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HomeMy WebLinkAboutBP-98-244 (597 Forest Road)2 FLANGE BRACING TYPICAL COL. LINE 3 4 2 3 4 5 6 7 O it O 1 t _ EtR � E2 E2 E2 E2 E2 E1L 25R (TYP) Z Z26 (TYP) Z26 (TYP). Z26 (TYP) Z26 (TYP) Z26 (TYP) 25L (TYP) - NN VO ,dJ OSP' FB94 00 \�•. - i O M+ Ch1\,6 y1h \`10 - —+ xm Nx F894 UU UU w32p1 \P R X201 Ro NOTE: CL66 NOT REQUIRED AT PEAK PURLINS OR EAVE STRUTS o %6 O 16 o\P' t 0 tr) M F894 00 t6 « a i CH1X C <_ <_ <_ _< < < i cc FB94 =14 - X00 cmx -63-0 1-6 ' i-6 I , rnm CH2 ® CH2X 3-0 � 00 O�P� X" W �6 3� -a PURLM M+ ,,p 5CH" NN \mob F;,sr\894 _ cw Z26 (TYP) Z FRAMING FOR (2) 12' SQ. ROOF CURBS FIELD LOCATED Z L (TYP) Z26 (TYP) Z26 (TYP) Z26 (TYP) Z26 (TYP) Z26 _ - m m IT m m m a+ EIL E2 E2 E2 E2 E2 E1R �+ I 16-0 16-0 16-0 16-0 ' 16-0 t 16-0 16-0 T �r -CL204 AT ALL PURLINS ' 3 4 - EXCEPT CL203 LOCATION . 1 8 FRAME LINES: -CL203 AT PURUN ROOF FRAMING PLAN LINE(S) 14- 5. 19- 2. 24 0 FROM SIDEWALL 2 AT EVERY FRAME - NOTE- COI. 1-6 ARE NOTE- JAMBS AT 0 k Q RECESSED 6�. ARE RECESSED 6'. 1-0 1-0 3-0 1-0 co co OD co goe 'cZ aI� < o �r < z O a W CIO 3Z < ' < �- d a N < CL n aoo z Nd -CL255 AT EACH EAVE STRUT TO EAVE STRUT CONNECTION J 14-0 6-01-0 14_0 11--4 N 3-5 6-8 .I- 1-0 3 4 5 6 g l CC5A CIC CIC C1C CIC CIA CIA CC38 W6X9 W6X9 ELEVATION NO. 1 AT COL. LINED DRAWN DATE SYSTEMS �+ EASTERN REGION JOB NO. CTM 09 p SYS -17-97 CECO BUILDING TEM S P.O.DRAWER27 ROCKY NORhI CAROLINA 27601 33061-48 CHECKED DATE STRUC um tP T� ' 17 A RobertsonCeeo Company (919) 977-2131 MEMBER 370'2 �' CUSTOMER: SHIP TO: "S' APPROVED DATE WESTSTAR ASSOCIATES INC. WESTSTAR ASSOCIATES M B I V f A �o� 9F6E�Lo \�� Ory AI EAQTII� 9"50'` 1 131 E. WASHINGTON STREET C/O YARMOUTH LANDFILL -97 SCALE COMP.FILE N. ATTLEBORO, MA 02761 FORREST ROAD Ev. N0. SHEET NO. ATTN: PETER WESTCOTT YARMOUTH, MA 02664 0.12500 SIZE 50x114x20 E 20F 13 t V N N jel U N N J N V U j U 6-0 n n N N Z'' U' Z17R Z15 216R ✓Hl- s ' o- 6-0 n = N � Z10L,=54 215 N N v d azsa. < W 0 © ® O 1 R 4-42t ® .00 OSP \axsa x J K J C J K - J J p1l \A CCS C6 Ako 3_72 0 0 — ? > s = x x x x x x s x Al2/BA11 'cZ aI� < o �r < z O a W CIO 3Z < ' < �- d a N < CL n aoo z Nd -CL255 AT EACH EAVE STRUT TO EAVE STRUT CONNECTION J 14-0 6-01-0 14_0 11--4 N 3-5 6-8 .I- 1-0 3 4 5 6 g l CC5A CIC CIC C1C CIC CIA CIA CC38 W6X9 W6X9 ELEVATION NO. 1 AT COL. LINED DRAWN DATE SYSTEMS �+ EASTERN REGION JOB NO. CTM 09 p SYS -17-97 CECO BUILDING TEM S P.O.DRAWER27 ROCKY NORhI CAROLINA 27601 33061-48 CHECKED DATE STRUC um tP T� ' 17 A RobertsonCeeo Company (919) 977-2131 MEMBER 370'2 �' CUSTOMER: SHIP TO: "S' APPROVED DATE WESTSTAR ASSOCIATES INC. WESTSTAR ASSOCIATES M B I V f A �o� 9F6E�Lo \�� Ory AI EAQTII� 9"50'` 1 131 E. WASHINGTON STREET C/O YARMOUTH LANDFILL -97 SCALE COMP.FILE N. ATTLEBORO, MA 02761 FORREST ROAD Ev. N0. SHEET NO. ATTN: PETER WESTCOTT YARMOUTH, MA 02664 0.12500 SIZE 50x114x20 E 20F 13 rn C.4 -CL255 AT EACH EAVE STRUT TO EAVE STRUT CONNECTION1-0 10-0 a 16-0 16-0 1104 • 8-0 ` 12-0 ` ` 12-0 ` ` 12-0 ` 1-0 SEE ASSEMBLY DETAIL DRAWINGS FOR DETAILS OF FIELD LOCATED OPENINGS, LOUVERS 8 6 5 4 3 1 CC38 CIA CIA CIA CIA CIA CIA CC3A THIS BUILDING HAS A SEALED EAVE WITH EAVE GUTTER. ROOF SHEET SIDELAPS ARE TO BE SEALED. W6X9 W6X9 • THESE DIMENSIONS TO 8E DETERMINED IN HELD IT MUST MEET UL90 REQUIREMENTS, SEE ASSEMBLY DETAIL DRAWINGS FOR SPECIFIC INSTRUCTIONS. USE THE SEALED -WALL PROCEDURES TO ERECT THE SIDEWALL AND ENDWALL PANELS. ELEVATION NO. 2 AT COL: LINE A _7T� a� ���p@�� � CLIP TO RAFTER BOTTOM FLANGE DETAIL TYP. AT 2 LOCATIONS AT ENDW. 3 -------------------------- EN;1. GIRT I 12.00 ` C1215R/L ' R.B.F. --'` 400 vy? 5 (!5W"5 L P N N CSL 39l C1212R ANG f A CL212L CL212R x9 CL239R "C2 SRH 4 0 CL239R, 9 01247 Z1 22 Hix_ Z CL247 k 3-14 ' 4-10 [ 21 J ® Z20 ] C Z4 Z24 CL215L LLHIX CL215R CL2t5L 4-11 6-7' 3-0 6-7' 4-11 CL215R 20 Z21 Z20 24 Z4 Z24 _ CL202 202 CL202 CL202 Li 6-0 Z20 + N 1= N N oui _ 6-0 a. 20 —x254\ - Z21 _____— \ o 240.254\ Z4 '0.254 Z24 0.254 a CL202 x x x CL202 Zo� 4 CL202 H H4 H 4-41 3 0.254 N x254 0.234 Y x CL254� v 01202 a Z J 10 J ® J ® J d N 4-10 7 �'� 01.254 3 f -+ 3 C123M x24° --a24a c1246 ®v CL237L IAJ 2 15 CC14 C BAt2/BAll 0' o' m to 3-2 012371 gAl2/BA�� Ct248 0.2a6�� CL237R m ---------- -------- ----------- .r ------------- --------- - - - - - - - - - - - - - -CL200 AT EACH -CL200 AT EACH GIRT TO ENOWALL GIRT TO ENDWALL COL CONNECTION -101, COL.. CONNECTION -CL207 TO BE SELF- 1111 c1-04 2-10 10-0 -1O 3-1' 10-0 3-1 6-8 7 3-4 1-0i NOTE- JAMBS AT ARE -CL207 TO BE SEIf- 3 ' - TAPPED TO GIRTS AT ® TAPPED TO gRTs AT 1-04 10-0 6-8 10-0 1-04 EACH SIDE OF COLUMN RECESSED 6-. (SOW. EACH SIDE OF COLUMN C 93 ONLY.) 1 CC3A CD4AL CD4AR CC5A CC38 CD46L CD46R CC38 W6X9 w10X12 WIOX12 W6X9 w6X9 WlOX12 W10X12 w6X9 ELEVATION NO. 3 AT COL. LINE 1 -97 ELEVATION i i i i"I i i i i 6-0 DATE 09-17-9%El -- CECO BUILDING RobwtsonC4 Compony SCHEDULE OF ACCESSORIES 3- 4 X 7- 2 FRAMED OPENINGS F SHIP TO: WESTSTAR ASSOCIATES APPROVED DATE Z16L Z15 Z15 - Z15 NO. REQD Z15 DESCRIPTION LOCATION 3 12-0 X 3-6 1/2 FRAMED OPENINGS H NOTE- JAMBS AT m ARE 54 3 c1l C41 tj cI 54 x'254 0.254 N Z16L Z15 O Z15 Z75 RECESSED 4'. (STOW. Z15 Z76R azss—_ ¢ w 4-10. 