HomeMy WebLinkAboutPLANS REVISED - 20-00735 - Teton River Flats Community Housing - 4Plex - A1JRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITED
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9
3
P R O F E S S I O NAL ENGI
N
E
E
R
S
TATE OF I D A H O
A
6/26/20
14134
D
VID B .P O R T E R
L I C ENSED
M
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A
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/
D
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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: 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 = 0.156, SS = 0.442DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.226, SDS = 0.426PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.0665. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE37.4 PSFNET UPLIFT ON ROOF10.1 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF35 PSF18 PSFFLOOR40 PSF25 PSFSTAIRS100 PSF40 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSES/JOISTSL/360L/240FLOOR TRUSSES/JOISTSL/600L/240BEAMSL/360L/240 FOUNDATION NOTES:1.IN LIEU OF A GEOTECHNICAL REPORT: THE F
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B
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ACCORDING TO THE RECOMMENDATIONS OF
C
H
A
P
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R
1
8
O
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H
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I
B
C
.
2.THE SOIL DESIGN VALUES LISTED BELOW HA
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N
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B
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CITY/COUNTY BUILDING DEPARTMENT, CONTI
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PREDOMINATELY CONSISTS OF SAND AND/OR
G
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.
SPECIFIC SOIL CLASSIFICATIONS SHOULD BE
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:
S
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GRAVEL OR GRAVEL(GW OR GP), SAND(SW A
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P
)
,
S
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S
A
N
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(
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SAND(SC), SILTY GRAVEL(GM), OR CLAYEY GR
A
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L
(
G
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.
T
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E
S
O
I
L
CLASSIFICATIONS CAN BE FOUND IN TABLE 18
0
6
.
2
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A
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R
1
8
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.
VERIFICATION OF SOIL CLASSIFICATION IS TH
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CONTRACTOR.3.A ONE-THIRD INCREASE IN BEARING PRESSU
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S
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A
L
L
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W
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I
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WIND LOAD COMBINATIONS. LATERAL BEARIN
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MAY BE COMBINED.4.ALL FOUNDATIONS SHALL BEAR ON COMPAC
T
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R
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D
F
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L
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NATIVE SOIL SUBBASE COMPACTED TO 95% D
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D
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(
S
T
A
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A
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.
GRADE IS DEFINED AS LOWEST ADJACENT G
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5
F
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FOR PERIMETER FOOTINGS. WHERE EXTERIO
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ADJACENT TO BUILDING, GRADE IS DEFINED
A
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5 FEET FROM BUILDING. CONCRETE FOOTING
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FREE OF LOOSE DEBRIS OR UN-COMPACTED
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PLACEMENT.5.CONCRETE SLABS ON GRADE SHALL BE SUPP
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4
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(
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FREE-DRAINING GRANULAR MAT (DRAINAGE F
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.
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CONSIST OF A WELL GRADED SAND AND GRA
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-
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CRUSHED AGGREGATE. THE GRANULAR MAT
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THAN 95% OF THE MAXIMUM DRY DENSITY AS
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.
6.BACKFILL AGAINST RESTRAINED WALLS SHAL
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A
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WALLS ARE SUPPORTED BY THE COMPLETIO
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CONCRETE OR GROUT STRENGTH HAS REAC
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BELOW.THE SOIL DESIGN VALUES FOR THE FOUNDATION A
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:
ALLOWABLE BEARING PRESSURE
1
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ALLOWABLE LATERAL BEARING PRESSURE
1
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ALLOWABLE LATERAL SLIDING COEFFICIENT
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.
2
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FOUNDATION BEAR
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36" BELOW FINISHE
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BE ASTM A500 (FY = 46 KSI).2.ALL BOLTS AND STUDS SHALL BE ASTM A307,
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REQUIREMENTS OF THE LATEST EDITION OF
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3.ALL STRUCTURAL AND MISCELLANEOUS STE
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4.WELDING SHALL BE BY WELDERS HOLDING V
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ALL WELDING SHALL USE E70 SERIES LOW HY
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5.STEEL TO STEEL BOLTED CONNECTIONS: HIG
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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
6/26/20
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JRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITED
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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
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14134
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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
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6/26/20
14134
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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
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14134
D
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JRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITED
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KEYNOTES:1.WOOD TRUSS, SEE PLAN2.CONT DBL 2x TOP PLATE W/ LAPSPLICE, SEE TYPICAL DETAIL3.WOOD STUD WALL, SEE PLAN4.WALL SHEATHING, SEE PLAN5.EDGE NAILING, SEE SHEARWALLSCHEDULE6.WOOD TRUSS ALIGNED W/SHEARWALL W/ HGA10 CLIP AT 36"O.C.7.BOUNDARY NAILING, SEE PLAN8.ROOF SHEATHING, SEE PLAN23461 875212WOOD TRUSS AT WOOD STUD WALLWW_RT316NO SCALE
K
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123
5
5
4
7
8
6
208WOOD TRUSS AT WOOD STUD WALL
N
O
S
C
A
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K
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N
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