HomeMy WebLinkAboutAPPROVED INFRASTRUCTURE PLANS - 22-00771 - U-Haul - Bldg A - InfrastructureAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Todd Smith Todd.Smith@rexburg.org 208-372-2181
Katie Saurey Katie.Saurey@rexburg.org 208-372-2167
Description : U-Haul - New Commercial Bldg A
Address : 328 N 2nd E
Record Type : New Commercial Building
Document Filename : 718081 UHaul Rexburg - Compiled Set Resubmittal 20221013.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 22-00610
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
T1.1 Stamp Todd Smith : Broadband Open 1 Approved - Broadband Inspector
T1.1 Stamp Stan Crittenden : Fire Open 1 Approved - Fire Dept
C5-11 Stamp Stan Crittenden : Fire Open 16 Approved - Fire Dept
T1.1 Stamp Katie Saurey : P&Z Open 1 Plan Received
C4-11 Stamp Joel Gray : PW Open 15 Approved - Public Works
New Commercial Building
Approval of plans does not constitute approval of variance from code
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
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CIVIL/LANDSCAPE:HLE, INC.101 S. PARK AVE #210IDAHO FALLS, ID 83402PHONE: 208-524-0212CONTACT: GILMORE JENKINSMECHANICAL/ PLUMBING:APEX ENGINEERINGPO BOX 5221BOISE, ID 83705PHONE: 208-914-5087CONTACT: CHAD PACKER FIRE PROTECTION:PROTECTION CONSULTANTS, INC.1199 SOUTH MAIN STREET, STE 101CENTERVILLE, UT 84014PHONE: 801-295-6070CONTACT: GREG JONES, P.E.OWNER:U-HAUL INT'L / AMERCO REAL ESTATE1545 W. BROADWAY STIDAHO FALLS, ID 83402PHONE: 208-881-7297CONTACT: DREX JOHNSONSTRUCTURAL:STRUCTURAL EDGE5509 N GLENWOOD STBOISE, ID 83714PHONE: 208-501-2289CONTACT: DAVID SANSOTTA, P.E.N NN.T.S.CONTRACTOR:BATEMAN HALL1405 FOOTE DRIVEIDAHO FALLS, ID 83402PHONE: 208-523-2681CONTACT: SHAY MOON
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BUILDINGHEIGHT / AREA SEPARATED MIXED OCCUPANCYSHOWROOM - M MERCANTILESTORAGE - S1 STORAGESTORIESHEIGHT (FT)AREA (SF / FLOOR)BUILDINGFIRST FLOORSTORAGESELF - STORAGE1ST FLOOR TOTAL2ND FLOOR TOTAL3RD FLOOR TOTALTOTAL ACTUAL1/343.53,09327,42033,41033,41033,410100,230
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OCCUPANCYSEPARATIONFIREPREVENTIONEGRESSOCCUPANT LOAD NO SEPARATION REQUIREDFIRE SPRINKLER(S)FIRE EXTINGUISHER(S)FIRE ALARM(S)LOCATIONBUILDINGFIRST FLOOR TOTALSECOND FLOOR TOTALEGRESSILLUMINATIONEXIT ACCESS 1 FOOT - CANDLE (11 LUX) MINOCCUPANCY:
M
COMMON PATH OF EGRESS TRAVEL (FT)EXIT ACCESS TRAVEL DISTANCE (FT)MAX DEAD END CORRIDOR (FT)REQUIREDPLUMPINGFIXTURESOCCU -PANTSSELF-STORAGE(S-1)WATERCLOSET3LAVA -TORIES3 2
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PROVIDED THR
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FIRE DEPT. CONNECTION TO BE PROVIDEDAREA30,85333,410 FAC
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117 MERCANTILE2,970MERCANTILE2,97060
5
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STORAGE1,460300
5
SELF-STORAGE8,632500
1
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STORAGE1,633300
6
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WAREHOUSE*18,788
*
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SELF-STORAGE9,261500
1
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WAREHOUSE*24,149
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THIRD FLOOR TOTAL33,410
1
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SELF-STORAGE9,371500
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WAREHOUSE*24,039
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PERMIT APPLICANT:UHC OF IDAHO8155 CHINDEN BLDGBOISE, ID 83714 STANDING SEAM METAL ROOF SYSTEMS:BUTLER (ROOF & PURLINS)Contact: Mike Coffeymdcoffey@butlermfg.com EXTERIOR DOORS:CLOPAY (OVERHEAD DOORS)Contact: Chris Remickcremick@clopay.comSTANLEY (SLIDING DOORS)Contact: Bill Gerardinwilliam.gerardin@sbdinc.comELECTRICAL:GRAYBARContact: Bruce Ledgerboardbruce.Iedgerwood@graybar.com STORAGE MATERIAL:MBCI (INT. & EXT METAL STUDS, D&UPANELS Contacts: Chris Robertschristopher.roberts@mbci.comJANUS (DOORS, TRIM & KICK PLATE)Contact: Beth Bryantbethb@janusintl.comDYNAMIC FASTENERS (ALL COLD-FORMEDSTEEL & SHEATHING FASTENERS)Contact: Jason RichardsonJasonRichardson@Dynamicfastener.com INSULATED METAL PANEL (IMP) &NON-INSULATED EXTERIORMETAL PANELS:ATASCONTACT: Minnie Roblesmrobles@atas.comMBCIContacts: Brian Garrybrian.garry@metlspan.com GALVANIZED REINFORCING:COMMERCIAL METAL COMPANYContact: Tim WollTim.Woll@cmc.comCOVERED PARKING CANOPIES:BAJA CARPORTSContact: Jeremy Cecacijeremy@bajacarsports.comBUILDING CANOPIES:(OTHER THAN AT STORAGE ENTRANCE)SKYSCAPE CANOPIESContact: Chase Kingchase@skypecanopies.comMECHANICAL:TRANE (EQUIPMENT)CONTACT: Chad Barnettchad.barnett2@trane.comAIR DISTRIBUTION CONCEPTS (FABRIC DUCT)Contacts: Chris Pavlatoscpav@adctubes.com EXTERIOR PRE-FABRICATED STORAGE LOCKERS:TRACHTECONTACT: Kirsten Menzieskmenzies@trachte.com MILLER BUILDINGSContacts: Louis GilmoreLouisGilmore@MillerBldgs.com
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NOTES
3
DATENO.
2
INITIALS
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AMERCO REAL ESTATE COMPANY
8
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
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1. THE PATH OF EXIT TRAVEL TO EXITS IN THE BUILDING SHALL BE IDENTIFIED BY EXIT SIGNSCONFORMING TO THE REQUIREMENTS OF I.F.C. EXIT SIGNS SHALL BE READILY VISIBLE FROMANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED, AS NECESSARY, TOCLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN100 FEET (30480 MM) FROM THE NEAREST VISIBLE SIGN.2. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE FACE OF ANEXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OFNOT LESS THAN 5-FOOT-CANDLES (54") FROM EITHER OF TWO ELECTRIC LAMPS.INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE AND BE LISTEDFOR THE PURPOSE.3. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL. SYSTEMFROM STORAGE BATTERIES, UNIT EQUIPMENT AND THE SYSTEM SHALL BE INSTALLED INACCORDANCE WITH THE ELECTRICAL CODE.4. ANY TIME A BUILDING OR PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF EGRESSSERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT THE INTENSITY OF NOT LESSTHAN 1 FOOT-CANDLE AT THE FLOOR LEVEL. THE POWER SUPPLY FOR MEANS OF EGRESSILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES OF ELECTRICAL SUPPLY.
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2'-10"1706 DOOR
TRAVEL DISTANCE TO EXIT = 98'-9"
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TRAVEL DISTANCE TO EXIT = 100'-9"
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R&D ARE
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104 SHOWROOM100TRAVEL DISTANCE TO EXIT = 172'-6"
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NOTES
3
DATENO.
2
INITIALS
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AMERCO REAL ESTATE COMPANY
8
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
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1. THE PATH OF EXIT TRAVEL TO EXITS IN THE BUILDING SHALL BE IDENTIFIED BY EXIT SIGNSCONFORMING TO THE REQUIREMENTS OF I.F.C. EXIT SIGNS SHALL BE READILY VISIBLE FROMANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED, AS NECESSARY, TOCLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN100 FEET (30480 MM) FROM THE NEAREST VISIBLE SIGN.2. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE FACE OF ANEXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OFNOT LESS THAN 5-FOOT-CANDLES (54") FROM EITHER OF TWO ELECTRIC LAMPS.INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE AND BE LISTEDFOR THE PURPOSE.3. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL. SYSTEMFROM STORAGE BATTERIES, UNIT EQUIPMENT AND THE SYSTEM SHALL BE INSTALLED INACCORDANCE WITH THE ELECTRICAL CODE.4. ANY TIME A BUILDING OR PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF EGRESSSERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT THE INTENSITY OF NOT LESSTHAN 1 FOOT-CANDLE AT THE FLOOR LEVEL. THE POWER SUPPLY FOR MEANS OF EGRESSILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES OF ELECTRICAL SUPPLY.
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TRAVEL DISTANCE TO EXIT = 172'-6"
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NOTES
3
DATENO.
2
INITIALS
4
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AMERCO REAL ESTATE COMPANY
8
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
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1. THE PATH OF EXIT TRAVEL TO EXITS IN THE BUILDING SHALL BE IDENTIFIED BY EXIT SIGNSCONFORMING TO THE REQUIREMENTS OF I.F.C. EXIT SIGNS SHALL BE READILY VISIBLE FROMANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED, AS NECESSARY, TOCLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN100 FEET (30480 MM) FROM THE NEAREST VISIBLE SIGN.2. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE FACE OF ANEXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OFNOT LESS THAN 5-FOOT-CANDLES (54") FROM EITHER OF TWO ELECTRIC LAMPS.INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE AND BE LISTEDFOR THE PURPOSE.3. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL. SYSTEMFROM STORAGE BATTERIES, UNIT EQUIPMENT AND THE SYSTEM SHALL BE INSTALLED INACCORDANCE WITH THE ELECTRICAL CODE.4. ANY TIME A BUILDING OR PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF EGRESSSERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT THE INTENSITY OF NOT LESSTHAN 1 FOOT-CANDLE AT THE FLOOR LEVEL. THE POWER SUPPLY FOR MEANS OF EGRESSILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES OF ELECTRICAL SUPPLY.
