YelmWAS_Structural Calcs_21-17688 red (2)Harbor Freight T.I.
Yelm, Washington
21-17688
Project Name:
Location:
Job Number:
TGE PROJECT NUMBER: 21-17688
HARBOR FREIGHT T.I.
Structural Engineering
Calculations
812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
BRIAN J. SIELAFF, P.E., P.ENG.
STRUCTURAL ENGINEERING CALCULATIONS
FOR
ADA ARCHITECTS, INC.
YELM, WASHINGTON
Page 1 of 37
Expires 5-18-2022
08/18/2021
1.PROJECT INFORMATION.......................................................................................................................................................... 3
2.PROJECT CODE........................................................................................................................................................................ 5
3.WIND LOADS........................................................................................................................................................................... 6
4.WIND LOADS - MWFRS H≤60' (LOW-RISE BUILDINGS) EXCEPT FOR OPEN BUILDINGS........................................................ 8
5.WIND LOADS - COMPONENTS & CLADDING : H ≤ 60'............................................................................................................. 11
6.STRUCTURAL CALCULATIONS.................................................................................................................................................. 14
7.SOFTWARE PRINTOUTS (ENERCALC)....................................................................................................................................... 23
8.SOFTWARE PRINTOUTS (FIBER REINFORCEMENT).................................................................................................................28
Job Number:
812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
TABLE OF CONTENTS
SECTION PAGE NO.
Structural Engineering
Calculations
Harbor Freight T.I.
Yelm, Washington
21-17688
Project Name:
Location:
Page 2 of 37
Tamarack Grove Engineering:
Address:
Date:
Firm Registration Number:
TGE Engineer of Record:
Project Manager:
Direct Phone:
Office Phone:
Office Fax:
Email:
Project Client Information:
Company:
Project Number:
Contact:
Address:
Phone:
Email:
Client Logo:
Project Site Information:
Name:
Address:
Local Jurisdiction Information:
Jurisdiction:
Enforced Code Used:
Contact Info:
906 East Yelm Avenue
Chris Vaccaro (360-458-8407)
www.adaarchitects.cc
812 La Cassia Dr
PROJECT INFORMATION
8/18/2021
(208) 345-8941
(208) 345-8946
Boise, Idaho 83705
Structural Engineering
Calculations
Project Name:
Location:
Job Number:
Harbor Freight T.I.
Yelm, Washington
21-17688
812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
603490470
Brian J. Sielaff, P.E., P.Eng.
Brendon Collins, E.I.
(208) 908-7874
N/A
Brian Quinn
17710 Detroit Ave.
Cleveland, OH 44107
(216) 521-5134
brendon.collins@tamarackgrove.com
ADA Architects, Inc.
City of Yelm
2018 International Building Code
Yelm, Washington 98597
Harbor Freight T.I.
Page 3 of 37
Site Satellite Map:906 East Yelm Avenue, Yelm, Washington 98597
Project Scope of Work:
812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
• Provide structural plan and detailing for the support and attachment of new roof or ground mounted
mechanical equipment.
• Provide detailing for the new openings in existing structure supported by headers or lintels with reinforced
jambs.
• Provide structural calculations to analyze the existing framing for the support and attachment of new roof
or ground mounted mechanical equipment.
• Provide structural calculations to analyze header or lintel supports and jambs in new openings in existing
structure.
Structural Engineering
Calculations
Project Name:Harbor Freight T.I.
Location: Yelm, Washington
Job Number: 21-17688
Page 4 of 37
Code:International Building Code 2018
Occupancy:
Occupancy Group =B Business
Risk Category & Importance Factors:
Risk Category =II
Wind factor =
Snow factor =
Seismic factor =
Type of Construction:
Fire Rating:
Roof =
Floor =
Building Geometry:
Roof angle (θ)
Building length
Least width
Mean Roof Ht (h)
Parapet ht above grd
Minimum parapet ht
Live Loads:
Roof:0 to 200 sf:
200 to 600 sf:
over 600 sf:
Floor:
Typical Floor
Partitions
812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
12 psf
N/A
N/A
24.0 ft
25.5 ft
1.5 ft
20 psf
24 - 0.02Area, but not less than 12 psf
0.0 hr
0.0 hr
0.00 / 12 0.0 deg
193.0 ft
88.8 ft
1.00
1.00
1.00
Structural Engineering
Calculations
Project Name:Harbor Freight T.I.
