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HomeMy WebLinkAboutPLANS BATCH 07 - PAGES 61 - 700 M O 00 � DATE: 0 0 w CAD TECH: 0 0 0 3 CHECKED BY.• z 0 702274-129-4 81 GIRT 530925 CUT (2) FROM 84 INSTALL GIRT 530927 -347-4 - - ROOF LINE - - - - - - - - - - - - - - - - - - - - SAG STRAP -359-4 - - - - - - - - - - - T70227 - - GIRT FIREWALL INTRM. SW COL. #1 15 TYP. 0 530924-347-4 36 OOR POST EXT. TYP. 0 INTRM. 26 GK1754 (TYP. UNO.) 9'-0" 81 IELD CUT FROM SW COLUMNS gl gp GIRTS UNO. (TYP. UNO.) 4-125-2 GIRT FP5315 153 TYP. 0 GRIDS 22 TYp. ® 100 TYP. 60 16 TYP. LOUVER FRAMING (TYP. THIS ELEV. UNO.) 87 13.5 TO 24 g1 THIS GRID 85 82 HEADER 80 FP4821, TYP. UNO. DOOR POST EXT. ANGLE 702168, TYP. 702274-143-4 GIRT LOUVER FRAMING 32 TYP. SIM. 26 702274-117-4 4 TYP. 20 TYP. FP4821, TYP. 81 81 CUT (2) FROM GIRT 702164 gp 80 FP5317 DR. HDR. 33 TYP. GIRT 32 TYP 30 TYP. LVR. FRM. LVR. FRM. FP4584 81 214 GIRT 530927 550317- 89A -153-6 78 78 81 81 FP4820 1 FP4820 TYP. 033-0 �( 83 83 1 \/ 32 TYP. 0 0 81 21 35 35 21 \/ \ in z /\ LOUVER FRAMING 81 81 T 81 /\ / n GIRT /\ 33 TYP. FP4821 81 33 TYp. 23 TYP. X 550317- FLOOR 81 81 81 058-0 LINE B DOOR POST LVR. FRAME 24 �P B 3'x7' HM DR. A DOCK SEAL POST, 3'x7' HM DOOR 702162 FP4820 Typ DOOR POST, FRAMED OPENING 81 GH0872, TYP. UNO. FU2894 TYP, UNO. 8 UNO. „ , " , „ , , „ „ --2'-8" , 8 „ „ 2'-8"- - ,J „ p > , „ „ ,"3-8 , , „ , ,,„, q "„ „,"„ "6'-O" 6'-3" 88" 3'-8" 8" 8 3 -8 8' 8 3 -8' 8 8 8' 8 8 8 8 8 3-8" 88 8 8' 8" 8' 3 -8 8' 8' 3 -8 8' 8 3'-8 8 8 3 -8 8 8 8'-6" 5'-0" 8'-6" 8'-6" 5'-0" 8'-6" 8'-61, 3'- "3'-6" 8'-6" 8'-6" 5'-0" 8'_6" 8'-6" 5'-O" 8'-6" 8'-6" 5'-0" 8'-6" 8'-6" 5'-0" 8' 6" 2 -9 2 -6 2 -6 2 -6 2 -6 1 -6 1 -6 2 -6 2'-6" 2'-6" 2'-6" 2' 6" 2'-6> 2'-6" 27'-0" INTRM. SW. COL. 27'-O" 27'-0" 2 '-0" 27'-0" 27'-0" 27'-0" 27'-0" MATCH 1'-0" 54'-0" SW COL. 54'-0" 54'-0" 596'-2" 12 13 5 14 14,5 15 15,5 16 16 5 17 13 SIDEWALL STRUCTURAL ELEVATION @ GRID A ROOF LINE-,,,,., - - - - - -- - - - - - - - - - - - - - - - - - - TYP. S INTRM. 26 5 GKR 4S(TYP. LUN01.) (TYP. GIRT 53092UNO.) 4 SW COLUMNS 81 UNO.) GIRT FP5315 15 TYP. 0 153 TYP. 0 GRIDS LOUVER FRAMING 16 TYP. TYP. THIS ELEV. UNO. DOOR POST EXT. FP4821, TYP. UNO. 80 ( ) g0 GIRTS UNO. g7 13.5 TO 24 ANGLE 702168, TYP. 4 TYP. 20 TYP. GIRT LOUVER FRAMI G 32 TYP. 80 80 FP5317 FP4821, TYP. 81 DR, HDR. 32 TYP. 30 TYP. LVR. FIRM. 33 TYP. 33 FP4584 81 81 FP4820 FP4820 M 81 81 TYP. X Eli Vzr'P LOUVFRAMING 33 TYP. 23 TYP. o� a I� rx\1058-0 GIRT /\ FP4821 81 550317- FLOOR LINE 24 TYP, A 3'x7' HM DR. g Ll'��DOOR POST, DOCK SEAL POST, GH0872, TYP. UNO: B 81 Np• FU2894 TYP. UNO. UNO. 2'-8" 2'-8" 8" 8" 3'-8> 8" 8" 3'-8" 8" 8" 3'-8° 8" 8" 8" 8" 8" 8" 8" 8" -8" 8" 8" 3'-8" 8" 8" 3'-8" 8" 8" 3'-8° 8" 8" 3'-8" 8" 8" 3'-8" 8> 8" 3 _8„ 8° 8" 3'-8° 8" 8" 3'-8> 8" 8° 8'-6" 5'-0" 8'-6" 8'-6° 5'-0" 8'-6" 8'-6„ 3'-6"3'-6" 8'-6" 8'-6" -O" 8'-6" 8'-6" 5'-O" 8'-6" 8'-6" 5'-O" 8'-6" 8'-6" 5'-O" 8'-6" 8'-6" 5'-0 8'-6" 2'-6" 2,-6„ 2,_6„ 1'-6" 1,_6„ 2'-61, 2'4, 2'-6' 2'-6" ' 2'-6" -6" 2'-g" 2'-g" MATCH 27'-0" INTRM. SW. COL. 27'-0" 27'-0" -0" 27`-0" 27-0" 27'-O" 27'-0" MATCH LINE LINE 54'-0" SW COL. 54'-0" 54'-0" 54'-0" 596'-2" 17 17,5 18 18 5 19 19 5 20 20 5 21 SIDEWALL STRUCTURAL ELEVATION @ GRID A N _ o IL ILI M O W I 0 \ r 0 (o o a -in THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO o fl a I � FLOOR FLOOR -FLOOR m LINE `� LINE LINE �f COMPLY WITH ALL APPLICABLE CODES. T SECTION A SECTION B SECTION C STEVEN M. THOMAS, P.E. Lo LICENSE NUMBER 47919 M ERIAL CHART FAB COLUMNS OVERALL DEPTH OUTER INNER WEB DESIGNATION LENGTH (IN) FLANGES FLANGES THICKNESS INTRM. SW # 32'-7 1/16" 12 8 X .375 8 X .375 0.250 REVISION N0. 