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Home My WebLink About2021-02-23 Suplemental Interior Foundation Bracing Support Julie Hultman Pi ' 3t-OJ lnG "fug-ndcdler't &CcCui From: Julie Hultman Sent: Tuesday, February 23, 2021 3:14 PM To: 'Susan Wagner' Subject: RE: Project Information: 14416 55th Street North, Stillwater Thank you. No, I will not require a permit; however, will place this information in the resident property file. Of note, the photos show that the basement has had some remodeling done to finish it, including what looks like paneling on the ceiling. No permit are found on file for this area to have ever been finished or egress windows placed.. It should not be used as a sleeping room and wood application to the ceiling is not Code compliant. If you would be so kind as to have your crew provide follow up photos it would be appreciated. Take Care, Julie Cilj ().1.) From: Susan Wagner<swagner@teaminnovative.com> I _ Sent:Tuesday, February 23, 2021 1:32 PM v, To:Julie Hultman <jhultman@cityofoakparkheights.com> Subject: Project Information: 14416 55th Street North, Stillwater Thank you for taking my call Julie. As discussed, attached please find the information related to our project at the residence referenced above. Should you have any questions or need additional information feel free to contact me as I am happy to be of assistance. Susan Susan Wagner . t---1,- ,,� www.innovativeBasementAuthorq..com s-,'.PP` (:It'y,MN ..6 Office 32' 227483O EXT 31454 1 It City of Oak Park Heights 14168 Oak Park Blvd. N., Oak Park Heights, MN 55082 Phone: (651)439.4439 Fax: (651)439.0574 BUILDING PERMIT APPLICATION Contractor: Innovative Basement Authority Applicants Name:Susan Wagner Address:1325 Frandsen Ave S City/ State /Zip:Rush City, MN 55069 Phone #:320-227-4830 Fax# State License #:BC765730 City License # Lead Certification #NAT-F216631-1 E-Mailswagner@teaminnovative.com Project Supervisor: Phone #: E-Mail Owner:Anne Delgado Address:14416 55th Street North City/ State/Zip:Stillwater, MN 55082 Phone Number: E-Mail CLASS OF WORK: New Addition Remodel Repair X Deck Demolition Brief Description of work: installation of supplemental interior foundation support braces in existing residence BUILDING INFORMATION: Type of Construction Occupancy Number of Stories Square Footage Calculations: 1st Story 2nd Story Basement Other Max. Occupant Load Fire Sprinklers Required? Yes/ No Sprinkled yes/ no Separate permits are required for electrical, plumbing, and heating. This permit becomes null and void if work or construction authorized has not commenced within 180 days,or if work is suspended or abandoned for a period of 180 days. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. Date:02/23/21 Applicant's Signature Project Address 14416 55th Street North Valuation $3,750 FOR OFFICIAL USE ONLY Building Permit $ Plan Review $ Surcharge $ SAC $ Meter $ Utility Inspections $ Investigation Fee $ Other Fees $ TOTAL PERMIT FEE $ LICENSE/CERTIFICATE/REGISTRATION DETAIL RESIDENTIAL Class Type: BLDG Number: BC765730 CONTRACTOR Application 477633 Status: ISSUED No: Expire Date: 3/31/2021 Effect 1/27/2020 Date: Orig Date: 1/27/2020 Print 2/3/2020 Date: Enforcement NO Action: Workplace N/A Experience: Name: GROUNDWORKS MINNESOTA LLC DBA INNOVATIVE BASEMENT AUTHORITY Address: 1741 CORPORATE LANDING PKWY 103 VIRGINIA BEACH , VA 23454 Phone: 320-629-3990 Business Relationship Requirements Name: JOHNSON, Lic/Reg No: QB142111 [View KEITH C license/registration] Status: ISSUED Application 268228 No: Expire Effect 3/31/2023 4/1/2021 Date: Date: Orig 4/20/2009 Date: Another Lookup? INTELLIBRACETM NOTES: 1.INTELLIBRACETM SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS,REFERENCE ATTACHED DETAILS. 