Location: Yelm, Washington
Job Number: 21-17688
PROJECT CODE
Page 5 of 37
Ultimate Wind Speed ASCE 7- 16
Nominal Wind Speed
Risk Category II
Exposure Category B
Enclosure Classif. Enclosed Building
Internal pressure
Directionality (Kd) 0.85
Kh case 1 0.7
Kh case 2 0.66
Type of roof Monoslope
Topographic Factor (Kzt)
Topography Flat
Hill Height (H)H<60ft;exp B
Half Hill Length (Lh) ؞ Kzt=1.0
Actual H/Lh =0.00
Use H/Lh =0.00
Modified Lh =
From top of crest: x =
Bldg up/down wind?downwind
H/Lh=0.00 K1 =
x/Lh =0.00 K2 =
z/Lh =0.00 K3 =
At Mean Roof Ht:
Kzt = (1+K1K2K3)^2 =
Gust Effect Factor
h =Flexible structure if natural frequency < 1 Hz (T > 1 second).
B =If building h/B>4 then may be flexible and should be investigated.
/z (0.6h) =h/B = 0.27 Rigid structure (low rise bldg)
G = Using rigid structure default
Rigid Structure Flexible or Dynamically Sensitive Structure
ē = Natural Frequency (η1) =
ℓ = Damping ratio (β) =
zmin =/b =
c =/α =
gQ, gv =Vz =
Lz =N1 =
Q =Rn =
Iz =Rh =
G =RB =
RL =
gR =
R =
Gf =
812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
28.282 η = 0.000
0.000
0.000
0.000
η = 0.000 h = 24.0 ft
0.85 28.282 η = 0.000
310.0 ft 0.00
0.87 0.000
0.30 28.282
30 ft 0.45
0.30 0.25
3.4 70.9
30.0 ft
0.85
0.33 0.0 Hz
320.0 ft 0
1.000
1.00
24.0 ft
88.8 ft
0.0 ft
0.0 ft
0.0 ft
0.0 ft
0.000
0.000
110 mph
85.2 mph
+/- 0.18
Structural Engineering
Calculations
Project Name:Harbor Freight T.I.
Location: Yelm, Washington
Job Number: 21-17688
WIND LOADS
Page 6 of 37
Enclosure Classification
Test for Enclosed Building: Ao < 0.01Ag or 4 sf, whichever is smaller
Test for Open Building: All walls are at least 80% open.
Ao ≥ 0.8Ag
Test for Partially Enclosed Building: Predominately open on one side only
Test
Ao sf Ao ≥ 1.1Aoi YES
Ag sf Ao > 4' or 0.01Ag NO
Aoi sf Aoi / Agi ≤ 0.20 NO Building is NOT
Agi sf Partially Enclosed
Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following:
Ao ≥ 1.1Aoi
Ao > smaller of 4' or 0.01 Ag
Aoi / Agi ≤ 0.20
Where:
Ao = the total area of openings in a wall that receives positive external pressure.
Ag = the gross area of that wall in which Ao is identified.
Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao.
Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag.
Test for Partially Open Building: A building that does not qualify as open, enclosed or partially enclosed.
(This type building will have same wind pressures as an enclosed building.)
Reduction Factor for large volume partially enclosed buildings (Ri) :
If the partially enclosed building contains a single room that is unpartitioned , the internal
pressure coefficient may be multiplied by the reduction factor Ri.
Total area of all wall & roof openings (Aog):
Unpartitioned internal volume (Vi) :
Ri =
Ground Elevation Factor (Ke)
Grd level above sea level =Ke =
Constant = Adj Constant =0.00256 0.00256
812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
0 sf
0 cf
1.00
0.0 ft 1.0000
Input
0.0
0.0
0.0
0.0
Structural Engineering
Calculations
Project Name:Harbor Freight T.I.
