10812 HOLLY DR 2021-11-12 - Laserfiche WebLink

1 . \, Project Description •,6.1 HURf• \• Foundation Stabilization/Jacking PILE SPACING&LOAD REQUIREMENTS TABLE ^P`i�[.;yk�Fl, \. MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips '^ C ;t. < I \,\ 10812 HOLLY DR PILE# PILE TYPE 200%MIN VERTICAL CAPACITY LOCATION I " • •\, EVERETT,WA 98204 BTWN PILES END OFFSET ALLOWABLE LOADING (MIN ULTIMATE CAPACITY) `- - S .f":• - \• TYP HELICAL 8'-0" PER PLAN 9.0 k/PILE 18.0 k/PILE TYP EXTERIOR ••.roNnt.t7..' I �+�• Legal Description \, PAINE FIELD 2 BLK 000 0-01-TH PTN DAF BEG MOST ELY COR LT 1 NOTES: \•\• TH S63 2246W ALG SELY LN t95FT TPB TH CONT 563 2246W 82FT a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE I \• TH N25'05 30W TON LN SD LOT TH 588"19 23E ALG SD N LN TO PT MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING �. WH BEARS N25'0530W FR TPB THS25'0530E TPB CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT �•\• EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM Parcel Tax ID.No. INSTALLATION TORQUE RATING OF 8,300FT"LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL i .` THICKNESS PER ESR-375. �OpFR 00537900000101 b. FOR HELICAL PILES, ER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8' g)�Ty�� TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. 0•�`vF - Height Calculations 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 �•`• Survey not performed OF THE ASSEMBLY. e. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. \• I \, Lot Coverage by Building Z 0 I PARCEL NO. ♦, Lot Size=0.25 acres=10,890 SF Z a 00537900000101 \• O \, Existing House=950SF' FOUNDATION NOTES I- Ill\.\ Bldg SF/Lot SF=8.7% _ t7 i - LEGAL DESCRIPTION Z �i PAINE FIELD 2 BLK 000 D-01-TH PTN •`'\• 1. VERIFY ALL DIMENSIONS ON SITE. L w DAF BEG MOST ELY COR LT 1 TH Impervious Area "� Ll.l z Impervious remain unchanged 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL S63'22 46W ALG SELY LN 195FT TPB I P SURVEY. O Z z I TH CONT S63`22 46W 82FT TH N25'05 I O w 30W TO N LN SD LOT TH SB8'19 23E •approximate 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: ALG SD N LN TO PT WH BEARS HELICAL PILES 1/SD-1.1 J N25`0530W FR TPB THS25`05 30E TPB 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED JUNE 2,2021,FOR ADDITIONAL "-iI OWNER NAME&ADDRESS I INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. }I. HANN WILLIAM G I 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED NOVEMBER 23,2020.REFER TO STRUCTURAL 10812 HOLLY DR CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR w I EVERETT,WA 98204 I a REPAIR PLAN- cc 1 AREA OF WORK I 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'.HELIX CONFIGURATIONS PER RAM JACK TO MEET a I I LISTED DESIGN STRENGTH WITH APPLICABLE FACTORS OF SAFETY. (E)GARAGE i 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH± 0'-6"TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION I I PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION OF 6'-0"O.C. MAXIMUM. I ',-.1' 16'-0" I 8. ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN 6"PAST dSUPPORTING PILE EA END. I ' I 9. ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH 5/8"DIAM. 'le°Al x. SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT)AT A MAXIMUM SPACING - E (E)DECK 9ED I 18"OC WITH A MIN 4.1/2"EMBEDMENT. ANCHORS TO DE CENTERED ON OR INSTALLED ABOVE I, THE CENTER LINE OF THE CHANNEL, f mi ,________ 52'-6 t +3'T-6"'( 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS 10818 HOLLY DR I - i I ARE 8"THICK MINIMUM WITH 2'-8"HEIGHT(MEASURED FROM B/FTG TO T/CONC)MINIMUM. I EVERETT,WA 98204 I o RESIDENCE I I A 11.PARCEL DIMENSIONS PROVIDED BY SNOHOMISH COUNTY.NOT TO SCALE.PROPERTY LINE t 10812 HOLLY DR I LuAND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,•)APPROXIMATED PER SNOHOMISH I EVERETT,WA 98204 o IF COUNTY GIS MAPPING TOOLS.NOT TO BE USED FOR LEGAL PURPOSES.U PRO=CC'Ic=+1E p I CC12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY.jN 13.PILES SHALL NOT BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0"OR UNTIL REFUSAL, 10812 HOLLY DR IV 27 `,-0„ I L WHICHEVER IS SHALLOWER. EVERETT of r HELICAL PILE REFUSAL CRITERIA: WA 98204 ! 5�I i ./I- I' I TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROJECT NUMBER I �t b I PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS S210322-2XR t 19`6 _ THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO ED I A JT -� I EXPERIENCE UPLIFT FLEXURE. 'Si Im Ut4v o.4 14'6"--' I r- 1;73 ".z CHECKED M RT i m • I SHEET .: 06/02/2021 = Q LOCATE PI. i .... __ Iii I i WITHIN 3'-0' _ __ A ___.. i I _.._16'.FROM CORN R - ------- - ---- ._--._ -� SCC. • SITE PLAN LEGEND I (s)Pa@ o oc MAX • Deck EXISTING RESIDENCE STRUCTURE kc Oil Tank Ca� 7 < -27B' -13/4 -11/8 -1 I I v EXISTING ADJACENT STRUCTURE :9.' 0 0 _3/4 1 1/6 =3"Helical f ile = I ®_§i 6 pat Base with I 1 • i 2 1/4 m AREA OF PROPOSED WORK v6 va , a�--} d---- 9' - e I 1 e I PROPERTY LINE Access 3 va 2114 -1 114 1 a , m -11l2 1 N ! I I I ---- APPROXIMATE DIMENSION 4' --1 1/2 31/4 3/4 05 ' I LOCATE PILE - t . CB-1`' C6 : -..__... _.. _.._ I I I WITHIN 4.-0- ROM CORNER (3)PILES CO 8,0"OC MAx 718 1 _ _ _ _ _ _ _ _ _ _ ..... .-.-----.-1 14.5' CITY OFEV'ERET -WATER-WATER-WATER-.HATE-WATER-WATER-WATER I ERA" ER-WATEROPEIRTYRLME WATER- -WATER-WATER-WATER WATER W,-WATER-WATER-WATER-WATER- VIEWED F �[ -o PERMIT I R&R LEVEL SURVE FYYtff- i See Structural Calculation Package for Additional equlreme -SEWER- -S EWER EWER EWER SEWER SEWER-.EWER-S -,EWER-SEWER- ER EWER "EWER-SEW -SEWER-.EWER-SEWER-SEER-EWER-EWER-,EWER- z N V) NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN 1- .