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PLANS BATCH 04 - PAGES 31 - 40
SAG STRAPS 544045 27' BAYS (TYP.)- EW ROOF BEAM #2 FU2888 5 0 N 00 80 a-00 0000 wao GIRT 530925-359-4 73 D 83 TYP. THIS 60 GRID UNO. 82 BS 84 I 1 f I INSTALL (1) ROWJ SAG STRAPS 544045 AT MID POINT IN 27' BAYS (TYP.) 1'-2" Ig GIRT 31 FP0646 i 81 GIRT 21 530927-355-6 FIELD CUT AT 81 HM DOOR. 3'x7' HM DOOR 27'-0" SGS go =0 u 11 TYP. FLANGE BRACE I EW ROOF BEAM #1 EW ROOF BEAM #2 EW ROOF BEAM #1 80 ® LOCATIONS INDIC ED FU2891 N FU2889 FU2890 TYP. UNO. n N N v~ 60 N 0000 60 0r, cn d N 82 0 00 12 woo w 00 0 � 67 60 0 00 0 00 IL oo a� 00. 0 w oo 1 /41 82 3 Y 0000 83 82 3� ui wY w w� w� w� wc� 67 GIRT GIRT 83 530925-263-4 F530925-263-4 153 TYP. GRIDS 16 TYp. 20 TYP. GIRT GIRT DOOR POST EXT. GIRT FP5313 GIRT 530923— 530923— I ANGLE 702168. TYP. THIS I N'01 530924-347— 1 87 SA.5 to SG.5 1 80 80 I 215-4 1 215-4 TYP. ELEV, UNO. GIRT GIRT GIRT FP5312 FP5314 FP5314 GIRT GINI 4 IYP. 550317— 550317— 550317- 80 1 1 08 —0= 064-0 I I 088-0 I I 21 TYR. 30 TYP. o 81 81 1\ All I E "a, GIRT GIRT GIRT 550328-112— DOCK SEAL 77ZDOOR POST DOOR HEADER 0283 0 110763 0 81 TYP 81 TYP. TYP. THIS ELEV. UN POST 702163, GH0871, TYP. UNO FP45184, TYP. m U.N.O. N Ln 10 d 00 w � 81, O„ —6' Q„ O„ U 5'-9° Q„ q„ V U 5'-9" 5'-9" Q„ O„ U U 5'-9° 5'-9" �„ �„ 5'-9" 5'-9° O„ Q„ U 11 5 —9° '-9 O„ O„�jj V U —9 '-9' B„ O" �i —9 5'-9" 8» O„ V 8'-6" 5'-9" 5'-9" O„ Ii V 5'-9" 5'-9° CJ 5'-9" 5'—' 2'-9" 8'-6" 2,_U911 8'-6" 8'-6" 8'-6" 8'-6> 8'-6" . 8'-6° 8'-611 8 _6" 8'-6" EW POST 27'-0" 20'-0" 20'-0" 20--0" 20'-0" 16,-0" 16'-0" 20'-0" 20'-0" 20'-0" 302'-4" CtD c5b SE,S SD 5 SD SC,S SC SB,S ENDWA L STRUCTURAL ELEVATION AT GRID S17' BRACE ROD SCHEDULE [] PART NUMBER DESCRIPTION THREAD 1 544063-240 1 1/4" X 20'-0" BRACE ROD RH—LH 2 544053-027 1 1/4" X 2'-3" BRACE ROD RH—RH 3 544053-024 1 1/4" X 2'-0" BRACE ROD RH—RH 1 1/4" CLEVIS 095282 — TURNBUCKLE 095274 MATE IAL CHART FAB COLUMNS DESIGNATION VERALL ENGTH DEPTH (IN) OUTER FLANGES INNER FLANGES WEB THICKNESS EW POST #1 ARIES 12 1/4 10 X .375 10 X .375 0.188 EW POST #2 RIES 12 1/4 8 X .375 8 X .375 0.188 EW POST #3 12 1/4 9 X .500 9 X .500 0.250 EW ROOF BM #1 20'/l6'-0"16 fARIES 6 X .250 6 X .250 0.160 EW ROOF BM #2 '-0" 16 6 X .500 1 6 X .500 1 0.160 ro REVISION N0. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 co DATE.• DATE.• DATE. DATE. op UTILE 01 CAD TECH: CAD TECH: (��( N IS�lllfff�"�]]]] G W CAD TECH., CAD TECH: `�Ou V u u 3 L—J CHECKED BY. CHECKED BY.' CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE z KC, MO 64120 PHONE 816 BUILDER: BUTLER CONSTRUCTION 03016 MPORTAN SIR. IAR K ROOF BEAMS MARKED / COULD BE REVERSED DURING ERECTION. ROOF BEAMS MUST BE INSTALLED AS SHOWN FOR PROPER FIT —UP OF PARTS AND TO INSURE STRUCTURAL INTEGRITY OF THE BUILDING. EW 2 EW ROOF BEAM #2 EAM 80 F12889 rl w 00 w � SAG STRAPS 544045 27' BAYS (TYP GIRT 530923-263-4 TYR, UNO. 550317- 01 GIRT 1 530924-347-4 I 6i71161irla GIRT FP5312 9 g" 8„ 8" 8„ 8„ 8„- 2'-9" 2'-9° 8' —6" 5 9„ 8'-6" —6' 8'-6" 2D'-0" 27'-0" EW ROOF BEAM #2 FU2893 a 00 w 0 INSTALL (1) ROW SAG STRAPS 544045 AT MID POINT IN 27' BAYS (TYP.) a- 00 5 w 80 196 7: 89 GIRT Io 530925-359-4 11�60 TYP. THIS I 73 TYP. ® o 82 GRID UNO. 83 THIS GRID 1 y� GIRT 85 SIM. /\ FP0647 84 ifl _00 81 10 Am Ll f IF � o I /—FLOOR LINE 00 GIRT 196 SIM. - 44 530927— 0 82 355-6 89 I 27'-0" 1'-21. SAS SA SA' 0 - o THESE PLANS AND ALL PROPOSED WORK i a ARE SUBJECT TO ANY CORRECTIONS a REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO - Q W COMPLY WITH ALL APPLICABLE CODES. U K W STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 a PROJECT BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR a FLORIDA BLDG CODE 2001 AREA "A» CHECKED BY. DATE. 7/21/03 i WAL*MART 130 MPH WL EXP. B ENDWALL STRUCTURAL Y ENGR BY: S. THOMAS LEAD TECH: JACKSON DRAWING NUMBER REV. NO. FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ ELEVATION Q GRID S17 O D AREA A -35 100 REGIONAL DC #7038 S13 S12 1'-0". . w 35 w w w w w w w w w w w w w w w w w w w w w w w I U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U MATCH LINE Mm rn 0 C n�o 0111IIIIIIIIIIIIIIIIIL. 