HomeMy WebLinkAboutCONCRETE ENGINEERING - 19-00718 - Valleywide Coop - Commercial BuldingK
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P R O F E S S I O N A L ENG
I
N
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R
S
T
ATE O F I D A H O
A
12/5/19
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
1
.
0
1
2
/
5
/
1
9
NORTH POINTE METAL BUILDING
TETON WEST CONSTRUCTION
RMSDBPIF19-397
GSN-TYPICAL DETAILS
1109 SUMMERS DRIVE
REXBURG
IDAHO
...
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GENERAL STRUCTURAL NOTES(APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS)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: 2015 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = II2.VERTICAL LOAD: PER PRE-ENGINEERED BUILDING MANUFACTURER3.SEISMIC DESIGN PARAMETERS: PER PRE-ENGINEERED BUILDING MANUFACTURER4.WIND DESIGN PARAMETERS: PER PRE-ENGINEERED BUILDING MANUFACTURER REINFORCING
S
T
E
E
L
:
1.ASTM A615 GRADE 60 (FY = 60
K
S
I
)
D
E
F
O
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M
E
D
B
A
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F
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A
L
L
B
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#
4
A
N
D
L
A
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.
ASTM A615 GRADE 40 (FY = 40
K
S
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)
D
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3
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.
GRADE 60 DEFORMED BARS S
H
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B
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C
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,
ELEVATED SLABS AND COL
U
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F
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.
2.WELDING OF REINFORCING B
A
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7
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6
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BARS AND ONLY USING E90 S
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BE MADE ONLY AT LOCATION
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A
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.
3.REINFORCING BAR SPACING
G
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SPECIFICATIONS AND HANDB
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FOUNDATION. SECURELY TIE
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CONCRETE:2.ALL NORMAL WEIGHT CONCR
E
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CUBIC FOOT USING HARD-RO
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SHALL CONFORM TO ASTM C3
3
.
3.LAP SPLICES FOR BEAMS AN
D
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CHAPTER 12 OF ACI 318 OR L
A
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.
STAGGER SPLICES A MINIMU
M
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REINFORCING BARS ALLOWE
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STRUCTURAL ENGINEER. LAT
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BENT CORNER BARS TO MAT
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AND INTERSECTIONS PER TY
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SPLICED AT OR NEAR FLOOR
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.
4.ALL DIMENSIONS SHOWING T
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A
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"CLEAR" OR "CLR" ARE TO CE
N
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.
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NON-PRESTRESSED CONCRE
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A
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B
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:
5.MAXIMUM SLUMP FOR ALL CO
N
C
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S
H
A
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B
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6
"
.
P
O
R
T
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A
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D
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M
E
N
T
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A
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L
CONFORM TO ASTM C150. TY
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B
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F
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CONTACT WITH ALKALINE SOI
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,
A
N
D
T
Y
P
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I
I
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L
S
E
W
H
E
R
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.
6.NO MORE THAN 90 MINUTES S
H
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C
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CONCRETE PLACEMENT UNL
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A
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.
7.CONCRETE PLACEMENT AND
Q
U
A
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I
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S
H
A
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B
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C
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N
D
A
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I
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N
S
I
N
A
C
I
6
1
4
,
ACI 301 AND ACI 318. MECHAN
I
C
A
L
L
Y
V
I
B
R
A
T
E
A
L
L
C
O
N
C
R
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T
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W
H
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N
P
L
A
C
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D
,
EXCEPT THAT SLABS ON GRA
D
E
N
E
E
D
B
E
V
I
B
R
A
T
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D
O
N
L
Y
A
R
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N
D
A
N
D
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FLOOR DUCTS, ETC. CAST CL
O
S
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P
O
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,
W
H
E
R
E
S
H
O
W
N
O
N
P
L
A
N
S
A
R
O
U
N
D
COLUMNS AFTER COLUMN DE
A
D
L
O
A
D
I
S
A
P
P
L
I
E
D
.
R
E
M
O
V
E
A
L
L
D
E
B
R
I
S
F
R
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M
FORMS BEFORE PLACING CO
N
C
R
E
T
E
.
ALL ITEMS TO BE CAST IN CO
N
C
R
E
T
E
S
U
C
H
A
S
R
E
I
N
F
O
R
C
I
N
G
,
D
O
W
E
L
S
,
B
O
L
T
S
,
ANCHORS, PIPES, SLEEVES, E
T
C
.
,
S
H
A
L
L
B
E
S
E
C
U
R
E
L
Y
P
O
S
I
T
I
O
N
E
D
I
N
T
H
E
F
O
R
M
S
BEFORE PLACING THE CONC
R
E
T
E
.
8.ALL CONCRETE SLABS ON GR
A
D
E
S
H
A
L
L
B
E
D
I
V
I
D
E
D
I
N
T
O
A
R
E
A
S
B
Y
C
O
N
T
R
O
L
JOINTS (KEYED OR SAW CUT)
S
U
C
H
T
H
A
T
O
N
E
S
L
A
B
A
R
E
A
D
O
E
S
N
O
T
E
X
C
E
E
D
A
MAXIMUM LENGTH OF 24 TIME
S
T
H
E
S
L
A
B
T
H
I
C
K
N
E
S
S
I
N
B
O
T
H
D
I
R
E
C
T
I
O
N
S
(EXAMPLE: 4" SLAB = 8'-0" LEN
G
T
H
)
.
S
Q
U
A
R
E
L
A
Y
O
U
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S
A
R
E
P
R
E
F
E
R
R
E
D
,
B
U
T
T
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E
SLAB GEOMETRY MAY DICTAT
E
O
T
H
E
R
W
I
S
E
.
