Page 1
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 1 of 99
STRUCTURAL CALCULATIONS PROJECT INFORMATION CLIENT INFORMATION
NAME: Handy Trucking COMPANY: Lawson Design, Inc.
LOCATION: Meridian, ID CONTACT: Gary Lawson
RSC PROJ. #: R16-065 PHONE: 208.989.1422
ENGINEER: Patrick Bird EMAIL: [email protected]
LICENSE #: 10802
PHONE: 208.343.2092
SCOPE OF
WORK:
RiverStone Structural Concepts is providing the full gravity and lateral calculation
package for Handy Trucking in Meridian, Idaho.
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 2 of 99
TABLE OF CONTENTS
1- DESIGN CRITERIA ............................................................................................................................................... 4
2- CODE SUMMARY ............................................................................................................................................... 5
3- PROJECT LOCATION ........................................................................................................................................... 7
4- LOAD DETERMINATION ..................................................................................................................................... 8
4.1- GRAVITY .............................................................................................................................................................. 8
4.1a- ROOF DEAD LOAD.......................................................................................................................................... 8
4.2- SNOW .................................................................................................................................................................. 9
4.3- SEISMIC ............................................................................................................................................................. 11
4.3a- USGS REPORT .............................................................................................................................................. 11
4.3b- Cs DETERMINATION .................................................................................................................................... 12
4.4- WIND ................................................................................................................................................................. 13
4.4a- WIND LOADING ........................................................................................................................................... 13
4.4b- COMPONENTS AND CLADDING ................................................................................................................... 15
5- ROOF FRAMING GRAVITY CALCULATIONS ....................................................................................................... 17
5.1- ROOF FRAMING GRAVITY CALCULATION MAPS ................................................................................................ 17
5.1a- WAREHOUSE ............................................................................................................................................... 17
5.1b- TRUCK SERVICE BAY..................................................................................................................................... 18
5.2- LINTEL CALCULATIONS ...................................................................................................................................... 19
5.3- ROOF JOIST CALCULATIONS .............................................................................................................................. 25
5.4- ROOF GIRDER CALCULATIONS ........................................................................................................................... 27
5.5- STEEL COLUMN CALCULATIONS ........................................................................................................................ 38
5.6- STEEL ROOF DECK CALCULATIONS..................................................................................................................... 42
6- FOUNDATION CALCULATIONS .......................................................................................................................... 43
6.1- FOUNDATION CALCULATION MAPS .................................................................................................................. 43
6.1a- WAREHOUSE ............................................................................................................................................... 43
6.1b- TRUCK SERVICE BAY..................................................................................................................................... 44
6.2- CONTINUOUS FOOTINGS .................................................................................................................................. 45
6.3- PAD FOOTINGS .................................................................................................................................................. 48
6.4- RETAINING WALL CALCULATIONS ..................................................................................................................... 49
7- LATERAL ANALYSIS ........................................................................................................................................... 51
7.1- SEISMIC ANALYSIS ............................................................................................................................................. 51
7.1a- SEISMIC AREAS ............................................................................................................................................ 51
7.1.a.i- WAREHOUSE ........................................................................................................................................................... 51
7.1.a.ii- TRUCK SERVICE BAY ............................................................................................................................................... 53
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 3 of 99
7.1b- SEISMIC REACTION CALCULATIONS ............................................................................................................. 55
7.2- WIND ANALYSIS ................................................................................................................................................. 57
7.2a- WIND AREAS ................................................................................................................................................ 57
7.2.a.i- WAREHOUSE ........................................................................................................................................................... 57
7.2.a.ii- TRUCK SERVICE BAY ............................................................................................................................................... 58
7.2b- WIND REACTION CALCULATIONS ................................................................................................................ 59
7.3- SUMMARY OF GOVERNING GRIDLINE REACTIONS ............................................................................................ 60
7.4- MASONARY WALL ANALYSIS ............................................................................................................................. 61
