HomeMy WebLinkAboutPLANS - 21-00375 - Teton Lakes Golf Course - DeckP R O F E S S I O NAL ENGI
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TATE OF I D A H O
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5/18/21
14134
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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 NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BYREPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEYNECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY ANEXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKINGKNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOTEVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ONTHESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRYACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOTEXPLICITLY 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 = II4. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTORIe = 1.00SITE CLASSDSEISMIC DESIGN CATEGORYCMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.141, SS = 0.357DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.218, SDS = 0.360PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:INVERTED PENDULUM STEELCOMLUMN(S)R = 1.25, CS = 0.2885. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADDECK100 PSF65 PSFSTAIRS100 PSF40 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADFLOOR TRUSSES/JOISTSL/360L/240BEAMSL/360L/240 FOUNDATION N
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1.IN LIEU OF A GEOTECHNICAL
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2.THE SOIL DESIGN VALUES LIS
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SPECIFIC SOIL CLASSIFICATIO
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VERIFICATION OF SOIL CLASS
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CONTRACTOR.3.A ONE-THIRD INCREASE IN BE
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WIND LOAD COMBINATIONS. L
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NATIVE SOIL SUBBASE COMP
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PLACEMENT.5.CONCRETE SLABS ON GRADE
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A
S
T
M
A
9
9
2
(
F
Y
=
5
0
K
S
I
)
.
A
L
L
OTHER STRUCTURAL STEEL S
H
A
P
E
S
,
R
O
L
L
E
D
S
E
C
T
I
O
N
S
,
B
A
R
S
A
N
D
P
L
A
T
E
S
S
H
A
L
L
CONFORM TO ASTM A36 (FY =
3
6
K
S
I
)
.
A
L
L
P
I
P
E
S
T
E
E
L
S
H
A
L
L
B
E
A
S
T
M
A
5
0
1
(
F
Y
=
3
6
KSI) OR ASTM A53, TYPE E OR
S
,
G
R
A
D
E
B
(
F
Y
=
3
5
K
S
I
)
.
A
L
L
T
U
B
U
L
A
R
S
T
E
E
L
S
H
A
L
L
BE ASTM A500 (FY = 46 KSI).2.ALL BOLTS AND STUDS SHALL
B
E
A
S
T
M
A
3
0
7
,
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
A
L
L
EXPANSION BOLTS TO HAVE
C
U
R
R
E
N
T
I
C
C
R
E
P
O
R
T
R
A
T
I
N
G
F
O
R
M
A
T
E
R
I
A
L
I
N
T
O
WHICH INSTALLATION TAKES
P
L
A
C
E
.
H
E
A
D
E
D
S
T
U
D
S
S
H
A
L
L
C
O
N
F
O
R
M
T
O
A
L
L
REQUIREMENTS OF THE LATE
S
T
E
D
I
T
I
O
N
O
F
T
H
E
"
R
E
C
O
M
M
E
N
D
E
D
P
R
A
C
T
I
C
E
S
F
O
R
STUD WELDING" AND THE "ST
R
U
C
T
U
R
A
L
W
E
L
D
I
N
G
C
O
D
E
"
P
U
B
L
I
S
H
E
D
B
Y
A
W
S
.
A
L
L
BOLTS, ANCHOR BOLTS, EXPA
N
S
I
O
N
B
O
L
T
S
,
E
T
C
.
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
W
I
T
H
S
T
E
E
L
WASHERS AT FACE OF WOOD
O
R
A
T
S
L
O
T
T
E
D
H
O
L
E
S
I
N
S
T
E
E
L
S
E
C
T
I
O
N
S
.
3.ALL STRUCTURAL AND MISCE
L
L
A
N
E
O
U
S
S
T
E
E
L
S
H
A
L
L
B
E
F
A
B
R
I
C
A
T
E
D
A
N
D
E
R
E
C
T
E
D
IN ACCORDANCE WITH AISC S
P
E
C
I
F
I
C
A
T
I
O
N
S
F
O
R
T
H
E
D
E
S
I
G
N
,
F
A
B
R
I
C
A
T
I
O
N
A
N
D
ERECTION OF STRUCTURAL S
T
E
E
L
F
O
R
B
U
I
L
D
I
N
G
S
,
L
A
T
E
S
T
E
D
I
T
I
O
N
.
4.WELDING SHALL BE BY WELD
E
R
S
H
O
L
D
I
N
G
V
A
L
I
D
C
E
R
T
I
F
I
C
A
T
E
S
A
N
D
H
A
V
I
N
G
CURRENT EXPERIENCE IN TH
E
T
Y
P
E
O
F
W
E
L
D
S
H
O
W
N
O
N
T
H
E
D
R
A
W
I
N
G
S
O
R
N
O
T
E
S
.
ALL WELDING SHALL USE E70
S
E
R
I
E
S
L
O
W
H
Y
D
R
O
G
E
N
R
O
D
S
U
N
L
E
S
S
N
O
T
E
D
OTHERWISE. ALL WELDING PE
R
L
A
T
E
S
T
A
M
E
R
I
C
A
N
W
E
L
D
I
N
G
S
O
C
I
E
T
Y
S
T
A
N
D
A
R
D
S
.
ALL WELDS ON DRAWINGS AR
E
S
H
O
W
N
A
S
S
H
O
P
W
E
L
D
S
.