T
H
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R
A
T
I
O
O
F
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L
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H
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DISTANCE SHALL NOT EXCEE
D
1
.
3
.
I
T
I
S
R
E
C
O
M
M
E
N
D
E
D
T
H
A
T
S
A
W
C
U
T
S
B
E
M
A
D
E
WITHIN 16 HOURS OF CONCR
E
T
E
B
A
T
C
H
I
N
G
.
KEYED CONTROL JOINTS NEE
D
O
N
L
Y
O
C
C
U
R
A
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P
O
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D
E
D
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E
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D
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R
I
N
G
P
O
U
R
I
N
G
,
ALL OTHER JOINTS MAY BE S
A
W
C
U
T
.
9.HORIZONTAL PIPES AND ELE
C
T
R
I
C
A
L
C
O
N
D
U
I
T
S
S
H
A
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L
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10.FLY ASH MAY BE USED ONLY I
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AND SHALL BE LIMITED TO 18
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CONCRETE.11.COLD/HOT WEATHER CONCR
E
T
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C
O
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S
T
R
U
C
T
I
O
N
:
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.
12.CONCRETE MIXES SHALL BE
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13.LIMIT ALKALI-SILICA REACTIO
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I
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T
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CAST AGAINST EARTH (FOOTINGS
)
3
"
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3
8
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1
1
2
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1
4
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EXPOSED TO EARTH OR WEATHE
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-
#
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1
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GROUND ROOF SLAB
1
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STRUCTURAL SLABS AND WALLS
3
4
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1
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BEAMS AND COLUMNS (PRIMARY)
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TIES, STIRRUPS AND SPIRALS
1
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N
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A
FOUNDATION NOTES:1.IN LIEU OF A GEOTECHNICAL REPORT: THE FOUNDATION HAS BEEN DESIGNEDACCORDING TO THE RECOMMENDATIONS OF CHAPTER 18 OF THE IBC.2.THE SOIL DESIGN VALUES LISTED BELOW HAVE BEEN APPROVED BY THECITY/COUNTY BUILDING DEPARTMENT, CONTINGENT THAT THE SOIL ON THE SITEPREDOMINATELY CONSISTS OF SAND AND/OR GRAVEL.SPECIFIC SOIL CLASSIFICATIONS SHOULD BE ONE OF THE FOLLOWING: SANDYGRAVEL OR GRAVEL(GW OR GP), SAND(SW AND SP), SILTY SAND(SM), CLAYEYSAND(SC), SILTY GRAVEL(GM), OR CLAYEY GRAVEL(GC). THESE SOILCLASSIFICATIONS CAN BE FOUND IN TABLE 1806.2 OF CHAPTER 18 OF THE IBC.VERIFICATION OF SOIL CLASSIFICATION IS THE RESPONSIBILITY OF THECONTRACTOR.3.A ONE-THIRD INCREASE IN BEARING PRESSURES IS ALLOWED WITH SEISMIC ORWIND LOAD COMBINATIONS. LATERAL BEARING AND LATERAL SLIDING RESISTANCEMAY BE COMBINED.4.ALL FOUNDATIONS SHALL BEAR ON COMPACTED ENGINEERED FILL OR COMPETENTNATIVE SOIL SUBBASE COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR).GRADE IS DEFINED AS LOWEST ADJACENT GRADE WITHIN 5 FEET OF THE BUILDINGFOR PERIMETER FOOTINGS. WHERE EXTERIOR PAVING OR CONCRETE IS DIRECTLYADJACENT TO BUILDING, GRADE IS DEFINED AS TOP OF EXTERIOR PAVING AT LEAST5 FEET FROM BUILDING. CONCRETE FOOTING EXCAVATIONS SHALL BE CLEAN ANDFREE OF LOOSE DEBRIS OR UN-COMPACTED MATERIAL AT TIME OF CONCRETEPLACEMENT.5.CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON A 4 INCH (MIN) LAYER OFFREE-DRAINING GRANULAR MAT (DRAINAGE FILL COURSE). THE MAT SHOULDCONSIST OF A WELL GRADED SAND AND GRAVEL MIXTURE WITH MAXIMUM 3/4-INCHCRUSHED AGGREGATE. THE GRANULAR MAT SHOULD BE COMPACTED TO NO LESSTHAN 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D15576.BACKFILL AGAINST RESTRAINED WALLS SHALL NOT BE PLACED UNTIL AFTER THEWALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS ANDCONCRETE OR GROUT STRENGTH HAS REACHED THE 28 DAY STRENGTH LISTEDBELOW.THE SOIL DESIGN VALUES FOR THE FOUNDATION ARE:ALLOWABLE BEARING PRESSURE1500 PSFALLOWABLE LATERAL BEARING PRESSURE150 PSF/FTALLOWABLE LATERAL SLIDING COEFFICIENT0.25FOUNDATION BEARING DEPTH36" BELOW FINISHED GRADE
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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
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
2
/
5
/
1
9
NORTH POINTE METAL BUILDING
TETON WEST CONSTRUCTION
RMSDBPIF19-397
FOUNDATION PLAN
1109 SUMMERS DRIVE
REXBURG
IDAHO
...
...
...
...
...
...
....
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PLAN
P R O F E S S I O N A L ENG
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E
E
R
S
T
ATE O F I D A H O
A
12/5/19
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
.
0
1
2
/
5
/
1
9
NORTH POINTE METAL BUILDING
TETON WEST CONSTRUCTION
RMSDBPIF19-397
FOUNDATION DETAILS
1109 SUMMERS DRIVE
REXBURG
IDAHO
...
...
...
...
...
...
....