HomeMy WebLinkAboutAPPROVED ENGINEERED PLANS - 21-00685 - 1143 Castle Pines Rd - New SFRAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Description : 1143 Castle Pines Rd - New SFR
Address :
Record Type : New Single Family Residence
Document Filename : ENGINEERED PLANS - 21-00685 - 1143 Castle Pines Rd - New SFR.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 21-00685
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
S1.0 Stamp Larry Beesley : Building Open 1 Approved - Building Inspector
S2.0 FLOOR
FRAMING PLAN-
S2.1 FLOOR
FRAMING PLAN
Stamp Larry Beesley : Building Open 2 Approved - Building Inspector
S2.1 Stamp Larry Beesley : Building Open 3 Approved - Building Inspector
New Single Family Residence
Follow the Structural drawing and Calculations for the garage.
Approval of plans does not constitute approval of variance from code
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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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TJWBFBIF21-397
GENERAL STRUCTURAL NOTES
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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.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 = 0.141, SS = 0.359 DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.218, SDS = 0.362 PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.056 5. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE30.9 PSFNET UPLIFT ON ROOF21.7 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF35 PSF16 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSESL/360L/240BEAMSL/360L/240 WOOD:1.GENERAL: DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDSWITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THEARCHITECT. DOUBLE UP JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2"(NOMINAL) SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. UNLESS NOTEDOTHERWISE ON PLANS/DETAILS PROVIDE 2x SOLID BLOCKING AT MID-HEIGHT OFBEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO IBC TAB
L
E
2304.10.1. JOIST HANGERS AND OTHER MISC. FRAMING ANCHORS SHALL BE SIMPS
O
N
STRONG-TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT ICC-ESAPPROVAL.2.SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF T
H
E
GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR T
H
E
WEST COAST LUMBER INSPECTION BUREAU (WCLIB). ALL SAWN LUMBER SHALL BESTAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY.SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADE UNLESS NOTEDOTHERWISE IN SCHEDULES:USE:MATERIAL:2x4 STUDSDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)2x6 STUDSDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)JOISTS, TOP PLATES AND ALL OTHERSAWN LUMBERDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)BEAMS AND POSTSDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)LOCATION:NOMINALTHICKNESS:SPANINDEXRATING:EDGEATTACHMENT:FIELDATTACHMENT:WALL716" OR 12"24168d AT 6" O.C.8d AT 12" O.C.ROOF716" OR 12"24168d AT 6" O.C.8d AT 12" O.C.ROOF1532" OR 12"32168d AT 6" O.C.8d AT 12" O.C.ROOF1932" OR 58"402010d AT 6" O.C.10d AT 12" O.C.ROOF2332" OR 34"482410d AT 6" O.C.10d AT 12" O.C.ROOF78"603210d AT 6" O.C.10d AT 12" O.C.FLOOR34" T&G482410d AT 6" O.C. OR#8 SCREWS AT 6" O.C.10d AT 6" O.C. OR#8 SCREWS AT 12" O.
C
.
FLOOR78" T&G603210d AT 6" O.C. OR#8 SCREWS AT 6" O.C.10d AT 6" O.C. OR#8 SCREWS AT 12" O.
C
.
FLOOR118" T&G604810d AT 6" O.C. OR#8 SCREWS AT 6" O.C.10d AT 6" O.C. OR#8 SCREWS AT 12" O.
C
.
3.PLYWOOD: ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING CONFORMING TOSTANDARD PS 1-95. LAY UP PLYWOOD WITH FACE GRAIN IN PERPENDICULAR TOSUPPORTS (ON ROOFS WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL
T
O
SUPPORTS, USE A MINIMUM OF 5-PLY PLYWOOD, STAGGER JOINTS). ALL NAILING,COMMON NAILS. BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. ALLPLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SPAN/INDEX RATIN
G
AND SHALL BE NAILED AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS:DEFERRED SUBMITTAL ITEMS:PREFABRICATED WOOD ROOF TRUSSES SCREWS AT FLOOR SHEATHING SHALL BE #8 SCREWS AND SHALL PENETRATE ATLEAST 112" INTO THE SUPPORTING MEMBER. ALL FLOOR SHEATHING SHALL BE GLU
E
D
TO SUPPORTING MEMBERS WITH AN APA AFG-01 QUALIFIED GLUE.PLYWOOD ALTERNATE: AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATEDSHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVALOF OWNER, ARCHITECT AND ROOFER. IT MAY NOT BE USED ON ROOFS WHEREBUILT-UP ROOF SYSTEM IS TO BE GUARANTEED BY ROOFER. RATED SHEATHINGSHALL COMPLY WITH CURRENT ICC-ES REPORTS AND SHALL HAVE A SPAN RATINGEQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT ANDTHICKNESS (WITHIN 132") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES.INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
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TWEBB CONSTRUCTION
WELLS RESIDENCE
PINE BROOK ESTATES SUBDIVISION
DIV. NO. 2, BLOCK NO. 4, LOT NO. 14
MADISON COUNTY, IDAHO
THESE CALCULATIONS AND ASSOCIATED PLANS ARE BEING PROVIDED TO ADDRESS ELEMENTS OF THE STRUCTURAL SYSTEMS THAT DO NOT CONFORM TO THE PRESCRIPTIVE METHODS OF THE INTERNATIONAL RESIDENTIAL CODE (IRC). WE HAVE NOT REVIEWED THE DRAWINGS FOR COMPLIANCE WITH THE IRC. THE INFORMATION REGARDING ELEMENTS THAT DO NOT CONFORM TO THE IRC HAS BEEN GIVEN TO US BY OTHERS. AS ALLOWED BY THE IRC SECTION R301.1, WE HAVE ONLY ADDRESSED THE SPECIFICALLY REQUESTED ELEMENTS. THESE ELEMENTS ARE: THESE ELEMENTS ARE: 1. GRAVITY AND LATERAL SHEARWALL DESIGN OF THE GARAGE.llsation Walls
10/19/2021
1
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PROJECT MANAGER:CAD OPERATOR:
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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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C
TWEBB CONSTRUCTION
WELLS RESIDENCE
PINE BROOK ESTATES SUBDIVISION
DIV. NO. 2, BLOCK NO. 4, LOT NO. 14
MADISON COUNTY, IDAHO
(
2
)
2
x
6
T
S
,
(
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x
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,
(
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x
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(
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x
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,
(
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x
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K
S
(
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x
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,
(
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)
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x
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K
S
A
10/19/2021
1
0
/
1
9
/
2
0
2
1
PROJECT MANAGER:CAD OPERATOR:JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
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N
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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
.
1
TJWBFBIF21-397
ROOF FRAMING PLAN
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THESE CALCULATIONS AND ASSOCIATED PLANS ARE BEING PROVIDED TO ADDRESS ELEMENTS OF THE STRUCTURAL SYSTEMS THAT DO NOT CONFORM TO THE PRESCRIPTIVE METHODS OF THE INTERNATIONAL RESIDENTIAL CODE (IRC). WE HAVE NOT REVIEWED THE DRAWINGS FOR COMPLIANCE WITH THE IRC. THE INFORMATION REGARDING ELEMENTS THAT DO NOT CONFORM TO THE IRC HAS BEEN GIVEN TO US BY OTHERS. AS ALLOWED BY THE IRC SECTION R301.1, WE HAVE ONLY ADDRESSED THE SPECIFICALLY REQUESTED ELEMENTS. THESE ELEMENTS ARE: THESE ELEMENTS ARE: 1. GRAVITY AND LATERAL SHEARWALL DESIGN OF THE GARAGE.llsation WallsNOT I
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