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All Bolts labeled as a 1/2" x 1" A307 Bolt <br />slave been replaced with the Zinc <br />1/2" x 1%II Flange Bolt and Nut Shown Below. <br />TYP. SN t EN TRI1"1 <br />ALL TRIr-11I LAPS GII <br />t0 <br />I <br />I <br />I <br />NOTE: ALL TRIM NAS A QUANTITY OF (ONE) <br />NIGH 511E(FAV) <br />#12 X _ S.D.SCREWS <br />(12' O.C.) 7 <br />1/4-14 X 7/8' S.D.SCREWS <br />(12' O.C.) <br />OUTSIDE CLOSUF <br />WALL PANEL <br />OUTSIDE CLOSURE w/ 3/4' MASTIC <br />(T t B) <br />1/4-14 X 7/8' 5.D.5CREW5 <br />(12' O.C.) <br />r—'PBR' ROOF PANEL <br />#12 X _ S.D.5CREWS <br />(6' O.C.) <br />SIDE EAVE STRUT <br />a <br />SECTION AT NIGH -SIDE EAVE <br />WITH SAVE TRIM (SHEETED WALL) <br />ERECTOR NOTES: <br />• ATTACH BASE ANGLE TO FINISHED <br />FLOOR wA' SET PINS OR EQUAL <br />(NUMBER t LOCATION BY OTHERS). <br />WALL PANEL <br />#12 x _ S.D. SCREW 1 <br />('R" PANEL 6' O.C. j <br />BASE ANGLE (BA <br />('A' PANEL 12' O.C.) I l) <br />ERECTOR NOTI,E:, <br />HOLD PANEL 74" _ <br />OFF CONCRETE. <br />. CONCRETE SLAB <br />BASE TRIM (BT2) (BY OTHERS) <br />(82��SEC.TIONOBASE ANGLE <br />NOTCH <br />The spreading washer must <br />be nstailed on the fiat <br />balUnirt of a loaned cw dition. <br />Insert bolt 1 <br />through hok <br />than pbce u <br />bolt. Place <br />tighten nut <br />Install sewn <br />Oral nut. <br />Secad <br />1 a 1/2' x I' A307 <br />with Nut <br />First � I <br />I R/F or EW <br />Column <br />G7 Girt Bolts @Column Plate <br />1/4-14 x 74, S.D. SCREW (24' O.C.) <br />GUTTER STRAP (FL-18E, 36, O.C.) <br />1/4-14 x %' 5.D. SCREW <br />(2 PER STRAP) <br />EAVE TRIM (FL-19) <br />1/4-14 x 14, S.D. SCREW <br />(12' O.C.) <br />HANG -ON GUTTER (FL -IBC) — <br />DOWNSPOUT (FL-31, <br />FIELD -CUT TO FIT GUTTER) <br />DOWNSPOUT STRAP (FL-31F) <br />1/4-14 x 14' S.D. SC <br />R/F or EW <br />Colurm <br />' IV INSIDE CLOSURE wl%' <br />I k� f mASTIC, Top / BOTTOM <br />"PBR' ROOF PANEL <br />#12 x _ S.D. SCREW (6' O.C.) <br />-#12 x _ S.D. SCREW (12' O.C.) <br />-EAVE STRUT <br />WALL PANEL <br />1/4-14 x " S.D. SCREW <br />(1 0 EACDOWNSPOUT) <br />EI EAVE SECTION w/GUTTER <br />SHEETED SIDEWALL <br />Wide <br />rNamow N <br />WideFig <br />Nam"w <br />Fig <br />Narrow Flq Wide Fig Narrow Fig <br />(6) 1/2' x I' Aso? kdkata <br />� � (Always Point to the Wide Flo) <br />� Section at Standard Girt Lapping <br />2" @ 8" Member 4'-3�" 2' @ 8' Member 2'-3)z° W�gp� COI uMN <br />2-1/2" @ 9" Member 2'-Is/" 2'-1 /" 2-1/2" @ 9' Member pa: <br />I'-1�'3" @ 10" Member 4 4 3' @ 