Location: Yelm, Washington
Job Number: 21-17688
Page 7 of 37
Kz = Kh (case 1) =Edge Strip (a) =
Base pressure (qh) =End Zone (2a) =
GCpi = Zone 2 length =
Wind Pressure Coefficients
CASE A
Ultimate Wind Surface Pressures (psf)
Parapet
Windward parapet = psf (GCpn = +1.5)Windward roof
Leeward parapet = psf (GCpn = -1.0)overhangs =psf (upward) add to
windward roof pressure
Horizontal MWFRS Simple Diaphragm Pressures (psf)
Transverse direction (normal to L)
Interior Zone: Wall psf
Roof psf **
End Zone: Wall psf
Roof psf **
Longitudinal direction (parallel to L)
Interior Zone: Wall psf
End Zone: Wall psf
** NOTE: Total horiz force shall not be less than that determined
by neglecting roof forces (except for MWFRS moment frames).
The code requires the MWFRS be designed for a min ultimate
force of 16 psf multiplied by the wall area plus an 8 psf force
applied to the vertical projection of the roof.
-10.0
12.7
19.2
812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
27.7
-18.4 12.9
12.7
-5.9
19.2
5E 14.6 7.9
6E -4.6 -11.3
-13.1
4E -4.6 -11.3 -5.5 -12.2
3E -6.5 -13.1 -6.5
-12.2
2E -16.4 -23.1 -16.4 -23.1
1E 14.6 7.9 -5.5
4.1
6 -2.0 -8.7
5 10.7
-10.1
4 -2.0 -8.7 -5.0 -11.6
3 -3.5 -10.1 -3.5
-11.6
2 -9.4 -16.0 -9.4 -16.0
6E -0.43 -0.25 -0.61
1 10.7 4.1 -5.0
-0.48 -0.30 -0.66
5E 0.61 0.79 0.43
-0.53 -0.35 -0.71
4E -0.43 -0.25 -0.61
-1.07 -0.89 -1.25
3E -0.53 -0.35 -0.71
-0.48 -0.30 -0.66
2E -1.07 -0.89 -1.25
-0.29 -0.11 -0.47
1E 0.61 0.79 0.43
0.40 0.58 0.22
6
-0.45 -0.27 -0.63
5
-0.37 -0.19 -0.55
4 -0.29 -0.11 -0.47
-0.69 -0.51 -0.87
3 -0.37 -0.19 -0.55
-0.45 -0.27 -0.63
2 -0.69 -0.51 -0.87
GCpf w/-GCpi w/+GCpi
1 0.40 0.58 0.22
CASE B
θ = 0 deg
Surface GCpf w/-GCpi w/+GCpi
0.70 8.9 ft
18.4 psf 17.8 ft
+/- 0.18 44.4 ft
Structural Engineering
Calculations
Project Name:Harbor Freight T.I.
Location: Yelm, Washington
Job Number: 21-17688
WIND LOADS - MWFRS H≤60' (LOW-RISE BUILDINGS) EXCEPT FOR OPEN BUILDINGS
Page 8 of 37
Enclosed Buildings with Transverse Frames and Pitched Roofs ASCE 7-16 procedure
Base pressure (qh) =
GCpi = Enclosed bldg, procdure doesn't apply
Roof Angle (θ) =
B= ft
# of frames (n) =
Solid are of end wall including fascia (As) = sf
Roof ridge height = ft
Roof eave height = ft
Total end wall area if soild (Ae) = sf
Longidinal Directional Force (F) = pAe
p= qh [(GCpf)windward -(GCpf)leeward] KB KS
Solidarity ratio (Φ) =
n = use n = 3 minimum
KB =
KS =
Zones 5 & 6 area = sf
5E & 6E area = sf
(GCpf) windward - (GCpf) leeward] =
p = psf
Total force to be resisted by MWFRS (F) = kips applied at the centroid
of the end wall area Ae
Note: The longidudinal force acts in combination with roof loads
calculated elsewhere for an open or partially enclosed building.
0.725
6.4
13.7
812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
0.000
3
0.8
0.600
1919
213
88.8
0
0.0
24.0
24.0
2131.9
Job Number: 21-17688
Wind Loads - h≤60' Longitudinal Direction MWFRS On Open or Partially
18.4 psf
+/- 0.18
0.0 deg
Structural Engineering
Calculations
Project Name:Harbor Freight T.I.
