HomeMy WebLinkAboutPLAN REVIEW NOTES 2 - 22-00839 - Teton Lakes Golf Course - Fiber Hut - Bldg 1 MO DULAR / C OMME RC IAL
PL AN RE VIE W NOT E S
T h ese n o tes s hall b e attach ed to th e ID O PL s tamp ed ap p roved p lan s an d documents.
M OD2 21 1 -00018
The mo dular building unit when assembled in the facto ry meets the code requirements for the mo dular building unit o nly, as the
p lans were submitted to the Idaho Divisio n o f Occupatio nal and Professio nal Licenses (IDOP L).
S ectio n 1 1 0.5 , 20 1 8 IB C. Inspection requests. It shall be the duty of the holder o f the building p ermit o r their duly authorized
agent to no tify the building o ffici al when work is ready for inspection. It shall be the duty o f the permit ho lder to provide access
to and means fo r insp ectio ns o f such wo rk that are required by this code. (see sectio n 1 1 0.3 201 8 IBC. for required inspectio ns)
The Notice to Local Enforcement Agency (N.L.E.A.) fo rm o utlines possible code required/permitted wo rk that requires site
comp letio n. The N.L.E.A. fo rm is a comp o nent o f the Idaho app roved mo dular building plan submittal. The N.L.E.A. fo rm
sho uld be reviewed by the local jurisdiction fo r info rmatio n regarding the installatio n of the mo dular building o n-site.
2 0 1 8 IB C - Amended co nstruction do cuments.
Wo rk sh all be insta lled in acco rdan ce with th e approved con struction docum ents, and an y chan ges m ade during constructio n
that are no t in co mplian ce with the approved con struction docum ents sh all be resubmitted for appro val as an am ended set of
construction documents. Resubmittal may be required fo r any reaso n at the inspector’s discretion.
S ectio n 1 1 0.1 , 20 1 8 IB C. Appro val as a result o f an insp ectio n shall not be construed to be an ap p ro val o f a violation of the
p rovisions o f the code o r o f o ther ordinances of the jurisdiction. Inspectio ns p resuming to give autho rity to violate o r cancel the
p rovisio ns o f this code o r o f other o rdinances o f the jurisdictio n shall not be valid.
The lo cal jurisdiction may reques t an IDOP L ap p roved set of the modular p lans for verific ation o f any jurisdictio nal codes and
regulation requirements.
It is up to the lo cal jurisdictio n to ensure co mp lete co de co mp liance and app roval fo r lo cal site installatio ns, to include but not
limited to ; all site wo rk, exact location fro m lo t lines and sep aration distances fro m o ther structures, structural stability and any
fire assembly requirements that may be required by the 201 8 IB C. for the co mplete project.
"P lanning and Zoning" is no t part o f the modular building plan review.
Co de required insp ections for the constructio n o f the modular building in the facto ry shall be perfo rmed by the applicable
insp ector(s) and in accordance with the IDOP L app roved plan submittal and all Idaho ado p ted codes.
It is the responsibility of the owner the design p rofessionals and the co ntracto r to ensure co mplete code co mpliance fo r this pro ject.
Any lack of informatio n, questio ns o r deviations shall be bro ught to the attention of the registered design pro fessio nal o f record
fo r appro val.
F inal ap p ro val o f all code co mpliance fo r this project will be based upo n the 201 8 IBC through field inspections, verifications and
appro val by the field insp ecto rs.
These plans have been reviewed
for code compliance by the
Division of Occupational and
Professional Licenses. This review
shall not be construed to be an
approval of any violation, or
variance, from Idaho's adopted
codes, standards, laws or rules
applicable to this project.
Corrections will be required for any
code violations found during the
inspection process.
This is not a building permit
Plan Approval #:
Date:
MOD2211-00018
11/30/22
Date
Mfg
NOTIFICATION TO LOCAL ENFORCEMENT AGENCY
The Factory-Built unit identified below requires completion work at the
site as specified.
Owner's name
Installation address
City County State ZIP+4
Mfgr's serial no. Dept insignia no.
Type of construction Occupancy ETA at site
DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE
To:
Inspector's name (print/type)
Office location
Phone: (8 am to 5 pm)
Manufacturer's signatureDate
Installation site is in: City County
Phone number
Manufacturer's name (print/type)
INSERT NAME AND ADDRESS IN SHADED AREA
LOCAL BUILDING DEPARTMENT
9/26/22
Thermo Bond Buildings
City of Rexburg TBB1574
293 East 7th North U S2 12/2022
Rexburg ID 83440 Madison 208-229-6100
4
Shauna Eaton
35 N 1st East
Rexburg, ID 83440
208-372-2166
1. Modular building installation to concrete foundation
3. Utility service connection 120/240V, 200A, 1PH
Jim Brinkmann
9/26/22
RESET
These plans have been reviewed
for code compliance by the
Division of Occupational and
Professional Licenses. This review
shall not be construed to be an
approval of any violation, or
variance, from Idaho's adopted
codes, standards, laws or rules
applicable to this project.
