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HomeMy WebLinkAboutPLANS BATCH 09 - PAGES 81 - 90I 0 m DATE: 0 w CAD TECH: 0 0 z CHECKED BY.: z 0 1,192 —10 11 BAYS ® 54'-0" = 594'-0" EAVE STRUT 702278-323-4 EAVE STRUT 38 SEE NOTE 1 TYP. UNO. 27'-0" 27'-0"Typ_ 702278-335-4 81 EW FRAME 196 55 39 TYP. 40 TYP. 1 (TYP.) 3. S9 82 81 81 2-11 22 INTM. SW COL. N STRUT BRACING i n SEE DET. B/22 4 � 2 1 I 3 II ~ 1 STRUT BRACING 0 ^ 4 �I SEE DET, A/22 I a r"�'� (TYP. ® P.5) UNO. w 1 0 3 1 I 4 4 I I I -14 � 1 I 3 1 4 3 `' 1 l0 mcy I I I 3 l 1 1 -1 4'-0" CANOPY 1 I 4 F710 44 TYP. BRACING i 11 1 82 CONNECTION 3 Ll 77 1 1 w 83 4 I 3lei 1 - 3 3 1 76 AT RIDGE ONLY i 83 GRIDS 2 — 11 1 4 1 1 i I 3 TYP. @ EW r2 3 POST U.N.O. 80 1 1 46 TYP. ® INT. COLUMNS 4 I� ' 82 ONLY GRIDS B,C,D,E,F,EJ,K,L,M,N & P r 1 ! I (GRIDS 2 THRU 1 1) 1 AREA 100 BLDG. _ L 11L� � I I i I I I I t— I I I I I I I � I i TYP. BRACT I G 44 CONNECTION 82 � I I I I � 11 11.5 12 13 r-2'-6" ✓E STRUT 2278-335-4 V) z 55 EW POST 0 82 (TYP.) w 5 N cn 80 3 w '- STRUT BRACING 0 J SEE DET. A/22 I w `O i 4 z d 49 am 2 82 i3 z 2 SIM. o iH i 4 80 NO SLIP N o J WLna} co N o- ~ PIEcn -i `- 4 0) EWALL - GABLE ANGLE i 4 702176, TYP. EACH END o 0 I I 77 i 3 i 4 83 CD 00 N 1 i 4 W z i 3 48()) TYP. ® EW m POST U.N,O. a co 3WTI- 1I 1 I 1 75 TYP ® INTER. ROOF 4 83 BEAM BRACING LOC S. TYP INTER, ROOF 75—� BEAM BRACING LOC S. 83 1 1� 3 � I I 58 3 28" DEEP JOIST 51 TYP. i 1_ 1 82 4 TYPICAL UNO. RUN 3 I GABLE ANGLE FJ5475 \ i STRUT BRACING 4 q SEE DET. A/22 Q"—�• 1 (TYP. 0 A.5) UNO. 1 3 11 2 4 I N STRUT BRACING W o i - SEE DET. 8/22 _ _ _ _ _ _ _ _ _ N 196 55 40 TYP. 39 TYP. �4'-0" CANOPY 82 55 gg 81 2-11 27'-0" EAVE STRUT 81 22 g2 EAVE STRUT 702278-323-4 38 SEE NOTE 1 702278-335-4 TYP. UNO. 81 EAVE STRUT 702278-335-4 PHASE C4 PHASE C3 PHASE C2 PHASE 1 ROOF BRACING PLAN AREA "C" REVISION NO. I REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 n DATE.- DATE.• DATE: n 1 TI II F� CAD TECH: CAD TECH: CAD TECH. CONSTRUOMON CHECKED BY., CHECKED BY. CHECKED BY.- 1 EXECUTIVE KC, MO 641 PHONE 8 DRIVE 24° i 3 i i 3 116 85 -i 4 3 4 -i STRUT BRACING SEE DET. B/22 A 5 80 AREA 200 C BUILDER: BUTLER CONSTRUCTION 03016 z = Q z PROJECT: WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 BRACE ROD SCHEDULE 0 PART NUMBER DESCRIPTION THREAD 1 544061-240 1" x 20'-0" RH-LH 2 544051-196 1" x 16'-4" RH-RH 3 544051-192 1" x 16'-0" RH-RH 4 544051-199 1 " x 16'-7" RH-RH 1" TURNBUCKLE: 095272 COL. U) 0 ry m I N I 11'-1 1/2" 4'-9" 11'-1 1/2" f T T ii i COL. EAVE WIND BRACE I EAVE WIND BRACE DIAGRAM NOTES: 1. LOCATE EAVE WIND BRACE AS SHOWN ABOVE. 2. DO NOT MAKE ANY PERMANENT ATTACHMENTS TO TOP FLANGE OF EAVE STRUT (e.g. GABLE ANGLE, TEMPORARY BRACE, ETC.) 3. FOR STRUT BRACING DETAILS SEE DWG. AREA B-22. NOTES: 1.) O INDICATES LOCATION WHERE BAR JOIST BOTTOM CHORD MUST BE WELDED TO CLIP STIFFENER , ETC. SEE APPROPRIATE DETAILS & BAR JOIST PLACEMENT PLAN. 2.) A INDICATES WALL BRACING N 0 0 00 IN N I = U THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THATa MAY BE NECESSARY IN ORDER TO � -� � _�3 w COMPLY WITH, ALL APPLICABLE CODES, W STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 BUILDING DESCRIPTION: DRAWING TITLE CAD TECH. BLAIR a a FLORIDA BLDG CODE 2001 AREA "C" CHECKED BY. DATE 7/21/03 130 MPH WL EXP, B ROOF STRUCTURAL Ell BY- S. THOMAS LEAD TECH: JACKSON Y 20 LL, 5 C L, 0 EQ PLAN o DRAWING NUMBER REV. NO. IDIAREA C —20 Inn 154 87 I -- I --I --� -- - - - - -T, - - - - 24' EAVE S UT 24' CANOPY 153 TYP. ALL 540516-28 4 PURLIN, 702276 TYP. TYP 87 SECTIONS EW. EW POST TYP. MATCH 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 