HomeMy WebLinkAboutPLANS - 22-00694 - U-Haul Bldg B - New CommercialB
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2017 IDAHO (UNIFORM) PLUMBING CODE2018 IDAHO FIRE CODE (IFC) W/ AMENDMENTS2017 NATIONAL ELECTRICAL CODE (NEC)2018 MECHANICAL CODE (IMC) W/ AMENDMENTS2018 FUEL AND GAS CODE (IFGC), W/ AMENDMENTS U-HAUL INTERNATIONALU-HAUL MOVING & STORAGE382 N. 2ND EREXBURG, ID 83440AERIAL MAP
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CIVIL/LANDSCAPE:HLE101 S. PARK AVE #210IDAHO FALLS, ID 83402PHONE: 208-524-0212CONTACT: GILMORE JENKINSAND SCOTT DRESSENMECHANICAL/ 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 ESTATE2727 N. CENTRAL AVE.PHOENIX, AZ 85004PHONE: 602-263-6502STRUCTURAL:STRUCTURAL EDGE5509 N GLENWOOD STBOISE, ID 83714PHONE: 208-501-2289CONTACT: DAVID SANSOTTA, P.E.N NN.T.S.50
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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
4
5
6
7
1
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I
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S
:
S
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:
AMERCO REAL ESTATE COMPANY
8
3
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2
N
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3
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4
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7
1
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8
/
0
2
/
2
0
2
2
09.14.2022 CITY SUBMITTAL
-
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TRAVEL DISTANCE TO EXIT = 157'-6"
TRAVEL DISTANCE TO EXIT = 89'-0"
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)
EGRESS NOTES 1. THE PATH OF EXIT TRAVEL TO EXITS IN THE BUILDING SHALL BE IDENTIFI
E
D
B
Y
E
X
I
T
S
I
G
N
S
CONFORMING TO THE REQUIREMENTS OF I.F.C. EXIT SIGNS SHALL BE R
E
A
D
I
L
Y
V
I
S
I
B
L
E
F
R
O
M
ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED, AS NEC
E
S
S
A
R
Y
,
T
O
C
L
E
A
R
L
Y
INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MOR
E
T
H
A
N
1
0
0
F
E
E
T
(30480 MM) FROM THE NEAREST VISIBLE SIGN.2. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN
T
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F
A
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E
O
F
A
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SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN I
N
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N
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T
LESS THAN 5-FOOT-CANDLES (54") FROM EITHER OF TWO ELECTRIC LAM
P
S
.
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ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE AND BE LI
S
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PURPOSE.3. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECT
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.
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M
FROM STORAGE BATTERIES, UNIT EQUIPMENT AND THE SYSTEM SHALL
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DATENO.
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NOTES
3
DATENO.
2
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150A150B11/29/2021 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
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:
NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
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I
S
I
O
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:
S
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:
AMERCO REAL ESTATE COMPANY
8
3
2
8
N
2
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--
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FLUSH MOUNTEDWALL GIRT
F
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3
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9
FLUSH MOUNTEDWALL GIRT
2
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x
1
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2
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P
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A
L
S
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A
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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
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E
T
N
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:
D
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:
D
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:
S
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:
AMERCO REAL ESTATE COMPANY
8
3
2
8
N
2
N
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B
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,
I
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8
3
4
4
0
7
1
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1
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/
2
0
2
2
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--
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7
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4
5
WINDOW FRAMEWINDOW FRAME
F
L
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A
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L
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I
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FLUSH WALL GIRT
T
Y
P
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C
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D
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C
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:
3
"
=
1
'
-
0
"
WINDOW FRAMEF
L
U
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A
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:
3
"
=
1
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TYP
(ROUGH OPENING)
3
"
=
1
'
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0
"
S
C
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@
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2
3" = 1'-0"SCALESECTION AT SIDE OF WINDOW FRAME3 3" = 1'-0"SCALESECTION44"1'-0"118"2"1'-6"1'-8"
1
'
-
6
"
4"
1
'
-
8
"
2
"
4"6'-81
4"1'-0"
1'-0"8'-014"
1
'
-
8
"
2
"
23 4"118"12"TRIM NAILER FLANGE ASREQUIRED TO ALLOW FRAMETO FIT TIGHT AGAINST 2x1/2CENTER TUBE (TYP EAWINDOW)CAULK AROUND WINDOWAS REQ'D TO MAKE AWATERPROOFCONNECTION2x1/2 CENTERTUBE COLD FORMEDBENT COVERSCREW WINDOW FRAMETO CENTER TUBE (TYP)4x2 CEE AT BOTTOMOF OPENING12x2 CEE (TYP U.N.O.)CEE EACH SIDE OFWINDOW. INSTALL BACKTOWARDS WINDOW. DEPTHTO MATCH WALL GIRT.NOTCH TOP AND BOTTOMTO INSTALL FLUSH WITHWALL GIRT.COLD-FORMED STEELBENT PL ALL AROUND
M
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NOTES
3
DATENO.
2
INITIALS
4
5
6
7
1
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:
AMERCO REAL ESTATE COMPANY
8
3
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4
5
FINISHGRADE2' - 0"SEE NOTE BELOW 40'± (MAX)EXTERIOR GRADE EQUAL TO TOP OF LOADING DOCK 10.5%±FIELD VERIFY
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NOTES
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DATENO.
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GENERAL STRUCTURAL NOTES
GOVERNING CODES
NOTES:
1. FOR PIPING OR OTHER UTILITIES ALONGSIDE OR PENETRATING THROUGH FOUNDATION WALLS, RE: .
2. 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.
STRUCTURAL DESIGN CRITERIA
FLOOR DEAD LOAD
(psf)
LIVE LOAD
(psf)
CONCENTRATED LOAD
(lbs)
ROOF DEAD LOAD
(psf)
LIVE LOAD
(psf)
SNOW
WIND
SEISMIC
N/A12550STORAGE
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
CONCENTRATED LOAD
(lbs)
105 mph (3 SEC. GUST)
1.0
C
BASIC WIND SPEED
WIND IMPORTANCE FACTOR
WIND EXPOSURE
Ie = 1.0
Ss = 0.370
S1 = 0.143
C
SDS = 0.371
SD1 = 0.221
SEISMIC IMPORTANCE FACTOR
MAPPED SPECTRAL RESPONSE ACCELERATIONS
SITE CLASS
SPECTRAL RESPONSE COEFFICIENTS
DESIGN LOADS
GEOTECHNICAL
STRUCTURAL DESIGN BASED ON:
CODE ALLOWED MINIMUMS/MAXIMUMS.
MAXIMUM FOUNDATION SOIL BEARING PRESSURE:
EXTERIOR FOOTINGS SHALL BE FOUNDED BELOW
THE ADJACENT FINISHED GROUND,
(MEASURED FROM BOTTOM OF FOOTING), A MINIMUM OF:
REPORT # / BY
SPREAD FOOTINGS = 1500 psf
30"
DATE
No. E212541g
ATLAS NOV 8, 2021
CODE REGULATION / REQUIREMENT CODE REFERENCE
ASCE 7-16MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
ACI 318-14BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
TMS 402/602-16BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES
AISC 360-16SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
AISI S200-15NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING - GENERAL PROVISIONS
NDS-2018NATIONAL DESIGN SPECIFICATIONS FOR WOOD 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 HY-200*EPOXY ANCHORS ICC-ES REPORT ESR-3187
HILTI KWIK BOLT TZ*EXPANSION ANCHORS ICC-ES REPORT ESR-1917
HILTI HY-270*ICC REPORT #2682
UNGROUTED CMU CELLS
HILTI HY-270 W/ HIT-IC INSERT
ICC REPORT #2682
CONCRETE OR GROUTED
CMU CELLS HILTI KWIK/HUS-EZ*ICC ESR-3027 AND
ESR-3056
CONCRETE
GROUTED CMU CELLS
CONCRETE MIX DESIGN
MIN. CEMENT
AND W/C RATIO
(PER CUBIC YARD)
REINFORCING CONCRETE COVER
ASTM A615DEFORMED BARS 60
WELDED WIRE FABRIC (WWF)
ICC REPORT #2495
MIX DESIGN SHALL BE ESTABLISHED IN ACCORDANCE TO CHAPTER 19 OF ACI 318.
NOTES:
1. 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.
2. MECHANICALLY VIBRATE ALL CONCRETE PLACEMENTS, EXCEPT SLABS, GREATER THAN 5" THICK.
3. AT SLAB RE-ENTRANT CORNERS AND FLOOR PENETRATIONS, RE: .
4. ALL REBAR IN CONCRETE EXPOSED TO EARTH SHALL BE GALVANIZED.
520 lbs. / 0.45 W/CINT. SLAB ON GROUND
LOCATION / USE
OR TYPE
28 DAY
STRENGTH
ENTRAINED AIR
(3% MAX. IN NON-
AIR ENTRAINED
CONCRETE)
MAXIMUM SLUMP
LAP / COUPLER SPLICE
6" MAX.
* 2" to 4" SLUMP BEFORE
ADDITION OF PLASTICIZER
f´c = 4000 psi- - -
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
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"
WITH
PLASTICIZER
CEMENT TYPE
- - -500 lbs. / 0.50 W/C 8" MAX.*
RETAINING WALLS 8" MAX.*
8" MAX.*
FOOTINGS
FOUNDATIONS
SITE ELEMENTS
SLABS
I/II
I/II
I/II
I/II
NO
PLASTICIZER
ANCHORS
GENERAL
6% (± 11/2%)
4" (± 1")
4" (± 1")
4" (± 1")
f´c = 3500 psi
f´c = 3500 psi
f´c = 3500 psi
1. GENERAL STRUCTURAL NOTES ARE INTENDED TO HIGHLIGHT OR IN SOME CASES SUPPLEMENT PROJECT
SPECIFICATIONS. WHEN CONFLICTS BETWEEN THESE DOCUMENTS OCCUR, THE MORE STRINGENT OF THESE SHALL
TAKE PRECEDENCE.