Corrections will be required for any
code violations found during the
inspection process.
This is not a building permit
Plan Approval #:
Date:
MOD2211-00018
11/30/22
BUILDING EXTERIOR
OZARK
GREY
OTHER
PROJECT
CITY OF REXBURG
JOB NO.
2112-534B-1
SITE NAME
NORTH WELL
REXBURG, ID
SIZE
1 2'W. OD X 20'L. OD X 9'H. ID
REVISION NUMBER:LAST REVISED:
19/26/22
FOR SIGNATURE OR STAMPED APPROVAL:
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REXBURG, ID
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DRAWING TITLE
DRAWING INDEX_______________________________
REVISIONS & NOTES SHEET_____________________
BILL OF MATERIALS____________________________
INTERIOR LAYOUTS____________________________
FLOOR & CEILING LAYOUT_____________________
ELEVATION VIEWS_____________________________
DOOR DETAIL__________________________________
ELECTRICAL PANEL____________________________
CORNER CONSTRUCTION DETAILS______________
ROOF CONSTRUCTION DETAILS_________________
FASTENER SCHEDULE__________________________
BUILDING SKID ASSEMBLY_____________________
DRAWING NUMBER
A1.0
A2.0
B1.0
C1.0
C1.1
C2.0
C3.0
E1.0
D1.0
D1.1
D2.0
S1.0
USAGE_________________
CONSTRUCTION TYPE___
OCCUPANCY GROUP____
STORIES________________
ULTIMATE WIND SPEED_____
FLOOR LOAD___________
ROOF LOAD____________
FLOOR AREA___________
BUILDING HEIGHT______
SEISMIC DESIGN________
WIND EXPOSURE_______
________UNMANNED SHELTER
_______________________VB
________________________U
___________________________1
___________115 VULT
_______________________200 PSF
__________________________70 PSF
___________________240 SQ.FT.
______________________11'-2"
______________________CAT D
________________________CAT C
CODES:
2018 INTERNATIONAL BUILDING CODE (IBC)
2018 INTERNATIONAL MECHANICAL CODE (IMC)
2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
2018 NATIONAL ELECTRICAL CODE (NEC)
NOTES:
AGENCY LABEL AND DATA PLATE TO BE PLACED ON A PLATE LOCATED ON THE INSIDE
LEFT OR RIGHT OF THE DOOR. STATE INSIGNIA TO BE LOCATED ON OUTSIDE OF DOOR
ABOVE PASSAGE.
SPECIAL CONDITIONS/LIMITATIONS:
· IF A BATTERY STORAGE SYSTEM IS INSTALLED
IN THIS BUILDING, THE SYSTEM SHALL BE
INSTALLED PER 2018 IFC SECTION 1206.2
· THIS BUILDING WILL NOT BE LOCATED IN A
FLOOD PLAIN.
· ROOF SYSTEM DESIGNED PER ICC-ESR 1463
TABLE 5 SYSTEM NO. 1
· SURE-WELD WHITE TPO MEMBRANE SOLAR
REFLECTANCE AFTER 3 YEARS IS 0.70, THERMAL
EMITTANCE AFTER 3 YEARS IS 0.86 AND SOLAR
REFLECTANCE INDEX AFTER 3 YEARS IS 85.
9/26/22
See Plan Review notes: The plan review notes shall
always be attached to the stamped approved plans and
documents. are part of the plans and shall be a permanent
record with the plans. Inspection shall not take place
without a complete set of the Idaho Division of
Occupational and Professional Licenses (IDOPL) plan
review notes and approved, stamped plans on site.
These documents have been reviewed
for code compliance by the Division of
Occupational and Professional
Licenses. This approval shall not be
construed to be an approval of any
violation of, or variance from, Idaho's
adopted codes, standards, rules or laws
applicable to this project. Corrections
will be required for any code violations
found during the inspection process.
