My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
933 S Harmon St Unit #2 - Plan
PBA
>
Building
>
ProjectDox
>
H
>
Harmon St
>
933 S Harmon St Unit# 2
>
933 S Harmon St Unit #2 - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/21/2026 5:00:11 AM
Creation date
5/21/2026 5:00:04 AM
Metadata
Fields
Template:
Plan
Permit Number
101125958
Full Address
933 S Harmon St Unit# 2
Street Number
933
Street Direction
S
Street Name
Harmon
Street Suffix
St
Unit Number
2
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
97
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
PROJECT:Harmon St ADUs JOB NO.:A025.033 SUBJECT:SHEAR WALLS <br />ρApplied =1.3 ρi Loc Fp/Fx Roof DL (psf) = 19 (includes seismic snow where occurs) <br />Min Diaphragm Width (ft) = 27 1.30 B-1ST 1.00 Floor DL (psf) = 19 <br />Allowable Seismic Aspect Ratio = 3.5 1.00 ρ calculated in accordance with: <br />Allowable Wind Aspect Ratio = 3.5 1.00 ASCE7-16 Section 12.3.4.2 <br />Comb. Overstrength Factors: (Ω-0.5)=2.50 1.00 No Exception in ASCE 7 12.3.4.2b met? <br />LINE: 1 1ST STORY <br />Load Trib w (ft) E.Z. Appl* Span (ft) Line %Location 0.7E (lbs)0.6W (lbs)ρ*Seis Wind E.Z. Wind 2a (ft) E.Z. P (lb) Drag (ft) (Not Applicable) <br />ω1 9.583 Both 19.166 1.00 Offset 93.7 67.2 67.2 6 17.25 52 <br />1.00 Offset 17.25 <br />1.00 Above <br />Plate h (ft)= 9 Total 898 644 Include Ω for irregularities (above)?No 37 <br />Max opening height (ft)= <br />Apply aspect ratio reduction? Yes 33% Perforated SW? No Shear Length (ft)= 6 Story V (K)= 4653 <br />Opening elevation Force Transfer @ Openings? No Wall DL (psf)= 18 Max allow. drift (in) 2.16 <br />Shear- <br />Wall <br />Length <br />(ft) <br />RoofDL 'w' <br />(ft) <br />FloorDL 'w' <br />(ft) <br />OtherDL <br />'w' (plf) <br />Tension <br />From <br />Above <br />(lb) <br />Wall <br />Type Sill Type <br />Holdown <br />Strap <br />HD <br />Capacity <br />(Stem/floor <br />config) <br />OTM <br />(wind, <br />seismic) <br />(ft-lb) <br />(0.6- <br />.2SDs) <br />*RM <br />(ft-lb) <br />Aspect <br />Ratio <br />Aspect <br />Ratio <br />Reduc. <br />Seis. <br />Shear <br />(plf) <br />Seis. <br />Wall Cap. <br />(plf) <br />Wind <br />Shear (plf) <br />Wind Wall <br />Cap. (plf) <br />Sill Plate <br />Cap. (plf) <br />Tension <br />(lb) <br />HD <br />Capacity <br />Max <br />Shear- <br />Wall Δ <br />1.0E (in) <br />6 P1 S1 DTT2Z 8082 1350 1.50 1.00 150 260 107 365 372 1122 1825 1.21 <br />Add'l Comments:Max:1.21 <br />LINE: 1.4 1ST STORY <br />Load Trib w (ft) E.Z. Appl* Span (ft) Line %Location 0.7E (lbs)0.6W (lbs)ρ*Seis Wind E.Z. Wind 2a (ft) E.Z. P (lb) Drag (ft) (Not Applicable) <br />ω1 24.83 Both 49.66 1.00 Offset 93.7 67.2 67.2 9.932 17.25 135 <br />1.00 Offset 17.25 <br />1.00 Above <br />Plate h (ft)= 9 Total 2327 1669 Include Ω for irregularities (above)?No 97 <br />Max opening height (ft)= <br />Apply aspect ratio reduction? Yes 33% Perforated SW? No Shear Length (ft)= 10.5 Story V (K)= 4653 <br />Opening elevation Force Transfer @ Openings? No Wall DL (psf)= 18 Max allow. drift (in) 2.16 <br />Shear- <br />Wall <br />Length <br />(ft) <br />RoofDL 'w' <br />(ft) <br />FloorDL 'w' <br />(ft) <br />OtherDL <br />'w' (plf) <br />Tension <br />From <br />Above <br />(lb) <br />Wall <br />Type Sill Type <br />Holdown <br />Strap <br />HD <br />Capacity <br />(Stem/floor <br />config) <br />OTM <br />(wind, <br />seismic) <br />(ft-lb) <br />(0.6- <br />.2SDs) <br />*RM <br />(ft-lb) <br />Aspect <br />Ratio <br />Aspect <br />Ratio <br />Reduc. <br />Seis. <br />Shear <br />(plf) <br />Seis. <br />Wall Cap. <br />(plf) <br />Wind <br />Shear (plf) <br />Wind Wall <br />Cap. (plf) <br />Sill Plate <br />Cap. (plf) <br />Tension <br />(lb) <br />HD <br />Capacity <br />Max <br />Shear- <br />Wall Δ <br />1.0E (in) <br />10.5 P1 S1 DTT2Z 20941 4133 0.86 1.00 222 260 159 365 372 1601 1825 1.50 <br />Add'l Comments:Max:1.50 <br />LINE: 2 1ST STORY <br />Load Trib w (ft) E.Z. Appl* Span (ft) Line %Location 0.7E (lbs)0.6W (lbs)ρ*Seis Wind E.Z. Wind 2a (ft) E.Z. P (lb) Drag (ft) (Not Applicable) <br />ω1 15.25 Both 30.5 1.00 Offset 93.7 67.2 67.2 6.1 17.25 83 <br />1.00 Offset 17.25 <br />1.00 Above <br />Plate h (ft)= 9 Total 1429 1025 Include Ω for irregularities (above)?No 59 <br />Max opening height (ft)= <br />Apply aspect ratio reduction? Yes 33% Perforated SW? No Shear Length (ft)= Story V (K)= 4653 <br />Opening elevation Force Transfer @ Openings? No Wall DL (psf)= 18 Max allow. drift (in) 2.16 <br />Shear- <br />Wall <br />Length <br />(ft) <br />RoofDL 'w' <br />(ft) <br />FloorDL 'w' <br />(ft) <br />OtherDL <br />'w' (plf) <br />Tension <br />From <br />Above <br />(lb) <br />Wall <br />Type Sill Type <br />Holdown <br />Strap <br />HD <br />Capacity <br />(Stem/floor <br />config) <br />OTM <br />(wind, <br />seismic) <br />(ft-lb) <br />(0.6- <br />.2SDs) <br />*RM <br />(ft-lb) <br />Aspect <br />Ratio <br />Aspect <br />Ratio <br />Reduc. <br />Seis. <br />Shear <br />(plf) <br />Seis. <br />Wall Cap. <br />(plf) <br />Wind <br />Shear (plf) <br />Wind Wall <br />Cap. (plf) <br />Sill Plate <br />Cap. (plf) <br />Tension <br />(lb) <br />HD <br />Capacity <br />Max <br />Shear- <br />Wall Δ <br />1.0E (in) <br />Add'l Comments:See attached Hardy Frame Max: <br />LINE: A 1ST STORY <br />Load Trib w (ft) E.Z. Appl* Span (ft) Line %Location 0.7E (lbs)0.6W (lbs)ρ*Seis Wind E.Z. Wind 2a (ft) E.Z. P (lb) Drag (ft) (Not Applicable) <br />ω2 13.5 Both 27 1.00 Offset 172.4 67.2 67.2 6 17.25 135 <br />1.00 Offset 17.25 <br />1.00 Above <br />Plate h (ft)= 9 Total 2327 907 Include Ω for irregularities (above)?No 53 <br />Max opening height (ft)= <br />Apply aspect ratio reduction? Yes 33% Perforated SW? No Shear Length (ft)= 12 Story V (K)= 4653 <br />Opening elevation Force Transfer @ Openings? No Wall DL (psf)= 18 Max allow. drift (in) 2.16 <br />Shear- <br />Wall <br />Length <br />(ft) <br />RoofDL 'w' <br />(ft) <br />FloorDL 'w' <br />(ft) <br />OtherDL <br />'w' (plf) <br />Tension <br />From <br />Above <br />(lb) <br />Wall <br />Type Sill Type <br />Holdown <br />Strap <br />HD <br />Capacity <br />(Stem/floor <br />config) <br />OTM <br />(wind, <br />seismic) <br />(ft-lb) <br />(0.6- <br />.2SDs) <br />*RM <br />(ft-lb) <br />Aspect <br />Ratio <br />Aspect <br />Ratio <br />Reduc. <br />Seis. <br />Shear <br />(plf) <br />Seis. <br />Wall Cap. <br />(plf) <br />Wind <br />Shear (plf) <br />Wind Wall <br />Cap. (plf) <br />Sill Plate <br />Cap. (plf) <br />Tension <br />(lb) <br />HD <br />Capacity <br />Max <br />Shear- <br />Wall Δ <br />1.0E (in) <br />12 P1 S1 DTT2Z 20941 5398 0.75 1.00 194 260 76 365 372 1295 1825 1.25 <br />Add'l Comments:See attached Hardy Frame Calcs - HFX-24x9 STD Max:1.25 <br />Perf/FTAO Wall Info <br />Seis (Load vs. Allow.) <br />166 <br />Wind (Load vs. Allow.) <br />232 <br />Timber Framed Shearwall Calculations <br />Line Loads (plf) Loads from above Actual Applied Loads (plf unless noted otherwise) Diaphragm Shear (plf) <br />Timber Framed Shearwall Calculations <br />Perf/FTAO Wall Info <br />Seis (Load vs. Allow.) <br />166 <br />Wind (Load vs. Allow.) <br />232 <br />Line Loads (plf) Loads from above Actual Applied Loads (plf unless noted otherwise) Diaphragm Shear (plf) <br />Perf/FTAO Wall Info <br />Seis (Load vs. Allow.) <br />166 <br />Wind (Load vs. Allow.) <br />232 <br />Timber Framed Shearwall Calculations <br />Line Loads (plf) Loads from above Actual Applied Loads (plf unless noted otherwise) Diaphragm Shear (plf) <br />Perf/FTAO Wall Info <br />166 <br />Seis (Load vs. Allow.) <br />Loads from above <br />Timber Framed Shearwall Calculations <br />Line Loads (plf) <br />232 <br />Wind (Load vs. Allow.) <br />Actual Applied Loads (plf unless noted otherwise) Diaphragm Shear (plf) <br />Page 17AllX ENG <br />DESIGN & ENGINEERING <br />AllX ENG <br />DESIGN & ENGINEERING
The URL can be used to link to this page
Your browser does not support the video tag.