1 REVISION N0. 2 REVISION N0. 3 REVISION N0. 4 BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE.CAD TECH: BLAIR • 3 DATE: DATE. o CHECKED BY. DATE. 7/21 /03 z DATE BUTLER FLORIDA BLDG CODE 2001 AREA "B" II ENG'R BY: S. THOMAS LEAD TECH: JACKSON CAD TECH:. CAD TECH., CAD TECH: CONSI11 IR to BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP, B SIDEWALL Y IJ 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ STRUCTURAL ELEVATION DRAWING NUMBER REV. NO. CHECKED BY. CHECKED BY. CHECKED BY. KC, MO 66601 4120 EXECUT PHOIVE NE 8 DRIVE 2 5- 6000 REGIONAL DC # 7 0 3 8 AT GRID A D AREA B — 31 (DO a 0 I DOOR POST, GH0872, TYP. UNO TCH INTERM. SW COL. #1 INSTALL (3) SAG STRAPS INTERM. SW COL. #1 INTERM. SW COL. #2 GK1754 AT 1/4 POINTS. GK1754 ROOF LINE GK1755 -- --�-- ----- 15 TYP. ® 26 SW GIRT INTRM. 530924-347-4 GIRT gp GIRTS UNO. 81 SW COLUMN I t (TYP. UNO.)� 530925-347-4_1 I I I TYP. @ GRIDS 153 I I 16 TYP. 13.5 TO 24 g7 GIRT I DOOR POST EXT, THIS ELEV, UNO.) gANGLE 702168, TYP. GIRT GIRT I 20 TYP. 4 FP5317 530927-270 80 80 LOUVER FRAMING FP4821, TYP.-7 LVR. FRM. LVR. FRM. I 30 TYP. 32 TYP. DR. FP4584, FP4820 21 FP4820 11 21 I 18 21 81 81 TYP. 81 80 tj \ GIRT XLOUVER o / P ST TYP. 23 /\ n \/ /\ \ \ \\ / \\ 702169 \\ 81 \\ 33 TYP. \\ 05830 / FLOORI // 81 J: / \ LINE I DOOR HM LOUVER FP4821, FRAMING TYP. UNO. GIR 21 530 27-270-0 DOCK SEAL POST, FU2894 TYP. LINO. A 8" 8" 8'-6" 3'-6"3'- -6" 27'-0" 81 FIEL CUT AS REQ'D. TYP. TIL UNO. TRASH COMPAC OR OPENING, FRAM W/ CHANNEL 5410 3 32 TYP. 81 33 TYP. 81 F ird BLDG. � INSTALL SAG STRAPS- — - - I 81 84 I I 60 GIRT I 69 82 530927-359-41 83 I GIRT, 530927-146-6 FIELD CUT GIRT HM DOOR. POO m 16- No c a WE _- 2 16,11.1 IN- 8" 8" 3'-8" 8" 8" 3'-8" 3 _8„ 8" 8" 3'-8" 8° 8" 3'-8" 8" 8" 3'-8" 8" 8„ 3'-8" 8" _78�-6" 5'-0" 8'-6" 23'-4" 8'-6" 5'-0" 8'-6" 8'-6" 5'-0" 8'-6" 8'-6" 16'-0" 2'-6" 2'-6" Li, -10" 1'-10" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6° 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 7' HM DOOR 4MED OPENING '-1 1 54'-0" 54'-0" 54'-0" 596'-2" 21,5 22 22 5 23 23,5 24 MATERIAL CHART FAB COLUMN DESIGNATION OVERALL LENGTH DEPTH (IN) OUTER FLANGES INNER FLANGES I EB dICKNESS INTRM. SW #1 32'-7 1/16" 12 8 X .375 8 X .375 0.250 INTRM. SW #2 32'-7 1/16" 12 10 X .500 10 X .500 0.250 - N a REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 n DATE. DATE: DATE DATE. BUTLER '4 w CAD TECH. CAD TECH: CAD TECH: CAD TECH: CONSTRUCTION I� o u z CHECKED BY.• CHECKED BY. CHECKED BY CHECKED BY.' 6601 EXECUTIVE DRIVE o I I I KC, MO 64120 PHONE 816-24° @ GR BUILDER: BUTLER CONSTRUCTION 03016 PROJECT.- WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 a� I N O THESE PLANS AND ALL PROPOSED WORK N ARE SUBJECT TO ANY CORRICTIONB - ml REQUIRED BY FIELD INSPECTORS THAT FLOOR MAY BE NECESSARY IN ORDER TO LINE N FLOOR E R COMPLY WITH ALL APPUCASLE COM, - - m -7_��-�3 w a � SECTION A SECTION B STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 g BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR Q FLORIDA BLDG CODE 2001 AREA "B" CHECKED BY. DATE: 7/21/03 Z 130 MPH WL EXP. B SIDEWALL ENG'R BY: S. THOMAS LEAD TECH: JACKSON Y 20 ILL, 5 CL, 0 EQ STRUCTURAL ELEVATION DR4WING NUMBER REV. NO. AT GRID ADIAREA B —32 00 5 •1 IR 11 M 0 � DATE: n oCAD TECH: s 0 3 Z CHECKED BY.