1908 HOWARD AVE 2025-04-15 - Laserfiche WebLink

PILE SPACING&LOAD REQUIREMENTS TABLE _ _ MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips H� t PILE R PILE TYPE 200%MIN VERTICAL CAPACITY LOCATION BTWN PILES END OFFSET ALLOWABLE LOADING (MIN ULTIMATE CAPACITY) ��.8:ari'- _...._a^^,—an—.«.._-„, HOWARD AVE 1.---------------------- _ �'•—' "' TYP HELICAL T-0" PER PLAN 10.0 k/PILE 20.0 k/PILE EXTERIOR tatit PROPERTY LINE Ian L.MINIMUM AND MAXIMUM INSTALLATION TORQUE FGR HELICAL ASSEMBLES SHALL BE SPECIFIED BY THE PILE • • ��•�•�•�•�•�•�•�•�.� "�, I �, vµ vv"—eTM— -��"•�-a'""'�aa•—..�._ MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING �.4.�.�. I 6Y-0"• .�•�•�•� EEXCEED THE ALLOWACITY LOADING.INCLUDING A SAFETY FACTOR ABLE TORSIONAL CAPACITY OFNO THE PILE SHAFTS OR ANY PART OF THE FIL THAN 2.THE MAXIMUM EN TORQUE SHALL NOT AS ASSEMBLY.MAXIMUM I I I I INSTALLATION TORQUE RATING OF B,300FT•LBS FORA 2-218 NCH DIAMETER HELICAL PILE WITH 0,203 INCH SHAFT WALL THICKNESS PER ESR3T50. I b FOR HELICAL PILES.PER IDEAL GROUP DWG NO.:2T8TFG.THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 TIV TRUFORCE UNDERPNNNG BRACKET IS LIMITED TO 30 KIPS. 1 c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC..IN ACCORDANCE WITH ESR.3750. . 1 I A.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART N I IT I I OF THE ASSEMBLL 1„ a.MAXIMUM ON-CENTER SPACING USTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. LL! • 4'A* I I i I I �z I I I I—m • I FOUNDATION NOTES IfI I I 1.VERFYALLUII N8ION5ON SITE.m I i ! I 2.FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OFF CONCRETE STEM WALL PER AMR LEVEL SURVEY. Z z z I A 3.REFER TO THE FOLLOWING DETAILS FORAODITIONAL WFORUARON. O Q 1 I HELICAL PILE....._150.t t J • 1.REFER TO SIRUCTURIUCBLCAATONS PACKAGE DATE,APRIL 13TH.2023,FOX ADDITIONAL INFORMATION,SPECPMATINS,AND REQUIREMENTS. I u I I I 5.LEVEL SURVEY PER RBR REPARPLAN DATED FEBRIARY BTN,2023.REFER TO STRUCTURAL OLLCINATIOMSPACIUGE FOR MODIFICATIONS AND IO I MOM REQUIREMENTS FOR REPAIR Pull tt, I I 6 MWIMUM PEE DIAMETER SHALL BE 2-T5. ,u a ill I IT O ACCEPTABLE TO BSTALL PLES AT THE SPACWG SHOWN WITH S O'-0•TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED 1/I f ! 47'-O"� — - DURING FILE NSTLLATDNPHOVEED THAT NOM'OAOYCENTSPANS EXCEED THE SPACINGLNDATDN ASWDICATED ON LEVEL SURVEY_ I 6'-O" B fIEl0 VE0.1FYA LABISASEM WA LS AT AN08ETWEENW EAiiACXMENi HER DNS ARE B'iMHEMWBNM WII 2B HE GXi(MFASUREOFROM `. I I — GETS TO TICONCI MINMUM. B.PMCEL M,RESOENCE LOCATING DIMENSION30WTHASTFAEK,'IAPPRO%IMATEO PE0.5NOHOMBH COUNTY IMAP,NOTTO BE USED FOR LEGL PURPOSES. 1 • I O.S IDF�ATURES AND E%BTNGS RUL RSON AOUCENT PARCE SNOT SHOMW FADC AP 1 I 11,PLLE8SHALL BE INSTALLED TOA MWMUM EMBEDMENT OF S-0"(UNOPERGEOIECHNICAI REPORTN .L TT i ___-_-_--- ---� -_ 1 4 p ` HELICAL PLF REFUSAL CRITERIA ry RESIDENCE R 1908 EVN WV AVE N TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACNEVED TO PROVIDE THE SPECIFEO MINIMUM VERTICAL CAPIFITVWITH QQ EVERETT.WA D8203 1Z ASAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED MMEIXATELY F THE STRUCTURE BEGINS TO EXPERIENCE UPUFT FLEXURE. N., .. _. . • g1 •-IOU Ft! IQ } In • I 1908 HOWARD AVE I EVERETT I y AREA OF WORK 005.1i2PARCna NO. gti WA 98203 ,r I LEGAL OESCRPTION . PINEHURST BLK 00A 0.00 P/C-B 2 6 E 11 WET N R l' S230223-3XR OF LOT B } _6.6" k"— ---29'6" I OWNER NAME �\ �T I I ADDRESS GRAY MART O AVE(E)DECK i •90B HOWAR A 0 • MITT • EVERETT WA 08203 y I 1 9/E: _ __—.— ® 8 W --.___ A 04/13/2023 I _ d y SYS- WS L- I eSBO ISOd P�Ptlq 9=Da • ONIN3dONOHi • I A6.L NIHIIM OW.30 A-.B 6 6311A i51 I W I alid IIPDReH.E=(} 319%S R - Z/t E. - P/E Up I ,E- I SITE PLAN LEGEND 2BWIS S - C3~�E-a-nV C I I _i ❑ EXISTING RESIDENCE STRUCTURE " I • ;1 : EXISTING ADJACENT STRUCTURE ..• HDMO N I - - ;I :AREA OF PROPOSED WORK i • PROPERTY LINE ,- . ---_-_..-_--,. —• A•• '1 ---- APPROXIMATE DIMENSION PROPERTY LINE ---------1 R&R LEVEL SURVEY See Structural Calculation Package for Additional Requirements Z N N NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN W %n N O.4 N 0