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2016-00607HAYMAN ENGINEERING EN[i1NELRINo DONE RIGHT ... NOW! Model Code: International Residential Code, R301.2(1) Contractor shall meet all local, state, and federal building code requirements. GENERAL NOS 1. This document set contains an engineering analysis that addresses specific areas of a foundation already repaired. The areas addressed were those of greatest concern to the owner. The scope of work may not have addressed all areas needing attention. Additional work may be added to the contract for construction when deemed appropriate and dependent on the results of initial work. The owner should be alert to possible changes to the condition of the structure and continue to monitor the building's condition. 2. Hayman Engineering warrants that this onolysis Is based on sound engineering principles but makes no warranty or guarantee regarding the work performed by the Contractor. 3. This analysis is based on information supplied by the Contractor. Hoymon Engineering personnel were not present during construction. 4. It is assumed that the systems were installed in accordance with the manufacturer's recommendations. 5. Contractor is responsible for obtaining oil permits. 2Detaged ArworkorkArea HA'YMAN ENGINEERING? LTD 205 Park Central EasL Ste 412 Sarinafield MO 65806 Kevin T. Moore, PE Licensed Professional Engineer Minnesota license No. 53367 Board of Engineers -Firm License (COA) 718505200029 (417) 831-5550 hfeorders@haymonengineering.com FOUNDATION WORK 0Y: COMPLETE BASEMENT SYSTEMS 54004 L,OREN DR- MANKATO, M N 56001 Site Layout These drawings are subject to the Hayman Engineering Terms and Conditions COVER REC13RD DRAWINGS. 05/2/16 Owner: Krag Anderson Address: 465 Rice Creek Terrace NE Fri ey, MN 55432 Job No: HE16040097 Date: 05/02116 Own By: KLR Chkd By: KTM 'rt>>I *�L `��N • 0 LICENSED00 WP :PROFESSIONAL- ENGINEER ; ' • 53367 il�r0llM11�05/02J16 POWERBRACE NOTES 1. PowerBroces installed as shown based on information supplied by the contractor. except as modified by these notes. 2. Joist locations are not shown. 3. See details on Sheets 3.1-3.2 for bottom conditions and top attachment. o These drawings are subject to the Hayman Engineering I O �t- BASEMENT LEVEL FOUNDATION: INTERIOR PARTITIONS NOT SHOWN BRACE NUMBER � 3 Terms and Conditions SFCTM A TYPICAL 3.2 ip Kevin T. Moore, PE Licensed Professional Engineer 0 Board of Engineers -firm License (COA) 718505200029 RECORD DRAWINGS: PLAN OD I 6 ih 05/2/1 6 0 I FOUNDATION W 13 RK BY: owner: Krag Anderson CJ I v tv A Detailed Work Area 2 SC4LE: Arcs H AY M A N E N G I N E E R I N G y LTD These drawings are subject to the Hayman Engineering ��>liit�tt�t • , 205 Park Central East, Ste 412. Sorine field. MO 65805 Minnesota License No. 53367 Terms and Conditions 1t� �j�`• • •����I �� • •i('hir Kevin T. Moore, PE Licensed Professional Engineer + Board of Engineers -firm License (COA) 718505200029 RECORD DRAWINGS: PLAN Z. i LICENSED (417) $31-5550 hfeorders@haymanengineering Com 05/2/1 6 -'PROFESSIONALS FOUNDATION W 13 RK BY: owner: Krag Anderson .. • ENGINEER ' •. COMPLETE BASEMENT SYSTEMS Address: 465 Rice Creek Terrace NE Fridley, MN 55432 : i 67 ^• rJ' 4004 LOREN DR. Job No: HE16040097 *#'Gate: ?;Mu M AN KATO e MN 5 6 0 0 1 05/02/16 Dat By: KLR Chkd By: KTM ff O J111ti, i ►��05J02/16 ____ (507 387-0500 SCOPE: Design and detoiling of PowerBrace wall bracing system for the repair of residential concrete and masonry foundation walls. Construction is assumed to be in accordance with these drawings, standard industry practice and the code. NOS 1. These drawings apply to structural only. 2. Adequate shoring is the responsibiiity of the contractor. 3. A review of the ability of the existing foundation wall to span horizontally between the PowerBraces is not covered under the scope of this project. The contractor reported that when distress exists between braces that may inhibit the wait's ability to span horizontally, o steel member would be placed between the adjacent PowerBraces. 4. Bolts are to have a minimum wood edge distance of 1-1/2" minimum spacing of 3". 5. Hllti Kwik bolts are to have a minimum spacing of 4" and be of 3" from the inside face of the wall. end a EXISTING WOOD BLOCKING. TYP. Ja1ST. TYP. 4'—LONG 2X8 NAILED TO JOISTS AND BLOCKING J ATTACH BRACKET TO 2X8 PLAN VIEW o minimum A T ical PowerRrace Installation — Plan 3.1 srat� xrs L MATERIALS: New Wood: Spruce, Pine—Fir or greater Steel Beam: S4 x 7.7 Ib/ft x 2.66" Flange, ASTM A36 Standard I—Beam Tensile Strength = 58 ksi (min.), Yield Strength = 36 ksi (min.) Mounting Brackets: Top: (1) 5.00" x 3.00" x 3.00" x 0.375" thick two—hole mounting "L" Bracket or (1) 5.00" x 5.50" x 3.00" x 0.25" thick four—hole mounting "L" Bracket Bottom: (1) 5.50" x 2.00" x 1.25" x 0.25" thick two hole "L" Bracket, ASTM A36 Mounting Hardware: (1) 1.00" x 5.00" Grade 5 Bolt and Nut (2) 0.75" x 3.00" Grade 5 Bolts and Nuts (2) 0.75" x 2.50" Concrete Sleeve Anchors Finish: System components and hardware are zinc plated in accordance with ASTM 8633. Existing Bockfill: Use on—site material (applies to sand or sandy clay H AY M A N E N G t N E E R I N G 9 LTD These drawings ore subject to the Hayman Engineering ■ MOs 205 Park Central East. Ste 412,Sorinefiie)d.MO65806 Terms and Conditions NOTES ��j��N• ��� tV•• ••���� `C's• �• Kevin T. Moore, PE Licensed Professional Engineer Minnesota License No. 53367 ,� '`i Board of Engineers -Firm License (GOA) 718505200029 R E C D R O DRAWING: „"„ a LICENSED i10 (417) 831-5550 hfeorders@haymanenglneering.com 05/Z/1 6 ` :PROFESSIONALS FoLJNDATIi®N WORK BY: Owner: Krag Anderson Address: 465 Rice Creek Terrace NE i ENGINEER ; ,r • 53367 IGSEMENT SYSTEMS OMPLETE BA Fridley, fviN 55432 � •.