738 CROWN DR 2021-02-22 - Laserfiche WebLink

20111 2i PILE SPACING&LOAD REQUIREMENTS TABLE FOUNDATION NOTES MAX O,C.SPACING,R' MIN VERTICAL CAPACITY,BIN''4 PILE IS PILE TYPE LOCATION 1.VERIFY ALL DIMENSIONS ON SITE. z BTWN PILES END OFFSET ALLOWABLE LOADING 2 2.FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL « F 1-5 HELICAL`I 7'-0" 3'-D" 13 k/PILE TYP EXTERIORN PER ASS LEVEL SURVEY. 3.REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED APRIL I9TH,2020 .Fes. NOTES' FOR ADDITIONAL INFORMATION.SPECIFICATIONS,AND REQUIREMENTS. e.MINIMUM AND MAXIMUM INSTALLATIONTORQUE FORME PILE ASSEMBLY SHALL BE SPECIFIED BY THE 4.LEVEL SURVEY PER RSA REPAIR PLAN DATED FEBRUARY 3Tt0.2020.REFER _ PILE MANUFACTURER THE MINIMUM INSTALLATION TORQUE SHALL BE NGH ENOUGH TO ACHIEVE THE TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND REQUIRED BEARING CAPACITY LOADING INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. 13 ' INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS 5.MINIMUM PILE GAMETES SHALL BE 2-7I8'. _ OR ANY PART OF THEPILEASSEMBLY.MAXIMUM INSTALLATION TORQUE RATING OF 8300FPLBS FORA 6.IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH tlG g 2-7/8 INCH DIAMETER HEUCAL PILE WITH 0203 INCH SHAFT WALL THICKNESS PER EIO . • M,TYP EXTERIOR TO DENOTE PILE INSTALLATION AT EXISTING EXTERIORFOUNDATION CONCRETE FOUNDATION WITH TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED 2 - MINIMUM DIMENSIONS PER PLAN NOTES DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS c.HELICAL PILES AS MANUFACTURED SY IDEAL MANUFACTURING,INC..IN ACCORDANCE WITH ESR3750 EXCEED THE SPACING UMITATON OF]'0'O.C.MAXIMUM. WITH 2-7I8 INCH MINIMUM SHAFT DIAMETER AND 0.2031NCH MINIMUM WALL THICKNESS. - 8.FILE LOADS NOT TO EXCEED MAXIMUM PILE LOAD CAPACITY AS DETERMINED BY THE MANUFACTURER 7.ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND • FOR ANY PART OF PILE ASSEMBLY.MAXIMUM ALLOWABLE COMPRESSION CAPACITY OF 314 KIPS FOR A MIN 8"PAST SUPPORTING PILE EA END. • 2-7/9 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL THICKNESS PER ESR-]]50. 0.ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH 11 e.MAXIMUM ON CENTER SPACING L STIED FOR TYPICAL PI E INSTALLATION UNLESS NOTED OTHERW SE ON 29 x - PLAN. WB"DAM.SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT) e 21 - ATAMAXIMUM SPACING I6'OL WITH MIN 0.112'EMBEDMENT.ANCHORS TO Q F • BE CENTERED ON ORINSTALlED ABOVE THE CENTER LINE OF THE CHANNEL 1 9.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE J Z` o - b o ATTACHMENT LOCATIONS ARE B'THICK M _INIMUM WITH 2-81 HEIGHT -W P I E (MEASURED FROM B/FTG TO T/CONC)MINIMUM.FIELD VERIFY EXISTING 5 CONCRETE SLAB-ON-GRADE AT PILE ATTACHMENT IS 4'THICK MINIMUM. 1-1_ 0. 10.PARCEL DIMENSIONS PROVIDED BY SNOHOMISH COUNTY.NOT TO SCALE. Z It - PROPERTY UNE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,7 0 o Ili MR LEVEL SURVEY APPROXIMATED PER SNOHOMISH COUNTY GIS MAPPING TOOLS.NOT TO BE ...I Sea Structural Calculation Package For Additional ___ : USED FOR LEGAL PURPOSES. Requirements ',--------"-- 11.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. Project Description: \ 12.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF S'-0". ti. FoundattonSlabilFKatadJaclmlg PROPV31Y LplE HELICAL PILE REFUSAL CRITERIA: �J 738 CROWN DR.EVEREI-f.WA \. ._._._._. ._._._._._._._.--_-_._._._._.--_._._ .- . �� PARCEL NO. . 11. 183_._._._._. ��. ._._._.�.�.�._._._._.i 98203-1602 TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE ITS \� 0 046 4 70 00 01 700 N N I ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICALCAPACITY WITH ‘N 1 SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED Legal Description: A LEGAL DESCRIPTION I.�-25'-D" 0' •F I I I IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPUFT FLEXURE. HARBOR VIEW ADD TO EVEREtT SLR ON HARBOR VIEW ADD TO V 1� EVERETTBLK0000-00-LOTI7 -{-->„ (E)WOODDECK i PROOF TESTING: D-0O-LOT 17 \1L /7 OWNER NAME&ADDRESS I I THE CAPACITY OF THE INBTAILEO PILES STALL BE VERIFIED BY FIELD TESTING Parcel Too ED,No. \. 738 CROWNL PATRICKERETT,HM 4 AREA OF WORK I I OF A MINIMUM THREE I3)PERCENT OF PILES UP TO FIVE(5)PILES MNIMUM 00464700001700 �� 738 DR,EVERETT,WA I (ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE SUTURED IN ASTM \� 98203-1802 4� ! DTI43 AND/OR THE 20155FATTLE BUILDING CODE(SIC}THE MAXIMUM TEST �` I I LOAD SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN Height Calculations \` 0 2i 0• i I 1 LoaO. Survey Sol performed. �` —,maa—"".1 RESIDENCE I I' I \• is""— 738 CROWN DR f PRlh(ARY g•' T I Lot Coverage 4 EVERETT,WA ACCESS I i g g ��• ,„... 1 98203 1 mpg I t 738 CROWN DR IntS¢e=0.35 acres=15,246 SF \�`' _�,� B •w �— I. i I i I EVERE .WA 98203 .....---- Existing Haase=1628 SF' �� s� 1 Bldg SF/Cal SF=12.0%' �\\; (E)PATIO g ' _ _ —«.,_—••^•"'•'—••�•—fro i �� j 2' -'"'" — I I impervious Area: \\ i--20'-O"——' j t{ I S200303-3 Existing Area=3877 SF' ‘‘ i 21'-0 j I I Zr Note:hoprevious area to remain unchanged \ py A v\ 4 I ° O MRT "approximate 4‘ m �AREVEYJAV i L I I I g 4/19/ SITE PLAN LEGEND U. L—� I i ,f 41'-0" k 46'-10• �] EXISTING RESIDENCE STRUCTURE — I _----- - .. I I Ei EXISTING ADJACENT STRUCTURE \ PeDPFRTr L➢YE j AREA OF PROPOSED WORK \ € )iiil..._,1.4 1 1 ---- PROPERTY LINE I _44. • APPROXIMATE DIMENSION �k 1 ,, J A i y �,;� 1 g \ I NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE&FOUNDATION PLAN o Q N O N 2 7 O LL