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3 4 5 6 <br /> NOTES: <br /> 1. TUBE MATERIAL, SPACER, AND WELDED HELIX <br /> LOWER ANCHOR POST ASSEMBLY: <br /> 01.573" 50 KSI MIN YIELD STRENGTH, 1010 STEEL. <br /> 06.00 2. TUBE AND ANCHOR SYSTEM TO BE HOT DIPPED <br /> 013/32" GALVANIZED TO ASTM A123 OR INLINE GALVANIZED <br /> TO ASTM A1057. <br /> E <br /> 3. ALL HARDWARE IS300 SERIES STAINLESS STEEL. <br /> 3 "-16 UPPER + 4. RECOMMENDED TORQUE VALUES FOR <br /> / STAINLESS STEEL HARDWARE: <br /> SER. FLANGE ANCHOR POST RACRINc PROMDER <br /> �\ 3/8-16 HARDWARE TO 19.6 FT-LBS <br /> 3/8"-16 HEX NUT <br /> SER. FLANGE 5. MIN/MAX TORQUE VALUES FOR STAINLESS STEEL <br /> HEX BOLTAmm "I <br /> HARDWARE) <br /> SOLAR RACKING <br /> 3/8-16: 17.5 - 21.5 FT-LBS <br /> 20-345 COUNTY ROAD X <br /> 6. ANCHOR HELIX SHALL PENETRATE THE SOIL TO A RIDOEwL( CORNERS,OHIO a3sss 3 <br /> 67.5280 <br /> 3/8"-16 + DEPTH PAST THE FROST LINE AND TO THE DEPTH (P) 41927.5214 <br /> ANCHOR SPACER INDICATED AS MINIMUM TO ACHIEVE MINIMUM .A LTERNAfVEa <br /> SER. FLANGE WWW.APAL7ERNAPVES.COM <br /> WELDED HELIX HEX BOLT RESISTANCE TO TENSION, COMPRESSION, AND <br /> ASSEMBLY TENSION LOADS, PER THE STATE SEALED LETTER, <br /> WHICHEVER IS DEEPER. RAaINc rrPE <br /> 7. INSTALLERS SHALL REFER TO STRUT AND POST READYRACK <br /> SETUP SHEETS FOR LENGTH AND PLACEMENT <br /> 3/8"-16mDETAILS. D 15 T R I B U TI D N <br /> SER. FLANGE - <br /> HEX NUT 8. LISTED EMBEDMENT DEPTHS, ARE ONLY TO EXCEED STRUURAL ENGINEER OF RECORD <br /> SPECIFIC FROST DEPTHS, AS INDICATED IN THE <br /> D LOWER TABLE. IT'S THE CUSTOMERS RESPONSIBILITY TO <br /> ANCHOR POST CONFIRM THE PROJECT FROST DEPTH, OR REQUIRED <br /> MINIMUM DESIGN DEPTH WITH THE LOCAL AHJ, aJLLlliiCCJJ <br /> BEFORE PURCHASING MATERIALS. •rch:E•cos a•ng:n••rs <br /> O PROJECTED HELIX AREA (06.0") 9. DEEPER EMBEDMENT, THAN LISTED HERE, MAY BE <br /> REQUIRED TO RESIST ANTICIPATED MAXIMUM LOAD 300 W.DUSSEL DR. <br /> • IN BEARING: 26.5 IN2 (0.184 FT2) VALUES, PER THE STATE SEALED STRUCTURAL MAUMED oN 43537 <br /> • IN TENSION: 22.7 IN2 (0.158 FT2) LETTER. IT IS THE CUSTOMERS RESPONSIBILITY TO IP1419.725.7161 F1 419.725.7160 <br /> SPECIFIC MATING HOLE DEPENDENT ON RACKING TILT CONFIRM THAT THE ONSITE SOIL CONDITIONS ARE <br /> D1 CONNECTION: POST-TO-HELIX D2 CON.: UPPER-TO-LOWER D3 TOP VIEW: 6.0" HELIX ASM. D4 SIDE VIEW: 6.0" HELIX EMBEDMENT AND REACPURCHASED <br /> ION"Va UES"(FROMI THE PROFESSIONAL SEAL,ETAMP <br /> STATE SEALED LETTER). SEE <br /> 10. PILES MUST BE DRIVEN TO FULL DEPTH, OR THEY APPROPRIATE <br /> ARE CONSIDERED A FAILURE AND AN ADDITIONAL STATE STAMPED <br /> 013/32" THRU C3 ANCHOR OR ALTERNATE ANCHORING METHOD MAY CERTIFICATION <br /> (1.00 ) (2) PLACES S.20 (1.00") 02.20" BE REQUIRED. DOCUMENT/S <br /> APPROX. 