This is not a building permit
Plan Approval #:
Date:
MOD2211-00018
11/30/22
1. HOLD DOWN PLATES, WASHERS, AND NUTS
(14) 699-982-BRNZ HOLD DOWN PLATE
(14) 299-0007 HEX NUT
(14) 299-0016 FLAT WASHER
(14) 299-0018 LOCK WASHER
2. (1) 102-0072 FLOOR INSERT
ITEMS SHIPPED LOOSE
CONSTRUCTION NOTES
DATE DRAFTER REVISION
9/22/22 NRS UPDATED SKID AND INTERIOR LIGHT WATTAGE
REVISION LOG
ON 16" CENTERS3. WALLS TO HAVE 2X4 STUDS
7. ROOF TO BE FR DECK PANEL A
6. ROOF TO HAVE R-38 SPRAY IN FOAM INSULATION APPLIED TO UNDERSIDE OF FR DECK PANEL A
ON 12" CENTERS5. ROOF TO HAVE 2X12 JOISTS
10. 10 1/2" X 1 1/2" 18 GAUGE GALVANIZED STRAPS TO BE INSTALLED ON ALL ROOF RIM JOISTS AND
WHERE INDICATED ON FLOOR RIM JOISTS (SEE SKID). STRAPS ARE TO BE FASTENED WITH
1 1/2" X .100 KNURLED MG NAILS.
11. DOUBLE FLOOR JOISTS TO BE INSTALLED EVERY 4'
2. FLOOR TO HAVE R-21 FIBERGLASS INSULATION
ELECTRICAL NOTES
INTEGRATION NOTES
10. ELECTRICAL CONDUIT COUPLERS WILL BE STANDARD SCREW TYPE FITTINGS.
1. CABLE LADDER TO BE MOUNTED AT 7'-2" A.F.F.
2. NO GROUNDING/BONDING TO BE INSTALLED.
3. NO GROUND PENETRATION TO BE INSTALLED. GROUND WILL COME UP THROUGH FLOOR
ENTRANCE.
1. ALL WIRING SHALL BE IN ACCORDANCE WITH THE 2018 NATIONAL ELECTRIC CODE.
2. ALL ELECTRICAL MATERIALS SHALL BE U.L. LISTED AND CLASSIFIED AS SUITABLE FOR THE
PURPOSE SPECIFIED.
3. ALL WIRING SHALL BE SURFACE MOUNTED IN A RACEWAY OR EMT CONDUIT USING APPROVED
CONNECTORS, COUPLINGS, AND CLAMPS, ALL CONDUIT SHALL BE ANCHORED IN PLACE AT
APPROXIMATELY EVERY 4 FT ON CONDUIT RUNS. ANCHORED IN PLACE 3' FROM EVERY
ELECTRICAL BOX.
4. ALL WIRING SHALL BE STRANDED CONDUCTOR.
5. ALL WIRE RUNS SHALL BE CONTINUOUS.
6. LOW VOLTAGE WIRE MAY BE STRANDED.
7. ALL WIRING SHALL BE TESTED AND INSPECTED PRIOR TO SHIPMENT.
8. GREEN GROUND CONDUCTORS SHALL BE RUN TO ALL OF THE BUILDINGS A/C POWERED
DEVICES. CONDUIT SHALL NOT BE USED AS THE SOLE SOURCE OF GROUND.
9. ALL ALARM DEVICES WIRING SHALL BE RUN IN ITS OWN CONDUIT TO THE ALARM CABINET.
11. MINIMUM EMT CONDUIT SIZE SHALL BE TRADE SIZE 16 (1/2")
ON 12" CENTERS1. FLOOR TO HAVE 2X6 JOISTS
8. PERIMETER SKID TO BE PAINTED WITH DARK BRONZE RUST PREVENTATIVE PAINT
9. ALL EDGING AND TRIM TO BE DARK BRONZE IN COLOR
WALLS TO HAVE R-15 FIBERGLASS INSULATION4. WITH R-5 RIGID FOAM
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These documents have been reviewed
for code compliance by the Division of
Occupational and Professional
Licenses. This approval shall not be
construed to be an approval of any
violation of, or variance from, Idaho's
adopted codes, standards, rules or laws
applicable to this project. Corrections
will be required for any code violations
found during the inspection process.
This is not a building permit
Plan Approval #:
Date:
MOD2211-00018
11/30/22
HYDRAULIC CLOSER099-0861
HYDRAULIC CLOSER HOLD OPEN099-0892
900-186 A/R 12. 12" CABLE LADDER RACKCLR-12-2
1 7. 20" MASTER GROUND BAR915-054 GBI14420TBI
4', 2 BULB LED LIGHT FIXTURE, 32W500-0130 9.
3. LIGHT SWITCH, SINGLE500-103
10. 500-085 EXTERIOR LED LIGHT WITH PHOTOCELL
BARD HVAC THERMOSTATMC4002-A 100-0084 5.
4.200A. 120/240V. SINGLE PHASE, 40 POSITIONQO140M200200-152
DISTRIBUTION PANEL W/ 200A. MAIN BREAKER
4" WIRE RACEWAYA/R A/R 13.
BILL OF MATERIALS
DESCRIPTIONMFG PART #TBB PART # QTY.NO.