2.SPACING OF INTELLIBRACETM SHALL BE AS INDICIATED ON PLAN U.N.O. PRODUCT LEGEND: 3.IF WALL IS MORE THAN 3.0"OUT OF PLUMB AND IS EITHER CONCRETE OR CMU,FOUNDATION WALL SHALL BE EXCAVATED DOWN TO THE FOOTING AND PUSHED BACK TO PLUMB POSITION PRIOR TO I INTELLIBRACETM INSTALLING INTELLIBRACE. 11 y1(0 ( 4) SL -)\( INNWATIVE BASEMENT AUTHORITY Existing Sump 1 3'-0"MAX (CORNERS TYP • Existing su p WoodBurn :r 11011111111 1200 Ft2 MAX 11011111111 • TYP I Intellibrace 7) 140 MEM I. 1 John Marciniak 320 438 9866 John.farciniak@teaminnovative.com Demo Wall FOUNDATION PLAN NOT TO SCALE N RES HAS PROVIDED A DESIGN BASED ON A PLAN DEVELOPED BY OTHERS AS SHOWN GRAYSCALED RES DOES NOT TAKE RESPONSIBILITY FOR THE ACCURACY OF ITEMS GRAYSCALED ON THIS DRAWINGS OR IF INSTALLATION DOES NOT MEET PRODUCT SPECIFICATIONS REVISION 0 ISSUED BS RESIDENTIAL ENGINEERING SERVICES, LLC PWWW.RES-KC.COM FOUNDATION PLAN 600 SW JEFFERSON SUITE 300 LEE'S SUMMIT,MO 64063 816-399-4901 ENGINEERING + DESIGN te: Siiiribv Iv r,= . e aj ...•E*;—11"'7 -,.... .. ... ei.i_i.... til•--- 1_. 1- ' _/ '' it ` ' iparL,-...7,:•-:-0,..:...; till i , ar,r_. ,r, . . . .,.. .0,, . t ._. , . ..., , . -., ,... f 10. _._ _ 4 s r �� LSEBI k.* +F 4^- .pp+� - .-.. -.''-----.-7-4---'::1;:-'2.--7t .,4a',47;',1-:'41:74:i.-.4-;-7--4,,:if-:?.;..-.'i7.,..i''..!:t.f4„-,;.----:-.:1,7i-,,,',...„.i,,,,--:,,,:--;'„i'w3,,,-.,71,'-i,ii;:-:-.'„--,',0t--,----'4'--'-•.--:--•--''- -,-';', .... ... ....... . ,. . --• .,, ,,- , --Z_• ,..' -.. .. .;7 TIP ..-. , --, 1 2-,_, - - - -' pfo, _ .... , .-, .....:,_„.. ...,....„.„ ..,,,,.. .... ...._,_.,____. ,. ... ................ :.___ ._,.....,......., . ,:. •- -„.: - . - - . ,,,,,, -...___'..,:....t. ... , ,.-=-2,-,--,,--.;,,,,,„;,-A;•,•-,,-....--.,_ „-_,.__ - I - - -- -'- - - -- - - t . ....-t t - . I 4' i...-4 . _. ... .,. . . . ,4 . - .-- , ;:ki, - C 7 -• ' ,,,,,,i„,„_ .•. . / -.,.... _, . . . •- -. ,-•<,... - - . ', RES ENGINEERING + DESIGN February 23, 2021 Innovative Basement Authority 1325 S Frandsen Ave Rush City, MN 55069 RE: Foundation repair for 14416 55th Street, Stillwater MN 55082 Existing structure is a one-story wood framed structure on CMU foundation. Based on an assessment provided by Innovative Basement Authority ("IBA"), the structure is experiencing bowing walls in the foundation that is greater than what is considered normal for the age of the structure. IBA has recommended INTELLIBRACE to stabilize the foundation. Residential Engineering Services, LLC ("RES") has reviewed the data provided by IBA and RES has verified that the proposed products are adequate per the manufacturers requirements for the loads applied. Attachment Contents Page 1 Foundation Plan Page 2 Product Detail Page 3-6 Calculations Page 7-12 Product Specifications This report and other work by RES and Engineer