HomeMy WebLinkAboutREDLINED UPDATED PLANS - 22-00610 -U-Haul - New Commercial Bldg AAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Don Allen Don.Allen@rexburg.org 208-372-2174
Todd Smith Todd.Smith@rexburg.org 208-372-2181
Alex Owens Alex.Owens@rexburg.org 208-372-2172
Description : U-Haul - New Commercial Bldg A
Address : 328 N 2nd E
Application Type :
Document Filename : PLANS - 22-00610 - U-Haul - New Commercial.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C4 Free text Todd Smith : Broadband Open 15 As per Resolution 2022-07, adopted April 6, 2022, new
development is required to follow standards for the
installation of fiber conduit and distribution boxes. Location
of conduit and distribution boxes need to be identified and
shown on plans.
T1.1 Free text Cody Jones : Building Open 1 Discrepancy in occupant load.
T1.1 Free text Cody Jones : Building Open 1 Landings at doors and cross slope of sidewalks not to exceed
2%.
S0 Free text Cody Jones : Building Open 61 36"
S0.1 Free text Cody Jones : Building Open 62 Special inspector to be identified as per Section 1704.2.1
# 22-00610
New Commercial Building
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 09.22.2022
Approval of plans does not constitute approval of variance from code
Page 1 of 2
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
E5.1 Callout Alex Owens : Electrical Open 111 Main bonding jumper will be inspected in accordance with
table 250.66 2017 NEC
E5.1 Callout Alex Owens : Electrical Open 111 Transformer system bonding jumper will be inspected in
accordance with table 250.102C1 2017 NEC
C4 Callout Stan Crittenden : Fire Open 15 Need to verify location of FDC on building. FDC must be
located with in 150 ft. of a fire hydrant.
C4 Callout Stan Crittenden : Fire Open 15 Need to verify locations of the FDC. FDC must be located with
in 150 ft. of the fire hydrant.
C4 Free text Stan Crittenden : Fire Open 15 Both building A & B will be required to
have (2) knox boxes installed. One at
main entrance and the second at a side
door.
C4 Callout Kyle Baldwin : P&Z Open 15 Retain and Protect existing sidewalk
C4 Free text Kyle Baldwin : P&Z Open 15 Please show proposed locations for snow storage. Include
square footage in notes. (Landscaping may double as snow
storage area)
C4 Callout Kyle Baldwin : P&Z Open 15 Sidewalks shall be provided along the full length of the
building along any facade featuring a customer entrance, and
along any facade abutting public parking areas. See section
6.00.090,A,2
C4 Callout Kyle Baldwin : P&Z Open 15 Please provide sidewalk connectivity fron internal sidewalks to
sidewalks in right-of-way. see section 6.00.090,B
L1 Free text Kyle Baldwin : P&Z Open 23 Please provide total area of landscaping
C4 Callout Joel Gray : PW Open 15 Existing low back curbing replaced with high back curbing. Typ
4 places
C4 Callout Joel Gray : PW Open 15 Where is existing service tying into? Also concerned about
depth
C4 Callout Joel Gray : PW Open 15 must be 8" sewer line.
C4 Callout Joel Gray : PW Open 15 Install new fire hydrant closer to road and place sidewalk 7 ft
behind curb
C6 Callout Joel Gray : PW Open 17 Could one of the existing water meters on 2nd E be used for
irrigation?
C8 Callout Joel Gray : PW Open 19 Approximate location of existing head manhole
C8 Callout Joel Gray : PW Open 19 Existing 8" sewer line
Report Date: 09.22.2022
Approval of plans does not constitute approval of variance from code
Page 2 of 2
Powered by TCPDF (www.tcpdf.org)
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
XXX
XX A1
NAME.DWG
XXX
XX A1
NAME.DWG
XXX
XX A1
NAME.DWG
XXX
XX A1
NAME.DWG
1
2
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
BG
DZ
COVER PAGE
T1.1
NEW BUILDING SELF-STORAGE
PROJECT DESCRIPTION
GOVERNING BUILDING CODES
2018 INTERNATIONAL BUILDING CODE (IBC), W/ AMENDMENTS
2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC), W/ AMENDMENTS
2017 IDAHO (UNIFORM) PLUMBING CODE
2018 IDAHO FIRE CODE (IFC) W/ AMENDMENTS
2017 NATIONAL ELECTRICAL CODE (NEC)
2018 MECHANICAL CODE (IMC) W/ AMENDMENTS
2018 FUEL AND GAS CODE (IFGC), W/ AMENDMENTS
U-HAUL INTERNATIONAL
U-HAUL MOVING & STORAGE
328 N 2ND E
REXBURG, ID 83440
AERIAL MAP
GENERAL NOTES:SHEET
NUMBER
GENERAL1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES.
2. CONTRACTOR SHALL BECOME FAMILIAR WITH ALL AMERCO'S REQUIREMENTS PRIOR TO BIDDING
AND SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THOSE REQUIREMENTS.
3. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/AMERCO
REPRESENTATIVE OF ANY DISCREPANCIES.
4. ITEMS NOT INDICATED IN THESE DOCUMENTS THAT CAN BE LEGITIMATELY AND REASONABLY
INFERRED TO COMPLETE THE WORK AT HAND SHALL BE FURNISHED BY THE CONTRACTOR AS
THOUGH IT WERE DETAILED HEREIN. CHANGE REQUESTS FOR SAID ITEMS WILL NOT BE APPROVED.
5. DRAWINGS SHALL BE DISTRIBUTED TO SUB-CONTRACTORS IN COMPLETE SETS AS INDICATED BY
THE SHEET INDEX. GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING SUB-CONTRACTORS
BID ON ALL ITEMS ASSOCIATED WITH THEIR RESPECTIVE TRADES.
NAME:CITY OF REXBURG
ADDRESS:35 N. 1ST E, REXBURG, ID 83440
PHONE:208-359-3020
JURISDICTION
SEPERATE SUBMITTALS
• AUTOMATIC FIRE SPRINKLER SYSTEM. DESIGN/BUILDING BY LOCAL CONTRACTOR AND LOCAL FIRE
SPRINKLER INSTALLER. UHI OWNER'S REPRESENTATIVE OR ENERAL CONTRACTOR TO PROCURE.
SEE FIRE SPRINKLER DEFERRED NOTES ON PLUMBING DRAWINGS AND UHI SPECIFICATIONS FOR
• FIRE ALARM AND DETECTION SYSTEM. DESIGN/BUILDING BY LOCAL CONTRACTOR AND LOCAL
FIRE ALARM AND DETECTION SYSTEM INSTALLER . UHI OWNER'S REPRESENTATIVE OR GENERAL
CONTRACTOR TO PROCURE. SEE FIRE ALARM DEFERRED NOTES ON ELECTRICAL DRAWINGS AND
6. THE CONTRACTOR WILL INSPECT THE PREMISES PRIOR TO BIDDING TO VERIFY EXISTING WORKING
CONDITIONS; SHOULD CONDITIONS BE IDENTIFIED WHICH ARE BELIEVED TO IMPEDE INTENDED WORK,
THEN SUCH CONDITIONS MUST BE DOCUMENTED AND REPORTED IMMEDIATELY TO
ARCHITECT/AMERCO REPRESENTATIVE. FAILURE TO SO ADVISE WILL CONSTITUTE NOTICE THAT
CONTRACTOR IS FULLY SATISFIED WITH THE EXISTING CONDITIONS AND INTENDS TO PERFORM PER
7. CONTRACTOR SHALL ISSUE WRITTEN NOTIFICATION TO ARCHITECT/AMERCO REPRESENTATIVE OF
ANY DISCREPANCIES AND FOLLOW UP IN WRITING WITHIN TWO WORKING DAYS OF INSPECTION.
8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. IF DIMENSIONAL
ERROR OCCURS OR CONDITION NOT COVERED IN THE DRAWINGS IS ENCOUNTERED, CONTRACTOR
SHALL SUBMIT A CLARIFICATION REQUEST TO ARCHITECT/AMERCO REPRESENTATIVE AND OBTAIN
RESOLUTION BEFORE COMMENCING THAT PORTION OF THE WORK.
9. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED,
CONNECTED, ERECTED, USED, CLEANED, AND CONDITIONED IN ACCORDANCE WITH THE
MANUFACTURERS WRITTEN SPECIFICATIONS OR INSTRUCTIONS UNLESS HEREINAFTER SPECIFIED
10. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING HIS BEST SKILL AND
ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION AND/OR INSTALLATION
MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL
BUILDING CODE ANALYSIS:
OCCUPANCY
GROUP(S)
CONSTRUCTION
TYPE
NATIONAL ACCOUNTS
BUTLER MANUFACTURING
Contact: Mike Coffey
mdcoffey@butlermfg.com
CLOPAY BUILDING PRODUCTS
Contact: Chris Remick
cremick@clopay.com
GRAYBAR
Contact: Bruce Ledgerboard
bruce.Iedgerwood@graybar.com
FABRIC DUCT MANUFACTURER
Air Distribution Concepts
Contact: Chris Palates
cpav@adctubes.com
JANUS INTERNATIONAL
Contact: Madison Curtis
madisonc@janusintl.com
MBCI (STORAGE MATERIAL)
Contacts: Rachel Morgan &
Chris Roberts
rachel.castro@mbci.com
christopher.roberts@mbci.com
METAL SPAN (MBCI INSULATED METAL PANEL)
Contacts: Brian Garry & Cristina Carrillo
brian.garry@metlspan.com
cristina.carrillo@mbci.com
SHERWIN - WILLIAMS
Contact: Michael Koncilja
michael.j.koncilja@sherwin.com
STANLEY ACCESS TECH.
Contact: Bill Gerardin
william.gerardin@sbdinc.com
TRANE
Contact: Chad Barnett
chad.barnett2@trane.com
BUILDING
HEIGHT / AREA
SEPARATED MIXED OCCUPANCY
SHOWROOM - M MERCANTILE
STORAGE - S1 STORAGE
I-A (FIRST FLOOR ONLY) / II - B
STORIES
HEIGHT (FT)
AREA (SF / FLOOR)
BUILDING
FIRST FLOOR
MERCANTILE
SELF - STORAGE
1ST FLOOR TOTAL
2ND FLOOR TOTAL
3RD FLOOR TOTAL
TOTAL
ACTUAL
1/3
43.5
2,970
28,980
33,410
33,410
33,410
100,230
35,000
35,000
35,000
105,000
ALLOWED
3
75
CHAPTER 3
COMMENTS /
CODE REFERENCE
CHAPTER 6
CHAPTER 5
11. DIMENSIONS TAKE PRECEDENCE OVER SCALE ON CONSTRUCTION DOCUMENTS.
12. ALL WORK SHALL BE EXECUTED IN A NEAT AND WORKMANLIKE MANNER, ACCEPTABLE TO OWNER .
13. WHEN WORK NOT SPECIFICALLY CALLED OUT IS REQUIRED TO COMPLETE THE PROJECT,
THE WORK SHALL BE PROVIDED IN ACCORDANCE WITH GENERAL NOTES 12, 14 AND 16.
14. CONTRACTOR SHALL GUARANTEE, IN WRITING, ALL WORKMANSHIP AND MATERIALS FOR A
PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION.
15. UNLESS OTHERWISE SPECIFICALLY NOTED, THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL
LABOR, MATERIALS, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY,
TRANSPORTATION, AND OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION
16. THE CONTRACTOR WARRANTS TO AMERCO AND ARCHITECT/AMERCO REPRESENTATIVE THAT ALL
MATERIALS AND EQUIPMENT FURNISHED UNDER THIS CONTRACT WILL BE NEW UNLESS OTHERWISE
SPECIFIED, AND THAT ALL WORK WILL BE GOOD QUALITY FREE FROM FAULTS AND DEFECTS AND IN
CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. ALL WORK NOT SO CONFORMING TO THESE
STANDARDS MAY BE CONSIDERED DEFECTIVE. IT IS UNDERSTOOD THAT NO INFERIOR OR
NON-CONFORMING WORK OR MATERIALS WILL BE ACCEPTED WHETHER DISCOVERED AT THE TIME
THEY ARE INCORPORATED INTO THE WORK OR AT ANY TIME BEFORE OR AFTER THE FINAL
ACCEPTANCE. IF REQUIRED BY THE ARCHITECT OR AMERCO REPRESENTATIVE, THE CONTRACTOR
17. THE WARRANTIES AND GUARANTIES REQUIRED BY THE CONSTRUCTION DOCUMENTS SHALL BE IN
ADDITION TO AND NOT IN LIMITATION OF ANY OTHER WARRANTY OR GUARANTY OR REMEDY
REQUIRED BY LAW OR BY THE CONSTRUCTION DOCUMENTS.
18. CONTRACTOR TO COORDINATE WITH AHJ, SPRINKLER CONTRACTOR, CIVIL ENGINEER AND
PLUMBING ENGINEER AS NEEDED FOR ALL BACKFLOW PREVENTER REQUIREMENTS. LOCATION
SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION OR FABRICATION.
OCCUPANCY
SEPARATION
FIRE
PREVENTION
EGRESS
OCCUPANT LOAD
NO SEPARATION REQUIRED
FIRE SPRINKLER(S)
FIRE EXTINGUISHER(S)
FIRE ALARM(S)
LOCATION
BUILDING
FIRST FLOOR TOTAL
SECOND FLOOR TOTAL
THIRD FLOOR TOTAL
PROJECT TEAM
ARCHITECTURAL:
HILLSIDE ARCHITECTURE
409 S. 8TH ST, STE. 201
BOISE, ID 83702
PHONE: 208-
A.O.R.: DANIEL ZIMMERMAN, A.I.A.
CONTACT: BRETT GULASH, AIA
EGRESS
ILLUMINATION
EXIT ACCESS
1 FOOT - CANDLE (11 LUX) MIN
OCCUPANCY:S - 1
COMMON PATH OF EGRESS TRAVEL (FT) 100
EXIT ACCESS TRAVEL DISTANCE (FT)
MAX DEAD END CORRIDOR (FT)
REQUIRED
PLUMBING
FIXTURES
LEGEND
X
A
1
1
#
X GRID LINE
KEYNOTE
DOOR TYPE
WINDOW TYPE
COLOR / FINISH
WALL TYPE
A
N.T.S.
1 PLAN NOTES
DRAWING IS NOT
TO SCALE
PLAN NORTH
(ARCHITECTURAL
DRAWINGS)
X
X
D X
C
X
X
ENLARGED PLAN SYMBOL
ENLARGED PLAN DESIGNATION
LOCATION OF ENLARGED PLAN DETAIL (SHEET)
DETAIL SYMBOL
DETAIL DESIGNATION
LOCATION OF DETAIL (SHEET)
B
INTERIOR ELEVATION DETAIL SYMBOL
OBSERVATION DIRECTION FOR ELEVATION
LOCATION OF ELEVATION DETAIL (SHEET)
VAPOR BARRIER
AIR BARRIER
CLASS I OR II
REQUIRED
INTERIOR SIDE SECTION 1405.3
SECTION C 402.5
X
X
X
X
BUILDING SECTION DETAIL SYMBOL
OBSERVATION DIRECTION FOR SECTION
SECTION DESIGNATION
LOCATION OF SECTION DETAIL (SHEET)
GENERAL AREA OF "CUT" FOR SECTION
WALL SECTION DETAIL SYMBOL
OBSERVATION DIRECTION FOR SECTION
SECTION DESIGNATION
LOCATION OF SECTION DETAIL (SHEET)
GENERAL AREA OF "CUT" FOR SECTION
X
X
ELEVATION DETAIL SYMBOL
OBSERVATION DIRECTION FOR ELEVATION
ELEVATION DESIGNATION
LOCATION OF ELEVATION DETAIL (SHEET)
ACCESSIBLE
SELF - SERVICE
STORAGE
FACILITIES
LOCATION
BUILDING A
TOTAL
LOCKERS
1,102
MINIMUM
ACCESSIBLE
29
ENERGY CODE ANALYSIS:
BUILDING
ENVELOPE
REQUIREMENTS
CLIMATE ZONE
INSULATION
ROOF
WALLS ABOVE GRADE
MASS (TILT - UP)
METAL BUILDING
METAL FRAMED WALL
S.O.G (UNHEATED)
OPAQUE DOORS
SWINGING
NON - SWINGING
FENESTRATION
FIXED
6B
R - 19.0 + R - 11.0 W/ R - 5
THERM. BLKS
NOT REQUIRED
R - 18 ci
R - 18 ci
NOT REQUIRED
U - 0.61
R - 4.74
SHGC = 0.25
U - 0.50
COMMENTS
CODE REFERENCE
BUILDING THERMAL
ENVELOPE
CONFORMS TO THE
PRESCRIPTIVE
BUILDING ENVELOPE
REQUIREMENTS OF
SECTION C 402.1 OF
THE CODE.
TABLE 1108.3
OCCU -
PANTS
SELF-STORAGE
(S-1)
WATER
CLOSET
2
LAVA -
TORIES
2
250
50
DRINKING
FOUNTAIN
2
SERVICE
SINK
1
SECTION 1014.3
TABLE 1016.2
SECTION 1018.4
IPC TABLE 403.1
AND SECTION
403.2
SECTION 1006
AND 2702
PROVIDED THROUGHOUT
PROVIDED THROUGHOUT
PROVIDED THROUGHOUT
FIRE DEPT. CONNECTION TO BE PROVIDED
AREA
30,853
33,410
33,410
FACTOR OCCUPANTS
300
300
207
112
112
TABLE 508.4
SECTION 903
SECTION 906
SECTION 907
SECTION 912
SECTION 1004
SHEET NAME
T1.1 COVER PAGE
T1.2 TYPICAL ADA STANDARDS
T2.1 FIRST FLOOR EGRESS PLAN
T2.2 SECOND FLOOR EGRESS PLAN
T2.3 THIRD FLOOR EGRESS PLAN
T4.2 FIRE-RATED WALL SECTIONS
T4.3 FIRE RATED ASSEMBLY
CIVIL
LANDSCAPE
C1 COVER SHEET
L1 LANDSCAPE LAYOUT 1
ARCHITECTURAL
A1.1 BUILDING SITE PLAN
A2.1 FIRST FLOOR LOCKER PLAN
A2.2 SECOND FLOOR LOCKER PLAN
A2.3 THIRD FLOOR LOCKER PLAN
A2.4 FIRST FLOOR DIMENSION PLAN
A2.5 SECOND FLOOR DIMENSION PLAN
A2.6 THIRD FLOOR DIMENSION PLAN
A3.1 ROOF PLAN & NOTES
A4.1 BUILDING ELEVATIONS
A5.1 BUILDING SECTIONS
A5.2 WALL SECTIONS
A6.4 ENLARGED STAIR PLANS AND SECTIONS
A6.5 ENLARGED EXTERIOR STAIR PLANS AND SECTIONS
A7.0 DOOR TYPES
A7.1 DOOR SCHEDULE AND DOOR DETAILS
A7.2 FINISH SCHEDULES
A7.5 ENLARGED RESTROOM PLAN AND MOP/COOM ROOM
A8.1 TYPICAL AISLE LAYOUT
A8.2 ARCHITECTURAL BUILDING DETAILS
A8.3 ARCHITECTURAL BUILDING DETAILS
A8.4 ARCHITECTURAL BUILDING DETAILS
A8.5 ARCHITECTURAL BUILDING DETAILS
A8.6 ARCHITECTURAL BUILDING DETAILS
A8.7 ARCHITECTURAL BUILDING DETAILS
A9.1 SINGLE LEVEL LOAD BEARING STORAGE ASSEMBLY
A9.7 STORAGE LOCKER COMPONENTS
A9.8 TYPICAL LOAD BEARING PARTITION LOCKER DETAILS
STRUCTURAL
S0 GENERAL STRUCTURAL NOTES
S0.1 SPECIAL INSPECTION
S1 FOUNDATION PLAN
S1.1 FIRST FLOOR SHEARWALL PLAN
S2 SECOND FLOOR FRAMING PLAN
S2.1 SECOND FLOOR SHEARWALL PLAN
S3.0 THRID FLOOR FRAMING PLAN
S3.1 THIRD FLOOR SHEARWALL PLAN
S4.0 ROOF FRAMING PLAN
SHEET
NUMBER SHEET NAME
S5.1 FOUNDATION DETAILS
S5.2 FOUNDATION DETAILS
S6.0 FLOOR FRAMING DETAILS
S7.0 ROOF FRAMING DETAILS
S8.0 STAIR FRAMING PLANS
S8.1 STAIR FRAMING AND DETAILS
S9.0 CANOPY FRAME
S10.0 COMPOSITE TILT-UP PANEL WALL ELEVATIONS
S10.1 TILT-UP PANEL DETAILS
MECHANICAL
M0.1 MECHANICAL COVER SHEET
M0.2 MECHANICAL SCHEDULES
M0.3 MECHANICAL SPECIFICATIONS
M1.1 MECHANICAL PLAN - FIRST FLOOR
M1.2 MECHANICAL PLAN - SECOND FLOOR
M1.3 MECHANICAL PLAN - THIRD FLOOR
M1.4 MECHANICAL ENLARGED PLAN - SHOWROOM
M2.1 MECHANICAL DETAILS
ELECTRICAL
E0.1 ELECTRICAL LEGENDS AND NOTES
E0.2 ELECTRICAL SCHEDULES AND DETAILS
E1.1 SITE ELECTRICAL PLAN - BUILDING A
E1.3 SITE LIGHTING PHOTOMETRIC - BUILDING A
E2.1 POWER PLAN - FIRST FLOOR
E2.2 POWER PLAN - SECOND FLOOR
E2.3 POWER PLAN - THIRD FLOOR
E2.4 POWER PLAN - ENLARGED AREAS
E3.1 HVAC AND PLUMBING POWER PLAN - FIRST FLOOR
E3.2 HVAC AND PLUMBING POWER PLAN - SECOND FLOOR
E3.3 HVAC AND PLUMBING POWER PLAN - THIRD FLOOR
E4.1 LIGHTING PLAN - FIRST FLOOR
E4.2 LIGHTING PLAN - SECOND FLOOR
E4.3 LIGHTING PLAN - THIRD FLOOR
E4.4 EM LIGHTING PHOTOMETRIC - FIRST FLOOR
E4.5 EM LIGHTING PHOTOMETRIC - SECOND FLOOR
E4.6 EM LIGHTING PHOTOMETRIC - THIRD FLOOR
PLUMBING
P0.1 PLUMBING COVER SHEET
P0.2 PLUMBING SCHEDULES AND CALCULATIONS
P0.3 PLUMBING PLUMBING SPECIFICATIONS
P1.1 PLUMBING PLAN - FIRST FLOOR
P1.2 PLUMBING PLAN - SECOND FLOOR
P1.3 PLUMBING PLAN - THIRD FLOOR
ADDITIONAL INFORMATION.
UHI SPECIFICATIONS FOR ADDITIONAL INFORMATION.
BID WITH NO ALLOWANCE EITHER IN TIME OR MONEY FOR ANY IMPEDIMENTS TO INTENDED WORK.
TO THE CONTRARY.
PORTIONS OF THE WORK UNDER THE CONTRACT.
AND COMPLETION OF THIS PROJECT
SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS
AND EQUIPMENT.
A6.6 STAIR DETAILS AND SECTIONS
A6.7 STAIR DETAILS
A9.10 TYPICAL LOCKER DETAILS
CIVIL/LANDSCAPE:
HLE, INC.
101 S. PARK AVE #210
IDAHO FALLS, ID 83402
PHONE: 208-524-0212
CONTACT: GILMORE JENKINS
MECHANICAL/ PLUMBING:
APEX ENGINEERING
PO BOX 5221
BOISE, ID 83705
PHONE: 208-914-5087
CONTACT: CHAD PACKER
FIRE PROTECTION:
PROTECTION CONSULTANTS, INC.
1199 SOUTH MAIN STREET, STE 101
CENTERVILLE, UT 84014
PHONE: 801-295-6070
CONTACT: GREG JONES, P.E.
OWNER:
U-HAUL INT'L / AMERCO REAL ESTATE
1545 W. BROADWAY ST
IDAHO FALLS, ID 83402
PHONE: 208-881-7297
CONTACT: DREX JOHNSON
STRUCTURAL:
STRUCTURAL EDGE
5509 N GLENWOOD ST
BOISE, ID 83714
PHONE: 208-501-2289
CONTACT: DAVID SANSOTTA, P.E.
N
N
N.T.S.
CONTRACTOR:
BATEMAN HALL
1405 FOOTE DRIVE
IDAHO FALLS, ID 83402
PHONE: 208-523-2681
CONTACT: SHAY MOON
STORAGE 1,460
MERCANTILE 2,970 60 50
STORAGE 1,633 300 6
SELF-STORAGE 27,420 300 92
T4.4 FIRE RATED ASSEMBLY
T4.5 FIRE RATED ASSEMBLY
T4.6 FIRE RATED ASSEMBLY
E5.1 ONE-LINE DIAGRAM
E5.2 PANEL SCHEDULES
E6.1 ENERGY CODE COMPLIANCE
M2.2 MECHANICAL DETAILS
P2.1 PLUMBING ENGLARGED PLANS
P2.2 PLUMBING DETAILS
C2 GENERAL NOTES
C3 DEMOLITION
C4 GENERAL LAYOUT
C5 GRADING PLAN
C6 UTILITY PLAN
SHEET 7 STORM TECH PLAN AND PROFILESSHEET 8 SEWER PLAN AND PROFILE
C9 DETAILS
C10 STORM TECH DETAILS
SHEET 11 STORM WATER POLLUTION PREVENTION PLAN
S5.0 FOUNDATION DETAILS
150
T4.1 ENERGY CODE COMPLIANCE
S6.1 FLOOR FRAMING DETAILS
S6.2 FLOOR FRAMING DETAILS
S7.1 ROOF FRAMING DETAILS
QTY
LOCKER
SIZE
29 ADA LOCKERS REQUIRED/PROVIDED
5 x 10
7 x 10
10 x 10
10 x 15
TOTAL
5 x 5
INTERIOR TOTAL
PROPOSED MIX
SQ. FT.%
933
85
306
5
384
148 3,700
19,200
350
30,600
12,750
67,000 100
19
46
0
29
5
2nd Flr
INTERIOR
SQ. FT.%
335
31
112
2
134
55 1,375
6,700
140
11,200
4,650
24,145
3rd Flr SQ. FT.%
334
31
110
1
134
55 1,375
6,700
70
11,000
4,650
24,035
QTY
TOTAL
SQ. FT.%
1,102
85
475
5
384
148 3,700
19,200
350
47,500
12,750
83,900
%
%
%
%
%
%100
19
46
1
28
6 %
%
%
%
%
%100
19
46
0
28
6 %
%
%
%
%
%100
15
57
0
23
4 %
%
%
%
%
%
10 x 8 5 400 11803240 5 400%0 %1 %1 %
1st Flr SQ. FT.%
264
23
84
2
116
38 950
5,800
140
8,400
3,450
18,820 100
18
45
1
31
5 %
%
%
%
%
%
1 80 0 %
MINIS SQ. FT.%
169
0
169
0
0
0 0
0
0
16,900
0
16,900 100
0
100
0
0
0 %
%
%
%
%
%
0 0 0 %
EXTERIOR
'C' - 'M'
PROPOSED LOCKER STORAGE UNIT MIX
A5.3 WALL SECTIONS
A6.8 ENLARGED ELEVATOR PLANS AND DETAILS
A6.11 ENLARGED LOAD/UNLOAD PLAN AND ELEVATIONS
A6.12 ENLARGED LOAD/UNLOAD WALL SECTION
C7 STORM TECH PLAN AND PROFILES
C8 SEWER PLAN AND PROFILE
C11 STORM WATER POLLUTION PREVENTION PLAN
L2 LANDSCAPE LAYOUT 2
E1.2 SITE ELECTRICAL PLAN - BUILDING B
E1.4 SITE LIGHTING PHOTOMETRIC - BUILDING B
FIRE PROTECTION
FP101 FIRE SPRINKLER PLAN - BLDG A LEVEL 1
FP102 FIRE SPRINKLER PLAN - BLDG A LEVEL 2
FP103 FIRE SPRINKLER PLAN - BLDG A LEVEL 3
FP500 FIRE SPRINKLER NOTES AND DETAILS
A6.1 ENLARGED SHOWROOM PLAN1
1
iandings=at=doors=and=cross=slope=of=sidewalks=not=
to=exceed=OBK=
aiscrepancy=in=occupant=loadK=
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
CONVENTION12" MIN
305
20" MAX
510
12" MIN
305
TOP LANDING
X
RAMPS
< 4" MAX
100
OBSTRUCTED HIGH
FORWARD REACH
FIGURE 308. 2. 2. A
OBSTRUCTED HIGH
FORWARD REACH
FIGURE 308. 2. 2. B
10" MAX
255
UNOBSTRUCTED
SIDE REACH
FIGURE 308. 3.1.
> 10" - 24" MAX
255 - 610
OBSTRUCTED HIGH
SIDE REACH
FIGURE 308. 3.2.B
UNOBSTRUCTED
FORWARD REACH
FIGURE 308. 2.1
TYPICAL RESTROOM SIGNS
2012 IBC ARTICLE 2902.4 33 - 36
480 - 915
BOTTOM LANDING
NOTE: X = TREAD DEPTH
STAIRS
HANDRAIL EXTENSIONS
RADIUS
1/2" MAX
13
30°
MAX
(A)
RADIUS OF TREAD EDGE
( TYPICAL FOR ALL PROFILES)
(B)
ANGLED RISER
(C)
CURVED NOSING
STAIR NOSING
DOJ 2010 STANDARDS: FIGURE 504.5
WALKING
SURFACE
A PERMITTED ELEMENT OR ITS EXTENSION
FRONT APPROACH,
PUSH SIDE, DOOR
PROVIDED WITH BOTH
CLOSER AND LATCH
FIGURE 404. 2. 3. 1. A
(C)
(A)
STAIRS
(B)
RAMPS
WALKING
SURFACES
HANDRAIL HEIGHT
DOJ 2010 STANDARDS: TITLES II & III - 505.4
MANEUVERING CLEARANCES AT MANUAL SWING DOORS AND GATES
DOJ 2010 STANDARDS: TITLES II & III - FIGURES AS NOTED
54"min.
1370
6" MAX
150
915
36"
12" MAX
305
990 - 1040
39"- 41"
42" min
1065
T.P.H.
7"-9"
16" - 18"
455
FRONT ELEVATION
METAL CANE
DETECTION
BARRIER
CUPS
HAND
MAIN LEVEL UNDER
STAIR
DRYER
SIDE ELEVATION
SOAP
DISPENSER TOWELS
TOWELS LIGHTS
WASTE
SANITARY
NAPKINS
TRASH
8" 205 MIN
KNEE CLEAR 17"
min
430
6" 150 max
TOE CLEAR
LAVATORY CLEARANCES
INSULATED
PIPES
PROVIDE CANE
DETECTION APRON
COMPLIANT WITH
ANSI A117
8" 205
MIN 6" 150
max
DRINKING FOUNTAINS
& WATER COOLERS
CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT
REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST THE FORCE REQUIRED TO
ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS (22 2 N) IN COMPLIANCE WITH ARTICLE
309.4 0F ICC ANSI A117.1 2003. LEVER-OPERATED, PUSH-TYPE, AND ELECTRONICALLY
CONTROLLED FAUCET MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS IF SELF-CLOSING
VALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS IN COMPLIANCE
WITH ARTICLE 606.4 0F ICC ANSI A117 .1 2003.
VERTICAL CLEARANCE
DOJ 2010 STANDARDS: TITLES II & III - FIGURE 307.4
1' - 0"
VAN
ACCESSIBLE
MOUNTED SIGN
(NOT IN THE PATH OF TRAVEL)
RESERVED
PARKING
RAMP
1:12 MAX SLOPE
VERIFY FINE AMOUNT PRIOR
TO FABRICATION OF SIGN
$250 FINE
SLOPE
NOTE:
PRIOR TO FABRICATION / INSTALLATION
COORDINATE WITH LOCAL AUTHORITY
CODE REQUIREMENTS.ADJOINING SURFACE
MAXIMUM SLOPE
20
1
FINISH SURFACE
AS OCCURS
WALL MOUNTED SIGN DETAIL
NOT TO SCALE
CURB RAMP
DOJ 2010 STANDARDS: TITLES II & III - FIGURE 406.2, 406.3, 406.4
36" min
915
CURB RAMP SLOPE SEE PLANS FOR SIGN TYPE AND DIMENSIONS
SLOPE
CURB
WALKING
SURFACE
FLARED SIDES
1:10 MAX SLOPE
2.
LANDING
CL
ALL SIGNS SHALL MEET ADA
ACCESSIBILITY VEHICLE CODE
REQUIREMENTS.
MISC. FIXTURES MOUNTING HEIGHTS
SCALE: 1/4" = 1' - 0"
9"
AREA TO BE
MARKED
MIN.
EXIT
STAIR
DOWN
EXIT
24" x 48" MIRROR
610 X 1220
17" - 19"
430-485
TACTILE SIGN POSITION AT RESTROOMS
ICC ANSI A117.1 2009 SECTION 703
/ DOJ 2010 STANDARD TITLES II & III SECTION 703
AREA OF
REFUGE
ACCESSIBLE
EXIT
TYPICAL TACTILE SIGNS
A HIGHLIGHTED ELEMENT IN ELEVATION OR PLAN
LOCATION ZONE OF ELEMENT, CONTROL OR FEATURE
FRONT APPROACH,
PUSH SIDE, DOOR
PROVIDED WITH BOTH
CLOSER AND LATCH
FIGURE 404. 2. 3. 1. C
LATCH APPROACH,
PUSH SIDE,
FIGURE 404. 2. 3. 1. H
HINGE APPROACH,
PUSH SIDE,
FIGURE 404. 2. 3. 1. F WOMEN/MEN/UNISEX ADA SIGN (S)
SEE PLANS FOR RESTROOM TYPE
A WALL, FLOOR, CEILING OR OTHER ELEMENT CUT IN
SECTION OR PLAN
(D)
BEVELED NOSING
18" min
455 12" min
305
24" min
610
180 degree
Q CENTERLINE
24" min
610
BOUNDARY OF CLEAR FLOOR SPACE OR
MANEUVERING CLEARANCE
Q
GREATER THAN OR EQUAL TO
1 1/2"
MAX
38
1 1/2"
MAX
38
HINGE APPROACH,
PUSH SIDE, DOOR
FIGURE 404. 2. 3 1 C
REACH RANGES
DOJ 2010 STANDARDS: TITLES II & III - FIGURES AS NOTED
9"
2012 IB ARTICLE 2902.4
TAC TILE SIGN
(SEE PLAN FOR
RESTROOM TYPE)
BOTTOM OF
TACTILE
CHARACID
TERS
GREATER THAN
LESS THAN OR EQUAL TO
MIN
MAX
DIMENSION SHOWING A RANGE WITH MINIMUM -
MAXIMUM
12" MIN
305
> 20" - 25" MAX
510 - 635 WOMEN MEN RESTROOM
36
915
6
150 DIMENSION FOR SMALL MEASUREMENTS
DESCRIPTION
DIMENSION SHOWING ENGLISH UNITS (IN INCHES
UNLESS OTHERWISE SPECIFIED) ABOVE THE LINE
AND SI UNITS (IN MILLIMETERS UNLESS OTHERWISE
SPECIFIED) BELOW THE LINE
MINIMUM
MAXIMUM
LESS THAN
DIRECTION OF TRAVEL OR APPROACH
BOTTOM OF TOP
TAC TILE
CHARACID TERS
BOTTOM OF
LOWEST BRAILLE
CHEARAC TERS ACCESSIBILITY NOTES :-
1.ALL WORK/IMPROVEMENTS SHALL COMPLY WITH ALL
APPLICABLE REQUIREMENTS OF ALL GOVERNMENTAL
AUTHORITIES HAVING JURISDICTION OVER THE
WORK/IMPROVEMENTS (INCLUDING, WITHOUT LIMITATION, ALL
APPLICABLE ZONING, BUILDING, FIRE, HEALTH, HANDICAP
ACCESSIBILITY AND ENVIRONMENTAL LAWS) .
THE SLOPE OF PUBLIC WALKS SHALL NOT EXCEED MAXIMUM
CROSS SLOPE OF 2% .
3. WALKING SURFACE SLOPING GREATER THAN 2% SHALL BE SLIP
RESISTANT .
4.
96" MIN 96" MIN
ACCESS AISLE
VEHICLE PARKING SPACES
DOJ 2010 STANDARDS: TITLES II & III - FIGURE 505.2,
TACTILE SIGN POSITION AT EXIT DOORS
ICC ANSI A 117.1 2003 : SECTION 703
LEGEND AND ACCESSIBILITY NOTES
96" MIN
PROVIDE A 60" X 60" MINIMUM LANDING ON STRIKE SIDE OF DOOR
WITH 44" MINIMUM WIDTH IN DIRECTION OF TRAVEL .
5. WALKS SHALL EXTEND 24" TO THE SIDE OF THE STRIKE EDGE OF
AN EXIT DOOR THAT SWINGS TOWARD THE WALK .
80
"
M
I
N
.
@
P
E
D
E
S
T
R
I
A
N
A
R
E
A
60
"
@
L
A
N
D
S
C
A
P
E
D
A
R
E
A
60
"
T
O
F
.
F
.
34
"
-
3
8
"
86
5
-
9
6
5
27
"
MA
X
68
5
6"
1'
-
6
"
6"
34
"
-
3
8
"
86
5
-
9
6
5
34
"
-
3
8
"
86
5
-
9
6
5
27
"
M
A
X
58
5
X
<
8
0
"
20
3
0
39
"
-
4
1
"
48
"
M
A
X
12
2
0
99
0
-
1
0
4
0
33
"
-
3
6
"
48
0
-
9
1
5
18
"
MI
N
45
5
60
"
m
i
n
15
2
5
48
"
M
A
X
12
2
0
36
"
m
i
n
91
5
44
"
M
A
X
4
3
0
-
4
8
5
17
"
-
1
9
"
11
2
0
33
"
-
3
6
"
48
0
-
9
1
5
48
"
M
A
X
12
2
0
44
"
M
A
X
11
2
0
19
"
M
I
N
46
5
48
"
m
i
n
12
2
0
74
"
1
8
8
3
m
i
n
40
"
1
0
2
5
m
a
x
34
"
8
6
5
m
a
x
29
"
7
3
6
m
i
n
27
"
6
2
5
m
i
n
9"
3
2
0
mi
n
48
"
m
i
n
12
2
0
15
"
M
I
N
38
0
48
"
M
A
X
12
2
0
34
"
M
A
X
46
"
M
A
X
11
7
0
9"
3
2
0
mi
n
27
"
m
i
n
38
6
36
"
M
A
X
91
5
48
"
m
i
n
12
2
0
15
"
M
I
N
38
0
48
"
M
A
X
12
2
0
48
"
12
2
0
60
"
15
2
5
48
"
-
6
0
"
12
2
0
-
1
5
2
5
FU
L
L
L
E
N
G
T
H
P
A
R
K
I
N
G
S
P
A
C
E
BG
DZ
TYPICAL ADA
STANDARDS
T1.2
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
TRUE
NORTH
PROJECT
NORTH
EGRESS NOTES EGRESS SYMBOLS
1/16" = 1'-0"
SCALEFIRST FLOOR EGRESS PLAN 1
NN
A
B
C
RE-USE
AREA
counter placement and
orientation per retail group
10
x
1
5
10
x
1
0
5x
5
5x
1
0
AD
A
d
o
o
r
E
D
1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 319
1. THE PATH OF EXIT TRAVEL TO EXITS IN THE BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS
CONFORMING TO THE REQUIREMENTS OF I.F.C. EXIT SIGNS SHALL BE READILY VISIBLE FROM
ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED, AS NECESSARY, TO
CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN
100 FEET (30480 MM) FROM THE NEAREST VISIBLE SIGN.
2. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE FACE OF AN
EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF
NOT LESS THAN 5-FOOT-CANDLES (54") FROM EITHER OF TWO ELECTRIC LAMPS.
INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE AND BE LISTED
FOR THE PURPOSE.
3. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL. SYSTEM
FROM STORAGE BATTERIES, UNIT EQUIPMENT AND THE SYSTEM SHALL BE INSTALLED IN
ACCORDANCE WITH THE ELECTRICAL CODE.
4. ANY TIME A BUILDING OR PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF EGRESS
SERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT THE INTENSITY OF NOT LESS
THAN 1 FOOT-CANDLE AT THE FLOOR LEVEL. THE POWER SUPPLY FOR MEANS OF EGRESS
ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES OF ELECTRICAL SUPPLY.
5. PROVIDE TACTILE EXIT SIGNS IMMEDIATELY ADJACENT TO THE DOOR ON THE STRIKE SIDE AT
60" ABOVE FINISHED FLOOR, SO THEY ARE FULLY VISIBLE WHEN THE DOOR IS IN AN OPEN OR
CLOSED POSITION IN THE FOLLOWING LOCATIONS:
A.EACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT
WITH THE WORD, "EXIT ".
B.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY
MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN
WITH THE FOLLOWING WORDS AS APPROPRIATE:
1."EXIT STAIR DOWN"
2."EXIT RAMP DOWN"
3."EXIT STAIR UP"
4."EXIT RAMP UP"
C.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY
MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY
A TACTILE EXIT SIGN WITH THE WORDS, 'EXIT ROUTE".
D.EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR
HALLWAY THAT IS REQUIRED TO HAVE VISUAL EXIT SIGN. SHALL BE IDENTIFIED BY A
TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE".
6. PROVIDE A MINIMUM OF (1) 2A-10B:C FIRE EXTINGUISHER PER 3,000 SQUARE FEET OF FLOOR
AREA WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET. MOUNTED IN AN ACESSIBLE LOCATION.
7. LOCATE FIRE EXTINGUISHERS AT A MAX TRAVEL DISTANCE OF 75'-0" APART OR PER THE
DIRECTION OF THE FIRE MARSHALL. EXTINGUISHER LOCATIONS ARE NOTED BY PLAN SYMBOL.
8. PROVIDE A KNOX BOX AND FIRE RISER ROOM SIGNAGE AT THE FIRE SPRINKLER RISER ROOM.
9. SEE FLOOR PLANS FOR WALL INFORMATION AND FIRE RESISTANCE RATING.
1
FIRE EXTINGUISHER FINAL LOCATION
AND QUANTITY TO BE FIELD VERIFIED
EXIT SIGNS
PATH OF EGRESS TRAVEL
1-HOUR FIRE RATED PARTITION
NO EXIT - EXISTING DOOR MAINTAINED IN
A CLOSED AND LOCKED POSITION
TACTILE EXIT SIGN LOCATION
TACTILE ACCESSIBLE EXIT SIGN LOCATION
SEE T1.3 FOR MORE INFORMATION
WIDTH
CAP
ACT
ACTUAL EXIT CAPACITY
TRAVEL DISTANCE ALLOWED: SEE T1.1
MAXIMUM TRAVEL DISTANCE: 215'-0"
CLEAR WIDTH
MAXIMUM EXIT CAPACITY
TRAVEL DISTANCE TO EXIT = 94'-10"
SELF-STORAGE
S-1 OCCUPANCY
27,420 S.F.
OL = 92
SELF-STORAGE
S-1 OCCUPANCY
1,633 S.F.
OL = 6
STORAGE
S-1 OCCUPANCY
1,460 S.F.
OL = 5
SHOWROOM
M OCCUPANCY
2,970 S.F.
OL = 50
2
3
F
1-HOUR SHAFT ENCLOSURE (CONSTRUCTED AS
FIRE BARRIER)
325'
-
6
1
4"
BUI
L
D
I
N
G
D
I
A
G
O
N
A
L
3
2
5
'
-
6
1
4"/ 3
=
1
0
8
'
-
6
"
M
I
N
I
M
U
M
S
E
P
A
R
A
T
I
O
N
O
F
E
X
I
T
S
2'-10"
170
29
DOOR
4'-0"
160
56
STAIR
4'-0"
240
5
DOOR
4'-0"
240
25
DOOR
2'-10"
170
25
DOOR
2'-10"
170
23
DOOR
2'-10"
170
23
DOOR
4'-0"
160
56
STAIR
20
2
'
-
9
7
16"
2'-10"
170
23
DOOR
TR
A
V
E
L
D
I
S
T
A
N
C
E
T
O
E
X
I
T
=
9
8
'
-
9
"
TRAVEL DISTANCE TO EXIT = 153'-7"
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
3 3 3 3
3
TRAVEL DISTANCE TO EXIT = 100'-9"
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
FIRST FLOOR
EGRESS PLAN
T2.1
REFER TO SHEET A2.1 FOR
WALL TYPES AND RELATED
NOTES.
REFER TO SHEET A7.0 FOR
DOOR TYPES AND RELATED
NOTES.
ALL DOOR AND WINDOW
DIMENSIONS ARE TO
CENTERLINE OF ROUGH
OPENING.
REFER TO U-HAUL
INTERNATIONAL FOR MATERIAL
AND INSTALL REQUIREMENTS.
SEE UHI FACILITY IMAGING AND
DIRECTIONAL SIGNAGE IMAGING
BOOK FOR ADDITIONAL
INFORMATION/ REQUIREMENTS,
AND FINAL COLOR SELECTION
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER - NO
SUBSTITUTIONS.
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
TRUE
NORTH
PROJECT
NORTH
EGRESS NOTES EGRESS SYMBOLS
1/16" = 1'-0"
SCALESECOND FLOOR EGRESS PLAN 1
NN
1. THE PATH OF EXIT TRAVEL TO EXITS IN THE BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS
CONFORMING TO THE REQUIREMENTS OF I.F.C. EXIT SIGNS SHALL BE READILY VISIBLE FROM
ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED, AS NECESSARY, TO
CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN
100 FEET (30480 MM) FROM THE NEAREST VISIBLE SIGN.
2. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE FACE OF AN
EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF
NOT LESS THAN 5-FOOT-CANDLES (54") FROM EITHER OF TWO ELECTRIC LAMPS.
INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE AND BE LISTED
FOR THE PURPOSE.
3. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL. SYSTEM
FROM STORAGE BATTERIES, UNIT EQUIPMENT AND THE SYSTEM SHALL BE INSTALLED IN
ACCORDANCE WITH THE ELECTRICAL CODE.
4. ANY TIME A BUILDING OR PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF EGRESS
SERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT THE INTENSITY OF NOT LESS
THAN 1 FOOT-CANDLE AT THE FLOOR LEVEL. THE POWER SUPPLY FOR MEANS OF EGRESS
ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES OF ELECTRICAL SUPPLY.
5. PROVIDE TACTILE EXIT SIGNS IMMEDIATELY ADJACENT TO THE DOOR ON THE STRIKE SIDE AT
60" ABOVE FINISHED FLOOR, SO THEY ARE FULLY VISIBLE WHEN THE DOOR IS IN AN OPEN OR
CLOSED POSITION IN THE FOLLOWING LOCATIONS:
A.EACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT
WITH THE WORD, "EXIT ".
B.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY
MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN
WITH THE FOLLOWING WORDS AS APPROPRIATE:
1."EXIT STAIR DOWN"
2."EXIT RAMP DOWN"
3."EXIT STAIR UP"
4."EXIT RAMP UP"
C.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY
MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY
A TACTILE EXIT SIGN WITH THE WORDS, 'EXIT ROUTE".
D.EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR
HALLWAY THAT IS REQUIRED TO HAVE VISUAL EXIT SIGN. SHALL BE IDENTIFIED BY A
TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE".
6. PROVIDE A MINIMUM OF (1) 2A-10B:C FIRE EXTINGUISHER PER 3,000 SQUARE FEET OF FLOOR
AREA WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET. MOUNTED IN AN ACESSIBLE LOCATION.
7. LOCATE FIRE EXTINGUISHERS AT A MAX TRAVEL DISTANCE OF 75'-0" APART OR PER THE
DIRECTION OF THE FIRE MARSHALL. EXTINGUISHER LOCATIONS ARE NOTED BY PLAN SYMBOL.
8. PROVIDE A KNOX BOX AND FIRE RISER ROOM SIGNAGE AT THE FIRE SPRINKLER RISER ROOM.
9. SEE FLOOR PLANS FOR WALL INFORMATION AND FIRE RESISTANCE RATING.
A
B
C
1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
E
D
9
1
FIRE EXTINGUISHER FINAL LOCATION
AND QUANTITY TO BE FIELD VERIFIED
EXIT SIGNS
PATH OF EGRESS TRAVEL
1-HOUR FIRE RATED PARTITION
NO EXIT - EXISTING DOOR MAINTAINED IN
A CLOSED AND LOCKED POSITION
TACTILE EXIT SIGN LOCATION
TACTILE ACCESSIBLE EXIT SIGN LOCATION
SEE T1.3 FOR MORE INFORMATION
WIDTH
CAP
ACT
ACTUAL EXIT CAPACITY
TRAVEL DISTANCE ALLOWED: SEE T1.1
MAXIMUM TRAVEL DISTANCE: 215'-0"
CLEAR WIDTH
MAXIMUM EXIT CAPACITY
2
3
F
1-HOUR SHAFT ENCLOSURE (CONSTRUCTED AS
FIRE BARRIER)
TRAVEL DISTANCE TO EXIT = 94'-10"
SELF-STORAGE
S-1 OCCUPANCY
33,410 S.F.
OL = 112
325'
-
6
1
4"
BUI
L
D
I
N
G
D
I
A
G
O
N
A
L
3
2
5
'
-
6
1
4"/ 3
=
1
0
8
'
-
6
"
M
I
N
I
M
U
M
S
E
P
A
R
A
T
I
O
N
O
F
E
X
I
T
S
4'-0"
160
56
STAIR
2'-10"
170
56
DOOR
2'-10"
170
56
DOOR
4'-0"
160
56
STAIR
20
2
'
-
9
7
16"
TR
A
V
E
L
D
I
S
T
A
N
C
E
T
O
E
X
I
T
=
9
8
'
-
9
"
TRAVEL DISTANCE TO EXIT = 189'-9"
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
3
3
F
F
F
TRAVEL DISTANCE TO EXIT = 172'-6"
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
SECOND FLOOR
EGRESS PLAN
T2.2
REFER TO SHEET A2.1 FOR
WALL TYPES AND RELATED
NOTES.
REFER TO SHEET A7.0 FOR
DOOR TYPES AND RELATED
NOTES.
ALL DOOR AND WINDOW
DIMENSIONS ARE TO
CENTERLINE OF ROUGH
OPENING.
REFER TO U-HAUL
INTERNATIONAL FOR MATERIAL
AND INSTALL REQUIREMENTS.
SEE UHI FACILITY IMAGING AND
DIRECTIONAL SIGNAGE IMAGING
BOOK FOR ADDITIONAL
INFORMATION/ REQUIREMENTS,
AND FINAL COLOR SELECTION
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER - NO
SUBSTITUTIONS.
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
TRUE
NORTH
PROJECT
NORTH
EGRESS NOTES EGRESS SYMBOLS
1/16" = 1'-0"
SCALETHIRD FLOOR EGRESS PLAN 1
NN
1. THE PATH OF EXIT TRAVEL TO EXITS IN THE BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS
CONFORMING TO THE REQUIREMENTS OF I.F.C. EXIT SIGNS SHALL BE READILY VISIBLE FROM
ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED, AS NECESSARY, TO
CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN
100 FEET (30480 MM) FROM THE NEAREST VISIBLE SIGN.
2. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE FACE OF AN
EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF
NOT LESS THAN 5-FOOT-CANDLES (54") FROM EITHER OF TWO ELECTRIC LAMPS.
INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE AND BE LISTED
FOR THE PURPOSE.
3. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL. SYSTEM
FROM STORAGE BATTERIES, UNIT EQUIPMENT AND THE SYSTEM SHALL BE INSTALLED IN
ACCORDANCE WITH THE ELECTRICAL CODE.
4. ANY TIME A BUILDING OR PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF EGRESS
SERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT THE INTENSITY OF NOT LESS
THAN 1 FOOT-CANDLE AT THE FLOOR LEVEL. THE POWER SUPPLY FOR MEANS OF EGRESS
ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES OF ELECTRICAL SUPPLY.
5. PROVIDE TACTILE EXIT SIGNS IMMEDIATELY ADJACENT TO THE DOOR ON THE STRIKE SIDE AT
60" ABOVE FINISHED FLOOR, SO THEY ARE FULLY VISIBLE WHEN THE DOOR IS IN AN OPEN OR
CLOSED POSITION IN THE FOLLOWING LOCATIONS:
A.EACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT
WITH THE WORD, "EXIT ".
B.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY
MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN
WITH THE FOLLOWING WORDS AS APPROPRIATE:
1."EXIT STAIR DOWN"
2."EXIT RAMP DOWN"
3."EXIT STAIR UP"
4."EXIT RAMP UP"
C.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY
MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY
A TACTILE EXIT SIGN WITH THE WORDS, 'EXIT ROUTE".
D.EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR
HALLWAY THAT IS REQUIRED TO HAVE VISUAL EXIT SIGN. SHALL BE IDENTIFIED BY A
TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE".
6. PROVIDE A MINIMUM OF (1) 2A-10B:C FIRE EXTINGUISHER PER 3,000 SQUARE FEET OF FLOOR
AREA WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET. MOUNTED IN AN ACESSIBLE LOCATION.
7. LOCATE FIRE EXTINGUISHERS AT A MAX TRAVEL DISTANCE OF 75'-0" APART OR PER THE
DIRECTION OF THE FIRE MARSHALL. EXTINGUISHER LOCATIONS ARE NOTED BY PLAN SYMBOL.
8. PROVIDE A KNOX BOX AND FIRE RISER ROOM SIGNAGE AT THE FIRE SPRINKLER RISER ROOM.
9. SEE FLOOR PLANS FOR WALL INFORMATION AND FIRE RESISTANCE RATING.
A
B
C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
E
D
1
FIRE EXTINGUISHER FINAL LOCATION
AND QUANTITY TO BE FIELD VERIFIED
EXIT SIGNS
PATH OF EGRESS TRAVEL
1-HOUR FIRE RATED PARTITION
NO EXIT - EXISTING DOOR MAINTAINED IN
A CLOSED AND LOCKED POSITION
TACTILE EXIT SIGN LOCATION
TACTILE ACCESSIBLE EXIT SIGN LOCATION
SEE T1.3 FOR MORE INFORMATION
WIDTH
CAP
ACT
ACTUAL EXIT CAPACITY
TRAVEL DISTANCE ALLOWED: SEE T1.1
MAXIMUM TRAVEL DISTANCE: 215'-0"
CLEAR WIDTH
MAXIMUM EXIT CAPACITY
2
3
F
1-HOUR SHAFT ENCLOSURE (CONSTRUCTED AS
FIRE BARRIER)
TRAVEL DISTANCE TO EXIT = 94'-10"
SELF-STORAGE
S-1 OCCUPANCY
33,410 S.F.
OL = 112
4'-0"
160
56
STAIR
2'-10"
170
56
DOOR
2'-10"
170
56
DOOR
4'-0"
160
56
STAIR
20
2
'
-
9
7
16"
TR
A
V
E
L
D
I
S
T
A
N
C
E
T
O
E
X
I
T
=
9
8
'
-
9
"
TRAVEL DISTANCE TO EXIT = 189'-9"
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
3
3
F
F
F
TRAVEL DISTANCE TO EXIT = 172'-6"
325'
-
6
1
4"
BUI
L
D
I
N
G
D
I
A
G
O
N
A
L
3
2
5
'
-
6
1
4" =
1
0
8
'
-
6
"
M
I
N
I
M
U
M
S
E
P
A
R
A
T
I
O
N
O
F
E
X
I
T
S
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
THIRD FLOOR
EGRESS PLAN
T2.3
REFER TO SHEET A2.1 FOR
WALL TYPES AND RELATED
NOTES.
REFER TO SHEET A7.0 FOR
DOOR TYPES AND RELATED
NOTES.
ALL DOOR AND WINDOW
DIMENSIONS ARE TO
CENTERLINE OF ROUGH
OPENING.
REFER TO U-HAUL
INTERNATIONAL FOR MATERIAL
AND INSTALL REQUIREMENTS.
SEE UHI FACILITY IMAGING AND
DIRECTIONAL SIGNAGE IMAGING
BOOK FOR ADDITIONAL
INFORMATION/ REQUIREMENTS,
AND FINAL COLOR SELECTION
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER - NO
SUBSTITUTIONS.
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
ENERGY CODE
COMPLIANCE
T4.1
SHEET
40 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
FIRE RATED WALL ASSEMBLIES
TILT UP CONCRETE WALL (2 HOUR)
TYPE:
CT EXTERIOR INTERIOR
R-VALUE:
----
UL ASSEMBLY #:
SEE NOTE 3
TYPE:
MP
INSULATED METAL WALL PANEL AT EXTERIOR (2 HOUR)
EXTERIOR INTERIOR
R-VALUE:
SEE
T1.1 FURRING STRIPS AS REQUIRED
UL ASSEMBLY #:
W413
TYPE:
G
CMU WALL ASSEMBLY (*)
INTERIOR INTERIOR
R-VALUE:
----
UL ASSEMBLY #:
*SEE NOTE 5
TYPE:
H
INTERIOR COLD FORMED STEEL WALL ASSEMBLY (1 HOUR)
INTERIOR INTERIOR
R-VALUE:
----
UL ASSEMBLY #:
SEE NOTE 6
TYPE:
H1
INTERIOR COLD FORMED STEEL WALL ASSEMBLY (1 HOUR)
INTERIOR INTERIOR
(STORAGE / AISLE SIDE)
R-VALUE:
----
U-PANEL OR D-PANEL PER PLANS
UL ASSEMBLY #:
SEE NOTE 6
TYPE:
H3
KICK PLATE (AISLE SIDE)
INTERIOR COLD FORMED STEEL WALL ASSEMBLY (3 HOUR)
INTERIOR INTERIOR
(STORAGE / AISLE SIDE)
R-VALUE:
----
U-PANEL OR D-PANEL PER PLANS
UL ASSEMBLY #:
UL W460
KICK PLATE (AISLE SIDE)
39'-3"
TOP OF PARAPET
42'-3" APPROX. BLDG HEIGHT
(T.O. PARAPET - HIGH SIDE)
75'-0" MAXIMUM
ALLOWABLE BLDG HEIGHT
23'-2"
3RD FLOOR F.F.E.
12'-6"
2ND FLOOR F.F.E.
SEE ELEVATIONS
T.O. SLAB FIRST FLOOR
75
'
-
0
"
32
'
-
9
"
3'
-
0
"
16
'
-
1
"
51
'
-
0
"
10
'
-
8
"
12
'
-
0
"
GL
TYPE II-B
S-1 OCCUPANCY
S-1 (2)
TYPE II-B
S-1 OCCUPANCY
S-1 (1)
TYPE 1-A
M/S-1 OCCUPANCY
M/S-1 (1)
3-HOUR HORIZONTAL
ASSEMBLY
1.WATER-RESISTANT GYPSUM WALL BOARD TO BE USED TO WET LOCATIONS (VERIFY
LOCATIONS BASED ON PLUMBING WALLS AND PLUMBING FIXTURES AS SHOWN ON THE
BUILDING FLOOR PLANS.)
2.PRE-FINISHED D-PANEL TO APPLIED OVER ALL GYPSUM WALL BOARD AT METAL STUD
WALL TYPES THAT OCCUR AT AISLES (VERIFY LOCATIONS AS SHOWN ON THE BUILDING
FLOOR PLANS.)
3.5-1/2" EQUIVALENT THICKNESS - 2 HOURS FIRE RESISTANCE RATING (MAX) PER IBC
CHAPTER 7.
4.8" EQUIVALENT THICKNESS - 3 HOUR FIRE RESISTANCE RATED PER IBC CHAPTER 7
5.7-5/8" EQUIVALENT THICKNESS - 3 HOUR FIRE RESISTANCE RATING WHEN FULLY GROUTED,
PER IBC CHAPTER 7 OR UL DESIGN NO. U935 SYSTEM B EQUIVALENT.
6.NON-LOAD BEARING - 2 HOUR FIRE RESISTANCE UL ASSEMBLY RATING PER GENERIC
ASSEMBLY GYPSUM ASSOCIATION FILE NUMBER WP-1072 OR IBC CHAPTER 7. UL DESIGN
NO. V497 CAN BE UTILIZED AS AN ALTERNATE ASSEMBLY.
7.ALL WALL AND ROOF INSULATION INFORMATION SHALL BE PER ENERGY CODE ANALYSIS
ON T1.1 UNLESS NOTED OTHERWISE.
8.SEE ENERGY CODE ANALYSIS ON T1.1 FOR VAPOR AND AIR BARRIER REQUIREMENTS AND
LOCATION.
NOTES
(3) LAYERS OF 5/8" GYPSUM
WALLBOARD (TYPE X)
INSULATED METAL PANEL (IMP)
PER PLANS
COLD FORMED STEEL
"C" GIRT PER PLANS
CONCRETE MASONRY UNIT (CMU)
PER PLANS
3-5/8" COLD FORMED STEEL STUDS
PER PLANS
5/8" GYPSUM WALLBOARD (TYPE X)
BOTH SIDES
3-5/8" COLD FORMED STEEL STUDS
PER PLANS
(3) 5/8" LAYERS GYPSUM WALLBOARD
(TYPE X) BOTH SIDES
3-5/8" COLD FORMED STEEL STUDS
PER PLANS
5/8" GYPSUM WALLBOARD (TYPE X)
BOTH SIDES
REINFORCED CONCRETE
TILT-UP PANEL PER PLANS
1/2" = 1'-0"
SCALEBUILDING SECTION 1
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
KZ
FIRE-RATED
WALL SECTIONS
T4.2
40 S. 8TH ST STE 201
BOISE ID 8302
P: 208-810-45
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
KZ
FIRE-RATED
ASSEMBLY
T4.3
40 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
KZ
FIRE-RATED
ASSEMBLY
T4.4
40 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
KZ
FIRE-RATED
ASSEMBLY
T4.5
40 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
KZ
FIRE-RATED
ASSEMBLY
T4.6
40 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
(SEC. 20, T. 6 N., R. 40 E.B.M.)
CONSTRUCTION DRAWINGS FOR:
UHAUL OF REXBURG
REXBURG, IDAHO
AUGUST 2022
civil & structural engineering
materials testing & land surveying
101 S. Park Avenue, Idaho Falls , ID 83402, (208)524-0212
800 W. Judicial Street, Blackfoot , ID 83221, (208)785-2977hleincc.com
PROJECT LOCATION
SHEET C1 COVER SHEET
SHEET C2 GENERAL NOTES
SHEET C3 DEMOLITION
SHEET C4 GENERAL LAYOUT
SHEET C5 GRADING PLAN
SHEET C6 UTILITY PLAN
SHEET C7 STORM TECH PLAN AND PROFILES
SHEET C8 SEWER PLAN AND PROFILE
SHEET C9 DETAILS
SHEET C10 STORM TECH DETAILS
SHEET C11 STORM WATER POLLUTION PREVENTION PLAN
VICINITY MAP
City of Rexburg
Date:
HLE, Inc.
Date:
APPROVAL SIGNATURES:
Department of Environmental Quality
Date:
POCATELLO
TWIN
IDAHO
FALLS
BLACKFOOT
FALLS
BOISE
CITY OF
REXBURG
SITE
08/16/2022
CHECK BY
DATE
SHEETS
DRAWN BY
REVISIONS
OF
SHEET NO.
DESIGN BY
BLJSWRHLE
JOB NO:
DATE:
22-526
AUGUST 2022
RE
X
B
U
R
G
,
I
D
A
H
O
U-
H
A
U
L
O
F
R
E
X
B
U
R
G
11
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
ci
v
i
l
&
s
t
r
u
c
t
u
r
a
l
e
n
g
i
n
e
e
r
i
n
g
ma
t
e
r
i
a
l
s
t
e
s
t
i
n
g
&
l
a
n
d
s
u
r
v
e
y
i
n
g
10
1
S
.
P
a
r
k
A
v
e
n
u
e
,
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
,
(
2
0
8
)
5
2
4
-
0
2
1
2
80
0
W
.
J
u
d
i
c
i
a
l
S
t
r
e
e
t
,
Bl
a
c
k
f
o
o
t
,
I
D
8
3
2
2
1
,
(
2
0
8
)
7
8
5
-
2
9
7
7
hl
e
i
n
c
.
c
o
m
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
GE
N
E
R
A
L
N
O
T
E
S
C2
GENERAL NOTES
1. All materials, workmanship, and construction of site improvements shall meet or exceed the work standards
and specifications set forth by the CITY OF REXBURG Water, Street, and Sanitation Departments and/or
requirements of the Idaho Standards for Public Works Construction, (ISPWC) current edition.
2. All material furnished on or for the project must meet the minimum requirements of the approving agencies
or as set forth herein, whichever is more restrictive.
3. The Contractor is cautioned that the location and/or elevation of existing utilities, as shown on these
plans, is based on records of the various utility companies and where possible, measurements taken in the
field. The Contractor must call the local utility location center at least 48 hours before any excavation
to request exact field locations of the utilities.
4. A Pre-Construction Conference shall be held a minimum of three (3) working days prior to start of work.
All Contractors, Subcontractors and/or Utility Contractors shall be present.
5. All lot dimensions and easements are to be taken from the Final Plat of the recorded subdivision plat.
6. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage
improvements are in place and functioning.
7. All Contractors working within the project boundaries are responsible for compliance with all applicable
safety laws of any jurisdictional body including but not limited to, barricades, safety devices, control of
traffic, excavation, trenching, shoring, and security within and around the construction area.
8. Contractors must furnish proof that all materials installed on this project meet the requirements of Note
# 2 above at the request of the agency and/or Engineer.
9. HLE must give approval prior to (a) backfilling trenches for pipe; (b) placing of aggregate base; (c) placing
of concrete; (d) placing of asphalt pavement. Work done without such approval shall not relieve the
Contractor from the responsibility of performing the work in an acceptable manner. Contract work will not
be accepted by the CITY OF REXBURG without the approval of the Project Engineer.
10. Inspection SHALL be conducted by the CITY OF REXBURG, Public Works Inspector on all work performed
within the public road right-of-way. Twenty-four (24) hours notice shall be given prior to any construction
and inspection.
11. Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final
approval.
12. Only plan sets marked "Approved for Construction" shall be used by the project contractor(s). Use of any
plans on the job without the "Approved for Construction" stamp shall be grounds for the issuance of a stop
work order. Contractor must also maintain a set of plans stamped with approval by the Department of
Environmental Quality on site.
13. Each Contractor shall be responsible for acquiring any necessary NPDES permits, filing any NOI's or NOT's, and
preparing a Storm Water Pollution Prevention Plan (SWPPP) in accordance with the Environmental Protection
Agency. Contact the EPA at 208.378.5776 for the required information. Said permit shall be presented to
the Engineer at least forty-eight (48) hours prior to the beginning of construction.
14. The Contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt
tracked in from the site.
15. All measures possible shall be taken to ensure erosion control with Best Management Practices.
16. Quantities shown are estimates by the Engineer. The Contractor must verify all quantities. If there is a
large discrepancy contact the Engineer.
17. All work must meet standards set forth by the American Disabilities Act (ADA).
18. Trench backfill Type 2A compaction "Water Settling" will not be an acceptable method of trench backfill
compaction.
19. All water valves, blow-offs and manholes will be placed so as not to conflict with any concrete curb, gutter,
valley gutter, and sidewalk improvements.
20. Harper-Leavitt Engineering and/or Inspector shall make periodic visits to the project location to ensure that
the site improvements meet or exceed standards and design as per the approved construction drawings.
21. To receive final acceptance, Contractor must submit copy of field plans complete with construction notes
and As-Built information, corrections, changes, etc.
22. Contractor must have ISPWC Manual (current edition) on-site during all phases of construction. Failure to
do so JUNE result in non-acceptance of the site by DEQ, Engineer, City, etc.
23 A copy of the Quality Control Signature sheet (with all applicable signatures) shall be delivered to HLE
prior to the walk-thru.
STREET CONSTRUCTION
1. All construction within public right-of-way shall conform to the current edition of the ISPWC. No exceptions
to Policy Standards and the ISPWC will be allowed unless specifically and previously approved in writing by
the CITY OF REXBURG.
2. No construction shall begin before the Pre-Construction meeting, which the Contractor is required to
attend.
3. Sanitary sewer and storm drain manhole structures shall be set to specified elevation by their
respective contractors. All remaining manhole materials, except concrete collars, necessary to construct
manhole to finished grade in pavement areas shall be furnished by the Contractor for placement at finished
grade. For manholes not within pavement areas, the manhole rings shall be set to finished grade by their
respective contractor. Contractor shall contact the CITY OF REXBURG twenty-four (24) hours prior to
pouring concrete collars.
4. Contractor shall construct three and one-half inches (3-1/2") of asphalt pavement thickness at joint
locations for all pavement matches.
5. All reinforced concrete pipe shall conform to ASTM C-76 Specifications for the class of pipe indicated, and
shall be installed watertight.
6. All work will be inspected by the CITY OF REXBURG in accordance with the latest edition of the
"Construction Quality Assurance Manual".
7. Borrow shall be obtained from sources designated or approved in writing by the Engineer.
8. Clearing and grubbing shall consist of removing all natural and artificial objectionable materials. Under no
circumstances shall roadways be placed on frozen or objectionable material.
9. The subgrade shall be excavated and bladed to remove all uneven areas and to secure a uniform surface
true to grade and line. The subgrade material shall then be scarified to a depth of eight inches (8"),
adjusted to within approximately 2% of optimum moisture content and compacted to the minimum density
required as stated in ISPWC.
10. All concrete used shall be Class 4 and have a strength of four thousand (4000) PSI in twenty-eight (28)
days. The mix design for this concrete shall be approved by the Engineer. All concrete shall be cured by
a liquid membrane-forming curing compound method, unless otherwise specified in writing by the Engineer.
11. All road stripping and excess topsoil shall be stockpiled out of the right-of-way and stored at Contractor's
expense.
DEPARTMENT OF ENVIRONMENTAL QUALITY
WILLIAM TEUSCHER, WATER QUALITY ENGINEER
900 N SKYLINE DRIVE SUITE B
IDAHO FALLS, IDAHO 83402
(208) 528-2650
CENTURY LINK
NATHAN BURKE
48 N CENTER STREET
REXBURG, IDAHO 83440
(208) 525-4262
CONTACTS
INTERMOUNTIAN GAS COMPANY
SARAH ROBINSON, CONSUMER SALES REP.
1527 HOLLIPARK DRIVE
PO BOX 51220
IDAHO FALLS, IDAHO 83401
(208) 542-6612
ROCKY MOUNTAIN POWER
VINCE PHILLIPS, CONSTRUCTION CONTACT
(208) 390-8031
HARLEY LAURSEN, ESTIMATOR
(208)359-4237
REXBURG, IDAHO 83440
CABLE ONE
HEINZ SHREIER
(208) 589-2401
1525 SHERRY DRIVE
IDAHO FALLS, IDAHO 83403
(208) 523-4567
WATER CONSTRUCTION
1. Final approval and acceptance of all water construction will be by the CITY OF REXBURG Public Works
Department.
2. No construction shall begin before the Pre-Construction meeting, which the Contractor is required to attend.
3. Water inspections will be by the CITY OF REXBURG Public Works Department and their decision shall be
considered final.
4. All service lines shall be NSF 61 approved Poly tubing and installed using the following or equal. All service lines
shall be installed to ensure electrical continuity for the full length of the service lines up to water meter.
The use of couplings for service lines shall be restricted from being used. Service lines shall be one-inch
(1") or one and one-half (1.5") unless otherwise directed by the Department of Water.
5. The horizontal separation of the water and sewer mains shall be a minimum of ten feet (10'). Where it is
necessary for sewer, storm drain or irrigation (non-potable lines) and water to cross each other and the
non-potable line is less than eighteen inches (18") below, or the
non-potable line is above the water main, the non-potable line shall be PVC pressure pipe conforming to
AWWA C-900 and watertight joints for a distance of ten feet (10') on both sides of the water main, or sleeve
non-potable or potable main with potable water class pipe for ten (10) feet either side of crossing in
accordance with Section 542.07 of the Idaho Public Drinking Water Standards. One full length of both
water main and non-potable line shall be centered over the crossing point so that both joints will be as
far from the crossing point as possible. In lieu of constructing or reconstructing the non-potable water
main either the non-potable water main or water main JUNE be encased with a sleeving material acceptable
to the Department for a distance of ten horizontal feet (10') on both sides of the crossing.
6. The water main shall be tested for pressure, flushing, and disinfection in accordance with ISPWC Section
401 and in accordance with AWWA Standard C651.
7. Water meters and all related appurtenance's, including radio read hardware, will be provided by the CITY OF
REXBURG Water Department at the requester's expense.
8. The paving contractor shall set and pour concrete collars on all valves and manholes per ISPWC Standard
Drawing SD-405.
9. Do not reinstall or leave in-place damaged piped.
10. Water Department approved "Marking/Detect Tape" shall be placed over all water lines. Tape shall be placed
a minimum of six inches (6") and maximum of twelve inches (12") above all pipe.
11. All water services shall be reconnected to existing service lines.
12. All products in contact with potable water must comply with NSF61 regulations.
13. 12 gauge wire shall be shielded and taped to waterline.
14. Thrust blocks shall be installed per the latest edition of ISPWC SD-403.
REXBURG PUBLIC WORKS
JOEL GRAY, ENGINEER
35 NORTH 1ST EAST
REXBURG, IDAHO 83440
(208) 359-3020
SEWER CONSTRUCTION
1. Final approval and acceptance of all sewer construction will be by the CITY OF REXBURG Public Works
Department.
2. Sewer inspection will be by the CITY OF REXBURG Public Works Department and their decisions should
be considered as final. The Contractor will notify the CITY OF REXBUREG Public Works Dept. forty-eight
(48) hours prior to construction. The CITY OF REXBURG will provide periodic inspections of an eight-hour
(8) day from 8:00 a.m. to 5:00 p.m., for a forty-hour (40) week.
3. Service lines shall be marked in accordance with the ISPWC specifications and Standard Drawing SD-512.
Service line markers shall remain in place during construction and be present for final inspection.
4. Prior to Final Acceptance, after all utilities are installed and prior to paving, a water test shall be conducted. The
Contractor shall contact the CITY OF REXBURG a minimum of twenty-four (24) hours prior to testing. All
manholes shall be tested in accordance with the ISPWC.
5. The sewer contractor shall supply all lid assemblies and the required number of risers and grade rings. The
sewer contractor shall field verify the elevation of the top of the manhole cone to assure that ring
elevations match final street grades. The maximum height of the grade rings shall be such that the finish
grade elevation of the manhole frame and cover shall not be more than twelve inches (12") above the
manhole cone.
6. The paving contractor shall set the grade rings and pour the concrete collars per ISPWC Standard Drawing
SD-508. The paving contractor shall contact the CITY OF REXBURG Public Works Dept. twenty-four (24)
hours prior to pouring concrete collars.
7. The horizontal separation of the water and sewer mains shall be a minimum of ten feet (10'). Where it is
necessary for sewer, storm drain, or irrigation (non-potable lines) and water to cross each other and the
non-potable line is less than eighteen inches (18") below, or the non-potable line is above the water main,
the non-potable line shall be a PVC pressure pipe conforming to AWWA C-900 and watertight joints for a
distance of ten feet (10') on both sides of the water main, in accordance with Section 550.06 of the Idaho
Public Drinking Water Standards. One full length of both water main and non-potable line shall be centered
over the crossing point so that both joints will be as far from the crossing point as possible.
8. Groundwater levels shall be maintained below the bottom of the trench during the pipe laying and pipe
joining operations.
9. All stationing on the Sanitary Sewer line relates to the street centerline stationing.
10. The sewer main shall be tested for deflection in accordance with the ISPWC. All sewer lines shall be
televised with a closed circuit television camera in accordance with the ISPWC. No standing water shall be
present.
11. The Contractor shall leave the excavation for the upstream end of all service lines open for field verification
of the invert elevation by the CITY OF REXBURG Public Works Dept. Inspector. The Contractor shall not
backfill the ends of service lines until he has obtained approval from the CITY OF REXBURG Public Works
Inspector or made other arrangements for the verification of service line invert elevations. Invert elevations
shown on plans are calculated at the end of the service lines.
12. The Contractor shall construct the sanitary sewer in accordance with the plans approved by the CITY OF
REXBURG Public Works Department. These plans will be provided to the Contractor by the Project Inspector
prior to construction. Work shall not be done without the current set of approved plans.
13. All sanitary sewer service lines shall be four inch (4") PVC, stubbed fifteen feet (15') into the lots. Sewer
services must be placed with a minimum of 2% slope and identified by a 2"x4" board placed at the end of
stub and painted green.
14. Standard sanitary sewer manholes to be constructed in accordance with ISPWC Standard Drawing SD-501,and
Drop Manholes per ISPWC SD-504 with a wye and 45° elbowin lieu of a tee and 90° elbow.
15. All sanitary sewer service line trenches shall be tested for compaction in accordance with the ISPWC
Standards.
16. Storm drain and irrigation street crossing shall utilize Type 1 bedding material, placed in six inch (6") layers
as per ISPWC Typical Trench Detail, Drawing SD-301.
17. Storm drain manholes to be constructed in accordance with ISPWC Standard Drawing SD-612.
18. Do not reinstall or leave in-place damaged pipe.
19. Sewer Department approved "Marking/Detect Type" shall be placed over all sanitary sewer lines. Tape is to
be placed a minimum of six inches (6") and maximum of twelve inches (12") above all pipe.
CIVIL ENGINEER
HLE, INC.
LUKE JOLLEY, P.E.
800 JUDICIAL STREET
BLACKFOOT, IDAHO 83221
(208) 226-5764
SURVEYOR
HLE, INC.
CLINT M. JOLLEY, P.L.S.
985 NORTH CAPITAL
IDAHO FALLS, IDAHO 83402
(208) 524-0212
OWNER
AMERCO
2727 NORTH CENTRAL
PHOENIX, ARIZONA 85004
602-263-6502
ELECTRICAL CONSTRUCTION
Coordinate all new electrical facilities with Rocky Mountain
Power prior to construction.
WATER HYDRANT
WATER VALVE
WATER METER
WATER HYDRANT
WATER VALVE
WATER METER
STORM MANHOLE
CATCH BASIN
STORM MANHOLE
CATCH BASIN
SEWER MANHOLE SEWER MANHOLE
ELECTRIC POLEELECTRIC POLE
DITCH FLOWLINE
EPEDGE OF PVMT
RW
ROAD CENTERLINE
RIGHT OF WAY
EASEMENT LINE
BOUNDARY
LOT
SECTION LINE
SIGN SIGN
ROW
ROAD CENTERLINE
RIGHT OF WAY
EASEMENT LINE
BOUNDARY
LOT
X X XFENCE
EDGE OF WATER
OHP
12''WTR
8'' SAN (
12'' IRR (
SS SS SS SS SS
OVERHEAD POWER
12''STM )
12'' WWATERLINE
8'' SS (SEWERLINE
12'' I (IRRIGATION
WS WS WS WS WSWATER SERVICE
12'' SD (STORM DRAIN
WS WS WS WS
SS SS SS SS SSSEWER SERVICE
WATERLINE
SEWERLINE
WATER SERVICE
STORM DRAIN
SEWER SERVICE
IRRIGATION
LANDSCAPING
SIDEWALK
ASPHALT
CONTOURCONTOUR
DEMOLITION GB GB GB GB GBGRADE BREAK
LANDSCAPING
SIDEWALK
ASPHALT
GAS METER/RISER GAS METER/RISER
GAS GASGAS LINEGAS LINE
08/16/2022
UGP
6'
'
S
A
N
)
6'
'
S
A
N
)
X X X X X X X X X X X X X X X X
FO
FO
FO
FO
FO
FO
FO
FO
RW
RW RW RW RW RW RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW RW RW RW RW RW RW RW RW
RW
RW
RW
RW
RW
RW
RW
RW
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EO EO EO
X
X
X
X
X
X
X
OH
P
OHP
OHP
8'
'
W
T
R
8'
'
W
T
R
8'' SAN (8'' SAN (8'' SAN (8'' SAN (8'' SAN (
8'' SAN (
SS
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
12
'
'
S
A
N
(
12'' SAN (
6''SAN )
6''SAN )
4''S
A
N
)
OH
P
OH
P
OH
P
RW
RW
RW
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR
FO FO
6'
'
S
A
N
)
6'
'
S
A
N
)
6'
'
S
A
N
)
6'
'
S
A
N
)
6'
'
W
T
R
N89° 44' 25"E 480.00'
N0
°
1
5
'
3
5
"
W
2
9
1
.
0
0
'
N89° 44' 25"E 200.00'
S0
°
1
5
'
3
5
"
E
2
9
1
.
0
0
'
S89° 44' 25"W 200.00'
N67
°
1
1
'
1
1
"
W
28.
0
2
'
N
5
5
°
0
6
'
3
5
"
W
3
5
.
5
7
'
N
3
8
°
3
1
'
1
8
"
W
2
9
.
9
0
'
N
4
3
°
3
9
'
5
5
"
W
7
2
.
1
8
'
N55° 00' 35"W
9.80'
N73°
1
1
'
2
7
"
W
15.19
'
N89° 43' 33"W
46.00'
S42
°
2
3
'
2
7
"
W
55.
4
3
'
S3
0
°
1
1
'
1
2
"
W
23
.
7
2
'
N0
°
1
5
'
3
5
"
W
1
8
0
.
0
0
'
S89° 44' 25"W 175.00'
N0
°
1
5
'
3
5
"
W
2
2
0
.
0
0
'
N83° 13' 54"
W
35.31'
CHECK BY
DATE
SHEETS
DRAWN BY
REVISIONS
OF
SHEET NO.
DESIGN BY
BLJSWRHLE
JOB NO:
DATE:
22-526
AUGUST 2022
RE
X
B
U
R
G
,
I
D
A
H
O
U-
H
A
U
L
O
F
R
E
X
B
U
R
G
11
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
ci
v
i
l
&
s
t
r
u
c
t
u
r
a
l
e
n
g
i
n
e
e
r
i
n
g
ma
t
e
r
i
a
l
s
t
e
s
t
i
n
g
&
l
a
n
d
s
u
r
v
e
y
i
n
g
10
1
S
.
P
a
r
k
A
v
e
n
u
e
,
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
,
(
2
0
8
)
5
2
4
-
0
2
1
2
80
0
W
.
J
u
d
i
c
i
a
l
S
t
r
e
e
t
,
Bl
a
c
k
f
o
o
t
,
I
D
8
3
2
2
1
,
(
2
0
8
)
7
8
5
-
2
9
7
7
hl
e
i
n
c
.
c
o
m
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
DE
M
O
L
I
T
I
O
N
P
L
A
N
C3
N
S
E
C
O
N
D
E
A
S
T
E 4TH NORTH
N
T
H
I
R
D
E
A
S
T
REXBURG
C
O
M
P
A
N
Y
IRRIGATION
100-A SAWCUT AND REMOVE EXISTING ASPHALT TO THE LIMITS SHOWN
RETAIN AND PROTECT EXISTING POWER POLE AND OVERHEAD WIRES
RETAIN AND PROTECT EXISTING ROADWAY
RETAIN AND PROTECT EXISTING CURB AND GUTTER
RETAIN AND PROTECT EXISTING FIRE HYDRANT
RETAIN AND PROTECT EXISTING WATER LINE
DEMOLITION NOTES:
100-B
100-C
100-D
100-E
100-F100-A
100-A
100-A
100-A
100-B
100-B
100-B
100-C
100-C
100-C
60'
RW
99'
RW
60
'
RW
100-D
100-D
100-E
100-F
REMOVE EXISTING
CONCRETE AND ASPHALT
REMOVE EXISTING
SEPTIC AND APPURTANCES COORDINATE WITH ELECTRIC PROVIDER FOR ALL
ELECTRIC APPURTANANCE REMOVAL
REMOVE EXISTING
DRIVEWAY
REMOVE EXISTING
DRIVEWAY
CUT CURB AND GUTTER FOR NEW
DRIVEWAY INTALLATION
REMOVE A PORTION OF SIDEWALK
TO ACCOMODAT DRIVEWAY WIDENING
EXISTING HYDRANT TO REMAIN
REMOVE EXISTING
SEWER LINE. SEE NEW SEWER DESIGN.
EXISTING ELECTRIC POLE TO REMAIN
REMOVE EXISTING
FRENCH DRAIN
ABANDON WATER METER
ABANDON WATER METER AND VALVE
REMOVE MONUMENT SIGN, CONCRETE PADS AND BOLLARDS
08/16/2022
UGP
6'
'
S
A
N
)
6'
'
S
A
N
)
X X X X X X X X X X X X X X X X
FO
FO
FO
FO
FO
FO
FO
FO
RW
RW RW RW RW RW RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW RW RW RW RW RW RW RW RW
RW
RW
RW
RW
RW
RW
RW
RW
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
8'
'
W
T
R
8'
'
W
T
R
8'' SAN (8'' SAN (8'' SAN (8'' SAN (8'' SAN (
8'' SAN (
SS
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
12
'
'
S
A
N
(
6''SAN )
6''SAN )
4''S
A
N
)
OH
P
OH
P
OH
P
RW
RW
RW
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR
FO FO
6'
'
S
A
N
)
6'
'
S
A
N
)
6'
'
S
A
N
)
6'
'
S
A
N
)
6'
'
W
T
R
4
8
7
0
4
8
6
9
48
6
8
48
6
7
4
8
6
9
48
6
7
48
6
6
48
6
7
4
8
6
7
12
'
'
S
D
)
12'' SD )12'' SD )
4867
4868 4866
48
6
7
4868
4867
4869
4866
48
6
7
4868
6'
'
S
S
)
6'' SS )6'' SS )
4"
S
)
st
a
i
r
N89° 44' 25"E 480.00'
N0
°
1
5
'
3
5
"
W
2
9
1
.
0
0
'
N89° 44' 25"E 200.00'
S0
°
1
5
'
3
5
"
E
2
9
1
.
0
0
'
S89° 44' 25"W 200.00'
N6
7
°
1
1
'
1
1
"
W
28.
0
2
'
N
5
5
°
0
6
'
3
5
"
W
3
5
.
5
7
'
N
3
8
°
3
1
'
1
8
"
W
2
9
.
9
0
'
N
4
3
°
3
9
'
5
5
"
W
7
2
.
1
8
'
N55° 00' 35"W
9.80'
N73°
1
1
'
2
7
"
W
15.19
'
N89° 43' 33"W
46.00'
S42
°
2
3
'
2
7
"
W
55.
4
3
'
S3
0
°
1
1
'
1
2
"
W
23
.
7
2
'
N0
°
1
5
'
3
5
"
W
1
8
0
.
0
0
'
S89° 44' 25"W 175.00'
N0
°
1
5
'
3
5
"
W
2
2
0
.
0
0
'
N83° 13' 54"W
35.31'
6'' SS (
TETON GROUP OF REXBURG LLC
RPR0000002002A
HAWKER RYAN
RPR0000002002B
EAST IDAHO CREDIT UNION
RPRRXB10175952
LEWIS SCOTT R DDS PC
RPR0000017002A
TWJ INVESTMENTS LLC
RPR0000017001A
EREDETTI LLC
RPR6N40E204101
FF=4867.50
FF=4867.67
FF=4867.67
FF=4867.67
FF=4867.67
FF=4867.67
FF
=
4
8
6
7
.
9
0
FF=4867.17
FF=4867.17
FF=4867.17
4'
'
S
S
)
4'
'
S
S
)
BUILDING A
3-STORY
HEIGHT=43'-6"
FF=4867.50
BUILDING B
1-STORY
HEIGHT=51'-8"
FF=4868.00
6'
'
W
3/
4
'
'
W
3/4'' W 3/4'' W
1.5'' W 1.5'' W
1.
5
'
'
W
6'
'
W
R=9.5'
R=9.5'
R=2.5'
R=2.5'
R=25.5'
R=9.5'
R=14.5'
R=14.5'
R=9.5'
R =1 5.0'
R=14.5'
48674866
486748684869
4867
48
6
8
4866
4866 4867
4865
4865
4865
48684867
4866
4867
48
6
7
4866
4865
CHECK BY
DATE
SHEETS
DRAWN BY
REVISIONS
OF
SHEET NO.
DESIGN BY
BLJSWRHLE
JOB NO:
DATE:
22-526
AUGUST 2022
RE
X
B
U
R
G
,
I
D
A
H
O
U-
H
A
U
L
O
F
R
E
X
B
U
R
G
11
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
ci
v
i
l
&
s
t
r
u
c
t
u
r
a
l
e
n
g
i
n
e
e
r
i
n
g
ma
t
e
r
i
a
l
s
t
e
s
t
i
n
g
&
l
a
n
d
s
u
r
v
e
y
i
n
g
10
1
S
.
P
a
r
k
A
v
e
n
u
e
,
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
,
(
2
0
8
)
5
2
4
-
0
2
1
2
80
0
W
.
J
u
d
i
c
i
a
l
S
t
r
e
e
t
,
Bl
a
c
k
f
o
o
t
,
I
D
8
3
2
2
1
,
(
2
0
8
)
7
8
5
-
2
9
7
7
hl
e
i
n
c
.
c
o
m
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
GE
N
E
R
A
L
L
A
Y
O
U
T
C4
60'
RW
N
S
E
C
O
N
D
E
A
S
T
E 4TH NORTH
N
T
H
I
R
D
E
A
S
T
REXBURG
C
O
M
P
A
N
Y
IRRIGATION
10' SETBACK
99'
RW
60
'
RW
40
'
40'
40
'
ELECTRIC BOX TO REMAIN
FIBER OPTIC BOX TO REMAIN
SITE NOTES:
INSTALL PARKING LOT PAINT PER ARCHITECTURAL PLAN AND CURRENT MUTCD STANDARDS.
INSTALL 9'X20' STANDARD ADA STALL, INSTALL APPROPRIATE SURFACE MARKINGS AND SIGNS.
SAWCUT 2' MINIMUM AND REPLACE ASPHALT PER ISPWC STANDARD DETAIL SD-303.
INSTALL DRIVEWAY, CURB AND SIDEWALK PER CITY OF REXBURG STANDARD DETAIL NO. 7.
6' CONCRETE PARKING BUMPER. SEE ARCHITECTURAL SITE PLAN.
INSTALL FLEXIBLE PAVEMENT BALLAST PER DETAIL 3 ON SHEET 9.
INSTALL 24" CATCH CURB AND GUTTER PER ISPWC STANDARD DWG SD-701.
INSTALL 24" LIP DOWN CURB AND GUTTER PER DETAIL 1 ON SHEET 9.
INSTALL CURB DRAIN PER ISPWC STANDARD DETAIL SD-715.
INSTALL 5' TRANSITION FROM STANDARD CURB TO LIP DOWN CURB.
INSTALL 3' WIDE VALLEY GUTTER PER DETAIL 2 ON SHEET 9.
INSTALL 4" THICK FLUSH SIDEWALK PER ISPWC STANDARD. DWG. SD-709.
INSTALL PEDESTRIAN RAMP PER ISPWC STANDARD DWG SD-712D, TYPE C3.
NEW UTILITY INSTALLATION. SEE UTILITY/STORM DRAIN PLAN ON SHEET 6.
ELECTRICAL APPURTENANCE FOR REFERENCE ONLY . SEE ELECTRICAL DRAWINGS FOR DETAIL.
TRUCK WELL/LOADING DOCK. SEE ARCHITECTURAL PLANS SHEETS A2.1, A10.7 AND A10.10 FOR DETAIL.
INSTALL CATCH BASIN/60" MANHOLE AND GRATE. SEE DETAIL NO. 4 ON SHEET C9 FOR DETAIL.
INSTALL 48" MANHOLE WITH 24" FRAME AND COVER PER ISPWC STANDARD DETAIL SD-611. SEE ALSO
STORMTECH SECTION ON SHEET C7.
INSTALL STORM TECH INFILTRATION SYSTEM. SEE SHEET C7 FOR SECTIONS AND C10 FOR DETAILS.
INSTALL RIP-RAP EROSION PROTECTION. APPROXIMATE QUANTITY PER PLAN.
GAS METER FOR REFERENCE ONLY. TO BE INSTALLED BY GAS UTILITY.
1
2
3
4
5
6
7
8
9
10
11
12
13
1
1
1
12
3
3
3
3
4
4
4
5
5
5
6
6
6
6
6
6
6
7 9
14
8
8 8
8
8
8
8
8
8
8
8
10
9
15
11 11
11
11
11
11
11
11
12
1212
13
13
13
13
14
14
14
14
15
2 1
32
.
8
'
21
0
.
0
0
'
104'
87
.
8
'
63
.
7
8
'
10
.
0
'
10'
10.0'
16
17
18
17
19
17
191719
17
10
117.33'
298'
19
18
19
15
11
35.0
'
70
.
0
'
10.0'
1
2
.
0
'
20
.
0
'
9.0'
10.0'
20
.
0
'
9.0'
90
.
0
'
30.0'
30.0'
30
.
0
'
30
.
0
'
30
.
0
'
30
.
0
'
30
.
0
'
40
.
0
'
30.0'
30.0'30.0'
30.0'
20
20
21
21
21
GENERAL NOTES:
1.ALL RADII SHOW IS TO BACK OF CURB.
12'
18
'
SITE INFORMATION:
EXISTING SITE:
GROSS AREA: 310,303 SF OR 7.124 ACRES
ZONING: COMMUNITY BUSNIESS CENTER (CBC)
BUILDING A:
FOOTPRINT=33,838 G.S.F.
BUILDING TYPE: I-A (FIRST FLOOR ONLY, II-B
BUILDING B:
FOOTPRINT=24,756 G.S.F.
BUILDING TYPE: I-A
8.
0
'
5.
0
'
20
4CY
6CY
10.0'
280.0'
315.0'
10
.
0
'
15
TYP
15
TYP
08/16/2022
must be 8" sewer line.
there is existing service tying
into? Also concerned about depth
Need to verify location of caC
on building. caC must be
located with in 150 ft. of a fire
hydrant.