• 0 0 I 0 Lo in 0 I Do 0 I 0 I 0 TYP. 81 INSTALL (3) SAG .STRAPS — INSTALL (2) SAG STRAPS AT 1/4 POINTS. 84 AT 1/3 POINTS. ROOF LINE-------------- --------------------------------- 12" INTRM. SW COL. #1 12" INTRM. SW COL. #1 60 SW O INTRM. 26 15 TyP. ® GK1756, TYP. UNO. GK1757, TYP. UNO.----.,102 I SW COLUMNS gl GIRT 82 I 1 g0 GIRTS U 530927-325-1 85 I I GIRT I I I GIRT GIRT 60 151 1 530927-359-4 I I I GIRT -347-4 530924-347-4 82 87 102 SIM. 103 1 (TYP. UNO.) 85 85 102 TYP. 84 rIRT I I 217 60 60 217 GIRT 85 I 217 LOUVER FRAMING GIRT GIRT GIRT GIRT 30927-330-6 I 89A FP4821, TYP. FP5315 69A 530927-342-6 82 53092 347-4 82 530927-342-6 89A FP5317 28 TYP. ® "C" GIRTS I 18 TYP. [GIRT 702277 12" "C" GIRT GJ2582, GIRT I I 60 80 60 (TYP. THIS 18 TYP. 32 TYP. 21 Typ 60 81 4'-0" OC. (TYP. GRIDS 18-21) 530927-359-4 I I 82 82 ELEV. UNO.) 80 81 81 82 GIRT I 530927-325-1 151 SIM., FIELD 87 WORK REQ'D. 67 TYP. 32 GIRT 21 \ / 83 81 / / / / / / 530927-213-6 81 550317-020-3 /x\ /x\ /x\ It /x\ _2FT /x\ /xx A xJ@GIRT FLOOR GIRT / / / / x / x / x \ LINE O 530927-335-4 GIRT GIRT GIRT, 530927-250-6 GIRT TYP. 33 B D 530923-056-0 530923-056-0 33 P. FIELD CUT @ HM DOOR. 3'x7' HM B 1'-7" a "' 530927-158-6 81 TYp 24 TYP. 81 DOOR oN GIRT 530923-056-0 81 FRAMED OPENING z EDGE OF FIREWALL w w 11" ill -81, 3'-8" 8'-0" 8'-0" 5'-6" 8'-0" 8'-0" 5 6" 8'-0" 8'-0" 16'-3" 13'-6" 5'-10" 3'-8" 4'-O' 13'-6" 13'-6" FLANGE BRACE o m o 2 -9 2 -9 „ 2'-9" 2'-9° „ 2'-9" 2'-9" (TYPICAL) w 1 -2 27'-0 27 -0 27 -0 2 -0 27 -0 27 -0" 27'-0" 27'-0' 54'-0" 54'-0" 54'-0" 54'-0„ 596'-2" MR TCH LINE REVISION NO. 1 DATE.• 23 5 23 22,5 22 21,5 z1 20,5 ctD ')TRUCTURAL ELEVATION @ GRID Q ROOF LINE, ROOF LINE AEROSOL BLDG. ------_—_ --_—_ --_—_ INTRM. LGK1757TYP. -- ------- _--------- ---#- _ - M. TYPWI -- -- ----------------- M. GK1756TYP.UNO-- GK1756TYPWUNO- _ INTRM.--------------------LR RWLGK1757 M FLANGE BRACE (TYPICAL) 27'-0" 54'-0" 195 REVISION NO. 2 DATE: CAD TECH: CHECKED BY: 103 85 m1mwomf W • • 13'-6" 1 13'-6" 27'-0" REVISION NO. 3 DATE: CAD TECH: CHECKED BY: 83 TYP. 84 X 12" "C" GIRT GJ2582, (TYP. GRIDS 18-21) R I o N I Zw o6 o6 �T a� w m w 0 27'-0" In I 0 0 I m MATCH LINE 151 GIRT GIRT 15 TYP. GIRT 0 SIM. 102 87 530927-325-1 530925-347-4 gp GIRTS UNO. 530924-347-4 85 (TYP. UNO.) 60 0 82 ;n LOUVER FIRM. LOUVER FRM. 32 TYP. LOUVER FIRM.m 151 FP4821 GIRT 702277 702175, TYP. W18TYP.TMp 32GIRT FP4821 81 GIRT (TYP. THIS ELEV.UNO. I 81 530923-056-0 530923-038-0 UNO.) Lo / x x x x x x x I FLOOR // // \N // \1� \\ // xx // �� co LINE I g LOUVER POSTD n p GIRT GIRT GIRT GIRT EDGE OF FIREWALL TYP. 33 GE7625 TYP. B 33 TYP. 530927-213-6 530923-051-6 530923-056-0 530923-056-0 GIRT FIELD CUT 0 81 UNO. 550317-019-0 81 24 TYP. HM DOOR. 3'x7' HM DOOR 81 FRAMED OPENING 11 11 2'-5" 1 1" 8' 0" 3'-8" 8'-0° 81 _0" 3'-8" 8'-0" 8'-0" 12'-2" 4p-1" 8'-0" 5'-6" 8'-0" 2'-9" 2'-9" 1'-3" 2'-9" 2'-9" 2'-9» 2 -0" 27'-0" 27'-0" 2T-0° 27'-0" MATCH LINE 54'-0" 54'-0" 54'-0" 596'-2" ,5 1818 2 17 1 3 16 SIDEWALL STRUCTURAL ELEVATION @ GRID Q 0 ERIAL CHART EAB COLUMNS A OVERALL DEPTH OUTER INNER WEB LENGTH (IN) FLANGES FLANGES THICKNESS 32'-7 1/16" 12 1/8 8 X .313 8 X .313 0.160 REVISION NO. 4 11 