HomeMy WebLinkAbout1199.23 Rexburg U Haul - 10x20 Bi Slope_Stamped 9-12-2023SHEET INDEX
S0.0 COVER PAGE & NOTES
S1.0 FLOOR, WALL, & ROOF FRAMING PLANS
S2.0 CROSS SECTIONS & DOOR FRAMING
S3.0 STRUCTURAL DETAILS
ABBREVIATIONS
A.B.ANCHOR BOLT
ADD'L ADDITIONAL
ALT ALTERNATE
APPROX APPROXIMATE
ARCH.ARCHITECT
ARCH'L ARCHITECTURAL
B BOTTOM
BLDG.BUILDING
BM BEAM
BOT BOTTOM
BRG.BEARING
C CHANNEL
CL CENTER LINE
CLG.CEILING
CMU CONCRETE MASONRY UNITS
COM COMMON
CONC.CONCRETE
COND.CONDITION
CONN.CONNECTION
COORD.COORDINATE
DET DETAIL
D.F.DOUGLAS FIR
D.F.L.DOUGLAS FIR- LARCH
DIAG DIAGONAL
DIAM DIAMETER
DIMS DIMENSION
DWG DRAWING
(E)EXISTING
EA.EACH
E.J.EXPANSION JOINT
ELEV ELEVATION
E.N.EDGE NAIL
EQ EQUAL
EQUIP EQUIPMENT
EXIST EXISTING
FDN FOUNDATION
FIN FINISH
FLR FLOOR
FRMG FRAMING
FTG FOOTING
F.V.FIELD VERIFY
GA GAUGE
GALV GALVANIZE
GLB GLU-LAM BEAM
GYP GYPSUM BOARD
H.A.S.HEADED ANCHOR STUD
H.D.HOLD DOWN
HDR HEADER
HORIZ HORIZONTAL
IN INCHES
LB POUND
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
MANUF MANUFACTURER
MAX MAXIMUM
MIN MINIMUM
MISC MISCELLANEOUS
NO.NUMBER
N.T.S.NOT TO SCALE
O.C.ON CENTER
O.H.OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OSB ORIENTED STRAND BOARD
OWSJ OPEN WEB STEEL JOIST
PERP PERPENDICULAR
PL PLATE
PLY PLYWOOD
PSL PARALLEL STRAND LUMBER
PSI POUNDS PER SQUARE INCH
P.T.PRESSURE TREATED
REF REFERENCE
REINF REINFORCEMENT
REQ'D REQUIRED
REV REVISION
SCHED SCHEDULE
SHTG SHEATHING
SIM SIMILAR
SK SKETCH
S.O.G.SLAB ON GRADE
SPECS SPECIFICATIONS
STAG STAGGERED
STD STANDARD
STRUCT STRUCTURAL
T.A.S.THREADED ANCHOR STUD
T&G TONGUE AND GROOVE
T&B TOP AND BOTTOM
THRU THROUGH
TJI TRUS JOIST I-JOIST
TO TOP OF
TRANSV TRANSVERSE
TYP TYPICAL
UNO UNLESS OTHERWISE NOTED
V.I.F.VERIFY IN FIELD
VERT VERTICAL
W WIDE FLANGE
WD WOOD
W.P.WORK POINT
WT WEIGHT
WWF WELDED WIRE FABRIC
WWR WELDED WIRE REINFORCEMENT
GENERAL NOTES:
A.CONSTRUCTION DOCUMENTS:
1.THE CONTRACTOR SHALL REVIEW THE APPROVED CONSTRUCTION
DOCUMENTS AND NOTIFY THE ENGINEER OF ANY ERRORS OR
DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION.
2.CONTRACTOR IS RESPONSIBLE FOR USING QUALIFIED SUB CONTRACTORS
EXPERIENCED IN THIS TYPE OF CONSTRUCTION.
3.THE CONTRACTOR SHALL FURNISH AND INSTALL EVERYTHING REQUIRED TO
PROVIDE A COMPLETE STRUCTURE AS SHOWN HEREIN. IF THERE IS AN
OMISSION ON THE PLANS, SUCH OMISSION SHALL NOT BE CONSTRUED TO
MEAN THAT THE CONTRACTOR IS NOT REQUIRED TO FURNISH OR PROVIDE
EVERYTHING THAT IS NECESSARY TO COMPLETE THE PROJECT TO THE
MINIMUM REQUIREMENTS OF THE 2018 INTERNATIONAL BUILDING CODE AND
ALL OTHER SPECIFICATIONS, CODES AND STANDARDS NOTED ON THE
APPROVED CONSTRUCTION DOCUMENTS.
