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(Looe <br />T <br />Clip) Gas Girt <br />(Loos <br />Framed Opmia 6 Sidewall <br />Eave Strut <br />(6) #12x14' S.D. screw <br />(6) #12xlY' S.D. Screws w/o Washers <br />w/o Washers 4j— ir.t <br />Door J <br />I I Jamb I I Jamb <br />I I I I <br />I I I I <br />I I <br />Section 'A' A <br />(? Eave Strut) (0 Girt) <br />Door Jan <br />Girt--t I <br />&'xl' A307 Bolts <br />w/ Nuts <br />Section 'C' <br />(Loose Clip)_ <br />N <br />section 'D' <br />Clip) <br />Rafter <br />x 14' A325 Bolts <br />Nuts t (2) Washers <br />Door Jamb <br />I <br />Door Header1 (4) k'@ x 1' F-Head Bolts w/ Nuts <br />per HA2 (2 P Jamb, 2 P Header) <br />Overhead Door Framed Opening Details <br />All Conditions <br />Installation Procedure: <br />1: Doer location specified by the owner or architect. Field locate so <br />that the Franc occurs on a panel high rib. Cut out panel 3'-1' x T-0 <br />1/2'. <br />2: Choose swing of door and lay from out ad bolt together using <br />(4) 5/16' x 3/4' Bolts 4 Nuts (provided in door package). <br />3: Install door in frame and raise unit, placing it in the desired <br />location. <br />4: Plumb Fixige side then anchor jamb on hinge side to floor (wedge <br />anchors supplied by others) see Anchor Bolt Plan for wedge anchors <br />location,• counts, and geese. <br />5: Square header and strike jamb to door maintaining Proper <br />clearances around door opening (3/32' clearance at header and jambs <br />to door). Jambe may have to be raised to hold clearances on <br />buildings with uneven floors. <br />6: Complete installation of other components. <br />7: Head Trim t Jamb Trim not shown for clarity of door frame <br />elevation. see other details and elevations for more details. <br />girt <br />(6) #12 x I I/d <br />w/o Washers <br />Door Header <br />(Typical) <br />Door Jamb <br />[(2) 1/2' X I' <br />(Typical) <br />ntwrnediate Girt <br />sub Jamb <br />I <br />Threshold <br />(Provided by <br />Base Girt <br />(if read) <br />(2) 1/2'0 Anchor <br />Nominal Door Width <br />(By Others) <br />For All #12 x __II S.D. <br />Screws In Above Details <br />See Chart Below For Length <br />SCREW <br />INS. THICK. <br />#12 x I-1/4 <br />0 - 3 <br />#12 x 1-1/2" <br />4' - 5' <br />#12x2 7 <br />6' <br />' S.D. <br />307 w/Nut <br />MBM) <br />Bolts <br />All Screws are <br />unless noted of <br />Cut 'X' at each downspout <br />location and bend tabs down <br />for downspout attachment. <br />Gutter <br />(3) Pop Rivets <br />One at each side <br />and are at front. <br />Attach strap to Bldg with <br />(1) 1/4- 14 x 7/5' S.D. screws <br />and (1) Tek 5 S.D. screw at open wall <br />Field cut downspout to <br />match gutter bottom angle. <br />�(3) 1/4-14 x 7/5' S.D. Screws <br />(One at each side <br />and one at front <br />Berl strop up at both sides <br />of ""pout and attach with <br />(1) 1/4-14 x 7/8' S.D. screw at each side. <br />� Downspout Details <br />All screws we 'w/ K <br />Wall Panel unless rated otherwise <br />Door Janb #12 x -' S.D. <br />(12' o.c.) GIRT � ❑ <br />Jamb Trim -' <br />Head Tr Door Header <br />Wall Panel <br />Detail P Door Janb Section Thru Header <br />� Solid Leaf half Glas Narow-Cite Glass <br />ib <br />b <br />A4 1 A14.1 <br />`Kra x ' Bat Doan L= <br />Door Header <br />(in Clow Pk4•) <br />RHO LW <br />O <br />"'Hl <br />L_l�J L " LJ <br />Door Jamb <br />Comer Assembly <br />(2) Anchors per Jamb <br />0 Wedge Anchors <br />o� <br />(2) Anchors per Janb <br />t' 0 Wedge Anchors <br />Floor Anchor Condition P Walk Door Jamb <br />Dianand Knack Down Walkdoor Details <br />(3070 1 4070) <br />(6) #12 x 1 1/4' <br />S.D. screws w/o <br />Washers <br />irt <br />Shop Welded Clip <br />Sub Jamb <br />(by 1`15M) <br />Dear swine Tyoes <br />Full Metal Doors we applicable for <br />R' Had Out <br />Hand Out <br />Had In <br />Had In <br />Specify Sw' far: <br />Half -Glass <br />Narrow-Lite Glass <br />All Screws are "w/ Washers <br />unless noted otherwise. <br />NOTE: <br />INSULATION NOT SHOWN <br />FOR CLARITY OF DETAIL. <br />#12x— S.D. <br />r w/o Washers <br />#12x__ S.D. T (@ each Purlin) <br />1/4-140/8' S.D. Roof Angle (BAI) <br />@ Side Lap <br />m ko Purlin <br />@ Top of Endwall <br />#12x— S.D. <br />1/4-147/8" S.D. <br />@ Side Lap <br />High/Low Eave Strut <br />m ko (Lowside Shown) <br />@ Top of Sidewall <br />1/4-147/8" S.D. <br />0 <br />@ Side Lap <br />-2 <br />#12x— S.DT <br />ZEE Girt <br />'d' <br />(1'-0" o.c.) <br />1/4-147/8" S.D. <br />'d' <br />@ Side Lap <br />in <br />Ht <br />1/4-147/8" S.D. <br />@ Side Lap <br />s <br />#12x__ S.D. <br />ZEE Girt <br />m <br />(1'-0" o.C.) <br />1/4-147/8" S.D. <br />@ Side Lap <br />.g <br />,d, <br />See Base Detail for actual <br />base condition. BAI w/ <br />1/4-147/8" S.D. <br />sheet notch shown for <br />@ Side Lap <br />screw attachment clarity only. <br />3 <br />#12x-- S.D. <br />m <br />(6" o.c.)� <br />Base Angle <br />1/4-147/8" S.D. <br />:....:. <br />@ Side Lap <br />Fastener Layout <br />at Screw -Down Panel <br />ENGINEERING SEAL <br />This certification covers parts <br />fabricated and delivered by the <br />manufacturer only and excludes <br />parts such as doors, windows, <br />foundation design, and erection of <br />the building. Sealed drawings do <br />not constitute an agreement that <br />the signed engineer is acting as <br />the engineer of record for the <br />overall project. <br />W ►a W MATZ: 29) <br />CnN towwr z IV 0 'tw r 4 w <br />&IM'ft%G 0MC1A1.-� <br />BUILDING- "A" <br />E= SHMD <br />459 WOODLAN D RD <br />BAIWVHIA MS. 38606 <br />PEN 48014 <br />/./*Tliis <br />EN S• Q item has Ix en electronicrilh <br />i signed and sealed b� Keith 1'. Sliedd. <br />No 48014 RE. using a Digital Signature and <br />* % * date. Printed copies of this document <br />'k are not considered signed and sealed <br />•; % and the signalwe must he ventied on <br />STATE OF : 4/• <br />any electronic copies. <br />'0NA0E6-18-20 <br />j/llllll <br />.- <br />00000000�El <br />111111110 <br />■■■■■■■0 <br />• <br />. . <br />I <br />■■■■■■■0 <br />■■■■■■■■.... <br />■■■■■■■■' <br />■■■■■■■■ <br />. . <br />.... <br />■■■■■■■►5 <br />■■■■■■■■ <br />• <br />v <br />m <br />--A <br />m <br />--1 <br />U <br />V <br />ct� <br />J <br />CUSTOMER <br />PROJECT <br />CD <br />O <br />U <br />W <br />O i~n <br />CD � <br />60 O <br />to <br />_Z <br />I <br />c <br />W <br />w <br />r� <br />E- d' <br />V 1 <br />W CO <br />1 ► <br />(� <br />O <br />Lo <br />O � <br />�aLO <br />co <br />LO <br />�to <br />to <br />ENG BY: <br />MNF <br />CAD <br />BY: <br />JDE <br />DET <br />BY: <br />JDE <br />CKD <br />BY:l <br />EDJ <br />JOB NUMBER : <br />820-1231-01 <br />DWG NUMBER RCOT <br />IEF11 of 11 1 <br />