5117 27TH AVE W 2022 Plans 2025-07-07

PILE SPACING&LOADREQUIRMENTSTABLE FOUNDATION NOTES LOCATE PILE _ _.J—_____�_ MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,laps 1. VERIFY ALL DIMENSIONS ON SITE. 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL SURVEY. WITHIN 1r�Orr MAX I PILEfi PILE TYPE 200%MIN VERTICAL CAPACITY LOCATION J��,='"' :`�� I BTWN PILES END OFFSET ALLOWABLE LOADING 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: S� ` Garage OF CORNER i (MIN UL MATECAPACITY) HELICAL PILE 11S0.1.1 .. ; Typical HELICAL T-0'UNO PER PLAN 13.0 kip ULTIMATE 0 kip PER PLAN a J _„__ _�-_ _ _ - ____ .. .___-..__._..—_ —_ CONCENTRIC/DRIVEN PILE -. 8/0 - I A Typical DRIVEN PER PLAN PER PLAN 12-0 kip 24.0 kip PER PLAN INTERIOR COMPOSITE FOOTING PAD• 315D•1.1 - `. - 1 • NOTES: 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED MAY 10,2022,FOR ADDITIONAL • _ • rack ., I n : a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE MANUFACTURER.THE MINIMUM INSTALLATION INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. -----.--.I -----r-..-.� 4E-------a�4- -- Pm ----- --pia --o--------a-----o----e I---:------ TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED SEPTEMBER 30,2021.REFER TO STRUCTURAL 1 INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM • 5� 't't _ I- • INSTALLATION TORQUE RATING OF 8,300FT'LBS FORA 2-7181NCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL THICKNESS PER ESR-3750. CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. 9 a7 8 1 -I b.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 27/W TRU-FORCE UNDERPINNING BRACKET IS 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'. e•-+rc a .. ... _q4, .. 4n LIMITED TO 30 KIPS. 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH 30'-0'TOLERANCE TO ALLOW FOR - -.. _"-._ . .. - - - `:"1--t " .. a"a9. ; i } .. I T__- _---- c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR-3750. UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO TWO -_-_� - - d.CONCENTRIC DRIVEN PILES AS MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,IN ACCORDANCE WITH ESR-4121. ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. �_1-- Ch.nn•ey •Fouxlelion l•.!{.: 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 _ aa� 1 f.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. I SUPPORTING PILE EA END. (2)PILES @ +' _- t•1N • a r� 8 +R 7B 9. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH 5ffi'DIAM. 11.1 IT-0"O.C. MAX 2 ' , LOCATE PILE WITHIN •• aft SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT)ATA MAXIMUM SPACING 12'O.C.WI Z Cradr C.F a MIN. EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE CENTER LINE OF THE 0 O 2 1/8 -2+2 -2 38 -2 1 I .F . 1'-0-MAX O'CORNER '�`a' r - LOCATE PILE_- --- -C:F--- - -�� - Part_-. CHANNEL. Z o �� •p V• P t/2 -2 -t lsg .- - t}'2 --'—p .. WITHIN 3'-O"MAX 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8'THICK I— W m 81(4)PILES @ 6 7 a 9n 1 It MINIMUM WITH YB'HEIGHi(MEASURED FROM BIFTG TO TICONC)MINIMUM. z OF CORNER . i L I Y SITE PLAN LEGEND -0 r a �! O.C: MAX 'I - �I 71.PARCEL DIMENSIONS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR GIS MAPPING TOOLS& W -- � TAXSIFTER INCLUDING THE SELECTED PARCEL.PROPERTY DIMENSIONS ARE APPROXIMATE FOR z W z �+ L` I n EXISTING RESIDENCE STRUCTURE z c3 . I • (5) PILES @ 7'-O r p.c.MAYI I I I I REPRESENTATIVE PURPOSES ONLY.NOT TO SCALE.NOT TO BE USED FOR LEGAL PURPOSES OR IN O 0 W PLACE OF A FIELD SURVEY. • EXISTING ADJACENT STRUCTURE 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. R&R LEVEL SURVEY • --- 13.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 6-0"OR UNTIL REFUSAL,WHICHEVER IS SEE STRUCTURAL CALCULATION PACKAGE AREA OF PROPOSED WORK SHALLOWER.. '.1 FOR ADDITIONAL REQUIREMENTS HELICAL PILE REFUSAL CRITERIA: �'t ---- PROPERTY LINE TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE � THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO. �� * APPROXIMATE DIMENSION ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT . • FLEXURE. DRIVEN PILE REFUSAL CRITERIA: / ADVANCEMENT OF THE PILE SHALL CONTINUE BEYOND THE MINIMUM EMBEDMENT DEPTH AND UNTIL A WORKING PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A PARCEL NO. A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE `;-' ' JN� 00567900200902 y 25,D„ y {/� STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE / LEGAL DESCRIPTION \ 1 I \ �� SEAVIEW HEIGHTS BLK 002 D-02-S 85FT OF N 165FT OF LOT 9 rOWNER NAME&ADDRESS / 7'-6" I 8'-0" I 34'-6" I ANDERSON FRANCES&ANDERSON TERRENCE 5117 27TH AVE W, LOCATE PILE I EVERETT,WA 98203 WITHIN 1'-0"MAX io (E)GARAGE OF CORNER _ (E)RESIDENCE i I 5113 27TH AVE W, N N 5117 27TH AVE W, w EVERETT.WA 98203 EVERETT,WA 98203 PROPERTY LINE 1 I. 1 115'-0"' Z 5211026-4XR 1 w�bo� o SITE PLAN I Q R y € of N 1 \ I _ 1 a w \ FY s �� .11" wI 3 .-E:�.E�l• MRT F, - .- Z Ji« = 05/10/2022 ¢ I i w'oo • (E)RESIDENCE I- 1 a I a1 co 5117 27TH AVE W, N a ! 0 I EVERETT,WA 98203 1 I ,I--�25'-0„, [LiI 1 I I I I i M (E)Chimney Foundation - 9 co I r+ . s I a 1 = I � —^t" PROPERTY LINE 10'-0"'; + -- MEN.-� �».a-� a�� .�u�_,,,:� _ - - -I 115'-0"• (2)PILES @ k 7'-0"O.C.MAX— I I (E)RESIDENCE 2 LOCATE PILE ' 5123 27TH AVE W, '\-- WITHIN 1'-0°MAX • OF CORNER EVERETT.WA 98203 N. LOCATE PILE h4. OVERALL PARCEL PLAN 2'-0" \ WITHIN 3'-0"MAX 3 4 Y s� 6 z OF CORNER A- (4)PILES @ 7'-0"O.C.MAX 'r 7 7g -g Yh 10 11 \ 05 X (5)PILES @ 7'-0"O.C.MAX X w I, ' ' I, X 10'-0" Jr 25'-0" f 40'-0" U) NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE X PLAN