2 '-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" LINE 48'-0" 48'-0" 48'-0" 48'-0" 48" 0' 48'-0" 49'-2" BAYS ,5 cG GF�5 at� D cb cCt (::b B,5 (::b G,5D dD CANOPY LAYOU PLAN - EW @ GRID 1' I I 154 24' EAVE ST UT 24' CANOPY 153 TYP. ALL 87 540516-28 4 PURLIN, 702276 TYp• TYP 87 SECTIONS EW POST TYP. 1'-2" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 2 -0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" MATCH LINE 49'-2" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-O" BAYS C CtD cb C9t Ct CE�5D ob cit ot cyt c�b cat cb G,5D Ct CANOPY LAYOU PLAN — EW @ GRID 1' -- I 27' EAVE STRUT 27' CANOPY F7S P. ALL o 540516-323-4 PURLIN, 702275 TYP. TYP. ECTIONS INTRM. SW SW COL. COL. TYP. TYP. 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0° 27'-0" BAYS U Cit (::b CtU3,5 c�b 4t 5,5 cb 6,5 U 7 5 b 8,5 c:b 9t 10 10,5 CANOPY LAYO PLAN - SW @ GRID A' N O O NOTE: s 1. REFER TO DWG. AREA A-45 = Ni FOR MISC. ROOF TRIM DETAILS = ON 4 -0 CANOPY. 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. N STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 REVISION NO. I REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT- BUILDING DESCRIPTION.• g DRAWING TITLE.- CAD TECH: BLAIR a DATE. DATE. DATE: DATE. BUTLER FLORIDA BLDG CODE 2001 AREA "C" CHECKED BY: DATE 7/21/03 Z W CAD TECH: CAD TECH: CAD TECH. CAD TECH. ������������ BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B CANOPY PLAN ENG'R BY. S. THOMAS LEAD TECH: JACKSON Y L-J 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ DRAWING DRWIING NUMBER REv No z CHECKED BY• CHECKED BY. CHECKED BY• CHECKED BY.• 6601 EXECUTIVE DRIVE REGIONAL DC #7038 AREA C —21 00 5 o KC, MO 64120 PHONE 816-245- 000 a I n � DATE: 0 w CAD TECH: 0 O 3 Z CHECKED BY. 0 N N o l 0 5 a_ , 00 doo 80 w EW ROOF#1 wCD w LBM GE7662 I 80 r� 0 M 0 00 CONV/MEZZ NOT I _0N I SUPPLIED BY BMC.—J 00 N w g I 4 9'-7 3/16" _7FLANGE 9'-7 3/16" BRACE (2) SEE DETAIL 1 1 /80. CENTER BAR -JOISTS (TYP. © EACH EW. M ROOF BEAM) 0 a o a)o o EW ROOF#1 C r w r a oo BM. GK1794 bi Y w u w 0 TYP. UNO. - w 0 77 SIM. 101 85 "C" GIRT 103 P. TYP. UNO. 85 GJ2577 L10" EMBEDMENT TYP. UNO. EW POST 24'-0" 24'-0" 24'-0" SW A' A 5D c B,5 M r) m a. to o- EW ROOF# 1 co 00 w EW f1763 OF#1 a0o GK1794 a- co cwn BM w 0— — w 0 TYP. UNO.-� Y L=Lw c� 101 85 FLANGE BRACE 12'-0" 12'-0" (TYPICAL) 24'-0" 24'-0" 24'-O" V)N j d ONO 12 0-N 1/4 00 W0 w`S I 0 00 w� ROOF LINE 24'-O" EW ROOF#2 BM. GK1832 M M Ln M MZVX � 2 TYP. @ EW N V)i u, EW ROOF#2 o N 0 0 0 o EW ROOF#1 0 � 77 0 ro o 0 0 o BM. GK1832 0� SIM. 101 a m a 0D BM. GK1793 83 p 80 ROOF BEAM a ro 12 a °p 85 Y „ ,� Y „ „ w Y U.N.00 O. �Y 1/41 3Y w(D LLJ C GIRT i0 C GIRT w c� w w 0 GJ2578 GJ2578 101 SIM: X X 102 TYP. 85 BOX STRUT BOX STRUT vg5 544071-285-6 \ / 544071-285-6 M FLOOR LINE. 24'-0" 1 24'-0" 336'-0" 674'-4" D at � E,5 ENDWAL STRUCTURAL ELEVATION AT GRID 12 It O N d- [O 0_ 00 U) E 0 C'4 0 d Do R - OF LINE SIM. 101 85 SIM. 101 "C" GIRT "C" GIRT "C" GIRT 85 GJ2578 GJ2578 TYP. UNO. G J 2 5 7 7— I M o I M Z814 C. 1O" EMBEDMENT TYP. UNO. FLANGE I (TYPICAL), EW POST 24'-0" 24'-0" _ 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" MATCH L INE ob REVISION NO. 1 DATE: CAD TECH: CHECKED BY: H,S cb cit ob at 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 VARIES 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 VARIES 12 9 X .375 9 X .375 0,250 EW POST #5 VARIES 12 1/4 10 X .375 10 X .375 0.188 EW POST #6 VARIES 12 10 X .375 10 X .375 0.250 EW POST #7 VARIES 12 10 X .500 10 X .500 0.250 EW ROOF #1 VARIES 16 6 X .313 6 X .313 0.160 EW ROOF #2 24'-0" 16 6 X .375 6 X .375 