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ti <br />11 REFER TO SWEET AO.3 FOR KEYNOTE SCHEDULE <br />TO THE FULLEST EXTENT POSSIBLE, COMPONENTS OF <br />THE WALL SECTIONS WILL BE MARKED AS 'TYPICAL' <br />(TYP.). WHERE 50, KEYED NOTES WILL NOT BE <br />DUPLICATED FOR COMPONENTS OF LIKE KIND. SHOULD <br />THE CONTRACTOR REQUIRE CLARIFICATION OF ANY <br />SUCH COMPONENT, A REQUEST FOR INFORMATION (RFI) <br />SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO <br />BID <br />SIM Al2 <br />LADDER CONSTRUCTION NOTES: <br />DRAWINGS INDICATE DESIGN INTENT FOR ROOF ACCESS LADDER COMPONENTS. <br />ALL COMPONENTS SHALL BE INDICATED ON SEPARATE SHOP DRAWINGS <br />PROVIDED BY THE STEEL FABRICATOR, INCLUDING METHOD OF ATTACHMENT, <br />WELDED CONNECTIONS, AND DETAILING FOR THE LOCKING GATE MECHANISM. <br />SAID SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR <br />APPROVAL PRIOR TO FABRICATION <br />ALL WELDS SHALL BE GROUND SMOOTH AND PRIMED FOR PAINT FINISH <br />ALL STEEL LADDER COMPONENTS SHALL BE SHOP PRIMED AND PAINTED, <br />SEE FINISH SCHEDULE. PROVIDE TOUCH UP IN THE FIELD AS REQUIRED <br />3" X 3/8" <br />rING AT <br />GW/2"X2"X <br />GLE SUPPORT <br />) TO LADDER <br />'LATE 3/8' THK. <br />12" SUPPORT <br />ETS, TYP. <br />ILTI HIT 14Y150 <br />ANCHOR INTO <br />ED CELLS (3-5/5' <br />), TYPICAL EACH <br />ET <br />EEL LADDER <br />AT 12" Q.G., <br />NISHED SIDEWALK, <br />ERIFY ELEVATION <br />ITH CIVIL <br />A50 <br />WALL SECTION <br />1 L1=: <br />)W�L <br />3/q" ■ I'-0" <br />)W�AL 3/4" ■ 1'-0" <br />DETAIL <br />5)LADDER <br />SCALE: 3/4' - 1'-0" <br />