Sidewalks shall be provided along
the full length of the building along
any facade featuring a customer
entrance, and along any facade
abutting public parking areas. See
section 6.00.090,A,2
mlease provide sidewalk
connectivity fron internal sidewalks
to sidewalks in right-of-way. see
section 6.00.090,B
Existing low back curbing
replaced with high back
curbing. Typ 4 places
mlease show proposed locations for
snow storage. Include square
footage in notes. (iandscaping may
double as snow storage area)
Need to verify locations
of the caC. caC must
be located with in 150 ft.
of the fire hydrant.
Both building A & B will be required to
have (2) knox boxes installed. lne at
main entrance and the second at a side
door.
Retain and mrotect existing
sidewalk
Install new fire hydrant
closer to road and place
sidewalk 7 ft behind curb
As per Resolution 2022-07,
adopted April 6, 2022, new
development is required to follow
standards for the installation of
fiber conduit and distribution
boxes. iocation of conduit and
distribution boxes need to be
identified and shown on plans.
GB GB GB
UGP
6'
'
S
A
N
)
6'
'
S
A
N
)
X X X X X X X X X X X X X X X X
FO
FO
FO
FO
FO
FO
FO
FO
RW
RW RW RW RW RW RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW RW RW RW RW RW RW RW RW
RW
RW
RW
RW
RW
RW
RW
RW
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EO EO EO
X
X
X
X
X
X
X
8'
'
W
T
R
8'
'
W
T
R
8'' SAN (8'' SAN (8'' SAN (8'' SAN (8'' SAN (
8'' SAN (
SS SS
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
12
'
'
S
A
N
(
6''SAN )
6''SAN )
4''S
A
N
)
OH
P
OH
P
OH
P
RW
RW
RW
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR
FO FO
6'
'
S
A
N
)
6'
'
S
A
N
)
6'
'
S
A
N
)
6'
'
S
A
N
)
6'
'
W
T
R
4
8
7
0
4
8
6
9
48
6
8
48
6
7
4
8
6
9
48
6
7
48
6
6
48
6
7
4
8
6
7
GB
GB GB GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
RO
O
F
DR
A
I
N
S
ROOF
DRAINS
12
'
'
S
D
)
12'' SD )12'' SD )
4867
4868 4866
486
7
4868
4867
4869
4866
48
6
7
4868
6'
'
S
S
)
6'' SS )6'' SS )
4"
S
)
st
a
i
r
6'' SS (
TETON GROUP OF REXBURG LLC
RPR0000002002A
HAWKER RYAN
RPR0000002002B
EAST IDAHO CREDIT UNION
RPRRXB10175952
LEWIS SCOTT R DDS PC
RPR0000017002A
TWJ INVESTMENTS LLC
RPR0000017001A
EREDETTI LLC
RPR6N40E204101
FF=4867.50
FF=4867.67
FF=4867.67
FF=4867.67
FF=4867.67
FF=4867.67
FF
=
4
8
6
7
.
9
0
FF=4867.17
FF=4867.17
FF=4867.17
4'
'
S
S
)
4'
'
S
S
)
BUILDING A
3-STORY
HEIGHT=43'-6"
FF=4867.50
BUILDING B
1-STORY
HEIGHT=51'-8"
FF=4868.00
6'
'
W
3/
4
'
'
W
3/4'' W 3/4'' W
1.5'' W 1.5'' W
1.
5
'
'
W
6'
'
W
48674866
486748684869
4867
48
6
8
4866
4866 4867
4865
4865
4865
4868
4867
4866
4867
48
6
7
4866
4865
0.70%
0.60%
0.46%
0.
4
1
%
0.40%
0.47%
0.40%
0.
4
0
%
5.08%
1.75%
0.40%
0.
4
0
%
0.
6
7
%
0.
4
0
%
0.
9
4
%
0.40%
0.91%0.60%
1.28%
1.
3
8
%
1.57
%
1
.
5
5
%
2.
7
5
%
4.
3
7
%
1.39%
0.
4
0
%
1.12%1.13%
2.73
%
1.34%
2.
1
9
%
1.74%
1.50%
1.5
5
%
1.9
9
%
1
.
6
7
%
1.5
0
%
2.72
%
5.93%
2.
7
5
%
5.
1
5
%
1
.
2
3
%
1.
5
4
%
3.
1
8
%
2.
4
5
%
1.
8
8
%
0.
4
7
%
4.
4
0
%
4.
4
1
%
1.
2
9
%
1.
6
7
%
1.
6
7
%
1.
9
9
%
0.61%
1.
6
0
%
4.
2
3
%
5.
7
5
%
1.53%
1.7
7
%
1.50
%
1.6
0
%
1.60%
1.69%
1.59%
EP:4869.76
E
P
:
4
8
6
9
.
6
9
EP:
4
8
6
8
.
6
0
EP:
4
8
6
8
.
6
6
EP:
4
8
6
8
.
8
5
EP:
4
8
6
8
.
5
0
E
P
:
4
8
6
9
.
7
0
E
P
:
4
8
6
9
.
6
4
EP:4869.53
E
P
:
4
8
6
9
.
3
7
NG:
4
8
6
6
.
4
8
NG:4866.65
EP
:
4
8
6
7
.
5
1
EP:
4
8
6
7
.
6
5
EP
:
4
8
6
7
.
7
4
EP:
4
8
6
8
.
1
2
EP
:
4
8
6
8
.
3
9
EP
:
4
8
6
8
.
2
8
EP
:
4
8
6
8
.
8
8
EP:
4
8
6
9
.
6
0
EP:
4
8
7
1
.
0
6
NG
:
4
8
6
7
.
4
5
NG
:
4
8
6
9
.
0
8
NG
:
4
8
6
9
.
4
3
NG:4866.95
NG
:
4
8
6
8
.
1
4
NG
:
4
8
6
8
.
2
7
NG
:
4
8
6
9
.
0
5
NG
:
4
8
6
9
.
0
8
NG
:
4
8
6
6
.
8
5
NG
:
4
8
6
8
.
5
7
NG
:
4
8
6
6
.
9
5
NG
:
4
8
6
7
.
4
2
NG
:
4
8
7
1
.
3
2
4870.50
TBC-HP
4870.26
TBC-PC
4868.00
TBC-PC
4868.50
TBC-HP
4868.50
TBC
4868.10
TBC
4868.20
TBC
4868.30
TBC
4868.50
TBC
4869.30
TBC-HP
4868.90
TBC-PC
4868.50
TBC
4868.00
TOA
4868.00
C
4867.87
C
4867.73
TOA
4868.23
TBC-PC
4869.25
TBC-HP
4869.30
TBC-PC
4869.20
TBC-PC
4867.50
TOA
4867.50
TOA
4867.50
TOA
4867.50
TOA
4867.50
TOA
4867.50
TOA
4867.50
TOA
4867.50
TOA
4867.50
TOA
4867.50
TOA
4867.50
TOA
4867.50
TOA
4867.49
TOA
4867.50
TOA
4867.50
TOA
4867.50
TOA
4867.50
TOA
4867.50
TOA
4867.00
TOA
4867.00
TOA
4867.00
TOA
4867.00
TOA
4867.50
TOA
4867.50
TOA
4867.00
TOA
4867.00
TOA
4867.00
TOA
4867.00
TOA
4866.00
VG
4866.53
VG
4867.25
VG
4867.25
VG
4866.29
VG
4867.27
VG
4866.51
VG
4867.22
VG
4867.01
VG
4866.27
VG
4866.09
VG
4869.80
TBC-PC
4868.40
TBC-PC
4868.41
TBC-PC
4868.90
TBC
4868.90
TBC
4868.40
TBC
4868.40
TBC
4868.11
TBC
4867.50
TOA
4867.50
TBC-HP
4868.00
TBC
4867.33
TOA
4867.33
TOA
4866.09
VG
4867.20
VG
4868.60
TBC
4867.80
VG
4867.26
VG
4866.98
VG
4868.50
TBC
4866.98
VG
4867.35
VG
4867.35
VG
4866.83
VG
4866.83
VG
4867.10
VG
4867.46
VG
4868.96
TBC-HP
4868.00
TBC
4867.30
VG FL
4865.83
VG
4865.83
VG
4866.73
VG
4867.14
VG
4867.60
TBC-GB
4866.68
VG
4866.68
VG
4865.83
VG
4865.83
VG
4866.93
TBC
4870.20
TBC-PC
4869.06
TBC-PC
4867.02
TOA
4866.85
VG
4868.63
TBC-GB
4868.50
TBC
4868.90
TBC-PC
4867.50
C
4867.50
C
4867.50
C
4867.50
C
4867.00
TOA
4867.00
TOA
4867.00
TOA
4867.40
TBC 4867.83
TBC
4867.50
TOA
4866.09
VG FL
4868.23
TBC-PC
1.5
8
%
GB GB GB
12
'
'
S
D
)
12
'
'
S
D
)
3/4'' W
6'' W
3/4'' W 3/4'' W
GB
4868.00
C
4868.00
C
4867.87
C
4867.98
C
4867.85
C
4867.70
C
4864.00
GR
4868.00
C
CHECK BY
DATE
SHEETS
DRAWN BY
REVISIONS
OF
SHEET NO.
DESIGN BY
BLJSWRHLE
JOB NO:
DATE:
22-526
AUGUST 2022
RE
X
B
U
R
G
,
I
D
A
H
O
U-
H
A
U
L
O
F
R
E
X
B
U
R
G
11
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
ci
v
i
l
&
s
t
r
u
c
t
u
r
a
l
e
n
g
i
n
e
e
r
i
n
g
ma
t
e
r
i
a
l
s
t
e
s
t
i
n
g
&
l
a
n
d
s
u
r
v
e
y
i
n
g
10
1
S
.
P
a
r
k
A
v
e
n
u
e
,
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
,
(
2
0
8
)
5
2
4
-
0
2
1
2
80
0
W
.
J
u
d
i
c
i
a
l
S
t
r
e
e
t
,
Bl
a
c
k
f
o
o
t
,
I
D
8
3
2
2
1
,
(
2
0
8
)
7
8
5
-
2
9
7
7
hl
e
i
n
c
.
c
o
m
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
GR
A
D
I
N
G
P
L
A
N
C5
60'
RW
N
S
E
C
O
N
D
E
A
S
T
E 4TH NORTH
N
T
H
I
R
D
E
A
S
T
REXBURG
C
O
M
P
A
N
Y
IRRIGATION
10' SETBACK99'
RW
60
'
RW
ELEVATION OF TOP BACK OF CURB
POINT OF CURVATURE
HIGH POINT
SWALE
LOW POINT
SWL
HP
PC
LP
4710.5
4710.5
4710.5
4710.5
TSW
4710.5
TOP OF SIDEWALK
4710.5
TBC
4710.5
INFLECTION POINT
MATCH EXISTING
MATCH
4710.5
END
END
4710.5
4710.5
C TOP OF CONCRETE
4710.5
BTM BOTTOM
TOP OF ASPHALTTOA
4710.5
TOP BACK WALL4710.5
4710.5 VALLEY GUTTER
GB
TOP
TBW
VG
4710.5 GRADE BREAK
4710.5 TOP
PONDPND
4710.5
CURB TERMINUSTRM
4710.5
TOP OF GROUND/LANDSCAPEGRND
4710.5
GRADING LEGEND:
STORM AREA A
63,750 sf
VR=4,804 cf
VP=4,987 cf
STORM AREA C
25,280 sf
VR=1,905 cf
VP=2,384 cf
STORM AREA B
57,500 sf
VR=4,333 cf
VP=4,518 cf
STORM AREA E
100,900 sf
VR=7,605 sf
VP=9,750 sf
STORM AREA F
3,300 sf
VR=248 cf
VP=560 cf
STORM AREA D
31,000 sf
VR=2,336 cf
VP=3,290 cf
TRUCK WELL DETAIL
1"=20'
FF=4868.00
STORM AREA G
(truck well)
2,380 sf
VR=179 cf
VP=3,160 cf
0.5% MIN
0.
5
%
M
I
N
10
.
0
%
40
'
0.
5
%
M
I
N
08/16/2022
UGP
6'
'
S
A
N
)
6'
'
S
A
N
)
X X X X X X X X X X X X X X X X
FO
FO
FO
FO
FO
FO
FO
FO
RW
RW RW RW RW RW RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW RW RW RW RW RW RW RW RW
RW
RW
RW
RW
RW
RW
RW
RW
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EO EO EO
X
X
X
X
X
X
X
8'
'
W
T
R
8'
'
W
T
R
8'' SAN (8'' SAN (8'' SAN (8'' SAN (8'' SAN (
8'' SAN (
SS SS
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
12
'
'
S
A
N
(
6''SAN )
6''SAN )
4''S
A
N
)
OH
P
OH
P
OH
P
RW
RW
RW
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR
FO FO
6'
'
S
A
N
)
6'
'
S
A
N
)
6'
'
S
A
N
)
6'
'
S
A
N
)
6'
'
W
T
R
4
8
7
0
4
8
6
9
48
6
8
48
6
7
4
8
6
9
48
6
7
48
6
6
48
6
7
4
8
6
7
12
'
'
S
D
)
12'' SD )12'' SD )
4867
4868 4866
486
7
4868
4867
4869
4866
48
6
7
4868
6'
'
S
S
)
6'' SS )6'' SS )
4"
S
)
st
a
i
r
N89° 44' 25"E 480.00'
N0
°
1
5
'
3
5
"
W
2
9
1
.
0
0
'
N89° 44' 25"E 200.00'
S0
°
1
5
'
3
5
"
E
2
9
1
.
0
0
'
S89° 44' 25"W 200.00'
N67
°
1
1
'
1
1
"
W
28.
0
2
'
N
5
5
°
0
6
'
3
5
"
W
35
.
5
7
'
N
3
8
°
3
1
'
1
8
"
W
2
9
.
9
0
'
N
4
3
°
3
9
'
5
5
"
W
7
2
.
1
8
'
N55° 00' 35"W
9.80'
N73°
1
1
'
2
7
"
W
15.19
'
N89° 43' 33"W
46.00'
S42
°
2
3
'
2
7
"
W
55.
4
3
'
S3
0
°
1
1
'
1
2
"
W
23
.
7
2
'
N0
°
1
5
'
3
5
"
W
1
8
0
.
0
0
'
S89° 44' 25"W 175.00'
N0
°
1
5
'
3
5
"
W
2
2
0
.
0
0
'
N83° 13' 54"
W
35.31'
6'' SS (
TETON GROUP OF REXBURG LLC
RPR0000002002A
HAWKER RYAN
RPR0000002002B
EAST IDAHO CREDIT UNION
RPRRXB10175952
LEWIS SCOTT R DDS PC
RPR0000017002A
TWJ INVESTMENTS LLC
RPR0000017001A
EREDETTI LLC
RPR6N40E204101
FF=4867.50
FF=4867.67
FF=4867.67
FF=4867.67
FF=4867.67
FF=4867.67
FF
=
4
8
6
7
.
9
0
FF=4867.17
FF=4867.17
FF=4867.17
4'
'
S
S
)
4'
'
S
S
)
BUILDING A
3-STORY
HEIGHT=43'-6"
FF=4867.50
BUILDING B
1-STORY
HEIGHT=51'-8"
FF=4868.00
6'
'
W
3/
4
'
'
W
3/4'' W 3/4'' W
1.5'' W 1.5'' W
1.
5
'
'
W
6'
'
W
48674866
486748684869
4867
48
6
8
4866
4866 4867
4865
4865
4865
4868
4867
4866
4867
48
6
7
4866
4865
EP:4869.76
E
P
:
4
8
6
9
.
6
9
EP:
4
8
6
8
.
6
0
EP:
4
8
6
8
.
6
6
EP:
4
8
6
8
.
8
5
EP:
4
8
6
8
.
5
0
E
P
:
4
8
6
9
.
7
0
E
P
:
4
8
6
9
.
6
4
EP:4869.53
E
P
:
4
8
6
9
.
3
7
NG:
4
8
6
6
.
4
8
NG:4866.65
EP
:
4
8
6
7
.
5
1
EP:
4
8
6
7
.
6
5
EP
:
4
8
6
7
.
7
4
EP:
4
8
6
8
.
1
2
EP
:
4
8
6
8
.
3
9
EP
:
4
8
6
8
.
2
8
EP
:
4
8
6
8
.
8
8
EP:
4
8
6
9
.
6
0
EP:
4
8
7
1
.
0
6
NG
:
4
8
6
7
.
4
5
NG
:
4
8
6
9
.
0
8
NG
:
4
8
6
9
.
4
3
NG:4866.95
NG
:
4
8
6
8
.
1
4
NG
:
4
8
6
8
.
2
7
NG
:
4
8
6
9
.
0
5
NG
:
4
8
6
9
.
0
8
NG
:
4
8
6
6
.
8
5
NG
:
4
8
6
8
.
5
7
NG
:
4
8
6
6
.
9
5
NG
:
4
8
6
7
.
4
2
NG
:
4
8
7
1
.
3
2
CHECK BY
DATE
SHEETS
DRAWN BY
REVISIONS
OF
SHEET NO.
DESIGN BY
BLJSWRHLE
JOB NO:
DATE:
22-526
AUGUST 2022
RE
X
B
U
R
G
,
I
D
A
H
O
U-
H
A
U
L
O
F
R
E
X
B
U
R
G
11
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
ci
v
i
l
&
s
t
r
u
c
t
u
r
a
l
e
n
g
i
n
e
e
r
i
n
g
ma
t
e
r
i
a
l
s
t
e
s
t
i
n
g
&
l
a
n
d
s
u
r
v
e
y
i
n
g
10
1
S
.
P
a
r
k
A
v
e
n
u
e
,
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
,
(
2
0
8
)
5
2
4
-
0
2
1
2
80
0
W
.
J
u
d
i
c
i
a
l
S
t
r
e
e
t
,
Bl
a
c
k
f
o
o
t
,
I
D
8
3
2
2
1
,
(
2
0
8
)
7
8
5
-
2
9
7
7
hl
e
i
n
c
.
c
o
m
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
UT
I
L
I
T
Y
P
L
A
N
C6
E 4TH NORTH
60
'
RW
500-2
100-1
60'
RW
N
S
E
C
O
N
D
E
A
S
T
N
T
H
I
R
D
E
A
S
T
REXBURG
C
O
M
P
A
N
Y
IRRIGATION
10' SETBACK99'
RW
CONSTRUCTION NOTES:
GENERAL:
RETAIN AND PROTECT EXISTING UTILITY.
WATER:
INSTALL 6" FIRE LINE.
INSTALL FIRE HYDRANT ASSEMBLY PER ISPWC STANDARD DWG SD-404.
INSTALL WATER SERVICE LINE CONNECTION PER CITY OF REXBURG STANDARD DRAWING 14. SIZE PER
PLAN.
INSTALL 1" WATER LANDSCAPE SERVICE REXBURG STANDARD DRAWING 13. S
INSTALL WATER FITTING (TEE OR BEND) AND THRUST BLOCK PER ISPWC STANDARD DWG SD-403. SIZE
AND ANGLE PER PLAN.
INSTALL 6"x6" BEND AND THRUST BLOCK PER ISPWC STANDARD DWG SD-403.
SEWER:
INSTALL 6" SANITARY SEWER SERVICE LINE AT 1% MIN SLOPE PER ISPWC STANDARD DETAIL SD-511.
INSTALL 4" SANITARY SEWER SERVICE LINE AT 1% MIN SLOPE. SEE PLUMBING PLANS FOR CONTINUATION.
INSTALL SANITARY SEWER MANHOLE PER ISPWC STANDARD. DWG. IF-501 SEE SEWER MAIN PLAN AND
PROFILE SHEET.
INSTALL SANITARY SEWER CLEANOUT AND TRAFFIC RATED COVER PER ISPWC STANDARD DRAWING
SD506A.
STORM DRAIN:
INSTALL 12" STORM PIPE AT 0.22% MIN SLOPE.
INSTALL CATCH BASIN/60" MANHOLE AND GRATE. SEE DETAIL NO. 4 ON SHEET C9 FOR DETAIL.
INSTALL 48" MANHOLE WITH 24" FRAME AND COVER PER ISPWC STANDARD DETAIL SD-611. SEE ALSO
STORMTECH SECTION ON SHEET C7.
INSTALL STORM TECH INFILTRATION SYSTEM. SEE SHEET C7 FOR SECTIONS AND C10 FOR DETAILS.
INSTALL CURB DRAIN PER ISPWC STANDARD DRAWING SD-715 WITH RIP-RAP EROSION PROTECTION,
APPROXIMATE QUANTITY PER PLAN.
400-1
400-2
400-3
400-4
400-5
400-6
500-1
500-2
600-1
600-2
600-3
100-1
400-3
400-2
400-4
400-6
400-6
400-7400-5
400-5
500-3
500-1
500-3
500-3
500-3
100-1
100-1
600-2
600-2
600-2
600-4
600-4
600-2
600-2
600-1
600-1
600-4
600-3
600-4
600-4
400-3
400-3
SEE FIRE PROTECTION
PLANS FOR CONTINUATION
SEE FIRE PROTECTION
PLANS FOR CONTINUATION
600-5
600-5
600-5
1.5"
90°
90°
90°
90°
90°
400-3 3/4"
1"
400-5
500-4
500-4
500-4
500-2
500-2
400-1
400-1
08/16/2022
Could one of the existing
water meters on 2nd E be
used for irrigation?
4858
4860
4862
4864
4866
4868
4870
4857
4858
4860
4862
4864
4866
4868
4870
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
STORM CB#1
GRATE:4865.83
12" E INV OUT:4862.83
INSTALL 164'
O
F
1
2
"
A
D
S
N
-
1
2
.
STORM PIPE
@
1
.
1
5
%
STORM CB#2
GRATE:4865.83
12" W INV IN:4860.94
24" E INV OUT:4860.84
CHAMBER BOTT:
ELEV:4860.83
STORM CB#3
GRATE:4866.00
24" E INV OUT:4861.02
CHAMBER BOTT:
ELEV:4861.01
INSTALL 5' OF 24" ADS N-12. STORM PIPE @ 0.22%
INSTALL 5' OF 24" ADS N-12. STORM PIPE @ 0.22%
TOP OF STONE:
ELEV:4863.83
BOTT OF STONE:
ELEV:4859.33
TOP OF STONE:
ELEV:4864.00
BOTT OF STONE:
ELEV:4859.51
6'
'
S
A
N
)
6'
'
S
A
N
)
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
12'' SD )12'' SD )12'' SD )12'' SD )
486
7
4868
0+00 1+00 2+00 3+00 4+00 5+00
2+00 3+00 4+004+00
1.5'' W 1.5'' W 1.5'' W 1.5'' W
1.
5
'
'
W
6'
'
W
6'
'
W
GB
GB
XXXXXXXXX
XXXXXXXXXXXX
XXXXXXXXXXXXXXXXX
8'
'
W
T
R
FO
FO
GB
GB
G
B
G
B
12'' SD )12'' SD )12'' SD )0+00 1+00 2+00 2+42
N0° 15' 35"W 291.00'
0+00 0+82
6'' W 6'' W 6'' W
3/4'' W 3/4'' W
3/
4
'
'
W
6'
'
W
3/
4
'
'
W
GB
NG:
4
8
6
6
.
6
5
EP:4867.65
NG
:
4
8
6
6
.
9
5
4862
4864
4866
4868
4870
4860
4862
4864
4866
4868
4870
0+00 0+50 1+00 1+50 2+00 2+50
STORM CB#4
GRATE:4866.83
12" N INV OUT:4863.83
INSTALL 124
'
O
F
1
2
"
A
D
S
N
-
1
2
.
S
T
O
R
M
P
I
P
E
@
1
.
2
8
%
CHAMBER BOTT:
ELEV:4862.13
STORM CB#5
GRATE:4866.98
12" S INV IN:4862.24
24" N INV OUT:4862.14
TOP OF STONE:
ELEV:4865.13
BOTT OF STONE:
ELEV:4860.63
4860
4862
4864
4866
4868
4870
4859
4860
4862
4864
4866
4868
4870
0+00 0+50 0+82
STORM SDMH#1
GRATE:4864.50
6" N INV IN:4861.50
24" S INV OUT:4861.40
INSTALL 5' OF 6" PVC PIPE AND FITTINGS
INSTALL 8' OF 24" ADS N-12. STORM PIPE @ 0.22%
TOP OF STONE:
ELEV:4864.38
BOTT OF STONE:
ELEV:4859.88
CHAMBER BOTT:
ELEV:4861.38
0+00 0+82
3/
4
'
'
W
6'
'
W
3/
4
'
'
W
GB
CHECK BY
DATE
SHEETS
DRAWN BY
REVISIONS
OF
SHEET NO.
DESIGN BY
BLJSWRHLE
JOB NO:
DATE:
22-526
AUGUST 2022
RE
X
B
U
R
G
,
I
D
A
H
O
U-
H
A
U
L
O
F
R
E
X
B
U
R
G
11
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
ci
v
i
l
&
s
t
r
u
c
t
u
r
a
l
e
n
g
i
n
e
e
r
i
n
g
ma
t
e
r
i
a
l
s
t
e
s
t
i
n
g
&
l
a
n
d
s
u
r
v
e
y
i
n
g
10
1
S
.
P
a
r
k
A
v
e
n
u
e
,
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
,
(
2
0
8
)
5
2
4
-
0
2
1
2
80
0
W
.
J
u
d
i
c
i
a
l
S
t
r
e
e
t
,
Bl
a
c
k
f
o
o
t
,
I
D
8
3
2
2
1
,
(
2
0
8
)
7
8
5
-
2
9
7
7
hl
e
i
n
c
.
c
o
m
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
ST
O
R
M
T
E
C
H
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C7
22
"
M
I
N
.
22
"
M
I
N
.
22
"
M
I
N
.
TRAFFIC RATED
TRENCH DRAIN
SC-740
SC-740
SC-740SC-740
3/4" SERVICE LINE
3/4" SERVICE LINE
6" FIRE LINE
18
"
M
I
N
.
1-1/2" SERVICE LINE
6" FIRE LINE
18
"
M
I
N
.
6" SEWER LINE
INV=4857.00±
FIELD VERIFY ELEVATION
08/16/2022
4860
4862
4864
4866
4868
4870
4858
4860
4862
4864
4866
4868
4870
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+004+00
San. MH #1
Rim:4867.00
E 6" INV IN:4863.30
N 6" INV OUT:4863.20 San. MH #2
Rim:4867.02
S 6" INV IN:4862.01
E 6" INV OUT:4861.91
Install 119' of 6"
A
S
T
M
D
-
3
0
3
4
S
a
n
.
P
i
p
e
@
1
.
0
0
%
Install 233' of 6"
A
S
T
M
D
-
3
0
3
4
S
a
n
.
P
i
p
e
@
1
.
0
0
%
San. MH #3
Rim:4866.53
W 6" INV IN:4859.58
UGP UGP UGP
6'
'
S
A
N
)
6'
'
S
A
N
)
6'
'
S
A
N
)
RW
X
X
X
X
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
6''SAN )6''SAN )
6''SAN )
6''SAN )
6''SAN )
4''S
A
N
)
4
8
6
9
GB GB GB
GB
GB
GB 4868
48674868
6'
'
S
S
)
6'
'
S
S
)
6'' SS )6'' SS )6'' SS )6'' SS )6'' SS )
0+00 1+00
2+00
2+92
0+
0
0
1+
0
0
2+00 3+00 4+004+00
4"
S
)
S89° 44' 25"W 175.00'
N0
°
1
5
'
3
5
"
W
2
2
0
.
0
0
'
6'' SS (6'' SS (
4'
'
S
S
)
BUILDING A
3-STORY
HEIGHT=43'-6"
FF=4867.50
1.
5
'
'
W
1.
5
'
'
W
6'
'
W
4866
4867
NG
:
4
8
6
8
.
1
4
NG
:
4
8
6
8
.
2
7
4860
4862
4864
4866
4868
4870
4858
4860
4862
4864
4866
4868
4870
0+00 0+50 1+00 1+50 2+00 2+50 2+92
Existing 6" San. Pipe @ -1.00%±
Existing 6" San.
P
i
p
e
@
1
.
0
1
%
±
San. MH #1
Rim:4867.00
E 6" INV IN:4863.30
N 6" INV OUT:4863.20 San. MH #EX SSMH #1
Rim:4866.49
W 6" INV IN:4860.86
N 6" INV OUT:4860.82
Install 85' of 6" AS
T
M
D
-
3
0
3
4
S
a
n
.
P
i
p
e
@
1
.
0
0
%
Existing Sewer Connection to Bank
CHECK BY
DATE
SHEETS
DRAWN BY
REVISIONS
OF
SHEET NO.
DESIGN BY
BLJSWRHLE
JOB NO:
DATE:
22-526
AUGUST 2022
RE
X
B
U
R
G
,
I
D
A
H
O
U-
H
A
U
L
O
F
R
E
X
B
U
R
G
11
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
ci
v
i
l
&
s
t
r
u
c
t
u
r
a
l
e
n
g
i
n
e
e
r
i
n
g
ma
t
e
r
i
a
l
s
t
e
s
t
i
n
g
&
l
a
n
d
s
u
r
v
e
y
i
n
g
10
1
S
.
P
a
r
k
A
v
e
n
u
e
,
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
,
(
2
0
8
)
5
2
4
-
0
2
1
2
80
0
W
.
J
u
d
i
c
i
a
l
S
t
r
e
e
t
,
Bl
a
c
k
f
o
o
t
,
I
D
8
3
2
2
1
,
(
2
0
8
)
7
8
5
-
2
9
7
7
hl
e
i
n
c
.
c
o
m
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
SE
W
E
R
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C8
This Section of Sewer Main to be Removed
1-1/2" SERVICE LINE 6" FIRE LINE
18
"
M
I
N
.
Connect to existing sewer
Inv=4859.56±
08/16/2022
Existing 8" sewer line
Approximate location of
existing head manhole
CHECK BY
DATE
SHEETS
DRAWN BY
REVISIONS
OF
SHEET NO.
DESIGN BY
BLJSWRHLE
JOB NO:
DATE:
22-526
AUGUST 2022
RE
X
B
U
R
G
,
I
D
A
H
O
U-
H
A
U
L
O
F
R
E
X
B
U
R
G
11
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
ci
v
i
l
&
s
t
r
u
c
t
u
r
a
l
e
n
g
i
n
e
e
r
i
n
g
ma
t
e
r
i
a
l
s
t
e
s
t
i
n
g
&
l
a
n
d
s
u
r
v
e
y
i
n
g
10
1
S
.
P
a
r
k
A
v
e
n
u
e
,
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
,
(
2
0
8
)
5
2
4
-
0
2
1
2
80
0
W
.
J
u
d
i
c
i
a
l
S
t
r
e
e
t
,
Bl
a
c
k
f
o
o
t
,
I
D
8
3
2
2
1
,
(
2
0
8
)
7
8
5
-
2
9
7
7
hl
e
i
n
c
.
c
o
m
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
AGGREGATE BASE
1" BATTER
4"
1'- 0 1/2"
5 3/4"
R=1/2"
+1/2"
R=3 1/2"
R=1"
6"
2' 0"
1' - 6"
6"
6"
6 3/4"
R=1/2"
1"
6"
6" TYP
4" COMPACTED
BASE
4"
T
Y
P
2- #4 BAR, CONT
1.
5
"
3'-0"
8"
6" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
16" DEPTH UNCRUSHED AGGREGATE
SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
4" DEPTH ASPHALT PLANT MIX
6" LIP DOWN CURB AND GUTTER
(N.T.S.)1
ASPHALT BALLAST SECTION
(N.T.S.)3
3' WIDE VALLEY GUTTER
(N.T.S.)2
HEAVY
DE
T
A
I
L
S
C9
60" MANHOLE/CATCH BASIN AND GRATE
(N.T.S.)4
NOTE: GRATE B WILL BE USED ONLY WHEN SPECIFIED.
(WEIGHT: APPROX 200 LBS)
(WEIGHT: APPROX 180 LBS)
WELDED (TYPICAL)
TO BE RESISTANCE
BEARING BARS
BEARING BARS
BEARING BARS
(OUTER BARS
INCLUDED)
GRATE FRAME (STEEL)
WELDED (TYPICAL)
SECTION A-A
PLAN VIEW
GRATE B (STEEL)
GRATE A (STEEL)
TO BE RESISTANCE
SECTION A-A
PLAN VIEW
(2) s 31
2"x 31
2"x 3
8"x 2'-1"
(2) s 31
2" x 31
2" x 3
8" x 4'-0"
(4)- 3 1
2 "x 3
4 "
-CROSS BARS-
3
8 "
Ø x 2'-0 1
8 " OR
RECTANGULAR BAR
OF EQUIVALENT AREA
(NOTE: CROSS BARS
NOTCHED THROUGH
BEARING BARS)
(2)- 3 1
2 "x 3
8 "
-CROSS BARS-
3
8 "Ø x 2'-0 1
8 " OR
RECTANGULAR BAR
OF EQUIVALENT AREA
(NOTE: CROSS BARS
NOTCHED THROUGH
BEARING BARS)
(11) - 3"x 3
8 "
11 SPACES @
4"= 3'-8"
3'-103 4"
A
5
S
P
A
C
E
S
@
43
4"=
1
'
-
1
1
3
4"
13
8 "
3 1
2 "
A
11 SPACES @
4"= 3'-8"
13
8 "
13
8 "
A A
316"
1 3
8"
3"
2'- 018"
2'-018"
163"
10
S
P
A
C
E
S
@
238"=
1
'
-
1
1
3 4"
3'-103 4"
316"
"163
#4 BARS @ 12" O.C.E.W.2'-0"
3'-0"
1
2
"
M
I
N
.
D
I
A
.
PIPE SUPPORT
FOR CONCRETE PIPE
6
"
SLOPE
TYP.
#4 BARS @ 12" O.C EACH WAY
PROOF ROLL SUBBASE
6 3/4" CRUSHED GRAVEL
VA
R
I
E
S
S
E
E
P
L
A
N
A
N
D
S
E
C
T
I
O
N
S
PLAN VIEW
SEE GRATE DETAIL
1
3
/
4
"
5'-0"
1
3
/
4
"
SLOPE 2"
5'
-
0
"
6"6"
2'-0"
6"
SEE GRATE DETAIL
60"
08/16/2022
CHECK BY
DATE
SHEETS
DRAWN BY
REVISIONS
OF
SHEET NO.
DESIGN BY
BLJSWRHLE
JOB NO:
DATE:
22-526
AUGUST 2022
RE
X
B
U
R
G
,
I
D
A
H
O
U-
H
A
U
L
O
F
R
E
X
B
U
R
G
11
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
ci
v
i
l
&
s
t
r
u
c
t
u
r
a
l
e
n
g
i
n
e
e
r
i
n
g
ma
t
e
r
i
a
l
s
t
e
s
t
i
n
g
&
l
a
n
d
s
u
r
v
e
y
i
n
g
10
1
S
.
P
a
r
k
A
v
e
n
u
e
,
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
,
(
2
0
8
)
5
2
4
-
0
2
1
2
80
0
W
.
J
u
d
i
c
i
a
l
S
t
r
e
e
t
,
Bl
a
c
k
f
o
o
t
,
I
D
8
3
2
2
1
,
(
2
0
8
)
7
8
5
-
2
9
7
7
hl
e
i
n
c
.
c
o
m
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
ST
O
R
M
T
E
C
H
D
E
T
A
I
L
S
C10
ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS
PLEASE NOTE:
1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".
2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR
COMPACTION REQUIREMENTS.
4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
NOTES:
1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH
CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5.REQUIREMENTS FOR HANDLING AND INSTALLATION:
·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.
·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”.
·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550
LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW
COLORS.
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT
D
FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C'
LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED
GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D'
LAYER.
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.
CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
PREPARATION REQUIREMENTS.
C
INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE
EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE
CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C'
LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR
PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS
LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10
BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER
THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN
6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR
PROCESSED AGGREGATE MATERIALS. ROLLER GROSS
VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC
FORCE NOT TO EXCEED 20,000 lbs (89 kN).
B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE
FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED.
A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO
THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3
18"
(450 mm) MIN*
8'
(2.4 m)
MAX
6" (150 mm) MIN
D
C
B
A
12" (300 mm) MIN 12" (300 mm) TYP51" (1295 mm)6"
(150 mm) MIN
30"
(760 mm)
DEPTH OF STONE TO BE DETERMINED
BY SITE DESIGN ENGINEER 6" (150 mm) MIN
SEE PLAN SHEETS
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES JUNE OCCUR,
INCREASE COVER TO 24" (600 mm).
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
SC-740
END CAP
EXCAVATION WALL (CAN
BE SLOPED OR VERTICAL)
PERIMETER STONE
(SEE NOTE 5)
SUBGRADE SOILS
(SEE NOTE 4)
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
INSPECTION & MAINTENANCE
STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT
A.INSPECTION PORTS (IF PRESENT)
A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B.ALL ISOLATOR PLUS ROWS
B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS
B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE
i)MIRRORS ON POLES OR CAMERAS JUNE BE USED TO AVOID A CONFINED SPACE ENTRY
ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS
A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED
B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C.VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.
SNOUT (VENTED
HOOD/TRAP)
SC-740 ISOLATOR ROW PLUS DETAIL
NTS
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
COVER ENTIRE ISOLATOR ROW PLUS WITH ADS
GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE
8' (2.4 m) MIN WIDE
SC-740 CHAMBER
OPTIONAL INSPECTION PORT
SC-740 END CAP
24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PRE-FABRICATED END CAP
WITH FLAMP PART #: SC740EPE24BR
ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN
FOUNDATION STONE AND CHAMBERS
5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm)
CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m³)
MINIMUM INSTALLED STORAGE*74.9 CUBIC FEET (2.12 m³)
WEIGHT 75.0 lbs.(33.6 kg)
*ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS
SC-740 TECHNICAL SPECIFICATION
NTS
BUILD ROW IN THIS DIRECTION
OVERLAP NEXT CHAMBER HERE
(OVER SMALL CORRUGATION)
START END
90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH
A A
C
B
51.0"
(1295 mm)
30.0"
(762 mm)
45.9" (1166 mm)12.2"
(310 mm)
29.3"
(744 mm)
PART #STUB A B C
SC740EPE06T / SC740EPE06TPC 6" (150 mm)10.9" (277 mm)18.5" (470 mm)---
SC740EPE06B / SC740EPE06BPC ---0.5" (13 mm)
SC740EPE08T /SC740EPE08TPC 8" (200 mm)12.2" (310 mm)16.5" (419 mm)---
SC740EPE08B / SC740EPE08BPC ---0.6" (15 mm)
SC740EPE10T / SC740EPE10TPC 10" (250 mm)13.4" (340 mm)14.5" (368 mm)---
SC740EPE10B / SC740EPE10BPC ---0.7" (18 mm)
SC740EPE12T / SC740EPE12TPC 12" (300 mm)14.7" (373 mm)12.5" (318 mm)---
SC740EPE12B / SC740EPE12BPC ---1.2" (30 mm)
SC740EPE15T / SC740EPE15TPC 15" (375 mm)18.4" (467 mm)9.0" (229 mm)---
SC740EPE15B / SC740EPE15BPC ---1.3" (33 mm)
SC740EPE18T / SC740EPE18TPC 18" (450 mm)19.7" (500 mm)5.0" (127 mm)---
SC740EPE18B / SC740EPE18BPC ---1.6" (41 mm)
SC740EPE24B*24" (600 mm)18.5" (470 mm)---0.1" (3 mm)
SC740EPE24BR*24" (600 mm)18.5" (470 mm)---0.1" (3 mm)
ALL STUBS, EXCEPT FOR THE SC740EPE24B/SC740EPE24BR ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE
DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT
STORMTECH AT 1-888-892-2694.
* FOR THE SC740EPE24B/SC740EPE24BR THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY
1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.
NOTE: ALL DIMENSIONS ARE NOMINAL
PRE-FAB STUB AT BOTTOM OF END CAP WITH FLAMP END WITH "BR"
PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
PRE-CORED END CAPS END WITH "PC"
60" MANHOLE W/GRATE OR
ISPWC SD-611 (AT TRUCKWELL ONLY)
08/16/2022
GB GB GB
UGP
6'
'
S
A
N
)
6'
'
S
A
N
)
X X X X X X X X X X X X X X X X
FO
FO
FO
FO
FO
FO
FO
FO
RW
RW RW RW RW RW RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW RW RW RW RW RW RW RW RW
RW
RW
RW
RW
RW
RW
RW
RW
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EO EO EO
X
X
X
X
X
X
X
OH
P
OHP
OHP
8'
'
W
T
R
8'
'
W
T
R
8'' SAN (8'' SAN (8'' SAN (8'' SAN (8'' SAN (
8'' SAN (
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
8'
'
S
A
N
)
6''SAN )
6''SAN )
4''S
A
N
)
OH
P
OH
P
OH
P
RW
RW
RW
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR
FO FO
6'
'
S
A
N
)
6'
'
S
A
N
)
6'
'
S
A
N
)
6'
'
S
A
N
)
6'
'
W
T
R
4
8
7
0
4
8
6
9
48
6
8
48
6
7
4
8
6
9
48
6
7
48
6
6
48
6
7
4
8
6
7
GB
GB GB GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
12
'
'
S
D
)
12'' SD )12'' SD )
4867
4868 4866
48
6
7
4868
4867
4869
4866
48
6
7
4868
6'
'
S
S
)
6'' SS )6'' SS )
4"
S
)
st
a
i
r
N89° 44' 25"E 480.00'
N0
°
1
5
'
3
5
"
W
2
9
1
.
0
0
'
N89° 44' 25"E 200.00'
S0
°
1
5
'
3
5
"
E
2
9
1
.
0
0
'
S89° 44' 25"W 200.00'
N67
°
1
1
'
1
1
"
W
28.
0
2
'
N
5
5
°
0
6
'
3
5
"
W
35
.
5
7
'
N
3
8
°
3
1
'
1
8
"
W
2
9
.
9
0
'
N
4
3
°
3
9
'
5
5
"
W
7
2
.
1
8
'
N55° 00' 35"W
9.80'
N73°
1
1
'
2
7
"
W
15.19
'
N89° 43' 33"W
46.00'
S42
°
2
3
'
2
7
"
W
55.
4
3
'
S3
0
°
1
1
'
1
2
"
W
23
.
7
2
'
N0
°
1
5
'
3
5
"
W
1
8
0
.
0
0
'
S89° 44' 25"W 175.00'
N0
°
1
5
'
3
5
"
W
2
2
0
.
0
0
'
N83° 13' 54"
W
35.31'
6'' SS (
TETON GROUP OF REXBURG LLC
RPR0000002002A
HAWKER RYAN
RPR0000002002B
EAST IDAHO CREDIT UNION
RPRRXB10175952
LEWIS SCOTT R DDS PC
RPR0000017002A
TWJ INVESTMENTS LLC
RPR0000017001A
EREDETTI LLC
RPR6N40E204101
FF=4867.50
FF=4867.67
FF=4867.67
FF=4867.67
FF=4867.67
FF=4867.67
FF
=
4
8
6
7
.
9
0
FF=4867.17
FF=4867.17
FF=4867.17
4'
'
S
S
)
4'
'
S
S
)
BUILDING A
3-STORY
HEIGHT=43'-6"
FF=4867.50
BUILDING B
1-STORY
HEIGHT=51'-8"
FF=4868.00
6'
'
W
3/
4
'
'
W
3/4'' W 3/4'' W
1.5'' W 1.5'' W
1.
5
'
'
W
6'
'
W
48674866
486748684869
4867
48
6
8
4866
4866 4867
4865
4865
4865
4868
4867
4866
4867
48
6
7
4866
4865
E
P
:
4
8
6
9
.
7
6
E
P
:
4
8
6
9
.
6
9
EP
:
4
8
6
8
.
6
0
EP:
4
8
6
8
.
6
6
EP:
4
8
6
8
.
8
5
EP
:
4
8
6
8
.
5
0
EP:4869.70
E
P
:
4
8
6
9
.
6
4
E
P
:
4
8
6
9
.
5
3
EP:4869.37
NG
:
4
8
6
6
.
4
8
NG:4866.65
EP:
4
8
6
7
.
5
1
EP:
4
8
6
7
.
6
5
EP
:
4
8
6
7
.
7
4
EP:
4
8
6
8
.
1
2
EP
:
4
8
6
8
.
3
9
EP
:
4
8
6
8
.
2
8
EP:
4
8
6
8
.
8
8
EP
:
4
8
6
9
.
6
0
EP:
4
8
7
1
.
0
6
NG
:
4
8
6
7
.
4
5
NG:
4
8
6
9
.
0
8
NG:
4
8
6
9
.
4
3
N
G
:
4
8
6
6
.
9
5
NG
:
4
8
6
8
.
1
4
NG
:
4
8
6
8
.
2
7
NG
:
4
8
6
9
.
0
5
NG
:
4
8
6
9
.
0
8
NG
:
4
8
6
6
.
8
5
NG
:
4
8
6
8
.
5
7
NG
:
4
8
6
6
.
9
5
NG
:
4
8
6
7
.
4
2
NG
:
4
8
7
1
.
3
2
CHECK BY
DATE
SHEETS
DRAWN BY
REVISIONS
OF
SHEET NO.
DESIGN BY
BLJSWRHLE
JOB NO:
DATE:
22-526
AUGUST 2022
RE
X
B
U
R
G
,
I
D
A
H
O
U-
H
A
U
L
O
F
R
E
X
B
U
R
G
11
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
ci
v
i
l
&
s
t
r
u
c
t
u
r
a
l
e
n
g
i
n
e
e
r
i
n
g
ma
t
e
r
i
a
l
s
t
e
s
t
i
n
g
&
l
a
n
d
s
u
r
v
e
y
i
n
g
10
1
S
.
P
a
r
k
A
v
e
n
u
e
,
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
,
(
2
0
8
)
5
2
4
-
0
2
1
2
80
0
W
.
J
u
d
i
c
i
a
l
S
t
r
e
e
t
,
Bl
a
c
k
f
o
o
t
,
I
D
8
3
2
2
1
,
(
2
0
8
)
7
8
5
-
2
9
7
7
hl
e
i
n
c
.
c
o
m
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
SWPPP LAYOUT FOR:
U-HAUL
ST
O
R
M
W
A
T
E
R
P
O
L
L
U
T
I
O
N
P
R
E
V
E
N
T
I
O
N
P
L
A
N
C11
N
S
E
C
O
N
D
E
A
S
T
E 4TH NORTH
N
T
H
I
R
D
E
A
S
T
REXBURG
C
O
M
P
A
N
Y
IRRIGATION
60
'
RW
40'
SEQUENCE OF MAJOR ACTIVITIES
ACTIVITY START DATE END DATE
POTENTIAL POLLUTANTS
CHEMICAL MSDS #LOCATION
TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR
OFFSITE OPERATONS
START DATE END DATE
TO BE FILLED OUT BY CONTRACTOR
BEST MANAGEMENT PRACTICES NOTES
1. This plan should be revised and updated to address changes in site conditions, new or revised government regulations, and additional on-site
storm water pollution. Additional erosion control measures JUNE be required.
2. All revisions to this plan must be documented on the SWPPP Revision Documentation Form.
3. Current versions of the SWPPP, the NOI, and the NOC will be kept on site for the duration of the project. These items will be available for the
use of all operators and site personal involved with erosion and sediment controls, and be available to EPA visiting the site. A notice will be
posted near the construction entrance during construction, containing the SWPPP, the NOI and the NOC.
4. Fugitive dust blowing from the site shall be controlled by spraying water and dust control polymers as needed on dry areas of the site.
5. The contractor will be responsible for supervision and inspection of all erosion and sedimentation controls and for ensuring the SWPPP is
implemented.
6. Prior to beginning earth-moving activities, including clearing and grubbing, all clearing limits, easements, setbacks, sensitive areas and their buffers
will be clearly marked to prevent environmental damage both on and off the site.
7. If sediment is accidentally transported on to the street it will be removed from the street surface on a daily basis.
8. All off-site construction shall be stabilized at the end of the working day.
9. All waste material will be collected and stored in a securely lidded dumpster. The dumpster will meet all local and state solid water management
regulations.
10. Portable sanitary units will be provided for use by all workers for the entire project. Sanitary waste will be collected regularly for the portable units
by an approved sanitary waste management contractor.
11. All exposed soils will be stabilized with vegetation or covered no more than 14 days after the construction activity in that portion of the site has
temporarily or permanently ceased.
12. Existing and new vegetation will be maintained to the maximum extent practicable to prevent the contamination of storm water with sediment.
13. The contractor shall be responsible for adjusting the erosion control measure; due to grade changes during the development of the project.
14. Maintain on the site or have readily available sufficient oil and grease absorbing materials to contain and clean up fuel or chemical spills and leaks.
15. Adequate energy dissipation, erosion control, and soil stabilization measures will be provided for all point source discharges of storm water,
including run-on discharges and outlets for onsite discharges.
16. Temporary and permanent swells and small detention ponds will be used as necessary to reduce the velocity of runoff and enhance particle settling.
17. Consistent with the general permit requirements, all potential pollutants other than sediment will be handled and disposed of in a manner that does
not affect contamination of stormwater.
18. Materials used during construction with the potential to impact storm water, will be stored, managed, used, and disposed of in a manner that
minimizes the potential for releases to the environment and especially in the storm water.
19. If a spill of pollutants threatens storm water at the site, the spill response procedures must be implemented in a timley manner to prevent the
release of pollutants.
20. All temporary and permanent erosion and sediment control BMPs will be maintained and repaired as needed to assure continued performance
of their intended use.
21. All temporary erosion control and sediment control BMPs will be removed within 30 days after final site stabilization is achieved or after the
temporary BMPs are no longer needed.
22. Regardless of recommended maintenance schedule, all control measures and inspections shall be performed within 24 hours following any
storm of 0.25 inches or greater. An inspection report shall be kept at all times and should be retained for at least three (3) years from the date
the site is stabilized.
23. All contractors providing services on the project which JUNE cause storm water pollution will be given a copy of the SWPPP and appropriate
training regarding stormwater pollution prevention.
NOTE:
1.AFTER ASPHALT PAVING HAS TAKEN PLACE STORM WATER DEVELOPED WILL
BE DIRECTED TO DRAINAGE SWALES PER THE APPROVED SITE PLAN AND
PERCOLATE IN DESIGNATED AREAS
2.INLET PROTECTION TO BE PLACED ON ALL STORM DRAIN INLETS AFTER
INSTALLATION THROUGH THE DURATION OF THE PROJECT.
AREA TO BE DISTURBED
STABILIZE CONSTRUCTION ENTRANCE/EXIT
20' WIDE X 50' LING 2"-4" CLEAN CRUSHED ROCK
APPROX. 6" THICK
COMBINATION STAGING AREA & VEHICLE
EQUIPMENT CLEANING, FUELING AND MAIN.
MATERIALS STORAGE AREA &
STOCKPILE MANAGEMENT
SILT FENCE OR FIBER ROLL
OUT HOUSE
STORM WATER DRAINAGE
LEGEND
SEDIMENTATION AREA
LEAK PROOF CONCRETE WASHOUT
CHEMICAL STORAGE AREA
ULTRA GUARD INLET PROTECTION
AKA WITCH HAT
COCONUT MAT INLET PROTECTION
SWPPP SIGN
PROJECT:
CONTRACTOR:
PLAN LOCATION: ONSITE
CONTACT:
SWPPP
Combined Staging Areas
& Vehicle equipment
cleaning, fueling and
Maintenance
Materials Storage
Area & Stockpile
Management
Chemical Storage Area
Concrete Washout
Stablize
Construction
Entrance
Stablize
Construction
Entrance
08/16/2022
48
6
8
48
6
7
GB GB GB
UGP
X X X X X X X X X X X X X X X X
FO
FO
FO
FO
FO
FO
FO
FO
RW RW RW RW RW RW
RW
RW
RW
RW
RW
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EO EO EO
X
X
X
X
X
X
X
8'
'
W
T
R
8'
'
W
T
R
OH
P
OH
P
OH
P
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR
FO FO
GB
GB GB GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
RO
O
F
DR
A
I
N
S
ROOF
DRAINS
12
'
'
S
D
)
12'' SD )12'' SD )
6'
'
S
S
)
6'' SS )6'' SS )
4"
S
)
st
a
i
r
N89° 44' 25"E 480.00'
N0
°
1
5
'
3
5
"
W
2
9
1
.
0
0
'
N89° 44' 25"E 200.00'
S0
°
1
5
'
3
5
"
E
2
9
1
.
0
0
'
N
5
5
°
0
6
'
3
5
"
W
N
3
8
°
3
1
'
1
8
"
W
2
9
.
9
0
'
N
4
3
°
3
9
'
5
5
"
W
7
2
.
1
8
'
N55° 00' 35"W
9.80'
N73°
1
1
'
2
7
"
W
15.1
9
'
N89° 43' 33"W
46.00'
S42
°
2
3
'
2
7
"
W
55.
4
3
'
S3
0
°
1
1
'
1
2
"
W
23
.
7
2
'
N0
°
1
5
'
3
5
"
W
1
8
0
.
0
0
'
S89° 44' 25"W 175.00'
N0
°
1
5
'
3
5
"
W
2
2
0
.
0
0
'
6'' SS (
4'
'
S
S
)
4'
'
S
S
)
6'
'
W
3/
4
'
'
W
3/4'' W 3/4'' W
1.5'' W 1.5'' W
1.
5
'
'
W
6'
'
W
48674866
486748684869
48674866
4866 4867
4865
4865
4865
4868
4867
4866
4867
4866
4865
LANDSCAPE LAYOUT FOR:
REXBURG U-HAUL
LA
N
D
S
C
A
P
E
L
A
Y
O
U
T
1
L1
LEGEND
DECIDUOUS TREE
EVERGREEN TREE
DECIDUOUS SHRUB
EVERGREEN SHRUB
ROCK BED
SOD
PERENNIAL BED
FUTURE
3
16"x5" STEEL EDGING
FINISHED GRADE SEED
FINISHED GRADE SOD
1 2"1"
2"
M
I
N
MULCH OR ROCK
TREE RING / STEEL EDGING
2" MULCH/ROCK
THREE 2"x8' ROUND TREE
STAKES TRIANGULARLY
SPACED DRIVEN INTO
UNDISTURBED SUBGRADE
50 / 50 ORGANIC BARK
COMPOST AND NATIVE
SOIL BACKFILL
AROUND ROOT BALL
STANDING UPON
UNDISTURBED SOIL6" PLANT WELL
SECURE ALL STAKES TO
TREE USING 1" CHAIN
LOCK TREE TIE
TREE PLANTING DETAIL
NTS
NTS
3' TYP VA
R
I
E
S
4" SCH 40
PVC SLEEVE
SI
D
E
W
A
L
K
RAMP/SIDEWALK
6
"
T
Y
P
3' TYP
IRRIGATION SLEEVE DETAIL
NTS
PLAN VIEW
PROFILE VIEW
CHECK BY
DATE
SHEETS
DRAWN BY
REVISIONS
OF
SHEET NO.
DESIGN BY
BLJSWRHLE
JOB NO:
DATE:
22-526
AUGUST 2022
RE
X
B
U
R
G
,
I
D
A
H
O
U-
H
A
U
L
O
F
R
E
X
B
U
R
G
11
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
ci
v
i
l
&
s
t
r
u
c
t
u
r
a
l
e
n
g
i
n
e
e
r
i
n
g
ma
t
e
r
i
a
l
s
t
e
s
t
i
n
g
&
l
a
n
d
s
u
r
v
e
y
i
n
g
10
1
S
.
P
a
r
k
A
v
e
n
u
e
,
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
,
(
2
0
8
)
5
2
4
-
0
2
1
2
80
0
W
.
J
u
d
i
c
i
a
l
S
t
r
e
e
t
,
Bl
a
c
k
f
o
o
t
,
I
D
8
3
2
2
1
,
(
2
0
8
)
7
8
5
-
2
9
7
7
hl
e
i
n
c
.
c
o
m
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
L2
STEEL EDGING:
STANDARD HEIGHT: 5" OVERALL
MATERIAL THICKNESS: 3
16"
STANDARD INSTALL DEPTH: BOTTOM EDGE SHALL BE
PLACED 4" BELOW OUTSIDE GRADE FOR SODDED
LAWNS AND 4.5" BELOW OUTSIDE GRADE FOR
SEEDED LAWNS. INTERIOR BED GRADE SHALL BE
2.5" BELOW TOP OF EDGE. SEE DETAIL THIS PAGE.
AGGREGATE SOURCED LOCALLY FROM LOCAL
SUPPLIER LISTED BELOW OR EQUIVALENT, 1"
NOMINAL TO BE INSTALLED TO NO LESS THAN 2" OF
DEPTH.
COLOR: TO BE CHOSEN FROM SUPPLIER'S
FULL RANGE BY OWNER OR OWNER'S
REPRESENTATIVE
DECORATIVE LANDSCAPE ROCK:
SOD
COOL SEASON TURFGRASS COMPOSED OF AT LEAST
50% KENTUCKY BLUEGRASS. PERENNIAL RYE AND
FESCUES PERMITTED BUT NOT TO EXCEED 50%
VOLUME BY WEIGHT.
LANDSAPE NOTES:
IRRIGATION
UNDERGROUND IRRIGATION POINT OF CONNECTION
IS LOCATED BEHIND NORTH CURB AT EAST ACCES.
SEE UTILITY PLAN FOR CONTINUATION. SYSTEM
DESIGN AND INSTALLATION TO BE PERFORMED BY
LICENSED CONTRACTOR. ALL HEADS AND LINES TO
BE INSTALLED PRIOR TO PLANT MATERIAL
INSTALLATION, DRIP EMITTERS PLACED AFTER
INSTALLATION OF PLANT MATERIAL. ZONES SHALL
HAVE HEAD TO HEAD COVERAGE AND BE
COMPRISED OF LOW FLOW SPRINKLER HEADS.
TREES/SHRUBS/PERENNIALS SHALL BE DRIP
IRRIGATED.
30' SIGHT TRIANGLE
30' SIGHT
TRIANGLE
30' SIGHT TRIANGLE
SVD
mlease provide total area of landscaping
GB GB GB GB GB GB GB
X
FO
FO
FO
FO
FO
FO
FO
FO
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR
FO FO FO FO FO
GB
GB GB GB
GB
GB
12
'
'
S
D
)
12
'
'
S
D
)
12
'
'
S
D
)
N0
°
1
5
'
3
5
"
W
2
9
1
.
0
0
'
N89° 44' 25"E 200.00'
S0
°
1
5
'
3
5
"
E
2
9
1
.
0
0
'
4'
'
S
S
)
4'
'
S
S
)
4'
'
S
S
)
4'
'
S
S
)
6'
'
W
6'
'
W
6'
'
W
3/
4
'
'
W
3/
4
'
'
W
3/4'' W
6'' W
3/
4
'
'
W
3/4'' W 3/4'' W 3/4'' W 3/4'' W
GB
UGP UGP
EO EO
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
8'
'
W
T
R
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
GB
GB
GB
N0
°
1
5
'
3
5
"
W
2
2
0
.
0
0
'
1.5'' W
1'
'
W
FO
FO
FO
FO
FO
FO
FO
FO
GB
LANDSCAPE LAYOUT 2 FOR:
REXBURG U-HAUL
LA
N
D
S
C
A
P
E
L
A
Y
O
U
T
2
L2
LEGEND
DECIDUOUS TREE
EVERGREEN TREE
DECIDUOUS SHRUB
EVERGREEN SHRUB
ROCK BED
SOD
PERENNIAL BED
FUTURE
CHECK BY
DATE
SHEETS
DRAWN BY
REVISIONS
OF
SHEET NO.
DESIGN BY
BLJSWRHLE
JOB NO:
DATE:
22-526
AUGUST 2022
RE
X
B
U
R
G
,
I
D
A
H
O
U-
H
A
U
L
O
F
R
E
X
B
U
R
G
11
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
ci
v
i
l
&
s
t
r
u
c
t
u
r
a
l
e
n
g
i
n
e
e
r
i
n
g
ma
t
e
r
i
a
l
s
t
e
s
t
i
n
g
&
l
a
n
d
s
u
r
v
e
y
i
n
g
10
1
S
.
P
a
r
k
A
v
e
n
u
e
,
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
,
(
2
0
8
)
5
2
4
-
0
2
1
2
80
0
W
.
J
u
d
i
c
i
a
l
S
t
r
e
e
t
,
Bl
a
c
k
f
o
o
t
,
I
D
8
3
2
2
1
,
(
2
0
8
)
7
8
5
-
2
9
7
7
hl
e
i
n
c
.
c
o
m
CO
P
Y
R
I
G
H
T
2
0
2
2
H
L
E
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
c
L2
PLANT LIST:
1
2
3
BABY BLUE EYES SPRUCE
(Picea pungens 'Baby Blue Eyes')
CHANTICLEER PEAR
(Pyrus calleryana 'Glen's Form')
COLUMNAR NORWAY MAPLE
(Acer platanoides 'Columnare')
CRIMSON SPIRE OAK
(Wuercus robur x alba 'Crimschmidt')
IVORY SILK LILAC TREE
(Syringa reticulata 'Ivory Silk')
CIMMARON GREEN ASH
(Fraxinus pennsylvanica 'Cimmaron')
NORTHERN ACCLAIM HONEYLOCUST
(Gleditsia tria. f. inermis 'Harve')
DEBORAH MAPLE
(Acer platanoides 'Deborah')
GREENSPIRE LINDEN
(Tilia cordata 'Greenspire')
TREE
PERENNIAL
LOCATIONS TO BE DETERMINED BY
INSTALLER
SHADE
WHITE BLEEDING HEART
(Dicentra spectabilis 'Alba')
FIRE ALARM CORAL BELLS
(Heuchera 'Fire Alarm')
TWIST OF LIME CORAL BELLS
(Heuchera 'Twist of Lime')
AUGUST MOON HOSTA
(Hosta x 'August Moon')
PATRIOT HOSTA
(Hosta 'Patriot')
LOCATIONS TO BE DETERMINED BY
INSTALLER
SUN
OVERDAM FEATHER REED GRASS
(Calamagrostis acutifolia 'Overdam')
KARL FOERSTER FEATHER REED GRASS
(Calamagrostis acutifolia 'Karl Foerster')
ELIJAH BLUE DWARF FESCUE GRASS
(Festuca ovina 'Elijah Blue')
CARADONNA SALVIA
(Salvia nemorosa 'Caradonna')
DWARF REBLOOMING DAYLILY
(Hemerocallis 'Purple d'Oro' 'Little Business'
etc.)
4
5
6
7
8
9
3
SHRUB
4
6
7
8
9
2
1 BAILEY REDTWIG DOGWOOD
(Cornus sericea 'Baileyi')
IVORY HALO DOGWOOD
(Cornus alba 'Bailhalo')
SEM ASH LEAF SPIREA
(Sorbaria sorbifolia 'Sem')
LIMONCELLO BARBERRY
(Berberis thunbergii 'BailErin')
LITTLE LIME HYDRANGEA
(Hydrangea paniculata 'Jane')
DWARF EUROPEAN VIBURNUM
(Viburnum opulus 'Nanum')
LEMON CANDY NINEBARK
(Physocarpus opulifolius 'Podaras')
KELSEY DOGWOOD
(Cornus sericea 'Kelseyi')
INVINCIBELLE WEE WHITE HYDRANGEA
(Hydrangea arborescens 'NCHA5')
CITRUS TART POTENTILLA
(Potentilla fruticosa 'Bailcitrus')
FINE LINE BUCKTHORN
(Rhamnus frangula 'Ron Williams')
CAMPFIRE ROSE
(Rosa 'Campfire')
OSO EASY ITALIAN ICE ROSE
(Rosa 'Chewnicebell')
SHOW OFF STARLET FORSYTHIA
(Forsythia x intermedia 'Minfor6')
AMBER JUBILEE NINEBARK
(Physocarpus opufolius 'Jefam')
SLOWMOUND MUGO PINE
(Pinus mugo 'Slowmound')
GOLDFLAME SPIREA
(Spirea x bumalda 'Goldflame')
5
10
11
16
17
12
13
14
15
NORTHEAST
SOUTHEAST
WEST
9
9
9
8
8
8
88
7
7
7
7
7
2
2
2
2
3
3
3
3
4
4
4
4
5
5
5
6
1
1
1
1216
3
11
11
11
11
11
11
11
2
2
2
2
2
2
2
2
15
15
15
3
15
6
6
6
16
16
5
5
14
7
7
8
8
8
10
13 13
12
3
14
6
6
6
17
17
17
4
4
4
8
8
12
9
12
12
9
9
8
8
4
4
4
17
17
6
6
14145688 710
LANDSCAPE IRRIGATION
POINT OF CONNECTION
30' SIGHT TRIANGLE
30' SIGHT TRIANGLE
30' SIGHT TRIANGLE
30' SIGHT TRIANGLE
SVD
Course Bearing Distance
L1 N 82°58'19" W 35.31'
L2 N 66°55'36" W 28.02'
L3 N 54°51'00" W 35.57'
L4 N 38°15'43" W 29.90'
L5 N 43°24'20" W 72.18'
L6 N 54°45'00" W 9.80'
L7 N 52°31'33" W 9.81'
L8 N 72°55'52" W 15.19'
L9 N 81°52'47" W 21.31'
L10 N 89°27'58" W 46.00'
L11 S 42°39'02" W 55.43'
L12 S 30°26'47" W 23.72'
PR
O
P
40
'
A
C
C
E
S
S
PROP
40' ACCESS
55
BLDG. "A"
3-STORY
FOOTPRINT = 33,838 G.S.F.
TOTAL AREA = 101,514 G.S.F.
TR
U
C
K
D
I
S
P
L
A
Y
PROP STOR. BLDG. 'F'
1,200± S.F.
PROP STOR. BLDG. 'G'
1,800± S.F.
PROP STOR. BLDG. 'I'
1,200± S.F.
PROP STOR. BLDG. 'J'
1,800± S.F.
PROP STOR. BLDG. 'K' - 2,000± S.F.
PR
O
P
S
T
O
R
.
B
L
D
G
.
'
L
'
-
2
,
6
0
0
±
S
.
F
.
10
PR
O
P
40
'
A
C
C
E
S
S
BLDG. "B"
1-STORY
TOTAL AREA =
24,756 G.S.F.
PR
O
P
S
T
O
R
.
B
L
D
G
.
'
M
'
-
1
,
4
0
0
±
S
.
F
.
5
TR
U
C
K
SH
A
R
I
N
G
PROP STOR. BLDG. 'E'
1,800± S.F.
PROP STOR. BLDG. 'D'
1,800± S.F.
PROP STOR. BLDG. 'C'
1,800± S.F.
TR
U
C
K
S
H
A
R
I
N
G
TRUCK SHARING
PROP
40' ACCESS
AT EXSTG
CURB CUT
counter placement and
orientation per retail group
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
BUILDING
SITE PLAN
A1.1
1" = 40'-0"
SCALEBUILDING SITE PLAN 1
TRUE
NORTH
PROJECT
NORTH
N N
COORDINATE WITH RICH
BARANSKI AT (602) 263-6502
EXT. 516801 OR ERIC TAYLOR
EXT. 516802 FOR ALL LOW
VOLTAGE CONDUIT RUNS AND
POWER REQUIREMENTS FOR
COMMUNICATION CLOSETS.
ALL LOW VOLTAGE
UNDERGROUND & POWER
REQUIREMENTS TO BE
INCLUDED IN THE GENERAL
CONTRACTORS FINAL BID
PROPOSAL.
REFER TO CIVIL DRAWINGS FOR
ADDITIONAL SITE DIMENSIONS,
INFORMATION AND PARKING
DIMENSIONS.
409 S. 87+ S7 S7( 201
B2,S( ,D 83702
3 2088107745
7'-0"
8'
-
0
"
A
B
C
13
1
'
-
0
"
35
'
-
6
"
30
'
-
6
"
29
'
-
6
"
35
'
-
6
"
10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-6"10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"7'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-6"
298'-0"
SHOWROOM
100
OFFICE
101
BREAKROOM
102
R&D AREA
104
STAIR 1
120
RESTROOM
106
REFUSE
105 STORAGE
111
STAIR 2
121
LOBBY
110
EQUIPMENT
ELEVATOR
109
COMM
MOP/
108
SELF-STORAGE
112
RM
FIRE RISER
107
ELEVATOR
RESTROOM
103
RE-USE
AREA
counter placement and
orientation per retail group
10
x
1
5
10
x
1
0
5x
5
5x
1
0
AD
A
d
o
o
r
E
D
10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-6"10'-6"10'-0"10'-0"10'-0"10'-0"7'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-6"
298'-0"
1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 319
TRUE
NORTH
* MINIMUM CLEAR HEIGHT IN ROOM 111 SHALL BE EQUAL OR GREATER THAN THE TALLEST OVERHEAD DOOR.
CC3
CC4
G
J1
H
R
H1
K
L
L2
1. WATER - RESISTANT GYPSUM WALL BOARD TO BE USED AT WET LOCATIONS (VERIFY LOCATIONS BASED ON
PLUMBING WALLS AND PLUMBING FIXTURES AS SHOWN ON THE BUILDING FLOOR PLANS.)
2. PREFINISHED D-PANEL APPLIED OVER ALL GYPSUM WALL BOARD AT METAL STUD WALL TYPES THAT
OCCUR AT AISLES (VERIFY LOCATIONS AS SHOWN ON THE BUILDING FLOOR PLANS.)
3. 5 1/2 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING (MAX) PER IBC CHAPTER 7.
4. 8 INCHES EQUIVALENT THICKNESS - 3 HOUR FIRE - RESISTANCE RATED PER IBC CHAPTER 7.
5. 7 5/8 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING WHEN FULLY GROUTED AND 1
HOUR FIRE - RESISTANCE RATING WHEN PARTIALLY GROUTED OR HOLLOW, PER IBC CHAPTER 7 OR UL
DESIGN NO. U935.
6. NON - LOAD BEARING -1 HOUR FIRE - RESISTANCE UL ASSEMBLY RATING PER GENERIC ASSEMBLY GYPSUM
ASSOCIATION FILE CHAPTER 7. UL DESIGN NO. U 419 CAN BE UTILIZED AS AN ALTERNATE ASSEMBLY.
7. ALL WALL AND ROOF INSULATION INFORMATION SHALL BE PER ENERGY CODE ANALYSIS ON T1.1,
UNLESS NOTED OTHERWISE.
8. SEE ENERGY CODE ANALYSIS ON T1.1 FOR VAPOR AND AIR BARRIER REQUIREMENTS AND LOCATION.
PROJECT
NORTH
TYPICAL WALL TYPE LIST WALL TYPE NOTES
1/16" = 1'-0"
SCALEFIRST FLOOR LOCKER PLAN 1
NN
5'
-
0
"
5'
-
0
"
10
'
-
0
"
5'
-
0
"
10
'
-
0
"
5'
-
0
"
10
'
-
0
"
5'
-
0
"
10
'
-
0
"
10
'
-
0
"
5'
-
0
"
10
'
-
0
"
7'-0"
50
'
-
0
"
10
'
-
0
"
5'
-
0
"
CC1
6" METAL STUDS AT 24" O.C. (UNO) WITH
MBCI U-PANEL OR D-PANEL AND KICK
PLATE STORAGE SIDE AND 5 8" G.W.B.
OTHER SIDE; UNFACED R-19 BATT
INSULATION TO STRUCTURE ABOVE;
G.W.B. PER NOTE 1
6" METAL STUDS AT 24" O.C. (UNO) WITH
MBCI U-PANEL OR D-PANEL AND KICK
PLATE SELF-STORAGE SIDE AND D-PANEL
OTHER SIDE; UNFACED R-19 BATT
INSULATION TO STRUCTURE ABOVE.
6" METAL STUDS AT 24" O.C. (UNO) WITH
MBCI D-PANEL BOTH SIDES; UNFACED R-19
BATT INSULATION TO STRUCTURE ABOVE.
6" METAL STUDS AT 24" O.C. WITH 5 8"
MOISTURE RESISTANCE (M.R.) G.W.B. EACH
SIDE PER NOTE 1 TO STRUCTURE ABOVE.
8" CMU WALL PER STRUCTURAL DRAWINGS;
FIRE-RESISTNACE RATED UL ASSEMBLY
PER NOTE 5.
3 5 8" METAL STUDS AT 24" O.C. WITH 5 8"
TYPE X G.W.B. EACH SIDE TO STRUCTURE
ABOVE; 1 HOUR FIRE - RESISTANCE RATED
PER NOTE 6.
3 5 8" METAL STUDS AT 24" O.C. WITH 5 8"
TYPE X G.W.B. EACH SIDE TO STRUCTURE
AND MBCI U-PANEL OR D-PANEL AND KICK
PLATE STORAGE SIDE; 1 HOUR FIRE -
RESISTANCE RATED PER NOTE 6.
3-5/8" METAL STUDS AT 24" O.C. WITH
SINGLE LAYER 5 8" G.W.B. INTERIOR SIDE
AND MBCI U-PANEL OR D-PANEL AND KICK
PLATE STORAGE SIDE; UN FACED R-13 BATT
INSULATION AT ALL RESTROOM WALLS TO
STRUCTURE ABOVE - PROVIDE MOISTURE
RESISTANT G.W.B. PER NOTE 1.
LOAD BEARING LOCKER PARTITION. 4' X 2 12"
STEEL CEE STUD POSTS WITH MBCI U-PANEL
ONE SIDE (TYP.); REFER TO STRUCTURAL
DRAWINGS FOR GAUGE AND SPACING.
NON-LOAD BEARING LOCKER PARTITION.
2 12 " X 1 5 8" CEE STUDS AT 5'-0" O.C.WITH
MBCI U-PANEL ONE SIDE. PREFINISHED
MBCI D-PANEL AT AISLES.
COLD FORMED METAL STUDS AT 24" O.C.
(UNO) WITH MBCI U-PANEL OR D-PANEL AND
KICK PLATE SELF-STORAGE SIDE AND MBCI
D-PANEL AND KICK PLATE OTHER SIDE. WALL
PANEL EA SIDE TO BE HELD 10" BELOW
STRUCTURE/CEILING ASSEMBLY ABOVE.
STUD SIZE SHALL BE AS FOLLOWS:
UP TO 15 FEET = 3 5
8" X 1 5 8" X 18 GA
UP TO 20 FEET = 6" X 1 5 8" X 18 GA
UP TO 25 FEET = 6" X 2" X 18 GACC2
6" METAL STUDS AT 24" O.C. (UNO) WITH
MBCI D-PANEL STORAGE SIDE AND 5 8"
G.W.B. OTHER SIDE; UNFACED R-19 BATT
INSULATION TO STRUCTURE ABVOE;
G.W.B PER NOTE 1.
105 111B 111C 111D
A5.2
1
A4.14
A4.1
1
A4.1
2
A4.1 3
111A
104A
104B
110A
110B
120A
120B
106
109
104C
100B
100A
103
102
121
101
112
10'x5'
LOCKER
TYP.
CC1
CC3
7A
TYP.
CC3
8'x10'
LOCKER
L2
L2
L2
15'x10'
LOCKER
TYP.
10'x10'
LOCKER
TYP.
5'x5'
LOCKER
TYP.
6B 6A
TYP.TYP.
L K
TYP.
TYP.
5'x10'
LOCKER
TYP.SIM.A9.1
1
A6.5
1
K
TYP.
A6.1
1
A6.4
2 A7.5
5
A7.5
9
A6.8
1
A6.8
2
SIM.
A7.5
7
A7.5
7
10
'
-
0
"
15
'
-
0
"
5'
-
0
"
10
'
-
0
"
5'-0"
30'-0"55'-0"
A5.1
2
108
3
5
4
2'-4"
3'-0"
5'-0"
2'-10"6'-6"9'-6"4'-0"6'-0"7'-6"
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
FIRST FLOOR
LOCKER PLAN
A2.1
SEE A9.# SERIES SHEETS FOR
STORAGE CONSTRUCTION
DETAILS.
CONTRACTOR SHALL CONFIRM
STORAGE LAYOUT PRIOR TO
CONSTRUCTION. NOTIFY
OWNER/ARCHITECT OF ANY
DISCREPANCIES.
REFER TO SHEET A7.0 FOR
DOOR TYPES AND RELATED
NOTES.
ALL DOOR DIMENSION IS TO
CENTERLINE OF ROUGH
OPENING.
REFER TO U-HAUL
INTERNATIONAL (UHI) FOR
MATERIAL AND INSTALL
REQUIREMENTS.
SEE UHI FACILITY IMAGING
AND DIRECTIONAL SIGNAGE
IMAGING BOOK FOR
ADDITIONAL INFORMATION/
REQUIREMENTS.
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER - NO
SUBSTITUTIONS.
1
1
1
1
1
2
2
2
2
2
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
TRUE
NORTH
PROJECT
NORTH
TYPICAL WALL TYPE LIST WALL TYPE NOTES
1/16" = 1'-0"
SCALESECOND FLOOR LOCKER PLAN 1
NN
A
B
C
13
1
'
-
0
"
35
'
-
6
"
30
'
-
6
"
29
'
-
6
"
35
'
-
6
"
1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-6"10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"7'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-6"
298'-0"
E
D
STAIR 1
220
STAIR 2
221
COMM
MOP/
208
SELF-STORAGE
212
ELEVATOR
9
1'-0"56'-0"
CANOPY
CC3
CC4
G
J1
H
R
H1
K
L
L2
1. WATER - RESISTANT GYPSUM WALL BOARD TO BE USED AT WET LOCATIONS (VERIFY LOCATIONS BASED ON
PLUMBING WALLS AND PLUMBING FIXTURES AS SHOWN ON THE BUILDING FLOOR PLANS.)
2. PREFINISHED D-PANEL APPLIED OVER ALL GYPSUM WALL BOARD AT METAL STUD WALL TYPES THAT
OCCUR AT AISLES(VERIFY LOCATIONS AS SHOWN ON THE BUILDING FLOOR PLANS.)
3. 5 1/2 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING (MAX) PER IBC CHAPTER 7.
4. 8 INCHES EQUIVALENT THICKNESS - 3 HOUR FIRE - RESISTANCE RATED PER IBC CHAPTER 7.
5. 7 5/8 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING WHEN FULLY GROUTED AND 1
HOUR FIRE - RESISTANCE RATING WHEN PARTIALLY GROUTED OR HOLLOW, PER IBC CHAPTER 7 OR UL
DESIGN NO. U935.
6. NON - LOAD BEARING -1 HOUR FIRE - RESISTANCE UL ASSEMBLY RATING PER GENERIC ASSEMBLY GYPSUM
ASSOCIATION FILE CHAPTER 7. UL DESIGN NO. U 419 CAN BE UTILIZED AS AN ALTERNATE ASSEMBLY.
7. ALL WALL AND ROOF INSULATION INFORMATION SHALL BE PER ENERGY CODE ANALYSIS ON T1.1,
UNLESS NOTED OTHERWISE.
8. SEE ENERGY CODE ANALYSIS ON T1.1 FOR VAPOR AND AIR BARRIER REQUIREMENTS AND LOCATION.
CC1
6" METAL STUDS AT 24" O.C. (UNO) WITH
MBCI U-PANEL OR D-PANEL AND KICK
PLATE STORAGE SIDE AND 5 8" G.W.B.
OTHER SIDE; UNFACED R-19 BATT
INSULATION TO STRUCTURE ABOVE;
G.W.B. PER NOTE 1
6" METAL STUDS AT 24" O.C. (UNO) WITH
MBCI U-PANEL OR D-PANEL AND KICK
PLATE SELF-STORAGE SIDE AND D-PANEL
OTHER SIDE; UNFACED R-19 BATT
INSULATION TO STRUCTURE ABOVE.
6" METAL STUDS AT 24" O.C. (UNO) WITH
MBCI D-PANEL BOTH SIDES; UNFACED R-19
BATT INSULATION TO STRUCTURE ABOVE.
6" METAL STUDS AT 24" O.C. WITH 5 8"
MOISTURE RESISTANCE (M.R.) G.W.B. EACH
SIDE PER NOTE 1 TO STRUCTURE ABOVE.
8" CMU WALL PER STRUCTURAL DRAWINGS;
FIRE-RESISTNACE RATED UL ASSEMBLY
PER NOTE 5.
3 5 8" METAL STUDS AT 24" O.C. WITH 5 8"
TYPE X G.W.B. EACH SIDE TO STRUCTURE
ABOVE; 1 HOUR FIRE - RESISTANCE RATED
PER NOTE 6.
3 5 8" METAL STUDS AT 24" O.C. WITH 5 8"
TYPE X G.W.B. EACH SIDE TO STRUCTURE
AND MBCI U-PANEL OR D-PANEL AND KICK
PLATE STORAGE SIDE; 1 HOUR FIRE -
RESISTANCE RATED PER NOTE 6.
3-5/8" METAL STUDS AT 24" O.C. WITH
SINGLE LAYER 5 8" G.W.B. INTERIOR SIDE
AND MBCI U-PANEL OR D-PANEL AND KICK
PLATE STORAGE SIDE; UN FACED R-13 BATT
INSULATION AT ALL RESTROOM WALLS TO
STRUCTURE ABOVE - PROVIDE MOISTURE
RESISTANT G.W.B. PER NOTE 1.
LOAD BEARING LOCKER PARTITION. 4' X 2 12"
STEEL CEE STUD POSTS WITH MBCI U-PANEL
ONE SIDE (TYP.); REFER TO STRUCTURAL
DRAWINGS FOR GAUGE AND SPACING.
NON-LOAD BEARING LOCKER PARTITION.
2 12 " X 1 5 8" CEE STUDS AT 5'-0" O.C.WITH
MBCI U-PANEL ONE SIDE. PREFINISHED
MBCI D-PANEL AT AISLES.
COLD FORMED METAL STUDS AT 24" O.C.
(UNO) WITH MBCI U-PANEL OR D-PANEL AND
KICK PLATE SELF-STORAGE SIDE AND MBCI
D-PANEL AND KICK PLATE OTHER SIDE. WALL
PANEL EA SIDE TO BE HELD 10" BELOW
STRUCTURE/CEILING ASSEMBLY ABOVE.
STUD SIZE SHALL BE AS FOLLOWS:
UP TO 15 FEET = 3 5
8" X 1 5 8" X 18 GA
UP TO 20 FEET = 6" X 1 5 8" X 18 GA
UP TO 25 FEET = 6" X 2" X 18 GACC2
6" METAL STUDS AT 24" O.C. (UNO) WITH
MBCI D-PANEL STORAGE SIDE AND 5 8"
G.W.B. OTHER SIDE; UNFACED R-19 BATT
INSULATION TO STRUCTURE ABVOE;
G.W.B PER NOTE 1.
15'x10'
LOCKER
TYP.
7'x10'
LOCKER
7A
TYP.
5'-0"
10'x5'
LOCKER
TYP.
208220
A5.1
1
A5.1
2
A6.4
4
A6.8
3
A7.5
9
A4.14
A4.1
1
A4.1
2
A4.1 3
10'x10'
LOCKER
TYP.
5'x5'
LOCKER
TYP.
6B 6A
TYP.TYP.
L K
TYP.
TYP.
5'x10'
LOCKER
TYP.SIM.A9.1
1
K
TYP.
15
'
-
0
"
5'
-
0
"
10
'
-
0
"
5'
-
0
"
10
'
-
0
"
10
'
-
0
"
5'
-
0
"
5'
-
0
"
10
'
-
0
"
10
'
-
0
"
5'
-
0
"
10
'
-
0
"
10
'
-
0
"
5'
-
0
"
5'
-
0
"
10
'
-
0
"
7'-0"
5'
-
0
"
10
'
-
0
"
5'
-
0
"
10
'
-
0
"
15
'
-
0
"
10
'
-
0
"
5'
-
0
"
5'
-
0
"
221
A6.5
4
6
18'-0"
18
'
-
0
"
6
18'-0"
6
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
SECOND FLOOR
LOCKER PLAN
A2.2
SEE A9.# SERIES SHEETS FOR
STORAGE CONSTRUCTION
DETAILS.
CONTRACTOR SHALL CONFIRM
STORAGE LAYOUT PRIOR TO
CONSTRUCTION. NOTIFY
OWNER/ARCHITECT OF ANY
DISCREPANCIES.
REFER TO SHEET A7.0 FOR
DOOR TYPES AND RELATED
NOTES.
ALL DOOR DIMENSION IS TO
CENTERLINE OF ROUGH
OPENING.
REFER TO U-HAUL
INTERNATIONAL (UHI) FOR
MATERIAL AND INSTALL
REQUIREMENTS.
SEE UHI FACILITY IMAGING
AND DIRECTIONAL SIGNAGE
IMAGING BOOK FOR
ADDITIONAL INFORMATION/
REQUIREMENTS.
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER - NO
SUBSTITUTIONS.
1
1
1
1
1
2
2
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
TRUE
NORTH
PROJECT
NORTH
TYPICAL WALL TYPE LIST WALL TYPE NOTES
1/16" = 1'-0"
SCALETHIRD FLOOR LOCKER PLAN 1
NN
A
B
C
13
1
'
-
0
"
35
'
-
6
"
30
'
-
6
"
29
'
-
6
"
35
'
-
6
"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-6"10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"7'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-6"
298'-0"
E
D
STAIR 1
320
RESTROOM
306
STAIR 2
321
COMM
MOP/
308
SELF-STORAGE
312
ELEVATOR
CC3
CC4
G
J1
H
R
H1
K
L
L2
1. WATER - RESISTANT GYPSUM WALL BOARD TO BE USED AT WET LOCATIONS (VERIFY LOCATIONS BASED ON
PLUMBING WALLS AND PLUMBING FIXTURES AS SHOWN ON THE BUILDING FLOOR PLANS.)
2. PREFINISHED D-PANEL APPLIED OVER ALL GYPSUM WALL BOARD AT METAL STUD WALL TYPES THAT
OCCUR AT AISLES (VERIFY LOCATIONS AS SHOWN ON THE BUILDING FLOOR PLANS.)
3. 5 1/2 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING (MAX) PER IBC CHAPTER 7.
4. 8 INCHES EQUIVALENT THICKNESS - 3 HOUR FIRE - RESISTANCE RATED PER IBC CHAPTER 7.
5. 7 5/8 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING WHEN FULLY GROUTED AND 1
HOUR FIRE - RESISTANCE RATING WHEN PARTIALLY GROUTED OR HOLLOW, PER IBC CHAPTER 7 OR UL
DESIGN NO. U935.
6. NON - LOAD BEARING -1 HOUR FIRE - RESISTANCE UL ASSEMBLY RATING PER GENERIC ASSEMBLY GYPSUM
ASSOCIATION FILE CHAPTER 7. UL DESIGN NO. U 419 CAN BE UTILIZED AS AN ALTERNATE ASSEMBLY.
7. ALL WALL AND ROOF INSULATION INFORMATION SHALL BE PER ENERGY CODE ANALYSIS ON T1.1,
UNLESS NOTED OTHERWISE.
8. SEE ENERGY CODE ANALYSIS ON T1.1 FOR VAPOR AND AIR BARRIER REQUIREMENTS AND LOCATION.
CC1
6" METAL STUDS AT 24" O.C. (UNO) WITH
MBCI U-PANEL OR D-PANEL AND KICK
PLATE STORAGE SIDE AND 5 8" G.W.B.
OTHER SIDE; UNFACED R-19 BATT
INSULATION TO STRUCTURE ABOVE;
G.W.B. PER NOTE 1
6" METAL STUDS AT 24" O.C. (UNO) WITH
MBCI U-PANEL OR D-PANEL AND KICK
PLATE SELF-STORAGE SIDE AND D-PANEL
OTHER SIDE; UNFACED R-19 BATT
INSULATION TO STRUCTURE ABOVE.
6" METAL STUDS AT 24" O.C. (UNO) WITH
MBCI D-PANEL BOTH SIDES; UNFACED R-19
BATT INSULATION TO STRUCTURE ABOVE.
6" METAL STUDS AT 24" O.C. WITH 5 8"
MOISTURE RESISTANCE (M.R.) G.W.B. EACH
SIDE PER NOTE 1 TO STRUCTURE ABOVE.
8" CMU WALL PER STRUCTURAL DRAWINGS;
FIRE-RESISTNACE RATED UL ASSEMBLY
PER NOTE 5.
3 5 8" METAL STUDS AT 24" O.C. WITH 5 8"
TYPE X G.W.B. EACH SIDE TO STRUCTURE
ABOVE; 1 HOUR FIRE - RESISTANCE RATED
PER NOTE 6.
3 5 8" METAL STUDS AT 24" O.C. WITH 5 8"
TYPE X G.W.B. EACH SIDE TO STRUCTURE
AND MBCI U-PANEL OR D-PANEL AND KICK
PLATE STORAGE SIDE; 1 HOUR FIRE -
RESISTANCE RATED PER NOTE 6.
3-5/8" METAL STUDS AT 24" O.C. WITH
SINGLE LAYER 5 8" G.W.B. INTERIOR SIDE
AND MBCI U-PANEL OR D-PANEL AND KICK
PLATE STORAGE SIDE; UN FACED R-13 BATT
INSULATION AT ALL RESTROOM WALLS TO
STRUCTURE ABOVE - PROVIDE MOISTURE
RESISTANT G.W.B. PER NOTE 1.
LOAD BEARING LOCKER PARTITION. 4' X 2 12"
STEEL CEE STUD POSTS WITH MBCI U-PANEL
ONE SIDE (TYP.); REFER TO STRUCTURAL
DRAWINGS FOR GAUGE AND SPACING.
NON-LOAD BEARING LOCKER PARTITION.
2 12 " X 1 5 8" CEE STUDS AT 5'-0" O.C.WITH
MBCI U-PANEL ONE SIDE. PREFINISHED
MBCI D-PANEL AT AISLES.
COLD FORMED METAL STUDS AT 24" O.C.
(UNO) WITH MBCI U-PANEL OR D-PANEL AND
KICK PLATE SELF-STORAGE SIDE AND MBCI
D-PANEL AND KICK PLATE OTHER SIDE. WALL
PANEL EA SIDE TO BE HELD 10" BELOW
STRUCTURE/CEILING ASSEMBLY ABOVE.
STUD SIZE SHALL BE AS FOLLOWS:
UP TO 15 FEET = 3 5
8" X 1 5 8" X 18 GA
UP TO 20 FEET = 6" X 1 5 8" X 18 GA
UP TO 25 FEET = 6" X 2" X 18 GACC2
6" METAL STUDS AT 24" O.C. (UNO) WITH
MBCI D-PANEL STORAGE SIDE AND 5 8"
G.W.B. OTHER SIDE; UNFACED R-19 BATT
INSULATION TO STRUCTURE ABVOE;
G.W.B PER NOTE 1.
15'x10'
LOCKER
TYP.
10'x8'
LOCKER
7A
TYP.
5'-0"
10'x5'
LOCKER
TYP.
308320
A5.1
1
A5.1
2
A6.4
6
A6.8
3
A7.5
9
A4.14
A4.1
1
A4.1
2
A4.1 3
10'x10'
LOCKER
TYP.
5'x5'
LOCKER
TYP.
6B 6A
TYP.TYP.
L K
TYP.
TYP.
5'x10'
LOCKER
TYP.SIM.A9.1
1
K
TYP.
15
'
-
0
"
5'
-
0
"
10
'
-
0
"
5'
-
0
"
10
'
-
0
"
10
'
-
0
"
5'
-
0
"
5'
-
0
"
10
'
-
0
"
10
'
-
0
"
5'
-
0
"
10
'
-
0
"
10
'
-
0
"
5'
-
0
"
5'
-
0
"
10
'
-
0
"
7'-0"
5'
-
0
"
10
'
-
0
"
5'
-
0
"
10
'
-
0
"
15
'
-
0
"
10
'
-
0
"
5'
-
0
"
5'
-
0
"
306
321
A6.5
6
A7.5
5
6
18'-0"
18
'
-
0
"
6
18'-0"
6
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
THIRD FLOOR
LOCKER PLAN
A2.3
SEE A9.# SERIES SHEETS FOR
STORAGE CONSTRUCTION
DETAILS.
CONTRACTOR SHALL CONFIRM
STORAGE LAYOUT PRIOR TO
CONSTRUCTION. NOTIFY
OWNER/ARCHITECT OF ANY
DISCREPANCIES.
REFER TO SHEET A7.0 FOR
DOOR TYPES AND RELATED
NOTES.
ALL DOOR DIMENSION IS TO
CENTERLINE OF ROUGH
OPENING.
REFER TO U-HAUL
INTERNATIONAL (UHI) FOR
MATERIAL AND INSTALL
REQUIREMENTS.
SEE UHI FACILITY IMAGING
AND DIRECTIONAL SIGNAGE
IMAGING BOOK FOR
ADDITIONAL INFORMATION/
REQUIREMENTS.
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER - NO
SUBSTITUTIONS.
1
1
1
1
1
1
2
2
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
TRUE
NORTH
* MINIMUM CLEAR HEIGHT IN ROOM 121 SHALL BE EQUAL OR GREATER THAN THE TALLEST OVERHEAD DOOR.
PROJECT
NORTH
TYPICAL WALL TYPE LIST WALL TYPE NOTES
1/16" = 1'-0"
SCALEFIRST FLOOR DIMENSION PLAN 1
NN
CT
5 1
2" CONCRETE TILT-UP PANEL WALL, LIGHT BROOM
FINISH (EXTERIOR SIDE ONLY), PANEL EDGES TO
RECEIVE 3
4" CHAMFER ON EXTERIOR SIDE, 90 ON
INTERIOR SIDE SEE NOTE 3.
G
8" CMU WALL PER STRUCTURAL DRAWINGS; FIRE
- RESISTANCE RATED UL ASSEMBLY PER NOTE 5.
M1
HORIZONTAL METAL GIRTS PER
STRUCTURAL DRAWINGS
7'-0"
8'
-
0
"
A
B
C
13
1
'
-
0
"
35
'
-
6
"
30
'
-
6
"
29
'
-
6
"
35
'
-
6
"
10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-6"10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"7'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-6"
298'-0"
SHOWROOM
100
OFFICE
101
BREAKROOM
102
R&D AREA
104
STAIR 1
120
RESTROOM
106
REFUSE
105 STORAGE
111
STAIR 2
121
LOBBY
110
EQUIPMENT
ELEVATOR
109
COMM
MOP/
108
SELF-STORAGE
112
RM
FIRE RISER
107
ELEVATOR
RESTROOM
103
RE-USE
AREA
counter placement and
orientation per retail group
10
x
1
5
10
x
1
0
5x
5
5x
1
0
AD
A
d
o
o
r
E
D
10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-6"10'-6"10'-0"10'-0"10'-0"10'-0"7'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-6"
298'-0"
1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 319
1. WATER - RESISTANT GYPSUM WALL BOARD TO BE USED AT WET LOCATIONS (VERIFY LOCATIONS BASED ON
PLUMBING WALLS AND PLUMBING FIXTURES AS SHOWN ON THE BUILDING FLOOR PLANS.)
