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HomeMy WebLinkAboutPLANS BATCH 10 - PAGES 91 - 100'p `p Q '� I 10 cp cp 1'-0" M O 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" FRAME (TYP.) N ❑ ❑ c 0 m U' m U' ❑ ❑ ❑ C7 m ❑ U' ❑ CD ❑ U' ❑ U' ❑ U' ❑ m ❑ U' ❑ C7 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 U' ❑ LD ❑ (D ❑ m ❑ ❑ m ❑ CD m 0 U' u U' U' U'0 0 U' m m U U' U' m U' (D U' U' (7L 0 c c m U' U' 0 U' m CD U o CD 42 41 40 39 38 37 m m m m mm 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 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 im m m m m m m m m m m m mm 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 36 35 34 33 32 31 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 mm w m mm m m m m m m m m m m m m m m m m m m mn m m m m m m m m m m m m m m m m m m mm m m M Mm m m m m m m m m m m m m m m m m m m m m m m m m mm m wm m m m m m m m m m m m m m m m m mm m m a m m m m m m m m m m m m m m m m m m m mm m m m m m m 30 29 28 27 26 25 m m m m m m m m m m m m m m m m m mm 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 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 m m m m m m m m m m m m m m m m m m m m mm a mm m m m m m m m m m m m m m m m m m m m m m mm 24 23 22 21 2C I S Z m mm m mm m m m m m m m m m m m m m m m m m m m m m m m mim 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 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 m m m m m m m m m m m m m m m 'Of m m m m m 18 17 16 15 14 13 7- 2 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 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 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 m m m m m m m m 12 11 10 9 8 7 g a a a a a a a a a¢ a a a a a a a s 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¢ o U U a o a¢ o V a U a U U U o 0 0 0 0 0 0 0 0 0 0 0 0 o c� o U U U U U V V U U o 0 0 0 u o V U U V o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o U 6 4 2 1 f t Y REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 Ht Al ;ION NO. 4 DATE: DATE: DATE., DATE., BUTLER p � �J IpTj p 2 R� oW CAD TECH: CAD TECH: CAD TECH. CDI1V�CAD TECH: CI p UTU-11UCM0 ul o CHECKED BY., CHECKED BY. CHECKED BY.- 6601 EXECUTIVE DRIVE z CHECKED BY. KC, MO 64120 PHONE 816-z' 0 mw BUILDER: 1'-0" R TRANSITION PANEL SEE DWG. AREA A-46 NinTF7• DOUBLE NUT SPLICES ON FIRST (2) PANEL RUNS ADJACENT TO TRANSITION. l'-O" PANEL RUN TO BE LOCATED NO CLOSER THAN 40'-0" FROM FIREWALL. BUTLER CONSTRUCTION 03016 PROJECT• WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 AREA C-41 AREA C-43 AREA C-40 AREA C-42 EY PLAN (AREA C DIRECTION OF ERECTION ROOF PANEL SCHEDULE ID PART NO. SUFF. LENGTH DESCRIPTION A 560119 699 603-0 22 GA. MR24 EAVE PANEL B 560104 643 582-2 24 GA. MR24 SPLICE PANEL C 560119 699 545-3 22 GA. MR24 EAVE PANEL D 560105 643 1 571-4 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 P 560591 1 699 1 294-1 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 ME1.13 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 MANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE 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 AREA "C„ CHECKED BY: DATE: 7/21/03 130 MPH WL EXP. B ROOF PANEL ENG'R BY. S. THOMAS LEAD TECH: JACKSON 20 LL, 5 CL, 0 EQ LAYOUT DRAWING NUMBER I REV. NO. lDl AREA C —42 loo cp Q Q Q 326'-0" cp 54'-0" 54'-0" 54'-0" 54'-0" Q FRAME 1 r 44 (TYP.) ]Illllllllllllllllllllll��lllllllllllllllllllllllmlllllllllllllllllllllll[® ��Jlllllllllllllllllllllll�mlllllllllllllllllllllllmlllllllllllllllllllllll[Q ��eeeeeeeeeeeeeeeeeeeeeeermeeeeeeeeeeeeeeeeeeeeeee� ��eeeeeeeeeeeeeeeeeeeeeee�meeeeeeeeeeeeeeeeeeeeeeem 54'-0" 2 on 14 J 26 3 54'-0" ,1 l'-0" VA 13 19 TRANSITION PANEL SEE DWG. AREA A-46 m m m m m m m m m m m m m m m m m m m 25 m m m m m m m m m m mm mmm m m m NOTE: DOUBLE NUT SPLICES ON II FIRST (2) PANEL RUNS ADJACENT TO TRANSITION. 31 4: C'S Z O ry L- 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 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 699 294-1 22 GA. 12" MR24 PANEL *PANELS N, P & K CODED 560586 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: m 1. SUBSTITUTE SPACER BLOCK BUC409 (BY SUPPLIER) FOR 42 41 40 39 38 37 STANDARD SPACER BLOCK 650409 SHOWN ON STANDARD DRAWINGS. - " " ° - m - - - m m m m m 2. REFER TO ARCHITECTURAL DRAWINGS ME1.13 FOR ❑ o o ❑ o 0 0 0❑ o 0 0 0 0 0 0 ❑❑❑❑ o o❑ o 0 0 0❑❑ o 0 0 0❑ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0❑ o o❑ o 0 0 0❑ o 0 0 o m o 0 0 0 0 o ROOF OPENING LOCATIONS. ; z THESE PLANS AND ALL PROPOSED WORK 3. REFER TO AREA -A DRAWINGS FOR SECTIONS CALLED N ARE SUBJECT TO ANY CORRECTIONS OUT ON THIS DRAWING. REQUIRED BY FIELD INSPECTORS THAT ok-l"000— _ MAYBE NECESSARY IN ORDER TO 2 - C j� -D 3 PANEL RUN TO BE LOCATED NO COMPLY WITH ALL APPLICABLE CODES, CLOSER THAN 40'-0" FROM FIREWALL. STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 REVISION NO. I REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT.- BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR DATE: DATE: DATE.• DATE, BUTLER FLORIDA BLDG CODE 2001 AREA "C" CHECKED BY.- DATE.• 7/21/03 w CAD TECH: CAD TECH: CAD TECH: CAD TECH: CONST'RUOMON BUTLER CONSTRUCTION WAL MART 130 MPH WL EXP, B ROOF PANEL ENGR BY.- S. THOMAS LEAD TECH: JACKSON 1 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ LAYOUT DRAWING NUMBER REV. NO. z CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY., 6601 EXECUTIVE DRIVE REGIONAL DC # 7 0 3 8 D AREA C - q 3 0 KC, MO 64120 PHONE 816-245 000 0 12 0 n 0 m n 0 12 - - 4 FIELD ~ II - - -- - - N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N I I ILn I� 00 m m I I I I a0 O) � I I I 0 n r r O r I O O M O M M M—— I I c0 m I I I I I N O N. N M N N N N 0 rb I r n r n tb n O ) M M cD I I M [O I I I c0 O) c0 O m N I 01 N N M I N I I I M O I I I M a0 M a0 � � M 0 CO (O M I c0 I �� (O I I I I I I I I I r� N� O h O O M O M M� M cD (O M CO CO Ci3 CO r r I` � n r r O O M M (0 N O) M m I+') m 0 O) W O O f- O O M N M � � N � � 0 O r O O O � N � � � 00 O N � 00 d' � N � � d- 00 m N � 00 M �t � N � d- � N N O N N O N N N O N N N O N m N � d' � � d- � d- n n M O M M M O M i•'') M d- � M �' M d' d� d- N � M d' � � M N � � d- M M d M 0 M 0 � � M 0 M 0 � d- � M d' d � M �t � �F M � � � � � � t d- � M � "t n n I et M N � M � � M d � � M d- M d- �' � � r� M B B B B B B B B B B B B B B B B B B B B B B B B B B 11 \l \I \I V ' \I N N H L d A , z 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 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 A A A A A A A A A A A A A HM F '00 LI E HM DOOR DOOR 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"U8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 7'-9" 6'-0" MHTCH 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 1'-9" 3'-6" '-6"rl 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" LINE MODULES 48'-0" EW POST TYP. 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" SYMM. ABOUT RIDGE (UNO) 336'-0" SW 674'-4" Q' b at � N,5 o M,5 L�5 � K 5 � J�5 � H�5 U ,--�, DIRECTION OF ERECTION EN DWA L PANELING ELEVATION AT GRID 1 12 11/4 N N N N N N N N c N N N N N N I I N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N I I N I N I N N N N N N N N N N N N I I 0� O O O O M c0 M r s O M O O Io O f r d- It I O� I I n r� ( O O to t cO (o O O' n N L0 M c0 c0 rM �� I 00 L0 I I N LQ M N M N� It It N I N M I I I N 0) N � O r cD co rM M rM O M It I I O O I) O_ r r r ro I I I N N I I to N I I M M N� N N N N N CY)N N N I m N.. O I 01 cD O W M W M M O W O O tb 0 O O r r 0 r 0� � M M O O O O O O O O rn 0> I4- r r) r r d' d- M � � f` � r) M r t d' -i d- M d- � � M � � � M � d' d' M d' d' � M d- d' <t M d � d- M d- , N �� N It d' d' It d' d' � d- M d' d' d' M It d- � M d' � � n d- d' M M- M rM O M � � � M � � � M � M M O M � � M � N 0 N M N O N � � M �' et M O d' N d- � � N � � N t N � � � N � d � N d' d � N � � N � N N C 4 � � � N d- d- � N t d- M M N B B B B B B B B B B B B B B B B B B B B B B B I B B \l \I 1l V V LE n E N n n n n n n n � �E i 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 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 A A A A A A A A A A A HM DOOR MHTCH 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6° dAA 8'-6" 8'-6" 8'-66"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" 6'-O" 19'-9"LINE 1'-9"'6" 3'-6° 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6° 3'-6" 3'-6" 3'-6" 3'-6,, 3'-6,, 3'-6" 3'-6,, 3'-6,, 3'-6" 3'-6,, 3'-6" 3'-6" 3'-6° 3'-6" 3'-6° 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" SYMM. ABOUT RIDGE (UNO) 336'-0" SW 674'-4" o G.5 cb 1,5 cb E,5 b(it (::b at cb at (::b A 5 A' ENDWALL PANELING ELEVATION DIRECTION OF ERECTION AT GRID 1 = 7T-- THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS - PAN L PART NO. LEGEND REQUIRED BY FIELD INSPECTORS THAT A PANELS ARE 027162 (970> MAY BE NECESSARY IN ORDER TO r� B PANELS ARE 027095 (970) COMPLY WITH ALL APPLICABLE CODES, STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUTLER BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR DATE. DATE: DATE DATE: FLORIDA BLDG CODE 2001 AREA "C" CHECKED BY. DATE. 7/21/03 ENGR BY: S. THOMAS LEAD TECH: JACKSON COIVSTII" UC ll I]® BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B ENDWALL PANELING CAD TECH: CAD TECH: CAD TECH: CAD TECH., DRAWING NUMBER REV.. No. L I 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ ELEVATION @ GRID 1 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-24 6000 REGIONAL DC # 7 038 CHECKED BY. CHECKED BY.' CHECKED BY CHECKED BY.• D A R EA C — 5 0 0 0 -8" FIELD CUT 4" 0 START -- - - -- - - ROOF LINE -- - - -- - - -- - - -- - - - - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- i `o I i i i� M � B B B B B B B B B B / B B B B \ IV 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 A A A A A A A A A A A A A A A HM DOOR 27'-0" 8'-6° 5'-0" 8'-6" 8'-6" 5-0° 8'-6" 8'-6° 16'-0" 16'-0" 8'-6" 8'-6° 3'-6' 3'-6"' 8'-6" 8'-6" 5'-0" 8'-6" 8'-6" 5-0" 8'-6° 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" l'_6" 1'-6" 2'-6" 2'-6" 2'-6" 2'-6" 27'-0" INTRM. SW. COL. 27'-0" 27'-0" 2 -0" 27'-0" 27'-0" 27'-0" 27'-0" AMATCH LINE 54'-0" SW. COL. 54'-0" 54'-0" 54'-0" 596'-2" 1, 1 1,5 cib 2,5 b 3 5 cz 4,5 cib DIRECTION OF ERECTION SIDEWAL PANELING ELEVATION @ GRID A ROOF LINE 0 I M r� B B B B B B B B \/ B B B B B B \/ B B C B B B B B C C C C C C ri Lp 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 A A A A A A A A 3'x7' HM HM DOOR 8'-6" 5'-0" 8'-6" 8'-6" 5'-0" 8'-6" 8'-6" 5'-0" 8'-6" 8'-6" 3'- '3'-6' 8'-6" 8'-6° 5'-0" 8'-6 8 -6' 5 -0 B'- 6 8 -6 3 -6 3 -6 8 -6 8 -6' 5 -0 8 -6 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6° 1'-6" 1'-6" 2'-6" 2'-6" 2'-6" 2'-6" 1'-6" 1' 6" 2'-6" 2'-6" MATCH 27'-O" INTRM. W. COL. 27'-0" 27'-0" 2 -0" 27'-0" 27'-0" 27'-0" 27'-0" MATCH LINE ALALLINE 54'-0" SW. COL. 54'-0" 54'-0" 54'-0" 596'-2" 5 5 � 6�5 c 7±5 � 8,5 DIRECTION ❑F• ERECTI❑N> SIDEWAL PANELING ELEVATION @ GRID A THESE PLANS AND ALL PROPOSED WORK PANEL PAR O. LEGEND N OTES: ARE SUBJECT TO ANY CORRECTIONS A = 570656-392- 1. �i AREA TO BE 970 SIDEWALL PANEL i� FIELD CUT BY ERECTOR. REQUIRED BYFiCLUINSPECTORSTHAT � MAY BE NECESSARY IN ORDER TO B = 570657-265- 970 HEADER PANEL ��L$'o3 C = 570657-273- 970 HEADER PANEL 2. ® AREA TO BE REMOVED TO ACCOMPLISH OPENING. COMPLY WITH ALL APPLICABLE CODES. STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 p p ti p z LJIuJ II L�LS BUTLER BUILDER: PROJECT.• BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR DATE.• DATE.• DATE: DATE FLORIDA BLDG CODE 2001 AREA "C" CHECKED 8Y.• DATE.• 7/21/03 ENG'R BY.- S. THOMAS LEAD TECH: JACKSON (0CMUTIr��ilUC I]ON BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B SIDEWALL CAD TECH: CAD TECH: CAD TECH: CAD TECH: 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ PANELING ELEVATION DRAWING NUMBER REV NO. 6601 EXECUTIVE DRIVE REGIONAL DC # 7038 AT GRID A CHECKED BY. f7771 CHECKED BY. CHECKED BY.' D A R EA C - 51 00 KC, MO 64120 PHONE 816-24 6000 0 m n 0 DATE: 0 w CAD TECH: 0 0 z CHECKED BY: 0 / \ C B B 77 /C / /\ \ / / \ A A A A A A A A 8'-6" 5'-0" 8'-6" MR TCH 27' -0" LINE 54'-0" ` 8'-6" 15'-0" 1 8'-6" 2'-6" 2,_6„ 27'-0" DIRECTION OF ERECTION _> REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 DATE.