0.160 REVISION NO. 2 DATE: CAD TECH. CHECKED BY: REVISION NO, 3 DATE: CAD TECH: CHECKED BY., REVISION NO. 4 Al io S 50 TYP. 82 o x X N 1 1 44 TYP. 82 24'-0" 24'-O" 24'-0" 24'-0" 24'-0" MATCH ALAL L INE cb at dD 4'-9 9/16" 9'-7 3/16" 9'-7 3/16" SEE DETAIL 11/80. FLANGE BRACE (2) CENTER BAR -JOISTS (TYP. ® EACH EW. ROOF BEAM) (000 d� U) co N ar d00 w � Liu w CD Lb �J N of �o 0- co 0to EW ROOF#1 a � C50 w [BM GJ 1817 w11 ZZ 103 TYp, 2 TYP. ® EW 102 TYp, 101 SIM. ,> 13 80 ROOF BEAM 85 U.N.O. 85 85 C GIRT C GIRT I — GJ2580 GJ2579 80 I r) LCONV/MEZZ FIELD LOCATE I NOT 101 TYP. HOLE IN GIRT SUPPLIED BY BMC 85 FOR MEZZ. I o BRACE /-L INE. 12'-0" 12'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 22'-0" 336'-0" 674'-4" (tD ob (tD c CN 5 Ct) P,4 26'-0" MODUL SW Q, ENDWALl STRUCTURAL ELEVATION ol 00 s 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, 7 e3 7/8" TURNBUCKLE: 095048 STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 x BUILDER: PROJECT: BUILDING DESCRIPTION.- DRAWING TITLE.- CAD TECH: BLAIR BUTLER LLSI IJFLORIDA BLDG CODE 2001 AREA C " " CHECKED BY.- DATE.• 7/21 /03 oz COOf��IISTGIUJ'�'D�NNJ BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B ENDWALL STRUCTURAL ENG'R BY. S. THOMAS LEAD TECH: JACKSON Y L-J 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ ELEVATION © GRID 12 DRAWING NUMBER REV NO. o 6601 EXECUTIVE DRIVE REGIONAL DC7038 D AREA C —30 00 s KC, MO 64120 PHONE 816-245 6000 AT GRID 12 INDICATES BEAM IS DIRECTIONAL ERECT WITH DIRECTIONAL MARK TOWARDS EAVE OF BUILDING. BRACE ROD SCHEDULE ❑ PART NUMBER DESCRIPTION THREAD 1 544060-240 7/8" X 20'-0" BRACE ROD RH-LH 2 544050-118 7/8" X 9'-10" BRACE ROD RH-RH 3 544050-096 7/8" X 8'-0" BRACE ROD RH-RH 4 544050-093 7/8" X 7'-9" BRACE ROD RH-RH 5 544050-100 7/8" X 8'-4" BRACE ROD RH-RH INSTALL (2) SAG STRAPS AT 1/3 POINTS ROOF LINE --------------------------_ ------------------ 81 INTRM. SW #1 60 TYP. 15 GIRT 26 TYP. C�3 I TRM. 84 COL. GK1758 82 GIRT GIRTS UNO. gp 53®g24-347-4 81 SW COL NS I I 530925-347-4 (TYP. UNO.) TYP. UNO. I I I 16 TYP. 153 TYP. @ GRIDS II 82 GIRT LOUVER FRAMING 84 DOOR POST EXT, LOUVER FRAMI G 10 530927-359-4 ANGLE 702168, TYP. 80 FP4821, TYP. FP4821, TYP. UNO. 87 1 TO 10.5 I I o 154 GIRT I 20 TYP. GIRT FP5315 (TYP. 4 Typ, 32 TYP. GIRT g7 I GIRT 550328-1p8-0 gp THIS ELEV. UNO.) gp >11,) 530927-158-6 FP5317 DR. HDR. LVR. FRM. FP4584, LVR. FRM, 30 TYP. 32 TYp. LVR. FRM. TYP. FP4821 All81 / 33 TYP. 10 FP4820 FP4820 \ / 2t 'oI I-� 1 o if ] \ / \ //X\ ,( I �\/t 1 111 TYP. 21 \/ TYP 32 33 \/ 81 34 60 21 \ N \/ 0 81 /\ I 81 /\ 81 82 X 81 / \ / /\ o, a / \ / \ 13bTyp. / \ / \ n \/ GIRT o / E / \33 TYP. 550317- / \ / \ / \ 81 FIELD CUT ® / \ FLOOR /\ 058-0 LOUVER OPENING LINE \ DOOR POST, 33 Iyp• LOUVER POST DOCK SEAL POST, GIRT 530927- GH0872, TYP. UNO. A 24 TYP. B 702169 3 x7 HM B FU2894 TYP, UNO. 146-6 TN( 81 81 DOOR UNO. TRASH COMPACTOR 2'-8" 2'-8" 8" 8" 3'-8" 8> 8" 3'-8" 8" 8" 3'-8" 8" 8" 3'-8" 8" 8" -8" OPENING, FRAME W/ 3'-8" 8" 8" 8" 8" 8" 8" 8" 8" 3'-8" 8 8" 3'-8" 8" 8" 3'-8" 8" 8° CHANNEL 541093 11'-8" 3'-8" 9'-10° 8'-6° 5'-0" 8'-6" 8'-6" 5'-0" 8'-6" 8'-6" 4 4" 11'-81, 11'-8" 4'-4" 8'-6" 8'-6" 3'-6"3'-6° 8'-6" 8'-6" 5'-0" 8'-6" 8'-6" 5'-0" 8'-6" IIIII 2'-6" 2'-6" 2'-6" 2'-6 2'-6" 1'-6" l'-6" 2'-6" 2'-6" 2'-6" 2'-6" 1'-2" 27'-0" INTRM. SW. COL. 27'-0" 27'-0" 2 '-0" 27'-0" 27'-0" 27'-0" 27'-0" MRTCH - i54'-0" CSW. COL. LINE 54'-0" 54'-0" 54'-0" 596'-2" c 2,5 cb 3t U 4�5 c5 SIDEWALL STRUCTURAL ELEVATION @ GRID A ---------_- ROOF LINE GIRT 26 INTRM. SW #1 TYP. ® 15 TYP. ® I TRM. COL. GK1758 530924NO.) TYP, UNO. GIRTS UNO. gp 81 SW COLU INS (TYP. UNO.) of 16 Typ• 153 TYP. @ GRIDS 1 80 DOOR POST EXT. g7 1 TO 10.5 ANGLE 702168, TYP. io 20 TYP. 4 TYP. GIRT FP5315 (TYP. GIRT LOUVER FRAMING GIRT 80 gp THIS ELEV. UNO.) FP5317 FP4821, TYP. FP5317 i� r� 30 Typ. DR. HDR. 32 TYP LVR. FRM. LVR. FRM. TYP. 32 LVR. FRM. FP4584, FP4820 FP4820 LVR. FRM, 81 Typ 81 \ / 1 FP4820 81 \ / 21 FP4820 1 o /X\ TYP. 33 � A X R \/ 81 TYP. / \ I int2-0" GIRT //\\ / \ GIRT /\00 \ / \ 81 / \ / \ / \ 33 Typ' x 550317— \ Typ 32 550317—/ \ / \ 058-0 / \ FLOOR / \ /\ 058-0 / \81 /DOCK SEAL POST, DOOR POST,24TYp.FU2894 TYP. UNO. GH0872, TYP. UNO. A B 7' HM TyP, 33 B 3'x7' HM TYP. 81 OR DOOR UNO.2'_8" 2'-8� 2,-8,.8" 8" 3'-8" 8" 8" 3,_8„ 8" 8" 3'-8" 8" 8" 3,_8" 8" 8" 3'-8" 8" 8" 8" 8"8" 8" 8" 8" 3'-8" 8" 8" 3'-8" 8" 8" 3'-8" 8" 8» 8" 8" 8" 8" 8" 8" 3'-8" 8" 8"2'-6" 8'-6" 5'-0" 8-6" 8'-6" 5-0" 8'-6" 8'-6" 5'-0" 8'-6" 8'-6" " 8'-6" 8'-6" 5'-0" 8'-6" 8'-6" 5'-0" 8'-6" 8,-6" 3'_6"3'-6" 88'-6" 5'-0"2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 1'-6" 1'-6" 2'-6" 2'-6" 2'-6" 2'-6" 1'-6" l'-6" 2'-6"2'-6"MRTCH 27'-0" INTRM. SW. COL. 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" MR TCH LINE fL 54'-0" SW. COL. 54'-0" 54 '-0" 54'-0" LINE 596'-2" cb 5,5 ctD C6 5 c7b 7t c8 8,5 dD SIDEWALL STRUCTURAL ELEVATION @ GRID A No- r MATE IAL CHART FAB COLUMNS DESIGNATION 0 ERALL DEPTH OUTER INNER WEB ILI NGTH (IN) FLANGES FLANGES THICKNESS INTRM. SW #1 32' 1/16" 12 8 X .375 8 X ,375 0.250 I p THESE PLANS AND ALL PROPOSED WORK FLOOR FLOORV ARE SUBJECT TO ANY CORRECTIONS LINE N LINE < REQUIRED BY FIELD INSPECTORS THAT -1 � "3 MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, SECTION A SECTION B STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 mREVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR a DATE: DATE: DATE. DATE. low U L OCI � > � CHECKED BY. DATE: 7 21 � BUTLER LS FLORIDA BLDG CODE 2001 AREA C / /03 w caD TECH: CAD TECH: CAD TECH: CAD TECH; �0������JDRIVE BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP, B SIDEWALL ENGR BY. S. THOMAS LEAD TECH: JACKSON Y L_I 0301 6 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ STRUCTURAL ELEVATION DRAWNG NUMBER REV NO, z CHECKED BY CHECKED BY CHECKED BY. CHECKED BY.• 6601 EXECUTIVE REGIONAL DC # 7 0 3 8 AT GRID A D AREA G - 3 Q O a o KC, MO 64120 PHONE0 -------------- -- ROOF LINE GIRT 530924-347-4 INTRM. SW. #1 Typ ® 15 TYP, 0 INTRM. 26 (TYP. UNO.) GK1758 GIRTS UNO. gp SW COLUMNS g1 TYPtDOOR POST EXT.67ANGLE 702168I TY 83 GIRT LOUVER FRAMING GIRT 20 P. GIRT SIM 15 FP5315 FP4821, TYP. UNO. FP5315 80 XXXXXX 80 DOOR HDR. / �n \Tvo rior ITRM. SW. #1 K1758 10'-0" SIM. 36 3' X 4' 81 ACCESS DOOR FRAME OPENING W/ INTRM. SW. #1 SIM. 100 CHANNEL 541093, GK1759 85 FIELD CUT TO LENGTH. TYP. GIRT 33 /\ 530927-232-4 GIRT 81 60 530927-246-4 82 X/ TYPJVT' 81 I II 550317-082-6 530927-208 4 67 / / \ / 33 TYP. \/ \\ TYP. 81 4xl 81 24 _DOCK SEAL POST 81 FU2894 TYP. UNO. A 4-J TYP. UNO. o \ / io � 21 81 / \\ HMD FR/ OPENING `/—DOOR POST, GHO872, TYP. UNO 23 TYP. 81 8" 8" 3'-8" 1 8" 8" 3'-8" 8" 8" 3'-8" 8" 8'-6" 5'-O" 8'-6" 8'-6" 5'-0" 8'-6" 2'-6" 2'- 6 L 2'-6" 2'_6» TCH 77'-n" 27'-0" Iva 54'-0' cb 9,5 8'-6" 2'-6" 18'-0" GIRT 83 550328-203-6 \ \ 17C 88 Le 7' HM [OOR I -GIRT 1-10" EMBEDMENT 530927-220-4 13'x7' HM DOOR ALL STR 12'-7" 17'-5" 54'-0" 596'-2" 18'-7" 10t TION @ MATERIAL Cv FAB COLUMNS DESIGNATION OVERALL LENGTH OUTER FLANGES INNER FLANGES WEB THICKNESS INTRM. SW #1 32'-7 1/16"8 X .375 8 X .375 0.250 INTRM. SW #2 32'-7 1/16"10 X .500 10 X .500 0.250 O. 4 11 BUTLER11 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-245 BUILDER: BUTLER CONSTRUCTION 03016 GIRT 530925-347-4 60 82 15 SILL/HDR TGIRT Qn FF9109 �na��_�a�_a 100 84 00 z 1 0 i., FA z FLOOR ~ LINE 10" EMBEDMENT 27'-0" 54'-0" d5 PROJECT.