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The spreading washer must <br />Wide Fig be installed on the First <br />bolt/girt of a lapped condition. <br />Narrow Fig Insert bolt under clip and <br />through hole in first girt; <br />then place washer onto the <br />Narrow Fig bolt. Place the lap girt and <br />tighten nut onto bolt. <br />Wide Fig Install second bolt <br />and nut. / <br />Narrow Fig Wide Fig No -row Fig Second Lopped J <br />Girt <br />F. <br />Indicator Arrows <br />(7) 1/2' x I' A307 (Always Point to the Wide Fig) First Lapped <br />Regd at all Girt <br />Purlin Laps <br />R/F or EW <br />Column <br />r�i� I Narrow Fig 4At3O7 <br />dFig Narrow Fig <br />Washer 1/�10'7 <br />with Nut 1/2' x I' R/F or EW Rkd oIndicator Arrows <br />I Column Girt Laps (Always Paint to the Wide Fig) <br />All Screws are 'w/ Washers' <br />unless noted otherwise. <br />#12x— S.D. <br />w/o Washers <br />#12x_ S.D. (@ each Pur9in) <br />O.C. <br />i/4-14z7/8" S.D.r Roof Angle (ESAI) <br />Fig d' @ Side Lap <br />Purlin <br />@ Top Of Endwall <br />#12z_ S.D. <br />I/4-14x7/8 S.D. <br />1.0 @ Side Lap <br />3 Nigh/Low Eave Strut <br />,j (Lowside Shun) <br />@ Top of Sidewall <br />Section @ Standard Purlin Lapping <br />Girt Lap Bolts @ Column Plate Section at Standard Girt Lapping <br />1/4-14x7/8' S.D. <br />G7 <br />Gz2 <br />@Side Lap <br />All Screws are 'w/ Washers" <br />3 <br />#12x— 5.D.r <br />ZEE Girt <br />JTCI shop welded to Jamb <br />unless noted otherwise. <br />(11-0" <br />Use (6) #12 x 1Y4" S.D. Screws w/o was <br />36 � <br />I/4-14z7/8 S.D. <br />to attach to Eave Strut. <br />Eave Strut 2Y4' 7 ' 4 ' 7 ' 4Y' 7 ' Y 2Y" <br />g <br />�o <br />@Side Lap <br />T T <br />�i <br />Er <br />T T T T T T T <br />1/4-147/8" S.D. <br />@ Side Lap <br />I/4'-14x7/8' S.D. #12 x _' S.D. <br />#12x— S.D.r <br />ZEE Girt <br />(30" O.C.) <br />tY <br />(II-0" O.C.) <br />@ Base 4 Panel Lao <br />1/4-147/8' S.D. <br />36' <br />ko <br />@ Side Lap <br />2Y4 q�" 12' 12" Y' <br />m <br />See Base Detail for actual <br />base condition. BAI w/ <br />T T <br />Header holes in Jambs T T <br />d' <br />1/4-147/8' S.D.T <br />@ side Lap <br />sheet notch shown for <br />screw attachment clarity only. <br />to be field located <br />_ <br />#12x— S.D. <br />and field drilled. 1/4"-147/8" S.D. #12 x _' S.D. <br />(6' o.c.)-fl <br />Base Angle <br />HA2 NA2 <br />(30' o.c.) <br />@ Eave Strut !Intermediate Girts <br />I/4-i4x7/8' S.D. <br />(4) Yz 0 x 1" F-Head Bolts w/ Nuts <br />@ Side Lop <br />Header (DH-) <br />per HA2 (2 @ Jamb, 2 @ Header) <br />PBR Wall Panel Fastener Layout <br />Fastener Layout at Screw -Down Panel <br />p <br />i G2o.1 <br />q <br />G171 <br />w/o Liner <br />Girt <br />Sill (DS-) If Regd <br />Jambs to be sent with base plates <br />HA2 HA2 <br />IF it is clear the jambs will begin <br />JTCI sent loose <br />at the Finished Floor. <br />(6) #12 x Q4l S.D. Screws <br />w/o Washer (12) Total per Clip <br />Aq