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�E It x <br />a7 <br />n <br />w <br />U <br />F-101 � F—tn1 �`) F-101 <br />G-109 <br />G-110 <br />A <br />DH-102 <br />mi <br />G-113 <br />p - <br />p <br />G-109 <br />c�110 <br />I <br />_ <br />'a I <br />G-113 <br />I <br />L-------------------------=BAt__jG_901------ <br />\ <br />— <br />------- <br />--- <br />--------- <br />I I I I C I <br />RF3-101 RF2-101 RF2-101 RF1-101 <br />IS-41 10'-0" 1 1O'—O' j <br />BACK SIDEWALL FRAMING @ FRAME LINE D <br />ET 1/ E P 9 (Gutter with 4 downspouts) <br />8 9 3 4 5 6 1 10 11 <br />❑ ❑ <br />LL —U <br />Panel <br />Lap <br />BACK SIDEWAEE SHEETING & TRIM @FRAME LINE D <br />PANELS: 26 Go. PBR — Ash Gray <br />TYP. <br />ALL TRIM LAPS 6" <br />I <br />i <br />1 <br />NOTE: ALL TRIM HAS A QUANTITY OF (ONE) <br />(UNLESS NOTED) <br />rn <br />a— <br />w <br />U <br />SW BOLT SCHEDULE: <br />GIRT CONN.— 1/2'0 x 1 1/4" A307 Flange Bolt (40 REO'D.) <br />GIRT LAP — AC—PN1 SPREADER WASHER (1 @ EA. LAP)(4 REO'D.) <br />HA2 0 FRAMED OPENING — 1/2"0 x 1" AN HEAD BOLT (24 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 />ANGLE TABLE <br />FRAME LINE D <br />MARK <br />PART <br />QUAN <br />BAl <br />2X4X14GA (G-90) <br />4 <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 />TRIM TABLE <br />FRAME LINE D <br />OID <br />MARK <br />LENGTH <br />OUAN <br />1 <br />BT2 <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 />FL-18E <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-16CR <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 />12 <br />JHCT8 <br />12'-6' <br />2 <br />13 <br />FL-22 <br />12'-6' <br />2 <br />14 <br />JHCTS <br />10'-6' <br />1 <br />15 <br />Hi6 <br />10'-6' <br />1 <br />CONNECTION PLATES <br />FRAME LINE D <br />❑ID <br />MARK PART <br />1 <br />HA2 <br />MEMBER TABLE <br />FRAME LINE D <br />MARK <br />PART <br />DJ-104 <br />8X35C16 <br />DJ-105 <br />8X35C16 <br />DH-102 <br />8X25C16 <br />E-101 <br />8 1/8E14 LD <br />G-109 <br />8X25Z16 <br />G-110 <br />8X25Z16 <br />G-111 <br />8X25Z16 <br />G-112 <br />8X25Z16 <br />G-113 <br />8X25Z16 <br />CB-101 <br />5 16" CBL <br />FL-31F <br />FL-31 FL-31F <br />FL-31F <br />FL-32 0/S <br />See Sidewall Elevation <br />For Downspout Quantity <br />(See Also G40 Detail) <br />459 WOODLAND RD <br />BATESVILLE, MS. 38606 <br />PE# 48014 <br />�� 6 <br />•�� G E N SF . site i has been electnalicall <br />No 48014 sleeted and sealed b}' Keith P Shedd, <br />P.E. usme a Di_ital Signature and <br />date. Printed copies of this document <br />are not considered signed and sealed <br />% STATE OF [</ and the signature must be Aeritied on <br />10 • (V am electronic copies. <br />,,n� c� 0 R 1 O P \�` <br />'��;SiS�6NA` E osnsizoz� <br />RELEASE MSTORY <br />— ND. <br />5 � cArE <br />ra�T. <br />reRnr <br />REV. a <br />r. <br />roar <br />REV.RV. <br />w <br />NOTES <br />Fl4RK <br />@!GR <br />x <br />�j <br />M_ jr <br />;5 <br />M - <br />U, <br />l7 <br />Z <br />G <br />J <br />CID <br />ENG BY: MNF <br />CAD BY: WJD <br />DEr BY: WJD <br />CKD BY: JIM <br />JOB NUMBER <br />B21-1794 <br />DWG NUMBER B <br />EN of 13 <br />U <br />N N <br />� <br />� � <br />� <br />� <br />i <br />U � <br />O � <br />N O � <br />� U N <br />O <br />m <br />CUSTOMER PROJECT <br />