of Record ("EOR") were performed pursuant to a contract with Innovative Basement Authority and are intended for its use only. This report, and related information if any, to you is not intended to create a relationship between property owner and RES or EOR, contractual or otherwise, and is not intended to create any duties, guarantees, or warranties (express or implied) to property owner by RES or EOR. This report relies upon, and is dependent upon, the accuracy of information provided by IBA and the analysis in this report is limited to the information provided. This report is limited to the products themselves and only address the structural issue as diagnosed and presented by IBA. RES did not diagnose the home and is not responsible for a misdiagnosis provided by IBA. Sincerely, 34,4j I hereby certify that this plan,specification,or report was Blake Shadid, PE prepared by me or under mn direct super\ision and that I am a duly Licensed Professional Engineer under the laws of the state of Jiinnesk ' Y — �"'""'"1 Signature:Typed or Printed Name: Blake Shadid Date: /'2-5/a License Number: 57986 WWW.RES-KC.COM tr 600 SW JEFFERSON STREET, #300 w LEE'S SUMMIT, MO 64063 816.399.4901 IB-HK OR IB-PARA LOCKING BOLT VOTE A: IB-JMB JOIST MOUNTING BRACKET ADD BLOCKING BETWEEN EXISTING JOISTS FOR 3 BAYS.BLOCKING EXISTING 2X6±JOIST(TVP.) MUST BE 2X"DEPTH TO MATCH EXISTING."BLOCKING SHALL BE 3ONNECTED AT EACH END TO EXISTING JOIST WITH APPROPRIATE =ASTENERS TO SECURE BLOCKING IN PLACE. ^Z NAX LATERAL SOIL PRESSURE SHALL BE 60 PCF �µ G IB-LPB LOAD tl -1_ I r ••POSITIONING BRACKET o BLOCKING-NOTE A(TVP.) 44444444+ ++++++++�• GROUT ANY SPACE +44+44+44+44+ BETWEEN WALL EXISTING WALL +++++44+++ AND BRACE 4444++++ S4X7.7 OR W4X13 BRACE ♦4444++• +++++++++ (SEE CALCULATIONS) ++++++++ 2-3/4"�EXPANSION ANCHORS- ++++++++44 EACH SIDE OF BRACE OR EMBED +++++++++ BRACE AND FILL VOIDS WITH +++++4444++ ++++++++++ CONCRETE +++++++++ IB-BP BASE PLATE OR IB-EBP BASE PLATE 44+44++++++ OR EMBED BRACE AND FILL VOIDS WITH +++++++++ CONCRETE OR IB-FT FLOW TUBE BASE EXISTING FOOTING 44+44++++++ PLATE WHEN BASEMENT GUTTER IS 44+44+44+44+44, INSTALLED 4444444444 EXISTING 4'+SLAB ON GRADE 4444+♦ • +44+44+44+44+ r� •.t.� •. • +44+44+44+44+ r . 44+44+44+44+44 • .s .. ..: - • • OOi+i 11144 •'a i=lel=1•�l . 1 IntelliBrace Vertical steel 1-Beam Brace for the support of cracked and bowing basement walls. Spacing requirements are based on the height of the masonry or concrete basement calls,and the height of the earth fill against the%%all. IB-JMB Joist Mounting Bracket IB-HK(8"long)or IB-PARA(14"long)Locking Bolt x 6"x 8"ASTM A36 mounting plate vith 0.375"formed I"diameter ASTM F1554-55 bolt with tack welded heavy hex nut. A36 engagement bracket and 0.25"form cut A36 cross brace. Yield strength 55 ksi(min) Clear Zinc Electroplated to ASTM 13653 Type 5 Class FeZn 5. Tensile strength 75 ksi(min) Mounting plate has four 0.79"DIA holes for bolting to Wood Clear Zinc Electroplated to ASTM 13653 Type 5 Class FeZn 5. joists with(4) 3:4"diameter ASTM A307 bolts with washers Locking bolts are used with 1B-1MB and IB-LPB as part of the and nuts. assembly to mechanically fasten the top of the S4 Beam to the wood framed floor. W4x13 Vertical Steel I-Beam IB-LPB Load Positioning Bracket 