Field Located Framed Opening @ Sidewall <br />"I <br />(Non -Fan Fro ned Opening) <br />to be sentdong <br />to bested <br />Jambs are to be sent long <br />to be field cut as read. <br />(6) #12 x Q4" S.D. Screws <br />w/o Washer (12) Total per Clip <br />JTCI sent loose <br />Girt' <br />Jamb to Girt Connection <br />Bottom Condition <br />NI Screws are "w/ Washers" <br />unless noted otherwise. <br />Note: For Clarity Of Detail, <br />Insulation Is Not Shown <br />SCREW <br />INS. THICK. <br />12 x 1-1/4' <br />D- 3 <br />12 x 1-1/2' <br />4' - 5- <br />6— <br />Jamb to Girt Connection <br />Top Condition <br />NI Botts labeled as a 1/2" x 1" A307 Bolt <br />Have been replaced with the Zinc <br />1/2' x 1 1/4" Flange Bolt and Nut Shown Below. <br />9 <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 />I: Feld cut 2x4xl4Ga Angle to length. Install all ogle braces <br />2: Notch each end of the angle 3' BEFORE <br />3: Field Bend. installing roof panels. <br />4: Attach angles to eave strut 4 purlin <br />using screws shown. <br />_ RaoF Plcwie _ — <br />I 2' Leg, <br />Eave 3" <br />Strut 2x4x14Ga <br />Angle <br />(4) #12 x I I/4" S.D. Screws <br />w/o Washers (Typ each End) <br />d <br />Overhea <br />Door .lanb� 2x4xl4Ga <br />4 (4) #12 x 1 1/4' S.D. Screws Angle <br />w/o Washers (Typ each End) <br />16.1Eave Strut b, <br />s1 Section at Angle Brace Above Overhead Door <br />Screw Down Roof w/o Strapping <br />Screws are 'w/ washers' <br />ess rated otherw se. <br />36' <br />q 7P' 4?• 7Y 4?' 7Y 21' 21' <br />T T <br />T T T <br />tl4'-14x7/8' S.D. 112 x S.D. <br />(• a.c.) <br />0 Eave Shut. Pond lap @ Peck Purlin <br />36• <br />A. 90' 12' 12' 21' _ <br />1/4'-147/8' S.D. 112 it _ S.D. <br />(30' o.c.) <br />0 hteanedWe PurGn <br />Stitch Screw <br />1/4-147/e S.D. 3/8' mastic <br />(30' o.c.) (Wet Side Facing Down) <br />cts <br />PBR Roof Panel Fastener Detail <br />KEI I H SHEDD <br />459 WOODLAND RD <br />BATESVILLE, MS. 38606 <br />PE# 48014 <br />P r Sty <br />ty����, <br />..�\G E N SF• tis ite t has been electamicalk <br />No 4801 4 'rued and sealed bk Keith 1�', Shedd - <br />No usur a Pieilal Si nature and <br />* ' * dale. Printed copies of this docummnl <br />are not considered signed and sealed <br />XZ p STATE OF <L/ and the smnature uuut be verified on <br />(v : am cicetrome copies. <br />.� <br />RELEASE HISTORY <br />HATE <br />ra�sr. <br />ream <br />errWL <br />Ev- <br />wa <br />casr. m <br />ream <br />W W <br />Nom <br />ill MARK <br />04R <br />�c <br />r � <br />C. < <br />�r <br />;5 �, - <br />H <br />m <br />} <br />Imi tin tn <br />l5 <br />�0 Z <br />G <br />m <br />JOB NUMBER <br />B21-1794 <br />DWG NUMBER : <br />EP10 of 13 B <br />U <br />N N <br />L <br />� <br />C <br />_ <br />� U <br />0 � <br />I � <br />O N <br />O O <br />� N <br />� 0 <br />U N <br />O <br />m <br />CUSTOMER <br />PROJECT <br />ENG BY: <br />MNF <br />CAD BY: <br />WJD <br />DET BY: <br />WJD <br />CKD 8Y: <br />JIM <br />