3928 FRIDAY AVE 2024 Plans 2024-09-25

FOUNDATION NOTES 1 s 1. VERIFY ALL DIMENSIONS ON SITE. 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER MR LEVEL SURVEY. 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: I u' • !ry HELICAL PILE..............................................11S0-I.1 rsi HELICAL PILE WI L6x6x3/8 ANGLE............21SD-1.1 • - 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED MARCH 4TH,2024,FOR ADDITIONAL INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. 1 5, 00 5. LEVEL SURVEY PER RV REPAIR PLAN DATED SEPTEMBER 25TH,2023.REFER TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL4AN*‘1°" . -t I4 REQUIREMENTS FOR REPAIR PLAN. 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8°. LX =Existing Post 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH t 0'-6'TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING 2x8 4 Z'on enter PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. X ,.{ B. FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8'THICK MINIMUM WITH 2'-8'HEIGHT(MEASURED FROM B/FTG TO 0) y =3"Helical Pile TICONC)MINIMUM. 1 CD CO 9. PARCEL AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,')APPROXIMATED PER KING COUNTY IMAP.NOT TO BE USED FOR LEGAL PURPOSES. Oa * =New Post 10.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. 'cc LOCATE PILES UNDER -1 W 11.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0"(UNO PER GEOTECHNICAL REPORT). C": BUNDLED KING&JACK _ STUDS CARRYING GARAGE N >0 - c HELICAL PILE REFUSAL CRITERIA Yc_ DOOR HEADER I -1 z TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY D FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. -I -2 1/• I I— j ' z Es SITE PLAN LEGEND C ' N Z z PILE SPACING&LOAD REQUIREMENTS TABLE -2t (3)PiLES. j"'� Q'w EXISTING RESIDENCE STRUCTURE MAX Q.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips * .1 I 6-0'OC MAX lJJ PILE# PILE TYPE 200%MIN VERTICAL LOCATION 6'0.' t�t EXISTING ADJACENT STRUCTURE BTWN PILES END OFFSET ALLOWABLE LOADING CAPACITY _I L WITHIN LE OC MAX I . 3'C I (MIN ULTIMATE CAPACITY) FROM CORNER AREA OF PROPOSED WORK I b,,/ 4 "I �/� PROPERTY LINE 3,8-10 HELICAL 6'-0" PER PLAN 9.0 k/PILE 16.0 k/PIL44 E EXT/INT Q 5i22' 6 4-7 12.0 k/PILE 24.0 k/PILE EXT/INT �((, ;q;PILES 6'0'OC MAX ---- APPROXIMATE DIMENSION NOTES: HELICAL PILE a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE , MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT Mil L6x6x3/8 ANGLE EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM R&R LEVEL SURVEY 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. See Structural Calculation Package for Additional Requirements Ct NEW POST b. FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8" TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. _ c. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750. d. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY. e. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. 3928 FRIDAY AVE SE EVERETT PROPERTY LINE •�•�•�•� _ 10 9 8 •-- WA98201 i.—.—.—"_._.—.—"—.—.—.—.—._. ._._._.—.—._.—._.—._._.—._.—._._•723'-0^_._.—.—.—.—.—. .—.—._._.— •32,_6,. _..y •—•—•—•—.—.—._._._.�._._._._.�._._._ i } i S240104-1XR o I JT I PARCEL NO. },i`--5'-6" ,�. 7 6 i MRT I 00470700401500 03/04/2024 I LEGAL DESCRIPTION 2 .. 33 HEWITT HEIGHTS ADD TO EVERETT - - - AYA N I 0 I� BLK 004 D-0O-LOT 15 RESIDENCE AVE SE VAV VIA wr I OWNER NAME 8 ADDRESS EVERETT,WA 98201 .0.5 c I. •'•Xi MCCOLM HEATHER/ROBINSON DAVID — z 3928 FRIDAY AVE SE EVERETT,WA 98201 I m IA o I4 I I 1 + I I I k 38'D„ I 1 2 I ._.—"_._..—._.—.PROPERTY LINE "_.—.—.._.—.—"—.—.—"—.—.—"—._..__.—.—"_.—.—.—.—.—.—.—.—"_._..—.—._..—.—.—.—.—.—.—.—.— —._. .—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.�.—.—. 123'0„' A cc iU C Q a< Q _1NJ CL UT NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN H= Ln