2. REFERENCE CIVIL DRAWINGS FOR BUILDING LOCATION AND ORIENTATION ON THE SITE.
3. 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.
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 2018 IBC SECTION 107.3.4.1 BEFORE INSTALLATION.
• THE FOLLOWING ITEMS ARE DEFERRED SUBMITTALS:
1. PRE-ENGINEERED METAL BUILDING SHELL
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)
6% (± 11/2%)
FOUNDATION AND SLAB
BASE REQUIREMENTS:
FOOTINGS: BEAR ON ENGINEERED FILL OR UNDISTURBED NATIVE SOILS.
SLABS: PLACE OVER VAPOR BARRIER, OVER 4" OF 3/4" MINUS CRUSHED BASE, OVER ENGINEERED
FILL OR UNDISTURBED NATIVE SOILS. OMIT VAPOR BARRIER IN AREAS WITHOUT MOISTURE
SENSITIVE FLOOR COVERINGS, OR AS SHOWN BY ARCHITECT.
VAPOR BARRIER: 15 MIL EXTRUDED POLYOLEFIN MEMBRANE
FLAT ROOF (SEE PEMB DRAWINGS)- - - - 20 (SEE SNOW CRITERIA) N/A
8" MAX.*
#5 AND SMALLER:
#6 AND LARGER: 2"
SLABS & WALLS:
INTERNATIONAL BUILDING CODE
/8 S0.2
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
500 lbs. / 0.50 W/C
500 lbs. / 0.50 W/C
EXT. SLABS 6" MAX.I/II8" MAX.*f´c = 4000 psi6% (± 11/2%)520 lbs. / 0.45 W/C
/6 S0.2
/1 S0.2
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.
600T150-54
TOP & BOT. TRACK
CONTINUOUS
METAL TRACKS
600S162-54 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
USE METAL TRACK FOR A BOX BEAM
2" @ 12" O.C.
MATCH STUD GAUGE MID WALL HEIGHT OR 8'-0" O.C. MAX.
4' - 0" O.C.LOAD BEARING 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:
• PROVIDE CONTINUOUS BLOCKING AT ALL PANEL EDGES IN WALLS.
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
12" O.C. EA. LEG/LAP#10 SCREWS
ALL STEEL WORK SHALL CONFORM WITH AISC SPECIFICATIONS.
CONNECTIONS
ASTM A992WIDE FLANGE SHAPES
OTHER ROLLED SHAPES
STRUCTURAL AND MISCELLANEOUS STEEL
STEEL MEMBERS
STANDARD (U.N.O.)LOCATION / USE OR TYPE GRADE
ASTM A36
STRUCTURAL HSS TUBING ASTM A500 B
- - -
- - -
DESIGN REQUIREMENT / REFERENCE
SEE PLANS
SEE PLANS
SEE PLANS
LOCATION / USE STANDARD OR MFR.TYPE
1 ALL BOLT CONNECTIONS TO BE SNUG TIGHT (EXCEPT BOLTS NOTED AS S.C. BOLTS). ALL S.C. BOLTS TO BE FULLY
TIGHTENED AND PROVIDED WITH LOAD INDICATOR WASHERS.
2 AUTOMATICALLY END WELDED.
OPTION
STEEL TO STEEL
ASTM A325BOLTS 1
E70 ELECTRODESWELDS
- - -
E60 ELECTRODES
(METAL 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
• JOIST DEPTH SHALL NOT EXCEED DEPTH INDICATED ON ROOF FRAMING PLAN.
STEEL JOISTS - - -- - -
UNIFORM AND CONCENTRATED LOADS / INDICATED
ON ROOF FRAMING PLAN AND ROOF NOTES
GALVANIZED
STEEL DECKING
TYPELOCATION / USE
2W DECK
FINISH
ROOF DECK
FLOOR DECK
PAINTED1-1/2" DGB-36 DECK
OPENING REINFORCEMENT
MANUFACTURER
ASC PROFILES, INC.
ASC PROFILES, INC.
GAUGE
20GA.
20GA.
• ROOF DECK AND FLOOR DECK TO BE CONTINUOUS FOR 2 OR MORE SPANS.
• PROVIDE COPY OF ICC EVALUATION REPORT WITH ROOF DECK AND FLOOR DECK SHOP DRAWINGS.
• (EQUIVALENT ALTERNATES WILL BE ALLOWED UPON REQUEST WITH VALID ICC REPORT)
CONNECTION REFERENCE
DIAPHRAGM NOTES, RE: S3
FLOOR FRAMING NOTES, RE: S2
• REINFORCE OPENINGS WITH ADDITIONAL METAL REINFORCEMENT AND CLOSURE PIECES AS REQUIRED FOR
STRENGTH, CONTINUITY OF DECKING AND SUPPORT OF OTHER WORK SHOWN. RE: FLOOR FRAMING, AND/OR ROOF
FRAMING DETAILS.
NOTES:
1. SPECIAL INSPECTION IS REQUIRED. PROVIDE SPECIAL INSPECTION TO MEET THE REQUIREMENTS OF 2018 IBC.
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. HEADED SHEAR STUDS TO BE NELSON STUDS BY NELSON DIVISION OF TRW OR AN APPROVED EQUIVALENT.
AUTOMATICALLY END WELDED.
3. HEADED CONCRETE ANCHORS (HCA) AND DEFORMED BAR ANCHORS (DBA) TO BE BY NELSON DIVISION OF TRW OR
AN APPROVED EQUIVALENT. AUTOMATICALLY END WELDED.
4. 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.
IBC 2018
ABBREVIATIONS
(E) EXISTING
(F) FUTURE
(N) NEW
CENTERLINE
Ø DIAMETER OR ROUND
⊥PERPENDICULAR
□ SQUARE
# NUMBER OR POUND
< LESS THAN
> GREATER THAN
≤ LESS THAN OR EQUAL TO
≥ GREATER THAN OR
EQUAL TO
@ AT
& AND
A.B. ANCHOR BOLT
ABV. ABOVE
A.C. ASPHALTIC CONCRETE
PAVEMENT
ADJ. ADJUSTABLE
A.F.F. ABOVE FINISHED FLOOR
A.F.G. ABOVE FINISH GRADE
A.F.R. ABOVE FINISHED ROOF
AGG. AGGREGATE
A.H.J. AUTHORITY HAVING
JURISDICTION
ALT. ALTERNATIVE
ALUM. ALUMINUM
A.O.R. ARCHITECT OF RECORD
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL
BLDG. BUILDING
BLK. BLOCK
B.O. BOTTOM OF
B.O.C. BOTTOM OF CONCRETE
BOT. BOTTOM
BM. BEAM
B.N. BOUNDARY NAILING
BRG. BEARING
C.C. CENTER TO CENTER
CB CURB
C.I.P. CAST IN PLACE
C.L. CENTER LINE
CLR. CLEAR
C.J. CONTROL JOINT
C.M. CORNER OF MASONRY
CMU CONCRETE MASONRY
UNIT
CNTRSK. COUNTERSUNK
COL. COLUMN
CONC. CONCRETE
COND. CONDITION
CW/ COORDINATE WITH
CONT. CONTINUOUS
CVR. COVER
D. DEEP
D.B.A. DEFORMED BAR
ANCHOR
DET. DETAIL
DF DOUGLAS FIR
DFT DRY FILM THICKNESS
DIA. DIAMETER
DIAG. DIAGONAL
DIM. DIMENSION
DN. DOWN
DWG. DRAWING
EA. EACH
E.J. EXPANSION JOINT
ELEV. ELEVATION
ELEC. ELECTRICAL
E.N. EDGE NAILING
E.O.R. ENGINEER OF RECORD
EQ. EQUAL
EQUIP. EQUIPMENT
E.W. EACH WAY
EXP. EXPANSION
EXT. EXTERIOR
F FRONT
F.B. FLAT BAR
FDN. FOUNDATION
F.G. FINISH GRADE
FIN. FINISH
FL. FLOOR(ING)
F.O. FACE OF
F.O.C. FACE OF CONCRETE OR
CURB
F.O.F. FACE OF FINISH
F.O.M. FACE OF MASONRY
F.O.S. FACE OF STUDS
F.F. FINISHED FLOOR
F.S. FACE OF SHEATHING
F.T. FACE OF TRUSS
FT. FEET
FTG. FOOTING
FR- FIRE-RETARDANT WOOD
TREATMENT
F.R.P. FIBER REINFORCED
PLASTIC
GA. GAUGE
GALV. GALVANIZED
G.F.L. GUTTER FLOW LINE
G.I. GALVANIZED IRON OR
STEEL
G.L.B. GLUE LAMINATED BEAM
G.S. GROUND SHOT
G.S.F. GROSS SQUARE
FOOTAGE
GYP. GYPSUM
H. HIGH
H.C.A. HEADED CONCRETE
ANCHOR
H.F. HANGING FRAME
H.M. HOLLOW METAL
HORIZ. HORIZONTAL
HR. HOUR
HSS HOLLOW STEEL
SECTION
HT. HEIGHT
HVAC HEATING VENTILATING
AND AIR CONDITIONING
I.D. INSIDE DIAMETER
IN. INCH
INT. INTERIOR
L LEFT
LBS. POUNDS
L.F. LINEAL FEET
L.L.H. LONG LEG HORIZONTAL
L.L.V. LONG LEG VERTICAL
LSL LAMINATED STRAND
LUMBER
LVL LAMINATED VENEER
LUMBER
MAT'L MATERIAL
MAX. MAXIMUM
M.B. MACHINE BOLT
MECH. MECHANICAL
