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HomeMy WebLinkAbout036-270-069-t4.n F V +� op 'ter j ; I /A' A" NOTE: PROVIDE 7/8" COMPLY __101 SUBFLOOR NAILED USING 10d GALV. TWISTED AT 12" O.E. F.N. & 6" O.C. AT EDGES -TYP. (GLUED & NAILED) i Q S LL O .e 12,-8" *: AS DETERMINED BY CHORD OR COLLECTOR FORCE CALCULATION, (8)-16d r COMMON OR BOX NAILS MINIMUM PER ITEM 10 CBC TABLE 23 -II -B-1 48" MIN, 48" MIN. * (XX) -16d ON BOTH SIDES * LXX) -16d ON BOTH SIDES Of OF WALL INTERSECTIONS DOUBLE TOP PLATE SPLICES 2X TOP PLATE W/TYPICAL NAILING 2-16d COMMON OR BOX NAILS ON BOTH USING 16d COMMON OR BOX NAILS SIDES OF BUTT SPLICES IN TOP PLATE AT 16" O.C. -TYP. �r fH VE 2" MIN. TYPICAL 2" MIN. TYPICAL Q �I s. L'.: , o I X I I 0 INDICATION OF 2x4 SAFETY RAILS AT 7-1/2" C/C -PER DETAIL 1 x o I UP 14 RISERS M 2X D.F. RIM JOIST 2X DF. PRESSURE BLOCKING -TYP, o c v s m 4x4 D.F. POSTS AT 44" C/( (±I -TYP. o FOR SAFETY RAIL SUPPORT 11'-41/2" 3'-4" LOFT FLOOR FRAMING PLAN SCALE: 1/4"= V-0" En ALL DIMENSIONS ARE F.O.S. OR F.OI.P. -TYP., U.N. ALL METAL CONNECTORS & BASES 'TO BE "SIMPSON' OR EQUIVALENT INSTALL FLOOR JOISTS PER MFGR'S SPECIFICATIONS AND GUIDELINES. 4x4 D.F, POSIS AT 48" O.C. (±) -TYP. LAG POSTS TO FLOOR JOISTS WSING (2) EXISTING METAL BLDG. WALL FRAMING L-- 03/8• X S" LAG SCREWS W/OVIERSIZE WASHERS 2x4 D.F. LATERAL RAILS AT 1-112" O.1,-TYP. ` SECURE RAILS TO POSTS USING (2116d NAILS 2X r;7~,�RESSURE BLOCKING -TYP, AT EACH CONNECTION POINT �— PLYWOOD FLOORING PER PLANS a 2X D.F. RIM JOIST V_B.C.I. FLOOR JOISTS PER PLAN 112"' GYPSUM BOARD AT CEILING & WALLS DOUBLIE 2x4 D.F. TOP PLATE -PER DETAIL 2 - 1 2x4 FRAMED WALLS W/2x4 D.F. STUDS AT 16" O.C. -TYP. - V +� op 'ter y a 2x4 P.T.Of. SILL PLATE -TYP. L m p fl m A p�11 L ap a. Oy nc m •Ol NOTES:EXISTING d U O - c• - my U� X !6 Z d C ` O ju EUAw3 X CONCRETE . FLOOR p� Ed` c 0 03:r 00 r -Q 'Cu0,0-- �w o w m ° 03 ppm" o t PLATE SPLICE C5 O W . E ;v,c��,' dip! esu.. o 6-- L) facto „c N u rnE coo mood E o 20 Q F O7w+ow- I U n- �pp • O J J Q 7 • •- X a a . 1 1 1 1 • 1 1 • N I M � z e70 .9����i• Q Q i N #� T Q' O t' ky t LL Ln - - X Q I 1 m 1t It .11 .11..11. T 1 0.: r i I i V O O N t I I DETAIL f 00 F- X O �1 I _r O I O J 2X DF. PRESSURE BLOCKING -TYP, o c v s m 4x4 D.F. POSTS AT 44" C/( (±I -TYP. o FOR SAFETY RAIL SUPPORT 11'-41/2" 3'-4" LOFT FLOOR FRAMING PLAN SCALE: 1/4"= V-0" En ALL DIMENSIONS ARE F.O.S. OR F.OI.P. -TYP., U.N. ALL METAL CONNECTORS & BASES 'TO BE "SIMPSON' OR EQUIVALENT INSTALL FLOOR JOISTS PER MFGR'S SPECIFICATIONS AND GUIDELINES. 4x4 D.F, POSIS AT 48" O.C. (±) -TYP. LAG POSTS TO FLOOR JOISTS WSING (2) EXISTING METAL BLDG. WALL FRAMING L-- 03/8• X S" LAG SCREWS W/OVIERSIZE WASHERS 2x4 D.F. LATERAL RAILS AT 1-112" O.1,-TYP. ` SECURE RAILS TO POSTS USING (2116d NAILS 2X r;7~,�RESSURE BLOCKING -TYP, AT EACH CONNECTION POINT �— PLYWOOD FLOORING PER PLANS a 2X D.F. RIM JOIST V_B.C.I. FLOOR JOISTS PER PLAN 112"' GYPSUM BOARD AT CEILING & WALLS DOUBLIE 2x4 D.F. TOP PLATE -PER DETAIL 2 - 1 2x4 FRAMED WALLS W/2x4 D.F. STUDS AT 16" O.C. -TYP. - JOB NO. DRAWING NO. REVISION NO. Y y a 2x4 P.T.Of. SILL PLATE -TYP. moi NOTES:EXISTING DOUBLE TOP—/ CONCRETE . FLOOR PLATE SPLICE esu.. SHOWN1) THE NAILING ABOVE REQUIRED AT ALL EXTERIOR WALLS (DIAPHRAGM �pp • 7 • •- a . 1 1 1 1 • 1 1 • MEMO � e70 .9����i• ABOVE2) THE DETAIL IS BASED ON r• PLATE DETAIL DEVELOPED Br• #� t' ky t ri=n�=u-:r-u=u� 11=11= li=ili1=1�=1l=11=U =1111==11t1�11.= ih11�11=�i. 11=1L=11.= =.fit= iihihll�t111=11'il`�'ll =,11-11= IL= �1=11=11= l.-1t:-11=11=1�,1,-11-11�.1111..I1-11--11-11-i1-11,-:11..IL .Il 1t It .11 .11..11. T M. l; , ll.�i1.,�,11.,�11„tl.�lhll.�ll;�ll.,� t FRAMING DETAIL FRAMINGOFFICE is—on v TOP PLATE SPLICE CONNECTION DETAILS —on WALLS, LOFT FLOOR & SAFETY RAIL 1/2" 1 JOB NO. DRAWING NO. REVISION NO. Y y a �pp • 7 • •- a MEMO � #� t' ky t i T a t � • I T. • z s ;I f s •• .Y i j =� w • I r JOB NO. DRAWING NO. REVISION NO. Y ',I � � - - -- _ ,_ _ __.. T - _ -_ _ -- - -- _�_ - T. - -- .. _ . T __� - _. __---�----- �-------�.- _.� I � _ -�� _ LAP LAP 4' 4' LAP LAP $ 'RA-1' RAKE ANGLE J 1 1/2'11/2' RA-I' RAKE PURLIN _ ANGLE W/ (I) 92-14 x 1 U4' 5D5 s EAC H PURLIN UNUSED HOLE_ MAIN FRAME w _ e 0 o PURLtN PURLIN o PURLIN (2) I/1'0 MB's W/ N RAFTER N o i I WASHER a OVER- ; 0 SIZED HOLE N C4) 1/2'9 MB's N I m � Z (2) 1/2'm MB.'s (2) 92-14 x 1 1/4' SELF- (2) 1/2'9 MB's !2) h2-t4 x 1 V4' SELF- (2)1/216 MB.'s W/ 2YM2-I4 x l I/4' SELF- P DRILLING SCREWS I DRILLINCs SCREWS WASHER ATO a I DRILLING SCREWS SIZED HOLE ` t ``tel C i 1 0 A e 1 N 1 1 W W i EAVE STRUT SPLICE EAVE STRUT MAIN FRAME FB- 'FLANGE BRACE MAIN FB- 'FLANGE BRACE END-FRAME FB- 'FLANGE BRACE CLOSURE 'TR-35' (n RAFTER f2 x 2 x 16 Ga. Ang-) W/ (1) 1R'0 M.B. s FRAME RAFTER l2 x 2 x 16 Ga. AngJ W/ (1) 1/2'0 MB. s FRAME RAFTER (2 x 2 x 16 Ga. Ang.) W/ (t) 1R'0 M.B. s FRAME ZEE' RAKE BEAM (OPTIONAL) _J Q OTE: SEE ROOF FRAMING PLAN OR CROSS SECTION FOR FLANGE NOTE: SEE ROOF FRAMING PLAN OR CRO55 SECTION FOR FLANGE NOTE: SEE M60F FRAMING PLAN OR CRO55 SECTION FOR FLANGE DOUBLE 'CEE' OR BUILT-UP RAKE ^ BRACE LOCATIONS BRACE LOCATIONS BRACE LOCATIONS BEAM lV\► J NOTE: BUILDIINGS W/O WALL PANELS, NOTE: BUILDINGS W/O WALL PANELS, RAKE ANGLE ATTACHES TO BOTTOM OF RAKE ANGLE ATTACHES TO BOTTOM OF W L PURLINS W/ LONG LEG VERTICAL PURLINS W/ LONG LEG VERTICAL 0 /NS BND FRG ME f�U1�L /NS " W O / CONT/NUOUS FURL /N8 2 S/Mt�LE. Srd�lN FURL 3 4 i�URL /N / R4K� "W"W14 4 I $ E,4 VB STRUT CONN. o C� 8 t/2' s BYPASS GI 5 8 1/2' . sBYPASS GIRTS, U - 0' s FLUSH GIRTS ENDPOST O' s FLUSH GlRrS FRAME COLUMN U OR ENDPOST Q ROOF PANELS PURLINS FRAME COLUMN 'FB- 'FLANGE BRACE FRAME COLUMN 'FB- 'FLANGE BRACE N' OR END POST (2 x 2 x I6 Ga. Ang.) OR END POST (2 x 2 x tb Ga. Ang.) 1/4'9 RAMSET 'CBC' t/4'0 RAMSET s C e W/ (I) 1/241 M.B.s FRAME a W/ (1) 1/2'9 MB. s FRAME NOT BY NOT BY 'GBG' i Lm 1 �I (2) -12-Id x I I/4' SELF- - �o 'AC-1' CLIP W/ �1 (21 *,12-14 x 1 1/4' SELF- BASE ANGLE BASE ANGLE L W DRILLING SCREWS (4)11/2'0 M.B.'s DRILLING SCREWS (IF RECID) (IF REQ'D) A A- eiie .o e e a.co GIRT 11 - _ GIRT AG ANLL ei ie o io o e b s Z .. x x 16 Ga. AngJ�- - 'AG-T' CLIP W/ 11/2, ` IQ' (2) ANCHOR BOLTS 'GBG' H (4) ANCHOR BOLTS - 012-14 x 1 1/4' SELF-DRILLING (6) 1/2'9 MB's NOT BY NOT BY 'GBG' SCREW AT EACH PURLIN L LAP - - 1Q J ' NOTE: SEE WALL FRAMING PLAN - NOTE" SEE WALL FRAMING PLAN � NOTE: DESIGN OF ANCHORAGE 'CBC NOTE: DESIGN OF ANCHORAGE W � OR CROSS SECTION FOR FLANGE OR CROSS SECTION FOR FI„ANGE 15 NOT BY 15 NOT BY 'GBG' - U - BRACE LOCATIONS BRACE LOCATIONS - - - W "- - - - - - NOTE: SEE ANCHOR BOLT PLAN NOTE: SEE ANCHOR BOLT PLAN $Wg - FOR DIAMETER, GAGE, AND LOCATION - FOR DIAMETER, CAGE, AND LOCATION OF ANCHOR BOLTS OF ANCHOR BOLTS U. CONT/NUIOUS�iIRTS ro 5,4�s .CNCsL� D,�T.4/L 7 S/I`7F�LB SF�,a.N �s/RTS 8 9 r2> BOLT 8.4SB DBT.