HomeMy WebLinkAboutAPPROVED DRAWINGS - 23-00173 - Beehive Federal Credit UnionAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Don Allen Don.Allen@rexburg.org 208-372-2174
Alex Owens Alex.Owens@rexburg.org 208-372-2172
Description : Beehive Federal Credit Union
Address : 220 E Moody Rd
Record Type : New Commercial Building
Document Filename : DRAWINGS - Beehive FCU North Rexburg Bid Set.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 23-00173
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
G1.0 Free Text Cody Jones : Building Open 1 Exit signs and Exit lighting to comply with 1008 and 1013.
G1.0 Stamp Cody Jones : Building Open 1 Corrections Required
G1.1 Free Text Cody Jones : Building Open 2 To be van accessible.
G1.1 Free Text Cody Jones : Building Open 2 Concealed spaces need to have fire blocking and draft
stopping installed as per Section 718.
G1.1 Free Text Cody Jones : Building Open 2 Not fewer then two drinking fountains shall be provided. One
for people who use wheelchair and one for standing person.
Section 1109.5.1.
G1.1 Free Text Cody Jones : Building Open 2 Ventilation to provided and comply with Section 1203.
L1.1 Free Text Cody Jones : Building Open 15 Grade to slope 6" in first 10'.
SP1.1 Free Text Cody Jones : Building Open 20 Cross slope of sidewalks and landings at doors not to exceed
2%.
A1.3 Free Text Cody Jones : Building Open 27 Suspended ceiling to be installed to manufactures
specifications.
New Commercial Building
Approval of plans does not constitute approval of variance from code
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
S1.0 Free Text Cody Jones : Building Open 46 Stamped Engineered roof trusses approved by Building Design
Professional needed when received.
S1.1 Free Text Cody Jones : Building Open 47 Special Inspector needs to be identified as per Section1704.2.1
S2.0 Free Text Cody Jones : Building Open 50 Damp proofing and water proofing to comply with IBC Section
1804.4.
S2.0 Free Text Cody Jones : Building Open 50 City Ordinance requires one horizontal bar in top 6" of wall.
G1.0 Stamp Alex Owens : Electrical Open 1 Corrections Required
G1.0 Free Text Alex Owens : Electrical Open 1 Requirements on pg 70 are above and beyond 2017 NEC.
Please verify with engineer requirements on plan are what he
wants installed.
E3.0 Callout Alex Owens : Electrical Open 70 2017 NEC requires minimum #4 GEC. Please verify 1/0 is
desired.
E3.0 Callout Alex Owens : Electrical Open 70 2017 NEC requires minimum #6 GEC for ground rods. Please
verify #4 is desired.
G1.0 Stamp Don Allen : Mechanical Open 1 Approved - Plumbing Inspector
G1.0 Stamp Don Allen : Mechanical Open 1 Approved - Mechanical Inspector
Approval of plans does not constitute approval of variance from code
Powered by TCPDF (www.tcpdf.org)
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FINISHED FLOOR
ELEV. 100'-0"ELEVATION TAG
1 REVISION TAG
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?KEYNOTE TAG
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A101
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N
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N1
E1
S1
W1
B1 F1
ADDITIONAL FINISH NOTES
PLAN SOUTH WALL FINISH
BASE FINISH
PLAN WEST WALL FINISH PLAN NORTH WALL FINISH
FLOOR FINISH
ADDITIONAL FINISH NOTES
PLAN EAST WALL FINISH
300 STOREFRONT TYPE TAG
9.6A-1
WALL'S FIRE RATING - HR
UNIQUE WALL TYPE
CONFIGURATION
STRUCTURAL MATERIAL
TYPE - CSI DIVISIONS
STRUCTURAL MATERIAL
WIDTH
VICINITY MAP: REXBURG, IDAHO
PROJECT LOCATION
HWY 20
HWY 33
2N
D
E
A
S
T
MOODY ROAD
DESIGN TEAM
OWNER
ARCHITECT
CIVIL ENGINEERS
LANDSCAPE ARCHITECT
STRUCTURAL ENGINEERS
MECHANICAL ENGINEERS
ELECTRICAL ENGINEERS
BEEHIVE FEDERAL CREDIT UNION
CRAIG GUMMOW - CEO
1087 ERIKSON DRIVE
REXBURG, IDAHO 83440
PHONE: (208) 656-1000
NBW ARCHITECTS P.A.
990 JOHN ADAMS PARKWAY
IDAHO FALLS, IDAHO 83401
PHONE: (208) 522-8779
FAX: (208) 522-8785
CONNECT ENGINEERING
2295 N YELLOWSTONE HWY, STE #6
IDAHO FALLS, IDAHO 83401
PHONE: (208) 881-0081
BRECKON LAND DESIGN
6661 N. GLENWOOD ST
GARDEN CITY, IDAHO 83714
PHONE: (208) 376-5153
FROST STRUCTURAL ENGINEERING
1020 E. LINCOLN RD.
IDAHO FALLS, IDAHO 83401
PHONE: (208) 227-8404
ENGINEERED SYSTEMS ASSOCIATES
1355 EAST CENTER ST.
POCATELLO, IDAHO 83201
PHONE: (208) 233-0501
FAX: (208) 233-0529
PAYNE ENGINEERING, INC.
1823 EAST CENTER ST.
POCATELLO, IDAHO 83201
PHONE: (208) 232-4439
FAX: (208) 232-1435
ABBREVIATIONS
# - NUMBER OR POUND
& - AND
A.F.F. - ABOVE FINISH FLOOR
AL - ALUMINUM
ALUM. - ALUMINUM
B.O. - BOTTOM OF
CMU - CONCRETE MASONRY UNIT
CONC. - CONCRETE
CONT. - CONTINUOUS
DEMO. - DEMOLITION OR DEMOLISH
DIA. - DIAMETER
DN - DOWN
EA. - EACH
EIFS - EXTERIOR INSULATION & FINISHING SYSTEM
ELEC. - ELECTRICAL
ELEV. - ELEVATION
EQ. - EQUAL
EQUIP. - EQUIPMENT
EXT. - EXTERIOR
F.F. - FINISH FLOOR
FRP - FIBERGLASS REINFORCED PLASTIC
GA. - GAUGE
GYP. - GYPSUM
H.M. - HOLLOW METAL
HR - HOUR
HVAC - HEATING, VENTILATING, & AIR CONDITION
I.D. - INSIDE DIAMETER
I.M.P. - INSULATED METAL PANEL
INSUL. - INSULATION
INT. - INTERIOR
MAX. - MAXIMUM
MECH. - MECHANICAL
MFR - MANUFACTURER
MIN. - MINIMUM
N.I.C. - NOT IN CONTRACT
NO. - NUMBER
O.C. - ON CENTER
O.D. - OUTSIDE DIAMETER
PLY - PLYWOOD
PLUM. - PLUMBING
PVC - POLYVINYL CHLORIDE
RCP - REFLECTED CEILING PLAN
REQ'D - REQUIRED
SIM. - SIMILAR
SPM - SINGLE PLY MEMBRANE
STOR. - STORAGE
STRUCT. - STRUCTURAL
T.O. - TOP OF
TYP. - TYPICAL
U.N.O. - UNLESS NOTED OTHERWISE
W/ - WITH
W.C. - WATER CLOSET
WD - WOOD
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NEW BUILDING FOR:
BEEHIVE FCU - NORTH REXBURG
CORNER OF 2ND EAST AND MOODY RD.
REXBURG, IDAHO 83440
CJR
GLN
DRAWING INDEX
GENERAL
G1.0 GENERAL INFORMATION
G1.1 CODE ANALYSIS
G1.2 ANSI STANDARDS
CIVIL
C1.00 COVER
C2.00 NOTES
C3.00 REFERENCE SHEET
C4.00 EXISTING CONDITIONS
C5.00 GENERAL LAYOUT
C6.00 UTILITY LAYOUT
C7.00 GRADING
C8.00 DETAILS
C9.00 DETAILS 2
C10.0 STORMTECH DETAILS
C11.0 EROSION CONTROL
LANDSCAPE
L1.1 LANDSCAPE PLAN
L1.5 LANDSCAPE DETAILS
L2.1 IRRIGATION PLAN
L2.5 IRRIGATION DETAILS
L2.6 IRRIGATION DETAILS
SITE DESIGN
SP1.1 SITE PLAN - HORIZONTAL CONTROL
SP2.1 SITE DETAILS
SP2.2 SITE DETAILS
SP2.3 SITE DETAILS
ARCHITECTURAL
A1.0 WALL AND ROOF TYPES
A1.1 DIMENSION PLAN
A1.2 ANNOTATION PLAN
A1.3 REFLECTED CEILING PLAN
A1.4 SIGNAGE, FLOOR FINISHED, AND DETAILS
A1.5 OWNER FURNISHED PLAN
A2.1 BUILDING ELEVATIONS
A3.1 BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A3.3 3D SECTIONS
A4.1 WALL SECTION
A4.2 WALL SECTIONS
A4.3 WALL SECTIONS
A4.4 ENLARGED SECTIONS AND ELEVATION
A5.1 ENLARGED PLANS AND ELEVATIONS
A5.2 ENLARGED PLANS, ELEVATIONS, AND SECTIONS
A5.3 CASEWORK DETAILS
A5.4 FLOOR PLAN DETAILS
A6.1 DOOR SCHEDULE & ELEVATIONS
A6.2 DOOR AND WINDOW DETAILS
A7.1 ROOF PLAN
A7.2 ROOF DETAILS
PROJECT PERSPECTIVE
DRAWING INDEX
STRUCTURAL
S1.0 GENERAL STRUCTURAL NOTES
S1.1 SPECIAL INSPECTIONS
S1.2 TYPICAL DETAILS
S1.3 TYPICAL DETAILS
S2.0 FOUNDATION PLAN
S2.1 LOWER ROOF FRAMING PLAN
S2.2 UPPER ROOF FRAMING PLAN
S3.0 FOUNDATION DETAILS
S3.1 FOUNDATION DETAILS
S4.0 ROOF FRAMING DETAILS
S4.1 ROOF FRAMING DETAILS
S4.2 ROOF FRAMING DETAILS
S4.3 ROOF FRAMING DETAILS
MECHANICAL
M1.0 MECHANICAL FOUNDATION PLAN
M1.1 MECHANICAL FLOOR PLAN
M2.1 MECHANICAL DETAILS
M3.1 EQUIPMENT SCHEDULE AND DETAILS
PLUMBING
P1.0 PLUMBING FOUNDATION PLAN
P1.1 PIPING FLOOR PLAN
P2.1 PLUMBING DETAILS AND DIAGRAMS
ELECTRICAL
E0.0 ELECTRICAL SYMBOLS AND DETAILS
E0.1 ELECTRICAL SITE PLAN
E1.0 LIGHTING PLAN
E2.0 POWER/DATA PLAN
E3.0 POWER RISER AND SCHEDULE
E3.1 ELECTRICAL SCHEDULES AND DETAILS
Exit signs and Exit lighting to comply with 1008 and 1013.