4.THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY IF ANY
UNIDENTIFIED EXISTING UNDERGROUND UTILITIES ARE DISCOVERED. THE
ENGINEER IS NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS.
5.THE APPROVED STRUCTURAL DRAWINGS ARE PART OF THE OVERALL
CONSTRUCTION DOCUMENT SET AND SHALL BE REFERENCED IN
CONJUNCTION WITH OTHER APPROVED CONSTRUCTION DOCUMENTS
INCLUDING, BUT NOT LIMITED TO, CIVIL, ARCHITECTURAL, MECHANICAL,
ELECTRICAL, LANDSCAPE AND GEOTECHNICAL DOCUMENTS.
a.SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: HORIZONTAL
AND VERTICAL DIMENSIONS NOT SHOWN ON THE STRUCTURAL
PLANS. SIZE AND LOCATIONS OF DOOR AND WINDOW OPENINGS.
SIZE AND LOCATIONS OF ROOF AND FLOOR OPENINGS. SIZE AND
LOCATIONS OF INTERIOR NON-BEARING AND NON STRUCTURAL
WALLS. CEILING ASSEMBLIES; WALL, FLOOR AND ROOF FINISHES;
AND HANDRAILS.
b.SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE
FOLLOWING: SIZE AND LOCATION OF PIPES, SLEEVES, AND DUCT
PENETRATIONS. EQUIPMENT SIXES AND LOCATION. EQUIPMENT
CURBS AND MOUNTING BRACKETS OR ANCHORS.
c.SEE CIVIL, GEOTECHNICAL, OR LANDSCAPE DRAWINGS AND
REPORTS FOR THE FOLLOWING: SITE TOPOGRAPHY, EXCAVATION
AND COMPACTION REQUIREMENTS, FINISH GRADE SLOPE AND
DRAINAGE, AND SITE ELEVATION.
6.THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY
DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR
SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE
DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT
LIMITED TO, BRACING AND/OR SHORING FOR LOADS DUE TO CONSTRUCTION
EQUIPMENT, ETC. CONTRACTOR AT HIS/HER OWN EXPENSE SHALL ENGAGE
PROPERLY QUALIFIED PERSONS TO DESIGN BRACING, SHORING, ETC.
OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NOT INCLUDE
OBSERVATION OF THE ABOVE NOTED ITEMS.
7.UNDER NO CIRCUMSTANCES CAN STRUCTURAL COMPONENTS BE
SUBSTITUTED, OMITTED, SPLICED, OR ALTERED FROM THE APPROVED SET
OF CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE
ENGINEER.
B.DIMENSIONS AND NOTATIONS:
1.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED
DIMENSIONS. DO NOT SCALE DRAWINGS.
2.FOR ANY MISSING DIMENSIONS REFER TO THE ARCHITECTURAL DRAWINGS
OR THE DRAWINGS OF APPLICABLE TRADE.
3.ABBREVIATIONS USED ON THE APPROVED CONSTRUCTION DOCUMENTS
SHALL BE CONSIDERED TYPICAL ABBREVIATIONS FOR THE INDUSTRY. THE
CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE ENGINEER
IMMEDIATELY OF ANY ABBREVIATIONS THAT ARE UNKNOWN TO THE
CONTRACTOR.
C.TYPICAL NOTES AND DETAILS:
1.SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER STANDARD
TYPICAL NOTES AND DETAILS.
2.STANDARD TYPICAL NOTES AND DETAILS ARE TO BE USED WHEN REFERRED
TO OR WHEN NO OTHER MORE RESTRICTIVE OR DIFFERENT DETAILS ARE
SHOWN ON THE DRAWINGS.
3.WORK NOT PARTICULARLY SHOWN OR SPECIFIED SHALL BE THE SAME AS
SIMILAR PARTS THAT ARE SHOWN OR SPECIFIED.