UuLF=,R I C OO NSTMMC4DRIV�E 6601 EXECUTIVEKC, MO 64120 PHONE0 0 THESE PLANS AND ALL PROPOSED WORK I � - FLOOR FLOOR FLOOR' m ARE SUBJECT TO ANY CORRECTIONS N LINE N LINE LINEu" REQUIRED BY FIELD INSPECTORS THAT �i�`�— �c W MAYBE NECESSARY IN ORDER TO i g 3 � " w COMPLY WITH ALL APPLICABLE CODES. T a SECTION B SECTION C SECTION D STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 BUILDER: PROJECT. BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR a g FLORIDA BLDG CODE 2001 AREA "B" CHECKED BY: DATE.• 7/21/03 ENc'R BY: S. THOMAs LEAD TECH: JACKSON BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B SIDEWALL r 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ STRUCTURAL ELEVATION DRAWING NUMBER REV. NO. a [� AREA B -33 00 REGIONAL DC #7038 AT GRID Q a 0 REVISION NO. I DATE 0 w CAD TECH: 0 0 0 3 CHECKED ! z 0 DATE: CHECKED BY., 0 I MATCH Lo-INE REVISION NO. 2 T26 TYP. ® INTRM. 81 JSW. COLUMNS I rLOUVER U0o175, TYP I N. 81 2'-9" 8'-0" DATE CAD TECH: CHECKED BY: 530923-056-0 (TYP. UNO.) 33 TYP. q88 4 TYF 81 1 2'-9" 2,_g„ 2'-9„ 5'-6" 8'-01, 8'-0" 5'-6" 8'-0" 27'-0" 1 27'-0" 54'-0" ROOF -LINE - -�-------- --------------- INTRM. SW COL. #1 FIRE GK1756 (TYP.) WALL., 15 TYP. GIRT GIRT GIRT gp GIRTS UNO. 530924-347-4 530925-347-4 530927-359-4 (TYP. UNO.) (TYP. UNO.) 60 ` 82 18 TYP. GIRT 67 TYP. 32 GIR GIRT 80 702277 (TYP. 83 81 LOUVER FRM. 530 27-213-6 530923-038-0 THIS ELEV. UNO. FP4821 ix\� x�\ FL OR A//\/ — //x\� //x\� //x\� //xNl\ //x\N, GIRT 3'x7' HM DOOR B 21 TYP. 550317- A TYP, 33 LOUV R POST FRAMED OPENING TYP. 81 056-0 81 GE76 5 TYP. 1'-0°' UNO. 2'-9" 2'-9" 2'-9" 2'-9" 2'_9" 2'-9" 11 11>° 8'-0" 12' 4" '-11 _ 5'-6" 8'-0" 8'-0" 5'-6" 8'-0" 8'-0" 3'-8" 8'-0" 2'-9" 27'-O" 27'-0" _ 27'-0" 27'-0" 54'-0" 596'-2" 15 14�5 'ATION @ GRID MATE IAL CHART FAB COLUMNS DESIGNATION ERALL NGTH DEPTH (IN) OUTER FLANGES INNER FLANGES WEB THICKNESS INTRM. SW #1 32' 7 1/16" 12 1/8 8 X .313 8 X .313 0.160 REVISION NO. 3 REVISION NO. 4 11 DATE BU7LEI CAD TECH: GUNSTI �j U(Cj CHECKED BY: 6601 EXECUTIVEKC. MO 64120 PHONE0 BUILDER: BUTLER CONSTRUCTION 03016 PROJECT• WAL* MART FORT PIERCE, FLORIDA REGIONAL DC #7038 54'-0" r i m I 0 I FL00R N LINE it I SECTION A BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 ILL, 5 CL, 0 EQ ZZ 0 -GIRT 550328 039-6 R ash 0 m THESE PLANS AND ALL PROPOSED WORK o ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT = ml o MAY BE NECESSARY IN ORDER TO 9W .Y WITH ALL APPLICABLE CODES. - LINE I SECTION B DRAWING TITLE - AREA "B" SIDEWALL STRUCTURAL ELEVATION AT GRID Q 0 w CL STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 - CAD TECH BLAIR a i CHECKED BY: DATE.• 7/21 /03 z ENG'R BY- S. THOMAS LEAD TECH: JACKSON Y DRAWING NUMBER REV. N0: o AREA B —34 100 s ■ BOX STRUT 544071-285-6 TYP. 50 82 MR TCH LINE 0 Lo Ln �r �' a00 a00 w EW ROOF#2 w GK1817 0 I I O N d oo wY 0 EW ROOF#1 GJ2573 EW POST 26'-0" 22'-0" IBM cb 4'-9 9/16" 9'-7 3/16 SEE DETAIL 1 1 /80. �00 o(y) 0_ r, 24'-0" ow M 1 Om 0 V)00 Q 00 co^ w EW ROOF#3 0 00 aO M w VV) GK1793 w 0 w cYa �x BOX STRUT 544071-285-6 2 2 �x� �x� o TYP. 44 82 EW POST 24'-0" 24'-0" 24'-0" dJ y 24'-0" 24'-0" 9'-7 3/16" FLANGE BRACE (2) CENTER BAR -JOISTS (TYP. ® EACH EW. ROOF BEAM) 0 '. a o00 EW ROOF#1 GK194 TYP. U TYP. UNO. 10" EMBEDMENT TYP. UNO. 24'-0" 0 Oo 00 °° a o0 �1/4 w 3- MATERIAL CHART FAB COLUMNS DESIGNATION OVERALL LENGTH DEPTH (IN) OUTER FLANGES INNER FLANGES WEB THICKNESS EW POST #1 VARIES 12 1/4 8 X .375 8 X .375 0.188 EW POST #2 31'-3" 12 8 X .375 8 X .375 0.250 EW POST #3 VARIES 12 1/4 9 X .375 9 X .375 0,188 EW POST #4 31'-9" 12 10 X .375 10 X .375 0,250 EW POST #5 38'-10" 12 1/4 10 X .375 10 X .375 0.188 EW ROOF #1 VARIES 16 6 X .313 6 X .313 0,160 EW ROOF #2 26'-0" 16 6 X .500 6 X .500 0.188 10" EMBEDM TYP. UNO. 24'-0" REVISION NO. I REVISION NO, 2 REVISION NO. 3 REVISION NO. 4 DATE.