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Y
9
,
3
7
1
S
.
F
.
/
5
0
0
O
L
=
1
9
4
'
-
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1
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T
A
I
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2
'
-
1
0
"
1
7
0
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O
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2
'
-
1
0
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7
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1
0
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=
1
8
9
'
-
9
"
F
F
F
F
F
F
F
F
F
F
F
3
3
F
F
FTRAVEL DISTANCE TO EXIT = 172'-6"
3
2
5
'
-
6
1
4
"
B
U
I
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
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P
A
R
A
T
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O
F
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3
1
2
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A
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:
A
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:
P
R
O
F
E
S
S
I
O
N
A
L
S
E
A
L
:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
E
V
I
S
I
O
N
S
:
S
H
E
E
T
N
O
T
E
S
:
D
R
A
W
N
:
C
H
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C
K
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D
:
D
A
T
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:
S
H
E
E
T
C
O
N
T
E
N
T
S
:
AMERCO REAL ESTATE COMPANY
8
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.09.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
--
--
1
2
4
0
9
S
.
8
T
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7
7
4
5
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U
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3
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7
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A
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A
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L
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3
S
I
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A
D
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S
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:
A
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:
P
R
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F
E
S
S
I
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N
A
L
S
E
A
L
:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
E
V
I
S
I
O
N
S
:
S
H
E
E
T
N
O
T
E
S
:
D
R
A
W
N
:
C
H
E
C
K
E
D
:
D
A
T
E
:
S
H
E
E
T
C
O
N
T
E
N
T
S
:
AMERCO REAL ESTATE COMPANY
8
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
--
--
1
2
4
0
9
S
.
8
T
H
S
T
,
S
T
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2
0
1
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D
8
3
7
0
2
P
:
2
0
8
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1
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7
7
4
5
3
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A
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3
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3
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4
.
1
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3
FIRE RATED WALL ASSEMBLIESTILT UP CONCRETE WALL (2 HOUR)TYPE:CTEXTERIORINTERIORR-VALUE:----UL ASSEMBLY #:SEE NOTE 3TYPE:MP INSULATED METAL WALL PANEL AT EXTERIOR (2 HOUR)EXTERIORINTERIORR-VALUE:SEET1.1FURRING STRIPS AS REQUIR
E
D
UL ASSEMBLY #:W413TYPE:G CMU WALL ASSEMBLY (*)INTERIORINTERIORR-VALUE:----UL ASSEMBLY #:*SEE NOTE 5TYPE:H INTERIOR COLD FORMED STEEL WALL ASSEMBLY (1 HOUR)INTERIORINTERIORR-VALUE:----UL ASSEMBLY #:SEE NOTE 6TYPE:H1 INTERIOR COLD FORMED STEEL WALL ASSEMBLY (1 HOUR)INTERIORINTERIOR(STORAGE / AISLE SID
E
)
R-VALUE:----U-PANEL OR D-PANEL PER PL
A
N
S
UL ASSEMBLY #:SEE NOTE 6TYPE:H3 KICK PLATE (AISLE SIDE)INTERIOR COLD FORMED STEEL WALL ASSEMBLY (3 HOUR)INTERIORINTERIOR(STORAGE / AISLE SID
E
)
R-VALUE:----U-PANEL OR D-PANEL PER PL
A
N
S
UL ASSEMBLY #:UL W460 KICK PLATE (AISLE SIDE)
3
9
'
-
3
"
T
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(3) LAYERS OF 5/8" GYPSUMWALLBOARD (TYPE X)INSULATED METAL PANEL (IM
P
)
PER PLANSCOLD FORMED STEEL"C" GIRT PER PLANSCONCRETE MASONRY UNIT (
C
M
U
)
PER PLANS3-5/8" COLD FORMED STEEL
S
T
U
D
S
PER PLANS5/8" GYPSUM WALLBOARD (T
Y
P
E
X
)
BOTH SIDES3-5/8" COLD FORMED STEEL
S
T
U
D
S
PER PLANS(3) 5/8" LAYERS GYPSUM WAL
L
B
O
A
R
D
(TYPE X) BOTH SIDES 3-5/8" COLD FORMED STEEL
S
T
U
D
S
PER PLANS5/8" GYPSUM WALLBOARD (T
Y
P
E
X
)
BOTH SIDES REINFORCED CONCRETETILT-UP PANEL PER PLANS
1
/
2
"
=
1
'
-
0
"
S
C
A
L
E
B
U
I
L
D
I
N
G
S
E
C
T
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O
N
1
NOT USED
S
I
T
E
A
D
D
R
E
S
S
:
A
R
C
H
I
T
E
C
T
L
O
G
O
:
P
R
O
F
E
S
S
I
O
N
A
L
S
E
A
L
:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
E
V
I
S
I
O
N
S
:
S
H
E
E
T
N
O
T
E
S
:
D
R
A
W
N
:
C
H
E
C
K
E
D
:
D
A
T
E
:
S
H
E
E
T
C
O
N
T
E
N
T
S
:
AMERCO REAL ESTATE COMPANY
8
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
--
--
1
2
4
0
9
S
.
8
T
H
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4
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2
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NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
E
V
I
S
I
O
N
S
:
S
H
E
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T
N
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AMERCO REAL ESTATE COMPANY
8
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
--
--
1
2
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NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
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I
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I
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:
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0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
--
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1
2
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0
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NOTES
3
DATENO.
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2
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08.02.22 BG ADDENDUM 1
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--
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1
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3
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REXBURG, IDAHO
U-HAUL OF REXBURG
1
1
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
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)785-2977hleinc.com
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
GENERAL NOTES
C
2
GENERAL NOTES1. 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 CONSTRUCTION1. 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.
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3
4
0
3
(
2
0
8
)
5
2
3
-
4
5
6
7
W
A
T
E
R
C
O
N
S
T
R
U
C
T
I
O
N
1. Fi
n
a
l
a
p
p
r
o
v
a
l
a
n
d
a
c
c
e
p
t
a
n
c
e
o
f
a
l
l
w
a
t
e
r
c
o
n
s
t
r
u
c
t
i
o
n
w
i
l
l
b
e
b
y
t
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
G
P
u
b
l
i
c
W
o
r
k
s
D
e
p
a
r
t
m
e
n
t
.
2. N
o
c
o
n
s
t
r
u
c
t
i
o
n
s
h
a
l
l
b
e
g
i
n
b
e
f
o
r
e
t
h
e
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n
m
e
e
t
i
n
g
,
w
h
i
c
h
t
h
e
C
o
n
t
r
a
c
t
o
r
i
s
r
e
q
u
i
r
e
d
t
o
a
t
t
e
n
d
.
3.
W
a
t
e
r
i
n
s
p
e
c
t
i
o
n
s
w
i
l
l
b
e
b
y
t
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
G
P
u
b
l
i
c
W
o
r
k
s
D
e
p
a
r
t
m
e
n
t
a
n
d
t
h
e
i
r
d
e
c
i
s
i
o
n
s
h
a
l
l
b
e
c
o
n
s
i
d
e
r
e
d
f
i
n
a
l
.
4. A
l
l
s
e
r
v
i
c
e
l
i
n
e
s
s
h
a
l
l
b
e
N
S
F
6
1
a
p
p
r
o
v
e
d
P
o
l
y
t
u
b
i
n
g
a
n
d
i
n
s
t
a
l
l
e
d
u
s
i
n
g
t
h
e
f
o
l
l
o
w
i
n
g
o
r
e
q
u
a
l
.
A
l
l
s
e
r
v
i
c
e
l
i
n
e
s
s
h
a
l
l
b
e
i
n
s
t
a
l
l
e
d
t
o
e
n
s
u
r
e
e
l
e
c
t
r
i
c
a
l
c
o
n
t
i
n
u
i
t
y
f
o
r
t
h
e
f
u
l
l
l
e
n
g
t
h
o
f
t
h
e
s
e
r
v
i
c
e
l
i
n
e
s
u
p
t
o
w
a
t
e
r
m
e
t
e
r
.
T
h
e
u
s
e
o
f
c
o
u
p
l
i
n
g
s
f
o
r
s
e
r
v
i
c
e
l
i
n
e
s
s
h
a
l
l
b
e
r
e
s
t
r
i
c
t
e
d
f
r
o
m
b
e
i
n
g
u
s
e
d
.
S
e
r
v
i
c
e
l
i
n
e
s
s
h
a
l
l
b
e
o
n
e
-
i
n
c
h
(
1
"
)
o
r
o
n
e
a
n
d
o
n
e
-
h
a
l
f
(
1
.
5
"
)
u
n
l
e
s
s
o
t
h
e
r
w
i
s
e
d
i
r
e
c
t
e
d
b
y
t
h
e
D
e
p
a
r
t
m
e
n
t
o
f
W
a
t
e
r
.
5. T
h
e
h
o
r
i
z
o
n
t
a
l
s
e
p
a
r
a
t
i
o
n
o
f
t
h
e
w
a
t
e
r
a
n
d
s
e
w
e
r
m
a
i
n
s
s
h
a
l
l
b
e
a
m
i
n
i
m
u
m
o
f
t
e
n
f
e
e
t
(
1
0
'
)
.