2. PREFINISHED D-PANEL APPLIED OVER ALL GYPSUM WALL BOARD AT METAL STUD WALL TYPES THAT
OCCUR AT AISLES (VERIFY LOCATIONS AS SHOWN ON THE BUILDING FLOOR PLANS.)
3. 5 1/2 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING (MAX) PER IBC CHAPTER 7.
4. 8 INCHES EQUIVALENT THICKNESS - 3 HOUR FIRE - RESISTANCE RATED PER IBC CHAPTER 7.
5. 7 5/8 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING WHEN FULLY GROUTED AND 1
HOUR FIRE - RESISTANCE RATING WHEN PARTIALLY GROUTED OR HOLLOW, PER IBC CHAPTER 7 OR UL
DESIGN NO. U935.
6. NON - LOAD BEARING -1 HOUR FIRE - RESISTANCE UL ASSEMBLY RATING PER GENERIC ASSEMBLY GYPSUM
ASSOCIATION FILE CHAPTER 7. UL DESIGN NO. U 419 CAN BE UTILIZED AS AN ALTERNATE ASSEMBLY.
7. ALL WALL AND ROOF INSULATION INFORMATION SHALL BE PER ENERGY CODE ANALYSIS ON T1.1,
UNLESS NOTED OTHERWISE.
8. SEE ENERGY CODE ANALYSIS ON T1.1 FOR VAPOR AND AIR BARRIER REQUIREMENTS AND LOCATION.
A5.1
1
A7.5
6
A4.1 3
A8.3
2
A8.3
2
A8.3
2
A8.3
2
SIM.SIM.
SIM.
A8.3
9
CT
CT
CT
CT
M2
MBCI INSULATED METAL PANEL SECURED TO
HORIZONTAL STRUCTURAL GIRTS WITH
INSULATION AND VAPOR/AIR BARRIERS PER WALL
TYPE NOTES.
H
H1
3 5 8" METAL STUDS AT 24" O.C. WITH 5 8"
TYPE X G.W.B. EACH SIDE TO STRUCTURE
ABOVE; 1 HOUR FIRE - RESISTANCE RATED
PER NOTE 6.
3 5 8" METAL STUDS AT 24" O.C. WITH 5 8"
TYPE X G.W.B. EACH SIDE TO STRUCTURE
AND MBCI U-PANEL OR D-PANEL AND KICK
PLATE STORAGE SIDE; 1 HOUR FIRE -
RESISTANCE RATED PER NOTE 6.
A8.3
2
SIM.
A8.3
2 TYP.
A8.3
9 TYP.
A8.3
9 SIM.
SIM.
A8.3
9 TYP.
A5.1
2
A8.3
9 TYP.
A8.3
9 SIM.
CT
A8.3
2
SIM.
CT
H1
H1
G
G
A5.2
4
A5.2
2
A5.2
3
A5.2
3
A5.2
1
A5.2
3
A5.2
4
A5.2
2
A5.2
3
A5.2
3
A5.2
1
A5.2
3
Z-FURRING CHANNELS SPACED 24" O.C. WITH
INSULATION PER WALL TYPE NOTES. CHANNEL
DEPTH TO MATCH INSULATIONS THICKNESS. SINGLE
LAYER 5/8" GWB PER ROOM FINISH SCHEDULE.
Z-FURRING CHANNELS SPACED 24" O.C. WITH
INSULATION PER WALL TYPE NOTES. CHANNEL
DEPTH TO MATCH INSULATIONS THICKNESS.
PREFINISHED D-PANEL AT CORRIDORS OR U-PANEL
AT STORAGE TO STRUCTURE ABOVE.
Y3
Y2
SEE ELEVATIONS
FOR MATERIAL
ACCENTS, TYPICAL
SEE ELEVATIONS
FOR MATERIAL
ACCENTS, TYPICAL
SEE ELEVATIONS
FOR MATERIAL
ACCENTS, TYPICAL
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
FIRST FLOOR
DIMENSION PLAN
A2.4
SEE A9.# SERIES SHEETS FOR
STORAGE CONSTRUCTION
DETAILS.
CONTRACTOR SHALL CONFIRM
STORAGE LAYOUT PRIOR TO
CONSTRUCTION. NOTIFY
OWNER/ARCHITECT OF ANY
DISCREPANCIES.
REFER TO SHEET A7.0 FOR
DOOR TYPES AND RELATED
NOTES.
ALL DOOR DIMENSION IS TO
CENTERLINE OF ROUGH
OPENING.
REFER TO U-HAUL
INTERNATIONAL (UHI) FOR
MATERIAL AND INSTALL
REQUIREMENTS.
SEE UHI FACILITY IMAGING
AND DIRECTIONAL SIGNAGE
IMAGING BOOK FOR
ADDITIONAL INFORMATION/
REQUIREMENTS.
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER - NO
SUBSTITUTIONS.
1
1
1
1
1
1
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
TRUE
NORTH
PROJECT
NORTH
TYPICAL WALL TYPE LIST WALL TYPE NOTES
1/16" = 1'-0"
SCALESECOND FLOOR LOCKER PLAN 1
NN
A
B
C
13
1
'
-
0
"
35
'
-
6
"
30
'
-
6
"
29
'
-
6
"
35
'
-
6
"
1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-6"10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"7'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-6"
298'-0"
E
D
STAIR 1
220
STAIR 2
221
COMM
MOP/
208
SELF-STORAGE
212
ELEVATOR
9
1'-0"56'-0"
CANOPY
CT
5 1
2" CONCRETE TILT-UP PANEL WALL, LIGHT BROOM
FINISH (EXTERIOR SIDE ONLY), PANEL EDGES TO
RECEIVE 3
4" CHAMFER ON EXTERIOR SIDE, 90 ON
INTERIOR SIDE SEE NOTE 3.
G
8" CMU WALL PER STRUCTURAL DRAWINGS; FIRE
- RESISTANCE RATED UL ASSEMBLY PER NOTE 5.
M1
HORIZONTAL METAL GIRTS PER
STRUCTURAL DRAWINGS
1. WATER - RESISTANT GYPSUM WALL BOARD TO BE USED AT WET LOCATIONS (VERIFY LOCATIONS BASED ON
PLUMBING WALLS AND PLUMBING FIXTURES AS SHOWN ON THE BUILDING FLOOR PLANS.)
2. PREFINISHED D-PANEL APPLIED OVER ALL GYPSUM WALL BOARD AT METAL STUD WALL TYPES THAT
OCCUR AT AISLES (VERIFY LOCATIONS AS SHOWN ON THE BUILDING FLOOR PLANS.)
3. 5 1/2 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING (MAX) PER IBC CHAPTER 7.
4. 8 INCHES EQUIVALENT THICKNESS - 3 HOUR FIRE - RESISTANCE RATED PER IBC CHAPTER 7.
5. 7 5/8 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING WHEN FULLY GROUTED AND 1
HOUR FIRE - RESISTANCE RATING WHEN PARTIALLY GROUTED OR HOLLOW, PER IBC CHAPTER 7 OR UL
DESIGN NO. U935.
6. NON - LOAD BEARING -1 HOUR FIRE - RESISTANCE UL ASSEMBLY RATING PER GENERIC ASSEMBLY GYPSUM
ASSOCIATION FILE CHAPTER 7. UL DESIGN NO. U 419 CAN BE UTILIZED AS AN ALTERNATE ASSEMBLY.
7. ALL WALL AND ROOF INSULATION INFORMATION SHALL BE PER ENERGY CODE ANALYSIS ON T1.1,
UNLESS NOTED OTHERWISE.
8. SEE ENERGY CODE ANALYSIS ON T1.1 FOR VAPOR AND AIR BARRIER REQUIREMENTS AND LOCATION.
M2
MBCI INSULATED METAL PANEL SECURED TO
HORIZONTAL STRUCTURAL GIRTS WITH
INSULATION AND VAPOR/AIR BARRIERS PER WALL
TYPE NOTES.
H
H1
3 5 8" METAL STUDS AT 24" O.C. WITH 5 8"
TYPE X G.W.B. EACH SIDE TO STRUCTURE
ABOVE; 1 HOUR FIRE - RESISTANCE RATED
PER NOTE 6.
3 5 8" METAL STUDS AT 24" O.C. WITH 5 8"
TYPE X G.W.B. EACH SIDE TO STRUCTURE
AND MBCI U-PANEL OR D-PANEL AND KICK
PLATE STORAGE SIDE; 1 HOUR FIRE -
RESISTANCE RATED PER NOTE 6.
A5.1
1
A5.1
2
A8.4
10
A8.4
10
A8.4
10
A8.4
10
SIM.SIM.
SIM.
A8.4
10
SIM.
A4.14
A4.1
1
A4.1
2
A4.1 3
G
G
M2
M2
M2
M2
M2
A5.2
4
A5.2
2
A5.2
3
A5.2
3
A5.2
1
A5.2
3
A5.2
4
A5.2
2
A5.2
3
A5.2
3
A5.2
1
A5.2
3
SEE ELEVATIONS
FOR MATERIAL
ACCENTS, TYPICAL
SEE ELEVATIONS
FOR MATERIAL
ACCENTS, TYPICAL
SEE ELEVATIONS
FOR MATERIAL
ACCENTS, TYPICAL
SEE ELEVATIONS
FOR MATERIAL
ACCENTS, TYPICAL
SEE ELEVATIONS
FOR MATERIAL
ACCENTS, TYPICAL
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
SECOND FLOOR
DIMENSION PLAN
A2.5
SEE A9.# SERIES SHEETS FOR
STORAGE CONSTRUCTION
DETAILS.
CONTRACTOR SHALL CONFIRM
STORAGE LAYOUT PRIOR TO
CONSTRUCTION. NOTIFY
OWNER/ARCHITECT OF ANY
DISCREPANCIES.
REFER TO SHEET A7.0 FOR
DOOR TYPES AND RELATED
NOTES.
ALL DOOR DIMENSION IS TO
CENTERLINE OF ROUGH
OPENING.
REFER TO U-HAUL
INTERNATIONAL (UHI) FOR
MATERIAL AND INSTALL
REQUIREMENTS.
SEE UHI FACILITY IMAGING
AND DIRECTIONAL SIGNAGE
IMAGING BOOK FOR
ADDITIONAL INFORMATION/
REQUIREMENTS.
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER - NO
SUBSTITUTIONS.
1
11
1
1
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
TRUE
NORTH
1. WATER - RESISTANT GYPSUM WALL BOARD TO BE USED AT WET LOCATIONS (VERIFY LOCATIONS BASED ON
PLUMBING WALLS AND PLUMBING FIXTURES AS SHOWN ON THE BUILDING FLOOR PLANS.)
2. PREFINISHED D-PANEL TO APPLIED OVER ALL GYPSUM WALL BOARD AT METAL STUD WALL TYPES THAT
OCCUR AT AISLES(VERIFY LOCATIONS AS SHOWN ON THE BUILDING FLOOR PLANS.)
3. 5 1/2 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING (MAX) PER IBC CHAPTER 7.
4. 8 INCHES EQUIVALENT THICKNESS - 3 HOUR FIRE - RESISTANCE RATED PER IBC CHAPTER 7.
5. 7 5/8 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING WHEN FULLY GROUTED AND 1
HOUR FIRE - RESISTANCE RATING WHEN PARTIALLY GROUTED OR HOLLOW, PER IBC CHAPTER 7 OR UL
DESIGN NO. U935.
6. NON - LOAD BEARING -1 HOUR FIRE - RESISTANCE UL ASSEMBLY RATING PER GENERIC ASSEMBLY GYPSUM
ASSOCIATION FILE CHAPTER 7. UL DESIGN NO. U 419 CAN BE UTILIZED AS AN ALTERNATE ASSEMBLY.
7. ALL WALL AND ROOF INSULATION INFORMATION SHALL BE PER ENERGY CODE ANALYSIS ON T1.1, UNLESS
NOTED OTHERWISE.
8. SEE ENERGY CODE ANALYSIS ON T1.1 FOR VAPOR AND AIR BARRIER REQUIREMENTS AND LOCATION.
PROJECT
NORTH
TYPICAL WALL TYPE LIST WALL TYPE NOTES
1/16" = 1'-0"
SCALETHIRD FLOOR DIMENSION PLAN 1
NN
A
5 1
2" CONCRETE TILT-UP PANEL WALL, LIGHT BROOM
FINISH (EXTERIOR SIDE ONLY), PANEL EDGES TO
RECEIVE 3
4" CHAMFER ON EXTERIOR SIDE, 90 ON
G
8" CMU WALL PER STRUCTURAL DRAWINGS;
FIRE - RESISTANCE RATED UL ASSEMBLY
PER NOTE 5.
INTERIOR SIDE SEE NOTE 3.
M2
MBCI INSULATED METAL PANEL SECURED TO
HORIZONTAL STRUCTURAL GIRTS WITH
INSULATION AND VAPOR/AIR BARRIERS PER
WALL TYPES NOTES.
A
B
C
13
1
'
-
0
"
35
'
-
6
"
30
'
-
6
"
29
'
-
6
"
35
'
-
6
"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-6"10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"7'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-6"
298'-0"
E
D
STAIR 1
320
RESTROOM
306
STAIR 2
321
COMM
MOP/
308
SELF-STORAGE
312
ELEVATOR
A7.5
6
H1
G
A5.1
2
A8.4
10
A8.4
10
A8.4
10
A8.4
10
SIM.SIM.
SIM.
A8.4
10
SIM.
A4.14
A4.1
2
A4.1 3
G
M2
M2
M2
M2
M2
A5.2
4
A5.2
2
A5.2
3
A5.2
3
A5.2
1
A5.2
3
A5.2
4
A5.2
2
A5.2
3
A5.2
3
A5.2
1
A5.2
3
A5.1
1
SEE ELEVATIONS
FOR MATERIAL
ACCENTS, TYPICAL
SEE ELEVATIONS
FOR MATERIAL
ACCENTS, TYPICAL
SEE ELEVATIONS
FOR MATERIAL
ACCENTS, TYPICAL
SEE ELEVATIONS
FOR MATERIAL
ACCENTS, TYPICAL
SEE ELEVATIONS
FOR MATERIAL
ACCENTS, TYPICAL
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
THIRD FLOOR
DIMENSION PLAN
A2.6
SEE A9.# SERIES SHEETS FOR
STORAGE CONSTRUCTION
DETAILS.
CONTRACTOR SHALL CONFIRM
STORAGE LAYOUT PRIOR TO
CONSTRUCTION. NOTIFY
OWNER/ARCHITECT OF ANY
DISCREPANCIES.
REFER TO SHEET A7.0 FOR
DOOR TYPES AND RELATED
NOTES.
ALL DOOR DIMENSION IS TO
CENTERLINE OF ROUGH
OPENING.
REFER TO U-HAUL
INTERNATIONAL (UHI) FOR
MATERIAL AND INSTALL
REQUIREMENTS.
SEE UHI FACILITY IMAGING
AND DIRECTIONAL SIGNAGE
IMAGING BOOK FOR
ADDITIONAL INFORMATION/
REQUIREMENTS.
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER - NO
SUBSTITUTIONS.
1
1
11
1
1
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
TRUE
NORTH
PROJECT
NORTH
ROOF PLAN GENERAL NOTES
1/16" = 1'-0"
SCALEROOF PLAN 1
NN
ROOF PLAN KEYNOTES
3/
8
"
P
E
R
F
T
.
M
I
N
.
01 OUTLINE OF INTERIOR STAIRCASE SHAFT
OUTLINE OF INTERIOR ELEVATOR SHAFT
LOW EAVE DRIP-EDGE TRIM
02
03
A.CONTRACTOR SHALL INFORM OWNER OF ANY METAL COMPONENTS THAT ARE DAMAGED OR UNSUITABLE FOR NEW ROOF APPLICATION. ALL
MATERIALS MUST BE INVENTORIED WITHIN 48 HOURS OF DELIVERY OR CONTRACTOR WILL BE LIABLE FOR COST ASSOCIATED WITH COST OF
ADDITIONAL MATERIALS AND LABOR REQUIRED.
B.PROVIDE PRE-FINISHED GUTTERS AND DOWNSPOUTS AT LOCATIONS INDICATED.
C.METAL BUILDING COMPONENTS SHALL BE BUTER MFG. OR OWNER APPROVED EQUAL ALL TRIM COMPONENTS (DOWNSPOUTS, RAKE TRIM,
GUTTERS, FLASHING, ETC.) SHALL BE PRE-FINISHED.
D.ALL DETAILS SHALL CONFORM TO MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS.
E.CONTRACTOR SHALL VERIFY SHOP DRAWINGS AND DESIGN CALCULATION SEALED BY ROOFING MANUFACTURER AND/OR REGISTERED
ENGINEER THAT MEETS BUILDING DESIGN REQUIRMENTS AND DIMENSIONS.
F.ROOF PANELS SHALL BE A DOUBLE LOCKING STANDING SEAM ROOF SYSTEM, BY BUTLER MANUFACTURING.
G.REFER TO MECHANICAL FOR QUANTITY OF VENTS THRU ROOF. FIELD VERIFY LOCATION OF PENETRATION IN A MANNER THAN PENETRATION
DOES NOT OCCUR AT STANDING SEAM.
H.ALL DIVERTERS AND CURBS TO BE MANUFACTURED BY BUTLER SPEC OR L & M CURB (WELDED ASSEMBLIES ONLY).
I.PROVIDE ROOF INSULATION AND VAPOR BARRIER PER ENERGY CODE ANALYSIS ON T1.1. PROVIDE R-5 THERMAL BLOCKS AT PURLINS.
UNLESS NOTED OTHERWISE.
04
05
06
07
08
09
10
DOUBLE LOCKING STANDING SEAM ROOF (MECHANICALLY SEAMED) WITH GALVALUME FINISH.
BUTLER VSR ROOF
BUTLER MODULEZE II FASCIA PANEL, 24 AG.
BUTLER BOX GUTTER
DOWNSPOUT
PRE-FINISHED PARAPET CAP
CRICKET , TYP
04
A8.9
4
SIM.
01 02
03
03
10
09
06
09
09
09
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
ROOF PLAN
AND NOTES
A3.1
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
ECA
0'-0"
1st FLOOR F.F.E.
12'-6"
2nd FLOOR F.F.E.
23'-2"
3rd FLOOR F.F.E.
39'-3"
TOP OF PARAPET
38'-3"
TOP OF ROOF HIGH SIDE
42'-2"
TOP OF PARAPET
34'-2"
TOP OF ROOF LOW SIDE
GENERAL NOTES
A
-
B
-
C
-
D
-
F
-
COLOR FINISH LEGEND
1
-
-
2
-
3
4
-
5
-
6
-
COLOR: PRE-FINISHED MBCI "U-HAUL" GREEN
COLOR: ATAS "BONE WHITE"
G
-
H
-
FAUX BRICK
1'H x 43'W x 2'D METAL CANOPY
E
-
ATAS WOODLAND SERIES HORIZONTAL SHIPLAP PANELING
MATERIAL FINISH LEGEND
KEYED NOTES X
1.GENERAL CONTRACTOR TO COORDINATE ELECTRICAL CONDUIT LAYOUT
AND LOCATIONS WITH SIGNAGE CONTRACTOR.
2.SIGNAGE PROVIDED AND INSTALLED UNDER A SEPARATE PERMIT.
3.GENERAL CONTRACTOR SHALL SUBMIT PAINT SAMPLES TO THE
ARCHITECT PRIOR TO APPLICATION OR ORDERING FOR APPROVAL.
4.PAINT ALL EXTERIOR SURFACES, INCLUDING HANDRAILS, CONDUIT,
J-BOXES, ROOF SCREEN WALLS, ETC. INCLUDING TRASH ENCLOSURE.
5.SEE SPECIFICATION MANUAL FOR ADDITIONAL INFORMATION.
6.ALL METAL ROOFING, COPING, PARAPET FLASHING AND METAL GUTTERS
SHALL BE PAINTED TO MATCH COLOR LEGEND. SUBMIT SAMPLES TO
ARCHITECT FOR APPROVAL PRIOR TO PLACING ORDER.
01 EXTERIOR METAL STAIR
ROOF LINE BEYOND
EXPANSION JOINT
SIDE-HINGED H.M. DOOR - SEE DOOR SCHEDULE
AUTO SLIDING DOOR - SEE DOOR SCHEDULE
SECTIONAL OVERHEAD DOOR - SEE DOOR SCHEDULE
ROLL-UP DOOR - SEE DOOR SCHEDULE
WALL MOUNTED LIGHT FIXTURE (BOT. @ 8'-0" A.F.F.), TYP. -
SEE ELECTRICAL
EXHAUST FAN LOUVER - SEE MECHANICAL
02
03
04
05
06
07
08
09
LIGHT SANDBLAST AGGREGATE CONCRETE
COLOR: SW "EGGSHELL BLACK"
7
-
8
-COLOR: SW 6767 "AQUARIUM"
1/16" = 1'-0"
SCALESOUTH BUILDING ELEVATION 1
1/16" = 1'-0"
SCALENORTH BUILDING ELEVATION 2
1/16" = 1'-0"
SCALEWEST BUILDING ELEVATION 31/16" = 1'-0"
SCALEEAST BUILDING ELEVATION 4
G
7
A
16
A
16
E
5 554
4
5666 68 H
88
6
6
4
4
4
1
1
1
COLOR: ATAS "SANDSTONE"
COLOR: ATAS "WALNUT"
COLOR: ATAS "GALVALUME"
COLOR: REGAL OAK
9
-
10
-COLOR: SW 6451 "NURTURE GREEN"
ATAS RIGID WALL MFN 160 & MFN 121 HORIZONTAL PANELING
ATAS ISOLEREN IM VERTICAL PANELING
CONCRETE TILT WALL
2'H x 56'W x 10'D METAL CANOPY
ATAS RIGID WALL MFN122 HORIZONTAL PANELING
I
-
J
-
NOT USED
METAL TRIM 12" HIGH
ROLL-UP DOOR - SEE DOOR SCHEDULEK
-
I
1
I
1
-
23344
6 2
11
-COLOR: SIERRA SUNSET
A
2
A
1
A
2
H
8
H
8
G
7
G
7
L
8
L
8
F
6
L
-
6"H x 3"D ARCHITECTURAL DETAILS
F
6
C
3
D
15
C
3
B
4
A
10
A
10
A
2
D
15
B
4
A
10
D
15
L
8
L
8
F
6
K
11
K
11
K
11
K
11
K
11
K
11
C
3
D
4
A
16
A
16
K
11
K
11
K
11
K
11
K
11
K
11
K
11
A
1
F
6
F
6
A
10
A
8
A
14
A
10
42'-3"
TOP OF PARAPET
(BEYOND)
0'-0"
1st FLOOR F.F.E.
12'-6"
2nd FLOOR
F.F.E.
23'-2"
3rd FLOOR F.F.E.
39'-3"
TOP OF PARAPET
35'-10"
TOP OF ROOF
LOW SIDE
1 3195
131
0'-0"
1st FLOOR F.F.E.
12'-6"
2nd FLOOR F.F.E.
23'-2"
3rd FLOOR F.F.E.
39'-3"
TOP OF PARAPET
42'-3"
TOP OF PARAPET
22 17 11 5
0'-0"
1st FLOOR F.F.E.
12'-6"
2nd FLOOR F.F.E.
23'-2"
3rd FLOOR F.F.E.
38'-3"
TOP OF PARAPET
42'-2"
TOP OF PARAPET (BEYOND)
34'-2"
TOP OF ROOF
LOW SIDE
E C AD
J
10
J
12
12
-COLOR: SW 6450 'EASY GREEN"
13
-COLOR: SW 6444 "TOPIARY TINT"
14
-COLOR: SW 6455 "FLEETING GREEN"
15
-COLOR: ATAS "SIERRA TAN"
16 COLOR: SW 7070 "SITE WHITE"-
A
16
7
A
16
A
8
A
13
A
12
A
10
A
12
A
10
A
10
A
8
A
10
A
10
I
1
A
12
B
4
A
10
A
12
A
10
A
10
A
12
1
1
A
10
A
12
A
8
A
10
A
12
A
10
A
8
A
10
A
10
A
12
A
12
A
13
A
8
A
14
A
16
J
10
J
10
J
12
J
10
A
2
A
16
A
16
A
10
A
2
D
15
A
10
B
4
C
3
A
12
A
8
A
10
A
12
A
10
A
8
A
10
A
12
A
10
A
12
A
13
A
8
A
14
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
BUILDING ELEVATIONS
BUILDING A
A4.1
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
49'-0"
TOP OF PARAPET
0'-0"
1st FLOOR F.F.E.
12'-6"
2nd FLOOR
F.F.E.
23'-2"
3rd FLOOR F.F.E.
23'-2"
4th FLOOR F.F.E.
48'-1"
TOP OF ROOF
HIGH SIDE
1 315101727
ECBAD
ECBAD
DZ
BUILDING SECTIONS
A5.1
1/16" = 1'-0"
SCALEBUILDING SECTION 1
1/16" = 1'-0"
SCALEBUILDING SECTION 2
REFER TO SHEET A2.1 FOR WALL
TYPES AND RELATED NOTES.
REFER TO SHEET A7.1 FOR DOOR
TYPES AND RELATED NOTES.
REFER TO SHEET A7.2 FOR
WINDOW TYPES, FINISH
SCHEDULE AND RELATED NOTES.
ALL DOOR AND WINDOW
DIMENSIONS ARE TO CENTER
LINE OF ROUGH OPENING.
REFER TO U-HAUL
INTERNATIONAL STANDARD
SPECIFICATIONS FOR MATERIAL
AND INSTALL REQUIREMENTS.
SEE UHI FACILITY IMAGING AND
DIRECTIONAL SIGNAGE IMAGING
BOOK FOR ADDITIONAL
INFORMATION/REQUIREMENTS,
AND FINAL COLOR SELECTION
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER- NO
SUBSTITUTIONS
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
1/2" = 1'-0"
SCALEWALL SECTION 11/2" = 1'-0"
SCALEWALL SECTION 21/2" = 1'-0"
SCALEWALL SECTION 31/2" = 1'-0"
SCALEWALL SECTION 4
SEE ELEV.
T.O. PARAPET
SEE ELEV.
FIN. 3RD FLOOR
SEE ELEV.
FIN. 1ST FLOOR
SEE ELEV.
T.O. PARAPET
SEE ELEV.
T.O. SLAB 3RD FLOOR
SEE ELEV.
T.O. SLAB 2ND FLOOR
SEE ELEV.
T.O. SLAB 1ST FLR
SEE ELEV.
T.O. PARAPET
SEE ELEV.
T.O. SLAB 3RD FLOOR
SEE ELEV.
T.O. SLAB 2ND FLOOR
SEE ELEV.
T.O. SLAB 1ST FLR
SEE ELEV.
T.O.PARAPET
SEE ELEV.
T.O.SLAB 3RD FLR
SEE ELEV.
T.O.SLAB 2ND FLR
SEE ELEV.
T.O.SLAB 1ST FLR
+14'-0"
BOTTOM OF CANOPY
SINGLE SKIN METAL PANEL
OVER IMP AND FRAMING PER
STRUCTURAL, TYP.
SINGLE SKIN METAL PANEL
OVER IMP AND FRAMING PER
STRUCTURAL, TYP.
CONCRETE TILT PANEL PER
STRUCTURAL
CONCRETE SLAB OVER
CONT. VAPOR BARRIER AND
ABC, TYP.
IMP OVER FRAMING PER
STRUCTURAL, TYP.
IMP OVER FRAMING PER
STRUCTURAL, TYP.
CONCRETE TILT PANEL
TYP.
WIND GIRT PER
STRUCTURAL, TYPICAL
STRUCTURE BEYOND,
SEE STRUCTURAL
FLOOR SLAB, TYP.
WIND GURT PER
STRUCTURAL, TYPICAL
STRUCTURE BEYOND,
SEE STRUCTURAL
FLOOR SLAB, TYP.
CONCRETE SLAB OVER
CONT. VAPOR BARRIER AND
ABC, TYP.
INTERIOR FINISH
PER PLANS
WIND GIRT PER
STRUCTURAL, TYPICAL
STRUCTURE BEYOND,
SEE STRUCTURAL
FLOOR SLAB, TYP.
WIND GURT PER
STRUCTURAL, TYPICAL
STRUCTURE BEYOND,
SEE STRUCTURAL
FLOOR SLAB, TYP.
CONCRETE SLAB OVER
CONT. VAPOR BARRIER AND
ABC, TYP.
INTERIOR FINISH
PER PLANS
IMP OVER FRAMING PER
STRUCTURAL, TYP.
IMP OVER FRAMING PER
STRUCTURAL, TYP.
IMP OVER CONCRETE
TILT PANEL TYP.
WIND GIRT PER
STRUCTURAL, TYPICAL
STRUCTURE BEYOND,
SEE STRUCTURAL
FLOOR SLAB, TYP.
WIND GURT PER
STRUCTURAL, TYPICAL
STRUCTURE BEYOND,
SEE STRUCTURAL
FLOOR SLAB, TYP.
CONCRETE SLAB OVER
CONT. VAPOR BARRIER AND
ABC, TYP.
INTERIOR FINISH
PER PLANS
SINGLE SKIN METAL PANEL
OVER IMP AND FRAMING PER
STRUCTURAL, TYP.
SINGLE SKIN METAL PANEL
OVER IMP AND FRAMING PER
STRUCTURAL, TYP.
SINGLE SKIN METAL PANEL
OVER IMP AND FRAMING PER
STRUCTURAL, TYP.
CONCRETE TILT PANEL
TYP.
SEE ELEV.
T.O. SLAB 2ND FLOOR
10'-0"
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
KZ
WALL SECTIONS
A5.2
REFER TO SHEET A2.1 FOR WALL
TYPES AND RELATED NOTES.
REFER TO SHEET A7.1 FOR DOOR
TYPES AND RELATED NOTES.
REFER TO SHEET A7.2 FOR
WINDOW TYPES, FINISH
SCHEDULE AND RELATED NOTES.
ALL DOOR AND WINDOW
DIMENSIONS ARE TO CENTER
LINE OF ROUGH OPENING.
REFER TO U-HAUL
INTERNATIONAL STANDARD
SPECIFICATIONS FOR MATERIAL
AND INSTALL REQUIREMENTS.
SEE UHI FACILITY IMAGING AND
DIRECTIONAL SIGNAGE IMAGING
BOOK FOR ADDITIONAL
INFORMATION/REQUIREMENTS,
AND FINAL COLOR SELECTION
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER- NO
SUBSTITUTIONS
1
1
1
1 1
1
40 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
SEE ELEV.
T.O. PARAPET
SEE ELEV.
T.O. SLAB 3RD FLOOR
SEE ELEV.
T.O. SLAB 1ST FLR
+8'-6"
BOTTOM OF CANOPY
3'-0"
SEE ELEV.
T.O. SLAB 2ND FLOOR
SEE ELEV.
T.O. PURLIN LOW SIDE
SEE ELEV.
T.O. SLAB 3RD FLOOR
SEE ELEV.
T.O. SLAB 1ST FLR
SEE ELEV.
T.O. SLAB 2ND FLOOR
STRUCTURE BEYOND,
SEE STRUCTURAL
FLOOR SLAB, TYP.
WIND GURT PER
STRUCTURAL, TYPICAL
STRUCTURE BEYOND,
SEE STRUCTURAL
FLOOR SLAB, TYP.
CONCRETE SLAB OVER
CONT. VAPOR BARRIER AND
ABC, TYP.
SINGLE SKIN METAL PANEL
OVER IMP AND FRAMING PER
STRUCTURAL, TYP.
SINGLE SKIN METAL PANEL
OVER IMP AND FRAMING PER
STRUCTURAL, TYP.
CONCRETE SLAB OVER
CONT. VAPOR BARRIER AND
ABC, TYP.
GLAZING SYSTEM TYP.
CONCRETE TILT PANEL
TYP.
CANOPY
IMP OVER FRAMING PER
STRUCTURAL, TYP.
IMP OVER FRAMING PER
STRUCTURAL, TYP.
CONCRETE TILT PANEL, TYP.
WIND GIRT PER
STRUCTURAL, TYPICAL
STRUCTURE BEYOND,
SEE STRUCTURAL
FLOOR SLAB, TYP.
WIND GURT PER
STRUCTURAL, TYPICAL
STRUCTURE BEYOND,
SEE STRUCTURAL
FLOOR SLAB, TYP.
WIND GIRT PER
STRUCTURAL, TYPICAL
INTERIOR FINISH,
PER PLANS
1/2" = 1'-0"
SCALEWALL SECTION 51/2" = 1'-0"
SCALEWALL SECTION 6
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
KZ
WALL SECTIONS
A5.3
REFER TO SHEET A2.1 FOR WALL
TYPES AND RELATED NOTES.
REFER TO SHEET A7.0 FOR DOOR
TYPES AND RELATED NOTES.
REFER TO SHEET A7.2 FOR
WINDOW TYPES, FINISH
SCHEDULE AND RELATED NOTES.
ALL DOOR AND WINDOW
DIMENSIONS ARE TO CENTER
LINE OF ROUGH OPENING.
REFER TO U-HAUL
INTERNATIONAL STANDARD
SPECIFICATIONS FOR MATERIAL
AND INSTALL REQUIREMENTS.
SEE UHI FACILITY IMAGING AND
DIRECTIONAL SIGNAGE IMAGING
BOOK FOR ADDITIONAL
INFORMATION/REQUIREMENTS,
AND FINAL COLOR SELECTION
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER- NO
SUBSTITUTIONS
1
1
1
1
40 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
NN
SIM.
TYP.
TYP.
SIM.
SIM.TYP.
SIM.
1 2 3 4 5 6 7 8 9 10
A
B
C
9'-0"9'-0"9'-0"9'-0"9'-0"8'-0"
53'-0"
4'
-
6
"
7'
-
1
"
12
'
-
1
"
7'-6"12'-6"43'-0"9'-4"
50
'
-
0
"
15
'
-
6
"
40
'
-
0
"
2'
-
5
"
44'-6"30'-0"
2'-6"
2'
-
5
"
3'
-
8
"
4'
-
8
"
2'-0"
6'
-
6
"
2'-5"5'-7"
A4.1 3
A8.3
2
A8.3
2
A8.3
2
A8.3
2
A8.3
9
A8.3
9
A8.3
9
1
A5.2
1
A5.1
SHOWROOM
100
BREAKROOM
102
RESTROOM
103
OFFICE
101
R&D AREA
104
TYPICAL WALL TYPE LIST
1ENLARGED SHOWROOM PLAN SCALE
1/8" = 1' - 0"
CC3
CC1
6" METAL STUDS AT 24" O.C. (UNO) WITH
MBCI U-PANEL OR D-PANEL AND KICK PLATE
STORAGE SIDE AND 5 8" G.W.B. OTHER SIDE;
UNFACED R-19 BATT INSULATION TO
STRUCTURE ABOVE; G.W.B. PER NOTE 1
6" METAL STUDS AT 24" O.C. (UNO) WITH
MBCI U-PANEL OR D-PANEL AND KICK
PLATE SELF-STORAGE SIDE AND D-PANEL
OTHER SIDE; UNFACED R-19 BATT
INSULATION TO STRUCTURE ABOVE.
CC2
6" METAL STUDS AT 24" O.C. (UNO) WITH
MBCI D-PANEL STORAGE SIDE AND 5 8"
G.W.B. OTHER SIDE; UNFACED R-19 BATT
INSULATION TO STRUCTURE ABVOE; G.W.B
PER NOTE 1.
J1
3-5/8" METAL STUDS AT 24" O.C. WITH
SINGLE LAYER 5 8" G.W.B. INTERIOR SIDE
AND MBCI U-PANEL OR D-PANEL AND KICK
PLATE STORAGE SIDE; UN FACED R-13 BATT
INSULATION AT ALL RESTROOM WALLS TO
STRUCTURE ABOVE - PROVIDE MOISTURE
RESISTANT G.W.B. PER NOTE 1.
R
6" METAL STUDS AT 24" O.C. WITH 5 8"
MOISTURE RESISTANCE (M.R.) G.W.B. EACH
SIDE PER NOTE 1 TO STRUCTURE ABOVE.
COLOR LEGEND
KEY NOTES
1.4" STRIPING-SEE CIVIL FOR LAYOUT
2.CUSTOMER LOADING AREA
3.PRECAST CONCRETE CURB STOP
X
COLOR: SHERWIN-WILLIAMS "TRAFFIC YELLOW"
7'
-
6
"
TRUE NORTH PROJECT NORTH
SERVICE SINK
F.R.P. PANEL APPLIED TO WALL
BEHIND SINK FIXTURES
50 GAL. ELEC. WATER HEATER
18" HIGH PLATFORM FOR HVAC
EQUIPMENT (IF REQ'D)
MOP SINK
AIR COMPRESS (BY
OTHERS)
counter placement and
orientation per retail group
10
x
1
5
10
x
1
0
5x
5
5x
1
0
AD
A
d
o
o
r
CC1
CC3
CC3
CC2
J1
J1
J1
J1
R
COUNTER POWER POLE,
COORDINATE WITH U-HAUL
RETAIL GROUP. FIELD LOCATE.
12'-8"
DO NOT POLISH
CONCRETE
16
'
-
8
"
3'
-
0
"
5'
-
0
"
10'-6"
104A
104B
104C
100B
100A
103
102
101
112
3
4
5
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
ENLARGED
SHOW ROOM
A6.1
SEE A9.# SERIES SHEETS FOR
STORAGE CONSTRUCTION
DETAILS.
CONTRACTOR SHALL CONFIRM
STORAGE LAYOUT PRIOR TO
CONSTRUCTION. NOTIFY
OWNER/ARCHITECT OF ANY
DISCREPANCIES.
REFER TO SHEET A7.0 FOR
DOOR TYPES AND RELATED
NOTES.
ALL DOOR DIMENSION IS TO
CENTERLINE OF ROUGH
OPENING.
REFER TO U-HAUL
INTERNATIONAL (UHI) FOR
MATERIAL AND INSTALL
REQUIREMENTS.
SEE UHI FACILITY IMAGING
AND DIRECTIONAL SIGNAGE
IMAGING BOOK FOR
ADDITIONAL INFORMATION/
REQUIREMENTS.
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER - NO
SUBSTITUTIONS.
1
1
67+6767(
%2,6(,'
3
3/8" = 1'-0"
SCALEINTERIOR STAIR 1 FIRST FLOOR 23/8" = 1'-0"
SCALEINTERIOR STAIR 1 SECOND FLOOR 43/8" = 1'-0"
SCALEINTERIOR STAIR 1 THIRD FLOOR 6
3/8" = 1'-0"
SCALEINTERIOR STAIR 1 SECTION 13/8" = 1'-0"
SCALEINTERIOR STAIR 1 SECTION 33/8" = 1'-0"
SCALEINTERIOR STAIR 1 SECTION 5
4
A6.6
VERTICAL CLEARANCE
BARRIER SEE T1.2, 1 1
2"
DIA, RAILS 120A120B
220
320
2
A6.6
6
A6.6
6
A6.6
3
A6.6
0'-0"
T.O. SLAB
+6'-3"
T.O. LANDING
+12'-6"
T.O. LANDING
+17'-10"
T.O. LANDING
+23'-2"
T.O. LANDING
5'
-
4
"
(1
0
R
I
S
E
R
S
A
T
6
.
4
0
"
)
5'
-
4
"
(1
0
R
I
S
E
R
S
A
T
6
.
4
0
"
)
6'
-
3
"
(1
1
R
I
S
E
R
S
A
T
6
.
8
1
"
)
6'
-
3
"
(1
1
R
I
S
E
R
S
A
T
6
.
8
1
"
)
0'-0"
T.O. SLAB
+6'-3"
T.O. LANDING
+12'-6"
T.O. LANDING
+17'-10"
T.O. LANDING
+23'-2"
T.O. LANDING
5'
-
4
"
(1
0
R
I
S
E
R
S
A
T
6
.
4
0
"
)
5'
-
4
"
(1
0
R
I
S
E
R
S
A
T
6
.
4
0
"
)
6'
-
3
"
(1
1
R
I
S
E
R
S
A
T
6
.
8
1
"
)
6'
-
3
"
(1
1
R
I
S
E
R
S
A
T
6
.
8
1
"
)
0'-0"
T.O. SLAB
+6'-3"
T.O. LANDING
+12'-6"
T.O. LANDING
+17'-10"
T.O. LANDING
+23'-2"
T.O. LANDING
5'
-
4
"
(1
0
R
I
S
E
R
S
A
T
6
.
4
0
"
)
5'
-
4
"
(1
0
R
I
S
E
R
S
A
T
6
.
4
0
"
)
6'
-
3
"
(1
1
R
I
S
E
R
S
A
T
6
.
8
1
"
)
6'
-
3
"
(1
1
R
I
S
E
R
S
A
T
6
.
8
1
"
)
120B
220
320
2
A6.6
5
A6.6
1
A6.6
7'-0"3'-0"
2'-4"
8'-3" (9 TREADS @ 11")6'-2" LANDING4'-3" LANDING
8"18'-8"
4'
-
0
"
10
"
4'
-
0
"
3"
3"
G G
A6.7
7
CT
9'
-
4
"
1211 13
120A
20'-0"
120B
SIM.
8"
G
A6.7
1 SIM.
3
A6.4
5
A6.4
1
A6.4
STAIR 1
120
37'-4"
7'-0"3'-0"
2'-4"
8'-3" (9 TREADS @ 11")6'-2" LANDING4'-3" LANDING
8"18'-8"
4'
-
0
"
10
"
4'
-
0
"
3"
3"
G G
A6.7
7
STAIR 1
220
M2
9'
-
4
"
1211 13
220
20'-0"
SIM.
8"
G
A6.7
1 SIM.
3
A6.4
5
A6.4
1
A6.4
7'-0"3'-0"
2'-4"
8'-3" (9 TREADS @ 11")6'-2" LANDING4'-3" LANDING
8"18'-8"
4'
-
0
"
10
"
4'
-
0
"
3"
3"
G G
A6.7
7
STAIR 1
320
M2
9'
-
4
"
1211 13
20'-0"
320
SIM.
8"
G
A6.7
1 SIM.
3
A6.4
5
A6.4
1
A6.4
REFER TO SHEET A2.1 FOR
WALL TYPES AND RELATED
NOTES.
REFER TO SHEET A7.1 FOR
DOOR TYPES AND RELATED
NOTES.
ALL DOOR AND WINDOW
DIMENSIONS ARE TO
CENTERLINE OF ROUGH
OPENING.
ALL EXTERIOR METAL
FABRICATIONS EXPOSED TO
WEATHER SHALL BE
GALVANIZED.
REFER TO U-HAUL
INTERNATIONAL FOR MATERIAL
AND INSTALL REQUIREMENTS.
SEE UHI FACILITY IMAGING AND
DIRECTIONAL SIGNAGE IMAGING
BOOK FOR ADDITIONAL
INFORMATION/ REQUIREMENTS,
AND FINAL COLOR SELECTION
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER- NO
SUBSTITUTIONS
BG
DZ
ENLARGED STAIR PLANS
AND SECTIONS
A6.4
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
3/8" = 1'-0"
SCALEINTERIOR STAIR 1 FIRST FLOOR 23/8" = 1'-0"
SCALEINTERIOR STAIR 1 SECOND FLOOR 43/8" = 1'-0"
SCALEINTERIOR STAIR 1 THIRD FLOOR 6
3/8" = 1'-0"
SCALEEXTERIOR STAIR ELEVATION 13/8" = 1'-0"
SCALEEXTERIOR STAIR ELEVATION 33/8" = 1'-0"
SCALEINTERIOR STAIR 1 SECTION 5
A6.6
4 SIM.
A6.7
6 SIM.
A6.7
6 SIM.
4'
-
6
"
LA
N
D
I
N
G
1'
-
0
"
4'
-
6
"
LA
N
D
I
N
G
10
'
-
0
"
3"4'-5"9'-2"
(10 TREADS @ 11")
6'-4"3"
320A
3"4'-5"9'-2"
(10 TREADS @ 11")
6'-4"3"
2'-6"1'-3"8'-3"
(9 TREADS @ 11")
220A 120A
5'-5"
19'-11"
2'-6"
12
A6.5
1
A6.53
31
UP
DOWN
4'-9"9'-2"
(10 TREADS @ 11")
6'-10"
20'-11"
12
A6.5
1
A6.53
UP
A6.7
7 SIM.
3"
4'
-
0
"
CL
E
A
R
3"
3"
4'
-
0
"
CL
E
A
R
3"
4"2'-8"2'-6"9"10'-4"4'-0"4"
10
'
-
1
0
14"
214"
10
'
-
4
"
214"
4'
-
6
"
LA
N
D
I
N
G
1'
-
0
"
4'
-
6
"
LA
N
D
I
N
G
10
'
-
0
"
2'-6"1'-3"8'-3"
(9 TREADS @ 11")
5'-5"
19'-11"
2'-6"
12
A6.53
31
UP
DOWN
3"
4'
-
0
"
CL
E
A
R
3"
3"
4'
-
0
"
CL
E
A
R
3"
A6.5
1
6'
-
3
"
(1
1
R
I
S
E
R
S
@
6
13 16
")
6'
-
3
"
(1
1
R
I
S
E
R
S
@
6
13 16
")
5'
-
7
3
8"
(1
0
R
I
S
E
R
S
@
6
3 4")
5'
-
0
5
8"
(9
R
I
S
E
R
S
@
6
3 4")
HSS
COLUMN
(TYP)
STAIR
STRINGER (TYP)
1 1/2" STEEL
HANDRAILS
TYPICAL
1/2" SQ. STEEL BAR
PICKETS AT 4" O.C.
MAX TYPICAL
6'
-
3
"
(1
1
R
I
S
E
R
S
@
6
13 16
")
6'
-
3
"
(1
1
R
I
S
E
R
S
@
6
13 16
")
5'
-
7
3
8"
(1
0
R
I
S
E
R
S
@
6
3 4")
5'
-
0
5
8"
(9
R
I
S
E
R
S
@
6
3 4")
GUARDRAIL
STRINGER
SEE
STRUCTURAL
EDGE OF
BUILDING
1231
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
1030 W. FRANKLIN RD
MERIDIAN, ID 83642
718078
04/15/2022
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
REFER TO SHEET A2.1 FOR
WALL TYPES AND RELATED
NOTES.
REFER TO SHEET A7.1 FOR
DOOR TYPES AND RELATED
NOTES.
ALL DOOR AND WINDOW
DIMENSIONS ARE TO
CENTERLINE OF ROUGH
OPENING.
ALL EXTERIOR METAL
FABRICATIONS EXPOSED TO
WEATHER SHALL BE
GALVANIZED.
REFER TO U-HAUL
INTERNATIONAL FOR MATERIAL
AND INSTALL REQUIREMENTS.
SEE UHI FACILITY IMAGING AND
DIRECTIONAL SIGNAGE IMAGING
BOOK FOR ADDITIONAL
INFORMATION/ REQUIREMENTS,
AND FINAL COLOR SELECTION
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER- NO
SUBSTITUTIONS
BG
DZ
ENLARGED EXTERIOR
STAIR PLANS
AND SECTIONS
A6.5
1
1
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
0' - 3"
1' - 0"
0' - 1 1/2"0' - 1 1/2"
1' - 0"
0' - 5"
0' - 1 1/2"
1' - 0"
1-1/2" STEEL GUARDRAIL ASSEMBLY
1-1/2" Ø STEEL HANDRAIL ASSEMBLY
0' - 1 1/2"0' - 1 1/2"
0' - 6"
0' - 11"
3'
-
0
"
3'
-
6
"
0'
-
1
1
/
2
"
0'
-
3
"
3'
-
0
"
3'
-
6
"
2'
-
0
"
1'
-
0
"
0'
-
1
1
/
2
"
0'
-
3
"
2'
-
0
"
1'
-
0
"
3'
-
6
"
3'
-
0
"
0'
-
1
1
/
2
"
0'
-
3
"
3'
-
0
"
3'
-
6
"
3'
-
6
"
3'
-
0
"
3'
-
6
"
3'
-
0
"
2'
-
0
"
1'
-
0
1
/
8
"
0'
-
1
1
/
2
"
3'
-
0
"
1 1
/
2
"
.
0' -
3
"
0' -
1
1
/
2
"
0' -
3
"
0' -
1
1
/
2
"
0
'
-
3
"
E
.
Q
E
.
Q
0
'
-
1
1
/
2
"
1/2" SQ BAR PICKETS
AT 4" OC MAX
1 - 1/2" STEEL GUARDRAIL
ASSEMBLY
5/8" BENT STEEL
ROD SUPPORT
1-1/2" STEEL
HANDRAIL ASSEMBLY
STEEL STAIR
ASSEMBLY SEE
STRUCTURAL
CONTINUOUS 16GA SHEET METAL
BLOCKING SECURED TO STUDS
AT FRAMED WALL ASSEMLIES
INTERMEDIATE HANDRAIL WALL
BRACKETS MAXIMUM SPACING
4'-0" O.C.
1-1/2" Ø STEEL
HANDRAIL
RETURN EACH END OF
HANDRAIL TO WALL
PER DETAIL 4/A6.7
TERMINATE BLOCKING
AT A STUD
STEEL DECK LANDING
SEE STRUCTURAL
STEEL CHANNEL HEADER
SEE STRUCTURAL
STEEL STAIR ASSEMBLY
SEE STRUCTURAL
1/2" SQ. BAR PICKETS
AT 4" OC MAX
1/2" SQ BAR PICKETS
AT 4" OC MAX
1 - 1/2" STEEL
GUARDRAIL ASSEMBLY
5/8" BENT STEEL
ROD SUPPORT
1-1/2" STEEL
HANDRAIL ASSEMBLY
STEEL STAIR
ASSEMBLY SEE
STRUCTURAL
STEEL STAIR
ASSEMBLY SEE
STRUCTURAL
1-1/2" STEEL HANDRAIL
ASSEMBLY
5/8" BENT STEEL
ROD SUPPORT
1/2" SQ BAR PICKETS
AT 4" OC MAX
STEEL STAIR
ASSEMBLY SEE
STRUCTURAL
STEEL DECK
LANDING SEE
STRUCTURAL
STEEL CHANNEL HEADER
SEE STRUCTURAL
1 - 1/2" STEEL
GUARDRAIL ASSEMBLY
1" = 1'-0"
SCALETYPICAL WALL MOUNTED HANDRAIL 2
1" = 1'-0"
SCALETYPICAL STAIR AT SLAB 11" = 1'-0"
SCALETYPICAL STAIR AT LANDING 3
1" = 1'-0"
SCALETYPICAL STAIR WITH GUARDRAIL 4
1" = 1'-0"
SCALETYPICAL STAIR AT INTERMEDIATE LANDING 5
3" = 1'-0"
SCALETYPICAL STAIR TREAD AND RISER DETAIL 6
0' - 1"
PER PLAN
PE
R
P
L
A
N
12GA STEEL
PLATE RISER
STEEL CHECKER
PLATE TREADS TYP.
STEEL STRINGER
SEE STRUCTURAL
TREAD SUPPORT
SEE STRUCTURAL
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
3
A
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
6
A
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
2
P
M
REFER TO SHEET A2.1 FOR
WALL TYPES AND RELATED
NOTES.
REFER TO SHEET A7.1 FOR
DOOR TYPES AND RELATED
NOTES.
ALL DOOR AND WINDOW
DIMENSIONS ARE TO
CENTERLINE OF ROUGH
OPENING.
ALL EXTERIOR METAL
FABRICATIONS EXPOSED TO
WEATHER SHALL BE
GALVANIZED.
REFER TO U-HAUL
INTERNATIONAL FOR MATERIAL
AND INSTALL REQUIREMENTS.
SEE UHI FACILITY IMAGING AND
DIRECTIONAL SIGNAGE IMAGING
BOOK FOR ADDITIONAL
INFORMATION/ REQUIREMENTS,
AND FINAL COLOR SELECTION
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER- NO
SUBSTITUTIONS
KZ
BG/DZ
STAIR DETAILS
AND SECTIONS
A6.6
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
1
1
40 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
3" = 1'-0"
SCALEHANDRAIL CLR DIMS 1
FACE OF STRINGER
0' - 0 3/4"0' - 3"
3
A6.7
0' - 11"
0' - 5 1/4"
EQ EQ
FACE OF WALL
1
A6.7
0' - 10 1/4"
0' - 8"
0' - 5" 0' - 3" 0' - 2 1/4"
0' - 1 1/2"0' - 1 1/2"
1
A6.7
0'
-
1
1
/
2
"
0'
-
6
"
0'
-
3
3
/
1
6
"
0'
-
5
"
0'
-
0
3
/
4
"
0'
-
1
1
/
2
"
0'
-
1
0
"
0'
-
1
1
1
/
2
"
1'
-
2
1
/
2
"
0'
-
0
3
/
4
"
0'
-
1
1
/
2
"
0'
-
1
1
"
0'
-
1
1
"
1.STAIRS SHALL FOLLOW THE NATIONAL ARCHITECTURAL ASSOCIATION OF METAL
MANUFACTURERS (NAAMM) METAL STAIRS MANUEL FOR STRAIGHT STAIRS .
2.SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS. SERVICE CLASS FOR ALL STAIRS,
HANDRAILS, GUARDRAILS, LADDERS, AND INTERMEDIATE RAILING
3.CONTRACTOR SHALL PERFORM A SITE VISIT REQUIRED TO CONFIRM FINAL LOCATIONS
AND SIZES OF MATERIALS. NOTIFY OWNER OF ANY DISCREPANCIES.
4.SHOP DRAWINGS SHALL BE PROVIDED AND APPROVED IN WRITING PRIOR TO ANY
FABRICATION.
5.EXTERIOR STAIRS TO BE GALVANIZED AND INTERIOR STAIR PAINTED STEEL STAIRS
SEE FINISH SCHEDULE.
6.SEE SHEETS A6.4 TO A6.5 FOR ADDITIONAL INFORMATION.
1-1/2" STEEL
HANDRAIL ASSEMBLY
5/8" BENT STEEL
ROD SUPPORT
INTERMEDIATE
GUARDRAIL
1-1/2 STEEL GUARDRAIL
ASSEMBLY
5/8" BENT STEEL
ROD SUPPORT
1-1/2 STEEL HANDRAIL
ASSEMBLY
RETURN HANDRAIL
TO GUARDRAIL
5/8" BENT STEEL
ROD SUPPORT
EDGE OF
STAIR TREAD 1-1/2 STEEL
HANDRAIL ASSEMBLY
1-1/2 STEEL
GUARDRAIL ASSEMBLY
1-1/2 STEEL
GUARDRAIL ASSEMBLY
EDGE OF
STAIR TREAD
HSS STEEL COLUMN
TERMINATES AT
STRINGER BELOW
5/8" BENT STEEL
ROD SUPPORT
1-1/2 STEEL
HANDRAIL ASSEMBLY
3" = 1'-0"
SCALEHANDRAIL AT HSS COL 2
3" = 1'-0"
SCALEHANDRAIL AT WALL 31 1/2" = 1'-0"
SCALESTAIR DETAIL 7
1 1/2" = 1'-0"
SCALESTAIR DETAIL 6
1 1/2" = 1'-0"
SCALESTAIR DETAIL 5
1 1/2" = 1'-0"
SCALEHANDRAIL DETAIL 4 TYPICAL STAIR NOTES
0' - 1 11/32"
WELDED CONNECTION
WELDED CONNECTION
1-1/2" STEEL HANDRAIL
WELDED CONNECTION
WELDED CONNECTION
0' - 1 11/32"
HSS STEEL COLUMNS
1-1/2" STEEL HANDRAIL
0' - 1 3/4"
MIN.FACE OF WALL
0' - 0 1/4"
0'
-
1
1
/
2
"
MI
N
0'
-
1
1
5
/
3
2
"
0'
-
1
1
5
/
3
2
"
0'
-
4
"
0'
-
4
"
1-1/2 STEEL
GUARDRAIL POST
1-1/2 STEEL
HANDRAIL
5/8" BENT STEEL
ROD SUPPORT
5/8" BENT STEEL
ROD SUPPORT
STEEL OR IRON ADA
WALL BRACKET (WAGNER
#3419 OR EGUAL) FINISH
TO MATCH HANDRAIL
FASTENER - BOLT WITH
SLEEVE ANCHOR AT TILT
PANEL OR MASONRY BOLD
WITH BUTTERFLY ANCHOR AT
STUD WALL ASSEMBLY. SEE
STAIR SECTION FOR
BLOCKING INFORMATION
TYPICAL HANDRAIL
RETURN
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
3
A
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
6
A
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
2
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
2
P
M
REFER TO SHEET A2.1 FOR
WALL TYPES AND RELATED
NOTES.
REFER TO SHEET A7.1 FOR
DOOR TYPES AND RELATED
NOTES.
ALL DOOR AND WINDOW
DIMENSIONS ARE TO
CENTERLINE OF ROUGH
OPENING.
ALL EXTERIOR METAL
FABRICATIONS EXPOSED TO
WEATHER SHALL BE
GALVANIZED.
REFER TO U-HAUL
INTERNATIONAL FOR MATERIAL
AND INSTALL REQUIREMENTS.
SEE UHI FACILITY IMAGING AND
DIRECTIONAL SIGNAGE IMAGING
BOOK FOR ADDITIONAL
INFORMATION/ REQUIREMENTS,
AND FINAL COLOR SELECTION
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER- NO
SUBSTITUTIONS
KZ
BG/DZ
STAIR DETAILS
A6.7
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
14 15
PIT LADDER
14 15
PIT LADDER
4
A6.5
4
A6.5
NOTE: COORDINATE ELEVATOR JACK, SUMP PIT, PIT LADDER, ETC WITH ELEVATOR MANUFACTURER
14 15
DETAIL NOTES:
ROOFING ASSEMBLY
1' - 4"
PANEL
(5000 LB CAB)
PANEL
CABLES WIRES TO BE INSTATED
B.O. PIT
PANEL
CL
E
A
R
O
V
E
R
H
E
A
D
12
'
-
9
"
M
A
X
3'
-
0
"
9'
-
1
"
M
A
X
.
3'
-
8
"
1'
-
1
0
"
1'
-
1
0
"
4
'
-
3
"
6'
-
1
1
"
4'
-
0
"
FI
N
I
S
H
E
D
O
P
E
N
I
N
G
8'
-
0
"
FI
N
I
S
H
E
D
O
P
E
N
I
N
G
8'
-
0
"
FI
N
I
S
H
E
D
O
P
E
N
I
N
G
8'
-
0
"
BU
F
F
E
R
BU
F
F
E
R
7,500 POUND RATED HYDRAULIC PASSENGER/SERVICE ELEVATOR IN
CONFORMANCE WITH IBC ARTICLES 3001.2 REFERENCED STANDARDS AND 3001.3
ACCESSIBILITY.
FABRICATED AND INSTALLED BY U-HAUL APPROVED ELEVATOR MANUFACTURER
CUSTOM CONFIGURED PER OWNER SPECIFICATIONS.
PLATFORM: 8'-4" x 9'-4"
CAB HEIGHT: 8'-6" MAX
DOORS: 5'-0" x 7'-0"; MINIMUM 18 GAUGE METAL; FLUSH PANEL DESIGN; 2-SPEED;
SIDE SLIDE; RIGHT OR LEFT OPEN; BAKED ENAMEL FINISH, BLACK HOISTWAY DOOR
AND FRAME ASSEMBLY TO BE MINIMUM 1 HOUR FIRE RESISTANCE RATED, TESTED
PER NFPA-252; INSTALLED IN ACCORDANCE WITH NFPA-80; IDENTIFIED BY
LABELING IN ACCORDANCE WITH IBC ARTICLE 715.4.6
DOOR FRAME: 14 GAUGE HOLLOW METAL; FIRE RESISTANCE RATED AS A
COMPONENT OF AN OPENING PROTECTIVE ASSEMBLY.
CAB INTERIOR: 3/16" CHECKERED PLATE ALUMINUM FLOORING ON TOP OF PLAIN
STEEL; STEEL WALLS, BAKED ENAMEL WHITE; STEEL CAR TOP, BAKED ENAMEL
WHITE; 2 ROWS OF 2"X6" OAK RAILINGS ON THREE SIDES, CENTERLINES AT 9" AND
38" ABOVE FINISHED FLOOR; 2 4-LAMP FLUORESCENT FIXTURES; ADA COMPLIANT
HANDS-FREE TELEPHONE; ADDITIONAL WIRING FOR OWNER VIDEO EQUIPMENT
AND ACCESS READERS; ACCESS HATCH POSITIONED IN CENTER/REAR OF CAB
CEILING EQUIPMENT: SUBSTITUTE BIODEGRADABLE HYDRAULIC FLUID FOR
STANDARD HYDRAULIC FLUID
4.10. 2
AUTOMATIC OPERATION -ELEVATOR OPERATION SHALL BE AUTOMATIC -EACH CAR
SHALL HAVE A SELF-LEVELING FEATURE THAT WILL AUTOMATICALLY BRING THE
CAR TO FLOOR LANDING WITHIN A TOLERANCE OF 1/2" (13mm) UNDER RATED
LOADING AND ZERO LOADING CONDITIONS. THIS SELF-LEVELING FEATURE SHALL
BE AUTOMATIC AND INDEPENDENT OF THE OPERATING DEVICE AND SHALL
CORRECT FOR UNDER TRAVEL AND OVER TRAVEL .
4.10. 3
HALL CALL BUTTONS -SHALL BE CENTERED AT 42" (1067mm) ABOVE FLOOR:
SHALL HAVE VISUAL SIGNALS TO INDICATE WHEN CALL IS REGISTERED AND
ANSWERED. -MINIMUM SIZE: 3/4" (19mm) IN SMALLEST DIMENSION. "UP" BUTTON
SHALL BE ABOVE "DOWN" BUTTON. -BUTTONS SHALL BE RAISED OR FLUSH.
-OBJECTS MOUNTED BENEATH BUTTONS SHALL NOT PROJECT MORE THAN 4"
(102mm) FROM THE WALL.
4.10. 4
HALL LANTERNS AND CAR RIDING LANTERNS -A VISIBLE AND AUDIBLE SIGNAL
SHALL BE PROVIDED AT EACH HOISTWAY ENTRANCE TO INDICATE WHICH CAR IS
ANSWERING A CALL. -AUDIBLE SIGNALS SHALL SOUND ONCE FOR UP, TWICE FOR
DOWN, OR SHALL HAVE VERBAL ANNUNCIATORS THAT SAY "UP" OR "DOWN".
-VISIBLE FIXTURES SHALL BE MOUNTED WITH CENTERLINE AT LEAST 72" (1829mm)
ABOVE THE LOBBY FLOOR. -VISUAL ELEMENTS SHALL BE AT LEAST 2 1/2" (64mm)
IN THE SMALLEST DIMENSION. -SIGNALS SHALL BE VISIBLE FROM THE VICINITY
OF THE HALL CALL BUTTON -IN-CAR LANTERNS CONFORMING WITH THE ABOVE
REQUIREMENTS SHALL BE ACCEPTABLE.
4.10. 5
CHARACTERS ON HOISTWAY ENTRANCES -ALL ELEVATOR HOISTWAY ENTRANCES
SHALL HAVE RAISED AND BRAILLE FLOOR DESIGNATIONS PROVIDED ON BOTH
JAMBS. -CHARACTERS SHALL BE CENTERED 60" (1524mm) ABOVE FINISH FLOOR.
-CHARACTERS SHALL BE 2" (51mm) HIGH, RAISED 1/32" (0 8mm), UPPER CASE,
SANS SERIF OR SIMPLE SERIF TYPE, AND SHALL BE ACCOMPANIED BY GRADE 2
BRAILLE.
4.10. 6
DOOR PROTECTIVE AND REOPENING DEVICE -ELEVATOR DOORS SHALL OPEN
AND CLOSE AUTOMATICALLY. -DOORS SHALL HAVE A REOPENING DEVICE THAT
WILL STOP AND REOPEN A CAR DOOR IF THE DOOR BECOMES OBSTRUCTED BY
AN OBJECT OR PERSON. -THE DEVICE SHALL BE CAPABLE OF COMPLETING
THESE OPERATIONS WITHOUT REQUIRING CONTACT FOR AN OBSTRUCTION
PASSING THROUGH THE OPENING AT HEIGHTS OF 5" (127mm) AND 29" (737mm)
ABOVE FINISH FLOOR. -DOOR REOPENING DEVICE SHALL REMAIN EFFECTIVE FOR
AT LEAST 20 SECONDS. AFTER SUCH INTERVAL, DOORS MAY CLOSE IN
ACCORDANCE WITH ASME A171.1-1990. -IF SAFETY DOOR EDGES ARE PROVIDED
IN EXISTING AUTOMATIC ELEVATORS, AUTOMATIC DOOR REOPENING DEVICES
MAY BE OMITTED.
4.10. 7,8
DOOR AND SIGNAL TIMING FOR HALL CALLS AND CAR CALLS -THE MINIMUM
ACCEPTABLE TIME FROM NOTIFICATION THAT A CAR IS ANSWERING A CALL UNTIL
DOORS BEGIN TO CLOSE SHALL BE CALCULATED AS FOLLOWS: T=D/(1.5ft/s) OR
T=D/(445mm/s) T=TIME IN SECONDS D=DISTANCE FROM POINT 60" (1524mm)
DIRECTLY IN FRONT OF FARTHEST CALL BUTTON TO CENTERLINE OF HOISTWAY
DOOR. -THE MINIMUM ACCEPTABLE NOTIFICATION TIME SHALL BE FIVE SECONDS
FOR HALL CALLS. -THE MINIMUM TIME FOR ELEVATOR DOORS TO REMAIN FULLY
OPEN IN RESPONSE TO A CAR SHALL BE THREE SECONDS.
4.10. 9
FLOOR PLAN OF ELEVATOR CARS -SHALL PROVIDE SPACE FOR WHEELCHAIR
USERS TO ENTER THE CAR, MANEUVER WITHIN REACH OF CONTROLS, AND EXIT
THE CAR. -DOORS SHALL PROVIDE 36" (914mm) CLEAR MINIMUM. -CAB DEPTH: 51"
(1295mm) MINIMUM, WITH 54" (1372mm) MINIMUM FROM REAR OF CAB TO INSIDE
FACE OF DOOR. -CAB WIDTH: SIDE OPENING DOOR- 68" (1727mm) MINIMUM:
CENTER OPENING DOOR- 80" (2032mm) MINIMUM. -CLEARANCE BETWEEN CAR
PLATFORM SILL AND EDGE OF HOISTWAY LANDING SHALL BE 1 1/4" (32mm)
MAXIMUM.
4.10. 10
FLOOR SURFACES -SHALL BE FIRM, STABLE, AND SLIP RESISTANT -IF CARPET IS
USED, IT SHALL HAVE THE FOLLOWING FEATURES: SHALL BE SECURELY
ATTACHED A FIRM CUSHION, PAD, OR BACKING (OR NONE). A LEVEL LOOP,
TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE.
MAXIMUM PILE THICKNESS: 1/2" (13MM) EXPOSED EDGES FASTENED TO FLOOR
SURFACES WITH CARPET EDGE TRIM
4.10. 11
ILLUMINATION LEVELS ILLUMINATION LEVEL AT CONTROLS, PLATFORM,
THRESHOLD AND LANDING SHALL BE MINIMUM 5 FOOTCANDLES
4.10. 12,13
CAR CONTROLS AND CAR POSITION INDICATORS
BUTTONS
-SIZE: 3/4" (19mm) MINIMUM IN LEAST DIMENSION.
-BUTTONS SHALL BE RAISED OR FLUSH.
CONTROL INDICATORS
-ALL CONTROL BUTTONS SHALL BE DESIGNATED BY BRAILLE AND BY RAISED
STANDARD ALPHABET CHARACTERS FOR LETTERS, ARABIC SYMBOLS FOR
NUMERALS, OR STANDARD SYMBOLS AS REQUIRED IN ASME A171 1-1990.
-CHARACTERS SHALL BE 5/8" (16mm) TO 2" (51mm) HIGH, RAISED 1/32" (0 8mm),
UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE, AND SHALL BE
ACCOMPANIED BY GRADE 2 BRAILLE.
-ALL RAISED DESIGNATIONS SHALL BE IMMEDIATELY LEFT OF THE BUTTON TO
WHICH THEY APPLY.
-FLOOR BUTTONS SHALL BE PROVIDED WITH VISUAL SIGNALS WHICH LIGHT
WHEN EACH CALL IS REGISTERED AND EXTINGUISH WHEN EACH CALL IS
ANSWERED.
HEIGHT
-ALL FLOOR BUTTONS SHALL BE MAXIMUM 54" (1372mm) ABOVE FLOOR WHERE
SIDE APPROACH IS PROVIDED, 48" (1219mm) MAXIMUM WHERE FORWARD
APPROACH IS REQUIRED.
-EMERGENCY CONTROLS, INCLUDING ALARM AND STOP, SHALL BE GROUPED
AT BOTTOM OF PANEL, WITH CENTERLINES 35" (889mm) MINIMUM ABOVE
FLOOR.
LOCATION
-CONTROLS SHALL BE LOCATED ON A FRONT WALL IF CARS HAVE CENTER
OPENING DOORS, AND AT EITHER A SIDE WALL OR THE FRONT WALL IF CARS
HAVE SIDE OPENING DOORS.
CAR POSITION INDICATORS
-A VISUAL CAR POSITION INDICATOR SHALL BE PROVIDED ABOVE THE CAR
CONTROL PANEL OR ABOVE THE DOOR.
-AS THE CAR PASSES OR STOPS AT A FLOOR, THE CORRESPONDING NUMBERS
SHALL ILLUMINATE AND AN AUDIBLE SIGNAL SHALL SOUND.
-NUMERALS SHALL BE A MINIMUM 1/2" (13mm) HIGH.
-AUDIBLE SIGNAL SHALL BE NO LESS THAN 20 DECIBELS WITH FREQUENCY NO
HIGHER THAN 1500 Hz.
-AN AUTOMATIC VERBAL ANNOUNCEMENT OF THE FLOOR NUMBER MAY BE
SUBSTITUTED FOR THE AUDIBLE SIGNAL.
4.10. 14
EMERGENCY COMMUNICATIONS
-IF PROVIDED, EMERGENCY TWO-WAY COMMUNICATION SYSTEMS BETWEEN
THE ELEVATOR AND A POINT OUTSIDE THE HOISTWAY SHALL COMPLY WITH
ASME A 171.1.
-HIGHEST OPERABLE PART OF SYSTEM SHALL BE MAXIMUM 48" (1219mm) FROM
FLOOR.
-SYSTEM SHALL BE IDENTIFIED BY RAISED SYMBOL AND LETTERING LOCATED
ADJACENT TO THE DEVICE CHARACTERS SHALL BE 5/8" (16mm) TO 2" (51mm)
HIGH, RAISED 1/32" (0.8mm), UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE,
AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE.
-IF SYSTEM USES HANDSET, MINIMUM CORD LENGTH SHALL BE 29" (737mm).
-IF LOCATED IN A CLOSED COMPARTMENT, DOOR SHALL BE OPERABLE WITH
ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF
THE WRIST, AND SHALL REQUIRE A MAXIMUM FORCE OF 5Ibs.
-THE EMERGENCY COMMUNICATION SYSTEM SHALL NOT REQUIRE VOICE
COMMUNICATION (VOICE-ONLY SYSTEM IS INACCESSIBLE TO PERSONS WITH
SPEECH OR HEARING IMPAIRMENTS. )
(7500 LB CAB)
ELEVATOR OPTIONS FOR RIGHT OR LEFT CAB.
ELEVATOR TRAVEL CABLES / WIRES
2-RG-59 BRAIDED FOR VIDEO , 2-CAMERA POWER (2-18AWG STRANDED).
12-18 AWG STRANDED WIRES FOR ACCESS READER.
PHONE IN CAB &LINE TO MECH ROOM. CABLES TO CAMERA LOCATION NEED TO BE PUNCHED
THROUGH CORRECT CORNER OF CAB (7500 LB) IN CENTER FOR (5000 LB)
CABLES FOR ACCESS READER INSIDE MAIN PANEL NEED TO BE LABELED. (FUTURE USE)
HANDS FREE PHONE WITH VOICE OPTION
PROGRAM ELEVATOR PHONE # TO: 1-800-238-4364
SUMP PIT
ELEVATOR
JACK
B.O. ROOF
T.O. PURLINS
SEE ELEV.
FIN. FLOOR
3RD FLOOR
SEE ELEV.
FIN. FLOOR
2ND FLOOR
SEE ELEV.
FIN. FLOOR
1ST FLOOR
SEAL TOP OF HOISTWAY WITH
CONTINUOUS 1-HOUR
FIRE-RESISTANCE RATED JOINT
SYSTEM TESTED IN ACCORDANCE
WITH ASTM E1966 OR UL 2079
HOIST BEAM BY
CONTRACTOR
ELEVATOR
ASSEMBLY
MI
N
I
M
U
M
RE
F
U
G
E
SP
A
C
E
OV
E
R
T
R
A
V
E
L
W
I
T
H
7
'
-
1
1
"
TO
P
O
F
C
A
B
I
N
F
U
L
L
T
O
P
OV
E
R
A
L
L
C
A
B
H
E
I
G
H
T
WALL TYPE PER
PLANS ON
SHEET A2.1
WATERPROOF
ELEVATOR PIT,
SEE SPECS.
6
A8.9
SIM 6
A8.9
SIM
6
A8.9
SIM
6
A8.9
SIM
6
A8.9
SIM
1/2" = 1'-0"
SCALEENLARGED ELEVATOR PLAN- PIT 11/2" = 1'-0"
SCALEELEVATOR PLAN - 2ND AND 3RD FLOORS 3
3/16" = 1'-0"
SCALEELEVATOR SECTION 4 1/2" = 1'-0"
SCALEENLARGED ELEVATOR PLAN- FIRST FLOOR 2 MINIMUM ELEVATOR SECURITY REQUIREMENTS ELEVATOR ADA COMPLIANCE
GENERAL SPECIFICATIONS
ELEVATOR ADA COMPLIANCE CONTINUED
14
PIT LADDER
4
A6.8
15
11
'
-
4
"
12
8
ELEV/EQUIP RM
128
6'
-
5
"
3'
-
7
"
11
'
-
4
"
11
'
-
4
"
11'-8"
1'-8"
11'-8"
1'-8"
G
G G
G
G
G
G
H H
H1
G
10'-0"1'-8"
9'-3"
11'-8"
9"
8'
-
8
116
"
3'
-
7
"
10
'
-
0
"
6'
-
5
"
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
4
P
M
REFER TO SHEET A2.1 FOR
WALL TYPES AND RELATED
NOTES.
REFER TO SHEET A7.0 FOR
DOOR TYPES AND RELATED
NOTES.
REFER TO SHEET A7.2 FOR
WINDOW TYPES,FINISH
SCHEDULE AND RELATED
NOTES.
ALL DOOR AND WINDOW
DIMENSIONS ARE TO CENTER
LINE OF ROUGH OPENING.
REFER TO U-HAUL
INTERNATIONAL STANDARD
SPECIFICATIONS FOR MATERIAL
AND INSTALL REQUIREMENTS.
SEE UHI FACILITY IMAGING AND
DIRECTIONAL SIGNAGE IMAGING
BOOK FOR ADDITIONAL
INFORMATION/ REQUIREMENTS,
AND FINAL COLOR SELECTION.
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER- NO
SUBSTITUTIONS
BG
DZ
ENLARGED ELEVATOR
PLANS AND DETAILS
A6.8
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
1/4" = 1'-0"
SCALELOADING DOCK ELEVATION 2
1/4" = 1'-0"
SCALELOADING DOCK PLAN 1
01
10 11 12 13 14 15 16 17 18
1' - 0 1/2"
9' - 0"12' - 0"12' - 0"
56' - 0"
9' - 0"9' - 0"9' - 0"5' - 0"9' - 11 1/2"0' - 6"
02
03
04
05
06
07
08
09
10
A6.11
2
CUSTOMER LOADING AREA
WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL
NOT USED
NOT USED
DOWNSPOUT
CONCRETE TILT PANEL, LIGHT BROOM FINISH AT
EXTERIOR SIDE, 3/4" CHAMFER AT EXTERIOR EDGES
CANOPY FRAMING - BY CONTRACTOR
EXPANSION JOINT - SEE STRUCTURAL DRAWINGS
FOR LOCATIONS
LINE OF CANOPY ABOVE
01 O TYP. O 01
1:48 MAXIMUM SLOPE IN ALL
DIRECTIONS AT ACCESSIBLE
PARKING SPACE AND ACCESS
AISLE
11 PRECAST CONCRETE CURB STOP
12 CART RAIL IMBED PLATE
13 SIDE-HINGED HM DOOR - SEE DOOR SCHEDULE
14 AUTO SLIDING DOOR - SEE DOOR SCHEDULE
15 SECTIONAL OVERHEAD DOOR - SEE DOOR SCHEDULE
4" STRIPING - PROVIDE CONTINUOUS 4" STRIP AT PERIMETER OF CUSTOMER
LOADING AREA SLAB FOR PARKING STALL, SEE PLAN OR CIVIL PLANS
WHERE PROVIDED
O 01
KEYNOTES
3' - 6 5/8"
TYP. 11
01 O TYP.
FACE OF DOCK
FACE OF CANOPY ABOVE 10
0' - 0 1/2"
A
E
M
O
NATURAL GRAY CONCRETE
COLOR: PRE - FINISHED "U-HAUL GREEN"
COLOR: SHERWIN-WILLIAMS "TRAFFIC YELLOW"
COLOR: SHERWIN-WILLIAMS "CHROME YELLOW"
12 M TYP.
TYP. 11 02 O 01
TYP E
A
UP
7' - 0"3' - 0"2' - 10"6' - 5 1/2"0' - 6 1/2"
2
A6.12
18 17 16 15 14 13 12 11 10
0' - 6"
06 09 TYP 06 E TYP
STL. CLEVIS
ASSEMBLY TYP.
08 E
B.O. CANOPY
14' - 0"
2nd FLOOR F.F.E.
06
TYP.
15
TYP. 09
T T T T T
T 07
A
13
T
1st FLOOR F.F.E.
11 TYP.
T
06 TYP.
SEE ELEVATION
14
SEE ELEVATION
04
8'
-
0
"
2'
-
0
"
10
'
-
0
"
33
'
-
0
"
5'
-
0
"
15
'
-
0
"
SL
O
P
E
1:
4
8
AT
F
A
C
E
O
F
B
U
I
L
D
I
N
G
14
'
-
0
"
C
L
E
A
R
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
ENLARGED
LOAD/UNLOAD PLAN
AND ELEVATION
A6.11
REFER TO SHEET A2.1 FOR
WALL TYPES AND RELATED
NOTES.
REFER TO SHEET A7.0 FOR
DOOR TYPES AND RELATED
NOTES.
REFER TO SHEET A7.2 FOR
WINDOW TYPES,FINISH
SCHEDULE AND RELATED
NOTES.
ALL DOOR AND WINDOW
DIMENSIONS ARE TO CENTER
LINE OF ROUGH OPENING.
REFER TO U-HAUL
INTERNATIONAL STANDARD
SPECIFICATIONS FOR MATERIAL
AND INSTALL REQUIREMENTS.
SEE UHI FACILITY IMAGING AND
DIRECTIONAL SIGNAGE IMAGING
BOOK FOR ADDITIONAL
INFORMATION/ REQUIREMENTS,
AND FINAL COLOR SELECTION
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER- NO
SUBSTITUTIONS
40 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
F/FLOOR ELEV
AS PER PLANS
KEYNOTES
A
E
NATURAL GRAY CONCRETE
COLOR: PRE - FINISHED "U-HAUL GREEN"
FOR REINFORCEMENT
SEE STRUCTURAL
CONC SLAB AS PER PLANS
AND DETAILS
01 CUSTOMER LOADING AREA
02 BUTLER VSR II ROOF
03 BUTLER MODULEZE II FASCIA PANEL, 24GA
04 BUTLER BOX GUTTER
05 DOWNSPOUT
CONCRETE TILT PANEL, LIGHT BROOM FINISH AT EXTERIOR
SIDE, 3/4" CHAMFER AT EXTERIOR EDGES
07 PRECAST CONCRETE CURB STOP
08 WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL
09 CANOPY FRAMING - SEE STRUCTURAL
10 CANOPY LIGHTING - SEE ELECTRICAL
06
1/4"x4x0'4" STEEL EMBED
PL. ASSEMBLY. MAXIMUM
PM. SPACING 32" O.C. (SEE
STRUCTURAL)
1 1/2" = 1'-0"
SCALECART RAIL IMBED PLATE AT GRADE LEVEL DOCK 1
1/2" = 1'-0"
SCALEWALL SECTION AT GRADE 2
COLOR LEGEND
A
A8.4
5
3rd FLOOR F.F.E.
A8.6
5 SIM.
SEE ELEVATION
sim
02 03 E
SEE LOADING DOCK ELEVATION
TOP CANOPY
04
A8.3
5
2nd FLOOR F.F.E.
05 TYP.
06 A
SEE ELEVATION
sim TYP.10 09
SEE LOADING DOCK ELEVATION
SOFFIT/ CANOPY
A8.3
10 sim
SLOPE SEE PLAN
01
1st FLOOR F.F.E.
SEE ELEVATION
07 07
A8.2
8 sim
STL. CLEVIS
ASSEMBLY TYP.
NOTE :
SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
1030 W. FRANKLIN RD
MERIDIAN, ID 83642
718078
04/15/2022
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
3
A
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
6
A
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
2
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
2
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
9
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
0
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
1
P
M
KZ
BG/DZ
ENLARGED
LOAD/UNLOAD WALL
SECTION
A6.12
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
SE
E
S
C
H
E
D
U
L
E
3'
-
4
"
SE
E
S
C
H
E
D
U
L
E
SE
E
S
C
H
E
D
U
L
E
SE
E
S
C
H
E
D
U
L
E
0'
-
1
0
"
SE
E
S
C
H
E
D
U
L
E
SE
E
S
C
H
E
D
U
L
E
SE
E
S
C
H
E
D
U
L
E
SE
E
S
C
H
E
D
U
L
E
SE
E
S
C
H
E
D
U
L
E
SE
E
S
C
H
E
D
U
L
E
3'
-
6
"
0'
-
8
"
T
T T
0' - 4"
T
T
0' - 4"
SEE SCHEDULE
SEE SCHEDULESEE
SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
SEE
SCHEDULE
SEE
SCHEDULE
SEE
SCHEDULE
DOOR TYPES
SEE SCHEDULE
T
T
T
T
T
SEE SCHEDULE
DOOR NOTES
1.ALL DOOR GLAZING SHALL BE TEMPERED SAFETY GLASS
AND PERMANENTLY IDENTIFIED BY THE MANUFACTURER
2.LOCK & LATCH SETS SHALL HAVE LEVER DEVICES FOR
USE BY THOSE WITH DISABILITIES
3.HAND ACTIVATED DOOR OPENING HARDWARE TO BE
CENTERED @ 30" TO 44" AFF & BE OPENED WITH A
SINGLE EFFORT BY LEVER TYPE HARDWARE
4.MAXIMUM EFFORT TO OPERATE SHALL NOT EXCEED 85
POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR
INTERIOR DOORS
5.THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH
UNINTERRUPTED SURFACE
6.ALL REQUIRED EXIT DOORWAYS SHALL HAVE A MINIMUM
OF 32" CLEAR OPENING WITH THE DOOR @ 90° TO THE
CLOSED POSITION
7.THE MAXIMUM HEIGHT OF THRESHOLD TO BE 1/2" MAX ,
VERTICAL CHANGE @ EDGE IS 1/4" WITH A MAXIMUM
BEVEL OF 45° IF A DOOR HAS A CLOSER, THEN THE
SWEEP
8.PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT
FROM AN OPEN POSITION OF 70°, THE DOOR WILL TAKE
AT LEAST 3 SECONDS TO MOVE TO A POINT 3" (75 MM)
FROM THE LATCH, MEASURED TO THE LEADING EDGE OF
THE DOOR
9.VERIFY ALL DOOR OPENINGS BEFORE FABRICATION
10.EXISTING EGRESS DOORS SHALL RECEIVE NEW PANIC
HARDWARE AS REQUIRED
11.ALL DOORS USED FOR EGRESS PURPOSES MUST BE
OPEN-ABLE FROM THE INSIDE WITHOUT THE USE OF
SPECIAL KNOWLEDGE OR EFFORT
TYPE 3
•GLAZED SWING DOOR
•FLUSH METAL
•18 GA. WITH RIGID POLYSTYRENE CORE
•16 GA. H M FRAME
•"T" DENOTES TEMPERED SAFETY GLASS; VISION LITE
•FACTORY PRIMED; FIELD PAINT PER SCHEDULE
TYPE 1A
•POWER SINGLE-SLIDE ENTRANCE DOOR AT STORAGE
•DURA-GLIDE 2000 SERIES BY STANLEY ACCESS TECHNOLOGIES
•WITH A NOMINAL 5'-0" OPENING
•BLACK ANODIZED ALUMINUM FRAME
•"T" DENOTES TEMPERED SAFETY GLASS
•SIGN ADJACENT TO DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED
DURING BUSINESS HOURS "
•BREAK AWAY PANEL IN ACCORDANCE WITH IBC SECTION 1008 1 4 2
•10" BOTTOM RAIL AUTO LOCKING PER SCHEDULE
•NO THRESHOLD
•SEE PLANS FOR DOOR OPENING DIRECTION PRIOR TO ORDERING
TYPE 4A
•GENERAL PURPOSE EXTERIOR DOOR
•FLUSH METAL
•18 GA. WITH RIGID POLYSTYRENE CORE
•16 GA. H.M. FRAME
•FACTORY PRIMED; FIELD PAINT PER SCHEDULE
TYPE 4
•GENERAL PURPOSE EXTERIOR DOOR
•FLUSH METAL
•18 GA. WITH RIGID POLYSTYRENE CORE
•16 GA . H.M. FRAME
•FACTORY PRIMED; FIELD PAINT PER SCHEDULE
TYPE 5
•GENERAL PURPOSE INTERIOR DOOR
•FLUSH METAL
•18 GA. WITH RIGID POLYSTYRENE CORE
•20 GA . H.M. FRAME
•FACTORY PRIMED; FIELD PAINT PER SCHEDULE
TYPE 6A / 6B
•INTERIOR STORAGE LOCKER DOOR (UH-04)
•MODEL 650 ROLL UP DOOR BY JANUS
•ALUMINUM BOTTOM BAR
•U-HAUL PUNCHED GUIDES AND HARDWARE
•PRE-FINISHED AISLE SIDE; U-HAUL ORANGE, HIGH
GLOSS
TYPE 7A
•INTERIOR STORAGE LOCKER DOOR (UH-16)
•FLUSH METAL SWING DOOR WITH DIAGONAL BRACING
•MANUFACTURED BY JANUS
•SPECIAL 18 GA. FRAME
•PRE-FINISHED HIGH GLOSS U-HAUL ORANGE AISLE SIDE
TYPE 9B
OVERHEAD DOOR
•STANDARD - MOUNT FIXED DOOR PANEL BY JANUS
•ALUMINUM BOTTOM BAR -PER- FINISHED ONE SIDE;
U-HAUL
•ORANGE , HIGH GLOSS - ZEE - TYPE MOUNTING
STRIPS / TRIM AT STANDARD -MOUNT DISPLAY
DOORS
•J- TYPE MOUNTING STRIPS / TRIM AT SURFACE
•MOUNT DISPLAY DOORS
•MOUNT TYPICAL DOOR HARDWARE AT FACE OF
DOOR PANEL
TYPE 10A
INTERIOR LOAD/UNLOAD OVERHEAD DOOR
•MANUFACTURER: CLOPAY
•MODEL: GD2LUW1 (VERIFY W RATING WITH LOCAL REQUIREMENTS)
•LOW-HEADROOM REAR MOUNTED 2" TRACK -FIELD VERIFY • FACTORY FINISH - CANYON
RIDGE ULTRA-GRAIN WALNUT
•"T" DENOTES TEMPERED SAFETY GLASS PLAIN LONG WITH SQUARE GRILLES WINDOW 3RD &
4TH SECTION FROM FINISHED FLOOR (PROVIDE IN 3RD PANEL ONLY IF HEIGHT IS 8' LESS)
•MOTORIZED, INSULATED SECTIONAL OVERHEAD DOOR
•STRUCTURAL FRAME (JAMB AND HEAD)
•FULL WEATHERSTRIP
•FOLLOWING FEATURES SHALL BE COORDINATED WITH UHI CONSTRUCTION PROJECT
MANAGER/OWNERS REPRESENTATIVE AND OVERHEAD DOOR INSTALLER:
1.MANUAL OPEN/CLOSE/STOP BUTTONS
2.ELECTRIC OPERATOR CONTROLS
3.MILLERS SAFETY EDGE 4.SAFETY BEAMS/EYES
•FOLLOWING FEATURES SHALL BE COORDINATED WITH SECURITY VENDOR PER SECURITY
LAYOUT PLAN (Q DRAWING):
1.SAFETY MOTION/TRIGGER (2) BEA IS40 MOTION LOW VOLTAGE DOOR TRIGGER
2.SECURITY ACCESS TRIGGER (WIEGAND/DOORKING) BY SECURITY
TYPE 11
•REFUSE DOOR
•INSULATED SECTIONAL OVERHEAD DOOR
•MODEL 524S; MANUFACTURED BY CLOPAY
•JAMB/WALL MOUNTED RAILS
•FACTORY PRIMED; PAINTER EXTERIOR OF
DOOR PER SCHEDULE
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T T
TYPE 10
OVERHEAD DOOR
•MANUFACTURER: CLOPAY
•MODEL: 3724W1 (VERIFY W RATING WITH LOCAL REQUIREMENTS)
•"T" DENOTES TEMPERED SAFETY GLASS FULL VIEW 3RD SECTION FROM FINISHED FLOOR.
•MOTORIZED, INSULATED SECTIONAL OVERHEAD DOOR
•U-FACTOR: 0.210
•STRUCTURAL FRAME (JAMB AND HEAD)
•VERTICAL RAILS UNLESS NOTED OTHERWISE. FIELD VERIFY
•FULL WEATHERSTRIP
•FOLLOWING FEATURES SHALL BE COORDINATED WITH UHI CONSTRUCTION PROJECT
MANAGER/OWNERS REPRESENTATIVE AND OVERHEAD DOOR INSTALLER:
1.MANUAL OPEN/CLOSE/STOP BUTTONS
2.ELECTRIC OPERATOR CONTROLS
3.MILLERS SAFETY EDGE
4.SAFETY BEAMS/EYES
5.LIFTMASTER LIGHT CURTAIN PN: LC-36A.
6.SAFETY MOTION/TRIGGER (2) BEA IS40 MOTION LOW VOLTAGE (DOOR SAFETY/TRIGGER BEAM).
•FOLLOWING FEATURES SHALL BE COORDINATED SECURITY VENDOR PER SECURITY LAYOUT PLAN (Q
DRAWING): AND SHALL BE INSTALLED AT WAREHOUSE DOORS ONLY.
1.TRIGGER NEO-DSC WIRELESS TRANEIVER W/ KEY PHOB.
SEE SCHEDULE
SE
E
S
C
H
E
D
U
L
E
TYPE 21A
•POWER SINGLE-SLIDE SURFACE MOUTNED ENTRANCE DOOR AT
STORAGE.
•DURA-GLIDE 2000 SERIES BY STANLEY ACCESS TECHNOLOGIES.
•BLACK ANODIZED ALUMINUM FRAME.
•"T" DENOTES TEMPERED SAFETY GLASS.
•SIGN ADJACENT TO DOOR STATING "THIS DOOR MUST REMAIN
UNLOCKED DURING BUSINESS HOURS."
•BREAK AWAY PANEL IN ACCORDNACE WITH IBC SECTION
1010.1.4.2.
•U-FACTOR: 0.210.
•10" BOTTOM RAIL.
•AUTO LOCKING PER SCHEDULE.
•NO THRESHOLD.
•SEE PLANS FOR DOOR OPENING DIRECTION PRIOR TO
ORDERING.
0'
-
1
0
"
SE
E
S
C
H
E
D
U
L
E
SEE SCHEDULE SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
3
A
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
6
A
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
2
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
2
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
9
P
M
ALL DOOR AND WINDOW
DIMENSIONS ARE TO CENTER
LINE OF ROUGH OPENING.
REFER TO U-HAUL
INTERNATIONAL FOR MATERIAL
AND INSTALL REQUIREMENTS.
SEE UHI FACILITY IMAGING AND
DIRECTIONAL SIGNAGE IMAGING
BOOK FOR ADDITIONAL
INFORMATION/ REQUIREMENTS,
AND FINAL COLOR SELECTION
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER- NO
SUBSTITUTIONS
KZ
BG/DZ
DOOR TYPES
A7.0
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
JAMB ANCHORS
SEALANT ON ALL EDGES DOOR AS SCHEDULED
FRAME AS SCHEDULED
SCHED.
OPENING
METAL STUDS
METAL RUNNER
METAL RUNNER
METAL CHANNELS
SCHEDULED
WALL TYPE
SC
H
E
D
U
L
E
D
WA
L
L
T
Y
P
E
SC
H
E
D
U
L
E
D
OP
E
N
I
N
G
CR CHANNEL @ 24" O.C.