7.4a- WALL FORCE DISTRIBUTION CALCULATIONS ............................................................................................... 61
7.4.a.i- WAREHOUSE ........................................................................................................................................................... 61
7.4.a.ii- TRUCK SERVICE BAY ............................................................................................................................................... 63
7.4b- OUT OF PLANE SEISMIC FORCE CALCULATION ............................................................................................ 64
7.4c- BEARING WALL ANALYSIS ............................................................................................................................ 65
7.4d- SHEARWALL ANALYSIS ................................................................................................................................. 75
7.5- DIAPHRAGM ANALYSIS ...................................................................................................................................... 85
7.5a- DIAPHRAGM MAPS ...................................................................................................................................... 85
7.5.a.i- WAREHOUSE ........................................................................................................................................................... 85
7.5.a.ii- TRUCK SERVICE BAY ............................................................................................................................................... 85
7.5b- DIAPHRAGM SHEAR CALCULATIONS ........................................................................................................... 86
7.5c- DIAPHRAGM CAPACITY ................................................................................................................................ 87
8- NEW FRAMING @ EXISTING BUILDING ............................................................................................................ 88
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 4 of 99
1- DESIGN CRITERIA
ITEM VALUE UNITS NOTES
BUILDING CODE = IBC 2012 PER JURISDICTION
MINIMUM DESIGN LOADS = ASCE 7-10 REFERENCED STANDARD
OCCUPANCY CATEGORY = II IBC TABLE 1604.5
ROOF DL = 20 psf
ROOF LL = 20 psf
WIND SPEED = 115 mph ULTIMATE WIND SPEED
WIND EXPOSURE = C
SEISMIC DESIGN CATEGORY = C
SITE CLASS = D DEFAULT SITE CLASS
IMPORTANCE FACTOR = 1.0 ASCE 7 TABLE 11.5-1
SS = 0.291 USGS REPORT
SDS = 0.304 ASCE 7 - 11.4-3
S1 = 0.102 USGS REPORT
SD1 = 0.163 ASCE 7 - 11.4-4
CS = 0.087 STRENGTH
SEISMIC SYSTEM = IRMSW - INTERMEDIATE REINFORCED MASONRY
SHEAR WALLS
R = 3.5 IRMSW ASCE 7 TABLE 12.2-1
O = 2.5 IRMSW ASCE 7 TABLE 12.2-1
GROUND SNOW LOAD = 20 psf PER JURISDICTION
ROOF SNOW LOAD = 25 psf MIN PER JURISDICTION
SNOW IMPORTANCE FACTOR = 1.0 ASCE 7 TABLE 7-4
SOIL ALLOWABLE PRESSURE = 1500 psf CODE MINIMUM
MINIMUM FROST DEPTH = 24 in JURISDICTIONAL MINIMUM
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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2- CODE SUMMARY
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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3- PROJECT LOCATION
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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4- LOAD DETERMINATION
4.1- GRAVITY
4.1a- ROOF DEAD LOAD
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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4.2- SNOW
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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4.3- SEISMIC
4.3a- USGS REPORT
Page 12
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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4.3b- Cs DETERMINATION
Page 13
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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4.4- WIND
4.4a- WIND LOADING
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 14 of 99
Page 15
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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4.4b- COMPONENTS AND CLADDING
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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Page 17
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 17 of 99
5- ROOF FRAMING GRAVITY CALCULATIONS LEGEND:
BEAM X = MASONRY LINTEL
ROOF JOIST X = STEEL JOIST
ROOF GIRDER = STEEL GIRDER
COLX = CONCRETE COLUMN
5.1- ROOF FRAMING GRAVITY CALCULATION MAPS
5.1a- WAREHOUSE
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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5.1b- TRUCK SERVICE BAY
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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5.2- LINTEL CALCULATIONS
Page 20
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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Page 21
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 21 of 99
Page 22
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 22 of 99
Page 23
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 23 of 99
Page 24
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 24 of 99
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 25 of 99
5.3- ROOF JOIST CALCULATIONS
DESIGN CRITERIA:
ROOF DEAD LOAD = 20 PSF
ROOF SNOW LOAD = 25 PSF
GOVERNING LOAD COMBO (ASD) = D + S = 20 PSF + 25 PSF = 45 PSF
ROOF TRIBUTARY WIDTH TO ROOF JOISTS = 6 FT.
PLF TO ROOF JOIST 1 CALCULATION = (45 PSF)*(6 FT.) = 270 PLF < 368 PLF
FROM 2007 VULCRAFT SPECIFICATION MANUAL 16K2 JOISTS ARE ADEQUATE (SEE SNIPPET ON NEXT
PAGE).
PLF TO ROOF JOIST 2 CALCULATION = (45 PSF)*(6 FT.) = 270 PLF < 289 PLF
FROM 2007 VULCRAFT SPECIFICATION MANUAL 16K4 JOISTS ARE ADEQUATE (SEE SNIPPET ON NEXT
PAGE).
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 26 of 99
Page 27
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 27 of 99
5.4- ROOF GIRDER CALCULATIONS
DESIGN CRITERIA:
ROOF DEAD LOAD = 20 PSF
ROOF SNOW LOAD = 25 PSF
GOVERNING LOAD COMBO (ASD) = D + S = 20 PSF + 25 PSF = 45 PSF
ROOF JOIST SPACING = 6 FT.
ROOF JOIST LENGTH = 20 FT.
ROOF TRIBUTARY AREA TO GIRDER = (6 FT.)*(20FT.) = 120 SQ. FT.
JOIST POINT LOAD ON GIRDER = (45 PSF)*(120 SQ. FT.) = 5,400 LBS < 6,000LBS
FOR A 60G16N6K GIRDER JOIST = 67 PLF (SEE TABLE ON NEXT PAGE)
DEAD LOAD (PSF) OF GIRDER = 67 / 20 PSF = 3.35 PSF < 4.5 PSF ASSUMED FOR DEAD LOAD
DETERMINATION CALC.
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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Page 29
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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Anchor Bolt Design (Seismic Analysis):
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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Page 31
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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Anchor Bolt Design (Wind Analysis)
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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Page 35
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 35 of 99
Page 36
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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5.5- STEEL COLUMN CALCULATIONS
DESIGN CRITERIA:
ROOF DEAD LOAD = 20 PSF
ROOF SNOW LOAD = 25 PSF
GOVERNING LOAD COMBO (ASD) = D + S = 20 PSF + 25 PSF = 45 PSF
TRIBUTARY AREA TO CONCRETE COLUMN = (42 FT.)*(20 FT.) = 840 SQ. FT.