10" Member 4QLA.T WASHER <br />4" @ 12" Member 4,1'-10" 4" 1'-10' I�4"4" @ 12' Member1�4"l10' 4" 10" I�+r <br />Standard 4'-3 1/2" Purlin <br />J All Bolts are 1/2" x I' A307 1\� <br />2" @ 8" Member 6'-3'�° 7 @ 8' Member <br />2-1/2' @ 9' Member 's/" '�" 2-1/2' @ 9' Merr <br />3-1 <br />3" @ 10" Member 4 3-14 3" @ 10" Member <br />4" @ 12" Member 1�41 <br />2'-10" 4" 2'-10" 4" @ 12" Member <br />i IT <br />I I <br />Standard 6'-3 1/2" Purlin La <br />All Bolts are 1/2' x 1' A307 <br />For All #12 x __II S.D. <br />Screws In Above Details <br />See Chart Below For Length <br />SCREN <br />INS. TPICK. <br />#12 x HIT-6 <br />- 3' <br />#12 x 1-1/2' <br />4 - 5' <br />#12x2 <br />6' <br />Spreader I I I <br />Washer .I <br />Standard 2'-3 1/2" Girt Lap <br />All Bolts are 1/2' x 1" A307 <br />2'-I�4- 2'-114' <br />I'-10" 4' 1'-10' 1�4x <br />Spreader a I' <br />Washer .I <br />Standard 4'-3 1/2" Girt <br />All Bolts are 1/2' x P A307 <br />;%Nit <br />ENDWALL GIRT <br />th2 xL, d�: S <br />I <br />'le ENDWALL PANEL <br />GIRT CLIP <br />rO <br />O I <br />ALL BOLTS SHOWN ARE <br />012 x -' S.D. SCREWS <br />IV# x P A307 BOLTS <br />(AS CLOSE TO END OF GIRT <br />AS POSSIBLE DUE TO RIB <br />0 <br />O <br />HOT -ROLLED <br />BEING CENTERED ON <br />CORNER COLUMN <br />Cot" FLANGE) <br />SHEETING ANGLE (SAI) <br />SIDEWALL GIRT <br />TEK 05 S.D. SCREWS, TYP.-----,1 <br />I <br />1 <br />1 <br />CORNER J GIRT CLIP `'R' SIDALL PANEL <br />TRIMW <br />2 x - S.D.SSCREW, 12' O.C. <br />(FL-11) #12 x _' S.D. SCREWS, <br />ONE 0 EACH SUPPORT, <br />114-14 x 14' S.D. SCREWS, <br />(12' O.C.) (TYP) <br />85RAN'N�EL= <br />sECTwN ENDW .LL GIRTS <br />Wide Fig <br />Narrow Fig <br />Narrow Fig <br />Wide Fig <br />Narrow Fig Wide Fig Narrow Fig <br />• Irdicator Arrows <br />(7) I/2' x 1' A307 (Alway. Pant to the Wids Fig) <br />Redd at all <br />Purls taps <br />., \ Section @Standard Purlin Lapping <br />WEB OF COLUMN <br />—OR RAFTER <br />WASHER <br />aILLSIDE l" OR <br />3 EYE BOLT <br />llsCABLE <br />"'x8' SLOT(FIELD LOCATE) <br />CABLE - - ZCABLE CABLE WRAP <br />WRAP EYE BOLT <br />CABLE WRAP WEB OF COLUMN <br />WILL WASSWEER OR*OR RAFTER <br />EYE BOLT <br />FLAT WASHER <br />T/FF ; NUT <br />GABLE BRACE DETAIL at FLUSH BUILDING <br />-DO NOT CUT GIRT FLANGE <br />CABLE BRACE DETAIL �IA.T <br />WASWER­ <br />(%'# - r'P CABLE BRACING) NUT <br />(r# CABLE BRACING INTO 12 GA. WEB) � RAFT� MN <br />ro-m•.4. <br />Vx8' SLOT(FIELD LOCATE) <br />DO Nor CUT GIRT FLANGE <br />29 CABLE BRACE DETAIL at FLUSH BUILDING <br />�GIRT MUST BE FIELD CUT FOR