�I/L /m l4] BOLT B14SB DB'T,4/L W g� V c� .. •t. 1' 4' 3/8'0 E.HS. CABLE 4' u 4' - 3/8'9 E.H.S. GABLE 4' 1' COLUMN/RAFTER COLUMN/RAFTER (ASTM 15) (ASTM A415) 'BR-3' BRACE EYE 'BR-2' BRACE GRIP (TYP.) BR-6' TURNBUCKLE ASSEMBLY 'AC-;' BRACE CABLE B AG-l' BRACE GABLE E BR-2' BRACE GRIP TYPICAL BOTH ENDS 3/4'9 STL BRACE e LIGHT GAGE TO LIGHT GAGE ROD (ASTM A36) K o - - 3/8'9 EXTRA HIGH - t' d' 3/8'0 E.W.S. CABLE 4• g• STRENGTH GABLE (ASTM A415) (ASTM A415) 'BR-2' BRACE GRIP (TYP.) 'BR-4' 3/4'0 EYEBOLT ASSEMBLY AC-1' BRACE GABLE E CW/ NUT AND WASHER) COLUMN/RAFTER COLUMN/RAFTER BR-1' 3/4'9 COUPLER 'BR-5' BEVELED NUT CIF REQ'D) LIGHT GAGE TO STRUCTURAL WASHER 'BR-5' BEVELED WASHER YASSEM5LY 'BR-5' BEVELED WASHER ' 4' 3/8'0 E.W.S- GABLE - - 4' L 9' /d'0 EYEBOLT (11/ NUT 5HERJ - . 6' MIN. THREAD - (TYP.)'1 3/4'4, NUT AND - - - Q 0 (ASTM A415) 'BR-Y BRACE GRIP (TYP.) 'BR-4' 3/4'0 EYEBOLT ASSEMBLY WASHER (TYP.) BR-3' BRACE EYE (W/ NUT AND WASHER) ul BR-5' BEVELED -4 STRUCTURAL TO STRUCTURAL WASHER F 11 BFZ4CE CGBLE dSSEMBL7' IZ CBL BRAC/NCr T/�3T ROD BR4C/NCs �Qa�Qa� ROOF PURLIN -a ROOF PURLIN 'ZEE' RAKE BEAM i � EAVE STRUT (2) 1/210 MB.'s — ROOF PURLIN— 'AC-8' CLIP W/ (4)- - • — 1/2'0 MB.'s - OMIT — • —' ' ' " — CLIP AT DOUBLE — — ' '- — — " — • _ SIDEWALL GIRT END POSTS e m 'AC-I' CLIP W/ (4) j S e 1/2'0 MB's CTYPJ S (4)1/2'0 MB's ° ° 0 0 -- p e t - _ e o o e ITJ ! --� I 'ZEE* RAKE BEAM 'AG-8' CLIP W/ f4) I/4' CAP ie W/ a DOUBLE 'GEE' OR (4) 12'0 MB's o BUILT-UP RAKE BEAM 41/4. o W 'ZEE' RAKE BEAM I 1 1/2'0 M.B.'s - OMIT w - -- CLIP AT DOUBLE 9 SINGLE 'CEE' END—""' ND 1� DOUBLE 'CEE' END SINGLE 'CEE' EN i END POST ENDWALL GIRT POST W/ (2)1/2'0 MB's I POST W/ (4)1/2-0 MB.'s POST W/ (2) 1/2.0 MB.'s DOUBLE 'CEE' OR 'WA- *GIRT BRIDGE W/ J 'GEE' CORNER POST (OPEN SIDE FACING CORNEi'J BUILT-UP BUILT-UP COMER (2) 1/8'0 POP RIVETS AT Q END POST POST EACH END FIELD COPE DOUBLE 'CEE' END AS REQUIRED W Q LL POST W/ (4) 1/2'0 MB's Q J U N W W C3 J 1 GORN�',2 'OST/1�.d,KE BJ`9 2 SND >�OST/R,4K,E �3�.4!''� 3 G,ENTE'i�' f�OST/,E',4K� f3M .4 SND f�OST/,�2,�3.K� B,6'.4M � GIRT / GORN,�R f�OST � 0 0 CC s at O 'GEE' COMER POST m � SINGLE OR DOUBLE U 0 aU r GEE' END POST e u 1 SAVE STRUT (2) f2 `4, MB's V O � r a SIDEWALL 1 (2) 'AC-I' CLIPS WIAL! GIRT CTYPJ DOUBLE 'GEE' END POST ° rym� LLI BLDG LINE I W/ (2) 1/2'4, M.B.'s 1 'AC-2"%' CLIP W/ (2) 'AG-I' CLIPS W/ LC t (8) V2'0 MB's C6) 1/2'0 MB's co ENDWALL •. 0 ol ------ LINE ;�1I: jpt o oBLDG 0; DOUBLE 'GEE' OR ; �po (2) 3/40 ANCHOR BOLTS (2) 3/4'0 ANCHOR BOLTS NOT BY 'GBG' )14 BP RAKE.BEAM UILT-U(2)'AG-1'CLIPS JZ W/ (2)1/2'0 M.B.'s NOT BY 'GBG' 'GEE' COWER AG- 1' CLIP W/ ENDWALL GIRT m oWp G NOTE: DESIGN OF ANCHORAE NOTE: DESIGN OF ANCHORAGE POST (4) 1210 MB.'s (TYP.) � a IS NOT BY 'GBG' 15 NOT BY 'GBG' 'GEE' CORNER POST W NOTE: SEE ANCHOR BOLT PLAN NOTE: SEE ANCHOR BOLT PLAN FOR GAGE AND LOCATION OF FOR GAGE AND LOCATION OF i"- m. ANCHOR BOLTS ANCHOR BOLTS (0 $ U gLLg ro GO'N�,F' FROST B,4SB '7 SND F=OST BASE 8 O/RT / GORNr�R f�OST 9 G012NSR >c'OST/R�LKE BM Jm Cslo2T /DBL SND POST M W Ill aA SANDWICH WEB ROOF PURLIN EAVE STRUT BETWEEN BOLT'G GIRT DOORJAMB PLATE FIELD DRILL (2) S/16'4, HOLES M EAVE STRUT 'AC-1' CLIP W/ 'AG-i' CLIP W/ DOOR JAMB _ (2) 1/2'0 FLAT HEAD (2)1/2 0 FLAT 4 (2)1/2'# MB.'s _ HEAD MB's °i o 0 o o p! " DOOR HEADER-//-- rr. qtr t 1AC-1' CLIP W/ DOOR JAMB DOOR JAMB 'AC-1' CLIP W/ • 1/4' BOLT'Cs PLATES t BUILT-UP (4)1/2 '0 MB's C2) 12'0 FLAT HEAD W/ C4) 12'4, MB.'s j RAKE BE 4 (2) 12'4, MB.'s (2J 1210 ANCHOR BOL7- i NOT BY 'CBC' SINGLE/DOUBLE 'GEE' NOTE: SEE ANCHOR BOLT PLAN OR BUILT-UP CENTER FOR GAGE AND LOCATION OF POST j ANCHOR BOLTS [DC_>C)Az ✓4MB/�•4Y� ST,@UT i2 DOOR ✓41`9B / Nc'.4D�'f� l3 D0012 J4!"1B / 01,�T /4 D00,2 ✓.4MB B.4SB i� GcNTE,2 MOST/,�,4KE BI`9 T� aaaa -- - ROOF PUP -LIN N 'ZEE' -RAKE BEAM 'AC -i' BRACE CABLE EAVE STRUT DOUBLE 'GEE' OR PLATE W/ (2) 1/2'4 M.B.'s BUILT-UP RAKE BEAM 7 _ - -- USE WASHER gOVER-SIZED — FIELD DRILL: HOLES RAKE BEAM SINGLE/DOUBLE SINGLE/DOUBLE 'GEE' 'CEE' END POST _ OR BUILT-UP END POST FIELD DRILL w p 0 0 j�� BRACE GRIP RAKE BEAM 0 o II i in. ey 'AC -20' CLIP W/ I j 4� i o BRACE GRIP BRACE GRIP C2) I/2'4 MB.'e - BRACE GRIP o I � � W 2' I DOUBLE 'GEE' OR 1 W I BUILT-UP RAKE BEAM 1 Z GEE' GONER ]1/2' NOTE: IF DOUBLE 'GEE' OR M •'t�'; AG -20' CLIP W/ POST BUILT-UP END POST, FLIP ;'AC -20' CLIP W/ 1i' ° t� '• ' BRACE GRIP (2) 1/2'4 M, B. J 'AC -l' BRACE GABLE OVER 'AC -T CLIP C'2) 1/2'4 MBVa PLATE W/ (2) 1/2'4 M.B.'sQ DOUBLE 'GEE' OR SINGLE/DOUBLE BUILT-UP COMER 'CEE' END POST Lc POSTQ Q V NOTE: FIELD DRILL ClEARANGE NOTE: FIELD DRILL CLEARANCE NOTE: FIELD DRILL CLEARANCE Q N VIEW LOOKINCs OUT VIEW LOOKINCs OUT HOLE THRU GINS HOLE THRU GIRTS HOLE THRU GIRTS j (j j W o J 1 'Z6'J= ",F',4K�/"1s8�"C012N�f2 2 SND POST B,4S� 3 �2.�K6 BEAM /' CORNER .¢ SND f�OST BdSE 3 ,2.4KE 82.41"1/BND f�OST W 0O Iz cc O U M z U BUILT-UP RAKE V ppa BEAM O EAVE STRUT Q Q ----------- - -----3/4'm 5W 3/4'i STL BRACE p ROD (ASTM A36) ale Z I � I J I W WAN BUILT UP CORNER COLUMN W �K - Cf) 8f VIEW LOOKING OUT Na ro >Q,4KE 8�,4M / CORNBR 7 8 9 1U W g`� V d � I a 0 Y m 11 1121 Q Q IM FRAME COLUMN 41/4' OR ENDP05T (U-12 - 14 x 1 1/4' GIRT SDS 3'-0 O.G. FRAME COLUMN 'FB- 'FLANGE BRACE OR ENDP05T l2 x Z x 16 Ga. Ang.) 'FB- 'FLANGE BRACE ENDWALL (2 2 16 Ga. Anc3> 'RA -I' RAKE I MAIN FRAME Z I` x x PURLIN R'A'FTER W! CU 1/2'41 MB. a FRAME GIRT W/ (U 1/2'0 MB. o FRAME ANGLE (W/ WALL ° -14 x I SELF -------- BELOW ONLY) D ILLIN12 DRILLING SCREWS R i (2)'12-14 x 1 1/4' SELF — B I 1 DRILLING SCREWS I LEANIN I EAVE STRUT R S (2)1/2'o MB's W/ RA -I' RAKE ANGLE PURLIN Z WASHER AT OVER- I W/ (1) 112 -14 x 1 1/4' SDS I < ° ° ° ° SIZED HOLE ® AGH PURLIN I R o Y3 GIRT o; I 1 I _ _ k `AC- ' FRAME QI pI'10 Ip - -- -- CLIP COLUMN W W/ (2) 1/2'0 MB's 51DEWALL GIRT a,♦ (2)'AG-i' CLIPS W! '41 WA -08' GIRT BRIDGE -'AC-I' CLIP W/ ---- ---- LEAN-TO RAFTER (6) 1/2;7 MB_'s (2)'t x 11/4' SDS's l4J I!2'0 MB.'s EAVE STRUT SPLICE 'AC -13' EAVE STRUT t FI OP FIELD DOPE AS REQUIRED - PURLIN CLOSURE 'TR -35' SPLICE PLATE W! (S) J . 