METAL WALL FILE001-2048 1 14.
3' X 7' STEEL INSULATED DOOR AND FRAME W/ BAKED
ON ENAMEL PAINT W/S.S. BALL BEARING HINGES W/
NON REMOVABLE PINS, LEFT HAND REVERSE W/
TELL 099-0834 1 1.
LEVER PASSAGE & DEADBOLT, ADJUSTABLE FRAME
GFI RECEPTACLE 20A. W/WEATHERPROOF COVER800-100 2.
DUPLEX RECEPTACLES 20A.800-101 11.
200A. SINGLE PHASE MAIN DISCONNECT INTERIORQ22200NS 200-171 1 15.
4
1
1
1
1
1
8
BARD 2 TON AC W/5KW HEAT, 11 EERW24AB-A05BPXXXJ 899-707 6. 2
UNISTRUT, 1 5/8" X 1 5/8" X 16"915-211-GRY 2 17.
TWISTLOCK RECEPTACLES 20A.L5-20 800-106 8. 2
FLOOR INSERT, A=8", B=12", C=13"102-0072 1 16.
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These documents have been reviewed
for code compliance by the Division of
Occupational and Professional
Licenses. This approval shall not be
construed to be an approval of any
violation of, or variance from, Idaho's
adopted codes, standards, rules or laws
applicable to this project. Corrections
will be required for any code violations
found during the inspection process.
This is not a building permit
Plan Approval #:
Date:
MOD2211-00018
11/30/22
BA
R
D
WALL "A"
WALL "D"
WALL "C"
WALL "B"
18'-11 3/4"
9'
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11
NOTES:
1. ALL CONDUIT SHOWN IS APPROXIMATE AND MAY NOT
REFLECT ACTUAL RUNS IN BUILDING
1/
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x 20
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OD
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SH
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C1
.
0
In
t
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r
i
o
r
La
y
o
u
t
9/26/22
These documents have been reviewed
for code compliance by the Division of
Occupational and Professional
Licenses. This approval shall not be
construed to be an approval of any
violation of, or variance from, Idaho's
adopted codes, standards, rules or laws
applicable to this project. Corrections
will be required for any code violations
found during the inspection process.
This is not a building permit
Plan Approval #:
Date:
MOD2211-00018
11/30/22
16
WALL "B"
WALL "A"
WALL "C"
WALL "D"
FLOOR LAYOUT
2'-2"
2"
1717
WALL "B"
WALL "A"
WALL "C"
WALL "D"
CABLE LADDER LAYOUT
5'
-
5
7/
8
"
6' 6' 6'
9 9
9 9
8
13
8
WALL "B"
WALL "A"
WALL "C"
WALL "D"
ELECTRICAL LAYOUT
4'
-
6
"
3'2'-4"
NOTES:
1. ALL CONDUIT SHOWN IS APPROXIMATE AND MAY NOT
REFLECT ACTUAL RUNS IN BUILDING
1/
4
"
= 1'
-
0
"
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C1
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1
Fl
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r
& Ce
i
l
i
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g
La
y
o
u
t
These documents have been reviewed
for code compliance by the Division of
Occupational and Professional
Licenses. This approval shall not be
construed to be an approval of any
violation of, or variance from, Idaho's
adopted codes, standards, rules or laws
applicable to this project. Corrections
will be required for any code violations
found during the inspection process.
This is not a building permit
Plan Approval #:
Date:
MOD2211-00018
11/30/22
WALL "B" WALL "A"
WALL "C"WALL "D"
2" ELECTRICAL
ENTRANCE
METAL ROOF EDGE
AGGREGATE EXTERIOR PANEL
METAL ROOF EDGE
AGGREGATE EXTERIOR PANEL
METAL ROOF EDGE
AGGREGATE EXTERIOR PANEL
METAL ROOF EDGE
AGGREGATE EXTERIOR PANEL
BARD
1
10
BARD
66
2
6
6
3
/
1
6
"
= 1'
-
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"
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H
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SH
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L
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C2
.
0
El
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v
a
t
i
o
n
Vi
e
w
s
9/26/22
These documents have been reviewed
for code compliance by the Division of
Occupational and Professional
Licenses. This approval shall not be
construed to be an approval of any
violation of, or variance from, Idaho's
adopted codes, standards, rules or laws
applicable to this project. Corrections
will be required for any code violations
found during the inspection process.
This is not a building permit
Plan Approval #:
Date:
MOD2211-00018
11/30/22
HEAVY DUTY
HOLD OPEN HOLD
BACK
BALL BEARING HINGES
WITH NON REMOVABLE PINS
PASSAGE
DEADBOLT
3'
1/
2
"
7'
134"
BALL BEARING HINGES
WITH NON REMOVABLE PINS
NOTES:
· DOOR FRAME 16 GAUGE PRIMED AND PAINTED STEEL.
