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FOUNDATION NOTES: METAL BUILDING <br /> REINFORCEMENT NOTES: MANUFACTURER <br /> 1. CONCRETE ANCHORS SHALL BE LOCATED AS SHOWN ON THE FOUNDATION PLAN. A MINIMUM OF (1) ANCHOR(S) IS REQUIRED NEXT 1 1. REINFORCING STEEL: DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, WITH A MINIMUM YIELD OF <br /> EVERY POST AND ON EITHER SIDE OF OPENINGS. MINIMUM (1) ANCHORS ARE REQUIRED AT CORNERS OF ENCLOSED BUILDINGS, (1) ON 60 KSI FOR ALL BARS UNLESS OTHERWISE INDICATED ON DRAWINGS. <br /> EACH BASE RAIL. 2. WELDED WIRE FABRIC: ASTM A185 USING BRIGHT STEEL WIRE MEETING THE REQUIREMENTS OF ASTM A82. <br /> 2. MIN. FOOTING DEPTH NEEDED TO RESIST BUILDING LOADS IS INDICATED ON FOUNDATION DETAILS. HOWEVER, A GREATER FOOTER GAUGES AND DIMENSIONS AS NOTED ON THE DRAWINGS. PROVIDE IN FLAT SHEETS OR ROLLS. 7 (: <br /> DEPTH MAYBE REQUIRED TO MEET THE LOCAL FROST LINE DEPTH PER CODE. <br /> 3. DEPTH OF FOOTINGS SHALL EXTEND INTO UNDISTURBED SOIL OR COMPACTED ENGINEERING FILL. <br /> 4. ASSUMED SOIL BEARING CAPACITY IS TO BE A MIN. OF 1500 PSF. CL <br /> 5. CONCRETE STRENGTH TO BE A MIN OF 3000 PSI @ 28 DAYS FOR MODERATE WEATHERING POTENTIAL. SPECIAL INSPECTION IS NOT ANCHOR MAX. 6" I FOR QUESTIONS, MODIFICATIONS, <br /> REQUIRED AS ALL CONC FOUNDATION DESIGN IS BASED ON A MAX COMPRESSIVE STRENGTH OF 2500 PSI @ 28 DAYS. ANCHOR REVISIONS , PLEAS CORRECTIONS TH NEEDED <br /> Q I I MINA" TO PLANS, PLEASE CONTACT THE <br /> COL. POST <br /> ANGLE EDGE DISTANCE METAL BUILDINGS MANUFACTURER <br /> CONCRETE ANCHORAGE 2 "x2 "x/" BASE RAIL T/ CONIC. EL. LISTED ON PLANS. ENGINEER OF <br /> 2" O X 7" LG. POWER-STUD+ SD1 STATEMENT OF SPECIAL INSPECTIONS: ANGLE RECORD REQUIRES AUTHORIZATION <br /> 21 FROM THE METAL BUILDINGS <br /> ANCHOR AO • POST-INSTALLED CONCRETE ANCHOR BOLTS (PER ICC-ESR I ° MANUFACTURER TO MAKE ANY <br /> EXPANSION ANCHOR (PER ESR 2818) CHANGES TO PLANS. <br /> REQUIREMENTS): PERIODIC INSPECTION IS REQUIRED. THE <br /> ANCHORAGE NOTES: OWNER SHALL HIRE LICENSED SPECIAL INSPECTOR AT THEIR 4 : a ° -NLLJ <br /> _a <br /> e I J <br /> 1. ANCHOR INSTALLATION REQUIREMENTS: OWN COST. THE OWNER MAY BRING TO THE ATTENTION OF THE z <br /> w z SEAL BELOW <br /> - MIN. ANCHOR EDGE DISTANCE: 4" ENGINEER, ANY ISSUES OF CONCERN NOTED BY THE INSPECTOR. SIDE ELEVATION z o�Ess��� <br /> - MIN. ANCHOR HOLE DEPTH: 4 O pR <br /> - MIN. CONCRETE EMBEDMENT DEPTH: 3 2" � �o��o�EP /,,c��� <br /> - MIN. EFFECTIVE EMBEDMENT: 3 %" 1 BASE ANGLE 2 %"X2 %"X%" A N C H 0 RAG E DETAIL m <br /> rn <br /> - MIN. SPACING BETWEEN (2) ANCHORS: 5" % RET. 1 A „ C8490$ <br /> SCALE: 3/4 . 