10304 1ST DR SE 2023-07-28 - Laserfiche WebLink

• • • PROPERTY UNE FOUNDATION NOTES 804„• PARCEL N0. 'N I LOT SIZE: 1 VERIFY ALL DMENSIONSON SITE O FEUD VERIFY ALL EXIST D STEM AT PLEATTACHM 0.20 ACRE(S)(8,712 SOFT) 00396900002102 : FOUNDATION OAENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER LOCATIONS ARE 6•THCK MN MUMWSTHB-D•HEIGHT(MEASURED FROM MFTOO RAIN LEVEL TLONCCMIANUM X#r LEGAL DESCRIPTION SURVEY. EL DIMENSIONS PROVIDED BY KING COUNTY.NOT TO SCALE PROPERTY ,!:Fite.,„...,a "* BUILDING L COVERAGE: 11 BROADWAY CREST 3.REFER TOT.FOLLOWING DETALS POR ADDITIONAL INFORMATION: LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK.'(APPROXIMATED PER , "'' 10°/P(1,248 SOFT) HIELA;,CDLC_..............__.._._.._I/SDTt SNOHOMMKSH COUNTY MAP AND SEATTLE DEPARTMENT OF CONSTRUCTION AND " BLK 000 D-02-LOT 2OF REFER TO STRUCTURAL CALCULAOONS PACKAGE DATED JULY 1630.21,FOR IN SPECTIONS MOP.TOOLS.NOT TORE USED FOR LEGAL PURPOSES. CITY EVE SP NO 26-95 INFORMATION SPECIFICATIONS,AND REovREMENTS. s.EITE FEATURES AND EXISTING STRGCTUREs ON ADJACENT PARCELS NOT SHOWN RECAFNO 9605080023 .LEve ADDITIONAL PER PAR REPAIR PLAN DATEDJur A EDM.REFERTO FOR RCLAwn. &96D$D8.5001 BEING STRUCTURAL CALCULAPONS P.M.FOP MODIFICATKNSkW ADDITION, A PILES sHALL BE WALLED 10A A.A...FMBE-DMENr OF Off OR UNTIL OR REPAIR PUN. REFUSAL,..HEVER IS PTN OF LOT 21 EXST SHALLOWER PLAT 'Ai.IT ACCEPTABLE TO NSTALLPPILESATTESPACINGSHOWNWITH:aa- TOLERANCEToALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED MANG PILE INSTALLATION PROVIDED THAT NOFON ADJACENT SPANS EXCEED THE SPACN3 HE TOMUNB OF THEME SHALL CON PS0 Deal0155 A HYDRAULIC PRESSURE IS OWNER NAME& ACHIEVED TO PROVIDE THE SPECS.IANLwEOTSTMCALCAPACITY WITH ASAFE, ADDRESS ALL SUPPLEMENTALCWWNEIS To sPAN FRGN PRETO PILE AND FAcToROF NO LESS THAN TWO.AD BE HALTED NNEMATELV IF • BRATCHER ROBERTA SUPPORTA.PILE EA END. THE STRUCTRE BEGINS TO ExPENENCEUMPLL,FLEAGRE. ° f030415t Dr SE,Everett, S. EOURED..1.1 SUPPLEMENTAL CHANNELS.SE ANCHORED TO THE W S W ANCHORS IOR APPROVED WA,98208 • FOUNDATION N AT A KORA SPACIAL WOO WITH AAAPSON MEN HD E M0AM N EMBED.ANCHORS TO SE CENTERED ON OR INSTALLED AAOVE THE CENTER LINE OF THE CHANNEL D Z• • aWL Z ..._..._..._....._._...._........ s� .............._........._...._..�...._....... PILE SPACING S LOAD RECUIRMENTS TABLE 1�•� AREA OF WORK i....- .-....6 .J 8 9 '�` - • S \ PILE MAX O.C.SPACINO.11 MIN VERTICAL CAPACITY.kips PROOF TESTING LOAD.kips . y PILE TYPE BTWN END ALLOWABLE LOADING 200^/MIN VERTICAL CAPACITY LOCATION I PILES OFFSET (MIN ULTIMATE CAPACITY) LX 9 • ( § Typical HELICAL 8-0'UNO 3'-0'UNO 5. 30 C kip 1 TYF • • • (E)RESIDENCE 8AIk3: • 103041st Dr SE,Everett, A.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE WA.98208 MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REWIRED BEARING • 6 CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 1.THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM �'I INSTALLATION TORQUE RATING OF 8,300FT•LBS FOR A 2.T41 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL THICKNESS PER ESL437E0. • b.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:27S7G,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 1 T:B•' I TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR3150. -A i 0.CONCENTRIC DRIVEN PILES AS MANUFACTURED BY BFABIL.LOC SYSTEMS,LLC,IN ACCORDANCE WITH EBR.1111. F,PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY. fI.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. 10904 15t Dr SE, • '- , Everett,WA,98208 (Si PILES @ 8'-O.O.C.MAX (2)PILES @ B•-0"O.C.MAX 5201 708-2XR yy A 3 B' 1'. NJ A 5 t 45' 9 bl 3 ttB 2 8 ss MET 5,. 1 1/•R I LOCATE PILE 8/15/21 VIRHBt1FT MAX LOCATE PILES A� OF CORNER MINN EFT OF a31E414:II,' -COMER N 1 1/8 -1 1R -RIB 0 -I BYA •in •LENS psoDE FOUNDATION LEGEND -:..PJ EXISTING RESIDENCE STRUCTURE 4 1 5,8 2 a are .1 1/2PROPER Y ONE - EXISTING ADJACENT STRUCTURE a a ' 4' T .H I 143 I AREA OF PROPOSED WORK " HI" ' IT.' 22 .., -'PROPERTY LINE 1 APPROXIMATE DIMENSION 3C0.C.MAX 1(3)PILES*80"O.C.MAX +F HELICAL PILES R&R LEVEL SURVEY SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN •J, L.J I- N 02 N O_ Ni co