· DOOR SLAB 18 GAUGE PRIMED AND PAINTED STEEL.
· WEATHER STRIPPING AROUND DOOR OPENING.
· THRESHOLD BELOW DOOR.
· DRIP CAP ABOVE DOOR FRAME.
· PASSAGE AND DEADBOLT.
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W
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L
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H
.
ID
SH
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L
T
E
R
C3
.
0
Do
o
r
De
t
a
i
l
These documents have been reviewed
for code compliance by the Division of
Occupational and Professional
Licenses. This approval shall not be
construed to be an approval of any
violation of, or variance from, Idaho's
adopted codes, standards, rules or laws
applicable to this project. Corrections
will be required for any code violations
found during the inspection process.
This is not a building permit
Plan Approval #:
Date:
MOD2211-00018
11/30/22
COVE
INTERIOR WALL AND CEILING
TO BE FINISHED WITH 3/4"
PRE-FINISHED FRP/OSB BOARD
FRP IS RATED FIRE CLASS C
1/4" AGGREGATE PANEL
METAL ROOF EDGE
23/32" FR DECK PANEL 45 MIL REINFORCED MULE HIDE WHITE TPO ROOFING
MEMBRANE FULLY ADHERED WITH AQUA BASE 120
BONDING ADHESIVE TO FR DECK PANEL
HOUSE WRAP
DOUBLE TOP PLATES
1/2" EXTERIOR RATED
WALL SHEATHING PANEL
TOP PLATE TO WALL STUD
ROOF FASTENED TO WALL
R-5 RIGID FOAM
2 X 12'S @ 12" O.C.
TAPERED TO FORM ROOF PITCH
R-38 SPRAY-IN FOAM APPLIED TO
UNDERSIDE OF FR DECK PANEL
INTERIOR WALLS TO BE FINISHED WITH
3/4" PRE-FINISHED FRP/OSB BOARD
FRP IS RATED FIRE CLASS C
COVE
R-5 RIGID FOAM
HOUSE WRAP
1/2" EXTERIOR RATED
WALL SHEATHING PANEL
WALLS FASTENED IN CORNERS
@ 16 O.C.2 X 4's
R-15 FIBERGLASS
R-15
FIBER-
GLASS
R-15
FIBER-
GLASS
1/4" AGGREGATE PANEL
PVC CORNER
PIECE
PVC TRIM STRIP
1/4" GAP BETWEEN
AGGREGATE PANELS
WALL FASTENED TO FLOOR
3/4" T & G STURD-I-FLOOR
BOTTOM OF WALL SEALED WITH
CONSTRUCTION ADHESIVE SEALANT
R-5 RIGID FOAM
6" X #9 BEAM
3/8" x 4" LAG BOLT
@ 12" O.C.
1/8" COMMERCIAL GRADE TILE
4" BASEBOARD
INTERIOR OF WALL TO BE
FINISHED WITH PRE-FINISHED
FRP/OSB BOARD
FRP IS RATED FIRE CLASS C
2 X 6's @12" O.C.
HOUSE WRAP
1/2" EXTERIOR RATED
WALL SHEATHING PANEL
BOTTOM OF FLOOR IS 3/4" CDX PLYWOOD
SEALING WITH AN ASPHALT UNDERCOATING
AND A 18 X 16 X .011 WIRE MESH FOR RODENT
PROTECTION
1/4" AGGREGATE PANEL
R-21 FIBERGLASS INSULATION
GALV. "L" FLASHING
WRAP BOTTOM OF EXTERIOR SHEATHING
WITH HOUSE WRAP 6" UP EACH SIDE
WALL TO FLOOR DETAIL
WALL TO ROOF DETAIL WALL CORNER DETAIL
NOTES:
1. SEE FASTENER SCHEDULE FOR FASTENER INFORMATION.
2. HOUSE WRAP TO BE INSTALLED 1/8" BELOW SHEETING AND EXTEND TO TOP OF TOP PLATE. ALL SEAMS TO BE LAPPED 6" AND TAPED W/SEAM TAPE.
3. ALL SCREW HOLES THROUGH PANELS FILLED WITH POLYURETHANE CAULK PRIOR TO SCREW BEING INSTALLED.
4. ALL STRUCTURAL LUMBER SHALL BE SPF #1 OR #2.
5. ALL CDX, EXTERIOR SHEATHING & T&G GLUED TO STUDS WITH ENERBOND SF GLUE (COMPLIES WITH ASTM D3498) TO ALL STUDS BEFORE NAILING.