262'- 54'-0" 34 33 w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 52'-0" 52'-0" W32 31 w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 29 28 U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U 1 011 U 1 101U U I lulU U U 1 101U I I U U 111 UU UU UU UIU I UU UU UU I 26 25 24 23 22 21 U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U 0 U U U U U U 0 U U U U U U U U U U 0 U U U U U U U U U U U U U U U U 0 U U U U U U U U 0 U U U U x mmmmmmm U U U U U U U 15 IIIIIIIIIIIIIIIIIIIII1(18�IIIIIIIIIIIIIIIIIIIII1I111(17)IIIIIIIIIIIIIIIIIIIIIIII�6 mI•I01•I01•mmm ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ ❑ ❑ ❑ O ❑ O ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ ❑ O O ❑ ❑ ❑ ❑ ❑ ❑ ❑ O O ❑ ❑ ❑ ❑ ❑ Y Y le p ❑ ❑ ❑ ❑ p ❑ ❑ ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ p ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑OpO❑❑❑❑OO❑pO❑❑❑❑❑❑❑❑pO❑❑❑❑ Y YO U U U U U U U U U U U U U U U U U U U U U U U 14 13 12 U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U -� U U U U1111 10 19 8 7 6 U U U U U U U U v U U U o U U U U U v U U U U 0 c> U U U U U U U U U U U U U U U U U U U U U U U U v U U U U U v U U U U U U U U U U U U U U U U U U U U U U U UJulJul U U U U U U U U U U U U UIIIII U U U U U U U U U U U U U U U U U U U U U U U U U U U11111 5 11 3 2 Iel Iel IJ I, Iel I.I In <mI ImI I.I to <m <mI Iml I I<m I I I I<rn I I I I I<m <mI I I I I I I<m `iml'1mI11.1'i-i`v iml VmI � i 1-I'loll•I"m`mf'Imf'lall•I"m1mIlmf'I•I'I-I`•Ilmll-11•I`ImI`�mI'lellml`Iel` 0 REVISION NO. 1 a0 .: � DATE.' DATE 0 w CAD TECH: CAD TECH: 0 O 0 3 CHECKED BY: CHECKED BY.- z XX - INDICATES MR-24 CRATE NO. ON ORDER: XXXXXX REVISION NO, 2 REVISION NO. 3 REVISION NO. 4 11 DATE DATE. BUTLER r CAD TECH: CAD TECH: 0ONSTRU070 CHECKED BY.- CHECKED BY: 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-24 -6000 BUILDER: BUTLER CONSTRUCTION 03016 ROOF PANEL SCHEDULE ID PART NO. SUFF. LENGTH DESCRIPTION A 560119 699 554-6 22 GA. EAVE PANEL B 560119 699 494-6 22 GA. EAVE PANEL C 560104 643 546-1 24 GA. SPLICE PANEL D 560104 643 510-1 24 GA. SPLICE PANEL E 560105 699 426-6 22 GA. HIGH EAVE PANEL F 560105 699 486-6 22 GA. HIGH EAVE PANEL J 560104 699 546-1 22 GA. SLICE PANEL K 560104 699 510-1 22 GA. SLICE PANEL PROJECT.• WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 LL, 5 CL, 0 EQ 3 Q LO USE DETAIL 8/44 AT (14) CORRUGATIONS FROM THE ENDWALL, FIRST (5) JOISTS DOWNSLOPE FROM THE EAVE JOIST. IMPORTANT NOTE: INSTALL ROOF PANEL CLIPS AT 2.5' SPACING ALONG GRID S17. IMTERMEDIATE CLIPS ATTACH TO GABLE ANGLE AT MIDPOINT BETWEEN JOISTS. SEE DETAIL 2/44 w ,. DOUBLE NUT ALL SPLICES ON FIRST (2) RUNS FROM ENDWALL USE DETAIL 8/44 AT (14) CORRUGATIONS FROM THE ENDWALL, FIRST (5) JOISTS UPSLOPE FROM THE EAVE JOIST. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, DRAWING TITLE: AREA A ROOF PANEL LAYOUT STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 CAD TECH: BLAIR Q a i CHECKED BY: DATE: 7/21 /03 z Y ENG'R BY.- S. THOMAS LEAD TECH: JACKSON DRAWING NUMBER REU. N0. o D AREA A -40 00 S6 S7 S8 S9 S10 S11 S12 V-4 316 -0 5?I-o„ 52'-0" 54'-0" 52'-0" 52'-0° 54'-O" 42 36 41 IJIJ Id w Jw ldldld IJ IJ w IJ Id ldld I- I 3 Id w w w ILI Id Id W U- U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U 30 29 U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U I:1 "mmC IN W omir- 34 39 mme w w L., w w W w W w wW w w W w w w w w wUj w w w w w w w w w LL LL LL 0'"IuI"10II11J". I I I I I I Uu I I UL) 1I0I 00I111 3 3 W wUJ IJ IJ IJ w wUJ Id W w U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U 31 U U U U U U U � U. U. U U U U U T28 27 26 25 U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U a■e■e■e■o■o■a■o■o■o■v■o■o■o■o■o■o■o■o■o■o■o■o■o■o■�■� 18 17 U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U a rm omu- ■■e■e■e■e■e■e■e■e■e■e■e■o■a■a■a■o■o■o■o■o■o■o■o■o■o■o■o■o■o■o■o 16 15 U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U 14 I11 r=1 I0' 0 IC�'I 11 UI 101 IUI IimI IC)I H H ICI H Ic'I Inl IUI Inl 11 Ic'I IUI ICI Ic'I "on U U U U U U U U U U U U U U U U U U U U U U U 13 U U U U U U U U U U U U U U U 12 11 10 9 8 7 U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U 010 U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U 6 5 4 I 3 2 1 a a ¢ a a a a ¢ ¢ ¢ a a a a ¢ a ¢ ¢ ¢ ¢ a a a ¢ a a ¢ ¢ a ¢ ¢ a ¢ a ¢ ¢ ¢ a ¢ a ¢ ¢ a ¢ a a ¢ a ¢ a ¢ ¢ a ¢ a ¢ ¢ a ¢ ¢ ¢ a ¢ ¢ a a a a ¢ ¢ ¢ a ¢ ¢ ¢ ¢ ¢ a m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m1 m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m MATCH LL Ig�NE XX - INDICATE MR-24 CRATE NO. ON ORDER: XXXXXX REVISION NO. I REVISION NU. Z Ktw�)IUIV IVU. 0 DATE.• DATE: DATE. DATE. BUTLER R oCAD TECH: CAD TECH: CAD TECH: CAD TECH: CON STRUCT-ITF � 0 Nt CHECKED BY. CHECKED BY.- 6601 EXECUTIVE DRIVE z CHECKED BY.• CHECKED BY.• KC, MO 64120 PHONE 816-24 6000 o - BUILDER: BUTLER CONSTRUCTION 03016 ROOF PANEL SCHEDULE ID PART NO. SUFF. LENGTH DESCRIPTION A 560119 699 554-6 22 GA. EAVE PANEL B 560119 699 494-6 22 GA. EAVE PANEL C 560104 643 546-1 24 GA. SPLICE PANEL D 560104 643 510-1 24 GA. SPLICE PANEL E 560105 699 426-6 22 GA. HIGH EAVE PANEL F 560105 699 486-6 22 GA. HIGH EAVE PANEL PROJECT.- WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 LL, 5 CL, 0 EQ LL i00 M„ rcH 0 AIX L ItVE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS = _ pEQUIRED BY FIELD INSPECTORS THAT y: MAY BE NECESSARY IN ORDER TO w COMPLY WITH ALL APPLICABLE CODES..% DRAWING TITLE: AREA A ROOF PANEL LAYOUT STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 CAD TECH. BLAIR 3 CHECKED BY: DATE.• 7/21 /03 z Z ENG'R BY: S. THOMAS LEAD TECH: JACKSON Y DRAWING NUMBER REV NO. o AREA A -41 00 s S1 CSD 2' 52'-0' 52'-0' USE DETAIL 8/44 AT (14) CORRUGATI( FROM THE ENDWALL, FIRST (5) JOISTS DOWNSLOPE FROM THE EAVE JOIST. DOUBLE NUT ALL SPLICES ON FIRST (2) RUNS FROM ENDWALL--� IMPORTANT NOTE: INSTALL ROOF PANEL CLIPS AT 2.5' SPACING ALONG GRID S1. IMTERMEDIATE CLIPS ATTACH TO GABLE ANGLE AT MIDPOINT BETWEEN JOISTS. SEE DETAIL 2/44 USE DETAIL 8/44 AT (14) CORRUGATIONS JPSLOPE FROM THE EAVE jOIST ROM THE ENDWALL, FIRST (5) JOISTS 0 N 0 DATE: 0 u CAD TECH: 0 0 3 Z CHECKED , 0 5) 1 1 1 11 1 1 1 1 1 1 1 1 11 1 1 1 11 1 1 (34 0) 1 I 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 (29 -� U C)U U U U U U U U U U U C,U U U U U U U U U U U U U U U U U U U IN►192 52'-0' 3 264'-0' 54' 52'-0' 32 31 W W W Ili W W W W W W W W W W W W W W W W W W W W W W W W W W W i,. W � � � L' W W W W � W W W W W W 28 27 U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U 25 24 23 22 U U U U U 0 U U C) U U C) U U C) C) C) U U U L) c.) U U U U U U 0 U U U U U U U U U U U U U U C) C) -� C)U U U U U U U U U U U C)U U C)U U U U U U U C) U U U U U U U U U U U U U U U U U U U U U U U �, I rw 0 15 U U U U U U U U U U U U U U U U U U U U W 26 U U U U U U U U U U U U U U U U U U U U U U U U U 21 U U U U U U U U U U U U U U U U U U U U U U 1'-01 19 18 T17) ❑ C)❑ ❑ ❑ ❑ o ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ m ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ C)❑❑❑❑ ❑❑❑❑❑ ❑❑❑❑ ❑ ❑ O ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ C)❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ No M 14 U U U U U U U U U U U U U U 10 g U U U 0 U U U U U U U U U U U U U U U U U U U U U U U U Ul lulU Ul 101U 5 0 13 1111111111111111 U U U U U U U U U U C)U U U 12 U 00 U U 00 U U 00 U U 00 00 U U U 00 U 00 8 7 6 U lul ILIU U11101U U Ulul lu Ulul lulU Ul lul ol lulc> Ul lul lulU U lul lulU U ol lulU U U U U U U U u U U U U U REVISION NO. 7 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 DATE. DATE. DATE. B T L EI RT CAD TECH: CAD TECH: CAD TECH: CONSTRUCTION CHECKED BY.' CHECKED BY., CHECKED BY. 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-24: m XX - INDICATES MR-24 CRATE NO. ON ORDER: XXXXXX 2 1 ¢ a a a a a a ¢ a ¢ a ¢ ¢ a ¢ a a ¢ a ¢ ¢ ¢ a ¢ m m m m m m m m m m m m m m m m m m m m m m m m m THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. BUILDER: BUTLER CONSTRUCTION 03016 ROOF PANEL SCHEDULE ID PART NO, SUFF. LENGTH DESCRIPTION A 560119 699 554-6 22 GA. EAVE PANEL B 560119 699 494-6 22 GA. EAVE PANEL C 560104 643 546-1 24 GA. SPLICE PANEL D 560104 643 510-1 24 GA. SPLICE PANEL E 560105 699 426-6 22 GA. HIGH EAVE PANEL F 560105 699 486-6 22 GA. HIGH EAVE PANEL J 560104 699 546-1 22 GA. SLICE PANEL K 560104 699 510-1 22 GA. SLICE PANEL PROJECT: WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 LL, 5 CL, 0 EQ DRAWING TITLE: AREA A ROOF PANEL LAYOUT LrNE STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 CAD TECH: BLAI R CHECKED BY: DATE.7/21 /03 ENG'R BY. S. THOMAS LEAD TECH: JACKSON DRAWING NUMBER I REV. NO. D1 AREA A —42 loo Z LJ J 0 SPACER BLOCK x g STEP 1 --- CURB ARRIVAL I I (REMOVE, CUT BACK — 5g - —tom 2 1/2 FROM PANEL STRUCTURAL q.� OPENING AND REINSTALL) SUPPORT STEP 2 --- LOCATOR PLAN I STEP 3 - - - PANEL OPENING PREPARATION = MR-24 PANEL CHANNELS 1_0' - 1'-0" DETAIL 3 DETAIL 1 STRUCTURAL I (THIS DRAWING) MR-24 MAIN FRAME ^\( DIM o I (THIS DRAWING) a_ I PANEL VARIES I SCRUBOLT O - CURB OPENING ON V-0" CENTERS R DETAIL 2 � DETAIL 3 DIM DETAIL 2 PANEL OPENING SUPPORT Z THIS DWG.)(THIS DRAWING) FIELD CUT SUPPORT CHANNELS - (THIS DRAWING) ( CHANNEL AS REQ'D INSULATION - - - - - 11 0p DETAIL 1 (THIS DRAWING) CORRUGATION I I CURB CRICKET I I I r- - z I RUBOLT WHO INTERMEDIATE PURLIN MR-24 PANEL — PANEL UPPER END I I I mz (FIE 5/16' 0 HOLES INSULATION I I D� REQUIRED) RETAINER (650209) CURB I I I i- uo OPENING I I up SUPPORT SCRUBOLT WITH INTERMEDIATE PURLIN m CHANNEL (FIELD 5/16" 0 HOLES PLAN VIEWS IN PURLIN) BUTT SUPPORT CHANNELS CURB L J > > AT JOINT ROOF CURB r- c -1 (NOT BY BMC) I CRICKET INSULATION SUPPORT CHANNELSHIPPIROOF o INSULATION (ALIGN UPPER FLANGE INSULATION I SUPPORT CRATE (FIELD i i o m I OpLpe (FIELD SLIT AT WITH EDGE OF PANEL I SUIPPORT RETAINER CHANNEL ROOF ti/y CORNERS -FOLD PANEL OPENING) CHANNEL I \ _ PANEL • I I OVER SUPPORT PURLIN HANDLING METHODS DETAIL DUE TO THE LIGHT, SHEET METAL I I "'•,,, OF \�5 L CONSTRUCTION, CARE MUST BE USED "'� E pGF � _ IN THE HANDLING. I I � GJ� 5 ZPURLIN LOCATION PLAN �.