W
h
e
r
e
i
t
i
s
n
e
c
e
s
s
a
r
y
f
o
r
s
e
w
e
r
,
s
t
o
r
m
d
r
a
i
n
o
r
i
r
r
i
g
a
t
i
o
n
(
n
o
n
-
p
o
t
a
b
l
e
l
i
n
e
s
)
a
n
d
w
a
t
e
r
t
o
c
r
o
s
s
e
a
c
h
o
t
h
e
r
a
n
d
t
h
e
n
o
n
-
p
o
t
a
b
l
e
l
i
n
e
i
s
l
e
s
s
t
h
a
n
e
i
g
h
t
e
e
n
i
n
c
h
e
s
(
1
8
"
)
b
e
l
o
w
,
o
r
t
h
e
n
o
n
-
p
o
t
a
b
l
e
l
i
n
e
i
s
a
b
o
v
e
t
h
e
w
a
t
e
r
m
a
i
n
,
t
h
e
n
o
n
-
p
o
t
a
b
l
e
l
i
n
e
s
h
a
l
l
b
e
P
V
C
p
r
e
s
s
u
r
e
p
i
p
e
c
o
n
f
o
r
m
i
n
g
t
o
A
W
W
A
C
-
9
0
0
a
n
d
w
a
t
e
r
t
i
g
h
t
j
o
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n
t
s
f
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r
a
d
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s
t
a
n
c
e
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f
t
e
n
f
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t
(
1
0
'
)
o
n
b
o
t
h
s
i
d
e
s
o
f
t
h
e
w
a
t
e
r
m
a
i
n
,
o
r
s
l
e
e
v
e
n
o
n
-
p
o
t
a
b
l
e
o
r
p
o
t
a
b
l
e
m
a
i
n
w
i
t
h
p
o
t
a
b
l
e
w
a
t
e
r
c
l
a
s
s
p
i
p
e
f
o
r
t
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n
(
1
0
)
f
e
e
t
e
i
t
h
e
r
s
i
d
e
o
f
c
r
o
s
s
i
n
g
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
S
e
c
t
i
o
n
5
4
2
.
0
7
o
f
t
h
e
I
d
a
h
o
P
u
b
l
i
c
D
r
i
n
k
i
n
g
W
a
t
e
r
S
t
a
n
d
a
r
d
s
.
O
n
e
f
u
l
l
l
e
n
g
t
h
o
f
b
o
t
h
w
a
t
e
r
m
a
i
n
a
n
d
n
o
n
-
p
o
t
a
b
l
e
l
i
n
e
s
h
a
l
l
b
e
c
e
n
t
e
r
e
d
o
v
e
r
t
h
e
c
r
o
s
s
i
n
g
p
o
i
n
t
s
o
t
h
a
t
b
o
t
h
j
o
i
n
t
s
w
i
l
l
b
e
a
s
fa
r
f
r
o
m
t
h
e
c
r
o
s
s
i
n
g
p
o
i
n
t
a
s
p
o
s
s
i
b
l
e
.
I
n
l
i
e
u
o
f
c
o
n
s
t
r
u
c
t
i
n
g
o
r
r
e
c
o
n
s
t
r
u
c
t
i
n
g
t
h
e
n
o
n
-
p
o
t
a
b
l
e
w
a
t
e
r
m
a
i
n
e
i
t
h
e
r
t
h
e
n
o
n
-
p
o
t
a
b
l
e
w
a
t
e
r
m
a
i
n
o
r
w
a
t
e
r
m
a
i
n
J
U
N
E
b
e
e
n
c
a
s
e
d
w
i
t
h
a
s
l
e
e
v
i
n
g
m
a
t
e
r
i
a
l
a
c
c
e
p
t
a
b
l
e
to
t
h
e
D
e
p
a
r
t
m
e
n
t
f
o
r
a
d
i
s
t
a
n
c
e
o
f
t
e
n
h
o
r
i
z
o
n
t
a
l
f
e
e
t
(
1
0
'
)
o
n
b
o
t
h
s
i
d
e
s
o
f
t
h
e
c
r
o
s
s
i
n
g
.
6. T
h
e
w
a
t
e
r
m
a
i
n
s
h
a
l
l
b
e
t
e
s
t
e
d
f
o
r
p
r
e
s
s
u
r
e
,
f
l
u
s
h
i
n
g
,
a
n
d
d
i
s
i
n
f
e
c
t
i
o
n
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
I
S
P
W
C
S
e
c
t
i
o
n
4
0
1
a
n
d
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
A
W
W
A
S
t
a
n
d
a
r
d
C
6
5
1
.
7.
W
a
t
e
r
m
e
t
e
r
s
a
n
d
a
l
l
r
e
l
a
t
e
d
a
p
p
u
r
t
e
n
a
n
c
e
'
s
,
i
n
c
l
u
d
i
n
g
r
a
d
i
o
r
e
a
d
h
a
r
d
w
a
r
e
,
w
i
l
l
b
e
p
r
o
v
i
d
e
d
b
y
t
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
G
W
a
t
e
r
D
e
p
a
r
t
m
e
n
t
a
t
t
h
e
r
e
q
u
e
s
t
e
r
'
s
e
x
p
e
n
s
e
.
8. T
h
e
p
a
v
i
n
g
c
o
n
t
r
a
c
t
o
r
s
h
a
l
l
s
e
t
a
n
d
p
o
u
r
c
o
n
c
r
e
t
e
c
o
l
l
a
r
s
o
n
a
l
l
v
a
l
v
e
s
a
n
d
m
a
n
h
o
l
e
s
p
e
r
I
S
P
W
C
S
t
a
n
d
a
r
d
D
r
a
w
i
n
g
S
D
-
4
0
5
.
9. D
o
n
o
t
r
e
i
n
s
t
a
l
l
o
r
l
e
a
v
e
i
n
-
p
l
a
c
e
d
a
m
a
g
e
d
p
i
p
e
d
.
10.
W
a
t
e
r
D
e
p
a
r
t
m
e
n
t
a
p
p
r
o
v
e
d
"
M
a
r
k
i
n
g
/
D
e
t
e
c
t
T
a
p
e
"
s
h
a
l
l
b
e
p
l
a
c
e
d
o
v
e
r
a
l
l
w
a
t
e
r
l
i
n
e
s
.
T
a
p
e
s
h
a
l
l
b
e
p
l
a
c
e
d
a
m
i
n
i
m
u
m
o
f
s
i
x
i
n
c
h
e
s
(
6
"
)
a
n
d
m
a
x
i
m
u
m
o
f
t
w
e
l
v
e
i
n
c
h
e
s
(
1
2
"
)
a
b
o
v
e
a
l
l
p
i
p
e
.
11.
A
l
l
w
a
t
e
r
s
e
r
v
i
c
e
s
s
h
a
l
l
b
e
r
e
c
o
n
n
e
c
t
e
d
t
o
e
x
i
s
t
i
n
g
s
e
r
v
i
c
e
l
i
n
e
s
.
12.
A
l
l
p
r
o
d
u
c
t
s
i
n
c
o
n
t
a
c
t
w
i
t
h
p
o
t
a
b
l
e
w
a
t
e
r
m
u
s
t
c
o
m
p
l
y
w
i
t
h
N
S
F
6
1
r
e
g
u
l
a
t
i
o
n
s
.
13. 1
2
g
a
u
g
e
w
i
r
e
s
h
a
l
l
b
e
s
h
i
e
l
d
e
d
a
n
d
t
a
p
e
d
t
o
w
a
t
e
r
l
i
n
e
.
14. T
h
r
u
s
t
b
l
o
c
k
s
s
h
a
l
l
b
e
i
n
s
t
a
l
l
e
d
p
e
r
t
h
e
l
a
t
e
s
t
e
d
i
t
i
o
n
o
f
I
S
P
W
C
S
D
-
4
0
3
.
R
E
X
B
U
R
G
P
U
B
L
I
C
W
O
R
K
S
J
O
E
L
G
R
A
Y
,
E
N
G
I
N
E
E
R
3
5
N
O
R
T
H
1
S
T
E
A
S
T
R
E
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
(
2
0
8
)
3
5
9
-
3
0
2
0
S
E
W
E
R
C
O
N
S
T
R
U
C
T
I
O
N
1.
F
i
n
a
l
a
p
p
r
o
v
a
l
a
n
d
a
c
c
e
p
t
a
n
c
e
o
f
a
l
l
s
e
w
e
r
c
o
n
s
t
r
u
c
t
i
o
n
w
i
l
l
b
e
b
y
t
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
G
P
u
b
l
i
c
W
o
r
k
s
D
e
p
a
r
t
m
e
n
t
.
2.
S
e
w
e
r
i
n
s
p
e
c
t
i
o
n
w
i
l
l
b
e
b
y
t
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
G
P
u
b
l
i
c
W
o
r
k
s
D
e
p
a
r
t
m
e
n
t
a
n
d
t
h
e
i
r
d
e
c
i
s
i
o
n
s
s
h
o
u
l
d
b
e
c
o
n
s
i
d
e
r
e
d
a
s
f
i
n
a
l
.
T
h
e
C
o
n
t
r
a
c
t
o
r
w
i
l
l
n
o
t
i
f
y
t
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
E
G
P
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4.
P
r
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F
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a
l
A
c
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f
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p
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,
a
w
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a
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o
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d
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c
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d
.
T
h
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t
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a
m
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m
u
m
o
f
t
w
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t
y
-
f
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r
(
2
4
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c
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s
.
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(
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6.
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(
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4
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7.
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h
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m
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m
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m
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f
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f
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t
(
1
0
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)
.
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8.
G
r
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d
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h
a
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9.
A
l
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S
a
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c
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n
t
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l
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t
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t
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o
n
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.
10.
T
h
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s
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w
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m
a
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n
s
h
a
l
l
b
e
t
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d
f
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d
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f
l
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t
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n
a
c
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n
c
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t
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.
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l
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l
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t
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11.
T
h
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C
o
n
t
r
a
c
t
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r
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h
a
l
l
l
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a
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.
12.
T
h
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C
o
n
t
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c
t
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h
a
l
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c
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t
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REXBURG, IDAHO
U-HAUL OF REXBURG
1
1
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
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)785-2977hleinc.com
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
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COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
civil & structural engineering
materials testing & land surveying
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U-HAUL OF REXBURG
1
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COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
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)785-2977hleinc.com
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
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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)785-2977hleinc.com
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REXBURG, IDAHO
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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)785-2977hleinc.com
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
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REXBURG, IDAHO
U-HAUL OF REXBURG
1
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COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
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)785-2977hleinc.com
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REXBURG, IDAHO
U-HAUL OF REXBURG
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COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
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)785-2977hleinc.com
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
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REXBURG, IDAHO
U-HAUL OF REXBURG
1
1
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
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)785-2977hleinc.com
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
STORM TECH DETAILS
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ACCEPTABLE FILL MATERIALS: STORM
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PLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A S
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NOTES:1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL
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C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THEEMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THECHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C'LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <3
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101 S. Park Avenue, Idaho Falls, ID 83402, (208)524-0212
800 W. Judicial Street, Blackfoot, ID 83221, (208)785-2977hleinc.com
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3
.