SEE FASTENER SCHEDULE
NT
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:
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7
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2
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V
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:
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2
6
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2
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:
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1
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X
B
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,
ID
12
'
W
.
OD
x 20
'
L
.
OD
x 9'
H
.
ID
SH
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L
T
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D1
.
0
Co
r
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r
Construction
INSULATION REQUIREMENT NOTES:
1. RIGID FOAM BOARD TO BE OWENS-CORNING FOAMULAR 150
PER UL ER811-01):
R-3 - 1/2" THICK
R-5 - 1" THICK
R-7.5 - 1 1/2" THICK
SPRAY-IN FOAM REQUIREMENT NOTES:
1. SPRAY-IN FOAM TO BE BASF
SPRAYTITE 178 APPLIED AT THE
FOLLOWING THICKNESS
(INTEK REPORT CCRR-1031):
R-21 3-1/2" THICK
R-25 4" THICK
R-30 5" THICK
R-35 6" THICK
R-38 6" THICK
CONSTRUCTION NOTES:
FR DECK PANEL A AND TPO MEMBRANE MUST BE INSTALLED PER ICC-ESR 1365.
1. MULE-HIDE FR DECK PANEL A ROOF DECK MUST BE INSTALLED WITH PYROTITE LAMINATE FACING UP.
2. ALL DECK JOINTS MUST BE BLOCKED WITH 2X4 BLOCKING OR INSTALLED OVER A ROOF JOIST.
3. GAPS IN THE DECK PANELS MUST BE CAULKED WITH RECTORSEAL FLAMESAFE FS9000+.
9/26/22
These documents have been reviewed
for code compliance by the Division of
Occupational and Professional
Licenses. This approval shall not be
construed to be an approval of any
violation of, or variance from, Idaho's
adopted codes, standards, rules or laws
applicable to this project. Corrections
will be required for any code violations
found during the inspection process.
This is not a building permit
Plan Approval #:
Date:
MOD2211-00018
11/30/22
11
1 4"
714"
10 1/2" X 1 1/2" 18 GAUGE
STRAPPING, QTY 2
(EACH END OF TRUSS)
TAPERED
23/32" FR DECK PANEL
NAILED TO JOIST
SPACED 12" O.C.
2 X 12 ROOF JOIST
INTERIOR PRE-FINISH FRP/OSB
TO FASTENED TO JOIST
23/32" FR DECK PANEL
NAILED TO JOIST
DOUBLE TOP PLATE
SPACED 12" O.C.
1/
2
"
- 12
"
PI
T
C
H
2 X 12 ROOF JOIST
ROOF STRUCTURE SIDE DETAIL
ROOF STRUCTURE END DETAIL
NOTES:
1. SEE FASTENER SCHEDULE FOR FASTENER INFORMATION.
2. HOUSE WRAP TO BE INSTALLED 1/8" BELOW SHEETING AND EXTEND TO TOP OF TOP PLATE. ALL SEAMS TO BE LAPPED 6" AND TAPED W/SEAM TAPE.
3. ALL SCREW HOLES THROUGH PANELS FILLED WITH POLYURETHANE CAULK PRIOR TO SCREW BEING INSTALLED.
4. ALL STRUCTURAL LUMBER SHALL BE SPF #1 OR #2.
5. ALL CDX, EXTERIOR SHEATHING & T&G GLUED TO STUDS WITH ENERBOND SF GLUE (COMPLIES WITH ASTM D3498) TO ALL STUDS BEFORE NAILING.
NT
S
CI
T
Y
OF
RE
X
B
U
R
G
TH
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9/26/22
These documents have been reviewed
for code compliance by the Division of
Occupational and Professional
Licenses. This approval shall not be
construed to be an approval of any
violation of, or variance from, Idaho's
adopted codes, standards, rules or laws
applicable to this project. Corrections
will be required for any code violations
found during the inspection process.
