738 CROWN DR 2021-02-22 - Laserfiche WebLink

zare -- PILE SPACING&LOAD REQUIREMENTS TABLE FOUNDATION NOTES MAX(lc SPACING,R• MIN VERTICAL CAPACITY,Idpe' PILE B PILE TYPE LOCATION 1.VERIFY ALL DIMENSIONS ON SITE. 9TWN PILES END OFFSET ALLOWABLE LOADING , 2 FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL f .. I f 1-5 HELICAL` 7'-0" 3,0" 13k/PILE TYP EXTERIOR' PER RHR LEVEL SURVEY. I.. NOTES: 3.REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED APRIL 16TH,2020 FOR ADDITIONAL INFORMATION.SPECIFICATIONS,AND REQUIREMENTS. a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR THE FILE ASSEMBLY SHALL BE SPECIFIED BY THE 4.LEVEL SURVEY PER RAR REPAIR PLAN DATED FEBRUARV 3RD.2020.REFER PILE MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND REQUIREDIRED BEARING CAPACITY LOADING INCLUDING A SAFETY FACTOR NO LESS THAN 2 THE MAXIMUM ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. • INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS 5.MINIMUM PILE DIAMETER SHALL BEYAI8-. • 1 OR ANY PART OF THE PiLE 2-7I8 INCH DIAMETER HELICAL PILE wrra 0203 INCH SHAFT WOALL THICKNESS P RESR 50.N TORQUE RATING OF RS FORA 6.R IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH 4 O18 5.TYP EXTERIOR TO DENOTE PILE INSTALLATION AT EXISTING EXTERIOR CONCRETE FOUNDATION WITH TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED • MINIMUM DIMENSIONS PER PLAN NOTES DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS - c.HELICAL PILES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR-3750 EXCEED THE SPACING LIMITATION OF T-0'O.C.MAXIMUM. �.: WITH 2-]re INCH MINIMUM SHAFT DIAMETER AND 0.2031NCH MINIMUM WALL THICKNESS. d.PILE LOADS NOT TO EXCEED MAXIMUM PRE LOAD CAPACITY AS DETERMINED BY THE MANUFACTURER 7.ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND FOR ANY PART OF PRE ASSEMBLY.MAXIMUM ALLOWABLE COMPRESSION CAPACITY OF 37.4 KIPS FORA MIN 6'PAST SUPPORTING PILE EA END. - • 2-7I8 INCH DIAMETER HEUCAL PILE Willi0203 INCH SHAFT WALL THCKNESS PER ESRJ750. B.ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH Sr _ - a.MAXIMUM ON-CENTERSPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON 20' PLAN, SIN 11AM.SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EpEQUIVALENT)LENTI 21...._.- -y i AT A MAXIMUM SPACING INOC WITH A MIN 4-1/2-EMBEDMENT.ANCHORS TO Qj.. • BE CENTERED ON OR INSTALLED ABOVE THE CENTER UNE OF THE CHANNEL a•Z• .o S.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE a 6u ATTACHMENT LOCATIONS ARE B'THICK MINIMUM WITH Y-&HEIGHT tt g (MEASURED FROM B'FTG TO TICONCI MINIMUM.FIELD VERIFY EXISTING r£ CONCRETE SLAB-ON-GRADE AT PILE ATTACHMENT IS 4'THICK MINIMUMlij_g 2.. i TO.PARCEL DIMENSIONS PROVIDED BY SNOHOMISH COUNTY. TO SCALE. Z 5 • IH PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK., 9. R&R LEVEL SURVEY • APPROXIMATED PER SNOHOMISH COUNTY GIS MAPPING TOOLS NOT TO BE See Structural Calculation Package for Additional ____ USED FOR LEGAL PURPOSES. Requirements .-----'" 11.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. Prefect Description: .12.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF F.0 . % 114. Foundation StabWPatbdJacking PRDP}RTTIAE HELICAL PILE REFUSAL CRITERIA a,, 738 CROWN DR.I:VEREIT,WA \..—.—.—.—.—.—.—.—.---.—.—.—.—.---.---.—.-----.—.—.—.—._.—.—.— ten•tt•• - �� PARCEL NO. .—.—.—.---.—.—.—. .—.—.—.—.—.—.—.—.—.—. 98203-1802 TORQUING OF THE PILE SHALL CONTINUE UNTIL A HVDRAUUC PRESSURE IS � 004647000017D0 n ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH IN iw SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED legal Description: \" LEGAL DESCRIPTION 25'-0" lV•-01' ! I IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. HARBOR VIEW ADD TO EVERETT BLX 000 `‘ D TO EVERBOR RETT BILK EW AD00 0-00.LOT 17 \ (E)WOOD DECK ! D-0O-LOT 17 A ' I PROOF TESTING: N; OWNER NAME&ADDRESS 1 i 1 THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING Parcel Tax I.D.No. \• CARROLL PATRICK G&EDITS M N�AREA OF WORK i 7 OF A MINIMUM THREE(3)PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM 00464700001700 Kl 738 CROWN DR.EVERETT,WA 1 (ONE(1)MINIMUM)IN ACCORDANCEWRH THE PROCEDUREOUTLINEO INASTM A98203-1802 I j D1143ANOIOR THE mils SEATTLE BUILDING CODE(SBC).THE MAXIMUM TEST Height Calculators \` Q 2�•0"( I f LOAD SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN Survey not performed. _ -"1 RESIDENCE J* i i 1 \` �,..R. �,a� T38 CROWN DR PRE &'.•'a LL Lot Coverage by Building t�; ..„--'"� EVERETT.wA Access e;i q 738 CROWN DR Lot Sin=0.35 acres=15,246 SF \%-': *'••' 1—'-- 98203 p 9 •rn ,,.,�—e^'� 8 1 F 1 EVERETT,WA 98203 Existing House=1828 SF" �� a•,� 11 p Bldg SF/Lot SF=12.0%" n\� (E)PATIO I — •— •"'!_r"-1 Impervious Area: '\� 4,-20'-0" { 2 0_ '- ' S200303-3 Existing Area=3577 SF' `\ i 21'-0" 1 1 I ZT Note Imprevious area to remain unchanged \ 1 pg A �•• 4 Iq ° O MRT `appmxlnalC 5 m DRIVEWAY ! 1 I z 11 r ACCESS 1 0 4/19r26 SITE PLAN LEGEND \` ,� - I B 1 a V�: 82'-2" k 41-U" k 4W-TO ❑ EXISTING RESIDENCE STRUCTURE } _1ST 2- _ I I ❑ EXISTING ADJACENT STRUCTURE \ 6'_7" PRGPmtTTCWE 6'-1• AREA OF PROPOSED WORK 1 1 >� --- PROPERTY LINE I. I 1 .....d4 • APPROXIMATE DIMENSION \k L \ i11UTRUCTURE p JJ//1 - Z \ :• 3 •NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE&FOUNDATION PLAN o Q N Z n 0