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10177791_2102 N. TUSTIN - Plan (2)
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10177791_2102 N. TUSTIN - Plan (2)
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Entry Properties
Last modified
1/19/2026 3:33:39 AM
Creation date
10/25/2020 9:41:16 PM
Metadata
Fields
Template:
Plan
Permit Number
10177791
Full Address
2102 N Tustin Ave
Street Number
2102
Street Direction
N
Street Name
Tustin
Street Suffix
Ave
Fully Linked
True
Document Relationships
10177791 - Permit
(Permit - Plan)
Path:
\Building\Permits\T\Tustin Ave\2102 N Tustin Ave
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A##54- 1 Axial Engineering Group, Inc. <br /> 7251 Owensmouth Avenue <br />Suite 4 <br /> #I p: 818.902.0200j f. 818.902.0232 <br />/ - email: info@aeq-inc.net <br />iG.eneral *6.bt-ihgtit 71494>92:0 792.4 <br />R'466065>42,4, 44219{ytifilitttit?lit.;il)ifilll*fit )·lt HY-·i·' I ..Z S.. I.}SE'/5.... <br />inr, ·Main Pad #3 Descd@ <br />Title : CATALINA Job # 212-013 <br />Engineer: LQ <br />Project Desc.: PROPOSED NEW OFFICE BUILDING <br />Printed: 25 OCT 2012, 1:46PM <br />. . ··'. .:i.,·r: '-, '?22.···?".'.-:2---2...5 .= ' ..Mile:'X:\2012-P@6'jECTS\212{013 Catalini\CalaiGatalina:e397 <br />1 52:i-U uy· · 1· .4-·.x.., .c.ENERCALC, INC·.:1983:2012,Build:6.12.9.26;.Ve-r:6.12.9.2661,1,(131*»Liti.$34.24€#*44310*i: Lideh'sedl.·AXIAL.ENGINEERING·GROUP,til!12 <br />F'6RZ-*4#hear'j.2-7> ·· ··:'·<:.. i.- . : . . --3-I-: ri-C'.I <br />Load Combination...VU @ -X VU @ +X VU @ -Z VU @ +Z Vu:Max Phi Vn Vu / Phi*Vn Status <br />+1.200+1.60L+0.50S+1.60H 3.411 osi 3.411 Dsi 3.411 Dsi 3.411 osi 3.411 Dsi 93.113 osi 0.03663 <br />+1.20D+1.60Lr,0.50L 6.305 Dsi 6.305 osi 6.305 Dsi 6.305 osi 6.305 osi 93.113 Dsi 0.06771 <br />+1.20D+1.60Lr+0.80W 6.305 Dsi 6.305 osi 6.305 osi 6.305 osi 6.305 osi 93.113 Dsi 0.06771 <br />+1.200+0.50[+1.60S 3.411 Dsi 3.411 osi 3.411 osi 3.411 osi 3.411 osi 93.113 osi 0.03663 <br />+1.20[)+1.60S+0.80W 3.411 Dsi 3.411 Dsi 3.411 Dsi 3.411 Dsi 3.411 Dsi 93.113 osi 0.03663 <br />+1.20D+0.50Lr+0.50L+1.60W 4.315 osi 4.315 Dsi 4.315 DSi 4.315 osi 4.315 osi 93.113 osi 0.04634 <br />+1.200+0.50L+0.50S+1.60W 3.411 osi 3.411 Dsi 3.411 Dsi 3.411 Dsi 3.411 osi 93.113 osi 0.03663 <br />+1.20D+{).50L+0.20S+E 3.411 osi 3.411 osi 3.411 osi 3.411 osi 3.411 Dsi 93.113 Dsi 0.03663 <br />+0.900+1.60W+1.60H 2.558 Dsi 2.558 osi 2.558 osi 2.558 osi 2.558 Dsi 93.113 osi 0.02747 <br />+0.®D+E+1.60.8 2.558 Dsi 2.558 Dsi 2.558 osi 2.558 osi 2.558 osi 93.113 osi 0.02747 <br />[7unching Shear All units k <br />Load Combination...VU Phi*Vn Vu / Phi*Vn Status <br />+1.40D .15.407 osi 186.226 osi 0.08273 OK <br />+1.200+0.500+1.60L+1.60H 16.707 osi 186.226osi 0.08972 OK <br />+1.20D+1.60L+0.50S+1.60H 13.206 osi 186.226 osi 0.07091 OK <br />+1.20[)+1.60Lr-,O.50L 24.411 osi 186.226 Dsi 0.1311 OK <br />+1.20[)+1.60Lr+0.80W 24.411 osi 186.226 osi 0.1311 OK <br />+1.20D+0.50L+1.60S 13.206· osi 186.226 osi 0.07091 OK <br />+1.20D+1.60S+0.80W 13.206 osi 186.226Dsi 0.07091 OK <br />+1.20D+O.50Lr-+O.50L+1.60W 16.707 osi 186.226osi 0.08972 OK <br />+1.20D+0.50L+0.50S+1.60W 13.206.Dsi 186.226psi 0.07091 OK <br />+1.20D+0.50L+0.20S+E *13.206 osi 186.226osi 0.07091 OK <br />+O.90[)+1.60W+1.60H 9.904 osi.186.226osi 0.05318 OK <br />+O.900+E+1.60H 9.904 osi 186.226Dsi 0.05318 OK
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