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(1]COLUMN POST OF, MANUFACTURED BY: <br /> [11]END WALL POST <br /> [3]BASE FAIL <br /> DRILL 5/5"HOLE THROUGH <br /> BASE FAIL AND SECURE <br /> ANCHOR EYE WITH 1/2"0 <br /> THROUGH DOLT AND 2" <br /> WASHERS E.S. JA <br /> 457 N. Broadway, <br /> Joshua, TX 76058 <br /> 1-866-730-9865 <br /> ENGINEERED BY: <br /> ANCHOR FOP III ji <br /> o III III \ III '�' <br /> 1/2"0 SHAFT X(2) '01 SOIL ANCHORS AT <br /> #'PISKS-HELICAL ALTERNATE END A&A ENGINFYIUNG <br /> 1 <br /> F1 OPTION 1:HELICAL SOIL . —7'ril CIVIL-MUCTURAL <br /> ANCHORS SOIL ANCHOR WALL POSTS <br /> SOIL ANCHOFS AT SCALE.NTS <br /> ALTERNATE INTERIOR DRAWING INFORMATION <br /> E301L ANCHORS EITHER COLUMN POSTS PROJECT: 24' Wide <br /> SIDE OF OVERHEAD ii-P <br /> POOR OPENINGS ANCHOR RODS AT ALL LOCATION: STATE OF WASHINGTON <br /> SOIL ANCHORS AT ALL POSTS NOT SUPPORTED PROJECT NO.: 233-24-0431 <br /> CORNERS ON SOIL ANCHORS SHEETnTLE: <br /> SOIL FOUNDATION NOTES: SOIL FOUNDATION FOUNDATION OPTION 4: <br /> 1. DESIGNS SHOWN ON THIS SHEET ARE FOR SOIL ANCHOR FOUNDATION. SCALE:NT5 SOIL ANCHORS <br /> [3]BASE FAIL <br /> 2. SOIL ANCHORS(HELICAL OR ROCK/ASPHALT)SHALL DE LOCATED AT ALL 4 [1]COLUMN POST OF <br /> CORNERS,ON EACH SIDE OF OVERHEAD POOR 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 50'HOLE THROUGH CHECKED BY: DATE:1/25/24 <br /> 3. HELICAL ANCHORS ARE TO BE USED ONLY IF THE DRIVING TORQUE INTO THE BASE FAIL AND SECURE <br /> [7]BASE ANGLE WITH LEGAL INFORMATION <br /> GROUND 15 150 FT-LDS OR GREATER.MANUFACTURER 15 NOT RESPONSIBLE 61, 1/2"0 THROUGH DOLT -AWDUPUCATION OFTH15 DRAWING IN WHOLE OR <br /> FOR SOIL QUALITY AT SITE. PART 15 5TRIMY FORBIDDEN.ANYONE DOING 50 WILL <br /> AND 1"WASHERS E.S. <br /> BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. <br /> 4. HELICAL ANCHORS CAN ONLY BE USED FOR CLASS 2.3&4 SOILS(SEE SOIL DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE <br /> rl CLASSIFICATIONS THIS PAGE). <br /> SEAL: <br /> 5. ALL POSTS WITH NO ANCHORS ADJACENT SHALL DE ANCHORED TO THE EXISTING <br /> A B U` <br /> GROUND WITH A 1/2"X 30"LG.ROD.FOPS WILL HAVE A PRE-FORMEP HEAP AT ASPHALT <br /> THE TOP AND ONE COAT OF RUST PROOF MATERIAL. <br /> OV W A <br /> o 6. ASSUMED SOIL BEARING CAPACITY 15 TO BE A MIN.OF 1500 PSF. <br /> ANCHOR FOP <br /> 0 <br /> 3. rn <br /> SOIL CLASSIFICATIONS: <br /> SOIL CLASS DESCRIPTION <br /> 2- 2 SANDY GRAVEL AND GRAVEL,VERY THIN DENSE AND/OF CEMENTED SANDS, (7]BASE ANGLE HP9-A ASPHALT <br /> COARSE GRAYEL/CODDLES,PRELOAPEP SILTS,CLAYS AND CORAL. HP-9 ROCK ANCHOR <br /> 3 SAND,SILTY SAND,CLAYEY SAND,51LTY GRAVEL,MEDIUM DENSE COARSE 0 40277— <br /> SANDS,SANDY GRAVEL,VERY STIFF SILT AND SANDY CLAYS. Is, IMCy <br /> 4 LOOSE TO MEDIUM DENSE SANDS,FIRM TO STIFF CLAYS AND SILTS AND SIGNAL <br /> ALLUVIAL FILLS. E]OPTION 2:ROCK ASPHALT ANCHORSr:� <br /> "FROM HUD 'MODEL AIANLIFACrLIKEPHOAlEIN57ALLA7'10NS7'ANPAKPS" SCALE:NTS sTAmpExpiRY:NOV 9 2024 <br /> 1 1 DATE SIGNED: FEB 23 2024 <br />