0.254 ' ,yp� Ore' 1 3- 0 X 3- 0 FRAMED OPENINGS A N 1- DH4 0.254 cxv 12 ONLY.) 1� GC8A° J u� F 1 GC8 ® J 1 FRAMED B GC7 ® J ( in a_T I1-0 I �O -7 2 0- 0 X 3 6 /2 RAMEDOOPENNGS BA12/8A11 OD e � � � 0.246 4 14- 0 X 14- 0 FRAMED OPENINGS p J J j j J J 1 10- 0 X 10- 0 FRAMED OPENINGS -CL255 AT EACH EAVE STRUT TO EAVE STRUT CONNECTION1-0 10-0 a 16-0 16-0 1104 • 8-0 ` 12-0 ` ` 12-0 ` ` 12-0 ` 1-0 SEE ASSEMBLY DETAIL DRAWINGS FOR DETAILS OF FIELD LOCATED OPENINGS, LOUVERS 8 6 5 4 3 1 CC38 CIA CIA CIA CIA CIA CIA CC3A THIS BUILDING HAS A SEALED EAVE WITH EAVE GUTTER. ROOF SHEET SIDELAPS ARE TO BE SEALED. W6X9 W6X9 • THESE DIMENSIONS TO 8E DETERMINED IN HELD IT MUST MEET UL90 REQUIREMENTS, SEE ASSEMBLY DETAIL DRAWINGS FOR SPECIFIC INSTRUCTIONS. USE THE SEALED -WALL PROCEDURES TO ERECT THE SIDEWALL AND ENDWALL PANELS. ELEVATION NO. 2 AT COL: LINE A _7T� a� ���p@�� � CLIP TO RAFTER BOTTOM FLANGE DETAIL TYP. AT 2 LOCATIONS AT ENDW. 3 -------------------------- EN;1. GIRT I 12.00 ` C1215R/L ' R.B.F. --'` 400 vy? 5 (!5W"5 L P N N CSL 39l C1212R ANG f A CL212L CL212R x9 CL239R "C2 SRH 4 0 CL239R, 9 01247 Z1 22 Hix_ Z CL247 k 3-14 ' 4-10 [ 21 J ® Z20 ] C Z4 Z24 CL215L LLHIX CL215R CL2t5L 4-11 6-7' 3-0 6-7' 4-11 CL215R 20 Z21 Z20 24 Z4 Z24 _ CL202 202 CL202 CL202 Li 6-0 Z20 + N 1= N N oui _ 6-0 a. 20 —x254\ - Z21 _____— \ o 240.254\ Z4 '0.254 Z24 0.254 a CL202 x x x CL202 Zo� 4 CL202 H H4 H 4-41 3 0.254 N x254 0.234 Y x CL254� v 01202 a Z J 10 J ® J ® J d N 4-10 7 �'� 01.254 3 f -+ 3 C123M x24° --a24a c1246 ®v CL237L IAJ 2 15 CC14 C BAt2/BAll 0' o' m to 3-2 012371 gAl2/BA�� Ct248 0.2a6�� CL237R m ---------- -------- ----------- .r ------------- --------- - - - - - - - - - - - - - -CL200 AT EACH -CL200 AT EACH GIRT TO ENOWALL GIRT TO ENDWALL COL CONNECTION -101, COL.. CONNECTION -CL207 TO BE SELF- 1111 c1-04 2-10 10-0 -1O 3-1' 10-0 3-1 6-8 7 3-4 1-0i NOTE- JAMBS AT ARE -CL207 TO BE SEIf- 3 ' - TAPPED TO GIRTS AT ® TAPPED TO gRTs AT 1-04 10-0 6-8 10-0 1-04 EACH SIDE OF COLUMN RECESSED 6-. (SOW. EACH SIDE OF COLUMN C 93 ONLY.) 1 CC3A CD4AL CD4AR CC5A CC38 CD46L CD46R CC38 W6X9 w10X12 WIOX12 W6X9 w6X9 WlOX12 W10X12 w6X9 ELEVATION NO. 3 AT COL. LINE 1 -97 ELEVATION i i i i"I i i i i 6-0 DATE 09-17-9%El -- CECO BUILDING RobwtsonC4 Compony 3 3- 4 X 7- 2 FRAMED OPENINGS F SHIP TO: WESTSTAR ASSOCIATES APPROVED DATE Z16L Z15 Z15 - Z15 Z15 Z15 Z16R SCALE 0.12500 3 12-0 X 3-6 1/2 FRAMED OPENINGS H 6-0 54 3 c1l C41 tj cI 54 x'254 0.254 N Z16L Z15 O Z15 Z75 Z75 Z15 Z76R azss—_ ¢ w 4-10. 0.254 ' ,yp� Ore' _ H4 \a N VH4 _0.254 N DH4 0.254 cxv ' 7 J GC8A° J u� F 1 GC8 ® J GC8 ® J GC7 ® J to 0- I in a_T \CL246 -7 3-2 _ BA12/8A11 o 0.246 0.2x6 0.246 -CL255 AT EACH EAVE STRUT TO EAVE STRUT CONNECTION1-0 10-0 a 16-0 16-0 1104 • 8-0 ` 12-0 ` ` 12-0 ` ` 12-0 ` 1-0 SEE ASSEMBLY DETAIL DRAWINGS FOR DETAILS OF FIELD LOCATED OPENINGS, LOUVERS 8 6 5 4 3 1 CC38 CIA CIA CIA CIA CIA CIA CC3A THIS BUILDING HAS A SEALED EAVE WITH EAVE GUTTER. ROOF SHEET SIDELAPS ARE TO BE SEALED. W6X9 W6X9 • THESE DIMENSIONS TO 8E DETERMINED IN HELD IT MUST MEET UL90 REQUIREMENTS, SEE ASSEMBLY DETAIL DRAWINGS FOR SPECIFIC INSTRUCTIONS. USE THE SEALED -WALL PROCEDURES TO ERECT THE SIDEWALL AND ENDWALL PANELS. ELEVATION NO. 2 AT COL: LINE A _7T� a� ���p@�� � CLIP TO RAFTER BOTTOM FLANGE DETAIL TYP. AT 2 LOCATIONS AT ENDW. 3 -------------------------- EN;1. GIRT I 12.00 ` C1215R/L ' R.B.F. --'` 400 vy? 5 (!5W"5 L P N N CSL 39l C1212R ANG f A CL212L CL212R x9 CL239R "C2 SRH 4 0 CL239R, 9 01247 Z1 22 Hix_ Z CL247 k 3-14 ' 4-10 [ 21 J ® Z20 ] C Z4 Z24 CL215L LLHIX CL215R CL2t5L 4-11 6-7' 3-0 6-7' 4-11 CL215R 20 Z21 Z20 24 Z4 Z24 _ CL202 202 CL202 CL202 Li 6-0 Z20 + N 1= N N oui _ 6-0 a. 20 —x254\ - Z21 _____— \ o 240.254\ Z4 '0.254 Z24 0.254 a CL202 x x x CL202 Zo� 4 CL202 H H4 H 4-41 3 0.254 N x254 0.234 Y x CL254� v 01202 a Z J 10 J ® J ® J d N 4-10 7 �'� 01.254 3 f -+ 3 C123M x24° --a24a c1246 ®v CL237L IAJ 2 15 CC14 C BAt2/BAll 0' o' m to 3-2 012371 gAl2/BA�� Ct248 0.2a6�� CL237R m ---------- -------- ----------- .r ------------- --------- - - - - - - - - - - - - - -CL200 AT EACH -CL200 AT EACH GIRT TO ENOWALL GIRT TO ENDWALL COL CONNECTION -101, COL.. CONNECTION -CL207 TO BE SELF- 1111 c1-04 2-10 10-0 -1O 3-1' 10-0 3-1 6-8 7 3-4 1-0i NOTE- JAMBS AT ARE -CL207 TO BE SEIf- 3 ' - TAPPED TO GIRTS AT ® TAPPED TO gRTs AT 1-04 10-0 6-8 10-0 1-04 EACH SIDE OF COLUMN RECESSED 6-. (SOW. EACH SIDE OF COLUMN C 93 ONLY.) 1 CC3A CD4AL CD4AR CC5A CC38 CD46L CD46R CC38 W6X9 w10X12 WIOX12 W6X9 w6X9 WlOX12 W10X12 w6X9 ELEVATION NO. 3 AT COL. LINE 1 -97 ELEVATION NO. 4 AT COL. LINE 8 7 E DRAWN CTM DATE 09-17-9%El -- CECO BUILDING RobwtsonC4 Compony 3 3- 4 X 7- 2 FRAMED OPENINGS F SHIP TO: WESTSTAR ASSOCIATES APPROVED DATE 1 6-8 X 3-6 1/2 FRAMED OPENINGS G N. ATTLEBORO, MA 02761 ATTN: PETER WESTCOTT SIZE 50x114x20 FORREST ROAD YARMOUTH, MA 02664 SCALE 0.12500 3 12-0 X 3-6 1/2 FRAMED OPENINGS H 3 10-0 X 4-0 FRAMED OPENINGS 2 6-8 X 4-0 FRAMED OPENINGS 2 1-0 X 1-0 FRAMED OPENINGS IN ROOF K a a to 0- I in a_T -7 m :3w _ -CL255 AT EACH EAVE STRUT TO EAVE STRUT CONNECTION1-0 10-0 a 16-0 16-0 1104 • 8-0 ` 12-0 ` ` 12-0 ` ` 12-0 ` 1-0 SEE ASSEMBLY DETAIL DRAWINGS FOR DETAILS OF FIELD LOCATED OPENINGS, LOUVERS 8 6 5 4 3 1 CC38 CIA CIA CIA CIA CIA CIA CC3A THIS BUILDING HAS A SEALED EAVE WITH EAVE GUTTER. ROOF SHEET SIDELAPS ARE TO BE SEALED. W6X9 W6X9 • THESE DIMENSIONS TO 8E DETERMINED IN HELD IT MUST MEET UL90 REQUIREMENTS, SEE ASSEMBLY DETAIL DRAWINGS FOR SPECIFIC INSTRUCTIONS. USE THE SEALED -WALL PROCEDURES TO ERECT THE SIDEWALL AND ENDWALL PANELS. ELEVATION NO. 2 AT COL: LINE A _7T� a� ���p@�� � CLIP TO RAFTER BOTTOM FLANGE DETAIL TYP. AT 2 LOCATIONS AT ENDW. 3 -------------------------- EN;1. GIRT I 12.00 ` C1215R/L ' R.B.F. --'` 400 vy? 5 (!5W"5 L P N N CSL 39l C1212R ANG f A CL212L CL212R x9 CL239R "C2 SRH 4 0 CL239R, 9 01247 Z1 22 Hix_ Z CL247 k 3-14 ' 4-10 [ 21 J ® Z20 ] C Z4 Z24 CL215L LLHIX CL215R CL2t5L 4-11 6-7' 3-0 6-7' 4-11 CL215R 20 Z21 Z20 24 Z4 Z24 _ CL202 202 CL202 CL202 Li 6-0 Z20 + N 1= N N oui _ 6-0 a. 20 —x254\ - Z21 _____— \ o 240.254\ Z4 '0.254 Z24 0.254 a CL202 x x x CL202 Zo� 4 CL202 H H4 H 4-41 3 0.254 N x254 0.234 Y x CL254� v 01202 a Z J 10 J ® J ® J d N 4-10 7 �'� 01.254 3 f -+ 3 C123M x24° --a24a c1246 ®v CL237L IAJ 2 15 CC14 C BAt2/BAll 0' o' m to 3-2 012371 gAl2/BA�� Ct248 0.2a6�� CL237R m ---------- -------- ----------- .r ------------- --------- - - - - - - - - - - - - - -CL200 AT EACH -CL200 AT EACH GIRT TO ENOWALL GIRT TO ENDWALL COL CONNECTION -101, COL.. CONNECTION -CL207 TO BE SELF- 1111 c1-04 2-10 10-0 -1O 3-1' 10-0 3-1 6-8 7 3-4 1-0i NOTE- JAMBS AT ARE -CL207 TO BE SEIf- 3 ' - TAPPED TO GIRTS AT ® TAPPED TO gRTs AT 1-04 10-0 6-8 10-0 1-04 EACH SIDE OF COLUMN RECESSED 6-. (SOW. EACH SIDE OF COLUMN C 93 ONLY.) 1 CC3A CD4AL CD4AR CC5A CC38 CD46L CD46R CC38 W6X9 w10X12 WIOX12 W6X9 w6X9 WlOX12 W10X12 w6X9 ELEVATION NO. 3 AT COL. LINE 1 -97 ELEVATION NO. 4 AT COL. LINE 8 7 DRAWN CTM DATE 09-17-9%El -- CECO BUILDING RobwtsonC4 Compony EASTERN REGION P.O. DRAWER 2387 SYSTEMS ROCKY MOUNT, NORTH CAROLINA 27801 (919) 977-2131 CHECKED T�I'Z�7A DATE. CUSTOMER: WESTSTAR ASSOCIATES INC. SHIP TO: WESTSTAR ASSOCIATES APPROVED DATE ,WAQT7n) 9-30-Q) 131 E. WASHINGTON STREET C/O YARMOUTH LANDFILL N. ATTLEBORO, MA 02761 ATTN: PETER WESTCOTT SIZE 50x114x20 FORREST ROAD YARMOUTH, MA 02664 SCALE 0.12500 COMP.FILE 33061-48 MEMBER MB REV. NO. SHEET NO. IE 3 cF13 DP24416 1> EG6316 DP33/6 TYP. DOWNSPOUT TF916 REQUIRED AT INTERIOR WAINSCOT PANELS DRAWN DATE ` Mm £ASTERN REpON ACCESSORY FLASHING CTM USE FT1 R4X AT 3'X3' FRAMED OPENING MEMBER USE FT2R4X AT 8 X 3-6 1/2 FRAMED OPENING (FT816X ON INTERIOR) USE FT3R4X AT 6-8 X 3-6 1/2 FRAMED OPENING (FT1116X ON INTERIOR) USE FT4R4X AT 10-0 X 3-6 1/2 FRAMED OPENING (FT1016X ON INTERIOR) USE FT5R4X AT 12-0 X 3-6 1/2 FRAMED OPENING (FT916X ON INTERIOR) USE FT6R4X AT 10-0 X 4-0 FRAMED OPENING USE FT7R4X AT 6-8 X 4-0 FRAMED OPENING USE DT36R4 AT 14-0 X 14-0 FRAMED OPENING USE DT22R4 AT 10-0 X 10-0 FRAMED OPENING USE DT13R4X AT 3-4 X 7-2 FRAMED OPENING DRAWN DATE ` Mm £ASTERN REpON JOB NO. CTM 9-17-97 ® P.DRAWER 2387 �..ceco Building Systems O. �! o Robertson Ceco company ROCKY MOUNT, NC 27802-2J87 33061-48 CHECKED DATE MEMBER TL,�_2� Q� -'"I (919) 977-2131 ENGINEER DATE Jw,nM 9-3o-cn FLASHINGLAYOUT B H SCALE REV. NO. SHEET NO. E4 of 13 0 3 5,0+6 36 5�0• 0 X25 2p X 3 5�p}6 j6 5 X 0.25 5�p` C 3 X 0.25 18 5 894. 2� s 2 Zp X p 1A9 12.00 4.00 C OF• Y168 S�. 82 R1P L 0 co to B SYM ABOUT oaf X x o I RIDGE co X co W a � I W 0 0 N to u N N O i0 p to O. X X X - rz O c0 r1 - f l c O N 1 82 M A u m VERTICAL CLEARANCE AT LEFT HAUNCH = 18-0 VERTICAL CLEARANCE AT PEAK = 25-916 HORIZONTAL CLEARANCE HAUNCH TO PEAK 23-48 I50-0 OUT/OUT STEEL A CLINES 2-7J 9 CROSS SECTION AT FRAME CLINES LINES 2-7 ro+-7C14LY) SPLICE BOLT TABLE PLATE SIZE TABLE CONN, LOW SIDE HIGH SIDE SPLICE QTY SIZE TYPE A 8 X 8" X 11" N/A 10 6 X 0.25 B 4 X 6" X 2-3i z X 6" X 2-243 B 10 a X 21 A325 B N C 8 X 6" X 2-216 N/A C 12 4 X 2" A325 B&N 56 5'i 0 S6 5�� 56 \ 1 1 5"p` fg9q s X p•25 0.1 5 12.00 '?$ 4.00 1 Fg94 OF• �g Sd ya $2 S Fc� P o 1 nM B M O O to L 77 x x o —1 m O x W o � 1 a fO Lu 1 (� 0 N 1 et u•f _ N04 (Q N X x x (0 O — �1 �N N n 82 li I--,- A VERTICAL CLEARANCE AT LEFT HAUNCH = 18-0 m VERTICAL CLEARANCE AT PEAK = 25-9e 118 HORIZONTAL CLEARANCE HAUNCH TO PEAK = 23-48 I50-0 OUT/OUT STEEL CROSS SECTION AT FRAME LINES 2-5 ABOUT IDGE t GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND SPLICE BOLT TABLE PLATE SIZE TABLE CONN. LOW SIDE HIGH SIDE SPLICE OTY SIZE TYPE DRAWN/ A 8 X 8" X 11" N/A tU 6 X 0.25 B '" P.O. DRAWER 2387 CECO BUILDING SYSTEMS ROCKY MOUNT, NORTH CAROLINA 27801 a B 10 2 A325 BdNa CHECKED C 8 X 6" X 2-296 N/A C 12 a X 2" A3: B&N A RobertaonCeco ComDony (919) 977-2731 ABOUT IDGE t GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO LOAD CONDITIONS. VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR. DRAWN/ DATE EASTERN REGION JOB NO. COMPh 09-16-97 14:09:25 '" P.O. DRAWER 2387 CECO BUILDING SYSTEMS ROCKY MOUNT, NORTH CAROLINA 27801 33061-48 CHECKED DATE MEMBERr—_ ` A RobertaonCeco ComDony (919) 977-2731 CUSTOMER: SHIP T0: ` , APPROVED DATE WESTSTAR ASSOCIATES INC. WESTSTAR ASSOCIATES 'AV/'1 B M A .XAA(LT�&I I 9-80-9,) 131 E. WASHINGTON STREET C/O YARMOUTH LANDFILL N. ATTLEBORO, MA 02761 FORREST ROAD SCALE REV. N0. SHEET NO. 0.3794 ATTN: PETER WESTCOTT YARMOUTH, MA 02664 I �G, r(- 13 PS1 PRIMARY FRAME DETAIL CF1 DETAIL AT BY-PASS PURLINS C1255 0 NOT INSTALL BOLTS HERE CORNER COLUMN WITH UNLESS CL203 OR CL204 ARE EFl BY-PASS GIRTS COLUMN AT PEAK 2 LAP BOLTS 1 KEQ,D HIGH SIDE KNEE RAFTER SPLICE REQD AT EACH (3/4" A325 BOLTS) END OF LAP LAP --]— AP LAP PEAK OR/4-EAVE (3/4" A325 BOLTS) 00 0KO" 0 CL268 ALTERNATE FLANGE SIDW. GIF \ BRACE LOCATION (IF REQ'[ NOTE: EAVE STRUT CONNECTIONS • • JA325 ARE WITH 1/� BOLTS I 1(23-2A3075 ®JCNST)S 3'- BAR JOIST OR PURLIN UTILIZE BOTTOM L -HOLE FOR BOLT 1/2" A307 BOLTS- ING UP FLANGE ERECTION PLANS FOR CL255 �'� RIGID FRAME BRACE LOCATION) CORNER CC _ RAFTER ALL BOLTS SHOWN RAFTER SPLICE (3/4" A325 BOLTS) ARE 1/2" A307 BOLTS. 2" A325 BOLTS NOTE: ZEE LAPS MAY VARY 1/2- IN LENGTH AND MAY NOT MULTI-FRAME NECESSARILY BE THE SAME NEE CONNECTION INT. COLUMN ON EACH SIDE OF THE FRAME EAVE STRUT (3/4" A325 BOLTS) (IF REQUIRED) 1/2" A307 BOLTS ANCHOR BOLT, NUT AND GIRT FLANGE BRACE WASHER e FLANGE BRACING TO PURLIN. OR GIRT �BIF REQUIRED NOTE: SEE FRAMING PLAN Y -PASS GIRT SHOWN, RiGID FRAME COLUMN FOR LOCATION OF INTERIOR PS3 CONNECTION DETAILS 1/2- CABLE MAY HAVE INSET GIRTS) COLUMN NEC 1/2" A307 BOLTS ANCHOR WASHER BOLT, NUT AND I'0®0 0 I 6 0 ROD BRACING 1/2" A307 000 - BOLTS 04*0 FLAT CABLE BRACING WASHER NUT SLOPE WASHER BRACE GRIP BOLT TIGHTENING PROCEDURE �9N FOR A-325 BOLTS BOLT FLANGE BRACE I TO BOTTOM, CENTER 1. USE TURN OF NUT METHOD WHEN HARDENED WASHERS HOLE FLANGE BRACE ARE NOT SUPPLIED. 