C
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O
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.
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4
.
F
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f
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d
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.
5
.
T
h
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6
.
P
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7
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8
.
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9
.
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1
0
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1
1
.
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1
4
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1
2
.
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1
3
.
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;
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1
4
.
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.
1
5
.
A
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1
6
.
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1
7
.
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1
8
.
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1
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.
2
0
.
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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)785-2977hleinc.com
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
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REXBURG, IDAHO
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civil & structural engineering
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800 W. Judicial Street, Blackfoot, ID 83221, (208)785-2977hleinc.com
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REXBURG, IDAHO
U-HAUL OF REXBURG
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COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
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)785-2977hleinc.com
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DATENO.
2
INITIALS
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08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
10.13.22 -CITY RESUBMITTAL 2
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DATENO.
2
INITIALS
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09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
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NOTES
3
DATENO.
2
INITIALS
4
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
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ROOF PLAN GENERAL NOTES
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A.CONTRACTOR SHALL INFORM OWNER OF ANY METAL COMPONENTS THAT ARE DAMAGED OR UNSUITABLE FOR NEW ROOF APPLI
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MATERIALS MUST BE INVENTORIED WITHIN 48 HOURS OF DELIVERY OR CONTRACTOR WILL BE LIABLE FOR COST ASSOCIATED WIT
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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, R
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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 REGIST
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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 PE
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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 PURL
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UNLESS NOTED OTHERWISE.
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DATENO.
2
INITIALS
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AMERCO REAL ESTATE COMPANY
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
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DATENO.
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NOTES
3
DATENO.
2
INITIALS
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AMERCO REAL ESTATE COMPANY
8
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
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NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
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:
AMERCO REAL ESTATE COMPANY
8
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
--
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NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
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:
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:
AMERCO REAL ESTATE COMPANY
8
7
1
8
0
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1
0
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1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
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(10 RISERS AT 6.40")
5'-4"
(10 RISERS AT 6.40")
6'-3"
(11 RISERS AT 6.81")
6'-3"
(11 RISERS AT 6.81")
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(10 RISERS AT 6.40")
5'-4"
(10 RISERS AT 6.40")
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(11 RISERS AT 6.81")
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(11 RISERS AT 6.81")
120B 220 320
2
A
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NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
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1
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0
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1
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2
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2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
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2
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9
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10'-1014"
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10'-4"
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6'-3"
(11 RISERS @ 6 13
16")
6'-3"
(11 RISERS @ 6 13
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5'-73 8"
(10 RISERS @ 6 3
4")
5'-05 8"
(9 RISERS @ 6 3
4")
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5'-73 8"
(10 RISERS @ 6 3
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5'-05 8"
(9 RISERS @ 6 3
4")
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NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
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:
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AMERCO REAL ESTATE COMPANY
8
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
--
--
1
2
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DATENO.
2
INITIALS
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
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11/29/2021 7:04:47 PM 11/29/2021 7:04:45 PM 11/29/2021 1:07:33 AM 11/29/2021 1:07:36 AM 11/29/2021 7:04:45 PM 11/29/2021 7:04:47 PM 11/29/2021 7:04:32 PM 11/29/2021 7:04:32 PM
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NOTES
3
DATENO.
2
INITIALS
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
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3
DATENO.
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11/29/2021 7:04:47 PM 11/29/2021 7:04:45 PM 11/29/2021 1:07:33 AM 11/29/2021 1:07:36 AM 11/29/2021 7:04:45 PM 11/29/2021 7:04:47 PM 11/29/2021 7:04:32 PM 11/29/2021 7:04:32 PM 11/29/2021 7:04:39 PM 11/29/2021 7:04:40 PM 11/29/2021 7:04:41 PM
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NOTES
3
DATENO.
2
INITIALS
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AMERCO REAL ESTATE COMPANY
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
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DOOR NOTES 1.ALL DOOR GLAZING SHALL BE TEMPERED SAFETYGLASS AND PERMANENTLY IDENTIFIED BY THEMANUFACTURER.2.LOCK & LATCH SETS SHALL HAVE LEVER DEVICESFOR USE BY THOSE WITH DISABILITIES.3.HAND ACTIVATED DOOR OPENGIN HARDWARE TOBE CENTERED @ 30" TO 44" A.F.F. & BE OPENEDWIHT A SINGLE EFFORT BY LEVER TYPE HARDWARE.4.MAXIMIUM EFFORT TO OPERATE SHALL NOTEXCEED 8.5 OUNDS FOR EXTERIOR DOORS AND 5POUNDS FOR INTERIOR DOORS.5.THE BOTTOM 10" OF ALL DOORS SHALL HAVE ASMOOTH UNINTERRUPTED SURFACE.6.ALL REQUIRED EXIT DOORSWAYS SHALL HAVE AMINIMU OF 32" CLEAR OPENING WITH THE DOOR @90° TO THE CLOSED POSITION.7.THE MAXIMUM HEIGHT OF THRESHOLD TO BE 12"MAX. VERTICAL CHANGE @ EDGE IS 14" WITH AMAXIMUM BEVEL OF 45°.8.IF A DOOR HAS A CLOSER, THEN THE SWEEPPERIOD OF THE CLOSER SHALL BE ADJUSTED SOTTHAT FROM AN OPEN POSITION OF 70°, THE DOORWILL TAKE AT LEAST 3 SECONDS TO MOVE TO APOINT 3" (75 MM) FROM THE LATCH, MEASURED TOTHE LEADING EDGE OF THE DOOR.9.VERIFY ALL DOOR OPENINGS BEFORE FABRICATION.10.EXISTING EGRESS DOORS SHALL RECEIVE J-TYPEHARDWARE AS REQUIRED.11.ALL DOORS USED FOR EGRESS PURPOSES MUST BEOPEN-ABLE FROM THE INSIDE WITHOUT USE OFSPECIAL KNOWLEDGE OR EFFORT.
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DATENO.
2
INITIALS
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
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NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
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:
AMERCO REAL ESTATE COMPANY
8
7
1
8
0
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1
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/
1
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/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
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13"x13" RETURNAIR FILTER BOX11/29/2021 7:04:47 PM 11/29/2021 7:04:45 PM 11/29/2021 1:07:33 AM 11/29/2021 1:07:36 AM 11/29/2021 7:04:45 PM 11/29/2021 7:04:47 PM 11/29/2021 7:04:32 PM 11/29/2021 7:04:32 PM 11/29/2021 7:04:39 PM 11/29/2021 7:04:40 PM 11/29/2021 7:04:41 PM 11/29/2021 7:04:43 PM
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NOTES
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DATENO.
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INITIALS
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CONCRETETILT. PANELPER PLANSSTEEL EMBEB PLATESPER STRUCTURAL PLANSCONCRETE SLAB SEESTRUCTURALVAPOR RETARDERSEE SPECS.CONCRETESLAB-ON-GROUNDPER STRUCTUALPLANS FINISHEDGRADECONCRETETILT PANELPER PLANSCONCRETE SLABSEE STRUCTURALVAPORRETARDERSEE SPECS.COARSEGRAVELSEE CIVILCONCRETE SLAB - ON- GROUND PERSTRUCTURAL PLANS FINISHEDGRADE SLOPE FLOOR ATSLIDER / SWING DOOR1/4" OVER THICKNESSOF CONC TILT-UPWALL
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1 1/2" = 1'-0"SCALEFLOOR SLAB DTL AT TILT UP CONCRETE PANEL71 1/2" = 1'-0"SCALEFLOOR SLAB DTL AT DOOR OPENING81" = 1'-0"SCALENOT USED9
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NOTES
3
DATENO.
2
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
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EXTERIOR METALWALL PANEL PERPLANSCONT. INSULATIONPER PLANSINTERIOR FURRING PERPLANS INTERIOR METAL WALLPANEL PER PLANS CONCRETESLAB-ON-DECK PERSTRUCTURAL PLANS INTERIOR METAL WALL PANEL PERPLANSFINISH, SEEPLANMULLION CLOSURETRIM PRECAST CONCRETEPANELDBL. SEALANT AND BACKERROD
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NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
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:
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:
AMERCO REAL ESTATE COMPANY
8
7
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2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
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11/29/2021 7:04:47 PM 11/29/2021 7:04:45 PM 11/29/2021 1:07:33 AM 11/29/2021 1:07:36 AM 11/29/2021 7:04:45 PM
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:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
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:
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AMERCO REAL ESTATE COMPANY
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
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END DAM OF LOUVER SILLBEYOND JAMB2 1/2" x 2 1/2" x 12 GAGALVANIZED ANGLEMBCI PANELYPER PLANSNOTE: DO NOT FASTENTHROUGH SILL PAN.SEALANT WITH BONDBREAKER TAPEUSE CLEAN ANDCONCEAL FASTENERUNDER FLASHINGCONTINUOUS BUTYLSEALANTFRAMED OPENINGTYPICALMBCI PANELPER PLANSEXPOSED SEALANTTYPICALDOOR/WINDOWFRAME TYPICALTYPICAL CONTINUOUSBUTYL SEALANT 1/4" - 14 HEX HEAD FASTENERSWITH WASHER FRAMED OPENINGTYPICALDOOR/WINDOWFRAME TYPICALFACTORY INSTALLED EPS FOAMEND DAM FOR PAPER CORE ONLYEXPOSED SEALANTTYPICALCONTINUOUS BUTYL SEALANTW/ MARRIAGE BEAD TOVERTICAL PANEL GASKET
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3" = 1'-0"SCALELOUVER SILL DETAIL73" = 1'-0"SCALEDOOR HEAD WITH DRIP83" = 1'-0"SCALEDOOR JAMB (2 PIECE FLASHING)8
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NOTES
3
DATENO.
2
INITIALS
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AMERCO REAL ESTATE COMPANY
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
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NOTES: FIRE RATED FLOORS ANDWALL; FILL CAVITY WITH MINERALWOOL AND SEAL WITH FIRE-RESISTANCE RATED PER PLANSSTEEL ANGLE COORDINATEWITH ELEVATOR MANUF. SIZEAND LOCATIONSILL ASSEMBLY BYELEVATORMANUFACTURERSTEEL ANGLE COORDINATEWITH ELEVATOR MANUF.SIZE AND LOCATION GROUTED SOLID BOND BEAM.WITH CONT. REINF. AS PERPLANS, SEE STRUCTURALFOR ADDITIONALINFORMATION.CONCRETE OVER STEELDECK WITH CONT. ANGLESEE STRUCTURAL.