�o-�� CURB ARRIVAL I •' I q 6, DETAIL 2 vP GQ 6"CURB OPENING WHEN ORDERING YOUR CURB ITS IMPORTANT IDENTIFY VARIOUS SIZES ;z INSULATION 1,-6„ TO KNOW THE LOCATION OF THE OPENING SUPPORT NOTE CENTERLINE OF CRICKET Z INSULATION „ IN RELATION TO THE MR-24 PANEL CORRU- CHANNEL OPENING (ON CORRUGATION' OR FLAT') GATIONS. AN IMPORTANT FACT TO REMEMBER IS I !� PANEL OPENING TO ALLOW CLEARANCE FOR THE ROOF RUNNER 2 SPACER BLOCK PANEL OPENING LENGTH WIDTH (SEE ROOF RUNNER CLEARANCE DETAIL). cF _ • LOCATE THE CENTER OF THE CURB OPENING IN I ROOF CURB r NOTE: ADDITIONAL SECONDARY RELATION TO THE ROOF PANELS AND THE ROOF SECTION B-B (NOT BY BMC) I 5" STRUCTURALS MAY BE PURLINS BY MEASURING FROM THE NEAREST REQUIRED -DESIGN I FRAME LINE AND FROM THE BUILDING'S EAVE. I P PANEL ROOF PANEL INSULATION REQUIREMENTS TO BE •INSTALL THE SUPPORT CHANNELS TO THE PURLINS OPENING RETAINER PROVIDED BY BMC. I BEFORE INSTALLING THE ROOF PANELS (SEE SUPPORT CHANNEL SUPPORT CHANNEL INSTALLATION DETAIL). 5 1/2" 'kALLOW PURLIN - INSULATION UNIT SUPPORT FRAME I ROOF CLEARANCE I SECTION - _ "A -A" RUNNER. SPACER BLOCK _ (NOT BY BMC) PURLIN — — — . — . — . — — ' — ' — ' — ' — ' — ao� INSULATION F ERECTION SEQUENCE ROOF PANELS INS SUPPORT CHANNEL STEP 1 (SLIDE INTO PLACE- I A; INSPECT CURB UPON ARRIVAL. INSPECT ALL WELDS FOR CRACKS OR ATTACH TO PURLIN I CURB I FORCE THRU SPACER F DETAIL BLOCK)OTHER DAMAGE DURING SHIPMENT. (FASTENERS TYPICAL ROOF OPENING NOT BY BMC) I — — — — — — — — — — — — — — B: IDENTIFY VARIOUS SIZES AND NOTE CENTERLINE OF CRICKET ON 00 "CORRUGATION" OR "FLAT." - -"ES NS AND ALL PROPOSED WORK MR-24 1) C: TAKE CARE WHEN HANDLING CURB. USE PROPER METHODS AS SHOWN PANEL WARNING It ARE SUBJECT TO ANY CORRECTIONS IN STEP # 1. NOTE: I, I CURB CURB BASE IS LIGHT GAGE REQUIRED BY FIELD INSPECTORS THAT STEP 2 I� ALWAYS USE FALL PROTECTION LE (NOT BY BMC) SHEET METAL. USE WOOD MAY BE NECESSARY IN ORDER TO I A: WHEN ORDERING YOUR CURB IT IS IMPORTANT TO KNOW THE LOCATION WORKING BLOCKING OR OTHER OF THE OPENING IN RELATION TO THE MR-24 PANEL CORRUGATIONS. I COMPLY WITH ALL APPLICABLE CODES, I AN IMPORTANT FACT TO REMEMBER IS TO ALLOW CLEARANCE FOR THE MATERIALS WHEN MOVING ROOF RUNNER IF YOU HAVE A SEAMED IN CURB. (SEE ROOF RUNNER — — — — — — — — OR HOISTING CURB. CLEARANCE DETAIL) S< Op I STRUCTURAL I O PANEL STRAP I B: LOCATE THE CENTER OF THE CURB OPENING IN RELATION TO THE ROOF 560101 PANELS AND THE ROOF PURLINS OR JOIST. NOTE- ROOF RUNNER CLEARANCE DETAIL I NOTE: UNIT SUPPORT FRAME C CURB (NOT BY BMC) I STEP 3 UNIT SUPPORT FRAME MUST BE IN PLACE BEFORE I * MUST BE IN PLACE BEFORE MR-24 ROOF A: IF LOCATION OF CURB IS KNOWN BEFORE INSTALLATION OF ROOF, INSTALLING FLASHING CURB. ALLOW CLEARANCES FOR THE ROOF RUNNER AND THE INSTALLING FLASHING CURB FLANGE NUT INSTALL SUPPORT CHANNELS AS SHOWN IN STEP # 3. SEAMING OPERATION AT BOTH SIDE CORRUGATIONS PURLIN OF THE CURB. 097190 B: SET CURB (FLASHING CURB FOR HEAVY UNIT) ON ROOF AND USE FOR UNIT SUPPORT FRAME INSTALLATION - - - - - - - _ I TEMPLATE TO MARK CURB OPENING. REMOVE CURB. (2000-4000 POUND UNITS ONLY) I C. MEASURE FOR OPENING USING CURB OPENING MARKS AS GUIDES. AFTER SECURING PANEL SPLICE SUPPORT CHANNEL 6. D: PANEL OPENING WIDTH IS THE SAME AS CURB OPENING WIDTH. �N �c PLATE TO ROOF PANEL W/SPEED `s DRILL 5/16"0 HOLES I E: PANEL OPENING LENGTH IS 1'-l" ABOVE CURB OPENING AND 6" NUTS ---SEE SEALANT APPLICATIONS. A EACH END AS SHOWN ee ee BELOW CURB OPENING. (SEE SECTION B'-B) SEAL TACK -WELD JOINTS e 6 USING PANEL STRAP AS SECTION C-C OF CURB PANELS HEAVILY TEMPLATE (LIGHT CURB 2000 POUNDS OR LESS) I F: CUT PANEL OPENING, DO NOT CUT INSULATION'. WITH GRAY SEALANT, 016688 <�°� STEP 4 SET CURB IN PLACE -FIELD °R�°P A: IF HEAVY CURB (2000-4000 LBS.) IS REQ'D, INSTALL UNIT SUPPORT CAULK PERIMETER DRILL 5/16" OHOLES-REMOVE �i q °° COUNTER FLASHING I FRAME. IF LIGHT CURB(2000 LBS. OR LESS) IS REQ'D, START W/NOTE B. OF CURB BASE i UNIT SUPPORT FRAME (NOT BY BMC) ROOF PANEL CURB. % \ \ (NOT BY BMC) B: SET CURB IN PLACE OVER ROOF OPENING AND FIELD DRILL 5/16" 0 WITH GRAY SEALANT i� f� REQUIRED FOR 2000-4000 POUND FILL VOID WITH P 016688 (CONTINUOUS) SECURE PANEL SPLICE PLATES �i �� �H. UNITS ONLY. SEE INSTALLATION DETAIL LOOSE INSULATION SEALANT (560185) I HOLES AS SHOWN. HOLES ALONG SIDE OF CURB BASE ARE A PROX. "SEE IMPORTANT NOTE TO PANEL AND COMPLETE i BEFORE INSTALLING CURB. FLASHING CURB ON 1'-6" CTRS. LOCATE MINIMUM OF 6" FROM PANEL CLIP TABS. SEALANT APPLICATION �!� _ (NOT BY BMC) REMOVE CURB AND SET ASIDE. BEFORE INSTALLING ROOF o CURB. @�� MR-24 ROOF MR-24 ROOF I C: CLEAN PANELS OF ALL DEBRIS, DRILL SHAVINGS AND EXCESSIVE OIL. IN o 1/8"x1" PANLASTIC INSULATION �% MUST CLEAN ROOF PANELS IN AREA WHERE CURB WILL REST WITH d "M ETHYL- ETHYL- KEYTON E" AND DRY RAGS. WIPE CLEAN. 027893-CENTER NM AMO ��� i� CAUTION: NO SMOKING! 0 CURB BASE OVER 5/rHOLES 1/8'xl" PANLASTIC 027893 F< C `R ��� i� I � (CONTINUOUS) CONTINUOUS -APPLY - - - - - - E!p Dlj - - - - D: SECURE PANEL SPLICE PLATE 560100 TO PANEL WITH SPEED NUT n DIRECTLY OVER PROJECTION �qe I 095241. CAULK 5/16"0 HOLES W/PANALASTIC 025392 BEFORE o 3/8" 0 BEAD -GUN SCREWS. "Z" PURLIN S s, INSTALLING SPEED NUTS. ROOF PANEL GRADE PANLASTIC a 025392-CENTER 1/4" FLAT SPEED NUT 095241 PURLIN SUPPORT CHANNEL E: APPLY SEALANT TO ROOF PANEL AS SHOWN IN SEALANT APPLICATION DETAIL. OF 1/8"xl" PANLASTIC 3/8" 0 BEAD -GUN GRADE NUT USED TO HOLD SPLICE SEALANT APPLICATION (CONTINUOUS) PANLASTIC 025392- PLATE IN PLACE AS CURB I F; SET CURB IN PLACE AND ALIGN PREVIOUSLY DRILLED HOLES. TAKE CONTINUOUS -OUTER NOTE: AFTER SECURING IS BEING INSTALLED, SECTION C-C CARE NOT TO DISTURB SEALANT. a (AFTER CURB IS INSTALLED) EDGE 1/8"xl" PANLASTIC. PANEL SPLICE PLATE (2) PER SPLICE PLATE (HEAVY CURB-2000-4000 POUNDS) G: ATTACH PANEL STRAP 560101 WITH FLANGE NUTS AT EACH END OF CURB. TO ROOF PANEL WITH IMPORTANT NOTE SEALANT APPLICATION SPEED NUTS -SEE SEALANT CAULK HOLES WITH PEED NUTS TIC 095392 S BEFORE INSTALLING SPEED ATTACH CURB BASE TO ROOF PANEL AT SIDES W/LOCK-RIVETS, 096306. (GREEN) a i ENSURE THE PANEL AND CURB ARE CLEAN. USING (BEFORE CURB INSTALLATION) APPLICATION PANEL SPLICE PLATE, 560100 W: CAULK CURB PANEL, TACK WELD JOINTS ABOVE AND BELOW CURB W RUBBER GLOVES, TOOL THE SEALANT NEATLY ONTO ROOF URB INSTALLATION SLIT INSULATION AS REQUIRED I WITH GRAY SEALANT 016688. TAKE CARE THAT JOINTS ARE WATER TIGHT. BOTH SURFACES. THIS ALLOWS WATER RUN-OFF TO INSTALL. o BY NOT CREATING A DAM OF SEALANT. STEP # 4 - - - CURB INSTALLATION CAULK PERIMETER OF CURB BASE WITH GRAY SEALANT � �FM. THOMAS P.E. ° SEE SEALANT APPLICATION DETAILS.�NA�����H47L$ 0 REVISION N0. 1 REVISION N0. 2 REVISION N0. 3 REVISION NO. 4 BUILDER: PROJECT.- BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR OBS. 107661 04 Q DATE.' DATE• DATE.' DATE.• BUTLER FLORIDA B L D G CODE 2001 �p[�y� �ppp n CHECKED BY.• DATE.• 7/21 /03 Z o CAD TECH: CAD TECH: (GOONS O RUCT ON BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B ROOF CURB ENGR BY: S. THOMAS LEAD TECH: JACKSON Y w CAD TECH: CAD TECH: L� 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ INSTALLATION DRAWING NUMBER REV NO. CHECKED BY. CHECKED BY. CHECKED BY' CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC # 7 0 3 8 D AREA A - 4 3 Z KC, MO 64120 PHONE 816-24 6000 0 SCRUBOLT 097104 (3) PER PANEL SHIP DIRECT FROM SUPPLIER CAP FLASHING (704209) GUTTER SUPPORT (2'-0" O.C.) GUTTER SUPPORT CHANNEL (2'-0" O.C.) 1 3/8" SUBSTITUTE y SCRUBOLT 097104 FOR GUTTER ATTACHMENT WIDE CONTOUR GUTTER 630216 EAVE CLOSURE 630459 SIDS 097364 (1'-0" O.C.)- TORX HEAD SCRUBOLT - 097362 (819) (6" O.C,) PANLASTIC 027893 (CONTINOUS) EAVE ANGLE (702177) START 1'-O" BEYOND FRAME LINE AT ENDWALL SIDS 097216 (1'-0" O.C.) / PANEL CLIP MR-24 ROOF-7 1 560744 BAR JOIST 'SCRUBOLT 096932 (1'-0" O.C.) FIELD CUT 8 1/2" WIDE STRIP OF 4" INSULATION AND INSTALL 27' EACH SIDE OF FIREWALL ON BUILDING B & C. GABLE TRIM FRONT E.W. LEFT SLOPE 630308 GRID 1 ( RIGHT SLOPE 630475 REAR E.W. LEFT SLOPE 630309 GRID 14 ( RIGHT SLOPE 630476� NOTE: LEFT & RIGHT SLOPES INDICATED AS VIEWED FROM GRID 1 FILL VOID WITH UNFACED INSULATION — Ln `EAVE STRUT 2 TYPICAL EAVE 44 REF. DWG.: D-1080082 D-1080087 D-1080089 MAINTAIN INTEGRITY OF VAPOR BARRIER BETWEEN ROOF & WALL INSULATION AT ALL EAVE, GABLE & TRANSITION CONDITIONS PANLASTIC 025390 SIDELAPS 10' Q ABOVE TRANSITION BR II WALL PANEL SUPPORT ANGLE 630230 SCRUBOLT 097362 (6" O.C.) CLOSURE (026648) SCRUBOLT 097104 (l'-O" O.C.) FLEXIBLE SEAL (SHIPS DIRECT) FLASHING FP0307 MR-24 ROOF PANEL PAN FLASHING /-(ET4062) FILL VOID WITH- UNFACED INSULATION TRIM 620086 WALL PANEL AT AREA 200 COMP. ROOM ANGLE 520040 (SEE DETAIL ABOVE) 2'-4" ('4 AREA 100 ROOF TRANSITION 44 AREA 200 SIMILAR REF. DWG.: D BUC170, D-1080165 N D BUC174, D BUC248 o D BUC591 REVISION NO. I REVISION NO. 2 REVISION N0. 