2. IF IMPACT WRENCH IS USED, IT MUST BE CALIBRATED IN ACCORDANCE WITH THE TURN -OF -NUT METHOD OR THE METHOD OF TIGHTENING BEING USED. 3. OVER -TIGHTENING OF THE BOLTS CAN CAUSE SERIOUS DAMAGE AND POSSIBLE FAILURE OF THE BOLT. 4. THE AISC RECOMMENDS CONTINUOUS MONITORING OF THE INSTALLATION PROCESS BY THE INSPECTOR IN LIEU OF AN AFTER -THE -FACT INSPECTION WHEN TURN OF NUT TIGHTENING IS USED. TEMPORARY CONTRUCTION BRACKRG MIT OIP CHART IT IS THE RESPONSIBILITY OF THE ERECTOR TO MAINTAIN STABILITY (POST NOT AT CENTER) 3/4' A325 BOLT 1/2" A325 BOLT OF THE STRUCTURE DURING ALL STAGES OF ERECTION, PARTICULARLY ' WHEN LEFT OVERNIGHT. - BOLT BOLT TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES.OR OTHER GRIP LENGTH GRIP LENGTH ELEMENTS SHALL BE THE TOTAL AND COMPLETE RESPONSIBILITY OF 3/8' - 13/16" 1 3/4' 1/16' - 7/16" 1' THE ERECTOR. THE TEMPORARY SUPPORTS REQUIRED SHALL BE DETER- MINED AND FURNISHED BY THE ERECTOR 7/8" - 1' - 2' 112' - 15/16' 1 1/2- TEMPORARY CONSTRUCTION SUPPORTS MALL BE PROVIDED WHEREVER 1 1/16' - 1 5/16" 1 3/8' - t 9/16" 2 1/4'1 - 1 7/16' 2" 2 1/2' 1 1/2' - 1 15/16' 21,12' NECESSARY TO ACCOMODATE ALL CONSTRUCTION LOADS TO WHICH THE T 5/8' - 2 1/16' 3' STRUCTURE MAY BE SUBJECTED, INCLUDING EOUAPMENT AND THE OPER- 2 1/8" „ 2 9/16" 131/2- 1 I - ATM OF THE SAME SUCH SUPPORTS SHALL BE LEFT IN PLACE AS LONG AS MAY BE REOUIRED FOR SAFETY. —►, BOLT LENGTH - INSTALLING A325 HIGH STRENGTH BOLTSNOTE: @Y TURN -OF NUi ME[L�Qp "FULL THREAD ENGAGEMENT IS DEEMED IF COLUMN IS TO HAVE BEEN MET WHEN THE END OF AS STATED IN 'SPECIFICATIONS FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS" THE BOLT IS FLUSH WITH THE FACE OF THE NUT.' RESEARCH COUNCIL ON RIVETED AND BOLTED STRUCTURAL JOINTS OF TATA DIA. LENGTH-*. NUT ROTATION.. FROM THE ENGINEERING FOUNDATION, FEBRUARY 4, 1976.. ENDORSED BY AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMID BY INDUSTRIAL SNUG TIGHT CONDITION FASTENERS INSTITUTE. 1. ALIGN THE CONNECTION HOLES WITH ENOUGH DRIFT PINS TO 1/2' 1/2" 2 AND SHORTER - OVER 2, NOT OVER IV 1/3 TURN 1/2 TURN MAINTAIN THE DIMENSIONS AND PLUMBNESS OF THE STRUCTURE 3/4' 3' AND SHORTER -1/3 TURN 2. ENOUGH BOLTS SHALL BE BROUGHT TO A 'SNUG TIGHT" CONDITION 3/4" OVER 3, NOT OVER 6' 1/2 TURN TO INSURE THAT THE PARTS OF THE JOINT ARE BROUGHT INTO 7/8' 3 1/2" AND SHORTER 1/3 TURN GOOD CONTACT WITH EACH OTHER. ('SNUG TIGHT' IS DEFINED 7/8' OVER 3 1/2', NOT OVER 7' i/2 TURN • IMPACT WRENCHES, USED. MALL BE OF ADEQUATE AS THE TIGHTNESS ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH.) CAPACITY AND SUFFICIENTLY SUPPLIED WITH AIR TO NUT AND WASHER - 1/2" A32A PERFORM THE REOU IRED TIGHTENING OF EACH BOLT IN 3. BOLTS SHALL BE PLACED IN ANY REMAINING HOLES IN TIME APPROXIMATELY 10 SECONDS. CONNECTION AND BROUGHT TO SNUG TIGHTNESS. .. NUT ROTATION IS RELATIVE TO BOLT REGARDLESS OF 4.. ALL BOLTS IN THE CONNECTION SHALL BE TIGHTENED THE ELEMENT (NUT OR BOLT) BEING TURNED. FOR BOLTS ADDITIONALLY BY THE APPLICABLE AMOUNT OF THE NUT ROTATION INSTALLED BY 1/2 TURN OR LESS, THE TOLERANCE SPECIFIED IN TABLE A WITH TIGHTENING PROGRESSING SYSTEM- SHOULD BE (+) OR (-) 30 DEGREES ATICALLY FROM THE MOST RIGID PART OF THE JOINT TO ITS FREE EDGES. DURING THIS OPERATION THERE SHALL BE NO RO- ... BOLT LENGTH D MEASURED FROM THE UNDERSIDE OF THE TATION OF THE PART NOT TURNED BY THE WRENCH. HEAD TO THE EXTREME END OF THE THREADED PORTION. END FRAME PURLIN FS WITH INSET GIRTS QBEARING END FRAME -INSET GIRTS (POST NOT AT CENTER) RAFTER BEARING FRAME CL247 CL204 ENDWALL CONNECTION PURLIN (IF REQD) IT NOTE: CONN. TO RAFTER AT 1/2" A325 BOLTS FRAME 1 2 DIA WASHE GABLE T / ENDWALL.EQ'D CL202 GIRT TO PURLIN =PURLIN01/2 DIA WASHER CONNECTION CL212 REQUIREENDW. GIRT IF COLUMN IS (IF REQD) 1 /2"A307 ' NOTUNDEROLTS1/2" A325 BOLTS PURLIN1/2" #OBOLTS, A307 OR 1/2 A3CL208 CL215 BOLTS BOLT, CL239 ' CL239ANCHOR /2" A325 N NUT AND WASHER - 1/2" A32A 13 BOLTS BOLTS 1/2" A325 BOLTS CL200 �1/2" A307 T BOLTS DETAIL AT CORNER CF11 FOR BYPASS GIRTS e DETAIL AT PURLIN CL202 DETAIL PURLIN 1/2" A307 BOLTS WEB STIFFEN. CF4 ANTI -ROLL CLIP O PURLIN PURLIN SIDEWALL e ® e GIRT GIRT ENDWALL 1/2" 'Q 307 ® BOLTS ® CL203 ® CL234 CL204 9 (2) 1/2" A307 BOLTS (4) 1/2" A307 BOLTS SIDEWALL GC GC ENDWALL SOME OF THE DETAILS AND SECTIONS SHOWN ON THESE PAGES ARE USED FOR MORE THAN ONE BUILDING CONDITION. EAVE STRUT BOLT PLEASE REFER TO THE "GENERAL CF5 REQUIREMENTS BUILDING CONDITION'S" , LISTED BELOW, FOR INFORMATION ABOUT YOUR BUILDING. "GENERAL BUILDING CONDITIONS" 2, 3 OR 4 - 1/2" A325 BOLTS THIS BUILDING USES COLD -FORMED 2 = 1/2" A325 BOLTS MEMBERS FOR PURLINS. 4 - 1/2" A325 BOLTS WHEN CL273 THIS BUILDING USES A BY-PASS GIRT SYSTEM ® S.W. IS REQUIRED THIS BUILDING USES AN INSET Y SE GIRT SYSTEM ®E.W. THIS BUILDING HAS THERMAL BLOCKS ONLY AT EAVE STRUTS AND PEAK PURLINS. THIS BUILDING HAS SEALED WALLS. 3/16" ROUND MASTIC IS USED TO SEAL THE SHEET SIDELAPS. STITCH SCREWS ARE SPACED 24" 0/C. INSIDE CLOSURES ARE USED AT THE TOP AND BASE OF ALL PANELS. SCREWS AT THE TOP AND BASE ARE SPACED 2 PER FOOT. (1 PER FOOT MSP) SCREWS AT INTERMEDIATE GIRTS ARE SPACED 1 PER FOOT. THIS BUILDING HAS WAINSCOT PANELS. STITCH FASTENERS ARE NOT REQUIRED AT WAINSCOT PANEL SIDELAPS. SCREWS ARE SPACED 1 PER FOOT AT GIRT RUNS, AND ARE LOCATED NEXT TO MAJOR RIBS. DRAWN DATE EASTERN REGION JOB NO. o� MARK ANDRD F CTM 9-17-97 �Ceco Building P.O. DRAWER 2387 Systems 33061-48 o CHRiSTMAN � CHECKED DATE �� o Robertson Ceco tompony ROCKY MOUNT, NC 27802-2387 STRUCTURAL `^ 37072 �� ��7 (919) 977-2131 MEMBER a 9PO���FCISTLtiE°�� s ��oryAL E� ENGINEER DATE CUSTOMER: WESTSTAR ASSOCIATES INC. SHIP TO: WESTSTAR ASSOCIATES M B M A FAQXt4 q-3tj-q1 131 E. WASHINGTON STREET C/O YARMOUTH LANDFILL SCALE N. ATTLEBORO, MA 02761 FORREST ROAD REV. Na SHEET NO. J ATTN: PETER WESTCOTT YARMOUTH, MA 02664 E'7 of 131 SCREW FASTENERS EAVE STRUT 3'-0 ON CENTER EAVE (HIGH OR LOW SIDE) ALONG THE LENGTH FRAMED OPENING DETAILS CHANNEL GIRT STRUT OF THE GIRTS. 