MEZZ. MEZZANINE
M.H. MANHOLE
MFR. MANUFACTURER
M.G. MARINE GRADE
MIN. MINIMUM
MISC. MISCELLANEOUS
M.O. MASONRY OPENING
MT'D. MOUNTED
MTRL. MATERIAL
N NORTH
N.I.C. NOT IN CONTRACT
N.L.A. NET LEASABLE AREA
NO. NUMBER
NOM. NOMINAL
N.S. NEAR SIDE
NSF. NET SQUARE FOOTAGE
NTE NOT TO EXCEED
N.T.S. NOT TO SCALE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
O/H OVERHEAD
OPNG. OPENING
OPP. OPPOSITE
O.S.B. ORIENTED STRAND
BOARD
PLTFM. PLATFORM
PL. PLATE
P/L PROPERTY LINE
P.L.F. POUNDS PER LINEAL
FOOT
PLYWD. PLYWOOD
P.S.F. POUNDS PER SQUARE
FOOT
PSL PARALLEL STRAND
LUMBER
P.T. PRESSURE TREATED
PT. POINT
R RIGHT
R. RADIUS OR RISER
R.C.P. REINFORCED CONCRETE
PIPE
RE: REFER TO, REFERENCE,
(CW/)
REINF. REINFORCING
REQ'D REQUIRED
RR REAR
R.O. ROUGH OPENING
S.A.D. SEE ARCHITECTURAL
DRAWINGS
SCHED. SCHEDULE
SECT. SECTION
S.F. SQUARE FEET OR FOOT
SHT. SHEET
SIM. SIMILAR
SL. SLOPE
S.O.G. SLAB-ON-GRADE
SPEC'D. AS SPECIFIED
SPECS. SPECIFICATIONS
STD. STANDARD
STL. STEEL
STRG. STORAGE
STRUC. STRUCTURAL
S.S. STAINLESS STEEL
SUSP. SUSPENDED
SYM. SYMMETRICAL
SQ. SQUARE
T.B. TOP BANK
T & G TONGUE & GROOVE
TJI TRUSS JOIST I-JOIST
THK. THICKNESS
T.O. TOP OF
T.O.C. TOP OF CURB/CONCRETE
T.O.D. TOP OF DECK
T.O.D. TOP OF DRAIN
T.O.M. TOP OF MASONRY
T.O.S. TOP OF SLAB
T.O.W. TOP OF WALL
T.S. TUBE STEEL
TYP. TYPICAL
U.N.O. UNLESS NOTED
OTHERWISE
VERT. VERTICAL
V.I.F. VERIFY IN FIELD
W/ WITH
WD. WOOD
W/O WITHOUT
W.P. WEATHERPROOF
W.W.F. WELDED WIRE FABRIC
CL
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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S0
GENERAL STRUCTURAL
NOTES
DSDSDSDS
TNTNTNTN
8.26.20228.26.20228.26.20228.26.2022
SE22SE22SE22SE22----123123123123
BUILDING BBUILDING BBUILDING BBUILDING B
UUUU----HAUL MOVINGHAUL MOVINGHAUL MOVINGHAUL MOVING
AND STORAGEAND STORAGEAND STORAGEAND STORAGE
328 N 2ND E328 N 2ND E328 N 2ND E328 N 2ND E
REXBURG, ID 83440REXBURG, ID 83440REXBURG, ID 83440REXBURG, ID 83440
SHEET INDEX
SHEET NO. SHEET
S0 GENERAL STRUCTURAL NOTES
S0.1 SPECIAL INSPECTION
S0.2 TYPICAL STRUCTURAL DETAILS
S1 FOUNDATION PLAN
S1.1 FOUNDATION DETAILS
S1.2 FOUNDATION DETAILS
S2 ANCHOR BOLTS
N o .
D e s c r i p t i o n
D a t e
08/26/2022
SPECIAL INSPECTION
STRUCTURAL STEEL (IBC 1705.2.1, 1705.11.1 & 1705.12.2)
ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS AND FREQUENCIES
PRIOR TO BOLTING (TABLE N5.6-1, AISC 360-16):
►NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED [PER SECTION N5.6(1) OF AISC 360-10].
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 (TABLE N5.6-2, AISC 360-16):
►NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED [PER SECTION N5.6(1) OF AISC 360-10].
►NOT REQUIRED FOR PRETENSIONED JOINTS USING TURN-OF-THE-NUT METHOD WITH MATCH-MARKING, DIRECT-TENSION-INDICATORS,
OR TWIST-OFF TYPE TENSION CONTROL METHOD [PER SECTION N5.6(2) OF AISC 360-10].
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 (TABLE N5.6-3, 360-16):
DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED
CONNECTIONS X
OTHER STEEL INSPECTIONS (SECTION N5.7, AISC 360-16; TABLES J8-1 & J10-1, AISC 341-16):
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 (SEE TABLE J8-1 OF AISC 341-10).
PROTECTED ZONES X
VERIFY THAT NO HOLES OR UNAPPROVED ATTACHMENTS
ARE MADE WITHIN THE PROTECTED ZONE (SEE TABLE J8-1
OF AISC 341-10).
X
VERIFY THAT NO HOLES OR UNAPPROVED ATTACHMENTS
OCCUR WITHIN THE PROTECTED ZONES OF PILING (SEE
TABLE J10-1 OF AISC 341-10).
CONCRETE CONSTRUCTION (IBC 1705.3 & 1705.12.1)
POST-INSTALLED ANCHORS OR DOWELS X
ALL POST-INSTALLED ANCHORS/DOWELS SHALL BE
SPECIALLY INSPECTED AS REQUIRED BY THE APPROVED
ICC-ES REPORT.
ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS AND FREQUENCIES
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
DSDSDSDS
TNTNTNTN
8.26.20228.26.20228.26.20228.26.2022
SE22SE22SE22SE22----123123123123
BUILDING BBUILDING BBUILDING BBUILDING B
UUUU----HAUL MOVINGHAUL MOVINGHAUL MOVINGHAUL MOVING
AND STORAGEAND STORAGEAND STORAGEAND STORAGE
328 N 2ND E328 N 2ND E328 N 2ND E328 N 2ND E
REXBURG, ID 83440REXBURG, ID 83440REXBURG, ID 83440REXBURG, ID 83440
N o .
D e s c r i p t i o n
D a t e
08/26/2022
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 /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"
8"
SAWCUT DEPTH "D"
1"
1-1/4"
1-1/2"
2"
REINF. LOC. "R"
1-1/2"
1-3/4"
2"
2-1/2"
*SAWCUT WIDTH 1/8" MIN. & 3/16" MAX.
'D
'
'R
'
SAWCUT DEPTH 'D'
PER TABLE
SAWCUT DEPTH 'D'
PER TABLE
REINF. LOC. 'R'
PER TABLE
'R
'
'D
'
SAWCUT DEPTH 'D'
PER TABLE
REINF. LOC. 'R'
PER TABLE
'D
'
'R
'
1
2
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.
TYP. CONC. WALL
VERT. REINF.
TYP. CONC. WALL
HORIZ. REINF.
CONCRETE FOUNDATION
WALL
AT CONCRETE FOUNDATION TEE
/1 S0.2
/1
S0
.
2
TYP. CONC. WALL
HORIZ. REINF.
CORNER BARS TO MATCH
& LAP TYP. HORIZ. REINF.
RE: , TYP.
LAP
RE
:
,
T
Y
P
.
LA
P
CONCRETE FOUNDATION WALL
TYP. CONC. WALL
VERT. REINF.
CORNER BARS TO MATCH
& LAP TYP. HORIZ. REINF.
/1 S0.2
RE
:
,
T
Y
P
.
LA
P
/1
S0
.
2
AT CONCRETE FOUNDATION CORNER
TYP. CONC. WALL
HORIZ. REINF.RE: , TYP.
LAP
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
"
WRAP COLUMN
W/ 1" CERAMAR
FOAM & FILL
TOP W/
ELASTOMERIC
SEALANT
(2) #4 CENTERED IN SLAB (2)
#4 T&B @ 6" SLAB)
12"Ø OR
LARGER SLAB
PENETRATION
TYP.
1' - 6" MIN.
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"
(2) #4 CENTERED IN SLAB
(2) #4 T&B @ 6" SLAB)
TYP. REINF. AT PENETRATION
OPTION 1
WRAP COLUMN
W/ 1" CERAMAR
FOAM & FILL
TOP W/
ELASTOMERIC
SEALANT
TYP.
1' - 6"
W.W.F.
12"Ø OR
LARGER SLAB
PENETRATION
TYP. REINF. AT PENETRATION
OPTION 2
CLR.
1"
STANDARD HOOKS
BAR SIZE
#3 THRU #8
STANDARD HOOKS
MINIMUM BEND
DIAMETER SCHEDULE
180° BEND
90° BEND
D MIN
6d b
STIRRUP/TIE HOOKS
BAR SIZE
#6 THRU #8
STIRRUP/TIE HOOKS MINIMUM BEND
DIAMETER AND EXTENSION SCHEDULE
90° BENDS
D MIN
6d b
135° BENDS
90° BENDS
135° BENDS
#3 THRU #5
12d b
90° BENDS
4d b
135° BENDS
6d b 6d b (3" MIN.)