3 a0 DATE.' DATE., DATE.' 0 0 i,, CAD TECH: CAD 7ECH: CAD TECH: 0 0 z CHECKED BY. CHECKED BY. CHECKED BY: 0 WALL ADAPTER 630314 SIDS 097364 (2'-0" O.C.) WALL CLOSURE 640431 BRII WALL PANEL TYPICAL GABLE T IM DETAIL AT GRIDS: 1' & 14' (WAREHOUSE) D' (AREA 100) REF. DWG.: D-1081167, D-108124 5 3/4"f MR-24 ROOF CLIP ATTACH TO GABLE ANGLE AT MIDPOINT BETWEEN ENDWALL JOISTS AND TRUSS PURLINS 2" S.D.S. 097354 MR-24 ROOF PANEL I� GABLE ANGLE NOT 1. CLEAN ALL SURFACES WITH LACQUER T INNER (OR LIKE PRODUCT) PRIOR TO INSTALLI PANLASTIC. 2. FOR 10 RUNS OF PANELING ON EACH IDE OF FIREWALL, CAULK EACH SPLICE FROM EAVE TO RID E WITH VULKEM. CLEAN WITH LACQUER THINNER. DOUBLE CHECK TIGHTNESS OF SPLICE PLATES AFTERWARDS. 3. MASONRY ANCHORS, NOT BY BUCON. GABLE TRIM FRONT E.W. LEFT SLOPE 630309 GRID 1 {RIGHT SLOPE 630476 REAR E.W. LEFT SLOPE 630308 GRID 24 RIGHT SLOPE 630475- NOTE: LEFT & RIGHT SLOPES INDICATED AS VIEWED FROM GRID 12 OR 24 FILL VOID WITH UNFACED INSULATION SW COL. OR INT. SW COL. 'n WALL ADAPTER 630314f� SIDS 097364� (2'-0" O.C.) WALL CLOSURE 640431 BRIT WALL PANEL- ENDWALL - 2" 5 3/4" S.D.S. 097354 MR -24 ROOF PANEL GABLE ANGLE INSULATION -BAR JOIST TORX HD. SDS (T-30 #12-14 X 2" (6" 0. ) INSULATION TORX HD. SIDS (T-30) #12-14 X 2" (6 O.C.) REINF. STRAP (560004) SCRUBOLT (097264)� ® CLOSURE PANLASTIC 027893 (CONTINOUS) EAVE TRIM (630272) CRUBOLT 097104 5 TYPICAL GABLE TRIM DETAIL JAT GRIDS: 1' & 24' (WAREHOUSE) D' (AREA 100) REF. DWG.: D-1081167 D-1081243 REVISION NO. 4 11 DATE. op ll TLE CAD TECH: 0IOJ u�IS�i�� I 4DRIVE Kul CHECKED BY.' 6601 EXECUTIVEKCMO 64120 PHONE0 FILL VOID W/ UNFACED INSUL. S.D.S. (097364) (1'-0" O.C.) WALL CLOSURE (640431) BRII WALL PANEL CORR CLOSURE 560000 PANEL STRAP 560004- PANLASTIC 027893 (CONT.)�, SIDS 097230 (1'- 0" O.C.) SCRUBOLT 097104 (1'-0" D.C. FLEXIBLE SEAL (SHIPS DIRECT) FLASHING (EP9244)� MR-24 ROOF PANEL PANEL CLIP 560744, ROOF 00 INSULATION z I � M 0 1/8 V1-12 /�/ ANGLE 520040 /v CONTINUOUS 3 1/2" BAR JOIST LEG VERT. SKYWEB ATTACHMENT ANGLE CLOSURE (560348) i MR-24 ROOF PANEL I MR-24 CLIP 560743 EAVE MEMBER SKY -WEB �SCRUBOLT 097362 (6" O.C.) HIGH SW SA' 1 HI -SIDE EAVE DETAIL 44 / REF. DWG.: D-1081239 BUILDER: BUTLER CONSTRUCTION 03016 BAR JOIST 3 44 FACE OF EAVE 1/8". FACE OF WALL SCRUBOLT 097104 (6" O.C.) SHIPS DIRECT -EAVE ANGLE EP9248 USE PANLASTIC 025390 BUTT JOINTS -PANLASTIC 025390 CONT. BETWEEN FLASHING / & EAVE ANGLE a• aa v s v e a. T. v v v t— e s 0 e 4„ y O s e s v a. e a' FILL W/UNFACED INSULATION PAN FLASHING EP9314 2'-0" AEROSOL ROOF STEP REF. DWG.: D-1080156 D-1080170 NOTE: SPACER OMITTED BLOCK K THESE PLANS AND ALL PROPOSED WORK CLARITY i ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT PANELC MAYBE NECESSARY IN ORDER TO (60744 \ COMPLY WITH ALL APPLICABLE CODES. BAR JOIST TOP CH PROJECT: WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 SIDS 097354 (DIRECT FROM SUPPLIER) DRILL 5/16 DIA. HOLES FOR SCRUBOLTS 097196 AT (1) JOIST AT EACH ROOF PANEL SPLICE. MR-24 CLIP ATTACHMENT DETAIL SPACER PANEL CLIP 560743 PANEL CLIP 560744 MR-24 ROOF PANEL o� I ``' ROOF INSULATION INSULATION RETAINER 650209 W/SCRUBOLT 096902 \-#9-18xl" HWH TRUGRIP GT TO ATTACH PAN FLASHING TO WOOD PLATE (2'-0" O.C.) (SUPPLIER) CONCRETE WALL 1-t �2) 5/16" DIA: X 1-1/4" SIDS 097460) ALIGN CENTER HOLE WITH t OF TOP CHORD OF BAR JOISTS. v `3/8" DIA. SCRUBOLT (097196) (TYP.) \—BAR JOIST TOP CHORD MR-24 CLIP SPACER DETAIL ( AT BAR JOIST ) STEVEN M. THOMAS,]PE LICENSE NUMBER 4 BUILDING DESCRIPTION: DRAWING TITLE. CAD TECH: BLAIR BLDG CODE 2001 130 MPH WL EXP, B MISC. ROOF & WALLENGR CHECKED BY: DATE: 7/2FLORIDA BY. S. THOMAS LEAD TECH: JAC20 LL, 5 CL, 0 EQ DETAILS DRAWING NUMBER REDI AREA A -44 0 0 N 0 REVISION NO. I DATE. 0 w CAD TECH: 0 O 0 3 CHECKED BY.. z 0 RUBBER CLOSURE (026648)---� SDS 097354 (3,-0" O.C.) MAJOR CORRUGATIONS EAVE TRIM `PAINTED HEAD GH0273 SCRUBOLT (097196) 6" O.C.) SUPPLIER) 1 45 S.D.S. 0973642_z `—EAVE STRUT �l'-0' C.) �4'-O" CANOPY EAVE CONDITION P—P: SDS 097357 (3) PER LAP FURNISHED P—S: SDS 097354 AS NOTED ABOVE PAINTED HEAD S.D.S. 097354 W-D" O.C.)— FIELD CUT ROOF PANEL - TRIM 6201 TAPE PF 027893, CANOPY TRIM FU2026 PAINTED HEAD S.D.S. 097354 (1'-0" O.C.)— 0 [e'►fx�1:A 3" EW 6" SECTION DTE: ALIGN CANOPY ROOF PANEL CORRUGATIONS WITH WALL PANEL CORRUGATIONS) 097354 0" O.C.) I ROOF PANEL CANOPY BEAM TYPICAL CANOPY CORNER BY: Im SDS 097 1'-0" 0. MAJOR C W FP5525 FLASHING, CAULK END LAP PER DETAIL "A". --� 097364 SDS 1'-0" O/C — PANEL CLOSURE 570558—� Z PURLIN AT RUGATI 12 n TUBE PANLASTIC 025392 SECTION 2 45 REVISION NO. 2 REVISION NO. 3 REVISION N0, 4 11 DATE.: DATE BUTLER CAD TECH: CAD TECH: QONSTIRU07TO0N u CHECKED BY CHECKED BY.