R e q u ire me nts on pg 7 0 are ab ov e
and b e yond 2 017 N EC . P le ase
v e rify with e ngine e r re q u ire me nts
on plan are what he wants installe d.
CODE ANALYSIS
RELEVANT CODES:
BUILDING/STRUCTURAL: 2018 IBC
ELECTRICAL: 2017 NEC
PLUMBING:2017 IPC
MECHANICAL:2018 IMC
FIRE:2018 IFC
ENERGY:2018 IECC
BUILDING OCCUPANCY:
B -BUSINESS
RISK CATEGORY (1604.5)
RISK CATEGORY II
CONSTRUCTION TYPE:
TYPE V-B, NON-PROTECTED NON FIRE SPRINKLED
ALLOWABLE HEIGHT AND AREA:
ALLOWED STORIES -2 AREA -9,000 SQFT HEIGHT -40'
ACTUAL STORIES -1 AREA -2,676 SQFT HEIGHT -21'-6"
AREA BY OCCUPANCY GROUP:
MAIN LEVEL
B 2,676 SQFT
TOTAL 2,676 SQFT
FIRE RESISTANCE HOUR-RATING FOR BUILDING ELEMENTS (TABLE 601):
TYPE V-B, ALL ELEMENTS -0-HR
OCCUPANT EGRESS WIDTH:
EGRESS WIDTH 29 X 0.2 = 5.8" REQ'D OR 36" MIN. -108" PROVIDED (1005.3.2)
TRAVEL DISTANCE 200' MAXIMUM -72' ACTUAL
COMMON PATH OL ≤30, NS = 100FT MAX. // ACTUAL = 37'-0" //
NOTE: 2ND EXIT IS NOT REQ'D, BUT IS PROVIDED
DEAD END CORRIDOR NOT APPLICABLE
ADA TELLER SERVICE COUNTER:ADA MEMBERS TO RECEIVE BANKING SERVICES IN ADJACENT
OFFICES WHERE DESKS MEET HEIGHT REQUIREMENT.
BUILDING INFORMATION:
HEIGHT OF BUILDING: 21'-6"
NUMBER OF STORIES: 1
WATER CLOSET COUNT:(TOILET ROOMS TO UNISEX)
OCC.LOAD CODE REQ'D PROVIDED
B-MALE 14 1/25 (1st 50)1 1
B-FEMALE 15 1/25 1 1
LAVATORY COUNT:
OCC.LOAD CODE REQ'D PROVIDED
B-MALE 14 1/40 (1st 80)1 1
B-FEMALE 15 1/40 (1st 80)1 1
DRINKING FOUNTAIN COUNT:
OCC.LOAD CODE REQ'D PROVIDED
B 29 1/100 1 1
SERVICE SINK COUNT:
OCC.LOAD CODE REQ'D PROVIDED
B NA NA 1 1
ZONING REQUIREMENTS:
LAND USE: CBC
REQUIRED PARKING STALLS = 3 PARKING STALL PER 1000 SQ. FT.
(2,676 / 1000) = 2.67 * 3 = 9 STALLS // ACTUAL PROVIDED = 25 STALLS
REQUIRED ADA STALLS: 1 -25 = 1// ACTUAL PROVIDED = 1 ADA STALL
1B
MANAGER
103
1B
OFFICE 1
104
2B
DRIVE-THRU
106
9A
BREAK
107
1B
TOILET
118
1B
TOILET
117
1S
I.T.
116
1S
MECH.
111
1S
JAN./STOR.
112
1B
OFFICE 2
113
1B
OFFICE 3
115
1B
HALLWAY
108
7B
MAIN LOBBY
102
17
12
1B
VESTIBULE
101
OCCUPANCY LOAD PLAN KEY
ACCESSORY 300 GROSS S
BUSINESS 150 GROSS B
ASSEMBLY 15 NET A
A
ROOM NAME
ROOM #
30
FACTOR GROSS/
OCCUPANCY LOAD TYPE (SF) NET SYM.
TOTAL EGRESS LOAD = 29
OCCUPANT LOAD (AREA / LOAD FACTOR)
OCCUPANT LOAD TYPE SYMBOL
10
OCCUPANT LOAD SERVED BY EXIT
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G1.1
1 CODE ANALYSIS
T o b e v an acce ssib le .
V e ntilation to prov ide d and comply with
S e ction 12 03.
C once ale d space s ne e d to hav e fire
b lock ing and draft stopping installe d
as pe r S e ction 7 18.
N ot fe we r the n two drink ing
fou ntains shall b e prov ide d. O ne
for pe ople who u se whe e lchair
and one for standing pe rson.
S e ction 1109 .5 .1.
1
L1.5
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TYP.
TYP.
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DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
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"
1'
-
1
1
"
1'
-
1
1
"
4'-0"
(TYP.)
19'-6"
15
'
-
8
"
12'-10"8'-1 1/2"
5'-0"
6'-6"11'-0"5'-0"
13'-9"
24
"
30
"
30
"
10'-0"4'-0"10'-0"
10'-0"
R
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DRAWN BY:
DATE:
PROJECT NO.:
REVISIONS
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22021
APRIL 2023
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MECH.
111
JAN./STOR.
112
HALLWAY
108
BREAK
107
DRIVE-THRU
106
OFFICE 1
104
MANAGER
103
AA
AA
BB
BB
CC
CC
3.5
4.8
1.5
R
A7.2
SEE DETAIL ON
/BA1.3
8'-7"C1
8'-7"C1
8'-7"C1
8'-0"C2
8'-0"C2
9'-0"C2
C3 VARY
8'-6"C1
TOILET
118
TOILET
117
I.T.
116
MAIN LOBBY
102
C3 VARY
SEE DETAIL
/BA1.3
C4 VARY
C5 VARY
C5
VA
R
Y
C5
V
A
R
Y
C5
V
A
R
Y
C5 VARY
C5 VARY
C5
V
A
R
Y
C5 VARY
C5
V
A
R
Y
C5 VARY
A1.3
2
1'-6"7'-1 1/2"6"7'-1 1/2"6"7'-1 1/2"6"7'-1 1/2" 1'-6"
1'-6"7'-1 1/2"6"7'-1 1/2"6"7'-1 1/2"6"7'-1 1/2"
C4 VARY
C4 VARY
C3 VARYC3VARYC3VARY
C3 VARY
C3 VARYC3 VARY
C4 VARY
1'
-
6
"
2
0
'
-
0
1
/
2
"
1
'
-
6
"
1
'
-
6
"
7
'
-
4
3
/
4
"
1
'
-
6
"
A
A1.3
A
A1.3
9'-0"C2
C4 VARY
A
A1.3
CAMERA
CAMERA
FUTURE CAMERA
360 DEGREE CAMERA
360 DEGREE CAMERA
SPEAKER AND
VOLUME CONTROL
CAMERA CAMERA CAMERA
CAMERA
CAMERAS
360 DEGREE CAMERA
FUTURE CAMERA
CAMERA
CAMERA
SPEAKER AND
VOLUME CONTROL
SPEAKER AND
VOLUME CONTROL
SPEAKER AND
VOLUME CONTROL
TWO SPEAKERS -
HIGH ON THE WALL
ABOVE OFFICES
D.1 C.1 B.1
A1.3
1
SEE FOR LOWER
CEILING PLAN
SEE FOR LOWER
CEILING PLAN
24x24 SREVICE ACCESS PANEL TO PNEUMATIC
UNIT BLOWERS ABOVE SOFFIT -FIELD VERIFY
LOCATION WITH DIEBOLD EQUIPMENT INSTALLERS
CURVED WOOD BARREL TRUSS
5/8" GYP BOARD --
ATTACH TO BOTTOM CHORD
7/8" FURRING HAT CHANNEL
16" O.C.
1/2" PLYWOOD
1" 6"
SEE STRUCTURAL FOR SPACING
2X4 BLOCKING BETWEEN
TRUSSES TO SUPPORT ENDS
OF CHANNEL (AS NEEDED).
SHADOW
JOINT
PARALLEL TO TRUSS PERP. TO TRUSS PERP. EDGE DETAIL
CURVED WOOD BARREL TRUSS
5/8" GYP BOARD --
ATTACH TO BOTTOM CHORD
7/8" FURRING HAT CHANNEL
16" O.C.
1/2" PLYWOOD
1" SHADOW
JOINT
1/2" ZINTRA ACOUSTICAL
PANEL FULLY ADHERED,
BUTTED JOINTS AS REQ'D
TO CONCEAL JOINTS
1"
1/2" ZINTRA ACOUSTICAL
PANEL FULLY ADHERED,
BUTTED JOINTS AS REQ'D
TO CONCEAL JOINTS
WALL OR STOREFRONT
1'-6" TO INSIDE FACEOF1"
CEILING FINISH
C1 2 X 4 LAY-IN ACOUSTICAL PANELS
C2 GYPSUM BOARD OVER WOOD STUDS
C3 ZINTRA ACOUSTICAL PANEL OVER CURVED PLYWOOD
C4 GPYSUM BOARD DIRECT APPLICATION (PAINT)
C5 PREFINISHED METAL SOFFIT
C6 12 x 12 GLUE-UP ACOUSTICAL TILES
CEILING SCHEDULE KEY
C R O S S R U N N E R
MAIN RUNNER
4
5
°
M
A
X
.
1/2" CONDUIT
COMPRESSION BRACE -
FULL HEIGHT - TYP.
VERTICAL
WIRES AT
4'-0" O.C.
4 5 ° M A X .
SPLAY WIRE AT
12'-0" O.C. IN
EACH PLAN OF
EACH RUNNER
2" MIN.
SEISMIC CLIP
7/8" X 7/8" WALL
MOLDING
3/4" CLEAR AT
UNATTACHED
END
LATERAL FORCED BRACING REQUIRED FOR CEILING AREAS OVER 1,000 S.F.
CEILING AREAS UNDER 1,000 S.F. ARE NOT.
RIDGED BRACES MAY BE USED INSTEAD OF DIAGONAL SPLAY WIRES.
A SEISMIC SEPARATION JOINT IS REQUIRED FOR CEILING AREAS GREATER
THAN 2,500 S.F.
MAIN OR
CROSS
RUNNER
8" MAX.
12 GA. WIRE OR
APPROVED
WALL SUPPORT
PERIMETER SPACER
AT UNATTACHED
WALLS
LATERAL FORCE BRACE DETAIL
WALL MOLDING DETAIL
1 2 '-0 " T Y P .
6 '-0 " M A X ..
12'-0" TYP.
6'-0" MAX..