• DATE: DATE: CAD TECH: CAD TECH: CAD TECH: CHECKED BY: CHECKED BY. CHECKED BY., ROOF LINE- _ — _ _ — _ D I_D LL1_D D 1�_o L1_Dup 1� D D Duo 1_Lj_0 _ E I E E E ow A A A A A A 3'x7' HM 8'-6" 3'-6' '-6" 4'-1 2'-6" 18'-0" ftl x7' HM DOOR 12'-7" 17'-5" 54'-0" rap'-o" Il�la�i%1���:\►1� �I�[e�� PANEL PART NO. LEGEND A = 570656-392-0 (970) SIDEWALL PANEL B = 570657-265-0 (970) HEADER PANEL C = 570657-273-0 (970) HEADER PANEL D = 570657-178-5 (970) HEADER PANEL E = 027095-203-3 (970) SIDEWALL PANEL 11 o UTL EEP u� 6601 EXECUTIVE DRIVE MO 64120 PHONE 816-2< 18'-7" ATION @ GRID NOTES: 1. AREA TO BE FIELD CUT BY ERECTOR. 2. ® AREA TO BE REMOVED TO ACCOMPLISH OPENING. BUILDER: BUTLER CONSTRUCTION 03016 27'-0" 6" FIELD CUT END D1_DD-LD1DI_DID1_�---D1 D I_DID1D, FRAME 27'-0" 1 -0 54'-0" E::�;2'-6" _I 11,5 1z 13 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 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" SIDEWALL PANELING ELEVATION AT GRID A 0 m 0 N N �_ IV STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 CAD TECH: DUNWOODIE CHECKED BY.- DATE: 7/21 /03 ENG'R BY: S. THOMAS LEAD TECH: JACKSON DRAWING NUMBER I REV. NO. DI AREA C —52 loo _o„ FIELD CUT 6" ® START ROOF LINE o E E E E E E E E E E E E E E E E E E E E EfE� E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E I- -- - - -- - - -- - - -- - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - i� r� AREA 100 OUTLINE i x f i \ FLOOR LINE A A A A A A A A A A A 3'x7' HM DOOR l'- 2 SLAREA 100 2'-6" 27'-0" 27'-0" 27'-0" 27'-0" MATCH 27'-0" 27'-0" 27'-0" 27'-0" 54'-0" 54'-0" 54'-0" 54'-0„ LINE 1,192'-10" 13 12 11,5 11 cit 95 cb CtD b DIRECTION OF ERECTI❑N> SIDEW LL PANELING ELEVATION © GRID Q - - ROOF LINE o I in � I I I I i R./ x / x\ M x\ IEx] 1-:xl-- 1H14 flr//� M x\ [[-Xl FIX MIXx� rx 11" r'z I ,\, 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 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 AREA 100 FLOORrl LINE 3'x7' HM DOOR 3'X7' HM DOOR mII MATCN 27'-0" 27'1o" 27'-0" 27' 27'-0" 27'-0" 27'-0"' 27'-0" MATCH LINE 54'-0" 54'-0" L INC 54'-0" 54'-0 1,192'-10" M U 7t dD 6�5 b6b c5t C5 4 5 b o a co DIRECTI❑N OF ERECTI❑N b SIDEWALL ANELING ELEVATION @ GRID Q _ _ U THESE PLANS AND ALL PROPOSED WORK _ PANEL PART N0. LEGEND NARE SUBJECT MAW CORRECTIONS orEs: _ _ REQUIRED BY HELD INSPECTORS THAT E = 570657_-174-01 (976) HIEADERLPANELL 1. �( AREA TO BE FIELD CUT BY ERECTOR. ` U MAY BE NECESSARY IN ORDER TO � � g� 3 COMPLY WITH ALL APPUCABL.E CODES. 2. ® AREA TO BE REMOVED TO ACCOMPLISH OPENING. STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 REVISION NO. 1 REVISION N0. 2 REVISION NO, 3 REVISION NO. 4 BUILDER: PROJECT.