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0 <br />I <br />w <br />c <br />i <br />Pain Pain <br />Bolt d Saes 6 <br />Al dw adore `(M OIAas <br />Clip h off) Op (M o-) <br />H"ff (a W—) lianga rot gym) <br />Acce&ble Connection Methods <br />Itn r5n <br />c aP <br />All fteod <br />RDd <br />Non —Acceptable Connection Methods <br />Hanger Attachments for All Collateral Loads <br />Acceptable and Non —Acceptable Connections <br />PURUNS THIS BAY PURUNS THIS BAY PURLINS THIS BAY <br />MARK — P-101 (U.N.) MARK — P-102 (U.N.) MARK — P-101 (U.N.) <br />4" PURLIN 2'-1 3 4' 2'-1 3 4' 4" <br />LAP 2'-1 3/4' 2'-1 3/4' <br />F-101—RF7-1(11 F-1M F-1R1 <br />RFI-101¢ <br />I I ¢1 <br />I, Im <br />RF2-101 RF3-10 I <br />I <br />i <br />l <br />I I <br />1 <br />RF2-102 RF3-102 I <br />,I <br />t <br />022 <br />I <br />it G1 <br />II <br />I <br />I <br />i t RFl-102 RF2-102 <br />1� <br />I <br />_ <br />CB_Ip3 <br />` �`� <br />I <br />I <br />I <br />I II <br />t <br />' RF1-102 R172-102 <br />I <br />RF2-102 RF3-102 <br />it <br />I� <br />I I <br />�I <br />I <br />11 <br />I <br />I II <br />Hil <br />I' <br />'I <br />oroini orz 1n1 <br />E-101 RF2-101 E-101 E-101 <br />ROOF FRAMING PLAN <br />ERECTION NOTES <br />1. Use (4/8) 1/2" x 1-1/4" A325 Bolts at <br />Anti —Roll Clip Locations (See ') <br />0 <br />I <br />w <br />0 <br />i <br />W <br />ENGINEERING SEAL <br />00 <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 />ANGLE TABLE <br />ROOF PLAN <br />MARK <br />PART <br />QUAN <br />BA1 <br />2X014GA <br />6 <br />MEMBER TABLE <br />ROOF PLAN <br />MARK <br />PART <br />P-101 <br />8X25Z16 <br />P-102 <br />8X25Z16 <br />E-101 <br />8 118E14 LD <br />CB-102 <br />1/4 CBL <br />CB-103 <br />1 4" CBL <br />ROOF BOLT SCHEDULE: <br />PURLIN CONN.— 1/2"4 x 1 1/4' A307 Flange Bolt (216 REQ'D.) <br />EAVE STRUT CONN. — 1/2"0 x 1 1/4' A325 Bolt (24 REQ'D.) <br />PURLIN CONN. 0 ANTI —ROLL CLIP— 1/2"0 x 1 1/4" A325 Bolt (48 REQ'D.) <br />NI Bolts 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 />FFTI <br />5 - <br />KEI I H SHEUU <br />459 WOODLAND RD <br />BATESVILLE, MS. 38606 <br />PE# 48014 <br />ttttltllll/f!// <br />��CN P <br />C E N S�:• its ita t has been clectronicall� <br />No 48014 sagmed and scaled b� Keith P_ Shedd. <br />P.E. usute a Digital Signature and <br />* * k = date. Prinlcdcopicsofthisdocument <br />are not considered sinned and sealed <br />%p STATE OF CUB and the signature must be %eritied on <br />, O% am electronic topics. <br />O N A, E�.� 0611312021 <br />rJ0 <br />REIFASE <br />WSTORT <br />—NO. <br />Dare <br />cow. <br />rem <br />eP <br />REV.. a <br />Pow <br />APPRVL <br />REV. W <br />NOTES <br />I LARK <br />ENOR <br />O <br />�cNO <br />N N <br />�d <br />O in <br />M <br />i <br />O� <br />U)L�i <br />C: <br />U <br />_ <br />7_' <br />N <br />U <br />C <br />I � <br />a) <br />L -C <br />C)-)- <br />0- <br />Q) D <br />O <br />L 0 <br />U N <br />O <br />M <br />ICUSTOMERI <br />PROJECT <br />x <br />ih <br />H <br />m <br />wrn <br />l7 <br />Z <br />G <br />J <br />m <br />ENG BY: MNF <br />CAD BY: <br />WJD <br />DET BY: <br />WJD <br />CKD BY: <br />JIM <br />JOB NUMBER: <br />B21-1794 <br />DWG NUMBER: B <br />EP 1 of 13 <br />