SUSPENSION SYSTEM LAYOUT
NOT TO SCALE
CEILING SUSPENSION SYSTEM
FIRST LINE OF BRACING
CEILING GRID SHALL BE ATTACHED TO WALL
MOLDING AT TWO ADJACENT WALLS
LATERAL FORCE
BRACE DETAIL
WALL MOLDING WALL MOLDING
4
3
E
5
OFFICE 2
113
OFFICE 3
115
10'-0"C6
10'-0"C6
FUTURE CAMERA
FUTURE CAMERA
SPEAKER AND
VOLUME CONTROL
SPEAKER AND
VOLUME CONTROL
SPEAKER AND
VOLUME CONTROL
1'-0"
1'
-
1
1
/
4
"
PRE-FINISHED METAL SOFFIT
2X WOOD FRAMING
FASTENED TO BOTTOM
CORD FOR WOOD TRUSS
2X4 WOOD FRAMING
1/2" WOOD SHEATHING
PRE-FINISHED METAL FASCIA
PRE-FINISHED METAL SOFFIT
66
D C
C5 VARY
C5 VARY
C5 VARY
360 DEGREE CAMERA
HEIGHT STRIP CAMERA
I D A H O
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CJR
GLN
SCALE:
N
1/4" = 1'-0"
REFLECTED CEILING PLAN
SCALE: 1 1/2" = 1'-0"
A1.3
B DETAIL
SCALE: 1 1/2" = 1'-0"
CEILING GRID BRACING
SCALE: 1/4" = 1'-0"
A1.3
2 REFLECTED CEILING PLAN
SCALE:1" = 1'-0"
A1.3
A DETAIL
SCALE: 1/4" = 1'-0"
A1.3
1 REFLECTED CEILING PLAN
S u spe nde d ce iling to b e
installe d to manu factu re s
spe cifications.
CAST IN PLACE
CENTERLINE
CENTERLINE OF BEAM
CENTERLINE OF COLUMN
CENTERLINE OF WALL
CLEAR
CONCRETE
CONCRETE CONTROL JOINT
CONCRETE SAWCUT JOINT
CONCRETE MASONRY UNIT
CONNECTION
CONTINUOUS
DEAD LOAD
DOWN
DRAWING(S)
EQUAL
EQUIPMENT
EXPANSION JOINT
EACH WAY
FINISHED FLOOR
FACE OF STEEL
FACE OF WALL
GAUGE
GALVANIZED
GENERAL STRUCTURAL NOTES
CENTERLINE OF FOOTING
FACE OF MEMBER
EXPANSION BOLT
EDGE OF SLAB
DIAMETER
GALV.
GSN
DN.
DWG(S)
EQ.
EQUIP.
EXP. JT (E.J.)
E.W.
F.F.
F.O.S.
F.O.W.
GA.
F.O.M.
EXP. BOLT
E.O.S.
o OR DIA.
C.I.P.
C.L.
C.L.B.
C.L.C.
C.L.W.
CLR
CONC
C.C.J.
C.S.J.
C.M.U.
CONN.
CONT.
D.L.
C.L.F.
W/ WITH
W/O WITHOUT
T.O.P.
U.N.O.
W.W.F.
TYP.
VERT
T.O.S.
T.O.W.
T.O.D.
T.O.F.
T.O.L.
T.O.M.
STD
T.O.B.
T.L.
SLH
SLV
SIM.
SQ.
PSF
PSI
REINF.
PREFAB
OPP.
P.C.
PLF
N.T.S.
O.C.
O.F.W.
TOP OF FOOTING
UNLESS NOTED OTHERWISE
WELDED WIRE FABRIC
TOP OF MASONRY
TOP OF PLATE
TOP OF STEEL
TOP OF WALL
TYPICAL
VERTICAL
STANDARD
TOP OF BEAM
TOP OF DECK
TOP OF LEDGER
TOTAL LOAD
OUTSIDE FACE OF WALL
PRECAST CONCRETE
POUNDS PER LINEAR FOOT
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
SHORT LEG VERTICAL
SHORT LEG HORIZONTAL
REINFORCING
SIMILAR
SQUARE
NOT TO SCALE
ON CENTER
OPPOSITE
PREFABRICATED
AGGREGATE BASE COURSE
AIR CONDITIONER
ABOVE FINISHED FLOOR
ALTERNATE
ANCHOR BOLT
AT (MEASUREMENT)
BEAM
BOTTOM OF BEAM
BOTTOM OF DECK
BEARING
BELOW FINISHED FLOOR
BOTTOM OF FOOTING
A.B.C.
A/C
A.F.F.
ALT.
A.B.
@
BM
B.O.B.
B.O.D.
BRG
B.F.F
B.O.F.
ABBREVIATIONS
LBS (#)
MFR('S)
M.C.J.
MECH'L.
N/A
LLV
LLH
HORIZ.
K(KIP)
GLB (GLULAM)
I.F.W.
L.L.
LONG LEG VERTICAL
MANUFACTURER('S)
MASONRY CONTROL JOINT
NOT APPLICABLE
LONG LEG HORIZONTAL
GLUED-LAMINATED BEAM
INSIDE FACE OF WALL
POUNDS
MECHANICAL
HORIZONTAL
1000 POUNDS
LIVE LOAD
EXISTING(E)
MIN. MINIMUM
MAX. MAXIMUM
SYMBOLS LEGEND
WALLS WITH SOLID LINES DESIGNATE STRUCTURAL (BEARING) WALLS.
WALLS WITH DASHED LINES DESIGNATE NON-STRUCTURAL (NON-BEARING)
WALLS.
WALLS WITH HATCH DESIGNATE MASONRY WALLS.
, , , -AS SHOWN ON PLAN INDICATES A SHEARWALL; HATCHING IN WALL
DESIGNATES SHEARWALL LENGTH.
5 6 7
, , - AS SHOWN ON PLAN INDICATES A SHEARWALL HOLDOWN. SEE HOLDOWN
SCHEDULES AND DETAILS FOR ADDITIONAL INFORMATION.
A B
INDICATES HVAC EQUIPMENT ON ROOF OR IN ATTIC SPACE. SEE TYPICAL
DETAILS FOR FRAMING INFORMATION.
- AS SHOWN ON PLAN INDICATES A HELICAL PIER.
XXXX CS16, CMSTC16, ECT. - AS SHOWN AT WALL OPENINGS INDICATE STRAPPING,
PROVIDE STRAPPING PER "TYPICAL STRAP AT OPENING" DETAIL.
D=xxx# INDICATES DRAG LOAD (ASD) THAT TRUSS MANUFACTURER IS TO DESIGN
TRUSS FOR IN BOTH TENSION AND COMPRESSION.
STEP INDICATES STEPPED OR DEPRESSED SLAB.
C=X" INDICATES CAMBER IN BEAM.
INDICATES RIDGID CONNECTION.
(NOT ALL SYMBOLS NECESSARILY APPLY TO THIS PROJECT)
P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST. SEE POST
SCHEDULE FOR MORE INFORMATION.
SC1, SC2, ETC. - AS SHOWN ON PLAN INDICATES A STEEL COLUMN. SEE
STEEL COLUMN SCHEDULE FOR ADDITIONAL INFORMATION. COLUMNS START
AT THE LEVEL THEY ARE CALLED OUT ON.
PX
SCX
RME
XXX#
N
O
TF
O
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C
O
N
S
T
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I
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P
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P
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PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONS
PR
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23-038
BE
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S
02/23/2023
AV
SHEET INDEX
SHEET DESCRIPTION DETAILS
S1.0 GENERAL STRUCTURAL NOTES ---
S1.1 SPECIAL INSPECTIONS ---
S1.2 TYPICAL DETAILS T - SERIES
S1.3 TYPICAL DETAILS T - SERIES
S2.0 FOUNDATION PLAN ---
S2.1 LOWER ROOF FRAMING PLAN ---
S2.2 UPPER ROOF FRAMING PLAN ---
S3.0 FOUNDATION DETAILS 100 - SERIES
S3.1 FOUNDATION DETAILS 100 - SERIES
S4.0 ROOF FRAMING DETAILS 200 - SERIES
S4.1 ROOF FRAMING DETAILS 200 - SERIES
S4.2 ROOF FRAMING DETAILS 200 - SERIES
S4.3 ROOF FRAMING DETAILS 200 - SERIES
LOCATION LIVE / SNOW
LOAD DEAD LOAD
ELEMENTS LIVE LOAD TOTAL LOAD
LOCATION:MINIMUM
COVER TOLERANCE
USE:CONCRETE
STRENGTH:
MAX W/C
RATIO
AIR
ENTRAINMENT
USE:MATERIAL:
GENERAL REQUIREMENTS:
BASIS FOR DESIGN:
FOUNDATION NOTES:CONCRETE:WOOD:DEFERRED SUBMITTAL ITEMS:
1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN
DESIGNED PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND
LOSS OF LIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).
2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVE
BEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE AND
COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY
REPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY
NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN
EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKING
KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING
REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT
EVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON
THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY
ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT
EXPLICITLY SHOWN.
3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE
THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES
AND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED
ON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS
STATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'S
CONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.
4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL
NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.
TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS,
BUT SHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN,
CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS
MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR
CLARITY.
5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,
MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS
AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL
DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH
THE ARCHITECT AND STRUCTURAL ENGINEER.
6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIRED
BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANS
SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING
DEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN
OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.
1.BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.
RISK CATEGORY = II
4. SEISMIC DESIGN PARAMETERS:
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
PROCEDURE
IMPORTANCE FACTOR Ie = 1.00
SEISMIC DESIGN CATEGORY D
MAPPED SPECTRAL RESPONSE
ACCELERATIONS S1 = 0.143, SS = 0.367
DESIGN SPECTRAL RESPONSE
ACCELERATIONS
PERCENT SNOW INCLUDED WITH
SEISMIC LOADS 20
VERTICAL SHEAR TRANSFER ELEMENTS:
AT BUILDING: PLYWOOD SHEARWALL(S)
AT DRIVE-THRU: STEEL ORDINARY
CANTILEVERED COLUMNS
R = 6.5, CS = 0.057
5. WIND DESIGN PARAMETERS (STRENGTH):
ULTIMATE WIND SPEED 115 MPH (3 SECOND GUST)
WIND EXPOSURE C
IMPORTANCE FACTOR Iw = 1.00
INTERNAL PRESSURE COEFFICIENT -0.18
COMPONENT AND CLADDING PRESSURE 27.2 PSF
NET UPLIFT ON ROOF 26.5 PSF
2. VERTICAL LOADS:
ROOF ROOF = 35 PSF
GROUND = 50 PSF 20 PSF
3. DEFLECTION LIMITS:
ROOF TRUSSES/JOISTS L/360 L/240
BEAMS L/360 L/240
3.A ONE-THIRD INCREASE IN BEARING PRESSURES IS ALLOWED WITH SEISMIC OR
WIND LOAD COMBINATIONS. LATERAL BEARING AND LATERAL SLIDING RESISTANCE
MAY BE COMBINED.
4.ALL FOUNDATIONS SHALL BEAR ON COMPACTED ENGINEERED FILL OR COMPETENT
NATIVE SOIL SUBBASE COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR).
