3230 OAKES AVE 2023-05-19 - Laserfiche WebLink

r 30< I'S i;,... <,,,, \,,,, •.....• r ERET WA 982 1 . ...„..,..,,.. iE'BTRUGT�_IRE __ , 4g.,0,,,, PROPERTYLINE Iy - - - - - - - - Iy - - - - - - --- - LOCATE PILE WITHIN ) I D Z '' SIDE cEK'ER : e 4 3'OF CORNER M. L tI' '. I s I r_ LW 2 -, I V H rr i Z z z , LOCATE PILE WITHIN Z' - . 1 _ r�oF OPENING SUPPORT (E)RESIDENCE II X - _' __. > 0 Q w W' • 3230 OAKES AVE SE. a j• ' Q J z j -~. _ o ,4 EVERETT.WA 98201 v -3--> \v i co DRIVEWAYIq �- io ® ® - - ® O p I 4 O LLJ ACCESS ii'r ___ � Ud w e ! g -Ud <PRIMARY z1 YO OI tEle CONCRETE STEM y 0O w , a ENTRANCE Iji,:s. I. -- -- -.. O I WALL 1,"TALL MIN TYP AT 0 n-I PERIMETER J (.J J _ 'NOTIFY L12a PR ET TO dyh D_ 044I WORR IE CONCRETE WALL r Y \t r1) AT PILE LOCATKNIS 6iLESS TIANT'TALL `� i WA ER LINE M" 1 ® ® ® 0 6 _ II -------- -- CSX82 CHANNEL .0 I ✓—/�/�(/�}///// /// /// //// //// / /4 7 PROPERTY LINE 13 12 11 10 9 8 - - - - - - - -;- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ (2)PILES @ 6'OC MAX 3'MAX PARCEL NO. / 00439076501800 / 1 LEGAL DESCRIPTION 1 EVERETT LAND CO S 1ST ADD BLK 765 N D-00-N2OFTOF LOT 18&S112OFLOT FOUNDATION NOTES 19BLK 765JjJ�� 3230 CAKES AVE SE, 1. VERIFVALLDIMENSIONSONSITE. OWNER NAME&ADDRESS - {►�� EVERETT,WA 98201 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL SOUL JERIMIAH SURVEY. 3230 OAKES AVE SE 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: EVERETT.WA 98201 HELICAL PILES.......................................1/SD-1.1 S220513-5XR CHANNEL................................................2/SD-1.1 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED JUNE 30,2022,FOR ADDITIONAL _ m PAM INFORMATION.SPECIFICATIONS,AND REQUIREMENTS. ~2 mY' 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED APRIL 24,2022.REFER TO STRUCTURAL PILE SPACING&LOAD REQUIRMENTS TABLE cc &S m'9 th w SS 4. M RT CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. MAX O.C.SPACING.ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips - n.z E g;e. $� •"r PILE fi w 0,+ IS c.5. Eo 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8". PILE 4 BTWN END 2OO(MIN VERTICAL CAPACITY LOCATION z O H-o- _," TYPE ALLOWABLE LOADING =a a `T"z.�A u y 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH t 0'-6"TOLERANCE TO ALLOW PILES OFFSET (MIN ULTIMATE CAPACITY) r a. O o w -3 06/30/2022 FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO J�' T pical HELICAL 8'-D'UNG 3'-0'UNG 12.0 kip 24 C Lip TYP w 4.tr I TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. a 42 . :..- 8. IF REQUIRED.ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN 6"PAST NOTES' SITE PLAN LEGEND a `` .ci I SUPPORTING PILE EA END. a ( �•"' a.MINIMUM AND MAXIMUM INSTALLATKN TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE 9. IF REQUIRED.ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING EXISTING RESIDENCE STRUCTURE JO- 5/8"DIAM.x4"SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT)AT A MAXIMUM CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT - A 2 8 2 SPACING 18"OC.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE CENTER LINE OF THE EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM - w " o il rl�.CHANNEL. INSTALLATION TORQUE RATING OF8,300FT'LBS FOR A2-718 INCH DIAMETER HELICAL PILE WITH0.203 INCH SHAFT WALL EXISTING ADJACENT STRUCTURE m i � %10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8' THICKNESS PER ESR-3750. --- N • = Udb.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC..IN ACCORDANCE WITH ESR-3750. r I AREA OF PROPOSED WORK a ry , I' O J �� THICK MINIMUM WITH 1'-6"HEIGHT(MEASURED FROM BIFTG TOT/CONC)MINIMUM. c.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART .--- m 11.PARCEL DIMENSIONS PROVIDED BY CITY OF EVERETT.NOT TO SCALE.PROPERTY LINE AND OF THE ASSEMBLY. �;. °- `lo a RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,')APPROXIMATED PER SNOHOMISH COUNTY d.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. '-'- PROPERTY LINE U - GTE MAPPING TOOLS.NOT TO BE USED FOR LEGAL PURPOSES. APPROXIMATE DIMENSION : + -- I 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. i% M _ 13.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 7'-0"OR UNTIL REFUSAL,WHICHEVER IS *�XHW 00,0 @`�S3lld(9) SHALLOWER. HELICAL PILE 1 HELICAL PILE REFUSAL CRITERIA: ,--"--/- C6X8.2 CHANNEL TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE R&R LEVEL SURVEY THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO. 20"COMPOSITE PAD SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT REQUIREMENTS FLEXURE. Q c''SITE PLAN NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. Lu NOTE:L120'S SCOPE IS LIMITED TO THE PERIMETER SUPPORT SYSTEM/CONTINUOUS FOOTINGS.THE INTERIOR CRAWL SPACE SUPPORTED SYSTEM FOR THE FIRST FLOOR SHALL BE INSTALLED PER R&R. "'