• WAL* MART FORT PIERCE, FLORIDA REGIONAL DC #7038 FIRE WALL. GIRT 530927-359-4 INTRM. SW. #2 GK1760 10" EMBEDMENT 27'-0" H rI o , o THESE PLANS AND ALL PROPOSED WORK FLOOR N FLOOR ARE SUBJECT TO ANY CORRECTIONS - LINE LINE REQUIRED BY FIELD INSPECTORS THAT - - MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, --7 r W a SECTION A SECTION B STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 BUILDING DESCRIPTION: DRAWING TITLE- CAD TECH: BLAIR Q FLORIDA BLDG CODE 2001 AREA "C" 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 DRAWING NUMBER I REV. No. AT GRID A DI AREA C —32 100 s 1 '-0'1 m 9 m FRAME m 0 m � DATE: s w CAD TECH. 0 0 z CHECKED BY: m 0 INSTALL (3) SAG STRAPS AT 1/4 POINTS, (TYP. ROOF LINE FIRE i INTRM. SW #1 — FRAME OPENING W/ INTRM. SW #1 INTRM. SW 1 TMP' 22 WALL. 84 GK1765 GK1R 64- #1 SIM 81 ILL/HDR CHANNEL 541093, GK1764 GK1763 # THIS GRID gl GIRT F9109 FIELD CUT TO 530925-347-4 LENGHT, TYP. I±02175 60 GIRT GIRT SIM 100TYP. ® INTRM. 26 359-4 82 530927-347-4 530924-347-4 85 15 TYP. C�SW COLUMNS 81 8p GIRTS ULOUVERHDR. 7-- --- ----------- n TYP. U3'X4' ACCESS 67 TYP. THIS GIRT TYP 71 DOOR AREA 100 GIRT LOUVER POST 18 3z 83 COLUMN UNO. 60 530927-347-4 OUTLINE 60 530927-347-4 GE7625 TYP. 80 g1 GIRT 82 10'-9" 82 LOUVER SILL "I(V SIM. 100 o UNO. 530927-335-4 z HDR. FP4821 0 84 roGIRT ~ 550317-39-6 / \ / GIRT 530927- z o i 81 137-6, FIELD r o� xxl\� CUT HM DOOR `~ /-FLOOR LINE �-' B 1 3'x7' HM 21 A 34 DOOR 10" EMBEDMENT TYP. 33 gl HMD FRAMED 81 81 OPENING (TYP. 11- 9) 1'-0, 10" 8'-O" 3'-8" 7'-10" 3'-11 2'-6" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 54'-0" 54'-0" 596'-2" 1� 12 11 5 11 10a5 10 INSTALL (2) SAG STRAPS SIDEW ILL STRUCTURAL E AT 1/3 POINTS, (TYP. BETWEEN GRIDS 8 & 6.5) - - ---- ROOF LINE— - 54'-0" 9,5 GRID Q dD 54'-0" - ---- --- ---- ------------------------------- ------------ ----------------- INTRM. SW #2 g1 INTRM. SW #2 INTRM. SW #2 INTRM. SW #2 GK1762)71 GK1762GK1761 I 1� GK1761 I I I I I 84 I I I I I I I I 80 GIRTSUNO. 53 927- 43-0 I 1 I GIRT 0 86 3 I I 3 702164 I 3 GIR 702277 60 TYP THIS EL UNO I -0g4 I SO I I 80 I 80 82 M r� I I TYP.LOUVER TYP.!432 TYP, SILL/ 702175, LOUVER POSgpHDR. HMD FRAMED 0 LOUVER SILL/ TYP. UNO. GE7625 TYP. LOUVER SILL OPENING HDR. FP4821 UNO. HDR. FP4821 \/ x x x x x \/ W /\ x /\ x / \ / \ HMD FRAMED A 33 TYP. FLOOR g A OPENING AREA 100 81 33 TYP. LINE TYP 3'x7' HM 81 DOOR 1'-2" 3'X7' HM DOOR MATCH L I NE REVISION NO. 1 ] 2'-9" 2'-9" 2'-9" 2'-9" 2'-9" 2'-9^ 2,-9„ 3'-11 6'-3" �3'_8' 8'-0" 8'-0" 5'-6" 8'-0" 8'-0" 5'-6" 8'-0" 8'-0" -8" 7'-9" '-11' 8'-0" 2' -5" 1 1,> 27'-0" _ _ 27'-0" 27'-0" 2 -0" CAD TECH: 54'-0" 7t 54'-0" 596'-2" (at dD SIDEWALL ITRUCTURAL El 5'-6" 27'-0" GIRT I I TYP. 0 INTRM. 26 530924-347-4 SW COLUMNS 81 (TYP. UNO.) ,x� ,x\ xx\ xx\ ,x� ,x\ 2'-9" -0" MVRIAL HART FAB COLUMNS DESIGNATIO DEPTH OUTER INNER WEB (IN) FLANGES FLANGES THICKNESS INTRM. SW 12 10 X .500 10 X .500 0.250 INTRM. SW 12 1/8 8 X .313 8 X .313 0.160 REVISION NO. 2 REVISION NO. 3 REVISION NO, 4 1 DATE: DATE., BUTLER 1� CAD TECH., CAD TECH: CONSTU" UCT[ION u1 CHECKED BY CHECKED BY: 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-2414 BUILDER: BUTLER CONSTRUCTION 03016 2'-9" 8'-0" 54'-0" 27'-0" PROJECT. WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 2'-9" 8'-0" ob 2'-9" 8'-0" 5'-6" 27'-0" 0) I C FLOOR N LINE _I SECTION A BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 ILL, 5 CL, 0 EQ 2'-9" 8'-0" 54'-0" LOUVER SILL/ HDR. FP4821 ►1 =1 AREA 100 1'-2" MR TC_H_ LINE 2'-9" 2,-g„ 8'-0" 3'-8" 8'-0" MATCH 11" 11" 27'-0' LINE 4t U 0 0 00 0 o THESE PLANS AND ALL PROPOSED WORK _ M ARE SUBJECT TO ANY CORRECTIONS FLogREQUIRED BY FIELD INSPECTORS THAT u N E; MAY BE NECESSARY IN ORDER TO COMPLY o WITH ALL APPLICABLE CODES. W SECTION B STEVEN M. THOMAS, P.E. E LICENSE NUMBER 47919 If DRAWING TITLE: CAD TECH: BLAIR a a AREA „C CHECKED BY: DATE.