- DATE• DATE.• DATE.• r, 0 w CAD TECH: CAD TECH: CAD TECH., CAD TECH: 0 0 0 z CHECKED BY. CHECKED BY. CHECKED BY., CHECKED BY. o■ I I I I I I I I KC, Et5 r) M M Lo c� 0^ o- 77 0p 00 0o V)'n aoo oo a- co ao>o �ro aoo EW ROOF#1 83 a- 00a� a 00 12 1/4� '"Y wY w� GK1793 wy Y W w 3Y U' W p' W U' U' w 0 ROOF LINE - - 2 TYP. @ EW 80 ROOF BEAM U.N.O. O I 0 �t LINE. 24'-0" I 24'-0" I 24'-0" 336'-0 674'-4" M L�5 ctD ENDWAL STRUCTURAL ELEVATION AT GRID 13 M rn O O O N N a- 00a00 00 o 00 w� w� wo RO F LINE 84 / ROOF BEAM U.N.O. LINE. 24'-0" 124'-0" I 24'-0" 336'-0" 674'-4" cb Cf�5D cb ENDWALL STRUCTURAL ELEVATION AT GRID 13 ICATES BEAM IS DIRECTIONAL EJECT WITH DIRECTIONAL MARK TCIWARDS EAVE OF BUILDING. 24'-0" 24'- 0" 24'-0" ob 24'-0" 24'-0" 9'-7 3 4'-9 9/16" 16 9'-7 3 16" SEE DETAIL 11/80. FLANGE BRACE (2) CENTER BAR -JOISTS (TYP. 0 EACH EW. M ROOF BEAM) a o EW ROOF#1 a 0 m 0 GK1794 0) a r" w cY� TYP. UNO. w; wCD w Y m 24'-0" 24'-0" MR TCH LINE (Ft ct � N m � wcYa�rrEW ROOF#1 GK1792 wy 5 80 I vi M CONV/MEZZ NOT I 00 q SUPPLIED BY BMC. o n N N W 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" ODULES tM '-2" SW cb at cb cEt C6`= N O M O 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. BRACE ROD SCHEDULE ❑ PART NUMBER DESCRIPTION THREAD 1 544059-240 3/4" X 20'-0" BRACE ROD RH-LH 2 544049-118 3/4" X 9'-10" BRACE ROD RH-RH 3 544049-096 3/4" X 8'-0" BRACE ROD RH-RH 4 544049-093 1 3/4" X 7'-9" BRACE ROD RH-RH 5 544049-100 1 3/4" X 8'-4" BRACE ROD RH-RH c2 0 y 3/4" TURNBUCKLE: 095047 STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 �� BUILDER: PROJECT. BUILDING DESCRIPTION. DRAWING TITLE. CAD TECH: BLAIR BUT�'E�i FLORIDA BLDG CODE 2001 AREA "B" CHECKED BY.- DATE.• 7/21/03 Z CONSTRUCTION BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B ENDWALL STRUCTURAL ENc'R BY. S. THOMAS LEAD TECH: JACKSON Y L_I 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ ELEVATION @ GRID 13 DRAWING NUMBER REU ND. 6601 EXECUTIVE DRIVE REGIONAL DG7038 D AREA B -35 00 a MO 64120 PHONE 816-245— 000 0 1'-0" 54'-0" 35 30 I EE DWG.SAREA PITION ANEL, S� P2O NOTE: DOUBLE NUT SPLICES ON FIRST (2) PANEL RUNS ADJACENT TO TRANSITION. N O 15 10 5 REVISION NO. I REVISION NO. 2 00 DATE.• DATE DATE: n 0 w CAD TECH: CAD TECH: CAD TECH: 0 S z CHECKED BY: CHECKED BY: CHECKED BY: 0 f s FRAME (TYP.) 54'-0" 34 29 110 14 In l'-0" PANEL RUN TO BE LOCATED NO CLOSER THAN 40'-0" FROM FIREWALL REVISION NO. 3 DATE.