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DATENO.
2
INITIALS
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09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
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NOTES
3
DATENO.
2
INITIALS
4
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AMERCO REAL ESTATE COMPANY
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
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NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
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AMERCO REAL ESTATE COMPANY
8
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
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'D' PANEL UH-01 W/ #8 SCREWUH-38W @ BOT. ANGLE & TOPANGLE @ 18" O.C.BOT. ANGLE UH-07 W/POWDER DRIVEN PINSUH-39 @ 15" O.C. (MAX.) &6" FROM END (MAX.)4" CEE UH-15 @ CORR'U' PANEL UH-02 W/#8 SCREW UH-38G @BOT. ANGLE, VERT.CEE &TOP CHANNEL
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:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
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S
:
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:
AMERCO REAL ESTATE COMPANY
8
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
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NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
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:
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:
AMERCO REAL ESTATE COMPANY
8
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
--
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3
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
36"
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. 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. REBAR IN SLABS ON GROUND THAT
ARE PROTECTED BY A VAPOR BARRIER AND/OR INSULATION DO NOT REQUIRE GALVANIZED REBAR.
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:
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
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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
N o .
D e s c r i p t i o n
D a t e
3
U H I C O M M E N T S / C I T Y R E S U B M I T T A L
0 9 .1 5 .2 0 2 2
3
3
09/27/2022
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.
3. SPECIAL INSPECTOR SHALL BE IDENTIFIED PER IBC SECTION 1704.2.1.SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
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SPECIAL INSPECTION
DNS
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06-06-22
SE21-437
U-HAUL OF REXBURG 328
N. 2ND E. REXBURG, ID
718081
N o .
D e s c r i p t i o n
D a t e
3
U H I C O M M E N T S / C I T Y R E S U B M I T T A L
0 9 .1 5 .2 0 2 2
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09/27/2022
7'-0"
8'
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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/
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SELF-STORAGE
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RM
FIRE RISER
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ELEVATORRESTROOM
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UP
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F12.5
LOAD BEARING WALLS, TYP.H SS4x4x 1 /4 W3 H SS6x6x 1 /4
F7
H SS6x6x 1 /4
F7HSS4x4x1/4
F5
H SS4x4x 1 /4
F4
H SS6x6x 1 /4 HSS6 x6x 1 /4 H SS6x6x 1 /4 H SS6x6x 1 /4
26
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9
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27
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F11
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F11
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F7
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F7
H SS6x6x 1 /4
F7
H SS6x6x 1 /4
F7
H SS6x6x 1 /4
F7
H SS6x6x 1 /4
F7
H SS6x6x 1 /4
F7
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F7
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S10.0
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S10.0
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S10.0
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S10.0
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S10.0
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80' - 0"
5
1
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1' - 11 1/2"
W3W3
10' - 4"
H SS6x6x 1 /2
F9 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4 F8
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F7
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S5.1
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S5.1
8
S5.1
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S5.1S8.0
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S5.2
TYP @ INT.
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S5.1 TYP
TYP
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W2.5
W2.5W2.5
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W2.5
W2.5
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99' - 0"
98' - 0"
T.O.F.
TYP
H SS6x6x 1 /4 H SS6x6x 1 /4 H SS6x6x 1 /4 H SS6x6x 1 /4
F6 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
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
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8
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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
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0 8 .1 6 .2 2
1 1
1
09/27/2022
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
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1
0
5x
5
5x
1
0
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p
1
1
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9
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10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
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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:
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
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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
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0 8 .1 6 .2 2
1
09/27/2022
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.
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1
1
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3
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4
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5
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7
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18
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23
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24
24
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28
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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 WALL
H SS6x6x 1 /4 H SS6x6x 1 /4 H SS6x6x 1 /2 HSS8 X8X3/8 H SS6x6x 1 /2 H SS6x6x 1 /2 H SS6x6x 1 /4 H SS6x6x 1 /4 H SS6x6x 1 /4 H SS6x6x 1 /4 H SS6x6x 1 /4 H SS6x6x 1 /4 H SS6x6x 1 /4 H SS6x6x 1 /4 H SS6x6x 1 /4 H SS6x6x 1 /4 S8.0
5S9.0
1
S9.0
4
1' - 0"
3' - 3"
11
S6.0 12
S6.0
13
S6.0
R E :/1 S6 .1 R E :/1 S6 .1 R E :/9 S6 .0 R E :/9 S6 .0 3
S6.0RE:/1 4 S6 .0 R E :/1 4 S6 .0 R E :/1 4 S6 .0 R E :/1 4 S6 .0 R E :/1 4 S6 .0 R E :/1 4 S6 .0 R E :/1 4 S6 .0 R E :/1 4 S6 .0 R E :/1 4 S6 .0 R E :/1 4 S6 .0
2
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)H SS6x6x 1 /4 H SS6x6x 1 /4 H SS6x6x 1 /2 HSS6 x6x 1 /4 HSS6 x6x 1 /4
1
S6.0
H SS6x6x 1 /4
11
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
"HSS6 x6x 1 /4 HSS6 x6x 1 /4 HSS6 x6x 1 /4 HSS6 x6x 1 /4
16
'
-
0
"HSS6 x6x 1 /2
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
)
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" CLR
R E :/1 2 S6 .0 R E :/1 4 S6 .0 R E :/1 4 S6 .0
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:
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
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C
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E
A
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A
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PH
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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
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D
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D a t e
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0 8 .1 6 .2 2
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09/27/2022
STAIR 1
220
STAIR 2
221
COMM
MOP/
208
SELF-STORAGE
212
ELEVATOR
UP
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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
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-
0
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29
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6
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30
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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:
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
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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
D a t e
1
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/
C
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S
U
B
M
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A
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0 8 .1 6 .2 2
1
09/27/2022
STAIR 1
220
STAIR 2
221
COMM
MOP/
208
SELF-STORAGE
212
ELEVATOR
UP
S
W
S
.
S
C
.
S
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E
L
E
V
A
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7
5
0
0
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
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13
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14
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23
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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 /4 HSS4 -1/2 X4 -1/2X1 /4 W1
8
x
3
5
HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4
W16x26 H SS 4 -1/2X4 -1/2X1 /4
HSS8x6x3/8
H SS6x6x 3 /8 H SS6x6x 3 /8 H SS6x6x 3 /8
B.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
S6.0HSS4-1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 1
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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:
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
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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
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B.9B.9
4
S6.2
TYP
4
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TYP
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TYP
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TYP
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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:
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
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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
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0 8 .1 6 .2 2
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09/27/2022
S
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STAIR 1
320
RESTROOM
306
STAIR 2
321
COMM
MOP/
308
SELF-STORAGE
312
ELEVATOR
UP
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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
.
H SS 4 -1/2X4 -1/2X1 /4
W16x26
W16x26
W1
8
x
3
5
HSS4 -1/2 X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 HSS8x6x3/8 H SS6x6x 3 /8 HSS4 -1/2 X4 -1/2X1 /4 56' - 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-1HSS4-1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 HSS4 -1/2 X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4 H SS 4 -1/2X4 -1/2X1 /4
W8X15
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:
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
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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
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D a t e
09/27/2022
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)
C
L
R
.
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"
C
L
R
.
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
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E
A
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8
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A
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IN
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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
D a t e
09/27/2022
#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:
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
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A
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1
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2
8
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I
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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
.
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D a t eNOT U S E D
09/27/2022
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
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E
A
L
E
S
T
A
T
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C
O
M
P
A
N
Y
DA
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I
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N
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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
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D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
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E
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R
IN
P
A
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T
N
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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
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D a t e
09/27/2022
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
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A
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O
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P
A
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Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
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A
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DA
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55
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9
N
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G
L
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W
O
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N
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,
I
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A
H
O
8
3
7
1
4
PH
O
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:
2
0
8
.
5
0
1
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2
2
8
9
RE
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T
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R
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P
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O
F
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S
S
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A
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G
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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
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D
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09/27/2022
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:
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
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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
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09/27/2022
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
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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
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1/
2
"
M
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CO
V
E
R
1/
2
"
M
I
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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:
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
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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
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1
09/27/2022
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
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A
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A
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
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A
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DA
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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
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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
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IN
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A
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S
H
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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
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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
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S
T
A
T
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C
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P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
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A
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DA
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S
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A
55
0
9
N
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G
L
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W
O
O
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T
R
E
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T
GA
R
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N
C
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,
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A
H
O
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3
7
1
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PH
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:
2
0
8
.
5
0
1
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2
2
8
9
RE
G
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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
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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
.
7 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4 5
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
HSS8x6x3/8 H SS6x6x 3 /8 H SS6x6x 3 /8 H SS6x6x 3 /8 3"10' - 0"10' - 0"3"
8
S8.1
7
S8.1
6
S8.1
10
S8.1
11
S8.1
31
31
DDHSS4x4x1/4 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4
C12x20.7
C9x13.4
H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4
C12x20.7
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
DDHSS4x4x1/4 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4 H SS4x4x 1 /4
F3
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
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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
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S
T
A
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P
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DA
V
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N
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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
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E
E
R
IN
P
A
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T
N
E
R
S
H
I
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W
I
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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
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09/27/2022
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
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
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1
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PH
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2
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8
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5
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1
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2
2
8
9
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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
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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
B
HSS6 x6x 3 /8 HSS6 x6x 3 /8 HSS6 x6x 3 /8 HSS6 x6x 3 /8
C1
0
x
1
5
.
3
C1
0
x
1
5
.
3
C1
0
x
1
5
.
3
C1
0
x
1
5
.
3
C 10x 15 .3
C10x15.3
C10x15.3
C10x15.3
C10x15.3
1
S9.0
1
S9.0TYP.HSS6 x6x 3 /8 HSS6 x6x 3 /8 HSS6 x6x 3 /8
11 12 13 14 15 16 17
AA
H SS6x6x 3 /8 H SS6x6x 3 /8 H SS6x6x 3 /8 H SS6x6x 3 /8 H SS6x6x 3 /8 H SS6x6x 3 /8 H SS6x6x 3 /8 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
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:
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
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8
9
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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
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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:
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
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9
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1
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PH
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2
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8
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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
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1
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/
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U
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0 8 .1 6 .2 2
1
1 1
1
1
09/27/2022
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
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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 & INSIDE
FACE OF PANEL
3/4" CHAMFER
EXT. FACE OF PANEL
EXT. FACE
OF PANEL
BOT. OF FORM & INSIDE
FACE OF PANEL
EXT. FACE
OF PANEL
JOINT, TYP.