ABOVE OPENINGS 6'-0"
OR LARGER
REFER TO WALL TYPE
SCHEDULE FOR MATERIAL
SEALANT ON ALL EDGES
FRAME AS SCHEDULED
DOOR AS SCHEDULED
REFER TO WALL TYPE
SCHEDULE FOR MATERIAL
12" = 1'-0"
SCALETYP INTERIOR DOOR JAMB DTL 1
3" = 1'-0"
SCALEEXTERIOR DOOR THRESHOLD 3
12" = 1'-0"
SCALETYP INTERIOR DOOR HEAD DTL 2
1/2" = 1'-0"
SCALETYPICAL INTERIOR STORAGE UNIT ELEVATION 43/4" = 1'-0"
SCALEBURGLAR BAR DETAIL 5
NOTES:
11
3
8' - 0"
3' - 0"
23B
10A
5
6B
5
5
4
5
4
11' - 0"
3' - 0"
3' - 4"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
8' - 0"
7' - 0"
METAL
HM/GLS
9' - 0"
10' - 6"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
METAL
HM
METAL
HM
HM
HM
HM
HM
4
ANODIZED BLACK
HM
STEEL
HM
ALUM
STEEL
HM
18GA
HM
HM
HM
HM
HM
L
N
D
A
N
E
G
L
M
J
E
J
_
_
_
_
_
_
_
EXTERIOR DOOR (**/***)
_
EXTERIOR DOOR (**/***)
FAIL - SAFE AUTOLOCK ; SURFACE MOUNTED
(***) TILE-EDGETHRESHOLD; ADACOMPLIANT ID SIGN "RESTROOM"
(***) TILE-EDGE THRESHOLD; ADA COMPLIANT ID SIGN "RESTROOMS"
EXTERIOR DOOR (**/***)
A) AUTOMATIC SLIDING ENTRANCE DOOR
B) SHOWROOM TO D&R BAYS
C) OFFICE/BREAKROOM DOOR
D) CUSTOMER ENTRANCE DOOR
E) RESTROOM DOOR - INTERIOR
F) STORAGE LOCKER ROLL-UP DOOR
G) STORAGE LOCKER SWING DOOR
H) SWING DOOR
I) SWING DOOR
J) EXIT STAIR DOOR
K) SECTION OVERHEAD DOOR
DOOR SCHEDULEDOOR HARDWARE GROUPS
- FULL WEATHERSTRIP
(1) 1" SINGLE CYLINDER DEAD BOLT, KEYED BOTH SIDES
(1) KEY SWITCH AND KEYED LOCK
(1) AUTOLOCK PER SCHEDULE - NO THRESHOLD
(3) HINGES
(1) LEVER HANDLE LOCK SET
(1) VP ACCESS CARD SWIPE AT D&R BAY SIDE (CARD
SWIPE & STRIKE BY SEC. DEPT)
(1) SELF CLOSER
(3) SILENCERS
(1) WALL BUMPER
(1) ALUMINUM THRESHOLD 1/2" MAX
(3) HINGES
(1) LEVER HANDLE LOCK SET (3) SILENCERS
(1) WALL BUMPER
- FULL WEATHERSTRIP
(3) HINGES
(1) LEVER HANDLE LOCK SET WITH KEY LOCK; EXTERIOR
(1) PANIC HARDWARE; INTERIOR
(1) SELF CLOSER
(1) CRASH CHAIN
(1) ALUMINUM THRESHOLD 1/2" MAX
(3) HINGES
(1) LEVER HANDLE LOCK SET
(1) SCHLAGE OCCUPANCY INDICATOR DEADBOLT
(1) ALUM. TILE EDGE/ THRESHOLD 1/2" MAX
(1) SELF CLOSER
(3) SILENCERS
(1) WALL BUMPER PER SCHEDULE
(1) STAINLESS STEEL PADLOCK SLIDE BOLT
(2) COILING SPRINGS WITH DOOR
(3) HINGES AT DOOR TYPES 7A, 7B
(2) HINGES AT DOOR TYPE 7C
(1) C-501 DOOR MOUNTED GRASPABLE LATCH
- EXTERIOR
(3) HINGES
(1) PANIC HARDWARE - INTERIOR SIDE
(1) SELF CLOSER
(3) SILENCERS
(1) ALUMINUM THRESHOLD 1/2" MAX
- INTERIOR
(3) HINGES
(1) LEVER HANDLE LOCK SET WITH KEY LOCKS
(1) SELF CLOSER
(3) SILENCERS
(1) WALL BUMPER PER SCHEDULE
- INTERIOR
(3) HINGES
(1) PANIC HARDWARE - INTERIOR
(1) LEVER HANDLE LOCK SET AT STAIR SIDE
(1) SELF CLOSER
(3) SILENCERS
- FULL WEATHERSTRIP
(1) PROVIDE POWER OPERATOR
(1) SAFETY EDGE AT BOTTOM
HARDWARE GROUPS ARE INTENDED ONLY AS A GUIDE. CONTRACTOR SHALL PREPARE A
COMPLETE HARDWARE SCHEDULE PER OWNER-PROVIDED INFORMATION AND SUBMIT
FOR REVIEW.
104C
100B
101
102
103
107
104A
104B
105
110B
110A
112
111A
121
221 321
112D
106
109
120B
120A
111B 111C
306
308
108 208
220 320
_
_
1A 8' - 6"ANODIZED BLACK ALUM A _FAIL - SAFE AUTOLOCK ; SURFACE MOUNTED
21A 8' - 6"ANODIZED BLACK ALUM A _FAIL - SAFE AUTOLOCK ; SURFACE MOUNTED
3 3' - 0"7' - 0"HM/GL HM D _EXTERIOR DOOR (**/***)
DOOR BY CLOPAY. OVERHEAD DOORS. LOW-HEADROOM REAR MOUNTED 2"
TRACK FIELD VERIFY PRIOR TO ORDERING DOOR
FACTORY PRIMED - FIELD PAINT
TO MATCH ADJACENT WALLS
FACTORY PRIMED - FIELD PAINT
TO MATCH ADJACENT WALLS
FACTORY PRIMED - FIELD PAINT
TO MATCH ADJACENT WALLS
FACTORY PRIMED - FIELD PAINT
TO MATCH ADJACENT WALLS
FACTORY PRIMED - FIELD PAINT
U-HAUL BLACK (P101)
FACTORY PRIMED - FIELD PAINT
TO MATCH ADJACENT WALLS
FACTORY FINISHED CANYON RIDGE
ULTRA GRAIN WALNUT
FACTORY FINISHED
U-HAUL ORANGE
10
FACTORY PRIMED - FIELD PAINT
TO MATCH ADJACENT WALLS
FACTORY PRIMED - FIELD PAINT
TO MATCH ADJACENT WALLS
_
_
DOOR BY CLOPAY. LOW-HEADROOM REAR MOUNTED 2" TRACK FIELD
VERIFY PRIOR TO ORDERING DOOR
FIRE DOOR PER IBC 716.5
EXTERIOR DOOR (**/***)
FIRE DOOR PER IBC 716.5
MANUAL ROLL-UP DOOR BY JANUS
FIRE DOOR PER IBC 716.5
1 HR
1 HR
1 HR
_
_
_
_
_
NSTEELFACTORY FINISH - BLACK
FACTORY PRIMED - FIELD PAINT
U-HAUL BLACK (P101)
FACTORY PRIMED - FIELD PAINT
U-HAUL BLACK (P101)
METAL
ALUM/GL
ALUM/GL
ALUM/GL
HM
12' - 0"10' - 3"
8' - 6"
11' - 3"
3' - 0"7' - 0"
11' - 3"
FACTORY PRIMED - FIELD PAINT
TO MATCH ADJACENT WALLS
FACTORY PRIMED - FIELD PAINT
TO MATCH ADJACENT WALLS
FACTORY PRIMED - FIELD PAINT
TO MATCH ADJACENT WALLS
FACTORY PRIMED - FIELD PAINT
U-HAUL BLACK (P101)
HM
HM
HM
HM
3' - 0"7' - 0"
3' - 0"7' - 0"
3' - 0"7' - 0"
3' - 0"7' - 0"
5
5
5
4
HM
HM
HM
HM
L
M
J
J
2 11' - 3"8' - 6"ALUM/GL
DOOR /
ROOM #TYPE
6A
6B
7A
9B
WIDTH HEIGHT MATERIAL
8' - 0"
3' - 4"
3' - 4"
8' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
METAL
METAL
METAL
METAL
FINISH
ANODIZED BLACK
FRAME
18GA
18GA
18GA
18GA
ALUM
GROUP RATING NOTE
G
G
H
G
A
_
_
_
_
_
MANUAL ROLL-UP DOOR BY JANUS
MANUAL ROLL-UP DOOR BY JANUS
MANUAL SWING DOOR BY JANUS
FIXED DOOR PANEL BY JANUS. DOOR APPLIED AT EXTERIOR FACADE
AT ACCESSIBLE LOCKER UNITS
FAIL - SAFE AUTOLOCK
6A
6B
7A
9A
100A
FACTORY FINISHED
U-HAUL ORANGE
FACTORY FINISHED
U-HAUL ORANGE
FACTORY FINISHED
U-HAUL ORANGE
FACTORY FINISHED
U-HAUL ORANGE
** = PROVIDE 1/2" CONDUIT INSIDE DOOR FRAMES (LATCH SIDE) FOR SECURITY DEVICES
*** =LATCH SIDE OF DOOR: CENTER LINE OF SIGN AT +60 INCHES ABOVE FINISHED FLOOR
IN ACCORDANCE WITH IBC ARTICLES 1110. 1, 2902.4
L) SWING DOOR
M) EXIT STAIR DOOR
N) SECTION OVERHEAD DOOR
- INTERIOR
(3) HINGES
(1) LEVER HANDLE LOCK SET WITH KEY LOCKS
(1) SELF CLOSER
(3) SILENCERS
(1) WALL BUMPER PER SCHEDULE
- INTERIOR
(3) HINGES
(1) PANIC HARDWARE - INTERIOR
(1) LEVER HANDLE LOCK SET AT STAIR SIDE
(1) SELF CLOSER
(3) SILENCERS
- FULL WEATHERSTRIP
(1) PROVIDE POWER OPERATOR
(1) SAFETY EDGE AT BOTTOM
INTERIOR EXTERIOR
SCHEDULED DOOR
1/
2
"
MA
X
.
FLOOR FINISH
PER SCHEDULE
TOP OF
CONCRETE SLAB
DOOR BOTTOM DRIP WITH SEAL SET IN
SEALANT. RE: HARDWARE SCHEDULE
HANDICAP COMPLIANT "PANIC" TYPE
THRESHOLD. SET IN FULL BED OF
SEALANT. APPLY SEALANT AT EACH END
SLOPE 1/8"-1/4" PER 1'-0"
(MIN. FIRST 5'-0" FROM DOOR)
RE: FOUNDATION & CIVIL DRAWINGS
TOP OF EXTERIOR WALKING
SURFACE
TOP TRIM ANGLE
BOTTOM TRIM ANGLE
OPEN
LINE OF DECK
PURLIN / HEADERS
PURLIN POST / STUD
8'
-
4
"
M
I
N
,
H
E
I
G
H
T
(
V
R
I
F
Y
S
I
T
E
S
P
E
C
I
F
I
C
C
O
N
D
T
I
O
N
S
)
7'
-
0
"
M
I
N
.
D
O
O
R
H
E
I
G
H
T
FLUSH HEADER PANEL;
COLOR: GLOSSY WHITE
FLUSH PEIR PANEL; COLOR:
GLOSSY WHITE
EXTENDED PULL DOWN ROPE WITH LOOP AT END FOR
ACCESSIBLE UNITS WITH ROLLING DOORS. ROPE TO BE MAX.
48" A.F.F. WHEN DOOR IS COMPLETELY OPEN
STAINLESS STEEL SLIDING DOOR LATCH BY " CHATEAU
PRODUCTS" OR OWNER APPROVED EQUAL
SEMI-RECESSED FIRE EXTINGUISHER
CABINET BY JANUS WITH MAXIMUM
PROJECTION OF 4"; COLOR: PS ORANGE
UNIT RULL-UP DOOR WITH VINYL BULB -TYPE
WEATHER STRIP AT BOTTOM OF DOOR. SEE
DOOR SCHEDULE FOR SIZE ; COLOR :
GLOSSY PS ORANGE.
6" MAXIMUM OPENING
0' - 0 3/16"
HALLWAY CHANNEL
TYPICAL PARTITION HALLWAY SYSTEM
2'
-
0
"
O
R
G
R
E
A
T
E
R
0'
-
1
0
"
0'
-
8
"
0'
-
8
"
0'
-
8
"
0'
-
8
"
0'
-
8
"
BURGLAR BAR HAT CHANNELS 8" ON CENTER OVER HALLWAY SYSTEM AS
SHOWN WHEN GAP SPACING TO ROOF DECK OR FLOOR IS GREATER THAN 24.
WHERE GAP IS LESS THAN 24" NO BURGLAR BAR HAT CHANNELS ARE REQUIRED
CEILING FINISH OR
BOTTOM OF
STRUCTURE ABOVE
VERTICAL UPRIGHTS OR
COLUMNS 10'-0" ON CENTER
MAXIMUM
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
3
A
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
6
A
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
2
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
2
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
9
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
0
P
M
KZ
BG/DZ
DOOR SCHEDULE
& DOOR DETAILS
A7.1
1
1
1
1
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
ABBREVIATION
ACT
CONC
FRP
GWB
GWB - WR
GWB-X
KP
UH - 01
UH - 02
UH - 05
PEG
PLY
PTD
TILE - F
TILE - W
TILT
VCB
CMU
PRE - F
MATERIAL MANUFACTURER
ACOUSTIC CEILING TILE
CONCRETE
FIBERGLASS REINFORCED PANELS
5/8" GYPSUM WALL BOARD
5/8" GYPSUM WALL BOARD; TYPE X
18 GA METAL KICK PLATE
26 GAUGE
29 GAUGE GALVANISM PLUS
18 GAUGE KICK PLATE
1/4" PEG BOARD
PAINT
FLOOR TILE
WALL TILE
CONCRETE
VINYL COVE BASE
CONCRETE MASONRY UNIT
PRE - FINISHED
ARMSTRONG
-
EMPLOY
KAISER OR EQUAL
KAISER OR EQUAL
NOTE: 3
-
MBCI
MBCI
MBCI
-
-
SHERWIN - WILLIAMS
CERAMIC TILE
CERAMIC TILE
-
ARMSTRONG
-
-
TYPE
OMNI FISSURE
-
-
STANDARD
WATER RESISTANT
HEAT/FIRE RESISTANT
GALV COIL - STOCK
" D" PANEL
" U" PANEL
-
-
-
SHER - CRYL
-
-
-
-
-
-
-
-
-
GALVANIZED
PRE - FINISHED HIGH GLOSS WHITE
GALVANIZED
GALVANIZED
PAINTED ULTRA WHITE
NATURAL
SEE COLOR LEGEND
BEIGE
BEIGE
NATURAL
BLACK
-
SEE COLOR LEGEND
COLOR
WHITE
-
WHITE
-
-
MAX ALLOWABLE
MAX ALLOWABLE
MAX ALLOWABLE
12" HIGH, 1" A.F.F.
32" W X 5/8"
36" W X 3/4"
12" HIGH
-
-
-
12" X 12"
12" X 12"
-
4" X 4' - 0"
-
-
SIZE
24" x 48"
FINISH
-
STAINED FINISH, OR NATURAL CONCRETE
WITH EXTRUDED ANODIZED ALUMINIUM TRIM
-
-
-
MOUNTED WITH RIVETS SEE SHEET A9.7
MOUNTED VERTICALLY
MOUNTED HORIZONTALLY
-
-
SHER - CRYL HIGH GLOSS FINISH
ADDITIONAL INFORMATION ON RESTROOM SHEET
LIGHT BROOM FINISH AT EXTERIOR SIDE
STANDARD TEXTURE
-
PRE-FINISHED FROM MANUFACTURER
/REMARKS
MATERIALS LEGEND
ROOM #
105
110
112 / 212 / 312
111
109
106 / 306
108 / 208 / 308
120 / 220 / 320
ROOM NAME
REFUSE
SELF STORAGE LOBBY
SELF STORAGE
STORAGE
ELEVATOR EQUIPMENT ROOM
MOP / COMM ROOM
STAIR 1
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
EXPOSED
EXPOSED
EXPOSED
EXPOSED
EXPOSED
TILE - F
EXPOSED
EXPOSED
NOTES
-
-
-
TILE - F
VCB
-
-
WALL 'A' FINISH WALL 'B' FINISH WALL 'C' FINISH WALL 'D' FINISH WAINSCOT CEILING TYPE CEILING HEIGHT NOTES ( SEE SHEET NOTES FOR ADDITIONAL INFORMATION)
EXPOSED
VARIES
VARIES
PRE - F
PTD P
PTD R
PRE - F
EXPOSED
PTD P
VARIES
VARIES
PRE - F
PTD P
PTD R
PRE - F
EXPOSED
PTD P
VARIES
VARIES
PRE - F
PTD P
PTD R
PRE - F
EXPOSED
PTD P
VARIES
VARIES
PRE - F
PTD P
PTD R
PRE - F
EXPOSED
-
-
-
-
-
TILE - W
NOTES
-
EXPOSED
EXPOSED
EXPOSED
EXPOSED
-
GWB / PTD P
-
-
-
9' - 0"
-
-
-
-
FOR ADDITIONAL INFORMATION SEE FLOOR PLAN
PROVIDE ( UH-05) KICK PLATE IN CART STORAGE AREA
-
PROVIDE ( UH-05) KICK PLATE
-
FOR ADDITIONAL INFORMATION SEE RESTROOM SHEET
FOR ADDITIONAL INFORMATION SEE RESTROOM SHEET
FOR ADDITIONAL INFORMATION SEE FLOOR PLAN
A NATURAL GRAY CONCRETE
B PAINT TO MATCH CONCRETE TILT - UP PANEL
C COLOR: PRE-FINISHED "HIGH GLOSS WHITE "
D COLOR: PRE-FINISHED "U-HAUL ORANGE "
E COLOR: PRE-FINISHED "U-HAUL GREEN "
F COLOR: PRE-FINISHED BLACK ANODIZED ALUMINUM
G COLOR: GALVANIZED FINISHED
H COLOR: RUSTOLEUM "FOREST GREEN"
J COLOR: "SIERRA SUNSET" (12" STRIPE)
K COLOR: SHERWIN - WILLIAMS "BLACK" (DOOR & FRAME)
L
M
N
O
P
Q
R
COLOR: SHERWIN - WILLIAMS " LIGHT GRAY "
COLOR: SHERWIN - WILLIAMS " MEDIUM GRAY "
COLOR: SHERWIN - WILLIAMS " CHROME YELLOW "
COLOR: SHERWIN - WILLIAMS " TRAFFIC YELLOW "
COLOR: SHERWIN - WILLIAMS " ULTRA WHITE "
COLOR: SHERWIN - WILLIAMS " ACCESSIBLE BEIGE "
COLOR: SHERWIN - WILLIAMS " PENNYWHISTLE "
FINISH SCHEDULECOLOR LEGEND
5/8" GYPSUM WALL BOARD; WATER
RESISTANT
PLYWOOD - BB GRADE 3/4" THICK WITH
3/4" ROUND
MOUNT AT 12" A.F.F TO 9'-0" A.F.F. SEE PLAN FOR
LOCATION
WALL TILE USED AS A 48" WAINSCOT, BRICK
PATTERN; SEE RESTROOM SHEET
SINGLE OCCUPANCY RESTROOM(S):
INSIDE
FLOOR
MATERIAL
FLOOR
FINISH
BASE
MATERIAL
121 / 221 / 321 STAIR 2 CONC EXPOSED EXPOSED EXPOSED EXPOSED EXPOSED ---FOR ADDITIONAL INFORMATION SEE FLOOR PLAN
100
101
SHOWROOM
OFFICE
102
104
BREAKROOM
R&D AREA
CONC STAINED PTD Q PTD Q PTD Q PTD Q EXPOSED STAIN CONCRETE FLOOR COHILLS "AGED BRONZE", PROVIDE
INSULATION , PEGBOARD PTD "P - CLASS 'C' PER TABLE 803.11
VCB
9' - 0"
9' - 0"
9' - 0"
VARIES
-CONC STAINED PTD Q PTD Q PTD Q PTD Q STAIN CONCRETE FLOOR COHILLS "AGED BRONZE", PROVIDE
INSULATION - CLASS 'C' PER TABLE 803.11VCBGWB / PTD P
CONC TILE - F TILE - W TILE-W/PTD R TILE - W GWB / PTD P 9' - 0"FOR ADDITIONAL INFORMATION SEE RESTROOM SHEETSINGLE OCCUPANCY RESTROOM(S):103 TILE-W/PTD R TILE-W/PTD R TILE-W/PTD R
-CONC STAINED PTD Q PTD Q PTD Q PTD Q STAIN CONCRETE FLOOR COHILLS "AGED BRONZE", PROVIDE
INSULATION - CLASS 'C' PER TABLE 803.11VCBGWB / PTD P
T T T
T
WINDOW SCHEDULE AND NOTES
WINDOW #DIMENSIONS/REMARKS
BOTTOM OF FRAME AT 12" ABOVE FINISH FLOOR AT
SHOWROOM. (1 FRAME TOTAL)
'T' DENOTES TEMPERED SAFETY GLASS.
BOTTOM OF FRAME AT 38" ABOVE FINISH FLOOR AT
SHOWROOM/D&R WALL (1 FRAME TOTAL)
'T' DENOTES TEMPERED SAFETY GLASS.
METAL FRAME WITH THERMAL BREAK: FIXED, PERF. SPECS.:
PRODUCT ID BASIS OF DESIGN: TRU LIGHT OR OLD CASTLE,
SHGC AND U-FACTOR PER IECC. SEE BUILDING ELEVATIONS
WINDOW NOTES:
1.ALL WINDOWS SHALL HAVE A VISIBLE LIGHT
TRANSMITTANCE (VLT) BETWEEN 84% AND 89%.
2.CONTRACTOR TO DETERMINE REQUIRED GLAZING
THICKNESS BASED ON WINDOW SIZE, ELEVATION AND
LOCAL REQUIREMENTS.
3.ALL GLAZING SHALL BE TEMPERED SAFETY GLASS WITH
NO TINT. 'T' DENOTES TEMPERED SAFETY GLASS.
4.ALL FRAMES SHALL BE 4" DEEP OR MATCH EXISTING,
CENTER-GLAZED, BLACK ANODIZED STOREFRONT
FRAME.
5.VERIFY ALL WINDOW OPENINGS BEFORE FABRICATION.
TYPE 5
-ALUMINUM STOREFRONT WINDOW WITH
FIXED GLAZING
-SEE ELEVATIONS FOR BOTTOM OF
WINDOW ELEVATION.
TYPE 4
-ALUMINUM STOREFRONT WINDOW WITH
FIXED GLAZING
-BOTTOM OF WINDOW AT 38" A.F.F.
TYPE 3 @ SHOWROOM
-ALUMINUM STOREFRONT WINDOW WITH
FIXED GLAZING
-BOTTOM OF WINDOW AT 12" A.F.F.
25'-0" (5 EQUAL PANELS)
2"2"2" TYP
2"
2"
8'
-
0
"
T.O. SLAB
MULLION (TYP.)2"2"
4'-0"
2"
4'
-
0
"
2"
3'
-
2
"
T.O. SLAB
TOP OF WINDOW TO
BE EVEN WITH TOP
OF ADJACENT DOOR
1'-0"
MIN
2"2"
16'-0" (3 EQUAL PANELS)
2"
2"
7'
-
6
"
12
"
T
T
2" (TYP.)
MULLION (TYP.)
SHOWROOM
ENTRANCE DOOR
T.O. SLAB
107 FIRE RISER ROOM CONC EXPOSED PTD P PTD P PTD P PTD P EXPOSED FOR ADDITIONAL INFORMATION SEE FLOOR PLAN
TYPE 6
-ALUMINUM STOREFRONT WINDOW WITH
FIXED GLAZING
-SEE ELEVATIONS FOR BOTTOM OF
WINDOW ELEVATION.
30'-0" (6 EQUAL PANELS)
2"2"2" TYP
2"
2"
8'
-
0
"
T.O. SLAB
MULLION (TYP.)
5
4
3
6
METAL FRAME WITH THERMAL BREAK: FIXED, PERF. SPECS.:
PRODUCT ID BASIS OF DESIGN: TRU LIGHT OR OLD CASTLE,
SHGC AND U-FACTOR PER IECC. SEE BUILDING ELEVATIONS
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
3
A
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
6
A
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
2
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
2
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
9
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
0
P
M
ALL DOOR AND WINDOW
DIMENSIONS ARE TO CENTER
LINE OF ROUGH OPENING.
REFER TO U-HAUL
INTERNATIONAL FOR MATERIAL
AND INSTALL REQUIREMENTS.
SEE UHI FACILITY IMAGING AND
DIRECTIONAL SIGNAGE IMAGING
BOOK FOR ADDITIONAL
INFORMATION/ REQUIREMENTS,
AND FINAL COLOR SELECTION
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER- NO
SUBSTITUTIONS
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
1
P
M
BG
DZ
FINISH
SCHEDULES
A7.2
2
22
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
13
2' - 7"5' - 9"
CL
36"108
208
308
TYP G
1'-9"
A8.9
8 SIM
108
208
308
K
B
K
8' - 4"
9' - 7"
2' - 6"
0' - 2"
0' - 10"
0' - 2"
EQ
A
EQ
EQ
EQ
EQ (TYP.)
2' - 0"
EQ
2
1' - 6"
4
106
306
(TYP.)
1' - 0"1' - 8"5' - 4"
R J1
3
A7.5 1
RESTROOM
106
306
J1
A
3' - 2"1' - 0"1' - 9"
L
16"-18"7"-9"18" MIN.18" MIN.11" MIN.6" MAX.
12"24"
CL
42"12"
CL
8" MIN.
10
'
-
0
"
7'
-
0
"
T.
O
.
I
N
T
E
R
C
O
M
5'
-
3
1
/
8
"
CO
N
D
U
I
T
C
.
L
.
T.
O
.
I
N
T
E
R
C
O
M
B
U
T
T
O
M
4'
-
0
"
CO
N
D
U
I
T
C
.
L
.
6'
-
2
"
1'
-
0
"
7'
-
0
"
5'
-
9
"
7'
-
7
3
/
1
6
"
1'
-
3
"
1'
-
6
"
17
"
-
1
9
"
33
"
-
3
6
"
50
"
M
A
X
4'
-
0
"
33
"
-
3
6
"
50
"
M
A
X
24
"
4'
-
0
"
0'
-
3
"
5'
-
7
"
42
"
74
"
M
I
N
.
34
"
M
A
X
.
40
"
M
A
X
7'
-
0
"
44
"
M
A
X
.
9"
M
I
N
.
27
"
M
I
N
.
34
"
M
A
X
.
4'
-
0
"
NOTES:
WATER CLOSET (TOILET):
WC-1 TANK TYPE WATER CLOSET (HANDICAP): AMERICAN
STANDARD FLOWISE ® DUAL FLUSH RIGHT-HEIGHT ELONGATED
TOILET MODEL # 2480.216. 17-3/4" RIM HEIGHT, VITREOUS CHINA,
0 8/1 6 GAL PER FLUSH HIGH EFFICIENCY TOILET (HET) WHITE IN
COLOR CHROME-PLATED TOP MOUNIED
PUSH BUTTON ACTUATOR.
LAVATORY (SINK):
L-1 WALL HUNG LAVATORY (HANDICAP): AMERICAN STANDARD
COMRADE ™ WALL HUGE LAVATORY 20"X18-1/4" VITREOUS CHINA,
REAR OVERFLOW. WHITE IN COLOR. PROVIDE S-9 WALL HANGER
BOLTED TO WALL, AMERICAN STANDARD MODEL #0124.024.
SUPPLY FITTING: DELTA® MODEL 523-HDF-DST,1.5 GAL PER
MINUTE, 4" CENTERSET LAVATORY FAUCET, WITH SINGLE LEVER
HANDLE AND METAL GRID STRAINER. 3/8" O.D. STRAIGHT,
STAGGERED PEX SUPPLY TUBES - 35" AND 36". PROVIDE OFFSET
P-TRAP FOR HANDICAP USE. AND HOT WATER PIPING WITH
TRUEBRO ® MODEL #102 E-Z, LAV GUARD 2 BELOW LAVATORY.
SOAP DISPENSER:
BOBRICK B-5090 MATRIX SERIES SOAP DISPENSER. MOUNT SO
THAT DISPENSER BUTTON IS NO MORE THAN 44" ABOVE
FINISHED FLOOR. MANUFACTURER'S RECOMMENDED
INSTALLATION HEIGHT TO TOP OF UNIT IS 50-7/8" AF.F.
ADA GRAB BARS:
BOBRICK B-6806.99 SERIES, STAINLESS STEEL, 1-1/2" DIAMETER,
CONCEALED MOUNTING, PEENED NON-SLIP FINISH, IN SIZES AND
LOCATIONS AS SHOWN ON DRAWINGS. GRAB BARS SHALL
SUPPORT AT LEAST 900 LBS (408KG). FURNISH WITH CONCEALED
ANCHORS AND ANCHOR PLATES SUITED TO GRAB BAR
LOCATION.
PAPER TOWEL DISPENSER:
BOBRICK B-52860 MATRIX SERIES SURFACE-MOUNTED
ROLL-PAPER-TOWEL DISPENSER. PROVIDE PAPER TOWEL
DISPENSER AT EACH LAVATORY LOCATION MOUNT SO PAPER
TOWEL DISPENSER AND LEVER IS NO MORE THAN 48" A.F.F.
MANUFACTURER'S RECOMMENDED INSTALLATION HEIGHT TO
TOP OF UNIT, IS 51" A.F.F.
TOILET TISSUE DISPENSER:
BOBRICK B-5288 MATRIX SERIES SURFACE-MOUNTED
MULTI-ROLL TOILET TISSUE DISPENSER . MANUFACTURER'S
RECOMMENDED INSTALLATION HEIGHT TO TOP OF UNIT IS 28"
A.F.F. TOILET SEAT COVER DISPENSER: BOBRICK B-5221
SURFACE-MOUNTED TOILET-SEAT-COVER DISPENSER. PROVIDE
4" MINIMUM CLEARANCE FROM BOTTOM OF DISPENSER TO TOP
OF ANY HORIZONTAL PROJECTION TO PROVIDE ROOM FOR
FILLING DISPENSER FROM BOTTOM. MANUFACTURER'S
RECOMMENDED INSTALLATION HEIGHT TO TOP OF UNIT IS
30"-45" A.F.F.
MIRROR:
24"X40" UNFRAMED GLASS MIRROR TO BE PURCHASED LOCALLY.
BOTTOM REFLECTIVE SURFACE TO BE MOUNTED AT 40" ABOVE
FINISHED FLOOR, MAXIMUM, PER ADA REQUIREMENT. MIRROR
SHALL BE FRAMED WITH 1"X3" WOOD MOLDING (OR ALTERNATE,
DECORATIVE PRE-ROUTED WOOD MOLDING - LIKE CHAIR RAIL),
PAINTED BLACK. PROPER BACKING MUST BE APPLIED TO THE
WALL TO ALLOW MIRROR TO MOUNT FLUSH WHEN MOUNTING
OVER UNEVEN SURFACES SUCH AS WALL TILE AND DRYWALL.
FLOOR AND WALL TILE IN RESTROOM:
1.12"X12" CERAMIC TILE, TAN/BEIGE IN COLOR ,TO RESEMBLE
TRAVERTINE. INSTALL 12"X12" WALL TILE TO 48" A.F.F. TILE
MUST BE RATED FOR LIGHT COMMERCIAL USE AND
SUITABLE FOR FLOOR AND WALL APPLICATION.
FLOOR: INSTALL TILE IN STANDARD "TILE" PATTERN
WALL: INSTALL TILE IN "BRICK" (STAGGERED) PATTERN, TO
48" ABOVE FINISHED FLOOR
TILE GROUT:
1.GROUT TO MATCH TILE AS NOTED ABOVE. POLYBLEND®
SANDED GROUT OR SIMILAR PROVIDE 1/4" GROUT WIDTH.
THRESHOLD/TRANSITION:
FOR TRANSITION FROM RESTROOM TILE TO OTHER FLOORING
SURFACE, USE 1.2 SCHLUTER® -RENO-U FOR 5/16" FLOOR TILE,
IN ALUMINUM, SATIN ANODIZED (AE) FINISH. THIS MAY BE
ORDERED THROUGH DALTILE. OR MAY PURCHASE SIMILAR
TRANSITION PIECE FROM LOCAL TILE SUPPLIER.
CHAIR RAIL:
TO FINISH TOP EDGE OF WALL TILE, INSTALL 1"X3" WOOD
SANDED SMOOTH ABOVE TILE, PAINT BLACK. USE SAME 1"X3"
WOOD TO "FRAME" OUT MIRROR, PAINT BLACK. ALTERNATELY,
CAN USE DECORATIVE, PRE-ROUTED WOOD MOLDING FOR CHAIR
RAIL AND MIRROR "FRAME".
DOOR HARDWARE:
IN ADDITION TO THE LEVER HANDLE, INSTALL OCCUPANCY
INDICATOR DEADBOLT. SCHLAGE B571-626.
EXHAUST FAN:
INSTALL "AIR KING" AS70 EXHAUST FAN IN RESTROOMS, OR
APPROVED EQUAL. 70 CFM/4.0 SONES @ 0.10" SP. CONNECT
EXHAUST FAN AND LIGHTS TO OCCUPANCY SENSOR SWITCH.
NOTE: SEAL ALL ACCESSORY FASTENER PENETRATIONS TO
PREVENT MOISTURE FROM ENTERING THE PARTITION.
STAINLESS
STEEL SHELF STAINLESS
STEEL SHELF
ACCESSIBLE TOILET/GRAB BAR
LOCATION & SHELF
ACCESSIBLE URINAL, PARTITION & SHELF STANDARD MOUNTING HEIGHT LAVATORY &
MIRROR (INSULATE ALL EXPOSED DRAIN
AND HOT WATER PIPES, TYP.)
FINISHED CEILING TO BE
PAINTED SHERWIN-WILLIAMS,
SHER-CRYL HPA GLOSS
"ULTRA WHITE" - B66W300
1"x3" WOOD TO MATCH
THAT OF CHAIR RAIL,
TO FRAME MIRROR
PAINT BLACK TO
MATCH CHAIR RAIL,
DOOR AND DOOR TRIM
SOAP DISPENSER
MOUNT SO
DISPENSING BUTTON
IS AT 48" MAX. A.F.F.
24" X 40" MIRROR
MOUNT SO THAT
BOTTOM REFLECTIVE
SURFACE IS @ 40"
A.F.F. MAX.PAPER TOWEL
DISPENSER MOUNT
SO DISPENSING
BUTTON/MECHANISM
IS AT 48" MAX. A.F.F.
1"x3" WOOD TO
MATCH THAT OF
CHAIR RAIL, TO
FRAME MIRROR
PAINT BLACK TO
MATCH CHAIR
RAIL, DOOR AND
DOOR TRIM
3RD FLOOR ROOF
ACCESS SEE
ARCHITECTURAL
ROOF DETAILS
4'-0" x 8'-0" x 3/4" PLYWOOD
PANEL 4'-0" FROM FINISH GRADE
FOR MOUNTING SECURITY
SYSTEM EQUIPMENT
48"W X 48"T F.R.P.
PANEL APPLIED
OVER WALL FINISH
CONTRACTOR TO INSTALL "MAX
V SIGN" 10"WX1'-0"H 2" FROM
SMALL RULES BOARD, 2" FROM
DIRECTORY "B" SIGN, AND 7'-0"
A.F.F. TO BOTTOM OF SIGN
MCP TO INSTALL THE "DIRECTORY
"B" SIGN" 2'-6"WX3'-0"H, 2" FROM V
SIGN, 7'-0" FROM FINISHED FLOOR
TO TOP OF SIGN MATCH THE
DIRECTORY NUMBER (LOCATED
ON THE BACK OF THE
DIRECTORY) WITH STATION
NUMBER ON THE MAX V-SIGN
CONTRACTOR TO INSTALL
"SMALL RULES BOARD" SIGN
(3'-2"WX2'-0"H) 2" FROM MAX
V-SIGN, AND 6'-2" A.F.F TO
THE TOP OF THE SIGN.
CONTRACTOR TO
INSTALL CLIMATE
CONTROLLED SIGN
WITH THERMOMETER
(1'-9")WX1'-2 1/4"H) 5"
FROM SMALL RULES
SIGN, 5'-9" A.F.F TO TOP
OF SIGN.
NOTES:
1.OWNER TO FURNISH SIGNS.
2.DIRECTORY SIGN TO INCLUDE DIRECTIONS TO ACCESSIBLE EXITS AND RESTROOMS.
3.REFER TO IMAGING BOOK PROVIDED BY AMERCO CONSTRUCTION DEPARTMENT.
"RETURN CARTS HERE"
SIGN (5'-0" W x 1'-6" H)
CENTERED LEFT TO RIGHT
ON SIDE WALL, ABOVE LEFT
SIDE CART STOP (9'-8"), 7'-0"
FROM FINISHED FLOOR TO
TOP OF THE SIGN.
KICK PLATE PROVIDE
(UH-05) KICK PLATE IN CART
STORAGE AREA 1" AF F
CART STOP 2"X12" FLAT AND
TIGHT AGAINST BASEBOARD
OF WALLS SURROUNDING
CART STORAGE AREA AND
PAINT CHROME YELLOW 1
GAL: PN 62604, 5 GAL: PN
62624 FASTEN TO FLOOR
WITH 1/2" DIA x 3 3/4" WEDGE
ANCHOR BOLTS AT 2'-0" O.C.
AND 6" FROM ENDS TYPICAL
(COUNTERSINK ANCHOR
BOLTS TO BE FLUSH WITH
TOP OF BOARD)
YELLOW CERAMIC MARKERS 4" YELLOW
CERAMIC MARKERS 1'-0" O.C. (TYP), PN: 876002
BEGIN PLACEMENT OF MARKERS 1'-0" FROM
END OF BACK CART STOP CONTINUING OUT
PERPENDICULAR TO WALL THE DEPTH OF THE
CART STORAGE AREA (Y) TO THE CORNER OF
RECTANGLE PLACE MARKERS 1'-0" O C FROM
CORNER, PARALLEL TO CART STOP, ENDING
APPROX 1'-0" O C FROM RIGHT CART STOP
MARKERS TO BE ORDERED AND SHIPPED
FROM BREWER COTE CO BY UHI
CONSTRUCTION DEPT SEE INSTALLATION
INSTRUCTIONS INSTALL MARKERS PRIOR TO
INSTALLATION OF CONCRETE FLOOR SEALER
NOTE:
REFER TO IMAGING BOOK PROVIDED BY AMERCO CONSTRUCTION DEPARTMENT
MATERIALS NEEDED:
1.2"X12" STUD - 1 AT WIDTH AND DEPTH OF CART STORAGE.
2.1/2" DIA x 3 3/4" ANCHOR BOLTS (COUNTERSINK FLUSH WITH TOP OF BOARD).
3.YELLOW CERAMIC MARKERS.
4.RETURN CARTS HERE SIGN.
3'x7' STEEL DOOR
ANDTRIM TO BE PAINTED
SHERWIN-WILLIAMS
"EGGSHELL BLACK"
MOP/
COMM RM
N. T. S.
SCALEELEVATION A 1
N. T. S.
SCALEELEVATION B 2
N. T. S.
SCALEELEVATION C 3
N. T. S.
SCALERESTROOM FIXTURES & ACCESSORIES MOUNTING HEIGHTS 4
N. T. S.
SCALEELEVATION D 5
1/2" = 1'-0"
SCALEENLARGED RESTROOM PLAN 6
1/2" = 1'-0"
SCALEENLARGED MOP/COMM ROOM 9
1/2" = 1'-0"
SCALECLIMATE CONTROL SIGNS 8
3/8" = 1'-0"
SCALECART STORAGE 7 TOILET ACCESORIES
106
306
REFER TO SHEET A2.1 FOR WALL
TYPES AND RELATED NOTES.
REFER TO SHEET A7.0 FOR
DOOR TYPES AND RELATED
NOTES.
REFER TO SHEET A7.2 FOR
WINDOW TYPES, FINISH
SCHEDULE AND RELATED
NOTES.
ALL DOOR AND WINDOW
DIMENSIONS ARE TO CENTER
LINE OF ROUGH OPENING.
REFER TO U-HAUL
INTERNATIONAL STANDARD
SPECIFICATIONS FOR MATERIAL
AND INSTALL REQUIREMENTS.
SEE UHI FACILITY IMAGING AND
DIRECTIONAL SIGNAGE IMAGING
BOOK FOR ADDITIONAL
INFORMATION/REQUIREMENTS,
AND FINAL COLOR SELECTION.
ALL SELECTIONS ARE SUBJECT
TO APPROVAL BY OWNER-NO
SUBSTITUTIONS.
KZ
BG/DZ
ENLARGED
RESTOOM PLAN AND
MOP/COMM ROOM
A7.5
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
409 S. 8TH ST, STE 201
BOISE, ID 83702
P 208-810-7745
5' - 0" WIDE AISLE
BEAM
FABRIC DUCT
5' - 0" WIDE AISLE
DUCTBELT AND BUCKLE
INTET ZIPPER
INLET ATTACHMENT DETAIL
DURATEX TYPE WITH ZIPPER AND OVERLAP
CABLE
SUSPENSION DETAIL
1 ROW HORIZONTAL CABLE SUSPENSION
5' - 0" WIDE AISLE
DURATEX FABRIC
CLIP ATTACHMENT
CABLE
TURNBUCKLE
EYEBOLT
SUSPENSION DETAIL
1 ROW CABLE SUSPENSION AT 12 O'CLOCK
FABRIC DUCT
DUCT SOX
5'
-
0
"
W
I
D
E
A
I
S
L
E
5'
-
0
"
W
I
D
E
A
I
S
L
E
5'
-
0
"
W
I
D
E
A
I
S
L
E
SC
E
N
A
R
I
O
2
SC
E
N
A
R
I
O
1
FABRIC DUCT NOTES:
1.FABRIC DUCTS SHALL BE DUCTSOX BRAND/300 DENIER FABRIC DURATEX U-HAUL GREEN.
2.UTILIZE SINGLE ROW CABLE ONLY TO SUSPEND FABRIC DUCT-SOX.
3.DO NOT UTILIZE DOUBLE ROW CABLE SYSTEM.
4.NO METAL DUCTS IN HALLWAYS.
5.HOLES IN FABRIC DUCTS SHALL BE AT "9" AND "3".
6.INSURE FABRIC DUCTS CLEAR STACKED LOCKER SWING DOOR WHEN DEFATTED.
7.WHERE STRUCTURAL BEAM OR PIPING OBSTRUCT DUCT LINE. WRAP FABRIC DUCT CLOSE TO
BEAM. CRIMPING OF DUCTS IS ACCEPTABLE.
8.ALL DUCTS AND SPRINKLER PIPING TO FOLLOW SLOPE OF ROOF.
LIGHTING NOTES:
1.ALL LIGHT FIXTURES ARE TO BE MOUNTED AS HIGH AS POSSIBILE FROM THE FINISHED FLOOR.
THE DIMENSION SHOWN IS THE ABSOLUTE MINIMUM AND IS TO BE USED ONLY IF NECESSARY.
2.LIGHT AT STACKED LOCKERS MOUNT AT 12' -0" A.F.F. MINIMUM.
BREAK TYPICAL LIGHT RUN BY
REMOVING FIXTURE TO ALLOW
DUCT TO CROSS AISLE
MECH.
ROOM
BREAK TYPICAL LIGHT RUN BY
REMOVING FIXTURE TO
ALLOW DUCT TO CROSS AISLE
MECH.
ROOM
BREAK TYPICAL LIGHT
RUN BY REMOVING
FIXTURE TO ALLOW
DUCT TO CROSS AISLE
MECH. ROOM
BREAK TYPICAL LIGHT RUN BY
REMOVING FIXTURE TO ALLOW
DUCT TO CROSS AISLE
MECH. ROOM
AT MIDDLE
UNIT OPT.
8' -0" LONG (TYP.) FLUORESCENT LIGHT
FIXTURE W/ TUBE GUARD CENTERED ON
AISLE, TYPHORIZONTAL FABRIC
DUCT SUPPORT CABLE
LAPPED OVER BEAM
METAL DECKING
UPPER FLUTE
ANCHOR PATCH, 4-6PER INLET
INCLUDED, SEWN TO FABRIC
SECURE SELF-TAP SCREW
EDGE- GUARD FOR
METAL EDGE (INCLUDED)
STANDARD CABLE CLIP
EXTENDED WEBBING
W/CABLE CLIP
STANDARD CABLE CLIP
INTERMEDIATE
CABLE SUPPORT
CABLE CLAMPS
AIR DISTRIBUTION AS SPECIFIED
INLET COLLAR, DUCTBELT,
ANCHOR PATCHES AND ZIPPER
FOR EASY DETACHMENT
8' -0" LONG (TYP.) FLUORESCENT LIGHT
FIXTURE W/ TUBE GUARD CENTERED ON
AISLE, TYP
8' -0" LONG (TYP.) FLUORESCENT LIGHT
FIXTURE W/ TUBE GUARD CENTERED ON
AISLE, TYP
3/8" = 1'-0"
SCALEAISLE SECTION - AT FLOOR 1
3/8" = 1'-0"
SCALEAISLE SECTION - AT ROOF 2
3/8" = 1'-0"
SCALEAISLE SECTION - AT ROOF 3
1/8" = 1'-0"
SCALEGENERAL AISLE LAYOUT PLAN 4
1/8" = 1'-0"
SCALECROSSING AISLE LAYOUT PLAN 5
1/8" = 1'-0"
SCALE'T' FABRIC DUCT CROSSING AISLE 6
1 1/2" = 1'-0"
SCALEFABRIC DUCT MOUNTING AT BEAM 7
3/8" = 1'-0"
SCALEFABRIC DUCT AT BEAM OBSTRUCTION 9
1/2" = 1'-0"
SCALEFABRIC DUCT INLET ATTACHMENT 10N. T. S.
SCALEFABRIC DUCT MOUNTING DETAILS 11
GENERAL NOTES
FIN. FLR.
AISLE
FIN. FLR.
METAL ROOFING
FASTENER DETAIL
AISLE
WHERE PURLINS RUN PARALLEL TO AISLE
METAL ROOFING
WHERE PURLINS RUN PARALLEL TO AISLE
FIN. FLR.
FASTENER DETAIL
AISLE
T. OF PURLIN
VARIES
FL
O
O
R
T
O
F
L
O
O
R
-
T
Y
P
I
C
A
L
L
Y
10
'
-
8
"
FI
E
L
D
V
E
R
I
F
Y
SE
E
L
I
G
H
T
I
N
G
N
O
T
E
S
9'
-
0
"
SE
E
L
I
G
H
T
I
N
G
N
O
T
E
S
9'
-
0
"
CONCRETE SLAB ON
METAL DECK
FIRE SPRINKLER
LINE
8' -0" LONG (TYP.)
FLUORESCENT LIGHT FIXTURE
W/ TUBE GUARD MOUNT
DIRECTLY TO THE UNDERSIDE
OF FLOOR SLAB ABOVE
STORAGE
ROOM
GAS LINE SEE
PLUMBING
DRAWINGS
FABRIC DUCT TO BE
MOUNTED AS HIGH
AS POSSIBLE FROM
THE FIN. FLOOR
AND AS CLOSE TO
ADJ. PARTITION
WERE INFILED
STORAGE
ROOM
ROOF PURLIN
SEE PLANS
COLD FORMED / STEEL
BEAM SEE PLANS
FIRE SPRINKLER
LINE
8' -0" LONG (TYP.)
FLUORESCENT
LIGHT FIXTURE
STORAGE
ROOM
STORAGE
ROOM
FABRIC DUCT TO BE
MOUNTED AS HIGH
AS POSSIBLE FROM
THE FIN. FLOOR
UNISTRUT
ATTACHED TO
Z-PURLINS
GAS LINE SEE
PLUMBING
DRAWINGS
COLD FORMED /
STEEL BEAM SEE
PLANS
ROOF PURLIN
SEE PLANS
GAS LINE SEE
PLUMBING
DRAWINGS
FABRIC DUCT TO BE
MOUNTED AS HIGH
AS POSSIBLE FROM
THE FIN. FLOOR
1/2" MTL. CONDUIT
ATTACHED TO
Z-PURLINS
STORAGE
ROOM
STORAGE
ROOM
8' -0" LONG (TYP.)
FLUORESCENT LIGHT
FIXTURE
FIRE SPRINKLER LINE
BEAM OBSTRUCTION
FABRIC DUCT
DUCTBELT AND BUCKLE
INLET ZIPPER
DRAIN PAN / STAND
ANCHOR PATCH, 4-6 PER INLET
INCLUDED, SEWN TO FABRIC
SECURE WITH SELF-TAP SCREW EDGE - GUARD
FOR METAL EDGE
(INCLUDED)
INLET OVERLAP,
FOLDED BACK
13"x13" RETURN
AIR FILTER BOX
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
3
A
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
6
A
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
2
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
2
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
3
9
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
0
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
1
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
3
P
M
KZ
BG/DZ
TYPICAL AISLE
LAYOUT
A8.1
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
EXTERIOR INTERIOR
EXTERIOR INTERIOR
T.O. SLAB
PER PLANS T.O. SLAB
PER PLANS
0' - 9 1/4"
T.O. SLAB
PER PLANS
EXTERIOR INTERIOR
NOTE:
EXTERIOR
0' - 5 1/2"
INTERIOR
GEOTEXTILE FACING SOIL
T.O. SLAB
PER PLANS 0' - 9 1/4"
T.O. SLAB
PER PLANS
ROLL UP DOOR
EXTERIOR INTERIOR
EXTERIOR INTERIOR
BASE ANGLE WITH ANCHOR
EXTRUDED TRIM
T.O. SLAB
PER PLANS
0' - 9 1/4"
1/8" SLOPE PER FT
FINISH FLOOR
SEE ELEVATION
SOIL SEE CIVIL DWGS
4"
M
A
X
0'
-
0
1
/
4
"
4"
M
A
X
0'
-
1
1
/
2
"
0'
-
4
"
M
A
X
.
3/
4
"
4"
M
A
X
4"
M
A
X
0'
-
0
3
/
4
"
0'
-
0
3
/
4
"
CONCRETE
TILT. PANEL
PER PLANS
STEEL EMBEB PLATES
PER STRUCTURAL PLANS
CONCRETE SLAB SEE
STRUCTURAL
VAPOR RETARDER
SEE SPECS.
CONCRETE
SLAB-ON-GROUND
PER STRUCTUAL
PLANS
FINISHED
GRADE
VAPOR
RETARDER
SEE SPECS.
COARSE
GRAVEL
SEE CIVILCONCRETE SLAB - ON
- GROUND PER
STRUCTURAL PLANS
FINISHED
GRADE
CONCRETE TILT
PANEL PER
PLANS
INTERIOR METAL WALL
PANEL PER PLANS
CONCRETE TILT PANEL
PER PLANS
STEEL PLATE EMBED SEE
STRUCTURAL
CONCRETE SLAB
-ON - GRADE SEE
STRUCTURAL
VAPOR
RETARDER
SEE SPECS.
COARSE GRAVEL
SEE CIVIL
FIN. GRADE SEE
CIVIL DWGS.
CONCRETE SLAB
-ON - GRADE SEE
STRUCTURAL
STRUCTURAL
FOOTING
1/2" COMPRESSIBLE
JOINT FILLER
INTERIOR METAL WALL
PANEL PER PLANS
INTERIOR
FURRING PER
PLANS
VAPOR RETARDER
SEE SPECS.
COARSE
GRAVEL
SEE CIVIL
CONCRETE SLAB - ON
- GROUND PER
STRUCTURAL PLANS
FINISHED
GRADE
STEEL EMBED PLATES
PER STRUCTURAL PLANS
CONCRETE
TILT PANEL
PER PLANS
FIN. GRADE
SEE CIVIL
DWGS.
DISTURBED
SOIL SEE
CIVIL DWGS.
FOOTING
BARRIER
REFER TO MANUFACTURER'S SPECIFICATIONS AND
PRODUCT RECOMMENDATION
PRE- CAST CONCRETE
PANEL PER PLANS
SELF- ADHRING WATERPROOFING
MEMBRANE
GEOTEXTILF PER
MANUFACTURER
RECOMMENDATION
COARSE GRAVEL
SEE CIVIL
UNDISTURBED SOIL
SEE CIVIL DWGS.
STRUCTURAL
FOOTING
INTERIOR METAL WALL
PANEL PER PLANS
EXTERIOR FRAMED
WALL PER PLANS
CONT. BOTTOM TRACK
PER PLANS
CONCRETE SLAB - ON -
GROUND PER
STRUCTURAL PLANS
FINISHED
GRADE
MBCI PANEL PER
PLANS
CONCRETE
TILT. PANEL
PER PLANS
STEEL EMBEB PLATES
PER STRUCTURAL PLANS
CONCRETE SLAB SEE
STRUCTURAL
VAPOR RETARDER
SEE SPECS.
CONCRETE
SLAB-ON-GROUND
PER STRUCTUAL
PLANS
FINISHED
GRADE
CONCRETE
TILT PANEL
PER PLANS
CONCRETE SLAB
SEE STRUCTURAL
VAPOR
RETARDER
SEE SPECS.
COARSE
GRAVEL
SEE CIVILCONCRETE SLAB - ON
- GROUND PER
STRUCTURAL PLANS
FINISHED
GRADE
SLOPE FLOOR AT
SLIDER / SWING DOOR
1/4" OVER THICKNESS
OF CONC TILT-UP
WALL
1 1/2" = 1'-0"
SCALEFLR SLAB AT TILT WALL CONC PNL 1
1 1/2" = 1'-0"
SCALEFLOOR SLAB DTL AT ROLL UP DOOR 2
1 1/2" = 1'-0"
SCALELOADING DOCK AND FOOTING DETAIL 31 1/2" = 1'-0"
SCALEFLR SLAB DTL AT CF STL WALL AT EXT ACCESS STOR 6
1 1/2" = 1'-0"
SCALEFOOTING DETAIL 5
1 1/2" = 1'-0"
SCALEFLR SLAB DTL AT TILT WALL CONC PNL W /INT. FURR 41 1/2" = 1'-0"
SCALEFLOOR SLAB DTL AT TILT UP CONCRETE PANEL 7
1 1/2" = 1'-0"
SCALEFLOOR SLAB DTL AT DOOR OPENING 8
1" = 1'-0"
SCALENOT USED 9
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
KZ
BG/DZ
ARCHITECTURAL
BUILDING DETAILS
A8.2
2
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
0'
-
1
"
0'
-
0
1
/
2
"
IN
T
E
R
I
O
R
EX
T
E
R
I
O
R
0'
-
1
1
1
/
3
2
"
MI
N
.
0'
-
1
1
/
2
"
MI
N
.
0'
-
1
1
1
/
3
2
"
0'
-
1
3
/
8
"
MI
N
EXTERIOR INTERIOR
INTERIOR
EXTERIOR FRAMED WALL PER PLANS
CONT. BOTTOM TRACK
T.O. SLAB
PER PLANS
BASE TRIM
INTERIOR
SLAB EDGE
EXTERIOR
0' - 0 1/2"
CONT. SEALANT
EXTERIOR
0' - 0 1/2"
INTERIOR
INTERIOR
WAREHOUSE
JAMB TRIM
EXTERIOR 0' - 0 1/2"
CONCRETE TILT PANELS
PER PLANS
INTERIOR
EXTERIOR
CONTINUOUS BACKER
ROD AND SEALANT
CONCRETE TILT
PANELS PER PLANS
CONTINUOUS BACKER
ROD AND SEALANT
NOTE - JOINT BETWEEN TILT PANEL AND
C.I.P. CONCRETE FOUNDATION WALL SIMILAR
CONTINUOUS BACKER
ROD AND SEALANT
CONTINUOUS BACKER
ROD AND SEALANT
CONCRETE TILT
PANELS PER PLANS
NOTE - JOINT BETWEEN TILT PANEL AND
C.I.P. CONCRETE FOUNDATION WALL SIMILAR
CONTINUOUS BACKER
RODS AND SEALANT
STEEL PLATE SEE
STRUCTURAL
NOTE - JOINT BETWEEN TILT PANEL AND
C.I.P. CONCRETE FOUNDATION WALL SIMILAR
CONCRETE TILT PANEL
PER PLANS
INTERIOR METAL WALL
PANEL PER PLANS
EXTERIOR METAL
FRAMED WALL PER
PLANS
EDGE TRIM ASSEMBLY
AND CONNECTION BY
PANEL MANUFACTURER
EXTERIOR METAL
WALL PER PLANS
CONTINUOUS
SEALANT BEAD
MBCI PANEL PER
PLANS
SEALANT AND
BACKER ROD
CONTINUOUS BACKER
ROD AND SEALANT
CONCRETE TILT
PANELS PER PLANS
EXTERIOR METAL
WALL PANEL PER
PLANS
CONT. INSULATION
PER PLANS
INTERIOR FURRING PER
PLANS
INTERIOR METAL WALL
PANEL PER PLANS
CONCRETE
SLAB-ON-DECK PER
STRUCTURAL PLANS
INTERIOR METAL WALL PANEL PER
PLANS
FINISH, SEE
PLAN
MULLION CLOSURE
TRIM
PRECAST CONCRETE
PANEL
DBL. SEALANT AND BACKER
ROD
3" = 1'-0"
SCALECONCRETE TILT PANEL JOINT DETAIL 1
3" = 1'-0"
SCALECONC TILT PANEL JOINT DTL ATT CORNER 2
3" = 1'-0"
SCALECONCRETE TILT PANEL JOINT DETAIL 33" = 1'-0"
SCALETILT PANEL JOINT DTL PERP. TO METAL PANEL 6
1 1/2" = 1'-0"
SCALEELEV FLR SLAB DTL AT MTL PANEL 5
3" = 1'-0"
SCALEEXT WALL PANEL AT CONC. TILT PANEL CORNER 43" = 1'-0"
SCALEFLR SLAB AT MTL PANEL W/ CONT INSUL 8
3" = 1'-0"
SCALEWINDOW JAMB AT TILT UP PANEL 7
1 1/2" = 1'-0"
SCALEJAMB DTL AT HM DR IN PRECAST WALL 9
1 1/2" = 1'-0"
SCALEHEAD DTL AT HM DR IN PRECAST WALL 10
1'
-
0
"
T.O. SLAB
PER PLANS
BASE TRIM
INTERIOR EXTERIOR
MBCI PANEL PER
PLANS
SUPPORT ANGLE TO
MATCH BASE TRIM
INTERIOR METAL WALL
PANEL PER PLANS
EXTERIOR METAL
FRAMED WALL PER
PLANS
CONT. BOTTOM TRACK PER
PLANS
CONCRETE
SLAB-ON-DECK PER
STRUCTURAL PLANS
INTERIOR METAL WALL
PANEL PER PLANS
INTERIOR FURRING
PER PLANS
MO
0'
-
0
3
/
4
"
0' - 2"
TILT UP CONCRETE
PANEL
SEALANT WITH
BACK ROD
SEALANT WITH
BACK ROD
3/
4
"
M
O
0' - 2"
SEALANT AND
BACK ROD
HOLLOW
METAL FRAME
TILT UP CONCRETE
PANEL
SEALANT WITH
BACK ROD
RAIN DRIP
IF SCHED
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
KZ
BG/DZ
ARCHITECTURAL
BUILDING DETAILS
A8.3
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
0' - 9 15/32"
INTERIOR JOINT TRIM
0' - 6" 0' - 0 15/32"
CLIP FASTENERS
VERTICAL JOINT GASKET
FRAMING MEMBER
0' - 3"
6" STUDS
BUILDING FINISH
FACE OF METAL PANEL SYSTEM
COPING CAP
6" MINIMUM
CLIP FASTENERS
CLIP FASTENERS
URETHANE SEALANT CONT.
VERTICAL JOINT GASKET
7.2 INSUL-RIB™ WALL PANEL
INSIDE CORNER TRIM (F3210)
ZEE SPACING TRIM
OUTSIDE CORNER TRIM
SHEETING ANGLE AS REQUIRED
1/8" x3/8" POP RIVET
WALL GIRT
FRAMING MEMBER
INTERIOR JOINT TRIM
COLD FORM FRAMING
FASTENER (NOT BY MBCI)DBL. 6" STUD DEL. 6" STUD
2" 'Z' FURRING
MBCI PANEL PER ELEVATIONS
CORNER TRIM
DBL. SEALANT AND BACKER ROD
CORNER TRIM
MBCI PANEL PER ELEVATIONS
FINISH PER PLANS
6"
M
I
N
I
M
U
M
VA
R
I
E
S
0'
-
2
1
/
3
2
"
1" x 1/8" TAPE SEALER (7300)
TOP & BOTTOM OF ZEE
SPACER TRIM
THRU-PANEL FASTENER W/
WASHER @ EACH SUPPORT
FIELD INSTALLED
FOAM OR BLANKET
INSULATION (NOT BY MBCI)
1/8 x 3/16 POP RIVET
(FASTER #14) @ 12"
O.C. BETWEEN WALL
MEMBERS
@ EACH WALL MEMBER
NON - SKINING BUTYL
SEALANT (7100) 3/8" BEAD
1" x 1/8" TAPE SEALER
(7300) CONTINUOUS
7.2 INSUL-RIB™ WALL
PANEL
THRU-PANEL FASTENER W/ WASHER @ EACH
SUPPORT 1/4-14 x7/8 LAPTEK W/ WASHER
(FASTENER #4A) @ 8" O.C. BETWEEN SUPPORTS
URETHANE JOINT SEALANT
3/8" DIAMETER BEAD
CONTINUOUS TOOLED TO
FORM A FILLET
1/8 x 3/8 POP RIVET
@12" O.C.
WALL PANEL CLIP (4633)
HORIZONTAL INSULATED CF
METAL WALL PANEL W/END
FOLD
HORIZONTAL INSULATED CF
METAL WALL PANEL W/END
FOLD
URETHANE SEALANT
INSTALLED BEHIND PANEL
DURING INSTALLATION
RIVET POP 3/8 x 1/8 @
12" O.C.
1/8 x 3/8 POP RIVET
@12" O.C.
URETHANE JOINT SEALANT
3/8" DIAMETER BEAD
CONTINUOUS TOOLED TO
FORM A FILLET
WALL PANEL CLIP (4633)
HORIZONTAL INSULATED CF
METAL WALL PANEL W/END
FOLD
URETHANE SEALANT
INSTALLED BEHIND PANEL
DURING INSTALLATION
THROUGH PANEL
FASTENER @7.2" O.C.
INTO LOW RIBS
1/8 x 3/8 POP RIVET
@12" O.C.
BUTYL SEALANT
TAPE (7300)
7.2 FOAM OUTSIDE
CLOSURE (7609)
7.2 INSUL-RIB™ WALL
PANEL
NON-SKINNING BUTYL
SEALANT (7100) 3/8" BEAD
EXISTING PARAPET WALL
(NOT BY MBCI)
CLIP FASTENER MIN.
(2) REGUIRED
WALL PANEL CLIP (4633)
@PANEL SIDE JOINT
1/4 -14 x7/8 LAPTEK W/ WASHER
@ 8" O.C. (FASTENER #4A)
END DAM URETHANE
SEALANT
3" = 1'-0"
SCALETYPICAL OUTSIDE CORNER AT METAL PANEL 3
3" = 1'-0"
SCALEFACADE OFFSET 2
3" = 1'-0"
SCALETYP. SYSTEM DIMENSIONS 13" = 1'-0"
SCALEHORIZONTAL JOINT 4
1 1/2" = 1'-0"
SCALEDEFLECTION JOINT 5
3" = 1'-0"
SCALEVERTICAL JOINT 6
1 1/2" = 1'-0"
SCALETRANSITION AT METAL PANEL SECTION 71 1/2" = 1'-0"
SCALETRANSITION AT METAL PANEL PLAN 11
1 1/2" = 1'-0"
SCALETYPICAL OUTSIDE CORNER AT METAL PANEL 10
3" = 1'-0"
SCALETYPICAL OUTSIDE CORNER AT METAL PANEL 9
1 1/2" = 1'-0"
SCALETRANSITION AT METAL PANEL SECTION 8
1 1/2" = 1'-0"
SCALEINSIDE CORNER AT STOR. AND WAREHOSE 12
WALL GIRT
INSIDE CORNER TRIM
INSULATION
FLAT INSIDE CORNER TRIM
WALL GIRT
CORNER FRAMING @ SEALANT AT INSIDE CORNER TRIM
IN
T
E
R
I
O
R
O
F
B
U
I
L
D
I
N
G
EX
T
E
R
I
O
R
O
F
B
U
I
L
D
I
N
G
BUTYL SEALANT
(CONTINUOUS
EACH LEG)
METAL ROOF
PER PLANS
BUTYL SEALANT
(CONTINUOUS
EACH LEG)
OUTSIDE CORNER
TRIM
1/8 x 3/8 POP RIVET
(FASTENER #12a) @
EACH WALL MEMBER
6" STUDS, TYP
FINISH PER PLANS
INSIDE CORNER TRIM
3/8" SEALANT BEAD
PANEL WIDTH
+/- 0' - 10"
POP RIVET AT 8" O.C.
CONCRETE TILT PANEL
PANEL THICKNESS
PA
N
E
L
T
H
I
C
K
N
E
S
S
PA
N
E
L
L
E
N
G
T
H
INSULATED METAL
WALL PANEL
3 5/8" STUD
BLOCKING, TYP
6" MINIMUM
FRAMING MEMBER
6"
M
I
N
I
M
U
M
MBCI PANEL PER PLANS,
WITH PANEL FOLD TO
CREATE CORNER
FACTORY INSTALLED
16 GA.ANGLE
FINISH PER PLANS
6" STUDS, TYP DBL. 6" STUDS
POP RIVET AT 8" O.C.
6" STUDS, TYP
BUTYL SEALANT TAPE
INSIDE CORNER TRIM
POP RIVET AT 8" O.C.
PANEL WIDTH
INSULATED METAL WALL PANEL THICKNSS
MODULE
MO
D
U
L
E
PA
N
E
L
T
H
I
C
K
N
S
S
PA
N
E
L
W
I
D
T
H
+/
-
1
'
-
0
"
THRU-PANEL FASTENER W/ WASHER @
TOP MIDDLE, & BOT. (NOT TO EXCEED 5'-0"
O.C.) 1/4-14 x 7/8 LAPTEK W/ WASHER @ 8"
O.C. BETWEEN THRU FASTENERS
INSUL METAL
WALL PANELNON-SKINNING BUTYL
3/8" SEALANT BEAD
INSIDE CORNER TRIM
NON-SKINNING BUTYL
3/8" SEALANT BEAD
CLIP FASTENER
MIN. (2) REGUIRED
WALL PANEL CLIP @
PANEL SIDE JOINT
14 GA. GALV. SUPPORT ANGLE
DEFLECTION JOINT, TYP.
URETHANE TUBE SEALANT
HEMMED FLASHING, TYP.
SEALANT AND BACKER ROD
DEEP LEG DEFLECTION TRACK
3" MBCI INSULATED
METAL PANEL SYSTEM
6" STUDS, TYP
3 5/8" STUDS BLOCKING, TYP
FINISH PER PLANS
INSIDE CORNER TRIM
BUTYL SEALANT TAPE
POP RIVET AT 8" O.C.
PANEL WIDTH
+/- 1' - 0"
PANEL THICKNESS
PANEL THICKNESS
PA
N
E
L
L
E
N
G
T
H
NON-SKINNING BUTYL
3/8" SEALANT BEAD
THRU-PANEL FASTENER W/
WASHER @ TOP, MIDDLE, &
BOL. (NOT TO EXCEED 5' -0"
O.C.) 1/4 - 14 x 7/8 LAPTEK W/
WASHER @8" O.C. BETWEEN
THRU FASTENERS
INSULATED METAL WALL
PANEL
INSULATED METAL
WALL PANEL
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
3
A
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
6
A
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
KZ
BG/DZ
ARCHITECTURAL
BUILDING DETAILS
A8.4
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
0' - 1 21/32"
LOUVER
LOUVER SILL
FINISH PER PLANS
6" STUD
JAMB TRIM
FLAT TRIM
MBCI PANEL PER PLANS
BASE TRIM
CONCRETE SLAB
FINISH PER PLANS
SHIM
RO
FIELD CUT AS REQ'D
LOUVER
MBCI PANEL PER PLANS
HEAD TRACK FLAT TRIM
POP RIVETS
FIELD CUT AS REQ'D
FINISH PER PLANS
6" STUD
SHIM
LOUVER
JAMB TRIM
RO
MBCI PANEL PER PLANS
0' - 2"
FLAT TRIM SILL
0'
-
0
3
/
4
"
0'
-
0
3
/
4
"
1'
-
0
"
HEAD CLOSURE TRIM TO
MATCH INTERIOR PANEL
SYSTEM
SEALANT AND
BACKER ROD
MBCI PANEL
PER PLANS
BARRIER
FLASHING TAPE
DOUBLE SEALANT AND
BACKER ROD
SEALANT AND
BACKER ROD
JAMB CLOSURE
TRIM TO MATCH
INTERIOR PANEL
SYSTEM
INTERIOR FINISH
PANEL SYSTEM
BARRIER
FLASHING TAPE
DOUBLE SEALANT
AND BACKER ROD
ALUM SILL EXTENSION
WITH GYP BD
RECEIVER
ALUM SILL PAN FINISHED TO
MATCH GLAZED ALUM WALL
SYSTEM
SILL PAN END
DAM BEYOND
MULLION CLOSURE
TRIM
ALUM SILL PAN
FINISHED TO MATCH
GLAZED ALUM WALL
SYSTEM
BARRIER
FLASHING TAPE
DOUBLE SEALANT
AND BACKER ROD
SUPPORT ANGLE TO
MATCH BASE TRIM
MBCI PANELY
PER PLANS
6" STL HEADER FILLED
WITH MINERAL WOOL
INSULATION
2 1/2" x 2 1/2" x 12
GA GALVANIZED
ANGLE
SEALANT OVER BOND
BREAKER TAPE
MULLION
CLOSURE TRIM
MBCI PANELY
PER PLANS
2" X 20 GA
CONTINUOUS
METAL STRAP
2 1/2" x 2 1/2" x 12 GA
GALVANIZED ANGLE
SEALANT OVER BOND
BREAKER TAPE
MULLION
CLOSURE TRIM
END DAM OF LOUVER SILL
BEYOND JAMB
2 1/2" x 2 1/2" x 12 GA
GALVANIZED ANGLE
MBCI PANELY
PER PLANS
NOTE: DO NOT FASTEN
THROUGH SILL PAN.
SEALANT WITH BOND
BREAKER TAPE
USE CLEAN AND
CONCEAL FASTENER
UNDER FLASHING
CONTINUOUS BUTYL
SEALANT
FRAMED OPENING
TYPICAL
MBCI PANEL
PER PLANS
EXPOSED SEALANT
TYPICAL
DOOR/WINDOW
FRAME TYPICAL
TYPICAL CONTINUOUS
BUTYL SEALANT
1/4" - 14 HEX HEAD FASTENERS
WITH WASHER
FRAMED OPENING
TYPICAL
DOOR/WINDOW
FRAME TYPICAL
FACTORY INSTALLED EPS FOAM
END DAM FOR PAPER CORE ONLY
EXPOSED SEALANT
TYPICAL
CONTINUOUS BUTYL SEALANT
W/ MARRIAGE BEAD TO
VERTICAL PANEL GASKET
DOUBLE SEALANT
AND BACKER ROD
BARRIER FLASHING
TAPE
3" = 1'-0"
SCALEWINDOW HEAD AT METAL PANEL 1
3" = 1'-0"
SCALEWINDOW JAMB AT METAL PANEL 2
3" = 1'-0"
SCALEWINDOW SILL AT METAL PANEL 33" = 1'-0"
SCALELOUVER JAMB DETAIL 6
3" = 1'-0"
SCALELOUVER HEAD DETAIL 5
3" = 1'-0"
SCALEWINDOW SILL AT SLAB W/ MTL ON TIL PANEL 43" = 1'-0"
SCALELOUVER SILL DETAIL 7
3" = 1'-0"
SCALEDOOR HEAD WITH DRIP 8
3" = 1'-0"
SCALEDOOR JAMB (2 PIECE FLASHING)8
KZ
DZ
ARCHITECTURAL
BUILDING DETAILS
A8.5
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
40 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
INTERIOR WALL PER PLANS
FINISH FLOOR
SEE ELEVATION
INTERIOR WALL PER PLANS
MULTI-PLY STRIPPING
CONT CLEAT
SEALANT
INTERIOR ELEVATOR PIT
SEE ELEVATION
MBCI PANEL PER PLANS
SUPPORT ANGLE AS REQUIRED
DOUBLE SEALANT AND BACKER ROD
STEEL TUBE AND CHANNEL PER STRUCTURAL
GL 3' - 10 13/16"
SUPPORT ANGLE AS REQUIRED
DOUBLE SEALANT AND BACKER ROD
STEEL TUBE AND CHANNEL PER STRUCTURAL
GRAVEL STOP FLASHING
MBCI PANEL PER PLANS
DOUBLE SEALANT AND BACKER ROD
WIDTH PER WALL SECTION
METAL VENTED SOFFIT
HEMMED FLASHING. TYP.
SEALANT AND BACKER ROD
PANEL END FOLD
DOUBLE SEALANT AND BACKER ROD
WIDTH PER WALL SECTION
MBCI PANEL PER PLANS
SEE WALL SECTION
WALL TYPE PER PLANS
HEMMED FLASHING. TYP.
SEALANT AND BACKER ROD
PANEL END FOLD
METAL VENTED SOFFIT
GRAVEL STOP FLASHING
TUBE STEEL CANOPY
SEE ELEVATION
TO STEEL
NOT
U
S
E
D
2'
-
0
"
0'
-
6
"
0'
-
6
1
/
2
"
0'
-
6
1
/
2
"
STEEL TUBE FRAMED
LOUVER SYSTEM
STEEL TUBE FRAMED
LOUVER SYSTEM
CLOSURE TRIM / FLASHING
TO MATCH PANEL SYSTEM
18 GA MTL ROOFING/COPING
TO MATCH FACE OF CANOPY
W/ SEALED JOINTS USING S
LOCK CLIPS
CONTINUOUS STRIP OF
SELF HEALING
UNDERLAYMENT AT JOINTS
SMOOTH METAL PANEL OVER
AIR & WATER BARRIER AND
EXTERIOR SHEATHING
PROVIDE IN WALL
STRUCTURAL SUPPORT
AT EA. BRACKET
SHEET METAL GRAVEL STOP
-NOTCHED TO PERMIT DRAINAGE
SHEET METAL GRAVEL
STOP SCUPPER
18 GA MTL ROOFING/COPING
TO MATCH FACE OF CANOPY
W/ SEALED JOINTS USING S
LOCK CLIPS
CONTINUOUS STRIP OF
SELF HEALING
UNDERLAYMENT AT JOINTS
SMOOTH METAL PANEL
OVER AIR & WATER
BARRIER AND EXTERIOR
SHEATHING
CONTRACTOR TO PROVIDE
FRAMING DESIGN AND
CALCULATION FOR
OWNER REVIEW
TREATED WOOD
NAILER
ROOFING
SYSTEM
NOTES: FIRE RATED FLOORS AND
WALL; FILL CAVITY WITH MINERAL
WOOL AND SEAL WITH FIRE-
RESISTANCE RATED PER PLANS
STEEL ANGLE COORDINATE
WITH ELEVATOR MANUF. SIZE
AND LOCATION
SILL ASSEMBLY BY
ELEVATOR
MANUFACTURER
STEEL ANGLE COORDINATE
WITH ELEVATOR MANUF.
SIZE AND LOCATION
GROUTED SOLID BOND BEAM.
WITH CONT. REINF. AS PER
PLANS, SEE STRUCTURAL
FOR ADDITIONAL
INFORMATION.
CONCRETE OVER STEEL
DECK WITH CONT. ANGLE
SEE STRUCTURAL.
ESSENTAL OVERHANG
FLASHING TYPICAL
INSULATED METAL
PANEL PER PLANS
INTERIOR FINISH
PER PLANS
INSULATED METAL
PANEL PER PLANS
ESSENTAL OVERHANG
FLASHING TYPICAL
COVER NAILER WITH CONT
STRIP OF SELF HEALING
UNDERLAYMENT NOT
U
S
E
D
NOT
U
S
E
D
1 1/2" = 1'-0"
SCALECANOPY / EYEBROW DETAIL AT WINDOW HEAD 1
1 1/2" = 1'-0"
SCALECANOPY / EYEBROW DETAIL 2
1 1/2" = 1'-0"
SCALEMETAL CANOPY 3
1 1/2" = 1'-0"
SCALECORNICE DETAIL 4
3/4" = 1'-0"
SCALECANOPY DETAIL 5
1 1/2" = 1'-0"
SCALEELEVATOR DOOR SILL 6
3" = 1'-0"
SCALEWINDOW FLASHING 7
3" = 1'-0"
SCALEPIECE JAMB FLASHING 8
DIM PER WALL SECTION
METAL BOX GUTTER
PROVIDE IN WALL STRUCTURAL
SUPPORT AT EA. BRACKET
CUT PANEL AND FOLD ENDS IN
TO ALLOW FOR PENETRATION
THEN SEAL WITH SEALANT AND
BACKER ROD
MBCI WALL PANEL
PER PLANS
WALL - TO - ROOF FLASHING
LAP BEHIND MBCI WALL
PANEL SYSTEM PER PLANS
BUTLER MODULEZE II
FASCIA PANEL WITH
INTERGAL COPING
("U-HAUL GREEN")
GYPSUM BOARD
CLOSURE AND DRIP
EDGE TO MATCH
FASCIA
16GA METAL STUDS
AT 16" O.C. TYPICAL
1' x 8' LIGHT FIXTURE,
SECURE LIGHT TO
GRID AT ALL FOUR
CORNERS
VINYL BACKED GYPSUM
BOARD PANELS. PROVIDE
HOLD-DOWN CLIPS
BARRIER FLASHING TAPE
BARRIER FLASHING TAPE
X
.050 MIN ALUMINUM
SHEET METAL
WINDOW FLASHING
SYNTHETIC SHEET
AIR/WATER BARRIER
WINDOW NOT SHOWN
FOR CLARITY
FILLET BEAD OF
SEALANT AT INSIDE
CORNERS OF
FLASHING
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
3
A
M
11
/
2
9
/
2
0
2
1
1
:
0
7
:
3
6
A
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
5
P
M
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
KZ/BG
DZ
ARCHITECTURAL
BUILDING DETAILS
A8.6
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
40 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
0'
-
3
"
0'
-
3
"
MI
N
12
"
.
EXTERIOR INTERIOR
_
T.O. WALL
PER PLANS
T.O. DOOR OPENING
COILING DOOR
0' - 1 1/2"
INSULATION SEE ROOF PLAN
MBCI PANEL PER PLANS
T.O. WALL HIGH SIDE
SEE ELEVATION
METAL ROOF PER PLANS
VARIES
SHIM (CONT)
T.O. PARAPET
PER PLANS
PBR PANEL
T.O. ROOF (H.P.)
PER PLANS
__EXTERIOR
METAL ROOF PER PLANS FIRE SEALANT / FIRE SMOKE
0' - 8 1/2"
T.O. WALL HIGH SIDE
SEE ELEVATION
INTERIOR
T.O. WALL
PER PLANS
INSULATION SEE ROOF PLAN
TAPE PANLASTIC
EXTERIOR
_
INTERIOR EXTERIOR _
T.O. PARAPET
SEE ELEVATION
COUNTER FLASHING
FLASHING SUPPORT CLIP
T.O. WALL
PER PLANS
0' - 1 1/2"
T.O. DOOR OPENING
T.O. WALL
PER PLANS
CONT. CLEAT
INTERIOR -SHIM & TRACK (CONT)
CONT. CLEAT
INTERIOR EXTERIOR
WATER DIVERTER
OUTSIDE CAP CELL MR-24
URETHANE SEALANT
BACK - UP PLATE
MTL. ROOF PANEL
ROOF CURB CINCH STRAP, FORMED
CINCH STRAP, FLAT
OUTSIDE CAP CELL
184
A8.9
ROOF CURB
INSIDE CAP CELL
URETHANE SEALANT
SLOPE
PREFINISHED SCULPTURED
PARAPET CAP
BUTYL TAPE AND RIB FILLER
AS REGUIRED CONT. CLEAT
EXTERIOR FRAMED
WALL PER PLANS
PARAPET RAKE
FLASHING
METAL ROOF PER
PLANS
1 1/4" EAVE STARTER BY METAL
ROOF MANUFACTURER
METAL ROOF
PER PLANS
ROOF PURLINS
PER PLANS
CONTINUOUS COLD-FORMED STEEL
TOP TRACK PER STRUCTURAL PLANS
INTERIOR METAL WALL
PANEL PER PLANS
EXTERIOR FRAMED
WALL PER PLANS
CORRUGATION CLOSURE BY
METAL ROOF MANUFACTURER
6" HIGH PRE-FINISHED METAL
EAVE CLOSURE TRIM
EXTERIOR METAL
WALL PANEL PER
PLANS
PRE-FINISHED
PARAPET CAP
RIGID INSULATION PER
PLANS
FILL CAVITY WITH MINERAL WOOL BATT;
SEAL WITH FIRE-RETARDENT CAULK
EXTERIOR METAL WALL PANEL
PER PLANS
ROOF PURLINS, STL.
PLATES & ANGLE SEE
STRUCTURAL
CONT INSULATION
PER PLANS (TYP.)
CONTINUOUS COLD-FORMED STEEL
TOP TRACK PER STRUCTURAL PLANS
RETAINER W/RIVET & SEAL CONT.
TRIM AT HIGH SIDE OF ROOF
METAL ROOF
PER PLANS
TRIPLE BEAD TAPE
SEALER
12 X 1" ZEC SELF- DRILLING
FASTENER
DIRECTION OF
PANEL
INSTALLATION
WATER
DIVERTER
MR-24 BUTLER
ROOF PANEL
TRIPLE BEAD TAPE
SEALER
FIRE SEALANT /
FIRE SMOKE
STEEL BEAM, ROOF PURLINS,
STL. PLATES & ANGLE SEE
STRUCTURALINTERIOR METAL WALL PER
PLANS
ROOF PURLINS & CONT. STL.
ANGLES SEE STRUCTURAL
FIRESTOP WITH U914 OR W.H.I. APPROVED JOINT
FIRESTOP SYSTEM MATCHING WALL RATING
CONTINUOUS 4 1/4 x 3 3/4 x 16 GA
COLD-FORMED BENT PLATE (LLV) EACH
SIDE SEE STRUCTURAL
FIRESTOP WITH U914 OR W.H.I. APPROVED JOINT
FIRESTOP SYSTEM MATCHING WALL RATING
ROOF PURLINS & CONT. STL.
ANGLES SEE STRUCTURAL
CMU W/ HORIZONTAL REINF. @
16" O.C. VERTICALLY; REFER TO
STRUCT. FOR VERT. REINF
METAL ROOF PER
PLANS
CONTINUOUS
LEDGER ANGLE PER
PLANS
CONTINUOUS COLD-FORMED
STEEL TOP TRACK PER
STRUCTURAL PLANS
INTERIOR METAL WALL
PANEL PER PLANS
EXTERIOR FRAMED WALL
PER PLANS
MBCI PANEL PER PLAN
BUTYL TAPE AND RIB
FILLER AS REQUIRED
PREFINISHED SCULPTURED
HIGH RAKE TRIM
TRIM CLIP BY METAL
ROOF MANUFACTURER
1 1/4" EAVE STARTER BY
METAL ROOF
MANUFACTURER
METAL ROOF PER
PLANS
CONTINUOUS COLD-FORMED STEEL
TOP TRACK PER STRUCTURAL PLANS
METAL STUDS PER
STRUCTURAL PLANS
PEFINISHED METAL
HEADER TRIM - COLOR
TO MATCH HEADER
PANEL
EXTERIOR HEADER
PANEL PER PLANS
PREFINISHED SCULPTURED
HIGH EAVE TRIM
CORRUGATION CLOSURE BY
METAL ROOF
MANUFACTURER
1 1/4" EAVE STARTER BY
METAL ROOF
MANUFACTURER
METAL ROOF PER
PLANS
CONTINUOUS COLD-FORMED STEEL
TOP TRACK PER STRUCTURAL PLANS
METAL STUDS PER
STRUCTURAL PLANS
PREFINISHED METAL
HEADER TRIM - COLOR TO
MATCH HEADER PANEL
EXTERIOR HEADER
PANEL PER PLANS
PREFINISHED
SCULPTURED HIGH
EAVE TRIM
CORRUGATION CLOSURE BY
METAL ROOF
MANUFACTURER
3" = 1'-0"
SCALEPARAPET DTL ROOF PERP. TO WALL 1
3" = 1'-0"
SCALELOW EAVE DTL AT CF STEEL FRAMED WALL 2
3" = 1'-0"
SCALEPARAPET DTL AT ROOF FRAMING HIGH WALL 3
1/4" = 1'-0"
SCALEROOF HATCH PLAN 4
3" = 1'-0"
SCALEMETAL STUD FIRE BARRIER DETAIL AT ROOF 5
3" = 1'-0"
SCALECMU FIRE BARRIER DETAIL AT ROOF 6
3" = 1'-0"
SCALERAKE DTL AT CF STEEL FRAMED WALL 7
1/2" = 1'-0"
SCALEROOF HATCH 8
3" = 1'-0"
SCALEEAVE DETAIL AT CF STEEL HEADER PANEL 9
1/2" = 1'-0"
SCALEROOF ACCESS LADDER 10
3" = 1'-0"
SCALEEAVE DETAIL AT CF STEEL PANEL 11
1'
-
9
"
0' - 7"
3' - 0"
0' - 7"
8" C.M.U
SECTION
PLAN
ROOF SCUTTLE -2'-6" x3' -0" TYPE "S" WITH
"LADDER-UP" SAFTY POST EACH SIDE MODEL 2 BY
BILCO COMPANY. SECURE TO ROOF STRUCTURAL
STEEL WITH THRU BOLTS ACCORDING TO
MANUFACTURER'S DIRECTIONS. HINGE PINS ARE TO
BE WELDED NON-REMOVABLE.
CURB SUPPORT FRAME
-SEE STRUCTURAL
2- 1/2" x 3/8" FLAT STEEL BAR
BRACKETS AT 4'-0" CENTERS.
WELD TO SIDE RAILS. WELD TOP
TO STEEL ANGLE FRAME.
PROVIDE 2- 1/2" x 2-1/2" x3/16"
WELDED CLIP ANGLES SECURED
TO CONCRETE FLOOR WITH 1/2"
x 2- 3/4" WEDGE "RED HEAD"
ANCHOR BOLTS
1- 1/2" C.R. STEEL REINFORCING CHANNELS
WITH WELDED 3/8" THRU BOLTS TO RECEIVE
BRACKETS. CUT STUD FLANGES TO RECEIVE
REINFORCING CHANNEL
2- 1/2" x 3/8" FLAT STEEL BAR
SIDE RAILS, AND 1" DIA. STEEL
RINGS PUNCHED INTO RAILS
12" CENTERS AND WELDED
1'
-
6
"
EQ
U
A
L
EQ
U
A
L
1'
-
4
"
1'
-
0
"
WELD TO RAILS
WALL ASSEMBLY PER
PLANS
CLEAR
1' - 6"0' - 7"
2 1/2" x 3/8" BAR
RAIL - EACH SIDE
1" Ø BAR STOCK RINGS.
PLUG
11
/
2
9
/
2
0
2
1
7
:
0
4
:
4
7
P
M
KZ/BG
DZ
ARCHITECTURAL
BUILDING DETAILS
A8.7
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
3/4" = 1'-0"
SCALEWALL SECTION 3
19 20
5' - 0"
A9.8
1
0' - 8"
TYPICAL PANEL LAYOUT
6B 6A 6B 7A
0' - 4"
ALTERNATE PANEL LAYOUT
C
A9.8
8
T.O. FIN. FLOOR
SEE ELEVATION
T.O. FLOOR /
T.O. ROOF
SIM.9
A9.1
A9.10
7 SIM.A9.8
1 SIM.
L
TYP.
A9.8
7 sim
A9.1
5
5'X5'3
A9.1
5'X5'
A9.8
3 SIM.
K
5 A9.1 L
TYP.
TYP.
5'X5'
2 A9.1
0' - 4"
6B TYP.
6
A9.1
5'X5'
A9.1 5
A9.1 8
K
TYP.
SIM.
5' - 0"
A9.1
7
21
10' - 0"5' - 0"
"J" MOLD
UH - 06
ANGELE TRIM
UH - 03
"D" PANEL
UH - 01
ANGELE JAMP
TRIM UH - 12
ROLL UP DOOR
UH - 04
KICK PLATE
UH - 05
BOTTOM OF
STRUCTURE ABOVE
PROVIDE SECURITY
MESH UH-28 TYP.
FIELD LOCATE
COORDINATE WITH
UHI CONSTRUCTION
REPRESENTATIVE
ANGLE HEAD TRIM
UH - 12H
5'X10'
LOCKER
TYP.
10'X10'
LOCKER
TYP.
10'X10'
LOCKER
TYP.
5'X10'
LOCKER
TYP.
5'X10'
LOCKER
TYP.
5'X10'
LOCKER
TYP.
(3) PANELS ABOVE 8' - 0"
WIDE ROLL UP DOOR
(1) PANEL ABOVE 3' - 4"
WIDE ROLL UP DOOR
ALTERNATE: FIELD
CUT 4" NOTCHES AS
SHOWN
(3) PANELS ABOVE 8' - 0"
WIDE ROLL UP DOOR (1) PANEL ABOVE
3' - 4" WIDE ROLL
UP DOOR
FIELD CUT 8"
NOTCHES AS SHOWN
BOTTOM OF
STRUCTURE ABOVE
TOP ANGLE
UH - 07
"D" PANEL
UH - 01
2¼" CEE
UH - 08a
KICK PLATE
UH - 05
BOT. ANGLE
UH - 07
U PANEL
UH - 02
BOTTOM OF
STRUCTURE ABOVE
"J" MOLD UH - 06
TOP ANGLE UH-07
'U' PANEL UH-02
2½" CEE UH-08a
KICK PLATE UH-05
BOT. ANGLE UH-07
'U' ANGLE UH-07
PROVIDE SECURITY MESH UH-28
TYP. FIELD LOCATE COORDINATE
WITH UHI CONSTRUCTION
REPRESENTATIVE
"J" MOLD
UH - 06
ANGELE TRIM
UH - 03
"D" PANEL
UH - 01
ANGELE JAMP
TRIM UH - 12
ROLL UP
DOOR UH - 04
KICK PLATE
UH - 05
ANGLE HEAD
TRIM UH - 12H
BOTTOM OF
STRUCTURE ABOVE
SWING DOOR AND
HARDWARE UH - 16
6A TYP.6B TYP.
6B TYP.6B TYP.6A TYP.6B TYP.
7A TYP.
6B
6B
6B6B
1 2 3 1
1 2 3 1
A9.10
6 sim
A9.10
6 sim
TOP ANGLE
UH - 07
1/4" = 1'-0"
SCALEFLOOR PLAN AND NOTES 1
1/4" = 1'-0"
SCALEAISLE PANEL ELEVATION 2
1/4" = 1'-0"
SCALEPANEL LAYOUT ELEVATION 4
1/4" = 1'-0"
SCALEINTERIOR DIVIDING PANEL ELEVATION 5
3/4" = 1'-0"
SCALESECTION AT SWING DOOR 6
1/4" = 1'-0"
SCALEAISLE DOOR ELEVATION 7
1/4" = 1'-0"
SCALEINTERIOR AISLE PANEL ELEVATION 8
3/4" = 1'-0"
SCALESECTION AT ROLL UP DOOR 9
A9.10
4 sim
AISLE
-
AISLE
AISLE
CONC. FLOOR
FINISHED FLOOR
0'
-
1
0
"
0'
-
1
0
"
STORAGE
UNIT
CEILING FINISH OR BOTTOM
OF STRUCTURE ABOVE
2½ " CEE UH-08a HORIZ. @ MID
- SPAN OR 60" O.C. (MAX.) W/
ANGLE CLIP UH - 33 (BOTH
ENDS)
'D' PANEL UH- 01 W/ #8 SCREW
UH-38 @ BOT. ANGLE, MID-SPAN CEE
& TOP ANGLE @ 18" O.C. ON 2½ " CEE
UH-08a VERT. @ 60" O.C. (MAX)
KICK PLATE UH-05 1" A.F.F.
W/ 1/8" Ø RIVETS UH-35 @
24" O.C. TOP & BOT.
BOT. ANGLE UH-07 W/ UH-39
@ ¾" HILTI PINS (MAX.) & 6"
16" O.C. FROM END (MAX.)
'J' MOLD UH - 06
TOP ANGLE UH - 07
JAMB STUD UH - 10
'D' PANEL UH-01 W/ #8 SCREW
UH-38 @ BOT. ANGLE & TOP
ANGLE @ 18" O.C. ON 2½" CEE
UH-08a VERT. @ 60" O.C. (MAX)
2½" CEE UH-08a HORIZ.
W/ ANGLE CLIP UH-33
(BOTH ENDS)
ANGLE JAMB TRIM UH-12H UH-38
W/#8 SCREWS NO FASTENERS IN
FACE OF TRIM (TYP.)
STORAGE
UNIT
DOOR UH - 16
'J' MOLD UH - 06
TOP ANGLE UH - 07
JAMB STUD UH - 10
CEILING FINISH OR
BOTTOM OF
STRUCTURE ABOVE
STORAGE
UNIT
'D' PANEL UH - 01 W/ #8 SCREW UH - 38
@ BOT. ANGLE MID-SPAN CEE & TOP
ANGLE @ 18" O.C. ON 2½" CEE UH-08a
VERT. @ 60" O.C. (MAX)
2½" CEE UH-08a HORIZ. W/ ANGLE
CLIP UH - 33 (BOTH ENDS)
ANGLE HEAD TRIM UH-12a UH - 38
W/#8 SCREWS NO FASTENERS IN
FACE OF TRIM (TYP.)
ROLL UP DOOR UH - 04
REFER TO SHEET A7.1 FOR
DOOR TYPES AND RELATED
NOTES.
SEE LOCKER PARTS LIST ON
SEE DOOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS
FOR ADDITIONAL
INFORMATION.
