5420 GLENWOOD AVE 2022-04-28 - Laserfiche WebLink

co ET_ PILE SPACING&LOAD REQUIRMENTS TABLE FOUNDATION NOTES w o MAX O.C.SPACING.ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips 1. VERIFY ALL DIMENSIONS ON SITE. ,.a TtiL;aF �' m PILE# PILE TYPE 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL SURVEY. +5-�^' F E 4 w = 200 a MIN VERTICAL CAPACITY LOCATION <,r , '. w io z� BTWN PILES END OFFSET ALLOWABLE LOADING 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: fT i '" io XVw'0'O.0-6 a (MIN ULTIMATE CAPACITY) HELICAL PILE WITH ANGLE...........................................................1ISD-1.1 T4, . U- U @7 S3lld(Z) if�1 STEEL ANGLE ..... ............................215D-1.1 �. s_; .E�c'� o LL 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED AUGUST 31,2021,FOR ADDITIONAL '•°'t`t •' 3 o x x Typical HELICAL 6'-0'LINO PER PLAN 14.0 kip 28 0 kip PER PLAN a INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. 26' NOTES: 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED MARCH 9,2021.REFER TO STRUCTURAL CALCULATIONS ' AI M a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE MANUFACTURER.THE MINIMUM INSTALLATION a TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. I N . INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM 6. MINIMUM PILE DIAMETER SHALL BE 2-718'. }'cl ' INSTALLATION TORQUE RATING OF 8,300F11LBS FORA 2-718 INCH DIAMETER HEUCAL PILE WITH 0.203 INCH SHAFT WALL THICKNESS PER ESR-3750. 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH s 0'-6'TOLERANCE TO ALLOW FOR b.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 27/8'TRU-FORCE UNDERPINNING BRACKET IS UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO TWO v LIMITED TO 30 KIPS. ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. �, c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR-3750. N d.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 N e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. SUPPORTING PILE EA END. 6' S 9. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH 5I8'DIAM. - N SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT)AT A MAXIMUM SPACING 12'0.C.W/ 1 m MIN.4'EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE CENTER LINE OF THE p 2 .- 4 LOCATE PILE 4I SE WITHIN 3'-0"MAX / 26'-0" / CHANNEL a -10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8'THICK ~ w -`,2 8 PARCEL NO. OF CORNER X X (2)PILES @ 6'-0'O.0 MAX CHIMNEY MINIMUM WITH 2'-8'HEIGHT(MEASURED FROM&FTG TOTICONC)MINIMUM. F- W .a n ti 28040100200100 112 1.3 1 11.PARCEL DIMENSIONS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR GIS MAPPING TOOLS& �(R� z_ w IIVM d0 WIN '� TAXSIFTER INCLUDING THE SELECTED PARCEL PROPERTY DIMENSIONS ARE APPROXIMATE FOR l.J .0-.4 NIH11M LEGAL DESCRIPTION REPRESENTATIVE PURPOSES ONLY.NOT TO SCALE.NOT TO BE USED FOR LEGAL PURPOSES OR IN Ll.l I Z a cl 7 T2 5' 311d 31V001 Section 01 Township 28 Range 04 Quarter NW PLACE OF A FIELD SURVEY. __ Z 2 ' ALL THAT PTN FDT:S 200FT OF THAT PTN 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. O O m en a Si N1/2 NW114 SD SEC LY W OF GLENWOOD AVE 113.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0'OR UNTIL REFUSAL WHICHEVER IS —IcI BEG NE COR ABV DESC SUB TH S87*15 30W SHALLOWER. ALG N LN SD SUB 226.45FT TH S1B*01 a3NUi03 AO 28E176.23FT TH N87*15 30E 226.45FT TO WLY HELICAL PILE REFUSAL CRITERIA: a co WIN.0-.£NIHIIM 311d 31V001 R/W LN OF GLENWOOD AVE TH N18*01 28W TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE 15 ALG SD R/W LN 176.23FT TO POB PER CITY EV 1DPI' THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO. ,�� }co M 7U N - BLA FILE N01474 { 17 REC AFN 6010300242 'T!' ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT '` 4) XVW'3'0.0-.9 V, (E)RESIDENCE _ FLEXURE. ©S3lld(2) AA- I ;I, .S.LU OWNER NAME&ADDRESS 5420 GLENWOOD AVE, N ZEVENBERGEN LINDA/DON E EVERETT,WA 98203 N R&R LEVEL SURVEY 5422GLENWOODAVE, SEE STRUCTURAL CALCULATION PACKAGE EVERETT,WA 98203 q FOR ADDITIONAL REQUIREMENTS {� (E)RESIDENCE PRIMARY N 5416 GLENWOOD AVE 1 84s. J <ENTRANCE -'44./k EVERETT.WA 98203 \ \ I 1'-6" \ V l, 1 ? y 7 5420 GLENWOOD AVE, {r` EVERETT WA 98203 __-_-_-______- PROPERTY LINE 1 a v U 1;0 �� y 4, LOCATE PILE SITE PLAN LEGEND A P WITHIN 4'-0"MAX 5210827-2XR \\ ` 3 \ a6 OF CORNER n EXISTING RESIDENCE STRUCTURE \y•; ma 9 w EXISTING ADJACENT STRUCTURE co FY \\ J\\-� \ \ Fi 1� : AREA OF PROPOSED WORK MRT 73I. SITE PLAN �y,o m m --- PROPERTY LINE 08/31/2021 �� a� * APPROXIMATE DIMENSION ON0N \ 1 LL\ SEWER—SEWER—SEWER—SEWER—\ \,.. I \ ATER WATER—WATER—WATER— 1 m \ \ 44 1 98'-0„* ; P • A \ \• \ \ do AC --"---At' P p 3 \ - - - • S \ zY Y • \_-_-_-___-___-_____ PROPERTY LINE \ \ \ 267'-O'* p A ,� ,� (2)PILES @ 6'-0"O.0 MAX CITY \ \ ../ 27'-6" / C 1T O F E`p�� ETR� 1 —\ p LOCATE PILE -,EV1E\NED FOR PE' `M'T Q WITHIN 3'-0"MAX ' OF CORNER LU OVERALL PARCEL PLAN 1:n NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN I