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LUSH CONCRETE SLAB FOUNDATION NOTES: MANUFACTURED BY: <br /> l. E SIZE OF THE SLAB SHALL EQUAL THE FOOT-PRINT OF THE <br /> BU ING.ANCHORS CANNOT BE INSTALLED THRU THE BASE RAIL. _ -- <br /> ANC RS SHALL BE INSTALLED THRU WELDED ANGLES OR INTERNAL ; <br /> TUBE PI S(REF.DETAIL 1)TO ALLOW ANCHOR EDGE DISTANCE. _ <br /> 2. DEPTH OF S B TURN DOWN FOOTING SHALL BE GREATER THAN _-- CONTROL <br /> FROST DEPTH CIFIED PER LOCAL CODE. i JOINTS <br /> 3. CONTROL JOINTS ALL BE PLACED SO AS TO LIMIT MAX.SLAB - (SEE NOTE 3) R V CARPORTS <br /> SPANS TO 20'IN EA DIRECTION. <br /> 4. ASSUMED SOIL BEARIN APACITY IS TO BE A MIN.OF 1500 PSF. <br /> 5. CONCRETE STRENGTH TO B MIN OF 2500 PSI @ 28 DAYS. <br /> 6. NOTCH DETAILS AT DOORS SHA BE PROVIDED BY DOOR <br /> MANUFACTURER. -� - -L <br /> I �' i/ �� FLUSH OPTION <br /> 7. IT IS THE RESPONSIBILITY OF THE CON E CONTRACTOR TO ' ------G1- - NO GAP IS <br /> SECURE AND VERIFY ALL DESIGN DETAIL RIOR TO STARTING ANY - -- ��--- /r-_ REQUIRED ENGINEERED BY: <br /> WORK. ' BETWEEN <br /> NOTE:ANY FOUNDATION POURED PRIOR TO BUILDI DEPARTMENTS ' ( BUILDING AND <br /> APPROVAL OF THESE GENERICS,IS CONSIDERED"BY ERS",AND IT'S <br /> -'-'� SLAB EDGE <br /> DESIGN IS NO LONGER CERTIFIABLE BY THIS ENGINEER O ECORD. <br /> - --------- A&A ENGINEERING <br /> > " CIVIL•STRUCTURAL <br /> ANCHORAGE NOTES: MONOLITHIC CONCRETE SLAB(WITH TURNDOWN) DRAWING INFORMATION <br /> 1. ANCHORS ARE TO BE CONCRETE WEDGE OR EXPANSION CHOIRS. PROJECT: 20'WIDE <br /> 2. MIN.EMBEDMENT DEPTH TO BE 3". FLUSH CONCRETE SLAB <br /> 3. MINIMUM SPACING BETWEEN TWO ADJACENT ANCHORS TO BE 4". SCALE:NTS LOCATION:STATE OF WASHINGTON <br /> 4. ANCHORS TO BE SPACED NO MORE THAN 6"FROM POSTS. TABLE 11 :ANCHORAGE SCHEDULE PROJECT NO.: 711-24-1679 <br /> 5. REF.TABLE 11 FOR ANCHORAGE SCHEDULE. WIND SPEED ANCHOR <br /> SHEETTITLE: <br /> IN LOCATIONS REQUIRING TWO ANCHORS DUE TO WIND,ONE FOUNDATION OPTION 1: <br /> ANCHOR IS TO BE ON EACH SIDE OF THE COLUMN POST. ENCL ED 0105 TO 135 (1) 1/2"0 X 7" FLUSH CONCRETE SLAB <br /> AT MINIMUM,1 CONCRETE ANCHOR SHALL BE LOCATED NEXT TO EVERY 0136 TO 180 (2) 1/2"0 X 7" SHEET NO.: 11-A / 11 <br /> POST AND 1 ANCHOR ON EITHER SIDE OF OPENINGS. 105 TO 135 (1) 1/2"0 X 7" <br /> AT MINIMUM,2 ANCHORS SHALL BE INSTALLED AT CORNERS OF OPEN 6 TO 180 (2) 1/2"0 X 7" <br /> ENCLOSED BUILDINGS WITH END WALLS-ONE ON EACH BASE RAIL. CHECKED BY: OAA DATE: 1/25/24 <br /> LEGAL INFORMATION <br /> BLDG.LINE BLDG.LINE -ANY DUPLICATION OF TH15 DRAWING IN WHOLE OR <br /> PART 15 5TRICTLY FORBIDDEN.ANYONE DOING 50 WILL <br /> BE FR05ECUI-ED UNDER THE FULL EXTENT OFTHE LAW. <br /> ANCHOR - � - COL.POST ANCHOR THRU -^��- COL.POST -DRAWING5 VALID UP TO I YEAR FROM DATE OF 155UE. <br /> (MAX 6"FROM POST) FLUSH 3 FLUSH <br /> 3•'LG-L 2y"X 2Y2'X/s'OR SEAL: <br /> 3"LGL 2Y2"X 2"X)f6'ANGLE SLV <br /> ABU,y <br /> 9"LG.INTERNAL ( ) <br /> (MAX 6"FROM POST) <br /> TUBE PIECE MIN.4" MIN.4" A <br /> y E.D E.D O S�rI� n� <br /> of N CONC.SLAB REINF.W/ CONC.SLAB REINF.W/ � v W A l <br /> 20 6X6-W2.0X W2.0 WWF y�� 2" 6X6-W2.0X W2.0 WWF y <br /> OR <br /> y o #3 @ 18"C/C E.W. _ #3 @ U C/C E.W. O <br /> "o v T/SLAB 5%GRADE_ 5 RADE Fv <br /> �- a _ UP TO 10' a iv UP T 0' � Z <br /> IL E <br /> d V N z <br /> w O <br /> ED <br /> W UNDISTURE <br /> GRADE �i C7 C UNDISTURBED GRADE '!' O f .f� 40277 <br /> 0 Y <br /> O GISTE <br /> Q <br /> U (2)#4 CONT. (2)#4 CONT. V <br /> ZONAL E1`Z <br /> B �_ FLUSH PERIMETER DETAIL STAMP EXPIRY:11-09-2024 <br /> �J W u I SCALE:NTS <br /> W' DATE SIGNED: 08-26-2024 <br />