6d b
E MIN
90° BEND
135° BEND
90° BENDS
12d b
4d
b
2
1
/
2
"
M
I
N
.
d b
D MIN
D
MI
N
D MIN D MIN
E
MI
N
d
b
D
MI
N
D MIN
E M I N
D
MI
N E M I N
d
b
d
b
D
MI
NEMIND
MI
N
6db
d b
TYP. CONC. WALL
VERT. REINF.
TYP. CONC. WALL
HORIZ. REINF.
CONCRETE
FOUNDATION
WALL
DOUBLE MAT REINFORCEMENT AT
CONCRETE FOUNDATION TEE
/1 S0.2
/1
S0
.
2
TYP. CONC. WALL
HORIZ. REINF.
(2) CORNER BARS
TO MATCH & LAP
TYP. HORIZ. REINF.
RE: , TYP.
LAP
RE
:
,
T
Y
P
.
LA
P
CONCRETE FOUNDATION WALL
TYP. CONC. WALL
VERT. REINF.
(2) CORNER BARS TO
MATCH & LAP TYP.
HORIZ. REINF.
/1 S0.2
RE
:
,
T
Y
P
.
LA
P
/1
S0
.
2
DOUBLE MAT REINFORCEMENT AT
CONCRETE FOUNDATION CORNER
TYP. CONC. WALL
HORIZ. REINF.
RE: , TYP.
LAP
U.
N
.
O
.
2'
-
8
"
M
A
X
.
U.N.O.
4' - 0" MIN.,CONCRETE
FOUNDATION WALL
CONCRETE
FOOTING
CONCRETE FOOTING STEP
#5 BARS , MATCH AND LAP
FOOTING BOT. REINF.
1' - 0"
1' - 0"
1
2
STD. LAP2" CLR.
2" MIN.
8" MIN.
15" MIN.
OPTION 1: LAP OUTERMOST CROSS BARS
OPTION 2: TYPICAL DEFORMED BAR LAP
W.W.F.,
RE: FOUNDATION PLAN
OUTERMOST CROSS
BAR LAP OF 2" MIN.
TYPICAL LAP SPLICE W/
NO CROSS BARS
MINIMUM TOTAL
OVERLAP OF 8"
W.W.F.,
RE: FOUNDATION PLAN
2'
-
6
"
M
A
X
.
BETWEEN FOOTING STEP
4' - 0" MIN.,
CONCRETE (OR CMU)
FOUNDATION WALL
CONCRETE
FOOTING
BENT BARS , MATCH AND LAP
FOOTING BOTTOM REINF.
1' - 0"
1' - 0"
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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9
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2
8
9
RE
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S0.2
TYPICAL STRUCTURAL
DETAILS
DSDSDSDS
TNTNTNTN
8.26.20228.26.20228.26.20228.26.2022
SE22SE22SE22SE22----123123123123
BUILDING BBUILDING BBUILDING BBUILDING B
UUUU----HAUL MOVINGHAUL MOVINGHAUL MOVINGHAUL MOVING
AND STORAGEAND STORAGEAND STORAGEAND STORAGE
328 N 2ND E328 N 2ND E328 N 2ND E328 N 2ND E
REXBURG, ID 83440REXBURG, ID 83440REXBURG, ID 83440REXBURG, ID 83440
1" = 1'-0"
FOUNDATION PENETRATION & TRENCHING6 1" = 1'-0"
CONTROL / CONSTRUCTION JOINT7
1" = 1'-0"
LAP SPLICE LENGTH SCHEDULE1 1" = 1'-0"
CONCRETE CORNER AND TEE3
1" = 1'-0"
SLAB RE-ENTRANT CORNERS AND PENETRATIONS8
3/4" = 1'-0"
REINFORCEMENT DETAILS2 1" = 1'-0"
CONCRETE CORNER AND TEE4
1/2" = 1'-0"
TURNDOWN SLAB FOOTING STEP5
1" = 1'-0"
W.W.F. LAP9
1/2" = 1'-0"
T-FOOTING STEP5A
No
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S1.1
6
1
S1.1
A A
B B
C C
D D
E E
F F
G G
H H
J J
K K
A.1
A.1
J.9 J.9
1
1
2
2
3
3
5
5
6
6
2.7
2.7
116' - 4"
23' - 1" 16' - 1" 7' - 0" 24' - 0" 23' - 1" 23' - 1"
4
4
116' - 4"
F
B B B A
F
A
21
0
'
-
0
"
23
'
-
0
"
22
'
-
3
"
22
'
-
3
"
22
'
-
3
"
22
'
-
3
"
22
'
-
3
"
25
'
-
0
"
25
'
-
0
"
25
'
-
9
"
B.7
16
'
-
8
"
5'
-
7
"
G
E
H
H
H
H
H
H
H
C A A A D C
J
J
J
J
J
J
J
I
1'
-
0
"
10 1/2"114' - 7"10 1/2"
K K
F7 F7 F6 F7 F7 F7
F7
F10.5
F10.5
F10.5
F10.5
F10.5
F10.5
F10.5
F10.5
F7
F7F7F7F7
F10.5
F10.5
F10.5
F10.5
F10.5
F10.5
F10.5
F6
F7
F10.5
L
W4
W4
94' - 0"
94' - 0"
94' - 0"
94' - 0"
97' - 6"
97' - 6"97' - 6"
97' - 6"97' - 6"
10" FDN WALL
13' - 0"
24' - 7" 2' - 7" 23' - 1" 16' - 1" 7' - 0" 24' - 0" 23' - 1" 23' - 1"
94' - 0"
T.O.F.T.O.F.
T.O.F.T.O.F.
T.O.F.
T.O.F.
T.O.F.
T.O.F.
T.O.F.
T.O.F.
A
A
B
W4
W4
1
A
1
21
0
'
-
0
"
23
'
-
0
"
22
'
-
3
"
22
'
-
3
"
22
'
-
3
"
22
'
-
3
"
22
'
-
3
"
25
'
-
0
"
25
'
-
0
"
25
'
-
9
"
2
S1.1
2
S1.1
2
S1.1
2
S1.1
3
S1.2
1
S1.1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
S1.2
4
S1.2
S1.1
6
S1.1
6
S1.1
6
S1.1
8
TYP.
S1.1
8
TYP.
S1.1
8 TYP.
S1.1
8 TYP.
S1.1
8 TYP.
S1.1
8 TYP.
1
S1.1
1
S1.1
1
S1.1
1
S1.1
5
S1.1
5
S1.1
27' - 3"
4'
-
1
0
"
5
1
'
-
0
"
2
4
'
-
3
"
1
4
'
-
6
"
1
S1.2
SIM
4
S1.1
8' - 0"
2
S1.1
A
FOOTING SCHEDULE
FOUNDATION NOTES
KEYED NOTES
1. VERIFY/COORDINATE DIMENSIONS WITH ARCHITECTURAL / MTL. BLDG. MFR. DRAWINGS.
2. COORDINATE EXTERIOR SLABS, GRADES, ETC. WITH ARCHITECTURAL / MTL. BLDG. MFR. AND CIVIL
DRAWINGS.
3. FOR ALL UTILITIES RUNNING ALONG SIDE OR PENETRATING THROUGH FOUNDATION WALLS, RE: .
4. PROVIDE CORNER BARS AT FOUNDATION WALLS AND FOOTINGS AND PROVIDE ADDITIONAL VERTICAL
DOWELS AT JAMBS, CORNERS, INTERSECTIONS AND FREE ENDS, RE: .
5. PROVIDE STANDARD LAP AT ALL CONCRETE SLAB-ON-GRADE W.W.F. EDGES, RE: .
6. 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 ARCHITECTURAL / MTL. BLDG. MFR.
7. INTERIOR CONCRETE SLAB-ON-GRADE CONTROL JOINTS SHALL BE 15' - 0" O.C. MAX., RE: .
8. FOOTING STEP (F.S.) LOCATIONS INDICATED ON THIS SHEET, RE:
1. SLAB CONSTRUCTION JOINT OR SAWCUT AT 'SIM', RE: .
2. #5 HAIRPIN W/ 48" LEGS, WRAP AROUND ANCHOR BOLTS AND EXTEND INTO FLOOR SLAB, RE: .
NOTES:
1. ALL FOOTINGS SHALL BE CENTERED WITH COLUMNS IN EACH DIRECTION, U.N.O.
2. TOP OF PAD FOOTINGS IN WALLS SHALL MATCH TOP OF CONTINUOUS WALL FOOTINGS,
AS APPLICABLE, TYP.
BASE PLATE & PEDESTAL SCHEDULE
NOTE:
FOR BASE PLATE LAYOUTS, RE: ./1 S2
/6 S0.2
/3 S0.2
/9 S0.2
/8 S0.2
/7 S0.2
/7 S0.2
/8 S1.1
SLAB SCHEDULE
MARK THICKNESS REINFORCEMENT BASE / SUBBASE
A 8" CONC. SLAB
B 7" 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
#4 REBAR @ 16" O.C. E.W. 4" OF 3/4" MINUS CRUSHED AGGREGATE BASE
/5 S0.2
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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A
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P
A
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CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
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O
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A
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0
9
N
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G
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W
O
O
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T
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C
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,
I
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A
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O
8
3
7
1
4
PH
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:
2
0
8
.