D.SHOP DRAWINGS:
1.SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER IN
A TIMELY FASHION PRIOR TO FABRICATION AND CONSTRUCTION. UNLESS
OTHERWISE STATED, A MINIMUM OF 5 WORKING DAYS AFTER RECEIPT OF
SHOP DRAWINGS SHALL BE CONSIDERED AN ACCEPTABLE TIME PERIOD FOR
THE STRUCTURAL ENGINEER REVIEW PROCESS.
2.A MINIMUM OF (2) HARD COPY SETS SHALL BE SUBMITTED TO THE
STRUCTURAL ENGINEER FOR REVIEW. THE STRUCTURAL ENGINEER WILL
MAINTAIN (1) SET FOR REFERENCE PURPOSES. THE CONTRACTOR SHALL
MAINTAIN (1) SET AT THE JOB SITE DURING THE DURATION OF
CONSTRUCTION.
3.CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO
SUBMISSION TO THE STRUCTURAL ENGINEER. CONTRACTOR SHALL REVIEW
FOR COMPLETENESS AND COMPLIANCE WITH CONTRACT DOCUMENTS.
4.SHOP DRAWINGS ARE NOT A PART OF THE CONSTRUCTION DOCUMENTS.
THE STRUCTURAL ENGINEER REVIEW DOES NOT GIVE PERMISSION TO
DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS. WHERE THE
SHOP DRAWINGS AND THE CONSTRUCTION DOCUMENTS DIFFER, THE MORE
STRICT OF THE TWO SHALL GOVERN UNLESS WRITTEN APPROVAL FROM
THE STRUCTURAL ENGINEER PERMITS OTHERWISE.
E.INSPECTIONS, SPECIAL INSPECTIONS, AND SITE VISITS (STRUCTURAL
OBSERVATIONS):
1.INSPECTIONS BY THE BUILDING OFFICIAL ARE REQUIRED FOR
CONSTRUCTION WORK FOR WHICH A PERMIT IS REQUIRED PER SECTION 110
OF THE IBC. CONTRACTOR IS REQUIRED TO COORDINATE AND SCHEDULE
ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. INSPECTIONS
PRESUMING TO GIVE AUTHORITY TO VIOLATE OR CANCEL PROVISIONS OF
THE IBC OR OF OTHER ORDINANCES OF THE JURISDICTION SHALL NOT BE
VALID.
2.SPECIAL INSPECTIONS ARE IN ADDITION TO, AND DO NOT REPLACE, THE
INSPECTIONS BY THE BUILDING OFFICIAL PER CHAPTER 17 OF THE IBC.
SPECIAL INSPECTIONS SHALL BE PERFORMED BY A QUALIFIED PERSON TO
INSPECT AS REQUIRED ON THESE DOCUMENTS THE MATERIALS,
INSTALLATION, FABRICATION, ERECTION OR PLACEMENT OF COMPONENTS
AND CONNECTIONS REQUIRING SPECIAL EXPERTISE TO ENSURE
COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.
3.SITE VISITS OR STRUCTURAL OBSERVATIONS BY THE STRUCTURAL
ENGINEER DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY OF
INSPECTIONS OR SPECIAL INSPECTIONS PER SECTION 110 AND CHAPTER 17
OF THE IBC. SITE VISITS ARE NOT CONTINUOUS OR DETAILED. SITE VISITS
DO NOT VALIDATE CONTRACTORS PERFORMANCE, MEANS, OR METHODS.
SITE VISITS ARE FOR VISUAL OBSERVATION FOR GENERAL CONFORMANCE
TO THE APPROVED CONSTRUCTION DOCUMENTS.
F.CODE REQUIREMENTS:
ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING
CODES:
1.2018 INTERNATIONAL BUILDING CODE (IBC)
2.ANY OTHER REGULATING AGENCIES WHICH MAY HAVE AUTHORITY OVER
ANY PORTION OF THE WORK, INCLUDING THE STATE OF IDAHO.
3.SPECIFICATIONS, CODES AND STANDARDS NOTED SHALL BE OF THE LATEST
APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS NOTED OTHERWISE.
4.CONTRACTOR SHALL BE PROPERLY REGISTERED IN THE STATE OF IDAHO
PER IDAHO STATE LAW.
5.ALL STRUCTURAL MATERIAL MUST HAVE CURRENT ICC-ES REPORTS
AVAILABLE UPON REQUEST TO PROVE CODE APPROVAL & INDUSTRY
TOLERANCES.