Location: Yelm, Washington
Page 9 of 37
NOTE: Torsional loads are 25% of zones 1 - 6. See code for loading diagram.
Exception: One story buildings h<30' and 1 to 2 storybuildings framed with light-frame
construction or with flexible diaphragms need not be designed for the torsional load case.
NOTE: Torsional loads are 25% of zones 1 - 4. See code for loading diagram.
Exception: One story buildings h<30' and 1 to 2 storybuildings framed with light-frame
construction or with flexible diaphragms need not be designed for the torsional load case.
ASCE 7-02 and ASCE 7-05 - MWFRS wind pressure zones
812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
Location: Yelm, Washington
Job Number: 21-17688
ASCE 7-98 & ASCE 7-10 (& later) - MWFRS wind pressure zones
Structural Engineering
Calculations
Project Name:Harbor Freight T.I.
Page 10 of 37
Ultimate Wind Pressures
Kh (case 1) = h = 0.2h =
Base pressure (qh) = 0.6h =
Minimum parapet ht = GCpi =
Roof Angle (θ) = qi = qh =
Type of roof = Monoslope
Roof
Surface Pressure (psf)
Area 25 sf 50 sf
Negative Zone 1 -31.7 -29.4
Negative Zone 1'-19.9 -19.9
Negative Zone 2 -41.9 -38.9
Negative Zone 3 -54.6 -48.7
Positive All Zones 16.0 16.0
Overhang Zone 1&1'-30.6 -30.1
Overhang Zone 2 -37.2 -33.3
Overhang Zone 3 -50.0 -43.1
Overhang pressures in the table above assume an internal pressure coefficient (Gcpi) of 0.0
Overhang soffit pressure equals adj wall pressure (which includes internal pressure of 3.3 psf)
Parapet
qp =Surface Pressure (psf)
Solid Parapet Pressure 50 sf
CASE A: Zone 2 : 51.8
Zone 3 : 61.5
CASE B : Interior zone : -34.2
Corner zone : -37.4
Walls
wall a =
GCp +/- GCpi Surface Pressure at h
Area 10 sf 200 sf
Negative Zone 4 -23.61 -19.37
Negative Zone 5 -29.15 -20.67
Positive Zone 4 & 5 21.77 17.53
812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
-20.7 -18.1
1.18 1.00 0.95 0.88 21.8 18.5 17.5 16.2
-1.58 -1.23 -1.12 -0.98 -29.1 -22.6
500 sf
-1.28 -1.10 -1.05 -0.98 -23.6 -20.4 -19.4 -18.1
8.9 ft
User input
10 sf 100 sf 200 sf 500 sf 10 sf 100 sf 200 sf
-44.3 -41.3 -37.4 -34.5 -31.6 -27.7
-38.7 -36.8 -34.2 -32.2 -30.3 -27.7
77.5 70.6 61.5 54.7 47.8 38.7
60.9 57.0 51.8 47.8 43.9 38.7
-20.3 -20.3
User
input18.4 psf
10 sf 20 sf 50 sf 100 sf 200 sf 500 sf
-59.0 -52.2 -43.1 -36.2 -29.4 -23.8
-18.4 -18.4
-42.4 -38.5 -33.3 -29.4 -25.5 -22.3 -20.3 -20.3
-31.4 -30.8 -30.1 -29.5 -24.7 -20.9
16.0 16.016.0 16.0 16.0 16.0 16.0 16.0
-29.1 -29.1
-62.3 -56.5 -48.7 -42.8 -36.9 -32.2 -29.1 -29.1
-45.7 -42.8 -38.9 -36.0 -33.0 -30.7
-21.8 -21.8
-19.9 -19.9 -19.9 -19.9 -17.1 -16.0 -16.0 -16.0
-34.7 -32.4 -29.4 -27.1 -24.8 -22.9
User input
10 sf 20 sf 50 sf 100 sf 200 sf 350 sf 500 sf 1000 sf
1.5 ft +/- 0.18
0.0 deg 18.4 psf
0.70 24.0 ft 4.8 ft
18.4 psf 14.4 ft
Structural Engineering
Calculations
Project Name:Harbor Freight T.I.