4.16"Tall x 4.06"wide,steel 1V shape(1-beam).ASTM A992, thick ASTM A36 formed bracket,shaped to fit around the available 120"and 144"long,and ma} be field cut to length. flange of the Vertical Steel I-Beam,and with welded I"diameter Yield Strength 50 ksi(min) schedule 40 pipe x I"long to receive Threaded Locking Bolt. Tensile strength 65 ksi(min) Clear Zinc Electroplated to ASTM 13653 Type 5 Class FeZn 5. Clear Zinc Electroplated to ASTM 8653 Type 5 Class FeZn 5. IB-BP Base Plate 1B-EBP Base Plate 5 16"THK x 4.731"x 1.585"x 6.00"long bent ASTM A36 5 16"TI-IK x 6.881"x 1.585"x 6.00"long ASTM A36 Plate with Plate a ith two 0.80"holes,and two I"x I"x 0.25"thick two 0.80"holes,two I"x I"x 0.25"thick x 2.00"beam clip angles X 2.00"beam clip angles welded to plate. Clear Zinc welded to plate,and one I"x I"x 0.25"x 5.00 long beam clip Electroplated to ASTM 13653 Type 5 Class FeZn 5. Plate is welded to plate. . Clear Zinc Electroplated to ASTM B653 Type 5 bolted to concrete slab,or footing projection,with 3/4"diameter Class FeZn 5. Base Plate is bolted to concrete slab,or footing x 2.5"long sleeve type expansion bolts. projection,with'/,"diameter x 2.5"long sleeve type expansion bolts. IB-FT Flow Tube Base Plate ASTM A500.Grade 13.1-ISS 4 x 2 x 0.250 with(4)oval shaped.laser cut holes.. Clear Zinc Electroplated to ASTM 13653 Type 5 Class FeZn 5. Tube is mounted between the IB- BP Base Plate and the top of the footing projection when Basement Gutter'sub-drainage is installed. REVISION 0 ISSUED BS RESIDENTIAL ENGINEERING SERVICES,LLC IWWW.RES-KC.COM B _ _ INTELLIBRACE 600 SW JEFFERSON SUITE 300 LEE'S SUMMIT,MO 64063 RES 816-399-4901 - - - ENGINEERING + DESIGN INTELLIBRACE CALCULATIONSS-Shape Beam Section Properties Note:Max spacing shall not exceed 72"for concrete Fy(ksi) 50 RES Max spacing shall not exceed 48"for CMU and stacked stone E(ksi) 29000 Ix(in4) 6.05 Z,(in^3) 3.50 A„(in^2) 0.48 L,(in) 0.19 ENGINEERING + DESIGN T(in) 2.50 INPUT INFORMATION INTELLIBRACE Member 54X7.7 Unit Equation Wall Properties Brace Spacing,Sb 72 in --- fr(psi) 2500 Concrete yield strength Height of Backfill,H g s 6 ft d(in) 8 wall thickness(cont&CMU Height of Wall,H,^, 7 ft Allow.flexural tensile stress Brace Height,I-mod 7.17 ft Hw+2/12 MSJCTable 2.2.3.2 Angle of internal friction,4s 30 Fb(psi) 19 for parralel to bed joists Equivalent Soil Fluid Density,y 60 pcf --- running bond,ungrouted LOADING INFORMATION (most conservative) Total Earth Pressure per brace @top 0 plf y`(Sb/12)`0 Section Modulus Total Earth Pressure per brace @bottom,w 2160 plf y*(Sb/12)*Hs S.(in'/ft) 81 NCMA TEK Section Prop Eqv Force @ e 6480 lbs 1/2*H,*w 8"ungrouted hollow walls a 1.17 ft Imod-Hs ps,,,,, 0.75 Stone Friction Coeff. e 2.00 ft Lmod-a-(2*Hs/3) wrs,,,,,(pcf) 168 Weight of stone wall RA 1808 lbs (Eqv Force @ e)`e/ Lmad 4,oz..0 lin) 16 min stone wall thickness Re 4672 lbs (Eqv Force @ e)-RA Dl+,,,(PO) 10 Floor DL SHEAR ANALYSIS Dw,,,,,,,s,OW) 15 Roof+Joist DL Vmax 4672 lbs (w*H,/2)*(1-e/Ln,od) DLw,,(Psf) 15 Wall Dl Vn 14475 lbs 0.6*Fy*Aw*1000 trib,,,(ft) 5 Min trib Width .P 0.9 --- --- H,,,,,,,,,,^(ft) 8 Min wall height 4)Vn 13028 lbs itVn Shear Ratio 35.9% --- Vmax/4Vn*100 - L Shear Check OK --- OK if less than 100% A -e--+,-1...A4 _..,,h. we [— MOMENT ANALYSIS Mmax 5933 lb-ft RA`(a+2/3*Hs*sgrt(e/Lmoa)) ' ."