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1430 E Edinger Ave-REV 1 - Plan
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1430 E Edinger Ave-REV 1 - Plan
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Entry Properties
Last modified
2/24/2026 5:02:00 AM
Creation date
2/24/2026 5:00:43 AM
Metadata
Fields
Template:
Plan
Permit Number
20183198
20186203
30147418
30148982
40139225
40140476
101119781
101119782
Full Address
1430 E Edinger Ave
Street Number
1430
Street Direction
E
Street Name
Edinger
Street Suffix
Ave
Document Relationships
101119781 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
101119782 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
20183198 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
20186203 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
30147418 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
30148982 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
40139225 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
40140476 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
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ID:
1
Creator:
Import Agent
Created:
2/24/2026 5:01 AM
Modified:
2/12/2026 8:08 AM
Text:
PER ASCE 7-16: Guardrail shall support 200# lateral load or 50 plf distributed load. Moment due to point load (Max. Spacing @48" O.C.) Mn = 200# x (48") = 9600 #.in Pull out load on 1 lag screw: T = (Mn / 4.5") / 2 = 1067# < 1153# --> Allowable withdraw force per (1) 3/8" x 7 lag screw = 1153# Use min. (4) 3/8" lag screw w/Min. 7" embedment as shown ---> See following sheet for justification of anchor capacity against pullout
ID:
2
Creator:
Import Agent
Created:
2/24/2026 5:01 AM
Modified:
2/12/2026 8:08 AM
Text:
APPENDIX A
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CORE STRUCTURE, INC. <br />From the Ground Up! <br />Structural Engineering Design Services <br />1.5" SQ G.I. GUARDRAIL <br />VERTICAL POST @ 48" O.C. <br />BOLTED THROUGH PLYWOOD <br />& SOLID 4x BLK'G <br />w/(4) 3/8"Ø x 8" LENGTH <br />G.I. ANCHOR BOLTS <br />INTO SOLID BLK'G <br />G.I. CAP @ SQ VERT POST <br />PER ARCH. <br />ROOF <br />SHEATHING <br />6x BLK'G @ VERTICAL <br />MECH SCREEN POSTS <br />1x6 P.T.D.F. w/ S.S. RECESSED <br />TORX CREW HARDWARE <br />ROOF TRUSS <br />PER PLAN <br />1", <br />TYP. <br />1/4" STEEL PLATE <br />1/2", <br />TYP. <br />SOLID BLK'G <br />(4) 3/8"Ø x 8" LENGTH <br />G.I. ANCHOR BOLTS <br />INTO SOLID BLK'G <br />48 <br />1430 E Edinger Ave <br />3/27/2025
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