1RJ RAKE BEAM 10 Ga. CL05URE i!4' 80LTINCs PLATE PLATE (W/ WALL W/ (4) 1!1'0 H.SB.'s (OPTIONAL) 1!1'0 H.SB's Q (TYPO i BELOW ONLY)ru w� NOTE: SEE WALL FRAMING PLAN NOTE: SEE WALL FRAMING PLAN 0 OR CROSS SECTION FOR FLANGE OR CROSS SECTION FOR FLANGE BRACE LOCATIONS BRACE LOCATIONS a W 1 INSET Cala2TS 2 /NSET Cs/RTS /CORNER 3 ROOF f-1Zl 6L47 C1-4,4NCsZ Z,4 YE STOUT S,�'L /Cz ,�'L z FIELD DRILL (2) GIRTf2) SAGO HOLES 1/8'41 POP J'GIRT RIVETS (TYPJ / "I4 x 1/8' STITCH SCREW a 1'-0 O.C. '14 x 1/8' STITCH SCREW a 1'-m O.C. U LL Q -- VENT BASE U VENT BASE p Q j— ��— 1 ' x 1/8RIBBON //---�� t' x 1/8' RIBBON---'" R U 3/8'0 EXTRA HIGH - 1 MASTIC 1 MASTIC STRENGTH CABLE 'AC -1' CLIP W/ ROOF PANEL ROOF PANEL Q (ASTM A415) _ GE (4)1/2'41 MB.'s - ITYP.) I I COPED LE - n" O -t@'-@ LONG CONTIN SECTION 'A' - .. RIDGE VENT NJ/ DAMPER AND END SKIRTS) SE ON 'A' 20`0 STATIONARY VENT k®' `o o W LIP 9' THROAT (W/ DAMPER) - ... 3R-2' BRACE 1 i k' _ GRIP t I rP-T WA- WINIDOW ANGLE (TYP-)0 11' THROA k 1 [ "I4x1/8'S co T R� 'GEE' DOOR (ZxZx16GaU - - I T SCREW 1'-0 '- k 1111 `\` F SCREW014 )c 'S7@OC. Z NOT BY GBG' BOLTS _ JAMB -, BASE ANGLE OUTSIDE CLOSURE OUTSIDE CLOSURE -J i I i' x 1/8' RIBBON A' I' x 1/8' RIBBON A' m NOTE: DESIGN OF ANCHORAGE 15 NOT BY 'CBC' NOTE: SEE ANCHOR BOLT PLAN FOR GAGE AND LOCATION OF - . MASTIC --- ---- - ( ROOF PANEL MASTIC -- ( -` ROOF PANEL - J � W �$ �WV "�•" • .: "• ANCHOR BOLTS 3...' FIELD LOCATE ¢ m -5' RIDGE PURLIN IDLE Q RIDGE PURLIN IDLE 4 gg a ,6 Bi2.4C/NCs / DE,4D 1`7,4N '� UJ,4L,� DOOR OPEN/NGr B L!JlNDOLL/ ,�R,4M/NCs 9 CONTINUOUS R/DCsE PENT. Im 2m"� ST,4T/ON.4RY mm �� W 1iENT SW V q�8 e .. 3, 3, B GIRT (Ty PJ C (2) 112'4, MB's FI GIRT ®1'-4' A DRILL l2) 5/16'o HOLES ELEVATION GIRT s 1'-4 _ _- -_ 6 p. - - - •14 x 1/8' STITCH WALL PANEL ELEVATION PURLIN SCREW T -- HEADER TRIM 'TR -8` I I ' 'ZEE' BRACKET ROOF PANEL MASTIC ROOF PANEL ,- I' x I/8' RIBBON - - / I I ✓ i I (INCLUDED W/ DOOR FRAME ROOF TRANSLUCENT MASTIC PANEL - DOOR PACKAGE) PACKAGE 'PANELS TRANSLUCENT o< j /" i TRMD'TR-8' HDEADER�E i _ PANEL PURLIN - m I / o � I DETAIL 'A' DETAIL 'C' _ __ _ SECTION 'A' SECTION I "\ t INTERMEDIATE GIRT '11-14 x 1114' - ' - •- - 1 WALL PANEL 1 \ \ I (IF REO'D) FIELD CUT SDS I DOORFRAME - - MIN-) - t I JAMB V 1/8' RIBBON -!�Z_ \ i x 1 \ i ------- A MASTIC TRANSPANELLUCENT NOTES: SEE FLASHING DOOR FRAME 1. ALL DETAILS TYPICAL (2) ANCHORS STANDARDS FOR JAMB C ROOF PANEL FOR WALLS, EXCEPT NO - FINISH NOT BY 'CBC' TRIM DETAILS B 11) t/S'0 POP RIVETS MASTICREQ'D PURLIN 2. SEE 'FASTENER - - OPENING DETAIL 'S ' DETAIL 'D' - – – – — -- PLACEMENT SHEET' - - - 5ECTION 'C' 11 RE1iERS/BLE LU,4LfGD00,�' �1ND FR,4l"1E t121 Tr?�lN�aLUGENT �'.4NEL Wim •12-14 ' - tS - ter, v 'FM'ROLL-FORMED (1 Ll, SURE W/ '14 x 1/8' STI+END7A SCREW s EACt BOTTOM ROOF PANEL INSIDE CLOSURE W/ t] co ROOF PANEL •12-14 x 1 1/4' 505 ® ENDWALL BUILDING LME MASTIC TOP t BOTTOM d EACH FURLIN 2S' GUTTER u 3 n 1p AP s 3'-0' O.C. ?R-IIR t TR-IIL' (10) 1/8'41 POP RIVETS CORNER CAP ® MASTIGRIBBON�� ROOF PANE0--------Q ""'ROOF 11J IL PANEL 1' x 1/8'RIBBON MASTIC . TRIM '12-t4 z 11/4' SDS ®I'-0 O"11 IHIGW-RIB LOTR -2' EAVE GUTTER EAVE -I4 x I I/4' SDSa1'-0 Oc. (HI@N-RIB LOC.) TRIM SAVETRIM TRIM 'TR TR -49' EAVE 4 4 x 1/8' STITCH M4 x 1/8` STITCH -2' SAVE CLOSURE I "14 1/8' STITCH (n SCREW a 3'-0' OG CORNER TRIM CUTTER I x `1) RIDGE PURLIN SCREW a V-0 O.C. i SCREW a 3'-0' OC WALL PANEL EAVE STRUT WALL PANEL EAVE STRUT WALL PANEL Eatj" � LY w p l R/DCrE C.4f� 2 TR/1`r E 3 E41/E GrUTTE,Q ' .¢ CORNER G,4F' % rsUTTE,2 E4 YE TRIM 0 Q � U Z ENDWALL BUILDING ROOF PANEL - 112-14 x i i/4' SDS � � -- WALL PANEL 'TR -9' OVERHEAD DOOR JAMB TRIM Cl .LINE t TR -IR' FIELD COPE CORNER EACH GIRT (TTP.) - - - _WALL PANEL -\ - E COINER GAP. C GAP TO CLEAR ROOF PANEL AND RAKE TRIM - o ----------- -413' EAVE I CLOSURE 012-14 x 11/4' SDS I 'TR1 a 3'-0 O.G. I M2-14 x I I/4' SD5 'TR -35' EAVE STRUT WALL PANEL TRIM CORNER DOOR JAMB 4'-0 O.C. (TYP.) jR i SPLICE CLOSURE V Z (OPTIONAL) TR -3'. EAVE 'TR -8' HEADER-:TV, TRIM BUILDING LINE TRIMCORNER TRIM U'\�WALL PANEL 'TR 7m (8) 1/8'41 POP RIVETS EAVE STRUT - (2)'12-14 x 11/4' SD -33' OVERHEAD a 4'-0 O.C_ DOOR HEADER CAP - - - 'TR -34' OVERHEA o - DOOR JAMB GAP J W NOTE: EMEND HEADER TRIM 3' PAST FACE OF JAMB IL ggIL m X�Y ro CORNER G�l�'/E.4 YE T1�/J`1 7 E,4 YE S, =L /GE CLOSURE 8 GORNE� TR/J`7 9 DOOR HE4DER TR/J"1 JQ DOOJs' J�lM�3 TR/M W $ 014 x 1/8' STITCH SCREW a I'-0 Or— ROOF PANEL' OUTSIDE CLOSURE W/ WALL PANEL MASTIC TOP t BOTTOM WALL PANEL 'TR -t4' WALKDOOR - � - - -I JAMB TRIM 'TR -13' HIGH SIDE x'11 -I4 x 1 1/4' SDS WALL PANEL OPTIONAL 14 x 1/8' VE TRIM ' a 4'-0 O.G. STITCH SCREW a 4'-0 O.G. -------- - C _ _ _ i 51 CLOSURE m 1/4' SD5GIRT (2)'4 x 1/8' STITCH SCREW'RA-I'SHEETING rTR- (TYP.) TR-15'WALL-TO- ROOF TRIM ALKDOOR OR - X14x 1/8' STITCH -. 012-14 x 11/4' SDS WINDOW JAMB (3)1/8'41 POP RIVETS _ _ _SCREW a V-0O.G, ANGLE a EACH PURL IN 'TR-105'DOLLNSPOUT 'TR -10' DOWNSPOUT NEL STRAP s 8'-0 O.G. MAX (3' x 4')HIGH SIDE WALL PANELDG EAVE STRUT E I' x 1/8' RIBBON MASTIC ROOF PANEL JJ U/4LKDOOR ✓.41`>B TR/l`7 12 DOILNSROUT 13 !-tICsH S/DE E�iYE Ti�IM I-4 /NS/DE CORNER TR/M l✓ UJ�LL-TO-FZOOF TRIJ`1 a aaa ' i EAVE STRUT EAVE STRUT EAVE STRUT 2'-0t 2'-0'- ,n (2)1/2' BOLTING: _ . _ . — RAFTER PLATES W/ ( ) — (2)1/2* BOLTING — ER — — (2) iR' BOLTI - _ - — RAFTER 8 5/8' x 3' x Ib Ga. V � V' PLATES W/ ( ) — -- _ PLATES W/ ( ) DOUBLE 8 5/8' x 3'x16 Ga. 'ZEE' RAKE 0 x HS.B.'s m x H.SB.'s . BEAM DOABLE 'CEE' 0 x H.S.B.'s CANOPY BEAM - BEA CANOPY BEAM j ID N i j IZ - --- NESTED EAVE STED EAVE w J CANOPY BEAM STRUT STRUT (FARSIDE) . o W CANOPY BEAM BEAM 114' GUSSET 12 CENTERED BUILT-UP OR (8) I/2'm MB's lU/ MB.'s AG-Il' CLIP W/ 114' 114' ST PLATE BS- 1/4' STIFFENER DOUBLE 'GEE' WASHERS a GAGE GUSSET (3/16 IE) J 1 PLATE B.S. CANOPY BEAM RAFTER BEAM SIDE (8) 1/2'0 MB's W/ Q COLUMN COLUMN EXTENDED PLATE COLUMN WASHERS s GAGE SIDE W 'GEE' CORNER POST J Q 3 6'.4Y� GCNOPY � W W Q O O I �'�.Y�' C.4NOf�Y 2 �'�YB C.4N0,�'Y 4 t�/�sCsYH,4CK C,4N0>�'Y � J=l�s�sY�3.4GK C,�1NOi�Y � - - INSIDE CLOSURE W/ 14 x W Is STITCH MASTIC TOP tBOTTOM - SCREW ®EACH END INSIDE CLOSURE T 14 x STITCH MASTIC TOP < BOTTOM - INSIDE CLOSURE W/ INSIDE CLOSURE W/ m U o 0 a -8 W SCREW o EACH END -MASTIC TOP t BOTTCM MASTIC TOP f BOTTOM 518' x 3' x 1b Ga.GUTTER DOUBLE 'GEE' - 'TR-25' GUTTER U CANOPY BEAM STRAP a 31_0. Oz_ STRAP ® 3'-0' O.G. 14 x 1/8' STITCH SCREW a Y-0' O.G. 14 x 1/8' STITCH SCREW m 3'-0' O.C. - --- ----- o W ® CF PANEL 'TR-2' ROOF PANEL ROOF PANEL OF PANEL TR-3' EAVE - ---7EAVE d EAVE 'TR-2' EAVE TRIM 1® GUTTER GUTTER CANOPY - 14 x 1/8' STIT EAVE STRUT 'TR-3' EAVE 12-14 x 1 1/4' SDS OPY03 l! _ - 14 x 1/8' STITCH II SCREW a 3'-0' TRIM 3'-0 O-C-. STRUT Z SCREW B 3'-0' OG CANOPY _ 14 x 1/8' STfTGH 