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10177791_2102 N. TUSTIN - Plan (2)
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10177791_2102 N. TUSTIN - Plan (2)
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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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CORNER RAFTER 8'-0" SETBACK MIl/SAC - 9 -8SB 20-18 3/31/2004 PAGE 1 <br />-MI da MINIMUM GRADE OF LUMBER <br />TOP CHORD:2X4 DF-G No. 1&BTR <br />BOT CHORD:2X6 DF-G SS <br />STR. INC.: LUMB = 1.15 PLATE = 1.15 <br />REPETITIVE STRESSES NOT USED <br />LOADING (PSF) <br />L D <br />TOP 20 18 <br />SPACING : 24.0 IN. O.C. <br />NO. OF MEMBERS = 1 <br />MiTek Industries, Inc. <br />Western.Division <br />NOTE: 1. ALL CONNECTIONS TO SUPPORTS BY OTHERS <br />2. Alt PLATES ARE MITEK MT20 <br />3-0-0 8'-0" SETBACK .EXTENSION - ··0.- ···+n·-- <br />1 SUPPORTS SHALL BE PROVIDED <br />ALONG EXTENSION @ 50-8" O.C. MAX <br />9 215 PLF <br />-¥···¥ 1-4 4 4 4 4 4 4 4 <br />iSPLICE MAY BE LOCATED <br />iANYWHERE IN THE <br />12 |EXTENSION <br />!3x10 splice- plates may be replaced2.83·· ·· 4.24 ·-·|with 22" 2x4 HF No.2 or btr. scab <br />-R-- Flo one face with.131x3 min. nails <br />i@ 3" o.c. 2 rows <br />3x8 r. ··.. <br />. 3x6 (TYP.) UNIFORMLY | <br />DISTRIBUTED <br />SUPPORT <br />6.1.·3x10.:· -. <br />--· - b 1/2"GAP MAXIMUM BETWEEN <br /> - SUPPORT AND END OF RAFTER <br />SLPPORT <br />. 2X6 DF-G SS <br />LENGTH OF HEEL PLATE iP (MIN. 4") <br />11-3-12 Nob#BIC'724*ov d\%\r /0.. NO. C074486 .4w \ EXP. 12-31··13 j <br />JACMb«9 <br />MAR 1 4 2013 <br /> 'WARNING · Vulj, disign pr.rantelers and READ ZVOTES ON THIS AND INCLUDED NOTSK REFERENCE PAGE 011-7473 BEFORE USE.! Design valid lor use only with Milek conneclon. This design h bosed oniy upon poramelers shown. and M tor on individua! building component.Appliccbmty of design paromenle's ond proper incorporolion ol componer,1 is responsibility of building designef - not ;russ designer. Brocing shown is for 10!eral suppon of individual web members only. Addi:ionci lemporary trocing loir.sure slcbility during consluction is theresponsibillity 0, ;heereclor. Addilional permoner,1 bracing 01 the overail s;ructure g :he responlibilily o! ;he building designer. For general guidance regardingi labrcation. quality cormot. slorage. denvery. efectior, and brocing. con.sull ANSIBPI ! Qualily Criteria, DSB+89 cand BCSI I Building ComponentSafely Informallon available from Truss Piate Inslitule. 583 D'Onofrio Drive. Modson. WI 53719. <br />! 7777 Greenback Lane --®!1 Suite 109 <br /> Citats Heights. CA. 9561r I <br />i MiTek® <br />L-*
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