DESIGN CRITERIA:
A.2018 INTERNATIONAL BUILDING CODE (IBC).
1.RISK CATEGORY: II
2.NATURE OF OCCUPANCY: STORAGE
B.DESIGN LOADS:
1.ROOF:
a.LIVE LOAD = 20 PSF or 300 LB POINT LOAD
b.DEAD LOAD = 5 PSF
c.SNOW LOAD = 42 PSF (ROOF SNOW)
2.FLOOR - LIVE LOADS:
a.125 PSF (LIGHT STORAGE)
C.IBC SEISMIC DESIGN:
1.SEISMIC DESIGN CATEGORY: D
2.IMPORTANCE FACTOR IE = 1.0
3.SOIL SITE CLASS: D
4.SEISMIC COEFFICIENTS:
SDS = 0.371
D.IBC WIND LOAD:
1.BASIC DESIGN WIND SPEED = 105 MPH
2.EXPOSURE = C
***DISCLAIMER
IT IS IMPORTANT FOR THE GENERAL CONTRACTOR TO UNDERSTAND THAT IT IS HIS/HER RESPONSIBILITY TO BE SURE THIS PROJECT IS CONSTRUCTED IN FULL
COMPLIANCE WITH ALL STATE AND LOCAL CODES AND ORDINANCES. THE PLANS ARE NOT ALL INCLUSIVE OF ALL MINIMUM CODES AND ORDINANCES. THIS FACT DOES
NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH ALL MINIMUM STANDARDS. NO OMISSION FROM THESE PLANS GIVES PERMISSION FOR VIOLATION OF ANY
CODE OR ORDINANCE. NO APPROVAL EVER GRANTS PERMISSION TO VIOLATED ANY CODE OR CITY ORDINANCE.
THE GREATEST EFFORT HS BEEN MADE TO DRAFT THESE PLANS WITHOUT ERROR. HOWEVER, THERE IS NO GUARANTEE THAT THESE PLANS ARE WITHOUT ERROR.
THE ARCHITECT, DRAFTSMAN & ENGINEER ARE TO BE HELD HARMLESS OF ANY FINANCIAL LIABILITY RESULTING FROM ERRORS IN THESE PLANS. ANYONE USING
THESE PLANS FOR CONSTRUCTION OF THIS BUILDING ACCEPT FULL RESPONSIBILITY. CHECK PLANS CAREFULLY BEFORE AND DURING CONSTRUCTION
COLD-FORMED METAL:
A.REFERENCED STANDARDS:
1.AISI STANDARD: STANDARD FOR COLD-FORMED STEEL FRAMING
B.LIGHT GAUGE STEEL STUDS AND JOISTS:
1.18 & 20 GAUGE MATERIAL: ASTM A570 GRADE 33 FOR PAINTED CARBON
SHEET STEEL OR ASTM A653 GRADE A FOR GALVANIZED STEEL (Fy=33 KSI)
2.12, 14 & 16 GAUGE MATERIAL: ASTM A570 GRADE 50 FOR PAINTED CARBON
SHEET STEEL OR ASTM A653 GRADE D FOR GALVANIZED STEEL (Fy=50 KSI).
CARBON SHEET STEEL MUST BE COATED WITH A RUST INHIBITING PAINT.
3.ALL STRUCTURAL PROPERTIES COMPUTED IN ACCORDANCE WITH ANSI
"SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL
MEMBERS". DESIGNATIONS ON THE DRAWINGS ARE STEEL STUD
MANUFACTURER'S ASSOCIATION (S.S.M.A.). APPROVED EQUIVALENT
PRODUCTS MAY BE PERMITTED UPON REVIEW OF THE ARCHITECT AND
STRUCTURAL ENGINEER.
4.INSTALL MEMBERS IN ACCORDANCE WITH INDUSTRY STANDARDS. UNLESS
NOTED OTHERWISE ON THESE DRAWINGS, STUD WALL TRACK TO BE OF THE
SAME MATERIAL AND GAUGE AS STUDS.
5.PROVIDE HORIZONTAL BRIDGING AT 5'-0" O.C. MAXIMUM AT NONBEARING
WALLS AND 3'-4" O.C. MAXIMUM AT BEARING WALLS, COORDINATE W/ STUD
MANUFACTURER'S REQUIREMENTS AND STUD CUT-OUT LOCATIONS.