6 SCREW FASTENERS 6 SCREW FASTENERS "DOUBLE PER CUP GIRT PER CLIP NESTED GIRTS 6 SCREW FASTENERS PER CLIP 1 DOUBLE 6 SCREW FASTENERS NESTED GIRTS PER CLIP (CL254) ^ CL254 1 I CUP CL254 CL246 O O CLIP 001 1 1 CLIP p O °°° - - O O : 2 MACHINE—, 0 , (2) MACHINE CL254 BOLTS O FASTENERS BOLTS 2 MACHINE , 6 PER CUP SCREW FASTENERS , 0 GRT STRUT I O O O AL�1GaTHEELENGTH BOLTS OF THE GIRTS. ' CONNECTION 2 MACHINE O ; CHANNEL JAMB CHANNEL JAMB (CL254) BOLTS ; CHANNEL JAMB O FRAMED OPENING 00 ° HEADER 00 (2) MACHINE (IF REQUIRED) FASTENERS BOLTS ® CHANNEL JAMB 6 PER CLIP ° TO CHANNEL O JAMB CLIP CONNECTIONS GIRT CONNECTION GIRT ~ CL262 W/(2) SCREW FASNERS PER DOOR JAMB CLIP LEG (LOCATE PER ELEVATION) GIRT 6 SCREW FASTENERS FRAMED OPENING DETAILS " FIN HEAD 7" PER CUP 1/2 CHANNEL (ABOVE FIN. FLOOR) JAMB CARRIAGE BOLT (CL254) (IF REQUIRED) (2 PER CLIP) WALL PANEL +. i 1 I CLIP FASTEN TO GIRT FASTENER I JAMB MAY PREMIUM / NOTE: DO NOT FASTEN WALL PANELS WITH 6 SCREW FASTENERS�'-�' SHOP NOTCHED (TYPICAL) FLASHING CL254 TO ADDED STRUT GIRT ELIMINATE CL254 (OPTIONAL) � CLIP .., (� \—FASTENERaPPER "FASTENERS (6 O O l JAMB TO CLOSURE ON CENTER) _ AND JAMB TO (OPTIONAL AT ' �) GIRT) SEALED WALL) 2 MACHINE : / • BOLTS —0 0 - CHANNEL (MAY BE LOCATED CHANNEL : JAMB 1/2" v ON TOP OF CURB WALL) HEADER HEADER GIRT / JAMB CUP � tsm r l CHANNEL JAMB - 1 /2 �'� ' B C X PREMIUM GIRT JAMB CLIP FLASHING FLASHING . •... (OPTIONAL) ' -, SILT_ HEADER DETAIL (IF REQUIRED) FASTENER WALL 2 ABI v2 PER CUP) PANEL ANCHOR FASTENER PREMIUM _ : `� BOLTS (TYPICAL) FLASHING FLASHING ° (OPTIONAL) CHANNEL o. •.: ,•.. L252X (JAMB) NOTE: -------------------------- ON c BASE CLIP (CL254) CLIP RIVEL DO NOT ATTACH ROOF PANELS CHANNEL (IF REQUIRED) FILLER FLASHING JAMB DETAIL TO THESE MEMBERS WALL JAMB 1/2' CHANNEL FRAMING FOR ALTERNATE DETAIL RIBBED ONLY 3/4" PANEL GIRT GIRT BASE DETAIL TRIM FLASHING FRAMED OPENING (AMB DETAIL WALL PANEL FLASHING (OPTIONAL) MSP SAVE FLASHING PREMIUM STRUT Og WALL PANEL FASTENERS (6" WALL K601-3 FLASHING CLOSURE ON CENTER) 3/4 PANEL I PURLIN FASTENERS (OPTIONAL AT / " TRIM FLASHING SILL RIVET SEALED WALL) (3 PER CLIP) JAMB DETAIL CHANNEL : 7 ------------------ (CL50) -- - FILLER FLASHING CHANNEL MSP SEALED WALL) DETAIL WITH KNEE BRACE CLIP CHANNEL RIBBED ONLY HEADER (OPTIONAL AT CLOSURE ON CENTER) EAVE ----� JAMB FASTENERS (6" STRUT 1/2" 4 SELF -DRILLING SCREWS PER END ' T— FASTENERS PREMIUM - GIRT ®' --- FLASHING Og PREMIUM 5" JAMB DETAIL FLASHING (USE WHEN JAMB SIZE (OPTIONAL) PURLIN EXCEEDS GIRT SIZE) mr 'fls 2" X 2" X 1/8" ANGLE WHEN CALLED FOR ON BUILDING ERECTION PLANS. NOTE: ANGLE BRACE 12" OUTBOARD OF EACH JAMB. FIELD ATTACH WITH 4 SELF -DRILLERS AT EACH END ANGLE BRACE DETAIL AT FRAMED OPENING SEE ERECTION DWGS IF REQUIRED) STRUCT. JAMB DETAIL JAMB DETAILS -LIP) FLASHING HEADER DETAIL (OPTIONAL) WALL PANEL SILL DETAIL I: RISiMp1,, J. MtMRAL CTiH CA Z4i7 . — - EASTERN ORA � = Cern Suild',ng Systems NO. 3 3ufJ i —48 - h %/ DATE ZS,� ROCKY MOMT. K 27=-2387 s Robwho Con mpsry (918) 9n-2131 g37072. F01STE0.E��th J/SNA{ A DAM /� R /� SMI C'1 ENG 3WtW'"( 9-30-91 STANDARD DETAILS FOP FRAMED OPENINGS V . / w. Wu N.T.S. C SHEETING & SEAMING SHEETING F D A LP PANEL PROFILE AME �1P TIN( PRGCEDUR_S 1 DIRECTION CECOLOK PANEL CRATES ON ROOF C 1 MALE RIB CE SEALANT FEMALE SIDE .RIB d CECOLOK PANELCRATES MAY BE PLACED ON THE ROOF PRIOR TO JPENING. HOWEVER, FEMALE RIB_ f SEAMING TOOL DAMAGE TO ROOF FRAMING MEMBERS CAN OCCUR IF, ADEQUATE PRECAUTIONS ARE NOT 2' �-- BLE ANGLE TEMP13RARY RCCTION 0 9y cTjpN TAKEN. < i GA SCREW C 5 FIRST RUN OF SHEETS: Tj THE FOLLOWING PROCEDURES .MUST. BE FOLLOWED EXACTLY. CE EAVE SHEET SO THAT THE JAr 30' COVERAGE A. F LE - SIDE -RIB LINES UP WITH 1J PANEL CRATES .MUST Bc eLACED OVER A MAIN FRAME. NEVER LOCATE A CRATE OVER THE GABLE ANGLE. ,..: ^ JACK BEAMS, JACK TRUSSES, OR ANY PLACE BETWEEN FRAMES WHERE THE WEIGHT OF B. POSITION PANEL WITH REQUIRED THE CRATE WILL BE SUPPORTED ONLY BY THE PURLINS. SECTION THRU PANEL OVERHANG. ,d CREW RY S ^.'. TALL ONE TEMPORARY ?� C. INS � 2.) ALL FRAMING INCLUDING GIRTS PURLINS FLANGE BRACES VINO BRACING, ETC. MUST FACTORY APPLIED FEMALE RIB THROUGH THE PANEL INTO THE EAVE ^ -- 9y F� G, SEALANT <^ � BE INSTALLED, PLUMBED AND ALL BOLTS TIGHTENED. STRUT AS CLOS_ TO THE OUTSIDE ,.��' le, WILL / RIB AS POSSIBLE. THIS .SCREW MALE RIB - 'P 3J IN:'.ALL W�0D BLOCKING TO FIT TIGHTLY BETWEEN ALL PURLIW FROM EAVE TD EAVE., KEEP THE FIRS- FROM MOVING c"0THIS BLOCKING WILL BE LOCATED OVER THE FRAMES WHICH SUPPORT THE PANEL WHILE -THE >REMAINING PANELS IN THE -� CONTACT TAPE f 2 7/8 FIRST RUN ' ARE POSITIONED. , O CRATES. ' EAVE, TAP MA i/4 y D. WORKING .DOWN FROM RIDGE TO E, TAPE MASTIC I =INSTALL ENDLAP AND EAVE FASTENERS, 4J REMOVE WOOD BLOCKING AFTER CRATES ARE -.OFF ROOF AND BEFORE INSTALLING FOUR PER PANEL FLAT (EIGHT PER CONTINUOUS ROOF PANELS. PANEL ENDLAP AND EAVE). NOTE BLOCKING 1/2• EAVE STRUT CUT BLACKING TO MATCH PURLIN SPACE E. REPEAT ABOVE PROCEDURES FOR MALE RIB MUST OPPOSITE SIDE. USE EXTREME CARE TO PURIIN ALWAYS BE LEAD 5 LINE UP RIBS ON OPPOSITE SIDE OF NG. ff RIBS D0 NOT. LINE UP; SIDEWALL = ING EDGE OF PANEL. NOTES BLDG. MAY BE CRATE BUILDI SINGLE-SLOPE .S CTION THRU SIDELAPP RIB EXACTLY, THE RIDGE PANEL WILL NOT FIT. FLASHING (PRIOR TO SEAMING) NOTEi SHEETING CAS BE STARTED AT EITHER END OF BUILDING. x E nJnJ F ENDLAP DETAIL -.,FEMALE RIB 1 , �,AP INSTALLATION , SEE ENDLAP SECTIONS C 1 e NOTE FOR .SCREW PLACEMENT. NOTE, N PER PAN _ FEMALE LEG 0 UP EL L-THIS SCREW FIRST MALE LEG OF BLOCKING CHECKPANELINSTAL OVERLAPS FEMALE. LEG ON COVERAGE WITH A ADJACENT PANEL LOWER PANEL 1' TAPE MEASURE EVERY UPPER PANEL ' RIGID FRAME ` FOUR RUNS OF PANELS. FEMALE MALE RIB VIEV OF ON PEAKED BUILDINGS ALWAYS MADE-UP EMALE LEG RIB RIB &E= WORK FROM EAVE TO EAVE, KEEPING r r r r rADAPTER FLASHING DETAIL PANEL ALIGNED ACROSS THE RIDGE OF �` L l 1 1 • MASTIC UPPER 1 1 THE BUILDING. ON