-1 L_ AB Mn 14583 lb-ft Fy*Zx*1000/12 LOAD �( 4Mn 13125 lb-ft 4>Mo "Al1 ve Shear Ratio 45.2% --- rl)Mn/Mmax SHEAR Shear Check OK --- OK if less than 100% I— MAX DEFLECTION CHECK Mm„, x 3.78 ft Loc w/Max Allowable Defl MOMENT ex -0.299 in See equation in Figure L/240 -0.359 in Lmod*12/240 Centroid: e=L-a-ab Deflection Ratio 83.3% --- ex/(Lmoo/240)*100 3 Deflection Check OK --- OK if less than 100% WALL CHECKS l 4Vconcrete 7200 lbs/ft 4*2*1,*sgrt(fe')*bpd ,y pa =RA(a+3b L) Concrete Check OK --- OK if 4lVconcrete>Vmax McMu 1440 in-lbs/ft y*(min(Sb,48)/12)2*(12"/ft)/8 @ x=a+b 4 fb 17.778 psi McMu/Sn Masonry Check OK --- OK if fb<Fb WTFON 6272 lbs WTstone*tstonewall/12*min(Sb,48)/12*Hw y cob (es�,_L,J_ o�ixe, 12EJL i ]06 L WTHOUSE 980 lbs (DLFloor+DLgoof loists)`(Trjbwin)*min(Sb,48)/12+DLwall*(Hwall,min)*min(Sb,48)/12 l"fj FRESISr 5439 lbs I2`(WTFDN+WrHousE) .6(c n JS b)l)g <.t5 d Stacked Stone Check OK --- OK if FREssr>Vmax ��1JJJ BOLT AND ANCHOR CHECK Capacity of 3/4"Thru-bolts 3480 lbs Bolt Check OK --- OK if greater than RA Capacity of anchor bolt into conc.slab 2600 lbs --- 4Vconcrete 7200 lbs --- Anchor Check OK --- OK if greater than R5 Website With Equations httos://www.engineersedge.com/beam bending/beam bending32.htm Steel Beam Lic.#:KW-06011216 Residential Engineering Services,LLC DESCRIPTION S4X7.7 INTELLIBRACE CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis MethoAllowable Strength Design Fy: Steel Yield 50.0 ksi Beam Bracing Beam is Fully Braced against lateral-torsional buckling E: Modulus : 29,000.0 ksi Bending Axis : Major Axis Bending o A H(2.16.0)illik S4x7.7 Span=7.170ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Load for Span Number 1 Varying Uniform Load : H=2.160->0.0 k/ft, Extent=0.0--»6.0 ft, Trib Width= 1.0 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.679: 1 Maximum Shear Stress Ratio= 0.303 : 1 Section used for this span S4x7.7 Section used for this span S4x7.7 Ma:Applied 5.933 k-ft Va:Applied 4.672 k Mn/Omega:Allowable 8.733 k-ft Vn/Omega:Allowable 15.440 k Load Combination H Only Load Combination H Only Location of maximum on span 2.827ft Location of maximum on span 0.000 ft Span#where maximum occurs Span# 1 Span#where maximum occurs Span# 1 Maximum Deflection Max Downward Transient Deflection 0.000 in Ratio= 0<360 Max Upward Transient Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.300 in Ratio= 287 >=240. Max Upward Total Deflection 0.000 in Ratio= 0 <240.0 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega H Only Dsgn. L= 7.17 ft 1 0.679 0.303 5.93 5.93 14.58 8.73 1.00 1.00 4.67 23.16 15.44 +0.60H Dsgn.L= 7.17 ft 1 0.408 0.182 3.56 3.56 14.58 8.73 1.00 1.00 2.80 23.16 15.44 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span H Only 1 0.3003 3.401 0.0000 0.000 Vertical Reactions Support notation:Far left is#' Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 4.672 1.808 Overall MINimum 2.803 1.085 H Only 4.672 1.808 +0.60H 2.803 1.085 Steel Beam Lic.#:KW-06011216 Residential Engineering Services,LLC DESCRIPTIO S4X7.7 INTELLIBRACE 6.1 45 L I L C 15 ., MEMBER-• > 068 139 2,11 283 354 426 498 5,67 639 711 Cistance 1 HOnly 1+1:1.66H 4,8 3.1 - 1.5 L tn •13 068 139 211 283 354 426 498 5.67 639 7.11 Dstal,oe(ft) 1 HOnly 1+b,66H Steel Beam Lic.