Laserfiche WebLink
HEAT <br />PUMP <br />I <br />PARCEL NO. <br />004220000OG600 <br />LEGAL DESCRIPTION <br />GEMMILL MANOR BLK <br />000-DOO - LOT 6 <br />00010 <br />OWNERNANEB <br />ADDRESS <br />JEFFREY ERIC <br />4230 Grand Ave. Everett. <br />WA 98203 <br />LOT SIZE <br />0.16 (6.969. SOFT) <br />BUILDING LOT <br />COVERAGE <br />15% (2,920 SOFT) <br />42'0" _- - <br />(EI RESIUENGE <br />623D OralW Ave. Everett. <br />WA 68203 <br />In ace: <br />II �_ <br />I aw <br />SLAB WALKWAY <br />AREA OF <br />WORK <br />® L! 4 <br />: <br />( oDuNe, <br />pOfl12fl <br />L _ D.c.— FRDU <br />—ER <br />SLAB WALKWAY <br />I <br />PILE SPACING & LOAD REQUIRMENTS TABLE <br />MAX O.C. SPACING, itMIN <br />VERTICAL CAPACITY. kip°_-. <br />PROOF TESTING LOAD, kip._ <br />PILEA <br />PINE <br />TYPE <br />BTWN <br />PILES <br />END <br />OFFSET <br />ALLOWABLE LOADING <br />1200% MIN VERTICAL CAPACITY <br />(MIN ULTIMATE CAPACITY) <br />LOCATION <br />Ili <br />HELICAL <br />8-0' <br />3'0, wX <br />50 P <br />IGOMp <br />IYP <br />R}7 <br />HELICAL <br />B�' <br />3'-0'MA% <br />'20imp <br />MOMp <br />1Yp <br />..M.INIMUM AND MAXIMUM INSTALLATIN TORQUE —HELICAL ASSEMBLIES SHALL BE SPECIFIED RY THF. PILE MANUFACTURER THE MINIMUM INSTALLATION TOROUE SHALL BE HIGH <br />ENOUGH TO ACHIEVE THE REOUIREO BEARING CAPACITY, GILDING. INCLUDING A SAFETY FACTOR NO LESS THAN 2 THE MAXMUM INSTALLATION TORQUE SHALL NOT EXCEED THE <br />ALVJWA TORSIONAL CMAGTY OF THE PLE E S OR MY PART OF THE PILE ASSEMBLY MAXIMUM INSTALLATION TORQUE RATING OF 8.300FT'LBS FOR A 2 T 81NCH DIAMETER HELICAL <br />PILE WITH OeD3INCH SHAFT WALL TWCKNESS PER ESR3T50. <br />E NELK:AL ASBEMBHEB AS MANUFACTURED BY VEAL MANUFACTURING. INC. N ACCOHOM,CE WITH ESR3'S0. <br />c PILE OR ANCHOR LOADS NOT TO EXCEED MAXAWM CAPACITY AS DETERMINED <br />BY THE MANUFACTURER FOR ANY PART OF THE SEMBLY <br />I MAXIMUM ON CENTER SPADING LISTED FOR TYPICAL PRE INS TAUJI71ON UNLESS FATED OTHERWISE ON PLAN <br />NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. <br />�e 7 <br />11 _ SITE <br />PLAN <br />I <br />OVERAIl. PARCEL PLAN <br />SITE PLAN LEGEND <br />EXISTING RESIDENCE STRUCTURE <br />EXISTING ADJACENT STRUCTURE <br />:_j AREA OF PROPOSED WORK <br />PROPERTY LINE <br />---- APPROXIMATE DIMENSION <br />¢A HELICAL PILE <br />®P 20" COMPOSITE PAD <br />W,'ADJ. 46 BRACKET <br />FOUNDATION NOTES <br />1. VERIFY ALL DIMENSIONS QN SITE. <br />2. FOUNDATKMN DIMENSIONS ME TO OUTSIDE FACE OF CONCRETE STEM WALL <br />PER R.R LEVEL SURVEY. <br />3. REFER TO THE FCLLOYINO DETAILS FOR ADDITIONAL INFORMATION: <br />HELCAL PILES .... .............. .....1:s .11 <br />HELICAL w�S1EEt CHANNEL PILES.. - 21SD 1.1 <br />STEEL CHANNEL INSTALLATION 350 11 <br />4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED SEPTEMBER 13, <br />2022. FOR ADDITIONAL INFORMATION. SPECIFICATIONS. AND RECUIREMENTS, <br />5. LEVEL SURVEY PER fl6R RE PAIR PLAIN DATED DULY 22..22 REFER TO <br />STnUCTURAL CAICULAnONS PALKAOE FOR ALODIFICALiONS AND ADDITIONAL <br />REQUIREMENTS FOR REPAIF PLAN <br />6 MINIMUM PILE DIAMETER SHALL BE I II HELI%CONFIGURATIONS PER RAR TO <br />MEET LISTED DESIGN STRENGTH WITH APPLICABLE FACTORS OF SAFETY. <br />T. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOVM WITH c Dfi' <br />TOLERANCE TO ALLOW FOR UNEXPECTEO OBSTRUCTIONS ENCOUNTERED <br />DURING PAE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED <br />THE SPACING LIMITATION OFLT-0'O.0 MAXIMUM. <br />B. ALL SUPPLEMENTAL CHANNELS t08PAN FROM PILE TO PILE AND EXTEND MIN <br />6' PAST SUPPORTNO PILE EA END. <br />9- ALLSUPPLEMENTAL CHANNELS TOM ANCHORED TO THE FOUNDATION WITH <br />Se' DIAN, a 4-SIMPSON TITEN HD SCREW ANCHORS LOR APPROVED EQUIVALENT, <br />AT A MAXIMUM SPACING RrOC. ANCHORS TO BE CENTERED ON OR INSTALLED <br />ABOVE THE CENTER LINE OF THE CHANNEL. <br />10, FIELD VERIFY ALL EXIST ING STEM WALLS AT AND BETWEEN PILE AT TACHMENT <br />LOCATIONS ARE W THICK MINIMUM WITH 4-B" HEIGHT IMEASURED FROM &FTG Tq <br />TICONC) MINIMUM FIELD VERIFY EXISTING CONCRETE SLAB ON -GRADE AT PILE <br />ATTACHMENT IS A' THICK MINIMUM <br />11, PARCEL DIMENSIONS PROVIDED BY CITY OF SEATTLE. NOT TO SCALE. <br />PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS (WITH ASTERISK.'? <br />APPROXIMATED PER SNOHOMISH COUNTY —P AND SEATTLE DEPARTMENT OF <br />CONSTRUCTION AND INSPECTIONS D15 MAPPING TOOLS. NOT TO BE USED FOR <br />LEGAL PUriPOSES <br />LZ SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT <br />SHI3WN FOR CIARRY <br />14, PIES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 50 OR IMiR <br />REFUSAL WHICHEVER IS SHkLLOVIER. <br />HELICAL PIE REFUSAL CRITERW'. <br />TORQUING OF THE PLLE SI IML CONTINUE UNTIL A HYDRAULIC PREWUNE IS <br />ACHIEVED TO PROVIDE THE SPECIFIED MNNNUM VERTICAL CAPACITY WITH A <br />SAFETY FACTOR OF NO LEW THAN TWO. ADVANCEMENT SHALL BE HALTED <br />IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE <br />121 PILE.O'nI LIn. <br />1-�,CATE PILE 61-D- <br />1� >C. MAX FROM <br />(;UNNER ' <br />!S) PILES B 0" O C MAX LOCATP. PILE 1'.' <br />O.C. NO FROM <br />CORNER <br />SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS <br />FOUNDATION PLAN <br />W <br />O i <br />00 <br />_—I <br />V" <br />4230 Grand Ave, <br />Everett, WA 98203 <br />S220802-1 XR <br />NJ <br />MRT <br />9113122 <br />114. 1' 0' <br />,N <br />O <br />W <br />N <br />