6.BEARING WALLS TO BE ERECTED WITH STUD ENDS SEATED AGAINST TRACK
WEB ON TOP AND BOTTOM. SPLICING OF WALL STUDS IS NOT PERMITTED.
7.CONSTRUCT WALL CORNERS USING A MINIMUM OF THREE STUDS.
8.INSTALL DOUBLE STUDS AT WALL OPENINGS, DOOR AND WINDOW JAMBS,
U.N.O., SPLICING STUDS & HEADER/LINTEL FRAMING MEMBERS IS NOT
PERMITTED.
9.SUBMIT SHOP DRAWINGS SHOWING STUD AND JOIST LAYOUT, DIMENSIONS,
SIZES, BRIDGING, AND REQUIRED CONNECTION DETAILS FOR REVIEW BY
THE ARCHITECT AND STRUCTURAL ENGINEER.
C.FASTENERS:
1.SELF-DRILLING, SELF-TAPPING SCREWS, BOLTS, NUTS AND WASHERS: HOT
DIP GALVANIZED PER ASTM A153
2.ANCHORAGE DEVICES: POWER ACTUATED
D.WALL SYSTEMS SHEATHED WITH MBCI PANELS (OR EQUIVALENT) PER PLANS.
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SHEET TITLE
SHEET NUMBER
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DATE:
1199.23
LV
KB
09-11-2023
DRAWN BY:
CHECKED BY:
JOB NUMBER:
PO
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2
4
20
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COVER PAGE
& NOTES
S0.0
9-12-2023
8' x 7' O.H. ROLL-UP DOOR
8' x 7' O.H. ROLL-UP DOOR
1'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
10'
2 58" x 4" 16 GA. WALL
STUDS OF VARYING HEIGHT
DOORS & HARDWARE
AS DETAILED BY MFR.
4 12" x 2" 16 GA. PLATES @
TOP & BTM. OF STUD WALLS
WHITE ENAM. STEEL SIDING PANELS
w/ RODENT GUARD BLOCKING (TYP.)
PROVIDE 2", 16 GA. STRAP
@ CENTER PARTITION
WALL. SEE DETAIL F/S3.0
A
1
B
C
2
SCALE:
FLOOR PLAN
1/2" = 1'-0"2
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
10'
2 38" x 6" 16 GA. FLOOR JOIST (TYP.)
1 78" x 6" 16 GA. END
CAP @ EACH SIDE
LEVELING FEET/BRACKET @ EA.
END OF EACH FLOOR JOIST (TYP.)
34" CDX T&G PLYWD. DECKING.
SCREWED w/ #12 SCREWS
@ 6" O.C. EDGE AND 12" O.C.
FIELD TO FLOOR JOISTS AND
END CAPS (NOT SHOWN)
SCALE:
FLOOR FRAMING PLAN
1/2" = 1'-0"1 SCALE:
ROOF FRAMING PLAN
1/2" = 1'-0"3
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
10'
2 38" x 6" 16 GA. ROOF PURLIIN (TYP.)
1 7
8" x 6 14" 16 GA. END CAP @ EA. SIDE
TEK SCREWED TO SLPING TOP PLATES
OF WALL (TYP.)
1" THICK VINYL-FACED INSULATION
& VAPOR/CONDENSATION BARRIER
20
'
10
'
10
'
12" WIDE 26 GA. 'LOCK SEAM'
GALVANIZED ROOFING PANELS
(NOT SHOWN)
(2) PURLINS, (1) @ EA. SIDE OF RIDGE
2" x 16 GA CROSS
STRAPPING. ATTACH w/ (2)
#12 SCREWS, EACH END (TYP.)
A
1
B
C
2
A
1
B
C
2
20
'
20
'
2 58" x 4" 16 GA. WALL
STUDS @ 2' O.C.
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DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS,
INCL
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C
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.
SHEET TITLE
SHEET NUMBER
SHEET
NO
R
T
H
2
n
d
E
A
S
T
S
T
.
