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11]COLUMN POST OR MANUFACTURED BY: <br /> [3]BASE RAIL [11]END WALL P05T <br /> III \ <br /> Ilr\\ <br /> DRILL FAIL <br /> HOLE THROUGH \\ R V CARPORTS <br /> BASE RAIL AND SECURE � ��411" <br /> \ \�\ III Ala III <br /> ANCHOR EYE WiTH 1/2"Cl _�THROUGH BOLT AND 2" sue\ \\\ III III <br /> WASHERS E.S. \\ \ \ <br /> ENGINEERED BY: <br /> ANCHOR ROD =_- - <br /> __ -__ <br /> %\III \\ po II III <br /> III III II <br /> A A ENGINEERING <br /> 1/2"O SHAFit <br /> T X(2) r SOIL ANCHORS AT CIVIL•STRUCTURAL <br /> ❑OPTION 1:HELICAL SOiL 1 4'DI5K5-HELICAL III III III _ I ALTERNATE END <br /> ANCHORS SOiL ANCHOR III III III J WALL P05TS <br /> SCALE:Nrs 48"IF INSTALLED III III // I 1 ALTERNATE INFERIOR DRAWING INFORMATION <br /> ON GRAVEL BASE SOIL ANCHORS EITHER // LJ COLUMN POSTS PROJECT: 20' WiDE <br /> SiDE OF OVERHEAD 11 D <br /> DOOR OPENINGS ANCHOR ROD5 AT ALL LOCATION:STATE OF WASHiNGTON <br /> SOiL ANCHORS AT ALL POSTS NOT SUPPORTED PROJECT NO.: 711-24-1679 <br /> CORNERS ON SOIL ANCHORS SHEET TITLE: <br /> SOiL FOUNDATION NOTES: SOiL FOUNDATION FOUNDATION OPTION 4: <br /> SCALE:NT5 <br /> 1. DESIGNS SHOWN ON THiS SHEET ARE FOR 501L ANCHOR FOUNDATION. SOIL ANCHORS <br /> 2. SOiL ANCHORS(HELICAL OR ROCK/ASPHALT)SHALL BE LOCATED AT ALL 4 L3]BASE PAIL [i]COLUMN POST OR <br /> CORNERS,ON EACH SiPE OF OVERHEAD DOOR OPENINGS,ON POSTS WiTH [11]END WALL POST SHEET NO.: <br /> DIAGONAL BRACING IF REQUIRED,AND ON ALTERNATE INTERIOR COLUMN <br /> POSTS AND END WALLS POSTS. DRILL HOLE THROUGH <br /> PAIL AiL AND SECURE CHECKED BY: OAA DATE: 1/25/24 <br /> 3. HELICAL ANCHORS ARE TO BE USED ONLY 1F THE DRIVING TORQUE INTO THE [7]BASE ANGLE WiTH LEGAL INFORMATION <br /> GROUND IS 150 FT-1-55 OR GREATER.MANUFACTURER iS NOT RESPONSIBLE .6, 1/2"0 THROUGH BOLT -ANY DUPLICATION OF TH15 DRAWING IN W11OLE OR <br /> FOR SOiL QUALITY AT SiTE. __ AND 1"WASHERS E.S. PART 15 5TRICTLY FORBIDDEN.ANYONE DOING 50 WILL <br /> 4. HELICAL ANCHORS CAN ONLY BE USED FOR CLASS 2,3&4 SOILS(SEE SOiL �PAWiNG5 VALID DUUPDTO I ER YEAR FKOM D FULL ATE of ISSUE. <br /> CLASSIFICATIONS THIS PAGE). seal: <br /> 5. ALL POSTS WiTH NO ANCHORS ADJACENT SHALL BE ANCHORED TO THE = MCI 6„ EXISTING P AB U,y <br /> GROUND WiTH A 1/2"X 30"LG.ROD.RODS WILL HAVE A PRE-FORMED HEAD AT =' = ASPHALT <br /> CD THE TOP AND ONE COAT OF RUST PROOF MATERIAL. _ _ ___ �4 Ov WAS j 'qtP <br /> 6. ASSUMED 501E BEARING CAPACITY 15 TO BE A MIN.OF 1500 PSF.CD <br /> O <br /> ANCHOR POP <br /> d ROD - - O <br /> SOiL CLASSIFICATIONS: <br /> o SOiL CLASS DESCRIPTION <br /> 2 SANDY GRAVEL AND GRAVEL,VERY THiN DENSE AND/OR CEMENTED SANDS, [7]BASE ANGLE HP9-A ASPHALT/ <br /> m HP-9 ROCK ANCHOR <br /> Lu COARSE GRAVEL/COBBLES,PRELOADED SILTS,CLAYS AND CORAL. <br /> 3 SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL,MEDIUM DENSE COARSE MIN.7 PER SIDE,TOTAL 14 EGA 40277 <br /> w SANDS,SANDY GRAVEL,VERY STIFF SiLT AND SANDY CLAYS. ��, GISTER Gti� <br /> v 4 LOOSE TO MEDIUM DENSE SANDS,FiRM TO STIFF CLAYS AND SILTS AND SIDNAL V, <br /> ALLUVIAL FILLS. ®OPTION 2:ROCK/ASPHALT ANCHORS <br /> �J *FROM HUD 'MOOELMANUFACTUREDHOMEIN5TALLATION5TANOARD5" SCALE:NTs STAMP EXPIRY: i 11-U9-2U24 <br /> DATE SIGNED: 08-26-2024 <br />