• CHECKED BY: 270'-0" 54'-0" 33 13 3 REVISION NO. 4 54'-0" 54'-0" 31 ®l 11111111 ' 111111111111111 [m 21 ®)llllllll 111111111111111�� ®llllllll) 111111llllll111 �lllllllll I11111111111111[[1 F�1111111111 IIIIIIIIIIIIIII«II BUILDER: BUTLER 11 CQQNSTG3UO DON BUTLER CONSTRUCTION L_I 03016 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-245- 000 PROJECT. WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 J J Q = w AREA B-41 AREA B-43 AREA B-40 AREA B-42 KEY PLAN (AREA B DIRECTION OF ERECTION ROOF PANEL SCHEDULE ID PART NO. SUFF. LENGTH DESCRIPTION A 560119 699 603-0 22 GA. MR24 EAVE PANEL B 560104 643 552-2 24 GA. MR24 SPLICE PANEL C 560119 699 545-3 571-4 22 GA. MR24 EAVE PANEL D 560105 643 24 GA. MR24 RIDGE PANEL G 560105 643 629-1 24 GA. MR24 RIDGE PANEL H 560586 643 158-1 24 GA. 12" MR24 PANEL J 560591 643 179-0 24 GA. 12" MR24 PANEL K 560591 699 257-1 22 GA. 12" MR24 PANEL M 560591 643 294-1 24 GA. 12" MR24 PANEL P 560591 699 294-1 22 GA. 12" MR24 PANEL XX - INDICATES MR-24 CRATE NUMBER ON ORDER XXXXXX WARNING: PANELS WITH PROTECTIVE COATING ARE SLIPPERY. PROCEED WITH CAUTION. WIPE CLEAN IF NECESSARY. NOTES: 1. SUBSTITUTE SPACER BLOCK BUC409 (BY SUPPLIER) FOR STANDARD SPACER BLOCK 650409 SHOWN ON STANDARD DRAWINGS. 2. REFER TO ARCHITECTURAL DRAWINGS ME1.12 FOR ROOF OPENING LOCATIONS. 3. REFER TO AREA -A DRAWINGS FOR SECTIONS CALLED OUT ON THIS DRAWING. BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 ILL, 5 CL, 0 EQ 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. STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 DRAWING TITLE. CAD TECH. BLAIR AREA B CHECKED BY: DATE: 7/21 /03 ROOF PANEL ENG'R BY: S. THOMAS LEAD TECH: JACKSON LAYOUT DRAWING NUMBER REV NO. DI AREA B —40 loo co N O TRANSITION PANEL SEE DWG. AREA A-4 NOTE: DOUBLE NUT SPLICES ON FIRST (2) PANEL RUNS ADJACENT TO FIREWALL. REVISION NO. 1 DATE: DATE CAD TECH. CAD TECH: CHECKED BY. CHECKED BY.• REVISION NO. 2 (TYP.) 6> 95 94 �P A3IIA2 �II iiilllllll ��I All �11111�1111111111111111[�]IIIIIIIIIIIIIIIIIIIIIII��IIIIIIIIIIIIIIIIIIIIIIIL' J�1111�1''''1111111111���111111111''111111111''1•�'1111111111'11111111111\� D11111111111111111111111 L%, nolli11u1111111111111111m 111111�1''1111'11111111���"111111111111111111111[�]1111111111''111'''''''l® m 1'-0° PANEL RUN TO BE LOCATED NO CLOSER THAN 40'-0" FROM FIREWALL. REVISION NO. 3 REVISION NO. 4 DATE., DATE: BUTLER ow II I T 21 �� CAD TECH: CAD TECH: CONSTI( UCM u L CHECKED BY: CHECKED BY. 6601 EXECUTIVE DRIVE KC. MO 64120 PHONE 816 // 65�nPn� �F I: 21 1 31 BUILDER: BUTLER CONSTRUCTION 03016 PROJECT: WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 AREA B-41 AREA B-43 AREA B-40 AREA B-42 KEY FLAN (AREA B) DIRECTION OF ERECTION ROOF PANEL SCHEDULE ID PART NO. SUFF. LENGTH DESCRIPTION A 704202 699 603-0 22 GA. MR24 EAVE PANEL B 704199 643 582-2 24 GA. MR24 SPLICE PANEL C 704202 699 545-3 22 GA. MR24 EAVE PANEL D 560105 643 571-4 24 GA. MR24 RIDGE PANEL G 560105 643 629-1 24 GA. MR24 RIDGE PANEL H 560586 643 168-1 24 GA. 12" MR24 PANEL N 560586 643 179-0 24 GA. 12" MR24 PANEL P 560586 699 257-1 22 GA. 12" MR24 PANEL R 560586 643 -294-1 24 GA. 12" MR24 PANEL S 560586 699 94-1 22 GA. 12" MR24 PANEL * PANELS (N,P&R) REQUIRE FIELD NOTCHING FOR SPLICE CONDITION. XX — INDICATES MR-24 CRATE NUMBER ON ORDER XXXXXX WARNING: PANELS WITH PROTECTIVE COATING ARE SLIPPERY. PROCEED WITH CAUTION. WIPE CLEAN IF NECESSARY. NOTES: 1. SUBSTITUTE SPACER BLOCK BUC409 (BY SUPPLIER) FOR STANDARD SPACER BLOCK 650409 SHOWN ON STANDARD DRAWINGS. 2. REFER TO ARCHITECTURAL DRAWINGS ME1.12 FOR ROOF OPENING LOCATIONS. 3. REFER TO AREA —A DRAWINGS FOR SECTIONS CALLED OUT ON THIS DRAWING. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS TNAT i MAY BE NECESSARY 114 ORDER 70 COMPLY WITH ALL APPLICABLE CODES. BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 LL, 5 CL, 0 EQ STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 a DRAWING TITLE: CAD TECH: BLAIR 'a AREA B ROOF PANEL LAYOUT CHECKED BY: DATE: 7/21 /03 z ENG'R BY: S. THOMAS LEAD TECH JACKSON Y k DRAWING NUMBER REV. N0. AREA B -41 100 REVISION NO. 1 DATE: 0 CAD TECH: 0 0 0 3 CHECKED BY.- z 0 54'-0" SIN 36 30 0 Ire C� CAD TECH: CHECKED BY., REVISION NO. 2 54'-0" 41 3 5 DATE: CAD TECH: CHECKED BY., REVISION NO. 3 54'-0" 34 2 I: 10 DATE: CAD TECH: CHECKED BY: 21 326'-0" t 44 54'-0" 54'-0" 54'-0" 111111 IIIIIIIIIIII mll�i �i1111111111'1111111111�1�1'11111 ""111111''�� �111111111111111111111111; : 1111111111111111111�r1 REVISION NO. 4 BUTLER (QUNSTHU TKO11 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-24 6000 m IMPORTANT NOTE: INSTALL ROOF PANEL CLIPS AT 2.4' SPACING ALONG GRID 1. INTERMEDIATE CLIPS ATTACH TO GABLE ANGLE AT MIDPOINT BETWEEN JOISTS. FIELD CUT AT SPLICE TO TRANSITION FLASHING. O Q NOTE: DOUBLE NUT SPLICES ON FIRST (2) PANEL RUNS AT ENDWALL. BLDG "A" 7 57 USE DETAIL 8/44 AT (14) CORRUGATIONS FROM THE ENDWALL, FIRST (5) JOISTS UPSLOPE FROM THE EAVE JOIST. 0 BUILDER: BUTLER CONSTRUCTION 03016 PROJECT.' WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 ro r AREA B-41 AREA B-43 AREA B-40 AREA B-42 KEY PLAN (AREA B) DIRECTION OF ERECTION ROOF PANEL SCHEDULE ID PART NUMBER SUFF. LENGTH DESCRIPTION A 560119 699 603-0 22 GA. MR24 EAVE PANEL B 560104 643 582-2 24 GA. MR24 SPLICE PANEL C 560119 699 545-3 22 GA. MR24 EAVE PANEL D 560105 643 571-4 24 GA. MR24 RIDGE PANEL G 560105 643 629-1 24 GA. MR24 RIDGE PANEL H 560586 643 168-1 24 GA. 12" MR24 PANEL J 560591 643 179-0 24 GA. 12" MR24 PANEL K 560591 699 257-1 22 GA. 12" MR24 PANEL M 560591 643 294-1 24 GA. 12" MR24 PANEL N 560105 699 571-4 22 GA. MR24 RIDGE PANEL P 560104 699 582-2 22 GA. MR24 SPLICE PANEL Q 560105 699 629-1 22 GA. MR24 RIDGE PANEL R 560591 699 294-1 22 GA. 12" MR24 PANEL XX - INDICATES MR-24 CRATE NUMBER ON ORDER XXXXXX WARNING: PANELS WITH PROTECTIVE COATING ARE SLIPPERY. PROCEED WITH CAUTION. WIPE CLEAN IF NECESSARY. NOTES: 1. SUBSTITUTE SPACER BLOCK BUC409 (BY SUPPLIER) FOR STANDARD SPACER BLOCK 650409 SHOWN ON STANDARD DRAWINGS. 2. REFER TO ARCHITECTURAL DRAWINGS ME1.12 FOR ROOF OPENING LOCATIONS. 0 3. REFER TO AREA -A DRAWINGS FOR SECTIONS CALLED OUT ON THIS DRAWING. - 4. CRATE NO. 43 INCLUDES (10) PANELS 560251 643 629-1 TO - - BE USED AS NEEDED. 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. BUILDING DESCRIPTION: DRAWING TITLE: FLORIDA BLDG CODE 2001 AREA B 130 MPH WL EXP. B ROOF PANEL 20 ILL, 5 CL, 0 EQ LAYOUT m (/ w �-GD �3 w STEVEN M. THOMAS, P.E. ° LICENSE NUMBER 47919 Q CAD TECH: BLAIR i CHECKED BY.- DATE: 7/21 /03 oz ENG'R BY.- S. THOMAS LEAD TECH: JACKSON Y DRAWING NUMBER REV. N0. o D AREA B —42 loo 21 326'-0' 1'-0. R 54'-0' 54'-0' 54'-0' 54'-0' '�,������t���t��t��t���t��i©i�♦♦t��t��t�����t���t�����i��t���t���������t��t�♦♦i© k�,11111111111111111111110a D,11111111111111111111111'®'Illllllllllllllllllllllm�lllllllllllllllllllllll;® 54'-0' 2 on 14 3 =UT CON I A 54'-0' 7 A W Pr 1`-0' USE DETAIL 8/44 AT (14) CORRUGATIONS FROM THE ENDWALL, FIRST (5) JOISTS UPSLOPE FROM THE EAVE JOIST. m IMPORTANT NOTE: INSTALL ROOF PANEL CLIPS AT 2.4' SPACING ALONG GRID 1. INTERMEDIATE CLIPS ATTACH TO GABLE ANGLE AT MIDPOINT BETWEEN JOISTS. 5 IN DOUBLE NUT SPLICES ON FIRST (2) PANEL RUNS AT ENDWALL. 