,
R
E
X
B
U
R
G
I
D
8
3
4
4
0
DATE:
1199.23
LV
KB
09-11-2023
DRAWN BY:
CHECKED BY:
JOB NUMBER:
PO
B
o
x
3
2
4
20
9
N
M
c
H
a
l
e
y
Pr
a
i
r
i
e
C
i
t
y
,
O
R
9
7
8
6
9
en
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i
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e
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@
s
t
r
u
x
e
n
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i
n
e
e
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g
.
c
o
m
FLOOR, WALL,
& ROOF
FRAMING
S1.0
9-12-2023
1 12
GALV. RIDGE FLASHING
DBL. ROOF PURLIN @ RIDGE
(2) #12 SCREWS, EA. FROM BOTTOM
TRACK TO FLOOR JOISTS @ 24" O.C.
SCALE:
LONGITUDINAL CROSS SECTION
1/2" = 1'-0"1
SCALE:
DOOR FRAMING
1/2" = 1'-0"2
ROLL-UP DOOR, SIDING, AND ROOF
COVERINGS REMOVED FOR CLARITY
(1) MID-WALL
CRIPPLE STUD
SCALE:
CROSS SECTION
1/2" = 1'-0"3
PARTITION WALL STUDS & PANELS
16 GA. "L" HDR.
(3) #12 'TEK-SCREW'
EACH LEG
(2) #12 SCREWS, EACH SIDE
AT BOTTOM TRACK TO STUD,
LAP AND SCREW ALL TRACK LAPS
26 GA. GALV. 'LOCK-SEAM'
ROOFING PANELS (12" W)
16 GA. ROOF PURLINS @ 24" O.C.
34" T&G PLYWD. DECK SCREWED TO JOISTS
16 GA. WALL STUDS @ 24" O.C.
ENAM. STEEL SIDING PANELS
w/ RODENT GUARD BLOCKING
26 GA. TRIM & FLASHING
16 GA. FLOOR JOISTS @ 24" O.C.
14 GA. "L" PLATE LEVELING BRACKET & 58" Ø x
6" ALL-THREAD ROD w/ WELDED 6" Ø x 3
16" HVY.
PLATE FOOT, EVERY OTHER FLOOR JOIST
1" VINYL-FACE INSULATION/V.B.
12"x12"x4" P.T. BEARING PLATE, EVERY OTHER
FLOOR JOIST, BETWEEN LEVELING FEET
34" T&G PLYWD. DECKING
2 38" x 6" 16 GA. FLOOR JOISTS
1'8'1'
2" x 4 14" 16 GA. BOTTOM PLATE
DOOR POST FROM (2) 2 58" x 4" STUDS,
MIRRORED TO FORM HOLLOW TUBE &
TACK-WELDED TOGETHER SEE DETAIL S4.0/E
2 58" x 4" 16 WALL STUD (END)
END WALL COVERED w/ 12" WIDE SMOOTH
ENAM. STEEL PANEL w/ 4" DOOR JAMB & 1"
RETURN. SEE DETAIL S4.0/D
STRAP HOLD DOWN, SEE
DETAIL F/S3.0
PROVIDE SOLID BLOCKING TO CORNER
HORIZONTAL STRAP HOLD DOWN,
SEE DETAIL F/S3.0
2 38" x 6", 16 GA. ROOF PURLINS (END)
2" x 4 14", 16 GA. TOP PLATE
10'
2'
-
2
"
7'
9'
-
2
"
9'
-
2
"
(2) #12 SCREWS, EA. PURLIN IN TOP PLATE
1" VINYL-FACED INSULATION/V.B.
NOTCH AND LAP TRACK
AT CORNER, PROVIDE MIN.
(2) #12 SCREWS AT PLATE LAP
(2) #12 SCREWS, EACH SIDE AT TOP TRACK
TO STUD, LAP AND SCREW ALL TRACK LAPS
112
(2) #12 SCREWS, EA. FROM BOTTOM
TRACK TO FLOOR JOISTS @ 24" O.C.
CONNECTING BRACKET TO ASPHALT (TYP. OF
4) FASTEN w/ AMERICAN EARTH ANCHORS 9"
PENETRATOR, SEE DETAIL C/S3.0
(2) #12 SCREWS, EACH SIDE
AT BOTTOM TRACK TO STUD,
LAP AND SCREW ALL TRACK LAPS
26 GA. GALV. 'LOCK-SEAM'
ROOFING PANELS (12" W)
16 GA. ROOF PURLINS @ 24" O.C.
ENAM. STEEL SIDING PANELS
w/ RODENT GUARD BLOCKING
34" T&G PLYWD. DECK SCREWED TO JOISTS
16 GA. WALL STUDS @ 24" O.C.
16 GA. FLOOR JOISTS @ 24" O.C.
2" 16 GA. STRAP TIE BRACING
@ WALL (2 STRAPS @ 36" O.C.)