This is not a building permit
Plan Approval #:
Date:
MOD2211-00018
11/30/22
SPAN RATINGS FOR CONSTRUCTION MATERIALS:
FLOOR 23/32" T&G: 24 OC
WALL 15/32" OSB: 32/16
ROOF 23/32" PLYWOOD: 48/24
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FASTENER SCHEDULE CHART
ITEM SIZE TYPE SPACING TOLERANCE MINIMUM
INTERIOR OSB/FRP TO ASSEMBLY FRAMEWORK 15GA X 2 1/2" FINISH NAIL 6" AROUND PERIMETER, 12" IN FIELD +/- 1/4" 36
ALL OSB, CDX & T&G TO ASSEMBLY FRAMEWORK .113 X 2 1/2" SPIRAL SHANK 4" AROUND PERIMETER, 12" IN FIELD +/- 1/4" 36
SHEATHING TO RIM JOIST .099 X 2 1/2" SPIRAL SHANK 4" ON CENTER +/- 1/4" VARIES
CORNER WALL TO WALL 3/8" X 6" LAG 3/4" FROM OUTER EDGE, 24" OC IN FIELD +/- 3/4" VARIES
FLOOR TO SKID 3/8" X 4" LAG 12" OC STAGGERED VARIES
WALL TO FLOOR 3/8" X 4" LAG 2" FROM FLUSH OUTER EDGE, EVERY 24" +/- 3/4" VARIES
ROOF TO WALL 3/8" X 6" LAG 12" OC +/- 3/4" VARIES
TOP PLATE TO STUD 2X4 .131 X 3" COMMON NAIL 2 END NAILED 2
STUD TO SOLE PLATE .131 X 3" COMMON NAIL 2 END NAILED 2
DOUBLE TOP PLATES .131 X 3" COMMON NAIL 16" OC TYPICAL FACE NAIL +/- 3/4" VARIES
TOP PLATES LAP & INTERSECTIONS .131 X 3" COMMON NAIL 2 FACE NAILED 2
CONTINUOUS HEADER, TWO PIECES .131 X 3" COMMON NAIL 16" OC ALONG EDGE +/- 3/4" VARIES
CONTINUOUS HEADER TO STUD .131 X 3" COMMON NAIL 4 END NAILED 4
RAFTER TO PLATE 2 X 6 .131 X 3" COMMON NAIL 3 FACE NAILED 3
RAFTER TO PLATE 2 X 8 .131 X 3" COMMON NAIL 4 FACE NAILED 4
RAFTER TO PLATE 2 X 10 .131 X 3" COMMON NAIL 5 FACE NAILED 5
RAFTER TO PLATE 2 X 12 .131 X 3" COMMON NAIL 6 FACE NAILED 6
ROOF DECK .113 X 2 1/2" SPIRAL SHANK 6" AROUND PERIMETER, 12" IN FIELD +/- 1/4" 36
END WALL SHEATHING .113 X 2 1/2" COMMON NAIL 4" AROUND PERIMETER, 12" IN FIELD +/- 1/4" VARIES
SIDE WALL SHEATHING .113 X 2 1/2" COMMON NAIL 6" AROUND PERIMETER, 12" IN FIELD +/- 1/4" VARIES
ROOF FACE TO ROOF BASE #8 X 3/4" TEK SCREW 12" O.C. VARIES
EXTERIOR AGGREGATE PANEL WITH R3 OR R5 RIGID
INSULATION #10 X 2 1/2" SS SCREW 1" FROM EDGE, 1 EVERY 2' IN FIELD;
PREDRILLED 3/16" HOLES +/- 1/4" VARIES
18 GA STRAPPING OF DOUBLE STUDS TO RIM JOIST .148 X 2 1/2" COMMON NAIL 16 NAILS MIN., 8 INTO DOUBLE STUDS
AND 8 INTO RIM JOISTS (BOTH STRAPS)16
9/26/22
These documents have been reviewed
for code compliance by the Division of
Occupational and Professional
Licenses. This approval shall not be
construed to be an approval of any
violation of, or variance from, Idaho's
adopted codes, standards, rules or laws
applicable to this project. Corrections
will be required for any code violations
found during the inspection process.
This is not a building permit
Plan Approval #:
Date:
MOD2211-00018
11/30/22
1
3
5
7
9
11
13
15
17
19
21
35
39
37
33
31
29
27
25
23
DESCRIPTION QT
Y
.
UNIT
V.A. A B
PHASE TR
I
P
PO
L
E
S
WI
R
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SI
Z
E
A.
I
.
C
.
LOAD LOAD PER PHASE
PANEL CIRCUIT
(VA)
AND
LOAD PER PHASE
LOAD SCHEDULE
(VA)
41
34
38
40
36
30
32
28
PHASE
V.A.QT
Y
.
20
24
26
22
16
18
14
6
10
12
8
4
2
AB
LOAD
DESCRIPTIONUNIT
WI
R
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SI
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A.
I
.
C
.
PO
L
E
S
TR
I
P
LOCATION:
DESIGNATION:
SERVICE:
S/NS/G
42
200
LIGHTS 4 10k1212032 20128 10k DUPLEXES412 1 20 720 180 20
1 2 10k
2592
2 TON BARD HVAC5184
2592
30 10
30
1 2 10k
2592
2 TON BARD HVAC 5184
2592
30 10
30
SUBTOTAL
MANUFACTURER:
CATALOG NUMBERS:
TOTAL KVA PHASE A
TOTAL KVA PHASE B
TOTAL AMPS PHASE A
TOTAL AMPS PHASE B
CONTINUOUS
NO EQUAL: APPROVED EQUAL:
FLUSHSURFACE MOUNTING:
SUBTOTAL
VOLTAGE:
NEUTRAL:
MAIN BREAKER:
MAIN LUGS:
MAINS: TOP BOTTOM
MAIN COPPER BUS:
CYCLE: PHASE: WIRES:
TRIP: A/C:
6.0
6.1
50.4
50.7
3312 3312 27722732
X
QO140M200
200 AMP
200 AMP
200 AMP FRAME
X X
360 1
22 KA
SQUARE D120/240V.