3/4"
ROLL-UP DOOR JAMB
BOT. OF FORM & INSIDE
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 &
INSIDE FACE OF
PANEL
EXT. FACE
OF PANEL
3/4" CHAMFER, TYP.
3/4" CHAMFER,
TYP.
JO
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3/
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JAMB "J1"
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1
1
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"
8" 2 1/4"
(4) #5 VERT BARS
(2 EA. FACE)
#3 TIES SPACED
PER PLAN
JAMB "J3"
(25FT OPENING)
CV
R
.
T
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.
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
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.
T
YP
.
1
1
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"
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
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
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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
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMITTAL
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMITTAL
--
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMITTAL
--
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMITTAL
--
--
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DATENO.
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMITTAL
--
--
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2
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L
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p
e
x
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2
8
2
2
0
7
A
S
B
T
R
B
S
I
T
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A
D
D
R
E
S
S
:
E
N
G
I
N
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E
R
L
O
G
O
:
P
R
O
F
E
S
S
I
O
N
A
L
S
E
A
L
:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
E
V
I
S
I
O
N
S
:
S
H
E
E
T
N
O
T
E
S
:
D
R
A
W
N
:
C
H
E
C
K
E
D
:
D
A
T
E
:
S
H
E
E
T
C
O
N
T
E
N
T
S
:
AMERCO REAL ESTATE COMPANY
8
3
2
8
N
2
N
D
E
R
E
X
B
U
R
G
,
I
D
8
3
4
4
0
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMITTAL
--
--
--
--
U
-
H
A
U
L
M
O
V
I
N
G
A
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1
2
0
9
/
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5
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3
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C
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P
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1
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3
A
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1
2
3
4
5
6
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/
8
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=
1
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-
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A
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-
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1
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N
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K
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Y
N
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S
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1
0
0
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1
0
1
B
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E
A
K
R
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M
1
0
2
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&
D
A
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A
1
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4
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1
0
3
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p
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8
2
2
0
7
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S
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R
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I
T
E
A
D
D
R
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S
S
:
E
N
G
I
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O
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O
:
P
R
O
F
E
S
S
I
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N
A
L
S
E
A
L
:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
E
V
I
S
I
O
N
S
:
S
H
E
E
T
N
O
T
E
S
:
D
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A
W
N
:
C
H
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C
K
E
D
:
D
A
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:
S
H
E
E
T
C
O
N
T
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N
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:
AMERCO REAL ESTATE COMPANY
8
3
2
8
N
2
N
D
E
R
E
X
B
U
R
G
,
I
D
8
3
4
4
0
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMITTAL
--
--
--
--
U
-
H
A
U
L
M
O
V
I
N
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A
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1
2
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9
/
1
5
/
2
2
3
M
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C
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N
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A
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8
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8
1
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1
.
4
M
1
.
4
M
E
C
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A
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A
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1
8
0
8
1
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2
.
1
M
2
.
1
A
p
e
x
P
r
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j
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.
2
8
2
2
0
7
A
S
B
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R
B
S
I
T
E
A
D
D
R
E
S
S
:
E
N
G
I
N
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R
L
O
G
O
:
P
R
O
F
E
S
S
I
O
N
A
L
S
E
A
L
:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
E
V
I
S
I
O
N
S
:
S
H
E
E
T
N
O
T
E
S
:
D
R
A
W
N
:
C
H
E
C
K
E
D
:
D
A
T
E
:
S
H
E
E
T
C
O
N
T
E
N
T
S
:
AMERCO REAL ESTATE COMPANY
8
3
2
8
N
2
N
D
E
R
E
X
B
U
R
G
,
I
D
8
3
4
4
0
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMITTAL
--
--
--
--
U
-
H
A
U
L
M
O
V
I
N
G
A
N
D
S
T
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R
A
G
E
1
2
0
9
/
1
5
/
2
2
3
M
E
C
H
A
N
I
C
A
L
D
E
T
A
I
L
S
7
1
8
0
8
1
_
M
2
.
2
M
2
.
2
A
p
e
x
P
r
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j
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8
2
2
0
7
A
S
B
T
R
B
S
I
T
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A
D
D
R
E
S
S
:
E
N
G
I
N
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E
R
L
O
G
O
:
P
R
O
F
E
S
S
I
O
N
A
L
S
E
A
L
:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
E
V
I
S
I
O
N
S
:
S
H
E
E
T
N
O
T
E
S
:
D
R
A
W
N
:
C
H
E
C
K
E
D
:
D
A
T
E
:
S
H
E
E
T
C
O
N
T
E
N
T
S
:
AMERCO REAL ESTATE COMPANY
8
3
2
8
N
2
N
D
E
R
E
X
B
U
R
G
,
I
D
8
3
4
4
0
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMITTAL
--
--
--
--
U
-
H
A
U
L
M
O
V
I
N
G
A
N
D
S
T
O
R
A
G
E
1
2
0
9
/
1
5
/
2
2
3
PC OSTVSSPBPP JOSOS
P
r
o
j
e
c
t
N
o
.
2
2
A
P
1
1
I
d
a
h
o
P
E
#
:
P
-
1
7
1
7
2
S
I
T
E
A
D
D
R
E
S
S
:
E
N
G
I
N
E
E
R
L
O
G
O
:
P
R
O
F
E
S
S
I
O
N
A
L
S
E
A
L
:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
E
V
I
S
I
O
N
S
:
S
H
E
E
T
N
O
T
E
S
:
D
R
A
W
N
:
C
H
E
C
K
E
D
:
D
A
T
E
:
S
H
E
E
T
C
O
N
T
E
N
T
S
:
AMERCO REAL ESTATE COMPANY
8
3
2
8
N
2
N
D
E
R
E
X
B
U
R
G
,
I
D
8
3
4
4
0
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
--
--
U
-
H
A
U
L
M
O
V
I
N
G
A
N
D
S
T
O
R
A
G
E
1
2
3
L
M
E
L
M
E
E
L
E
C
T
R
I
C
A
L
L
E
G
E
N
D
S
A
N
D
N
O
T
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S
E
0
.
1
XXXXX
0
9
/
1
5
/
2
0
2
2
1
P
O
L
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B
A
S
E
D
E
T
A
L
2
L
I
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N
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C
O
N
T
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A
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C
3DOCK-LEVELER DETAIL
4
S
E
R
V
I
C
E
G
R
O
U
N
D
I
N
G
E
L
E
C
T
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P
r
o
j
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c
t
N
o
.
2
2
A
P
1
1
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d
a
h
o
P
E
#
:
P
-
1
7
1
7
2
S
I
T
E
A
D
D
R
E
S
S
:
E
N
G
I
N
E
E
R
L
O
G
O
:
P
R
O
F
E
S
S
I
O
N
A
L
S
E
A
L
:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
E
V
I
S
I
O
N
S
:
S
H
E
E
T
N
O
T
E
S
:
D
R
A
W
N
:
C
H
E
C
K
E
D
:
D
A
T
E
:
S
H
E
E
T
C
O
N
T
E
N
T
S
:
AMERCO REAL ESTATE COMPANY
8
3
2
8
N
2
N
D
E
R
E
X
B
U
R
G
,
I
D
8
3
4
4
0
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
--
--
U
-
H
A
U
L
M
O
V
I
N
G
A
N
D
S
T
O
R
A
G
E
1
2
3
L
M
E
L
M
E
E
L
E
C
T
R
I
C
A
L
S
C
H
E
D
U
L
E
S
A
N
D
D
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T
A
I
L
S
E
0
.
2
XXXXX
0
9
/
1
5
/
2
0
2
2
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
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
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
09
.
1
5
.
2
2
BG
UH
I
C
O
M
M
E
N
T
S
/
C
I
T
Y
R
E
S
U
B
M
I
I
T
A
L
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
3
LME
LME
SITE ELECTRICAL
PLAN
BUILDING A
E1.1
XXX
XX
09/15/2022
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
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
09
.
1
5
.