'GEE' CANOPY ,'`--I' CLIPS W/ (4) 1/2'0 FLAT HEAD t (2) In'm EAVE STRUT 012-14 x 1114' SDS a 3-0 OG. - CANOPY EAVE STRUT SCREW a 3'-0' OEAVE 14 x 1/8' STITCH SCREW a 3'-0'OC.Ms.'s STRUT TR- ' CANOPY12-14 x 1 I/4' SD5SOFFIT 'TR- 3/4' s 3'-0 O.G. (TYPE TR- 'CANOPY PANEL ' CANOPYTRIM 12-14 x 11/4' SDS FIT TRIM 3/4' TRIM a 3'-0 O.C. (TYP> TRIM'CANOPY ELmGAP J14 x STITCHx/8' W < � W 4 SCREW s 3'-0 O.C. - STITCH U W - - - _ - - - SCREW s 3'-0 O.C. �^ gws to gaLL mU �� W xm ro C�NO1�Y STRUT 7 GsUTTE,2 W/O SOFF/T 8 CrUTTBR L1J/ SOFF/T 9 s=,41�$ TRJI`7 UJ/O SO F/ SOFFIT V � d EAVE TRIM _ DOUBLE 'CEE' (OMITTED FOR - - INSIDE CLOSURE W/ CANOPY BEAM CLARITY) EAVE STRUT MASTIC TOP t BOTTOM - - CANOPY BEAM RAFTER ,.O ROOF PANEL ROOF PANEL 1 I ta ---- < _ --- - ----- 1 i F TR-31' GAP i I 'TR-31' TRIM I - L �� - TRIM I EAVE. STRUT WALL PANEL AVE STRUT x 8 1/2' LONG In 14 x l/8' STITCH 1 1 - SCREW s 3'-0 O.C. FIELD COPE 1 'TR-8' SOFFIT WALL PANELS WALL PANEL TRIM SLIT HIGH RIB AS ----- CAULK AS REQUIRED EHOUN AND FLA - _ - PRIOR TO INSTALLING - - - - (6) 1/8'0 POP RIVETS CANOPY BEAM FIEL D COLUMN INSTALLED IN FLATS CAULK AS REQUIRED SOFFIT PANEL BETWEEN MINOR RIBS OUTSIDE CLOSURE _ 14 x 1/8' STITCH - - - - - SCREW s 3'-0 O.C. - aaaaaa� JI C'4N0,�'Y TR/J'9 UJ/O SO,=F/T !2 G.CNOf�Y T;QJ/`9 I3 E,4Yz Tom' /I`9 1-� SOFF/T T,F'lM (BOTTOM IN COMP.) Fy = 55 ksl Ae = 1.141 IN? Fy = 55 ksi R PANEL PROPERTIES 'GEE' SECTION 'ZEE" SECTION Weight TOP IN COMPRESSION (PSF1 Ix Sx BOTTOM IN COMPRESSION Ix Sx' I6 GA -16 .0175 GA. 1/8' Sxc = 1.856 IN3 x. Sxc = 1.828 IN3- 010568 I 0.0(.50 Ae = 0.468 IN 2 .0225 Ae = 0.450 IN 00609 0.0585 14 CSA. 14 GA. Sxc = 2.608 IN3 Sxc = 2.534 IN Ae = 0.652 IN Ae = 0.644 IN 8 1/2 12 G4 2 I/4' 4' 2 1/4' I51/2. . 12 GA. Sxc = 3.621 1N3 Sxc = 3.119 IN 3 Fy = 55 k5i Ae = 1.010 iN2 Fy = 55 ksi I Ae 1.101 IN "ZEE' RAKEBEAN SECTION 'GEE' SECTION 14 GA. 16 GA. s 1/2 Sxc = 3.956 IN3 2 1 v n - (TOP IN COMP.) Sxc = 3.140 IN3 Sxc = 1.802 IN3 3' 11/2' (BOTTOM M COMP.) Ae = 0.668 1N2 _ (TOP IN COMP.) e - 12 GA. Sxc = 2.681 IN –(BOTTOM SXc = 6.051 ii 1 IN COMP.) 21/2 - SOP M C'CM .) IN3 2,1,1;,4—.[ 4' 2 f/4' 8 t,. Ae = 0fo3921N . (BOTTOM IN COMP.) Fy = 55 ksl Ae = 1.141 IN? Fy = 55 ksi ROOF PANELS R PANEL PROPERTIES GAGEDesign yThlcknass Weight TOP IN COMPRESSION (PSF1 Ix Sx BOTTOM IN COMPRESSION Ix Sx' 26 50 ksi .0175 0.96 010430 0.0388 0.0404. 0AM5,a 24 50 ks) .0225 1.16 01x609 010585 010568 I 0.0(.50 ROOF PANELS WALL PANELS Roof/Wall 14 x 1 1/4' SD. Screw 8' Ribbon Mastic 7f only) A END LAP DETAIL 012-14 x 1 1/4' 3' W/ 5D. Screw 5• wio tier Gutter Roof Pane i Inside Closure��l'x 1/8' Ribbon Mastic e Top and Bottom Eave Strut EAVE DETAIL 4 X 1/6' stitch Screw I'x 1/8' Ribbon Mastic - T (Roof only) I RoofNlall Panels SIDE LAP DETAIL 4' 8' 4' 8' 4• T T T i i T,• -.T Q :��SQ e. N2-14 x 1 1/4' SD_ Screw 1 v 1 Fastener Spacing a Ridge Purlin End Laps W J Eave Strut, E Base Angle _ cn •� Z UV J J > CL T T 1 �.„i CcZ O O H '12-I4 x 11/4' SDScrew-Q Oj \� LL Fastener Spacin! a Intermediate Purlins 6 Girts Q 0 Cm L 0 Z J W < W v F- ¢Wt. It U� m sm U dg sDs. aU itltCh Laps) h2-14 x 1 1/4' (to Strw -14 x 1/8' Screw (6 WALL ELEVATION rut R PANEL PROPERTIES OSE Py Design Weight Thickness (P.SF.) TOP IN COMPRESSION BOTTOM IN COMPRE5510 Ix 5x Ix 5x 26 50 ksl .0115 0.96 0.0430 00388 0.0404 0.0489 24 50 ksi .0225 1.16 00609 0.0585 0.0568 - 0.0650 WALL PANELS Roof/Wall 14 x 1 1/4' SD. Screw 8' Ribbon Mastic 7f only) A END LAP DETAIL 012-14 x 1 1/4' 3' W/ 5D. Screw 5• wio tier Gutter Roof Pane i Inside Closure��l'x 1/8' Ribbon Mastic e Top and Bottom Eave Strut EAVE DETAIL 4 X 1/6' stitch Screw I'x 1/8' Ribbon Mastic - T (Roof only) I RoofNlall Panels SIDE LAP DETAIL 4' 8' 4' 8' 4• T T T i i T,• -.T Q :��SQ e. N2-14 x 1 1/4' SD_ Screw 1 v 1 Fastener Spacing a Ridge Purlin End Laps W J Eave Strut, E Base Angle _ cn •� Z UV J J > CL T T 1 �.„i CcZ O O H '12-I4 x 11/4' SDScrew-Q Oj \� LL Fastener Spacin! a Intermediate Purlins 6 Girts Q 0 Cm L 0 Z J W < W v F- ¢Wt. It U� m sm U dg sDs. aU itltCh Laps) h2-14 x 1 1/4' (to Strw -14 x 1/8' Screw (6 WALL ELEVATION rut GF-; COPS. SAF -Il WITHIN 3 Cr STIFFENER 5{v - GBG -4 Fig � 1/4' 3 16 3 i6 3 16 1 4 316 1 4 7 4 > 1 4 _M16 1 1 4 5 16 - - 0.25 (1/-1 4 TYP. PARTIAL � � t= 0.37 3 8 5/16 0.500 7172 5 16 WEB STIFFENER - (SEE PAGE 9.10) - - _ -GF-FEND TO S r L/2 �_t Sr S; GF -I STIFF. 1/2' GF -2 .STIFF. = I/2' GF -I FIG G 1/', S S{ _ i1 Web t Sw_1 or LL STIFFENNER 5{ F L/2 - GBG -6 STIFF. � 1/2' GF -I -ROT 3/I6 i a FLUSH CONDITION (SEE DETAIL 6) g f� - OF CONNECTION Sr 8'I II 31 1/4 GF -1 - GF -1 LOPS. SAF -I) WITHIN �i S I Sw GF -1 Sr Sf 5{ GF -I . f C 1 "� r GF -I 5{ TYP_ FULL WEB TTP. PARTIAL Stiffener t { 6' OF CONNECTION MIN Sr 6" - GF_1 f f L/2L/2 - u —� 3 - - WEB STIFFENER <0.25 (t/4) 3/16 I g f 1 GBC-6 SAB -2 FLG. S x. „ Stiffener t f (SEE DET. 4) 0.375 3/8) 1 4 GBG -4 Flg I/4' TYP. PARTIAL WEB STIFFENER I/2�tG1 x a 0.375 (3/8) 1/4 E GF -I Sf S{ 0.500 (1/2) 5/16 — ---- - � --- 0.500 7 2 5/16 5 - V (SEE DETAIL 4) 5AB-1 � WELD START c z LdJELD/N�s ENCs/NEER/NCs STANDARDS , a - ..� rW---r7- T. -.-•.-.. r — _ WW GF -I LOPS. SAF -I) GF -1 -Fig 6 1/4' S; GF -I (OPS. SAF -I) WITHIN FLG. t G IR oR.END TYP. ° i a U a = WITHIN 3' OF Sf 3' STIFFENER GF -1 (OPS. SAF -I) WITHIN 3' EA. SIDE OF WE8 SPLICE 5 6' 5 GF -1 STIFF. I/2' GBG -2 6' OF CONNECTION MIN S{ 6' GSC -3 WEB wt. 5; GF -2 STIFF. * 1/2' GF I/4 G. t G 3/8 S G5G-6 STIFF. nl/2' NOTE: THINNER PLATE S f NOTE: THINNER PLATE GBC-I WEB t G 3/16 SAF -1 L[JEH ST/FFr=NEf2 PL CTE ,j{ y GOVERNS WELD SIZE. F2/DCsE DETA/L GOVERNS WELD SIZE. .180 GBP -1 _ (V1 f-JLSUNGH pBT.4 /L - R FTER PLATE f 5{ PLATE t Sf WE G -I35 !e) (e) z l- \ 3/16 <0.25 (1/4) 3/16 5 Stiffener t f Q ... yy W 0.25 1 4 1 4 0.25 1 4 7 4 SAP_1 50.25 (1 4) —3/16 -J 0.375 3 8 5 16 0.375 3 8 5 t 6 0.375 3 8 1 4 j TYP. PARTIAL WEB STIFFENER 0.500 t 2 Web 5/16 GSG-4 Flg 1/4' 0.500 1 2 S 16 5AB-I 0.500 1 2 5 16 > tR *0.500 1 2 3 8 (SEE PAGE 13-10) *=EXCLUDES WEB GF -1 FIG G 1/4' S - - FLG.t G1/2 J `J _� 5f 5A5-2 FLG. Sf FLUSH- CONDITION (SEE DETAIL 6) I/2 t L 1 S F-1 5r Sf GF -I FLG. GI/4' GF -1 (OPS. SAF -I) WITHIN GF -1 S; tr GBC-4 FLG. � 1/4' 6' OF CONNECTION MIN S{ FLANGr6 SPLICE DETA/L - U FLUSH CONDITION GF 1 5f TTP. PARTIAL _ - (SEE DETAIL 6) GBC-4 Flg 1/4' WEB STIFFENER - - GF -I (OPS. SAF -I) WITHIN GF -I FI 41/4, S (SEE DETAIL 4) _I S{ 6' 6' OF CONNECTION MIN _ g 5f 5 -GF-1 FIG I/4' GF -I (OPS. SAF-I)WITHIN 6 - 6' OF CONNECTION MIN S; 6' - GF -t (OPS. SAF -U WITHIN GF -I S 6' OF CONNECTION MIN Sf 6' GSC -4 FLG. z, 1/4' Sr Flange to web Flange t Fillet size 'S' < 1 2< 3 4> 3 4 Web 7 < 1 4 3 16 3 i6 3 16 1 4 316 1 4 7 4 > 1 4 _M16 1 1 4 5 16 GF -1 i r 1112' - w 2 O GF_I O Q m i 1/2' t-1 O 4 P,tS,RT/AL � m y HAUNCH pETA/L-COLUMN S1�L/GE DETA/L-RAFTER 11JEB STI;`FENER FLANCFE BRACE CL/P ° ryry�� 0 1 y� tlJEL D/NC's EN�s JNEER/NCs STAND 4;;L'= a 6L/ELp/N�s ENCr/NEER/NCs ST4NDcLRDS WELD/NOs ENCS/NHER/N�z .4 F=) C[/�LD/NCr ENGr/NE ER/NCs ST4ND4QDS co Z . GBC-4 IV - FLAP -ED F -I No G 1/4' - tf BG -4 Fig 1/4' - - - d - TORCH SLOT I5 MADE D NOTE: THINNER PLATE FOR FIT -UP PURPOSE IN m 0 GOVERNS WELD SIZE. Sf TYP. FULL WEB STIFFENER GF -1 PLATE f S GF 1 Sf TTH PREPARED FOR ae 1 1 (SEE DETAIL 4) '^ J awN 1 5 WELDING AT FINISH WELD W U�� GF -1 TYP 3A <0.25 (1/4) 3 16 f 0.375 3 8 1 4 5f STATION ACCORDING TO Om 3/16 GBG -5. SLOT IS SHOWtI OWN i 3/16_I ROT Jm END POST GAP PLATE 0.500 1 2 5 16 GF -i S b• (� 6a DUE TO BEND. g� BUTT PL. GBG -6 GSC -6 - - - -a CsBG-5 Q 50 tf tr ,. 