C
O
N
T
R
A
C
T
O
R
M
A
Y
S
H
O
P
WELD OR FIELD WELD AT HIS
D
I
S
C
R
E
T
I
O
N
.
A
L
L
F
U
L
L
P
E
N
E
T
R
A
T
I
O
N
W
E
L
D
S
S
H
A
L
L
B
E
TESTED AND CERTIFIED BY A
N
I
N
D
E
P
E
N
D
E
N
T
T
E
S
T
I
N
G
L
A
B
O
R
A
T
O
R
Y
.
5.STEEL TO STEEL BOLTED CO
N
N
E
C
T
I
O
N
S
:
H
I
G
H
S
T
R
E
N
G
T
H
B
O
L
T
S
S
H
A
L
L
B
E
A
S
T
M
A325N AND SHALL BE INSTALL
E
D
A
S
B
E
A
R
I
N
G
-
T
Y
P
E
C
O
N
N
E
C
T
I
O
N
S
W
I
T
H
T
H
R
E
A
D
S
INCLUDED IN SHEAR PLANE (T
Y
P
E
"
N
"
C
O
N
N
E
C
T
I
O
N
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
)
.
BOLTS MAY BE TIGHTENED U
S
I
N
G
A
N
Y
A
I
S
C
A
P
P
R
O
V
E
D
M
E
T
H
O
D
.
6.DRYPACK SHALL BE 5,000 PSI
F
I
V
E
S
T
A
R
N
O
N
-
S
H
R
I
N
K
G
R
O
U
T
O
R
E
Q
U
I
V
A
L
E
N
T
.
INSTALL DRYPACK UNDER BE
A
R
I
N
G
P
L
A
T
E
S
B
E
F
O
R
E
F
R
A
M
I
N
G
M
E
M
B
E
R
I
S
INSTALLED. AT COLUMNS, INS
T
A
L
L
D
R
Y
P
A
C
K
U
N
D
E
R
B
A
S
E
P
L
A
T
E
S
A
F
T
E
R
C
O
L
U
M
N
HAS BEEN PLUMBED BUT PRI
O
R
T
O
F
L
O
O
R
O
R
R
O
O
F
I
N
S
T
A
L
L
A
T
I
O
N
.
S
T
E
E
L
D
E
C
K
I
N
G
:
1
.
P
R
O
T
E
C
T
S
T
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E
L
D
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C
K
F
R
O
M
C
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R
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I
O
N
,
D
E
F
O
R
M
A
T
I
O
N
,
A
N
D
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T
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D
A
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D
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R
Y
,
S
T
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R
A
G
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A
N
D
H
A
N
D
L
I
N
G
.
I
F
G
R
O
U
N
D
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T
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A
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I
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E
E
D
E
D
,
T
H
E
D
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C
K
B
U
N
D
L
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M
U
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T
B
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T
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R
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D
O
F
F
T
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G
R
O
U
N
D
,
W
I
T
H
O
N
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E
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D
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L
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V
A
T
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.
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U
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P
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.
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P
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,
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,
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,
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I
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,
A
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2
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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
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N
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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
.
0
5
/
1
8
/
2
1
TETON LAKES DECK
CITY OF REXBURG
DE/GTCDPIF21-209
GENERAL STRUCTURAL NOTES
722 N 12TH WEST
.
REXBURG, ID 83440
...
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P R O F E S S I O NAL ENGI
N
E
E
R
S
TATE OF I D A H O
A
5/18/21
14134
D
VID B .P O R T E R
L I C ENSEDPROJECT 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
1
.
1
5
/
1
8
/
2
1
TETON LAKES DECK
CITY OF REXBURG
DE/GTCDPIF21-209
TYPICAL DETAILS
722 N 12TH WEST
.
REXBURG, ID 83440
...
...
...
...
...
...
....
2
1
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TYP 102
T
Y
P
1
0
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T
Y
P
1
0
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T
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C
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1
/
4
"
=
1
'
-
0
"
P R O F E S S I O NAL ENGI
N
E
E
R
S
TATE OF I D A H O
A
5/18/21
14134
D
VID B .P O R T E R
L I C ENSEDPROJECT 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
5
/
1
8
/
2
1
TETON LAKES DECK
CITY OF REXBURG
DE/GTCDPIF21-209
FOUNDATION PLAN
722 N 12TH WEST
.
REXBURG, ID 83440
...
...
...
...
...
...
....
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P R O F E S S I O NAL ENGI
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TATE OF I D A H O
A
5/18/21
14134
D
VID B .P O R T E R
L I C ENSEDPROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
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4
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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
S
2
.
1
5
/
1
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1
TETON LAKES DECK
CITY OF REXBURG
DE/GTCDPIF21-209
FLOOR FRAMING PLAN
722 N 12TH WEST
.
REXBURG, ID 83440
...
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0
P R O F E S S I O NAL ENGI
N
E
E
R
S
TATE OF I D A H O
A
5/18/21
14134
D
VID B .P O R T E R
L I C ENSEDPROJECT 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
.
0
5
/
1
8
/
2
1
TETON LAKES DECK
CITY OF REXBURG
DE/GTCDPIF21-209
DETAILS
722 N 12TH WEST
.
REXBURG, ID 83440
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