AXIAL DEAD LOAD = (20 PSF)*(840 SQ. FT.) = 16,800 LBS
AXIAL SNOW LOAD =(25 PSF)*(840 SQ. FT.) = 21,000 LBS
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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TOTAL AXIAL LOAD = (16,800 LBS) + (21,000 LBS) = 37,800 LBS
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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Page 41
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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5.6- STEEL ROOF DECK CALCULATIONS
TOTAL DEAD LOAD
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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6- FOUNDATION CALCULATIONS LEGEND:
FDNX = CONTINUOUS FOOOTING
PADX = PAD FOOTING
RWX = RETAINING WALL
6.1- FOUNDATION CALCULATION MAPS
6.1a- WAREHOUSE
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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6.1b- TRUCK SERVICE BAY
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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6.2- CONTINUOUS FOOTINGS
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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Page 47
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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6.3- PAD FOOTINGS
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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6.4- RETAINING WALL CALCULATIONS
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Client Gary Lawson
Project Handy Trucking Prepared by RA
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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7- LATERAL ANALYSIS
7.1- SEISMIC ANALYSIS
7.1a- SEISMIC AREAS
7.1.a.i- WAREHOUSE
TOTAL WAREHOUSE AREA:
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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TRANSVERSE WAREHOUSE AREAS:
LONGITUDINAL WAREHOUSE AREAS:
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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7.1.a.ii- TRUCK SERVICE BAY
TOTAL TRUCK SERVICE BAY AREA:
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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TRANSVERSE TRUCK SERVICE BAY AREAS:
LONGITUDINAL TRUCK SERVICE BAY AREAS:
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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7.1b- SEISMIC REACTION CALCULATIONS
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Client Gary Lawson
Project Handy Trucking Prepared by RA
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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7.2- WIND ANALYSIS
7.2a- WIND AREAS
7.2.a.i- WAREHOUSE
TRANSVERSE WAREHOUSE AREAS:
LONGITUDINAL WAREHOUSE AREAS:
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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7.2.a.ii- TRUCK SERVICE BAY
TRANSVERSE TRUCK SERVICE BAY AREAS:
LONGITUDINAL TRUCK SERVICE BAY AREAS:
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
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7.2b- WIND REACTION CALCULATIONS
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Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 60 of 99
7.3- SUMMARY OF GOVERNING GRIDLINE REACTIONS
Page 61
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 61 of 99
7.4- MASONARY WALL ANALYSIS
7.4a- WALL FORCE DISTRIBUTION CALCULATIONS
7.4.a.i- WAREHOUSE
TRANSVERSE DIRECTION:
Page 62
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 62 of 99
LONGITUDINAL DIRECTION:
Page 63
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 63 of 99
7.4.a.ii- TRUCK SERVICE BAY
TRANSVERSE DIRECTION:
LONGITUDINAL DIRECTION:
Page 64
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 64 of 99
7.4b- OUT OF PLANE SEISMIC FORCE CALCULATION
Page 65
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 65 of 99
7.4c- BEARING WALL ANALYSIS
Page 66
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 66 of 99
Page 67
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 67 of 99
Page 68
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 68 of 99
Page 69
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 69 of 99
Page 70
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 70 of 99
Page 71
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 71 of 99
Page 72
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 72 of 99
Page 73
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 73 of 99
Page 74
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 74 of 99
Page 75
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 75 of 99
7.4d- SHEARWALL ANALYSIS
Page 76
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 76 of 99
Page 77
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 77 of 99
Page 78
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 78 of 99
Page 79
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 79 of 99
Page 80
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 80 of 99
Page 81
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 81 of 99
Page 82
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 82 of 99
Page 83
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 83 of 99
Page 84
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 84 of 99
Page 85
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 85 of 99
7.5- DIAPHRAGM ANALYSIS
7.5a- DIAPHRAGM MAPS
7.5.a.i- WAREHOUSE
7.5.a.ii- TRUCK SERVICE BAY
Page 86
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 86 of 99
7.5b- DIAPHRAGM SHEAR CALCULATIONS
Page 87
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 87 of 99
7.5c- DIAPHRAGM CAPACITY
Page 88
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 88 of 99
8- NEW FRAMING @ EXISTING BUILDING
Page 89
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 89 of 99
Page 90
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 90 of 99
Page 91
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 91 of 99
Page 92
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 92 of 99
Page 93
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 93 of 99
Page 94
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 94 of 99
Page 95
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 95 of 99
Page 96
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 96 of 99
Page 97
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 97 of 99
Page 98
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 98 of 99
Page 99
Client Gary Lawson
Project Handy Trucking Prepared by RA
Job No. R16-065 Date 8/7/2017
671 E. RIVERPARK LN ▀ SUITE 150 ▀ BOISE, IDAHO 83706 ▀ PHONE 208.343.2092 ▀ FAX 208.343.2493 Page 99 of 99