5
0
1
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2
2
8
9
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S1
FOUNDATION PLAN
DSDSDSDS
TNTNTNTN
8.26.20228.26.20228.26.20228.26.2022
SE22SE22SE22SE22----123123123123
BUILDING BBUILDING BBUILDING BBUILDING B
UUUU----HAUL MOVINGHAUL MOVINGHAUL MOVINGHAUL MOVING
AND STORAGEAND STORAGEAND STORAGEAND STORAGE
328 N 2ND E328 N 2ND E328 N 2ND E328 N 2ND E
REXBURG, ID 83440REXBURG, ID 83440REXBURG, ID 83440REXBURG, ID 83440
1/16" = 1'-0"
FOUNDATION PLAN
MARK SIZE REINFORCING
F6 6' - 0"x 6' - 0" x 12" DP. (6) #5, EA. WAY
F7 7' - 0"x 7' - 0" x 12" DP. (7) #5, EA. WAY
F10.5 10' - 6"x 10' - 6" x 16" DP. (11) #5, EA. WAY TOP & BOTTOM
MARK ANCHORAGE (Gr. 36 ANCHOR BOLTS, U.N.O.) PEDESTAL
A (4) 3/4"Ø x 16" F1554 Gr. 105 HEAVY HEADED A.B. W/ 12" MIN. EMBED 24" x 24"
B (4) 3/4"Ø x 16" F1554 Gr. 105 HEAVY HEADED A.B. W/ 12" MIN. EMBED 24" x 24"
C (4) 3/4"Ø x 20" F1554 Gr. 105 HEAVY HEADED A.B. W/ 16" MIN. EMBED 24" x 30"
D (4) 3/4"Ø x 16" F1554 Gr. 105 HEAVY HEADED A.B. W/ 12" MIN. EMBED 24" x 24"
E (4) 3/4"Ø x 20" F1554 Gr. 105 HEAVY HEADED A.B. W/ 16" MIN. EMBED 24" x 30"
F (4) 3/4"Ø x 20" F1554 Gr. 105 HEAVY HEADED A.B. W/ 16" MIN. EMBED 24" x 30"
G (4) 3/4"Ø x 20" F1554 Gr. 105 HEAVY HEADED A.B. W/ 16" MIN. EMBED 24" x 30"
H (4) 3/4"Ø x 20" F1554 Gr. 105 HEAVY HEADED A.B. W/ 16" MIN. EMBED 24" x 30"
I (4) 3/4"Ø x 20" F1554 Gr. 105 HEAVY HEADED A.B. W/ 16" MIN. EMBED 24" x 30"
J (4) 3/4"Ø x 20" F1554 Gr. 105 HEAVY HEADED A.B. W/ 16" MIN. EMBED 24" x 30"
K (2) 1/2"Ø x 16" F1554 Gr. 36 HEAVY HEADED A.B. W/ 12" MIN. EMBED NA
L (4) 3/4"Ø x 20" F1554 Gr. 105 HEAVY HEADED A.B. W/ 16" MIN. EMBED 24" x 30"
W4 4' - 0" x CONT. x 12" DP. (4) #5 CONT. TOP & BOT.
No
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F.F.
RE: PLAN
FINISH
GRADE
#5 NOSING BAR
#4 VERTICAL @ 18" O.C.
(CENTERED IN WALL)
CONCRETE SLAB,
RE: PLAN
1'
-
0
"
#4 HOOK INTO SLAB
@ 24" O.C.
24"
24"
RE
:
S
0
6"
THICKENED STEMWALL
AT SIM CONDITION,
RE: /4 S1.1
CONCRETE
SLAB, RE: PLAN
F.F.
RE: PLAN
FINISH
GRADE
#4 VERTICAL @ 12" O.C.
(CENTERED IN WALL)
STEEL MEMBER,
RE: MTL. BLDG.
MFR.
ANCHORS, RE: PLAN
(1) #4 CONT. AT TOP & BOT.
AND @ 12" O.C.
1/2" ISOLATION JOINT
10" WIDE THICKENED
SECTION AT FRAMED
OPENING & JAMBS
JAMB CLIP,
RE: MTL. BLDG. MFR.
RE
:
S
0
10"
F.F.
RE: PLAN
NOTCH FDN. AS REQ'D,
RE: MTL. BLDG. MFR.
OPTION W/ NOTCH FOR PANEL
BASE PL. & ANCHOR ROD LOCATIONS,
RE: MTL. BLDG. DRAWINGS
TYP FDN. WALL REINF.
CONT. THRU PEDESTAL
#4 TIES @ 12" O.C.,
(3) IN TOP 5"
#5 VERT. BARS @ 12" O.C. W/
STANDARD HOOK INTO FTG.,
HAIR-PIN CAP BARS TO LAP
W/ ALL VERT BARS
RE: PLAN
RE
:
P
L
A
N
7
S1.1
LA
P
4
1
/
2
"
LAP
4 1/2"
(2) ADDITIONAL #5 HAIRPINS W/
HOOKS INTO FOOTING, PLACED
WITHIN ANCHOR BOLT LAYOUT
NOTE:
COORDINATE TOP OF CONCRETE
PEDESTAL W/ MTL. BLDG. MFR.
BASE PLATE ELEVATIONS.
CL
R
.
3"
RE: PLAN
F.F.
RE: PLAN
FTG SIZE & REINF.,
RE: PLAN
(3) #4 TIE IN TOP 5",
AND THEN @ 12" O.C.
PL
A
N
RE
:
BASE PL. & ANCHOR ROD LOCATIONS,
RE: MTL. BLDG. DRAWINGS
FDN. WALL BEYOND
W/ REINF. CONT.
THRU PEDESTAL
#5 VERT. BARS @ 12" O.C. W/ STANDARD
HOOK INTO FTG., HAIR-PIN CAP BARS TO
LAP W/ ALL VERT BARS
RE
:
S
0
(2) ADDITIONAL #5
HAIRPINS W/ HOOKS INTO
FOOTING, PLACED WITHIN
ANCHOR BOLT LAYOUT
1/2" ISOLATION
JOINT
NOTE:
COORDINATE TOP OF CONCRETE
PEDESTAL W/ MTL. BLDG. MFR.
BASE PLATE ELEVATIONS.
FIELD BENT HAIRPINS PER PLAN IN
1" PVC SLEEVE THROUGH PEDESTAL
BASE PL. & ANCHOR
ROD LOCATIONS,
RE: MTL. BLDG.
DRAWINGS
#4 TIES @ 12" O.C.,
(3) IN TOP 5"
9
S1.1
LAP
4 1/2"
LA
P
4
1
/
2
"
TYP FDN. WALL
REINF. CONT. THRU
PEDESTAL
RE
:
P
L
A
N
RE: PLAN
#5 VERT. BARS @ 12" O.C. W/
STANDARD HOOK INTO FTG.,
HAIR-PIN CAP BARS TO LAP
W/ ALL VERT BARS
FIELD BENT HAIRPINS PER PLAN IN
1" PVC SLEEVE THROUGH PEDESTAL
2"
(2) ADDITIONAL #5 HAIRPINS W/
HOOKS INTO FOOTING, PLACED
WITHIN ANCHOR BOLT LAYOUT
F.F.
RE: PLAN
RE: PLAN
RE
:
P
L
A
N
FTG. SIZE & REINF.,
RE: PLAN
(3) #4 TIES IN TOP 5",
& THEN @ 12" O.C.
#5 VERT. BARS @ 12" O.C. W/
STANDARD HOOK INTO FTG.,
HAIR-PIN CAP BARS TO LAP W/
ALL VERT BARS
BASE PL. & ANCHOR ROD
LOCATIONS, RE: MTL.
BLDG. DRAWINGS
FDN. WALL BEYOND
W/ REINF. CONT.
THRU PEDESTAL
RE
:
S
0
NOTE:
COORDINATE TOP OF CONCRETE
PEDESTAL W/ MTL. BLDG. MFR.
BASE PLATE ELEVATIONS.
FIELD BENT HAIRPINS PER
PLAN IN 1" PVC SLEEVE
THROUGH PEDESTAL
(2) ADDITIONAL #5 HAIRPINS W/
HOOKS INTO FOOTING, PLACED
WITHIN ANCHOR BOLT LAYOUT
CONCRETE SLAB,
RE: PLAN
F.F.
RE: PLAN
FINISH
GRADE
(1) #4 CONT. AT TOP & BOT.
AND @ 18" O.C.
#4 VERTICAL @ 18" O.C.
(CENTERED IN WALL)
WALL PANEL, RE: MTL. BLDG. MFR.
1/2"Ø EXPANSION BOLT
W/ 1 7/16" MIN. EMBED
SCREW, RE: MTL. BLDG. MFR.
BASE CHANNEL,
RE: MTL. BLDG. MFR.
1/2" ISOLATION JOINT
RE
:
S
0
6"
CONC. SLAB,
RE: PLAN
F.F.
RE: PLAN
C.F.S. STUD WALL OR
STOREFRONT, RE: ARCH
GRID
(1) #4 CONT. AT TOP & BOT.
AND @ 18" O.C.
#4 VERTICAL @ 18" O.C.
(CENTERED IN WALL)
6"
1/2" ISOLATION JOINT
PDP @ 16" O.C.
EXT. CONC. SLAB,
RE: ARCH. & CIVIL
F.F.
RE: PLAN
FINISH
GRADE
#5 BAR @ TOP & BOT,
AND 16" O.C. MAXCONCRETE SLAB,
RE: PLAN
MI
N
.
1'
-
6
"
#4 HOOK INTO SLAB
@ 16" O.C.
24"
8"
1
1
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S1.1
FOUNDATION DETAILS
DSDSDSDS
TNTNTNTN
8.26.20228.26.20228.26.20228.26.2022
SE22SE22SE22SE22----123123123123
BUILDING BBUILDING BBUILDING BBUILDING B
UUUU----HAUL MOVINGHAUL MOVINGHAUL MOVINGHAUL MOVING
AND STORAGEAND STORAGEAND STORAGEAND STORAGE
328 N 2ND E328 N 2ND E328 N 2ND E328 N 2ND E
REXBURG, ID 83440REXBURG, ID 83440REXBURG, ID 83440REXBURG, ID 83440
1" = 1'-0"
ENTRY FOOTING2 1" = 1'-0"
THICKENED FOUNDATION WALL4
1" = 1'-0"
CORNER PEDESTAL6 1" = 1'-0"
CORNER PEDESTAL ELEVATION7 1" = 1'-0"
SIDE WALL PEDESTAL8 1" = 1'-0"
SIDE WALL PEDESTAL ELEVATION9
1" = 1'-0"
CONCRETE FOUNDATION WALL1 1" = 1'-0"
WALL OR STOREFRONT3
No
.