- 6601 EXECUTIVE DRIVE KC. MO 64120 PHONE 816-24 6000 1/2 CONTINUOUS BEAD OF CLEAR MANUS BOND r—TOP OF FOAM CLOSURE a 00 ro CLOSURE 570555 CONT. BUILDER: BUTLER CONSTRUCTION 03016 FLASHING END LAP 45 PROJECT WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 ILL, 5 CL, 0 EQ FP5525 WALL CLOSURE REF. DET. A NUOUS BEAD OF US BOND. WILL T FROM SUPPLIER. UPPER FLASHING INSTALLATION THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. _ d 4 STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 DRAWING TITLE: CAD TECH: MARTELL CHECKED BY., I DATE: CANOPY ENG"R BY.- S. THOMASI LEAD TECH: DETAILS DRAWING NUMBER DI AREA A -45 7/21/03 z JACKSON Y REV. NO. o 0 o U a CAP FLASHING FP0662 1/4" MASONRY ANCHOR (TYP.) COUNTER FLASHING (704216) SEE DETAIL "D" © EAVE ATTACH ROOF INSULATION W/RETAINER & 1/4" MASONRY ANCHORS (650209) ROOF TRANSITION (704214) - RIGHT SLOPE 704215 - LEFT SLOPE MR-24 ROOF PANEL ROOF INSULATION - BAR JOIST 10, GABLE ANGLE 702176 (LLH) 1 46 "I ri erl uein i RMIN01 1 ivry PANEL SPLIC 560100 & 5 FIELD AS RE, USE FLANGE (097190) TILT -UP FI R EWALL —THERMAX DETAIL "C" NOTE: LEFT AND RIGHT SLOPES INDICATED AS VIEWED FROM GRID 12 OR 24. 'COUNTER FLASHING (704216) DETAIL "B" ROOF TRANSITION �m4212) - LEFT SLOPE 4213 - RIGHT SLOPE MR-24 ROOF PANEL I 1'-0" 6' _ 1'-0` MR-24 CORRUGATION D ETAI L "B" CAP FLASHING FP0662 ��— ROOF INSULATION MASONRANCHORY(TYR)- AND SPACER BLOCK JOIST (TYP.)T EACH iu 13 TYPICAL DETAIL @ FIREWALL FIELD CUT CORRUGATION CLOSURE (560348) AT EAVE DETAIL "D" t A 5/16" BEAD EALANT (025392) EEN LAP JOINTS. Op�N S�opF COUNTER FLASHING FLASHDEK ° MASONRY d d ° ANCHOR a d ROOF--/ LOCKRIVET TRANSITION (096306) D ETAI L "E" SECTION AT EAVE FLANGE NUTS (09.7190)� DOUBLE NUT SPLICES ON TRANSITION FLASHING AND NEXT TWO RUNS OF MR-24 PANELS EACH SIDE OF FIREWALL PANEL STRAP (560101) FIELD CUT TO FIT 5/16"0 B PANLASTIC THERMAX DETAIL "C" PLACE 1/4" BEAD OF VULKEM AT LAP & FEATHER AS NEEDED, FORCE INTO LAP. CAP FLASHING FP0662 DO NOT FASTEN AT SPLICES. I nd a e d d .. e . 4d. as . d, a . aed INSTALL 30 REPAIR CAPS (016518) ' a EACH SIDE OF FIREWALL USING GRAY SEALANT (016688) ^' < °' ° ' aP. a ad a °<. d e ° a ad . / GUTTER HANGER & SUPPORT CHANNEL LOCATION LOCKRIVET 096306 DETAIL"E" (1'-0" O.C. BETWEEN GUTTER HANGERS) REINFORCING ANGLE EUB603 USE OVER OUTSIDE GUTTER LIP DO NOT FASTEN TRANSITION FOR 60' EACH SIDE OF FIREWALL. FLASHING TO EAVE ANGLE. 2 46 TYP. DIET. @ TOP OF FIREWALL ERECTION NOTE: SLIDE FLASHING SUPPORT (560741) ON END OF PARALLEL FLASHING PANEL LIP 4'-0" ON Ci FIREWALL MASONRY (NOT BY E LOCKRIVET 096306 (1) PER SIDE CAP FLASHING • DO NOT PUT-/ FASTENERS AT OVERLAP LOCATIONS. DETAIL"C" COUNTER FLASHING USE PANLASTIC 025392 AT SPLICE • CENTER UPPER CAP FLASHING & HOLES OVER SLOTS IN LOWER CAP FLASHING. 5__�TYP. DET. @ TOP OF FIREWALL 46 % NOTES: 1. CLEAN ALL SURFACES WITH LACQUER THINNER (OR LIKE PRODUCT) PRIOR TO INSTALLING PANLASTIC. 2. FOR 10 RUNS OF PANELING ON EACH SIDE OF FIREWALL, CAULK EACH SPLICE FROM EAVE TO RIDGE WITH VULKEM. CLEAN WITH LACQUER THINNER. DOUBLE CHECK TIGHTNESS OF SPLICE PLATES AFTERWARDS. 3. MASONRY ANCHORS, NOT BY BUCON. FIREWALL 025392 `- INSIDE CORNER TRIM N PARALLEL FLASHING PANEL � a EU8600 - MR-24 ROO SEALANT " PANEL 560185 (CONT.) _ a0 INSTALL REPAIR CAP FLASHING SUPPORT CLIP TO F 560154, USE 025392 PANLASTIC & 2-LR FAB-LOK PARALLEL FLASHING PANEL THESE PLANS AND ALL PROPOSED WORK OrF EACH SIDE (3" FROM END) " " !' ARE SUBJECT TO ANY CORRECTIONS - a AT EACH SPLICE, BOTH SIDES BUILDING B 8c C� OF FIREWALL. CAULK SPLICES REQUIRED BY FIELD INSPECTORS THAT a PANEL SPLICE 4 MAY BE NECESSARY IN ORDER TO PLATE (560100) FIELD CUT To FIT COMPLY WITH ALL APPLICABLE CODES. a 12 SECTION THRU ROOF TRANSITION 4 PANEL TRANSITION @ FIREWALL 4 4 4 6 (FOR FURTHER INFORMATION SEE DWG. C-104217-07) STEVEN M.CENE NUMBERA47919 o a REVISION N0. 1 REVISION NO. 2 REVISION NO, 3 REVISION NO. 4 BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE. CAD TECH: BLAIR 3 40 DATE: DATE• DATE' DATE• CHECKED BY.- DATE.