3/8' MAX m $�� NOTE: THINNER PLATE offo h'' do13 UMN CAGOVERNS WELD SIZE. SEE DET. 3 P/PE COLP D�'TA/L BOLTING PL. FLUSH BUTT PLATE OR FLANrsE - R4FTER COVE: THINNER PLATE PLATE f S{ PLATE t Sf 3/16 *=EXCLUDES WEB C7 1 4 5 16 5 16 a12 3 8 UNDERHUNCs GRANS HRAGKET ERNS WELD SIZE. <0.25 (1/4) 3/16 *=EXCLUDES WEB C7 GARB/ER B U11 BEAM OUTSIDE HEND 0 - - 0.25 (1/-1 4 TYP. PARTIAL � � t= 0.37 3 8 5/16 0.500 7172 5 16 WEB STIFFENER - (SEE PAGE 9.10) - - m tl GBC-b i1 Web t Sw_1 f L/2 f L/2 - GBG -5 60-. GF -I -ROT 3/I6 i a < 1/4 3/16 GF -I WITHIN 8' S{ 8'� - OF CONNECTION Sr 8'I II 31 1/4 GF -1 - �i S I Sw GF -1 Sr Sf 5{ GF -I . SEE DET. 3 GBC-4 GBC-4 FLG. 1/4' GF -I 5{ TYP_ FULL WEB 5f `9 STIFFENER - 5{ I Sf GF -I FLG. G I/4' 5{ (SEE DETAIL 4) -}--- GF-I�- S - - P/PE COLUMN HAS. DETA/L - 1 GBC-6 „ Stiffener t f <0.25 (1/4) T/16 GRAN= 8F2AGKET DETA/L HAMMER HEAD RAFTER /NS/DE BEND 0.375 (3/8) 1/4 845= D�T4/L LIJ=LD!NCr ENG-lNcErc/NCs ST,4ND.4r2DS - 0.500 (1/2) 5/16 — ---- - � --- a�a - V - s - CUELD/NCs 67VCr/NEER/NCs STANDARDS � U/m_ /NGF - — --� --- ENCa/NEER/NCs STANDARDS LdJELD/N�s ENCs/NEER/NCs STANDARDS , a - ..� rW---r7- T. -.-•.-.. r — LAP LAP 4' 4, LAP LAP �--. - m .. 'RA -I' RAKE ANGLE J I tR' I IR' 'RA -I' RAKE PURLIN $ ANGLE W/ (1) PURLIN a "12-14 x 1114' s EACH PURLIN e x UNUSED HOLE 1 MAIN FRAME -J3 ° PURLIN a 0 PURLIN (2) IR'o MB.'s W/ .• • RAFTER e ° I WASs OVER- fl _ 517 -ED HOLE a (4) 112'4, MB.'s dI �(2)1/2'0 Ms.'s (2)'12-I4 x 1 1/4' SELF- (2)1/2'0 MB.'s(Z) 11J'M2-Id x I 1/4` SELF- IR'm MB.'s W/ (2) *1244 x 1 I/4' SELF- i 1` ` 1 1 DRILLING SCREWS I I DRILLING: SCREWS WASHER AT SIZED HOLE 1 DRILLING SCREWS 1 `•. p n x 1 ff l x � MAIN FRAME 'FB- 'FLANGE BRACE MAIN 'FB- 'FLANGE BRACE.' END -FRAME 'FB- ' FLANGE BRACE 1 ' EAVE STRUT SPLICE EAVE STRUT RAFTER f2 x 2 x 16 Ga. AngJ RAFTER (2 x 2 x 16 Ga. AngJAME RAFTER (2 x 2 x Ib Ga, AngJ 'ZEE' RAKE BEAM CLOSURE 'TR -35' (OPTIONAL) (n !!!� W/ (1) 1/2-0 M.B. 9 FRAME W/ (1)1/2'0 MB. s FR W/ (U IR'm MB. s FRAME J NOTE: SEE ROOF FRAMING PLAN NOTE: SEE ROOF FRAMING PLAN NOTE: SEE ROOF FRAMING PLAN DOUBLE 'GEE' OR OR GRO55 SECTION FOR FLANGE OR CROSS SECTION FOR FLANGE OR CROSS SECTION FOR FLANGE BUILT-UP RAKE w BRACE LOCATIONS BRACE LOCATIONS BRACE LOCATIONS BEAM NOTE: BUILDINGS W/O WALL PANELS, NOTE: BUILDINGS W/O WALL PANELS, J RAKE ANGLE ATTACHES TO BOTTOM OF PURLINS W/ LONG LEG VERTICAL RAKE ANGLE ATTACHES TO BOTTOM OF Q PURLINS W/ LONG LEG VERTICAL Q 1 CONTINUOUS f�U,2L /NS 2 S/I`�t�LE 51�,4N PU,@L /NS 3 END FR�W`'9E f�UF2L /NS .4 PLI12L /N / IF'.4KE BE.4I`? � E.4 vim' ST,@UT W O CONN. 8 tR' s BY A55 GI TS 8 in, s BYPASS GIRTS U U Z 0' FLUSW nIQTs 0.sFUSHGI TS F ENDPOST FRAME COLUMN—,` pp OR ENDPOST O ROOF PANELS PURLINS FRAME COLUMN 'FB- ' FLANGE BRACE FRAME COLUMN TB- 'FLANGE BRACE Q OR END POST lZ x 2 x 16 Ga. AngJ OR END POST (2 x 2 x 16 Ga. Ang.) 1/44- RAMSET I/d'm RdMSET - e W/ llJ IR'm Kao FRAME - W/ !1) 1/<'m MB. s FRAME o NOT BY 'CBG' NOT BY 'CBC' m C L I (2) M2 -I4 x 1 I/4' SELF- 'AC -I' CLIP W/ I ' (2)'12-14 x I 1/4' SELF- BASE ANGLE - B ANG BASE ANGLE DRILLING SCREWS (4) IR'm MB's DRILLING SCREWS CIF REO'D) RE 1 GIRT a a V1 AS ANGLE I x x 16 Ga. Ang.) 111-14 'AC -1' CLIP W/ i IR' IR' i (2) ANCHOR BOLTS NOT (4) ANCHOR BOLTS J x 1 f/4' SELF -DRILLING (6) IR'0 MB.'s BY 'CBC' NOT BY 'GBG' SCREW AT EACH PURLIN L LAP NOTE: SEE WALL FRAMING PLAN NOTE: SEE WALL FRAMING°LAN NOTE: DESIGN OF ANCHORAGEJ NOTE: DESIGN Or ANCHORAGE < i OR GROSS SECTION FOR FLANGE - - `..OR GROSS SECTION FOR FLANGE - IS NOT BY 'CBG' - 15 NOT B7 'CBG' W < 11 BRACE LOCATIONS BRACE LOCATIONS U NOTE: SEE ANCHOR BOLT PLAN NOTE, SEE ANCHOR BOLT PLAN 4 - - - FOR DIAMETER, GAGE, AND LOCATION OF ANCHOR BOLTS FOR DIAMETER, GAGE, AND LOCATION - - OF ANG14OR BOLTS S4�i { ro .ANCsLE DET.4/L 7 $l1`7�'LE SF'.GN Gr/RTS 8 CONTINUOUS �slr�.TS ' �2� BOLT £3�.S� DBT.4/L JP l4> 60LT B.4Sc` 06'2.4/L W gm� Y 4' 3/8'0 E.P.S. GABLE 4' i'-6' 4' 3/8'0 E.H.S. GABLE4• 0 8 U a (ASTM A415) (AS 415) - - - COLUMN/RAFTER - COLUMN/RAFTER - '5R-2' BRACE GRIP (TYPJ6' TURNBUCKLE ASSEMBLY 'BR -3' BRACE EYE 'AC -1' BRACE GABLE IE 'AC -l' BRACE CABLE fey - 'BR -2' BRACE GRIP - LIGHT GAGE TO L(Csl-{T GAGE - - ' , - TYPICAL BOTH ENDS 3/4'4, STL BRACE - _ _ -Ce ROD (ASTM A36) Al a - - - 0 3/8'EXTRA HIGH - - T 4' 3/8'0 EI4.5. CABLE 4- g• STRENGTH CABLE (ASTM A415) J o (ASTM A415) 'BR -2' BRACE GRIP (TYP.) - '5R-4' 3/4'0 EYEBOLT ASSEMBLY - - -. - 'AC -1' BRACE GABLE B (W/ NUT AND WASHER) COLUMN/RAFTER 'BR -5' BEVELED " - - -- COLUMN/RAFTER 'BR -1' 3/4'0 COUPLER LIGHT GAGE TO STRUCTURAL WASHER - NUT (IF REQ'D) `BR -5' BEVELED WASHER 'BR -5' BEVELED WASHER 4' 3/8'0 E.14.6. 3/4'4, EYEBOLT 6' MIN'THREAD Q A4 SBLE(ASBR-4' ASSEMBLY (W/ NUT AND WASHER) (TYP.) q� _. - - BR -2' BRACE GRIP (TYPJ 'BR -4' 3/4'0 EYEBOLT ASSEMBLY " 3/4.0 NUT AND WASHER (TYP.) u 'BR -3' BRACE EYE (W/ NUT AND WA5HER) p 'BR -5' BEVELED STRUCTURAL TO STRUCTURAL WASHER !/ 8,2.4CE' C,d.BLE ,a.SSEMBLY /2 CABLE Br?,4G'NCr'` 71 I C�? w ROOF PURL IN N NJ 6 ROOF PURLIN 'ZEE' RAKE BEAM g � 2'0 MB.'s EAVE STRUT#*ZEE' ROOF PURLIN 'AG-8' CLIP W! (4)— _ 12'0 M.B.'s - OMIT — . -- . _ GLIP AT DOUBLE _ — —'— —'SIDEWALL GIRT END POST17 eTY/P.))I/4' Z 12m MB. a ZEE' RAKE BEAM t 'AC-8' GLfP W/ (4) CAP tE W/ { DOUBLE 'GEE' OR (4) 12'0 MB's BUILT-UP RAKE BEAM 4t!a'W = W RAKE BEAM 12'0 MB's -OMIT ; - I� j CLIP AT DOUBLE A (n SINGLE 'CE END F �-DOUBLE 'GEE' END SINCsLE 'GEE' END I ELJD POST ENDWALL GIRT POST W/ l2) 1/2'0 M.B.'s { POST W! (4)1/2-0 MB.'s POST W/ (2) 1/2'0 MB., DOUBLE 'CEE' OR 'WA- 'GIRT BRIDGE IU! =) (OPEN SIDE FACING BUILT-UP BUILT-UP CORNER (2) 1/8'0 POP RIVETS AT Q 'GEE' CORNER POST CORNEA END POST POST EACH END FIELD COPE AS REQUIRED Lc DOIUBLE 'GEE' END 0 I PORT W/ (4)1/2-0 MB's � V N W w Q J 1 CORNER f�OST/R,4KE B!