HomeMy WebLinkAboutSTRUCTURAL PLANS - 23-00435 - Precision Precast - New Commercial BldgG
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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 CATEGORYDMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.142, SS = 0.370DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.219, SDS = 0.371PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.0585. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE40 PSFNET UPLIFT ON ROOF20 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOFGROUND = 50 PSFROOF = 35 PSF16 PSFFLOOROFFICE = 50 PSFPARTITION = 15 PSF15 PSFSTAIRS100 PSF25 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSES/JOISTSL/360L/240FLOOR TRUSSES/JOISTSL/360L/240BEAMSL/360L/240 FOUNDATION N
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1.IN LIEU OF A GEOTECHNICAL
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CONTRACTOR.3.A ONE-THIRD INCREASE IN BE
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11697
P R O F E S S I O N A L ENG
I
N
E
E
R
R E G I S T ERE
D
S
T
ATE O F I D A H O
M
A
R
KEL L B A T E M A N
7/7/23
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
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N
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R
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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@froststructural.com
S
1
.
0
7
/
7
/
2
3
PRECISION PRECAST OFFICE SPACE
R2M BUILDERS
MJSCJBIF23-277
GENERAL STRUCTURAL NOTES
THORNTON, IDAHO
.
.
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T11ELEVATION - TYPICAL 2-STORY SHEARWALL NO SCALE KEYNOTES:1.SHEATHING MATERIAL2.DOUBLE STUDS AT EACH END OFSHEARWALL, EDGE NAIL ALONGDOUBLE STUDS3.FULL HEIGHT WOOD STUDS4.2ND FLOOR LINE5.SIMPSON STRAP TYPE HOLDOWN6.MIDHEIGHT BLOCKING AND EDGENAILING REQUIRED AT PLYWOODSHEET EDGES7.SIMPSON HD TYPE HOLDOWN8.1ST FLOOR LINE9.BOTTOM PLATE ATTACHMENT10.CONT 2x PT SOLE PLATE11.SOLE PLATE ATTACHMENT 132511768549310KEYNOTES:1.SOLID BLOCKING TO BE TIGHTAGAINST PLYWOOD2.PREFAB WOOD TRUSS OR WOODJOIST3.TOP OF WOOD PLATE OR BEAM ASOCCURS4.PLYWOOD SHEATHING5.EDGE NAILINGNOTE:A.FOR CONSTRUCTION BELOWBLOCKING, SEE PLAN AND DETAILS.BLOCKING IS CONTINUOUSB.INDIVIDUAL SHEAR BLOCKS MAY BEOMITTED EVERY 5TH BLOCK X2"2.5"12" OR LARGER 3"3"XX2XXSOLID 2x BLOCKINGWITH FIELD CUT VENTILATION VENTILATION OPENINGSTYPICAL SOLID BLOCKINGDEPTHTYPICAL SOLID BLOCKINGWITH PREFAB VENTILATION XT12ELEVATION - TYPICAL SOLID BLOCKING NO SCALE 4523154231554231DEPTH6"8"10"KEYNOTES:1.NAILS BETWEEN SPLICE LOCATIONPER SCHEDULE - STAGGERED2.DBL 2x TOP PLATE3.WOOD STUD WALL, SEE PLAN4.SPLICE OVER STUD5.SIMPSON ST6224 OR MSTC40 STRAPAT LOCATIONS WHERE PLATES CANNOT BE SPLICEDNOTE:A.DO NOT SPLICE TOP PLATES WITHIN6'-0" OF ENDS OF PLYWOODSHEARWALLS. THIS DETAILREQUIRED AT ALL EXTERIOR WALLSAND OVER SHEARWALLS - NOTREQUIRED AT INTERIORNON-SHEARWALLS.(30) 16d(24) 16dLESS THAN 20'OVER 20'4'-0"6'-0"LENGTH OF WALL(BETWEEN CORNERS)SPLICE LENGTH NAILS ALONGSPLICE LENGTHMINIMUM SPLICE LENGTH PER SCHEDULET13ELEVATION - TYPICAL TOP PLATE SPLICE NO SCALE 4513232
11697
P 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.
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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
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PRECISION PRECAST OFFICE SPACE
R2M BUILDERS
MJSCJBIF23-277
TYPICAL DETAILS
THORNTON, IDAHO
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11697
P R O F E S S I O N A L ENG
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R E G I S T ERE
D
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ATE O F I D A H O
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KEL L B A T E M A N
7/7/23
PROJECT MANAGER:CAD OPERATOR:
D
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:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
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@froststructural.com
S
1
.
2
7
/
7
/
2
3
PRECISION PRECAST OFFICE SPACE
R2M BUILDERS
MJSCJBIF23-277
TYPICAL DETAILS
THORNTON, IDAHO
.
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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@froststructural.com
S
2
.
0
7
/
7
/
2
3
PRECISION PRECAST OFFICE SPACE
R2M BUILDERS
MJSCJBIF23-277
FOUNDATION PLAN
THORNTON, IDAHO
.
.
...
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PROJECT MANAGER:CAD OPERATOR:
D
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:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
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@froststructural.com
S
2
.
1
7
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PRECISION PRECAST OFFICE SPACE
R2M BUILDERS
MJSCJBIF23-277
FLOOR FRAMING PLAN
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PROJECT MANAGER:CAD OPERATOR:
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JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
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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@froststructural.com
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11697
P R O F E S S I O N A L ENG
I
N
E
E
R
R E G I S T ERE
D
S
T
ATE O F I D A H O
M
A
R
KEL L B A T E M A N
7/7/23
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@froststructural.com
S
3
.
0
7
/
7
/
2
3
PRECISION PRECAST OFFICE SPACE
R2M BUILDERS
MJSCJBIF23-277
FOUNDATION DETAILS
THORNTON, IDAHO
.
.
...
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8
7
11697
P R O F E S S I O N A L ENG
I
N
E
E
R
R E G I S T ERE
D
S
T
ATE O F I D A H O
M
A
R
KEL L B A T E M A N
7/7/23
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@froststructural.com
S
4
.
0
7
/
7
/
2
3
PRECISION PRECAST OFFICE SPACE
R2M BUILDERS
MJSCJBIF23-277
FLOOR FRAMING DETAILS
THORNTON, IDAHO
.
.
...
...
...
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11697
P R O F E S S I O N A L ENG
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R E G I S T ERE
D
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ATE O F I D A H O
M
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KEL L B A T E M A N
7/7/23
PROJECT MANAGER:CAD OPERATOR:
D
A
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E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
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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@froststructural.com
S
5
.
0
7
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7
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3
PRECISION PRECAST OFFICE SPACE
R2M BUILDERS
MJSCJBIF23-277
ROOF FRAMING DETAILS
THORNTON, IDAHO
.
.
...
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