Location: Yelm, Washington
Job Number: 21-17688
WIND LOADS - COMPONENTS & CLADDING : H ≤ 60'
Page 11 of 37
Location of C&C Wind Pressure Zones - ASCE 7-10 & earlier
Roofs w/ θ ≤ 10° Walls h ≤ 60' Gable, Sawtooth and Monoslope roofs
and all walls & alt design h<90'Multispan Gable θ ≤ 7 degrees & 3° < θ ≤ 10°
h > 60'Monoslope ≤ 3 degrees h ≤ 60' & alt design h<90'
h ≤ 60' & alt design h<90'
Monoslope roofs Hip 7° < θ ≤ 27°
10° < θ ≤ 30° Gable 7° < θ ≤ 45°
h ≤ 60' & alt design h<90'
Sawtooth 10° < θ ≤ 45°
h ≤ 60' & alt design h<90'
Stepped roofs
h ≤ 60' & alt design h<90'
812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
Location: Yelm, Washington
Job Number: 21-17688
Multispan Gable &
Structural Engineering
Calculations
Project Name:Harbor Freight T.I.
Page 12 of 37
Location of C&C Wind Pressure Zones - ASCE 7-16
Roofs w/ θ ≤ 10° Walls h ≤ 60' Gable, Sawtooth and Monoslope roofs
and all walls & alt design h<90'7 degrees & 3° < θ ≤ 10°
h > 60'Monoslope ≤ 3 degrees h ≤ 60' & alt design h<90'
h ≤ 60' & alt design h<90'
Monoslope roofs Multispan Gable & Hip 7° < θ ≤ 27°
10° < θ ≤ 30° Gable 7° < θ ≤ 45°
h ≤ 60' & alt design h<90'
Sawtooth 10° < θ ≤ 45°
h ≤ 60' & alt design h<90'
Stepped roofs
h ≤ 60' & alt design h<90'
812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
Structural Engineering
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Project Name:Harbor Freight T.I.
Location: Yelm, Washington
Job Number: 21-17688
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812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
STRUCTURAL CALCULATIONS
Structural Engineering
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Project Name:Harbor Freight T.I.
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Job Number: 21-17688
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Job Number: 21-17688
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Structural Engineering
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Project Name:Harbor Freight T.I.
Location: Yelm, Washington
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812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
Structural Engineering
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Project Name:Harbor Freight T.I.
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Job Number: 21-17688
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812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
Structural Engineering
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Project Name:Harbor Freight T.I.
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812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
Structural Engineering
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Project Name:Harbor Freight T.I.
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Job Number: 21-17688
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812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
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Project Name:Harbor Freight T.I.
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812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
Structural Engineering
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Project Name:Harbor Freight T.I.
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812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
Structural Engineering
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Project Name:Harbor Freight T.I.
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812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
Structural Engineering
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Project Name:Harbor Freight T.I.
Location: Yelm, Washington
Job Number: 21-17688
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812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
SOFTWARE PRINTOUTS (ENERCALC)
Structural Engineering
Calculations
Project Name:
Location:
Job Number:
Harbor Freight T.I.
Yelm, Washington
21-17688
Page 23 of 37
Job Number: 21-17688
812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
Structural Engineering
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Project Name:Harbor Freight T.I.
Location: Yelm, Washington
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812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
Structural Engineering
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Project Name:Harbor Freight T.I.
Location: Yelm, Washington
Job Number: 21-17688
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812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
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Project Name:Harbor Freight T.I.
Location: Yelm, Washington
Job Number: 21-17688
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812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
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Project Name:Harbor Freight T.I.
Location: Yelm, Washington
Job Number: 21-17688
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812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
SOFTWARE PRINTOUTS (FIBER REINFORCEMENT)
Structural Engineering
Calculations
Project Name:Harbor Freight T.I.
Location: Yelm, Washington
Job Number: 21-17688
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812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
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Project Name:Harbor Freight T.I.
Location: Yelm, Washington
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812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
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Project Name:Harbor Freight T.I.
Location: Yelm, Washington
Job Number: 21-17688
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812 LA CASSIA DR. BOISE, IDAHO 83705 (208) 345-8941 PHONE (208) 345-8946 FAX
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