#:KW-06011216 Residential Engineering Services,LLC DESCRIPTIO S4X7.7 INTELLIBRACE c •015 lu •0.23 •031 0,68 137 2,07 277 3,46 416 436 550 625 694 Dunce(ft) I H4t I+6.66H „lePROJECT: Tritelli.Brace An.aIvsi-s PROJECT NO.: 19.232 SUBJECT: Details CLIENT .TES SPEIGHT DES.BY: AATW DATE : 10/21/2019 KARSNALL CK'D BY: DWS - SHEET NO. 15 FRANCIS NOTE A ADD BLOCKING BETWEEN EXISTING JOISTS FOR 3 BAYS BLOCKING MUST BE 2x'DEPTH TO MATCH EXISTING. CONNECT BLOCKING TO EXISTING JOIST WITH SIMPSON HL53 ANGLE (OR EQUIVALENT)AT EACH END OF BLOCKING. IB-HK OR IB-PARA LOCKING BOLT IB-JMB JOIST MOUNTING BRACKET EXISTING 2x8±JOIST(TYP) MS IB-LPB LOAD POSiliONING BRACKET --- BLOCKING-NOTE A(fYP.) EXISTING WALL 54x7.7 BRACE 2-314"0 EXPANSION ANCHORS 1 EACH SIDE OF BRACE IB-BP OR IB-EBP BASE PLATE (—EXISTING 4"±SLAB-ON-GRADE EXISTING FOOTING "� C •��I I • TYPICAL JOISTS PARALLEL TO WALL SECTION NOT TO SCALE IntelliBrace --- S4 INDEPENDENCE IMG MATERIALS GROUP Product Specifications IntelliBrace Vertical steel I-Beam Brace for the support of cracked and bowing basement walls. Spacing requirements are based on the height of the masonry or concrete basement walls,and the height of the earth 1111 against the wall. Calculations have been performed for the various combinations if wall height,fill height,and a chart is provided to indicate the minimum spacing for each of the combinations. IB-JMB Joist Mounting Bracket IB-HK(8" long)or IB-PARA(14"long)Locking Bolt i."x 6"x 8"ASTM A36 mounting plate with 0.375"formed 1"diameter ASTM F1554-55 bolt with tack melded heavy hex nut. A36 engagement bracket and 0.25"form cut A36 cross brace. Yield strength 55 ksi(min) Clear Zinc Electroplated to ASTM B653 Type 5 Class FeZn 5. Tensile strength=75 ksi(min) Mounting plate has four 0.79"DIA holes for bolting to wood Clear Zinc Electroplated to ASTM 13653 Type 5 Class FcZn 5. joists with(4)-314"diameter ASTM A307 bolts with washers Locking bolts are used with IB-JMB and IB-LPB as part of the and nuts. assembly to mechanically fasten the top of the S4 Beam to the wood framed floor. 54x7.7 Vertical Steel 1-Beam 18-LPB Load Positioning Bracket 4.00"Tall x 2.63"wide,steel S shape(I-beam),ASTM A992, 'i"thick ASTM A36 formed bracket,shaped to fit around the available 120"and 144"long,and may be field cut to length. flange of the Vertical Steel I-Beam,and with welded I"diameter Yield Strength=50 ksi(min) schedule 40 pipe x 1"long to receive Threaded Locking Bolt. Tensile strength-65 ksi(min) Clear Zinc Electroplated to ASTM 8653 Type 5 Class FeZn 5. Clear Zinc Electroplated to ASTM B653 Type 5 Class FeZn 5. IB-BP Base Plate IB-EBP Base Plate 5116"THK x 4.731"x 1.585"x 6.00"long bent ASTM A36 5/16"THK x 6.881"x 1.585"x 6.00"long ASTM A36 Plate with Plate with two 0.80"holes,and one two 1"x 1"x 0.25"thick two 0.80"holes,two I"x 1"x 0.25"thick x 2.00"beam clip angles X 2.00"beam clip angles welded to plate. Clear Zinc welded to plate,and one 1"x 1"x 0.25"x 5.00 long beam clip Electroplated to ASTM B653 Type 5 Class FeZn 5. Plate is welded to plate. . Clear Zinc Electroplated to ASTM 8653 Type 5 bolted to concrete slab,or footing projection,with k."diameter Class FeZn 5. Base Plate is bolted to concrete slab,or footing x 2.5"long sleeve t}pc expansion bolts. projection,with'',"diameter