REFER TO SHEET A2.1 FOR
WALL TYPES AND RELATED
INFORMATION.
THIS FLOOR PLAN IS FOR
ILLUSTRATION PURPOSES
ONLY. REFER TO
ARCHITECTURAL PLANS FOR
ACTUAL FLOOR PLAN & WELL
TYPES.
BG
DZ
SINGLE LEVEL LOAD
BEARING STORAGE
ASSEMBLY
A9.1
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
1 1/2" = 1'-0"
SCALEUH-01 1
1 1/2" = 1'-0"
SCALEUH-02 2
2'-8"
3'-0"
5
8"
3
4"
3" = 1'-0"
SCALEUH-20 27
3" = 1'-0"
SCALEUH-26 26 3" = 1'-0"
SCALEUH-14 18
3" = 1'-0"
SCALEUH-14 18
3" = 1'-0"
SCALEUH-05 4
6"
4"
3 4"3 4"
312"
23 8"
8"
5
8"
5
8"
12"
11
"
12"
15°
15°
6"
4"
3 4"3 4"
0' - 4"
0'
-
3
"
ø 0' - 0
1
/
2
"
6" = 1'-0"
SCALEUH-11 13
6" = 1'-0"
SCALEUH-12 14
6" = 1'-0"
SCALEUH-012H 15 6" = 1'-0"
SCALEUH-0Ba 8 6" = 1'-0"
SCALEUH-03 3
6" = 1'-0"
SCALEUH-09 9
6" = 1'-0"
SCALEUH-100 106" = 1'-0"
SCALEUH-12M 166" = 1'-0"
SCALEUH-18 236" = 1'-0"
SCALEUH-30 306" = 1'-0"
SCALEUH-41 38
6" = 1'-0"
SCALEUH-42 39 6" = 1'-0"
SCALEUH-33 31 6" = 1'-0"
SCALEUH-201 24 6" = 1'-0"
SCALEUH-13 13 6" = 1'-0"
SCALEUH-10 11 6" = 1'-0"
SCALEUH-06 5
6" = 1'-0"
SCALEUH-11M 126" = 1'-0"
SCALEUH-202 256" = 1'-0"
SCALEUH-43 40
6" = 1'-0"
SCALEUH-44 41
6" = 1'-0"
SCALEUH-45 42
6" = 1'-0"
SCALEUH-07 6
6" = 1'-0"
SCALEUH-15 20 6" = 1'-0"
SCALEUH-08 7
6" = 1'-0"
SCALEUH-17 226" = 1'-0"
SCALEUH-22 29
1/4" = 1'-0"
SCALEUH-016 216" = 1'-0"
SCALEUH-21 281" = 1'-0"
SCALEUH-39 36
6" = 1'-0"
SCALEUH-40 37
6" = 1'-0"
SCALEUH-35 32
1" = 1'-0"
SCALEUH-38 35
1" = 1'-0"
SCALEUH-37 34
1" = 1'-0"
SCALEUH-39 33
3"
2"
1"
3
8"
212"
12"
13 4"
15°
14"
1
5
°
15
8"
212"
5 16"5 16"
212"
12"
212"
15°
12"
15°
13
8"
212"
5 16"5 16"
3"
13 4"14"
1
5
°
212"
4"
5 8"5 8"
3"
414"
112"
15 8"
14"
212"
4"
3 4"
112"
4"
1"
212"
2"
1"
3
8"
2"
2"
1"
3 4"
112"
14"
1"
13 16"
3"
212"
12"
212"
15°
12"
15
°
618"
218"
214"
1"
1"
3
8"
33
4"
414"
212"
212"
3 4"
3
4"
4"
3 4"
114"
212"
2"
414"
13
4"
1"
3 8"
2"
112"
PARTS LIST
PART
UH-01
UH-02
UH-03
UH-04
UH-04a
UH-05
UH-06
UH-07
UH-08
UH-08a
UH-09
UH-10
UH-11
UH-11M
UH-12
UH-12H
UH-12M
UH-13
UH-14
UH-14M
UH-15
UH-16
UH-17
UH-18
UH-19
UH-20
UH-21
UH-22
UH-23
UH-23a
UH-24
UH-25
UH-26
UH-27
UH-28
UH-29
UH-30
UH-31
UH-32
UH-33
UH-34
UH-35
UH-36
UH-37
UH-38
UH-39
UH-39a
UH-40
UH-41
UH-42
UH-43
UH-44
UH-45
UH-46
UH-48
UH-49
UH-50
UH-51
UH-52
UH-53
UH-100
UH-200
UH-201
UH-202
NOTE:
NOT ALL PARTS ARE SHOWN. SEE PARTS LIST FOR ALL PART INFORMATION
#DESCRIPTION
32" WIDE x 26 GA. D-PANEL (VERTICAL HALLWAY PANEL)
36" WIDE x 29 GA. U-PANEL (HORIZONTAL PANEL)
3"x3"x18 GA. ANGLE TRIM (OUTSIDE CORNER)
(#650) ROLL UP DOOR, ALUM. BOT. BAR,U-HAUL PUNCHED GUIDES & HDWR. - SIZE PER PLAN (NOT SHOWN)
(#501) ROLL UP DOOR, ALUM. BOT. BAR,U-HAUL PUNCHED GUIDES & HDWR. - SIZE PER PLAN (NOT SHOWN)
12" HIGH x 18 GA. KICK PLATE
3"x3/4" x1"x20 GA.J-MOLD TRIM
2"x2" x20 GA. ANGLE
LF-2 1/2"x1 5/8"x5/16"x20 GA. CEE
LF-2 1/2"x1 3/8"x5/16"x20 GA. CEE
LF-1 5/8"x1 1/2"x1/4"x18 GA. CHANNEL SECTION(CS-1)
LF-4"x1 1/2"x1"x16 GA. PRESS BREAK CEE (DOOR JAMB STUD)
3"x2"x20 GA. ANGLE TRIM w/ DOOR STOP ANGLE (LEFT JAMB,RIGHT JAMB, HEAD w/ EDGE GUARD)
2 1/2"x2"x20 GA. ANGLE TRIM w/ DOOR STOP ANGLE (LEFT JAMB,RIGHT JAMB, HEAD w/ EDGE GUARD)
3"x2 1/4"x20 GA. ANGLE JAMB TRIM (LEFT JAMB AND RIGHT JAMB TRIM AT ROLL-UP)
3"x2 "x20 GA. ANGLE HEAD TRIM (HEADER TRIM)
3'-4" WIDE x6 1/8" TALL x20 GA. HORIZ. MULLION TRIM w/ PLASTIC EDGE GUARD (STACKED LOCKERS)
3"x3 "x20 GA. ANGLE TRIM (INSIDE CORNER)
LF-6"x4"x3/4"x16 GA. CEE (FLOOR DECK @ SC10 & STACKED LOCKER)
LF-8"x4"x3/4"x16 GA. MOD CEE ( MODIFIED FLOOR DECK @ SC10 & STACKED LOCKER)
LF-4"x2 1/2"x5/8"x16 GA. CEE (LOAD BEARING STUD)
FLUSH SWING DOOR w/ 501 & 502 LATCHES,DIAG.BRACING&HDWR.(SC10,STACKED LOCKER) -SIZE PER PLAN
LF-3"x4 1/4"IDx3"x16 GA. LOAD BEARING OPEN FACED CHANNEL(SEISMIC REGIONS)
LF-4 1/4"x3 3/4"x16 GA. LOAD BEARING BOTTOM ANGLE -LLH
3 1/2" WIDEx16 GA. FLAT STOCK (CROSS BRACING)
8CS 2.5x059 CEE OR APPROVED EQUAL- STAIR HEADER(SC10)
LFx1 1/4"x2 1/2"x1 1/4"x20 GA. OPEN FACED CHANNEL (PONY WALL @SC10)
2"x4 1/4"IDx2"x120"x24 GA. OPENED FACED CHANNEL CAP TRIM (PONY WALL CAP TRIM @SC10
DISPLAY DOOR, STANDARD MOUNT,FIXED,ALUM.BOT.BAR,LATCHES(MATCH STORAGE DOORS),UH-12 TRIMS AND
HDWR.-SIZE PER PLAN
DISPLAY DOOR, SURFACE MOUNT,FIXED,ALUM.BOT.BAR,LATCHES(MATCH STORAGE DOORS),COLOR MATCHED TRIMS
& HDWR.-SIZE PER PLAN
EXTERIOR FILLER/HEADER PANEL w/ TRIMS AND HARDWARE -SIZE PER PLAN
EXTERIOR FILLER/HEADER PANEL (WIDE RATED) w/ TRIMS,HDWR. & STEEL FOR HEADER -SIZE PER PLAN
(#750)COMMERCIAL ROLL UP DOOR, CHAIN FALL OPERATION,ALUM.BOT.BAR, U-HAUL PUNCHED GUIDES & HDWR.-SIZE
PER PLAN
(#750)COMMERCIAL ROLL UP DOOR,(EXT.WIND RATED),WINDSOCKS,ALUM.BOT.BAR, U-HAUL PUNCHED GUIDES &
HDWR.-SIZE PER PLAN -NOT SHOWN
NOT USED
PREFABRICATED STEEL STAIRS w/ DIAMOND PLATE TREADS &RISERS. w/ HANDRAILS (SC10)(NOT SHOWN)
1 3/4"x1"x20 GA. ANGLE - VERTICAL SWING DOOR STOP w/ HEMMED EDGE & RIVETS.(CS10 & STACKED LOCKERS)
PLASTIC EDGE GUARD (CS10, STACKED LOCKERS)
SCREW TIP COVERS (INTERIOR STORAGE) - NOT SHOWN
2"x1 1/2"x1 3/8" ANGLE CLIP (SIMPSON A21 OR EQUAL)
NOT USED
1/8" DIA. RIVETS (3/8" TO 1/2" LONG)
1/8" DIA. RIVETS (3/8" TO 1/2" LONG)
#12 x 3/4" SDS
#8 x 3/4" SDS
0.145 DIA. POWER - DRIVEN PINS (3/4 MINIMUM EMBED) OR APPROVED EQUAL
X-GN 27 MX COMBO; 1/8"x1 1/16" (3mm x 27mm) HILTI PINS (OR EQUAL) & SHOTS (SEISMIC LOCATIONS)
0.145 DIA. x 4" POWER - DRIVEN PINS (1 1/2" MINIMUM EMBED) OR APPROVED EQUAL
3/8" DIA. x 4" LONG ANCHORS (SIMPSON TITAN OR EQUAL, SEISMIC LOCATIONS)
3" x 4" x 1/4" PLATE WASHER WITH (1) 1/2" DIA. HOLE PUNCHED IN CENTER ( SEISMIC LOCATIONS)
1/2" x1" BOLTS (SC10 STAIRS)
1/2" NUT (SC10 STAIRS)
1/2" WASHER (SC10 STAIRS)
RATCHET TENSION DEVICE (ROLL UP DOORS) -NOT SHOWN
CADMIUM PLATED R.U.D. LATCH - PARTS ORDER ONLY - FIELD INSTALL -NOT SHOWN
STAINLESS STEEL R.U.D. LATCH - PARTS ORDER ONLY - FIELD INSTALL -NOT SHOWN
STAINLESS STEEL R.U.D. LATCH - FACTORY INSTALL - NEW CONSTRUCTION - SHOWN ON UH-04
501 AND 502 SWING DOOR LATCHES w/ HDWR. ( ALL NEW CONSTRUCTION ) - NOT SHOWN
7' TALL, #650 UNIVERSAL R.U.D. GUIDES x PAIR, PRE-PUNCHED FOR DOOR CONTACTS - NOT SHOWN
7' TALL, #650 UNIVERSAL R.U.D. GUIDES x PAIR, PRE-PUNCHED FOR DOOR CONTACTS - NOT SHOWN
LF-18 GA. PRESS BREAK CEE (DOOR JAMB STUD FOR SC-10 SWING DOOR ONLY)
LF-18 GA. PRESS BREAK CEE (DOOR JAMB STUD ASSEMBLY FOR SINGLE LEVEL SWING DOOR ONLY)
18 GA. PRESS BREAK SWING DOOR JAMB ASSEMBLY PIECE
18 GA. PRESS BREAK SWING DOOR JAMB ASSEMBLY PIECE
FINISH
HIGH GLOSS WHITE
GALVALUME
GALVANIZED
URGENT ORANGE /
SIERRA SUNSET
URGENT ORANGE /
SIERRA SUNSET
GALVANIZED
HIGH GLOSS WHITE
GALVANIZED
GALVANIZED
GALVANIZED
GALVANIZED
GALVANIZED
HIGH GLOSS WHITE
HIGH GLOSS WHITE
HIGH GLOSS WHITE
HIGH GLOSS WHITE
HIGH GLOSS WHITE
GALVANIZED
GALVANIZED
GALVANIZED
URGENT ORANGE /
SIERRA SUNSET
GALVANIZED
GALVANIZED
GALVANIZED
GALVANIZED
GALVANIZED
GALVANIZED
HIGH GLOSS WHITE
URGENT ORANGE /
SIERRA SUNSET
URGENT ORANGE /
SIERRA SUNSET
URGENT ORANGE /
SIERRA SUNSET
URGENT ORANGE /
SIERRA SUNSET
URGENT ORANGE /
SIERRA SUNSET
GALVANIZED
GRAY
GRAY (P3)
GRAY
GRAY
WHITE OR GRAY
GALVANIZED
GALVANIZED
ZINC COATED
HIGH GLOSS WHITE
HIGH GLOSS WHITE
GALVANIZED
ZINC COATED
ZINC COATED
ZINC COATED
ZINC COATED
PRIMED
ZINC COATED
ZINC COATED
ZINC COATED
STEEL
CADMIUM
STAINLESS STEEL
STAINLESS STEEL
ZINC COATED
GALVANIZED
GALVANIZED
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
STORAGE
LOCKER COMPONENTS
A9.7
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
1 1/2" = 1'-0"
SCALEUH-01 1
1 1/2" = 1'-0"
SCALEUH-02 2
2'-8"
3'-0"
5
8"
3
4"
3" = 1'-0"
SCALEUH-20 27
3" = 1'-0"
SCALEUH-26 26 3" = 1'-0"
SCALEUH-14 18
3" = 1'-0"
SCALEUH-14 18
3" = 1'-0"
SCALEUH-05 4
6"
4"
3 4"3 4"
312"
23 8"
8"
5
8"
5
8"
12"
11
"
12"
15°
15°
6"
4"
3 4"3 4"
0' - 4"
0'
-
3
"
ø 0' - 0
1
/
2
"
6" = 1'-0"
SCALEUH-11 13
6" = 1'-0"
SCALEUH-12 14
6" = 1'-0"
SCALEUH-012H 15 6" = 1'-0"
SCALEUH-0Ba 8 6" = 1'-0"
SCALEUH-03 3
6" = 1'-0"
SCALEUH-09 9
6" = 1'-0"
SCALEUH-100 106" = 1'-0"
SCALEUH-12M 166" = 1'-0"
SCALEUH-18 236" = 1'-0"
SCALEUH-30 306" = 1'-0"
SCALEUH-41 38
6" = 1'-0"
SCALEUH-42 39 6" = 1'-0"
SCALEUH-33 31 6" = 1'-0"
SCALEUH-201 24 6" = 1'-0"
SCALEUH-13 13 6" = 1'-0"
SCALEUH-10 11 6" = 1'-0"
SCALEUH-06 5
6" = 1'-0"
SCALEUH-11M 126" = 1'-0"
SCALEUH-202 256" = 1'-0"
SCALEUH-43 40
6" = 1'-0"
SCALEUH-44 41
6" = 1'-0"
SCALEUH-45 42
6" = 1'-0"
SCALEUH-07 6
6" = 1'-0"
SCALEUH-15 20 6" = 1'-0"
SCALEUH-08 7
6" = 1'-0"
SCALEUH-17 226" = 1'-0"
SCALEUH-22 29
1/4" = 1'-0"
SCALEUH-016 216" = 1'-0"
SCALEUH-21 281" = 1'-0"
SCALEUH-39 36
6" = 1'-0"
SCALEUH-40 37
6" = 1'-0"
SCALEUH-35 32
1" = 1'-0"
SCALEUH-38 35
1" = 1'-0"
SCALEUH-37 34
1" = 1'-0"
SCALEUH-39 33
3"
2"
1"
3
8"
212"
12"
13 4"
15°
14"
1
5
°
15
8"
212"
5 16"5 16"
212"
12"
212"
15°
12"
15°
13
8"
212"
5 16"5 16"
3"
13 4"14"
1
5
°
212"
4"
5 8"5 8"
3"
414"
112"
15 8"
14"
212"
4"
3 4"
112"
4"
1"
212"
2"
1"
3
8"
2"
2"
1"
3 4"
112"
14"
1"
13 16"
3"
212"
12"
212"
15°
12"
15
°
618"
218"
214"
1"
1"
3
8"
33
4"
414"
212"
212"
3 4"
3
4"
4"
3 4"
114"
212"
2"
414"
13
4"
1"
3 8"
2"
112"
PARTS LIST
PART
UH-01
UH-02
UH-03
UH-04
UH-04a
UH-05
UH-06
UH-07
UH-08
UH-08a
UH-09
UH-10
UH-11
UH-11M
UH-12
UH-12H
UH-12M
UH-13
UH-14
UH-14M
UH-15
UH-16
UH-17
UH-18
UH-19
UH-20
UH-21
UH-22
UH-23
UH-23a
UH-24
UH-25
UH-26
UH-27
UH-28
UH-29
UH-30
UH-31
UH-32
UH-33
UH-34
UH-35
UH-36
UH-37
UH-38
UH-39
UH-39a
UH-40
UH-41
UH-42
UH-43
UH-44
UH-45
UH-46
UH-48
UH-49
UH-50
UH-51
UH-52
UH-53
UH-100
UH-200
UH-201
UH-202
NOTE:
NOT ALL PARTS ARE SHOWN. SEE PARTS LIST FOR ALL PART INFORMATION
#DESCRIPTION
32" WIDE x 26 GA. D-PANEL (VERTICAL HALLWAY PANEL)
36" WIDE x 29 GA. U-PANEL (HORIZONTAL PANEL)
3"x3"x18 GA. ANGLE TRIM (OUTSIDE CORNER)
(#650) ROLL UP DOOR, ALUM. BOT. BAR,U-HAUL PUNCHED GUIDES & HDWR. - SIZE PER PLAN (NOT SHOWN)
(#501) ROLL UP DOOR, ALUM. BOT. BAR,U-HAUL PUNCHED GUIDES & HDWR. - SIZE PER PLAN (NOT SHOWN)
12" HIGH x 18 GA. KICK PLATE
3"x3/4" x1"x20 GA.J-MOLD TRIM
2"x2" x20 GA. ANGLE
LF-2 1/2"x1 5/8"x5/16"x20 GA. CEE
LF-2 1/2"x1 3/8"x5/16"x20 GA. CEE
LF-1 5/8"x1 1/2"x1/4"x18 GA. CHANNEL SECTION(CS-1)
LF-4"x1 1/2"x1"x16 GA. PRESS BREAK CEE (DOOR JAMB STUD)
3"x2"x20 GA. ANGLE TRIM w/ DOOR STOP ANGLE (LEFT JAMB,RIGHT JAMB, HEAD w/ EDGE GUARD)
2 1/2"x2"x20 GA. ANGLE TRIM w/ DOOR STOP ANGLE (LEFT JAMB,RIGHT JAMB, HEAD w/ EDGE GUARD)
3"x2 1/4"x20 GA. ANGLE JAMB TRIM (LEFT JAMB AND RIGHT JAMB TRIM AT ROLL-UP)
3"x2 "x20 GA. ANGLE HEAD TRIM (HEADER TRIM)
3'-4" WIDE x6 1/8" TALL x20 GA. HORIZ. MULLION TRIM w/ PLASTIC EDGE GUARD (STACKED LOCKERS)
3"x3 "x20 GA. ANGLE TRIM (INSIDE CORNER)
LF-6"x4"x3/4"x16 GA. CEE (FLOOR DECK @ SC10 & STACKED LOCKER)
LF-8"x4"x3/4"x16 GA. MOD CEE ( MODIFIED FLOOR DECK @ SC10 & STACKED LOCKER)
LF-4"x2 1/2"x5/8"x16 GA. CEE (LOAD BEARING STUD)
FLUSH SWING DOOR w/ 501 & 502 LATCHES,DIAG.BRACING&HDWR.(SC10,STACKED LOCKER) -SIZE PER PLAN
LF-3"x4 1/4"IDx3"x16 GA. LOAD BEARING OPEN FACED CHANNEL(SEISMIC REGIONS)
LF-4 1/4"x3 3/4"x16 GA. LOAD BEARING BOTTOM ANGLE -LLH
3 1/2" WIDEx16 GA. FLAT STOCK (CROSS BRACING)
8CS 2.5x059 CEE OR APPROVED EQUAL- STAIR HEADER(SC10)
LFx1 1/4"x2 1/2"x1 1/4"x20 GA. OPEN FACED CHANNEL (PONY WALL @SC10)
2"x4 1/4"IDx2"x120"x24 GA. OPENED FACED CHANNEL CAP TRIM (PONY WALL CAP TRIM @SC10
DISPLAY DOOR, STANDARD MOUNT,FIXED,ALUM.BOT.BAR,LATCHES(MATCH STORAGE DOORS),UH-12 TRIMS AND
HDWR.-SIZE PER PLAN
DISPLAY DOOR, SURFACE MOUNT,FIXED,ALUM.BOT.BAR,LATCHES(MATCH STORAGE DOORS),COLOR MATCHED TRIMS
& HDWR.-SIZE PER PLAN
EXTERIOR FILLER/HEADER PANEL w/ TRIMS AND HARDWARE -SIZE PER PLAN
EXTERIOR FILLER/HEADER PANEL (WIDE RATED) w/ TRIMS,HDWR. & STEEL FOR HEADER -SIZE PER PLAN
(#750)COMMERCIAL ROLL UP DOOR, CHAIN FALL OPERATION,ALUM.BOT.BAR, U-HAUL PUNCHED GUIDES & HDWR.-SIZE
PER PLAN
(#750)COMMERCIAL ROLL UP DOOR,(EXT.WIND RATED),WINDSOCKS,ALUM.BOT.BAR, U-HAUL PUNCHED GUIDES &
HDWR.-SIZE PER PLAN -NOT SHOWN
NOT USED
PREFABRICATED STEEL STAIRS w/ DIAMOND PLATE TREADS &RISERS. w/ HANDRAILS (SC10)(NOT SHOWN)
1 3/4"x1"x20 GA. ANGLE - VERTICAL SWING DOOR STOP w/ HEMMED EDGE & RIVETS.(CS10 & STACKED LOCKERS)
PLASTIC EDGE GUARD (CS10, STACKED LOCKERS)
SCREW TIP COVERS (INTERIOR STORAGE) - NOT SHOWN
2"x1 1/2"x1 3/8" ANGLE CLIP (SIMPSON A21 OR EQUAL)
NOT USED
1/8" DIA. RIVETS (3/8" TO 1/2" LONG)
1/8" DIA. RIVETS (3/8" TO 1/2" LONG)
#12 x 3/4" SDS
#8 x 3/4" SDS
0.145 DIA. POWER - DRIVEN PINS (3/4 MINIMUM EMBED) OR APPROVED EQUAL
X-GN 27 MX COMBO; 1/8"x1 1/16" (3mm x 27mm) HILTI PINS (OR EQUAL) & SHOTS (SEISMIC LOCATIONS)
0.145 DIA. x 4" POWER - DRIVEN PINS (1 1/2" MINIMUM EMBED) OR APPROVED EQUAL
3/8" DIA. x 4" LONG ANCHORS (SIMPSON TITAN OR EQUAL, SEISMIC LOCATIONS)
3" x 4" x 1/4" PLATE WASHER WITH (1) 1/2" DIA. HOLE PUNCHED IN CENTER ( SEISMIC LOCATIONS)
1/2" x1" BOLTS (SC10 STAIRS)
1/2" NUT (SC10 STAIRS)
1/2" WASHER (SC10 STAIRS)
RATCHET TENSION DEVICE (ROLL UP DOORS) -NOT SHOWN
CADMIUM PLATED R.U.D. LATCH - PARTS ORDER ONLY - FIELD INSTALL -NOT SHOWN
STAINLESS STEEL R.U.D. LATCH - PARTS ORDER ONLY - FIELD INSTALL -NOT SHOWN
STAINLESS STEEL R.U.D. LATCH - FACTORY INSTALL - NEW CONSTRUCTION - SHOWN ON UH-04
501 AND 502 SWING DOOR LATCHES w/ HDWR. ( ALL NEW CONSTRUCTION ) - NOT SHOWN
7' TALL, #650 UNIVERSAL R.U.D. GUIDES x PAIR, PRE-PUNCHED FOR DOOR CONTACTS - NOT SHOWN
7' TALL, #650 UNIVERSAL R.U.D. GUIDES x PAIR, PRE-PUNCHED FOR DOOR CONTACTS - NOT SHOWN
LF-18 GA. PRESS BREAK CEE (DOOR JAMB STUD FOR SC-10 SWING DOOR ONLY)
LF-18 GA. PRESS BREAK CEE (DOOR JAMB STUD ASSEMBLY FOR SINGLE LEVEL SWING DOOR ONLY)
18 GA. PRESS BREAK SWING DOOR JAMB ASSEMBLY PIECE
18 GA. PRESS BREAK SWING DOOR JAMB ASSEMBLY PIECE
FINISH
HIGH GLOSS WHITE
GALVALUME
GALVANIZED
URGENT ORANGE /
SIERRA SUNSET
URGENT ORANGE /
SIERRA SUNSET
GALVANIZED
HIGH GLOSS WHITE
GALVANIZED
GALVANIZED
GALVANIZED
GALVANIZED
GALVANIZED
HIGH GLOSS WHITE
HIGH GLOSS WHITE
HIGH GLOSS WHITE
HIGH GLOSS WHITE
HIGH GLOSS WHITE
GALVANIZED
GALVANIZED
GALVANIZED
URGENT ORANGE /
SIERRA SUNSET
GALVANIZED
GALVANIZED
GALVANIZED
GALVANIZED
GALVANIZED
GALVANIZED
HIGH GLOSS WHITE
URGENT ORANGE /
SIERRA SUNSET
URGENT ORANGE /
SIERRA SUNSET
URGENT ORANGE /
SIERRA SUNSET
URGENT ORANGE /
SIERRA SUNSET
URGENT ORANGE /
SIERRA SUNSET
GALVANIZED
GRAY
GRAY (P3)
GRAY
GRAY
WHITE OR GRAY
GALVANIZED
GALVANIZED
ZINC COATED
HIGH GLOSS WHITE
HIGH GLOSS WHITE
GALVANIZED
ZINC COATED
ZINC COATED
ZINC COATED
ZINC COATED
PRIMED
ZINC COATED
ZINC COATED
ZINC COATED
STEEL
CADMIUM
STAINLESS STEEL
STAINLESS STEEL
ZINC COATED
GALVANIZED
GALVANIZED
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
STORAGE
LOCKER COMPONENTS
A9.7
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
4" CEE UH-15 @ CORR
(2) #10 SCREW UH-37
3" = 1'-0"
SCALELB PARITITON AT OUTSIDE 13" = 1'-0"
SCALELB PARITITON AT AISLE 4
3" = 1'-0"
SCALENLB DIVIDING WALL 5
3" = 1'-0"
SCALELB PARTITION AT AISLE AT DIV PANEL 6
3" = 1'-0"
SCALELB PARITITON AT INT WALL AT INSIDE CORNER 2
3" = 1'-0"
SCALELB PARITITON AT INSIDE CORNER AT AISLE 33" = 1'-0"
SCALESC-10 UPPER LOCKER FLOOR AT END WALL 10
3" = 1'-0"
SCALELB PARTITION AT INT WALL AT OH DOOR JAMB 9
3" = 1'-0"
SCALELB PARTITION AT INT WALL AT SWING DOOR JAMB 8
3" = 1'-0"
SCALELB PARTITION AT INT WALL AT DIV PANEL 7
BOT. ANGLE UH-07 W/ 3
4"
HILTI PINS UH-39 @ 16"
O.C. (MAX.) & 6" FROM
END (MAX.)
'U' PANEL UH-02 w/ # 10
SCREW UH-37 @ BOT.
ANGLE, VERT CEE & TOP
CHANNEL PER STRUCT.
'U' PANEL UH-02 w/ # 10
SCREW UH-37 @ BOT.
ANGLE, & TOP ANGLE @
18" O.C. & VERT. CEE @
24" O.C.
2 1
2" CEE UH-08 @ 60"
O.C. (MAX)
ANGLE TRIM UH-13 w/ 1
8"
DIA RIVETS UH-36 @ 24"
O.C. EA. FACE (TYP)
BOT. ANGLE UH-18 w/
3
4" HILTI PINS UH-39
'D' PANEL UH-01 W/ #8
SCREW UH-38 @ BOT.
ANGLE & TOP ANGLE @
18" O.C.
'D' PANEL UH-01 w/ #8
SCREW UH-38 @ BOT.
ANGLE & TOP ANGLE @
18" O.C.
ANGLE TRIM UH-13 w/ 1/8"Ø
RIVETS UH-36 @ 24" O.C. EA.
FACE (TYP.)
4" CEE UH-15
KICK PLATE UH-05
1" A.F.F w/ 1/8" Ø
RIVETS UH-35 @ 24"
O.C. TOP @ BOT.
'D' PANEL UH-01 w/ #8
SCREW UH-38 @ BOT.
ANGLE,MID-SPAN & 'J'
MOLD . ON 4" CEE
UH-15 VERT.
BOT. ANGLE UH-18 w/
POWDER DRIVEN PINS
UH-39 .
(2) #10 SCREW
UH-37
2 1/2" CEE UH-08 @
60" O.C. (MAX.)
ANGLE TRIM UH-13 w/ 1/8"Ø
RIVETS UH-36 @ 24" O.C. EA.
FACE (TYP.)
KICK PLATE UH-05
1" A.F.F w/ 1/8" Ø
RIVETS UH-35 @ 24"
O.C. TOP @ BOT.
BOT. ANGLE UH-18 w/
3/4" HILTI PINS UH-39
BOT. ANGLE UH-07 w/ 3/4"
HILTI PINS UH-39 @16" O.C.
(MAX.) & 6" FROM END
(MAX.)
'D' PANEL UH-01 w/ #8
SCREW UH-38 @ BOT.
ANGLE & TOP ANGLE @
18" O.C.
(2) #10 SCREW
UH-37
KICK PLATE UH-05
1" A.F.F w/ 1/8" Ø
RIVETS UH-35 @ 24"
O.C. TOP @ BOT.
BOT. ANGLE UH-18 w/
3/4" POWDER DRIVEN
PINS UH-39
'U' PANEL UH-02 w/ #
10 SCREW UH-37
@BOT. ANGLE & TOP
ANGLE @ 18" O.C
2 1/2" CEE UH-08 @
60" O.C.(MAX.) w/
(2) #10 SCREW
UH-37 @ TOP &
BOT. ANGLE
BOT. ANGLE UH-07 w/
3/4" HILTI PINS UH-39
@ 16" O.C. (MAX.) &
6"FROM END (MAX.)
'U' PANEL UH-02 w/
#12 SCREW UH-37
@ BOT. ANGLE &
TOP ANGLE @18"
O.C
'D' PANEL UH-01 w/ #8
SCREW UH-38 @ BOT.
ANGLE MID-SPAN CEE &
TOP ANGLE @18" O.C. ON
2 1/2" CEE UH-08a VERT.
@ 60" O.C.(MAX.)
4" CEE UH-15
@ CORR
KICK PLATE UH-05
1" A.F.F w/ 1/8" Ø
RIVETS UH-35 @ 24"
O.C. TOP @ BOT.
BOT. ANGLE UH-07 w/ 3/4"
HILTI PINS UH-39 @16" O.C.
(MAX.) & 6" FROM END
(MAX.)
BOT. ANGLE UH-18 w/
POWDER DRIVEN PINS
UH-39 .
'U' PANEL UH-02 w/
#10 SCREW UH-37
@ BOT. ANGLE,
VERT. CEE & TOP
CHANNEL.
'U' PANEL UH-02 w/
#10 SCREW UH-37
@ BOT. ANGLE &
TOP ANGLE @18"
O.C & VERT. CEE @
24" O.C.
2 1/2" CEE UH-08 @
60" O.C. (MAX.)
BOT. ANGLE UH-07 w/ 3/4"
HILTI PINS UH-39 @16" O.C.
(MAX.) & 6" FROM END
(MAX.)
BOT. ANGLE UH-18 w/
3/4" POWDER DRIVEN
PINS UH-39
4" CEE UH-15
@ CORR
(2) #10 SCREW
UH-37
BOT. ANGLE UH-07 w/
POWDER DRIVEN PINS
UH-39 @16" O.C. (MAX.) & 6"
FROM END (MAX.)
'D' PANEL UH-01 w/ #8
SCREW UH-38 @ BOT.
ANGLE & TOP ANGLE
@18" O.C
ANGLE JAMB TRIM UH-12 w/
(4) #8 SCREWS UH-38 -NO
FASTENERS IN FACE OF TRIM
(TYP.)
4" CEE
UH-15 @
CORR
'U' PANEL UH-02 w/
#10 SCREW UH-37
@ BOT. ANGLE &
TOP ANGLE @18"
O.C
JAMB STUD UH-10 w/(2)
#SCREWS UH-37 @
BOT. ANGLE & TOP
ANGLE
BOT. ANGLE UH-07 w/
POWDER DRIVEN PINS
UH-39 @16" O.C. (MAX.) & 6"
FROM END (MAX.)
BOT. ANGLE UH-18
w/ POWDER DRIVEN
PINS UH-39
'D' PANEL UH-01 w/ #8
SCREW UH-38 @ BOT.
ANGLE & TOP ANGLE
@18" O.C
ANGLE JAMB TRIM UH-12 w/
(4) #8 SCREWS UH-38 -NO
FASTENERS IN FACE OF TRIM
(TYP.)
JAMB STUD UH-10 w/(2)
#SCREWS UH-37 @
BOT. ANGLE & TOP
ANGLE
BOT. ANGLE UH-07 w/ POWDER
DRIVEN PINS UH-39 @16" O.C.
(MAX.) & 6" FROM END (MAX.)
BOT. ANGLE UH-18
w/ POWDER DRIVEN
PINS UH-39
4" CEE
UH-15 @
CORR
'U' PANEL UH-02 w/
#10 SCREW UH-37
@ BOT. ANGLE &
TOP ANGLE @18"
O.C
2 1/2" CEE UH-08 @
60" O.C. (MAX.)
'D' PANEL UH-01 w/
#8 SCREW UH-38 @
BOT. ANGLE,
MID-SPAN & TOP
ANGLE @18" O.C.
ON 2 1/2" CEE & 'J'
MOLD ON 4" CEE
UH-15 @ 30" O.C.
(MAX.)
UH-18 L4 x 4 x 12GA x4'- 0" LONG
ABOVE OPENINGS ONLY. SEE PLAN
FOR ADDITIONAL INFORMATION
YOP CHANNEL UH-17 w/ (2) #10
SCREW UH-37 (ONE EA. FACE EA
STUD MIN.)
TOP ANGLE
UH-07
6" FLOOR CEE
UH-14
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
BG
DZ
TYPICAL LOAD
BEARING PARTITION
LOCKER DETAILS
A9.8
ARCHITECT LOGO:
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
0' - 2"
SWING DOOR
2 1/2" CEE UH-08a HORZ.
DOOR UH-16
'D'-PANEL
NOTE:
•
0' - 2 1/2"
JAMB STUD ASSEMBLY UH-200
0' - 4"
JAMB STUD AND HEADER STUDS SHALL BE INSTALLED
LEVEL AND PLUM.
1/2" TYP
ROLL-UP DOOR (R.U.D) GUIDE
0' - 0 3/4"
0' - 0 3/4"
40" CLEAR OPENING (3' -4" DOOR)
0'
-
2
1
/
2
"
0'
-
0
3
/
4
"
0'
-
1
1
/
2
"
JAMB STUD UH-10
BEYOND
'D' PANEL UH-01 w/
#8 SCREW UH-38
@BOT. ANGLE,
MID-SPAN CEE &
TOP ANGLE @ 18"
O.C. ON 2 1/2" CEE
UH-08a VERT. @
60" O.C.(MAX)
ANGLE CLIP UH-33 (BOTH ENDS)
ANGLE HEAD TRIM UH-12H
w/#8 SCREWS UH-38 - NO
FASTENERS IN FACE OF
TRIM (TYP.)
ROLL UP DOOR
UH-04
'D' -PANEL
UH-01
JAMB STUD UH-10 w/ (2) #12 SCREWS
UH-37 AT SIMPSON L30 CLIP @ BOT.
ANGLE & TOP ANGLE
1/4" x 3/4" SELF
DRILLING FASTENER
DOOR GUIDE
18 GA. GALV.
STEEL
R.U.D UH-04 SEE PLAN FOR
DOOR NUMBER & S7.1 FOR
DOOR INFORMATION
ANGLE JAMB UH-12
W/(4) #8 SCREWS UH-38
NO FASTENERS IN
FACE OF TRIM (TYP.)
96" CLEAR OPENING (8' -0" DOOR)
0' - 8 17/32"
NOTE:
SEE JANUS INT. MODEL INSTALLATION VIDEO AND
INTRUCTIONS FOR DOOR INSTALLATION • OUT TO OUT OF
DOOR GUIDE RAIL SHALL BE 1" LAGER THAN CURTAIN
WIDTH
ENGLE CLIP
UH-33
#10 SCREW
UH-37
2 1/2" CEE
UH-08
'D' PANEL UH-01 w/
#8 SCREW UH-38
@BOT. ANGLE,
MID-SPAN CEE &
TOP ANGLE @ 18"
O.C.
'D' PANEL UH-01 w/ #8
SCREW UH-38 @ BOT.
ANGLE MID-SPAN CEE &
TOP ANGLE @18" O.C. ON
2 1/2" CEE UH-08a VERT.
@ 60" O.C.(MAX.)
ANGLE TRIM UH-12H
w/ #8 SCREWS UH-38
-NO FASTENERS IN
FACE OF TRIM (TYP.)
JAMB STUD UH-100
OR UH-200 BEYOND
ANGLE CLIP UH-33
(BOTH ENDS)
2 1/2" CEE UH-08a
HORIZONTAL
DOOR STOP TRIM
UH-30 W/ RIVETS
UH-51 501 AND 502 SWING
DOOR LATCHES W/ HDWR.
JAMB STUD ASSEMBLY
UH-200 w/(2) #12 SCREWS
UH-37 AT SIMPSON L30 CLIP
@BOT. ANGLE & TOP
ANGLE
UH-202 18 GA
CFS BENT
PLATE FULL
HEIGHT
#12 SCREWS UH-37
TOP, BOT & MID-SPAN
DOOR STOP
UH-11
(2) #12 SCREWS UH-37 AT
SIMPSON L30 CLIP @ BOT.
ANGLE & TOP ANGLE
UH-201 18GA CFS BENT
PLATE. HEIGHT OF OPENING
UH-14
LF-6"x4"x3/4"x16
GA.CEE
UH-01
D-PANEL
(BEYOND)
6x6x20 GA.GALV CFS
PLATE ATTACHMENT TO
UNDERSIDE OF UH-14
w/(4) #10 SCREWS (1) AT
EACH CORNER OF PLATE
(4) #12 SCREWS UH-37 AT
SIMPSON L30 CLIP ANGLE
UH-100
JAMB STUD
ANGLE CLIP
UH-33
2 1/2" CEE
UH-08a
#12 SCREW
UH-37
2 1/2" CEE
UH-08a D-PANEL BEYOND
UH-01
TOP ANGLE
UH-07
'J' MOLD
UH-06
'D' PANEL
UH-01
UH-01
D-PANEL
(BEYOND)
JAMB STUD
UH-10
UH-14
LF-6"x4"x3/4"x16
GA.CEE
6x6x20 GA.GALV CFS PLATE
ATTACHMENT TO UNDERSIDE OF UH-14
w/(4) #10 SCREWS (1) AT EACH CORNER
OF PLATE TYP
(4) #12 SCREWS UH-37 AT SIMPSON
L30 CLIP ANGLE
1" = 1'-0"
SCALEROLL-UP AND SWING DOOR AT DIVIDING WALL 1
3" = 1'-0"
SCALEENLARGED ROLL-UP DOOR HEADER DETAIL 3
3" = 1'-0"
SCALEANGLE CLIP AT PARTITION WALL AT ANGLE 5
3" = 1'-0"
SCALEROLL-UP DOOR JAMB DETAIL 43" = 1'-0"
SCALESINGLE LEVEL SWING DOOR JAMB DETAILS 8
3" = 1'-0"
SCALEENLARGED SWING DOOR HEADER DETAIL 7
3" = 1'-0"
SCALEJAMB STUD ASSEMBLY TOP CONNECTION 6
3" = 1'-0"
SCALEJAMB STUD ASSEMBLY TOP CONNECTION 10
3" = 1'-0"
SCALEANGLE CLIP AT PARTITION WALL 11
3" = 1'-0"
SCALETOP ANGLE CONN AT AISLE SIDE 9
5
A9.4
JAMB STUD UH-10
ROLL UP DOOR UH-04
'D' PANEL UH-01
AT SINGLE LEVEL
8
A9.4
AT SC-10
'U' PANEL UH-02
MA
X
O
F
F
S
E
T
0'
-
0
1
/
4
"
SWING DOOR MAXIMUM
OFFSET WHEN CLOSED DETAIL
BOT. ANGLE UH-07
w/ 3/4" HILTI PINS
UH-39
'U' PANEL UH-02 w/ #
12 SCREW UH-37 @
BOT. ANGLE & TOP
ANGLE @ 18" O.C.
2 1/2" CEE
UH-08a @ 60"
O.C.(MAX.)
BOT. ANGLE UH-07
w/3/4" HILTI PINS UH-39
@16" O.C. (MAX.) & 6"
FROM END (MAX.)
SWING DOOR
ASSEMBLY UH-16
BG
DZ
TYPICAL LOCKER
DETAILS
A9.10
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
409 S. 8TH ST, STE 201
BOISE, ID 83702
P: 208-810-7745
STRUCTURAL NOTES
GENERAL
1. SPECIFICATIONS: FOR MORE COMPLETE INFORMATION SEE SPECIFICATIONS. WHERE
CONFLICTS BETWEEN THESE NOTES AND SPECIFICATIONS OCCUR, THE MORE STRINGENT OF
THESE SHALL TAKE PRECEDENCE.
2. THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS ARE RESPONSIBLE FOR
COORDINATION OF ALL ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL
AND PLUMBING WORK. IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER OF ANY
DISCREPANCIES OR CONFLICTS WITH OTHER TRADES.
3. DIMENSIONS: THE STRUCTURAL DRAWINGS SHALL BE CONSIDERED AS A PART OF THE
COMPLETE SET OF CONTRACT DRAWINGS, INCLUDING THE DRAWINGS OF ALL DISCIPLINES.
IT IS INTENDED THAT THE STRUCTURAL DRAWINGS WILL PROVIDE SUFFICIENT DIMENSIONS
TO LOCATE THE PRIMARY STRUCTURAL ELEMENTS AND MEMBERS. LOCATION OF
SECONDARY MEMBERS WHICH ARE AFFECTED BY SYSTEMS DETAILED BY OTHERS MAY
REQUIRE REFERENCE TO THE DRAWINGS OF OTHER DISCIPLINES AND LAYOUT AND
COORDINATION BY THE CONTRACTOR. IF DIRECT CONFLICT BETWEEN DIMENSIONS OF TWO
OR MORE DISCIPLINES IS ENCOUNTERED, SUCH CONFLICTS SHALL BE RESOLVED BY THE
ARCHITECT. DO NOT USE SCALED DIMENSIONS. USE WRITTEN DIMENSIONS OR WHERE
DIMENSIONS ARE NOT PROVIDED, CONSULT THE ARCHITECT FOR CLARIFICATIONS BEFORE
PROCEEDING WITH THE WORK IN QUESTION.
4. TYPICAL AND SIMILAR CONDITIONS: ALL CONCRETE IS REINFORCED, AND ALL STEEL
MEMBERS ARE CONNECTED TO IMMEDIATELY ADJACENT MEMBERS SHOWN ON THE PLANS
UNLESS SPECIFICALLY NOTED OTHERWISE. WHERE SPECIFIC DETAILS ARE NOT CALLED
OUT, TYPICAL DETAILS OR DETAILS SHOWN FOR SIMILAR CONDITIONS SHALL APPLY,
SUBJECT TO THE STRUCTURAL ENGINEERS APPROVAL.
5. SPECIAL CONDITIONS: REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, AND
ELECTRICAL DRAWINGS FOR LOCATION AND SIZE OF BLOCKOUTS, INSERTS, OPENINGS,
CURBS, HOUSEKEEPING PADS, DEPRESSIONS AND SLOPES NOT SHOWN ON THE STRUCTURAL
DRAWINGS.
6. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS,
SPECIFICATIONS, NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE
STRUCTURAL ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK.
7. THE CONTRACTOR MUST SUBMIT IN WRITING ANY REQUESTS FOR MODIFICATIONS TO THE
PLANS AND SPECIFICATIONS. SHOP DRAWINGS SUBMITTED TO THE STRUCTURAL ENGINEER
FOR REVIEW DO NOT CONSTITUTE "IN WRITING" UNLESS IT IS CLEARLY NOTED THAT
SPECIFIC CHANGES ARE BEING REQUESTED.
8. LOADS FROM CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED
FLOORS OR ROOFS. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER
SQUARE FOOT LISTED IN THE DESIGN CRITERIA. CONTRACTOR SHALL PROVIDE ADEQUATE
SHORING AND OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
9. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.
THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL
PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO BRACING AND
SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT AND MATERIALS.
10. DEFERRED SUBMITTALS: WHERE STRUCTURAL COMPONENTS ARE FULLY OR PARTIALLY
DESIGNED AND DETAILED BY THE SUPPLIER OR FABRICATOR, COMPLETE SHOP DRAWINGS
AND CALCULATIONS, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN
THE STATE WHERE THE PROJECT IS LOCATED, SHALL BE SUBMITTED TO THE STRUCTURAL
ENGINEER FOR REVIEW. IN ADDITION, A COPY OF THESE DOCUMENTS SHALL BE
SUBMITTED TO THE BUILDING OFFICIAL FOR APPROVAL IN ACCORDANCE WITH LOCAL
CODE BEFORE INSTALLATION.
GOVERNING CODES
IBC 2018
CODE REGULATION / REQUIREMENT
BUILDING CODE
CODE REFERENCE
ASCE 7-16MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
ACI 318-14BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
TMS 402-16BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES
AISC 360-16 &
AISC 341-16SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
AISI S240-15NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING -
GENERAL PROVISIONS
NDS-2018NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION
STRUCTURAL DESIGN CRITERIA
FLOOR DEAD LOAD
(psf)
LIVE LOAD
(psf)
CONCENTRATED LOAD
(lbs)
PER EQUIPMENT, 1000 MIN
300
125
100
50
50
SUSP. SLAB (LIGHT STORAGE)
STAIRS
DESIGN LOADS
CONSTRUCTION TYPE = V-B
RISK CATEGORY = II
ROOF DEAD LOAD
(psf)
LIVE LOAD
(psf)
FLAT ROOF 15 20 (SEE SNOW CRITERIA)
CONCENTRATED LOAD
(lbs)
(SEE PLAN)
SNOW
WIND
GROUND SNOW LOAD
FLAT-ROOF SNOW LOAD
SNOW EXPOSURE FACTOR
SNOW LOAD IMPORTANCE FACTOR
THERMAL FACTOR
Pg = 50 psf
Pf = 35 psf
Ce = 1.0
I = 1.0
Ct = 1.0
105 mph (3 SEC. GUST)
C
24.6 psf (END)
16.3 psf (INTERIOR)
-34.7 psf (ROOF, ZONE 1)
-46.1 psf (ROOF, ZONE 2)
-54.9 psf (ROOF, ZONE 3)
BASIC WIND SPEED
WIND EXPOSURE
MWFRS PRESSURE
COMPONENT AND CLADDING
DESIGN WIND PRESSURE
-26.0 psf (WALL, ZONE 4)
-39.0 psf (WALL, ZONE 5)
SEISMIC
Ie = 1.0
Ss = 0.370
S1 = 0.143
D
SDS = 0.371
SD1 = .221
D
FLAT STRAP X-BRACED WALLS & WOOD/METAL
SHEATHED SHEARWALLS
CS = 0.114 (ULTIMATE)
R = 3.25
EQUIVALENT LATERAL FORCE
SEISMIC IMPORTANCE FACTOR
MAPPED SPECTRAL RESPONSE
ACCELERATIONS
SITE CLASS
SPECTRAL RESPONSE COEFFICIENTS
SEISMIC DESIGN CATEGORY
BASIC SEISMIC LOAD RESISTING SYSTEM
(SLRS)
SEISMIC RESPONSE COEFFICENT
RESPONSE MODIFICATION FACTOR
ANALYSIS PROCEDURE USED
ASTM A615DEFORMED BARS 60
WELDED WIRE FABRIC (WWF)
ICC REPORT #2495
LAP / COUPLER SPLICE
CONCRETE REINFORCEMENT
REINFORCING STEEL
STANDARDLOCATION / USE OR TYPE GRADE (ksi)
ASTM A185 65
WELDABLE REINFORCING STEEL ASTM A706 60
PLAIN / SMOOTH BARS ASTM A615 60
DESCRIPTIONSPLICE TYPE
DS BAR-LOCK COUPLER BY
'DAYTON SUPERIOR'
REFERENCE
TYPICAL LAP SPLICE
COUPLER SPLICE
DETAIL, .LAP REINFORCING IN PLACE
NOTES:
1. COMPACTION REQUIREMENTS SHALL BE AS INDICATED IN THE GEOTECHNICAL REPORT.
2. FOR PIPING OR OTHER UTILITIES ALONGSIDE OR PENETRATING THROUGH FOUNDATION WALLS, RE: .
3. CONCRETE FOUNDATIONS AND SLABS ON GROUND SHALL BEAR ON DRY NATIVE SOIL OR ENGINEERED FILL, BOTH
WITH VERIFIED COMPACTION OF 98% PER STANDARD PROCTOR U.N.O. IN THE GEOTECHNICAL REPORT.
GEOTECHNICAL
STRUCTURAL DESIGN BASED ON:
OWNER ACCEPTED RECOMMENDATIONS
CONTAINED IN THE GEOTECHNICAL REPORT FROM:
MAXIMUM FOUNDATION SOIL BEARING PRESSURE USED
EXTERIOR FOOTINGS SHALL BE FOUNDED BELOW
THE ADJACENT FINISHED GROUND,
(MEASURED FROM BOTTOM OF FOOTING), A MINIMUM OF:
REPORT # / BY
1500 psf
30"
DATE
No. E212541g
ATLAS NOV 8, 2021
FOUNDATION AND SLAB
BASE REQUIREMENTS:
FOOTINGS: BEAR ON ENGINEERED FILL OR UNDISTURBED NATIVE SOILS.
SLABS: PLACE OVER 4" OF 3/4" MINUS CRUSHED BASE, OVER ENGINEERED FILL OR
UNDISTURBED NATIVE SOILS.
CONCRETE MIX DESIGN
MIN CEMENT &
W/C RATIO
(PER CUBIC YARD)
MIX DESIGN SHALL BE ESTABLISHED IN ACCORDANCE TO CHAPTER 5 OF ACI 318.
LOCATION / USE
OR TYPE
28 DAY
STRENGTH
ENTRAINED AIR
(3% MAX. IN NON-
AIR ENTRAINED
CONCRETE)
MAXIMUM SLUMP
* 2" to 4" SLUMP BEFORE
ADDITION OF PLASTICIZER
WITH
PLASTICIZER
CEMENT TYPE
- - -500 lbs. / 0.50 W/C 8" MAX.*
WALLS & FDN WALLS 8" MAX.*
8" MAX.*
FOOTINGS
FOUNDATIONS
SITE ELEMENTS
NO
PLASTICIZER
6% (± 11/2%)
4" (± 1")
4" (± 1")
4" (± 1")
f´c = 3500 psi
f´c = 3500 psi
f´c = 3500 psi
6% (± 11/2%)
500 lbs. / 0.45 W/C
500 lbs. / 0.50 W/C
I/II
I/II
I/II
INT. SLABS 6" MAX.f´c = 4000 psi- - -- - -
EXT. SLABS 6" MAX.
SLABS
8" MAX.*f´c = 4000 psi6% (± 11/2%)
520 lbs. / 0.53 W/C
520 lbs. / 0.50 W/C
I/II
I/II
REINFORCING CONCRETE COVER
NOTES:
1. SPECIAL INSPECTION IS REQUIRED. PROVIDE SPECIAL INSPECTION TO MEET LOCAL CODE REQUIREMENTS.
GENERAL CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE SPECIAL INSPECTOR PRIOR TO
POURING CONCRETE.
2. EMBEDDED ITEMS ARE TO BE CAST IN PLACE, TYPICAL. DO NOT WET SET ANY EMBEDDED ITEMS, U.N.O.
3. SECURE ALL REINFORCING IN POSITION WITH CHAIRS BEFORE CONCRETE PLACEMENT EXCEPT THAT CONCRETE
DOBIES MAY BE USED TO POSITION SLAB-ON-GRADE REINFORCEMENT. DOWELS SHALL BE TIED IN PLACE PRIOR
TO PLACING CONCRETE. DO NOT STAB OR "WET-SET" DOWELS. INSTALL AND SECURE ANCHOR BOLTS, EMBED
PLATES, ETC. WITHIN SPECIFIED TOLERANCES PRIOR CONCRETE PLACEMENT.
4. MECHANICALLY VIBRATE ALL CONCRETE PLACEMENTS, EXCEPT SLABS, GREATER THAN 5" THICK.
5. AT SLAB RE-ENTRANT CORNERS AND FLOOR PENETRATIONS, RE: .
6. ALL REBAR IN CONCRETE EXPOSED TO EARTH SHALL BE GALVANIZED.
MINIMUM CONCRETE COVER OVER REINFORCEMENTLOCATION / USE OR TYPE
1 1/2"
CONCRETE CAST AGAINST EARTH
CONCRETE EXPOSED TO EARTH OR WEATHER
3"
CONCRETE NOT EXPOSED TO EARTH OR WEATHER BEAMS AND COLUMNS:
3/4"
1 1/2"
SLABS AND WALLS:
#6 AND LARGER:
#5 AND SMALLER:
2"
MASONRY
MATERIALS & STANDARD REQUIREMENTS
USE RUNNING BOND EXCEPT AS NOTED.
2000 psiASTM C90CONCRETE
MASONRY UNITS
GROUT
STANDARDMATERIAL
ASTM C1019
MORTAR ASTM C270 - - -
OR
SPECIFIED COMPRESSIVE
STRENGTHTYPE
2000 psi
DENSITY SPECIFICATION
TYPE S
NORMAL WEIGHT > 125 pcf
LIGHTWEIGHT < 105 pcf
- - -
- - -
- - -
- - -
MASONRY REINFORCING STEEL
LOCATION / USE OR TYPE GRADE (ksi)STANDARD
ASTM A615 60
WELDABLE REINFORCING STEEL ASTM A706 60
PLAIN / SMOOTH BARS ASTM A615 60
ASTM A951 65
LADDER OR TRUSS WITH
PRE-FABRICATED CORNER &
TEE INTERSECTION UNITS
SIDE
CROSS
.1483"Ø
.1483"Ø
TYPICAL MASONRY REINFORCING STEEL
SIZEROD WIRE VERT. SPACING
16" O.C.
LOCATION / TYPE
JOINT REINFORCING STEEL
GRADE (ksi)STANDARD
f´m = 2000 psiASTM C1314MASONRY
PRISM/ASSEMBLY - - -
- - -
NOTES:
1. SPECIAL INSPECTION IS REQUIRED. PROVIDE SPECIAL INSPECTION TO MEET LOCAL CODE REQUIREMENTS.
GENERAL CONTRACTOR SHALL NOTIFY SPECIAL INSPECTOR A MINIMUM OF 48 HOURS PRIOR TO GROUTING
OPERATIONS.
2. THERE SHALL BE A MINIMUM OF (1) #5 ON ALL SIDES OF EVERY OPENING IN MASONRY WALLS, UNO. BARS SHALL
EXTEND NOT LESS THAN 24" BEYOND THE CORNER OF THE OPENING, TYPICAL.
3. ALL CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. GROUT SHALL BE A
WORKABLE MIXTURE SUITABLE FOR PUMPING WITHOUT SEGREGATION AND SHALL BE THOROUGHLY MIXED.
GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACING AND RECONSOLIDATED AFTER
EXCESS MOISTURE HAS BEEN ABSORBED, BUT BEFORE WORKABILITY IS LOST. THE GROUTING OF A WALL SHALL
BE COMPLETED IN ONE DAY WITH NO INTERRUPTIONS GREATER THAN ONE HOUR.
4. ALL REINFORCING SHALL BE PLACED PRIOR TO GROUTING. VERTICAL REINFORCING BARS SHALL BE HELD IN
POSITION AT THE TOP AND BOTTOM AND AT INTERVALS NOT FARTHER APART THAN 200 BAR DIAMETERS.
5. THERE SHALL BE A MINIMUM OF 1" OF GROUT ALL THE WAY AROUND ALL ANCHOR BOLTS.
6. ALL BEAM/JOIST/GIRDER POCKETS SHALL BE FILLED WITH GROUT AFTER ALL DEAD LOADS ARE IN PLACE.
7. SOLID GROUT BOTTOM 4'-0" OF CMU WALLS ABOVE FINISH FLOOR, TYP.
8. ALL CMU BELOW F.G. TO BE SOLID GROUTED.
ICC REPORT #2495
LAP / COUPLER SPLICE
DESCRIPTIONSPLICE TYPE
DS BAR-LOCK COUPLER BY
'DAYTON SUPERIOR'
REFERENCE
TYPICAL LAP SPLICE
COUPLER SPLICE
DETAIL, .LAP REINFORCING IN PLACE
JOINT REINFORCEMENT LAP - - -LAP JOINT REINFORCING 12" MIN.
ALL STEEL WORK SHALL CONFORM WITH AISC SPECIFICATIONS.
CONNECTIONS
ASTM A992WIDE FLANGE SHAPES
OTHER ROLLED SHAPES
NOTES:
1. SPECIAL INSPECTION IS REQUIRED. PROVIDE SPECIAL INSPECTION TO MEET LOCAL CODE REQUIREMENTS.
GENERAL CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOUR NOTICE TO SPECIAL INSPECTOR PRIOR TO ANY
FIELD WELDING OPERATIONS OR INSTALLATION OF HIGH STRENGTH BOLTS.
2. NON-SHRINK GROUT: ASTM C 1107, MINIMUM COMPRESSIVE STRENGTH OF 7,000 psi AT 28 DAYS. DAMP CURE OR
CHEMICAL CURE ALL NON-SHRINK GROUT PLACEMENTS PER MANUFACTURER'S RECOMMENDATIONS.
STEEL DECKING
STRUCTURAL AND MISCELLANEOUS STEEL
STEEL MEMBERS
STANDARD (U.N.O.)LOCATION / USE OR TYPE GRADE
ASTM A36
STRUCTURAL HSS TUBING ASTM A500 B
STEEL JOISTS* - - -
TYPELOCATION / USE FINISH
ROOF DECK PAINTED1-1/2" DGB-36 DECK
OPENING REINFORCEMENT
- - -
- - -
- - -
DESIGN REQUIREMENT / REFERENCE
UNIFORM AND CONCENTRATED LOADS / INDICATED
ON ROOF FRAMING PLAN AND ROOF NOTES
- - -
- - -
- - -
*JOIST DEPTH SHALL NOT EXCEED DEPTH INDICATED ON ROOF FRAMING PLAN.
MANUFACTURER
ASC PROFILES, INC.
GAUGE
20GA.
• ROOF DECK TO BE CONTINUOUS FOR 2 OR MORE SPANS.
• PROVIDE COPY OF ICC EVALUATION REPORT WITH ROOF DECK SHOP DRAWINGS.
• (EQUIVALENT ALTERNATES WILL BE ALLOWED UPON REQUEST WITH VALID ICC REPORT)
CONNECTION REFERENCE
DIAPHRAGM NOTES, RE: S3
• REINFORCE OPENINGS WITH ADDITIONAL METAL REINFORCEMENT AND CLOSURE PIECES AS REQUIRED FOR
STRENGTH, CONTINUITY OF DECKING AND SUPPORT OF OTHER WORK SHOWN.
RE: DETAILS , & .
LOCATION / USE STANDARD OR MFR.TYPE
1 ALL BOLT CONNECTIONS TO BE SNUG TIGHT EXCEPT BOLTS NOTED AS S.C. TO BE FULLY TIGHTENED PROVIDE LOAD
INDICATOR WASHERS AT ALL S.C. BOLTS.
2 AUTOMATICALLY END WELDED.
OPTION
STEEL TO STEEL
ASTM A325BOLTS 1
E70 ELECTRODESWELDS
- - -
E60 ELECTRODES
(ROOF DECK ATTACHMENT ONLY)
STEEL TO CONCRETE
ASTM A307BOLTS 1 - - -
HEADED SHEAR STUDS 2 'NELSON'
DIVISION OF TRW
HEADED CONCRETE ANCHORS
(HCA) 2
DEFORMED BAR ANCHORS
(DBA) 2 OR APPROVED EQUIVALENT
OR APPROVED EQUIVALENT
OR APPROVED EQUIVALENT
'NELSON'
DIVISION OF TRW
'NELSON'
DIVISION OF TRW
STUD WALL BLOCKING / BRIDGING
SHEATHING ATTACHMENT
LOCATION
TYPE
COLD FORMED STEEL
ALL INSTALLATION AND CONNECTIONS
SHALL FOLLOW THE LATEST EDITION OF THE AISI GUIDELINE RECOMMENDATIONS.
800T150-54
TOP & BOT. TRACK
CONTINUOUS
METAL TRACKS
800S162-54 STUDSSTRUCTURAL & EXTERIOR
STUD WALLS
1/8" FLARE WELD
#8 'TEK' SCREWSALL METAL WALLS 6" O.C.
#8 'TEK' SCREWSALL METAL ROOFS 6" O.C.
STRUCTURAL MEMBERS
DOUBLE STUDS AND HEADERS
SIZE
(U.N.O.)
USE OR TYPE
- - -
24" O.C.
STUD SPACING
(U.N.O.)
(2) ROWS @ 24" O.C.
CONT. L2x2 x 16GA. AT
EXPOSED SOFFIT EDGES
STITCH WELDED FULL LENGTH
#10 SCREWSSCREWED BACK TO BACK
2" @ 12" O.C.
MATCH STUD GAUGE MID WALL HEIGHT OR 8'-0" O.C. MAX.
4' - 0" O.C.LOAD BEARING & EXTERIOR WALLS
NON LOAD BEARING WALLS
ATTACHMENT TYPE ATTACHMENT SPACING
STUD WALLS
LOCATION
REQUIREMENT
ATTACHMENT OPTION
FASTENER TYPE
(U.N.O.)
PANEL EDGE SPACING
(U.N.O.)
12" O.C.
12" O.C.
FIELD SPACING
(U.N.O.)
VERTICAL SPACINGGAUGE
MATCH STUD GAUGE
• FOR FASTENER LAYOUT AND TYPICAL NOTES, RE:
• ALL EXTERIOR CFS WALLS ARE SHEARWALLS. BLOCK ALL PANEL EDGES AND PROVIDE PANEL EDGE ATTACHMENT.
CONT. L2x2 x 16GA. AT
EXPOSED SOFFIT EDGES
• BRIDGING IS NOT REQUIRED IF BOTH SIDES OF THE WALLS ARE SHEATHED FULL HEIGHT.
YIELD STRENGTH (MIN. / U.N.O.)
TYPICAL C.F.S. STRUCTURAL MEMBERS Fy = 50 (ksi)
LOCATION /
USE OR TYPE
CONNECTION
TYPE
CONNECTIONS
LOCATION /
USE OR TYPE
WELD SIZE
(MIN.)
WELD TYPE
(U.N.O.)
STANDARD
OR MFR.
FOLLOW MFR.
RECOMMENDATIONS- - -
E60 ELECTRODESC.F.S. TO C.F.S.FILLET
FLARE BEVEL
HARDWARE
WELDED
(U.N.O.)1/16"
1/8"
'SIMPSON'
OR EQUIVALENT- - -C.F.S. TO NON-C.F.S.
STITCH WELDS:
2" @ 12" O.C. U.N.O.
REMARKS
CONNECTIONS
DF#2STUDS, JOISTS, ETC.2x4 OR LARGER
SHEATHING
GRADE (U.N.O.)LOCATION / USE SIZE
PANEL IDENTIFICATIONLOCATION / USE
TYPEFASTENER
COMMON NAILS
LUMBER
APA RATED PLYWOOD OR OSB EXP. 1ROOF SHEATHING
WALL SHEATHING
SAWN LUMBER
NAILS
• FOR CONNECTIONS OF 'SIMPSON' HARDWARE OR EQUIVALENT FOLLOW MANUFACTURERS RECOMMENDATIONS.
PANEL TYPE
CDX PLYWOOD OR OSB
NOTES:
1. PROVIDE NOMIMAL PANEL THICKNESSES AS CALLED ON THE PLANS.
2. THE SMOOTH FACE OF PANELS SHALL BE EXPOSED AT ALL EXPOSED INTERIOR CONDITIONS.
3. THE SAME PANEL TYPES MUST BE USED AT ALL EXPOSED INTERIOR CONDITIONS.
APA RATED PLYWOOD OR OSB EXP. 1CDX PLYWOOD OR OSB
REINFORCING CONCRETE COVER
ASTM A615DEFORMED BARS 60
WELDED WIRE FABRIC (WWF)
ICC REPORT #2495
NOTES:
1. SPECIAL INSPECTION IS REQUIRED. PROVIDE SPECIAL INSPECTION TO MEET REQUIREMENTS OF LOCAL CODE.
GENERAL CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE SPECIAL INSPECTOR PRIOR TO
POURING CONCRETE.
2. INSTALL AND SECURE ANCHOR BOLTS, EMBED PLATES, ETC. WITHIN SPECIFIED TOLERANCES PRIOR TO CONCRETE
PLACEMENT.
LAP / COUPLER SPLICE
CONCRETE TILT-UP PANELS
REINFORCING STEEL
STANDARDTYPE GRADE (ksi)
ASTM A185 65
WELDABLE REINFORCING STEEL ASTM A706 60
PLAIN / SMOOTH BARS ASTM A615 60
DESCRIPTIONSPLICE TYPE
DS BAR-LOCK COUPLER BY
'DAYTON SUPERIOR'
REFERENCE
TYPICAL LAP SPLICE
COUPLER SPLICE
DETAIL .LAP REINFORCING IN PLACE
MINIMUM CONCRETE COVER OVER REINFORCEMENTLOCATION / USE OR TYPE
1 1/2"
CONCRETE CAST AGAINST EARTH
CONCRETE EXPOSED TO EARTH OR WEATHER
3"
CONCRETE NOT EXPOSED TO EARTH OR WEATHER
BEAMS AND COLUMNS:
3/4"
1 1/2"
#5 AND SMALLER:
#6 AND LARGER: 2"
SLABS & WALLS:
ALL CONCRETE TILT-UP WORK SHALL BE ESTABLISHED IN ACCORDANCE WITH ACI 301-99
CONTRACTOR'S RESPONSIBILITY
DESCRIPTIONREQUIREMENT
ADDITIONAL REINFORCEMENT
DETAILED INDIVIDUAL
PANEL PIECE DRAWINGS
TEMPORARY BRACING OF PANELS UNTIL SECURED PERMANENTLY IS THE
CONTRACTOR'S RESPONSIBILITY.
• PLACE MECHANICAL CONNECTORS WHERE SHOWN.
• REINFORCE OPENINGS THROUGH PANELS AS DETAILED.
• SECURE ALL REINFORCING IN POSITION WITH CHAIRS BEFORE CONCRETE PLACEMENT.
• APPLY AT LEAST TWO UNIFORM COATS OF BOND BREAKER ON THE CASTING SLAB.
• MECHANICALLY VIBRATE THE STRUCTURAL PANEL WYTHE DURING CONCRETE PLACEMENT.
• PROTECT AND CURE ALL CONCRETE SURFACES.
• BEGIN CURING IMMEDIATELY AFTER FINISHING.
PANELS ARE DESIGNED FOR SERVICE CONDITIONS. REINFORCEMENT FOR LIFTING
STRESSES, HOIST POINTS, ETC OR STRONGBACKS, IF REQUIRED ARE THE CONTRACTOR'S
RESPONSIBILITY.
DRAWINGS INCLUDING ALL EMBEDMENT TYPES AND LOCATIONS, LIFTING INSERT TYPE
AND LOCATIONS, BRACING INSERT TYPE AND LOCATIONS, ETC ARE THE CONTRACTOR'S
RESPONSIBILITY AND MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL.
TEMPORARY BRACING
PRE-PANEL ERECTION
REQUIREMENTCONDITION
CONCRETE COMPRESSIVE STRENGTH
LENGTH OF TIME PANEL
CONCRETE CURED
3000 PSI (MIN.)
(7) DAYS (MIN.)
TWO CONDITIONS MUST BE SATISFIED BEFORE PANELS MAY BE ERECTED
PANEL CONSTRUCTION
ALL ANCHORS INTO CONCRETE MUST BE DESIGNED IN ACCORDANCE
WITH ACI 318 APPENDIX D CRITERIA FOR CRACKED CONCRETE.
LOCATION / USE
- - -HILTI KWIK CON II*
HILTI HY200*EPOXY ANCHORS ICC-ES REPORT ESR-3187
HILTI KWIK BOLT TZ*EXPANSION ANCHORS ICC-ES REPORT ESR-1917
HILTI HY270* ICC REPORT #4143
UNGROUTED CMU CELLS
HILTI HY270 W/ HIT-IC INSERT
ICC REPORT #4143
CONCRETE OR GROUTED
CMU CELLS HILTI KWIK/HUS-EZ*ICC ESR-3027 AND
ESR-3056
CONCRETE
GROUTED CMU CELLS
ANCHORS
NOTES:
1. INSTALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS.
2. ALTERNATE ANCHORS MAY BE SUBMITTED FOR APPROVAL. SUBMITTAL MUST INCLUDE APPLICABLE ICC REPORTS.
TYPE ANCHOR (U.N.O.)REFERENCE
* ALTERNATES ALLOWED
PER NOTE #2
CONCRETE OR GROUTED
CMU CELLS
EPOXY ANCHORS
EPOXY ANCHORS
SCREW ANCHORS
SCREW
(USE ONLY WHERE SPECIFICALLY
NOTED ON DETAILS)
/5 S5.0
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S0
GENERAL STRUCTURAL
NOTES
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
SHEET
NUMBER SHEET
S0 GENERAL STRUCTURAL NOTES
S0.1 SPECIAL INSPECTION
S1 FOUNDATION PLAN
S1.1 FIRST FLOOR SHEARWALL PLAN
S2 SECOND FLOOR FRAMING PLAN
S2.1 SECOND FLOOR SHEARWALL PLAN
S3.0 THIRD FLOOR FRAMING PLAN
S3.1 THIRD FLOOR SHEARWALL PLAN
S4.0 ROOF FRAMING PLAN
S5.0 FOUNDATION DETAILS
S5.1 FOUNDATION DETAILS
S5.2 FOUNDATION DETAILS
S6.0 FLOOR FRAMING DETAILS
S6.1 FLOOR FRAMING DETAILS
S6.2 FLOOR FRAMING DETAILS
S7.0 ROOF FRAMING DETAILS
S7.1 ROOF FRAMING DETAILS
S8.0 STAIR FRAMING PLANS
S8.1 STAIR FRAMING & DETAILS
S9.0 CANOPY FRAMING
S10.0 COMPOSITE TILT-UP PANEL WALL ELEVATIONS
S10.1 TILT-UP PANEL DETAILS
No.
Description
Date
08/16/2022
36"
SPECIAL INSPECTION
SPECIAL INSPECTION, MATERIAL TESTING & STRUCTURAL OBSERVATION
ITEMS REQUIRED BY CHAPTER 17 OF THE IBC
FOR ITEMS REQUIRING CONTINUOUS INSPECTION, A SPECIAL INSPECTOR MUST BE PRESENT ONSITE DURING THE PERFORMANCE OF THAT TASK.
IN “PERIODIC” INSPECTIONS/TESTS SHALL BE PERFORMED PRIOR TO COMMENCING THE TASK, INTERMITTENTLY DURING THE TASK, AND AT THE
COMPLETION OF THE TASK, UNLESS NOTED OTHERWISE. THE “DETAILED INSTRUCTIONS & FREQUENCY” PROVIDES A DESCRIPTION OF THE
PRESUMED REQUIREMENTS FOR TASKS REQUIRING “PERIODIC” INSPECTIONS.
SPECIAL INSPECTORS SHALL:
• BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO PERFORMING ANY DUTIES.
• PROVIDE PROOF OF LICENSURE AS A SPECIAL INSPECTOR IN THE PROJECT’S STATE FOR EACH TYPE OF INSPECTION.
• INSPECTION REPORTS ARE TO MEET THE REQUIREMENTS OF THE BUILDING CODE AND LOCAL AHJ STANDARDS.
• INSPECTION REPORTS ARE TO BE SUBMITTED TO THE ARCHITECT, ENGINEER, OWNER/PROJECT MANAGER, AHJ PROJECT MANAGER, AND
THE STATE BUILDING OFFICIAL WITHIN 48 HOURS OF PERFORMING INSPECTIONS.
• A FINAL INSPECTION REPORT SHALL BE SUBMITTED FOLLOWING COMPLETION OF THE PROJECT DOCUMENTING THE TYPES OF SPECIAL
INSPECTIONS PERFORMED AND A STATEMENT INDICATING THAT THE STRUCTURE IS IN COMPLIANCE WITH THE APPROVED
CONSTRUCTION DOCUMENTS AND APPLICABLE CODES.
ASSUMED MANPOWER FOR SPECIAL INSPECTION ITEMS, TO BE DISCUSSED AND VERIFIED WITH OWNER:
• THE SAME INDIVIDUAL INSPECTORS SHALL BE USED FOR THE PROJECT TO MAINTAIN CONTINUITY WITHIN THE PROJECT.
○ SPECIAL INSPECTION AGENCY SHALL BE RESPONSIBLE FOR PROVIDING THE COORDINATION OF PERSONNEL
ACCEPTABLE TO OWNER
• FOR REMOTE SITES, THE SPECIAL INSPECTORS SHOULD BE LICENSED IN MULTIPLE DISCIPLINES FOR SPECIAL INSPECTION IN ORDER TO
LIMIT THE NUMBER IN INDIVIDUALS TRAVELING TO THE PROJECT SITE.
FABRICATORS
YES NO
APPROVED FABRICATOR UNAPPROVED FABRICATOR X
REQUIRED IN-PLANT INSPECTIONS YES NO
STEEL CONSTRUCTION CONCRETE CONSTRUCTION
COLD-FORMED CONSTRUCTION WOOD CONSTRUCTION
STRUCTURAL STEEL
ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS AND FREQUENCIES
PRIOR TO WELDING:
VERIFY WELDING PROCEDURES (WPS) AND CONSUMABLE
CERTIFICATES X
MATERIAL IDENTIFICATION X VERIFY TYPE AND GRADE OF MATERIAL.
WELDER IDENTIFICATION X A SYSTEM SHALL BE MAINTAINED BY WHICH A WELDER WHO HAS
WELDED A JOINT OR MEMBER CAN BE IDENTIFIED.
FIT-UP GROOVE WELDS X VERIFY JOINT PREPARATION, DIMENSIONS, CLEANLINESS,
TACKING, AND BACKING.
ACCESS HOLES X VERIFY CONFIGURATION AND FINISH.
FIT-UP OF FILLET WELDS X VERIFY ALIGNMENT, GAPS AT ROOT, CLEANLINESS OF STEEL
SURFACES, AND TACK WELD QUALITY AND LOCATION.
DURING WELDING:
USE OF QUALIFIED WELDERS X VERIFY THAT WELDERS ARE APPROPRIATELY QUALIFIED.
CONTROL AND HANDLING OF WELDING CONSUMABLES X VERIFY PACKAGING AND EXPOSURE CONTROL.
CRACKED TACK WELDS X VERIFY THAT WELDING DOES NOT OCCUR OVER CRACKED TACK
WELDS.
ENVIRONMENTAL CONDITIONS X VERIFY WIN SPEED IS WITHIN LIMITS AS WELL AS PRECIPITATION AND
TEMPERATURE.
WPS FOLLOWED X
VERIFY ITEMS SUCH AS SETTINGS ON WELDING EQUIPMENT, TRAVEL
SPEED, WELDING MATERIALS, SHIELDING GAS TYPE/FLOW RATE,
PREHEAT APPLIED, INTERPASS TEMPERATURE MAINTAINED, AND
PROPER POSITION.
WELDING TECHNIQUES X VERIFY INTERPASS AND FINAL CLEANING, EACH PASS IS WITHIN
PROFILE LIMITATIONS, AND QUALITY OF EACH PASS.
AFTER WELDING:
WELDS CLEANED X VERIFY THAT WELDS HAVE BEEN PROPERLY CLEANED.
SIZE, LENGTH, AND LOCATION OF WELDS X
WELDS MEET VISUAL ACCEPTANCE CRITERIA X
ARC STRIKES X
K-AREA X
BACKING & WELD TABS REMOVED X
REPAIR ACTIVITIES X
DOCUMENT ACCEPTANCE OR REJECTION OF WELDED
JOINT/MEMBER X
NONDESTRUCTIVE TESTING:
CJP WELDS (RISK CAT. II)X
ULTRASONIC TESTING SHALL BE PERFORMED ON 10% OF CJP GROOVE
WELDS IN BUTT, T- AND CORNER JOINTS SUBJECT TO TRANSVERSELY
APPLIED TENSION LOADING IN MATERIALS 5/16-INCH THICK OR
GREATER. TESTING RATE MUST BE INCREASED IF > 5% OF WELDS
TESTED HAVE UNACCEPTABLE DEFECTS.
CJP WELDS (RISK CAT. III OR IV)X A REDUCTION IN THE RATE OF ULTRASONIC TESTING IS ALLOWED PER
SECTION N5.5E.
ACCESS HOLES (FLANGE > 2”)X
WELDED JOINTS SUBJECT TO FATIGUE X
PRIOR TO BOLTING (AISC 360):
►NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED.
CERTIFICATIONS OF FASTENERS X
FASTENERS MARKED X VERIFY THAT FASTENERS HAVE BEEN MARKED IN ACCORDANCE WITH
ASTM REQUIREMENTS.
PROPER FASTENERS FOR JOINT X VERIFY GRADE, TYPE, AND BOLT LENGTH IF THREADS ARE
EXCLUDED FROM THE SHEAR PLANE.
PROPER BOLTING PROCEDURE X VERIFY PROPER PROCEDURE IS USED FOR THE JOINT DETAIL.
CONNECTING ELEMENTS X VERIFY APPROPRIATE FAYING SURFACE CONDITION AND HOLE
PREPARATION, IF SPECIFIED, MEET REQUIREMENTS.
PRE-INSTALLATION VERIFICATION TESTING X
OBSERVE AND DOCUMENT VERIFICATION TESTING BY
INSTALLATION PERSONNEL FOR FASTENER ASSEMBLIES AND
METHODS USED.
PROPER STORAGE X VERIFY PROPER STORAGE OF BOLTS, NUTS, WASHERS, AND OTHER
FASTENER COMPONENTS.
DURING BOLTING:
►NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED.
►NOT REQUIRED FOR PRETENSIONED JOINTS USING TURN-OF-THE-NUT METHOD WITH MATCH-MARKING, DIRECT-TENSION-INDICATORS,
OR TWIST-OFF TYPE TENSION CONTROL METHOD.
FASTENER ASSEMBLIES X
VERIFY THAT FASTENER ASSEMBLIES ARE OF SUITABLE
CONDITION, PACED IN ALL HOLES, AND WASHERS ARE
POSITIONED AS REQUIRED.
SNUG-TIGHT PRIOR TO PRETENSIONING X VERIFY THAT JOINTS ARE BROUGHT TO SNUG-TIGHT CONDITION
PRIOR TO PRETENSIONING OPERATION.
FASTENER COMPONENT X VERIFY THAT FASTENER COMPONENT IS NOT TURNED BY
WRENCH PREVENTED FROM ROTATING.
PRETENSIONED FASTENERS X
VERIFY THAT FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH
RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE
MOST RIGID POINT TOWARD THE FREE EDGES.
AFTER BOLTING:
DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED
CONNECTIONS X
STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL
CONCRETE CONSTRUCTION
POST-INSTALLED ANCHORS OR DOWELS X
ALL POST-INSTALLED ANCHORS/DOWELS SHALL BE SPECIALLY
INSPECTED AS REQUIRED BY THE APPROVED ICC-ES REPORT.
MASONRY CONSTRUCTION
PRIOR TO CONSTRUCTION:
REVIEW MATERIAL CERTIFICATES, MIX DESIGNS, TEST
RESULTS AND CONSTRUCTION PROCEDURES X
VERIFY THAT MATERIALS CONFORM TO THE REQUIREMENTS OF THE
APPROVED CONSTRUCTION DOCUMENTS. MIX DESIGN, TEST RESULTS,
MATERIAL CERTIFICATES, AND CONSTRUCTION PROCEDURES
SHOULD BE SUBMITTED FOR REVIEW. MORTAR MIX DESIGNS SHALL
CONFORM TO ASTM C 270 WHILE GROUT SHALL CONFORM TO ASTM C
476. MATERIAL CERTIFICATES SHALL BE PROVIDED FOR THE
FOLLOWING: REINFORCEMENT; ANCHORS, TIES, FASTENERS, AND
METAL ACCESSORIES; MASONRY UNITS; MORTAR AND GROUT
MATERIALS. CONSTRUCTION PROCEDURES FOR COLD-WEATHER OR
HOT-WEATHER CONSTRUCTION SHALL BE REVIEWED.
AS CONSTRUCTION BEGINS:
PROPORTIONS OF SITE-PREPARED MORTAR X
VERIFY THAT MORTAR IS OF THE TYPE AND COLOR SPECIFIED ON THE
CONSTRUCTION DOCUMENTS, THAT IT CONFORMS TO ASTM C 270,
AND THAT IT IS MIXED IN ACCORDANCE WITH TMS-402.
CONSTRUCTION OF MORTAR JOINTS X VERIFY THAT MORTAR JOINTS COMPLY WITH TMS-402.
GRADE AND SIZE OF PRESTRESSING TENDONS
AND ANCHORAGES X VERIFY THAT PRESTRESSING TENDONS, ANCHORAGES, COUPLERS,
AND END BLOCKS COMPLY WITH COMPLY WITH TMS-402.
LOCATION OF REINFORCEMENT, CONNECTORS, AND
PRESTRESSING TENDONS AND ANCHORAGES X
VERIFY THAT REINFORCEMENT AND PRESTRESSING TENDONS ARE
PLACED IN ACCORDANCE WITH TMS-402.
PRESTRESSING TECHNIQUE X VERIFY THAT PRESTRESSING TECHNIQUE COMPLIES WITH TMS-402.
PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY X VERIFY THAT MORTAR COMPLIES WITH TMS-402.
SOILS CONSTRUCTION
VERIFY SUBGRADE IS ADEQUATE TO ACHIEVE DESIGN
BEARING CAPACITY X PRIOR TO PLACEMENT OF CONCRETE.
VERIFY EXCAVATIONS EXTEND TO PROPER DEPTH AND
MATERIAL
PRIOR TO PLACEMENT OF COMPACTED FILL OR
CONCRETE.
VERIFY THAT SUBGRADE HAS BEEN APPROPRIATELY
PREPARED PRIOR TO PLACING COMPACTED FILL PRIOR TO PLACEMENT OF COMPACTED FILL.
PERFORM CLASSIFICATION AND TESTING OF COMPACTED
FILL MATERIALS
ALL MATERIALS SHALL BE CHECKED AT EACH LIFT FOR
PROPER CLASSIFICATIONS AND GRADATIONS NOT LESS
THAN ONCE FOR EACH 10,000FT² OF SURFACE AREA.
VERIFY PROPER MATERIALS, DENSITIES AND LIFT
THICKNESSES DURING PLACEMENT AND COMPACTION X
ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS AND FREQUENCIES
ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS AND FREQUENCIES
ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS AND FREQUENCIES
X
X
X
X
X
YES NO
X
YES NO
X
X
PERIODIC INSPECTION FOR: SINGLE PASS FILLET WELDS <= 5/16"
1. SPECIAL INSPECTIONS DESCRIBED HEREIN WILL BE PERFORMED UNDER SEPARATE CONTRACT BY AN APPROVED AGENCY RETAINED BY THE OWNER OR
THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING
THE REGISTERED DESIGN PROFESSIONAL APPRAISED OF WORK PROGRESS AS IT PERTAINS TO SPECIAL INSPECTIONS AND ENSURING THAT NO WORK
REQUIRING SPECIAL INSPECTION IS CONCEALED BEFORE SPECIAL INSPECTIONS WITH ACCEPTABLE RESULTS OCCUR.
2. SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL (WHEN REQUIRED), AND TO THE REGISTERED DESIGN
PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO
APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION.
IF THEY ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE REGISTERED DESIGN
PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK.
SPECIAL INSPECTIONS
WELDING OF REINFORCING STEEL:
VERIFICATION OF WELDABILITY X
VERIFY WELDABILITY OF REINFORCING STEEL BASED
UPON CARBON EQUIVALENT AND IN ACCORDANCE
WITH AWS D1.4.
REINFORCING STEEL IN INTERMEDIATE OR SPECIAL
MOMENT FAMES, AND BOUNDARY ELEMENTS OF SPECIAL
STRUCTURAL WALLS
X
SHEAR REINFORCEMENT X
OTHER REINFORCING STEEL X VISUALLY INSPECT ALL WELDS IN ACCORDANCE
WITH AWS D1.4.
COLD-FORMED STEEL CONSTRUCTION:
WIND-FORCE-RESISTING SYSTEMS OR
SEISMIC-FORCE-RESISTING SYSTEMS X
PERIODIC INSPECTIONS OF WELDING OPERATIONS. IF
FASTENER SPACING IS < 4” O.C.: VERIFY THAT PROPER
SCREW ATTACHMENT, BOLTING, ANCHORING AND
OTHER FASTENING OF SHEAR WALLS, DIAPHRAGMS,
DRAG STRUTS, BRACES, SHEAR PANELS AND
HOLDOWNS HAS OCCURRED. PERFORMED BY CODE
INSPECTION FIRM.
OTHER STEEL INSPECTIONS:
STRUCTURAL STEEL DETAILS X
ALL FABRICATED STEEL OR STEEL FRAMES SHALL BE INSPECTED TO
VERIFY COMPLIANCE WITH THE DETAILS SHOWN IN THE
CONSTRUCTION DOCUMENTS, SUCH AS BRACES, STIFFENERS, MEMBER
LOCATIONS, AND PROPER APPLICATION OF JOINT DETAILS AT EACH
CONNECTION.
ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING
STRUCTURAL STEEL X
SHALL BE ON THE PREMISES DURING THE PLACEMENT OF ANCHOR
RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL
FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS. VERIFY THE
DIAMETER, GRADE, TYPE, AND LENGTH OF THE ANCHOR ROD OR
EMBEDDED ITEM, AND THE EXTENT OR DEPTH OF EMBEDMENT PRIOR
TO PLACEMENT OF CONCRETE.
REDUCED BEAM SECTIONS (RBS)X VERIFY CONTOUR AND FINISH AS WELL AS DIMENSIONAL
TOLERANCES (AISC 341).
PROTECTED ZONES X
VERIFY THAT NO HOLES OR UNAPPROVED ATTACHMENTS ARE MADE
WITHIN THE PROTECTED ZONE (AISC 341).
H-PILES X VERIFY THAT NO HOLES OR UNAPPROVED ATTACHMENTS OCCUR
WITHIN THE PROTECTED ZONES OF PILING (AISC 341).
STEEL ELEMENTS OF COMPOSITE CONSTRUCTION:
PLACEMENT AND INSTALLATION OF STEEL DECK X
PLACEMENT AND INSTALLATION OF STEEL HEADED STUD
ANCHORS X
DOCUMENT ACCEPTANCE OR REJECTION OF STEEL
ELEMENTS X
REINFORCING STEEL X
VERIFY APPROPRIATE REINFORCEMENT SIZE, SPACING, AND
ORIENTATION; THAT IT HAS NOT BEEN RE-BENT IN FIELD; THAT IT IS
CORRECTLY TIED AND SUPPORTED; AND THAT REQUIRED STEEL
CLEARANCES HAVE BEEN PROVIDED.
STEEL ROOF AND FLOOR DECKS:
MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK X
CONFIRM THAT IDENTIFICATION MARKINGS ARE PROVIDED TO
CONFORM TO ASTM STANDARDS SPECIFIED ON CONSTRUCTION
DOCUMENTS.
FLOOR AND ROOF DECK WELDS X
VISUAL INSPECTION IS REQUIRED TO CONFIRM THAT WELD MEETS
ACCEPTANCE CRITERIA OF AWS D1.3. WELDER QUALIFICATIONS
SHOULD ALSO BE VERIFIED.
STRUCTURAL STEEL
PRIOR TO GROUTING:
GROUT SPACE X
VERIFY THAT GROUT SPACE IS FREE OF MORTAR DROPPINGS, DEBRIS,
LOOSE AGGREGATE, AND OTHER DELETERIOUS MATERIALS AND
THAT CLEANOUTS ARE PROVIDED PER TMS-402. CONTINUOUS
INSPECTION IS REQUIRED FOR RISK CATEGORY IV BUILDINGS.
GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR
BOLTS, AND PRESTRESSING TENDONS AND ANCHORAGES
X
VERIFY THAT REINFORCEMENT, JOINT REINFORCEMENT, WALL TIES,
ANCHOR BOLTS AND VENEER ANCHORS COMPLY WITH THE
APPROVED CONSTRUCTION DOCUMENTS AND TMS 402.
PLACEMENT OF REINFORCEMENT, CONNECTORS, AND
PRESTRESSING TENDONS AND ANCHORAGES X
VERIFY THAT REINFORCEMENT, JOINT REINFORCEMENT, WALL TIES,
ANCHOR BOLTS AND VENEER ANCHORS ARE INSTALLED IN
ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS
AND TMS 402. CONTINUOUS INSPECTION IS REQUIRED FOR RISK
CATEGORY IV BUILDINGS.
PROPORTIONS OF SITE-PREPARED GROUT AND
PRESTRESSING GROUT FOR BONDED TENDONS X
VERIFY THAT GROUT IS PROPORTIONED PER ASTM C 476 AND HAS A
SLUMP BETWEEN 8-11 INCHES. SELF-CONSOLIDATED GROUT SHALL
NOT BE PROPORTIONED ONSITE (SEE TMS 402). CONTINUOUS
INSPECTION IS REQUIRED FOR RISK CATEGORY IV BUILDINGS.
CONSTRUCTION OF MORTAR JOINTS X VERIFY THAT MORTAR JOINTS ARE PLACED IN ACCORDANCE WITH
TMS 402.
DURING MASONRY CONSTRUCTION:
SIZE AND LOCATION OF STRUCTURAL ELEMENTS X
VERIFY THE LOCATIONS OF STRUCTURAL ELEMENTS WITH RESPECT
TO THE APPROVED PLANS AND CONFIRM THAT TOLERANCES MEET
THE REQUIREMENTS OF TMS 402.
TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER
DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL
MEMBERS, FRAMES, OR OTHER CONSTRUCTION.
X
VERIFY THAT CORRECT ANCHORAGES AND CONNECTIONS ARE
PROVIDED PER THE APPROVED PLANS AND TMS 402. CONTINUOUS
INSPECTION IS REQUIRED FOR RISK CATEGORY IV BUILDINGS.
WELDING OF REINFORCEMENT X
PREPARATION, CONSTRUCTION, AND PROTECTION
OF MASONRY DURING COLD WEATHER (<40°F) OR
HOT WEATHER (>90°F).
X
VERIFY THAT COLD-WEATHER CONSTRUCTION IS PERFORMED IN
ACCORDANCE WITH ARTICLE 1.8 C OF TMS 602/ACI 530.1-11 AND HOT
WEATHER CONSTRUCTION PER ARTICLE 1.8 D OF TMS 602/ACI 530.1-11.
APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE X
PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR
BONDED TENDONS IS IN COMPLIANCE X
PLACEMENT OF AAC MASONRY UNITS AND
CONSTRUCTION OF THIN-BED MORTAR JOINTS X VERIFY THAT MORTAR IS PLACED IN ACCORDANCE WITH TMS-402.
OBSERVATION OF GROUT SPECIMENS, MORTAR SPECIMENS,
AND/OR PRISMS X
CONFIRM THAT SPECIMENS/PRISMS ARE PERFORMED AS REQUIRED BY
TMS-402. CONTINUOUS INSPECTION IS REQUIRED FOR RISK CATEGORY
IV BUILDINGS.
MINIMUM MASONRY TESTING:
VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY
INDEX (VSI) FOR SELF-CONSOLIDATING GROUT X
COMPRESSIVE STRENGTH TESTS SHOULD BE
PERFORMED IN ACCORDANCE WITH ASTM C 1019 FOR
SLUMP FLOW AND ASTM C 1611 FOR VSI.
VERIFICATION OF F’M AND F’AAC
X
DETERMINE THE COMPRESSIVE STRENGTH FOR EACH
WYTHE BY THE “UNIT STRENGTH METHOD” OR BY THE
“PRISM TEST METHOD” AS SPECIFIED IN TMS 402 PRIOR
TO CONSTRUCTION. FOR RISK CATEGORY IV BUILDINGS
THIS SHOULD BE VERIFIED AT EVERY 5,000FT² OF
CONSTRUCTION.