`9 2 SND r�'OST/F�'.4KE BE4J`'f 3 C�NTEF2 f=OS7"/A;Z,4K,E 431`9 .4 zN1=1 f�OST/R,4Kz BE.41`9 Cz/,2T / CORN��' POST F cr O 'GEE' CORNER POST U m pZp SINGLE OR DOUBLE U 0 Q Ipp 'GEE' END POST SAVE STRUT 2)1/2'0 M.B.'s O 1 II I I db 12 I LU ALL GIRT (TYP-) DOUBLE 'GEE' END POST ° SIDEWALL (2)'AC-1' CLIPS W BLDG LINE I W! (2) t2.0 MB's 'AC-25i! CLIP W/ (2) 'AG-P CLIPS Wl-\ I (8) 12'0 MB's - (6) 12'0 MB's ENDWALL ---- V BLDG LINE 11:' 't O O e, o Z DOUBLE 'GEE' OR of I(2) (2) 'AC-I' CLIPS (2) 3/4'0 ANCHOR BOLTS 3/4'0 ANCHOR BOLTS NOT BY 'GBG' )14 BUILT-UP RAKE.BEAM W/ (2)12'0 M.B.'s NOT BY 'GBG''GEE'CORNER Ar-- 1' CLIP W/ ENDWALL GIRT m NOTE: DESIGN OF ANCHORAGE POST (4) 124, M.B.'s (TYP.) J a 'GBG' NOTE: DESIGN OF ANCHORAGE 15 NOT BY 15 NOT BY 'GBG' 'GEE' CORNER POST W 6N NOTE: SEE ANCHOR BOLT PLAN NOTE: SEE ANCHOR BOLT PLAN w FOR GAGE AND LOCATION OF ANCHOR BOLTS FOR GAGE AND LOCATION OF ANCHOR BOLTS - rU'� Y M 6 CORNER i�OST ,BASE '7 �'ND POST F3,4SE 8 Csl12T / G012NEF2 1=OST 9 CORNE,Q i�OST/i22,4KE BM JPJ Gr/�T /DBL END i�OST LL S � c; SANDWICH WE ROOF PURLM EAVE STRUT BETWEEN BOLT PLATES GIRT DOOR JAMB FIELD DRILL (2) 9/1610 HOLES IN EAVE STRUT 'AG-i' CLIP W! 'AC-)'CLIP W! DOOR JAMB (2)1/2 '0 FLAT HEAD (2)1/2'0 FLAT t (2) 12'0 MB'a HEAD M.B.'s m of e e o e a DOOR HEADER - - I .I. _ - - - - 1h• pit' • I 'AC-P CLIP W! DOOR JAMB DOOR JAMB AG-I' CLIP W/ ' a 1/4' BOLT'G PLATES I BUILT-UP t l4) 12 0 MB.'s (2)1/2'# FLAT HEAD W! C4) 12'0 MBa f RAKE BEAM MB's (2)1/2'0 ANCHOR BOLTS { NOT BY 'CBC' SINGLE/DOUBLE 'GEE' NOTE: SEE ANCHOR BOLT PLAN OR BUILT-UP CENTER .FOR GAGE AND LOCATION OF POST ANCHOR BOLTS // DOO@ ✓,41`9B/E,41iE ST12L1T 12 NE.41DE12 /3 D00,2 J4MB / �s/QT /.¢ D00,2 ✓,4M8 B,4SE /� C�NT6'12 1�OST/�.4KE' B1`9 aaaaa M 'CEE' ROOF PURLIN *ZEE' RAKE BEAM 'AC-l' BRACE CABLE RAKE BEAM B EAVE STRUT*IP PLATE W/ (2) 1/2'♦ MB's 'S VER-SIZED FIELD DRILL HOLES SINGLE/DOUBLE RAKE BEAM 'GEE' 'CEE' END POSTOR SINGLE/DOUBLE BUILT-UP END POST FIELD DRILZ BRACE GRIP RAKE BEo e 1tIR'I 'AC-20' CLIP W/ I RACE GRIP BRACE GRIP (2)1/2'o MBsBRACE GRIP DOUBLE 'GEE' OR W BUILT-UP RAKE BEAM 'GEE' CORNER 1/2' NOTE" IF DOUBLE 'CEE' OR ;ti +;'I': BRACE GRIP l2GiR MBfP W/ POSTBUILT-UP END POST, FLIP W/ ;+ `tt. AC-l' BRACE CABLE OVER 'AG-7' CLIP .'s " PLATE W/ (2)1/24, M.5-'s DOUBLE 'CEE' OR SINGLE/DOUBLE 'CEE' END POST WQ U- BUILT-UP CORNER POST Q < J U NOTE: FIELD DRILL CL.EAR4NGE NOTE: FIELD DRILL CLEARANCE NOTE: FIELD DRILL CLEARANCE QN VIEW LOOKING OtiT VIEW LOOKING OUT THRU GIRI's HOLE THRU GIRTS HOLE TWIRL! 51 a:w W L J CS 1 ':Z�B"R.�LIGE/'CF "GORNEf2 2 SND POST -m B,4sz 3 AZA<Z 8ZAI_l / G0)ZZNIZ Z .¢ ,SND FROST � 0,4sm 5 AZ,4 Z B�,�IM/SND }COST 0 Occ V It O m� e UIS BUILT-UP RAKE EAVE STRUT BEAM Q L ----------- ---- 3/4'm STL BRACE p 2 /cf)rf)� V ROD (ASTM A36) Z 1 J 1 1 0 BUILT UP COMER COLUMN �- W a VIEW LOOKING OUT U $ nE) d i 0 m FRAME COLUMN !U 012 14 x 1 I/4' GIRT OR ENDPOST SDS m 3'-0 O.G. z FRAME COLUMN FB- ' FLANGE BRACE OR ENDPOST (2 x 2'x I& Ga. J A"F 'FB- 'FLANGE BRACE ENDWALL l2 x 2 x 16 Ga- Ang-) - - .PA_I. RAKE MAIN FRAME RAFTER d ` t� PURLiN ANGLE (W/ WALL y� W/ 1111/2'm M.S. s FRAME GIRT W/ (IJ i/2'm Mb. FRAME BELOW ONLY) O a (2)'12-14 x I b4' SELF ° l2) 012-14 x I I/4' SELF 1 ---- --- - -- i 1 DRILLING SCREWS �I DRILLING SCREWS Q1 (2) {/z'm MB's W/ RA -1• RAKE ANGLE LEAN-TO I PURLIN EAVE STRUT p ✓• Z WASHER AT OVER- ( 4' 5DS (AGH I E o e/ SIZED HOLE PURLIN lj o o 0 0 1 o GIRT I I FRAME pl omlo Io 'AC- ' CLIP-/ -- W/ (2) 1/2'0 mm'sN COLUMN W _ GIRT - LEAN-TO r ' (2') 'ACA' CLIP5 W/ 'WA -08' GIRT BRIDGE 'AC -i' CLIP W/ RAFTER EAVE STRUT SPLICE 'AC -13' SAVE STRUT v (6) 1/14, MB.'s W/()012-14 ,, 11/4' SDS'a (4) 1/2'0 MB's - PllRLIN CL05URE 'TR -35' SPLICE PLATE W/ (8) •,, FIELD COPE AS REQUIRED_ 10 Ga. CLOSURE 1/d' BOLTING PLATE (OPTIONAL) tlYo HSB.'s Q RAKE BEAM PLATE (W/ WALL W/ l4) IRm 'H.SB's E- J (TYP.) BELOW ONLY) W ((t `Y NOTE: SEE WALL FRAMING PLAN NOTE: SEE WALL FRAMING PLAN OR GROSS SECTION FOR FLANGE OR CROSS SECTION FOR FLANGE Q BRACE LOCATIONS BRACE LOCATIONS w tIl ` W W o / INSBT rs/RTS 2 lNS�T c,- /;;z / GORNBR 3 WOOF H�1lCsHT GH�NCr� .4 L�',4N-TO ... Z,4 YE STRUT at-L/C� P=L '14 OL FIELD DRILL (2) - 9/t6'0 HOLES GIRT (2) 1/83'0 POP RIVEITS (TYPJ GIRT x 1/8' STITCH SCREW ® 1'-0 O.C. h4 x 1/8' STITCH - SCREW o 1'-0 O.G, m w rF VENT BASE VENT BASE U p I' x 1/8' RIBBON --�//'--�� I' x 1/8' RIBBON-_'"_ _ MASTIC MASTIC +�r' `•� �,{. 3/8'0 EXTRA HIGH ROOF PANEL) ROOF PANEL- Q STRENGTH GABLE \�0 'AC4 CLIP W/ p r 10'-0 LONG CONTINUOUS 'A' SE ON 'A' (ASTM A415) CE (4) 1/2'0 MB's (TYP•) i f COPED LE Q _W O R 13 SECTION RIDGE VENT (W/ DAMPER AND END SKIRTS) 20'0 STATIONARY VENT (W/ DAMPER) o d M LiJ C IF, 9' THROAT - L 'BR -2' BRACE > . L A 1• 7HROA co1 GRIP T T WA- "WINDOW t 12' V . .. It.';?�.. `�::; �.. J • fi { R ANGLE (TYP) !Z x 2 x 16 Ga.) `_ ® I I fl4 x 1/8' S, 1 SCREW s P-0 1 0 '_ 1 SCREWS' ST0 OC Z Q (2) 3/4'0 ANCHOR BOLTS B 'CEE' DDOR - BC• JAMB ' OUTSIDE CLOSURE �� OUTSIDE CLOSURE - •_I NOT BY 'CBG' BASE .ANGLE I' x 1/8' RIBBON ' 'A' N x/ RIBBON +® 'A' m I MASTIC ( ------- MASTIC------ ( - Ja NOTE: DESIGN OF ANCHORAGE 1 1 W 15 NOT BY 'GBG' NOTE: SEE ANCHOR BOLT PLAN FOR GAGE AND LOCATION OF ROOF PANEL ROOF PANEL U 6Wg `.: ANCHOR BOLTS 3•_5• FIELD LOCATE RIDGE PURLM IDGE S RIDGE PllRLIN IDGE t a f 1 3�j E3 7 GU.4LK DOOR O}��N/NCS B UJ/NDOU./ FR4M/N�s CONT/NUOLS r?IDCFE 1/�NT /P 2d7) "0 ST,4T/ON.cti,2Y Y�NT $. V dg B GIRT (TY; G 3' (2)1/24, MB.'s FIELD GIRT s 1'-4' A DRILL (2) 9/16'0 HOLES ELEVATION I GIRT s 1'-4 - - - - ' 2• 2- -14 x 1/8' STITCH 4"; WALL PANEL ELEVATION SCREW I' x 1/5' RIBBON �( I I _ I I PURLIN ROOF PANEL MASTIC ROOF PA ------ _ - .. - -- HEADER i / i I' x I/8' RIBBON�'� w <o TRIM 'T I I / 'ZEE' I 'ZEE' BRACKET I (INCLUDED W/ ROOF TRANSLUCENT MASTIC j PANEL I I DOOR FRAME DOOR PACKAGE) HEADER DOOR FRAME PANELS -/ TRANSLUCENT-// m I _/• I - PACKAGE TRIM 'TR -8' HEADER PURLIN - / I f SECTfON 'A' SECTION 'B' 1-/./- I DETAIL 'A' DETAIL 'G' — - -- - — -- D I I WALL WALL o - \ j - _ - INTER'1EDIATE GIRT -12-14 x 1 1/4' I (IF REO'D) FIELD CUT SDS - - 4' 2' - - MIN-) - - PANEL j I DOOR FRAME -- 1 • JAMB ----_ 1' x 1/8" RIBBON e �—MASTIC f i A TRANSLUCENT ------ ------ PANEL NOTES: I - - SEE FLASHING - I. ALL DETAILS TYPICAL ROOF PANEL - DOORFRAME C FOR WALLS, EXCEPT NO - - (2) ANCHORS - STANDARDS FOR JAMB RIBBON MASTIC REO'D NOT