14 GA. "L" PLATE LEVELING BRACKET &
58" Ø x 6" ALL-THREAD ROD w/ WELDED
6" Ø x 316" HVY. PLATE FOOT., EVERY
OTHER FLOOR JOIST
12"X12"X4" P.T. BEARING PLATE, EVERY OTHER
FLOOR JOIST, BETWEEN LEVELING FEET
36" WIDE WHITE ENAM. STEEL
SIDING PANELS SCREWED TO
STUDS & HORIZ. STRAPS & PLATES,
PROVIDE STITCH SCREWS AT 24" O.C.
DE
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HE PL
ANS SHALL BE RESTRIC
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THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.
DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS,
INCL
UDING THOSE IN ELE
C
TRO
NIC FORM, PRE
PAR
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DESIGNER AND THE DESIGNER'S CONSULTANTS SHALL
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M
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.
SHEET TITLE
SHEET NUMBER
SHEET
NO
R
T
H
2
n
d
E
A
S
T
S
T
.
,
R
E
X
B
U
R
G
I
D
8
3
4
4
0
DATE:
1199.23
LV
KB
09-11-2023
DRAWN BY:
CHECKED BY:
JOB NUMBER:
PO
B
o
x
3
2
4
20
9
N
M
c
H
a
l
e
y
Pr
a
i
r
i
e
C
i
t
y
,
O
R
9
7
8
6
9
en
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i
n
e
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@
s
t
r
u
x
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
CROSS
SECTION &
DOOR
FRAMING
S2.0
9-12-2023
SCALE:
LEVEL BRACKET (ATTACHES TO FLOOR JOIST)
2" = 1'-0"A
6"6"
4"
4"
212"
14 GA.
34" Ø HOLE
58" Ø WELDED NUT212"
SCALE:
CONNECTING BRACKET TO ASPHALT - (4) ONE @ EACH CORNER
2" = 1'-0"C
1'
-
4
"
1'
-
4
"
4"
4"
312"
14 GA.
312"
SCALE:
LEVEL BRACKET FOOT (THREADS THRU BRACKET)
2" = 1'-0"B
6"
6" Ø
316" PLATE
FOOT
WELDED
6" x 58" Ø THREADED ROD
NUT34" Ø HOLE AMERICAN EARTH
ANCHORS 9"
PENETRATOR
SCALE:
DOOR DETAIL - TRIM PANEL
2" = 1'-0"D SCALE:
DOOR DETAIL - DOOR POST
2" = 1'-0"E
USE TO PROVIDED EXT. FINISH
FACE OF END WALL STUD &
DOOR POST ASSEMBLY.
11"
1"
414"
26 GA. STEEL
514"
4"
14" x 12" TACK-WELD
@ 12" O.C. EA. SIDE
OF CREATED STUD
(2) 16 GA. STEEL STUD
EXTERIOR STUD WALL
CENTER STUD AT PARTITION WALL
RIM JOIST AT FLOOR
FRAMING
1'
-
6
"
(4) #12 SCREWS,
EACH END
2"x16GA STRAP
LEVELING FEET, PER PLAN
SCALE:
PARTITION WALL STRAP HOLD DOWN
2" = 1'-0"F
Ø6"
DE
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ANS SHALL BE RESTRIC
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THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.
DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS,
INCL
UDING THOSE IN ELE
C
TRO
NIC FORM, PRE
PAR
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B
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DESIGNER AND THE DESIGNER'S CONSULTANTS SHALL
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.
SHEET TITLE
SHEET NUMBER
SHEET
NO
R
T
H
2
n
d
E
A
S
T
S
T
.
,
R
E
X
B
U
R
G
I
D
8
3
4
4
0
DATE:
1199.23
LV
KB
09-11-2023
DRAWN BY:
CHECKED BY:
JOB NUMBER:
PO
B
o
x
3
2
4
20
9
N
M
c
H
a
l
e
y
Pr
a
i
r
i
e
C
i
t
y
,
O
R
9
7
8
6
9
en
g
i
n
e
e
r
@
s
t
r
u
x
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
STRUCTURAL
DETAILS
S3.0
9-12-2023