4504 TERRACE DR 2023 Plans 2025-07-22

ads a FOUNDATION NOTES 15'-0"* / 13'-0"` / 1. VERIFY ALL DIMENSIONS ON SITE. ,.a'T'ti k U F,, 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM i*`' WALL PER R&R LEVEL SURVEY. >- �,J. +: ^-" 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: ,x -- HELICAL PILES 1/SD-1.1 DRIVEN PILES 2/SD-1.1 *•.SIONgL Ef.•• 225n. 4- REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED AUGUST 27, SITE 2023,FOR ADDITIONAL INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. i 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED NOV 30,2022 REFER TO a = PLAN %3 STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL - REQUIREMENTS FOR REPAIR PLAN. 1 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8".HELIX CONFIGURATIONS PER DRIVEWAY - I' PARCEL NO. �ij 006055022013 R&R TO MEET LISTED DESIGN STRENGTH WITH APPLICABLE FACTORS OF ACCESS f3,-0"� I ---- 00 SAFETY. IL p 3Q' 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH 3 0'-6" 12°• 3", 2 TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED 44 12- DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS ' 0 EXCEED THE SPACING LIMITATION OF 8'-0'O.C.MAXIMUM. It �4// 8. ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND 4/ MIN 6"PAST SUPPORTING PILE EA END. Q } 6 -----_-----" 9. ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION N N WITH 5/8"DIAM.x 4`SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT)AT A MAXIMUM SPACING 18"OC.ANCHORS TO BE CENTERED ON H WOVERALL PARCEL PLAN OR INSTALLED ABOVE THE CENTER LINE OF THE CHANNEL. Z (E)RESIDENCE 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE w 4504 Evergreen Way, N.T.S. 9 Y ATTACHMENT LOCATIONS ARE 8"THICK MINIMUM WITH 2'-8"HEIGHT W Everett,WA 98203 (MEASURED FROM B/FTG TO TICONC)MINIMUM.FIELD VERIFY EXISTING Z 5 CONCRETE SLAB-ON-GRADE AT PILE ATTACHMENT IS 4"THICK MINIMUM. O O 11.PARCEL DIMENSIONS PROVIDED BY CITY OF SNOHOMISH COUNTY.NOT TO J AREA OF SCALE.PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH /WORK ASTERISK,"(APPROXIMATED PER SNOHOMISH COUNTY iMAP AND SEATTLE PRIMARY DEPARTMENT OF CONSTRUCTION AND INSPECTIONS GIS MAPPING TOOLS. ). NOT TO BE USED FOR LEGAL PURPOSES. ENTRANCE 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT LOCATE in UNDER • SHOWN FOR CLARITY. 7n PILES 13.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0"OR UNTIL e� , tl EXISTING POST �� 1, SITE PLAN LEGEND REFUSAL,WHICHEVER IS SHALLOWER. . Ni co n EXISTING RESIDENCE STRUCTURE DRIVEN PILE REFUSAL CRITERIA: /' ADVANCEMENT OF THE PILE SHALL CONTINUE UNTIL A WORKING e• �11 EXISTING ADJACENT STRUCTURE I PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL 9 T __ CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT LOCATE HELICAL -r• T AREA OF PROPOSED WORK SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE • PILE CAPS UNDER ---' UPLIFT FLEXURE. Pr CONCRETE STEM EXISTING POST WALL IT-0'TALL MIN TIP AT I PERIMETER * PROPERTY LINE NOTIFY L12O PFSOR TO X4)PILES g 6,0'O.C.MAX HELICAL PILE REFUSAL CRITERIA: - 1 �'`• WORK IF CONCRETE WALL TORQUINGOF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE cii Et U AT PILE LOCATIONS S IS LESS THAN 9' TALL 8� ---- APPROXIMATE DIMENSION IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH to LOCATE PILE WTHIN 2FT A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED 4. MAX OF CORNER '�# HELICAL PILE IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. N a (4)PILES p'-O'O.C.MAX ¢ STABIL-LOC PILE +31 4 4. 5 4. 6 • 7 ® EXISTING POST -..i�Z 4504 Evergreen rir Way, Everett,WA / zs'-o / 98203 S221213-1XR 3' 12' 3' 0 -1/B NJ LOT SIZE: ci a MRT 0.66 ACRE(S)(28,750 SQFT) 3' PILE SPACING&LOAD REQUIRMENTS TABLE F. =Existing Post 8/27/23 BUILDING LOT 13' 9 MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,klps ' PROOF TESTING LOAD,kips DIGGA 6K DIGGA IOK POWER TEAM COVERAGE: -1/a C25C 9%(2,568 SQFT) -3/8 -1/2 V=3"Helical Pile PILES PILE TYPE LOCATION 1/4'=t-0" BM END 204%MIN VERTICAL CAPACITY(MIN ,}=3"Concentric Pier ALLOWABLE LOADING TORQUE PRESSURE TORQUE PRESSURE PRESSURE PILES OFFSET ULTIMATE CAPACITY) #1-2,7-10 DRIVEN 6'.0 3'-0'MAX 1604 3204 TYP . - - - 6,600PSI 56 E =Polyurethane Lift #3-6 DRIVEN 6'4' 3'0'MAX 1204 240kip TYP - • - - 5000PSI -778 -7/8LOCATE PILES -SB #14 HELICAL 6.-0' 3'-0'MAX 110 kip 22.0 k.0 TYP 2797FT-LBS 900 PSI 2,784FT-LBS 800 PSI PARCEL NO. SUNDER -1 3/8 00605502201300 in POST NOTES: LEGAL DESCRIPTION -3/4 1 3/4 '"- a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE VICTORY HEIGHTS ADD TO EVERETT ELK 022 0.00-LOT 13 x •ice •3B Warp _ 9 MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING TOW TH PTN DAF BEG NE COR LOT 12TH S01`07 30E ALG E • LN SD LOT 12 DIST OF 65.48FT TH N64`19 04W DIST OF • -1 1/ CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT d 110.81 FT TH N89`40 31W DIST OF 134.21 FT TAP ON W LN 1 •-1 4 Id)PILES 6'-0'O.C.MAX EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM § LOCATE CORNER NAT1/N MAX OF -r8 SD LOT 12 TH NO2`12 39E ALGW LN SD LOT 12 DIST OF INSTALLATION TORQUE RATING OF 8,300FT`LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL ® THICKNESS PER ESR-3750. 18.01FT TO NW CORSD LOT 12 S PT ALSO BEARS N89'40 LOCATE PILE WITHIN b. FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8" 31 W FR POE TH S69'40 31E ALG N LN SD LOT 12 DIST OF 112 m 2 3/ 0 / 1FT MAX OF 232.10FT TO POB PER CITY OF EVT BLA 1474-17-94 REC AF _ U -2 1/4 - -3 6/8.:A9 CORNER TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 29 KIPS. NO 94122102438,SURV REC AF NO 9412215006 3 4 c. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750. 28'5 'Y d. CONCENTRIC DRIVEN PILES AS MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,IN ACCORDANCE WITH ESR-4121. .I`-a;PILEsge-o-o.cMAx- ' e. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OWNER NAME&ADDRESS OF THE ASSEMBLY. MCCORD MELISSA A/SCHMIDT HERMAN W III R&R LEVEL SURVEY f. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. 4504 Evergreen Way,Everett,WA 98203 SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS g.HELICAL PILE CAPS WILL BE PLACED ON HELICAL PILES 3 AND 4. Z NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN UJ I- C