31 37 BUILDER: ON I BUTLER CONS RUCTION 6601 EXECUTIVE DRIVE MO 64120 PHONE 816-245 6000 PROJECT. WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 AREA B-41 AREA B-43 AREA B-40 AREA B-42 KEY PLAN (AREA B DIRECTION OF ERECTION ROOF PANEL SCHEDULE ID PART NUMBER SUFF. LENGTH DESCRIPTION A 704202 699 603-0 22 GA. MR24 EAVE PANEL B 704199 643 582-2 24 GA. MR24 SPLICE PANEL C 704202 699 545-3 22 GA. MR24 EAVE PANEL D B60105 643 571-4 24 GA. MR24 RIDGE PANEL G E60105 643 629-1 24 GA. MR24 RIDGE PANEL L 704199 699 600-4 22 GA. MR24 EAVE PANEL S 704199 699 542-7 22 GA. MR24 EAVE PANEL N 660105 699 571-4 22 GA. MR24 RIDGE PANEL P 704199 699 582-2 22 GA. MR24 SPLICE PANEL Q B60105 699 629-1 22 GA. MR24 RIDGE PANEL XX - INDICATES MR-24 CRATE NUMBER ON ORDER XXXXXX ARMING: PANEL$ WITH PROTECTIVE COATING ARE SLIPPERY. PROCEED WITH CAUTION. WIPE CLEAN IF NECESSARY. NOTES: 1. SUBSTITUTE SPACER BLOCK BUC409 (BY SUPPLIER) FOR STANDARD SPACER BLOCK 650409 SHOWN ON STANDARD DRAWINGS. 2. REFER TO ARCHITECTURAL DRAWINGS ME1.12 FOR ROOF OPENING LOCATIONS. 3. REFER TO AREA -A DRAWINGS FOR SECTIONS CALLED OUT ON THIS DRAWING. 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. STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 ILL, 5 C L, 0 E Q AREA B ROOF PANEL LAYOUT CHECKED BY.- DATE: 7/21/03 ENG'R BY.- S. THOMAS LEAD TECH: JACKSON DRAWING NUMBER I REV. No: D AREA B —43 loo 0 a m 1 ah / GABLE ANGLE \ �' S.W. --_ --- BRII WALL PANEL EAVE 4 ANGLE \ GABLE ANGLE 00 ----__ \ \ I BRII j WALL PANEL--\ 2'-8" N N N N N I r 0)N N N NN N N N N N N N d' N N N N N N N N N N N 4" 't N N N N N N N N N N N N N N N FIELD I I I I I I �I of r �I I I I I I I I I I I I I _,► n 00 a r o r� ro n I —►co o r d a0 in N rn o r� o r <r CUT 1' 5" d-It 1 `� `n CO r r r rr r r co o co ,n n cr M M N N N ROOF d d ' It It d �r d a <r 12 1 4� d � 't It d- <t � a do 0 M M LINE FIELD 1/4 / ----------------------- �------CUT __ I o I � r� —el r7 X rl 3'x7' 3'x7' FLOOR 3'x7' HM DOOR HM DOOR LINE HM DOOR 178'-1 ° 13'-1 l ' 10'-1" 18'-2" 5'-10' EW POST TYP. SECTIONS 48'-0" TYP. SA' 24'-0" 24'-0" 24'-0" 24'-0" 24' 24'-0" 24'-O" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 2 EW POST 4'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 10'-4" SYMM. ABOUT RIDGE (UNO) 336'-0" 336'-0" SW SW 674'-4" A' B (tD cb cc�5D ob Cf�5D cb CbD Cb Ft ob G,5 ��5 � HJ�5 � K,5 (L L�5 �,5 MCID5 � N E Q' ENDW L PANELING ELEVATION AT GRID 24 DPANEL PART NO, LEGEND DIRECTION OF ERECTIO 1. ALL PANELS ARE 027162 (970) \ a '\ FINISH FLOOR a BRII WALL PANEL I IIn — — — — — — — — — — — — — — — — — _ — _ J N d i I 4 Q Q Q d D \Q \ .Q a � a- \,, ml THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT !, MAY BE NECESSARY IN ORDER TO E COMPLY WITH ALL APPLICABLE CODES, It N Q STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT.- BUILDING DESCRIPTION: DRAWING TITLE.- CAD TECH: BLAIR 3 Go DATE: DATE.• DATE. DATE. BUTLER FLORIDA BLDG CODE 2001 AREA "B" CHECKED BY. DATE. 7/21/03 Z w CAD TECH: CAD TECH: CAD TECH: CAD TECH: GUNSTRJ TOO BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B ENDWALL PANELING ENGR BY.• S. THOMAS LEAD TECH: JACKSON Y 0 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ ELEVATION @ GRID 24 DRAWING NUMBER R� NO. � 3 CHECKED BY. CHECKED BY. CHECKED BY., CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL D C # 7 0 3 8 D AREA B - 5 O O O S KC, MO 64120 PHONE 816-24 -6000 a 0