• 7/21 /03 z SIDEWALL W Y ENG'R BY: S. THOMAS LEAD TECH: JACKSON STRUCTURAL ELEVATION o DRAWING NUMBER REV. No. AT GRID QID1 05 AREA C —33 100 c M M 0 M O MH TCH LINE czb REVISION NO. 1 REVISION NO. 2 00 DATE.• DATE., DATE. 0 0 w CAD TECH: CAD TECH: CAD TECH: 0 0 z CHECKED BY: CHECKED BY., CHECKED BY: o LOUVER POST GE7625, (TYP. 16'-3" 27'-0" REVISION NO. 3 ROOF LINE. INTRM. SW #1 INTRM. SW #1 INTRM. SW #1 GK1761 CK1761 FGK1761 GIRT 530927 GIRT 530925-347-41 -359-4�11 GIRT 530924-347-4 g0 GIRTS NO. I g6 SWP COLUMNS I I 82 (TYP. UNO.) 18 TYP. i 80 I HMD FRAMED LOUVER POST 18 TYP. 80 UVER SILL / 21 OPENING GE7625 LOUVER SILL/ R. F 702175,HDR. FP4821 P. UNO. FLOOR /� �� �� �� THIS ELOEV7U O227 P GIRT 7 LINE TYP. 33 3'0' HIM DOOR TYP. 33 A 32 TYp, B GIRT 530927 81 S1 81 TYP. -201-6 2'-9" 2'81 3'-11" 2'-9" 2'-0" 2'-9" 2'-9" 2'-9" 2'-9„ 8'-0" 8'-0° 12'-4" 8'-0" 3'-8° 8'-0° 8'-0" 16'-3" 8'-0" 5'-6" 8'-0" 8'-01, 16'-3° 1'-81, 11" 27'-0" 17'-C)" 27'-0" 27'-0" 27'-0" 54'-0" 54'-0" 54'-0„ 596'-2" 3,5 c3 2b dD 1t SIDEWAL STRUCTURAL ELEVATION C GRID 0 M TERIAL CHART FAB COLUMNS DESIGNATIot OVERALL DEPTH OUTER INNER WEB LENGTH (IN) FLANGES FLANGES THICKNESS INTRM. SW 1 32'-7 1/16" 12 1/8 8 X .313 8 X .313 0.160 154 87 l'-2" M O M THESE PLANS AND ALL PROPOSED WORK rl ARE SUBJECT TO ANY CORRECTIONS r l I C REQUIRED BY FIELD INSPECTORS THAT o MAYBE NECESSARYIN ORDER TO _ COMPLY WITH ALL APPLICABLE CODES. FLOOR �O FLOOR N LINE LINE I I � a SECTION A SECTION B STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 REVISION NO. 4 BUILDER: PROJECT. BUILDING DESCRIPTION: DRAWING TITLE; CAD TECH: BLAIR DATE.' oUTILFEIR FLORIDA BLDG CODE 2001 AREA "C" CHECKED BY: DATE.• 7/21/03 CONS [IUC u I]Ohi�l1 BUTLER CONSTRUCTION WAL MART 130 MPH WL EXP. B SIDEWALL ENGR BY: S. THOMAS LEAD TECH: JACKSON Y CAD TECH: �k , I_J 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ STRUCTURAL ELEVATION DRAWING NUMBER REV. ND. CHECKED BY., 6001 EXECUTIVE DRIVE REGIONAL DC #7038 AT GRID Q a KC, MO 64120 PHONE 816-245 6000 D AREA C - 3 4 100 5 N N N M N d d ~ N N N Q Q H N't 0 N N H F- rc4~ ~ V)N Q Q o� 0" �� dap D-00 ~ �� � � v~ n Q Q N o o� V) o't 0� adro a- co 0 0o Y 3Y EW ROOF#1Lf) 3Y 0 oo 0 rn 0 In a- 00 a oo p_ oo EW ROOF#1 SEE3 Y 3 Y w CD w 0 BM. GK1793 w 0 o d- a_ oo o_ ao o 1 � Y � Y TYI © EW 2 � w 0 ROOF LINE w � NOTE 1. gp � Y 1 4 w 0 o_m Y GK1794 3Y 3 wc� 12 w0 BOX STRUT 196 Y EW ROOF#1 w GIRT, 530925— w 83 w 0 w 0 w 0 UNOROO. BE 8p (TYP. UNO.) / — — — 544071-279-6 w c� — — — — — 89 BM. GK1792 311-4 — — TYP. 73 GIRT, 530927— _ x U.N.O. 83 1 323-4 31RT� 4,3TYP4LINO, DOOR POST EXT. 15 TYP, 26 TYP. H bj SIM. 50 60 TYP. THIS DOOR HEADER 20 TYP. 16 TYp• 4 TYP. 4 GIRT FP5320 153 TYP. co g2 3 2 82 GRID UNO, FP4584, TYP g0 80 ANGLE, 702168 TYp 80 80 TYP. THIS ELEV. 87 U.N.O. 80 U.N.O. 81 FLG. BRACES > I I'd �J 157 DO �/J I I 87 21 21 �j 0 to 81 81 0 154 193 TYP. ® z 87 89 BOX STRUT `O = HMI FLOOR FRAMED LINE OPENING GIRT o GIRT D DOOR POST GIRT DOCK SEAL HMD FRAMED 134-0 j CHANNEL 8" 8" TYP. 8 8" GH0872, TYP 23 TYP. 30 P. TYP. 33 32 Ty 24 TYP. FP53E9 (TYP) FTM FRAMING FP53E9 TYPICAL 0 543260 TYP. �Typ. UNO. TYP. p UNO. 81 81 S1 81 81 8" 550328-134-0 POST U.N.O. 81 ® NON LOUVER OPENING 8" 3'x7' —2'-2" EW POST TYP. 2 —2 2'-2" 3'x7' HM. DOOR LOCATIONS. 