HomeMy WebLinkAboutPLANS ENGINEERED - M19-00128 - Leishman - 3509 Henry's Fork Way - New SFRG
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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: 2015 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 = 0.157, SS = 0.447DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.228, SDS = 0.430PERCENT SNOW INCLUDED WITHSEISMIC LOADS20%VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.0695. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE38.0 PSFNET UPLIFT ON ROOF21.3 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF30 PSF15 PSFFLOOR50 PSF20 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSES/JOISTSL/360L/240FLOOR TRUSSES/JOISTSL/720L/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 AL ENGI
N
E
E
R
R E G I STERE
D
S
TATE OF I D A H O
M
A
RKELL B A T E M A N
10/18/19
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
0
/
1
8
/
1
9
LEISHAMAN RESIDENCE
ALLEN DESIGN
CBMTBIF19-350
GENERAL STRUCTURAL NOTES
TYSON LEISHMAN
REXBURG, ID
.
...
...
...
...
...
...
....
x
10/18/2019
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JOISTCONNECTION2x42x62x8LARGER2x10ORSIMPSON A34 SIMPSON HANGER OR3-16d NAILS OR4-16d NAILS OR SIMPSONHANGER OR SIMPSON A342 - 16d NAILS SIMPSON HANGER ORSIMPSON A35 ANDSIMPSON HANGERT9TYPICAL SIMPLE FRAMING AT WOOD
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KEYNOTES:1.EDGE NAILING2.PREFAB WOOD TRUSS, TRUSSMANUFACTURER SHALL PROVIDEVERTICAL WEB TO MATCHLOCATION OF SHEAR PANEL3.716" PLYWOOD SHEAR PANEL WITH8d AT 6" O.C. AT PANEL EDGES AND8d AT 12" O.C. AT INTERMEDIATESUPPORTS4.PLYWOOD SHEATHING AS OCCURS5.2x4 AT 4-SIDES6.TOP OF WOOD PLATE OR BEAM ASOCCURS7.PREFAB BLOCKING PER TRUSSMANUFACTURER, IN-PLANE SHEARCAPACITY TO BE 200#NOTE:A.FOR CONSTRUCTION BELOWPANEL, SEE PLAN AND DETAILS.BLOCKING IS CONTINUOUSB.INDIVIDUAL SHEAR PANEL BLOCKSMAY BE PENETRATED OR OMITTEDFOR PASSAGE OF HVAC DUCTS PLYWOOD SHEAR PANELALTERNATE PREFAB BLOCKINGT11ELEVATION - TYPICAL PLYWOOD SHEAR PANEL BLOCKINGTD23NO SCALE 411335524211726KEYNOTES: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 SCHEDULET12ELEVATION - TYPICAL TOP PLATE SPLICETD24NO SCALE 45132322634152174213418AT BEAM AT MID WALL AT TOP PLATET13TYPICAL BEAM POCKETTD26NO SCALE 2 14AT CORNER 109 KEYNOTES:1.WOOD BEAM2.(2) 16d NAILS AT 6" O.C.3.KING STUD EACH SIDE OF BEAM4.SOLID BUILT-UP POST BELOW BEAM5.STRAP BROKEN TOP PLATE ON SIDEOR TOP6.CONT DBL 2x TOP PLATE W/ LAPSPLICE PER TYPICAL DETAIL7.FULL-HEIGHT KING STUD EACH SIDEOF BEAM8.HGA10 CLIP EACH SIDE9.FULL-HEIGHT KING STUD AT END OFBEAM10.FULL-HEIGHT KING STUD, OPPOSITESIDE OF THE BEAM
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
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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
1
.
1
1
0
/
1
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9
LEISHAMAN RESIDENCE
ALLEN DESIGN
CBMTBIF19-350
TYPICAL DETAILS
TYSON LEISHMAN
.
.
...
...
...
...
...
...
....
x
10/18/2019
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PROJECT MANAGER:CAD OPERATOR:
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JOB NO.:
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CLIENT:
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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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LEISHAMAN RESIDENCE
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CBMTBIF19-350
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TYSON LEISHMAN
.
.
...
...
...
...
...
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10/18/2019
PRELIMINARY
NOT FOR
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P R O F E S S I O NAL ENGI
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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
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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
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0
1
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9
LEISHAMAN RESIDENCE
ALLEN DESIGN
CBMTBIF19-350
FOUNDATION AND MAIN FLOOR FRAMING PLAN
TYSON LEISHMAN
.
.
...
...
...
...
...
...
....
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x
10/18/2019
P
4
PRELIMINARY
NOT FOR
CONSTRUCTION
11697
P R O F E S S I O NAL ENGI
N
E
E
R
R E G I STERED
S
TATE OF I D A H O
M
A
RKELL B A T E M A N
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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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
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PRELIMINARY
NOT FOR
CONSTRUCTION
11697
P R O F E S S I O NAL ENGI
N
E
E
R
R E G I STERED
S
TATE OF I D A H O
M
A
RKELL B A T E M A N
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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.
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
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KEYNOTES:1.WOOD STUD WALL, SEE PLAN2.CONT 2x BOTTOM PLATE, ATTACHPER SHEARWALL SCHEDULE3.BOUNDARY NAILING, SEE PLAN4.PROVIDE SOLID BLOCKING ATHOLDOWN LOCATIONS, SEE PLAN5.FLOOR SHEATHING, SEE PLAN6.WOOD JOIST, SEE PLAN7.CONT DBL 2x TOP PLATE W/ LAPSPLICE, SEE TYPICAL DETAIL8.CONT 2x PT SOLE PLATE W/ANCHOR BOLTS, SEE SHEARWALLSCHEDULE9.CONCRETE FOOTING, SEE PLAN10.SIDEWALK, PAVEMENT, OR FINISHGRADE PER ARCH11.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN12.EDGE NAILING, SEE SHEARWALLSCHEDULE13.WALL SHEATHING AS OCCURS, SEEPLAN14.SIMPSON CNW COUPLER NUT,MATCH ANCHOR DIAMETER15.ASTM A36 ALL-THREAD, MATCHANCHOR DIAMETER16.HOLDOWN, ATTACH PER SIMPSON,SEE PLAN17.THICKEN FOOTING FOR REQUIREDANCHOR BOLT EMBEDMENT 1312512361798101312121614154110WOOD JOIST AT FOUNDATIONCW_FJCP116NO SCALE 11 17
11697
P R O F E S S I O N AL ENGI
N
E
E
R
R E G I STERE
D
S
TATE OF I D A H O
M
A
RKELL B A T E M A N
10/18/19
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
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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
3
.
0
1
0
/
1
8
/
1
9
LEISHAMAN RESIDENCE
ALLEN DESIGN
CBMTBIF19-350
FOUNDATION DETAILS
TYSON LEISHMAN
REXBURG, ID
.
...
...
...
...
...
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....
x
10/18/2019
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11697
P R O F E S S I O N AL ENGI
N
E
E
R
R E G I STERE
D
S
TATE OF I D A H O
M
A
RKELL B A T E M A N
10/18/19
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
4
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0
1
0
/
1
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/
1
9
LEISHAMAN RESIDENCE
ALLEN DESIGN
CBMTBIF19-350
FRAMING DETAILS
TYSON LEISHMAN
REXBURG, ID
.
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10/18/2019