VERIFICATION OF PROPORTIONS OF MATERIALS IN
PREMIXED OR PRE-BLENDED MORTAR AND GROUT X
VERIFY THAT PROPORTIONS FOR MORTAR MEET ASTM
C 270 AND PROPORTIONS FOR GROUT MEET ASTM C 476.
THIS APPLIES TO RISK CATEGORY IV BUILDINGS ONLY.
CONTINUOUS PERIODIC
1. SPECIAL INSPECTIONS DESCRIBED HEREIN WILL BE PERFORMED UNDER SEPARATE CONTRACT BY AN APPROVED
AGENCY RETAINED BY THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING
AS THE OWNER'S AGENT. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE REGISTERED DESIGN
PROFESSIONAL APPRAISED OF WORK PROGRESS AS IT PERTAINS TO SPECIAL INSPECTIONS AND ENSURING THAT NO
WORK REQUIRING SPECIAL INSPECTION IS CONCEALED BEFORE SPECIAL INSPECTIONS WITH ACCEPTABLE
RESULTS OCCUR.
2. SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL (WHEN REQUIRED), AND TO
THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT WORK
INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.
DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF
THEY ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING
OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF
THAT PHASE OF THE WORK.
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S0.1
SPECIAL INSPECTION
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
No.
Description
Date
08/16/2022
Special inspector to be identified as per Section 1704.2.1
7'-0"
8'
-
0
"
SHOWROOM
100
OFFICE
101
BREAKROOM
102
R&D AREA
104
STAIR 1
120
RESTROOM
106
REFUSE
105 STORAGE
111
STAIR 2
121
LOBBY
110
EQUIPMENT
ELEVATOR
109
COMM
MOP/
108
SELF-STORAGE
112
RM
FIRE RISER
107
ELEVATORRESTROOM
103
UP
SWS.
S
RE-USE
AREA
10
x
1
5
10
x
1
0
5x
5
5x
1
0
AD
A
d
o
o
r
C.
S
.
counter placement and
orientation per retail group
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
AA
BB
CC
DD
EE
30
'
-
6
"
35
'
-
6
"
0"
0"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 6"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"7' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 6"0"
218' - 0"
66
'
-
0
"
298' - 0"
13
1
'
-
0
"
35
'
-
6
"
29
'
-
6
"
30
'
-
6
"
35
'
-
6
"HSS8X8X3/835
'
-
6
"
29
'
-
6
"
298' - 0"
F12.5
LOAD BEARING WALLS, TYP.HSS4x4x1/4W3HSS6x6x1/4F7HSS6x6x1/4F7HSS4x4x1/4F5HSS4x4x1/4F4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/426
'
-
9
"
27
'
-
9
"
3
1
/
2
"
F11HSS6x6x1/2F11HSS6x6x1/2HSS6x6x1/4F7HSS6x6x1/4F7HSS6x6x1/4F7HSS6x6x1/4F7HSS6x6x1/4F7HSS6x6x1/4F7HSS6x6x1/4F7HSS6x6x1/4F7
F11HSS6x6x1/2F8 F7 F7
S10.0
1
S10.0
2
S10.0
3
S10.0
4
S10.0
5
S10.0
6
80' - 0"
5
1
/
2
"
1' - 11 1/2"
W3W3
10' - 4"HSS6x6x1/2F9HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4F8HSS6x6x1/4F7
2' - 6"
B
9"19' - 9"26' - 9"8' - 0"
10
'
-
9
"
5'
-
0
"
33
'
-
9
1
/
2
"
6'
-
3
3
/
8
"
10
'
-
2
1
/
4
"
B.9B.9HSS6x6x1/4F7HSS6x6x1/4F8
10' - 0"HSS6x6x1/2F11
4' - 9"5' - 3"
18
'
-
1
1
1
/
2
"
16
'
-
3
1
/
2
"
F6F6
16
'
-
3
1
/
2
"
5
S5.1
2
S5.1
6
S5.1
2
S5.1
2
S5.1
2
S5.1
2
S5.1
8
S5.1
S8.0
6
2
S5.1
6
S5.1S8.0
5 5
S5.1
2
S5.1
6
S5.1
1
S5.2
TYP
3
S5.2
2
S5.2
TYP @ INT.
10
S5.1
TYP
2
S5.1
8
S5.1 TYP
TYP
W2.5
W2.5
W2.5W2.5
W2.5
W2.5
W2.5
5
S5.1
99' - 0"
98' - 0"
T.O.F.
TYPHSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4F6 F6
7' - 3 1/4"2' - 8 3/4"
FOUNDATION NOTES
1. VERIFY/COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ALL
WALL CONSTRUCTION TYPES AND TOP OF WALL ELEVATIONS.
2. COORDINATE EXTERIOR SLABS, GRADES, ETC. WITH ARCHITECTURAL AND CIVIL DRAWINGS. ALL LANDINGS
SHALL BE SLOPED IN THE DIRECTION SHOWN AT A SLOPE NO GREATER THAN 1:48 (2%), UNLESS OTHERWISE NOTED.
SLOPE FINISH GRADE DOWNWARD AND AWAY FROM STRUCTURE AT A SLOPE NO GREATER THAN 1:48 (2%) FOR A
MINIMUM OF FIVE FEET UNLESS OTHERWISE DIRECTED BY A GEOTECHNICAL REPORT OR REQUIRED BY CODE.
3. FOR ALL UTILITIES RUNNING ALONG SIDE OR PENETRATING THROUGH FOUNDATION WALLS, RE: .
4. FOOTING STEP (F.S.) LOCATIONS INDICATED THIS SHEET, RE: .
5. PROVIDE CORNER BARS AT FOUNDATION WALLS AND FOOTINGS AND PROVIDE ADDITIONAL VERTICAL DOWELS
AT JAMBS, CORNERS, INTERSECTIONS AND FREE ENDS, RE: , , &
6. PROVIDE STANDARD LAP AT ALL CONCRETE SLAB-ON-GRADE W.W.F. EDGES, RE: .
7. PROVIDE ADDITIONAL CONCRETE SLAB-ON-GRADE REINFORCING AT ALL RE-ENTRANT CORNERS, SLAB
PENETRATIONS AND DISCONTINUOUS CONTROL JOINTS, RE: . COORDINATE ALL LOCATIONS OF
DISCONTINUOUS CONTROL JOINTS WITH ARCH.
8. INTERIOR CONCRETE SLAB-ON-GRADE CONTROL JOINTS SHALL BE 15'-0" O.C. MAX., U.N.O. FOR CONTROL JOINT
LAYOUT, RE: ARCH. & PLAN.
9. ALL MASONRY FLUSH WALL PILASTERS/COLUMNS SHALL BE THE WIDTH OF THE WALL AND 16" LONG MINIMUM
(TWO CELL) WITH (2) ADDITIONAL VERTICAL BARS PER CELL, GROUT ALL CELLS WITH REINFORCING SOLID.
10. ANCHOR EQUIPMENT WEIGHING OVER 400 LBS. AGAINST SEISMIC FORCES. ANCHOR STANDBY GENERATOR AND
WATER TANKS TO CONCRETE SLAB WITH 1/2" x 3 1/2" EMBED EXPANSION ANCHORS (3 MINIMUM).
11. COORDINATE ALL RETAINING AND SITE WALL DETAILS AND LOCATIONS WITH THE ARCHITECTURAL DRAWINGS.
12. DO NOT BACKFILL BEHIND ANY FOUNDATION WALL UNTIL THE UPPER SLAB, THE LOWER SLAB-ON-GRADE, AND
THE FOUNDATION WALL HAS BEEN FULLY POURED AND IN PLACE FOR AT LEAST 7 DAYS.
/1 S5.0
/2 S5.0
/8 S5.0 /9 S5.0 /10 S5.0
/4 S5.0
/5 S5.0
TILT-UP PANEL NOTES
1. 5-1/2" THICK (2x6 FORM) WITH REINFORCING PER ASSEMBLY DETAILS, RE: S10 SHEET SERIES FOR TILT PANEL
LAYOUT, ELEVATIONS, REINFORCING, DETAILING, ETC.
PAD FOOTING SCHEDULE
NOTES:
1. ALL FOOTINGS SHALL BE CENTERED WITH COLUMNS IN EACH DIRECTION, U.N.O.
2. TOP OF INTEGRAL PAD & WALL FOOTINGS SHALL MATCH AS APPLICABLE, TYP.
WX
XX
MARK: INDICATES
FOOTING TYPE
INDICATES
FOUNDATION
WALL TYPE
WALL FOOTING SCHEDULE
/6 S5.1 /1 S5.2OR
/6 S5.1 /1 S5.2OR
/6 S5.1 /1 S5.2OR
/6 S5.1 /1 S5.2OR
/6 S5.1 /1 S5.2OR
/6 S5.1 /1 S5.2OR
/6 S5.1 /1 S5.2OR
/6 S5.1 /1 S5.2OR
/6 S5.1 /1 S5.2OR
SLAB SCHEDULE
MARK THICKNESS REINFORCEMENT SUBBASE
A 4" CONC. SLAB #3 REBAR @ 18" O.C. E.W.6 MIL POLY VAPOR BARRIER OVER
4" OF 3/4" MINUS CRUSHED AGGREGATE BASE
B 8" CONC. SLAB
#4 REBAR @ 12" O.C. E.W.
OR
#5 REBAR @ 16" O.C. E.W.
6 MIL POLY VAPOR BARRIER OVER
4" OF 3/4" MINUS CRUSHED AGGREGATE BASE
INTERIOR LOAD BEARING C.F.S. WALL STUD SCHEDULE
3RD FLOOR
WALL LEVEL WALL STUD SIZE & SPC'G
2ND FLOOR
1ST FLOOR
BOT. & TOP PL/TRACK (2)
4TH FLOOR 4CS2.5X059 C.F.S. @ 60" O.C.
OR
600S162-68 @ 24" O.C.
4-1/4"X4X16 GA BENT PLATE (LLH)
OR
400T200-54 (600T200-54 @ 6" WALL)
BLOCKING/BRIDGING/BRACING
MID-HEIGHT
(POSTS SHALL ALIGN
W/ PURLINS ABOVE)
4CS2.5X059 C.F.S. @ 30" O.C.
OR
600S162-68 @ 24" O.C.
4CS2.5X059 C.F.S. @ 15" O.C.
OR
600S162-68 @ 16" O.C.
4CS2.5X059 C.F.S. @ 10" O.C.
OR
600S162-68 @ 12" O.C.
MID-HEIGHT
MID-HEIGHT
QUARTER POINTS
(3 LOCATIONS)
NOTES:
1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
2. USE TRACK WHEN INTERIOR METAL PANEL IS INSTALLED. USE BENT PL. IN ALL OTHER CONDITIONS.
CONNECT C.F.S. STUD TO BENT PL. W/ (2) #12-14 SCREWS AT EA. STUD FLANGE & W/ (4) #12-14 SCREWS
TO 4X4 BENT PL AT WEB. CONNECT 4X4 TO SLAB W/ (2) GAS DRIVEN PINS PER PLANS.
EXTERIOR WALL STUD, HORIZONTAL GIRT & IMP SCHEDULE
3RD FLOOR
WALL LEVEL MAX. IMP WALL SHT'G
VERTICAL SPAN (5)
2ND FLOOR
1ST FLOOR
WALL GIRTS (4,5) (HORIZ)
(2) 550S162-68 BOXED OR
6ZS2.25X085
1ST GIRT 8'-0" A.F.F.
(2) 550S162-54 BOXED OR
6ZS2.25X059
1ST GIRT 8'-0" A.F.F.
(2) 550S162-54 BOXED OR
6ZS2.25X059
1ST GIRT 8'-0" A.F.F.
BOT. & TOP PL/TRACK (6)
4TH FLOOR (2) 550S162-68 BOXED OR
6ZS2.25X085
1ST GIRT 8'-0" A.F.F.
NOTES:
1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. ALL GIRTS SHALL BE PAINTED TO MATCH INSIDE FACE OF IMP.
2. CONTRACTOR TO COORDINATE IMP SHT'G GAGE & FASTNER REQUIREMENTS FOR MAX IMP WALL SHT'G SPAN INDICATED ABOVE. IMP SHT'G SPAN ABOVE IS
BASED ON FASTNERS AT SIDE JOINTS & 12" O.C. IN BETWEEN (FP3 PATTERN).
3. WALL GIRTS SPAN FROM HSS TO HSS POST OR C.F.S. TO C.F.S. POST IN EXTERIOR WALLS.
4. WALL GIRT SPACING SHALL MATCH MAX IMP WALL SHT'G SPAN. AT ROOF ABOVE, INSTALL GIRTS AS REQUIRED SO SHT'G SPAN IS EQUAL TO OR LESS THAN
TABLE ABOVE WHEN USING "Z" ZEE GIRTS, INSTALL OUTSIDE TOE UP. USE DBL STUD "S" GIRT AT ALL HEADER CONDITIONS.
5. WHEN SHT'G SPAN ABOVE MEETS OR EXCEEDS FL. TO FL. HEIGHT, IMP WALL SHT'G SHALL SPAN FROM FLR. TO FLR. IN THIS CASE, WALL GIRT SHOWN SHALL BE
ONLY INSTALLED AT TOP OF DOORS AND WINDOWS WHERE THEY OCCUR. USE TYP. BOT. PL. AT TOP OF FLOOR & UNDERSIDE OF DECK ABOVE.
6. USE TRACK WHEN INTERIOR METAL PANEL IS INSTALLED. USE BENT PL. IN ALL OTHER CONDITIONS. CONNECT C.F.S. STUD TO BENT PL. W/ (2) #12-14 SCREWS
AT EA. STUD FLANGE & W/ (4) #12-14 SCREWS TO BENT PL AT WEB. CONNECT BENT PLATE TO SLAB W/ GAS DRIVEN PINS PER SCHEDULE.
6-1/4"X4"X16 GA BENT PLATE (LLH)
OR
600T200-54
6-1/4"X4"X16 GA BENT PLATE (LLH)
OR
600T200-54
6-1/4"X4"X16 GA BENT PLATE (LLH)
OR
600T200-54
6-1/4"X4"X16 GA BENT PLATE (LLH)
OR
600T200-54
4-1/4"X4X16 GA BENT PLATE (LLH)
OR
400T200-54 (600T200-54 @ 6" WALL)
4-1/4"X4X16 GA BENT PLATE (LLH)
OR
400T200-54 (600T200-54 @ 6" WALL)
4-1/4"X4X16 GA BENT PLATE (LLH)
OR
400T200-54 (600T200-54 @ 6" WALL)
(2)600S200-68 @ 10' - 0" O.C.
BOXED
WALL JAMB POST (VERT)WALL GIRTS TO POST
(2)600S200-68 @ 10' - 0" O.C.
BOXED
(2)600S200-68 @ 10' - 0" O.C.
BOXED
4"X4"X14GA CLIP ANGLE
W/ (6) #12 SCREWS EA. LEG
4"X4"X14GA CLIP ANGLE
W/ (6) #12 SCREWS EA. LEG
4"X4"X14GA CLIP ANGLE
W/ (6) #12 SCREWS EA. LEG
4"X4"X14GA CLIP ANGLE
W/ (6) #12 SCREWS EA. LEG
(2)600S200-68 @ 10' - 0" O.C.
BOXED
12' - 8" LOW SIDE
15' - 1" HIGH SIDE
10' - 8"
12' - 6"
12' - 8" LOW SIDE
15' - 1" HIGH SIDE
MARK SIZE REINFORCING
W2.5 2'-6" x 30" x CONT. (3) #5 CONT. T&B
W3 3' - 0" x 12" x CONT. (3) #5 CONT.
3/32" = 1'-0"
FOUNDATION PLAN
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S1
FOUNDATION PLAN
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
MARK SIZE REINFORCING DETAIL U.N.O.
F3 3' -0" x 3' -0" x 12" DP. #5 @ 12" O.C., EA. WAY
F4 4' -0" x 4' -0" x 12" DP. #5 @ 12" O.C., EA. WAY
F5 5' -0" x 5' -0" x 12" DP. #5 @ 12" O.C., EA. WAY
F6 6' -0" x 6' -0" x 14" DP. #5 @ 12" O.C., EA. WAY
F7 7' -0" x 7' -0" x 14" DP. #5 @ 10" O.C., EA. WAY
F8 8' -0" x 8' -0" x 14" DP. #5 @ 10" O.C., EA. WAY
F9 9' -0" x 9' -0" x 16" DP. #5 @ 8" O.C., EA. WAY
F11 11' -0" x 11' -0" x 24" DP. #5 @ 6" O.C., EA. WAY
F12.5 12' -6" x 12' -6" x 24" DP. #5 @ 6" O.C., EA. WAY
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
1
U
P
D
A
T
ES
/
C
I
T
Y
S
U
B
M
IT
T
A
L
08.16.22
1 1
1
08/16/2022
7'-0"
8'
-
0
"
SHOWROOM
100
OFFICE
101
BREAKROOM
102
R&D AREA
104
STAIR 1
120
RESTROOM
106
REFUSE
105 STORAGE
111
STAIR 2
121
LOBBY
110
EQUIPMENT
ELEVATOR
109
COMM
MOP/
108
SELF-STORAGE
RM
FIRE RISER
107
ELEVATORRESTROOM
103
UP
SWS.
S
RE-USE
AREA
10
x
1
5
10
x
1
0
5x
5
5x
1
0
AD
A
d
o
o
r
C.
S
.
counter placement and
orientation per retail group
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
AA
BB
CC
DD
EE
0"
35
'
-
6
"
29
'
-
6
"
30
'
-
6
"
35
'
-
6
"
0"
0"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 6"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"7' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 6"0"
298' - 0"
13
1
'
-
0
"
0"
35
'
-
6
"
29
'
-
6
"
30
'
-
6
"
35
'
-
6
"
0"
80' - 0"218' - 0"
D
D
D D
D
A
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
C
C
C
C
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
C
C
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
C
C
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
X1
S/HDU2
C
C
C
C
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
C
C
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
C
C
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
C
C
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
C
C
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
C
C
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
C
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
C
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
C
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
C
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
C
C
S/HDU2
S/HDU2
S/HDU2
X4
S/HDU2
S/HDU2S/HDU2
B.9B.9
SHEARWALL SCHEDULE
B
MARK
C
A
NOTES:
1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
2. PROVIDE A MIN OF (4) ADD'L GAS DRIVEN PINS AT THE END OF ALL SHEARWALLS U.N.O., WHEN HOLDOWN IS
CALLED OUT AT THE END OF A SHEARWALL, NO ADD'L PINS REQUIRED.
3. SIDELAP ATTACHMENT OCCURS OVER PANEL LENGTH W/ ADDITIONAL FASTER AT EA. WALL STUD.
SHEATHING
29 GA. P.B.U.
SPANNING HORZ.
29 GA. P.B.U.
SPANNING HORZ.
24 GA. P.B.U.
SPANNING HORZ.
END SUPPORTS
#12 @ 6" O.C.
#12 @ 6" O.C.
#12 @ 6" O.C.
INTERMEDIATE
SUPPORTS
#12 @ 12" O.C.
#12 @ 12" O.C.
#12 @ 12" O.C.
SIDELAP
#12 @ 20" O.C.
WALL INFORMATION PANEL FASTENER/SCREW SIZE & SPC'G
X-BRACED WALL SCHEDULE
X2
MARK
X1
BOT. & TOP PL TO CONCRETE (2)
X3
NOTES:
1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
2. PROVIDE A MIN. OF (4) GAS DRIVEN PINS EQUALLY SPACED AT THE END OF ALL SHEARWALLS
U.O.N. WHEN HOLDOWN (HD#) IS CALLED OUT AT THE END OF A SHEARWALL, PROVIDE
HOLDOWN IN LIEU OF ADDITIONAL PINS.
STRAP & PL
1 1/2" WIDE 18 GA
STRAP, 18 GA PL
STRAP TO
PLATE
(5) - #12
PLATE TO
STUD
PLATE TO
TRACK
WALL INFORMATION PANEL FASTENER/SCREW SIZE & SPC'G FRAMING INFORMATION
6" WIDE 18 GA
STRAP, 18 GA PL
8" WIDE 18 GA
STRAP, 18 GA PL
(20) - #12
(26) - #12
(4) - #12
(14) - #12
(19) - #12
(4) - #12
(14) - #12
(19) - #12
HOLDOWN SCHEDULE
NOTES:
1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR
ADDITIONAL INFORMATION.
2. ALL HOLDOWNS TO BE SIMPSON STRONG TIE. IF HOLDOWN IS
DISCONTINUED, PROVIDE HOLDOWN W/ AN EQUIVALENT
CAPACITY. INSTALL ALL HOLDOWNS IN STRICT ACCORDANCE W/
MANUFACTURES INSTRUCTIONS.
3. ALL ANCHORS SHALL BE CAST-IN-PLACE U.N.O. ON PLANS.
4. ALL HOLDOWNS INSTALLED ABOVE A SLAB ON DECK SHALL HAVE
THE SAME HOLDOWN INSTALLED AT SLAB UNDERSIDE.
TYPE
S/HDU2
CS16 STRAP
NOTES (SEE SHEARWALL PLAN AND SCHEDULE
FOR ADDITIONAL REQUIREMENTS)
1 - POST (18 GA MIN.) AT EACH END OF
SHEARWALL. USE 5/8" Ø CAST-IN -PLACE
ANCHOR. PROVIDE 5" EMBEDMENT AT
SLAB ON GROUND OR FOUNDATION WALL.
1 - POST (18 GA MIN.) AT EACH END OF
SHEAR/BRACE WALL. CONNECT TO STUD
WALL ABOVE AND BELOW W/ (6) #10 SCREWS
EACH. CONTINUE STRAP TO WALL BELOW.
AT TILT-UP CONCRETE WALL CONNECT TO
WALL W/ GAS DRIVEN PINS.
(2) ROWS OF GAS DRIVEN PINS AT 12" O.C.
STAGGERED W/ 3/4" MIN EMBED
(2) ROWS OF GAS DRIVEN PINS AT 12" O.C.
STAGGERED W/ 3/4" MIN EMBED
(2) ROWS OF GAS DRIVEN PINS AT 4" O.C.
STAGGERED W/ 3/4" MIN EMBED
(2) ROWS OF GAS DRIVEN
PINS AT 30" O.C. STAGGERED
W/ 3/4" MIN EMBED
(2) ROWS OF GAS DRIVEN
PINS AT 8" O.C. STAGGERED
W/ 3/4" MIN EMBED
(2) ROWS OF GAS DRIVEN
PINS AT 6" O.C. STAGGERED
W/ 3/4" MIN EMBED
BOT. & TOP PL TO CONCRETE (2)
WALL T&B ATTACHMENTS
#12 @ 12" O.C.
#12 @ 12" O.C.
D 7/16" PLYWOOD
OR OSB
#8 @ 6" O.C.
(PANEL EDGES)
#8 @ 12" O.C.(2) ROWS OF GAS DRIVEN PINS AT 4" O.C.
STAGGERED W/ 3/4" MIN EMBED
#8 @ 6" O.C.
(PANEL EDGES)
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S1.1
FIRST FLOOR SHEARWALL
PLAN
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
3/32" = 1'-0"
FIRST FLOOR SHEARWALL PLAN
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
1
U
P
D
A
T
ES
/
C
I
T
Y
S
U
B
M
IT
T
A
L
08.16.22
1
08/16/2022
7'-0"
8'
-
0
"
SHOWROOM
100
OFFICE
101
BREAKROOM
102
R&D AREA
104
STAIR 1
120
RESTROOM
106
REFUSE
105 STORAGE
111
STAIR 2
121
LOBBY
110
EQUIPMENT
ELEVATOR
109
COMM
MOP/
108
SELF-STORAGE
112
RM
FIRE RISER
107
ELEVATORRESTROOM
103
UP
SWS.
S
counter placement and
orientation per retail group
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
AA
BB
CC
DD
EE
0"
35
'
-
6
"
29
'
-
6
"
30
'
-
6
"
34
'
-
8
3
/
8
"
9
5
/
8
"
6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 6"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"7' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"6"
298' - 0"
13
1
'
-
0
"
297' - 6"
6"
35
'
-
0
"
29
'
-
6
"
30
'
-
6
"
35
'
-
0
"
6"
80' - 0"218' - 0"
(2) 8CS2x105, TYP ACROSS HALLWAY
13
1
'
-
0
"
W2
1
x
4
4
C
=
1
/
4
"
(6
2
)
112' - 6"
W1
4
X
3
0
C
=
0
"
(5
0
)
W2
1
x
6
2
C
=
3
/
8
"
(1
0
0
)
W1
4
X
3
0
C
=
0
"
(3
2
)
W1
4
X
3
0
C
=
0
"
(3
2
)
W1
4
X
3
0
C
=
0
"
(3
2
)
W21x44 C = 0"(32)
W14X30 C = 0"(32)
W1
4
X
3
0
C
=
0
"
(3
2
)
W21x55 C = 0"(84)W24x94 C = 0"(116)
W21x62 C = 0"(60)
W2
1
x
4
4
C
=
1
/
4
"
(6
2
)
W2
1
x
4
4
C
=
1
/
4
"
(6
2
)
W2
1
x
4
4
C
=
1
/
4
"
(6
2
)
W2
1
x
4
4
C
=
1
/
4
"
(6
2
)
W2
1
x
4
4
C
=
1
/
4
"
(6
2
)
W2
1
x
4
4
C
=
1
/
4
"
(6
2
)
W2
1
x
4
4
C
=
1
/
4
"
(6
2
)
W2
1
x
4
4
C
=
1
/
4
"
(6
2
)
W2
1
x
4
4
C
=
1
/
4
"
(6
2
)
W18X130 C = 1/4"(120)
W8
X
3
1
C
=
1
/
4
"
(5
0
)
W8
X
3
1
C
=
1
/
4
"
(5
0
)
W8
X
3
1
C
=
1
/
4
"
(5
0
)
W1
8
X
7
6
C
=
3
/
8
"
(8
8
)
W1
8
X
7
6
C
=
3
/
8
"
(8
8
)
W1
8
X
7
6
C
=
3
/
8
"
(8
8
)
(2) 8CS2x105, TYP ACROSS HALLWAY
(2) 8CS2x105, TYP ACROSS HALLWAY
(2) 8CS2x105, TYP ACROSS HALLWAY
(2) 8CS2x105, TYP ACROSS HALLWAY(2) 8CS2x105, TYP
ACROSS HALLWAY
S8.0
1
S8.0
2
HSS8x6x3/8 C = 0"(32)
(2) 8CS2x105, TYP ACROSS
DOORS IN LOAD BEARING WALL
(2) 8CS2x105, TYP ACROSS
DOORS IN LOAD BEARING WALL
(2) 8CS2x105, TYP ACROSS
DOORS IN LOAD BEARING WALLHSS6x6x1/4HSS6x6x1/4HSS6x6x1/2HSS8X8X3/8HSS6x6x1/2HSS6x6x1/2HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4S8.0
5S9.0
1
S9.0
4
1' - 0"
3' - 3"
11
S6.0 12
S6.0
13
S6.0RE:/1S6.1RE:/1S6.1RE:/9S6.0RE:/9S6.03
S6.0RE:/14S6.0RE:/14S6.0RE:/14S6.0RE:/14S6.0RE:/14S6.0RE:/14S6.0RE:/14S6.0RE:/14S6.0RE:/14S6.0RE:/14S6.02
S6.1
3
S6.1
1
S6.0
1
S6.0
2
S6.1
3
S6.1
2
S6.1
3
S6.1
2
S6.1
3
S6.1
2
S6.1
3
S6.1
2
S6.1
3
S6.1
1
S6.0
1
S6.0
1
S6.0
B.9
B.9
W18x40 C = 0"(22)W18X71 C = 1/4"(70)HSS6x6x1/4HSS6x6x1/4HSS6x6x1/2HSS6x6x1/4HSS6x6x1/41
S6.0HSS6x6x1/411
S6.1
7
S6.1
8
S6.1
L-2
L-1
1
1
1
1
11' -4" CLR
10' -6" CLR
18
'
-
1
1
1
/
2
"
15
'
-
1
0
"HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/416
'
-
0
"HSS6x6x1/2W8
X
3
1
C
=
1
/
4
"
(5
0
)
W8
X
3
1
C
=
1
/
4
"
(5
0
)
W8
X
3
1
C
=
1
/
4
"
(5
0
)
W8
X
3
1
C
=
1
/
4
"
(5
0
)
W8
X
3
1
C
=
1
/
4
"
(5
0
)
W1
4
X
3
0
C
=
0
"
(5
0
)
W1
4
X
3
0
C
=
0
"
(5
0
)
W1
4
X
3
0
C
=
0
"
(5
0
)
W1
4
X
3
0
C
=
0
"
(5
0
)
3
S6.0
3
S6.0
3
S6.0
11' -4" CLR
10' -6" CLRRE:/12S6.0RE:/14S6.0RE:/14S6.0INTERIOR LOAD BEARING C.F.S. WALL STUD SCHEDULE
3RD FLOOR
WALL LEVEL WALL STUD SIZE & SPC'G
2ND FLOOR
1ST FLOOR
BOT. & TOP PL/TRACK (2)
4TH FLOOR 4CS2.5X059 C.F.S. @ 60" O.C.
OR
600S162-68 @ 24" O.C.
4-1/4"X4X16 GA BENT PLATE (LLH)
OR
400T200-54 (600T200-54 @ 6" WALL)
BLOCKING/BRIDGING/BRACING
MID-HEIGHT
(POSTS SHALL ALIGN
W/ PURLINS ABOVE)
4CS2.5X059 C.F.S. @ 30" O.C.
OR
600S162-68 @ 24" O.C.
4CS2.5X059 C.F.S. @ 15" O.C.
OR
600S162-68 @ 16" O.C.
4CS2.5X059 C.F.S. @ 10" O.C.
OR
600S162-68 @ 12" O.C.
MID-HEIGHT
MID-HEIGHT
QUARTER POINTS
(3 LOCATIONS)
NOTES:
1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
2. USE TRACK WHEN INTERIOR METAL PANEL IS INSTALLED. USE BENT PL. IN ALL OTHER CONDITIONS.
CONNECT C.F.S. STUD TO BENT PL. W/ (2) #12-14 SCREWS AT EA. STUD FLANGE & W/ (4) #12-14 SCREWS
TO 4X4 BENT PL AT WEB. CONNECT 4X4 TO SLAB W/ (2) GAS DRIVEN PINS PER PLANS.
EXTERIOR WALL STUD, HORIZONTAL GIRT & IMP SCHEDULE
3RD FLOOR
WALL LEVEL MAX. IMP WALL SHT'G
VERTICAL SPAN (5)
2ND FLOOR
1ST FLOOR
WALL GIRTS (4,5) (HORIZ)
(2) 550S162-68 BOXED OR
6ZS2.25X085
1ST GIRT 8'-0" A.F.F.
(2) 550S162-54 BOXED OR
6ZS2.25X059
1ST GIRT 8'-0" A.F.F.
(2) 550S162-54 BOXED OR
6ZS2.25X059
1ST GIRT 8'-0" A.F.F.
BOT. & TOP PL/TRACK (6)
4TH FLOOR (2) 550S162-68 BOXED OR
6ZS2.25X085
1ST GIRT 8'-0" A.F.F.
NOTES:
1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. ALL GIRTS SHALL BE PAINTED TO MATCH INSIDE FACE OF IMP.
2. CONTRACTOR TO COORDINATE IMP SHT'G GAGE & FASTNER REQUIREMENTS FOR MAX IMP WALL SHT'G SPAN INDICATED ABOVE. IMP SHT'G SPAN ABOVE IS
BASED ON FASTNERS AT SIDE JOINTS & 12" O.C. IN BETWEEN (FP3 PATTERN).
3. WALL GIRTS SPAN FROM HSS TO HSS POST OR C.F.S. TO C.F.S. POST IN EXTERIOR WALLS.
4. WALL GIRT SPACING SHALL MATCH MAX IMP WALL SHT'G SPAN. AT ROOF ABOVE, INSTALL GIRTS AS REQUIRED SO SHT'G SPAN IS EQUAL TO OR LESS THAN
TABLE ABOVE WHEN USING "Z" ZEE GIRTS, INSTALL OUTSIDE TOE UP. USE DBL STUD "S" GIRT AT ALL HEADER CONDITIONS.
5. WHEN SHT'G SPAN ABOVE MEETS OR EXCEEDS FL. TO FL. HEIGHT, IMP WALL SHT'G SHALL SPAN FROM FLR. TO FLR. IN THIS CASE, WALL GIRT SHOWN SHALL BE
ONLY INSTALLED AT TOP OF DOORS AND WINDOWS WHERE THEY OCCUR. USE TYP. BOT. PL. AT TOP OF FLOOR & UNDERSIDE OF DECK ABOVE.
6. USE TRACK WHEN INTERIOR METAL PANEL IS INSTALLED. USE BENT PL. IN ALL OTHER CONDITIONS. CONNECT C.F.S. STUD TO BENT PL. W/ (2) #12-14 SCREWS
AT EA. STUD FLANGE & W/ (4) #12-14 SCREWS TO BENT PL AT WEB. CONNECT BENT PLATE TO SLAB W/ GAS DRIVEN PINS PER SCHEDULE.
6-1/4"X4"X16 GA BENT PLATE (LLH)
OR
600T200-54
6-1/4"X4"X16 GA BENT PLATE (LLH)
OR
600T200-54
6-1/4"X4"X16 GA BENT PLATE (LLH)
OR
600T200-54
6-1/4"X4"X16 GA BENT PLATE (LLH)
OR
600T200-54
4-1/4"X4X16 GA BENT PLATE (LLH)
OR
400T200-54 (600T200-54 @ 6" WALL)
4-1/4"X4X16 GA BENT PLATE (LLH)
OR
400T200-54 (600T200-54 @ 6" WALL)
4-1/4"X4X16 GA BENT PLATE (LLH)
OR
400T200-54 (600T200-54 @ 6" WALL)
(2)600S200-68 @ 10' - 0" O.C.
BOXED
WALL JAMB POST (VERT)WALL GIRTS TO POST
(2)600S200-68 @ 10' - 0" O.C.
BOXED
(2)600S200-68 @ 10' - 0" O.C.
BOXED
4"X4"X14GA CLIP ANGLE
W/ (6) #12 SCREWS EA. LEG
4"X4"X14GA CLIP ANGLE
W/ (6) #12 SCREWS EA. LEG
4"X4"X14GA CLIP ANGLE
W/ (6) #12 SCREWS EA. LEG
4"X4"X14GA CLIP ANGLE
W/ (6) #12 SCREWS EA. LEG
(2)600S200-68 @ 10' - 0" O.C.
BOXED
12' - 8" LOW SIDE
15' - 1" HIGH SIDE
10' - 8"
12' - 6"
12' - 8" LOW SIDE
15' - 1" HIGH SIDE
KEYED NOTES
SHEET NOTES
1. CAMBER AT MID SPAN OF W-BEAMS IS SHOWN AS C = x/x".
2. FRAME MECHANICAL OPENINGS IN FLOOR GREATER THAN 24" IN ANY DIMENSION, RE: . AT
OPENINGS LESS THAN 24" RE: & .
3. VERIFY/COORDINATE OPENING SIZE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.
4. TOTAL NUMBER OF 3/4"x4" LONG "NELSON" SHEAR STUDS REQ'D. FOR BEAMS IS CALLED OUT IN
PARENTHESIS AFTER BEAM DESIGNATION AS W_x_ (#) EVENLY SPACED ALONG BEAM LENGTH U.N.O.,
RE: .
5. PROVIDE THE FOLLOWING FOR SUPPORT AND SIDELAP DECK ATTACHMENTS:
A. AT STRUCTRUAL STEEL: (4) 1/2"Ø PUDDLE WELDS AT SUPPORTS (36/4 12" O.C.) AND 12" O.C.
ALONG PERIMETER, BUTTON PUNCH SIDELAPS @ 24" O.C.
B. AT CFS: (4) #12 SCREWS AT SUPPORTS (36/4 12" O.C.) AND 12" O.C. ALONG PERIMETER, BUTTON
PUNCH SIDELAPS @ 24" O.C.
6. CONTRACTOR TO SEAL ALL DECK JOINTS (LAP AND TAPE, BUTT AND TAPE, NEOPRENE OR METAL
DECK CLOSURES, ETC) TO PREVENT CONCRETE SEEPAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR
REPLACING ALL WALL SHEATHING DEEMED DAMAGED BY UHI REPRESENTATIVE. IN ADDITIONTO
SEALING JOINTS, IT IS RECOMMENDED TO COVER ALL WALL SHEATHING BELOW CONCRETE
PLACEMENT WITH PLASTIC SHEATHING TO AID INPROTECTION FROM CONCRETE SEEPAGE DAMAGE.
1. 18 GA. 2W COMPOSITE GALVANIZED METAL DECK W/ 4-1/2" TOTAL DEPTH NORMAL WEIGHT
CONCRETE (2-1/2" TOPPING OVER 2" METAL DECK) W/ 6 x 6 - W1.4 x W1.4 WWF, OR #3 REBAR @ 16" O.C.
DECK TO SPAN 3 SUPPORT LINES MINIMUM. SHORE ALL DECKING PRIOR TO CONCRETE PLACEMENT
AT ALL ENTRANCES, SHOWROOM, AND SINGLE SPAN CONDITIONS. COORDINATE WITH OWNER.
/7 S6.2
/8 S6.2 /9 S6.2
/6 S6.2
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S2
SECOND FLOOR
FRAMING PLAN
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
3/32" = 1'-0"
SECOND FLOOR FRAMING PLAN
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
1
U
P
D
A
T
ES
/
C
I
T
Y
S
U
B
M
IT
T
A
L
08.16.22
1 1
08/16/2022
STAIR 1
220
STAIR 2
221
COMM
MOP/
208
SELF-STORAGE
212
ELEVATOR
UP
SWS.
S
C.S.
ELEVATOR 7500
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
AA
BB
CC
DD
EE
6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 6"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"7' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"6"
6"
35
'
-
0
"
29
'
-
6
"
30
'
-
6
"
35
'
-
6
"
218' - 0"
A
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
B
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
S/HDU2
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
S/HDU2
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
S/HDU2
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
S/HDU2
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
S/HDU2
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
S/HDU2
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
S/HDU2
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
S/HDU2
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
S/HDU2
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
S/HDU2
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
S/HDU2
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
B
B
B
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
B
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
B
S/HDU2
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
B
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
B
BBB
S/HDU2 S/HDU2S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
6"6"
35
'
-
0
"
30
'
-
6
"
29
'
-
6
"
35
'
-
0
"
6"
S/HDU2
B
S/HDU2
S/HDU2
S/HDU2
B
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
B.9
B.9
4
S6.2
TYP
4
S6.2
TYP
5
S6.2
TYP
5
S6.2TYP
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2 X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
X2
S/HDU2
SHEARWALL SCHEDULE
B
MARK
C
A
NOTES:
1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
2. PROVIDE A MIN OF (4) ADD'L GAS DRIVEN PINS AT THE END OF ALL SHEARWALLS U.N.O., WHEN HOLDOWN IS
CALLED OUT AT THE END OF A SHEARWALL, NO ADD'L PINS REQUIRED.
3. SIDELAP ATTACHMENT OCCURS OVER PANEL LENGTH W/ ADDITIONAL FASTER AT EA. WALL STUD.
SHEATHING
29 GA. P.B.U.
SPANNING HORZ.
29 GA. P.B.U.
SPANNING HORZ.
24 GA. P.B.U.
SPANNING HORZ.
END SUPPORTS
#12 @ 6" O.C.
#12 @ 6" O.C.
#12 @ 6" O.C.
INTERMEDIATE
SUPPORTS
#12 @ 12" O.C.
#12 @ 12" O.C.
#12 @ 12" O.C.
SIDELAP
#12 @ 20" O.C.
WALL INFORMATION PANEL FASTENER/SCREW SIZE & SPC'G
X-BRACED WALL SCHEDULE
X2
MARK
X1
BOT. & TOP PL TO CONCRETE (2)
X3
NOTES:
1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
2. PROVIDE A MIN. OF (4) GAS DRIVEN PINS EQUALLY SPACED AT THE END OF ALL SHEARWALLS
U.O.N. WHEN HOLDOWN (HD#) IS CALLED OUT AT THE END OF A SHEARWALL, PROVIDE
HOLDOWN IN LIEU OF ADDITIONAL PINS.
STRAP & PL
1 1/2" WIDE 18 GA
STRAP, 18 GA PL
STRAP TO
PLATE
(5) - #12
PLATE TO
STUD
PLATE TO
TRACK
WALL INFORMATION PANEL FASTENER/SCREW SIZE & SPC'G FRAMING INFORMATION
6" WIDE 18 GA
STRAP, 18 GA PL
8" WIDE 18 GA
STRAP, 18 GA PL
(20) - #12
(26) - #12
(4) - #12
(14) - #12
(19) - #12
(4) - #12
(14) - #12
(19) - #12
HOLDOWN SCHEDULE
NOTES:
1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR
ADDITIONAL INFORMATION.
2. ALL HOLDOWNS TO BE SIMPSON STRONG TIE. IF HOLDOWN IS
DISCONTINUED, PROVIDE HOLDOWN W/ AN EQUIVALENT
CAPACITY. INSTALL ALL HOLDOWNS IN STRICT ACCORDANCE W/
MANUFACTURES INSTRUCTIONS.
3. ALL ANCHORS SHALL BE CAST-IN-PLACE U.N.O. ON PLANS.
4. ALL HOLDOWNS INSTALLED ABOVE A SLAB ON DECK SHALL HAVE
THE SAME HOLDOWN INSTALLED AT SLAB UNDERSIDE.
TYPE
S/HDU2
CS16 STRAP
NOTES (SEE SHEARWALL PLAN AND SCHEDULE
FOR ADDITIONAL REQUIREMENTS)
1 - POST (18 GA MIN.) AT EACH END OF
SHEARWALL. USE 5/8" Ø CAST-IN -PLACE
ANCHOR. PROVIDE 5" EMBEDMENT AT
SLAB ON GROUND OR FOUNDATION WALL.
1 - POST (18 GA MIN.) AT EACH END OF
SHEAR/BRACE WALL. CONNECT TO STUD
WALL ABOVE AND BELOW W/ (6) #10 SCREWS
EACH. CONTINUE STRAP TO WALL BELOW.
AT TILT-UP CONCRETE WALL CONNECT TO
WALL W/ GAS DRIVEN PINS.
(2) ROWS OF GAS DRIVEN PINS AT 12" O.C.
STAGGERED W/ 3/4" MIN EMBED
(2) ROWS OF GAS DRIVEN PINS AT 12" O.C.
STAGGERED W/ 3/4" MIN EMBED
(2) ROWS OF GAS DRIVEN PINS AT 4" O.C.
STAGGERED W/ 3/4" MIN EMBED
(2) ROWS OF GAS DRIVEN
PINS AT 30" O.C. STAGGERED
W/ 3/4" MIN EMBED
(2) ROWS OF GAS DRIVEN
PINS AT 8" O.C. STAGGERED
W/ 3/4" MIN EMBED
(2) ROWS OF GAS DRIVEN
PINS AT 6" O.C. STAGGERED
W/ 3/4" MIN EMBED
BOT. & TOP PL TO CONCRETE (2)
WALL T&B ATTACHMENTS
#12 @ 12" O.C.
#12 @ 12" O.C.
D 7/16" PLYWOOD
OR OSB
#8 @ 6" O.C.
(PANEL EDGES)
#8 @ 12" O.C.(2) ROWS OF GAS DRIVEN PINS AT 4" O.C.
STAGGERED W/ 3/4" MIN EMBED
#8 @ 6" O.C.
(PANEL EDGES)
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S2.1
SECOND FLOOR
SHEARWALL PLAN
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
3/32" = 1'-0"
SECOND FLOOR SHEARWALL PLAN
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
1
U
P
D
A
T
ES
/
C
I
T
Y
S
U
B
M
IT
T
A
L
08.16.22
1
08/16/2022
STAIR 1
220
STAIR 2
221
COMM
MOP/
208
SELF-STORAGE
212
ELEVATOR
UP
SWS.
S
C.S.
ELEVATOR 7500
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
AA
BB
CC
DD
EE
35
'
-
6
"
29
'
-
6
"
30
'
-
6
"
35
'
-
6
"
0"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 6"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"7' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 6"0"
298' - 0"
13
1
'
-
0
"
298' - 0"
35
'
-
6
"
29
'
-
6
"
30
'
-
6
"
35
'
-
6
"
218' - 0"
(2) 8CS2x105, TYP ACROSS HALLWAY
S8.0
3
S8.0
4
W16x26HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4W1
8
x
3
5HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4W16x26HSS4-1/2X4-1/2X1/4HSS8x6x3/8HSS6x6x3/8HSS6x6x3/8HSS6x6x3/8B.9B.9
(2) 8CS2x105, TYP ACROSS HALLWAY
(2) 8CS2x105, TYP ACROSS HALLWAY
(2) 8CS2x105, TYP ACROSS HALLWAY
(2) 8CS2x105, TYP ACROSS HALLWAY
(2) 8CS2x105, TYP ACROSS
DOORS IN LOAD BEARING WALL
(2) 8CS2x105, TYP ACROSS
DOORS IN LOAD BEARING WALL
(2) 8CS2x105, TYP ACROSS
DOORS IN LOAD BEARING WALL
(2) 8CS2x105, TYP ACROSS HALLWAY
(2) 8CS2x105, TYP ACROSS HALLWAY
6
S6.0
8
S6.0
7
S6.0
8
S6.0
L-2
L-1
2
S6.1
3
S6.1
2
S6.1
3
S6.1
2
S6.1
3
S6.1
2
S6.1
3
S6.1
8
S6.0
6
S6.0
6
S6.0
9
S6.0
1
S9.0
2
S9.0
7
S6.0
8
S6.0
14
S6.1
7
S6.0HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/41
1
1
INTERIOR LOAD BEARING C.F.S. WALL STUD SCHEDULE
3RD FLOOR
WALL LEVEL WALL STUD SIZE & SPC'G
2ND FLOOR
1ST FLOOR
BOT. & TOP PL/TRACK (2)
4TH FLOOR 4CS2.5X059 C.F.S. @ 60" O.C.
OR
600S162-68 @ 24" O.C.
4-1/4"X4X16 GA BENT PLATE (LLH)
OR
400T200-54 (600T200-54 @ 6" WALL)
BLOCKING/BRIDGING/BRACING
MID-HEIGHT
(POSTS SHALL ALIGN
W/ PURLINS ABOVE)
4CS2.5X059 C.F.S. @ 30" O.C.
OR
600S162-68 @ 24" O.C.
4CS2.5X059 C.F.S. @ 15" O.C.
OR
600S162-68 @ 16" O.C.
4CS2.5X059 C.F.S. @ 10" O.C.
OR
600S162-68 @ 12" O.C.
MID-HEIGHT
MID-HEIGHT
QUARTER POINTS
(3 LOCATIONS)
NOTES:
1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
2. USE TRACK WHEN INTERIOR METAL PANEL IS INSTALLED. USE BENT PL. IN ALL OTHER CONDITIONS.
CONNECT C.F.S. STUD TO BENT PL. W/ (2) #12-14 SCREWS AT EA. STUD FLANGE & W/ (4) #12-14 SCREWS
TO 4X4 BENT PL AT WEB. CONNECT 4X4 TO SLAB W/ (2) GAS DRIVEN PINS PER PLANS.
EXTERIOR WALL STUD, HORIZONTAL GIRT & IMP SCHEDULE
3RD FLOOR
WALL LEVEL MAX. IMP WALL SHT'G
VERTICAL SPAN (5)
2ND FLOOR
1ST FLOOR
WALL GIRTS (4,5) (HORIZ)
(2) 550S162-68 BOXED OR
6ZS2.25X085
1ST GIRT 8'-0" A.F.F.
(2) 550S162-54 BOXED OR
6ZS2.25X059
1ST GIRT 8'-0" A.F.F.
(2) 550S162-54 BOXED OR
6ZS2.25X059
1ST GIRT 8'-0" A.F.F.
BOT. & TOP PL/TRACK (6)
4TH FLOOR (2) 550S162-68 BOXED OR
6ZS2.25X085
1ST GIRT 8'-0" A.F.F.
NOTES:
1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. ALL GIRTS SHALL BE PAINTED TO MATCH INSIDE FACE OF IMP.
2. CONTRACTOR TO COORDINATE IMP SHT'G GAGE & FASTNER REQUIREMENTS FOR MAX IMP WALL SHT'G SPAN INDICATED ABOVE. IMP SHT'G SPAN ABOVE IS
BASED ON FASTNERS AT SIDE JOINTS & 12" O.C. IN BETWEEN (FP3 PATTERN).
3. WALL GIRTS SPAN FROM HSS TO HSS POST OR C.F.S. TO C.F.S. POST IN EXTERIOR WALLS.
4. WALL GIRT SPACING SHALL MATCH MAX IMP WALL SHT'G SPAN. AT ROOF ABOVE, INSTALL GIRTS AS REQUIRED SO SHT'G SPAN IS EQUAL TO OR LESS THAN
TABLE ABOVE WHEN USING "Z" ZEE GIRTS, INSTALL OUTSIDE TOE UP. USE DBL STUD "S" GIRT AT ALL HEADER CONDITIONS.
5. WHEN SHT'G SPAN ABOVE MEETS OR EXCEEDS FL. TO FL. HEIGHT, IMP WALL SHT'G SHALL SPAN FROM FLR. TO FLR. IN THIS CASE, WALL GIRT SHOWN SHALL BE
ONLY INSTALLED AT TOP OF DOORS AND WINDOWS WHERE THEY OCCUR. USE TYP. BOT. PL. AT TOP OF FLOOR & UNDERSIDE OF DECK ABOVE.
6. USE TRACK WHEN INTERIOR METAL PANEL IS INSTALLED. USE BENT PL. IN ALL OTHER CONDITIONS. CONNECT C.F.S. STUD TO BENT PL. W/ (2) #12-14 SCREWS
AT EA. STUD FLANGE & W/ (4) #12-14 SCREWS TO BENT PL AT WEB. CONNECT BENT PLATE TO SLAB W/ GAS DRIVEN PINS PER SCHEDULE.
6-1/4"X4"X16 GA BENT PLATE (LLH)
OR
600T200-54
6-1/4"X4"X16 GA BENT PLATE (LLH)
OR
600T200-54
6-1/4"X4"X16 GA BENT PLATE (LLH)
OR
600T200-54
6-1/4"X4"X16 GA BENT PLATE (LLH)
OR
600T200-54
4-1/4"X4X16 GA BENT PLATE (LLH)
OR
400T200-54 (600T200-54 @ 6" WALL)
4-1/4"X4X16 GA BENT PLATE (LLH)
OR
400T200-54 (600T200-54 @ 6" WALL)
4-1/4"X4X16 GA BENT PLATE (LLH)
OR
400T200-54 (600T200-54 @ 6" WALL)
(2)600S200-68 @ 10' - 0" O.C.
BOXED
WALL JAMB POST (VERT)WALL GIRTS TO POST
(2)600S200-68 @ 10' - 0" O.C.
BOXED
(2)600S200-68 @ 10' - 0" O.C.
BOXED
4"X4"X14GA CLIP ANGLE
W/ (6) #12 SCREWS EA. LEG
4"X4"X14GA CLIP ANGLE
W/ (6) #12 SCREWS EA. LEG
4"X4"X14GA CLIP ANGLE
W/ (6) #12 SCREWS EA. LEG
4"X4"X14GA CLIP ANGLE
W/ (6) #12 SCREWS EA. LEG
(2)600S200-68 @ 10' - 0" O.C.
BOXED
12' - 8" LOW SIDE
15' - 1" HIGH SIDE
10' - 8"
12' - 6"
12' - 8" LOW SIDE
15' - 1" HIGH SIDE
KEYED NOTES
SHEET NOTES
1. CAMBER AT MID SPAN OF W-BEAMS IS SHOWN AS C = x/x".
2. FRAME MECHANICAL OPENINGS IN FLOOR GREATER THAN 24" IN ANY DIMENSION, RE: . AT
OPENINGS LESS THAN 24" RE: & .
3. VERIFY/COORDINATE OPENING SIZE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.
4. TOTAL NUMBER OF 3/4"x4" LONG "NELSON" SHEAR STUDS REQ'D. FOR BEAMS IS CALLED OUT IN
PARENTHESIS AFTER BEAM DESIGNATION AS W_x_ (#) EVENLY SPACED ALONG BEAM LENGTH U.N.O.,
RE: .
5. PROVIDE THE FOLLOWING FOR SUPPORT AND SIDELAP DECK ATTACHMENTS:
A. AT STRUCTRUAL STEEL: (4) 1/2"Ø PUDDLE WELDS AT SUPPORTS (36/4 12" O.C.) AND 12" O.C.
ALONG PERIMETER, BUTTON PUNCH SIDELAPS @ 24" O.C.
B. AT CFS: (4) #12 SCREWS AT SUPPORTS (36/4 12" O.C.) AND 12" O.C. ALONG PERIMETER, BUTTON
PUNCH SIDELAPS @ 24" O.C.
6. CONTRACTOR TO SEAL ALL DECK JOINTS (LAP AND TAPE, BUTT AND TAPE, NEOPRENE OR METAL
DECK CLOSURES, ETC) TO PREVENT CONCRETE SEEPAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR
REPLACING ALL WALL SHEATHING DEEMED DAMAGED BY UHI REPRESENTATIVE. IN ADDITIONTO
SEALING JOINTS, IT IS RECOMMENDED TO COVER ALL WALL SHEATHING BELOW CONCRETE
PLACEMENT WITH PLASTIC SHEATHING TO AID INPROTECTION FROM CONCRETE SEEPAGE DAMAGE.
1. 18 GA. 2W COMPOSITE GALVANIZED METAL DECK W/ 4-1/2" TOTAL DEPTH NORMAL WEIGHT
CONCRETE (2-1/2" TOPPING OVER 2" METAL DECK) W/ 6 x 6 - W1.4 x W1.4 WWF, OR #3 REBAR @ 16" O.C.
DECK TO SPAN 3 SUPPORT LINES MINIMUM. SHORE ALL DECKING PRIOR TO CONCRETE PLACEMENT
AT ALL ENTRANCES, SHOWROOM, AND SINGLE SPAN CONDITIONS. COORDINATE WITH OWNER.
/7 S6.2
/8 S6.2 /9 S6.2
/6 S6.2 SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S3.0
THIRD FLOOR FRAMING
PLAN
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
3/32" = 1'-0"
THIRD FLOOR FRAMING PLAN
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
08/16/2022
SWS.
S
STAIR 1
320
RESTROOM
306
STAIR 2
321
COMM
MOP/
308
SELF-STORAGE
312
ELEVATOR
UP
C.
S
.
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
AA
BB
CC
DD
EE0"
35
'
-
6
"
29
'
-
6
"
30
'
-
6
"
35
'
-
6
"
0"
0"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 6"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"7' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 6"0"
298' - 0"
13
1
'
-
0
"
0"
35
'
-
6
"
29
'
-
6
"
30
'
-
6
"
35
'
-
6
"
0"
218' - 0"
S/HDU2
S/HDU2
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
S/HDU2
A
S/HDU2
S/HDU2
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
S/HDU2
S/HDU2
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
S/HDU2
S/HDU2
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
S/HDU2
S/HDU2
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
S/HDU2
S/HDU2
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
S/HDU2
S/HDU2
A
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
S/HDU2
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
AA
A
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
S/HDU2
S/HDU2
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
S/HDU2
S/HDU2
A
S/HDU2
S/HDU2
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
S/HDU2
S/HDU2
A
S/HDU2
S/HDU2
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
S/HDU2
S/HDU2
A
S/HDU2
S/HDU2
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
S/HDU2
S/HDU2
A
S/HDU2
S/HDU2
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
S/HDU2
S/HDU2
A
S/HDU2
S/HDU2
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
S/HDU2
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
S/HDU2
S/HDU2
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
S/HDU2
S/HDU2
A
S/HDU2
S/HDU2
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
S/HDU2
S/HDU2
A
S/HDU2
S/HDU2
A
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
S/HDU2
S/HDU2
A
S/HDU2
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
A
S/HDU2
S/HDU2
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
A
S/HDU2
S/HDU2
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
A
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
A
A
A
A
A
A
A
A
A
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
S/HDU2
S/HDU2
S/HDU2
S/HDU2
A
A
B.9B.9
4
S6.2
TYP
4
S6.2
TYP
5
S6.2
TYP
5
S6.2
TYP
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3 S/HDU2
X3 S/HDU2
X3 S/HDU2
X3 S/HDU2
X3 S/HDU2
X3 S/HDU2
X3 S/HDU2
X3 S/HDU2
X3 S/HDU2
X3 S/HDU2
X3 S/HDU2
X3 S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
X3
S/HDU2
SHEARWALL SCHEDULE
B
MARK
C
A
NOTES:
1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
2. PROVIDE A MIN OF (4) ADD'L GAS DRIVEN PINS AT THE END OF ALL SHEARWALLS U.N.O., WHEN HOLDOWN IS
CALLED OUT AT THE END OF A SHEARWALL, NO ADD'L PINS REQUIRED.
3. SIDELAP ATTACHMENT OCCURS OVER PANEL LENGTH W/ ADDITIONAL FASTER AT EA. WALL STUD.
SHEATHING
29 GA. P.B.U.
SPANNING HORZ.
29 GA. P.B.U.
SPANNING HORZ.
24 GA. P.B.U.
SPANNING HORZ.
END SUPPORTS
#12 @ 6" O.C.
#12 @ 6" O.C.
#12 @ 6" O.C.
INTERMEDIATE
SUPPORTS
#12 @ 12" O.C.
#12 @ 12" O.C.
#12 @ 12" O.C.
SIDELAP
#12 @ 20" O.C.
WALL INFORMATION PANEL FASTENER/SCREW SIZE & SPC'G
X-BRACED WALL SCHEDULE
X2
MARK
X1
BOT. & TOP PL TO CONCRETE (2)
X3
NOTES:
1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
2. PROVIDE A MIN. OF (4) GAS DRIVEN PINS EQUALLY SPACED AT THE END OF ALL SHEARWALLS
U.O.N. WHEN HOLDOWN (HD#) IS CALLED OUT AT THE END OF A SHEARWALL, PROVIDE
HOLDOWN IN LIEU OF ADDITIONAL PINS.
STRAP & PL
1 1/2" WIDE 18 GA
STRAP, 18 GA PL
STRAP TO
PLATE
(5) - #12
PLATE TO
STUD
PLATE TO
TRACK
WALL INFORMATION PANEL FASTENER/SCREW SIZE & SPC'G FRAMING INFORMATION
6" WIDE 18 GA
STRAP, 18 GA PL
8" WIDE 18 GA
STRAP, 18 GA PL
(20) - #12
(26) - #12
(4) - #12
(14) - #12
(19) - #12
(4) - #12
(14) - #12
(19) - #12
HOLDOWN SCHEDULE
NOTES:
1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR
ADDITIONAL INFORMATION.
2. ALL HOLDOWNS TO BE SIMPSON STRONG TIE. IF HOLDOWN IS
DISCONTINUED, PROVIDE HOLDOWN W/ AN EQUIVALENT
CAPACITY. INSTALL ALL HOLDOWNS IN STRICT ACCORDANCE W/
MANUFACTURES INSTRUCTIONS.
3. ALL ANCHORS SHALL BE CAST-IN-PLACE U.N.O. ON PLANS.
4. ALL HOLDOWNS INSTALLED ABOVE A SLAB ON DECK SHALL HAVE
THE SAME HOLDOWN INSTALLED AT SLAB UNDERSIDE.
TYPE
S/HDU2
CS16 STRAP
NOTES (SEE SHEARWALL PLAN AND SCHEDULE
FOR ADDITIONAL REQUIREMENTS)
1 - POST (18 GA MIN.) AT EACH END OF
SHEARWALL. USE 5/8" Ø CAST-IN -PLACE
ANCHOR. PROVIDE 5" EMBEDMENT AT
SLAB ON GROUND OR FOUNDATION WALL.
1 - POST (18 GA MIN.) AT EACH END OF
SHEAR/BRACE WALL. CONNECT TO STUD
WALL ABOVE AND BELOW W/ (6) #10 SCREWS
EACH. CONTINUE STRAP TO WALL BELOW.
AT TILT-UP CONCRETE WALL CONNECT TO
WALL W/ GAS DRIVEN PINS.
(2) ROWS OF GAS DRIVEN PINS AT 12" O.C.
STAGGERED W/ 3/4" MIN EMBED
(2) ROWS OF GAS DRIVEN PINS AT 12" O.C.
STAGGERED W/ 3/4" MIN EMBED
(2) ROWS OF GAS DRIVEN PINS AT 4" O.C.
STAGGERED W/ 3/4" MIN EMBED
(2) ROWS OF GAS DRIVEN
PINS AT 30" O.C. STAGGERED
W/ 3/4" MIN EMBED
(2) ROWS OF GAS DRIVEN
PINS AT 8" O.C. STAGGERED
W/ 3/4" MIN EMBED
(2) ROWS OF GAS DRIVEN
PINS AT 6" O.C. STAGGERED
W/ 3/4" MIN EMBED
BOT. & TOP PL TO CONCRETE (2)
WALL T&B ATTACHMENTS
#12 @ 12" O.C.
#12 @ 12" O.C.
D 7/16" PLYWOOD
OR OSB
#8 @ 6" O.C.
(PANEL EDGES)
#8 @ 12" O.C.(2) ROWS OF GAS DRIVEN PINS AT 4" O.C.
STAGGERED W/ 3/4" MIN EMBED
#8 @ 6" O.C.
(PANEL EDGES)
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S3.1
THIRD FLOOR
SHEARWALL PLAN
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
3/32" = 1'-0"
THIRD FLOOR SHEARWALL PLAN
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
1
U
P
D
A
T
ES
/
C
I
T
Y
S
U
B
M
IT
T
A
L
08.16.22
1
08/16/2022
SWS.
S
STAIR 1
320
RESTROOM
306
STAIR 2
321
COMM
MOP/
308
SELF-STORAGE
312
ELEVATOR
UP
C.
S
.
EL
E
V
A
T
O
R
7
5
0
0
3/
8
"
P
E
R
F
T
.
M
I
N
.
ROOF NOTES
1. ROOF FRAMING SHALL BE “Z” ROOF PURLINS AS NOTED ON ROOF FRAMING PLAN, UNLESS
ENGINEERING IS PROVIDED BY THE PURLIN MANUFACTURER . FINAL PURLIN DEPTH SHALL BE
VERIFIED BY THE PURLIN MANUFACTURER. PURLINS SHALL BE CONTINUOUS FOR (2) SPANS MINIMUM.
A. NOTE TO PURLIN MANUFACTURER:
a. PURLIN MANUFACTURER SHALL CONFORM TO THE PURLIN LAYOUT AS SHOWN ON THE
STRUCTURAL DRAWINGS. ALL SUBSTITUTIONS/CHANGES SHALL BE SUBMITTED IN
WRITING TO THE E.O.R. FOR APPROVAL PRIOR TO ANY WORK BEING DONE.
b. PURLIN MANUFACTURER/INSTALLER SHALL PROVIDE AND DESIGN ALL TEMPORARY
AND PERMANENT SHORING AND BRACING.
2. ELEVATOR HOIST BEAM BY CONTRACTOR. COORDINATE SIZE AND LOCATION WITH ELEVATOR
MANUFACTURER PRIOR TO FABRICATION.
3. 'LX' LINTEL DETAIL AND SCHEDULE, RE: .
4. NET UPLIFT ON ROOF:
A. = -8.4 PSF WIND (ASD)
B. = -15.1 PSF WITHIN 10' OF EXTERIOR WALLS (ASD)
1. ROOF DECK SHALL BE A DOUBLE LOCK STANDING SEAM STEEL ROOF DECK AS MANUFACTURERED BY
BUTLER MANUFACTURERING. ALL DECK ATTACHMENT AND RELATED ITEMS SHALL BE DESIGNED
AND PROVIDED BY DECK MANUFACTURER. SEE GENERAL STRUCTURAL NOTES FOR LOAD
REQUIREMENTS, AND FRAMING PLAN FOR DECK SPANS.
ROOF DECK / DIAPHRAGM
KEYED NOTES
1. ROOF ACCESS HATCH, RE: ARCH.
2. SCUPPER W/ CRICKET IN ROOF INSULATION, RE: ARCH.
3. SNOW DRIFT PROFILES: DRIFTS OCCUR ALONG ENTIRE LENGTH OF WALL SEGMENT.
No.
Pd
No.Pd Wd
D1 48 PSF 11' -6"
Wd
/1 S7.1
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
AA
BB
CC
DD
EE
6"
30
'
-
0
"
35
'
-
0
"
6"
6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 6"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"7' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"6"
298' - 0"
13
1
'
-
0
"
298' - 0"
6"
35
'
-
0
"
29
'
-
6
"
30
'
-
6
"
35
'
-
0
"
6"
218' - 0"
4-1/2" WIDE x 18 GA CROSS
BRACING STRAPS, RE:
7Z
S
2
.
2
5
x
0
8
5
@
5
'
-0"
O
.
C
.
M
A
X
.HSS4-1/2X4-1/2X1/4W16x26
W16x26
W1
8
x
3
5HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS8x6x3/8HSS6x6x3/8HSS4-1/2X4-1/2X1/456' - 0"
10
'
-
0
"
/2 S7.1
1
S7.0
1B
S7.0
1
S7.0
3
S7.0
4-1/2" WIDE x 18 GA CROSS
BRACING STRAPS, RE: /2 S7.1
3
S7.0
3
S7.0
11
S7.0
11
S7.0
11
S7.0
2
S7.0
5
S7.0
5
S7.0
5
S7.0
9
S7.0
8
S7.0
8
S7.0
3
S7.1
9
S7.0
4
S7.0
B.9B.9
4-1/2" WIDE x 18 GA CROSS
BRACING STRAPS, RE: /2 S7.1
1B
S7.0
TYP
1B
S7.0
TYP
TYP
2
S7.0
8
S7.0
7
S7.0
(2) 6CS2x059, TYP ACROSS HALLWAY
(2) 6CS2x059, TYP ACROSS HALLWAY
(2) 6CS2x059, TYP ACROSS HALLWAY
(2) 6CS2x059, TYP ACROSS HALLWAY
(2) 6CS2x059, TYP ACROSS HALLWAY
(2) 6CS2x059, TYP ACROSS
DOORS IN LOAD BEARING WALL
(2) 6CS2x059, TYP ACROSS
DOORS IN LOAD BEARING WALL
(2) 6CS2x059, TYP ACROSS
DOORS IN LOAD BEARING WALL
(2) 6CS2x059, TYP ACROSS HALLWAY
(2) 6CS2x059, TYP ACROSS HALLWAY
L-1
L-1HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4W8X15
INTERIOR LOAD BEARING C.F.S. WALL STUD SCHEDULE
3RD FLOOR
WALL LEVEL WALL STUD SIZE & SPC'G
2ND FLOOR
1ST FLOOR
BOT. & TOP PL/TRACK (2)
4TH FLOOR 4CS2.5X059 C.F.S. @ 60" O.C.
OR
600S162-68 @ 24" O.C.
4-1/4"X4X16 GA BENT PLATE (LLH)
OR
400T200-54 (600T200-54 @ 6" WALL)
BLOCKING/BRIDGING/BRACING
MID-HEIGHT
(POSTS SHALL ALIGN
W/ PURLINS ABOVE)
4CS2.5X059 C.F.S. @ 30" O.C.
OR
600S162-68 @ 24" O.C.
4CS2.5X059 C.F.S. @ 15" O.C.
OR
600S162-68 @ 16" O.C.
4CS2.5X059 C.F.S. @ 10" O.C.
OR
600S162-68 @ 12" O.C.
MID-HEIGHT
MID-HEIGHT
QUARTER POINTS
(3 LOCATIONS)
NOTES:
1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
2. USE TRACK WHEN INTERIOR METAL PANEL IS INSTALLED. USE BENT PL. IN ALL OTHER CONDITIONS.
CONNECT C.F.S. STUD TO BENT PL. W/ (2) #12-14 SCREWS AT EA. STUD FLANGE & W/ (4) #12-14 SCREWS
TO 4X4 BENT PL AT WEB. CONNECT 4X4 TO SLAB W/ (2) GAS DRIVEN PINS PER PLANS.
EXTERIOR WALL STUD, HORIZONTAL GIRT & IMP SCHEDULE
3RD FLOOR
WALL LEVEL MAX. IMP WALL SHT'G
VERTICAL SPAN (5)
2ND FLOOR
1ST FLOOR
WALL GIRTS (4,5) (HORIZ)
(2) 550S162-68 BOXED OR
6ZS2.25X085
1ST GIRT 8'-0" A.F.F.
(2) 550S162-54 BOXED OR
6ZS2.25X059
1ST GIRT 8'-0" A.F.F.
(2) 550S162-54 BOXED OR
6ZS2.25X059
1ST GIRT 8'-0" A.F.F.
BOT. & TOP PL/TRACK (6)
4TH FLOOR (2) 550S162-68 BOXED OR
6ZS2.25X085
1ST GIRT 8'-0" A.F.F.
NOTES:
1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. ALL GIRTS SHALL BE PAINTED TO MATCH INSIDE FACE OF IMP.
2. CONTRACTOR TO COORDINATE IMP SHT'G GAGE & FASTNER REQUIREMENTS FOR MAX IMP WALL SHT'G SPAN INDICATED ABOVE. IMP SHT'G SPAN ABOVE IS
BASED ON FASTNERS AT SIDE JOINTS & 12" O.C. IN BETWEEN (FP3 PATTERN).
3. WALL GIRTS SPAN FROM HSS TO HSS POST OR C.F.S. TO C.F.S. POST IN EXTERIOR WALLS.
4. WALL GIRT SPACING SHALL MATCH MAX IMP WALL SHT'G SPAN. AT ROOF ABOVE, INSTALL GIRTS AS REQUIRED SO SHT'G SPAN IS EQUAL TO OR LESS THAN
TABLE ABOVE WHEN USING "Z" ZEE GIRTS, INSTALL OUTSIDE TOE UP. USE DBL STUD "S" GIRT AT ALL HEADER CONDITIONS.
5. WHEN SHT'G SPAN ABOVE MEETS OR EXCEEDS FL. TO FL. HEIGHT, IMP WALL SHT'G SHALL SPAN FROM FLR. TO FLR. IN THIS CASE, WALL GIRT SHOWN SHALL BE
ONLY INSTALLED AT TOP OF DOORS AND WINDOWS WHERE THEY OCCUR. USE TYP. BOT. PL. AT TOP OF FLOOR & UNDERSIDE OF DECK ABOVE.
6. USE TRACK WHEN INTERIOR METAL PANEL IS INSTALLED. USE BENT PL. IN ALL OTHER CONDITIONS. CONNECT C.F.S. STUD TO BENT PL. W/ (2) #12-14 SCREWS
AT EA. STUD FLANGE & W/ (4) #12-14 SCREWS TO BENT PL AT WEB. CONNECT BENT PLATE TO SLAB W/ GAS DRIVEN PINS PER SCHEDULE.
6-1/4"X4"X16 GA BENT PLATE (LLH)
OR
600T200-54
6-1/4"X4"X16 GA BENT PLATE (LLH)
OR
600T200-54
6-1/4"X4"X16 GA BENT PLATE (LLH)
OR
600T200-54
6-1/4"X4"X16 GA BENT PLATE (LLH)
OR
600T200-54
4-1/4"X4X16 GA BENT PLATE (LLH)
OR
400T200-54 (600T200-54 @ 6" WALL)
4-1/4"X4X16 GA BENT PLATE (LLH)
OR
400T200-54 (600T200-54 @ 6" WALL)
4-1/4"X4X16 GA BENT PLATE (LLH)
OR
400T200-54 (600T200-54 @ 6" WALL)
(2)600S200-68 @ 10' - 0" O.C.
BOXED
WALL JAMB POST (VERT)WALL GIRTS TO POST
(2)600S200-68 @ 10' - 0" O.C.
BOXED
(2)600S200-68 @ 10' - 0" O.C.
BOXED
4"X4"X14GA CLIP ANGLE
W/ (6) #12 SCREWS EA. LEG
4"X4"X14GA CLIP ANGLE
W/ (6) #12 SCREWS EA. LEG
4"X4"X14GA CLIP ANGLE
W/ (6) #12 SCREWS EA. LEG
4"X4"X14GA CLIP ANGLE
W/ (6) #12 SCREWS EA. LEG
(2)600S200-68 @ 10' - 0" O.C.
BOXED
12' - 8" LOW SIDE
15' - 1" HIGH SIDE
10' - 8"
12' - 6"
12' - 8" LOW SIDE
15' - 1" HIGH SIDE
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S4.0
ROOF FRAMING PLAN
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
3/32" = 1'-0"
ROOF FRAMING PLAN
TYP
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
08/16/2022
2" MIN
8" MIN
15" MIN.
OPTION 1: LAP OUTERMOST CROSS BARS
OPTION 2: TYPICAL DEFORMED BAR LAP
W.W.F. RE: S1
W.W.F. RE: S1
OUTERMOST CROSS
BAR LAP OF 2" MIN.
TYPICAL LAP SPLICE W/
NO CROSS BARS
MINIMUM TOTAL
OVERLAP OF 8"
TYP. REINF. AT RE-ENTRANT CORNER
EDGE OF CONC. SLAB
(2) #4 x 36" CENTERED IN
SLAB ((2) #4 T&B @ 6"
SLAB)
CLR.1"
TYP. REINF. AT DISCONTINUOUS JOINT
SAWCUT OR
CONSTRUCTION JOINT
(2) #4 x 36" CENTERED IN SLAB (2) #4
T&B @ 6" SLAB)
CL
R
.
1"
CL
R
.
1"
CLR.1"
DOOR OPENING
CL
R
.
1"
C
L
R
.
1
"
2'
-
0
"
TYP. REINFORCING AT DOORWAY
1' - 0"
EXT. SLAB/ PAVEMENT
INTERIOR. SLAB
NOTE: STOP ADDITIONAL REINF. AT
SAWCUTS & CONTROL JOINTS
C
L
R
.
1
"
(2) #4 CENTERED IN SLAB (2) #
4 T&B @ 6" SLAB)
#4 CENTERED IN
SLAB
24"
24"
CONTROL JOINT IN FOUNDATION
WALL TO ALIGN WITH CONTROL
JOINT IN CMU WALL.
3/4" DEEP
REVEAL, EA.
PREFORMED GASKET
RE: ARCHITECTURAL FOR
JOINT FINISH
VERTICAL WALL REINF. EACH
SIDE OF CONTROL JOINT
1/2"
HORIZ. BOND BEAM W/
STANDARD HOOK,
RE:/10 S5.0
3/
4
"
3/4"
8"
NOTES:
1. CONTROL JOINT SPACING NOT TO EXCEED 26' -0" O.C., UNO.
2. STOP HORIZ. BOND BEAM STEEL AT CONTROL JOINT EXCEPT AT
ROOF AND FLOOR DIAPHRAGMS. PROVIDE STANDARD HOOK AT FREE
END OF BOND BEAM STEEL AROUND VERTICAL REINFORCEMENT, TYP.
3. LOCATE A MIN OF 2' -8" FROM EDGE OF OPENINGS OR BEAM
BEARINGS, UNO.
3
4
REINFORCING LAP SCHEDULE, l d
BAR
SIZE
CONCRETE MASONRY
TOP OTHER SINGLE BAR DOUBLE BAR
1' -4" 1' -4" 1' -0"1' -0"
1' -9" 1' -5" 1' -9"1' -1"
5 2' -2" 1' -9" 2' -10"1' -8"
6 2' -8" 2' -1" 5' -4"3' -2"
7 3' -10" 3' -0" 7' -6"4' -4"
8 4' -3" 3' -5" 11' -8"6' -7"
9 4' -11" 3' -10" 15' -3"8' -6"
10 5' -5" 4' -3" 19' -6"10' -9"
11 6' -0" 4' -7" 24' -6"13' -3"
14 7' -7" 5' -11" N/A N/A
18 9' -8" 7' -6" N/A N/A
NOTES:
f 'c
f 'm
1. CONCRETE LAP LENGTHS BASED ON = 3,500 psi.
2. CONCRETE "TOP" LAP LENGTHS SHALL BE USED WHERE
HORIZONTAL REINFORCEMENT IS PLACED SUCH THAT
MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW.
3. MASONRY LAP LENGTHS BASED ON = 2,000 psi.
4. MASONRY "SINGLE BAR" LAP LENGTHS BASED ON BARS
CENTERED WALL.
5. MASONRY "DOUBLE BAR" LAP LENGTHS BASED ON BARS
OCCURING AT EACH FACE OF WALL.
6. ALL SPLICES/LAPS CAN BE MADE WITH BAR-LOCK
COUPLERS AS AN OPTION TO THE CONTRACTOR
FOLLOWING SUBMITTAL TO THE EOR AND APPROVAL.
NOTE:
MAINTAIN REINFORCING
LAP THROUGH INTERFACE
BETWEEN CONCRETE AND
CMU FOUNDATION WALLS.
#5 @ 16" O.C. VERT.,
CENTERED IN WALL
#5 HORIZ. @ 16" O.C.
CONCRETE FOUNDATION
WALL
AT CONCRETE FOUNDATION TEE
/7 S5.0
/7
S5
.
0
#5 HORIZ. @
16" O.C.#5 CORNER BARS @ 16"
O.C., ALIGN W/ TYP.
HORIZ. REINF.
RE: , TYP.
LAP
RE
:
,
T
Y
P
.
LA
P
CONCRETE FOUNDATION WALL
#5 @ 16" O.C. VERT.
CENTERED IN WALL
#5 CORNER BARS @ 16" O.C.,
ALIGN W/ TYP. HORIZ. REINF.
RE
:
,
T
Y
P
.
LA
P
/7
S5
.
0
AT CONCRETE FOUNDATION CORNER
#5 HORIZ. @
16" O.C.RE: , TYP.
LAP
/7 S5.0 VERT. JAMB BARS,
RE: PLAN
SEE STRUCTURAL NOTES
FOR TYPICAL HORIZ. &
VERT. REINFORCING
NOTE: IF CONDUIT IS TO BE PLACED IN CELL ADJACENT
TO OPENING, ADD 8" TO OVERALL JAMB WIDTH AND
REQ'D. REINF., AND INSTALL (1) #5 VERT. BAR CENTERED
IN CELL ADJACENT TO OPENING.
RE:
PROVIDE SEISMIC HOOK AT FREE END
OF ALL HORIZONTAL BOND BEAMS
AROUND LAST VERTICAL REBAR
/7 S5.0
#5 CORNER BARS, ALIGN W/
TYP. HORIZ. REINF.
FOR HORIZ & VERT.
REINFORCING, RE: S0
TYP. VERT. REINF. AT
(3) CELLS AS SHOWN
RE: , TYP.
LAP
RE
:
,
T
Y
P
.
LA
P
NOTE: AT CMU JOINT
REINF., PROVIDE PREFAB
CORNER REINFORCING
AT CMU CORNER
TYP. CMU VERT.
REINF. AT (4) CELLS
AS SHOWN
#5 CORNER BARS,
ALIGN W/ TYP.
HORIZ. REINF.
FOR HORIZ. & VERT.
REINFORCING, RE: S0
AT CMU TEE
NOTE: AT CMU JOINT
REINFORCING, PROVIDE
PREFAB TEE JOINT
REINFORCING
RE: ,TYP.
LAP
RE
:
,
T
Y
P
.
LA
P
/7 S5.0 /7 S5.0
/7
S5
.
0
/7
S5
.
0
U.
N
.
O
.
2'
-
8
"
M
A
X
.
U.N.O.
4' - 0" MIN.,CONCRETE
FOUNDATION WALL
CONCRETE
FOOTING
U.
N
.
O
.
2'
-
8
"
M
A
X
.
U.N.O.
4' - 0" MIN.,
CMU
FOUNDATION WALL
CONCRETE
FOOTING
CMU FOOTING STEP
CONCRETE FOOTING STEP
#5 BARS , MATCH AND LAP
FOOTING BOT. REINF.
#5 BARS , MATCH AND LAP
FOOTING BOT. REINF.
1' - 0"
1' - 0"
1' - 0"
1' - 0"
1
2
1
2
STD. LAP
STD. LAP2" CLR.
2" CLR.
PIPE SLEEVES OR WRAP
W/ FOAM TO ALLOW 1"
MOVEMENT IN ZONE 1
#5 BAR CENTERED
OVER PENETRATION
NOTE: PENETRATIONS THRU FOUNDATION WALL SHALL
NOT DISRUPT FOUNDATION VERTICAL REINFORCEMENT
DO NOT PASS PIPES
THRU FOOTING IN
ZONE 2
CONC. OR CMU
FOUNDATION WALL
SLAB
1
2
CRUSHED BASE,
RE: S1
d
MI
N
.
2d
1-1/2 SACK SLURRY
FILL AT 6" O.D. &
LARGER ONLY
COMPACTED SELECT FILL
SLURRY FILL TO UNDERSIDE OF SLAB
WHEN TOP OF PIPE IS LESS THAN 2d
FROM UNDERSIDE OF SLAB.
OPTION: PROVIDE THICKENED SLAB
SECTION IN LIEU OF SLURRY
d/
2
MI
N
.
4"
MI
N
.
6"
M I N .6 5 /8 "
MI
N
.
3"
1' - 4"
O.D.
PIPE SLEEVE
1' - 4"
T.
O
.
W
A
LL
1'
-
0
"
M
I
N
.
B.O.FOOTING
T.O.FOOTING
NO ADD'L CONCRETE REQ'D
WHEN T.O.PIPE PASSES FREELY
A MIN OF 2'-0" BELOW BOTTOM
OF FOOTING IN ZONE 4
DE
E
P
P
I
P
E
ZO
N
E
4
BE
L
O
W
F
T
G
ZO
N
E
3
FT
G
ZO
N
E
2
ST
E
M
W
A
L
L
ZO
N
E
1
PIPE SLEEVES OR WRAP
W/ FOAM TO ALLOW 1"
MOVEMENT AND ENCASE
IN CONCRETE IN ZONE 3
RE: CIVIL DRAWINGS
FOR (E) UTILITIES
1
1
(E) UTILITY PARALLEL TO (N) FOUNDATION
EXCAVATION
NOT ALLOWED
BELOW THIS LINE
2
1
(N) EXCAVATION PARALLEL TO (E) FOUNDATION
(E) PIPING OR UTILITY NOT
ALLOWED BELOW THIS LINE
10' - 0"
2
1
MIN.
1' - 6"
TRENCHING BELOW FLOOR SLAB
CONTROL JOINT
NEW TO EXISTING SLAB
(E) CONC. SLAB
ON GROUND
(N) CONC. SLAB
ON GROUND
1/2"Ø x14" SMOOTH DOWEL
@ 12" O.C. W/ HILTI HY200
EPOXY INTO (E) SLAB
CONC. SLAB
ON GROUND
REINFORCING
INDUCED CRACK
REINFORCING
REINFORCING
REINF. LOC. 'R'
PER TABLE
SAWCUT DEPTH 'D'
PER TABLE
CONSTRUCTION JOINT
CONC. SLAB
ON GROUND
REINFORCING
1/2"Ø x 18" SMOOTH DOWELS @
12" O.C. OR 1/4"x4-1/2"x4-1/2"
DIAMOND DOWELS @ 18" O.C.
REINF. LOC. 'R'
PER TABLE
EQ
E
Q
EQ
EQ
MATCH SLAB DEPTH
8"TYP.
4 1/4"8"
9"9"
EQ
EQ
1
2
SLAB TRANSITION CONSTRUCTION JOINT
1/2"Ø x 18" SMOOTH DOWELS @
12" O.C. OR 1/4"x4-1/2"x4-1/2"
DIAMOND DOWELS @ 18" O.C.
CONC. SLAB ON
GROUND, RE: PLAN
CONC. SLAB ON
GROUND, RE: PLAN
SLAB DEPTH
4"
5"
6"
SAWCUT DEPTH "D"
1"
1-1/4"
1-1/2"
REINF. LOC. "R"
1-1/2"
1-3/4"
2"
*SAWCUT WIDTH 1/8" MIN. & 3/16" MAX.
'D
'
'R
'
SAWCUT DEPTH 'D'
PER TABLE
SAWCUT DEPTH 'D'
PER TABLEREINF. LOC. 'R'
PER TABLE
'R
'
'D
'
SAWCUT DEPTH 'D'
PER TABLE
REINF. LOC. 'R'
PER TABLE 'D
'
'R
'
1
2
3/4" = 1'-0"
W.W.F. LAP4 1" = 1'-0"
SLAB RE-ENTRANT CORNERS AND PENETRATIONS5 1" = 1'-0"
CMU & CONCRETE CONTROL JOINTS6 1" = 1'-0"
LAP SPLICE LENGTH SCHEDULE7
1" = 1'-0"
CONCRETE CORNER AND TEE8 1" = 1'-0"
TYPICAL JAMB OR END101" = 1'-0"
CMU CORNER AND TEE9
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S5.0
FOUNDATION DETAILS
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
1/2" = 1'-0"
FOOTING STEP2 3/4" = 1'-0"
FOUNDATION PENETRATION & TRENCHING1 3/4" = 1'-0"
CONTROL AND CONSTRUCTION JOINT3
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
08/16/2022
#4 STIRRUPS @ 18" O.C. AND AT ALL
CORNERS AND ENDS OF WALLS.
PROVIDE INTERMEDIATE TIES AS REQ'D.
EXTERIOR TURNDOWN
FOOTING, RE: PLAN
OPTIONAL CONSTRUCTION
JOINT OR PROVIDE CONT.
PERFORATED KEY JOINT.
CONTINUOUS REINFORCING,
RE: PLAN
CONCRETE SLAB ON
GROUND, RE: PLAN
#4 DOWEL @ 36" O.C.
AND AT ALL CORNERS AND
ENDS OF WALLS.
18"
1'
-
0
"
M
I
N
.
6" LONG ROUND BAR DIA. AS
REQ'D. 1/4" MIN. MAY BE
OMITTED IF GAP < 1/8", TYP.1/4
F.F.
RE: PLAN
9 1/4" FIELD VERIFY
CLR.
3"
CL
R
.
3"
RE: PLAN
18"CONCRETE TILT-UP
WALL PANEL, RE: PLAN
SEAL JOINT PER U-HAUL
REQUIREMENTS
EMBED PL.1/4"x6"x8" W/(2) 5/8" DIA x4"
LONG HEADED STUDS AT 4" O.C. SEE
PANEL ELEVATIONS FOR LOCATIONS.
ALIGN SLAB & WALL PLATES
EMBED PL. 1/4"x6"x8" W/(2) 5/8" DIA x4"
LONG HEADED STUDS AT 4" O.C. SEE
PANEL ELEVATIONS FOR LOCATIONS.
ALIGN SLAB & WALL PLATES
3/
4
"
CONCRETE TILT-UP
WALL PANEL, RE: PLAN
SEAL JOINT PER U-HAUL
REQUIREMENTS
#4 STIRRUPS @ 18" O.C. AND AT ALL
CORNERS AND ENDS OF WALLS.
PROVIDE INTERMEDIATE TIES AS REQ'D.
EXTERIOR TURNDOWN
FOOTING, RE: PLAN
OPTIONAL CONSTRUCTION
JOINT OR PROVIDE CONT.
PERFORATED KEY JOINT.
CONTINUOUS REINFORCING,
RE: PLAN
6" LONG ROUND BAR DIA. AS
REQ'D. 1/4" MIN. MAY BE
OMITTED IF GAP < 1/8", TYP.1/4
CONCRETE SLAB ON
GROUND, RE: PLAN
1'
-
0
"
M
I
N
.
F.F.
RE: PLAN
EMBED PL.1/4"x6"x8" W/(2) 5/8" DIA x4"
LONG HEADED STUDS AT 4" O.C. SEE
PANEL ELEVATIONS FOR LOCATIONS.
ALIGN SLAB & WALL PLATES
EMBED PL. 1/4"x6"x8" W/(2) 5/8" DIA x4"
LONG HEADED STUDS AT 4" O.C. SEE
PANEL ELEVATIONS FOR LOCATIONS.
ALIGN SLAB & WALL PLATES
CLR.
3"
CL
R
.
3"
RE: PLAN
#4 DOWEL @ 36" O.C.
AND AT ALL CORNERS AND
ENDS OF WALLS.
18"
18"
#4 STIRRUPS @ 18" O.C. AND AT ALL
CORNERS AND ENDS OF WALLS.
PROVIDE INTERMEDIATE TIES AS REQ'D.
EXTERIOR TURNDOWN
FOOTING, RE: PLAN
OPTIONAL CONSTRUCTION
JOINT OR PROVIDE CONT.
PERFORATED KEY JOINT.
CONTINUOUS REINFORCING,
RE: PLAN
BASE PLATE 3/4"x6"x10"
AT 10" O.C. MAX SPACING,
RE: PLAN
COLD-FORMED STEEL WALL
GIRTS PER PLANS AND TOP
OF WALL, RE: PLAN
HSS POST, RE: PLAN
CONTINUOUS BENT PLATE
(LLH) PER PLAN. CONNECTED
TO SLAB WITH GAS DRIVEN
PINS PER WALL STUD/GIRD
SCHED., RE: PLAN
(2) 3/4" DIA ANCHOR RODS
(9" MIN. EMBED)
EQ EQ
TY
P
.
1
1
/
2
"
TY
P
.
1
1
/
2
"
CONCRETE SLAB ON
GROUND, RE: PLAN
1/4
F.F.
RE: PLAN
RE: PLAN
CL
R
.
3"
CLR.
3"
1'
-
0
"
M
I
N
.
#4 DOWEL @ 36" O.C.
AND AT ALL CORNERS AND
ENDS OF WALLS.
18"
18"
6"
10
"
HSS POST, RE: PLAN
16ga ANGLE CLIP W/ (6)
#12 SCREWS EA. LEG
#4 STIRRUPS @ 18" O.C. AND AT ALL
CORNERS AND ENDS OF WALLS.
PROVIDE INTERMEDIATE TIES AS REQ'D.
EXTERIOR TURNDOWN
FOOTING, RE: PLAN
OPTIONAL CONSTRUCTION
JOINT OR PROVIDE CONT.
PERFORATED KEY JOINT.
CONTINUOUS REINFORCING,
RE: PLAN
COLD-FORMED STEEL
WALL GIRTS PER PLANS
AND TOP WALL, RE: PLAN
DBL CFS BUILT-UP POST AT
EVERY STORAGE LOCKER WALL
(10'-0" O.C. MAX SPACING)
CONCRETE SLAB ON
GROUND, RE: PLAN
F.F.
RE: PLAN
RE: PLAN
CL
R
.
3"
CLR.
3"
1'
-
0
"
M
I
N
.
#4 DOWEL @ 36" O.C.
AND AT ALL CORNERS AND
ENDS OF WALLS.
18"
18"
CONTINUOUS BENT PLATE
(LLH) PER PLAN. CONNECTED
TO SLAB WITH GAS DRIVEN
PINS PER WALL STUD/GIRD
SCHED., RE: PLAN
#4 STIRRUPS @ 18" O.C. AND AT ALL
CORNERS AND ENDS OF WALLS.
PROVIDE INTERMEDIATE TIES AS REQ'D.
EXTERIOR TURNDOWN
FOOTING, RE: PLAN
OPTIONAL CONSTRUCTION
JOINT. ROUGHEN JOINT OR
PROVIDE CONTINUOUS
PREFORMED KEYED JOINT
CONTINUOUS REINFORCING,
RE: PLAN
CONCRETE SLAB ON
GROUND, RE: PLAN
F.F.
RE: PLAN
RE: PLAN
CL
R
.
3"
CLR.
3"
1'
-
0
"
M
I
N
.
WALL PER PLAN BEYOND
#4 DOWEL @ 36" O.C.
AND AT ALL CORNERS AND
ENDS OF WALLS.
18"
18"
9 1/4" FIELD VERIFY
3/
4
"
SLAB RECESS AS OCCURS AT
THRESHOLD, COORD. W/ ARCH
RE: PLAN
CONCRETE TILT-UP WALL PANEL, RE: PLAN
STEEL COLUMN AND BASE PLATE, RE: PLAN
(2) 3/4" DIA. ANCHOR RODS (9" MIN. EMBED
INTO FOOTING)
2" MAX. NON-SHRINK GROUT
CONC. FILL AT BLOCKOUT
ISOLATION JOINT AT BLOCKOUT
CONC. SLAB ON GROUND,
RE: PLAN
PE
R
P
L
A
N
EXTERIOR TURNDOWN FOOTING BEYOND
(NOT SHOWN FOR CLARITY) , RE: PLAN
CLR.
4 1/4"
CL
R
.
3"
REINF. CONC. SPREAD
FOOTING, RE: PLAN
14" SQUARE REINF. CONC. PIER (12" @ 4" SQ. HSS).
REINF. W/ (4) #5 DOWELS AND #3 TIES @ 12" O.C.
VERT. PROVIDE DBL. TIE AT TOP OF SLAB. TIES TO
ENCOMPASS AND BE TIED TO VERT. DOWELS.
ANCHOR RODS TO BE INSIDE TIES.
F.F.
RE: PLAN
BASE PLATE 3/4"x6"x12"
AT 10" O.C. MAX SPACING,
RE: PLAN
EQ EQ
TY
P
.
1
1
/
2
"
TY
P
.
1
1
/
2
"
1/4
6"
1'
-
0
"
HSS POST, RE: PLAN
1' - 2"6"
C.F.S. POST, RE:
PLAN
CONC. SLAB ON
GROUND, RE: PLAN
PROVIDE CONT. REINFORCING
AT BOT. OF THICKENED SLAB
PER FOOTING SCHEDULE.
F.F.
RE: PLAN
3"
C
L
R
.
P
E
R
P
L
A
N
S
PER PLANS
"PBU" WALL
PANEL. RE: PLANS.
BENT PL. x CONT. PER PLAN W/
(4) #12 SCREWS AT EA. POST
#4 STIRRUPS @ 18" O.C. AND AT ALL
CORNERS AND ENDS OF WALLS.
PROVIDE INTERMEDIATE TIES AS REQ'D.
EXTERIOR TURNDOWN
FOOTING, RE: PLAN
OPTIONAL CONSTRUCTION
JOINT OR PROVIDE CONT.
PERFORATED KEY JOINT.
CART GAURADRAIL EMBEDED PL.
