HomeMy WebLinkAboutSTRUCTURAL PLANS - 21-00789 - Rocky Mountain Power - Mechanic ShopP R O F E S S I O N A L ENG
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PROJECT MANAGER:CAD OPERATOR:
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JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
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This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
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ROCKY MOUNTAIN MECHANIC SHOP M.B.
TWEBB CONSTRUCTION LLC
RMSDBPIF21-411
GENERAL STRUCTRUAL NOTES
170 WEST 2ND NORTH
REXBURGE, IDAHO 83440
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GENERAL REQUIREMENTS:1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLYEXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURALENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY NECESSARILY ASSUME THAT THEWORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/ORWORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDINGCODE CONVENTIONAL FRAMING REQUIREMENTS AND OF INDUSTRY ACCEPTEDSTANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR FRAMING ELEMENT IS(OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THECONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALLMISCELLANEOUS WORK NOT EXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE 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, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TOITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR SHALLREVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCEWITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW. VERIFY ALLDIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONSFROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THEAFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES,SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL ENGINEER'SREVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED BY OTHERSAND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEERREGISTERED IN THE APPROPRIATE STATE. THE SHOP DRAWINGS DO NOT REPLACETHE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLYAND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER ARE NOT TO BECONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY OF ENGINEERINGDESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH THE DESIGNING ORSUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THECONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FORCORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW (5) WORKING DAYS FORTHE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH SUBMITTAL WILL BERETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS.BASIS FOR DESIGN:1.BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = II REINFORCING S
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FOUNDATION N
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:
1.IN LIEU OF A GEOTECHNICAL
R
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P
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2.THE SOIL DESIGN VALUES LIS
T
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N
A
P
P
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PREDOMINATELY CONSISTS O
F
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D
A
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D
/
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A
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.
SPECIFIC SOIL CLASSIFICATIO
N
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T
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,
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L
(
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T
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CLASSIFICATIONS CAN BE FO
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A
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1
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2
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VERIFICATION OF SOIL CLASSI
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A
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T
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E
R
E
S
P
O
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S
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B
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T
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CONTRACTOR.3.A ONE-THIRD INCREASE IN BE
A
R
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N
G
P
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E
S
S
U
R
E
S
I
S
A
L
L
O
W
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W
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WIND LOAD COMBINATIONS. L
A
T
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A
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B
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A
R
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G
A
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D
L
A
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G
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MAY BE COMBINED.4.ALL FOUNDATIONS SHALL BEA
R
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C
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P
A
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T
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D
E
N
G
I
N
E
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R
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D
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L
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P
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T
NATIVE SOIL SUBBASE COMPA
C
T
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D
T
O
9
5
%
D
R
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D
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N
S
I
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Y
(
S
T
A
N
D
A
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D
P
R
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T
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)
.
GRADE IS DEFINED AS LOWES
T
A
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A
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T
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5
F
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U
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FOR PERIMETER FOOTINGS. W
H
E
R
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E
X
T
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R
I
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R
P
A
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G
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C
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ADJACENT TO BUILDING, GRA
D
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5 FEET FROM BUILDING. CONC
R
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F
O
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A
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FREE OF LOOSE DEBRIS OR U
N
-
C
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PLACEMENT.5.CONCRETE SLABS ON GRADE
S
H
A
L
L
B
E
S
U
P
P
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R
T
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D
O
N
A
4
I
N
C
H
(
M
I
N
)
L
A
Y
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R
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F
FREE-DRAINING GRANULAR M
A
T
(
D
R
A
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A
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F
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L
C
O
U
R
S
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.
T
H
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A
T
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D
CONSIST OF A WELL GRADED
S
A
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D
A
N
D
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R
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L
M
I
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T
U
R
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W
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M
A
X
I
M
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M
3
/
4
-
I
N
C
H
CRUSHED AGGREGATE. THE G
R
A
N
U
L
A
R
M
A
T
S
H
O
U
L
D
B
E
C
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M
P
A
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T
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D
T
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N
O
L
E
S
S
THAN 95% OF THE MAXIMUM D
R
Y
D
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N
S
I
T
Y
A
S
D
E
T
E
R
M
I
N
E
D
B
Y
A
S
T
M
D
1
5
5
7
6.BACKFILL AGAINST RESTRAIN
E
D
W
A
L
L
S
S
H
A
L
L
N
O
T
B
E
P
L
A
C
E
D
U
N
T
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L
A
F
T
E
R
T
H
E
WALLS ARE SUPPORTED BY T
H
E
C
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M
P
L
E
T
I
O
N
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F
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N
T
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R
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A
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CONCRETE OR GROUT STREN
G
T
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H
A
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R
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A
C
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D
T
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E
2
8
D
A
Y
S
T
R
E
N
G
T
H
L
I
S
T
E
D
BELOW.THE SOIL DESIGN VALUES FOR THE
F
O
U
N
D
A
T
I
O
N
A
R
E
:
ALLOWABLE BEARING PRESSURE
1
5
0
0
P
S
F
ALLOWABLE LATERAL BEARING PR
E
S
S
U
R
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P R O F E S S I O N A L ENG
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R
S
T
ATE O F I D A H O
A
11/3/21
14134
D
VID B .P O R T E R
L I C E N SED
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
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R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
1
.
1
1
1
/
3
/
2
1
ROCKY MOUNTAIN MECHANIC SHOP M.B.
TWEBB CONSTRUCTION LLC
RMSDBPIF21-411
TYPICAL DETAILS
170 WEST 2ND NORTH
REXBURGE, IDAHO 83440
...
...
...
...
...
...
....
5" CONCRETE SLAB ON GRADE W/#4 AT 18" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIMEFINISH FLOOR = 100'-0"CONCRETE SLAB ON GRADE
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P R O F E S S I O N A L ENG
I
N
E
E
R
S
T
ATE O F I D A H O
A
11/3/21
14134
D
VID B .P O R T E R
L I C E N SED
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
2
.
0
1
1
/
3
/
2
1
ROCKY MOUNTAIN MECHANIC SHOP M.B.
TWEBB CONSTRUCTION LLC
RMSDBPIF21-411
FOUNDATION PLAN
170 WEST 2ND NORTH
REXBURGE, IDAHO 83440
...
...
...
...
...
...
....
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N
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1
3
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65
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7 92 10
P R O F E S S I O N A L ENG
I
N
E
E
R
S
T
ATE O F I D A H O
A
11/3/21
14134
D
VID B .P O R T E R
L I C E N SED
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
3
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1
ROCKY MOUNTAIN MECHANIC SHOP M.B.
TWEBB CONSTRUCTION LLC
RMSDBPIF21-411
DETAILS
170 WEST 2ND NORTH
REXBURGE, IDAHO 83440
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