SINGLE SLOPE 1 PANEL PURLIN BUILDINGS AND ON BELOW EAVE FACTORY V LAP MIN. REQUIRED AT TIE-INS, WORK FROM LOW EAVE TO 21 21 21 1 NOTCHED ML25 ENDLAP. SEAL WITH HIGH SIDE. AT Df N4 BOTH ; % __,,_ SEE ENDLAP TUBE CAULKING AND FASTEN TUBE SECTIONS FOR WITH 2 BLIND RIVETS. CAUTION, AVOID TRAFFIC ON PANEL SCREWS PER FLA > SID£S SCREW LOCATIONS ; I•* SEE (USE 4 BEFORE ATTACHING TO STRUCTURALS..' CAULKING �� , �� LAP IN MALE LEG PALLS ENDLAP TUBE CAULI.ING SEE-------------------- , NEVERSTEPON LEADING DETAIL ENDLAP UNDER OVERLAP IN ML4 FLAT OF PANEL FEMALE DETAIL END OF FEMALE LEG FILLER APPLY PRE--CUT MASTIC BY RIB MALE UPPER FORMING TO SHEET RIB LOWER PANEL PANEL • 1 tig, CONFIGURATION, WORKING .40 440 FROM ONE SIDE OF SEALANT PLACEMENT SHEET M THE OTHER. USE PLIERS TO CRIMP ML25 REMOVE PAPER BACKING, , LIP OF LOWER FEMALE LEG ` LEAVING A DOUBLE RUN 2 ROWS OF LOVER PANEL BEFORE PLACING UPPER PANEL OF MASTIC. 5/16' ROUND LIP MASTIC SHEETING DIRECTION LOWER 2 BLIND .— SCREWS PANEL RIVETS PANEL STACKING DETAIL OF MADE-UP RIB CECOLOK PANEL CRATES G ENDLAP DETAIL - `MALE _RIB CLP PANEL CE J CAUTIONS K T'18E CAULKING ;ECO BUILDING SYSTEMS VILL NOT BE RESPONS_BLE FOR DAMAGE TO C' 6'-0' 4'-0' 6'-0' MALE LEG PANELS CAUSED BY WET STORAGE. IT SHALL BE THE ERECTOR'S RESPON SIBILITY TO PREVENT DAMAGE FROM MOISTURE ENTERING PANEL BUNDLES. H 1 INTRODUCTION TO CECOLOK RO.0F SYSTEM PIIRLIN BLOCKING MASTIC STORE PANELS 13N HIGH GROUND, ELEVATED ON WOOD BLOCKING TO PROVIDE THE CECOLOK ROOF SYSTEM DIFFERS CONSIDERABLY FROM CECO'S STANDARD ADE.UATE SLOPE AND PANEL SAGGING. RIBBED ROOF:PANEL BECAU:E OF THE UNIQUE METHOD USED TO JOIN PANELS WIRE TIES AT SIDELAPS AND TO ATTACH THEM TO THE STRUCTURALS. EACH PANEL HAS A MALE AND FEMALE SIDE RIB. THE FEMALE SIDE RIB IS HOOKED OVER THE LOWER MALE RIB TO PROVIDE STRUCTURAL RIGIDITY. A CONCEALED CLIP IS USED PANEL TO SECURETHEPANEL TO THE STRUCTURALS. THIS CLIP HOOKS OVER THE MALE RIB 13F THE ROOF PANEL AND IS CONNECTED TO THE STRUCTURALS BY SEE ENDLAP END OF UPPER PANEL MEANS OF SCREW FASTENERS, ELIMINATING THROUGH PANEL FASTENERS AT PIOF UP r.IN7, S=CTIONS FOR PURLINS. 'THROUGH ROOF FASTENERS ARE USED ONLY AT EAVES, RIDGE FOR LIFT TRUCK SCREW LOCATIONS PANELS AND ENDLAPS. ENDLAPS ARE MADE UP IN A STRAIGHT LINE ON A SEALANT PLACEMENT CONT?NUOUS RUN OF PURLINS. PICK UP POINTS CECOLOK PANES ARE FACTORY NOTCHED BOTH ENDS, THERBY HAVING NO FOR SPREADER BAR RIGHTS OR LEFTS, AND REQUIRE NO FIELD NOTCHING OF RIB AT ENDLAPS. } APPLY TUBE CAULKING (NOT THEREFORE, SHEETING CAN BE STARTED AT EITHER END OF BUILDING. HOW- SHOWN FOR CLARITY) TO IO'-0' MAXIMUM ��VOOD BLOCKING EVER, IT IS NECESSARY TO 'HEET THE ENTIRE WIDTH OF THE BUILDING AND CECOLOK PANEL, MAY BE FACTORY PhCKAGED IN STU2D! VO-D CR.ITES TJ PROTECT THE BUTT JOINT BEFORE INSTALLING INSTALL RIDGE PANEL ON EACH RUN OF PANELS AS YOU PROCEED FROM ONE PANELS DURING SHIPPING AND HANDLING. HOWEVER, THESE CRATES ARE NOT `INDESTRUC ADJACENT PANEL END OF THE BUILDING TO THE OTHER. TIBLE, AND CARE MUST BE USED WHEN UNLOADING AND HANDLING. DO NOT COVER PANEL STACKS WITH VISQUEEN OR TARPAULINS SO AS TO PREVENT A LOCK SEAM AT PANEL SIDELAP IS MADE WITH AN ELECTRIC SEAMER CALLED FREE AIR CIRCULATION. THE 'CECOLOK SEAMING TOOL'. THIS TOOL ROLLS DOWN THE PANEL SIDE THE WEIGHT OF CECOLOK PANEL CRATES WHEN PACKAGED IS APPROXIMATELY 140 POUNDS P RIBS AND COMPRESSES THEM AGAINST A VERTICAL RIB (STANDING SEAM) IN PER FOOT OF PANEL LENGTH. PICK CP POINTS FOR FORK LIFT AND SPREADER BAR ARE UPPER INSPECT PANEL BUNDLES DAILY FOR MOISTURE. LOCATED BY LABELS APPLIED TO THE CRATE SIDES. PANEL DAMAGE,MAY_RESULT IF THESE PANEL ONE OPERATION. THUS LOCKING PANELS. TOGETHER AND SEALING THE JOINT. OPEN AND SEE OPERATING INSTRUCTIONS PACKED WITH THE SEAMING TOOL. LABELS ARE IGNORED. LHOKES ANL/OR CHAINS MUST NOT BE USED L' 4ANDLING CRATES. IF BUNDLE CONTAINS MOISTURE, IT SHALL BE IMMEDIATELY BROKENCAUTIONS IT IS EXTREMELY IMPORTANTTHAT THE BUILDING AND Cf�S UrT Mq RE-STACKED AS SHOWN BELOW. ESPECIALLY THE ROOF PLANE BE PLUMB AND SQUARE BEFORE STARTING IN- rQCET �£ SECURE RE-STACKED PANELS WITH WIRE TIES 4'-0' ON CENTER. STAL.LATION OF THE CECOLOK ROOF SYSTEM. IF THE BUILDING I ' NOT MALE LEG SQUARE, IT VILL 3E IMPOSSIBLE TO MAINTAIN CLIP AND PANEL SEAM ALIGN- MENT. l • CAUTION, IT IS EXTREMELY IMPORTANT, EVEN DURING CONSTRUCTION, SCREWS THAT EAVES,!RAKES, AND RIDGES BE, KEPT SECURE SO AS TO PREVENT WIND DAMAGE. A GAUGE BAR IS REQUIRED FOR INSTALLATION OF CECOLOK ROOF SYSTEM. LOWER E RESTACK MAXIMUM 36 PANELS HIGH - PANEL L a - - ; WAVN DATE EASTERM REGU M TAIL.0F MADE UP RIB USE THIS RIB FOR USE CENTER RIB C�� a 'a WAVER Z3e� sj p —4 SIDE LIFTING OR FOR END LIFTING STRUCT wu H aev�o MA CICO CHM c s�/St@►IS M9)ROCKRCUMT, Mc e�eee-reel NOTES CARRYING 9 37an Q � Z� cucraw: RaYmisa Grn �y � roc9t9� m-x�.0 __�•__�_ MBMA .INSTALL'NOTCHED END OFI TENo UPPER PANEL UNDER MALE s�oNA� E j 430.10 STANDARD CECOLOK DETAILS KV• Mn LEG OF LOWER PANEL. sw.a N.T.S. ATT1A (FIXED OR FLOATING) Gf/3 eI HAND CRIMPER CECOLOK "LAMING INSTRUCTIONS UNCRIMIPED SEAM LP RD-.- SHEETING DETAILS C CE (FIXED OR FLOATING ROOF W/ THERMAL BLK.) 2' OF SEAM, CRIMPED" TD 2-6, COVERAGE NOTES SEE PEAK DETAILS SECOND STAGE. 