CABLE TO PASS THROUGH <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 />1/4-14 x 14' S.D. SCREWS (12' O.G.) #12 x 14' S.D. SCREW W/o WASHER <br />(ONE PER SUPPORT) <br />' MASTIC <br />BA!j'PBR' ROOF PANEL <br />RAKE TRIM (FL-16)-\ [ROOF PURLIN-i <br />012 x ' S.D. SCREWS <br />MA O.C.) <br />b4-14 x '4' S.D. SCREW <br />(12 O.C.) <br />O al <br />I I <br />la I <br />PURLIN CLIP <br />\�&'# <br />OUTSIDE CLOSURE <br />x P A307 BOLTS, TYP. <br />HOT -ROLLED ENDWALL RAFTER <br />WALL PANEI; <br />(2) 0 x _ A325 BOLT <br />SEE BOLT SCHEDULE <br />10 II 1 <br />L -1L - J <br />HOT-ROLLIED ENDWALL COLUMN <br />R13 SECTION 0 FLUSH HOT -ROLLED ENDWALL COLUMN <br />w/HOT-ROLLED RAFTER ON TOP (FLUSH) <br />wide Fb <br />Nana„ Fb <br />1/4' Gusset <br />tea,,, Fig I/4' <br />Wide Fig <br />Narrow Flq Wide Fig Narrow Fig <br />Wicatar Arrom <br />(8) I/2' x I i/4' A325 (Always Point to tFra Wide Fig) <br />Read at all <br />Purtn Laps <br />�,1 Section @Anti -Roll Clip <br />I: Field cut 2x4x16Ga Angle to length. Install all angle 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 />Roof Plane <br />I 2" Leg Purlin <br />Strut - L2x4x16Ga J <br />Angle <br />(4) #12 x 1 114' S.D. Screws <br />w/o Washers (Typ each End) <br />--____-- Purlin ___-- <br />Overhead <br />Door Jamb 2x4xl6Ga <br />4 Leg (4) #12 x 1 114" S.D. Screws Angle <br />w/o Washers (Typ each End)-- — <br />6 E&W Strut DO <br />— <br />sl Section at Angle Brace Above Overhead Door <br />Screw Down Roof w/o Strapping <br />BUELDENG "A" <br />]KPH SIWD <br />459 WOODLAND RD <br />13.A7WVKL13, MS. 38606 <br />PB0 48014 <br />H. • •CFO <br />�.•G�\ <br />•EN S�• This item has been electronicalh <br />• NO 48014 signed and sealed bN Keith P. Shedd. <br />P.F. using a Digital Signature and <br />* �• •• * _ (late. Printed copies Ut this document <br />* are not considered signed and scaled <br />13 •'. STATE OF 4/ : and the signature must be verified on <br />lL am electronic copies. <br />p N AL E��` �, 6-18-20 <br />its" <br />000©o©©o� <br />■■■■■■■■• <br />- <br />... <br />■■■■■■■►' <br />■■■■■■■■ <br />MEMEMEMMUMEM <br />11111111 <br />......00� <br />U <br />U <br />U <br />ct� <br />CUSTOMER <br />PROJECT <br />0 <br />U <br />w <br />o�ca <br />CO <br />^ <br />CO <br />I <br />in� <br />W <br />- <br />I <br />C <br />U)rn <br />5 I� <br />CQ <br />E-+ <br />V 1 <br />M <br />I � <br />co <br />m <br />CO <br />OM <br />O � <br />a� <br />�cc <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 />820-1231-01 <br />DWG NUMBER <br />C <br />EF9 of 11 <br />