GRADE IS DEFINED AS LOWEST ADJACENT GRADE WITHIN 5 FEET OF THE BUILDING
FOR PERIMETER FOOTINGS. WHERE EXTERIOR PAVING OR CONCRETE IS DIRECTLY
ADJACENT TO BUILDING, GRADE IS DEFINED AS TOP OF EXTERIOR PAVING AT LEAST
5 FEET FROM BUILDING. CONCRETE FOOTING EXCAVATIONS SHALL BE CLEAN AND
FREE OF LOOSE DEBRIS OR UN-COMPACTED MATERIAL AT TIME OF CONCRETE
PLACEMENT.
5.CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON A 4 INCH (MIN) LAYER OF
FREE-DRAINING GRANULAR MAT (DRAINAGE FILL COURSE). THE MAT SHOULD
CONSIST OF A WELL GRADED SAND AND GRAVEL MIXTURE WITH MAXIMUM 3/4-INCH
CRUSHED AGGREGATE. THE GRANULAR MAT SHOULD BE COMPACTED TO NO LESS
THAN 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557.
6.BACKFILL AGAINST RESTRAINED WALLS SHALL NOT BE PLACED UNTIL AFTER THE
WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS AND
CONCRETE OR GROUT STRENGTH HAS REACHED THE 28 DAY STRENGTH LISTED
BELOW.
THE SOIL DESIGN VALUES FOR THE FOUNDATION ARE:
ALLOWABLE BEARING PRESSURE 2500 PSF
ALLOWABLE LATERAL BEARING PRESSURE 100 PSF/FT
ALLOWABLE LATERAL SLIDING COEFFICIENT 0.25
FOUNDATION BEARING DEPTH
36" BELOW FINISHED GRADE
2.ALL NORMAL WEIGHT CONCRETE SHALL BE REGULAR WEIGHT OF 150 POUNDS PER
CUBIC FOOT USING HARD ROCK AGGREGATES. AGGREGATE USED IN CONCRETE
SHALL CONFORM TO ASTM C33. .
3.LAP SPLICES FOR BEAMS AND FLOOR SLABS SLABS SHALL BE ACCORDING TO
CHAPTER 12 OF ACI 318 OR LAP SCHEDULE ON THESE DRAWINGS.
STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. NO TACK WELDING OF
REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE
STRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY.
PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL
CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. VERTICAL WALL BARS SHALL
BE SPLICED AT OR NEAR FLOOR LINES.
4.ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS
"CLEAR" OR "CLR" ARE TO CENTER OF STEEL. MINIMUM COVER FOR
NON-PRESTRESSED CONCRETE REINFORCING SHALL BE AS FOLLOWS:
5.MAXIMUM SLUMP FOR ALL CONCRETE SHALL BE 6". PORTLAND CEMENT SHALL
CONFORM TO ASTM C150. TYPE V CEMENT SHALL BE USED FOR CONCRETE IN
CONTACT WITH ALKALINE SOIL, AND TYPE II ELSEWHERE.
6.NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND
CONCRETE PLACEMENT UNLESS APPROVED BY THE TESTING AGENCY.
7.CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN ACI
614, ACI 301 AND ACI 318. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED,
EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND AND UNDER
FLOOR DUCTS, ETC. CAST CLOSURE POUR, WHERE SHOWN ON PLANS AROUND
COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. REMOVE ALL DEBRIS FROM
FORMS BEFORE PLACING CONCRETE.
ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS,
ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE FORMS
BEFORE PLACING THE CONCRETE.
8.ALL CONCRETE SLABS ON GRADE SHALL BE DIVIDED INTO AREAS BY CONTROL
JOINTS (KEYED OR SAW CUT) SUCH THAT ONE SLAB AREA DOES NOT EXCEED A
MAXIMUM LENGTH OF 24 TIMES THE SLAB THICKNESS IN BOTH DIRECTIONS
(EXAMPLE: 4" SLAB = 8'-0" LENGTH). SQUARE LAYOUTS ARE PREFERRED, BUT THE
SLAB GEOMETRY MAY DICTATE OTHERWISE. THE RATIO OF THE LONG TO SHORT
DISTANCE SHALL NOT EXCEED 1.3. IT IS RECOMMENDED THAT SAW CUTS BE MADE
WITHIN 16 HOURS OF CONCRETE BATCHING.
KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING
POURING, ALL OTHER JOINTS MAY BE SAW CUT.
9.HORIZONTAL PIPES AND ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN
STRUCTURAL CONCRETE AND SLABS ON GRADE EXCEPT WHERE SPECIFICALLY
APPROVED OR NOTED BY THE STRUCTURAL ENGINEER. PIPES AND CONDUITS
SHALL NOT IMPAIR THE STRENGTH OF THE WORK.
10. FLY ASH MAY BE USED ONLY IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS
AND SHALL BE LIMITED TO 18 PERCENT OF CEMENTITIOUS MATERIALS AND SHALL
HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY
ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED
CONCRETE.
11.COLD/HOT WEATHER CONCRETE CONSTRUCTION: PROTECT CONCRETE FROM
DAMAGE OR REDUCED STRENGTH IN COMPLIANCE WITH ACI 305 AND 306.
12.CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND
APPROVED BY THE STRUCTURAL ENGINEER.
13.LIMIT ALKALI-SILICA REACTION (ASR) TO 0.1% EXPANSION AT 28 DAYS IN CONCRETE
MIX AT ALL EXTERIOR CONCRETE AND INTERIOR CONCRETE EXPOSED TO
MOISTURE.
CAST AGAINST EARTH (FOOTINGS)3"± 3/8"
SLABS ON GRADE 1 1/2"
EXPOSED TO EARTH OR WEATHER - #5 AND SMALLER
EXPOSED TO EARTH OR WEATHER - #6 AND LARGER 2"
NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE
GROUND ROOF SLAB 1"
STRUCTURAL SLABS AND WALLS
BEAMS AND COLUMNS (PRIMARY) REINFORCEMENT,
TIES, STIRRUPS AND SPIRALS
1. MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE AS FOLLOWS:
FOOTINGS 3500 PSI 0.50 5.5% ± 1%
FOUNDATION WALLS 4500 PSI 0.45 5.5% ± 1%
INTERIOR CONCRETE
SLABS ON GRADE 3500 PSI 0.45 N/A
1.GENERAL: DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS
WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE
ARCHITECT. DOUBLE UP JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2"
(NOMINAL) SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. UNLESS NOTED
OTHERWISE ON PLANS/DETAILS PROVIDE 2x SOLID BLOCKING AT MID-HEIGHT OF
BEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO IBC
TABLE 2304.10.1. JOIST HANGERS AND OTHER MISC. FRAMING ANCHORS SHALL BE
SIMPSON STRONG-TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT
ICC-ES APPROVAL.
2.SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF
THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR
THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB). ALL SAWN LUMBER SHALL
BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY.
SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADE UNLESS NOTED
OTHERWISE IN SCHEDULES:
2x4 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
2x6 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
JOISTS, TOP PLATES AND ALL OTHER
SAWN LUMBER DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
BEAMS AND POSTS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
LOCATION:NOMINAL
THICKNESS:
SPAN
INDEX
RATING:
EDGE
ATTACHMENT:
FIELD
ATTACHMENT:
WALL 8d AT 6" O.C. 8d AT 12" O.C.
ROOF 8d AT 6" O.C. 8d AT 12" O.C.
ROOF 8d AT 6" O.C. 8d AT 12" O.C.
ROOF 10d AT 6" O.C.10d AT 12" O.C.
ROOF 10d AT 6" O.C. 10d AT 12" O.C.
ROOF 10d AT 6" O.C. 10d AT 12" O.C.
FLOOR 10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
FLOOR 10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
FLOOR 10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
3. PLYWOOD: ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING CONFORMING TO
STANDARD PS 1-95. LAY UP PLYWOOD WITH FACE GRAIN IN PERPENDICULAR TO
SUPPORTS (ON ROOFS WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL
TO SUPPORTS, USE A MINIMUM OF 5-PLY PLYWOOD, STAGGER JOINTS). ALL NAILING,
COMMON NAILS. BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. ALL
PLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SPAN/INDEX RATING
AND SHALL BE NAILED AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS:
SCREWS AT FLOOR SHEATHING SHALL BE #8 SCREWS AND SHALL PENETRATE AT
LEAST 1 1/2" INTO THE SUPPORTING MEMBER. ALL FLOOR SHEATHING SHALL BE
GLUED TO SUPPORTING MEMBERS WITH AN APA AFG-01 QUALIFIED ADHESIVE.
PLYWOOD ALTERNATE: AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATED
SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL
OF OWNER, ARCHITECT AND ROOFER. IT MAY NOT BEUSED ON ROOFS WHERE BUILT
UP ROOF SYSTEM IS TO BE GUARANTEED BY ROOFER. RATED SHEATHING SHALL
COMPLY WITH CURRENT ICC-ES REPORTS AND SHALL HAVE A SPAN RATING
EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT AND
THICKNESS (WITHIN 1/32") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES.
INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
4.NOMINAL 2x AND 3x DECKING. TONGUE AND GROOVE TYPE. MINIMUM Fb = 1,600 PSI,
MINIMUM E = 1,300,000 PSI. INSTALL WITH TONGUES UP SLOPE ON PITCHED ROOFS,
AND OUTWARD IN THE DIRECTION OF LAYING ON FLAT ROOFS. NAIL EACH PLANK
WITH 16d TOENAIL (THRU THE TONGUE) AND 16d FACE NAIL AT EACH SUPPORT.
DECK SHALL BE INSTALLED AS SIMPLE SPAN WITH ALL PLANKS BEARING ON TWO
SUPPORTS. FOR REFERENCE AND/OR ADDITIONAL INFORMATION SEE AITC 117-2010.
5.GLUED-LAMINATED BEAMS (GLB): GLUED-LAMINATED BEAMS SHALL BE DOUGLAS FIR
COMBINATION AT 24F-V4 AT SIMPLE SPAN BEAMS AND 24F-V8 AT MULTI-SPAN AND
CANTILEVERED BEAMS WITH THE FOLLOWING MINIMUM PROPERTIES: FB = 2,400 PSI,
FV = 190 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,800 KSI. ALL BEAMS SHALL BE
FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATEST
AITC AND WCLA STANDARDS. BEAMS TO BEAR GRADE STAMP AND AITC STAMP AND
CERTIFICATE. CAMBER AS SHOWN ON DRAWINGS. STANDARD CAMBER IS BASED ON
A RADIUS OF CURVATURE OF 2000 FEET.
6.GLUED-LAMINATED COLUMNS: GLUED-LAMINATED COLUMNS SHALL BE DOUGLAS FIR
COMBINATION 3 WITH THE FOLLOWING MINIMUM PROPERTIES: FBY = 2,100 PSI, FBX =
2000 PSI, FVY = 230 PSI, FVX = 265 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,900 KSI.
ALL COLUMNS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND
HANDLING PER LATEST AITC AND WCLA STANDARDS. COLUMNS TO BEAR GRADE
STAMP AND AITC STAMP AND CERTIFICATE.
7.LAMINATED VENEER LUMBER (LVL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LVLs
SHALL BE: FB = 2,600 PSI, FV = 285 PSI, E = 2,000 KSI.