• 7/21 /03 z o BU���I�p * FLORIDA BLDG CODE 2001 ENG'R BY: S. THOMAS LEAD TECH: JACKSON Y w CAD TECH: CAD TECH: CAD TECH: CAD TECH: (GONSTRUCT11 N BUTLER CONSTRUCTION WAL MART 130 MPH WL EXP. B FIREWALL L� 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ DETAILS °�W'"° NUMBER REV. "°• q a CHECKED BY. CHECKED BY. CHECKED BY, CHECKED BY.' 6601 EXECUTIVE DRIV REGIONAL D C # 7 0 3 8 KC, MO 64120 PHONE 816 45-6000 D AREA A — 4 6 0 0 a 0 RE- (5E STEP 1 PANEL CLOSURE AND RETAINER INSTALLATION LAP TRANSITION FLASHING AT RIDGE. FIELD NOTCH CORRUGATION TO PERMIT INSTALLATION OF LOCK SEAM PLUG. p NOTE: FOR PANEL CLOSURE, RETAINER AND RIDGE COVER INSTALLATION PROCEDURES, REFER TO DRAWING D-1080578. STEP 2 RIDGE COVER INSTALLATION I? COVER SUPPORT (6"xl8" FROM SUPPLIER) INSTALL SUPPORT BEFORE RIDGE COVER NEAR END OF RETAINER. METAL RIDGE COVER (560157) NOTE: ALLOW 1/2" CLEARANCE BETWEEN WALL FLASHING AND END OF COVER. Q4 STEP 2A SEALANT APPLICATION JOINT SEALANT (560201) PLACE SEALANT STRIP DOWN ONTO CONTOUR OF METAL RIDGE COVER, WITH EQUAL AMOUNT OF MATERIAL ON BOTH SIDES OF RIDGE CENTER LINE. FORCE HOOD DOWN ONTO RIDGE RETAINERS COUNTER FLASHING RIDGE HOOD (560205) COMPRESSING JOINT SEALANT APPROXIMATELY FIELD NOTCH AS FLATTEN LIPS 5 REMOVE ONE—HALF ITS ORIGINAL THICKNESS (FROM REQUIRED FOR LAP r� FACTORY APPLIED SEALANT. W L SURFACE. 1 1/2) PRIOR TO FASTENING TO I AT Br�UILDING B USE PANLASTIC 027893 NSTALLEDTSHOULD BEOPOSTIONEDOD IS ERLY CONDTION FLASHDECK AROUND PERIMETER WITH SYMETRICALLY ABOUT OF RIDGE COVER, LOCKRIVET (096306) n USED TO ALLOW FOR 025392 BEAD PANLASTIC. �� TRANSITION MUST BE � SLOTTED AT EACH TO SALLOW FORER ATMOVEME T. ION�r`\��I INCREASED MOVEMENT FIELD DRILL 5/16 DIA. HOLES IN RIDGE COVER HOOD FOR ` (2) LOCKRIVETS (096306) TRANSITION MUST BE SLOTTED 2 E ° TO ALLOW FOR MOVEMENT � ROOF TO WALL \ \ II ROOF TO WALL • i � TRANSITION 1� TRANSITION ° s V JOINT SEALANT SEE STEP 2A RIDGE HOOD COUNTER FLASHING O (FIELD CUT FROM MR24 SCRAP) o TUCK TOP EDGE UNDER HOOK JOINT THESE PLANS AND ALL PROPOSED WORK o. ® OF TRANSITION & COUNTER FLASHING. II; ARESUBJECTTOANYCO'RRECTIONS° o USE PANLASTIC 027893 AROUND REQUIRED BY FIELD INSPECTORS THAT PERIMETER. t, MAY BE NECESSARY IN ORDER TO _ COMPLY WITH ALL APPLICABLE CODES. AL L PARTS FURNISHED RI GE HOOD COUNTER FLASHING IN PACKAGE 560208 w STEP 3 TO RIDGE HOOD a o WALL —RIDGE COVER N HOOD INSTALLATION LICENSE NUMBER 47919 a o STEVE � PROJECT: BUILDING DESCRIPTION: DRAWING TITLE.' CAD TECH: BLAIR 0 REVISION NO. 1 REVISION NO. 2 REVISION N0. 3 REVISION NO, 4 BUILDER: a O DATE: DATE DATE. DATE. UTLEIR FLORIDA BLDG CODE 2001 CHECKED BY. DATE: 7/21/03 Z 4 CAD TECH: CAD TECH: CAD TECH: CAD TECH.' CONSTI I p 11� BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B FIREWALL ENc'R BY. S. THOMAS LEAD TECH: JACKsoN Y o u 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ DETAILS DRAWING NUMBER REV. No. o 3 0 CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC #7038 AREA A —46A 00 s Z CHECKED BY. CHECKED BY. CHECKED BY. D KC, MO 64120 PHONE 816-24 —6000 a 0 DATE. - CAD TECH: 0 0 3 Z CHECKED BY: 0 TORX HEAD �T-30) S.D.S. BRII WALL #12-14 X 2' PANEL------., 7 CLOSURE (026649) EZBASE ANGLE DRIP GUTTER (520007) (008497) S.D.S. (097354) (3'—O O.C.) DOCK SEAL PADS 12" DOOR HEADER DOCK SEAL PLATE FF4074 (3) FURNISHED TACK WELD AS REQ'D. P WOOD NAILER SW z (NOT BY BMC) o I 0 "co w 0 0 0 1 TYP. SECT. @ DOCK SEAL 2 (:47 47 BLIND RIVET (096884) V) L BRII WALL PANEL BRII WALL PF DRIP GUTTER 580466 (3'-0 580468 6'-0 HM DOOR FIR) VERT, LOUVER TRIM (FF9775) TORX HEAD (T-30) S.D.S. #12-14 X 2" TYPICAL LOUVER SIDE TRIM �/ 5 \ 4/ 12" DOOR POST DOCK SEAL POST TORX HD SIDS (T-30)—/ #12-14 X 2" DOOR SIDE TRIM ER2120 ® A GJ2588 ® B&C BRII WALL PANEL TORX HEAD (T-30) S.D.S. #12-14 X 2' DOCK SEAL PLATE FOAM CLOSURE FF4074 026649 (TYP.) JAM(3) FURNISHED PER B (TACK WELD AS REQD.) HORZ. LOUVER TRIM (008497) SILL TRIM FF9775 WOOD NAILER SIDS 097364 (NOT BY BMC) (1'-0" O.C.) TORX HEAD (T-30) S.D.S.—/ #12-14 X 2' `—DOCK SEAL PAD BRII WALL PANEL- P. SECT. @ DOCK SEAL CORNER TRIM 620002 CORNER TRIM EU8600 SIDS 097364 2'-6" O.C. BRII PANEL REA 100, 200, AEROSOL HOLLOW f TAL DOOR FIRE 0 g HOLLOW METAL DOOR HEAD 9 OLLOW METAL DOOR JAMB 47 REF. DWG.D-107564 47- )IF. DWG.D-107564 u REVISION NO. I REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 DATE.• DATE., DATE.• BUTLER; 1 CAD TECH: CAD TECH: CAD TECH: CONSTRUCTION CHECKED BY: CHECKED BY..- CHECKED BY., 6601 EXECUTIVE DRIVE KC. MO 64120 PHONE 816-245 0000 BUILDER: BUTLER CONSTRUCTION 03016 PROJECT.• WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 3 47 BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 ILL, 5 CL, 0 EQ TYP HORZ. LOUVER FRAMING PANLASTIC 025392 (CO NT.) HORZ. LOUVER TRIM DET. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 5 MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 DRAWING TITLE. • CAD TECH: BLAIR CHECKED BY: DATE.. 7/21 /03 MISCELLANEOUS ENG'R BY: S. THOMAS LEAD TECH: JACKSON WALL DETAILS DRAWING NUMBER REV. NO. DI AREA A —47 loo