1/4"x4x0'-4" STEEL PL. W/ 1/2"Ø x 4"
LONG HEADED STUD. MAX.
SPACING 32" O.C.
(2) #4 CONT. BARS TOP, BOT. AND
18" O.C. IN BETWEEN.
CONCRETE SLAB ON
GROUND, RE: PLAN
#4 DOWEL @ 36" O.C.
AND AT ALL CORNERS AND
ENDS OF WALLS.
18"
18"
F.F.
RE: PLAN
RE: PLAN
CL
R
.
2
1
/
2
"
CLR.
3"
(
1
0
"
M
A
X
.
D
O
C
K
)
SE
E
P
L
A
N
S
(1) #4 CONT. BAR. TIE TO OUTSIDE
OF STEEL EMBED PL. ANCHOR.
COLD-FORMED STEEL
WALL GIRTS PER PLANS
AND TOP WALL, RE: PLAN
2"
3"
2"
3"
PI
N
S
P
A
C
I
N
G
1-12
1-12
5/8"Ø HILTI KWIK BOLT TZ
EXPANSION ANCHOR W/ 3-9/16"
EMBED @ 48" O.C. MAX.
BOTTOM TRACK TO MATCH STUD GA.
MTL. STUD, RE: PLAN
CONC. SLAB
ON GROUND
SHEARWALL SHEATHING,
RE: PLAN
E.N.
CONC. SLAB ON
GROUND, RE: PLAN
F.F.
RE: PLAN
CFS POST, RE: PLAN
METAL WALL PANEL, RE: PLAN
1-5/8"x 1-1/2" 18ga. CHANNEL/
STRUT x CONT. W/ (1) #12
SCREWS AT EA. POST
BENT PL. x CONT. PER PLAN W/
(4) #12 SCREWS AT EA. POST
0.145 P.D.P. W/ 3/4" MIN. EMBED PER PLAN
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S5.1
FOUNDATION DETAILS
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
1" = 1'-0"
TILT-UP PANEL AT SLAB RECESS1 1" = 1'-0"
TILT-UP PANEL AT FLUSH CONDITION2
1" = 1'-0"
HSS POST AT SLAB4
1" = 1'-0"
CFS GIRT WALL AT SLAB3
1" = 1'-0"
OPENING AT TURNDOWN FOOTING5 1" = 1'-0"
HSS POST AND PEDESTAL6
1" = 1'-0"
CFS STUD AT FOOTING9 1" = 1'-0"
CART GUARDRAIL FOOTING7 1" = 1'-0"
CFS STUD BEARING / SHEARWALL10 1" = 1'-0"
CFS WALL AT SLAB8
No
.
D
e
s
c
r
i
p
t
i
o
n
DateNOT U S E D
08/16/2022
2" NON-SHRINK GROUT
HSS COL., RE: PLANS
PL 1"x14"x14" @ HSS8x8
PL 1"x14"x12" @ HSS8x6
PL 3/4"x12"x12" @ HSS6x6
PL 3/4"x10"x10" @ HSS4x4
INT. CONC. SLAB ON
GROUND, RE: PLAN
FOOTING SIZE & REINF.,
RE: FTG. SCHED.
1/4
GRID
F.F.
RE: PLAN
T.O.F.
RE: PLAN
(4) 3/4"Ø x 12" A.B.
W/ 4" PROJECTION
CL
R
.
3"
1
1
/
2
"
TY
P
.
1
1
/
2
"
1 1/2"
TYP.
1 1/2"
RE: S1
RE
:
S
1
CLR.
3"
BLOCKOUT
2' - 0"
ISOLATION JOINT @ BLOCKOUT
CMU WALL, RE: PLAN
(2) #5 HORIZ. CONT.
AT TOP
8" CONC. FOUNDATION WALL
#5 @ 16" O.C.
ALTERNATE HOOKS
AT BOTTOM
1/2" ISOLATION JOINT
INT. CONC. SLAB ON
GROUND, RE: PLAN
F.F.
RE: PLAN
T.O.F.
RE: PLAN
#5 HORIZ. @ 16" O.C.
#5 DOWELS (CNTR'D. IN WALL) TO
MATCH CMU VERT. REINF. SPACING,
EXTEND 23" INTO CMU AND 21"
INTO CONC.
NOTE: #5 DOWELS MAY BE OMITTED IF
#5 REBAR IN CONC. STEM @ 16" O.C. ARE
EXTENED 23" INTO CMU.
CL
R
.
3"
EQ. 8" EQ.
RE: PLAN
EXT. CONC. SLAB OR FINISH
GROUND, RE: ARCH.
SEE FTG. SCHED.
RE
:
P
L
A
N
CLR.
3"
F.F.
RE: PLAN
CONC. SLAB ON
GROUND, RE: PLAN
(2) #5 CONT. AT TOP
#5 AT 12" O.C., EA. WAY
SUMP PIT BEYOND
(COORD. W/ ELEV. MFR.)
EL
E
V
A
TO
R
M
F
R
.
VE
R
I
F
Y
W
/
#4x 16" O.C.
24"
24"
1'
-
0
"
1'
-
0
"
1
2
CONC. SLAB ON
GROUND, RE: PLAN
T.O.F.
VERIFY W/ ELEV.
CLR.
3"
CL
R
.
3"
#5 NOSING BAR
6"
6"
TYP.
6"
8" CONC. FDN. WALL W/ #5 VERT.
@ 16" O.C. (CNTR'D. IN WALL &
HOOK INTO FOOTING) & #5
HORIZ. @ 16" O.C.
CMU WALL, RE: PLAN
#5 DOWELS (CNTR'D. IN WALL) TO
MATCH CMU VERT. REINF. SPACING,
EXTEND 23" INTO CMU AND 21"
INTO CONC.
NOTE: #5 DOWELS MAY BE OMITTED IF
#5 REBAR IN CONC. STEM @ 16" O.C. ARE
EXTENED 23" INTO CMU.
CONC. SLAB ON GROUND,
RE: PLAN
F.F.
RE: PLAN
VERTICAL DOWELS (CNTR'D. IN WALL)
TO MATCH CMU VERT. REINF.
SPACING, EXTEND 24" INTO CMU AND
ALTERNATE HOOKS AT BOTTOM
NOTE: AT CMU FOUNDATION WALLS,
PROVIDE TOOLED MORTAR JOINT AT ALL
JOINTS ABOVE F.G.
CMU WALL,
RE: PLAN
CL
R
.
3"
C L R .3 "
RE: PLAN
RE
:
P
L
A
N
TOP & BOT. REINF.,
RE: PLAN
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S5.2
FOUNDATION DETAILS
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
1" = 1'-0"
INTERIOR HSS COLUMN FOOTING1
1" = 1'-0"
CMU AND CONC WALL FOUNDATION4
3/4" = 1'-0"
ELEVATOR PIT SECTION2 1" = 1'-0"
CMU ON THICKENED SLAB FOOTING3
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
08/16/2022
CONC. SLAB ON DECK
GRID
CFS WALL GURTS,
RE: PLAN
L3x3x1/4x CONT. W/ 1/2"Ø x4" LG.
H.C.A. @ 16" O.C. & 6" FROM EA. END
DBL CFS BUILT-UP POST AT EVERY
STORAGE LOCKER WALL (10'-0" O.C.
MAX. SPACING).
CONT. BENT PLATE (LLH), PER PLAN.
CONNECT TO COLD-FORMED STEEL
POST WITH (4) #12 SCREWS AT EA.
POST, AND TO SLAB WITH GAS
DRIVEN PINS PER PLAN.
#5 CONT.
CONC. TILT-UP WALL PANEL,
RE: PLAN
F.F.
RE: PLAN
DECK TO WALL
PER PLAN
8" MIN.
CONT. POUR STOP
16ga ANGLE CLIP W/ (6)
#12 SCREWS EA. LEG
3/8" x 8" x 1'-0" EMBEDED PLATE WITH (2)
5/8" DIA. x 3" LONG HEADED STUDS AND
(1) #4 x 24" A706 REBAR WELDED TO THE
PLATE.
CONC. SLAB ON DECK
GRID
HSS POST,
RE: PLAN
#5 CONT.
CONC. TILT-UP WALL PANEL,
RE: PLANS
F.F.
RE: PLAN
1/4
BASE PLATE
CFS WALL GURTS,
RE: PLAN
L3x3x1/4x CONT. W/ 1/2"Ø x4" LG.
H.C.A. @ 16" O.C. & 6" FROM EA. END
DECK TO WALL
PER PLAN
CONT. BENT PLATE (LLH), PER PLAN.
CONNECT TO COLD-FORMED STEEL
POST WITH (4) #12 SCREWS AT EA.
POST, AND TO SLAB WITH GAS
DRIVEN PINS PER PLAN.
CONT. POUR STOP
8" MIN.
1'
-
0
"
8"
1/4 3BAR TO PL.
16ga ANGLE CLIP W/ (6)
#12 SCREWS EA. LEG
EMBED PLATE,
1"x REQ'D.
CONC. TILT-UP WALL PANEL,
RE: PLAN
W-BEAM,
RE: PLAN
GRID
F.F.
RE: PLAN
CONC. SLAB ON DECK
DBL CFS BUILT-UP POST AT EVERY
STORAGE LOCKER WALL (10'-0" O.C.
MAX SPACING).
CFS WALL GURTS,
RE: PLAN
DECK TO WALL
PER PLAN
CONT. POUR STOP
MIN.
8"
CONT. BENT PLATE (LLH), PER PLAN.
CONNECT TO COLD-FORMED STEEL
POST WITH (4) #12 SCREWS AT EA.
POST, AND TO SLAB WITH GAS
DRIVEN PINS PER PLAN.
KNIFE PL.,
RE:/10 S6.2
#5 CONT.
10"
1"8"1"
1"
1'
-
0
"
4"
16ga ANGLE CLIP W/ (6)
#12 SCREWS EA. LEG
1'
-
5
"
EMBED PLATE
CONC. SLAB ON DECK
GRID
3/8" x 12" x 1'-0" EMBEDED
PLATE WITH (4) 1/2"Ø x 4" L.
H.C.A. @ 36" O.C. & @ EA.
END. T/PLATE FLUSH TO
T/WALL U.N.O. SEE PLANS
& DETAILS FOR
ADDITIONAL
INFORMATION.
DBL CFS BUILT-UP POST AT EVERY
STORAGE LOCKER WALL (10'-0" O.C.
MAX SPACING).
#5 CONT.
CONC. TILT-UP WALL PANEL,
RE: PLANS
F.F.
RE: PLAN
1/4
TYP.
CONT. L6x6x1/2 W/ 3/8"
STIFFENER PL. @ 36" O.C.
AND 6" FROM END.
CONT. POUR STOP
CONT. BENT PLATE (LLH), PER PLAN.
CONNECT TO COLD-FORMED STEEL
POST WITH (4) #12 SCREWS AT EA.
POST, AND TO SLAB WITH GAS
DRIVEN PINS PER PLAN.
CFS WALL GURTS,
RE: PLAN
16ga ANGLE CLIP W/ (6)
#12 SCREWS EA. LEG
CONC. SLAB ON DECK
GRID
POST IN EXTERIOR WALL SEE
PLANS AND DETAILS FOR
ADDITIONAL INFORMATION.
CONC. TILT-UP WALL PANEL,
RE: PLAN
F.F.
RE: PLAN
HSS POST BEYOND RE: PLAN
CAP PL. 3/4"x REQ'D. W/
(2) 3/4"Ø A-325 BOLTS ON
5" GA.
1 1/2"1 1/2"
W-BEAM,
RE: PLAN
1/4
CONT. POUR STOP
#5 CONT.
CFS WALL GURTS,
RE: PLAN
16ga ANGLE CLIP W/ (6)
#12 SCREWS EA. LEG
CONC. SLAB ON DECK
GRID
F.F.
RE: PLAN
W-BEAM,
RE: PLAN,
OFFSET
AS REQ'D
#5 CONT.
HSS POST,
RE: PLAN
CAP PL. 3/4"x REQ'D. W/ (2)
3/4"Ø A-325 BOLTS ON 5" GA.1/4
CONT. POUR STOP
CFS WALL GURTS,
RE: PLAN 16ga ANGLE CLIP W/ (6)
#12 SCREWS EA. LEG
CONC. SLAB ON DECK
GRID
F.F.
RE: PLAN
(2)10CS2x085 CFS BOX
BEAM TYP U.N.O.
#5 CONT.
L4x4x5/8x6" L. CLIP ANGLE1/4
TYP.
CONT. POUR STOP
CFS WALL GURTS,
RE: PLAN 16ga ANGLE CLIP W/ (6)
#12 SCREWS EA. LEG
HSS POST PER PLAN
HSS POST PER PLAN
CONC. SLAB ON DECK
GRID
DBL CFS BUILT-UP POST AT
EVERY STORAGE LOCKER WALL
(10'-0" O.C. MAX SPACING).
F.F.
RE: PLAN
#5 CONT.
CFS WALL GURTS,
RE: PLAN
DBL CFS BUILT-UP POST AT
EVERY STORAGE LOCKER WALL
(10'-0" O.C. MAX SPACING).
CFS WALL GIRTS,
RE: PLAN
CONT. POUR STOP
GRID
POST IN EXTERIOR WALL. RE:
PLANS AND DETAILS FOR
ADDITIONAL INFORMATION
CONT. 6-1/4"x3-3/4" BENT
PLATE (LLH).
F.F.
RE: PLAN
16GA. DEFLECTION TRACK OR
16GA. TRACK W/ SLIP CLIP AT TOP
CFS STUD WALL BELOW W-BEAM
CONNECT TO W-BEAM W/ (2)
ROWS OF #12 SCREWS OR GAS
DRIVEN PINS AT 12" O.C.
STAGGERED.
#5 CONT.CONC. SLAB ON DECK
W-BEAM,
RE: PLAN
KNIFE PL.,
RE:
CFS WALL GURTS,
RE: PLAN
CONT. POUR STOP
/10 S6.2
W-BEAM,
RE: PLAN
1/4
CONC. SLAB ON DECK
GRID
POST IN EXTERIOR WALL SEE
PLANS AND DETAILS FOR
ADDITIONAL INFORMATION.
CONC. TILT-UP WALL
PANEL, RE: PLAN
F.F.
RE: PLAN
HSS POST, RE: PLAN
CAP PL. 3/4"x REQ'D. W/ (2)
3/4"Ø A-325 BOLTS ON 5" GA.
1 1/2"1 1/2"
W-BEAM,
RE: PLAN
CONT. POUR STOP
#5 CONT.
STIFFENER PL. 3/8"x FULL
DEPTH EA. SIDE
1/4
CONC. SLAB ON DECK
F.F.
RE: PLAN
1 1/2"1 1/2"
W-BEAM,
RE: PLAN
W-BEAM,
RE: PLAN
KNIFE PL.,
RE:/10 S6.2
GRID
1' - 0"
CAP PL. 3/4"x REQ'D. W/ (4)
3/4"Ø A-325 BOLTS ON 5" GA.
FULL DEPTH KNIFE
PLATE/STIFFENER PL.
EA. SIDE
1/4
1/4
CONC. SLAB ON DECK
F.F.
RE: PLAN
1 1/2"1 1/2"
W-BEAM, RE: PLAN
KNIFE PL.,
RE:/10 S6.2
GRID
3' - 3"
CAP PL. 3/4"x REQ'D. W/ (4)
3/4"Ø A-325 BOLTS ON 5" GA.
STIFFENER PL. 3/8"x FULL
DEPTH EA. SIDE
1/4
CONC. SLAB ON DECK
GRID
POST IN EXTERIOR WALL SEE
PLANS AND DETAILS FOR
ADDITIONAL INFORMATION.
CONC. TILT-UP WALL PANEL,
RE: PLAN
F.F.
RE: PLAN
HSS POST, RE: PLAN
CAP PL. 3/4"x REQ'D. W/ (2)
3/4"Ø A-325 BOLTS ON 5" GA.1 1/2"1 1/2"
W-BEAM,
RE: PLAN
CONT. POUR STOP
#5 CONT.
1/4
GRID
F.F.
RE: PLAN
HSS POST, RE: PLAN
CAP PL. 3/4"x REQ'D. W/ (2)
3/4"Ø A-325 BOLTS ON 5" GA.1 1/2"1 1/2"
W-BEAM, RE: PLAN
CONC. SLAB ON DECK
CFS POST, RE: PLAN
METAL WALL PANEL, RE: PLAN
1-5/8"x 1-1/2" 18ga. CHANNEL/
STRUT x CONT. W/ (1) #12
SCREWS AT EA. POST
BENT PL. x CONT. PER PLAN W/
(4) #12 SCREWS AT EA. POST
STIFFENER PL. 3/8"x FULL
DEPTH EA. SIDE
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S6.0
FLOOR FRAMING DETAILS
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
1" = 1'-0"
DECK TO TILT-UP WALL1 1" = 1'-0"
DECK TO TILT-UP WALL AT HSS POST2 1" = 1'-0"
W-BEAM TO TILT-UP WALL3 1" = 1'-0"
STIFFENER PLATE4
1" = 1'-0"
W-BEAM TO HSS POST5 1" = 1'-0"
DECK TO W-BEAM6 1" = 1'-0"
DECK PERP. TO WALL7 1" = 1'-0"
DECK PAR. TO WALL8
1" = 1'-0"
W-BEAM TO W-BEAM10 1" = 1'-0"
W-BEAM TO HSS POST11 1" = 1'-0"
BEAM TO BEAM AT COLUMN12 1" = 1'-0"
CANTILEVER BEAM13
1" = 1'-0"
W-BEAM TO HSS POST9
1" = 1'-0"
W-BEAM TO HSS POST14
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
08/16/2022
CONC. SLAB ON DECK
F.F.
RE: PLAN
CFS POST, RE: PLAN
METAL WALL PANEL, RE: PLAN
BENT PL. x CONT. PER PLAN W/
(4) #12 SCREWS AT EA. POST
0.145 P.D.P. W/ 3/4" MIN. EMBED PER PLAN
BENT PL. x CONT. W/ (4) #12 SCREWS
AT EA. POST
1"
2"
2A
S6.1
1-5/8"x 1-1/2" 18ga. CHANNEL/
STRUT x CONT. W/ (1) #12
SCREWS AT EA. POST
1-5/8"x 1-1/2" 18ga. CHANNEL/
STRUT x CONT. W/ (1) #12
SCREWS AT EA. POST
CONC. SLAB ON DECK
F.F.
RE: PLAN
CFS POST, RE: PLAN
METAL WALL PANEL, RE: PLAN
0.145 P.D.P. W/ 3/4" MIN. EMBED PER PLAN
CFS HEADER/ BEAM, RE: PLAN
1-5/8"x 1-1/2" 18ga. CHANNEL/
STRUT x CONT. W/ (1) #12
SCREWS AT EA. POST
BENT PL. x CONT. PER PLAN W/
(4) #12 SCREWS AT EA. POST CONC. SLAB
ON DECK
F.F.
RE: PLAN
CFS POST,
RE: PLAN
0.145 P.D.P. W/ 3/4" MIN.
EMBED PER PLAN
CFS HEADER/ BEAM,
RE: PLAN
BENT PL. x CONT. PER PLAN W/
(4) #12 SCREWS AT EA. POST
CFS STUDS, RE: PLAN
(12) #12 SCREWS EA.
SIDE (24 TOTAL)
CONC. SLAB
ON DECK
F.F.
RE: PLAN
CFS POST,
RE: PLAN
0.145 P.D.P. W/ 3/4" MIN.
EMBED PER PLAN
CFS HEADER/ BEAM,
RE: PLAN
BENT PL. x CONT. PER PLAN W/
(4) #12 SCREWS AT EA. POST
CFS STUDS, RE: PLAN
(12) #12 SCREWS EA.
SIDE (24 TOTAL)
(12) #12 SCREWS EA.
SIDE (24 TOTAL)
CONC. SLAB ON DECK
F.F.
RE: PLAN
CFS POST, RE: PLAN
METAL WALL PANEL, RE: PLAN
W-BEAM, RE: PLAN
BENT PL. x CONT. PER PLAN W/
(4) #12 SCREWS AT EA. POST
0.145 P.D.P. W/ 3/4" MIN. EMBED PER PLAN
1-5/8"x 1-1/2" 18ga. CHANNEL/
STRUT x CONT. W/ (1) #12
SCREWS AT EA. POST
16GA. DEFLECTION TRACK OR
16GA. TRACK W/ SLIP CLIP AT TOP
CFS STUD WALL BELOW W-BEAM
CONNECT TO W-BEAM W/ (2)
ROWS OF #12 SCREWS OR GAS
DRIVEN PINS AT 12" O.C.
STAGGERED.
CONC. SLAB
ON DECK
F.F.
RE: PLAN
CFS POST,
RE: PLAN
0.145 P.D.P. W/ 3/4" MIN.
EMBED PER PLAN
W-BEAM, RE: PLAN
BENT PL. x CONT. PER PLAN W/
(4) #12 SCREWS AT EA. POST
HSS COL., RE: PLAN
W-BEAM, RE: PLAN
CAP PL. 1/4"x REQ'D.
KNIFE PL., RE:/10 S6.2
KNIFE PL., RE:/10 S6.2
CONC. SLAB
ON DECK
F.F.
RE: PLAN
CFS POST,
RE: PLAN
0.145 P.D.P. W/ 3/4" MIN.
EMBED PER PLAN
BENT PL.x CONT. PER PLAN W/
(4) #12 SCREWS AT EA. POST
HSS COL., RE: PLAN
1/4
CFS HEADER/ BEAM,
RE: PLAN
L4x4x1/4x6" W/ PL. 1/4"x
FULL AT CFS HEADER
(4) #12 SCREWS
1/4
CAP PL. 3/4"x REQ'D. W/ (2)
3/4"Ø A-325 BOLTS ON 5" GA.
1 1/2"1 1/2"
W-BEAM, RE: PLAN
STIFFENER PL. 3/8"x FULL
DEPTH EA. SIDE
CONC. SLAB
ON DECK
F.F.
RE: PLAN
W-BEAM, RE: PLAN
W-BEAM, RE: PLAN
W-BEAM ONE SIDE
ONLY AS OCCURS
16GA. DEFLECTION TRACK OR
16GA. TRACK W/ SLIP CLIP AT TOP
CFS STUD WALL BELOW W-BEAM
CONNECT TO W-BEAM W/ (2)
ROWS OF #12 SCREWS OR GAS
DRIVEN PINS AT 12" O.C.
STAGGERED.
KNIFE PL., RE:/10 S6.2
CONC. SLAB
ON DECK
F.F.
RE: PLAN
W-BEAM,
RE: PLAN
W-BEAM ONE SIDE
ONLY AS OCCURS
1/4 TYP.
1/4 TYP.
CFS HEADER/ BEAM,
RE: PLAN
L4x4x1/4x6" W/ PL. 1/4"x
FULL AT CFS HEADER
(4) #12 SCREWS
KNIFE PL., RE:/10 S6.2
16GA. DEFLECTION TRACK OR
16GA. TRACK W/ SLIP CLIP AT TOP
CFS STUD WALL BELOW W-BEAM
CONNECT TO W-BEAM W/ (2)
ROWS OF #12 SCREWS OR GAS
DRIVEN PINS AT 12" O.C.
STAGGERED.
PL. 3/8"x 8"x FULL DEPTH
CONC. SLAB
ON DECK
F.F.
RE: PLAN
W-BEAM, RE: PLAN
W-BEAM, RE: PLAN
1/4 TYP.
1/4 TYP.
PL. 3/8"x 8"x FULL DEPTH
KNIFE PL., RE:/10 S6.2
CONC. SLAB ON DECK
F.F.
RE: PLAN
W-BEAM, RE: PLAN
CONT. L6x6x1/2 W/ 3/8"
STIFFENER PL. @ 18" O.C.
AND 6" FROM EA. END
16GA. DEFLECTION TRACK OR
16GA. TRACK W/ SLIP CLIP AT TOP
CFS STUD WALL BELOW W-BEAM
CONNECT TO W-BEAM W/ (2)
ROWS OF #12 SCREWS OR GAS
DRIVEN PINS AT 12" O.C.
STAGGERED.
1/4 6-12
CONC. SLAB
ON DECK
F.F.
RE: PLAN
BENT PL. x CONT. PER PLAN W/
(4) #12 SCREWS AT EA. POST
CONC. TILT-UP WALL PANEL,
RE: PLAN
CONT. POUR STOP
#5 CONT.
3/16" SIMPSON "TITEN"
SCREWS @ 12" O.C.
CFS POST,
RE: PLAN
WALL SHT'G./ PANEL,
RE: PLAN
CONC. SLAB
ON DECK
F.F.
RE: PLAN
BENT PL. x CONT. PER PLAN W/
(4) #12 SCREWS AT EA. POST
CONT. POUR STOP
#5 CONT.
CFS POST,
RE: PLAN
WALL SHT'G./ PANEL,
RE: PLAN
CFS WALL GURTS,
RE: PLAN
#12 SCREWS @ 12" O.C.
3"
3"
0.145 P.D.P. W/ 3/4" MIN.
EMBED PER PLAN
(4) #12 SCREWS EA. POST
CONC. SLAB ON DECK
F.F.
RE: PLAN
CONT. STEEL PL. 3/16" x 8" WIDE.
CONNECT TO DECK ABOVE W/ (2)
ROWS #12 SCREWS @ 12" O.C.
STAGGERED U.N.O.
3
/
4
"
G
A
P
16GA. DEFLECTION TRACK OR
16GA. TRACK W/ SLIP CLIP AT TOP
CFS STUD WALL BELOW W-BEAM
CONNECT TO W-BEAM W/ (2)
ROWS OF #12 SCREWS OR GAS
DRIVEN PINS AT 12" O.C.
STAGGERED.
CFS WALL/ POST,
RE: PLAN
1-5/8"x 1-1/2" 18ga. CHANNEL/
STRUT x CONT. W/ (1) #12
SCREWS AT EA. POST
CONC. TILT-UP WALL PANEL,
RE: PLAN
W-BEAM,
RE: PLAN
GRID
F.F.
RE: PLAN
CONC. SLAB ON DECK
DBL CFS BUILT-UP POST AT EVERY
STORAGE LOCKER WALL (10'-0" O.C.
MAX SPACING).
CFS WALL GURTS,
RE: PLAN
DECK TO WALL
PER PLAN
CONT. POUR STOP
CONT. BENT PLATE (LLH), PER PLAN.
CONNECT TO COLD-FORMED STEEL
POST WITH (4) #12 SCREWS AT EA.
POST, AND TO SLAB WITH GAS
DRIVEN PINS PER PLAN.
KNIFE PL.,
RE:/10 S6.2
#5 CONT.
16ga ANGLE CLIP W/ (6)
#12 SCREWS EA. LEG
1/4
CAP PL. 3/4"x REQ'D. W/ (2)
3/4"Ø A-325 BOLTS ON 5" GA.
CONC. SLAB ON DECK
F.F.
RE: PLAN
CFS POST, RE: PLAN
"PBU" WALL PANEL, RE: PLAN
VERTICAL COLD JOINT. ROUGHEN FACE PRIOR TO
PLACING NEW CONC. ADJACENT TO JOINT. ALL
JOINTS SHALL BE PERPINDICULAR TO METAL
DECK, OCCUR AT BEARING WALLS AND OCCUR
AT METAL DECK LAPS. DO NOT PROVIDE JOINT
WITHIN 6'-0" OF STEEL BEAMS.#4 x 24" REBAR @ 18" O.C.
CENTERED ON JOINT
CL JOINT
0.145 P.D.P. W/ 3/4" MIN. EMBED PER PLAN
BENT PL. x CONT. W/ (4) #12 SCREWS
AT EA. POST
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S6.1
FLOOR FRAMING DETAILS
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
1" = 1'-0"
CFS WALL TO DECK2 1" = 1'-0"
CFS BEAM3 1" = 1'-0"
CFS HEADER TO CFS POST4
1" = 1'-0"
CONT. CFS HEADER5 1" = 1'-0"
NON-BEARING WALL TO BEAM6 1" = 1'-0"
W-BEAM TO HSS POST7 1" = 1'-0"
CFS & W-BEAM TO HSS POST8
1" = 1'-0"
W-BEAM TO W-BEAM9 1" = 1'-0"
CFS HEADER TO W-BEAM10 1" = 1'-0"
DECK TRANSITION11 1" = 1'-0"
DECK TRANSITION12
1" = 1'-0"
CFS WALL TO CONC.13 1" = 1'-0"
CFS WALL TO CFS WALL14
1" = 1'-0"
SECTION AT BASE2A
1" = 1'-0"
NON-BEARING WALL TO DECK15
1" = 1'-0"
OFFSET W-BEAM TO HSS POST1
1" = 1'-0"
ELEVATED SLAB JOINT16
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
08/16/2022
CONC. SLAB ON DECK
F.F.
RE: PLAN #5 BOND BM.
1/4
CMU WALL PER PLAN
L4x4x1/4 LEDGER ANGLE WITH HY270
(OR SIMILAR) EPOXY ANCHORS W/ 4"
EMBED @ 24" O.C. GROUT ALL CELLS
SOLID AT ANCHORS.
#5 CONT.
CONC. SLAB ON DECK
F.F.
RE: PLAN
#5 BOND BM.
CMU WALL PER PLAN
#5 CONT.
CONTINUOUS 1/4" BENT PL W/ 6"
HORIZ LEG W/ 3/4" DIA. HEADED
STUDS (6" MIN. EMBED) @ 16" O.C.
AND 6" FROM EA. END. GROUT TO
COURSING.
L4x4x1/4 COORDINATE ANGLE
SIZE AND LOCATION W/
ELEVATOR MANUF.
CMU WALL BEYOND,
RE: PLAN
CFS BM/HDR. RE: PLANS
F.F.
RE: PLAN
1/4
1/4
CONC. SLAB
ON DECK
CMU WALL PER PLAN
#5 BOND BM.
#5 CONT.
L4x4x1/4 LEDGER ANGLE WITH HY270 (OR
SIMILAR) EPOXY ANCHORS W/ 4" EMBED
@ 24" O.C. GROUT ALL CELLS SOLID AT
ANCHORS.
L4x4x3/8x12" LG LEDGER ANGLE
W/ 1/4" PL CLIP W/ (4) #10 SCREWS
TO CFS BM, AND (2) 3/4"x6" HILTI
HY 270 EPOXY ANCHORS
WALL STUDS PER PLAN
PROVIDE (1) ADDITIONAL STUD
AT END OF BRACED WALL.
TOP TRACK PER PLAN
BOTTOM TRACK/ANGLE PER
PLAN. CONNECT TO STUD
WALL AND TO SLABWITH GAS
DRIVEN PINS PER PLAN.
X-BRACING STRAPS PER PLAN. PROVIDE
TAUT STRAP ATTACHED TO WALL STUDS
PER PLAN. CONNECT STRAPS TO EACH STUD
AND AT STRAP INTERSECTIONS W/ (1)#10-16
SCREWS @ EACH CONNECTION AND TO
GUSSET PLATE PER PLAN.
GUSSET PLATE PER PLAN. CONNECT
GUSSET PLATE TO TOP TRACK , BOT.
ANGLE (OR BOT. TRACK), AND TO END
STUD(S) PER PLAN.
HOLDOWN TOP AND BOTTOM AS
OCCURS PER PLAN. ATTACH TO ADD'L
STUD AT EACH END OF BRACED WALL
PER THE MFR'S RECOMMENDATIONS.
SCREWS FROM
"PLATE TO TRACK"
SCREWS FROM
"PLATE TO STUD"
SCREWS FROM
"STRAP TO PLATE"
PLAN VIEW
NOTCH LEG
OF ANGLE
CONC. SLAB
ON DECK
W-BEAM,
RE: PLAN
L5x3x1/4 (LLV) AT
EDGES OF OPENINGS,
BUTT AT CORNERS
3/16" 2"-"16
3/16"
3/16 3
7A
S6.2
C6x8.2 TO FRAME
OUT PENETRATION
SECTION 'A'
2"-12"7B
S6.2
1/4"
W-BEAM,
RE: PLAN
SECTION 'B'
KNIFE PL. 1/4"x 4"x 4"
CONC. SLAB
ON DECK
W.W.F.
(2) #5 CHORD STEEL,
UNO.
CONT. L5x3x1/4
W/ 1/2" Ø x 18" DBA'S
@ 2'-0" O.C.
1
1
/
2
"
SECTION 'C'
D 2
D 1
A
B
L1-1/4x1-1/4x1/4, TYP.
NOTES:
1/2"
TYP. ADJACENT
TO EA. CUT WEB1/8"
WEBS OF
STEEL DECKING
CONSIDERED AS SINGLE
OPENING IF HOLES ARE
WITHIN 'A' OR 'B' OF EACH
OTHER
/9 S6.2
/9 S6.21. USE FOR HOLES CUTTING NO MORE THAN 3 ADJACENT WEBS, OTHERWISE RE: .
2. ANGLES SHALL BE PLACED WITH LOWER LEG FLAT ACROSS DECK FLUTES.
3. ANGLES SHALL EXTEND 3 WEBS PAST THE DECK OPENING, TYPICAL.
4. IF DIMENSION A IS >4D OR 32" WHICHEVER IS LARGER, THERE IS NO RESTRICTION ON
DIMENSION B.
5. IF DIMENSION B IS >4D OR 32" WHICHEVER IS LARGER, THERE IS NO RESTRICTION ON
DIMENSION A.
6. IF DIMENSION A & B ARE <4D OR 32" WHICHEVER IS LARGER, THE OPENING GROUP SHALL BE
CONSIDERED AS A SINGLE HOLE, AND SHALL BE REINFORCED AS REQUIRED FOR THE LARGER
OPENING, RE: .
7. OPENINGS OR GROUPS OF OPENINGS LESS THAN 6" ACROSS DO NOT REQUIRE REINFORCING.
(3
)
F
L
U
T
E
S
2
4
"
M
A
X
.
(3
)
F
L
U
T
E
S
NOTES:
1 1/2" TYP.
WEBS OF
STEEL DECKING
1"
AT CENTER OF EACH
UPPER FLUTE BEYOND
OPENING (TYPICAL)1/8"
HSS3x1x3/16- FLAT
#3x24"REBAR
1/2"
TYP. ADJACENT
TO EA. CUT WEB1/8"
/7 S6.2
1. HSS SHALL BE PLACED ON TOP OF THE DECK.
2. ADD REBARS AT CORNERS OF OPENINGS ABOVE HSS'.
3. IF THE OPENING OR GROUP OF OPENINGS OCCURS IN ONE DECK UNIT, THE OPENING
OR OPENING GROUP MAY BE CUT BEFORE POURING CONCRETE.
4. IF THE OPENING OR GROUP OF OPENINGS CUT THROUGH TWO DECK UNITS, THE DECK
SHALL NOT BE CUT UNTIL CONCRETE HAS BEEN PLACED AND CURED. AT THE TIME
OF POURING, SUITABLE SLEEVES OR BULKHEADS SHALL BE PLACED AROUND THE
OPENING.
5. WHEN THE MAXIMUM DIMENSION OF AN OPENING OR OPENING GROUP EXCEEDS 24",
PLACE HEADER BEAMS AROUND OPENING, RE: .
GIRDER PER PLAN
BEAM PER PLAN
SHEAR PL. x FULL PER SCHED.
WHEN BEAM FRAMES INTO
ONE SIDE OF GIRDER ONLY
SHEAR PL. PER SCHED.
WHEN BEAM FRAMES INTO
BOTH SIDES OF GIRDER
BEAM
PER PLAN
BOLTS, A-325 PER SCHED.
PER
SCHED.
PER
SCHED.
BEAM PLATE
THICKNESS
TYP. WELD SIZE
(3) 3/4" DIA.
(4) 3/4" DIA.
(5) 3/4" DIA.
(6) 3/4" DIA.
(7) 3/4" DIA.
A-325 BOLTS
# & SIZE
(6) 3/4" DIA.
(2) 3/4" DIA.
(2) 3/4" DIA.W8, C8
(3) 3/4" DIA.
NOTES:
1. PROVIDE FIELD WELDS FROM ALL KNIFE PLATES TO ALL BEAMS
AS SHOWN AND WHERE CONSTRUCTION REQUIRES.
2. SIZE KNIFE PLATE AS REQ'D PER SKEWED PLATE DETAIL.
3. COPE SUPPORTED BEAM FLANGES AS REQ'D TO AVOID
INTERFERENCE WITH CONNECTION PLATE.
4. PROVIDE STANDARD ROUND HOLES.
A B A B
Θ≤17°17°<Θ≤30°
W10, C10
W12, C12
W14, C15
W16
W18
W21
W24
W27
W30 (8) 3/4" DIA.
3/8"
3/8"
3/8"
3/8"
3/8"
1/2"
1/2"
1/2"
1/2"
1/2"
1/4"
1/4"
1/4"
1/4"
1/4"
5/16"
5/16"
5/16"
5/16"
5/16"
1 1/2"2 1/2"
TY
P
.
1
1
/
2
"
TY
P
.
3"
O
.
C
.
PER
SCHED.
SKEWED PLATE
A
B
Θ
SKEWED CONN. WELD SIZES
Θ = 0°
1/4"
1/4"
1/4"
1/4"
1/4"
5/16"
5/16"
5/16"
5/16"
5/16"
3/8"
3/8"
3/8"
3/8"
3/8"
1/2"
1/2"
1/2"
1/2"
1/2"
9/16"
1/4"
1/4"
1/4"
1/4"
1/4"
5/16"
5/16"
5/16"
5/16"
5/16"
A B (BEVEL WELD)
30°<Θ≤45°
1/4"
1/4"
1/4"
1/4"
1/4"
5/16"
5/16"
5/16"
5/16"
5/16"
1/2"
1/2"
1/2"
1/2"
1/2"
9/16"
9/16"
9/16"
9/16"
BEAM WEB
OR F.O.HSS
3 "
3/8" (1/4")
3/8" (1/4")
3/8" (1/4")
3/8" (1/4")
3/8" (1/4")
1/2" (3/8")
1/2" (3/8")
1/2" (3/8")
1/2" (3/8")
1/2" (3/8")
1/2"
HSS COLW-BEAMS / CHANNEL
1/2"1 1/2"
2 1/2"
PER
SCHED.
TY
P
.
1
1
/
2
"
TY
P
.
3"
NOTES:
1. WELD ALL SIDES OF ALL KNIFE PLATES TO CONNECTED W-BEAMS AT ALL ATTACHMENTS. KNIFE PLATE
BOLTING AND WELDING ARE USED IN UNISON FOR ALL CONNECTIONS.
NOTES:
MIN.
1' - 0"
MIN.
4"
DECK PARALLEL TO BEAMDECK PERPENDICULAR OR SKEWED TO BEAM
16" MAX.
CL OF GIRDER OR
FACE OF COL.
12" MAX. SPACING BTWN.
PUDDLE WELDS OR STUD
& PUDDLE WELD
1ST STUD
1ST STUD
CL SPAN
PUDDLE WELD
WHERE NO
STUD REQ'D.
CL OF GIRDER OR
FACE OF COL.
S6.2
6A
/6A S6.2
1. WHEN # OF STUDS REQ'D. EXCEEDS THE # OF
FLUTES, PLACE (2) IN EVERY OTHER FLUTE
STARTING AT EA. END OF THE BEAM, THE
TRANSVERSE SPACE SHALL BE 3" MIN.
2. STUDS SHALL BE 3/4"Ø "NELSON HEADED ANCHOR
STUDS" (H.A.S.) OR APPROVED EQUIVALENT.
3. LOCATE STUDS RE: INSIDE OF FLUTES
CLOSEST TO NEAREST SUPPORT (AWAY FROM
BEAM CENTERLINE).
1
1
/
2
"
M
I
N
CO
V
E
R
1/
2
"
M
I
N
CO
V
E
R
1/
2
"
M
I
N
1
1
/
2
"
M
I
N
CORRECT
LOCATION
INCORRECT
LOCATION
CL SPAN
CONC. SLAB ON DECK
F.F.
RE: PLAN
CFS POST, RE: PLAN
"PBU" WALL PANEL, RE: PLAN
CONT. BENT PL. (LLH) OR TRACK,
RE: PLANS.
HOLDOWN PER PLAN CONNECT TO
ADDITIONAL STUD AT EACH END OF
SHEARWALL OR BRACED WALL PER THE
MANUFACTURES RECOMMENDATIONS,
RE: PLAN.
W-BEAM, RE: PLAN
PL. 1/4"x 6"x FULL CONNECT
HOLDOWN AT UNDERSIDE OF DECK
TO PL. PER THE HOLDOWN
MANUFATURES' RECOMMENDATIONS.
1/4
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S6.2
FLOOR FRAMING DETAILS
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
1" = 1'-0"
DECK TO CMU1 1" = 1'-0"
DECK TO CMU OPENING2 1" = 1'-0"
CFS BEAM TO CMU3 1" = 1'-0"
X-BRACED SHEARWALL4
1" = 1'-0"
FRAMING AT DECK OPENINGS7
3/4" = 1'-0"
DECK PENETRATION8 3/4" = 1'-0"
DECK PENETRATION9 1" = 1'-0"
BOLTED SHEAR CONNECTION10
1" = 1'-0"
TYPICAL COMPOSITE BEAM STUD SPACING6
1" = 1'-0"
STUD LOCATION6A
1" = 1'-0"
HOLDOWN AT SHEARWALL5
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
1
U
P
D
A
T
ES
/
C
I
T
Y
S
U
B
M
IT
T
A
L
08.16.22
1
08/16/2022
METAL ROOFING
OVER INSULATION
W-BEAM, RE: PLAN
CFS WALL GIRTS,
RE: PLAN
CFS "Z" PURLIN,
RE: PLAN
HSS POST (BEYOND),
RE: PLANS
16ga. x 6"x6" PURLIN
ATTACHMENT CLIP,
W/ (4) #10 SCREWS
CONTINUOUS 5x4x14 GAGE (LLH)
BENT CFS PL. FOR EXTERIOR PANEL
CONNECTION, RE: PLAN
T/WALL ELEV.
RE: PLAN
T.O. STEEL
RE: PLAN
KNIFE PL., RE:/10 S6.2 L4x4x3/8 x 6" L. W/ 1/4" PL. CLIP. CONN. CFS
BEAM TO PL. W/ (4) #10 SCREWS
CFS "Z" PURLIN,
RE: PLAN
HSS POST (BEYOND),
RE: PLANS
(2) 4CS2x065 C.F.S. BEAM/HEADER
@ PURLIN ELEVATION, RE: PLAN
T/WALL ELEV.
RE: PLAN
T.O. STEEL
RE: PLAN
METAL ROOFING
OVER INSULATION
16ga. x 6"x6" PURLIN
ATTACHMENT CLIP,
W/ (4) #10 SCREWS
CFS WALL GIRTS,
RE: PLAN
CFS "Z" PURLIN,
RE: PLAN
DBL C.F.S. BUILT-UP POST @
EVERY STORAGE LOCKER,
RE: PLANS
GUSSET PLATE
AT X-BRACE
T/WALL ELEV.
RE: PLAN
METAL ROOFING
OVER INSULATION
T.O. STEEL
RE: PLAN
CFS WALL GIRTS,
RE: PLAN
ROOF DIAPHRAGM X-
BRACING, RE: PLAN
C.F.S. WALL GIRTS,
RE: PLANC.F.S. "Z" PURLIN,
RE: PLAN
DBL C.F.S. BUILT-UP
POST @ EVERY
STORAGE LOCKER,
RE: PLAN
GUSSET PLATE
AT X-BRACE
METAL ROOFING
OVER INSULATION
T.O. STEEL
RE: PLAN
ROOF DIAPHRAGM X-
BRACING, RE: PLAN
C.F.S. POST, RE: PLAN
CONNECT EACH C.F.S. POST TO EACH "Z" PURLIN
W/ (6) #10 SCREWS AT EACH CONN. MIN.
MIN. TOP/COLLECTOR PL,
RE: PLAN
MIN. WALL SHT'G,
RE: PLAN
SIDELAP PANEL FASTENER,
RE: PLAN
C.F.S. "Z" PURLIN,
RE: PLAN
METAL ROOFING
OVER INSULATION
T.O. STEEL
RE: PLAN
CONNECT EACH C.F.S. POST
TO EACH "Z" PURLIN, W/ (6)
#10 SCREWS C.F.S. POST, RE: PLAN
MAX. SPACING, RE: PLANS
METAL ROOFING
OVER INSULATION
C.F.S. "Z" PURLIN,
RE: PLAN
T.O. STEEL
RE: PLAN
CONNECT EACH C.F.S. POST TO EACH "Z" PURLIN
W/ (6) #10 SCREWS AT EACH CONN. MIN.
C.F.S. "Z" PURLIN,
RE: PLAN
METAL ROOFING
OVER INSULATION
C.F.S. STUB POST AT PURLIN/HEADER CONNECTION.
STUB POST SHALL MATCH C.F.S. POST PER PLANS.
CONNECT EACH STUB POST TO THE HEADER W/ (6) #10
SCREWS MIN.
C.F.S. BEAM/HEADER, RE: PLANS
T.O. STEEL
RE: PLAN
CONNECT EACH C.F.S. POST
TO EACH "Z" PURLIN,
RE: PLANS DBL C.F.S. BUILT UP POST, RE: PLAN
MAX. SPACING, RE: PLANS
METAL ROOFING
OVER INSULATION
C.F.S. "Z" PURLIN,
RE: PLAN
EXTEND ONE POST AND CONNECT
TO EACH "Z" PURLIN. RE: PLAN
C.F.S. BEAM/HEADER. CONNECT EACH
BEAM/HEADER TO THE C.F.S. POST PER PLANS.
T.O. STEEL
RE: PLAN
REINFORCED CMU WALL PER
PLANS AND DETAILS. PROVIDE
VERTICAL REINF. PER PLANS AND
DETAILS AND AT ALL CORNERS
AND AT ENDS OF WALLS. GROUT
CELLS WITH REINF. SOLID.
L4x4x3/16 LEDGER W/ 5/8" HY270
EPOXY ANCHORS @ 24" O.C.
GROUT ALL CELLS SOLID AT
ANCHORS. STAGGER ANCHORS.
RE: PLAN
METAL ROOFING
OVER INSULATION
C.F.S. "Z" PURLIN,
RE: PLAN
T.O. STEEL
RE: PLAN
16ga. x 6"x6" PURLIN
ATTACHMENT CLIP,
W/ (4) #10 SCREWS
#5 BOND. BM. AT TOP
TYP.
1/4
REINFORCED CMU WALL PER PLANS AND
DETAILS. PROVIDE VERTICAL REINF. PER
PLANS AND DETAILS AND AT ALL
CORNERS AND AT ENDS OF WALLS.
GROUT CELLS WITH REINF. SOLID.
L4x4x1/4 X 6" LONG STEEL
LEDGER ANGLE W/ 1/4" PL.
CLIP. CONN. C.F.S. BM. TO
PL. CLIP W/ (4)#10 SCREWS.
C.F.S. BM/HDR. CONNECT EACH BM/HDR
TO THE C.F.S. POST PER PLANS. RE: PLANS.
METAL ROOFING OVER INSULATION
C.F.S. "Z" PURLIN, RE: PLAN
B/PURLIN ELEV.
RE: PLAN GROUTED SOLID BOND BEAM W/ CONT.
REINFORCEMENT, RE: PLANS.
3/8x12x1'-8" STEEL PL. W/ (2) ROWS OF
(3) 3/4"Ø ANCHORS (5" MIN. EMBED).
SPACE ANCHORS 8" O.C. IN BOTH
DIRECTIONS. GROUT ALL CELLS SOLID
AT ANCHORS. AS ALTERNATE PROVIDE
STEEL BEARING PL. PER STEEL BM.
BEARING AT CMU PILASTER/WALL
DETAIL.
#5 BOND. BM. AT TOP
TYP.
C.F.S. WALL GIRTS,
RE: PLAN
C.F.S. "Z" PURLIN, RE: PLANS
DBL C.F.S. BUILT-UP POST @
EVERY STORAGE LOCKER,
RE: PLAN
T/WALL ELEV.
RE: ARCH.
T/WALL ELEV.
RE: PLAN C.F.S. WALL GIRTS,
RE: PLAN
METAL ROOFING OVER INSULATION
C.F.S. LOAD-BEARING WALL/POST
RE: PLANS
MIN. TOP / COLLECTOR PL. PER
SHEARWALL SCHEDULE U.N.O.
MIN. WALL SHT'G PER
SHEARWALL SCHEDULE.
END SUPPORT PANEL FASTNER
PER SHEARWALL SCHEDULE.
INTERMEDIATE PANEL FASTNER
PER SHEARWALL SCHEDULE.
SIDELAP PANEL FASTNER PER
SHEARWALL SCHEDULE
#12 SCREWS @ 12" O.C.
C.F.S. "Z" PURLIN, RE: PLAN
DBL C.F.S. BUILT-UP POST @
EVERY STORAGE LOCKER,
RE: PLAN
T/WALL ELEV.
RE: PLAN C.F.S. WALL GIRTS,
RE: PLAN
METAL ROOFING OVER INSULATION
C.F.S. LOAD-BEARING WALL/POST
RE: PLAN
MIN. TOP / COLLECTOR PL.
PER SHEARWALL SCHEDULE
MIN. WALL SHT'G. PER
SHEARWALL SCHEDULE.
END SUPPORT PANEL FASTNER
PER SHEARWALL SCHEDULE.
INTERMEDIATE PANEL FASTNER
PER SHEARWALL SCHEDULE.
SIDELAP PANEL FASTNER PER
SHEARWALL SCHEDULE #12 SCREWS @ 12" O.C.
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S7.0
ROOF FRAMING DETAILS
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
1" = 1'-0"
"Z" TO W-BEAM AT EXTERIOR1 1" = 1'-0"
"Z" TO CFS HEADER AT EXTERIOR1B 1" = 1'-0"
"Z" PURLINS PARALLEL W/ WALL2 1" = 1'-0"
"Z" PURLIN AT EAVE3
1" = 1'-0"
ROOF PURLIN AT C.F.S. POST4 1" = 1'-0"
COORIDOR HEADER AT ROOF PURLIN5 1" = 1'-0"
ROOF PURLIN AT C.F.S. BEAM/HEADER6 1" = 1'-0"
COORIDOR HEADER AT ROOF PURLIN7
1" = 1'-0"
"Z" PURLIN TO CMU8 1" = 1'-0"
CFS BEAM TO CMU9 1" = 1'-0"
CFS WALL TO EXTERIOR WALL10 1" = 1'-0"
CSF WALL TO EXTERIOR EAVE11
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
08/16/2022
MASONRY LINTEL SCHEDULE
MARK MIN. DEPTH DETAILJAMB
REINFORCING
JAMB
WIDTH
L-1
L-2
BOT. ELEV.
ABOVE F.F.
16"
24"
RE: ARCH.
RE: ARCH.
16"(1) #6 @ 8" O.C.
(1) #6 @ 8" O.C.24" U.N.O.
HORIZONTAL
REINFORCING
(2) #5 TOP & BOTTOM
(2) #5 TOP & BOTTOM
/1B S7.1
/1B S7.1
1B
S7.1
GR
O
U
T
S
O
L
I
D
LI
N
T
E
L
D
E
P
T
H
AND THROUGH SOLID GROUTED JAMB
24" MIN BEYOND CORNER OF OPENING
TOP REINF.
BOTTOM REINF.
VERTICAL REINFORCING, RE: SCHEDULE AND
DETAILS FOR JAMB CONDITIONS, EXTEND TO
FLOOR OR ROOF DIAPHRAGM
OPENING
ELEVATION
NOTES:
1. LOCATED CONTSTRUCTION OPENINGS AS NEEDED, EXTEND #5 HORIZ. AT SIDES
OF OPENING TO RECEIVE MECHANICAL COUPLERS AT TIME OF INFILL.
B.O. LINTEL
RE: ARCH
T.O. LINTEL
TYP. CMU
VERT. REINF.
(2) #5 T&B
SO
L
I
D
GR
O
U
T
1'
-
4
"
3"
L-1
3"
B.O. LINTEL
RE: ARCH
T.O. LINTEL
(2) #5 T&B
SO
L
I
D
GR
O
U
T
2'
-
0
"
3"
L-2
3"
TYP. CMU
VERT. REINF.
1"
M
I
N
.
2"
2"
1"
M
I
N
.
1" MIN.
CL
WORK
POINT
CONT. WALL GIRT/TRACK IN
C.F.S. STUD WALL PER PLAN
C.F.S. "Z" PURLIN, RE: PLAN
X-BRACING STRAP
PER PLAN.
16GA x 18" x 18"
GUSSET PL. MIN.
ALL GUSSET PL. DIM. ARE MIN.
FIELD VERIFY ALL DIMS. PRIOR
TO FABRICATION.
(33) #12 SCREWS FROM
PLATE TO GIRT/TRACK
(24) #12 SCREWS FROM
STRAP TO PLATE
(2) #12 SCREWS AT EA. LAP
OF STRAPS TO UNDERSIDE
OF PURLIN
1 " M I N .
SHEARWALL OR X-BRACE
WALL, RE: PLAN
(8) #12 SCREWS EA. STAP TO
GUSSET PLATE OVER
SHEARWALL OR X-BRACE
WALL TOP TRACK
(16) #12 SCREWS FROM GUSSET PLATE TO
SHEARWALL OR X-BRACE WALL TOP TRACK
(SCREWS FROM STRAPS CAN BE USED FOR THIS
ATTACHMENT REQUIREMENT IF THEY
PENETRATE ALL THREE LAYERS OF STEEL)
STRAP TO EXTERIOR WALL
STRAP TO CFS ROOF PURLIN
STRAP TO CFS
SHEARWALL / X-BRACE
B/PURLIN ELEV.
RE: PLAN
F.F.
RE: PLAN
T/WALL ELEV.
RE: PLAN
C.F.S. WALL GIRTS, RE: PLANS. MIN. PROVIDE AT TOP OF PARAPET
AND BOT OF PURLIN ELEVATION. RE: PLANS.
CONCRETE TILT UP PANEL, RE: PLANS
METAL ROOFING OVER INSULATION
C.F.S. "Z" PURLIN, RE: PLANS
POST IN EXTERIOR WALL. RE: PLANS
CONT. BENT PLATE (LLH), PER PLAN. CONNECT TO COLD-
FORMED STEEL POST WITH (4) #12 SCREWS AT EA. POST, AND TO
HSS WITH (2) ROWS OF #10 SCREWS AT 12" O.C. STAGGERED.
HSS BEAM PER PLAN (LONG DIM VERTICAL).WELD TO 3/8x7x1'-1"
STEEL PL. CONNECTED TO CMU WALL (4) 3/4"Ø ANCHORS (2
ABOVE AND BELOW) AT BOTH ENDS. USE ADHESIVE SYSTEM PER
G.S.N. (6-3/4" MIN. EMBED). PROVIDE AT EACH FLOOR LEVEL.
4"x4"x12 GA BENT PL. AT EACH
STUD W/ (3) #10-16 SCREWS INTO
EACH STUD AND TO HSS.
4
1
/
2
"
F.F.
RE: PLAN
4
1
/
2
"
1/4 2 - 12
2 - 12
GRID
CONC. TILT-UP WALL PANEL,
RE: PLAN
F.F.
RE: PLAN
F.F.
RE: PLAN
T.O. CMU
RE: PLAN
4
1
/
2
"
4
1
/
2
"
B/PURLIN ELEV.
RE: PLAN
HSS BEAM PER PLAN (LONG DIM VERTICAL). PROVIDE HSS BEAM
AT EACH FLOOR LEVEL PER PLAN.
PL3/8x7x1'-1", ATTACH TO CMU WALL W/ (4) 3/4"Ø ANCHORS AS
SHOWN EA. END OF HSS. USE HILTI RE-500 V3, OR SIMILAR, EPOXY
W/ 6-3/4" MIN. EMBED INTO SOLID GROUTED CMU. 1/4
TYP.
1" = 1'-0"
MASONRY LINTEL SCHEDULE1
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S7.1
ROOF FRAMING DETAILS
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
1" = 1'-0"
ROOF X-BRACE STRAPS AT WALLS AND PURLINS2
1" = 1'-0"
HSS BEAMS TO C.F.S. WALL3 1" = 1'-0"
HSS BEAMS TO CMU4
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
08/16/2022
STAIR 1
220
UP
STAIR 2
221
STAIR 1
320
UP
STAIR 2
321
STAIR 1
120
UP
STAIR 2
121
11 12 13
AA
HSS8x6x3/8
3"10' - 0"10' - 0"3"
8
S8.1
6
S8.1
6
S8.1
6
S8.1
6
S8.1
6
S8.1
9
S8.1
10
S8.1
C12x20.7
C9
x
1
3
.
4
C12x20.7
C9
x
1
3
.
4
C12x20.7
C12x20.7L3
X
3
X
1
/
4
11
S8.1
10
S8.1 CONT.
CONT.
31
31
D
4'
-
0
"
10
'
-
4
"
5'
-
1
1
"
20
'
-
3
"
10' - 4"
C12x20.7
C9x13.4
C9x13.4
C9x13.4
C12x20.7
C1
2
x
2
0
.
7
C1
2
x
2
0
.
7
C1
2
x
2
0
.
7
C1
2
x
2
0
.
7
C1
2
x
2
0
.
7
C1
2
x
2
0
.
7
C1
2
x
2
0
.
7
C1
2
x
2
0
.
7HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/45
S8.1
7
S8.1
7
S8.1 4
S8.1
3
S8.1
TYP
TYP
TYP
6
S8.1
4
S8.1
6
S8.1
11 12 13
AA
HSS8x6x3/8HSS6x6x3/8HSS6x6x3/8HSS6x6x3/83"10' - 0"10' - 0"3"
8
S8.1
7
S8.1
6
S8.1
10
S8.1
11
S8.1
31
31
DDHSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4C12x20.7
C9x13.4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4C12x20.7
C9x13.4
C9x13.4
4
S8.1
5
S8.1 6
S8.1
7
S8.1
7
S8.1
TYP
TYP
C1
2
x
2
0
.
7
C1
2
x
2
0
.
7
C1
2
x
2
0
.
7
6
S8.1
11 12 13
AA
10' - 0"10' - 0"
1
S8.1
8
S8.1
9
S8.1
C12x20.7
C9
x
1
3
.
4
C12x20.7
C12x20.7
C12x20.7
C12x20.7
L3
X
3
X
1
/
4
6
S8.1
TYP.
10
S8.1
OPP.
10
S8.1
TYP.
CONT.
CONT.
31
DDHSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4F3
F3F3
F3
F3
F3
F3
F3
2
S8.1
TYP
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S8.0
STAIR FRAMING PLANS
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
3/8" = 1'-0"
STAIR #1 @ 2ND FLOOR
3/8" = 1'-0"
STAIR #2 @ 2ND FLOOR
3/8" = 1'-0"
STAIR #1 @ 3RD FLOOR
3/8" = 1'-0"
STAIR #2 @ 3RD FLOOR
3/8" = 1'-0"
STAIR #1 FOUNDATION
3/8" = 1'-0"
STAIR #2 FOUNDATION PLAN
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
08/16/2022
CONC. SLAB ON GROUND,
RE: PLAN
C12 STRINGER, RE: PLAN
(3) SIDES, TYP.
1/4
L2x2x1/4 x0'- 8"
F.F.
RE: PLAN
L3x3x1/4x0' -3" W/ 5/8"Ø x 3"
EMBED HILTI HY200 EPOXY
ANCHOR, EA. STRINGER (1) #4 CONT.
MI
N
.
8"
8"
1/4" GALV. BENT CHECKERED
TREAD
1/4
1-1/2" NON-SHRINK
GROUT
FOOTING SIZE & REINF.,
RE: FTG. SCHED.
(4) 3/4"Ø x 13" HEADED A.B.
W/ 5" PROJECTION
HSS COL., RE: PLANS
PL. 1"x10"x10"
TYP.
1 1/2"
TYP.
1 1/2"
TY
P
.
1
1
/
2
"
TY
P
.
1
1
/
2
"
16" SQ. CONC. PIER
(2) #3 TIE IN TOP 5", AND
THEN @ 10" O.C.
#5 VERT. BARS @ 12" O.C.
AROUND PEDESTAL PERIMETER
WITH HOOK INTO FTG.
RE: PLAN
CL
R
.
3"
CLR.
3"
1/4
C12 STRINGER,
RE: PLAN
L2x2x1/4 x0'- 8"
1/4" GALV. BENT
CHECKERED TREAD
RE: PLAN
EQ EQ
F.F.
RE: PLAN
CJP
1" EA. END
1/4" GALV. BENT
CHECKERED PLATE
CONT. L3x3x1/4
C-CHANNEL,
RE: PLAN1/4TYP.
L3x3, RE: PLAN
RE: PLAN
1/4
CJP
1" EA. END
F.F.
RE: PLAN
1/4" GALV. BENT
CHECKERED PLATE
CONT. L3x3x1/4
C-CHANNEL,
RE: PLAN
C-CHANNEL, RE: PLAN
C12 STRINGER,
RE: PLAN
L2x2x1/4 x0'- 8"
1/4" GALV. BENT
CHECKERED TREAD
1/4" GALV. BENT
CHECKERED PLATE
C-CHANNEL,
RE: PLAN
W- BEAM,
RE: PLANS
KNIFE PL., RE:
CONC. SLAB ON DECK
L2x2x1/4 x0'- 8"
EXPANSION JOINT,
RE: PLANS
LOWER WALL,
RE: PLANS
F.F.
RE: PLAN
/10 S6.2
C-CHANNEL,
RE: PLAN
1/4" GALV. BENT
CHECKERED PLATE
W-BEAM,
RE: PLANS
F.F.
RE: PLAN
CONT. L3x3x1/4 AT LANDING
PERIMETER CHANNEL NOT SHOWN
FOR CLARITY.
KNIFE PL., RE:/10 S6.2
F.F.
RE: PLAN
C-CHANNEL,
RE: PLAN
1/4" GALV. BENT
CHECKERED PLATE
HSS COL., RE: PLANS
CONT. L3x3x1/4 AT LANDING
PERIMETER CHANNEL NOT SHOWN
FOR CLARITY.
KNIFE PL., RE:/10 S6.2
1/4
C12 STRINGER,
RE: PLAN
L2x2x1/4 x0'- 8"
1/4" GALV. BENT
CHECKERED TREAD
EQ EQ
RE: PLAN
F.F.
RE: PLAN
3/4"Ø HILTI HY270
EPOXY BOLTS
W/ 6-3/4" EMBED IN
GROUTED CELLS
#5 BOND BM.
CMU WALL
RE: PLANS
C-CHANNEL,
RE: PLAN
1/4" GALV. BENT
CHECKERED PLATE
CMU WALL RE: PLANS
#5 BOND BM.
3/4"Ø HILTI HY270 EPOXY
BOLTS W/ 6-3/4" EMBED IN
GROUTED CELLS
C-CHANNEL,
RE: PLAN
1/4" GALV. BENT
CHECKERED TREAD
C12 STRINGER,
RE: PLAN
1/4" GALV. BENT
CHECKERED PLATE
L2x2x1/4 x0'- 8"
RE: PLAN
1 1/2"9"1 1/2"
2"
8"
2"
1'
-
0
"
1' - 0"
CMU WALL
RE: PLANS
3/4"
STRINGER CONTINUOUS AT
OUTSDIE WALL, RE: PLAN
(4) 3/4"Ø HILTI HY270 EPOXY BOLTS
W/ 6-3/4" EMBED IN GROUTED
CELLS (OPTION, POCKET BEAM
INTO WALL PER )
KNIFE PL., RE:/10 S6.2
KNIFE PL., RE:/10 S6.2
2"
8"
2"
/11 S8.1
SOLID GROUT POCKET, OR
DRYPACK SOLID AFTER
ERECTION RE: PLAN
F.F.
RE: PLAN
STEEL ANGLE LEDGER W/ ADHESIVE
ANCHORS NOT SHOWN FOR CLARITY.
RE: PLAN
STAIR BM PER PLAN
1/4" GAL'V CHECKERED PL W/ L3x3x1/4
STIFFENERS @ 24" O.C. (MAX.)
STIFFENER NOT SHOWN FOR CLARITY.
PROVIDE (3) COURSES OF SOLID
GROUTED MASONARY (16" WIDE)
CENTERED UNDER BEAM.
BEARING PL. 3/4"x6"x1'-4"
W/ (2) 1/2"Ø x8" DBA'S OR #4 A706
REBAR ON 1" NON SHRINK GROUT
1/4 3"
(2) #5 BOND BEAM BELOW BEAM
W/ STANDARD HOOK AROUND
VERT BAR IN LAST CELL
1' - 4"
4"8"4"
6"
1
1
/
2
"
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S8.1
STAIR FRAMING &
DETAILS
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
1" = 1'-0"
STRINGER TO SLAB1 1" = 1'-0"
CONC. PIER AT HSS COL.2 1" = 1'-0"
STAIR LANDING3
1" = 1'-0"
STRINGER AT LANDING4 1" = 1'-0"
LANDING AT PLATFORM5 1" = 1'-0"
STRINGER TO LANDING BEAM6
1" = 1'-0"
STRINGER TO HSS COLUMN7 1" = 1'-0"
LANDING AT CMU WALL8
1" = 1'-0"
LANDING AT CMU WALL9 1" = 1'-0"
STRINGER TO CMU WALL10 1" = 1'-0"
STRINGER TO CMU WALL11
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
08/16/2022
RESTROOM
106
REFUSE
RM
107
HSS POST IN STUD WALL PER PLAN
(10'-0" O.C. MAX.)
CONCRETE TILT UP PANEL,
RE: PLAN
F.F.
RE: PLAN
1/4
CONC. SLAB ON DECK
STEEL BASE & CAP PL. 3/4x6x1'-0"
W/ (2) 1/2" Ø POST INSTALLED
ANCHORS AT 9" O.C. (2-5/8" MIN.
EMBED).
C10x15.3 AT 10'-0" O.C. MAX. W/ (2) HORIZONTAL
SLOTTED HOLES TO RECEIVE (2) 3/4" Ø A325
BOLTS AT VERTICAL C6 IN STUD WALL.
3'
-
0
"
3/4" (V.I.F.)
B/CANOPY ELEV.
RE: ARCH
C6 TO C10
AFTER
ERECTION
6CS2.5x059 PURLINS @ 2'-0" O.C. MAX. PURLINS
SHALL BE CONTINUOUS FOR (2) SPANS MIN.
METAL ROOF PANELING, RE: PLANS. INSTALL
PER MANUFACTURES RECOMMENDATIONS.
10' - 0" MAX.
OUTLINE OF FINISH MATERIAL AND
SUPPORT FRAMING, RE: ARCH
1'
-
9
1
/
2
"
1/4
C10 TO HSS
3/4" Ø ASTM A603 GALVANIZED WIRE ROPE (OR ROD) W/
OPEN SPELTER SOCKET EACH END AND 1/4" STEEL PLATE
CONNECTION FOR PIN, TYP. COORDINATE LOCATION W/
EXTERIOR SIGNAGE AND SPACE EQUALLY ACROSS LENGTH
OF CANOPY WITH ROD EACH END 10' -0" MAX O.C. SPACING
F.F.
RE: PLAN
CFS POST IN EXTERIOR WALL, RE: PLAN
C6x8.2 VERTICAL AT 10'-0" MAX. O.C. IN SAME
PLANE AS CFS STUDS W/ (2) 3/4" Ø A325 BOLTS
IN VERTICALL SLOTTED HOLES
6CS2.5x059 GIRTS AT TOP AND BOT.
OF WALL AND TOP OF C10 FOR
ATTACHMENT OF SIDING
METAL SIDING,
RE: ARCH
3/8
12
1/4
PL TO C6
1/4
PL TO HSS
4
12
6"
TY
P
.
5
1
/
2
"
TYP.
11 3/4"
STEEL BASE & CAP PL. 3/4x6x1'-0" W/ (2) 1/2" Ø POST
INSTALLED ANCHORS AT 9" O.C. (2-5/8" MIN. EMBED).
CONCRETE TILT UP PANEL, RE: PLAN
F.F.
RE: PLAN
1/4
STEEL BASE/CAP PL. 3/4x6x1'-0"
C10x15.3 AT 10'-0" O.C. MAX. W/ (2) HORIZONTAL
SLOTTED HOLES TO RECEIVE (2) 3/4" Ø A325
BOLTS AT VERTICAL C6 IN STUD WALL.
C6x8.2 VERTICAL AT 10'-0" MAX. O.C. IN SAME
PLANE AS CFS STUDS W/ (2) 3/4" Ø A325 BOLTS
IN VERTICALL SLOTTED HOLES
3'
-
0
"
6CS2.5x059 GIRTS AT TOP AND BOT.
OF WALL AND TOP OF C10 FOR
ATTACHMENT OF SIDING
3/4" (V.I.F.)
B/CANOPY ELEV.
RE: PLAN
TYP. AFTER
ERECTION
METAL SIDING,
RE: ARCH
3/8
126CS2.5x059 PURLINS @ 2'-0" O.C. MAX. PURLINS
SHALL BE CONTINUOUS FOR (2) SPANS MIN.
METAL ROOF PANELING, RE: PLANS. INSTALL
PER MANUFACTURES RECOMMENDATIONS.
10' - 0" MAX.
OUTLINE OF FINISH MATERIAL AND
SUPPORT FRAMING, RE: ARCH
1'
-
9
1
/
2
"
1/4TYP.
F.F.
RE: PLAN
CFS POST IN EXTERIOR WALL,
RE: PLAN
HSS BEAM ACROSS STAIRWAY,
RE: PLAN AND
1/4TYP. 3/4" Ø ASTM A603 GALVANIZED WIRE ROPE (OR ROD) W/
OPEN SPELTER SOCKET EACH END AND 1/4" STEEL PLATE
CONNECTION FOR PIN, TYP. COORDINATE LOCATION W/
EXTERIOR SIGNAGE AND SPACE EQUALLY ACROSS LENGTH
OF CANOPY WITH ROD EACH END 10' -0" MAX O.C. SPACING
1/4
PL TO C6
1/4
PL TO HSS
6"
4
12
HSS POST IN STUD WALL PER PLAN
(10'-0" O.C. MAX.)
4
1
/
2
"
4
1
/
2
"
/3 S7.1
HSS BEAM ACROSS STAIRWAY,
RE: PLAN AND /3 S7.1
1 2 3 4
A
BHSS6x6x3/8HSS6x6x3/8HSS6x6x3/8HSS6x6x3/8C1
0
x
1
5
.
3
C1
0
x
1
5
.
3
C1
0
x
1
5
.
3
C1
0
x
1
5
.
3C10x15.3C10x15.3
C10x15.3
C10x15.3
C10x15.3
1
S9.0
1
S9.0TYP.HSS6x6x3/8HSS6x6x3/8HSS6x6x3/811 12 13 14 15 16 17
AAHSS6x6x3/8HSS6x6x3/8HSS6x6x3/8HSS6x6x3/8HSS6x6x3/8HSS6x6x3/8HSS6x6x3/8C1
0
x
1
5
.
3
C1
0
x
1
5
.
3
C1
0
x
1
5
.
3
C1
0
x
1
5
.
3
C1
0
x
1
5
.
3
C1
0
x
1
5
.
3
C1
0
x
1
5
.
3
1
S9.0TYP.
HSS8x6x3/8
2
S9.0
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S9.0
CANOPY FRAMING
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
1" = 1'-0"
CANOPY FRAME1
1" = 1'-0"
CANOPY CROSS BEAM2
3/16" = 1'-0"
CANOPY FRAMING PLAN #1
3/16" = 1'-0"
CANOPY FRAMING PLAN #2
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
08/16/2022
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
29' - 9"1/2"19' - 5 1/2"1/2"21' - 11 1/2"1/2"15' - 5 1/2"1/2"20' - 11 1/2"1/2"25' - 11 1/2"1/2"25' - 11 1/2"1/2"14' - 11 1/2"1/2"13' - 5 1/2"1/2"19' - 11 1/2"1/2"21' - 11 1/2"1/2"21' - 11 1/2"1/2"21' - 11 1/2"1/2"23' - 8 1/2"
100' - 0"
112' - 1 1/2"
T.O.C.
F.F.
2ND F.F.
4
1
/
2
"
4'
-
9
1
/
2
"
7'
-
4
"
112' - 6"
CL-3
CL-2
J3
J3
J1
J2 J2 J2 J1 J1 J2 J2 J2 J2
TILT-UP PANEL NOTES
1. 5-1/2" THICK (2x6 FORM) WITH REINFORCING PER ASSEMBLY DETAILS, RE: S10.1 SHEET.
CL-1, TYP.
U.N.O.
CL-2
A B C D E
1/2"26' - 0"1/2"25' - 11 1/2"1/2"25' - 11 1/2"1/2"25' - 11 1/2"1/2"
T.O.C.
F.F.
2ND F.F.
100' - 0"
112' - 1 1/2"
112' - 6"
B.9
26' - 0"1/2"
CL-1, TYP.
U.N.O.
J1
910111213141516171819202122232425262728293031
27' - 6"1/2"27' - 6"1/2"27' - 6"1/2"27' - 6"1/2"27' - 6"1/2"27' - 6"1/2"27' - 6"1/2"25' - 2 1/2"
T.O.C.
F.F.
2ND F.F.
112' - 6"
112' - 1 1/2"
12
'
-
1
1
/
2
"
CDE
1/2"21' - 5 1/2"1/2"21' - 5 1/2"1/2"21' - 5 1/2"1/2"
T.O.C.
F.F.
2ND F.F.
112' - 6"
112' - 1 1/2"
100' - 0"
123456789
T.O.C.
F.F.
2ND F.F.
100' - 0"
112' - 6"
112' - 1 1/2"
1/2"26' - 7 1/2"1/2"26' - 7 1/2"1/2"26' - 7 1/2"5 1/2"
ABC
T.O.C.
F.F.
2ND F.F.
112' - 1 1/2"
112' - 6"
17' - 11 3/4"1/2"17' - 11 1/2"1/2"29' - 5 3/4"1/2"
100' - 0"
B.9
CL-3
J1 J3 J3
CL-1
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S10.0
COMPOSITE TILT-UP
PANEL WALL ELEVATIONS
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
1" = 10'-0"
COMPOSITE NORTH WALL ELEVATION1
1/8" = 1'-0"
COMPOSITE EAST WALL ELEVATION2
1/8" = 1'-0"
COMPOSITE SOUTH WALL GRID "E" ELEVATION3
1/8" = 1'-0"
COMPOSITE WEST GRID "9" WALL ELEVATION4 1/8" = 1'-0"
COMPOSITE SOUTH WALL GRID "C" ELEVATION5
1/8" = 1'-0"
COMPOSITE WEST GRID "1" WALL ELEVATION6
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
1
U
P
D
A
T
ES
/
C
I
T
Y
S
U
B
M
IT
T
A
L
08.16.22
1
1 1
1
1
08/16/2022
1B
S10.1
1A
S10.1
3
S10.1
/5 S10.1
/2 S10.1
ADDITIONAL VERT. BARS
AT JAMB OR UNDER
GIRDER, AS OCCURS
F.F.
RE: PLAN
(2) #5 VERT. BARS AT
WALL ENDS
#3 TIES @ 8" O.C. AT JAMBS
EXTEND 2' - 0" ABOVE &
BELOW OPENING
(2) #5 CONT. BELOW SILL#3 STIRRUPS @ 12" O.C.
BELOW OPENINGS (2) #5 BARS W/ 6" 90° HOOKS
CONT. AT BOT.
OPENING IN PANEL,
RE: ARCH.
(2) #5 VERT. BARS MIN
EACH SIDE OF OPENING
#5 x 5' -0" CORNER BAR
ALL OPENINGS. TYP.
(2) #5 BARS AT HEAD &
THRU JAMB, TYP. U.N.O.
TYPICAL PANEL REINFORCING:
ALL WALLS: #5 VERT. @ 16" O.C. (CENTERED IN WALL),
HORIZONTAL BARS: #5 @ 16" O.C. (CENTERED IN WALL), U.N.O.
TYPICAL PANEL NOTES:
1. FOR SHIMMING OF PANEL, RE: .
2. PROVIDE CORNER CONN., RE: .
3. FOR TYP WALL LAYOUT/ELEVATION, RE: .
2'
-
0
"
#3 TIES @ 2' - 0" O.C. AT JAMB
ABOVE & BELOW OPENING
/6 S10.1
(2) #5 BARS W/ 6" 90° HOOKS
CONT. AT TOP
MISC. TYP. OPENING,
2' -0" MAX DIM.
2' - 0"
#5 x 4' -0" CORNER BAR
ALL OPENINGS. TYP.
(2) #5 x 4' -0" BARS
ALL SIDES TYP.
(2) #5 VERT. BARS AT
WALL ENDS
ADDITIONAL VERT. BARS
AT JAMB OR UNDER
GIRDER, AS OCCURS
EMBED PL.1/4"x6"x8" W/ (2) 5/8" DIA x 4" LONG
HEADED STUDS AT 4" O.C. SEE PANEL
ELEVATIONS FOR LOCATIONS. ALIGN SLAB &
WALL PLATES, ALIGN W/ FTG EMBEDS.
PLACE 24" OFF EA. SIDE EDGE OF TILT-UP.
(1) PER LEG, (3) PER PANEL MIN.
LINTEL SECTION 'A'
VERT. REINF.
DIAGONAL
CORNER BAR
LINTEL REINF.
PER SCHD.
T.O. OPENING
#3 TIES
PER SCHD.
CONCRETE LINTEL SCHEDULE
CL-X DEPTH LONG BARS #3 TIE SPC'G
CL-1 16"(4) #5 T&B 6" O.C.
CL-2 18"(4) #6 T&B 3" O.C.
CL-3 36"(4) #6 T&B 6" O.C.
3'
-
0
"
CL-3
1'
-
6
"
CL-2
1'
-
4
"
CL-1
PE
R
S
C
HE
D
.
LI
N
T
E
L
D
E
P
T
H
JAMB SECTION 'B'
CL
R
.
1
1
/
2
"
TYP. HORIZ.
REINF.
PERIMETER
REINFORCING
TYP. VERT. REINF.
2" CLR.
L2x2x1/4 x 0' - 6"
BENT PL3x3x3/8 x 0' - 8" W/ (2) #5
A706 x 2' - 0" REBAR @ 6" O.C.
INSIDE FACE OF
PANEL
BENT PL3x3x3/8 x 0' - 8" W/ (2) #5
A706 x 2' - 0" REBAR @ 6" O.C.
3/16
EA. LEG
MITERED CORNER
L2x2x1/4 x 0' - 6"
PL3/8"x3"x8" W/ (2) #5 A706 x 2' - 0"
REBAR @ 6" O.C.
INSIDE FACE OF
PANEL
3/16
EA. LEG
TYPICAL CORNER/INTERSECTION U.N.O.
INSIDE FACE OF
PANEL
L3x3x3/8 x 8" W/ (2) #5 A706
x 2' - 0" REBAR @ 6" O.C.
1/4"TYP.
1/4"TYP.
NOTE:
PROVIDE CONNECTION IN (2) MIN
LOCATIONS AT THIRD-POINTS
BETWEEN THE SLAB AND ROOF, U.N.O.
RE: PLAN
END PANEL INTERMEDIATE PANEL INTERMEDIATE PANEL
S10.1
45
S10.1
RETURN WALL
AT CORNER
EQ
.
EQ
.
EQ
.
F.F.
RE: PLAN
EMBED PL.1/4"x6"x8" W/ (2) 5/8" DIA x 4" LONG HEADED STUDS
AT 4" O.C. SEE PANEL ELEVATIONS FOR LOCATIONS. ALIGN
SLAB & WALL PLATES, ALIGN W/ FTG EMBEDS. PLACE 24" OFF
EA. SIDE EDGE OF TILT-UP. (1) PER LEG, (3) PER PANEL MIN.
L3x3x1/4x CONT. W/ 1/2"Ø x4" LG.
H.C.A. @ 16" O.C. & 6" FROM EA. END
L3x3x3/8 x 12" W/ (2) #5 A706 x 2' - 0"
REBAR @ 6" O.C.
INSIDE FACE OF
PANEL 3/16
PLAN
1/4" SPLIT PLATE,
RE: . /4A S10.1
NOTE:
PROVIDE CONNECTION IN (2) MIN
LOCATIONS AT THIRD-POINTS BETWEEN
THE SLAB AND FLOOR/ROOF, U.N.O.
1/4"TYP.
L3x3x3/8x12"
EA. PANEL
1/4" SPLIT PLATE
ELEVATION
1 "Ø H O L E
4"
2"
5"
10
"
'A' SPLIT PLATE ISOMETRIC
PANEL LENGTH
PANEL JOINTS,
RE:
PANEL SHIMS/ BEARING
PADS AS REQ'D
CONC. FOOTING,
RE: PLAN
NOTES:
1. MIN. (3) SHIMS / BEARING PADS EACH PANEL.
2. PROVIDE AN ADDITIONAL SHIM UNDER EACH JAMB
LESS THAN 4' - 0" WIDE.
3. FOR TYPICAL PANEL REINFORCING, RE: .
4. DO NOT PLACE SHIMS DIRECTLY UNDER OPENINGS,
MOVE SHIM TO NEAREST JAMB
/1 S10.1
MAX
4' - 0" EQUAL EQUAL
MAX
4' - 0"
/7 S10.1
2"
MITERED CORNER
IN-LINE JOINT
BOT. OF FORM & OUTSIDE
FACE OF PANEL
3/4" CHAMFER
EXT. FACE OF PANEL
EXT. FACE
OF PANEL
BOT. OF FORM & OUTSIDE
FACE OF PANEL
EXT. FACE
OF PANEL
JOINT, TYP.
3/4"
ROLL-UP DOOR JAMB
BOT. OF FORM & OUTSIDE
FACE OF PANEL
3/4" CHAMFER, TYP.
EXT. FACE OF PANEL
SILL BEYOND
POST INSTALLED
CLOSURE PLATE (NOT
SHOWN), RE: ARCH.
TYPICAL CORNER
EXT. FACE
OF PANEL
BOT. OF FORM &
OUTSIDE FACE
OF PANEL
EXT. FACE
OF PANEL
3/4" CHAMFER, TYP.
3/4" CHAMFER,
TYP.
JO
I
N
T
,
TY
P
.
3/
4
"
JAMB "J1"
(MAN DOOR)
CV
R
.
T
YP
.
1
1
/
2
"
CV
R
.
T
YP
.
1
1
/
2
"
8" 2 1/4"
(4) #5 VERT BARS
(2 EA. FACE)
#3 TIES SPACED
PER PLAN
JAMB "J3"
(25FT OPENING)
CV
R
.
T
YP
.
1
1
/
2
"
CV
R
.
T
YP
.
1
1
/
2
"
6" 6" 6" 2 1/4"
(8) #5 VERT BARS
(4 EA. FACE)
#3 TIES SPACED
PER PLAN
TYP. WALL
REINF.
TYP. WALL
REINF.
JAMB "J2"
(DOCK DOOR)
CV
R
.
T
YP
.
1
1
/
2
"
CV
R
.
T
YP
.
1
1
/
2
"
6" 6" 2 1/4"
(6) #5 VERT BARS
(3 EA. FACE)
#3 TIES SPACED
PER PLAN
TYP. WALL
REINF.
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S10.1
TILT-UP PANEL DETAILS
DNS
JN/TJN
06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
1/2" = 1'-0"
TYPICAL TILT-UP PANEL REINFORCING ELEVATION1
1" = 1'-0"
CONCRETE LINTELS1A
1" = 1'-0"
PANEL JAMB1B
3/4" = 1'-0"
PANEL CORNER CONNECTION5
3/4" = 1'-0"
TILT-UP PANEL LAYOUT2
3/4" = 1'-0"
IN-LINE PANEL CONNECTION4 1/2" = 1'-0"
TILT-UP PANEL SHIMMING6 3/4" = 1'-0"
TILT-UP PANEL FORMING7
3/4" = 1'-0"
JAMB DETAILS3
No
.
