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<br /> MODEL 288 SMARTJACK® SYSTEM IIsi AYA=I=i
<br /> ENGINEERING
<br /> COMPANY
<br /> Typical Crawl Space Detail Detail Variations 21907 64TH AVE W,SUITE 140
<br /> ,I ' I MOUNTTELLAKE TERRACE2 ,WA 266 98043
<br /> 1, ,li Il �\\\ p\i
<br /> FAX:425-640-5665
<br /> HULETT RESIDENCE
<br /> i Jr EVERETT, WA
<br /> Existing Floor Joists
<br /> Supplemental Girder Top Plate PowerBrace'M(S4)Beam THIS DRAWING IS THE PROPERTY OF
<br /> (Varies)
<br /> (SJ288TP) (Continuous over support) 01"All Thread Rod
<br /> TOWER ENGINEERING COMPANY AND IS
<br /> \(SJ100ATR) TRANSMITTED IN CONFIDENCE.THE
<br /> 01.00"All Thread Rod Threaded S4 Top Plate REPRODUCTION,USE OR DISCLOSURE,IN
<br /> (SJ100ATR) Insert (SJ288TPS4) Threaded Insert WHOLE OR IN PART,OF THE DESIGN AND
<br /> Must be fully engaged (SJ288TI) -----4-- (SJ288TI) DETAILS CONTAINED HEREIN IS PROHIBITEC
<br /> ..6 through the thickness of yl I WITHOUT THE PRIOR WRITTEN PERMISSION
<br /> .gOF TOWER ENGINEERING COMPANY.
<br /> = the threaded Insert "Bolts Nr, if l(--Beam Splice
<br /> Bracket-Top
<br /> E 02.88"Tube w/Nuts (SJTBTS4)
<br /> • Field Cut to Length
<br /> 0 (SJ288T36,SJ288T60, III t ��tt c
<br /> or SJ286T84) �A\ O LWASp1,'�Gn
<br /> Cast Aluminum Base Jr + CO `r�1' TL
<br /> (SJAFTG) PowerBrace^"Butt Joint mu Beam Splice aC ti!~ ^'17 Jim
<br /> 20 mil x 16"Square (Direct Contact within Bracket-Bottom Co, f '' • 0.
<br /> Inert Membrane(If requried) 1.00"of Bracket Center) — (SJ288TBBS4)
<br /> �f_ Threaded Insert 01"All-Thread Rod !'
<br /> \/\\//\//\\//\\//\//\���{i !ti 1, �r� (SJ288T1) (SJ100ATR) ". �',f! 4 qtr
<br /> \/\/\�\/\/\/\/ 4 ►.; 440. vr- \\/\\ DETAIL SCALE: i ,r / �'�
<br /> //\\/j\\//,\,/\/J\/\\//\\/ *tAr.,....... Jam` / /r,,.
<br /> v\/\/ /\\/\j\/\/ .40egefe'i� ,// Bottom Precast Bottom NTS
<br /> Cd � �
<br /> /\//\//\//\//\//\//\/ !!'4R � .at ,;�,/,,..//\ Plate . Concrete '
<br /> \-/ //\�/\\//\\j/\/>> •.rormi�Arum j�/\ ( ) Footin Plate ►1, 1{�
<br /> �u . 4 r r SJ288BP , •
<br /> //NY \�\/\/" iiirOa fit•� H /\�� 9 (SJ288BP)
<br /> •
<br /> \y/\/ Existing,/\\/\ 404,040440-490$0141 "7"\\\ . /y
<br /> ? ' / r CIP'Footm
<br /> /Soil >/\ \ .4Use"..c IIRr . Y\ / t' \` 9
<br /> \//\//� v///\\//�\// ,�,f���,.0101. `AIWAis r >,//\. 24.1i s. / //� (design.by others) 111111
<br /> > /j\\��\ ,\Well-Compacted\ \ Crushed Stone\' '< ' t' te i+ %i �� `',101114114\,
<br /> \y / /\ \\/ \ *�r r r y;/ r Crushed Stone
<br /> '/\‘// / / / or Recycled Concrete>, -",°
<br /> j �►' 8 7-19 PERMIT RESPONSE
<br /> j\\\\ /\"\\\\\\' by Contractor,,,,,\•$, �\ ,� ' Pushed Stone \\/ `or Recycled Concrete + fo
<br /> /\\%\\'/\\//\f\//\N Typically 2'-0"SQ.x 2'-0"DP. \r to, �eoycled Co cret "^ /j (if_ required) 1/2"PLYWOOD,ES,W%(12) (E)GIRDER A 6-25-19 PERMIT SET
<br /> //>//i///////fi//VAY/VA//i//i//Y A)//i7/r/`/ice '�i 4 '' %"%it'4.VIINVI.ft.1,3. , 10d NAILS,HALF IN POST PER PLAN
<br /> AND HALF IN GIRDER. e REV DATE DESCRIPTION
<br /> SEE NOTE 1IN
<br /> (N)6x6 PREPARED BY
<br /> PT POST
<br /> Allowable Capacity DET 8-7-19
<br /> ANCHOR POST TO FOOTING W/
<br /> CAST-IN-PLACE OR POST-INSTALLED O
<br /> The allowable system compression capacity of the assembled 288 SmartJack"system is limited to the least value COLUMN BASE(SIMPSONR L PT, CHECKED BY
<br /> Y P P tY Y RPBZ,OR EQUIVALENT) °
<br /> of the component capacities used in the system assembly.The component capacities are listed below in the O (N)FOOTING,PRECAST KKB 8-7-19
<br /> OR CAST-IN-PLACE
<br /> Technical Specifications section.
<br /> ENGINEER REVIEW
<br /> #4 BARS @ 12" i i
<br /> The allowable load applied to the SmartJack`system maybe limited bythe bearingcapacity of the existingsoil. o.0 F�4 WAY
<br /> pp y p tY i Z INTERIOR KKB 8-7-19
<br /> The well-compacted crushed stone or recycled concrete base is a proven method to increase support for the GRADE
<br /> PROJECT NUMBER
<br /> higher bearing pressure condition immediately below the cast aluminum base or the concrete footing,and then ih
<br /> \'�\// //\//\\/\\//\/\\///\ \\ 19001.20
<br /> 03/07;19 1
<br /> COMPETENT 1'-6"SQUARE,MIN
<br /> ©2017 Supportworks" Appendix 4A BEARING MATERIAL, �wm.– REPAIR
<br /> All Rights Reserved 305 SmartJack°Systems SEE NOTE 2 0 DETAILS
<br /> NOTES:
<br /> 1) CONTRACTOR MAY PROVIDE SIMPSON BC6 IN LIEU OF PLYWOOD CONNECTION.INSTALL BC6 PER ALL MANUFACTURERS RECOMMENDATIONS.
<br /> THE ACCEPTABILITY OF THE BEARING SURFACE TO SUPPORT THE PROPOSED SHALLOW FOUNDATIONS SHALL BE VERIFIED BY THE ENGINEER 1 S
<br /> SOURCE:SUPPORTWORKS TECHNICAL MANUAL,APPENDIX 4A,PAGE 305 OF RECORD.SEE STRUCTURAL GENERAL NOTES,SPECIAL INSPECTIONS FOR ADDITIONAL INFORMATION. 3-�_ 0
<br /> SCALE: SCALE:
<br /> SMART JACK SJ288-TYPICAL INSTALLATION DETAIL NTS 4 POST REPLACEMENT 1°_1,0„ 2 4 OF 4 SHEETS
<br /> 0 - 1 ETT
<br /> REVIEWED FOR PERMIT
<br />
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