8.PARALLEL STRAND LUMBER (PSL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR PSLs
SHALL BE: FB = 2,900 PSI, FV = 290 PSI, E = 2,000 KSI.
9.LAMINATED STRAND LUMBER (LSL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LSLs
SHALL BE: FB = 2,325 PSI, FV = 310 PSI, E = 1,550 KSI.
10.SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL BE OF TREATED FIR.
SHEAR WALLS AND EXTERIOR WALL SILLS AT CONCRETE SLAB SHALL HAVE A
MINIMUM OF (2) ANCHOR BOLTS PER PIECE. PROVIDE ANCHOR BOLT AT 9" MAXIMUM,
4" MINIMUM FROM THE END OF EACH PIECE AT SPLICE OR END OF WALL. MAXIMUM
ANCHOR BOLT SPACING SHALL BE 72" ON CENTER UNLESS NOTED OTHERWISE ON
PLANS OR DETAILS. ALL ANCHOR BOLTS (OTHER THAN BOLTS FOR HOLDOWNS)
SHALL EMBED 7" INTO CONCRETE. ANCHOR BOLTS FOR HOLDOWNS SHALL NOT BE
CONSIDERED AS PART OF REQUIRED ANCHOR BOLTS ON SHEAR WALLS. ALL
EXTERIOR WALLS SHALL BE SECURED WITH MINIMUM ANCHOR BOLTS. INTERIOR
WALLS MAY BE SECURED TO CONCRETE WITH EITHER ANCHOR BOLTS OR POWER
DRIVEN SHOT PINS UNLESS NOTED OTHERWISE ON PLANS.
11.BOLTING: ALL BOLTS IN WOOD CONNECTIONS SHALL CONFORM TO ASTM A307.
BOLTS SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16" LARGER THAN THE Ø
(DIAMETER) OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT
STEEL WASHERS UNDER HEADS AND NUTS. NICK THREADS TO PREVENT
LOOSENING.
12.
OPEN-WEB WOOD ROOF TRUSSES
SD1 = 0.221, SDS = 0.369
GENERAL STRUCTURAL NOTES
(APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS)
± 1/4"
1 1/2" ± 3/8"
± 3/8"
1/8"
3/4"1/8"
1 1/2" 3/8"
PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE
DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD
LOADS. WHERE UNINHABITABLE ATTIC SPACE CAN BE USED FOR STORAGE, A 20
PSF LIVE LOAD ON THE BOTTOM CHORD SHALL BE INCLUDED IN THE ANALYSIS.
BRIDGING SIZE AND SPACING BY TRUSS MANUFACTURER UNLESS NOTED
OTHERWISE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH DESIGN
CALCULATIONS SEALED BY A REGISTERED ENGINEER FOR REVIEW PRIOR TO
MANUFACTURE FOR BOTH ROOF AND FLOOR TRUSSES WHEN USED.
SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING
POINTS. ALL CONNECTORS SHALL HAVE CURRENT ICC-ES APPROVAL. ADDITIONAL
TRUSSES SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL
EQUIPMENT. PER IBC SECTION 2303.4 AND TPI-1: EACH TRUSS SHALL BE LEGIBLY
BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE
IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS, THE DESIGN LOADS, AND
THE TRUSS SPACING - WITHIN TWO FEET OF THE CENTER OF THE SPAN ON THE
FACE OF THE BOTTOM CHORD.
PREFABRICATED WOOD/STEEL WEB JOIST/PURLINS (TJI/TJL SERIES OR EQUAL):
DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION
ICC-ES REPORT. CONNECTIONS AND BEARING MATERIAL TO BE DESIGNED AND
FURNISHED BY JOIST FABRICATOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
WITH DESIGN CALCULATIONS SEALED BY A REGISTERED STRUCTURAL ENGINEER
FOR REVIEW PRIOR TO MANUFACTURE. ADDITIONAL JOISTS SHALL BE SUPPLIED AS
REQUIRED TO SUPPORT MECHANICAL EQUIPMENT.
7/16" OR 1/2"
7/16" OR 1/2"
15/32" OR 1/2"
19/32" OR 5/8"
23/32" OR 3/4"
7/8"
3/4" T&G
7/8" T&G
1 1/8" T&G
24/16
24/16
32/16
40/20
48/24
60/32
48/24
60/32
60/48
1.
2.SITE PREPARATION AND GRADING REQUIREMENTS OF THE SOIL REPORT AND
ANY ADDENDUM'S SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF
FOUNDATIONS. ANY TESTS OR INSPECTIONS REQUIRED BY THE SOIL REPORT
SHALL BE PERFORMED PRIOR TO PLACEMENT OF FOUNDATION REINFORCING
STEEL OR CONCRETE. ALTERATIONS TO SITE PREPARATION OR GRADING SHALL
BE REPORTED TO THE GEOTECHNICAL ENGINEER PRIOR TO FOUNDATION
CONSTRUCTION.
FOUNDATIONS DESIGNED IN CONFORMANCE WITH RECOMMENDATIONS BY:
XCELL ENGINEERING, LLC. REPORT NO. P22296 DATED DECEMBER 14, 2022.
REINFORCING STEEL:
1.ASTM A615 GRADE 60 (FY = 60 KSI) DEFORMED BARS FOR ALL BARS #4 AND LARGER.
ASTM A615 GRADE 40 (FY = 40 KSI) DEFORMED BARS FOR ALL BARS #3 AND
SMALLER. GRADE 60 DEFORMED BARS SHALL BE USED FOR CONCRETE WALLS,
BEAMS, AND ELEVATED SLAB REINFORCING.
2.WELDING OF REINFORCING BARS SHALL BE MADE ONLY TO ASTM A706 GRADE 60
BARS AND ONLY USING E90 SERIES RODS. WELDING OF REINFORCING BARS SHALL
BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS.
3.REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI
SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO
FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.
STEEL:
1. MATERIALS: ROLLED W SHAPES, SHALL CONFORM TO ASTM A992 (FY=50 KSI). ALL
OTHER STRUCTURAL STEEL SHAPES, ROLLED SECTIONS, BARS AND PLATES SHALL
CONFORM TO ASTM A36 (FY = 36 KSI). ALL PIPE STEEL SHALL BE ASTM A501 (FY = 36
KSI) OR ASTM A53, TYPE E OR S, GRADE B (FY = 35 KSI). ALL TUBULAR STEEL SHALL
BE ASTM A500 (FY = 46 KSI).
2.ALL BOLTS AND STUDS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE. ALL
EXPANSION BOLTS TO HAVE CURRENT ICC REPORT RATING FOR MATERIAL INTO
WHICH INSTALLATION TAKES PLACE. HEADED STUDS SHALL CONFORM TO ALL
REQUIREMENTS OF THE LATEST EDITION OF THE "RECOMMENDED PRACTICES FOR
STUD WELDING" AND THE "STRUCTURAL WELDING CODE" PUBLISHED BY AWS. ALL
BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE INSTALLED WITH STEEL
WASHERS AT FACE OF WOOD OR AT SLOTTED HOLES IN STEEL SECTIONS.
3. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND
ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST
EDITION.
4.WELDING SHALL BE BY WELDERS HOLDING VALID CERTIFICATES AND HAVING
CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR
NOTES. ALL WELDING SHALL USE E70 SERIES LOW HYDROGEN RODS UNLESS
NOTED OTHERWISE. ALL WELDING PER LATEST AMERICAN WELDING SOCIETY
STANDARDS. ALL WELDS ON DRAWINGS ARE SHOWN AS SHOP WELDS.
CONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS DISCRETION. ALL FULL
PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT
TESTING LABORATORY.
5.STEEL TO STEEL BOLTED CONNECTIONS: HIGH STRENGTH BOLTS SHALL BE ASTM
A325N AND SHALL BE INSTALLED AS BEARING-TYPE CONNECTIONS WITH THREADS
INCLUDED IN SHEAR PLANE (TYPE "N" CONNECTION UNLESS NOTED OTHERWISE).
BOLTS MAY BE TIGHTENED USING ANY AISC APPROVED METHOD.
6. DRYPACK SHALL BE 5,000 PSI FIVE STAR NON-SHRINK GROUT OR EQUIVALENT.
INSTALL DRYPACK UNDER BEARING PLATES BEFORE FRAMING MEMBER IS
INSTALLED. AT COLUMNS, INSTALL DRYPACK UNDER BASE PLATES AFTER COLUMN
HAS BEEN PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION.
7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION
TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR
SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN
ACCORDANCE WITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW.
VERIFY ALL DIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR
DEVIATIONS FROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF
THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING
PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL
ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED
BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A
STRUCTURAL ENGINEER REGISTERED IN THE APPROPRIATE STATE. THE SHOP
DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED
OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER
ARE NOT TO BE CONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY
OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH
THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN
AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS.
RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW
(5) WORKING DAYS FOR THE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH
SUBMITTAL WILL BE RETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS.
BRICK VENEER ANCHORAGE:
BRICK VENEER ANCHOR CLIPS, ANCHORS, AND ATTACHEMENTS SHALL BE
HOT-DIPPED GALVANIZED AND EITHER OF THE FOLLOWING FROM HOHMANN &
BARNARD, INC. OR APPROVED EQUAL:
1.DW-10HS W/ S.I.S. (SEISMICLIP INTERLOCKING SYSTEM) SEISMIC VENEER ANCHORS
2.345-BT W/ S.I.S. (SEISMICLIP INTERLOCKING SYSTEM) SEISMIC VENEER ANCHORS
INSTALLATION:
3.CLIPS SHALL BE ATTACHED AT 24" O.C. HORIZONTAL AND 16" O.C. VERTICAL (MAX)
USING #10 HOT-DIPPED GALVANIZED SCREWS.
4. WHERE WOOD BACKUP IS USED, PROVIDE SHEATHING AND WATERPROOFING AS
REQUIRED.
5.PROVIDE CONTINUOUS HOT-DIPPED GALVANIZED WIRE (9-GAUGE OR 3/16"Ø)
ATTACHED TO EACH CLIP.