2
2
BG
UH
I
C
O
M
M
E
N
T
S
/
C
I
T
Y
R
E
S
U
B
M
I
I
T
A
L
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
3
LME
LME
SITE ELECTRICAL
PLAN
BUILDING B
E1.2
XXX
XX
09/15/2022
TRUE
NORTH
PROJECT
NORTH
1" = 30'
SCALESITE LIGHTING PHOTOMETRIC PLAN - BUILDING A 1
NN
GENERAL NOTESKEYNOTES
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
1.1
0.1
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
0.7
0.3
0.1
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
1.1
1.0
0.4
0.1
0.1
0.1
0.1
0.1
0.2
0.4
0.8
1.3
1.7
1.9
2.0
1.9
3.1
2.9
0.9
0.4
0.1
0.1
0.1
0.2
0.4
0.9
1.6
2.0
2.4
2.6
2.5
2.6
1.1
0.2
0.1
0.1
0.1
0.2
0.4
0.9
1.8
2.5
3.0
3.4
3.1
4.1
1.4
0.2
0.1
0.1
0.1
0.2
0.3
0.8
1.9
2.9
3.7
4.4
3.9
0.9
0.6
0.2
0.1
0.1
0.1
0.1
0.3
0.8
1.9
2.9
3.9
5.2
5.4
0.4
0.3
0.1
0.1
0.1
0.1
0.1
0.3
0.7
1.9
2.9
4.0
5.4
5.8
1.7
0.8
0.2
0.1
0.1
0.1
0.1
0.3
0.8
1.9
2.9
3.9
4.5
1.4
0.3
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
3.1
3.4
1.8
0.8
0.3
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
3.5
3.3
1.0
0.5
0.5
1.1
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
0.010.5 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
1.0
2.3
0.1
0.3
0.9
0.9
0.4
0.2
0.4
0.8
0.8
0.4
0.3
0.5
0.1
0.1
0.1
0.6
3.1
2.8
0.8
0.4
0.7
3.0
2.7
0.8
0.4
0.6
0.5
0.3
0.1
0.2
0.6
0.9
2.1
1.0
0.4
2.2
1.0
0.4
2.9
1.1
0.2
0.2
4.5
1.5
0.5
4.6
1.6
0.5
3.5
1.2
0.2
0.3
1.4
1.6
1.9
1.3
1.5
1.7
0.7
0.4
0.2
0.7
0.8
2.3
5.9
0.6
1.9
5.3
0.2
0.2
0.1
0.3
1.7
1.6
1.7
1.5
1.5
1.6
0.3
0.3
0.1
0.1
4.6
1.6
0.5
4.6
1.5
0.5
1.9
0.9
0.2
0.4
1.8
0.9
0.5
1.9
0.9
0.5
4.3
1.4
0.4
0.7
3.0
2.5
0.7
0.4
0.7
2.9
2.7
0.8
0.5
0.9
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
1.0
3.4
3.5
1.0
0.5
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
1.6
0.7
1.0
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
2.1
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
4.6
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
0.4
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
0.6
0.9
1.1
0.5
0.4
0.2
0.4
1.9
5.1
0.5
2.0
5.3
0.5
1.9
4.9
0.5
1.8
4.6
0.6
2.0
5.1
0.5
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
1.2
2.0
3.3
1.5
1.3
4.1
1.4
0.5
0.4
3.8
1.5
0.6
3.6
1.5
0.6
3.6
1.6
0.7
4.1
2.0
1.2
5.0
3.1
2.2
1.0
0.3
0.3
2.8
1.2
0.4
2.9
1.2
0.4
3.0
1.3
0.5
3.1
1.7
1.2
5.1
3.8
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
3.2
1.4
1.3
1.7
4.4
5.1
3.7
3.8
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
1.8
1.9
1.1
1.5
1.5
1.7
2.5
2.0
2.6
3.2
3.4
4.1
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
4.7
1.0
0.5
0.6
2.3
5.9
2.2
1.6
2.2
2.8
3.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
9.6
5.2
4.5
4.5
3.9
3.3
3.8
3.9
3.7
3.0
1.4
1.9
2.4
2.9
3.3
3.4
3.2
0.3
0.7
1.1
1.5
1.9
2.2
2.6
2.7
3.0
0.3
0.5
0.9
1.2
1.4
1.7
2.0
2.2
2.5
0.3
0.4
0.6
0.9
1.0
1.2
1.5
1.6
1.9
0.2
0.3
0.4
0.6
0.6
0.8
0.9
0.9
1.0
0.2
0.2
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.3
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.1
0.8
0.6
0.6
0.7
0.6
0.5
0.4
0.3
0.2
0.2
1.9
1.7
1.6
1.6
1.4
1.0
0.7
0.5
0.4
0.3
2.9
2.8
2.7
2.5
1.9
1.3
0.9
0.7
0.5
0.3
3.9
3.8
3.6
3.1
2.3
1.6
1.1
0.8
0.5
0.3
5.1
5.2
4.6
3.6
2.7
1.8
1.2
0.8
0.5
0.3
5.5
5.9
4.6
3.4
2.6
1.7
1.1
0.8
0.5
0.3
2.9
2.3
1.6
1.0
0.7
0.4
0.2
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 F1
F1
F1
F1
F1 F1
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
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
09
.
1
5
.
2
2
BG
UH
I
C
O
M
M
E
N
T
S
/
C
I
T
Y
R
E
S
U
B
M
I
I
T
A
L
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
1
2
3
LME
LME
SITE LIGHTING
PHOTOMETRIC
BUILDING A
E1.3
XXX
XX
09/15/2022
TRUE
NORTH
PROJECT
NORTH
1" = 30'
SCALESITE LIGHTING PHOTOMETRIC PLAN - BUILDING B 1
NN
GENERAL NOTESKEYNOTES
3.9
5.6
4.9
3.3
2.5
1.8
1.2
0.8
0.5
0.3
0.1
0.1
0.1
4.2
5.4
5.8
5.0
3.7
2.8
1.8
1.2
0.8
0.5
0.3
0.2
0.1
0.1
0.1
3.9
4.5
4.5
4.4
3.5
2.7
1.8
1.2
0.8
0.6
0.4
0.4
0.4
0.3
0.2
0.1
0.1
0.1
0.1
3.1
3.3
3.3
3.3
2.9
2.2
1.5
1.1
0.8
0.8
0.8
1.3
1.8
0.9
0.5
0.4
0.4
0.4
0.2
0.1
2.2
2.2
2.2
2.3
2.2
1.7
1.2
0.9
0.8
1.3
2.6
3.2
5.3
2.2
2.2
1.2
1.7
2.1
0.6
0.1
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
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.2
0.4
1.1
1.5
0.2
0.6
2.8
0.2
0.4
1.4
2.0
0.2
0.2
0.3
0.3
0.2
0.1
0.1
0.1
0.2
0.1
0.1
0.2
0.1
0.1
0.1
0.1
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
0.06.5
6.5
F1
F1
F1
F1
HB
F1
F1
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
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08.02.22 BG ADDENDUM 1
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
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StatisticsDescription
S
y
m
b
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l
A
v
g
M
a
x
M
i
n
M
a
x
/
M
i
n
A
v
g
/
M
i
n
FLOOR 1 CORRIDORS
1
.
3
f
c
2
.
9
f
c
0
.
2
f
c
1
4
.
5
:
1
6
.
5
:
1
FLOOR 2 CORRIDORS
1
.
4
f
c
3
.
0
f
c
0
.
3
f
c
1
0
.
0
:
1
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.
7
:
1
FLOOR 3 CORRIDORS
1
.
4
f
c
3
.
0
f
c
0
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3
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c
1
0
.
0
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1
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1
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.
2
2
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1
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#
:
P
-
1
7
1
7
2
S
I
T
E
A
D
D
R
E
S
S
:
E
N
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I
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O
G
O
:
P
R
O
F
E
S
S
I
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N
A
L
S
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L
:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
E
V
I
S
I
O
N
S
:
S
H
E
E
T
N
O
T
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S
:
D
R
A
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N
:
C
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C
K
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D
:
D
A
T
E
:
S
H
E
E
T
C
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N
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N
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S
:
AMERCO REAL ESTATE COMPANY
8
3
2
8
N
2
N
D
E
R
E
X
B
U
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G
,
I
D
8
3
4
4
0
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
--
--
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-
H
A
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E
S
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 0.41.1 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 0.41.2 1.5 0.8 0.8 0.5 0.51.3 1.6 1.0 1.0 0.7 0.71.5 1.7 1.2 1.3 1.0 1.01.7 1.8 1.5 1.6 1.3 1.31.9 2.0 1.8 1.8 1.6 1.62.0 2.0 2.0 2.0 1.8 1.82.0 2.0 1.9 2.0 1.8 1.81.8 1.8 1.8 1.8 1.7 1.61.5 1.5 1.5 1.5 1.4 1.41.1 1.2 1.2 1.2 1.1 1.10.9 0.9 0.9 0.9 0.9 0.90.6 0.7 0.7 0.7 0.8 0.70.5 0.5 0.6 0.6 0.7 0.60.5 0.5 0.5 0.5 0.7 0.60.4 0.5 0.5 0.5 0.8 0.70.5 0.5 0.6 0.5 0.9 0.80.6 0.6 0.7 0.6 1.1 0.90.8 0.8 0.8 0.8 1.2 1.01.0 1.0 1.1 1.1 1.3 1.6 1.8 1.8 1.6 1.3 1.01.3 1.3 1.4 1.4 1.3 1.6 1.8 1.8 1.6 1.3 1.01.6 1.6 1.7 1.7 1.2 1.51.8 1.8 1.8 1.9 1.1 1.31.8 1.8 1.8 1.9 0.9 1.11.7 1.7 1.7 1.7 0.8 0.91.4 1.4 1.4 1.4 0.7 0.71.1 1.1 1.1 1.1 0.6 0.60.8 0.9 0.9 0.9 0.6 0.60.7 0.7 0.7 0.7 0.6 0.60.6 0.6 0.6 0.6 0.7 0.70.5 0.6 0.6 0.6 0.9 0.90.6 0.6 0.7 0.6 1.1 1.10.6 0.7 0.7 0.7 1.4 1.40.8 0.8 0.9 0.9 1.7 1.71.0 1.0 1.1 1.1 1.9 1.91
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0
StatisticsDescription
S
y
m
b
o
l
A
v
g
M
a
x
M
i
n
M
a
x
/
M
i
n
A
v
g
/
M
i
n
FLOOR 1 CORRIDORS
1
.
3
f
c
2
.
9
f
c
0
.
2
f
c
1
4
.
5
:
1
6
.
5
:
1
FLOOR 2 CORRIDORS
1
.
4
f
c
3
.
0
f
c
0
.
3
f
c
1
0
.
0
:
1
4
.
7
:
1
FLOOR 3 CORRIDORS
1
.
4
f
c
3
.
0
f
c
0
.
3
f
c
1
0
.
0
:
1
4
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7
:
1
P
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e
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t
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.
2
2
A
P
1
1
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#
:
P
-
1
7
1
7
2
S
I
T
E
A
D
D
R
E
S
S
:
E
N
G
I
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O
G
O
:
P
R
O
F
E
S
S
I
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N
A
L
S
E
A
L
:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
E
V
I
S
I
O
N
S
:
S
H
E
E
T
N
O
T
E
S
:
D
R
A
W
N
:
C
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C
K
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D
:
D
A
T
E
:
S
H
E
E
T
C
O
N
T
E
N
T
S
:
AMERCO REAL ESTATE COMPANY
8
3
2
8
N
2
N
D
E
R
E
X
B
U
R
G
,
I
D
8
3
4
4
0
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
--
--
U
-
H
A
U
L
M
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4
.
5
XXXXX
0
9
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0
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0
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3
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3
3
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0
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0
StatisticsDescription
S
y
m
b
o
l
A
v
g
M
a
x
M
i
n
M
a
x
/
M
i
n
A
v
g
/
M
i
n
FLOOR 1 CORRIDORS
1
.
3
f
c
2
.
9
f
c
0
.