x 2.5"long sleeve type expansion bolts. IB-FT Flow Tube Base Plate ASTM A500,Grade B.HSS 4 x 2 x 0.250 with(4)oval shaped,laser cut holes.. Clear Zinc Electroplated to ASTM B653 Type 5 Class FeZn 5. Tube is mounted between the 18- BP Base Plate and the top of the footing projection when Basement Gutter''sub-drainage is installed. SPACING CHART WALL HEIGHT 7.5 FEET 8.17 FEET 8.83 FEET FILL HEIGHT FULL HEIGHT* 3.83 2.75 2.25 -1 FEET 5.00 3.67 3.00 -2 FEET 6.00 5.00 4.25 -3 FEET 6.00 6.00 6.00 -4 FEET 6.00 6.00 6.00 • 8 FEET MAXIMUM FILL HEIGHT AliePROJECT:: IntelliRrare Analysis PROJECT NO. 19.232 SUBJECT: Details CLIENT TF.S SPEIGHT DES.BY: AAIW DATE 10/21121119 MARSHALL CK'D BY: DWS SHEET NO. 16 FRANCIS NOTE A, ADD BLOCKING BETWEEN EXISTING JOISTS FOR 3 BAYS.BLOCKING MUST BE 2x'DEPTH TO MATCH EXISTING', CONNECT BLOCKING TO EXISTING JOIST WITH SIMPSON HL53 ANGLE (OR EQUIVALENT)AT EACH END OF BLOCKING. IB-HK OR IB-PARA LOCKING BOLT 1—IB-JMB JOIST MOUNTING BRACKET / EXISTING 2x8±JOIST(TYP.) IB-LPB LOAD POSITIONING _ BRACKET- —BLOCKING-NOTE A(TYP.) EXISTING WALL------.__ ,..,-\- ,. -- • W4x13 BRACE - 2-3!4"0 EXPANSION ANCHORS- Aft EACH SIDE OF BRACE .,;�u, —IB-BP OR IB-EBP BASE PLATE X ' —EXISTING 4"t SLAB-ON-GRADE EXISTING FOOTING , („6,,,, .; . +w�aG4o .1.- h. ) • 1= TYPICAL JOISTS PARALLEL TO WALL SECTION NOT TO SCALE IntelliBrace - W4 INDEPENDENCE IMG MATERIALS GROUP Product Specifications IntelliBrace Vertical steel I-Beam Brace for the support of cracked and bowing basement walls. Spacing requirements are based on the height of the masonry or concrete basement walls,and the height of the earth fill against the wall. Calculations have been performed for the carious combinations if wall height. fill height,and a chart is provided to indicate the minimum spacing for each of the combinations. IB-JMB Joist Mounting Bracket IB-HK(8"long)or IB-PARA(14"long)Locking Bolt 14,"x 6"x 8"ASTM A36 mounting plate with 0.375"formed I"diameter ASTM F1554-55 bolt with tack welded heavy hex nut. A36 engagement bracket and 0.25"form cut A36 cross brace. Yield strength=55 ksi(min) Clear Zinc Electroplated to ASTM B653 Type 5 Class FeZn 5. Tensile strength=75 ksi(min) Mounting plate has four 0.79"DIA holes for bolting to wood Clear Zinc Electroplated to ASTM B653 Type 5 Class FeZn 5. joists with(4)-34"diameter ASTM A307 bolts with washers Locking bolts are used with IB-JMB and 1B-LPB as part of the and nuts. assembly to mechanically fasten the top of the S4 Beam to the wood framed floor. W4x13 Vertical Steel I-Beam IB-LPB Load Positioning Bracket 4.16"Tall x 4.06"wide,steel W shape(I-beam),ASTM A992, >:"thick ASTM A36 formed bracket,shaped to fit around the available 120"and 144"long.and may be field cut to length. flange of the Vertical Steel I-Beam,and with welded I"diameter Yield Strength=50 ksi(min) schedule 40 pipe x I"long to receive Threaded Locking Bolt. Tensile strength_ 65 ksi(min) Clear Zinc Electroplated to ASTM B653 Type 5 Class FeZn 5. Clear Zinc Electroplated to ASTM B653 Type 5 Class FeZn 5. IB-BP Base Plate IB-EBP Base Plate 5116"THK x 4.731"x 1.585"x 6.00"long bent ASTM A36 5116-TI-IK x 6.881"x 1.585"x 6.00"long ASTM A36 Plate with Plate w ith two 0.80"holes,and one two I"x 1"x 0.25"thick two 0.80"holes,two 1"x I"x 