R = 1.25, CS = 0.295
fax: 208.227.8405
1020 E. Lincoln Road
Structural Engineering
Idaho Falls, ID 83401
phone: 208.227.8404
info@frost-structural.com
FROST
S tampe d Engine e re d roof tru sse s approv e d b y B u ilding D e sign
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02/23/2023
AV
VERIFICATION AND INSPECTION OF STRUCTURAL STEEL
VERIFICATION AND INSPECTION
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1. INSPECTION TASKS PRIOR TO WELDING (TABLE N5.4-1)
A. WELDER QUALIFICTION RECORDS AND CONTINUITY RECORDS X
B. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE X
C. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE X
D. MATERIAL IDENTIFICATION (TYPE/GRADE)X
E. WELDER IDENTIFICATIONS SYSTEM (THE FABRICATOR OR ERECTOR, AS
APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS
WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. (STAMPS, IF USED, SHALL BE
THE LOW STRESS TYPE)
X
F. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY), JOINT PREPARATION,
DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL), CLEANLINESS
(CONDITION OF STEEL SURFACES), TACKING (TACK WELD QUALITY AND
LOCATION) , BACKING TYPE AND FIT (IF APPLICABLE)
X
G. FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y- AND K-JOINTS WITHOUT BACKING
(INCLUDING JOINT GEOMETRY), JOINT PREPARATIONS, DIMENSIONS
(ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL), CLEANLINESS (CONDITION OF
STEEL SURFACES), TACKING (TACK WELD QUALITY AND LOCATION
X
H. CONFIGURATION AND FINISH OF ACCESS HOLES X
I. FIT-UP OF FILLET WELDS, DIMENSIONS (ALIGNMENT, GAPS AT ROOT),
CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELD QUALITY
AND LOCATION)
X
J. CHECK WELDING EQUIPMENT - -
2. INSPECTION TASKS DURING WELDING (TABLE N5.4-2)
A. CONTROL AND HANDLING OF WELDING CONSUMABLES, PACKAGING, EXPOSURE
CONTROL X
B. NO WELDING OVER CRACKED TACK WELDS X
C. ENVIRONMENTAL CONDITIONS, WIND SPEED WITHIN LIMITS, PRECIPITATION AND
TEMPERATURE X
D. WELDING PROCEDURE SPECIFICATIONS (WPS) FOLLOWED, SETTINGHS ON
WELDING EQUIPMENT, TRAVEL SPEED, SELECTED WELDING MATERIALS,
SHIELDING GAS TYPE/FLOW RATE, PREHEAT APPLIED, INTERPASS
TEMPERATURE MAINTAINED (MIN./MAX.), PROPER POSITION (F, V, H, OH)
X
E. WELDING TECHNIQUES, INTERPASS AND FINAL CLEANING, EACH PASS WITHIN
PROFILE LIMITATIONS, EACH PASS MEETS QUALITY REQUIREMENTS X
F. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS X
3. INSPECTION TASKS AFTER WELDING (TABLE N5.4-3)
A. WELDS CLEANED X
B. SIZE LENGTH AND LOCATION OF WELDS X
C. WELDS MEET VISUAL ACCEPTANCE CRITERIA, CRACK PROHIBITION,
WELD/BASE-METAL FUSION, CRATER CROSS SECTION, WELD PROFILES, WELD
SIZE, UNDERCUT, POROSITY
X
D. ARC STRIKES X
E. K-AREA (WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR
STIFFENERS HAS BEEN, ERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB
K-AREA FOR CRACKS WITHIN 3 IN. (75 MM) OF THE WELD).
X
F. WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES
(AFTER ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES ARE WELDED,
VISUALLY INSPECT THE WELD ACCESS HOLE FOR CRACKS)
X
G. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) X
H. REPAIR ACTIVITIES X
I. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER X
J. NO PROHIBITED WLEDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE
EOR X
4. INSPECTION TASKS PRIOR TO BOLTING (TABLE N5.6-1)
A. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS X
B. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS X
C. CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT
LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)X
D. CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL X
E. CONNECTION ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE
CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE
REQUIREMENTS
X
F. PRE-INSTALLED VERIFICATION TESTING BY INSTALLATION PERSONNEL
OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS
USED
X
G. PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER
FASTENER COMPONENTS X
5. INSPECTION TASKS DURING BOLTING (TABLE N5.6-2)
A. FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS AND NUTS ARE
POSITIONED AS REQUIRED X
B JOINT BROUGHT TO TH SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING
OPERATION X
C FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM
ROTATING X
D FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC
SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT
TOWARDS THE FREE EDGES
X
6. INSPECTION TASKS AFTER BOLTING (TABLE N5.6-3)
A. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS X
7.
INSPECTOR SHALL BE ON PREMISES FOR INSPECTION DURING THE PLACEMENT
OF ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL.
THE INSPECTOR SHALL INSPECT THE FABRICATED STEEL OR ERECTED STEEL
FRAME, AS APPLICABLE, TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON
THE CONSTRUCTION DOCUMENTS (SECTION N5.7)
X
1. THE OWNER OR THE OWNER'S AUTHORIZED AGENT, OTHER THAN
THE CONTRACTOR, SHALL EMPLOY ONE OR MORE APPROVED
AGENCIES TO PROVIDE SPECIAL INSPECTIONS AND TESTS DURING
CONSTRUCTION ON THE TYPES OF WORK SPECIFIED PER IBC SECTION
1705 AND IDENTIFY THE APPROVED AGENCIES TO THE BUILDING
OFFICIAL. SPECIAL INSPECTIONS ARE REQUIRED AS FOLLOWS:
SPECIAL INSPECTION ITEMS:
SPECIAL INSPECTION AND TESTS OF SOILS (IBC TABLE 1705.6)
TYPE
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1.VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO
ACHIEVE THE DESIGN BEARING CAPACITY.X
2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED
PROPER MATERIAL.X
3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. X
4.
DURING FILL PLACEMENT, VERIFY USE OF PROPER MATERIALS AND
PROCEDURES IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED
GEOTECHNICAL REPORT. VERIFY DENSITIES AND LIFT THICKNESS DURING
PLACEMENT AND COMPACTION OF COMPACTED FILL.
X
5.PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY
THAT SITE HAS BEEN PREPARED PROPERLY.X
2. QUALITY ASSURANCE PROGRAM:
A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT
CONFORMS WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.
B. THE SPECIAL INSPRECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING
OFFICIAL, AND TO THE STRUCTURAL ENGINEER OF RECORD. ALL DISCREPANCIES SHALL BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, ID
UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL.
S pe cial Inspe ctor ne e ds to b e ide ntifie d as
pe r S e ction17 04 .2 .1
CONCRETE SLAB ON GRADE
CONCRETE SLAB ON GRADE W/
EACH WAY CENTERED IN SLAB THICKNESS
OVER COMPACTED FILL.
(SEE GSN)
PROVIDE SLAB JOINTS PER TYPICAL DETAIL
WITHIN 16 HOURS OF BATCH TIME
FINISH FLOOR = 100'-0"
4"#3 AT 18" O.C.
6
4
3
1
2
ABDE
5
C AABBCC
3.5
4.8
1.5
D.1
C.1 B.1
SC3
SC3 SC3
SC3
SC3SC3 SC3
SC3
SC3
SC2
SC4
SC2
F36
F72
F72
F36
F72 F72 F72
F72F72F72
F72 F72 F72
SC2
F36
SC2
F36
SC1SC1
SC1
SC1
SC2
F36
SC2
F36
SC2
SC2
SC21'-2"
F48
F36
46'-10"
5"14'-0"12'-2"7'-4"13'-4"
5 1/4"
52
'
-
8
3
/
4
"
11
'
-
5
"
8
"
8
"
1
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'
-
4
"
10
'
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4
"
4"
1'
-
0
"
3
'
-
1
0
"
1
4
'
-
1
3
/
4
"
7
1
/
4
"
2'-0" 2'-0"
8 1/2"
1'
-
4
"
20
'
-
8
"
1'
-
4
"
2'-0" 2'-8 1/2"
8" 14'-0"12'-2" 2'-5 1/4" 3'-4" 1'-6 3/4" 13'-4" 5 1/4" 11'-0"11'-0"11'-10"
46'-10"
3'-0 1/2"
14
'
-
4
"
14
'
-
4
"
14
'
-
4
"
9'
-
8
3
/
4
"
4'-4" 7'-8"
7'
-
0
"
4
'
-
0
"
WF24A
WF24A
WF18
WF18
WF24A
WF24A
WF18
WF24
WF18
WF18
WF24A
WF
2
4
A
WF
1
8
WF
2
4
A
WF
1
8
WF
1
8
WF
2
4
WF
1
8
WF
2
4
WF
2
4
F72
/
W2
/
W2
/
W1
/
W1
/
W1
/
W2
/
W1
/W1
/W1
/W1
/W1
/W1
/W1
/W1WF24
55
5
6.
6.6.
6.
5
5 5
6.
6.
5
5
5
5
6.
6.
5
5
101
S3.0
________________________102
S3.0
________________________
102
S3.0
________________________
101
S3.0
________________________
101
S3.0
________________________
101
S3.0
________________________
105
S3.0
________________________
106
S3.0
________________________
104
S3.0
________________________
106
S3.0
________________________
104
S3.0
________________________
104
S3.0
________________________
104
S3.0
________________________
103
S3.0
________________________
101
S3.0
________________________
104
S3.0
________________________
106
S3.0
________________________
102
S3.0
________________________
A A
A A
A
B
110
S3.0
________________________
2'
-
3
"
107
S3.0
________________________
TYP
B
AA
6.
6.6.
6.6.
B
B
111
S3.0
________________________
110
S3.0
________________________
S3.0
109
TYP
S3.0
109
TYP
S3.1
114
S3.0
108
S3.1
113
T.O.F. = 97'-0"
A
1 TYP
8
1
/
2
"
6
'
-
3
1
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2
"
3
'
-
3
1
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2
"
103
S3.0
________________________
4"
S3.1
112
T.O.F.=99'-4"
T.O.F.=99'-4"
T.O.F.=99'-4"
7
1
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4
"
12
'
-
1
"
11
'
-
0
"
10
'
-
8
"
4
'
-
1
0
"
1
4
'
-
1
3
/
4
"
5
1
/
4
"
3'
-
6
3
/
4
"
8
1
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2
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2 3/4"
N
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PROJECT NO.
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DRAWN BY:
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REVISIONS
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02/23/2023
AV
NORTH WALL (W) SCHEDULE
TYPE MATERIAL THICKNESS VERTICAL REINFORCING HORIZONTAL REINFORCING REMARKS
W1 CONCRETE 10" #4 AT 16" O.C. #4 AT 10" O.C. ---
W2 CONCRETE 16" #4 AT 18" O.C. EACH FACE #4 AT 12" O.C. EA FACE ---
FOOTING SCHEDULE
MARK LENGTH WIDTH THICKNESS REINFORCING REMARKS
F36 36" 36" 10" (4) #4 EACH WAY TOP & BOTTOM ---
F48 48" 48" 10" (4) #5 EACH WAY TOP & BOTTOM ---
F72 72" 72" 12" (8) #5 EACH WAY TOP & BOTTOM ---
WF18 CONT 18" 10" (2) #4 CONT BOTTOM ---
WF24 CONT 24" 10" (2) #4 CONT BOTTOM ---
WF24A CONT 24" 10" (3) #4 CONT TOP & BOTTOM ---
KEYNOTES
1 CONCRETE BOLLARDS PER ARCH
FOUNDATION PLAN NOTES
A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES
ARE TYPICAL TO THIS PROJECT.
C. THE DEPTH OF FOOTING DIMENSION INDICATED IN THE
G.S.N. IS A MINIMUM. FOUNDATION CONTRACTOR SHALL
COORDINATE WITH THE SOILS REPORT AND OTHER
TRADES TO INSURE THAT THESE MINIMUMS ARE
SUFFICIENT FOR THE WORK. SEE TYPICAL DETAILS FOR
ADDITIONAL REQUIREMENTS.
