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PILE SPACING&LOAD REQUIREMENTS TABLE
<br /> MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips • asR'lHugF
<br /> PILE#PILE TYPE 200%MIN VERTICAL CAPACITY LOCATION .=c`s `%.,,F��
<br /> BTWN PILES END OFFSET ALLOWABLE LOADING (MIN ULTIMATE CAPACITY)
<br /> I 4724 COMMERCIAL AVE TYP HELICAL 8'-0" 3'-0" 21.0 k/PILE 42.0 k/PILE TYP EXTERIOR '
<br /> •
<br /> i EVERETT,WA 98203 rt-
<br /> NOTES: .. '°k4LEf:.'
<br /> a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE
<br /> i MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING
<br /> I AREA OF WORK CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT
<br /> I EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM
<br /> _ ___PROPERTY LINE__ _ ___ _ _ _____ _ INSTALLATION TORQUE RATING OF 8,300FT*LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL
<br /> —'�+"'_' "�"_ THICKNESS PER ESR-3750.
<br /> i _ 108'-0" L",re"—*^ •• b. FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8"
<br /> t 26'-0" \ .� —"^re*-WATER —.w,*E"—n,Ea I•0 TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS.
<br /> FD F. " --,,,,,—" am,E"_-w„�„_.,,,,,a,_ C. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750.
<br /> T 4� 14'-0" /I-- 18'-0" y 6'-0" y 30,-5""E" p m
<br /> } I I 'I 'I� d. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART
<br /> q I OF THE ASSEMBLY.
<br /> —**E"--" r e. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN.
<br /> j — —-- ,.Ea_ W
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<br /> j I i �
<br /> j o % SITE NOTES 3 z o
<br /> > I '4 RESIDENCE \ i N •/ 1. VERIFY ALL DIMENSIONS ON SITE. — W z
<br /> J 4728 COMMERCIAL AVE 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL
<br /> Q I I EVERETT,WA 98203 0 % PER R&R LEVEL SURVEY. W Z
<br /> a N 3. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED JUNE 21 ST, Z
<br /> W 2021,FOR ADDTIONAL INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. 0 O
<br /> 2 I 4. LEVEL SURVEY PER R&R REPAIR PLAN DATED MARCH 28TH,2021.REFER J12'-6" ,F. / TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND
<br /> ADDITIONAL REQUIREMENTS FOR REPAIR PLAN.
<br /> O co 5. PARCEL DIMENSIONS PROVIDEDBYSNOHOMISH COUNTY.NOTTO SCALE.iv \ 1)1s1 PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,`)
<br /> —. ._ — f S'-O„�I / APPROXIMATED PER SNOHOMISH COUNTY GIS MAPPING TOOLS.NOT TO BE
<br /> �.•--L" +" _ USED FOR LEGAL PURPOSES.
<br /> I I ,.,— 0 / 6. SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT
<br /> PRIG n p o b�
<br /> ,` SHOWN FOR CLARITY.
<br /> jACCESS iO
<br /> -n*f I Aj REVISIONS
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<br /> crrtce, n(E)DECK O!.-i. / = Dm
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<br /> j I o Q° m m "a Is
<br /> • ,6 N 18'
<br /> 1 } _.J, � Gas ,
<br /> W 8" 1 Y J, W is
<br /> �I I ` m C 8
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<br /> PARCEL NO. < ,% T ,� us, w 4728 COMMERCIAL
<br /> 00407801301900 "
<br /> LEGAL DESCRIPTION tii 3 0 �+kn �' AVE EVERETT,WA
<br /> CENTRAL PARK ADD TO EVERETi N o ' w! �_- T m 95203
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<br /> BLK 013 D-00-LOTS 19-20&21 BLK 13 G -- CD 6 ,,.tCu A' • 5UI,10ER
<br /> OWNER NAME&ADDRESS ro m I N aol -
<br /> PETERSON SHAWNA / Project Description -
<br /> 9 S210405-3XR
<br /> 4728 COMMERCIAL AVE , w cco p
<br /> EVERETT,WA 98203 Foundation Stabilization/Jacking co - - zoco
<br /> " I 4728 COMMERCIAL AVE o R? ._ ........
<br /> SITE PLAN LEGEND EVERETT,WA 98203 I e W
<br /> I f m cY EO BY•M RT
<br /> `n A I I EXISTING RESIDENCE STRUCTURE Legal Description S f 6ci
<br /> I '�•/ orn oA -6/21/2021
<br /> EXISTING ADJACENT STRUCTURE
<br /> CENTRAL PARK ADD TO EVERETT BLK 0,
<br /> —EwE"—a E"— — �"—, — - 013 D-00-LOTS 19-20&21 BLK 13 p 3a cw I , . . �� j SCALE _....._
<br /> AREA OF PROPOSED WORK w D-n "w - -
<br /> Q o
<br /> Parcel Tax I.D.No. ° /
<br /> j I / I PROPERTY LINE o o —
<br /> ` 00407801301900
<br /> }. / ---- APPROXIMATE DIMENSION , K
<br /> /:, —
<br /> I / Height Calculations — w. --
<br /> I f Survey not performed. I '3 o a rn b
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<br /> I / Lot Coverage by Building 41 o. s-- _ ' -4*I-
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<br /> I I Lot Size=0.17 acres=7,405 SF n-,, ,9 II II
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<br /> I / Existing House=4152 SF* , o
<br /> 1 9 Bldg SF/Lot SF=56.1%* •Q m s
<br /> I 6.) 6 m
<br /> 1 Impervious Area h , ._.., ._./._.
<br /> I / Note:Imprevious area to remain unchanged .6- 6
<br /> i w R&R LEVEL SURVEY
<br /> I I *approximate See Structural Calculation Package for Additional Requirements Q CV
<br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. --1.t '- . EVERETT SITE PLAN LLI
<br /> CO 3L
<br /> <EVIEWED FOR PERMIT 1
<br />
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