1213 HOYT AVE 2023 Plans 2025-07-01

• ' C) m z PILE SPACING&LOAD REQUIREMENTS TABLE • FOUNDATION NOTES O mm .4)PILES @6'-0"OCD9IAX MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips • . m m w af DJ CA PILE 1t PILE TYPE 200%MIN VERTICAL CAPACITY LOCATION �.'. 1. VERIFY ALL DIMENSIONS ON SITE. m 2 n1 44' BTWN PILES END OFFSET ALLOWABLE LOADING t�"' `' (MIN ULTIMATE CAPACITY) j • 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL SURVEY. N o .- j 1-4 6'-0" 10.0 k/PILE 20.0 k/PILE EXTERIOR 'i 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: j s a C m m A A v N 5,9 6'-0" 11.0 k/PILE 22.0 k/PILE EXTERIOR ,••ro'-E• .• HELICAL PILE 1/SD-1.1 c1 `!KT-I to W X m 11 c) m O m J m 6-8 HELICAL PER PLAN 11.0 k/PILE 22.0 k/PILE POSTS DRIVEN PILE_ 71SD-1.1 Ed X m *_ 10 1 m v - ------------- 10 6'-0" PER PLAN 7.0 k/PILE 14.0 k/PILE EXTERIOR 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED DECEMBER 2ND,2022,FOR ADDITIONAL INFORMATION,SPECIFICATIONS, mZi m 0 z m Lb AND REQUIREMENTS. z m a I m 11,14 6'-0" 13.0 k/PILE 26.0 k/PILE CHIMNEY 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED SEPTEMBER 29TH,2022.REFER TO STRUCTURAL CALCULATIONS PACKAGE FOR r- C)v I 3 12-13 PER PLAN 11.0 k/PILE 22.0 k/PILE CHIMNEY C) N MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. 'or 1-2 8'-0" 10.0k/PILE 20.0k/PILE BEAM N CONCENTRIC 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'. _ -I0 6 _ .- v Oi . s - de 3 6'-0" 12.0 k/PILE 24.0 k/PILE EXTERIOR 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH t 0'E"TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS Z E II W 1,::_ Ar, NOTES: ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED m 2 m ON LEVEL SURVEY. 8 Z _ (� a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIESSHRLL BE SPECIFIED BY THE PILE 9. FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8'THICK MINIMUM WITH 2'8'HEIGHT 0 m MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING y O ti CAPACITY LOADING,INCLUDING AN SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT (MEASURED FROM B/FTG TO T/CONC)MINIMUM. �' EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM UJ 10.PARCEL DIMENSIONS NOT TO SCALE.PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,')APPROXIMATED PER - INSTALLATION TORQUE RATING OF 8,300FT'LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL o - SNOHOMISH COUNTY iMAP.NOT TO BE USED FOR LEGAL PURPOSES. _ W p - THICKNESS PER ESR-3750. 11.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. OD W . 0 b.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8" D Z o -�, f � - TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. 12.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0"(UNO PER GEOTECHNICAL REPORT). 21-,r0 ICJ t1 } c. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750. I-_ W O O-4 n ,9 S d.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART > C Z-I W OF THE ASSEMBLY. F- w HELICAL PILE REFUSAL CRITERIA: OO m o n .b ® e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. W z TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL , O II II II II 11 Z O CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS m m Z 0 CZ O, W (..2m O O w TO EXPERIENCE UPLIFT FLEXURE. 2 Q§A O=_ A X x - En __> a o i g, / > 3� m co ^• SITE PLAN LEGEND -� �,1 IS DRIVEN PILE REFUSAL CRITERIA O_Z m m m m m m rn = On_+ ADVANCEMENT OF THE PILE SHALL CONTINUE UNTIL A WORKING PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL a o_ ID N V W a 13 o Ea EXISTING RESIDENCE STRUCTURE CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS m m n 0 m 8. m Q 6 a , .. TO EXPERIENCE UPLIFT FLEXURE. D f. m m ,.__; EXISTING ADJACENT STRUCTURE 1�r �? : AREA OF PROPOSED WORK --' R&R LEVEL SURVEY See Structural Calculation Package for Additional Requirements PROPERTY LINEz if ---- APPROXIMATE DIMENSION I I 1211 HOYT AVE I - EVERETT,WA 98201 Ii. - - -------- .-. . . . . " PROPERTY LINE. . . . . . . .i I 1213 HOYT AVEo sE,a--`g4`0"-""-, .-,•,.- »-r -•••••- - •�„ 121,D•' .-.-" CO #1 f , EVERETT 290 "WArp,- � � I 6-0 1 T.„ -,- �_. __ � .rraR_,, PRIMARY w"�.E i ACCESS ! �� »E',.e� x„. I ! �w "'�..,"_. I S221012-3XR f I �DRI�- V�EWAy A w I AREA OF WORK ! I ACCESS i I JT I /yWe i I= DENCE 1213HOYTAVE `4 I i MRT w l'. O EVERETT,WA 98201 I / ' °-'' PARCEL NO. N T 12/02/2022 �I 00409422800900 1A i I ! 2 ' LEGAL DESCRIPTION I I N C rn CHURCH&LA MOURES SUPPL BLK 228 ' ! D-00-BLK 228N 15FT LOT 9&S20FT I ! o' I N ''1 If LOT10 fm r I OWNER NAME&ADDRESS I 1 I I WELLS-EDWARDS PAUL J&ANDREA L I (E)CHIMNEY I4A*SPh 1213 HOYT AVE .} II E I EVERETT,WA 98201 6,-0„ I I II I i e/ i j s PROPERTY LINE i 1217 HOYT A.E EVERETT.WA 98201 C I Z i Q cJ NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. I 0 SITE PLAN Ln