D. W1, W2, ETC. - AS SHOWN ON PLAN INDICATES
CONCRETE OR MASONRY WALLS. SEE WALL SCHEDULE
FOR ADDITIONAL INFORMATION.
E. WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES A
CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE
FOR ADDITIONAL INFORMATION.
F. F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A
CONCRETE FOOTING. SEE FOOTING SCHEDULE FOR
ADDITIONAL INFORMATION.
.
G. . , , - AS SHOWN ON PLAN INDICATES A
SHEARWALL HOLDOWN. SEE HOLDOWN SCHEDULES
AND DETAILS FOR ADDITIONAL INFORMATION.
H. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD
POST. SEE POST SCHEDULE FOR MORE INFORMATION.
I. SC1, SC2, ETC. - AS SHOWN ON PLAN INDICATES A STEEL
COLUMN. SEE STEEL COLUMN SCHEDULE FOR
ADDITIONAL INFORMATION. COLUMNS START AT THE
LEVEL THEY ARE CALLED OUT ON.
J. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND
BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL
"SOLID BLOCKING BETWEEN FLOORS" DETAIL.
K. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH
TYPE "5" SHEARWALLS, UNO.
L. VERIFY EXACT SIZE AND LOCATION OF DEPRESSED
AND/OR RAISED SLABS WITH ARCHITECTURAL
DRAWINGS.
M. FOR SIDEWALK AND LANDING LOCATIONS, SEE
ARCHITECTURAL DRAWINGS.
N. TYPICAL TOP OF CONCRETE WALL=100'-0"
O. TYPICAL TOP OF EXTERIOR FOOTING=97'-0"
P. TYPICAL TOP OF INTERIOR FOOTING=99'-8", UNO
HOLDOWN SCHEDULE
MARK HOLDOWN
SHEARWALL
END POST UNO
ON PLAN ALTERNATE HOLDOWN
ANCHOR
BOLT DIA.
A SIMPSON HTT4 W/
(18) 0.162x2.5" NAILS
(2) 2x STUDS N/A 5/8"
B SIMPSON HDU8 (2) 2x STUDS N/A 7/8"
SCALE: 1/4" = 1'-0"
FOUNDATION PLAN
7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.
6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS.
5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESS NOTED OTHERWISE
(U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2" ON CENTER (O.C.) ((24) 16d NAILS TOTAL
BETWEEN SPLICE JOINTS.)
4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1) ANCHOR BOLT MINIMUM WITHIN
9" OF EACH END PIECE.
3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE. EXPANSION BOLTS OR SHOT
PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.
2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.
1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON THE PLANS.
NOTES:
SHEARWALL TYPE SCHEDULE
MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT
5 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 6" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 36" O.C.
CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
6. 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 4" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 24" O.C.
CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 32" O.C.
WOOD: 16d STAGGERED AT 4" O.C.
STEEL COLUMN (SC) SCHEDULE
MARK SIZE BASE CONNECTION
SC1 HSS4x4x1/4 PER DETAIL, SEE PLAN
SC2 HSS5x5x1/4 3/4"x11"x11" PLATE W/ (4) 3/4" DIA ANCHOR BOLTS W/ 8"
MIN EMBEDMENT, U.N.O.
SC3 HSS6x6x1/4 PER DETAIL, SEE PLAN
SC4 HSS6x6x5/8 3/4"x12"x12" PLATE W/ (4) 3/4" DIA ANCHOR BOLTS W/ 8"
MIN EMBEDMENT, U.N.O.
A B
D amp proofing and wate r proofing to comply with IB C S e ction
1804 .4 .
C ity O rdinance re q u ire s one horiz ontal b ar in top 6 " of wall.
M
(2) 2"C. EA. W/
3#3/0 + 1#3GND
GROUNDING
ELECTRODE SYSTEM
SEE DETAIL THIS SHEET
UNDERGROUND SECONDARY CONDUIT
AND TENCHING BY E.C. CONDUCTORS
PROVIDED AND INSTALLED BY ROCKY
MOUNTAIN POWER CO.
UNDERGROUND PRIMARY TRENCHING
AND CONDUIT BY E.C. CONDUCTORS
BY ROCKY MOUNTAIN POWER CO.
UTILITY XFMR PROVIDED &
INSTALLED BY RMP
FIBERGLASS PAD BOX PROVIDED
BY RMP AND INSTALLED BY E.C.
SELF-CONTAINED
METER BASE 320A
240V, 1P, 3W PER RMP
CO. REQUIREMENTS
PANEL
'A'
*18,491A
PAD BOX PROVIDED BY
RMP AND INSTALLED
BY E.C.
(5/E3.1)
FAULT CURRENT
CALULATIONS WERE
BASED ON
INFINITE BUS, WITH AN
ESTIMATED 75 KVA
TRANSFORMER WITH
A 1.69%Z.
*18,491A
BLDG.
STEEL
WATER
MAIN
GROUND BAR
AT MAIN TTB
GRND
RODS MIN
OF (2) 10FT
APART
STAND-OFF GROUND BAR LOCATED
IN ELEC. RM NEXT TO SERVICE EQUIP.
GROUND BAR SHALL BE ERICO #B543A010
OR EQUAL. PROVIDE AND INSTALL ALL REQ'D
LUGS & TERMINALS. MOUNT VERT. TO
CONSERVE AS MUCH WALL SPACE AS POSSIBLE.
MAIN
SERVICE
EQUIPMENT
G N
NEUTRAL TO GND
BOND AT THIS POINT
ONLY
#1/0 Cu
#4
C
u
CONCRETE ENCASED
ELECTRODE
3/
4
"
C
.
,
1
#
6
C
u
#1
/
0
C
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#1
/
0
C
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#1
/
0
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WATER
MAIN
#1
/
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13053
STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP
OFESSIONALENGIN
EE
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
PROJECT #:
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONS
PR
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SCALE: NONE1POWER RISER DIAGRAM
SCALE: NONE2BLDG GROUNDING ELECTRODE SYSTEM DETAIL
LIGHTING FIXTURE SCHEDULE
TYPE DESCRIPTION MOUNTING VOLTS LAMPS MFGR.CATALOG #
APPROVED
MFGR'S NOTES
EXTERIOR
FE1 AREA POLE LIGHT, SINGLE-HEAD, TYPE 4 DIST. W/ HOUSESIDE
SHIELD
POLE (SEE
DETAIL)
MULTI-TAP LED-7754LM-4000K LITHONIA HEAD: RSX2 LED-P1-40K-R4-MVOLT-SPA-HS-DDBXD; POLE:
SSS-25-4C-DM19AS-DDBXD
COOPER
FE2 LED FLOODLIGHT, FULL VISOR, MEDIUM SPOT (RIGHT ANGLE ARM
MOUNT TO POLE)
POLE LIGHT 120-277 LED-7370LM-4000K LITHONIA DSXF2 LED-P1-40K-MSP-MVOLT-IS-DMG-FV-DDBXD COOPER
FE3 ARCHITECTURAL SCONCE LIGHT WALL 120-277 LED-1200LM-4000K COOPER 303-W2-LEDB2-4000-UNV-T2-DIM10-SCBA-EDGE LITHONIA 3
FE4 EXTERIOR LED WALL PACK WALL 120-277 LED-3200LM-4000K LITHONIA WDGE2LED-P3-40K-80CRI-VW-MVOLT-DDBXD COOPER 3
FE4E EXTERIOR LED WALL PACK, EMERG. BATTERY PACK WALL 120-277 LED-3200LM-4000K LITHONIA WDGE2LED-P3-40K-80CRI-VW-MVOLT-E10WH-DDBXD COOPER 3
FE5 6" ROUND RECESSED LED CAN, 0-10V DIMMING RECESSED 120-277 LED-2000LM-4000K COOPER LD6A20-DE010-ERM6A-20-840-6LM1H LITHONIA
INTERIOR
F1 4FT LED STRIP SURFACE 120-277 LED-4000LM-4000K COOPER 4SLSTP2040DD-120V LITHONIA
F2 6" ROUND RECESSED LED CAN, 0-10V DIMMING RECESSED 120-277 LED-1000LM-4000K COOPER LD6A10-DE010-ERM6A-10-840-6LM1H LITHONIA
F2E 6" ROUND RECESSED LED CAN, 0-10V DIMMING, W/ EM BATTERY
PACK
RECESSED 120-277 LED-1000LM-4000K COOPER LD6A10-DE010-EM14-ERM6A-10-840-6LM1H LITHONIA
F3 2X2 LAY-IN GRID TROFFER RECESSED 120-277 LED-3500LM-4000K COOPER DRI-WS-4-L40-UNV-22-T1-HCD-W6 NO EQUALS
F3E 2X2 LAY-IN GRID TROFFER, W/ EMERG. BATTERY PACK RECESSED 120-277 LED-3500LM-4000K COOPER DRI-WS-4-L40-UNV-22-T1-HCD-EL14W-W6 NO EQUALS
F4 2X4 LAY-IN GRID TROFFER RECESSED 120-277 LED-4000LM-4000K COOPER DRI-WS-2-L40-UNV-24-T1-HCD-W6 NO EQUALS 1
F5 4FT LED LINEAR DIRECT/INDIRECT PENDANT, 0-10V DIMMING,
WIRELESS CONTROL W/ INTEGRAL SENSOR
SUSPENDED 120-277 LED-1500LM/FT 4000K COOPER DSI-WS-60L-840-1-120-STD-SWPD1-DC-SCBA-AC120-ST-4FT NO EQUALS 3,4,6
F6 8FT LED LINEAR DIRECT/INDIRECT PENDANT, 0-10V DIMMING SUSPENDED 120-277 LED-1500LM/FT 4000K COOPER DSI-WS-60L-840-1-120-STD-SWPD1-DC-SCBA-AC120-ST-8FT NO EQUALS 3,4,6
F7E 16FT LED LINEAR DIRECT/INDIRECT PENDANT, 0-10V DIMMING,
WIRELESS CONTROL W/ INTEGRAL SENSOR, EMERG. BATTERY
PACK
SUSPENDED 120-277 LED-1500LM/FT 4000K COOPER DSI-WS-60L-840-1-120-STD-SWPD1-EL14W/EPC-DC-SCBA-AC120-ST-16FT NO EQUALS 3,4,6
F8 24FT LED LINEAR DIRECT/INDIRECT PENDANT, 0-10V DIMMING,
WIRELESS CONTROL W/ INTEGRAL SENSOR
SUSPENDED 120-277 LED-1500LM/FT 4000K COOPER DSI-WS-60L-840-1-120-STD-SWPD1-DC-SCBA-AC120-ST-24FT NO EQUALS 3,4,6
F8E 24FT LED LINEAR DIRECT/INDIRECT PENDANT, 0-10V DIMMING,
WIRELESS CONTROL W/ INTEGRAL SENSOR, EMERG. BATTERY
PACK
SUSPENDED 120-277 LED-1500LM/FT 4000K COOPER DSI-WS-60L-840-1-120-STD-SWPD1-EL14W/EPC-DC-SCBA-AC120-ST-24FT NO EQUALS 3,4,6
F9 ARCHITECTURAL MONO-POINT PENDANT SUSPENDED 120 LED LAMP SONNEMAN SON130709 NO EQUALS
F10 BATHROOM VANITY LIGHT WALL ABOVE
MIRROR
120-277 (2) LED LAMP LIGHTOLOGY SVY665690 NO EQUALS
LIFE SAFETY
FX1 EDGE LITE EXIT SIGN W/90 MIN. BATTERY, GREEN LED, SINGLE
FACE/DOUBL FACE
WALL OR
CEILING
120-277 WITH FIXTURE MULE LTG PVT-U-B-G-S/R-SCBA LITHONIA 3
FX2 WALL MOUNTED EXTERIOR EMERGENCY EGRESS LIGHT,
W/HEATER
WALL ABOVE
DOOR
120-277 WITH FIXTURE COOPER AEL2-46-SCBA LITHONIA 3
1. REFER TO DRAWINGS FOR FIXTURES REQUIRED TO HAVE 0-10V OR STEP-LEVEL DIMMING CONTROL. PROVIDE FIXTURE(S) WITH LED DRIVER(S) AND REQUIRED
DIMMING/SWITCH-LEG CONDUCTORS BETWEEN SWITCH(ES) AND FIXTURE(S) TO PROVIDE CONTROL AS INDICATED ON DRAWINGS.