BY 'CBC' TRIM DETAILS (2) 1/8'41 POP RIVETS - PURLIN 2. SEE 'FASTENER - FINISH B = -_ = PLACEMENT SHEET' OPENING DETAIL '8` DETAIL 'D' — o Z14 — 11 -- SECTION 'G' Ff-T- xzB'YEFc'S/,8L8 UJ,4LlCD0012 ,4ND rR4/`7= 12 TR61N�aLUG$NT PL1N�L aaaaa� ' S -1LPZ�E e 'ROLL -FORMED SURE W/ +14 x 1/8' STI+ENDl ROOF PANEL INSIDE CLOSURE W/ co ROOF PANEL -12-14 x I I/4' SDS SCREW s EACt BOTTOM ENDWALL BUILDING MASTIC TOP i BOTTOM e EACH F'URLIN 25' GUTTER LINE 'TR-tIR i TRAIL' AP + 3'-0' O.C. I (10) 1/8'm POP RIVETS O l CORNER CAP zMASTICROOF PANEM2-14 x 11/4' •12-14 x 1 1/4'LL-- ---I'-0 ROOF PANEL TMASTIC i/8' RIBBON TR-I'RAKE TRiM (HIGH -RIB LOCsUTTERA� TR -49' EAV (I7 GH RtB LOC.) TR -3' EAVE1'x TRIMW TR-49' EAVE ` i x STITCH CLOSURE TCW e 'TR -2' EAVE GUTTER CLOSURE i -14 x l/8' STITCH . SCREW s 3'-0' O.0 d' W 0 1 SCREW a 3'-0 O.C. S SCREW 3TI0 O GOF3JER TRIM J RIDGE PURLIN EAVE STRUT WALL PANEL EAVE STRUT WALL PANEL WALL PANEL • Q W ill\ Z 2 ,Q�KE T�2/!"1 3 �.4V� GrUTTER ' 4 CORNER G,4P / CrUTTEi2 b 1 Z,4y ' 7);Z 1 O 4 U � � WALL PANEL OVERHEAD ENDWALL BUILDING -u-W x 1 V4' SDS DOOR JAMB TRIM DOOR .LINE ROOF PANEL ® EAIGH GIRT (TYPJ m TR-IIR i TR-IIL' FIELD COPE COMER WALL PANEL-,\ ANEL CORNER GAP I - CAP TO CLEAR K PANEL AND RAKE TRIM TR_49'SAVE — —t-12-14 x I i/4'SDS co CLOSURE o 3'-0 O.G. •12-14 x 1 1/4'. SDS 'TR -5' CORNER I DOOR JAMB a W-0 OG. (TYPJ r*TR-35'EAVESTRUT WALL PANEL TRIMSPLICE CLOSUREZ (OPTIONAL)Q TR -e' HEADER TR-3'EAVE BUILDING LME TRIM TRIM CORNER TRIM WALL PANEL. l2) N2-14 x I t/4' SD TR -33' OVERHEAD m s 4'-0 O.G. DOOR HEADER GAP -7 GAPS EAVE STRUT DOORJAMB J (8) 1/810 POP RIVETS 6 NOTE: EXTEND HEADER TRIM 3' - . - PAST FACE OF JAMB gH IL U mm �� TRl1"P 7 Z,4 VE S,=L /GE GLOSUrQE 8 GOF2NEf2 TR 11`I 9 DOOM' N6;4DB2 TR/1`9 /m DOOR J�S.1" If3 TRJM W x' �S V d� - - 014 x 1/8' STITCH - SCREW IN I'-0 O.G. ROOF PANEL' OUT5IDE CLOSURE W/ WALL PANEL MASTIC TOP t BOTTOM - WALL PANEL 'TR -14' WALKDOOR f o JAMB TRIM 'TR -13' HIGH SIDE 1 F WALL PANEL OPTIONAL -14 x 1/8' VE TRIM TR -6' C T SI CLOSURE m •12-14 x 1 1/4' SDS STITCH SCREW s 4'-0 O.G. ------ - - e 4'-0 O.C. 1 1/4' SDS 1. 1 { ACP GIRT (TYPJ tR-I5' WALL -TO- (2)'14 x 1!8' - - ROOF TRtM - STITCH SCREW - - - 'AR.QSL'ESHE�TING "12-14 x 1 I/4' SDS - _ M4 x 1/8' STITCH - s EACH PURLIN ALKDOOR OR (3) 1/8'0 POP RIVETSNIS SCREW a 3'-0 O.C. WINDOW JAMB WALL PANEL TR -105' DOWNSPOUT 'TR -10' DOWNSPOUT — — - — - — - STRAP s 8'-0 O.G. MAX. (3' x 4') HIGH SIDE WALL PANEL BUILDING LINE i' x RIBBON - - - EAVE STRUT MASTIC - .. ROOF PANEL lI LIJaLKDOOR J,4MH TT22/1"1 12 DOUJNSPOUT 13 f -f ICrH S/DE E.�1 V$ Tr?1i"1 14 /N51®E GORN�"2 TJ�l1" 1 16 UJ.aLL - TO -ROOF TRl1" 1 QQ QQQ EAVE STRUT EAVE STRUT EAVE STRUT 8 5/8' 3' Jr. � � V !2) I/2' BOLTING _ . — RAFTER !ZJ 1!2' BOLTING . _ — RAFTER !2I 1R' BOLTI _ — � — • --' RAFTER - x x Ga. 'GEE' - 8 5/8' x 3' x 16 Ga. 'ZEE' RAKE BEAM _ PLATES W/ ( ) --' PLATES W/ l ) - _ PLATES W/ ( ) DOUBLE DOUBLE a x HS.Ba m x H.S.B.'s 0 x NSB.'s CANOPY BEAM CANOPY BEAM 0 ` Z � a - � 9 NESTED EAVE STRUT NESTED EAVE STRUT (FARSIDE) C W J / y - CANOPY BE - - �_-- T U I/4' CsUSSET 10 _ � ' !4) t/z'0 MBa 'AC -IT CLIP W/ CANOPY BEAM CENTERED BUILT-UP OR CS) I/2'm MB.'s W/ 'GEE' GUSSET (3/16 FE) J DOUBLE WASHERS ® GAGE Q UJ I/4' STIFFENER -/1/4' STIFFENER CANOPY BEAM RAFTER BEAM SIDE (8) 1/1'0 MB's W/ PLATE BS. COLUMN PLATE B.S. COLUMN EXTENDED PLATE COLUMN WASHERS s GAGE SIDE Q ky 'GEE' CORNER POST _ 1 �',�,1i�' C.4NOF�Y 2 $.G Yrs' G.4NOF�Y 3 B,4 `Y�' C.GNOF'�Y 4 >='l�s�sYB.4CK G,4NOJz='Y B F�ICr�sYB.�LCK C�1NOF�Y L11 O � m CC Z U o F • INSIDE CLOSURE W/ '14 x 1/8' STITCH INSIDE CLOSURE W/ 014 x 1/8' STITCH INSIDE CLOSURE W/ INSIDE CLOSURE W/ a UU MASTIC TOP t BOTTOM SCREW s EACH END MASTIC TOP t BOTTOM SCREW s EACH END MASTIC TOP t BOTTOM MASTIC TOP i BOTTOM O 8 5/8' x 3' x i6 Ga. 'TR -25' GUTTER 'TR -25' GUTTER Q DOUBLE 'GEE' CANOPY BEAM STRAP s Y-0' O.C. STRAP s 3'-0' O.C. M4 x 1/8' STITCH SCREW s 3'-0' O.C. -14 x 1/8' STITCH SCREW s 3'-0' O.G. 0 ro . a m ROOF PANEL 'TR -3' EAVE ROOF PANEL le ® ROOF PANEL ROOF PANEL TRIMco I 'TR -2' EAVE 'TR -2' EAVE GUTTER GUTTER CANOPY EAVE STRUT •TRIM •EAVE h2 -i4 x i I/4' SDS CANOPY EAVE STRUT Z ,o - 014 x 1/8' 5TIT - s 3'-0 O.C.. - -14 x l/8' STITCFI - I SCREW s 3'-0' - - SCREW s Y-0' O.C. OPT ------ '14 x VS' STITCH CANOPY -14 x 1/8' STITCH ------ Q EAVE STRUT 012-14 x 1 V4' SDS SCREW s 3'-0' O. EAVE STRUT SCREW s 3'-0' O.C. J AG -I' CLIPS W/ l4) ®3'-0 O.G. 'CE£' CANOPY tr1'm FLAT HEAD t !2) 1/2'm EAVE STRUT Mg's 'TR- ' CANOPY •12-14 x 1 1/4'606 SOFFIT 'CANOPY 'TR- ' CANOPY -12-14 x 1 1/4' SDS SOFFIT 'TR- 'CANOPY m TRIM 3/4' s 3'-0 O.G. (TYP.) 3�/4• PANEL TRIM s 3'-0 O.G. (TYPE CANOPY PANEL ` i GAPGAP TRIM. a 114 x 1/8' STITCH •14 x 1/8' STITCH W SCREW of 3'-0 O.G. SCREW s 3'-0 O.G.3- S III! c8 - x 6 C.4NOF�Y STRUT 7 GrUTT$R U//O SO>c>c/T 8 GrUTTER LU/ SO,��/T 9 ,�.41i� TR/M [L/O SOF,/T " 1m ��•V>c' TRl1"1 Ll�/ SOP�IT m g^ EJo S d EAVE TRIM DOUBLE 'GEE' INSIDE CLOSURE W/ (OMITTED FOR CANOPY BEAM EAVE STRUT MASTIC TOP t BOTTOM CLARITY) CANOPY BEAM RAFTER ROOF PANEL ROOF PANEL A 1 1 K.Al> f Q Z - •TR -31' GAP j TRIMEAVE. STRUT WALL PANELrA STRUT TOONG L 0- SIR' m w4 x 1/8' STITCH - SCREW s 3'-0 OL. I 'TR -8' SOFFIT I - - I TRIM IWALL FIELD COPE - - WALL PANEL PANELS SLIT HIGH RIB AS CAULK AS REQUIRED SHOWN AND FLATTENPRIOR TO INSTALLING (6) 1/8'0 POP RIVETS CANOPY BEAM. FIELD - - COLUMN SOFFIT PANELINSTALLED IN FLATS CAULK ASCAULK AS REQUI�D IDE CLOSURE BETWEEN MINOR RIBS - - - °14 x 1/8' STITCH - - _ SCREW s 3'-0 O.G. Il Ct1NOF�Y T�/1`"/ LU/O SOc=IT 12T 0.4MN FAY TrIn./p-1 /3 Z,•Yz Tr2/M 1.4 SO~-F/T T�/M aaaaaa� ROOF PANEL5 'CEE' SECTION 'ZEE" SECTION _ 1/8• 2 /4' 11 4' 21/4'— 8 In' Fy = 55 ksi 16 6416 �`' $e' - 4' 2 I/4' s'in 55 ksi CSA. Sxc = 1.886 IN3 Ae = 0.468 IN2 Sxc = 1.828 IN3' Ae = 0.450 IN2 14 CSA. 14 GA. Sxc = 2.608 IN3 Ae = 0.682 IN2 2 1/4' Fy = Sxc = 2.534 IN 3 Ae = 0.644 IN 12 GA. . 12 GA. Sxc = 3.621 IN Ae = 1.010 IN2 Sxc = 3.119 IN3 As = 1.101 IN2 "ZEE' RAKEBEAM SECTION 'GEE' SECTION 5ln 3 t to 14 GA. 21 z ,u 2 t/4' d' 2 I/4' 81/2 Fy z.55 ksi 16 GA. Sxc = 3.956 IN3 (TOP IN COMP-) Sxc = 3.140 IN (5OTTOM IN COMP.) Ae = 0.668 IN2 Sxc = 1502 IN (TOP IN COMPJ Sxc = 2.681 IN3 (BOTTOM t" COMP-)-) 2 Ae = 0b39 IN 12 GSA. Sxc = 6.051 1N 3 (TOP IN COMP3 Sxc = 5219 IN (BOTTOM IN COMP.) Ae = 1.141 IN 2 , 2 In Fy = 55 ksi .