1 1'-3' FOR RIDGE CONDITION t yrp 12. OF SEAM CRIMPED TO FASTENERS SECOND STAGE. _ 2 7/8' 2 13/16' (4 PER FLAT) ROOF PANEL T 0 p ROOF PANELS NOTES L FEMALE RIB HAS CONTINUOUS FACTORY ' APPLIED SEALANT. FASTENERS 2. INSULATION WT SHOWN FOR CLARITY. (4 PER FLAT) 3. SHEETING PROCEDURES -SEE DETAILS. Z, A. POSITION PANEL WITH REQUIRED OVERHANG. B7�NL B. INSTALL ONE TEMPORARY FASTENER THRU PANEL STOOL. INTO THE EAVE STRUT AS CLOSE TO THE OUTSIDE FRONT ROLLERS OF SEAMING RIB AS POSSIBL=. FASTENER WILL KEEP THE FIRST MUST BE LOCATED AT THE 2' SECT�]N OF PANEL THAT HAS BEEN PANEL FROM MOVING WHILE THE REMAINING PANELS _ CRIMPED TO'THE FIRST STAGE W :THE FIRST RUN ARE GE P TONED. CRSN (C • �`NTERLINE OFT ::HE BACK WHEEL C. WORKING DOWN FROM RIDGE TO -EAVE, INSTALL ENDLAP 0R --� WILL BE APPROXIME A 5' FROM FEMALE RIB AND FASTENERS. FOUR PER PANEL FLAT (EIGHT THE END A THE PANEL) MALE RIB PER PANEL ENDLAP AND EAVE) BAR JOI.T 4. EAVE CLOSURE - CONTINUOUS BEAD OF 1/8' X 1 1/4' TAPE MASTIC ON TOP SIDE 0= RIB CLOSURE. BEFORE USING THE ELECTRIC SEAMING TOOL, THE FOLLOWING PROCEDURES MUST ELECTRIC SEAMING 5. THERMAL BLOCK WHERE REQUIRED WITH CONTINUOUS SAVE CLOSURE BE FOLLOWED, USING THE HAND OPERATED CRIMPER AT THE EAVE. TOOL CONTACT TAPE AT EAVE. 1. SPREAD TAE HANDLES OF THE CRWER AND LOWER ONTO THE PANEL, - FROM THE END OF THE PANEL. THE FEMALE LIP MUST FIT INTO THE NOTCHED OUT PORTION OF THE CRIMPER. PULL THE _ 6• EAVE TRIM (SF54) HANDLES TOGETHER, MAKING THE FIRST STAGE CRIMP. MOVE UP ROOF LAP DETAIL THE PANEL AND MAKE THE FIRST STAGE CRIMP AGAIN.MAKE A CHECK DOWN THE PANEL ' OE SS�v BEFORE SEAMING TO MAKE SURE ' NOTESj 1 O o00 N 51 pd� LEGS ARE HOOKED AS SHOWN. IM L BEFORE ATTACHING HOLD-DOWN CLIP TO ROOF P1AP lk ?O PGEg NOT SEAM UNTIL ANY IMPROPERLY , ' THIS DIMENSION WILL STRUCTURAL, MAKE SURE DIMPLE ON UPPER PORTI.,,' j C� �Q`� S F�P�+� HOOKED LEGS ARE POSITIONED ((� 2. SPREAD THE CRIMPER HANDLES AGAIN AND ROTATE THE CRIMPER ZN ER 5 HOOKEDCaRECTL aI ' BE '' WHEN CWP IS OF CLD' LINES UP WITH HOLE DV CENTER OF CLIP BASE. 180 DEGREES. MOVE THE CRIMPER TO THE END OF THE PANEL AND Rpt-�.� (� USED ON THE WALL. 2. CLIP MUST BE IN VERTICAL POSITION BEFORE MAKE THE SECOND STAGE CRIMP, MOVE UP THE PANEL AND MAKE o REP FASTENERS ARE INSTALLED. NOTE THIS CRIMP AGAIN. FEMALEi� 1/8'X 1 1/4' TAPE USE EXTREME CARE TO LINE UP RIBS g EDGE OF MASTIC O PANEL QF SHEETS ON OPPOSITE SIDE OF BUILD - THE FIRST 12' OF THE PANEL WILL BE CRLMPED TO THE SECOND STAGE AND THE RIB CLOSURE NEXT 2' OF TME PANEL TO THE FIRST STAGE, READY TO RECEIVE THE ELECTRIC D� �T OPERATE THE ELECTRIC LNG. IF RIBS DJ NOT LINE UP EXACTLY, SEAMING TOOL WITHIN 12' OF THE EAVE TREATMIENT THE RIDGE PANEL IF USED, WILL NOT FIT. SEAMING TOOL. THE SAME OPERATIONS WITH THE HAND CRIMPER WILL ALSO BE FINISHING EAVE STOP THE SEAMER MALE EDGE (AT CENTER RIB) OF PANEL REQUIRED AT THE FINISHING EAVE. AND CRIMP THE LAST 12' WITH THE HAND CRIMPER. (4 (CL64 FOR FIXED) (4 PER PANEL FLAT) (CL66 FOR FLOATING) HOLD-DOWN HOLD-DOWN CLIP 2 3/4' CLIP GAUGE BARS ARE TO BE USED WHEN SEAMED PANEL 1/4' CECOLOK PANEL INSTALLING CECO-LOK PANELS - (CL64 OR CL66) HOLDCECO-LOK GflUS BAR INSTRUCT= CLIP GAIL BAR -- CLIP -DOWN 5'-2 3/e' 1� 2 3/4' 1.SECURE FIRST PANEL PARALLEL WITH RAKE ASTIC ------- ---- OF BUILDING. �� .,... HOLD DOWN CLIP 2. CHECK STRAIGHTNESS OF PANEL FROM EAVE TO (USED AT EACH PURLIN) PEAK AND INSTALL HOLD DOWN CLIPS ON 9' THERMAL BLOCK A. HOOK HOLD-DOWN CLIP ON LEADING EDGE OF PANE: MALE EDGE OF PANEL #1. 9/16' ANT SWING TO THE VERTICAL POSITION. 3. HOOK PANEL #2, CHECK STRAIGHTNESS, INSTALL CLIPS 5'-0 -� ENDLAPBACK-UPPURLIN B CENTER CLIP BASE ON ROOF STRUCTURAL PLATE Q4L23) OR (2 FASTENERS) BAR JOIST C. IF THERMAL BLOCKS ARE REQUIRED, LOCATE BLOCK 4. .INSTALL PANEL #3. USE GAUGE BAR AS SHOWN BY 1' X 1' TUBE i-1 1/4' BETWEEN HOLDING TABS ON CLIP BASE.■NOTE. USE ML18 AT PANEL RUNS ALLOU'ING BAR TO HOOK OVER THE FEMALE EDGE OF HOLD-DOWN CLIP W/THERMAL BLOCK PANEL #2 AND REST AGAINST THE MALE VERTICAL T e A 1 1/8 ADJACENT TO ENDWALLS INSTEAD LEG OF PANEL #i. 11� A. H� ANE, AND DING EDGE OF SWING TO THEP ROOF PANEL LAP 5. POSITION THE GAUGE BAR OVER THE MALE EDGE Ii/8, VERTICAL POSITION. HOLD-DOVN OF PANEL #3 AND INSTALL CLIPS. 1, CAUTIOMh CECOLOK CLIP 6. REPEAT STEPS 3, 4, 6 5 TO CONTINUE ACROSS ROOF. BEFORE ATTACHING TO ROOF PANEL STRUCTURAL MAKE URE DIMPLE ••• 1 1/4' ON UPPER PORTION OF CLIP LINES UP WITH HOLE IN CENTER 1 1/4' X 1 1/4' X 1/8' ANGLE OF CLIP BASE f -1 1/4'--4 ._:• B. CENTER CLIP BASE ON ROOF STRUCTURAL 1 1/4' X 1 1/4' X 1/8' ANGLEAND SECURE WITH TWO FASTENERS. C. IF THERMAL BLOCKS ARE REQUIRED, LOCATE BLOCK BETWEEN HOLDING TABS PROVIDED ON CLIP BASE IMPORTANT IMPALE TRIANGULAR TAB CLIP M''ST BE IN VERTICAL ON THIS SIDE OF CLIP POSITION BEFORE FASTENERS INTO END OF THERMAL BLOCK ARE INSTALLED. BEFORE SECURING CLIP .TO al.�2 ROOF STRUCTURAL. 11 P P # HOLD-DOWN O GAUGE BAR Ppty�' 3 CL64I-FIXED C166 -FLOATING RAKE OF BUILDING we sews, e.rrai .PAWL a eseue r mm SECTION THROUGH HOLD-DOWN CLIP WITH THERMAL BLOCK. BLUM ers - BLOCK S TM Ceco Butte Syste"�i� � 3 O (-4 37072 aEoan nnlE NO& IE "4" do �! C919) 977-M 9FO'STER�a P� T1,- ?Sr7 =m,,e a� ID M B M A fs''o""` ENo lkwlffrj a 3o ql STANDARD CECOLOK DETAILS in ATTM (WITH THERMAL BLOCKS) '(0.43 AVE GUTTER CE7 FASTENERS (STANDARD) NOTE: ERECTOR TO CE23 (CLP) PEAK DETAIL (W/ RIDGE ROLL) (4 PER PANEL FLAT) FIELD "PITCH" ROOF (FIXED CLIP OR FLOATING.CLIP) STAND-OFF FASTNRS. SHEETS AT EAVE FLASHING (ML19G6) SCREW LOCATION CLP ROOF GUTTER FASTENERS SUPPORT INSTALLED. (20 PER ENDLAP).. FLASH -DECK T WITH (2) STITCH FASTENERS EXPANSION MATERIAL STITCH FASTENERS�_ , 1 # SEE ERECTION PRINTS (ROOF COLOR) --►I FOR PANEL OVERHANG (4 PER PANEL FLA) AT CENTER RIB ONLY STAND-OFF FASTENERS 'jam— (IF THERM. BLK. REQ'D) NO BACK- PLATE SELF -DRILLER OR HOLD-DOWN CLIP (TRIM COLOR) REQ'D STITCH ,•I NOTE: SCREWS AT RIB CLOSURE W/ 1/8" X 1 1/4" GUTTER (EG2) FASTENERSFIELD TO (2 PER FOOT) CRIMP END ENDLAP MUST BE THROUGH MASTIC. TUBE CAULKING MASTIC (TOP AND SF54 SHEETS 3 3/4" 5 1/4" BOTTOM) THERMAL BLOCK STITCH FASTENERS... ASTENERS (3'-0 ON CENTER) .... �_OF �<.5" � 3/16" X 3/4" SNOW JACKS SUGGESTED SELF -DRILLER THERMAL2� BLOCK 1/2- MASTIC / \ �rt IN ICE BUILD-UP AREAS. (6" ON CENTER) (IF REQ'D) ti GPCf` MAP CLOSURE (INSIDE) CLOSURE (ML9G2) \� SEALED TOP AND BOTTOM PEAK PURLIN WITH 3/16" X 