2. FIXTURE TO BE CONTINUOUS ROW MOUNTED, LENGTH AS INDICATED ON DRAWINGS. PROVIDE REQUIRED ACCESSORIES/CONNECTORS FOR CONTINUOUS ROW MOUNTING.
3. SCBA - STANDARD COLOR BY ARCHITECT/OWNER (COORDINATE COLOR WITH ARCHITECT/OWNER PRIOR TO ORDERING.)
4. FIELD ADJUST PENDANT LENGTH AS REQUIRED, VERIFY LENGTH WITH COUNTER AS DIRECTED BY ARCHITECT.
5. REFER TO ARCHITECTURAL ELEVATION DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHT OF FIXTURES.
6. REFER TO THE GENERAL LIGHTING CONTROL NOTES FOR COMMISSIONING OF WIRELESS CONTROLLED FIXTURES.
LIGHT FIXTURE SCHEDULE NOTES:
1. PROVIDE ADDITIONAL POWER PACKS; SENSOR SWITCH PP20 AS NEED FOR QTY OF OCCUPANCY SENSORS/SWITCHES.
2. DEVICE COLOR SHALL MATCH WIRING DEVICES; REFER TO SPECIFICATIONS.
3. REFER TO MANUFACTURER DOCUMENTATION FOR QTY AND SIZE OF CONDUCTORS BETWEEN LOW VOLTAGE SWITCH, SENSOR(S) AND POWER/RELAY PACKS.
4. PROVIDE SECONDARY RELAY PACK; SENSOR SWITCH SP20 AS NEEDED TO PROVIDE DUAL-LEVEL SWITCHING OF FIXTURES.
5. PROVIDE 0-10V DIMMING CONDUCTORS (GREY & VIOLET) BETWEEN SWITCH AND LIGHT FIXTURES FOR DIMMING CONTROL.
6. CUSTOM WALLSTATION ENGRAVINGS IS REQUIRED FOR WALLSTATION AND SHALL BE SPECIFIED/COORDINATED WITH OWNER AFTER PROGRAMMING OF SYSTEM.
OCC. SENSOR/LTG CONTROLS SCHEDULE NOTES:
• E.C. SHALL BE REPSONSIBLE FOR THE PROGRAMMING/COMMISSIONING OF THE LIGHTING CONTROL SYSTEMS (WIRED AND WIRELESS SYSTEMS) TO FUNCTION AS INDICATED
OR AS DIRECTED BY OWNER AND SHALL INCLUDE ALL REQUIRED COST IN THE BASE BID. THE DAYLIGHTING SET-POINTS SHALL BE COORDINATED WITH THE OWNER FOR
EACH AREA PRIOR TO FINAL PROGRAMMING OF THE DAYLIGHTING SENSOR(S). ALL PROGRAMMING/COMMISSIONING SHALL BE DONE BY A FACTORY CERTIFIED OR TRAINED
PERSON.
• LIGHTING IN SPACES WITH WIRELESS CONTROLS SHALL BE FIELD TUNED TO FOOTCANDLE LEVELS THAT ARE SATISFACTORY TO THE OWNER DURING PROGRAMMING AND
COMMISSIONING OF THE LIGHTING SYSTEMS.
GENERAL LIGHTING CONTROL NOTES:
LIGHTING OCCUPANCY SENSOR AND CONTROL SCHEDULE
TYPE MFGR. CATALOG #DESCRIPTION NOTES
APPROVED
EQUALS
CEILING SENSORS
CD2 SENSOR SWITCH CM PDT 9 R DUAL-TECHNOLOGY, SMALL MOTION 360 DEGREE COVERAGE, LOW VOLTAGE, W/ISOLATED RELAY 1 COOPER
CD6 SENSOR SWITCH CMR PDT 9 DUAL-TECHNOLOGY, LINE VOLTAGE, SMALL MOTION 800W MAX LOAD COOPER
WALL SENSORS
WD1 SENSOR SWITCH WSX PDT-**- DUAL-TECHNOLOGY, 1-POLE, NEUTRAL REQUIRED 2 COOPER
WDD SENSOR SWITCH WSX-PDT-D DUAL-TECHNOLOGY, 0-10V DIMMING 2,5 COOPER
WALL SWITCHPODS
SPD SENSOR SWITCH sPODM-**-D LOW VOLTAGE PUSH-BUTTON SWITCHPOD, 1-POLE W/DIMMING 2,3,4,5 COOPER
WIRELESS CONTROLS
W1R COOPER W1L-RL-G WAVELINX 1-BUTTON LARGE WALL STATION W/ RAISE/LOWER 2 LITHONIA
WAC COOPER WAC- POE &
WPOE-120
WAVELINX WIRELESS AREA CONTROLLER, PROVIDE 120V PoE INJECTOR
S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE
A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL
BRK NOTES:
Elec. Heating 4500 VA 100.00% 4500 VA
Power 9482 VA 100.00% 9482 VA
Receptacle 19100 VA 76.18% 14550 VA TOTAL EST. DEMAND AMPS:262 A
Other 2000 VA 100.00% 2000 VA TOTAL CONN. AMPS.:279 A
Motor 9453 VA 105.13% 9938 VA TOTAL EST. DEMAND:62976 VA
Lighting 2712 VA 100.00% 2712 VA TOTAL CONN. LOAD:67034 VA
HVAC 20280 VA 100.00% 20280 VA
LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR EST. DEMAND PANEL TOTALS
PANEL SUMMARY
TOTAL AMPS:274 A 285 A
TOTAL LOAD:32.9 kVA 34.1 kVA
71 ---- -- -- 4152 0 -- -- -- --72
69 CU - 2 40 A 2 4152 0 2 20 A -- SURGE PROTECTION DEVICE 70
67 ---- -- -- 3468 2520 -- -- -- --68
65 CU - 1 40 A 2 3468 2520 2 30 A FC-1a/1b 66
63 F - 2 30 A 1 1920 0 1 20 A -- SPARE 64
61 F - 1 30 A 1 1920 0 1 20 A -- SPARE 62
59 ---- -- -- 2250 0 1 20 A -- SPARE 60
57 WATER HEATER 30 A 2 2250 0 1 20 A -- SPARE 58
55 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 56
53 Drive-Thru Blwr 20 A 1 1392 0 1 20 A -- SPARE 54
51 Drive-Thru Blwr 20 A 1 1392 0 1 20 A -- SPARE 52
49 Drive-Thru Blwr (FUTURE) 20 A 1 1392 0 1 20 A -- SPARE 50
47 Drive-Thru Blwr (FUTURE) 20 A 1 1392 1000 -- -- -- --48
45 Receptacle - Cash Recycler 20 A 1 180 1000 2 20 A ELECTRIC WALL HEATER 46
43 Receptacle 20 A 1 360 540 1 20 A Receptacle 44
41 Receptacle 20 A 1 1025 1080 1 20 A Receptacle 42
39 Coin Machine 20 A 1 540 900 1 20 A Receptacle 40
37 ADA Doors 20 A 1 1000 900 1 20 A Receptacle 38
35 Receptacle 20 A 1 900 900 1 20 A Receptacle 36
33 Receptacle 20 A 1 478 1200 1 30 A Drive-Thru ATM 34
31 Receptacle-Drive-thru Window 20 A 1 900 2000 1 20 A Open/Closed Signage 32
29 Receptacle -Drive-thru Window 20 A 1 1080 500 1 20 A Night Deposit Box 30
27 Receptacle -Drive-thru Window 20 A 1 900 540 1 20 A Receptacle 28
25 Receptacle - Copy Mach. 20 A 1 540 720 1 20 A Receptacle 26
23 Receptacle - Trans. Drawer 20 A 1 180 1220 1 20 A Receptacle 24
21 Lighting 20 A 1 271 1140 1 20 A Receptacle 22
19 Lighting 20 A 1 801 360 1 20 A TTB 20
17 Lighting 20 A 1 1043 360 1 20 A TTB 18
15 HEAT TRACE GP/LCP 20 A 1 500 1080 1 20 A Receptacle 16
13 HEAT TRACE GP/LCP 20 A 1 1000 900 1 20 A Receptacle 14
11 HEAT TRACE GP/LCP 20 A 1 1000 720 1 20 A Receptacle - Soffit 12
9 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 10
7 Bldg - Signage LCP 20 A 1 1000 0 1 20 A -- SPARE 8
5 Bldg - Signage LCP 20 A 1 500 0 1 20 A -- SPARE 6
3 Lighting - Bldg Exterior LCP 20 A 1 523 500 1 20 A Signage 4
1 Lighting - Site LCP 20 A 1 352 900 1 20 A Receptale - Site 2
CKT CIRCUIT DESCRIPTION NOTE AMPS P A B P AMPS NOTE CIRCUIT DESCRIPTION CKT
PROVIDE PANEL WITH INTEGRAL OR EXTERNAL SURGE PROTECTION DEVICE
NOTES:
MFGR/MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:BOTTOM
ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:400 A
MOUNTING:SURFACE WIRES:3 PANEL AMPS:400 A
FED FROM: PHASES:1 PANEL TYPE:MBR BEEHIVE FCU - NORTH REXBURG
PANEL LOCATION: VOLTAGE:120/240 Single A.I.C. RATING:22k PROJECT NAME:
PANEL: A
PAYNE ENGINEERING
2 017 N EC re q u ire s
minimu m # 6 G EC for
grou nd rods. P le ase
v e rify # 4 is de sire d.
2 017 N EC re q u ire s
minimu m # 4 G EC . P le ase
v e rify 1/0 is de sire d.