2
f
c
1
4
.
5
:
1
6
.
5
:
1
FLOOR 2 CORRIDORS
1
.
4
f
c
3
.
0
f
c
0
.
3
f
c
1
0
.
0
:
1
4
.
7
:
1
FLOOR 3 CORRIDORS
1
.
4
f
c
3
.
0
f
c
0
.
3
f
c
1
0
.
0
:
1
4
.
7
:
1
P
r
o
j
e
c
t
N
o
.
2
2
A
P
1
1
I
d
a
h
o
P
E
#
:
P
-
1
7
1
7
2
S
I
T
E
A
D
D
R
E
S
S
:
E
N
G
I
N
E
E
R
L
O
G
O
:
P
R
O
F
E
S
S
I
O
N
A
L
S
E
A
L
:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
E
V
I
S
I
O
N
S
:
S
H
E
E
T
N
O
T
E
S
:
D
R
A
W
N
:
C
H
E
C
K
E
D
:
D
A
T
E
:
S
H
E
E
T
C
O
N
T
E
N
T
S
:
AMERCO REAL ESTATE COMPANY
8
3
2
8
N
2
N
D
E
R
E
X
B
U
R
G
,
I
D
8
3
4
4
0
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
--
--
U
-
H
A
U
L
M
O
V
I
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3
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
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--
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3
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
--
--
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3
DATENO.
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMIITAL
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--
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMITTAL
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3
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMITTAL
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMITTAL
--
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMITTAL
--
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3
DATENO.
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07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMITTAL
--
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C
T
N
O
R
T
H
1
/
1
6
"
=
1
'
-
0
"
S
C
A
L
E
P
L
U
M
B
I
N
G
P
L
A
N
-
T
H
I
R
D
F
L
O
O
R
1
N
N
G
E
N
E
R
A
L
N
O
T
E
S
K
E
Y
N
O
T
E
S
G
E
N
E
R
A
L
N
O
T
E
S
K
E
Y
N
O
T
E
S
C
O
M
M
M
O
P
/
3
0
8
E
L
E
V
A
T
O
R
R
E
S
T
R
O
O
M
3
0
6
A
p
e
x
P
r
o
j
e
c
t
N
o
.
2
8
2
2
0
7
A
S
B
T
R
B
S
I
T
E
A
D
D
R
E
S
S
:
E
N
G
I
N
E
E
R
L
O
G
O
:
P
R
O
F
E
S
S
I
O
N
A
L
S
E
A
L
:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
E
V
I
S
I
O
N
S
:
S
H
E
E
T
N
O
T
E
S
:
D
R
A
W
N
:
C
H
E
C
K
E
D
:
D
A
T
E
:
S
H
E
E
T
C
O
N
T
E
N
T
S
:
AMERCO REAL ESTATE COMPANY
8
3
2
8
N
2
N
D
E
R
E
X
B
U
R
G
,
I
D
8
3
4
4
0
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMITTAL
--
--
--
--
U
-
H
A
U
L
M
O
V
I
N
G
A
N
D
S
T
O
R
A
G
E
1
2
0
9
/
1
5
/
2
2
3
P
L
U
M
B
I
N
G
P
L
A
N
-
T
H
I
R
D
F
L
O
O
R
7
1
8
0
8
1
_
P
1
.
3
P
1
.
3
OFFICE101 BREAKROOM102
R
&
D
A
R
E
A
1
0
4
RESTROOM103 SHOWROOM100
R
E
S
T
R
O
O
M
1
0
6
L
O
B
B
Y
1
1
0
E
Q
U
I
P
M
E
N
T
E
L
E
V
A
T
O
R
1
0
9
C
O
M
M
M
O
P
/
1
0
8
R
M
F
I
R
E
R
I
S
E
R
1
0
7
E
L
E
V
A
T
O
R
S
C
O
M
M
M
O
P
/
2
0
8
S
C
O
M
M
M
O
P
/
3
0
8
R
E
S
T
R
O
O
M
3
0
6
879
1
0
AB
A
B
G
E
N
E
R
A
L
N
O
T
E
S
K
E
Y
N
O
T
E
S
1
5
1
4
A
1
4
1
5
1
5
1
4
B
A
p
e
x
P
r
o
j
e
c
t
N
o
.
2
8
2
2
0
7
A
S
B
T
R
B
S
I
T
E
A
D
D
R
E
S
S
:
E
N
G
I
N
E
E
R
L
O
G
O
:
P
R
O
F
E
S
S
I
O
N
A
L
S
E
A
L
:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
E
V
I
S
I
O
N
S
:
S
H
E
E
T
N
O
T
E
S
:
D
R
A
W
N
:
C
H
E
C
K
E
D
:
D
A
T
E
:
S
H
E
E
T
C
O
N
T
E
N
T
S
:
AMERCO REAL ESTATE COMPANY
8
3
2
8
N
2
N
D
E
R
E
X
B
U
R
G
,
I
D
8
3
4
4
0
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMITTAL
--
--
--
--
U
-
H
A
U
L
M
O
V
I
N
G
A
N
D
S
T
O
R
A
G
E
1
2
0
9
/
1
5
/
2
2
3
P
L
U
M
B
I
N
G
E
N
L
A
R
G
E
D
P
L
A
N
S
7
1
8
0
8
1
_
P
2
.
1
P
2
.
1
1
A
p
e
x
P
r
o
j
e
c
t
N
o
.
2
8
2
2
0
7
A
S
B
T
R
B
S
I
T
E
A
D
D
R
E
S
S
:
E
N
G
I
N
E
E
R
L
O
G
O
:
P
R
O
F
E
S
S
I
O
N
A
L
S
E
A
L
:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
R
E
V
I
S
I
O
N
S
:
S
H
E
E
T
N
O
T
E
S
:
D
R
A
W
N
:
C
H
E
C
K
E
D
:
D
A
T
E
:
S
H
E
E
T
C
O
N
T
E
N
T
S
:
AMERCO REAL ESTATE COMPANY
8
3
2
8
N
2
N
D
E
R
E
X
B
U
R
G
,
I
D
8
3
4
4
0
7
1
8
0
8
1
0
8
/
1
6
/
2
0
2
2
07.18.22 BG BID SET
08.02.22 BG ADDENDUM 1
08.16.22 BG ARCHITECTURAL UPDATES / CITY SUBMITTAL
09.15.22 BG UHI COMMENTS / CITY RESUBMITTAL
--
--
--
--
U
-
H
A
U
L
M
O
V
I
N
G
A
N
D
S
T
O
R
A
G
E
1
2
0
9
/
1
5
/
2
2
3
P
L
U
M
B
I
N
G
D
E
T
A
I
L
S
7
1
8
0
8
1
_
P
2
.
2
P
2
.
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"1
"
2"2"2"2"2"
2"2"
2"2"2"2"
2"2"
2"2"2"2"
2"2"2"
2"1-1/2"1-1/2"
1-1/2"
1-1/2"1-1/2"
1-1/2"
4
"
4
"
4"4"4"
UP
SWS.
S
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
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
N
O
T
E
S
3
D
A
T
E
N
O
.
2
I N
I T
I A
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
10/13/2022
-
-
-
-
-
-
-
-
-
-
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
GTJ
GTJ
10/13/2022
0
9
.
1
4
.
2
0
2
2
G
T
J
C
I T
Y
S
U
B
M
I T
T
A
L
1
0
.
0
5
.
2
0
2
2
G
T
J
C
I T
Y
R
E
S
U
B
M
I T
T
A
L
1
0
.
1
3
.
2
0
2
2
G
T
J
C
I T
Y
R
E
S
U
B
M
I T
T
A
L
2
3
6
5
11
1
15
15
" 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
3
3
4
4
15
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
S
W
S
.
C
.
S
.
S
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
N
O
T
E
S
3
D
A
T
E
N
O
.
2
I N
I T
I A
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
09/15/2022
-
-
-
-
-
-
-
-
-
-
-
-
-
-
U-HAUL MOVING
AND STORAGE
XX A1
NAME.DWG
XX A1
NAME.DWG
XX A1
NAME.DWG
XX A1
NAME.DWG
GTJ
GTJ
09/15/2022
9
.
1
5
.
2
2
G
T
J
U
H
I
C
O
M
M
E
N
T
S
/
C
I T
Y
R
E
S
U
B
M
I T
T
A
L
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
"
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PH: (602) 263-6502
PHOENIX, ARIZONA 85004
2727 NORTH CENTRAL AVENUE
CONSTRUCTION DEPARTMENT
328 N 2ND E
REXBURG, ID 83440
718081
09/15/2022
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" 32
3 1’-0"
FIRE SPRINKLER PLAN - BUILDING A LEVEL 3
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OF EXIT STAIR
VERTICAL STANDPIPE INSTALLED IN CORNER
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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
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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
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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:
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SHEET NOTES:
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CHECKED:
DATE:
SHEET CONTENTS:
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PH: (602) 263-6502
PHOENIX, ARIZONA 85004
2727 NORTH CENTRAL AVENUE
CONSTRUCTION DEPARTMENT
328 N 2ND E
REXBURG, ID 83440
718081
09/15/2022
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U-HAUL MOVING
AND STORAGE
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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"
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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 -
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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 -
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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
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THE FLOOR.
FIRE SPRINKLERS) SHALL BE INSTALLED AT A MINIMUM ELEVATION OF 10’-6" ABOVE
BELOW DOOR. ALL PIPING WITHIN ROOM (EXCEPT DROPS TO SINGLE SIDEWALL
SIDEWALL FIRE SPRINKLERS INSTALLED BELOW EDGE OF DOOR TO PROTECT
PIPING SHALL BE RUN AROUND PERIMETER OF FOOTPRINT OF OPEN DOOR WITH
PER NFPA 13 8.7.5.3.2. DUE TO LACK OF SPACE ABOVE OVERHEAD DOOR, ALL
INSTALL ADDITIONAL FIRE SPRINKLERS TO PROTECT BELOW OVERHEAD DOORS
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GENERAL NOTES - FIRE PROTECTION
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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
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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
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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,
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NTS NTS
RISER DETAIL - BUILDING B
NTS NTS
RISER DETAIL - BUILDING A
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NTS NTS 3
FIRE SPRINKLER FLOOR CONTROL VALVE ASSEMBLY
3