D
e
s
c
r
i
p
t
i
o
n
D a t e
1" = 1'-0"
THICKENED SLAB EDGE5
08/26/2022
#5 @ 16" O.C. HORIZ.
EQ. 8" EQ.
RE: PLAN
T.O.F.
RE: PLAN
VARIES
RE: ARCH.
(2) #5 AT TOP
C
V
R
.
3"
#5 @ 16" O.C. VERT. CENTERED IN
WALL, ALTERNATE HOOK IN FTG.1/2" ISOLATION
JOINT
EXT.CONC. SLAB ON
GROUND, RE: PLAN.
(4) #5 CONT. IN TOP &
BOT OF FOOTING
1'
-
0
"
#5 TRANS. @ 12" O.C.
IN TOP OF FOOTING
F.G.
8"
5" CONC. SLAB
(1) #5 CONT.
#5 @ 16" O.C. HORIZ.
EQ. 8" EQ.
RE: PLAN
T.O.F.
RE: PLAN
VARIES
RE: ARCH.
(2) #5 AT TOP
C
V
R
.
3"
24"
#4 @ 24" O.C.
24"
1'
-
0
"
1' - 0"
#5 @ 16" O.C. VERT. CENTERED IN
WALL, ALTERNATE HOOK IN FTG.
1/2" ISOLATION
JOINT
EXT.CONC. SLAB ON
GROUND, RE: ARCH.
(4) #5 CONT. IN TOP &
BOT OF FOOTING
1'
-
0
"
#5 TRANS. @ 12" O.C.
IN TOP OF FOOTING
7'
-
0
"
M
A
X
SLOPE 1/2"
L4x4x1/4x CONT. W/ 1/2"x6" HCA'S @
12" O.C.,UNO., DO NOT WELD AT
INSIDE CORNERS OF PIT
#5 BAR
CONC. SLAB ON
GROUND, RE: PLAN
#5 HOOKED BAR
@ 12" O.C.
#5 BARS @ 12" O.C. E.W.
L4x4x1/4 BEYOND,
RE: ARCH.
8" CONC. FOUNDATION WALL
#5 @ 16" O.C. VERT. CENTERED IN
WALL ALTERNATE HOOKS AT BOTTOM
T.O.F.
RE: PLAN
#5 @ 16" O.C. HORIZ.
(2) #5 CONT.
#5 NOSING BAR
COLD JOINT
#5 HOOKED BAR @
16" O.C. W/ 30" LEGS
1'
-
0
"
8"
1'
-
0
"
1'
-
7
1
/
2
"
8
1
/
2
"
EQ. 8" EQ.
CV
R
.
3"
PIT, RE: ARCH
1/4
HSS TO
ANGLE 2-12
PIT EXTENSION, AS
REQ'D, RE: ARCH
LLV6x4x5/16x CONT. W/
1/2"Øx6" HCA'S @ 12" O.C.1'
-
8
"
8"
F.F.
RE: PLAN
EXT. SLAB ON
GROUND, RE: ARCH.
1/2" ISOLATION JOINT
RE: PLAN
7'
-
0
"
M
A
X
(4) #5 CONT. IN TOP &
BOT OF FOOTING
#5 TRANS. @ 12" O.C.
IN TOP OF FOOTING
F.F.
RE: PLAN
T.O.F.
RE: PLAN
1/2" ISOLATION
JOINT
EXT.CONC. SLAB ON
GROUND, RE: PLAN.
FINISH
GRADE
RE
:
S
0
S1.1
1
100' - 0"
T.O.C.
PEDESTAL AND FOOTING BEYOND,
RE: PLAN
RE: PLAN
RE
:
P
L
A
N
#5 @ 16" O.C. HORIZ.
(2) #5 AT TOP
#5 @ 16" O.C. VERT.
CENTERED IN WALL,
ALTERNATE HOOK IN FTG.
#5 TRANS. @ 12" O.C.
IN TOP OF FOOTING
8"
RE: PLAN
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S1.2
FOUNDATION DETAILS
DSDSDSDS
TNTNTNTN
8.26.20228.26.20228.26.20228.26.2022
SE22SE22SE22SE22----123123123123
BUILDING BBUILDING BBUILDING BBUILDING B
UUUU----HAUL MOVINGHAUL MOVINGHAUL MOVINGHAUL MOVING
AND STORAGEAND STORAGEAND STORAGEAND STORAGE
328 N 2ND E328 N 2ND E328 N 2ND E328 N 2ND E
REXBURG, ID 83440REXBURG, ID 83440REXBURG, ID 83440REXBURG, ID 83440
3/4" = 1'-0"
DOCK RETAINING WALL2 3/4" = 1'-0"
RAISED DOCK WALL OR RAMP1 3/4" = 1'-0"
DOCK LEVELER3
No
.
D
e
s
c
r
i
p
t
i
o
n
D a t e
3/4" = 1'-0"
DOCK RETAINING WALL @ MAIN BUILDING4
08/26/2022
ANCHOR BOLTS,
RE: PLAN & .
NOTE:
1" A.B. PROJECTION ABOVE
BOTTOM OF JAMB CLIP.
JAMB
RE
:
M
T
L
.
B
L
D
G
.
D
R
A
W
I
N
G
S
F
O
R
JA
M
B
S
I
Z
E
S
.
(
J
A
M
B
E
Q
.
V
A
L
U
E
S
)
1 3/4" OPENING WIDTH 1 3/4"
2"
4
"
2
"
BL
RE: MTL. BLDG. DRAWINGS
FOR BASE PLATE
LOCATIONS AND SIZE
/1 S2
NOTE:
RE: SHEET 'S1' FOR LOCATION & ORIENTATION.
ADDITIONALLY, VERIFY LOCATION &
ORIENTATION, INCLUDING PLATE THICKNESS
WITH MTL. BLDG. MFR. DRAWINGS.
NOTE:
COORDINATE TOP OF CONCRETE PEDESTAL WITH
MTL. BLDG. MFR. BASE PLATE ELEVATIONS.
GENERAL NOTES:
1. THE ANCHOR BOLT DETAILS SHOWN ON THIS DRAWING LOCATE THE ANCHOR BOLTS IN
REFERENCE TO BOTH THE BUILDING STEEL LINE AND THE OUTSIDE OF RIGID'S
SUGGESTED PANEL RECESS OF 1-1/2".
2. THE ANCHOR BOLT SETTING PLAN LOCATES ANCHOR BOLTS IN REFERENCE TO THE
OUTSIDE OF THE PANEL RECESS SHOWN. IF THE ACTUAL PANEL RECESS IS DIFFERENT
FROM WHAT IS SHOWN ON THE ACTUAL PANEL RECESS IS DIFFERENT FROM WHAT IS
SHOWN ON THE ANCHOR BOLT SETTING PLAN, THEN ALL REFERENCE DIMENSIONS FROM
THE OUTSIDE OF THE PANEL RECESS MUST BE DETERMINED BY THE CUSTOMER.
3. BOTTOM OF ALL BASE PLATES ARE AT THE SAME ELEVATION, U.N.O.
A
A
A
DETAIL
DETAIL
DETAIL
DETAIL
DETAIL
DETAIL
DETAIL
DETAIL
DETAIL
DETAIL
DETAIL
DETAIL Base EL.
WALK DOOR IN MASONRY WALL
EW/
SW
Base EL.
10"
1'
-
1
"
11
1
5
/
1
6
"
1 3/4" 1 3/4"
2 1/2"
3 1/2"
8"
8"
1'
-
1
"
1'
-
0
1
/
4
"
1 3/4" 1 3/4"
2 1/2"
3 1/2"
8"
1'-0"
8"
9"
7
1
5
/
1
6
"
1 3/4" 1 3/4"
2 1/2"
3 1/2"
8"
8"
1'
-
1
"
1'
-
0
1
/
4
"
1 3/4" 1 3/4"
2 1/2"
3 1/2"
8"
6"
11
"
10
3
/
1
6
"
1 3/4" 1 3/4"
2 1/2"
3 1/2"
8"
1'-0"
8"
1'
-
7
"
1'
-
6
"
1 3/4" 1 3/4"
2 1/2"
3 1/2"
8"
10"
1'
-
7
"
1'
-
6
3
/
1
6
"
1 3/4" 1 3/4"
3 1/2"
3 1/2"
8"
10"
1'
-
7
"
1'
-
6
3
/
1
6
"
1 3/4" 1 3/4"
3 1/2"
3 1/2"
8"
10"
1'
-
7
"
1'
-
6
1
/
1
6
"
1 3/4" 1 3/4"
3 1/2"
3 1/2"
8"
10"
1'
-
7
"
1'
-
6
1
/
1
6
"
1 3/4" 1 3/4"
3 1/2"
3 1/2"
8"
1'-0"
8"
8"
7
1
5
/
1
6
"
1 3/4" 1 3/4"
2 1/2"
3 1/2"
5"
8"
4"
2"
4"
EW
Thk=
Dia=
EW
Thk=
Dia=
EW
SW
Thk=
Dia=
EW
Thk=
Dia=
SW
Thk=
Dia=
SW
EW
Thk=
Dia=
SW
Thk=
Dia=
SW
Thk=
Dia=
SW
Thk=
Dia=
SW
Thk=
Dia=
Thk=
Dia=
EW
SW
Thk=
Dia=
See Plan
EW/
SW
A
B
C
D
E
F
G
H
I
J
K
L
1/2"
3/4"
3/8"
3/4"
3/8"
3/4"
1/2"
3/4"
3/8"
3/4"
3/8"
3/4"
5/8"
3/4"
3/4"
3/4"
5/8"
3/4"
3/4"
3/4"
1/8"
1/2"
3/8"
3/4"
101'-0"
101'-0"
3'-0"
3'-4 1/4"
2 1/8" 2 1/8"
ANCHOR BOLTS,
RE: PLAN & .