2,-2» HM DOOR TYP. TYP. 1'-9" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8°-6" 8'-6" 8'-6" 8'-6" 8'-6" 7'-9" 6'-0" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6° 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 7'-9" 6'-0" Mf1TCH MODULES 3 —6 48'-0" —9" 3'-6" EW POST TYP-6 — 1»-9" 3'-6" 1 _9» 3 _6 — 1" —9 3 —6 1 —9 3 —6 — 1» —9" 1'-9" 3"-6" — 1''-9" 3'-6" l'-9'' 3 —6" _ 1'-9" 3'-6" 1'-9" 3'-6" 1; —9" L INE 48 0 48 0 48 0 48 0 48 0 48 —0 336'-0 SYMM, ABOUT RIDGE (UNO) SW 674'-4" Q' �Q at (±D N,5 CtD M,5 L,5 (tD K,5 U J,5 cb H,5 c tDEWALL STRUCTURAL ELEVATION AT GRID 1 > N N N N 81 SIM: 0] V~7 ^ (~ to (~!7 ~ ~ N N N N w EW ROOF 1 aa?o a� 000 p0 0N v~i � � ~ � � ~ N N N 84 w # EW ROOF#1 d oo o_ ap 0 o � p � N rn c0 � � v~i � n BM. GK1793 w y 3 Y BM. GK1794 Y 12 0 o 00 0� 0 M o oo 0 0 w c� W 0 3 Y o 0o r� 0 cn ao TYP. UNO. w c� 1/4 w 11 SEE 3 Y Y ° orp w o0 o ao o M a 2 TYP. ® EW 80 NOTE 1. w `� 7C�OF�PO�jj w 0 ROOF LINE w gp ROOF BEAM w w Y Y 67 IL ao ° °OUNO. 0 w0w 0 TYP. THIS 60 3 Y EW ROOF#1 83 GRID UNO. 82 ``' 0 GK1792 w 019615 TYP.980 GIRT, 530924— GIRT, 530925— 1 31 1-4, TYP. UNO. 31 1-4 �� - 't�� 73 TYP. 26 TYP. ® 153 TYP. GIRT, 530927— 83 THIS GRID UNO. 16 TYP. DOOR HEADER 20 TYP. ANGLE, 702168 4 Np GIRT FP5320 gp FP4584, TYP gp 80 TYP. THIS ELEV. 81 FLG. BRACES 87 U.N.O. 323-4 3 TYP. 50 2 BOX STRUT J /J /J 1 544071-279-6 82 21 82 81 OPDNING MED SIM. 50 84 0 82 I o zIN O 21 154 oa I FLOOR m LINE 81 87 D DOOR POST 23 TYP. 30 TYp, DOCK SEAL n p 33 32 TYP. 24 TYp, LOUVER FRAMING LOUVER FRAMING INSTALL (2) SAG STRAPS GIRT 530927-307-6 8" 8" TYP. 8" 8" GH0872, TYP POST 702163, TYP TYP UNO. np TYP. UNO. 81 81 TYP, UNO. 81 81 81 FP5319 (TYP) U.N.O. 81 ® NON LOUVER L AT 1/3 POINTS. (FIELD CUT AT DOOR) 2 —2 EW POST TYP. 2 —2 LOCATIONS. 3 X7' 1'-9" TYP HM NP DOOR 4'-3" MHTCH 8'-6" 8'-6" -8'-6" 8'-6" 8'-61, -8'-6" 8'-6" -8'-6" 8'-6" 8'-6" 8'-6" -8'-6" 8'-6" 8'-6 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 19'-9" LINE 3'-6" 1'-9" 3'-6" 1'-9" 3'-6" 1'-9" 3'-6" 1'-9" 3'-6" 1`-9" 3'-6" 1'-9" 3'-6" 1'-91, 3'-6" 1'-9" 3'-6" 1'-9" 3'-6" 1'-9" 3°-6» 1'-9" 3'-6" 1'-9" 3'-6" 48'-0" EW POST TYP. 48'-0" 48'-0" 8'-0" 48'-0" 48'-0" 48'-0" SYMM. ABOUT RIDGE (UNO) 136'-0" 1'-2" Ir 74'-4" 1L SW G 5 c E,5 ctD E,5 D,5 cb c C,5) cb COD cb A,5 � A' a M ENDWALL STRUC RAL ELEVATION AT GRI 1 MATERIAL CHART FAB COLUMNS DESIGNATION OVERALL LENGTH DEPTH (IN) OUTER FLANGES INNER FLANGES WEB THICKNESS EW POST #1 VARIES 12 1/4 9 X .375 9 X .375 0.188 EW POST #2 VARIES 12 1/4 8 X .375 8 X .375 0.188 EW ROOF #1 24'-0" 16 6 X .313 6 X .313 0.160 ro ® INDICATES BEAM IS DIRECTIONAL o ERECT WITH DIR CTIONAL MARK TOWARDS EAVE F BUILDING. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS NOTES: ' REQUIRED BY FIELD INSPECTORS THAT 1.Q FLANGE BRACE CH ENDWALL ROOF MAYBE NECESSARY IN ORDER TO BEAM AT THE (2 CENTER JOISTS ES i 00 FLOEOR - LIN-`'.... - 0 SEE DETAIL 11/ COMPLY WITH ALL APPLICABLE COD 1 1/4" TURNBUCKLE: 095274 o' a BRACE ROD SCHEDULE ❑ PART NUMBER DESCRIPTION THREAD 1 544063-240 1 1/4" X 20'-0" BRACE ROD RH—LH 2 544053-064 1 1/4" X 5'-4" BRACE ROD RH—RH 3 544053-071 1 1/4" X 5'-11" BRACE ROD RH—RH 122 SECTION D STEVEN M. THOMAS, P.E. 2 LICENSE NUMBER 47919 If REVISION NO. T REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT? BUILDING DESCRIPTION: DRAWING TITLE.- CAD TECH: BLAIR DATE. DATE. DATE. DATE: BUTILIER FLORIDA BLDG CODE 2001 AREA "C" CHECKED BY.• DATE.• 7/21/03 ow CAD TECH: CAD TECH: CAD TECH: CAD TECH: �O�V���l1�lJON BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B ENDWALL STRUCTURAL ENG'R BY.