� ��� 54004 LOREN DR. Job No: HE16040097 Date: 05/02/16 ;•• M AN KATO, MN 5613131 Dwn By: KLR thkd By. KTM ++�I% 05/02/16 )wer8roce System Assumed to be installed in accordance with manufacturers EXISTING WOOD stallation instructions. — — — FLOOR JOISTS — — — — ------------------------ I STEELpRovIDE 2x4 DIAGONAL BLOCKING { I (M$ER BLOCKING IN (3} JOIST SP CES /w (2) 3/4'0 TTONNECTK}N I , a', SOLID ( (2) ed TOE NAILS EACH END TO JOISTS BOTS POwERBRACE ( 4'—LONG 2x8 LAID FLAT`TO ` ( ( COVER (3) JOIST SPACES FOUNDATION WAL.L�� { STEEL ANGLE. EXISTING NAE. 2x8 TO EACH JOIST SEE NOTES W/ (4) 10d (0.14a"0) NAILS ` 54x7.7 POWERBRAGE �-------------------------� —J - - - - - - - - - - - A------------- - .7 +3 ■ �+ D ETA{LS �t�tlrrrr • MOp�Qi �4,tt�•• • • •• ' f, mac"; ••`, i LICENSED R E G O R D DRAWINGS: / +/ :PROFESSIONAL; ENGINEER ; FO U N PATI O N WORK BY: Owner: Krag Anderson COMPLETE: BASEMENT SYSTEMS 54004 LOREN ®R. Address: 465 Rice Creek Terrace NE Fridley, MN 55432 Job No: HE16040097 { (2) 3/4.0 HILTI KwIK MANKAT©_ M N 5600 1 3 Date: 05/02/16 Dwn By: KLR Chkd 8y: KTM BOLTS OR EWvALENT '. I I (3-1/4" MIN. E)ABEO) f + \f I STEEL ANGLE, { SEE NOTES v { t ( _. --------------- A Typical PowerBrace lnstollcri`ion 3.2sscA • ftfs CONDITIONS AT BASE MAY VARY ,1d H AY M A N ENGINEERING 7 LTD 205 Park Central East, Ste 412, Springfield. MO 65806 Kevin T. Moore, PE Licensed Professional Engineer Minnesota License No. 53367 Board of Engineers -Firm License (COA) 718505200029 These drawings are subject to the Hayman Engineeringg Terms and Conditions .7 +3 ■ �+ D ETA{LS �t�tlrrrr • MOp�Qi �4,tt�•• • • •• ' f, mac"; ••`, i LICENSED R E G O R D DRAWINGS: (417} 831-5550 hfeorders@haymanertineering.com o 5!z! 1 6 :PROFESSIONAL; ENGINEER ; FO U N PATI O N WORK BY: Owner: Krag Anderson COMPLETE: BASEMENT SYSTEMS 54004 LOREN ®R. Address: 465 Rice Creek Terrace NE Fridley, MN 55432 Job No: HE16040097 ' • • 53367 Al �•'• ;•.�f MANKAT©_ M N 5600 1 3 Date: 05/02/16 Dwn By: KLR Chkd 8y: KTM l,•rOrt� tN�05/02/16 To: Permit Desk Paige 5 of 9 2016-03-28 20:4714 (GMT) 15072999410 Fmm MST1id LOEFFLER P'owerBmce Worksheet Customer Name: a Typo of Foundation: Block a Poured Thickness I I (Clay Block, Brick, or Wood...... CALL. NICK) no ararrartt�t Measurement from FLOOR (concrete) to SUBFLOOR (top of jolst): 10 t ° Type Of Floor•Jolsts � . 2X it 0 I -Joist 0 Truss What DlrwWon Do the Floor Joists Run? 0 bWM ta MWO42—atto Went Which Wails. Wilt We Be Bracing? /Nomth 0 mouth LlaE d 0 West Existing Bost:j'1 Existing Aftermarket Water Proofing System. Yes: Nq A::'" Measurenunt of outside grade (Ground to top of block) �i s �" _ r• 08" �G:.�E6 CONI: pt0• PSJKD Cal -C r 08" cvu OUv►ESTt�'+E t]dii !.� 0 Special Instructions: Requimd Piawrew GuMft All aides GM wd tosaar Grade to sidfgg taside: WvA we an bvw4ng iavuc bD j015t Customer Signatufe: 'FNM e FOR To: Permit Desk Page 4 of 9 2016-03-2911:19:34 (GMT) 15072999410 Frcm KRISTIN LOEFFLER Pw ' .. ,. ••ems.' •�.�!�?Rt Fr'i'K ' � PF 11, r-A". 41. V111WANYwar"rahmaAmw did. • • • .. . .. • r .• .. w . •• • . w, � ... C6W.+nwnS^.t'i�t!..^.fiiC� �. ' .�i�,.�•••L�rN,r..• iL a To. 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