D
e
s
c
r
i
p
t
i
o
n
Date
1
U
P
D
A
T
ES
/
C
I
T
Y
S
U
B
M
IT
T
A
L
08.16.22
1
08/16/2022
Apex Project No. 282121
ASB
TRB
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
08/16/22
MECHANICAL COVER
SHEET
718081_M0.1
M0.1
Apex Project No. 282121
ASB
TRB
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
08/16/22
MECHANICAL
SCHEDULES
718081_M0.2
M0.2
Apex Project No. 282121
ASB
TRB
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
08/16/22
MECHANICAL
SPECIFICATIONS
718081_M0.3
M0.3
A
B
C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
E
D
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALEMECHANICAL PLAN - FIRST FLOOR 1
NN
GENERAL NOTESKEYNOTES
SHOWROOM
100
OFFICE
101
BREAKROOM
102
R&D AREA
104
STAIR 1
120
RESTROOM
106
REFUSE
105 STORAGE
111
STAIR 2
121
LOBBY
110
EQUIPMENT
ELEVATOR
109
COMM
MOP/
108
SELF-STORAGE
112
RM
FIRE RISER
107
ELEVATORRESTROOM
103
Apex Project No. 282121
ASB
TRB
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
08/16/22
MECHANICAL PLAN -
FIRST FLOOR
718081_M1.1
M1.1
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALEMECHANICAL PLAN - SECOND FLOOR 1
NN
GENERAL NOTESKEYNOTES
A
B
C
1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
S
E
D
9
STAIR 1
220
STAIR 2
221
SELF-STORAGE
212
ELEVATOR
COMM
MOP/
208
Apex Project No. 282121
ASB
TRB
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
08/16/22
MECHANICAL PLAN -
SECOND FLOOR
718081_M1.2
M1.2
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALEMECHANICAL PLAN - THIRD FLOOR 1
NN
GENERAL NOTESKEYNOTES
A
B
C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
S
E
D
STAIR 1
320
RESTROOM
306
STAIR 2
321
COMM
MOP/
308
SELF-STORAGE
312
ELEVATOR
Apex Project No. 282121
ASB
TRB
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
08/16/22
MECHANICAL PLAN -
THIRD FLOOR
718081_M1.3
M1.3
A
B
C
1 2 3 4 5 6 7
TRUE
NORTH
PROJECT
NORTH
1/8" = 1'-0"
SCALEMECHANICAL ENLARGED PLAN - SHOWROOM 1
NN
GENERAL NOTESKEYNOTES
SHOWROOM
100
OFFICE
101
BREAKROOM
102
R&D AREA
104
RESTROOM
103
Apex Project No. 282121
ASB
TRB
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
08/16/22
MECHANICAL
ENLARGED PLAN -
SHOWROOM
718081_M1.4
M1.4
MECHANICAL DETAILS
718081_M2.1
M2.1
Apex Project No. 282121
ASB
TRB
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
08/16/22
MECHANICAL DETAILS
718081_M2.2
M2.2
Apex Project No. 282121
ASB
TRB
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
08/16/22
PC
OS
TV
S
S
PB
PP
J
OS
OS
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
LME
LME
ELECTRICAL
LEGENDS AND
NOTES
E0.1
08/15/2022
1 POLE BASE DETAL2LIGHTING CONTROL SCHEMATIC3DOCK-LEVELER DETAIL
4 SERVICE GROUNDING ELECTRODE
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
LME
LME
ELECTRICAL
SCHEDULES AND
DETAILS
E0.2
08/15/2022
TRUE
NORTH
PROJECT
NORTH
1" = 30'
SCALESITE ELECTRICAL PLAN - BUILDING A 1
NN
GENERAL NOTESKEYNOTES
J
J
J
J
J
J
J
J
J
J
J
J
J
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
LME
LME
SITE ELECTRICAL
PLAN
BUILDING A
E1.1
08/15/2022
TRUE
NORTH
PROJECT
NORTH
1" = 30'
SCALESITE ELECTRICAL PLAN - BUILDING B 1
NN
GENERAL NOTESKEYNOTES
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
LME
LME
SITE ELECTRICAL
PLAN
BUILDING B
E1.2
08/15/2022
TRUE
NORTH
PROJECT
NORTH
1" = 30'
SCALESITE LIGHTING PHOTOMETRIC PLAN - BUILDING A 1
NN
GENERAL NOTESKEYNOTES
HB
F1
F1
F1
F1
F1
F1
F1 F1
F1
F1
F1
F1
F1
F1
F1
F1 F1
F1
F1 F1
F1 F1
F1
F1 F1
F1 F1
F1 F1
F1
F1
F1 F1
F1 F1
F1F1F1
F1
F1
F1F1
B B B B B
HB
HB
HB HB
HB
HB
HB
F1
F1 F1
F1 F1
F1
F1
F1 F1
F1
F1F1
F1
1.5
1.5
1.4
2.0
2.0
1.7
0.7
0.7
2.8
3.3
3.7
4.1
5.2
6.5
5.7
4.0
3.4
3.2
3.1
3.3
5.2
3.4
2.5
1.9
3.3
3.9
4.2
4.6
5.1
5.7
6.5
6.0
4.6
3.8
3.5
3.4
3.7
4.5
5.7
6.4
5.4
4.0
2.9
2.1
4.2
4.8
5.0
5.4
5.5
5.5
5.6
5.3
4.7
4.0
3.5
3.4
3.9
4.4
5.2
5.3
5.0
4.0
3.1
2.1
5.3
5.8
5.4
5.2
4.9
4.4
4.1
4.0
3.9
3.5
3.1
3.0
3.4
3.8
4.0
4.0
3.9
3.4
2.7
1.9
6.4
6.3
5.3
4.8
4.3
3.4
3.0
3.0
3.0
2.9
2.6
2.5
2.8
3.1
3.1
3.0
3.0
2.9
2.4
1.8
5.8
5.8
4.9
4.3
3.4
2.3
1.8
1.8
1.9
1.9
1.8
1.8
2.0
2.0
2.0
2.0
2.1
2.1
1.9
1.6
4.1
4.7
4.1
3.4
2.5
1.4
0.9
0.8
0.8
0.9
0.9
0.9
0.9
1.0
1.1
1.2
1.4
1.5
1.5
1.4
3.1
3.5
3.1
2.6
1.9
1.0
0.6
0.4
0.4
0.4
0.4
0.5
0.5
0.6
0.8
1.2
1.4
1.6
1.7
1.6
2.8
2.6
2.2
1.8
1.4
0.8
0.5
0.4
0.3
0.3
0.3
0.3
0.3
0.4
0.8
1.4
1.8
2.2
2.4
2.3
5.0
1.9
1.5
1.2
1.0
0.6
2.3
1.3
0.4
0.2
0.2
0.2
0.2
0.4
0.9
1.7
2.4
2.9
3.3
2.9
10.4
2.9
0.4
0.2
0.1
0.2
0.2
0.3
0.9
1.9
2.9
3.7
4.3
3.8
1.6
1.1
0.3
0.2
0.1
0.1
0.2
0.3
0.8
2.0
3.0
4.0
5.2
5.2
2.8
1.5
0.3
0.1
0.1
0.1
0.2
0.3
0.8
2.0
3.0
4.1
5.5
5.7
9.6
2.9
0.4
0.1
0.1
0.1
0.2
0.3
0.9
2.0
3.0
4.0
4.8
4.7
2.5
1.6
0.4
0.2
0.1
0.1
0.2
0.4
1.0
2.0
2.8
3.4
3.8
3.5
2.9
0.4
0.2
0.1
0.2
0.2
0.4
1.0
1.8
2.3
2.7
3.0
2.8
1.9
1.2
0.4
0.2
0.1
0.2
0.2
0.4
0.9
1.4
1.8
2.1
2.2
2.2
2.2
1.4
0.4
0.2
0.2
0.2
0.3
0.4
0.8
1.3
1.6
1.9
1.9
1.9
3.1
0.6
0.3
0.2
0.2
0.3
0.4
0.8
1.3
1.6
1.9
1.9
1.8
2.5
2.0
1.0
0.5
0.3
0.3
0.3
0.4
0.9
1.4
1.8
2.0
2.1
2.1
5.4
4.7
1.9
0.9
0.5
0.3
0.3
0.5
1.0
1.8
2.2
2.6
2.9
2.7
9.6
8.0
3.0
1.2
0.6
0.4
0.3
0.5
1.0
2.0
2.7
3.3
3.6
3.3
8.8
3.4
1.4
0.7
0.4
0.3
0.4
1.0
2.0
3.0
3.9
4.6
4.4
8.8
3.4
1.4
0.7
0.4
0.3
0.4
0.9
2.1
3.1
4.2
5.4
5.7
9.6
8.1
3.0
1.2
0.6
0.4
0.3
0.4
0.9
2.1
3.1
4.2
5.4
5.6
5.5
4.7
1.9
0.9
0.5
0.3
0.3
0.4
1.0
2.1
3.1
3.9
4.5
4.2
1.3
1.2
0.8
0.5
0.3
0.3
0.3
0.5
1.1
2.0
2.7
3.3
3.5
3.2
0.3
0.3
0.3
0.3
0.2
0.2
0.3
0.5
1.0
1.7
2.2
2.6
2.8
2.6
0.1
0.2
0.2
0.2
0.2
0.2
0.3
0.5
0.9
1.5
1.8
2.0
2.1
2.1
0.2
0.2
0.1
0.1
0.1
0.2
0.2
0.4
0.9
1.4
1.7
1.9
1.9
1.9
1.2
0.8
0.2
0.1
0.1
0.2
0.2
0.4
0.9
1.5
1.7
2.0
2.0
1.9
10.0
2.8
0.3
0.1
0.1
0.1
0.2
0.5
1.0
1.6
2.1
2.3
2.5
2.3
2.1
1.2
0.2
0.1
0.1
0.1
0.2
0.5
1.1
2.0
2.6
3.0
3.2
2.8
0.4
0.4
0.2
0.1
0.1
0.1
0.2
0.4
1.1
2.2
3.1
3.7
4.1
3.8
3.4
1.5
0.3
0.1
0.1
0.1
0.2
0.4
1.1
2.2
3.3
4.4
5.2
5.2
8.2
2.4
0.3
0.1
0.1
0.1
0.2
0.4
1.1
2.2
3.3
4.4
5.8
6.5
0.8
0.6
0.2
0.1
0.1
0.1
0.2
0.4
1.1
2.3
3.3
4.5
5.2
5.3
0.7
0.6
0.2
0.1
0.1
0.1
0.2
0.5
1.2
2.3
3.1
3.7
4.1
3.7
7.8
2.5
0.3
0.1
0.1
0.1
0.2
0.5
1.2
2.0
2.5
3.0
3.1
2.8
3.6
1.7
0.3
0.1
0.1
0.1
0.2
0.5
1.0
1.6
2.0
2.3
2.4
2.3
1.0
0.1
0.3
0.3
0.1
0.1
0.1
0.1
0.2
0.4
0.8
1.4
1.7
1.9
1.9
1.9
0.5
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.4
0.8
1.3
1.6
1.8
1.8
1.8
0.1
0.1
0.1
0.1
0.2
0.4
0.8
1.3
1.7
1.9
2.0
1.9
0.1
0.1
0.1
0.2
0.4
0.8
1.6
2.0
2.4
2.6
2.5
0.1
0.1
0.2
0.4
0.9
1.8
2.5
3.0
3.4
3.1
0.1
0.1
0.2
0.3
0.8
1.9
2.9
3.7
4.4
3.9
0.1
0.1
0.1
0.3
0.8
1.9
2.9
3.9
5.2
5.4
0.1
0.1
0.1
0.3
0.7
1.9
2.9
4.0
5.4
5.8
0.1
0.1
0.1
0.1
0.3
0.8
1.9
2.9
3.9
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.4
0.9
2.0
2.8
0.2
0.2
0.1
0.1
0.1
0.2
0.2
0.1
0.1
0.1
0.2
0.2
0.1
0.1
0.2
0.4
0.8
1.7
1.0
0.9
0.3
0.2
0.4
1.0
0.9
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.010.5 10.5 10.5 10.5
0.1
0.2
1.8
0.1
0.2
0.2
0.1
0.1
0.1
0.2
0.2
0.2
0.9
2.2
0.1
0.3
0.9
0.9
0.4
0.2
0.4
0.8
0.7
0.4
0.3
0.3
0.1
0.1
0.1
0.6
3.1
2.8
0.8
0.4
0.7
3.0
2.7
0.8
0.3
0.1
0.5
0.3
0.1
0.2
0.6
0.9
2.1
1.0
0.4
2.2
0.9
0.2
2.9
1.1
0.2
0.2
4.5
1.5
0.5
4.5
1.4
0.2
3.5
1.2
0.2
0.3
1.4
1.6
1.9
1.1
0.6
0.2
0.7
0.4
0.2
0.7
0.8
2.3
5.9
0.4
0.3
0.1
0.2
0.2
0.1
0.3
1.7
1.6
1.7
1.4
0.7
0.2
0.3
0.3
0.1
0.1
4.6
1.5
0.5
4.5
1.3
0.2
1.9
0.9
0.2
0.4
1.8
0.9
0.5
1.9
0.8
0.3
4.3
1.4
0.4
0.7
3.0
2.5
0.7
0.4
0.7
2.9
2.7
0.8
0.4
0.4
1.1
0.7
0.4
0.5
0.8
0.7
0.4
0.4
0.5
0.8
0.7
0.4
0.4
0.8
2.8
2.8
0.7
0.4
0.8
2.9
2.7
0.6
0.4
0.9
2.9
2.2
0.5
0.2
0.2
0.4
0.9
1.4
0.3
0.9
1.5
0.3
0.9
1.5
0.6
0.9
1.6
0.5
0.9
1.8
0.4
0.2
0.3
0.5
1.9
5.5
0.5
2.0
5.8
0.5
2.0
5.6
0.5
1.9
5.5
0.5
2.0
5.6
0.2
0.2
1.4
0.9
1.1
1.9
1.2
1.5
1.9
1.2
1.5
2.0
1.2
1.5
1.9
1.3
1.6
2.0
1.0
0.6
4.7
1.5
0.5
0.3
4.2
1.5
0.5
4.3
1.5
0.5
4.2
1.5
0.5
4.5
1.6
0.5
4.2
1.4
1.6
0.9
0.3
0.2
2.1
1.0
0.3
2.2
1.1
0.4
2.1
1.0
0.3
2.0
1.1
0.4
2.1
1.0
0.3
0.4
0.7
1.0
0.5
0.9
1.0
0.5
0.8
1.0
0.5
0.8
0.9
0.5
0.9
1.0
0.5
0.4
0.2
0.4
1.9
5.1
0.5
2.0
5.3
0.5
1.9
4.9
0.4
1.8
4.6
0.5
2.0
5.0
0.4
0.5
0.9
0.7
1.4
2.6
1.0
1.8
2.9
0.9
1.7
3.0
0.9
1.7
3.1
1.1
1.8
3.1
1.2
1.1
4.1
1.4
0.5
0.4
3.8
1.5
0.6
3.6
1.5
0.6
3.6
1.5
0.7
4.0
1.8
0.9
4.2
2.3
2.2
1.0
0.3
0.3
2.8
1.2
0.4
2.9
1.2
0.4
3.0
1.2
0.4
2.9
1.4
0.7
3.9
2.5
0.5
0.6
0.4
0.9
4.0
2.9
1.2
0.7
1.0
4.4
2.9
1.1
0.7
0.9
3.6
2.9
1.2
0.8
1.0
3.8
3.0
1.2
0.9
1.1
3.7
4.1
2.2
2.2
1.0
1.9
1.0
0.7
1.5
1.9
2.4
1.4
0.8
1.7
1.7
1.9
1.6
0.9
1.3
1.4
1.7
1.9
1.0
1.5
1.4
1.5
2.1
1.4
1.8
2.0
1.7
2.1
1.6
5.6
1.6
0.4
0.4
1.4
5.9
2.3
0.5
0.4
0.9
4.1
3.5
0.7
0.3
0.6
3.1
4.6
0.9
0.4
0.5
2.1
5.6
1.7
0.9
1.1
1.4
1.9
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
9.6
5.2
4.5
4.5
3.3
3.8
3.9
1.4
1.9
2.5
2.9
3.3
0.3
0.7
1.1
1.5
1.9
2.2
2.6
0.3
0.5
0.9
1.2
1.4
1.7
2.0
0.3
0.4
0.6
0.9
1.0
1.2
1.5
0.2
0.3
0.4
0.6
0.6
0.8
0.9
0.2
0.2
0.3
0.3
0.4
0.4
0.5
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.9
0.8
0.7
0.6
0.6
0.6
0.6
0.5
1.7
1.9
1.8
1.7
1.6
1.6
1.4
1.0
2.4
2.8
2.8
2.7
2.7
2.5
2.0
1.4
2.8
3.5
3.8
3.8
3.7
3.2
2.4
1.7
3.2
4.2
5.0
5.3
4.7
3.7
2.8
1.8
2.8
3.8
5.3
5.9
4.8
3.6
2.7
1.8
5.9
4.3
3.0
2.3
1.6
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
LME
LME
SITE LIGHTING
PHOTOMETRIC
BUILDING A
E1.3
08/15/2022
TRUE
NORTH
PROJECT
NORTH
1" = 30'
SCALESITE LIGHTING PHOTOMETRIC PLAN - BUILDING B 1
NN
GENERAL NOTESKEYNOTES
F1
F1
F1
F1
HB
F1
F1
F1
F1
F1
3.9 3.7
3.0
3.9
5.6
4.9
3.3
2.5
1.8
1.2
0.9
1.9
5.9
1.9
0.3
0.2
0.9
5.0
2.7
0.4
0.1
0.6
3.9
4.2
0.6
3.4
3.2
4.2
5.4
5.8
5.0
3.7
2.8
1.9
1.2
1.0
1.3
2.2
1.2
0.4
0.3
0.7
1.8
1.3
0.3
0.2
0.4
1.7
1.7
0.5
2.7
3.0
3.9
4.5
4.5
4.4
3.5
2.7
1.8
1.2
0.9
0.8
0.7
0.6
0.5
0.4
0.3
0.4
0.3
0.2
0.1
0.2
0.3
0.3
0.2
2.2
2.5
3.1
3.3
3.3
3.3
2.9
2.2
1.5
1.1
0.9
0.8
0.9
1.4
1.8
1.0
0.6
0.4
0.4
0.4
0.2
0.1
0.1
0.1
1.6
1.9
2.2
2.2
2.2
2.3
2.2
1.7
1.2
0.9
0.8
1.3
2.7
3.2
5.4
2.2
2.2
1.3
1.7
2.1
0.6
0.1
0.9
1.0
1.1
1.1
1.1
1.1
1.2
1.1
0.8
0.6
0.6
1.6
6.3
2.6
1.9
5.9
1.9
3.3
5.4
0.9
0.1
0.4
0.4
0.4
0.4
0.4
0.4
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.2
0.2
0.2
0.4
1.1
1.5
0.4
0.3
0.3
0.6
2.9
0.7
0.5
0.4
0.6
1.4
2.1
1.0
0.7
0.5
0.4
0.4
0.3
1.1
0.8
0.6
0.4
0.2
0.1
1.2
0.8
0.5
0.3
0.2
1.2
0.8
0.5
0.3
0.2
1.1
0.7
0.4
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
6.5
6.5
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
LME
LME
SITE LIGHTING
PHOTOMETRIC
BUILDING B
E1.4
08/15/2022
A
B
C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
E
D
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALEPOWER PLAN - FIRST FLOOR 1
NN
GENERAL NOTES
SHOWROOM
100
OFFICE
101
BREAKROOM
102
R&D AREA
104
RESTROOM
103
J
J
KEYNOTES
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
LME
LME
POWER PLAN
FIRST FLOOR
E2.1
08/15/2022
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALEPOWER PLAN - SECOND FLOOR 1
NN
GENERAL NOTESKEYNOTES
A
B
C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
S
E
D
STAIR 1
220
STAIR 2
221
COMM
MOP/
208
SELF-STORAGE
212
ELEVATOR
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
LME
LME
POWER PLAN
SECOND FLOOR
E2.2
08/15/2022
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALEPOWER PLAN - THIRD FLOOR 1
NN
GENERAL NOTESKEYNOTES
A
B
C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
S
E
D
STAIR 1
320
RESTROOM
306
STAIR 2
321
COMM
MOP/
308
SELF-STORAGE
312
ELEVATOR
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
LME
LME
POWER PLAN
THIRD FLOOR
E2.3
08/15/2022
TRUE
NORTH
PROJECT
NORTH
1/8" = 1'-0"
SCALEPOWER PLAN - ENLARGED AREAS 1
NN
GENERAL NOTESKEYNOTES
·
·
·
SHOWROOM
100
OFFICE
101
BREAKROOM
102
R&D AREA
104
RESTROOM
103
JJ
J
J
J JJ
PP
J
J
S
J J
J
J J
J
J
J
J
S
J J
J
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
LME
LME
POWER PLAN
ENLARGED AREAS
E2.4
08/15/2022
A
B
C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
E
D
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALEHVAC AND PLUMBING POWER PLAN - FIRST FLOOR 1
NN
GENERAL NOTESKEYNOTES
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
LME
LME
HVAC AND PLUMBING
POWER PLAN
FIRST FLOOR
E3.1
08/15/2022
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALEHVAC AND PLUMBING POWER PLAN - SECOND FLOOR 1
NN
GENERAL NOTESKEYNOTES
A
B
C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
S
E
D
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
LME
LME
HVAC AND PLUMBING
POWER PLAN
SECOND FLOOR
E3.2
08/15/2022
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALEHVAC AND PLUMBING POWER PLAN - THIRD FLOOR 1
NN
GENERAL NOTESKEYNOTES
A
B
C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
S
E
D
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
LME
LME
HVAC AND PLUMBING
POWER PLAN
THIRD FLOOR
E3.3
08/15/2022
A
B
C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
E
D
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALELIGHTING PLAN - FIRST FLOOR 1
NN
GENERAL NOTESKEYNOTES
SHOWROOM
100
OFFICE
101
BREAKROOM
102
R&D AREA
104
STAIR 1
120
RESTROOM
106REFUSE
105
STORAGE
111
STAIR 2
121
LOBBY
110
EQUIPMENT
ELEVATOR
109
COMM
MOP/
108
SELF-STORAGE
112
RM
FIRE RISER
107
ELEVATOR
RESTROOM
103
OS
OS
OS OS
OS
OS OS
OS
OS
OS
OS OS
OSOSOS
OSOSOSOS
OSOS
OS
OS
OS
OS OS
OS
OS
OS
OS
OS
LME
LME
LIGHTING PLAN
FIRST FLOOR
E4.1
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
08/15/2022
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALELIGHTING PLAN - SECOND FLOOR 1
NN
GENERAL NOTESKEYNOTES
A
B
C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
S
E
D
STAIR 1
220
STAIR 2
221
COMM
MOP/
208
SELF-STORAGE
212
ELEVATOR
OS
OS OS
OS
OS OS
OS
OS
OSOSOSOS
OS
OS
OS
OS
OS
OSOS
OS
OS
OS OS
OS
OS
OS
OS OS
OS
LME
LME
LIGHTING PLAN
SECOND FLOOR
E4.2
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
08/15/2022
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALELIGHTING PLAN - THIRD FLOOR 1
NN
GENERAL NOTESKEYNOTES
A
B
C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
S
E
D
STAIR 1
320
RESTROOM
306
STAIR 2
321
COMM
MOP/
308
SELF-STORAGE
312
ELEVATOR
OS
OS OS
OS
OS OS
OS
OS
OSOSOSOS
OS
OS
OS
OS
OS
OSOS
OS
OS
OS OS
OS
OS
OS
OS OS
OS
LME
LME
LIGHTING PLAN
THIRD FLOOR
E4.3
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
08/15/2022
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALEEM LIGHTING PHOTOMETRIC - FIRST FLOOR 1
NN
GENERAL NOTESKEYNOTES
0.3
0.3
0.3
0.4
0.4
0.4
0.6
0.6
0.6
0.8
0.9
0.8
1.1
1.2
1.1
1.4
1.5
1.4
1.6
1.7
1.6
1.6
1.7
1.6
1.4
1.5
1.4
1.2
1.2
1.2
0.9
0.9
0.9
0.6
0.6
0.6
0.5
0.5
0.5
0.4
0.3
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.5
0.5
0.5
0.6
0.7
0.7
0.9
0.9
0.9
1.2
1.2
1.2
1.5
1.5
1.5
1.6
1.7
1.6
1.6
1.7
1.6
1.5
1.5
1.5
1.2
1.3
1.2
0.9
1.0
0.9
0.7
0.7
0.7
0.5
0.5
0.5
0.5
0.4
0.5
0.4
0.4
0.4
0.5
0.4
0.5
0.5
0.5
0.5
0.7
0.7
0.7
0.9
0.9
0.9
1.2
1.2
1.2
1.5
1.6
1.6
1.9
2.0
1.9
2.1
2.3
2.2
2.2
2.4
2.4
2.2
2.3
2.4
2.0
2.2
2.3
1.7
1.9
2.2
2.3
2.4
2.3
2.0
1.6
1.2
0.9
0.7
0.6
0.5
0.5
0.5
0.6
0.8
1.1
1.4
1.7
1.8
1.7
1.5
1.2
0.9
0.7
0.5
0.5
0.4
0.5
0.5
0.7
1.0
1.3
1.6
1.9
2.0
2.0
1.8
1.6
1.4
1.3
1.4
1.5
1.7
2.0
2.2
2.3
2.2
2.0
1.6
1.2
0.9
0.7
0.6
0.5
0.5
0.5
0.6
0.7
0.9
1.2
1.6
1.8
1.9
1.8
1.6
1.3
1.0
0.7
0.8
1.1
1.4
1.7
1.8
1.7
1.5
1.2
0.9
0.7
0.6
0.5
0.5
0.5
0.6
0.7
1.0
1.3
1.6
1.8
1.9
1.9
1.7
1.5
1.3
1.2
1.2
1.3
1.5
1.8
2.0
2.1
2.1
1.9
1.5
1.2
0.9
0.7
0.6
0.5
0.5
0.5
0.6
0.8
1.0
1.3
1.6
1.8
1.9
1.8
1.6
1.3
1.0
0.8
0.8
1.0
0.5
0.5
0.6
1.2
1.3
1.6
0.5
0.6
1.1
0.9
0.8
1.0
0.5
0.6
0.6
1.1
1.2
1.4
0.6
0.6
1.2
1.1
0.7
0.9
0.6
0.6
0.7
1.0
1.1
1.2
0.6
0.7
1.4
1.3
0.7
0.8
0.7
0.7
0.7
1.0
1.0
1.1
0.7
0.7
1.6
1.6
0.8
0.9
0.8
0.8
0.8
1.0
1.0
1.1
0.8
0.8
1.8
1.8
0.9
1.0
1.0
1.0
1.0
1.1
1.2
1.2
1.0
1.0
2.0
2.0
1.2
1.2
1.2
1.2
1.2
1.3
1.4
1.4
1.3
1.3
1.9
2.0
1.4
1.5
1.5
1.5
1.5
1.6
1.6
1.6
1.6
1.6
1.7
1.8
1.7
1.8
1.8
1.8
1.8
1.8
1.9
1.9
1.9
1.9
1.4
1.4
1.9
1.9
1.9
2.0
1.9
2.0
2.1
2.0
2.0
2.0
1.2
1.1
1.9
1.9
1.9
2.0
1.9
2.0
2.1
2.0
2.0
2.0
0.9
0.9
1.7
1.7
1.8
1.8
1.8
1.8
1.9
1.8
1.9
1.8
0.7
0.7
1.4
1.4
1.5
1.5
1.5
1.5
1.6
1.5
1.6
1.6
0.6
0.6
1.1
1.1
1.2
1.2
1.2
1.2
1.3
1.3
1.3
1.3
0.6
0.5
0.9
0.9
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
0.6
0.5
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.7
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
1.0
0.9
0.6
0.6
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
1.3
1.3
1.2
0.7
0.7
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
1.6
1.6
1.6
0.8
0.9
0.9
0.9
0.9
1.0
1.0
1.1
1.0
1.0
2.0
2.0
1.9
1.1
1.2
1.1
1.1
1.1
1.3
1.3
1.3
1.2
1.3
2.2
2.3
2.2
1.4
1.5
1.4
1.4
1.4
1.6
1.6
1.7
1.5
1.6
2.3
2.4
2.4
2.3
2.1
1.8
1.6
1.7
1.9
1.7
1.7
1.7
1.9
2.0
2.1
1.9
2.0
2.2
2.3
2.4
2.3
2.2
2.1
1.9
2.1
2.3
2.0
2.0
2.0
2.2
2.4
2.4
2.3
2.4
2.0
2.1
2.2
2.3
2.3
2.2
2.1
2.3
2.5
2.7
2.8
2.8
2.7
2.5
2.3
2.0
1.9
1.9
2.0
2.2
2.2
2.2
2.1
2.0
2.0
2.1
2.2
2.4
2.4
2.3
2.1
2.1
2.1
2.2
2.4
2.6
2.7
2.7
2.8
2.8
2.7
2.6
2.4
2.2
2.1
2.2
2.3
2.5
2.7
2.8
2.8
2.8
2.7
2.5
2.2
2.0
1.8
1.7
1.7
1.8
1.9
2.0
2.2
2.3
2.3
2.2
2.3
2.5
2.7
2.8
2.8
2.6
2.3
2.1
1.9
1.9
2.0
2.1
2.2
2.2
2.1
2.0
2.0
2.1
2.3
2.4
2.4
2.3
2.2
2.1
2.1
2.2
2.4
2.6
2.7
2.8
2.8
2.8
2.6
2.4
2.3
2.2
2.3
2.4
2.6
2.8
2.8
2.6
2.2
1.9
1.7
1.5
1.5
1.5
1.6
1.8
2.0
2.1
2.2
2.1
2.1
2.3
2.5
2.6
2.7
2.6
2.5
2.2
2.0
1.9
1.8
1.9
2.0
2.0
2.0
1.9
1.9
1.9
2.0
2.2
2.3
2.3
2.2
2.1
2.0
2.0
2.1
2.2
2.4
2.5
2.6
2.7
2.7
2.7
2.5
2.3
2.2
2.1
2.2
2.3
2.5
2.7
2.8
2.8
2.8
2.7
2.4
2.1
1.8
1.5
1.4
1.3
1.3
1.4
1.5
1.7
1.8
1.9
1.8
1.8
2.0
1.7
1.7
1.7
1.9
2.1
2.2
2.2
2.4
2.4
2.5
2.5
2.4
2.2
1.9
1.6
1.4
1.2
1.1
1.1
1.1
1.2
1.4
1.5
1.5
1.5
1.4
1.6
1.4
1.4
1.4
1.6
1.7
1.8
1.9
2.0
2.0
2.1
2.1
2.0
1.8
1.6
1.4
1.2
1.0
1.0
0.9
0.9
1.0
1.1
1.1
1.1
1.1
1.1
1.2
1.1
1.1
1.1
1.3
1.4
1.5
1.5
1.6
1.6
1.7
1.6
1.6
1.5
1.3
1.2
1.0
0.9
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
1.0
0.9
0.9
0.9
1.1
1.1
1.2
1.2
1.2
1.3
1.3
1.3
1.3
1.2
1.1
1.0
0.9
0.8
0.7
0.7
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.8
0.8
0.8
0.8
0.9
0.9
1.0
1.0
1.0
0.6
0.7
0.7
0.7
0.7
0.8
0.8
0.9
0.8
0.9
0.6
0.6
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.6
0.6
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.7
0.7
0.8
0.8
0.8
0.9
0.9
0.9
0.8
0.8
0.9
0.9
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.1
1.1
1.2
1.2
1.2
1.2
1.3
1.3
1.2
1.2
1.4
1.4
1.5
1.5
1.5
1.5
1.6
1.5
1.5
1.5
1.7
1.7
1.8
1.8
1.8
1.8
1.9
1.8
1.8
1.8
1.9
1.9
1.9
2.0
1.9
1.9
2.0
2.0
2.0
1.9
1.9
1.9
1.9
2.0
1.9
1.9
2.0
2.0
2.0
1.9
1.7
1.7
1.8
1.8
1.8
1.8
1.9
1.8
1.8
1.8
1.4
1.4
1.5
1.5
1.5
1.5
1.6
1.5
1.5
1.5
1.1
1.1
1.2
1.2
1.2
1.3
1.3
1.3
1.2
1.2
0.9
0.9
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
0.7
0.7
0.8
0.8
0.8
0.9
0.9
0.9
0.8
0.8
0.6
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.7
0.7
0.6
0.6
0.7
0.7
0.7
0.8
0.8
0.8
0.7
0.7
0.6
0.7
0.7
0.7
0.7
0.9
0.9
0.9
0.8
0.8
0.7
0.8
0.8
0.8
0.8
1.0
1.0
1.0
0.9
0.9
0.9
1.0
0.9
0.9
1.0
1.1
1.2
1.3
1.1
1.1
1.1
1.3
1.1
1.1
1.2
1.4
1.4
1.6
1.3
1.4
1.4
1.6
1.4
1.4
1.4
1.7
1.8
1.9
1.7
1.8
1.8
2.0
1.7
1.7
1.7
2.0
2.2
2.3
2.0
2.1
2.1
2.3
2.5
2.7
2.7
2.7
2.5
2.2
2.0
1.9
1.8
1.9
2.0
2.0
2.0
1.9
1.9
1.9
2.1
2.3
2.4
2.4
2.3
2.1
2.0
2.0
2.1
2.3
2.5
2.6
2.8
2.8
2.8
2.7
2.4
2.2
2.0
1.9
2.0
2.1
2.3
2.5
2.6
2.6
2.6
2.5
2.2
1.8
1.4
1.0
0.8
0.5
0.4
0.3
2.3
2.5
2.7
2.8
2.8
2.7
2.6
2.3
2.1
1.9
1.9
2.0
2.1
2.2
2.2
2.1
2.0
2.0
2.1
2.3
2.4
2.4
2.3
2.2
2.1
2.1
2.3
2.5
2.7
2.8
2.7
2.5
2.2
2.1
2.0
2.1
2.3
2.5
2.6
2.7
2.8
2.7
2.5
2.2
1.8
1.4
1.1
0.8
0.6
0.4
0.3
0.3
2.2
2.5
2.1
2.2
2.2
2.5
2.6
2.8
2.5
2.6
0.4
0.3
0.3
2.0
2.2
2.0
2.0
2.0
2.2
2.4
2.5
2.3
2.4
0.4
0.3
0.3
1.7
1.9
1.7
1.7
1.7
1.9
2.0
2.1
1.9
2.0
0.4
0.3
0.3
1.3
1.5
1.4
1.4
1.4
1.6
1.6
1.7
1.5
1.6
0.4
0.4
0.3
1.0
1.1
1.1
1.1
1.1
1.2
1.3
1.3
1.2
1.2
0.4
0.4
0.3
0.8
0.9
0.9
0.9
0.9
1.0
1.0
1.1
1.0
1.0
0.5
0.4
0.4
0.6
0.7
0.7
0.7
0.7
0.8
0.8
0.9
0.8
0.8
0.5
0.5
0.5
0.6
0.6
0.7
0.6
0.7
0.7
0.7
0.8
0.7
0.7
0.6
0.6
0.6
0.5
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
1.1
1.1
1.0
0.7
0.7
0.8
0.7
0.8
0.8
0.8
0.8
0.8
0.8
1.3
1.4
1.3
0.8
0.8
0.9
0.9
0.9
0.9
1.0
1.0
1.0
1.0
1.6
1.7
1.6
1.1
1.1
1.2
1.2
1.1
1.2
1.2
1.2
1.2
1.2
1.8
1.8
1.7
1.4
1.4
1.4
1.5
1.4
1.4
1.5
1.5
1.5
1.5
1.8
1.8
1.7
1.6
1.7
1.7
1.8
1.7
1.7
1.8
1.7
1.8
1.8
1.6
1.6
1.6
1.8
1.8
1.9
1.9
1.8
1.9
2.0
1.9
1.9
1.9
1.3
1.4
1.3
1.8
1.8
1.9
1.9
1.8
1.9
1.9
1.9
1.9
1.9
1.0
1.0
1.0
1.6
1.7
1.7
1.7
1.7
1.7
1.8
1.7
1.7
1.7
0.8
0.8
0.7
1.3
1.4
1.4
1.4
1.4
1.4
1.5
1.4
1.5
1.4
0.6
0.6
0.6
1.0
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
0.5
0.4
0.4
0.8
0.8
0.9
0.9
0.8
0.9
0.9
0.9
0.9
0.9
0.4
0.3
0.3
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.3
0.3
0.3
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.3
0.3
0.3
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.3
0.3
0.3
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.3
0.3
0.3
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.4
0.3
0.3
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.5
0.4
0.4
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.6
0.6
0.6
1.0
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
0.8
0.8
0.7
1.3
1.4
1.4
1.4
1.4
1.4
1.5
1.4
1.5
1.5
1.1
1.0
1.0
1.6
1.7
1.7
1.7
1.7
1.7
1.8
1.7
1.8
1.8
1.4
1.4
1.3
1.8
1.9
1.9
1.9
1.8
1.9
1.9
1.9
1.9
1.9
1.6
1.7
1.6
1.8
1.9
1.9
1.9
1.9
1.9
2.0
1.9
2.0
2.0
1.8
1.9
1.8
1.7
1.7
1.7
1.8
1.7
1.7
1.8
1.7
1.8
1.8
1.8
1.9
1.8
1.4
1.4
1.4
1.5
1.4
1.4
1.5
1.5
1.5
1.5
1.7
1.7
1.6
1.1
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.5
1.5
1.4
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1.0
1.0
1.2
1.2
1.2
0.8
0.8
0.7
0.7
0.8
0.7
0.7
0.8
0.8
0.8
1.1
1.0
1.0
0.7
0.8
0.6
0.6
0.7
0.6
0.6
0.6
0.7
0.7
1.0
0.9
0.9
0.7
0.8
0.5
0.6
0.6
0.5
0.5
0.6
0.7
0.6
1.1
1.0
0.9
0.8
0.9
0.5
0.5
0.6
0.5
0.5
0.5
0.7
0.6
1.2
1.1
0.9
0.8
1.1
0.5
0.5
0.6
0.5
0.5
0.5
0.7
0.6
1.4
1.2
1.0
0.9
1.2
0.4
0.5
0.6
0.4
0.4
0.5
0.8
0.6
1.6
1.3
1.1
0.9
1.3
1.6
1.7
1.7
1.6
1.3
1.0
0.7
0.6
0.4
0.4
0.4
0.4
0.6
0.7
1.0
1.3
1.6
1.8
1.8
1.6
1.3
1.0
0.7
0.6
0.5
0.4
0.4
0.5
0.6
0.7
1.0
1.3
1.6
1.8
1.8
1.6
1.3
1.0
0.7
0.6
0.5
0.4
0.4
0.5
0.7
0.9
1.2
1.5
1.7
1.8
1.7
1.4
1.1
0.9
1.2
1.5
1.7
1.7
1.6
1.3
1.0
0.7
0.5
0.4
0.4
0.4
0.4
0.5
0.7
1.0
1.3
1.6
1.7
1.7
1.6
1.3
1.0
0.7
0.5
0.4
0.4
0.4
0.4
0.5
0.7
1.0
1.3
1.6
1.8
1.8
1.6
1.3
1.0
0.7
0.6
0.5
0.4
0.4
0.5
0.6
0.8
1.1
1.4
1.7
1.8
1.7
1.4
1.10.2
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
FLOOR 1 CORRIDORS 1.3 fc 2.9 fc 0.2 fc 14.5:1 6.5:1
FLOOR 2 CORRIDORS 1.4 fc 3.0 fc 0.3 fc 10.0:1 4.7:1
FLOOR 3 CORRIDORS 1.4 fc 3.0 fc 0.3 fc 10.0:1 4.7:1
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
LME
LME
EM LIGHTING
PHOTOMETRIC
FIRST FLOOR
E4.4
08/15/2022
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALEEM LIGHTING PHOTOMETRIC - SECOND FLOOR 1
NN
GENERAL NOTESKEYNOTES
1.0
1.4
1.7
1.9
1.9
1.8
1.5
1.2
0.9
0.7
0.6
0.5
0.5
0.6
0.6
0.8
1.0
1.3
1.6
1.8
1.9
1.7
1.5
1.2
0.9
0.7
0.5
0.4
0.4
1.1
1.5
1.8
2.0
2.0
1.8
1.6
1.2
1.0
0.8
0.7
0.6
0.6
0.7
0.7
0.9
1.1
1.4
1.7
1.9
1.9
1.8
1.5
1.2
0.9
0.7
0.6
0.5
0.4
0.4
0.4
0.4
1.2
1.5
0.8
0.8
0.5
0.5
1.3
1.6
1.0
1.0
0.7
0.7
1.5
1.7
1.2
1.3
1.0
1.0
1.7
1.8
1.5
1.6
1.3
1.3
1.9
2.0
1.8
1.8
1.6
1.6
2.0
2.0
2.0
2.0
1.8
1.8
2.0
2.0
1.9
2.0
1.8
1.8
1.8
1.8
1.8
1.8
1.7
1.6
1.5
1.5
1.5
1.5
1.4
1.4
1.1
1.2
1.2
1.2
1.1
1.1
0.9
0.9
0.9
0.9
0.9
0.9
0.6
0.7
0.7
0.7
0.8
0.7
0.5
0.5
0.6
0.6
0.7
0.6
0.5
0.5
0.5
0.5
0.7
0.6
0.4
0.5
0.5
0.5
0.8
0.7
0.5
0.5
0.6
0.5
0.9
0.8
0.6
0.6
0.7
0.6
1.1
0.9
0.8
0.8
0.8
0.8
1.2
1.0
1.0
1.0
1.1
1.1
1.3
1.6
1.8
1.8
1.6
1.3
1.0
1.3
1.3
1.4
1.4
1.3
1.6
1.8
1.8
1.6
1.3
1.0
1.6
1.6
1.7
1.7
1.2
1.5
1.8
1.8
1.8
1.9
1.1
1.3
1.8
1.8
1.8
1.9
0.9
1.1
1.7
1.7
1.7
1.7
0.8
0.9
1.4
1.4
1.4
1.4
0.7
0.7
1.1
1.1
1.1
1.1
0.6
0.6
0.8
0.9
0.9
0.9
0.6
0.6
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.5
0.6
0.6
0.6
0.9
0.9
0.6
0.6
0.7
0.6
1.1
1.1
0.6
0.7
0.7
0.7
1.4
1.4
0.8
0.8
0.9
0.9
1.7
1.7
1.0
1.0
1.1
1.1
1.9
1.9
1.3
1.4
1.4
1.4
2.0
1.9
1.7
1.7
1.8
1.8
1.8
1.7
2.1
2.1
2.1
2.2
1.5
1.5
2.3
2.4
2.4
2.5
1.2
1.2
2.4
2.5
2.4
2.5
1.0
0.9
2.3
2.5
2.3
2.4
0.8
0.7
0.7
1.0
1.3
1.6
1.7
1.7
1.5
1.2
0.9
0.7
0.5
0.5
0.4
0.4
0.5
0.7
0.9
1.1
1.5
1.8
2.0
2.0
1.9
1.8
1.7
1.7
1.8
1.9
2.1
2.2
2.4
2.6
2.6
2.5
2.4
2.1
1.9
1.8
1.8
1.9
2.0
2.2
2.4
2.5
2.6
2.5
2.4
2.1
1.7
1.4
1.1
0.9
0.8
0.7
0.6
0.7
1.0
1.4
1.6
1.8
1.7
1.5
1.2
0.9
0.7
0.5
0.5
0.4
0.4
0.5
0.7
0.9
1.2
1.5
1.8
2.0
2.1
1.9
1.7
1.6
1.5
1.5
1.6
1.7
2.0
2.2
2.4
2.5
2.5
2.3
2.1
1.8
1.7
1.6
1.6
1.7
1.9
2.1
2.3
2.5
2.5
2.3
2.1
1.7
1.3
1.1
0.9
0.7
0.6
0.5
0.7
1.0
1.3
1.6
1.7
1.7
1.5
1.2
0.9
0.7
0.6
0.5
0.5
0.5
0.5
0.7
0.9
1.2
1.5
1.8
1.9
2.0
1.8
1.6
1.5
1.4
1.3
1.4
1.5
1.7
1.9
2.2
2.3
2.3
2.2
2.0
1.7
1.5
1.4
1.4
1.5
1.6
1.8
2.1
2.2
2.3
2.2
1.9
1.6
1.3
1.1
0.9
0.7
0.6
0.5
0.7
0.9
0.5
0.6
1.3
1.5
1.3
1.4
1.6
0.6
0.6
0.7
0.9
0.5
0.6
1.1
1.3
1.1
1.2
1.4
0.7
0.7
0.6
0.8
0.5
0.6
1.0
1.1
1.0
1.1
1.2
0.9
0.9
0.6
0.7
0.6
0.6
0.9
1.0
1.0
1.0
1.1
1.2
1.1
0.6
0.7
0.6
0.7
0.9
0.9
0.9
1.0
1.0
1.5
1.4
0.7
0.8
0.8
0.8
0.9
1.0
1.0
1.0
1.0
1.7
1.7
0.9
0.9
0.9
0.9
1.1
1.1
1.1
1.1
1.1
1.9
1.8
1.1
1.2
1.2
1.2
1.3
1.3
1.3
1.4
1.3
1.9
1.8
1.4
1.5
1.5
1.5
1.6
1.6
1.6
1.6
1.6
1.7
1.7
1.7
1.7
1.8
1.7
1.9
1.8
1.9
1.9
1.8
1.4
1.4
1.8
1.9
2.0
1.9
2.0
2.0
2.0
2.1
2.0
1.1
1.1
1.8
1.9
2.0
2.0
2.1
2.0
2.0
2.1
2.0
0.9
0.8
1.7
1.7
1.9
1.8
1.9
1.9
1.9
1.9
1.8
0.7
0.7
1.4
1.4
1.6
1.6
1.6
1.6
1.6
1.6
1.5
0.6
0.5
1.1
1.1
1.3
1.3
1.3
1.3
1.3
1.3
1.3
0.5
0.5
0.9
0.9
1.0
1.0
1.1
1.1
1.1
1.1
1.0
0.5
0.5
0.7
0.7
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.6
0.5
0.6
0.6
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.7
0.6
0.6
0.6
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.9
0.8
0.6
0.7
0.7
0.8
0.8
0.9
0.9
0.9
0.9
1.1
1.1
0.7
0.8
0.8
0.9
0.9
1.0
1.0
1.0
1.1
1.4
1.4
0.9
1.0
1.0
1.0
1.1
1.2
1.2
1.2
1.3
1.8
1.7
1.1
1.3
1.2
1.2
1.4
1.5
1.4
1.5
1.6
2.0
1.9
1.5
1.6
1.5
1.5
1.7
1.8
1.8
1.9
2.0
2.0
1.9
1.8
2.0
1.8
1.8
2.1
2.2
2.1
2.3
2.4
1.8
1.7
2.1
2.3
2.5
2.7
2.7
2.7
2.5
2.3
2.1
1.9
1.9
1.9
2.0
2.1
2.1
2.1
2.1
2.2
2.3
2.4
2.4
2.2
2.0
1.9
1.8
1.8
2.0
2.2
2.4
2.6
2.7
2.8
2.8
2.7
2.5
2.2
2.0
2.0
2.0
2.2
2.4
2.6
2.7
2.8
2.8
2.7
2.5
2.2
1.9
1.7
1.6
1.6
1.6
1.5
1.4
2.2
2.5
2.7
2.8
2.9
2.8
2.6
2.4
2.1
2.0
2.0
2.1
2.2
2.3
2.3
2.2
2.2
2.3
2.4
2.5
2.5
2.3
2.1
1.9
1.9
1.9
2.1
2.3
2.6
2.7
2.9
2.9
2.9
2.8
2.6
2.3
2.1
2.0
2.1
2.3
2.5
2.7
2.9
2.8
2.6
2.2
1.9
1.6
1.4
1.3
1.3
1.2
1.1
2.2
2.5
2.6
2.7
2.8
2.7
2.5
2.3
2.1
2.0
2.0
2.1
2.2
2.3
2.3
2.2
2.2
2.2
2.3
2.4
2.4
2.2
2.1
1.9
1.9
1.9
2.1
2.4
2.6
2.7
2.8
2.9
2.8
2.7
2.5
2.3
2.1
2.0
2.1
2.3
2.5
2.7
2.8
2.9
2.9
2.7
2.5
2.1
1.8
1.5
1.3
1.1
1.0
1.0
0.9
2.0
2.2
2.1
2.1
2.4
2.5
2.3
2.5
0.8
0.7
1.6
1.8
1.8
1.8
2.0
2.1
2.0
2.1
0.7
0.6
1.3
1.4
1.4
1.5
1.6
1.7
1.6
1.7
0.6
0.5
1.0
1.1
1.1
1.2
1.3
1.3
1.3
1.3
0.6
0.5
0.8
0.9
0.9
0.9
1.0
1.1
1.0
1.1
0.6
0.6
0.6
0.7
0.8
0.8
0.9
0.9
0.9
0.9
0.7
0.7
0.6
0.6
0.7
0.7
0.8
0.8
0.8
0.8
0.9
0.8
0.6
0.6
0.7
0.7
0.7
0.7
0.8
0.7
1.1
1.1
0.6
0.6
0.7
0.7
0.7
0.8
0.8
0.8
1.4
1.4
0.7
0.7
0.8
0.8
0.8
0.8
0.9
0.9
1.7
1.7
0.9
0.9
0.9
0.9
1.0
1.0
1.0
1.0
1.9
1.8
1.1
1.1
1.2
1.2
1.2
1.2
1.3
1.3
1.9
1.8
1.4
1.4
1.5
1.5
1.5
1.5
1.5
1.6
1.7
1.6
1.7
1.7
1.8
1.7
1.8
1.8
1.8
1.9
1.4
1.4
1.9
1.9
2.0
1.9
2.0
2.0
2.0
2.0
1.1
1.1
1.8
1.9
2.0
2.0
2.1
2.0
2.0
2.1
0.9
0.8
1.7
1.7
1.9
1.8
1.9
1.9
1.9
1.9
0.7
0.6
1.4
1.4
1.6
1.6
1.6
1.6
1.6
1.6
0.6
0.5
1.1
1.1
1.3
1.3
1.3
1.3
1.3
1.3
0.5
0.5
0.9
0.9
1.0
1.0
1.1
1.1
1.1
1.1
0.5
0.5
0.7
0.8
0.9
0.9
0.9
1.0
0.9
0.9
0.6
0.6
0.6
0.7
0.8
0.8
0.9
0.9
0.9
0.9
0.7
0.7
0.6
0.7
0.7
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.7
0.7
0.8
0.8
0.9
1.0
0.9
1.0
1.2
1.1
0.8
0.9
0.9
0.9
1.0
1.1
1.1
1.1
1.5
1.4
0.9
1.1
1.0
1.0
1.2
1.3
1.2
1.3
1.8
1.7
1.1
1.3
1.2
1.2
1.4
1.6
1.5
1.6
2.0
1.9
1.4
1.6
1.4
1.5
1.7
1.9
1.8
1.9
2.0
1.9
1.7
2.0
2.2
2.4
2.6
2.6
2.5
2.3
2.0
1.8
1.7
1.7
1.7
1.7
1.8
1.8
1.9
2.0
2.2
2.3
2.4
2.3
2.1
1.9
1.7
1.7
1.7
1.9
2.0
2.2
2.4
2.6
2.7
2.6
2.5
2.2
2.0
1.9
1.8
1.9
2.1
2.2
2.4
2.6
2.7
2.7
2.6
2.3
2.1
1.9
1.8
1.8
1.8
1.8
1.7
2.0
2.3
2.5
2.6
2.7
2.7
2.6
2.4
2.1
2.0
1.9
1.9
2.0
2.0
2.1
2.0
2.0
2.1
2.2
2.4
2.4
2.3
2.1
1.9
1.8
1.8
2.0
2.1
2.3
2.5
2.6
2.7
2.8
2.7
2.5
2.3
2.1
2.0
2.0
2.1
2.3
2.5
2.7
2.8
2.8
2.8
2.6
2.3
2.0
1.8
1.6
1.6
1.6
1.5
1.4
2.2
2.4
2.3
2.2
2.5
2.6
2.5
2.7
1.2
1.1
2.1
2.3
2.3
2.2
2.5
2.6
2.5
2.6
1.0
0.9
1.9
2.1
2.1
2.1
2.3
2.3
2.2
2.3
0.8
0.7
1.6
1.7
1.8
1.7
1.9
2.0
1.9
1.9
0.6
0.6
1.2
1.3
1.4
1.4
1.5
1.6
1.5
1.5
0.6
0.5
0.9
1.0
1.1
1.1
1.2
1.2
1.2
1.2
0.6
0.5
0.7
0.8
0.9
0.9
0.9
1.0
1.0
1.0
0.6
0.6
0.6
0.6
0.7
0.7
0.8
0.8
0.8
0.8
0.7
0.7
0.5
0.5
0.6
0.7
0.7
0.7
0.7
0.7
0.9
0.9
0.5
0.5
0.6
0.6
0.6
0.7
0.7
0.7
1.1
1.1
0.5
0.6
0.6
0.6
0.7
0.7
0.7
0.7
1.4
1.4
0.6
0.7
0.7
0.7
0.7
0.8
0.8
0.8
1.7
1.7
0.8
0.8
0.9
0.9
0.9
0.9
1.0
1.0
1.9
1.9
1.1
1.1
1.1
1.1
1.1
1.1
1.2
1.2
2.0
1.9
1.3
1.4
1.4
1.4
1.4
1.4
1.5
1.5
1.8
1.8
1.6
1.7
1.7
1.7
1.7
1.7
1.7
1.8
1.6
1.5
1.8
1.8
1.9
1.9
1.9
1.9
1.9
2.0
1.3
1.3
1.8
1.8
1.9
1.9
1.9
1.9
1.9
2.0
1.1
1.1
1.6
1.7
1.8
1.7
1.8
1.8
1.7
1.8
1.0
1.1
1.3
1.4
1.5
1.4
1.5
1.5
1.4
1.5
1.0
1.1
1.0
1.0
1.2
1.1
1.2
1.2
1.1
1.1
1.1
1.2
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
1.2
1.4
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
1.3
1.6
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
1.4
1.7
1.9
1.9
1.7
1.5
1.1
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
1.4
1.7
1.9
1.9
1.8
1.5
1.2
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
1.4
1.1
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
1.3
1.1
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
1.3
1.1
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
1.3
1.2
1.0
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.4
1.3
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.6
1.6
1.6
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.8
1.8
1.8
1.9
1.9
1.9
1.9
1.9
1.9
1.9
2.0
1.9
1.8
1.9
2.0
1.9
2.0
1.9
1.9
2.0
1.9
1.9
1.7
1.7
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.7
1.4
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.4
1.1
1.2
1.2
1.2
1.2
1.2
1.3
1.2
1.1
1.1
0.9
1.0
1.0
1.0
1.0
1.0
1.0
1.0
0.9
0.8
0.8
0.9
0.8
0.8
0.8
0.8
0.9
0.8
0.7
0.7
0.7
0.8
0.7
0.7
0.6
0.7
0.9
0.8
0.6
0.5
0.7
0.9
0.6
0.6
0.6
0.6
0.9
0.7
0.5
0.5
0.7
0.9
0.5
0.6
0.5
0.5
0.9
0.7
0.5
0.4
0.7
1.0
0.5
0.6
0.4
0.5
0.9
0.7
0.5
0.4
0.7
1.0
1.3
1.6
1.8
1.8
1.6
1.3
1.0
0.7
0.6
0.5
0.4
0.5
0.5
0.7
0.9
1.2
1.5
1.7
1.8
1.7
1.5
1.1
0.9
0.7
0.5
0.4
0.4
0.4
0.5
0.6
0.8
1.1
1.4
1.7
1.8
1.8
1.5
1.2
0.9
0.7
0.5
0.4
0.4
0.4
0.5
0.6
0.8
1.1
1.4
1.7
1.8
1.7
1.5
1.2
0.9
0.6
0.5
0.7
1.0
1.3
1.6
1.8
1.7
1.5
1.2
0.9
0.7
0.5
0.4
0.4
0.4
0.5
0.7
0.9
1.2
1.5
1.7
1.8
1.7
1.4
1.1
0.8
0.6
0.5
0.4
0.4
0.4
0.5
0.6
0.8
1.1
1.4
1.7
1.8
1.7
1.5
1.2
0.9
0.7
0.5
0.4
0.4
0.4
0.5
0.6
0.8
1.1
1.4
1.6
1.8
1.7
1.5
1.2
0.9
0.6
0.4
0.3
0.3
0.3 0.3 0.3
3.0
3.0
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
FLOOR 1 CORRIDORS 1.3 fc 2.9 fc 0.2 fc 14.5:1 6.5:1
FLOOR 2 CORRIDORS 1.4 fc 3.0 fc 0.3 fc 10.0:1 4.7:1
FLOOR 3 CORRIDORS 1.4 fc 3.0 fc 0.3 fc 10.0:1 4.7:1
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
LME
LME
EM LIGHTING
PHOTOMETRIC
SECOND FLOOR
E4.5
08/15/2022
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALEEM LIGHTING PHOTOMETRIC - THIRD FLOOR 1
NN
GENERAL NOTESKEYNOTES
1.1
1.4
1.7
1.9
1.9
1.8
1.5
1.2
0.9
0.7
0.6
0.5
0.5
0.6
0.7
0.8
1.0
1.3
1.6
1.8
1.9
1.7
1.5
1.2
0.9
0.7
0.5
0.4
0.4
1.1
1.5
1.8
2.0
2.0
1.8
1.5
1.2
1.0
0.8
0.7
0.6
0.6
0.7
0.8
0.9
1.1
1.4
1.7
1.9
1.9
1.8
1.5
1.2
0.9
0.7
0.6
0.5
0.4
0.4
0.4
0.4
1.2
1.5
0.8
0.8
0.5
0.5
1.3
1.6
1.0
1.0
0.7
0.7
1.5
1.7
1.2
1.3
1.0
1.0
1.7
1.8
1.5
1.6
1.3
1.3
1.9
2.0
1.8
1.8
1.6
1.6
2.0
2.0
2.0
2.0
1.8
1.8
2.0
2.0
1.9
2.0
1.8
1.8
1.8
1.8
1.8
1.8
1.7
1.6
1.5
1.5
1.5
1.5
1.4
1.4
1.1
1.1
1.1
1.1
1.1
1.1
0.8
0.9
0.9
0.9
0.9
0.9
0.6
0.7
0.7
0.7
0.7
0.7
0.5
0.5
0.6
0.6
0.7
0.6
0.5
0.5
0.5
0.5
0.7
0.6
0.4
0.5
0.5
0.5
0.8
0.7
0.5
0.5
0.6
0.5
0.9
0.8
0.6
0.6
0.7
0.7
1.1
0.9
0.8
0.8
0.8
0.8
1.2
1.0
1.0
1.1
1.1
1.1
1.3
1.6
1.8
1.8
1.6
1.3
1.0
1.3
1.3
1.4
1.4
1.3
1.6
1.8
1.8
1.6
1.3
1.0
1.6
1.6
1.7
1.7
1.2
1.5
1.8
1.8
1.8
1.9
1.1
1.3
1.8
1.8
1.8
1.9
0.9
1.1
1.7
1.7
1.7
1.7
0.8
0.9
1.4
1.4
1.4
1.4
0.7
0.7
1.1
1.1
1.1
1.1
0.6
0.6
0.8
0.9
0.9
0.9
0.6
0.6
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.5
0.6
0.6
0.6
0.9
0.9
0.6
0.6
0.7
0.6
1.1
1.1
0.6
0.7
0.7
0.7
1.4
1.4
0.8
0.8
0.9
0.9
1.7
1.7
1.0
1.1
1.1
1.1
1.9
1.9
1.3
1.4
1.4
1.5
2.0
1.9
1.7
1.7
1.8
1.8
1.8
1.7
2.1
2.1
2.1
2.2
1.5
1.4
2.3
2.4
2.4
2.5
1.2
1.1
2.4
2.5
2.4
2.5
1.0
0.9
2.3
2.5
2.3
2.4
0.8
0.7
0.7
1.0
1.3
1.6
1.7
1.7
1.5
1.2
0.9
0.7
0.5
0.5
0.4
0.4
0.5
0.7
0.9
1.2
1.5
1.8
2.0
2.0
1.9
1.8
1.7
1.7
1.7
1.9
2.1
2.2
2.4
2.6
2.6
2.5
2.4
2.1
1.9
1.8
1.8
1.9
2.0
2.2
2.3
2.5
2.6
2.5
2.3
2.0
1.7
1.4
1.1
0.9
0.8
0.7
0.6
0.7
1.0
1.4
1.6
1.8
1.7
1.5
1.2
0.9
0.7
0.5
0.5
0.4
0.4
0.5
0.7
0.9
1.2
1.5
1.8
2.0
2.1
1.9
1.7
1.6
1.5
1.5
1.6
1.7
2.0
2.2
2.4
2.5
2.5
2.3
2.1
1.8
1.6
1.6
1.6
1.7
1.9
2.1
2.3
2.5
2.5
2.3
2.0
1.7
1.3
1.1
0.9
0.7
0.6
0.5
0.7
1.0
1.3
1.6
1.7
1.7
1.5
1.2
0.9
0.7
0.6
0.5
0.5
0.5
0.5
0.7
0.9
1.2
1.5
1.8
1.9
2.0
1.8
1.6
1.5
1.3
1.3
1.4
1.5
1.7
1.9
2.2
2.3
2.3
2.2
1.9
1.7
1.5
1.4
1.4
1.5
1.6
1.8
2.1
2.2
2.3
2.2
1.9
1.6
1.3
1.0
0.9
0.7
0.6
0.5
0.7
1.0
0.5
0.6
1.3
1.5
1.3
1.4
1.6
0.6
0.6
0.7
0.9
0.5
0.6
1.1
1.3
1.1
1.2
1.4
0.7
0.7
0.6
0.8
0.5
0.6
1.0
1.1
1.0
1.1
1.2
0.9
0.9
0.6
0.7
0.6
0.6
0.9
1.0
1.0
1.0
1.1
1.2
1.1
0.6
0.7
0.6
0.7
0.9
0.9
0.9
1.0
1.0
1.5
1.4
0.7
0.8
0.8
0.8
0.9
1.0
1.0
1.0
1.0
1.7
1.7
0.9
0.9
0.9
0.9
1.1
1.1
1.1
1.1
1.2
1.9
1.8
1.1
1.2
1.2
1.2
1.3
1.3
1.3
1.4
1.3
1.9
1.8
1.4
1.5
1.5
1.5
1.6
1.6
1.6
1.6
1.6
1.7
1.7
1.7
1.7
1.8
1.7
1.9
1.8
1.9
1.9
1.8
1.4
1.4
1.9
1.9
2.0
1.9
2.0
2.0
2.0
2.1
2.0
1.1
1.1
1.8
1.9
2.0
2.0
2.1
2.0
2.0
2.1
2.0
0.9
0.8
1.7
1.7
1.9
1.8
1.9
1.9
1.9
1.9
1.8
0.7
0.7
1.4
1.4
1.6
1.5
1.6
1.6
1.6
1.6
1.5
0.6
0.5
1.1
1.1
1.3
1.3
1.3
1.3
1.3
1.3
1.3
0.5
0.5
0.9
0.9
1.0
1.0
1.1
1.1
1.1
1.1
1.0
0.5
0.5
0.7
0.7
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.6
0.5
0.6
0.6
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.7
0.7
0.6
0.6
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.9
0.8
0.6
0.7
0.7
0.8
0.8
0.9
0.9
0.9
0.9
1.1
1.1
0.7
0.8
0.8
0.9
0.9
1.0
1.0
1.0
1.1
1.4
1.4
0.9
1.0
1.0
1.0
1.1
1.2
1.2
1.2
1.3
1.8
1.7
1.2
1.3
1.2
1.2
1.4
1.5
1.4
1.5
1.6
2.0
1.9
1.5
1.6
1.5
1.5
1.7
1.9
1.8
1.9
2.0
2.0
1.9
1.8
2.0
1.8
1.8
2.1
2.3
2.1
2.3
2.4
1.8
1.7
2.1
2.4
2.5
2.7
2.7
2.7
2.5
2.3
2.0
1.9
1.9
2.0
2.0
2.1
2.1
2.1
2.1
2.2
2.3
2.4
2.4
2.2
2.0
1.9
1.8
1.9
2.0
2.2
2.4
2.6
2.7
2.8
2.8
2.7
2.5
2.2
2.0
2.0
2.0
2.2
2.4
2.6
2.7
2.8
2.8
2.7
2.5
2.2
1.9
1.7
1.6
1.6
1.6
1.5
1.4
2.2
2.5
2.7
2.8
2.9
2.8
2.6
2.4
2.1
2.0
2.0
2.1
2.2
2.3
2.3
2.2
2.2
2.3
2.4
2.5
2.5
2.3
2.1
1.9
1.9
1.9
2.1
2.4
2.6
2.8
2.9
2.9
2.9
2.8
2.6
2.3
2.1
2.0
2.1
2.3
2.5
2.8
2.9
2.8
2.6
2.2
1.9
1.6
1.4
1.3
1.3
1.2
1.1
2.2
2.5
2.6
2.7
2.8
2.7
2.5
2.3
2.1
2.0
2.0
2.1
2.2
2.3
2.3
2.2
2.2
2.2
2.3
2.4
2.4
2.2
2.1
1.9
1.9
1.9
2.1
2.4
2.6
2.7
2.8
2.9
2.8
2.7
2.5
2.3
2.1
2.0
2.1
2.3
2.5
2.7
2.8
2.9
2.9
2.7
2.5
2.1
1.8
1.5
1.3
1.1
1.0
0.9
0.9
2.0
2.2
2.1
2.1
2.4
2.5
2.3
2.4
0.8
0.7
1.6
1.8
1.8
1.8
2.0
2.1
2.0
2.1
0.6
0.6
1.3
1.4
1.4
1.4
1.6
1.7
1.6
1.7
0.6
0.5
1.0
1.1
1.1
1.2
1.3
1.3
1.3
1.3
0.6
0.5
0.8
0.9
0.9
0.9
1.0
1.1
1.0
1.0
0.6
0.6
0.6
0.7
0.8
0.8
0.9
0.9
0.9
0.9
0.7
0.7
0.6
0.6
0.7
0.7
0.8
0.8
0.8
0.8
0.9
0.8
0.6
0.6
0.7
0.7
0.7
0.7
0.8
0.7
1.1
1.1
0.6
0.6
0.7
0.7
0.7
0.8
0.8
0.8
1.4
1.4
0.7
0.7
0.8
0.8
0.8
0.8
0.9
0.9
1.7
1.7
0.9
0.9
0.9
0.9
1.0
1.0
1.0
1.0
1.9
1.8
1.1
1.1
1.2
1.2
1.2
1.2
1.3
1.3
1.9
1.8
1.4
1.5
1.5
1.5
1.5
1.5
1.6
1.6
1.7
1.6
1.7
1.7
1.8
1.7
1.8
1.8
1.8
1.9
1.4
1.4
1.9
1.9
2.0
1.9
2.0
2.0
2.0
2.0
1.1
1.1
1.8
1.9
2.0
1.9
2.1
2.0
2.0
2.0
0.8
0.8
1.7
1.7
1.9
1.8
1.9
1.9
1.9
1.9
0.7
0.6
1.4
1.4
1.6
1.5
1.6
1.6
1.6
1.6
0.6
0.5
1.1
1.1
1.3
1.3
1.3
1.3
1.3
1.3
0.5
0.5
0.9
0.9
1.0
1.0
1.1
1.1
1.1
1.1
0.5
0.5
0.7
0.8
0.9
0.9
0.9
1.0
0.9
0.9
0.6
0.6
0.6
0.7
0.8
0.8
0.8
0.9
0.9
0.9
0.7
0.7
0.6
0.7
0.7
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.7
0.7
0.8
0.8
0.9
1.0
0.9
1.0
1.2
1.1
0.8
0.9
0.9
0.9
1.0
1.1
1.1
1.1
1.5
1.4
0.9
1.1
1.0
1.0
1.2
1.3
1.2
1.3
1.8
1.7
1.2
1.3
1.2
1.2
1.4
1.6
1.5
1.6
2.0
1.9
1.4
1.7
1.5
1.5
1.7
1.9
1.8
1.9
2.0
1.9
1.8
2.0
2.2
2.4
2.6
2.6
2.5
2.3
2.0
1.8
1.7
1.7
1.7
1.8
1.8
1.8
1.9
2.0
2.2
2.3
2.4
2.3
2.1
1.9
1.7
1.7
1.7
1.9
2.0
2.2
2.4
2.6
2.7
2.6
2.5
2.2
2.0
1.9
1.8
1.9
2.1
2.2
2.4
2.6
2.7
2.7
2.6
2.3
2.0
1.8
1.8
1.8
1.8
1.8
1.7
2.0
2.3
2.5
2.6
2.7
2.7
2.6
2.4
2.1
1.9
1.9
1.9
2.0
2.1
2.1
2.0
2.0
2.1
2.2
2.4
2.4
2.3
2.1
1.9
1.8
1.8
2.0
2.1
2.3
2.5
2.6
2.7
2.8
2.7
2.5
2.3
2.1
2.0
2.0
2.2
2.3
2.5
2.7
2.8
2.8
2.8
2.6
2.3
2.0
1.8
1.6
1.6
1.6
1.5
1.4
2.2
2.4
2.3
2.2
2.5
2.7
2.5
2.7
1.2
1.1
2.1
2.3
2.3
2.2
2.5
2.6
2.5
2.6
0.9
0.9
1.9
2.1
2.1
2.0
2.3
2.3
2.2
2.3
0.8
0.7
1.6
1.7
1.7
1.7
1.9
1.9
1.9
1.9
0.6
0.6
1.2
1.3
1.4
1.4
1.5
1.6
1.5
1.5
0.6
0.5
0.9
1.0
1.1
1.1
1.2
1.2
1.2
1.2
0.6
0.5
0.7
0.8
0.9
0.9
0.9
1.0
1.0
1.0
0.6
0.6
0.6
0.6
0.7
0.7
0.8
0.8
0.8
0.8
0.7
0.7
0.5
0.5
0.6
0.7
0.7
0.7
0.7
0.7
0.9
0.9
0.5
0.5
0.6
0.6
0.6
0.7
0.7
0.7
1.1
1.1
0.5
0.6
0.6
0.6
0.7
0.7
0.7
0.7
1.5
1.4
0.6
0.7
0.7
0.7
0.7
0.8
0.8
0.8
1.8
1.7
0.8
0.8
0.9
0.9
0.9
0.9
1.0
1.0
1.9
1.9
1.1
1.1
1.1
1.1
1.1
1.2
1.2
1.2
2.0
1.9
1.4
1.4
1.4
1.4
1.4
1.4
1.5
1.5
1.8
1.8
1.6
1.7
1.7
1.7
1.7
1.7
1.7
1.8
1.6
1.5
1.8
1.8
1.9
1.8
1.9
1.9
1.9
2.0
1.3
1.3
1.8
1.8
1.9
1.9
1.9
1.9
1.9
2.0
1.1
1.1
1.6
1.6
1.8
1.7
1.8
1.7
1.7
1.8
1.0
1.1
1.3
1.3
1.5
1.4
1.5
1.5
1.4
1.5
1.0
1.1
1.0
1.0
1.2
1.1
1.2
1.2
1.1
1.1
1.1
1.2
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
1.2
1.4
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
1.3
1.6
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
1.4
1.7
1.9
1.9
1.7
1.4
1.1
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
1.4
1.7
1.9
1.9
1.7
1.5
1.1
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
1.4
1.1
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
1.3
1.1
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
1.3
1.1
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
1.3
1.2
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.4
1.3
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.6
1.6
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.8
1.8
1.8
1.9
1.9
1.9
1.9
1.9
1.9
1.9
2.0
1.9
1.8
1.9
2.0
1.9
2.0
1.9
1.9
2.0
1.9
1.9
1.7
1.7
1.8
1.8
1.8
1.8
1.8
1.8
1.7
1.7
1.4
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.4
1.4
1.1
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.1
1.1
0.9
1.0
1.0
1.0
1.0
1.0
1.0
1.0
0.9
0.8
0.8
0.9
0.8
0.8
0.8
0.8
0.9
0.8
0.7
0.6
0.7
0.8
0.7
0.7
0.6
0.7
0.8
0.7
0.6
0.5
0.7
0.9
0.6
0.6
0.5
0.6
0.9
0.7
0.5
0.5
0.7
1.0
0.5
0.6
0.5
0.5
0.9
0.7
0.5
0.4
0.8
1.0
0.5
0.6
0.4
0.5
0.9
0.7
0.5
0.4
0.7
1.0
1.4
1.6
1.8
1.8
1.6
1.3
1.0
0.7
0.6
0.5
0.4
0.5
0.5
0.7
0.9
1.2
1.5
1.7
1.8
1.7
1.4
1.1
0.9
0.6
0.5
0.4
0.4
0.4
0.5
0.6
0.8
1.1
1.4
1.7
1.8
1.8
1.5
1.2
0.9
0.7
0.5
0.4
0.4
0.4
0.5
0.6
0.8
1.1
1.4
1.7
1.8
1.7
1.5
1.2
0.9
0.6
0.5
0.7
1.0
1.3
1.6
1.8
1.7
1.5
1.2
0.9
0.7
0.5
0.4
0.4
0.4
0.5
0.7
0.9
1.2
1.5
1.7
1.8
1.7
1.4
1.1
0.8
0.6
0.5
0.4
0.4
0.4
0.5
0.6
0.8
1.1
1.4
1.7
1.8
1.7
1.5
1.2
0.9
0.7
0.5
0.4
0.4
0.4
0.5
0.6
0.8
1.1
1.4
1.6
1.8
1.7
1.5
1.2
0.9
0.6
0.4
0.3
0.3
0.3 0.3 0.3
3.0
3.0
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
FLOOR 1 CORRIDORS 1.3 fc 2.9 fc 0.2 fc 14.5:1 6.5:1
FLOOR 2 CORRIDORS 1.4 fc 3.0 fc 0.3 fc 10.0:1 4.7:1
FLOOR 3 CORRIDORS 1.4 fc 3.0 fc 0.3 fc 10.0:1 4.7:1
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
LME
LME
EM LIGHTING
PHOTOMETRIC
THIRD FLOOR
E4.6
08/15/2022
·
·
·
·
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
E5.1
ONE-LINE
DIAGRAM
08/15/2022
Transformer system
bonding jumper will be
inspected in accordance
with table 250.N02CN
20N7 NEC
jain bonding jumper will be
inspected in accordance
with table 250.66 20N7 NEC
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
E5.2
PANEL
SCHEDULES
08/15/2022
Project No. 22AP11
Idaho PE #: P-17172
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
LM
E
BI
D
S
E
T
08
.
0
2
.
2
2
LM
E
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
LM
E
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
E6.1
ENERGY CODE
COMPLIANCE
08/15/2022
Apex Project No. 282121
ASB
TRB
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
08/16/22
PLUMBING COVER
SHEET
718081_P0.1
P0.1
Apex Project No. 282121
ASB
TRB
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
08/16/22
PLUMBING SCHEDULES
& CALCULATIONS
718081_P0.2
P0.2
“”
“”
Apex Project No. 282121
ASB
TRB
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
08/16/22
PLUMBING
SPECIFICATIONS
718081_P0.3
P0.3
A
B
C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
S
counter placement and
orientation per retail group
E
D
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALEPLUMBING PLAN - FIRST FLOOR 1
NN
GENERAL NOTESKEYNOTES
SHOWROOM
100
OFFICE
101
BREAKROOM
102
R&D AREA
104
STAIR 1
120
RESTROOM
106
REFUSE
105
STORAGE
111
STAIR 2
121
LOBBY
110
EQUIPMENT
ELEVATOR
109
COMM
MOP/
108
SELF-STORAGE
112
RM
FIRE RISER
107
ELEVATOR
RESTROOM
103
RE-USE
AREA
Apex Project No. 282121
ASB
TRB
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
08/16/22
PLUMBING PLAN -
FIRST FLOOR
718081_P1.1
P1.1
A
B
C
1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
S
E
D
9
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALEPLUMBING PLAN - SECOND FLOOR 1
NN
GENERAL NOTESKEYNOTES
COMM
MOP/
208 ELEVATOR
Apex Project No. 282121
ASB
TRB
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
08/16/22
PLUMBING PLAN -
SECOND FLOOR
718081_P1.2
P1.2
A
B
C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
S
E
D
TRUE
NORTH
PROJECT
NORTH
1/16" = 1'-0"
SCALEPLUMBING PLAN - THIRD FLOOR 1
NN
GENERAL NOTESKEYNOTESGENERAL NOTESKEYNOTES
COMM
MOP/
308 ELEVATOR
RESTROOM
306
Apex Project No. 282121
ASB
TRB
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
08/16/22
PLUMBING PLAN -
THIRD FLOOR
718081_P1.3
P1.3
OFFICE
101
BREAKROOM
102
R&D AREA
104
RESTROOM
103
SHOWROOM
100
RESTROOM
106
LOBBY
110
EQUIPMENT
ELEVATOR
109
COMM
MOP/
108
RM
FIRE RISER
107
ELEVATOR
S
COMM
MOP/
208
S
COMM
MOP/
308
RESTROOM
306
87 9 10
A
B
A
B
GENERAL NOTESKEYNOTES
1514
A
14 15
1514
B
Apex Project No. 282121
ASB
TRB
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
08/16/22
PLUMBING
ENLARGED PLANS
718081_P2.1
P2.1
1
Apex Project No. 282121
ASB
TRB
SITE ADDRESS:
ENGINEER LOGO:
PROFESSIONAL SEAL:
NO
T
E
S
3
DA
T
E
NO
.
2
IN
I
T
I
A
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
07
.
1
8
.
2
2
BG
BI
D
S
E
T
08
.
0
2
.
2
2
BG
AD
D
E
N
D
U
M
1
08
.
1
6
.
2
2
BG
AR
C
H
I
T
E
C
T
U
R
A
L
U
P
D
A
T
E
S
/
C
I
T
Y
S
U
B
M
I
T
T
A
L
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
08/16/22
PLUMBING
DETAILS
718081_P2.2
P2.2
LEVEL 1
PLAN - BLDG A
FIRE SPRINKLER
FP101
NORTH
4"
6
"
6
"
4
"
4"4"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1"
1"
1"
1"
1"
1"
1"
1"1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"2"2"2"2"2"
2"
2"2"
2"2"2"2"
2"2"2"
2"2"2"2"2"1
"
2"2"2"2"2"
2"2"
2"2"2"2"
2"2"
2"2"2"2"
2"2"2"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
UP
SWS.
S
orientation per retail group
counter placement and
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
N
O
T
E
S
3
D
A
T
E
N
O
.
2
IN
IT
IA
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
A
M
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
PH: (602) 263-6502
PHOENIX, ARIZONA 85004
2727 NORTH CENTRAL AVENUE
CONSTRUCTION DEPARTMENT
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
XX A1
NAME.DWG
XX A1
NAME.DWG
XX A1
NAME.DWG
XX A1
NAME.DWG
GTJ
GTJ
08/16/2022
3
6
5
11
1
" 32
3 1’-0"
FIRE SPRINKLER PLAN - BUILDING A LEVEL 1
9 9
9
9
9
9
9
9
9
9
9
9
9
9
4
C
B
2
14
3
LEVEL 2
PLAN - BLDG A
FIRE SPRINKLER
FP102
NORTH
4
"
4"4"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1-1/2"
1-1/2"
1-1/2"
1"
1"
1"
1
"
1
"
1
"
1
"
1
"
1"
1"
1"
1"
1"
1"1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"1-1/2"
1-1/2"1-1/2"
1
-
1
/
2
"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"2"2"2"
2"2"2"2"2"2"2"2"2"
2"2"2"2"2"2"2"2"
1
"
1
"
1
"
1
"
2"
2"2"2"
2"2"2"2"2"2"2"
2"2"2"2"2"2"2"
2"
2"2"
2"2"2"
1
"
1
"
1
"
1
"
2"2"2"2"2"2"2"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
UP
SWS.
C
.S
.
S
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
N
O
T
E
S
3
D
A
T
E
N
O
.
2
IN
IT
IA
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
A
M
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
PH: (602) 263-6502
PHOENIX, ARIZONA 85004
2727 NORTH CENTRAL AVENUE
CONSTRUCTION DEPARTMENT
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
XX A1
NAME.DWG
XX A1
NAME.DWG
XX A1
NAME.DWG
XX A1
NAME.DWG
GTJ
GTJ
08/16/2022
6 7
" 32
3 1’-0"
FIRE SPRINKLER PLAN - BUILDING A LEVEL 2
9
9 9
9
9
9
9
9
9
9
9
9
9
9
LEVEL 3
PLAN - BLDG A
FIRE SPRINKLER
FP103
NORTH
4
"
4"4"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1"1-1/4"1-1/2"
1-1/2"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1
"1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
3
"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1
"
1
"
1
"
1
"
1
"
1"
1"
1"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1
-
1
/
2
"
2"
2"
2"2"
2"
2"2"2"2"2"2"
2"2"2"
2"2"2"2"2"2"2"
2"2"2"2"2"2"2"
2"2"2"
2"2"2"2"2"2"2"2"2"
2"2"2"2"2"2"2"2"2"
2"2"2"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1
"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
UP
SWS.
C
.S
.
S
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
N
O
T
E
S
3
D
A
T
E
N
O
.
2
IN
IT
IA
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
A
M
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
PH: (602) 263-6502
PHOENIX, ARIZONA 85004
2727 NORTH CENTRAL AVENUE
CONSTRUCTION DEPARTMENT
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
XX A1
NAME.DWG
XX A1
NAME.DWG
XX A1
NAME.DWG
XX A1
NAME.DWG
GTJ
GTJ
08/16/2022
6 8
12
13
" 32
3 1’-0"
FIRE SPRINKLER PLAN - BUILDING A LEVEL 3
9
9 9
9
9
9
9
9
9
9
9
9
9
9
101102103104
105106107108109110111112
120 119 118 117 116 115 114 113
121122123124
201 202 203 204 205 206
207 208 209 210 211 212
213 214 215
216 217 218 219 220 221
4
3
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
1
2
3
4
5
6
7
1
2
3
45
6
78
8
9 8
OF EXIT STAIR
VERTICAL STANDPIPE INSTALLED IN CORNER
9
ADJACENT TO STANDPIPE.
MAIN RISER VIA 1-1/4" EXPRESS DRAIN INSTALLED
EXTEND DISCHARGE FROM TEST/DRAIN VALVE TO
FLOOR LEVEL OF BUILDING
SUPPLY TO FIRE SPRINKLER SYSTEM ON EACH
CAULKING.
AREAS. SEAL ALL PENETRATIONS WITH FIRE
2-HOUR WALL SEPARATING STAIR FROM ADJACENT
BUTTERFLY PATTERN CONTROL VALVE
GLOBE UMC (OR EQUAL) RISER ASSEMBLY WITH
CHECK VAVLE
GLOBE UMC (OR EQUAL) WITH INTEGRATED
(INTEGRATED INTO GLOBE UMC)
VANE TYPE WATER FLOW SWITCH
GLOBE UMC)
PRESSURE GAUGE (INTEGRATED INTO
INTO GLOBE UMC)
RELIEF VALVE AND SIGHT GLASS (INTEGRATED
COMBINATION TEST/DRAIN VALVE WITH PRESSURE
EXCEEEDS 175 PSI (ALL SYSTEMS SERVING LEVEL P2)
AT 170 PSI) WHERE MAXIMUM SYSTEM PRESSURE
NOTE: PROVIDE PRESSURE REDUCING VALVE (SET
NOTES & DETAILS
FIRE SPRINKLER
FP500
6
7
8
9
10
11
12
14
16
17
5
6 7
16
17
9
8
12
3
2
1
4
8
1415
1
2
3
4
5
13
15
19
18
19
18
90 M.J. BEND
NFPA #13
CONCRETE THRUST BLOCK, SIZED PER
CORROSION PROTECTION
ANCHOR RODS, PER NFPA #13 - PROVIDE
UNDERGROUND SUPPLY TO INTERIOR PIPING
SPIGOT PIECE - TRANSITION FROM
CEMENT LINED DUCTILE IRON FLANGE X
MASTIC
SPACE AROUND PIPE - FILL SPACE WITH
SLEEVE AT FLOOR SPACE WITH 2" CLEAR
NOT USED
OF SPRINKLERS PER NFPA 13 6.2.9.7.1.
SPARE SPRINKLER CABINET, PER NFPA 13. PROVIDE LIST
VANE TYPE WATER FLOW SWITCH
GENERAL INFORMATION SIGN PER NFPA 13 25.6.
PRESSURE GAUGE
ASSEMBLY (OR EQUAL)
4" AMES COLT SERIES C200BFG DOUBLE CHECK
BUILDING EXTERIOR.
VALVE WITH 1/2" ORIFICE. EXTEND DISCHARGE TO
2" COMBINATION DRAIN AND INSPECTOR’S TEST
HYDRAULIC DESIGN INFORMAITON SIGN
10 11
4" CHECK VALVE
CONNECTION. PROVIDE 1/2" AUTO BALL DRIP
4" TO 2-WAY, WALL MOUNT FIRE DEPARTMENT
(BEYOND)
6" UNDERGROUND SUPPLY PIPING
6" X 4" FLEXIBLE COUPLING/FITTING
ATTACHED LOCKING CHAIN
BUILT-IN TAMPER SWITCH AND
4" BUTTERFLY CONTROL VALVE WITH
FIRE SPRINKLERS (ONE PER LEVEL IN EXIT STAIR)
4" SUPPLY TO FLOOR CONTROL VALVE ASSEMBLIES FOR
6
7
8
9
10
11
12
14
16
17
5
6 7
16
17
9
8
12
3
2
1
4
8
1415
1
2
3
4
5
13
15
19
18
19
18
90 M.J. BEND
NFPA #13
CONCRETE THRUST BLOCK, SIZED PER
CORROSION PROTECTION
ANCHOR RODS, PER NFPA #13 - PROVIDE
UNDERGROUND SUPPLY TO INTERIOR PIPING
SPIGOT PIECE - TRANSITION FROM
CEMENT LINED DUCTILE IRON FLANGE X
MASTIC
SPACE AROUND PIPE - FILL SPACE WITH
SLEEVE AT FLOOR SPACE WITH 2" CLEAR
NOT USED
OF SPRINKLERS PER NFPA 13 6.2.9.7.1.
SPARE SPRINKLER CABINET, PER NFPA 13. PROVIDE LIST
VANE TYPE WATER FLOW SWITCH
GENERAL INFORMATION SIGN PER NFPA 13 25.6.
PRESSURE GAUGE
BUILDING EXTERIOR.
VALVE WITH 1/2" ORIFICE. EXTEND DISCHARGE TO
2" COMBINATION DRAIN AND INSPECTOR’S TEST
HYDRAULIC DESIGN INFORMAITON SIGN
10 11
4" CHECK VALVE
CONNECTION. PROVIDE 1/2" AUTO BALL DRIP
4" TO 2-WAY, WALL MOUNT FIRE DEPARTMENT
(BEYOND)
8" UNDERGROUND SUPPLY PIPING
8" X 6" FLEXIBLE COUPLING/FITTING
ATTACHED LOCKING CHAIN
BUILT-IN TAMPER SWITCH AND
6" BUTTERFLY CONTROL VALVE WITH
ASSEMBLY (OR EQUAL)
6" AMES COLT SERIES C200BFG DOUBLE CHECK
6" SUPPLY TO ESFR FIRE SPRINKLER SYSTEM
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
N
O
T
E
S
3
D
A
T
E
N
O
.
2
IN
IT
IA
L
S
4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
A
M
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
8
PH: (602) 263-6502
PHOENIX, ARIZONA 85004
2727 NORTH CENTRAL AVENUE
CONSTRUCTION DEPARTMENT
328 N 2ND E
REXBURG, ID 83440
718081
08/16/2022
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
XX A1
NAME.DWG
XX A1
NAME.DWG
XX A1
NAME.DWG
XX A1
NAME.DWG
GTJ
GTJ
08/16/2022
1
2
3
4
5
6
7
8
9
10
Fire Sprinkler Keynote Legend
APPLICABLE PROVISIONS OF NFPA 13 AND 24.
SITE PLANS FOR CONTINUATION. INSTALL, FLUSH AND PRESSURE TEST PER ALL
6" UNDERGROUND WATER SUPPLY TO FIRE SPRINKLER SYSTEM IN BUILDING A. SEE
APPLICABLE PROVISIONS OF NFPA 13 AND 24.
SITE PLANS FOR CONTINUATION. INSTALL, FLUSH AND PRESSURE TEST PER ALL
8" UNDERGROUND WATER SUPPLY TO FIRE SPRINKLER SYSTEM IN BUILDING B. SEE
BACKFLOW PREVENTER. SEE DETAIL 1 ON SHEET FP500.
6" FIRE SPRINKLER RISER FOR BUILDING A. INCLUDE DOUBLE CHECK ASSEMBLY
CHECK ASSEMBLY BACKFLOW PREVENTER. SEE DETAIL 2 ON SHEET FP500.
8" FIRE SPRINKLER RISER FOR BUILDING B (HIGH PILED STORAGE). INCLUDE DOUBLE
LEVEL OF BUILDING.
SHEET FP500. PROVIDE A SEPARATE ZONE OF FIRE SPRINKLERS FOR EACH FLOOR
FLOOR CONTROL VALVE ASSEMBLY FOR BUILDING A LEVEL 1. SEE DETAIL 1 ON
TEST VALVES.
PARALLEL TO FEED MAIN FOR DISCHARGE FROM FLOOR CONTROL VALVE ASSEMBLY
MINIMIZE OBSTRUCTION TO BUILDING EGRESS. PROVIDE A 1-1/4" EXPRESS DRAIN
EXIT STAIR. PIPING MAY BE INSTALLED EXPOSED BUT SHALL BE LOCATED TO
VALVE ASSEMBLIES FOR LEVELS 2 AND 3. ROUTE VERTICAL FEED MAIN THROUGH
4" FIRE PROTECTION WATER SUPPLY FROM MAIN RISER UP TO FLOOR CONTROL
LEVEL OF BUILDING.
SHEET FP500. PROVIDE A SEPARATE ZONE OF FIRE SPRINKLERS FOR EACH FLOOR
FLOOR CONTROL VALVE ASSEMBLY FOR BUILDING A LEVEL 2. SEE DETAIL 3 ON
LEVEL OF BUILDING.
SHEET FP500. PROVIDE A SEPARATE ZONE OF FIRE SPRINKLERS FOR EACH FLOOR
FLOOR CONTROL VALVE ASSEMBLY FOR BUILDING A LEVEL 3. SEE DETAIL 3 ON
OF 12 FEET).
HAZARD GROUP 2 (STORAGE OF MODERATE COMBUSTIBLE TO A MAXIMUM HEIGHT
HYDRAULICALLY DESIGNED TO PROTECT A HAZARD CLASSIFICATION OF ORDINARY
APPLICABLE PROVISIONS OF NFPA 13. FIRE SPRINKLER SYSTEMS SHALL BE
DESIGN, INSTALL AND TEST FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH ALL
INSTALL FIRE SPRINKLERS TO PROVIDE PROTECTION THROUGHOUT BUILDING A.
MOST REMOTE SPRINKLER.
FLOWING WITH A MINIMUM RESIDUAL PRESSURE OF 20 PSI AT THE HYDRAULICALLY
ESFR FIRE SPRINKLERS. HYDRAULIC DESIGN AREA SHALL INCLUDE 12 SPRINKLERS
HEIGHT OF 300 FEET IN A 35 FOOT TALL BUILDING. PROTECT BUILDING WITH K-25.2
I-IV COMMODITIES AND CARTONED UNEXP0ANDED PLASTICS TO A MAXIMUM
HYDRAULICALLY DESIGNED TO PROTECT PALLETIZED OR RACK STORAGE OF CLASS
APPLICABLE PROVISIONS OF NFPA 13. FIRE SPRINKLER SYSTEMS SHALL BE
DESIGN, INSTALL AND TEST FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH ALL
INSTALL FIRE SPRINKLERS TO PROVIDE PROTECTION THROUGHOUT BUILDING B.
DOWNSTREAM OF BACKFLOW PREVENTER.
ABOVE FINISHED EXTERIOR GRADE. CONNECT TO FIRE SPRINKLER RISER
2-WAY, WALL MOUNTED FIRE DEPARTMENT CONNECTION. WALL MOUNT AT 36"
11
12
SYSTEM SUPPLIES 68.9 PSI AT 763.9 GPM.
FLOWING AT POINT OF CONNECTION TO PUBLIC WATER SYSTEM. PUBLIC WATER
WITH 250 GPM HOSE ALLOWANCE. SYSTEM REQUIRES 64.2 PSI WITH 763.9 GPM
HAZARD (0.10 GPM/SQ FT) IN CORRIDORS. TOTAL DESIGN AREA OF 1,500 SQ FT
ORDINARY HAZARD GROUP 2 (0.20 GPM/SQ FT ) IN STORAGE LOCKERS WITH LIGHT
HYDRAULIC DESIGN AREA #1 - BUILDING A, LEVEL 3 TREE: MIXED DENSITY -
13
SYSTEM SUPPLIES 70.0 PSI AT 687.2 GPM.
FLOWING AT POINT OF CONNECTION TO PUBLIC WATER SYSTEM. PUBLIC WATER
WITH 250 GPM HOSE ALLOWANCE. SYSTEM REQUIRES 60.1 PSI WITH 687.2 GPM
HAZARD (0.10 GPM/SQ FT) IN CORRIDORS. TOTAL DESIGN AREA OF 1,500 SQ FT
ORDINARY HAZARD GROUP 2 (0.20 GPM/SQ FT ) IN STORAGE LOCKERS WITH LIGHT
HYDRAULIC DESIGN AREA #2 - BUILDING A, LEVEL 3 GRID: MIXED DENSITY -
14
GPM.
TO PUBLIC WATER SYSTEM. PUBLIC WATER SYSTEM SUPPLIES XX.X PSI AT XXX.X
SYSTEM REQUIRES XX.X PSI WITH XXX.X GPM FLOWING AT POINT OF CONNECTION
SPRINKLER WITH 12 SPRINKLERS FLOWING AND 250 GPM HOSE ALLOWANCE.
16.3.3.1 AND 17.3.3.1 - MINIMUM 20 PSI AT HYDRAULICALLY MOST REMOTE
BUILDING. PROTECTED WITH K-25.2 ESFR FIRE SPRINKLERS PER NFPA 13 TABLES
COMMODITIES AND CARTONED, UNEXPANDED PLASTICS IN A 35 FOOT TALL
HYDRAULIC DESIGN AREA #3 - BUILDING B: 30 FEET HIGH STORAGE OF CLASS I-IV
1
2
3
GENERAL NOTES - FIRE PROTECTION
4
5
6
7
8
9
10
11
12
13
14
COMPONENTS.
MAINS. PROVIDE CALCULATIONS PER NFPA 13 TO JUSTIFY SWAY BRACING
SCHEDULE 40 PIPE. RIGID COUPLINGS SHALL BE USED ON FEED MAINS AND CROSS
SEISMIC BRACING: PROVIDE SWAY BRACING FOR ALL PIPING PER NFPA 13 USING
15
18
16
EXPOSED COMBUSTIBLE MATERIALS (NOT SHOWN ON PLANS).
WHOLLY OR PARTLY BY EXPOSED COMBUSTIBLE CONSTRUCTION OR THAT CONTAIN
PROVIDE FIRE SPRINKLER PROTECTION FOR ALL CONCEALED SPACES ENCLOSED
17
PENETRATIONS OF FIRE RATED WALLS/PARTITIONS.
INSTALL FIRE RATED CUALIKING AROUND FIRE SPRINKLER PIPING TO SEAL ALL
C. NFPA 13 INSTALLATION OF FIRE SPRINKLER SYSTEMS 2016 EDITION
B. INTERNATIONAL FIRE CODE (IFC) - 2018 EDITION
A. INTERNATIONAL BUILDING CODE (IBC) - 2018 EDITION
APPLICABLE PROVISIONS OF THE FOLLOWING CODES AND STANDARDS:
THE FIRE SPRINKLER SYSTEMS SHALL BE DESIGNED TO COMPLY WITH THE
SPECIFICATIONS.
IN NOTE 1 ABOVE AND SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND
SYSTEM DESIGN SHALL MEET THE REQUIREMENTS OF CODES AND STANDARDS LISTED
SYSTEMS TO PROVIDE FIRE PROTECTION OF ALL AREAS OF BUILDINGS A AND B. THE
OPERATIONS TO DESIGN, CONSTRUCT AND MAKE FUNCTIONAL FIRE SPRINKLER
FURNISH ALL MATERIALS, EQUIPMENT AND SUPPLIES AND PERFORM ALL WORK AND
SPRINKLER/STANDPIPE SYSTEMS INCLUDING HYDRAULIC CALCULATIONS
CONTRACTOR IS RESPONSIBLE TO COMPLETE DETAILED DESIGN OF THE FIRE
ADJUSTED WHERE REQUIRED TO MATCH ACTUAL BUILDING CONDITIONS. INSTALLING
AND OTHER FIRE PROTECTION EQUIPMENT ARE APPROXIMATE AND MUST BE
DEVELOPMENT DRAWINGS. THE LOCATIONS SHOWN ON THESE DRAWINGS FOR PIPING
CONCEPTUAL IN NATURE AND IS BASED ON INFORMATION PROVIDED IN THE DESIGN
THE DESIGN OF THE FIRE SPRINKLER SYSTEMS CONTAINED ON THESE DRAWINGS IS
SYSTEMS.
SYSTEMS SHALL BE U.L. LISTED OR FM APPROVED FOR USE IN FIRE PROTECTION
ALL DEVICES AND MATERIALS USED FOR THE INSTALLATION OF THE FIRE SPRINKLER
BY FIRE ALARM CONTRACTOR.
SWITCHES AS WELL AS PROVISION OF LOCAL WATER FLOW ALARM DEVICE PROVIDED
OFF-PREMISE SUPERVISION OF FIRE SPRINKLER SYSTEM CONTROL VALVES AND FLOW
LOCAL FIRE DEPARTMENT REQUIREMENTS.
SHOP DRAWINGS SHALL MEET ALL APPLICABLE REQUIREMENTS OF NFPA 13 AND
THE OWNER PRIOR TO ORDERING, FABRICATING OR INSTALLING ANY EQUIPMENT.
APPROVAL TO THE REXBURG FIRE DEPARTMENT, PROJECT ARCHITECT, ENGINEER AND
HYDRAULIC CALCULATIONS IN ACCORDANCE WITH NFPA 13 FOR REVIEW AND
CONTRACTOR SHALL PREPARE AND SUBMIT COMPLETE SHOP DRAWINGS AND
GPM HOSE ALLOWANCE
LIGHT HAZARD, 0.10 GPM/SQ. FT. OVER THE MOST REMOTE 1,500 SQ. FT. INCLUDING 100
C. CORRIDORS, LOBBIES, OFFICES, STAIRS, COMMON AREAS AND SIMILAR SPACES:
SPRINKLERS. PROVIDE 250 GPM HOSE ALLOWANCE.
12 SPRINKLERS FLOWING WITH A MINIMUM OF 20 PSI AT HYDRAULICALY MOST REMOTE
STORED ON PALLETS OR RACKS IN 35 FOOT BUILDING. DESIGN AREA SHALL INLCUDE
STORAGE OF CLASSI-IV COMMODITIES AND CARTONED, UNEXPANDED PLASTICS
B. STORAGE AREAS IN BUILDING B - K-25.2 ESFR SPRINKLERS TO PROTECT 30 FOOT
OVER THE MOST REMOTE 1,500 SQ. FT. INCLUDING 250 GPM HOSE ALLOWANCE.
A. STORAGE SPACES IN BUILDING A: ORDINARY HAZARD GROUP 2, 0.20 GPM/SQ. FT.
FIRE SPRINKLER DESIGN DENSITIES:
C. ESFR SPRINKLERS: 100 SQ FT (10’ X 10’’)
B. LIGHT HAZARD: 225 SQ FT
A. ORDINARY HAZARD: 130 SQ FT
MAXIMUM COVERAGE AREA PER SPRINKLER:
ESFR FIRE SPRINKLERS FROM NFPA 13.
NO MORE THAN 18" BELOW ROOF DECK. COMPLY WITH OBSTRUCTION RULES FOR
BUILDING B STORAGE AREAS: K-25.2, ESFR, PENDENT WITH DEFLECTORS INSTALLED
CONCEALED ABOVE CEILING.
ORDINARY TEMPERATURE SPRINKLER WITH WHITE FINISH. INSTALL PIPING
AREAS WITH CEILINGS: QUICK RESPONSE, RECESSED PENDENT TYPE, K-5.6,
WITHIN 12" OF THE CEILING/DECK ABOVE
INTERMEDIATE TEMPERATURE. INSTALL SPRINKLERS ON EXPOSED BRANCH LINES
AREAS WITHOUT CEILINGS: QUICK RESPONSE, BRASS, UPRIGHT, K-5.6, ORDINARY OR
FIRE SPRINKLERS:
THREADED TEES.
C. SPRINKLERS ON BRANCH LINES SHALL BE INSTALLED USING 1/2", 3/4" OR 1" OUTLET
COUPLINGS.
ROLL GROOVED JOINTS USING RUBBER GASKETED VICTAULIC STYLE FITTINGS AND
B. STEEL PIPING 2-1/2" AND LARGER IN NOMINAL DIAMETER SHALL BE JOINED WITH
THREADED JOINTS USING CAST IRON FITTINGS AND COUPLINGS.
A. STEEL PIPING 2" AND SMALLER IN NOMINAL DIAMETER SHALL BE JOINED WITH
FITTINGS:
BETWEEN HANGERS.
1-1/2" AND LARGER: MINIMUM ONE HANGER PER LENGTH OF PIPE AND MAXIMUM 15’-0"
12’-0" BETWEEN HANGERS.
1-1/4" AND SMALLER PIPE: MINIMUM ONE HANGER PER LENGTH OF PIPE AND MAXIMUM
HANGERS SHALL MEET REQUIREMENTS OF NFPA 13:
PORTIONS OF FIRE SPRINKLER PIPING.
DRIPS ON DRY-SYSTEM) PER NFPA 13 TO FACILITATE DRAINAGE OF TRAPPED
INSTALL ALL PIPING PITCHED TO DRAIN. PROVIDE AUXILIARY DRAINS (WITH DRUM
WITNESSED AND APPROVED BY OWNER AND REXBURG FIRE DEPARTMENT.
13 AND RECOMMENDED BY EQUIPMENT MANUFACTURERS. ALL TESTING SHALL BE
CONTRACTOR SHALL PERFORM ALL TESTING AND COMMISSIONING REQUIRED BY NFPA
DATA FROM: REXBURG FIRE DEPARTMENT
FLOW: 1,000 GPM
RESIDUAL PRESSURE: 65 PSI
STATIC PRESSURE: 75 PSI
PURPOSES:
ENGINEER. THE FOLLOWING WATER SUPPLY MAY BE USED FOR ESTIMATING
PERSONNEL. SUBMIT A COPY OF THE FLOW TEST REPORT TO THE PROJECT
SCHEDULE ALL FLOW TESTS WITH APPROPRIATE FIRE AND/OR WATER DEPARTMENT
APPROPRIATE REDUCTION FACTORS TO ACCOUNT FOR SEASONAL VARIATIONS.
BEGINNING DESIGN OF THE FIRE SPRINKLER/STANDPIPE SYSTEM. APPLY
TEST IN ACCORDANCE WITH NFPA 291 AFTER AWARD OF THE CONTRACT BUT BEFORE
THE FIRE PROTECTION SUBCONTRACTOR SHALL PERFORM A FIRE HYDRANT FLOW
2" AND SMALLER - SCHEDULE 30
2-1/2" AND LARGER - SCHEDULE 10
ASTM A135 OR A795
ALL FIRE SPRINKLER PIPING SHALL BE STEEL PIPE CONFORMING TO ANSI/ASTM A53,
2
NTS NTS
RISER DETAIL - BUILDING B
NTS NTS
RISER DETAIL - BUILDING A
1
NTS NTS 3
FIRE SPRINKLER FLOOR CONTROL VALVE ASSEMBLY