• S. THOMAS LEAD TECH: JACKSON Y 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ ELEVATION © GRID 1DRAWING NUMBER REV. ND. CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY.• 6601 EXECUTIVREGIONAL DC #7038 z KC, MO 64120 PHONE0 - --- C — 3 5 0 0 s a NOTE: DOUBLE NUT SPLICES ON FIRST (2) PANEL RUNS AT ENDWALL IMPORTANT NOTE: INSTALL ROOF PANEL CLIPS AT 2.4' SPACING ALONG GRID 1. INTERMEDIATE CLIPS ATTACH TO GABLE ANGLE AT MIDPOINT BETWEEN JOISTS. `T" `T' Q 4 271'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-o" FRAME TYP. �•`,11111111111111111111111'm1111111111111111111111C=;11111111 IIIIIIIIIIIIIII'�mlllllllllllllllllllllll� �JIIIIIIIIIIIIIIIIIIIIII''mlllllllllllllllllllllll ®�IIIIIIII Illllllllllllllm'lllllllllllllllllllllll Illllllllllllllllllllllmlllllllllllllllllllllll; � �IIIIIIII IIIIIIIIIIIIIII;�11111111111111111111111'<�� �illlllllllll'11111111'111�'II'II1111111111'IIIIII�IIIIIIIII1111111"I'Ill�llll"111111111'Il'llll� USE 1CORUGATI FROM THE ILENDWALLT 44 FIRST (5) RJOISTS ONS UPSLOPE FROM THE EAVE JOIST._ Q 1 44 o � 0 o REVISION NO. 1 REVISION N0. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: DATE.• DATE: DATE: DATE: o Co3MTLC R y CAD TECH: CAD TECH: CAD TECH: CAD TECH: CON ST R U CT M BUTLER CONSTRUCTION u 03016 3 CHECKED BY. CHECKED BY.' CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-24 6000 0 1'-0" PROJECT• WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 Cp 11 R Z O LL- Cp AREA C-41 AREA C-43 AREA C-40 AREA C-42 KEY PLAN (AREA C) 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 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 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 ME1.13 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 MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. DRAWING TITLE: AREA "C )) ROOF PANEL LAYO U T STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 CAD TECH: B LAI R CHECKED BY: DATE: ENG'R BY: S. THOMAS LEAD TECH. DRAWING NUMBER DI AREA C —40 7/21/03 z& JACKSON W Y REV. NO. o 00 U 0 17 0 REVISION NO. I DATE: 0 Lu CAD TECH: 0 0 3 z CHECKED BY.,0 4 2N F7-0" C� USE DETAIL 8/44 AT (14) CORRUGATIONS FROM THE ENDWALL, FIRST (5) JOISTS UPSLOPE FROM THE EAVE JOIST. IMPORTANT NOTE: INSTALL ROOF PANEL CLIPS AT 2.4' SPACING ALONG GRID 1. INTERMEDIATE CLIPS ATTACH TO GABLE ANGLE AT MIDPOINT BETWEEN JOISTS. DATE - CAD TECH: CHECKED BY.• REVISION NO. 2 DOUBLE NUT SPLICES ON FIRST (2) PANEL RUNS AT ENDWALL DATE.: CHECKED BY., REVISION NO. 3 Gnu_ ■' DATE. - CAD TECH: CHECKED BY: 4 54'-0' 10 15 U 25 30 35 REVISION NO. 4 4 54'-0" 1 44 0 IS 19 0 29 0UTLIS11 1 QONSTRUC TI]O 1 6601 EXECUTIVE 1 MO 64720 PHONE 816 271'-0N 54'-0' 3 13 I: IN 3 4 54'-0N BUILDER: 7 12 17 22 3 BUTLER CONSTRUCTION 03016 4 54' 16 21 31 PROJECT.- 4 WAL* MART FORT PIERCE, FLORIDA REGIONAL DC #7038 1'-0N Cp AREA C-41 AREA C-43 AREA C-40 AREA C-42 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 560105 643 1 571-4 1 24 GA. MR24 RIDGE PANEL G 560105 643 629-1 24 GA. MR24 RIDGE PANEL N 560105 699 571-4 22 GA. MR24 RIDGE PANEL fl 699 582-2 22 GA. MR24 SPLICE PANEL 699 629-1 22 GA. MR24 RIDGE 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 ME1.13 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 LL, 5 CL, 0 EQ THESE PLANS AND ALL PROPOSED WORK j ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. _ - o STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 DRAWING TITLE: CAD TECH: BLAIR AREA "C'> CHECKED BY.- DATE: 7/21 /03 Z ROOF PANEL Y ENG'R BY.- S. THOMAS LEAD TECH: JACKSON LAYOUT o DR4WING NUMBER REV ND. a D AREA C -41 00