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Ell COLUMN POST �D \ ��\\ \ III MANUFACTURED BY: <br /> OR[11]END WALL 1�1' � <br /> POST ANCHOR-SEE �\ �lI ��\� � \\\ <br /> SCHEDULE <br /> [3]BAS 1L ir <br /> � <br /> RV CARPORTS <br /> • - _ = w w <br /> �- <br /> -• <br /> CONCRETE PiER <br /> _• _ III III III III / CONCRETE PiERS ENGINEERED BY: <br /> ' ° , � �- _ <br /> III //r ALTERAT NATE <br /> END WALL P05T5 <br /> MiN.(1)94 BAR - <br /> 36"LG. - "-_ - !- "_ _ III � 2 <br /> 4. 11-G CONCRETE PiERS AT <br /> CONCRETE PIERS EITHER / _J� ALTERNATE INTERIOR A&A ENGINEERING <br /> SiDE OF OVERHEAD DOOR COLUMN POSTS�" 11 C c'nRL•srxucruuar <br /> FR5 AT ALL <br /> D7�MF17CI 0� a-a ` OPENINGS ANCHOCONCRETE <br /> CORNERS P05TS ROOD UPPORTED <br /> AT ALLON CONCRETE PiERS DRAWING INFORMATION <br /> ❑ CONCRETE PiER FOUNDATION <br /> CONCRETE PiER DETA10 SCALE:NTS PROJECT: 20' WiDE <br /> SCALE:NTS CONCRETE P FOUNDATION NOTES: TABLE 11-C.2:ANCHOR SCHEDULE LOCATION:STATE OF WASHiNGTON <br /> 1. DESIGNS SHOWkON THIS SHEET ARE FOR CONCRETE FIER <br /> FOUNDATION.AN F THE FOUNDATIONS SHOWN ON • r SPEED ANCHOR PROJECT NO.: 711-24-1679 <br /> [i]COLUMN POST SHEET TITLE: <br /> OR[11]END WALL SHEETS 11-A THRU C N BE USED. ❑105 TO 135 (1)1/2"0 X 7" FOUNDATION OPTION 3: <br /> POST 2. CONCRETE PIERS SHA\TWOCHOK5 <br /> OCATED AT ALL 4 CORNERS, ENCLOSED ❑136 TO 180 (2)1/2"LJ X 7" <br /> ON EACH SiPE OF OVEDOOR OPENINGS AND ON CONCRETE PiERS <br /> [3]BASE RAiL ANCHOR ROD ALTERNATE INTERIOR N STS AND END WALLS OPEN ❑105 TO 135 (1)1/2"0 X 7" SHEET NO.: 11-C 111 <br /> POSTS. 0136 TO 180 (2)1/2"0 X 7" <br /> 3. TWO ANCHORS SHALL TALLED T CORNERS OF NOTES: <br /> MCI 0„ ENCL05EP BUILDINGS ND WALL5 NE ON EACH 1. ANCHORS ARE TO BE CONCRETE WEDGE OR CHECKED BY: OAA DATE: 1/25/24 <br /> BASE RAIL.IN LOCATIOUIRING TWO CHORS DUE EXPANSION ANCHORS. <br /> LEGAL INFORMATION <br /> =- - - __ -- _ - TO WIND.ONE ANCHOR BE ON EACH SiDE THE 2. MiN.EMBEDMENT DEPTH TO BE 27. <br /> :'_ COLUMN POST WiTH A OLE OR <br /> PART 15 STw�Y ORBIDDN.Of TH15 DANYONE DOIPAWING IN NG 50 WILL <br /> 3. ANCHORS TO BE SPACED NO MORE THAN 6"4. ANCHORS iN CL05E PRY TO EACH OTHER MU5 AVE 6E PROSECUTED UNDER THE FULL EXTENT OF THE LAW. <br /> FROM POSTS. -DRAWING5 VALID UP TO I YEAR FROM DATE OF 155UE. <br /> A MiN.4"SPACING. <br /> _= 5. MiN.NUMBER OF CONCNCHORS PER POST WiTH ASEAL: <br /> PiER SHALL BE AS SH TABLE 11 G2. P• A B U,Lo <br /> Y <br /> 6. TWO ANCHORS AND A PIER ARE REQUIRED AT DIAGONAL 4 0 WAS <br /> BRACING LOCATIONS WHEN REQUIRED. �r <br /> ANCHOR ROD INTO SOiL DETAIL 7. ALL POSTS NOT SUPPORTED ON CONCRETE PiER5 SHALL <br /> 2 SCALE:NT5 BE ANCHORED TO THE GROUND WiTH A 1/2"X 30"LG. 1, O <br /> E 00 <br /> m THREADED ROD.RODS WiLL HAVE A PRE-FORMED HEAD AT <br /> o TABLE 11-C.1:CONC. THE TOP AND ONE COAT OF RUST PROOF MATERIAL. <br /> ID <br /> FIER SCHEDULE 8. PiER5 SHALL BE FORMED BY DIGGING A HOLE OF THE <br /> w WIND SFEEP MIN.SIZE SAME 51ZE A5 THE PiER ON LEVEL GRADE AND FILLING 1T 40277 <br /> wREQP. WiTH CONCRETE.THRD.ROD ANCHORS SHOULD BE DROPPEDISTER�9 <br /> 0105 TO 130 18"0 X 56" INTO THE PIERS PRIOR TO POURING THE CONCRETE. S' Cj <br /> U ❑140 TO 155 18"0 X 42" 9. ASSUMED SOiL BEARING CAPACITY iS TO BE A MiN.OF S10NAL V, <br /> ❑165 TO 180 18"0 X 46' 1500 PSF. <br /> �J 10. CONCRETE STRENGTH TO BE A MiN OF 2500 PSi @ 26 STAMP EXPIRY: 1 1-09-2024 <br /> DAYS. DATE SIGNED: 08-26-2024 <br />