3324 TULALIP AVE 2022-04-29 - Laserfiche WebLink

LOCATE PILE ,t'(6)PILF�S @ 7'-0"O C.MAX,,,,,, 4' PILESPACING&LOADREQUIRMENTSTABLE FOUNDATION NOTES WITHIN 3'-0"MAX • • 38 6 -n-0 MAX O.C.SPACING,R MIN VERTICAL CAPACFTY,kips PROOF TESTING LOAD.kips 1. VERIFY ALL DIMENSIONS ON SITE. OF CORNER 2v2 • -2 3/4 4114 n2D PILEB PILE BTWN END 200%MINVERTICALCAPACITY LOCATION 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL SURVEY. LOCATE PILE 1 • LOCATE PILE (2)PILES @ O Z--I TYPE ALLOWABLE LOADING 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: ip 73 m PILES OFFSET (MIN ULTIMATE CAPACITY) WITHIN 5'-0"MAX WITHIN 5'-0" 2 s,o t T-0"O.C.MAX z�? HELICAL PILE.................._...............................................................1ISD 1.1 :b A. OF CORNER (2)PILES i• OF WALL - •• m o- HELICAL 8 •:� hr� @ 2 Typical T-0 LINO PER PLAN 12.0 kip 24.0 kip TYF CONCENTRIC/DRIVEN PILE............................................................2/50-1.1 - 7'-0"O.C.MAX - 20,1 3/4 3 m Rh'DEN SrorvaiE":' 10 cess D 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED AUGUST 31,2021,FOR ADDITIONAL ,}'. �' -1 18' -51 0 p �11 NOTES: INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. 19 28, /-1 •1 p a MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE MANUFACTURER.THE MINIMUM INSTALLATION 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED JULY 15,2021.REFER TO STRUCTURAL CALCULATIONS r -2 1;4 i2 -2 3/4 TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM -1 -1 1/2 -3/ -58 LOCATE PILE . INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. IR _- _ WITHIN 5'-0" LOCATE PILE •13 m INSTALLATION TORQUE RATING OF 8,300FT'LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL THICKNESS PER ESR-3750. 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'. OF WALL WITHIN CENTER• b.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8'TRU-FORCE UNDERPINNING BRACKET IS 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH x 0'-0'TOLERANCE TO ALLOW FOR 5I8 1 Access LIMITED TO 30 KIPS. UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO TWO 6.T £�3 e 3/, 1 1/0 -2 -2�,�OF WALL -2 31. R3 -y c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING.INC.,IN ACCORDANCE WITH ESR3750. N o ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. y Access 14•- - d.CONCENTRIC DRIVEN PILES AS MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,IN ACCORDANCE WITH ESR-4121. 0 e.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY. 8. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN 6'PAST _ ! ___- Crawl Space 1-_.-__._._.I_._.___ {_._._. ._._--.;.._. __.. 57 f.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. SUPPORTING PILE EA END. _ yy 9. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH sr DIAM. ' •1 X SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT)AT A MAXIMUM SPACING 17 O.C.WI 1 r 1 •-• -1/2 28 4 2 1/2 2 7: MIN.4'EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE CENTER LINE OF THE UJ �/ 16.8' In 1 ii 4.3' CHANNEL o } 6 m ol 14 2' ----- 4' 6,}'' 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8'THICK D Z (2)PILES @ MINIMUM WITH 2'A'HEIGHT(MEASURED FROM B/FTG TO TICONC)MINIMUM. . (11 m 0 0 of T-0"O.C.MAX 11.PARCEL DIMENSIONS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR GIS MAPPING TOOLS& �R .. 0 • O*r- TAXSIFTER INCLUDING THE SELECTED PARCEL.PROPERTY DIMENSIONS ARE APPROXIMATE FOR 0- w 2O� SITE PLAN LEGEND REPRESENTATIVE PURPOSES ONLY.NOT TO SCALE.NOT TO BE USED FOR LEGAL PURPOSES OR IN Z W z m 0 Z D PLACE OF A FIELD SURVEY. Z z p 7J m n EXISTING RESIDENCE STRUCTURE 0 o l' °i 14 2' z_.D 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. XI a I- 13.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0'OR UNTIL REFUSAL WHICHEVER IS IX=Existing Post M m EXISTING ADJACENT STRUCTURE SHALLOWER. =3"Helical Pile N AREA OF PROPOSED WORK HELICAL PILE REFUSAL CRITERIA: • =3"Stabil-Loc Pier ---' TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE g� /E SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO. ,/� ®-Pad Post with Composite ---- PROPERTY LINE ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT - r FLEXURE. _ '` * APPROXIMATE DIMENSION DRIVEN PILE REFUSAL CRITERIA: R&R LEVEL SURVEY ADVANCEMENT OF THE PILE SHALL CONTINUE BEYOND THE MINIMUM EMBEDMENT DEPTH AND UNTIL _. SEE STRUCTURAL CALCULATION PACKAGE ',WORKING PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH FOR ADDITIONAL REQUIREMENTS A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE 6'-8 1/2"dr 28'-0" L 38'-0" I 7'-0"- A PARCEL NO. • 00561900402301 ,�' (6)PILES @ 7'-0"0.C.MAX Y o r AREA OF WORK N (E)RESIDENCE LOCATE PILE n-- 724 NILES ST, -J LEGAL DESCRIPTION , =D EVERETT.WA 98201 RUCKER PARK ADD TO EVERETT BLK WITHIN 3'-0"MAX 8 N m i: 004 D-01-THE S112 OF LOTS 23&24 OF CORNER 1 LOCATE PILE m o PLUS VAC N 20FTOF 34TH ST WITHIN 5'-0"MAX 1 w 'm LOCATE PILE OF WALL - --I U 9 w OWNER NAME&ADDRESS °-' WITHIN 5'-0"MAX (2)PILES @ d 0 mac- X BRYCE ROBERT&BETTY °' OF CORNER 7-0 0 C.MAX vo 3324 TULALIP AVE, l 2+n 0 .1 3324 TULALIP AVE, EVERETT,WA 9820112 EVERETT,WA 98201 PROPERTY LINE 1 \''''''•-•,„...c1;1..8 4.9 �� i 101'-0" \- LOCATE PILE 1 z! I 3 I I WITHIN 5'-0"MAX y LOCATE PILE 13 m S210728 5XR • w w 'Q1 OF WALL WITHIN CENTER U) � • zt I 3 I OF WALL FY w!o - . I I (E)RESIDENCE b NJ 0i SITE PLAN 1- o > 3 a \ 3324 TULALIP AVE, 4 O O7 MRT a. w v Q N ? EVERETT,WA 98201 n w a w a i aI EL � 6.g I 3 135� 08131/2021 01 D w I I J I-Q ! 14'-0"* 1 I w .1,Z in rn w a CC w w r I /III 3 g 3 - I Y Y Y°> ! f-911WAT l rA i X I 1 X w C I M m 13 -r'w CO F w ui Z 73 (2)PILES @ 0 I- 3 < 3 D 7'-0"O.C.MAX n 2 y CD T I 1 `A'' n -< °zm 1. ! SEWER Cl m Z o- i o }(; N w I w w 3 m N > Ii. !PEIINE I 3 3 IT I _ ° E EI�E I iI 3 I I FQR PERMIT .z I I REVIEWED j 5 CO w 34 th ST. Z X U Q Q OVERALL PARCEL PLAN CL `" Lu I, I. I, I. I- X 14'-2 1/2" it, 14'-2 1/2" X 14'-3 1/2"- 71" N NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. / zo'-o" / 16'-s 1/2" SITE PLAN 1.4