1, <br /> Exp. � <br /> 2. ANCHORS TO BE SPACED NO MORE THAN 6" FROM POSTS. oTYP. / <br /> 3. ALL ANCHORS TO BE A307 EQUIVALENT OR BETTER ANCHORS GRADE MIN. 5 /0 <br /> TO BE INSTALLED PER MANUFACTURERS REQ. oe SLOPE AWAY ANCHOR I � 40'-0" I ofi cAL��o <br /> FROM FDN. _ _ 1 ' <br /> --ILLJ I I ° aO III=1 I I=1 I I Z THE ENGINEERING SEAL COVERS <br /> - -1 I I I=1 I I=1 I I ' STRUCTURAL DESIGN ELEMENTS <br /> I� I a a l l l=1 I I (4) #4 2 A A A A A A A o A A A A 2 PRESENTED IN THIS SET OF PLANS. IT <br /> 1 1 BASE ANGLE 2 %"X2 %"X%" ' Ell a REBAR DOES NOT PROVIDE ANY <br /> RET. Q - I III-1 CONT. 2 <br /> 6 A ARCHITECTURAL, SITE, ZONING, HVAC, <br /> ELEC, MECH DESIGN OR <br /> U s_3 REQUIREMENTS. THESE ITEMS MUST <br /> TYP. % O — — N BE ADDRESSED BY THEIR RESPECTIVE <br /> GRADE MIN. 5% J I = 14" = 11 LEAN CONCRETE 7 <br /> SLOPE AWAY ANCHOR f'c - 1,000 PSI S-3 PROFESSIONALS IN CHARGE. <br /> III=1 I I=1 I I — A <br /> FROM FDN. a _ o PROJECT <br /> = Lu - �• I I=1 = 00 /LEL GRADE 1 1 PROJECT TITLE <br /> LOCATION <br /> I:� o _ a I=I = (4) #4 FOUNDATION DETAIL 1 -2 BY OTHERS 1 -2 <br /> Li U <br /> J Q � = REN R SCALE: 3/4 . 1 1 <br /> z_ I-� CO . <br /> -�Q v I 6" SLEEVE WELDED TO BASE <br /> ------- --- <br /> o <br /> _l I I RAIL AND ATTACHED TO <br /> - - 11- CORNER COLUMN <br /> _�=12 =. COLUMN POST WITH (4) #12 A <br /> POST <br /> =1I I=1I I SDS AS SHOWN ' C <br /> 2" X 2" X 2" X 14GA CLIP v <br /> FOUNDATION DETAIL ANGLE W/ (4) #12 SIDS 2 w <br /> 2 1 1 F >1 AS SHOWN i > o <br /> SCALE: 3/4 . 1 RET. I° °1 2 2A 2A 2 "' 2 2 Q m <br /> END WALL TYP. 1 3 1 5 LLJ � <br /> ° o® (2) ANCHORS - A , Z <br /> OPENINGPOST BASE S-3 <br /> POST S-3 <br /> „ RAIL Q <br /> 8 %" RET. g Z U <br /> %" TYP. S_3 A U <br /> (2) ANCHORS 2 %"X 2 %"X %" X 4 J U <br /> ANGLE 7"LG. 3" LG. ANGLE S-3 <br /> 2 /"X2 /"X/" Lo <br /> A 0 <br /> RAIL BASE BASE CONNECTION DETAIL I L = _ <br /> 3 � � LEVEL GRADE � <br /> CD 1'-2" BY OTHERS 1'-2" <br /> SCALE: 3/4" : 1' � N <br /> BASE CONNECTION DETAIL 6" SLEEVE WELDED TO BASE A O <br /> 4 „ . , <br /> SCALE: 3/4 . 1 RAIL AND ATTACHED TO <br /> OPENING COLUMN POST WITH (4) #12 <br /> DOUBLE SDS AS SHOWN SIDE WALL A <br /> POST DOUBLE COLUMN POST 2A <br /> WALL POST <br /> %" RET. Y8 BASE RAIL N <br /> % A <br /> TYP. " F �, <br /> 2A 2A 2A 2 2 2A REVISIONS <br /> Fp <br /> ATE DRAWN CHECKED <br /> 8 %" RET. ®I ANCHOR BY BY <br /> (2) ANCHORS co <br /> YP. ANGLE 3"LG. <br /> ANGLE 7 LG. <br /> 2 �"X2 Y2"XY4" 6/2025 NG JH <br /> 2 Y2IIX2 Y2"XY4" <br /> RAIL BASE 6 BASE CONNECTION DETAIL 3 3 BASE CONNECTION DETAIL SCALE: 3/4 : 1,5 �� � END WALL = 1'-2" 1'-2" OX <br /> SCALE: 3/4 . 1 END WALL POST LEVEL GRADE <br /> OPENING POST (2) 2" X 2" X 2" X 14GA CLIP o0 <br /> ANGLES. SECURE TO POST BY OTHERS <br /> TITLE SHEET <br /> POST AND BASE RAIL W/ (4) #12V <br /> BASE RAIL <br /> � %" RET. SDS AS SHOWN <br /> %" TYP. 3 FOUNDATION PLAN <br /> ANCHOR 3 & DETAILS <br /> (3) ANCHORS LE 3"LG. CD <br /> X2 / X/ 2A A A A A A A �, A A A A A 2A <br /> / RET. Y8, , 1 „ 1 <br /> ANGLE 11"LG. ® 1 <br /> 2 %11X2 %"X%" ® RAIL BASE TYP. %" n NUMBER SHEET <br /> �+ IT- <br /> 7 BASE CONNECTION DETAIL 8 BASE CONNECTION DETAIL FOUNDATION PLAN S 3 <br /> SCALE. 3/4 lf . 1 SCALE. 3/4 if . If SCALE: 3/16 . 1 00 <br />