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MANUFACTURED BY: <br /> TABLE 11-B.1:ANCHOR SCHEDULE <br /> (MPH) SIZE/NUM13EF <br /> _ <br /> ENCLOSED ❑105 TO 135 (1)1/2"0 X 7" it III \\ <br /> 6 TO 180 (2)1/2"PJ X 7" zz <br /> OPEN ❑10 0 135 (1)1/2"0X7' � q `� RV CARPORTS <br /> 0136 T 80 (2)1/2"0 X 7" <br /> NOTES: <br /> 1. ANCHORS ARE TO DECO BETE WEDGE OR \\ \\ <br /> EXPANSION ANCHORS. <br /> 2. MIN.EMBEDMENT DEPTH TO BE <br /> 3. ANCHOR5 TO BE SPACED NO MOP AN 6" III �\ / \S \\\ III ENGINEERED BY: <br /> FROM POSTS. <br /> TABLE 11-8.2:CONC. / \s A&A ENGINEERING <br /> III \\ S \� CR'IL•STRUCTURAL <br /> STRIP SCHEDULEWIN III A� III <br /> r SPEED MIN.SIZE <br /> / /�/ DRAWING INFORMATION <br /> 0105 TO 130 12"X 12" % \ / PROJECT: 20 WIDE <br /> 0140 TO 155 18"X 12" \ III III III III / LOCATION:STATE OF WASHINGTON <br /> ❑165 TO 180 221 X 15"X 12" \ III III III / PROJECT NO.: 711-24-1679 <br /> 121 SHEET TITLE: <br /> NOTES: \\\ \ \\ III III III /� FOUNDATION OPTION 2: <br /> \ CONCRETE STRIP <br /> 1. WIDTH AND DEPTH DIMENSIONS CAN \\ \ \ <br /> BE INTERCHANGED. \ III j SHEET NO.: 11-8 / 11 <br /> FOOTING OPTIONAL AT OPEN J - r CONCRETE STRIP FOUNDATION pAA DATE: 1/25/24 <br /> END WALLS AND OVERHEAD SCALE:NTS CHECKED BY: <br /> DOOR OPENINGS 1 LEGAL INFORMATION <br /> 11-5 -ANY DUPUCATION OF TH15 DRAIMNG IN WHOLE OR <br /> PART 15 5TRICRY FORBIDDEN.ANYONE DOING 50 WILL <br /> CONCRETE STRIP FOUNDATION NOTES: BE PR05ECUTED UNDER THE FULL EXTENT OF THE LAW. <br /> -DRAWING5 VALID UP TO I YEAR FROM DATE OF 155UE. <br /> 1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE STRIP FOUNDATION.ANY [1]COL N POST ANCHOR-SEE SEAL: <br /> OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU C CAN BE USED. TABLE 11-5.1 AB U, <br /> w 2. CONCRETE ANCHORS SHALL BE LOCATED NEXT TO EVERY POST AND ON EITHER GRADE(MIN.2% N•SE OF Y <br /> d [3]BASE RAIL <br /> Z ENDCLOSEDPBUIN INGS WITH END WALLS LENIGS.TWO ANCHORS SHALONE13ETON EACH BASE RA1LE N LOCATIONS NSTALLED AT CORRS OFSLFROM SLAB) �ov WA <br /> ��✓ <br /> m <br /> w REQUIRING TWO ANCHORS DUE TO WIND,ONE ANCHOR 15 TO BE ON EACH SIDE OF O <br /> THE COLUMN POST. <br /> IL 3. MIN.NUMBER OF CONCRETE ANCHORS PER POST SHALL BE AS SHOWN IN TABLE <br /> N <br /> 4. ANCHORS IN CLOSE PROXIMITY TO EACH OTHER MUST HAVE A MIN.4"SPACING. <br /> w 5. DEPTH OF CONCRETE STRIP FOOTING SHALL BE GREATER THAN FROST DEPTH (4)#4 REBAR A 40277 w� <br /> O SPECIFIED PER LOCAL CODE. CONT. ° art �� ti9 <br /> V 6 ASSUMECONCRETE STRENGTH G HIL IN 0 BE AACITY 15 TO DE A MIN.OF M1N OF 2500 PSI @ 28 DAYS. <br /> PSF. SEQ7. E TABLE 11 B.2 �SSI NA L V,��1� <br /> 'J BUILDING IS TO BE MOUNTED ON THE CENTER OF THE STRIP FOUNDATION. ❑CONCRETE STRIP FOUNDATION DETAIL 1 STAMP EXPIRY: <br /> SCALE:NT5 DATE SIGNED: ��-0�-2024 <br /> 08-26-2024 <br />