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BAI <br />BA1 <br />#12 x 1-114" S.D. <br />AngleRake <br />AAngle <br />#12 x 1-114' S.D. <br />Screw w/o Washer <br />Screw w/0 Washer <br />@ Each Support <br />@ Each Support <br />�- Eavestrut <br />Eavestrut <br />— — — — — — — — <br />— — I <br />(2) 1/2' x 1-1/4' <br />I <br />I <br />1-1/4" <br />ts <br />A325 Bolts <br />I Steel <br />Line <br />Steel <br />A325/Bol <br />Structural <br />I <br />Line I <br />Structural <br />Endwall Rafter <br />I <br />Endwall Rafter <br />See Roof I, <br />I See Roof .I <br />a Eavestrut To Structural Endwall Rafter <br />Low Side <br />PURLIN OR GIRT <br />`1/2' x I' A307 <br />FLANGE BRACE FLANGE BRACE <br />(TYPICAL) <br />(IF REQ D) <br />CC <br />RIFRAMEo STANDARD FLANGE BRACE POSITION <br />DOWI <br />ROOF <br />S.D. SCREWS, <br />PNILL ROOF PANEL <br />G1 TYP. ENDLAP FOR "PBR' ROOF PANELS <br />For All #12 x __11 S.D. <br />Screws In Above Details <br />See Chart Below For Length <br />SCREW <br />INS. THICK. <br />#12x1-I/4 <br />0' -3' <br />#12 x 1-1/2 <br />4' - 5' <br />#12x2' <br />6 <br />117 Eavestrut To Structural Endwall Rafter <br />Nigh Side <br />ly4" S.D. Screw <br />(2) %2" x 1" A307 Bolts <br />- - - - - <br />0 12° <br />BAI <br />Rake Angle <br />O 0 /O <br />Purl in <br />2u <br />Endwall Rafter <br />k4" <br />Rafter Flange <br />F_V(2) <br />Brace <br />Steel"x 1" A307 Bolts <br />ins <br />L See I,Of Rafter <br />Plan <br />@ALI�_�_TOTROLLRAFTER FLANGE BRACING <br />ENDWALL ONLY <br />OVERFLOW WINDOW <br />FIELD BEND 3'-0' FROM <br />RAKE THEN 0 04 O.C. <br />ROOF PANELS <br />SIDENALL PANELS <br />oa+unarr Owja TRIM <br />DETAIL OF EAVE GUTTER <br />CORNDETAIL OF DOWNSPOUT t���� TRIM <br />GUTTER W/ GUTTER STRAP <br />GI4 DoWN5Pa1T TO GUTTER t CORNER BOX <br />DETAILS <br />Eavestrut <br />1/2' X 1-114' <br />A325 Bolts <br />column <br />Side View <br />Front View <br />J2 Eavestrut to Rigid Frame Column <br />Lowside, Bypass <br />#12 x 1 1/4' w/o WASHERS <br />(6' O.C.) <br />DO NOT CUT <br />FLANGE OF GIRT TO <br />INSTALL HEADER. <br />HEADER <br />0L) <br />A7 SECTION AT HEADER <br />W/ GIRT <br />Sa-ews are 'w/ Was8' GEE - J4CT8 Cap Trim <br />as noted otherwise.hers' 9' GEE - J14CT9 Cap Trim <br />10' GEE - JHGT10 Cap Trim <br />12' GEE . JWCT12 Cm Trim <br />#12 x S.D. I Wall Panel <br />(1'-0' <br />CEE Header 14T6 <br />JHCT- Head Trim <br />Cap Trim <br />Hemet- Q12 Trim <br />#12 x _ S.D. <br />(2'-0' ox.) GEE Jamb <br />If necessary <br />JHGT- <br />Cap Tram #12 x — S.D. <br />(I'-0" o.c.) <br />FL-22 <br />Jamb Trim <br />Wall Pnl <br />('PBR" Shaw) <br />James Trim <br />JWCT- FL-24 <br />Gap Trim Sill Trim <br />GEE Sill <br />I <br />#12 x _ S.D. I Wall Paid <br />0-0,o.c.) <br />sill CM Trim <br />�C 1 Cap Trim at Framed <br />Header, Janb, t Sill <br />Eavestrut <br />r1/2" X 1-1/4' <br />/� A325 Bolts <br />LA <br />Side View <br />Column <br />Front View <br />Ja Eavestrut to Rigid Frame Column <br />Nighside, Bypass <br />All Screws are 'w/ Washers'I <br />Unless noted otherwise. <br />36" <br />44" 7 ' 4y" 7 " 4y" 7 " Y 2%" <br />t <br />T T T t T T <br />1/4'-14x7/8' S.D. #12 x _" S.D. <br />(30' o.c.) <br />@ Base 4 Panel Lap <br />36' <br />1/4"-147/8" S.D. #12 x -" S.D. <br />(30' o.c.) <br />@ Eave Strut t Intermediate Girts <br />PBR Wall Panel Fastener Layout <br />Roof Panel <br />Rake Trim <br />Nigh Side <br />�Eave Trim <br />Wigh Side <br />Corner Box <br />Endwall L Nigh Sidewall <br />Panels Panels <br />Corner Trim <br />811ETAIL OF 1•IIGI-I SIDE TRIM <br />CORNER BOX, 4 RAKE TRIM <br />CON N ECT I ON <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 />1/2" x I" A307 <br />Bolt (TYP) <br />Endwall Girts <br />Structural Endwall Column <br />� GirtS to Structural Endwall Column <br />Flush <br />Saw r are 'w✓ Waehere' <br />36' <br />2 ' 71<' 4i' 7 ' 41'' 7 ' L 2L' <br />I/4'-147/6' S.D. #12 x 'S.D. <br />(30' o.c.) <br />0 Em Strut. Pawl Len , Pak Ran <br />36' <br />2 <br />1/4'-I4x7/B' S.D. *12 x 2 S.D. <br />(30' C.C.) <br />0 Intsmedieda Pwlin <br />StReh Sorrow <br />114-147N S.D. 3/8' Maetk <br />(30' o.c.) (Wet side Facirq Dour) <br />pawl 0 Pmel %& Lm <br />PBR Roof Panel Fastener Detail <br />wa r <br />BUELDING "A" <br />13= Skl®D <br />459 WOODLAND RD <br />RAIWVHIA NIS. 3M <br />PE# 48014 <br />```tJ111111///d*' <br />G•E.N S� • Phis Rem has been electronically <br />NO 48014 0 signed and sealed by Keith I'. Shedd. <br />P.E. using a Digital Signature and <br />date. Printed copies of this document <br />* - are not considered signed and sealed <br />O: Z and the signature must he verified on <br />' S TAT E OF • 44/ <br />O ••. ' 40 : any electronic copies. <br />i��; 9 N AL E;�.`�, 6-18-20 <br />fllllll <br />' <br />■■■■■■■■ <br />■■■■■■■■ <br />■■■■■■■■ <br />• <br />. . <br />.... <br />■■■■■■■►�4 <br />■■■■■■■■ <br />• <br />U <br />LO <br />V <br />cn <br />m <br />� <br />U <br />(S) <br />U <br />r <br />n�• <br />0--- <br />—s— <br />r <br />0— <br />CUSTOMER1 <br />PROJECT <br />O i <br />U <br />En <br />0 <br />O <br />co to <br />.. <br />CO <br />CO z <br />c <br />I <br />W <br />d <br />�5w <br />2 <br />F <br />CrD <br />I � <br />CD apt <br />�co <br />co <br />I <br />O <br />—I <br />Pq <br />O `r <br />PL4 Co <br />CC <br />Ln <br />a� <br />o <br />ENG BY: <br />MNF <br />CAD <br />BY: <br />JDE <br />DET <br />BY: <br />JDE <br />CKD <br />BY: <br />EDJ <br />JOB NUMBER <br />E320-1231-01 <br />DWG NUMBER C <br />EFIC of I I <br />