2" EMT
(2) 3/0 WIRE
(1) #6 WIRE
WIRING SCHEMATIC
UTILITY
MAIN BREAKER
W/ BONDING BUSHING
MAIN
PANEL
NO
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El
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10kGFI 1 12120180 180 20
10kEXTERIOR LIGHT 1 1212012 12 20
10k DUPLEXES412 1 20 720 180 20
10k TWISTLOCK112 1 20 20
10k TWISTLOCK1 12 1 2020
These documents have been reviewed
for code compliance by the Division of
Occupational and Professional
Licenses. This approval shall not be
construed to be an approval of any
violation of, or variance from, Idaho's
adopted codes, standards, rules or laws
applicable to this project. Corrections
will be required for any code violations
found during the inspection process.
This is not a building permit
Plan Approval #:
Date:
MOD2211-00018
11/30/22
10 1/2" X 1 1/2"
18 GAUGE
STRAPPING
LOCATION
8'-1"
16'-1"
1'-6"
19'-8 1/4"
11
'
-
8
1/
4
"
5'
-
8
1/
8
"
2'
-
9
1/
8
"
18'-2 1/4"
12'-1"
4'-1"
1*
3
1*
1*
2
2
1*
1*
1*
3
3
2'
-
5
1/
8
"
2'
-
7
"
2'
-
5
1/
8
"
A A B B
1" TYP
9 3
/
4
"
1'
TYP
3
2'
-
7
"
8'
-
7
1/
4
"
10 1/2" X 1 1/2"
18 GAUGE
STRAPPING
LOCATION
10 1/2" X 1 1/2" 18 GAUGE
STRAPPING LOCATION
9 3
/
4
"
10
3
/
8
"
10
3
/
8
"
10
3
/
8
"
10
3
/
8
"
9 3/
4
"
9 3/
4
"
4' TYP3'-8"
3 3/16"
3/16"TYP.
1
1
2
3/16"
3/16" TYP.
1/
4
"
1/
4
"
2"
3/8" x 45°
CHAMFER
LIST OF MATERIAL
NO. QTY.DESCRIPTION
1. 7
2.
163.
BEAM SUPPORT (W6 X 9#) GRADE 50
GRADE
A992
WEIGHT
1066.3#
2 177.2#
127.9#A36 ANGLE, SUPPORT (2 X 2 X 1/4)
PIPE SUPPORT (3" NOM. SCH 40)
1371.4#TOTAL BLACK STEEL WEIGHT
A500B
NOTES:
UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS
SHOWN ON THIS DRAWING SHALL HAVE THE
FOLLOWING TOLERANCE:
FRACTION
ANGLE
WELDED ASSEMBLY
TOP VIEW
1 1/2" = 1' SCALE
SECTION "B-B"
3/8" = 1' SCALE
1 1/2" = 1' SCALE
SECTION "A-A"
1. FINISH: PAINTED WITH BRONZE RUST PREVENTATIVE PAINT.
AS
NO
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OF
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D
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A
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N
:
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7
/
2
2
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V
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:
9/
2
6
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2
2
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A
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:
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1
2
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3
4
B
-
1
SC
A
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~ 11
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1
7
:
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:
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:
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A
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NU
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B
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:
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B
1
5
7
4
RE
X
B
U
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,
ID
12
'
W
.
OD
x 2
0
'
L
.
OD
x 9'
H
.
ID
SH
E
L
T
E
R
S1
.
0
Sk
i
d
1 1/2" = 1' SCALE
BEAM COPING DETAIL
*2. BOTH ENDS OF THIS BEAM ARE COPED, SEE BEAM COPING DETAIL
3. STRAPPING TO BE ATTACHED TO KING STUDS ON OPENINGS MARKED
9/26/22
These documents have been reviewed
for code compliance by the Division of
Occupational and Professional
Licenses. This approval shall not be
construed to be an approval of any
violation of, or variance from, Idaho's
adopted codes, standards, rules or laws
applicable to this project. Corrections
will be required for any code violations
found during the inspection process.
This is not a building permit
Plan Approval #:
Date:
MOD2211-00018
11/30/22