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0) <br />n <br />w <br />U <br />4" <br />GIRT 1'-1 3/a" <br />LAPS 1'-1 3/4• <br />J2 <br />70'-0"Out—To—Out Of Steel <br />E-101 <br />1'-1 3/4" <br />E-101 <br />4" <br />G-109 <br />I` G-110 / <br />I G-109 <br />I I <br />I G-109 <br />I <br />G-109 @" <br />I <br />G /110 <br />I <br />RF1-101 <br />I <br />RF2-101 <br />I <br />RF2-101 <br />I <br />RF3-101 <br />FRONT SIDEWALL FRAMING @ FRAME LIE A <br />ET1 /EP9 (Gutter with 4 downspouts) <br />8 9 O3 4 5 6 7O 10 11 <br />❑ ❑ <br />2'-0- <br />Panel <br />FRONT SIDEWAEE SHEETING & TRIM @ FRAME LINE A" <br />7'-6" Girt <br />6 <br />a 3'-6" a <br />�E �E <br />GL �a <br />N N <br />IT <br />J J <br />Trim And Sub —Jambs For (3) <br />3070 Walkdoors. Field Locate. <br />(See A4/EP12 Details) <br />PANELS: 26 Ga. PBR — Ash Gray <br />TYP. <br />ALL TRIM LAPS 6" <br />I <br />i <br />NOTE: ALL TRIM HAS A QUANTITY OF (ONE) <br />(UNLESS NOTED) <br />All 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 />t7 <br />SW BOLT SCHEDULE: <br />GIRT CONN.- 1/2"0 x 1 1/4" A307 Flange Bolt (32 REO'D.) <br />GIRT LAP - AC-PN1 SPREADER WASHER (1 0 EA LAP# REO'D.) <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 />TRIM TABLE <br />FRAME LINE A <br />OID <br />MARK <br />LENGTH <br />OUAN <br />1 <br />0 <br />10'-6" <br />1 <br />2 <br />BT2 <br />20'-6" <br />3 <br />3 <br />FL_ 18C <br />10'-6" <br />1 <br />4 <br />FL— 18C <br />20'-6" <br />3 <br />5 <br />1 FL-1BE <br />10" <br />25 <br />6 <br />FL-19 <br />10'-6" <br />1 <br />7 <br />FL-19 <br />20'-6' <br />3 <br />8 <br />FL-18AL <br />2'-0" <br />1 <br />9 <br />FL—i6CR <br />2'-0" <br />1 <br />10 <br />FL-18AR <br />2'-0" <br />1 <br />11 <br />FL-16CL <br />2'-0" <br />1 <br />ANGLE TABLE <br />FRAME LINE A <br />MARK <br />PART <br />OUAN <br />BA1 <br />2X4X14GA <br />MEMBER TABLE <br />FRAME LINE A <br />MARK <br />PART <br />E-101 <br />8 1 8E14 LD <br />G-109 <br />8X25Z16 <br />G-110 <br />8X25Z16 <br />CB-101 <br />5 16" CBL <br />FL-31F <br />FL-31 FL-31 F <br />16'-6" FL-31F <br />FL-31F <br />FL-32 0/S <br />See Sidewall Elevation <br />For Downspout Quantity <br />(See Also G40 Detail) <br />Ktl I H SHLUU <br />459 WOODLAND RD <br />BATESVILLE, MS. 38606 <br />PE# 48014 <br />P' SNFO�''i <br />`�� �.•�\G E N S� its ite i has been eleconicall, tr <br />No 48014 si sued and sealed be Keith P. Shedd, <br />P.Ii. usnta a Digital Si,-pature and <br />date. Printed COPics Ol'this document <br />* — are not considered signed and sealed <br />STATE OF t1/ : and the siauature nwst be vended on <br />anv electronic eopics. <br />NA� t��``` 06(1312021 <br />RELEASE WSTORT <br />c p DATE <br />cast. <br />ra�nr <br />ptv_ a <br />m <br />w <br />NOTES <br />nARIC <br />e+GR <br />U <br />Q) CAI <br />Cal <br />OLn �Ln <br />fq <br />)L O � <br />E 3: <br />U C C0 <br />O <br />U r <br />(D a) <br />U N <br />O <br />m <br />CUSTOMER PROJECT <br />x r <br />m <br />�? <br />C <br />J_ <br />m <br />ENG BY: MNF <br />CAD BY: WJD <br />DET BY: WJD <br />CKD BY: JIM <br />JOB NUMBER: <br />B21-1794 <br />DWG NUMBER B <br />EP3 of 13 <br />