0.25"thick x 2.00"beam clip angles X 2.00"beam clip angles welded to plate. Clear Zinc welded to plate,and one 1"x 1"x 0.25"x 5.00 long beam clip Electroplated to ASTM B653 Type 5 Class FeZn 5. Plate is welded to plate. . Clear Zinc Electroplated to ASTM B653 Type 5 bolted to concrete slab,or footing projection,with%"diameter Class FeZn 5. Base Plate is bolted to concrete slab,or footing x 2.5"long sleeve type expansion bolts. projection,with'/."diameter x 2.5"long sleeve type expansion bolts. IB-FT Flow Tube Base Plate ASTM A500.Grade B.HSS 4 x 2 x 0.250 with(4)oval shaped,laser cut holes.. Clear Zinc Electroplated to ASTM B653 Type S Class FeZn 5. Tube is mounted between the IB- BP Base Plate and the top of the footing projection when Basement Gutter" t sub-drainage is installed. SPACING CHART WALL HEIGHT 7.5 FEET 8.17 FEET 8.$3 FEET FILL HEIGHT FULL HEIGHT* 4.83 4.33 4.33 -1 FEET 6.00 5.50 5.33 -2 FEET 6.00 6.00 6.00 -3 FEET 6.00 6.00 6.00 -4 FEET 6.00 6.00 6.00 • 8 FEET MAXIMUM FILL HEIGHT � o R3D. ,.. .__ w n7 5 L. 111 -rji W •' ... W.N 4. M er W r ° • • 4.0i, , ' 2 _ I 1.1 lilt 4D ------ ----- i!I I I le qi , .. Lij i .1a 3 8 10- via v .. o . iriniw •--'..q • .. P AMR 1 . .0\\//\\i.- /c \A\\\\\\ • t. r S 1 T I 0 I S 0 4 I 3 I 2 I 1 1 I (10 BILL OF MATERIAL I IH '-11- z , w DESCRIPTION DIMENSIONS IN INCHES Marc OR. I �'''�� 1� 0, TTB 1 5X6x3 "TOP JOIST MOUNTING PLATE NOTE 1 1 ro H 1 I i i i i i i� ____�. TTB 2 .375 FORMED ENGAGEMENT BRACKET NOTE 2 '11T 1 TTB 3 .25"FORM CUT CROSS BRACE NOTE 2 1 1 �- ^ 0E 0 O TTB 4 .;5' LOADING POSm9NING ASSEMBLY NOTE 1' 1 I R TTB 5 1 ech40 PIPE x 1 IonsLOCKING OD RING NOTE 3 1 I Q TTB 6 1.25" Bch40 PIPE x 75 PUSHING RAM RING NOTE 3 1 TTB 7 .5'x2' RD ROD OBYLINDRER AUGNM NT GUIDES NOTE 1 1 I � TTB 8 .3125" BOTTOMBEAM AIN R PLATE NOTE 2 1 �� SIDE VIEW FRONT VIEW TTB 9 1x1x.25"x2" LONG .TT M B�AAMA1 CUP (2r, NOTE 1 2 I I 0 I TTB 10 S4x7.7 VERTICAL SUPPORT M MEIER NOTE 2 1 I TTB 11 .25"TOP JOIST BACK UP WAA�SHER PLATE NOTE 1 1 I O I.,Roo'.I—zoaoJ TTB 12 .25" LOAD POSITIONING JIG NOTE 1 1 01 5x6x25"A36Po TTB 13 .25" ENGAGEMENT BRACKET JIG NOTE 1 1 I a,N rger' 0 NOTES: I 1 O I , 1. THESE ITEMS MIN ASTM A-36 AND/OR LASERCUT I I_ ' TO +/— .032, AN ANGULARITY OF +/— 1', AND — 1 DIMENSIONALLY +/— .062. 1 2. THESE ITEMS MIN ASTM A-500 AND LASERCUT I I ,• TO +/— .032, AN ANGULARITY OF +/— 1', AND IF SIDE VIEW DIMENSIONALLY +/— .062. 1 CID w/Brace 3. STEEL PIPE MATL• ASTM A-35, GR. B F I I 1 C I— —1 01 \ .... I 0I , T , , r„.................. io_i , , . . '„, • 7 ,„, -- 1,, IE �! L • .x�Ce an 3, E I LI 1.,--1 a .� _I-L I fraA36 09 � <, " e alF.41 v.I ossa I • _. r; 0 09 I z ----------------- J �.. 1 ID 40cm from A36 or A500 3125 aai,. D 1 � WANT,of FIXTURE FOR WELDING 1 1 08 L__J and QCing SHAPE 1 1- 02 — -I IVANTI,of t 5MoNs%Ss ff—r � .....C) Cy O( o O 1 IC I , �I 1 1 R IEw �. � 1 -I I -I'=11 ext 1 1Pre¢N from tfa A36 cr A500 as a layout template Sam*of shaped Bracket moaned Mr.or weld, I - - I 14 r,d,.o awxr >-- wAlvrrry n ' 25 weld ON a,wn," o -.,.. I .[__,� Cul from A30orA500250'Pla,.. WWI, 12 s I 05 06 W.N. a, I I I 03 04 1 I _ - L ._ _I IAS3Wcr , c ,,, P a, ALLEN GANTT DRIVERITE PIERING SYSTEMS LL. Al ....._ .,.,_ I ntc-, .- 13-LEFT-HAND 1 L e I ' 1 I 6 U 4 I i ww or 1 : I 11 ITB-L'FT;ANDIOw ; J