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1733 E Park Terr - Foundation Repair Plans I I I i AP-2-UFB-2875 UNDER FOOTIN13 BRACKET SHEET NOTES: CATALOG NO- PSA1034 IPI OR PSA 1055 CGI 9b• 4' 1. Pi thru Plb-20 KIP capacity Atlas 3'bA 7 D" 7'0" •7'0" CONCRETE �—PIER 7P--I { Q 2. H1 thru HZ-12 KIP capacity Chance — -- -?` --- — — tb FOOTING "t BRACKET 4g'. Pv PS 1JSLOT L_ TO FIT 5/O° DIA 1 Hellcat Peer. - !ah-l' �OT� TOP PIER ANCHOR BOLTS 13�° Q 4 • 6�' 3. NOTE: Actual Pier locations may be moved { PLATFORM PIER 7} as necessary to avoid underground C 1 EXTENSION O j �•p^ I �d®• 9' Utilities,Obstructions,etc. 7'p A I j " 4. NOTE: Upon completion of Pier installation, INTERNAL 4'MAX j I r COUPLER LIFT HEIGHT f 11 ll ! all Piers may be loaded. -�I ! I PT II II d I I 1 CL 5. NOTE: Following completion of underpinning PIER lj jl operation,a cement based grout shall f !! STARTER be injected to fill voids created during FRICTION L�! NOTES- ,q{/ /+ I 7b- W COLLAR ,jh.�N� 1. BRACKET FINISH AVAILABLE IN PLAIN CPI OR HOT DIP underpinning. /� F7'& ! GALVANIZED IGT PER ASTM A153-<LATEST REVISION). v 2.BRACKET MATERIAL t THICK HOT ROLLED STEEL PER 6. NOTE: Installation records shall be kept �` fltaual 11 II ASTM A572 MIN YEILD STRENGTH 50 KSI. P ?$ TYPICAL INSTALLATION 3.ALL WELDING TO NE BE DOBY WELDERS CERTIFIED UNDER during the Underpinning operations. L LL SECTIDN 5 OF THE AWS CODE DIA. 4.14AM1FACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN QUALITY CONTROL FOR.ALL MATERIALS AND 7. NOTE: All Pier materials shall be hot dipped AP-ZUFFWS MTM COMPONENTS MANUFACTURING PROCESSES. --� - -- — — Bdaaaea, 5.TWO 5/8 DIA PIER PINS(PART#PSAI030)CONFORMING TO galvanized to prevent corrosion. { Tap W Wer ! amxr!Pim W I N- LIFT M Mamma ASTM A29 GRADE 1OB21 ARE REQUIRED FOR EACH PIER, b cow, Wdaj ,I 3-tion 91 ! yews, �bAe 6.LIFT SHIMS(PARTtl PSA1031 OR PSA30321 SHALL BE USED A Y 1 I�YI (aN1 (aY7 l pp REQUIRED UP TO A MAXIMUM HEIGHT OF 4 INCHES. ►83kMeII LAP4U F-=M W5rI t!T-_�_I 7 -1-__ t 7 t N0. PU 3g—, qp_ 7,REFER TO DRAWING SA1002 FOR TOP PIER PLATFORMS. —. P,fA96§T(APBLF,�/S•I<%�AI pK.a] 7 1 i 3 t __NA �_MR b j W B.REFER TO DRAWING SA1003 FOR PIER SECTIONS. ►fYA 06 AP.24IF�St(8 1160I_ t t 3I�� NA PIA_ 30 _1_� { a4 PtA1056 iAP2LF8E1S185l61IM' - 1 I.__t t 3 I 1 NA MA 30 00 //1 T df �0lV lam, PSAMW SAP 24JF,�F69 [K'-01 I 1 _1 3 1 + C' 1 9 i 35 7U e SLAB 7� P&WN t .t % JAf - SLd1,iJ _.- -.... qrT a w�3o AP aUv mar f I 3 1 jj- o 4 1 s �o L __ Iw�ll _? - - AP-2-0-2875t*] IBA HAdW10 kN-2UF-ffi7GtB9af®1ItBff1 i t I t 3 1 7 0, - t +_5 70 UJII j 7 ©BoaZ A SAIA74 SEE OMG C; ebw9B °ail -�fi f.,; mi C.) w 13 it li ® M ® o MCMAy Y,< a�� 1. HOT DIP GALVANIZE PER ASTM A-153. ,e®� �••�^EN 0�.. gyp,®o -� i 1 2, MATERIAL SPECIFICATIONS , ' �• ✓ ,,,y. TUBE . ASTM A500 STRUCTURAL STEEL TUBING. O �: �' •e { i Pdf CHANNELS PER ASTM A36. ��• N® 42677 �' BOLT HE HEAD BOLT PER SAE J429 GRADE 5. '•' t I j79 �•. 3. FOR DETAILED INSTALLATION INSTRUC IONS, READ CHANCE BULLETIN 01-8909. w x I- 4" SEE ICC EVALUATION SERVICES, INC. EVALUATION REPORT NO. ER-5110 FOR w Irl r.�L •• .. —'�lyl ! ALLOWABLE VALUES AND/OR CONDITION OF USE CONCERNING MATERIAL PRESENTED ® 1c y —" J j / ® L W IN THIS DOCUMENT. ® 7� I 1LL 0 L4J Z: 15• ®� STA .'Pt! 4�" i i i >_ CL CC M -- p•• ®�® — - - — — — -' v LU 1-BUNC x s-v2' 7-1/2° - LONG BOLT ®��®�A• O R %V�®® ._ "_ LadLU UJ -----1 r STEEL CHANNEL tI111111/` a; 4' X 5.4X PER FT. 7®« 7--/ d x I I TUBING CAP PED 1 1 0 7, I 1 FOR I' DIA L VELI 1 1 BOLT 1 1 I SQUARE TU IN j I j t i l I f , I f I ' I 1 1 ACCEPTS 1-1/2 -_..... SQUARE SHAFT ��t that this repair plan � been h 9enefd FOUNDATION SYSTEMS,JTEINSs INC. 6cm a m etth the Flarida 2014 &Adafl�using standard MECHANICAL RATINGS ON BRACKET engineering ��' the repair plan Me been p��y WORKING LOAD: 5,000 LB. the best available Sabo lnftm Duan and our espWance an Atlantic �OYW1, FlOrldO TYPICAL INSTALLATION MAXIMUM LIFTING LOADS 7500 LB. propots kr the area. The phi design b ed booupon a 'Aarkhs OF SLAB REPAIR BRACKET ULTIMATE STRENGTH 10,000 LB. ebeele ne wdology using ortknoted sbuch" looft the plop FOUNDATION REPAIR PLAN ssyyssttesn�, and Its calsus ca npa encs haw been rated by Ow R c `� Marn,facbrre to safely carry the anticipated to �+, ,f CATALOG NUMBER `•HUE OW R S M suppm the portion of V& ,@Wohan Residence T1$0-0085 r� " CONCRETE SLAB 1733 Park Terrace E BRACKET ER-051 -' - Atlantic Beach, FL 32233 SALY9-0083 Tl�-8� C _ ®cam, ev<z✓mroo �N c/�A 811 C. McMahan Jr. P.E. DRAWN: BCM DATE: z-11-A. SCALE: Registered R 42677 CHECKED: BCM JOB NO: for !