�TRUCTU12,4L i�FZOf��RTI,>'='� ROOF PANEL5 U 12 R PANEL PROPERTIES GAGE Fy Design Weight TOP IN COMPRESSION Thickness (P.5F.) Ix Sx 50TTOM IN COMPRES51ON IX A 5x 26 50 ksi .0115 0.96 OD430 00388 0.0404 0.0489 24 50 kst .0225 1.16 0.0609 00585 0.0568 1 0.0650 ROOF PANEL5 W A L L P A N E L 5 RoofNJall F 14 x 1 1/4' SD. Screw94 x 1/8• f Stltch Screw rx 1/8• Ribbon Mastic T 8' Ribbon Mastic (Roof only) 2f only) - Roof/Wall Panels -51DE LAP DETAIL A END LAP DETAIL 92-14 x 1 I/4'� 3' W/ 5D. Screw Gutter 5• W/O Gutter Roof Panel I ii Inside Closure)I'x 1/8' Rfbbon Mastic is Top and Bottom Eave Strut %1 EAVE DETAIL //''92-14 x 1 1/4' SDS. IN SPACE Cto StructuraU �A�PUPIL 94 x 1/8` Stitch In SPACE iScrew (e Laps) i ! T I 1 B A F'urlln - Eave Strut •12-14 x 1 1/4' Self- 014 x 1/8' Stitch Drilling Screw w/ Screw w/ Sealing Sealing Washer Washer ROOF 4 WALL SECTION Base tP t� 4' 8' 6 4' L B' L 4' 8' 4' � �• T 1 1 1 T T,•,i O e -12-14 x 1 1/4' SD_ Screw l '-' 1 Fastener Spacing a Ridge Purlin, End Laps W Eave Strut, 4 Base An2 le 2 d z §j :2J a] 12 U 12 R PANEL PROPERTIES 'AGE F -V Design Weight Thickness (P.SFJ TOP IN COMPRESSION 1x Sx 50TTOM IN COMPRESSION Ix 5x 26 50 ksi 0115 0.96 0.0430 0.0388 0.0404 0.0489 24 50 ksi .0225 Uro 0.0609 0-0585 0.0568 0.0650 W A L L P A N E L 5 RoofNJall F 14 x 1 1/4' SD. Screw94 x 1/8• f Stltch Screw rx 1/8• Ribbon Mastic T 8' Ribbon Mastic (Roof only) 2f only) - Roof/Wall Panels -51DE LAP DETAIL A END LAP DETAIL 92-14 x 1 I/4'� 3' W/ 5D. Screw Gutter 5• W/O Gutter Roof Panel I ii Inside Closure)I'x 1/8' Rfbbon Mastic is Top and Bottom Eave Strut %1 EAVE DETAIL //''92-14 x 1 1/4' SDS. IN SPACE Cto StructuraU �A�PUPIL 94 x 1/8` Stitch In SPACE iScrew (e Laps) i ! T I 1 B A F'urlln - Eave Strut •12-14 x 1 1/4' Self- 014 x 1/8' Stitch Drilling Screw w/ Screw w/ Sealing Sealing Washer Washer ROOF 4 WALL SECTION Base tP t� 4' 8' 6 4' L B' L 4' 8' 4' � �• T 1 1 1 T T,•,i O e -12-14 x 1 1/4' SD_ Screw l '-' 1 Fastener Spacing a Ridge Purlin, End Laps W Eave Strut, 4 Base An2 le 2 d z §j :2J a] 12 U 12 12 1 Inside Closure F— $ a, S i Sm 1 U d� mr Ur 111r in "I2-14 x 1 1/4' SDS. (to StructuraU �014 x 1/8' Stitch Screw (s Laps) Closure -12-14 x 1 1/4' (to Strut 94 x 1/8' Screw (s WALL ELEVATION rut Z 92-14 x 1 1/4. 5DScrew LL Fastener Spacing a Intermediate Purlins 8 Girts Q G 0 Z ID J m W Inside Closure F— $ a, S i Sm 1 U d� mr Ur 111r in "I2-14 x 1 1/4' SDS. (to StructuraU �014 x 1/8' Stitch Screw (s Laps) Closure -12-14 x 1 1/4' (to Strut 94 x 1/8' Screw (s WALL ELEVATION rut GF -1 (OPS. SAF -1) WITHIN_--- ' 3' OF STIFFENER Sr 3 GSC -4 Fly a 1/4' - 5 GF -I STIFF. e 112' GF -1 Flg --114* S 0 CF -I END TO S f L/2 GF -I S GF -2 .STIFF. = 112' 5r FLU511 CONDITION STIFFENNER 5r f L/2 GBG -6 STIFF. � 1/2' (SEE DETAIL 6) f L/1 ry _ GF I GF -1 tOP5. SAF -1) WITHIN GF -1 F r L/2 TYP. PARTIAL Stiffener f f b' OF CONNECTION MIN 5r 6` vID 5 S*IN -2 FLG. x X. 1 6 WEB STIFFENER <0.25 (1/4) 3/16 _I Sf TYP. PARTIAL t S 1 (SEE DET. 4) 3 3 _ 0.375 3 8) 1/4 GBC-4 Fly -�1/4' WEB STIFFENER- - WELD START c X - W Sr 0.500 1 2 5 16 S (SEE DETAIL 4) SAB -i OREND TTP. GF -1 Sr GF-I•Flg >< 114' S - - GF -i (OPS: SAF -I) WITLG. t 1/2 _ 'V GF -I (OPS. SAF -i) f 3' EA. SIDE OF WEB SP WITHIN 3' OF 5f 3' GF -I (OPS. SAF -I) WITHIN STIFFENER wt S GF -I STIFF. e I/2' b' OF CONNECTION MIN Sr 6` GDC -3 WEB GBC-2 S 1/4 L t G 3/85 5f GF -2 STIFF. = 1/2' GF -I SAF -I Sf GBG -t WEGUEB ST/PPENER PLATE j GBG -b STIFF. � 1/2' NOTE: THINNER PLATE NOTE: THINNER PLATE .150 t GOVERNS WELD SIZE. GOVERNS WELD SIZE. PLATE t Sf PLATE t Sf WEStiffener t f<0.25 (1/4) 3/16 <0.25 (1/4) 3/16 50.25 1 4) 3/16W0.25 1 4 1 4 0.25 1 4 1 4 0-375 3 8 1 4 0.375 3 8 5 16 0.375 3 8 5 16 0.500 1 2 5 0.500 1 2 Web 5 8 0.500 1 2 5 16FTP. PARTIAL WEB GBC-4 Flg I/4' SAB-ISTIFFENER *0.500 1 2 3 8 LG. t I/2(5£E PAGE 9.Im) *=EXCLUDES WEB GF -t Flg 1/4' S B-2 FLG.FLUSH CONDITION t I (SEE DETAIL 6) U S Sr GF -I FLG. X1/4' GF -I (OPS. 5AF-U WITHIN Sr GF I S; b' OF CONNECTION MIN Sr b' - - PLANCsE SPL /GE DETA/L - GBC-4 FLG. 1/4' - GF -I Sf II } S �f}` FLUSH CONDITION _1 Sf TYP. PARTIAL (SEE DETAIL b)U) GBG -4 Fig � 114' WEB STIFFENER (SEE DETAIL 4) ic_/\ rNGF'1 r i/�rz�\ I= Z /C6' r CO NECTI WITHIN 1--S11 Ste{ 6'\ 6' OF CONNECTION MIN Fig I!4' GF-I (OPS. SAF -I) WITHIN 6' OF neWNFGTt[)N MIN G -1 1g 114' S{ 6' OF CONNECTION MIN S b' f _1 5{ Flange to web Flangt fillet size 'S' < 1 2 < 3;41> 3 4 UNt.�cKt-IUNCs GKANH' 6RAGKET V {V �. I -- I IAnn. - 0GF-I F < 1 4 3 16 3 i616 Web t 1 4 3 16 1 4 1 0.375 (3/8) 5/16 > 1 4 3 16 I 4 5 16 PARTIAL m 3 � HAUNCH DETA/L-GOLU7 1N SPL/GE DETAIL -RAFTER t1JES ST/PPENER PLANCsE 8:2,4G6 CL/P � � in o U1ELD/NCr ENCS/NEER/NCs STAND,4RDS % 61JELD/NCs ENGz/NEER/NCs STANDARDS � WELD/NCs EN�s/NEE>?INCs STANDARDS � L[lELD/NCr ENCS/NEER/NCz STANDARDS � � - Z . GBC-4 Sr GF -I Fig 1/4, Sr d D . tf GBC-4 Fig � V4' TORCH SLOT 15 MADE m NOTE: THINNER PLATE FOR FIT -UP PURPOSE IN GOVERNS WELD SIZE. Sr ip -j 2-2 GF -t TYP. FULL WEB STIFFENER � .THE CGD£N. 1T IS S GF_1 PLATE t Sf 5r (SEE DETAIL 4) PREPARED FOR ((� Qm� f <0-25 (1 /4) 3 16 GF -1 Sr v WELDING AT FIN15H WELD W 00m 3116 Sr - STATION ACCORDING TO d 6F-1 TYP 0.375 3 8 1 4 Ow� 3116 i 0.500 1 2 5 16 GF -I b• 65C-5. $LOT IS SHOWN CO- / i 3116 GF -I -ROT END POST CAP PLATE Sf j` FLARED DUE TO BEND. GBG -b U gFZm BUTT PL. GBG -b GBG -5 fig© t f 3/8' MAX. 60' - 0 H tr - r' m Eu„ ao, NOTE: THINNER PLATE SEE DET. 3 GOVERNS WELD SIZE. , •_ •_,-_. ,.._ . _ __ . _ - P/PE COL1.Jl`?N CAP DETA/L BOLTING P.L, PLUSH BUTT PLATE 012 PLANCsE - RAFTER *_ -EXCLUDES WEB PLATE t Sf UNt.�cKt-IUNCs GKANH' 6RAGKET <0.25 (1/4) 3/16 0.25 1 4 1 4 0.375 (3/8) 5/16 NOTE: THINNER PLATE 0.500 1 2 Web 5716 0.25 (1/4) 1/4 TYP. PARTIAL- ARTIAL GOVERNS WELD SIZE. Fw,L r I -'T *_ -EXCLUDES WEB <0.25 (1/4) 3/16 0.25 (1/4) 1/4 TYP. PARTIAL- ARTIAL - 0.375 (.3/8T 37 16 WEB STIFFENER y m t f 0.500 (1/2) -571-6 (SEE PAGE 93JO) GBG -b GBC-5 Web t Sw GF -I L� f L/2 60 ✓ fsF-I-ROT i i < 1/4 3/16 3/16 GF -I WITHIN 8' S 8') 3/8 1/q I ( / / GF I • OF CONNECTION 5{ 8'� Sr - - dw l n Sw GF -1 5� GF -I . SEE DEL 3 w TYP. FULL WEB GBC-4 GBG -4 FLG. 1/4' GF -I Sf STIFFENER t S -r S (SEE DETAIL 4) GF -1 FLG. i4 114' G -I Sf - - GBC-6 - P/PE GOLU`7N BASE DETA/L Stiffener t f _<0.25 (1/4) 3/16 GIiANE BRACKET DETA/L HAI`7/ 1ER HEAD RAP7E'r2 INS/DE BEND 0.375 (3/8) 1/4 BASE DE7A14- 0.500 (1/2) 5/16 CUELD/NGs 6NCz/NEER/NCz STANDARDS [1JELD/NCs ENG-INEER/NG"x STANDAr2DS UJELD/NCs ENCx/NEER/NCr STANDAr�DS UJELO/NCs ENCr/NEER/NCs STANDARDS \Jaaaa`" )A -I(0 5ACs ANC3Lt I'x 1' Iro Ua. 55 KSI. IUALL SUPPORT BEAM d S7Rli1S 55 ksi. l"B FLANGE BRACE 2'x 2' 16 Ga. 55 ksi: �Jj F� .-�� / ,� .�� ,� WA- WINDOW FRAME ANGLE 2'x 2' 16 Ga. 55 ksi. '�'` "� ,f*�i.O t� 3 �. � k 5 k 1001, ly r - to