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ON-FLUSH CONCRETE SLAB FOUNDATION NOTES: MANUFACTURED BY: <br /> 1. T LENGTH AND WIDTH OF THE SLAB SHALL+6"GREATER(3"GAP - <br /> AR ND BUILDING PERIMETER ON ALL 4 SIDES)THAN THE "- <br /> FOOT- INT OF THE BUILDING TO ALLOW ANCHOR EDGE DISTANCE. - ' - CONTROL <br /> 2. DEPTH OF B TURN DOWN FOOTING SHALL BE GREATER THAN - JOINTS <br /> FROST DEPT ECIFIED PER LOCAL CODE. (SEE NOTE 3) <br /> _ <br /> 3. CONTROL JOIN HALL BE PLACED SO AS TO LIMIT MAX.SLAB <br /> SPANS TO 20'IN EA DIRECTION. ` RV CARPORTS <br /> 1 _ <br /> 4. ASSUMED SOIL BEARIN CAPACITY IS TO BE A MIN.OF 1500 PSF. <br /> 5. CONCRETE STRENGTH TO A MIN OF 2500 PSI @ 28 DAYS. <br /> 6. NOTCH DETAILS AT DOORS S L BE PROVIDED BY DOOR T' 1 _ <br /> MANUFACTURER. ' " NON-FLUSH <br /> 7. IT IS THE RESPONSIBILITY OF THE CO RETE CONTRACTOR TO LI ' OPTION <br /> SECURE AND VERIFY ALL DESIGN DETA PRIOR TO STARTING ANY -- --------- -- 3"GAP IS ENGINEERED BY: <br /> WORK. ' REQUIRED <br /> _ _ �� <br /> NOTE:ANY FOUNDATION POURED PRIOR TO BUIL G DEPARTMENTS ' BETWEEN <br /> �— ------ '� BUILDING AND <br /> APPROVAL OF THESE GENERICS,IS CONSIDERED"B THERS",AND IT'S �------------�— — — -----------Y' = SLAB EDGE <br /> DESIGN IS NO LONGER CERTIFIABLE BY THIS ENGINEER RECORD. <br /> A&A ENGINEERING <br /> ANCHORAGE NOTES: MONOLITHIC CONCRETE SLAB CIVIL•STRUCTURAL <br /> 1. ANCHORS ARE TO BE CONCRETE WEDGE OR EXPANSIO NCHORS. (WITH TURNDOWN) DRAWING INFORMATION <br /> 2. MIN.EMBEDMENT DEPTH TO BE 3". NON-FLUSH CONCRETE SLAB PROJECT: 20' WIDE <br /> 3. MINIMUM SPACING BETWEEN TWO ADJACENT ANCHORS TO BE 4". SCALE:NTS <br /> LocnrloN:STATE OF WA5HiN6TON <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 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. 0105 TO 135 (1) 1/2"0 X 7" <br /> AT MINIMUM,1 CONCRETE ANCHOR SHALL BE LOCATED NEXT TO EVERY EN OSED 0136 TO 180 (2) 1/2"0 X 7" CONCRETE SLAB <br /> POST AND 1 ANCHOR ON EITHER SIDE OF OPENINGS. ❑105 TO 135 (1) 1/2"0 X 7" SHEET NO.: <br /> AT MINIMUM,2 ANCHORS SHALL BE INSTALLED AT CORNERS OF OPEN 136 TO 180 (2) 1/2"0 X 7" <br /> ENCLOSED BUILDINGS WITH END WALLS-ONE ON EACH BASE RAIL. <br /> CHECKED BY: OAA DATE: 1/25/24 <br /> BLDG.LINE BLD INE BLDG.LINE LEGAL INFORMATION <br /> -ANY DUPLICATION OF TH15 DRAWING IN WHOLE OR <br /> ANCHOR _ r _ COL.POST ANCHOR r _ COL.POS ANCHOR— <br /> NOT r _ COL.POST PART 15 5TRICTLY FORBIDDEN.ANYONE DOING 50 WILL <br /> (MAX b"FROM POST) i� NOT FLUSH (MAX 6"FROM POST) ry NOT FLUSH (MAX b"FROM POST) i� NOT FLUSH BE PRO5ECUTED UNDER THE FULL EXTENT OF THE LAW. <br /> 3"GAP 3"GAP 3"GAP -DRAWING5 VALID UP TO I YEAR FROM DATE OF 155UE. <br /> CONT,RAIL CONT.RAIL CONT.RAIL <br /> SEAL: <br /> MIN.4" MIN.4" MIN.4" <br /> CONC.SLAB REINF.W/ E'D CONC.SLAB REINF.W/ E'D CO .SLAB REINF.W/ E.D P. A B U,y <br /> Y1� 6X6-W2.OX W2.0 WWF 6X6-W2.OX W2.0 WWF 6X6-W 'X 0WWF FLASHING OR cti t� <br /> VN OR 3"xly" OR NOTCH OR SEALANT �+ YYAS <br /> N #3 @ 18"C/C E.W. BEVEL #3 @ 18"C/C E.W. #3 @ 18 /C E.W. J <br /> T/SLAB 5% _ 5% 5% <br /> 1% — UP TO 10' iv UP TO 10' - w UPTO 10' O .¢,� ✓G, <br /> a _ ^ 'a O <br /> £ - - - I— Fv <br /> .. w w <br /> �OOz_ �OO— 3z �OOz <br /> iD- UNDISTURBED GRADE OR LL UNDISTURBED GRADE OR LL UNDISTURBED GRADE OR _ LL <br /> d O COMPACTED ENG.FILL `s' COMPACTED ENG.FILL ' COMPACTED ENG.FILL "� <br /> W <br /> G (2)#4 CONT. b" 6" 6" 402.77 `„� <br /> (2)#4 CONT. (2)#4 CONT. � V <br /> j 12" 12" 12" �'S�GISTBR�' <br /> v �3"X 1%2'BEVEL �3"X 1"NOTCH �N0 NOTCH SIONAL 1�� <br /> inw e NON-FLUSH/OFFSET PERIMETER DETAIL 11-0 -2024 <br /> W u SCALE:NTS STAMP EXPIRY: <br /> W' DATE SIGNED: 08-26-2024 <br />