90.0° 11. SHALLOWER PILE EMBEDMENTS MAY ONLY BE USED <br /> ® IF APPROVED BY A CUSTOMER CONTRACTED <br /> 6.00 LICENSED GEOTECHNICAL ENGINEER. INSTALLING <br /> GROUND LEVEL FOUNDATIONS <br /> LISTEDYHERE,, IN 0 DEPTH <br /> E <br /> THAN STATE SEALED <br /> C LETTER, AND COMPANION DOCUMENTATION, MAY �J <br /> - VOID THE WARRANTY OF THE FOUNDATION, THE <br /> RACKING SYSTEM, OR ANY OTHER PART. L� O <br /> 12. ANCHOR POST INSTALLATION <br /> !\\ 12.1. ACCURATELY LOCATE AND INSTALL ANCHOR <br /> `SOIL POSTS BY SUCH METHODS AND EQUIPMENT SO <br /> NOTE: LENGTHS VARY, SEE SHEET NOTES T AS NOT TO IMPAIR THE ANCHOR STRENGTH OR Q <br /> DAMAGE ANCHORS OR ADJACENT � <br /> C1 PART: LOWER ANCHOR POST C3 SEC.: LOWER POST H CONSTRUCTION. <br /> FROST DEPTH 12.2. INSTALLATION CONTRACTOR RESPONSIBLE FOR ~ �� <br /> ALL CONSTRUCTION EQUIPMENT, METHODS, AND <br /> SEQUENCES. <br /> g3 013/32" THRU 12.3. DISTURBED GALVANIZED SURFACES SHALL BE <br /> 5.20 (2) PLACES 03 TOUCHED UP WITH AN APPROVED COLD <br /> 01.90" 5.20 GALVANIZING COMPOUND. C-D <br /> • 12.4. INSTALL ANCHORS TO MINIMUM DEPTH AS Q Q <br /> REQUIRED, MINIMUM VALUE OF THIS SHEET, THE " _ <br /> - - - STATE SEALED LETTER, OR THE LOCAL AHJ. <br /> B 13. HELICAL ANCHOR POSTS SHALL BE INSTALLED SO <br /> THAT POST TOLERANCES ARE MET, AND THE POST <br /> DOES NOT DEFORM EXCESSIVELY, SO THAT THE 0 <br /> 5.1" RACKING CANNOT CONNECT TO THE POST. <br /> "(1-0") HELIX Q <br /> DIA. 14. ANCHORS DRIVEN TOO SHALLOW OR TOO DEEP WILL L-LJ <br /> 42.5" LENGTH 6.00" NEED TO BE REMEDIED (AT THE CONTRACTOR'S (f) <br /> MUST SIT AT OR BELOW FROST DEPTH EXPENSE) <br /> B1 PART: UPPER ANCHOR POST - FRONT 63 SEC.: UPPER POST 64 VIEW: POST EMBEDMENT 15. IT IS THE CONTRACTORS RESPONSIBILITY TO - <br /> DETERMINE THE LOCAL DESIGN FROST DEPTH, AND SHEET REASIONB <br /> DETERMINE THE LOAD CAPACITIES OF THE SOIL. <br /> DATE <br /> 8 16. THE CONTRACTOR IS RESPONSIBLE FOR ANY _ <br /> 013/32" THRU EMBEDMENT TABLE DAMAGE TO THE PILE AFTER DELIVERY, INCLUDING <br /> / B3 HITTING UNDERGROUND OBSTRUCTIONS, <br /> (4) PLACES 5.20 DESIGN FROST INCORRECTLY INSTALLING RESULTING IN DAMAGE, <br /> 20° HOLE 25° HOLE 30° HOLE OR OTHER. <br /> DEPTH E71 Ell <br /> MIN.EMBEDMENT TUBE LENGTH <br /> (PER AHJ) <br /> 17. PILES ARE DESIGNED TO SOIL CONDITIONS STATED <br /> 530" 30" (35.5") IN IBC 2012. THE CUSTOMER SHALL VERIFY SITE <br /> CONDITIONS MEET MINIMUM REQUIREMENTS. AP A P P R O V E D <br /> F4 - - - - - - - - - - - S36" 36" (41.5") ALTERNATIVES AND THE JDI GROUP ARE NOT _ <br /> b DR- RENEWED APPROVED SIZE <br /> E A 542" 42" 47 5" RESPONSIBLE FOR IMPROPER PILE CHOICE OR <br /> ( ) INSTALLATION. NF JR JDI D <br /> F S48" 48" (53.5") REEr NAME <br /> s (1.0") 13 8" 5.0" 4. 560" 60" (65.5") ANCHOR POSTS & <br /> g 22.0HELIXES" <br /> 88.5" LENGTH PROJECT NUMBER <br /> RRD18US-001 <br /> Al PART: UPPER ANCHOR POST - REAR DRAnNGNOMBER lEl <br /> w <br /> S.20 A <br /> 2 3 4 5 6 <br />