3/4- MASTIC V STITCH FASTENERS (12 PER ML9) 5 (SEE DETAIL CE62) EXPANSION JOINT CLP OUTSIDE CLOSURE INSTALLATION ML19 USE 2 FASTENERS AT REQUIRED WHEN BUILDING LENGTH WITH ML19 FLASHING SUPPORT IERMEDIATE NT EXCEEDS 100'-0". CLOSURE RIB .. •• FILL SPACE BETWEEN (ML9) (20 PER ENDLAP) 3/16" X 3/4" •''•• 3/16" X 3/4" MASTIC CLOSURES WITH MASTIC SCREW LOCATION TUBE CAULKING NOTE: CONTINUOUS IF BACK-UP PLATE IS USED, ML9 WILL FASTEN W/1 1/4- SELF -DRILLERS (10 PER ML9) ENDLAP DETAIL IF BACK-UP PLATE NOT USED, ML9 WILL STITCH TO ROOF SHEET (12 PER ML9). CLP PANEL MASTIC PLACEMENT CE6 AT RIDGE WITHOUT RIDGE PANEL TURN TOP FLANGE OF CLOSURE DOWNHILL. OR HIGH SIDE OF SINGLE SLOPE A. CENTER CLOSURE BOTTOM FLANGE ON 3/16" X 3/4" TAPE MASTIC. FACTORY NOTCH MALE RIB S ��2° B. ATTACH CLOSURE TO -PANEL WITH FASTENERS THRU PRE -PUNCHED HOLES 3/1 S ROUND—� MASTIC IN CLOSURE. INSTALL FASTENERS CAREFULLY TO KEEP FROM STRIPPING. 3/16" ROUND MASTIC CLP ROOF (FLOATING CLIP) , CE40 SECTION THRU ENDWALL NOTE: WHENEVER THERE IS NO RIDGE PANEL, A STRIP OF 3/16" ROUND MASTIC AS SHOWN WILL BE O1 POP A CHALK LINE BY MEASURING FROM FIELD START ADAPTER REQUIRED AT THE MALE RIB PRIOR TO PLACING TOP OF GABLE ANGLE DOWN 4 5/8." NOTCH OINSTALL SECTIONS OF ML14 BY FLASHING AT END OF PANEL OVERHANG ADJACENT PANEL. SETTING UPPER EDGE TO CHALK LINE. STOP ML14 V-6" TO 2'-0" FROM ADAPTER FLASHING IS CENTERLINE OF BUILDING (END ON "+ REQ'D AT BOTH ENDS A MAJOR RIB). - OF BLDG., IT SHOULD BE OATTACH ML14 TO WALL SHEET 1'-O" INSTALLED AFTER ML14 31144 ON CENTER. (18"ON CENTER AT CWP.) OLAP ML14 AT MAJOR RIB AS SHOWN. NOTICE THAT IT WILL HAVE TO BE FIELD NOTCHED IN ORDER TO LAP. ERECTOR NOTE: DO NOT LAP RAKE AN RAKE TRIM STITCH FASTENERS (EW34) (6" ON CENTER) ADAPTER FLASHING ML25 AND GABLE ANGLE AT THE SAME LOCATION. iii SEAL WITH 3/16" X 3/4" MASTIC a ML14 TOP AND BOTTOM. CL276 SELF -DRILLERS (2 PER CL276) GAB4STRUT 1.1/4- SELF -DRILLER ANG _f SELF -DRILLERS 6" ON CENTER (1 PER PURLIN OR BAR JOIST) 1 1/4" SELF -DRILLER 6" ON CENTER STITCH FASTENER [—PURLIN OR BAR JOIST 1'-0" ON CENTER MAP CLOSURE (OUTSIDE) [EZ -CL276 CE65 EAVE WITH GUTTER/DOWNSPOUT INSTALLATION FOR CLP ROOF PANELS (EG15) SNOW JACKS SUGGESTED NOTE:' GUTTER CLIP 2'-6" ON IN ICE BUILD-UP AREAS, GUTTER END CAP MUST CENTER AT INTERMEDIATE RIB, BE INSTALLED PRIOR 2 FASTENERS CLIP TO ROOF. TO INSTALLING CORNER (3/4", SAME COLOR AS ROOF) FASTENERS CLOSURE. ONE FASTENER CLIP TO GUTTER OF(1 1/4-, AME COLOR AS TRIM GUT ° I ROOF PANELS _ > (EG11) GUTTER ENDCAP ° Q SEAL WITH TUBE �P CAULKING AND 12 BLIND INSIDE CLOSURE RIVETS. BLIND RIVET °° TUBE CAULKING GUTTER AT ENDLAP CPQ (DO NOT USE RIVETS) (EW34) RAKE TRIM EXPANSION DETAIL REQUIRED WHEN TRIM RUN LENGTH EXCEEDS 100'-0" EW41 ORN R CLOSURE SE WITH TUBE CAULKING (12 BLIND RIVETS PER SIDE) FTUBE CAULKING AT ENDLAP (DO NOT USE \,PQ EXPANSION DETAIL REQUIRED WHEN BUILDING LENGTH EXCEEDS 100'-0" STRAP OWNSPOUT NOTE: INSTALL (8) BLIND RIVETS / ALL DOWNSPOUT AND FITTIt JOINTS. WALL PANEL (IF REQ'D) NOTE: ERECTOR TO FIELD "PITCH" ROOF SHEETS (EG2) GUTTER AT EAVE GUTTER TUBE CAULKING AT ENDLAPS (16 BLIND RIVETS) 3 3/4" 5 1/4" / CPQ CUT "X" IN BOTTOM N 1/2" OF GUTTER ENDLAP DETAIL Ili �rt STRAP OWNSPOUT NOTE: INSTALL (8) BLIND RIVETS / ALL DOWNSPOUT AND FITTIt JOINTS. i RIBBED WALL SHEETING ENDWALL PANEL LAP PROCEDURES AT CENTER (FOR BEVELED PANELS) PT4 3' - 0" COVERAGE 3' - O" COVERAGE PT^ 1'-0" l 6" 6" 6.. 6" 6" 6" L MVW 3/4" L MIP 1 3/16" LEADING R 3' - 0" COVERAGE EDGE A 3/16" DIA. MASTIC SEALED WALL ONLY MIP SIDELAP STITCH FASTENERS MAP (1 AT GIRTS do 1 1 1/2" EAVE STRUT GABLE ANGLE I BETWEEN GIRTS) 1� �/2" SELF -DRILLERS (EXCEPT 2 BETWEEN JJJ"" (2 PER FLAT) GIRTS IF GIRT SPACE IS 6'-0" OR MORE) NOTE: _WALL PANEL SIDELAP 1. INSULATION NOT SHOWN REMAINING PORTION USE ONE C FOR CLARITY. WALL PANEL AT CENTER = 3'-0" 2. STITCH FASTENERS A. NON -SEALED WALL zi \ ONE ON AND ONE SELF -DRILLERS BETWEEN EACH GIRT OR GIRT ONE PER FLAT) ANGLE. (IF SPACE IS SEALED WALL ONLY ROUND MASTIC 6'-0" OR MORE USE (2) STITCH FASTENERS" d BETWEEN GIRTS.) B. SEALED .WALL 2'-0" ON CENTER. C. STITCH FASTENERS ARE CORNER TRIM � NOT REQUIRED AT GIRT CLOSURE FURNISHED WAINSCOT PANELS. BASE ANGLE ONLY WITH SEALED N 3. LOCATE FASTENERS I WALL OPTION. FLAT NEXT TO RIB. FASTENER (2 PER FOOT) X WAINSCOT ABOVE 4-0 WALL WALL PANEL ENDLAP (IF REQ'D) T63 SELF -DRILLERS SELF -DRILLERS (ONE PER FOOT) (2 PER FLAT) OTE: FOR MVW WALL PANELS TO NEST PROPERLY, THE I WAINSCOT PANEL STITCH SCREWS SHOULD BE INSTALLED AT THE SIDELAPS BEFORE THE PANEL IS ATTACHED TO WALL ENDWALL ° THE WALL GIRTS. PANEL IDEWALL , SELF -DRILLERS GIRT GALVANIZED BASE ANGLE MASONRY ANCHOR BY OTHERS I II III MASONRY WAINSCOT AT FRAMED OPENING X WAINSCOT AT FRAMED OPENING 1 WALL PANELS P 61 W/ STRUCT. FRAMING GIRT SELF -DRILLERS SELF -DRILLERS (1 PER FOOT) (1 PER FOOT) WALL PANELS WAINSCOT WALL INSTALLATION -F—JAMB TRIM PKG. PT57 TRIM - FLASHING PACKAGE STITCH FASTENERS (3'-0" ON CENTER) CHANNELSTRUCTURAL MAIN RIGID FRAME JAMB I CHANNEL COLUMN JAMB (TF4 or TF9) TRIM or TF9) FLASHIN TRIM G WAINSCOT FLASHING SELF -DRILLERS GIRT WAINSCOT (1 PER FOOT) SIDEWALL GIRT REMAINING PORTION USE ONE LR AT CENTER = 4'-0" AND ONE LL BASE DETAIL T31 (WILL NOT HAVE A PANEL NOTCH) CLOSURE W/ 3/16 X 3/4 MASTIC IF WALL PANEL (IF REQUIRED) V (BA12) GALVANIZED fx-BASE ANGLE PANEL SELF -DRILLERS 2PER FOOT) 1 PER FOOT MSP) r\rr-n SELF -DRILLERS o (1 PER FOOT) 1 1 /2" T MASONRY ANCHOR BASE o (3'-0" ON FLASHING CENTER) (BF25) (BY ERECTOR) CORNER DETAIL WITH eWAINSCOT BYPASS GIRTS CORNER FLASHING (TC31- TC33) CORNER TRIM DETAIL WALL PANELS (RIBBED WALL) (1) SELF -DRILLER PER GIRT OR BASE ANGLE J 3 0 z 4J GIRT 0� p SIDEWALL (TC31) CORNER TRIM TRI F4 or TF9) FLASHING STITCH (FASTENERS CENTER) N CORNER COLUMN ENDWALL GIRT WAINSCOT