NOTE:
1" A.B. PROJECTION ABOVE
BOTTOM OF JAMB CLIP.
JAMB
RE
:
M
T
L
.
B
L
D
G
.
D
R
A
W
I
N
G
S
F
O
R
JA
M
B
S
I
Z
E
S
.
(
J
A
M
B
E
Q
.
V
A
L
U
E
S
)
2" OPENING WIDTH 2"
2"
4
"
2
"
BL
/1 S2
RE: MTL. BLDG. DRAWINGS
FOR BASE PLATE
LOCATIONS AND SIZE
SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
REVISIONS:
SHEET NOTES:
DRAWN:
CHECKED:
DATE:
SHEET CONTENTS:
z
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL
AVENUE PHOENIX, ARIZONA
85004
PH: (602)
263-6502
AM
E
R
C
O
R
E
A
L
E
S
T
A
T
E
C
O
M
P
A
N
Y
DA
V
I
D
N
.
S
A
N
S
O
T
T
A
55
0
9
N
.
G
L
E
N
W
O
O
D
S
T
R
E
E
T
GA
R
D
E
N
C
I
T
Y
,
I
D
A
H
O
8
3
7
1
4
PH
O
N
E
:
2
0
8
.
5
0
1
.
2
2
8
9
RE
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
IN
P
A
R
T
N
E
R
S
H
I
P
W
I
T
H
z
S2
ANCHOR BOLTS
DSDSDSDS
TNTNTNTN
8.26.20228.26.20228.26.20228.26.2022
SE22SE22SE22SE22----123123123123
BUILDING BBUILDING BBUILDING BBUILDING B
UUUU----HAUL MOVINGHAUL MOVINGHAUL MOVINGHAUL MOVING
AND STORAGEAND STORAGEAND STORAGEAND STORAGE
328 N 2ND E328 N 2ND E328 N 2ND E328 N 2ND E
REXBURG, ID 83440REXBURG, ID 83440REXBURG, ID 83440REXBURG, ID 83440
3" = 1'-0"
FRAMED ROLL-UP DOOR ANCHORS2 12" = 1'-0"
BASE PLATES1 3" = 1'-0"
FRAMED DOOR ANCHORS3
No
.
D
e
s
c
r
i
p
t
i
o
n
D a t e
08/26/2022
A
p
e
x
P
r
o
j
e
c
t
N
o
.
2
8
2
2
0
7
0
9
/
1
4
/
2
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
/
0
2
/
2
0
2
2
09.14.2022 BG CITY SUBMITTAL
--
--
--
--
--
--
--
U
-
H
A
U
L
M
O
V
I
N
G
A
N
D
S
T
O
R
A
G
E
XXXXX
A
1
NAME.
D
W
G
XXXXX
A
1
NAME.
D
W
G
XXXXX
A
1
NAME.
D
W
G
XXXXX
A
1
NAME.
D
W
G
B
U
I
L
D
I
N
G
B
A
S
B
T
R
B
M
E
C
H
A
N
I
C
A
L
C
O
V
E
R
S
H
E
E
T
7
1
8
0
8
1
_
M
0
.
1
M
0
.
1
A
p
e
x
P
r
o
j
e
c
t
N
o
.
2
8
2
2
0
7
0
9
/
1
4
/
2
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
/
0
2
/
2
0
2
2
09.14.2022 BG CITY SUBMITTAL
--
--
--
--
--
--
--
U
-
H
A
U
L
M
O
V
I
N
G
A
N
D
S
T
O
R
A
G
E
XXXXX
A
1
NAME.
D
W
G
XXXXX
A
1
NAME.
D
W
G
XXXXX
A
1
NAME.
D
W
G
XXXXX
A
1
NAME.
D
W
G
B
U
I
L
D
I
N
G
B
A
S
B
T
R
B
M
E
C
H
A
N
I
C
A
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SCALESITE ELECTRICAL PLAN - BUILDING B 1
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GENERAL NOTESKEYNOTES
LME
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Project No. 22AP11
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XXX
XX A1
NAME.DWG
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FP201
NORTH
PLAN - BLDG B
FIRE SPRINKLER
8"8"8"
6
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6
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6
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3"
3"
3"
3"
3"
3"
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3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
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3"
3"
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3"3"
3"
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3"
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B
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SITE ADDRESS:
ARCHITECT LOGO:
PROFESSIONAL SEAL:
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SHEET NOTES:
DRAWN:
CHECKED:
DATE:
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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
XX A1
NAME.DWG
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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.
DOWNSTREAM OF BACKFLOW PREVENTER.
ABOVE FINISHED EXTERIOR GRADE. CONNECT TO FIRE SPRINKLER RISER
2-WAY, WALL MOUNTED FIRE DEPARTMENT CONNECTION. WALL MOUNT AT 36"
11
12
SYSTEM SUPPLIES 68.9 PSI AT 763.9 GPM.
FLOWING AT POINT OF CONNECTION TO PUBLIC WATER SYSTEM. PUBLIC WATER
WITH 250 GPM HOSE ALLOWANCE. SYSTEM REQUIRES 64.2 PSI WITH 763.9 GPM
HAZARD (0.10 GPM/SQ FT) IN CORRIDORS. TOTAL DESIGN AREA OF 1,500 SQ FT
ORDINARY HAZARD GROUP 2 (0.20 GPM/SQ FT ) IN STORAGE LOCKERS WITH LIGHT
HYDRAULIC DESIGN AREA #1 - BUILDING A, LEVEL 3 TREE: MIXED DENSITY -
13
SYSTEM SUPPLIES 70.0 PSI AT 687.2 GPM.
FLOWING AT POINT OF CONNECTION TO PUBLIC WATER SYSTEM. PUBLIC WATER
WITH 250 GPM HOSE ALLOWANCE. SYSTEM REQUIRES 60.1 PSI WITH 687.2 GPM
HAZARD (0.10 GPM/SQ FT) IN CORRIDORS. TOTAL DESIGN AREA OF 1,500 SQ FT
ORDINARY HAZARD GROUP 2 (0.20 GPM/SQ FT ) IN STORAGE LOCKERS WITH LIGHT
HYDRAULIC DESIGN AREA #2 - BUILDING A, LEVEL 3 GRID: MIXED DENSITY -
14
GPM.
TO PUBLIC WATER SYSTEM. PUBLIC WATER SYSTEM SUPPLIES XX.X PSI AT XXX.X
SYSTEM REQUIRES XX.X PSI WITH XXX.X GPM FLOWING AT POINT OF CONNECTION
SPRINKLER WITH 12 SPRINKLERS FLOWING AND 250 GPM HOSE ALLOWANCE.
16.3.3.1 AND 17.3.3.1 - MINIMUM 40 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 45 FOOT TALL
HYDRAULIC DESIGN AREA #3 - BUILDING B: 40 FEET HIGH STORAGE OF CLASS I-IV
15
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
MOST REMOTE SPRINKLER.
FLOWING WITH A MINIMUM RESIDUAL PRESSURE OF 40 PSI AT THE HYDRAULICALLY
FIRE SPRINKLERS. HYDRAULIC DESIGN AREA SHALL INCLUDE 12 SPRINKLERS
OF 40 FEET IN A 45 FOOT TALL BUILDING. PROTECT BUILDING WITH K-25.2 ESFR
I-IV COMMODITIES AND CARTONED UNEXP0ANDED PLASTICS TO A MAXIMUM HEIGHT
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.
4
2
11
14
" 32
3 1’-0"
FIRE SPRINKLER PLAN - BUILDING B
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301 302 303 304
305 306 307 308
309 310 311 312
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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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4 5 6 71
REVISIONS:
SHEET NOTES:
DRAWN:
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
-
-
-
-
-
-
-
-
-
-
-
-
-
-
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
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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.
DOWNSTREAM OF BACKFLOW PREVENTER.
ABOVE FINISHED EXTERIOR GRADE. CONNECT TO FIRE SPRINKLER RISER
2-WAY, WALL MOUNTED FIRE DEPARTMENT CONNECTION. WALL MOUNT AT 36"
11
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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 -
13
SYSTEM SUPPLIES 70.0 PSI AT 687.2 GPM.
FLOWING AT POINT OF CONNECTION TO PUBLIC WATER SYSTEM. PUBLIC WATER
WITH 250 GPM HOSE ALLOWANCE. SYSTEM REQUIRES 60.1 PSI WITH 687.2 GPM
HAZARD (0.10 GPM/SQ FT) IN CORRIDORS. TOTAL DESIGN AREA OF 1,500 SQ FT
ORDINARY HAZARD GROUP 2 (0.20 GPM/SQ FT ) IN STORAGE LOCKERS WITH LIGHT
HYDRAULIC DESIGN AREA #2 - BUILDING A, LEVEL 3 GRID: MIXED DENSITY -
14
GPM.
TO PUBLIC WATER SYSTEM. PUBLIC WATER SYSTEM SUPPLIES XX.X PSI AT XXX.X
SYSTEM REQUIRES XX.X PSI WITH XXX.X GPM FLOWING AT POINT OF CONNECTION
SPRINKLER WITH 12 SPRINKLERS FLOWING AND 250 GPM HOSE ALLOWANCE.
16.3.3.1 AND 17.3.3.1 - MINIMUM 40 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 45 FOOT TALL
HYDRAULIC DESIGN AREA #3 - BUILDING B: 40 FEET HIGH STORAGE OF CLASS I-IV
15
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
MOST REMOTE SPRINKLER.
FLOWING WITH A MINIMUM RESIDUAL PRESSURE OF 40 PSI AT THE HYDRAULICALLY
FIRE SPRINKLERS. HYDRAULIC DESIGN AREA SHALL INCLUDE 12 SPRINKLERS
OF 40 FEET IN A 45 FOOT TALL BUILDING. PROTECT BUILDING WITH K-25.2 ESFR
I-IV COMMODITIES AND CARTONED UNEXP0ANDED PLASTICS TO A MAXIMUM HEIGHT
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.
1
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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
17
PENETRATIONS OF FIRE RATED WALLS/PARTITIONS.
INSTALL FIRE RATED CUALIKING AROUND FIRE SPRINKLER PIPING TO SEAL ALL
C. NFPA 13 INSTALLATION OF FIRE SPRINKLER SYSTEMS 2016 EDITION
B. INTERNATIONAL FIRE CODE (IFC) - 2018 EDITION
A. INTERNATIONAL BUILDING CODE (IBC) - 2018 EDITION
APPLICABLE PROVISIONS OF THE FOLLOWING CODES AND STANDARDS:
THE FIRE SPRINKLER SYSTEMS SHALL BE DESIGNED TO COMPLY WITH THE
SPECIFICATIONS.
IN NOTE 1 ABOVE AND SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND
SYSTEM DESIGN SHALL MEET THE REQUIREMENTS OF CODES AND STANDARDS LISTED
SYSTEMS TO PROVIDE FIRE PROTECTION OF ALL AREAS OF BUILDINGS A AND B. THE
OPERATIONS TO DESIGN, CONSTRUCT AND MAKE FUNCTIONAL FIRE SPRINKLER
FURNISH ALL MATERIALS, EQUIPMENT AND SUPPLIES AND PERFORM ALL WORK AND
SPRINKLER/STANDPIPE SYSTEMS INCLUDING HYDRAULIC CALCULATIONS
CONTRACTOR IS RESPONSIBLE TO COMPLETE DETAILED DESIGN OF THE FIRE
ADJUSTED WHERE REQUIRED TO MATCH ACTUAL BUILDING CONDITIONS. INSTALLING
AND OTHER FIRE PROTECTION EQUIPMENT ARE APPROXIMATE AND MUST BE
DEVELOPMENT DRAWINGS. THE LOCATIONS SHOWN ON THESE DRAWINGS FOR PIPING
CONCEPTUAL IN NATURE AND IS BASED ON INFORMATION PROVIDED IN THE DESIGN
THE DESIGN OF THE FIRE SPRINKLER SYSTEMS CONTAINED ON THESE DRAWINGS IS
SYSTEMS.
SYSTEMS SHALL BE U.L. LISTED OR FM APPROVED FOR USE IN FIRE PROTECTION
ALL DEVICES AND MATERIALS USED FOR THE INSTALLATION OF THE FIRE SPRINKLER
BY FIRE ALARM CONTRACTOR.
SWITCHES AS WELL AS PROVISION OF LOCAL WATER FLOW ALARM DEVICE PROVIDED
OFF-PREMISE SUPERVISION OF FIRE SPRINKLER SYSTEM CONTROL VALVES AND FLOW
LOCAL FIRE DEPARTMENT REQUIREMENTS.
SHOP DRAWINGS SHALL MEET ALL APPLICABLE REQUIREMENTS OF NFPA 13 AND
THE OWNER PRIOR TO ORDERING, FABRICATING OR INSTALLING ANY EQUIPMENT.
APPROVAL TO THE REXBURG FIRE DEPARTMENT, PROJECT ARCHITECT, ENGINEER AND
HYDRAULIC CALCULATIONS IN ACCORDANCE WITH NFPA 13 FOR REVIEW AND
CONTRACTOR SHALL PREPARE AND SUBMIT COMPLETE SHOP DRAWINGS AND
GPM HOSE ALLOWANCE
LIGHT HAZARD, 0.10 GPM/SQ. FT. OVER THE MOST REMOTE 1,500 SQ. FT. INCLUDING 100
C. CORRIDORS, LOBBIES, OFFICES, STAIRS, COMMON AREAS AND SIMILAR SPACES:
SPRINKLERS. PROVIDE 250 GPM HOSE ALLOWANCE.
12 SPRINKLERS FLOWING WITH A MINIMUM OF 40 PSI AT HYDRAULICALY MOST REMOTE
STORED ON PALLETS OR RACKS IN 45 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 40 FOOT
OVER THE MOST REMOTE 1,500 SQ. FT. INCLUDING 250 GPM HOSE ALLOWANCE.
A. STORAGE SPACES IN BUILDING A: ORDINARY HAZARD GROUP 2, 0.20 GPM/SQ. FT.
FIRE SPRINKLER DESIGN DENSITIES:
C. ESFR SPRINKLERS: 100 SQ FT (10’ X 10’’)
B. LIGHT HAZARD: 225 SQ FT
A. ORDINARY HAZARD: 130 SQ FT
MAXIMUM COVERAGE AREA PER SPRINKLER:
ESFR FIRE SPRINKLERS FROM NFPA 13.
NO MORE THAN 18" BELOW ROOF DECK. COMPLY WITH OBSTRUCTION RULES FOR
BUILDING B STORAGE AREAS: K-25.2, ESFR, PENDENT WITH DEFLECTORS INSTALLED
CONCEALED ABOVE CEILING.
ORDINARY TEMPERATURE SPRINKLER WITH WHITE FINISH. INSTALL PIPING
AREAS WITH CEILINGS: QUICK RESPONSE, RECESSED PENDENT TYPE, K-5.6,
WITHIN 12" OF THE CEILING/DECK ABOVE
INTERMEDIATE TEMPERATURE. INSTALL SPRINKLERS ON EXPOSED BRANCH LINES
AREAS WITHOUT CEILINGS: QUICK RESPONSE, BRASS, UPRIGHT, K-5.6, ORDINARY OR
FIRE SPRINKLERS:
THREADED TEES.
C. SPRINKLERS ON BRANCH LINES SHALL BE INSTALLED USING 1/2", 3/4" OR 1" OUTLET
COUPLINGS.
ROLL GROOVED JOINTS USING RUBBER GASKETED VICTAULIC STYLE FITTINGS AND
B. STEEL PIPING 2-1/2" AND LARGER IN NOMINAL DIAMETER SHALL BE JOINED WITH
THREADED JOINTS USING CAST IRON FITTINGS AND COUPLINGS.
A. STEEL PIPING 2" AND SMALLER IN NOMINAL DIAMETER SHALL BE JOINED WITH
FITTINGS:
BETWEEN HANGERS.
1-1/2" AND LARGER: MINIMUM ONE HANGER PER LENGTH OF PIPE AND MAXIMUM 15’-0"
12’-0" BETWEEN HANGERS.
1-1/4" AND SMALLER PIPE: MINIMUM ONE HANGER PER LENGTH OF PIPE AND MAXIMUM
HANGERS SHALL MEET REQUIREMENTS OF NFPA 13:
PORTIONS OF FIRE SPRINKLER PIPING.
DRIPS ON DRY-SYSTEM) PER NFPA 13 TO FACILITATE DRAINAGE OF TRAPPED
INSTALL ALL PIPING PITCHED TO DRAIN. PROVIDE AUXILIARY DRAINS (WITH DRUM
WITNESSED AND APPROVED BY OWNER AND REXBURG FIRE DEPARTMENT.
13 AND RECOMMENDED BY EQUIPMENT MANUFACTURERS. ALL TESTING SHALL BE
CONTRACTOR SHALL PERFORM ALL TESTING AND COMMISSIONING REQUIRED BY NFPA
DATA FROM: REXBURG FIRE DEPARTMENT
FLOW: 1,000 GPM
RESIDUAL PRESSURE: 65 PSI
STATIC PRESSURE: 75 PSI
PURPOSES:
ENGINEER. THE FOLLOWING WATER SUPPLY MAY BE USED FOR ESTIMATING
PERSONNEL. SUBMIT A COPY OF THE FLOW TEST REPORT TO THE PROJECT
SCHEDULE ALL FLOW TESTS WITH APPROPRIATE FIRE AND/OR WATER DEPARTMENT
APPROPRIATE REDUCTION FACTORS TO ACCOUNT FOR SEASONAL VARIATIONS.
BEGINNING DESIGN OF THE FIRE SPRINKLER/STANDPIPE SYSTEM. APPLY
TEST IN ACCORDANCE WITH NFPA 291 AFTER AWARD OF THE CONTRACT BUT BEFORE
THE FIRE PROTECTION SUBCONTRACTOR SHALL PERFORM A FIRE HYDRANT FLOW
2" AND SMALLER - SCHEDULE 30
2-1/2" AND LARGER - SCHEDULE 10
ASTM A135 OR A795
ALL FIRE SPRINKLER PIPING SHALL BE STEEL PIPE CONFORMING TO ANSI/ASTM A53,
2
NTS NTS
RISER DETAIL - BUILDING B
NTS NTS
RISER DETAIL - BUILDING A
1
NTS NTS 3
FIRE SPRINKLER FLOOR CONTROL VALVE ASSEMBLY
3