• BUILDING DESCRIPTION: DRAWING TITLE- CAD TECH: BLAIR a � DATE DATE: DATE. DATE: BUTLER p p pTi p 2 R " " j L�JV u L�LS FLORIDA BLDG CODE 2001 AREA C CHECKED BY. DATE. 7/21/03 z o CAD TECH: CAD TECH: CAD TECH: ��OV�J�1111V����OV BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B SIDEWALL ENG'R BY: S. THOMAS LEAD TECH: JACKSON Y w CAD TECH: L� 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ PANELING ELEVATION DRAWING NUMBER REV NO. z CHECKED BY: CHECKED BY.• CHECKED BY CHECKED BY:6601 EXECUTIVE DRIVE REGIONAL DC # 7 0 3 8 AT GRID Q Q o KC, MO 64120 PHONE 816-245-6 0 D AREA C - 5 3 00 a s+yss*z r't_%' ro +..."` • ..�'3-. !P+S4'.�_._�ex.�, i t�. S -0" 4" FIELD CUT ® END 0 I M m"T 1 Ill I I fll�' �I�IImI IMZ' mx I I I ICI ICI 1� I I I I I 1 A A A A A A A A A A VFLO 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 A A A A A OR 3'x7' HM LINE DOOR '-11' MR iCN 27'-0" 27'-0" '-0" 27'-0" 27'-0" 27'-0" l'-2" LINE 54'-0" 54'-0" 54'-0" 1 ,192'-10" CtD 3,3 cb 2,5 c 1,5 CtD- 1' DIRECTION ❑F• ERECTI❑N> SIDEWA L PANELING ELEVATION @ GRID Q PANEL PART N . LEGEND NOTES: A = 570656-392-0 (9 0) SIDEWALL PANEL i o 1. �� AREA TO BE FIELD CUT BY ERECTOR. 2. ® AREA TO BE REMOVED TO ACCOMPLISH OPENING.00 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Lol REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. �3 w a o STEVEN M.CENSE NUMBERA47919 o REVISION NO. I REVISION 1 /0. 2 REVISION NO. 3 REVISION NO. 4 BUILDER; PROJECT. BUILDING DESCRIPTION: DRAWING TITLE. CAD TECH: BLAIR a o DATE DATE: DATE: DATE.,BUTLER FLORIDA BLDG CODE 2001 AREA "C" CHECKED BY.- DATE: 7/21/03 W CAD TECH: CAD TECH: uj CAD TECH: CAD TECH: �(����������� BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP, B SIDEWALL ENG'R BY.• S. THOMAS LEAD TECH: JACKSON r L-J 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ PANELING ELEVATION DR4WING NUMBER REV. NO. j CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC # 7 0 3 8 AT GRID Q 0 o KC, MO 64120 PHONE 816-245 000 D AREA C — 5 4 no a 1' Q L5 CP 2,5 Y 3 Y 4,5 Q 5,5 Y 6,5 Q7.5 Y 8.5 Y 9,5 10 10 5 11 1L5 12 13 1,192'-10' 11 BAYS ® 54'-0" = 594'-0" 2'-6" I 27'-0" 27'-0" AREA 100 I STALL SKYWEB WITH BLACK THREAD BINDING TOWARD GRID 13 & PART r UNIFORM SAG UNIFORM SAG A ARK TAG UPSLOPE (TYP.) 91 UNFOLD N I I I I A ROOF STRUCTURALS (PURLIN) ug ~ I TAG i J THE Sky -Web SYSTEM MUST BE INSTALLED WITH A UNIFORM SAG BETWEEN :D ROOF STRUCTURALS. IT IS FURNISHED IN LENGTHS TO ALLOW FOR UNIFORM H i 0- SAG ACCORDING TO BUILDING WIDTH AND INSULATION THICKNESS. THE Sky -Web SYSTEM SHOULD BE PULLED IN THE EAVE-TO-EAVE DIRECTION TO EVEN OUT SAGS BETWEEN ROOF STRUCTURALS. �--� O o O o 0 0 0 0 o p 0) _i Z 000 00 00 00 00 co 00 00 00 00 I Y Y Y Y Y Y Y Y Y Y Y z N N N N Cn N i TYPICAL SAG BETWEEN ROOF STRUCTURALS Ln FIR WALL I 92 i i H H H H H H H H H H i o N J M i p H i G E N E R A L I N S T A L L A T 10 N N 0 T E S Y H i 1.) SEE DRWG. AREA A-92 FOR ADDITIONAL SKY -WEB ATTACHMENTS TO ROOF STRUCTURALS. I Y h--I � cMo cMp � cMo coo coo coo coo coo r -i 1 00 00 I 00 I o0 00 00 00 I 00 00 o0 2.) SEE DRWG. AREA A-91 FOR SECTION CALL -OUTS. U-) H V) U) N N N N N co i o 0 3.) NOTE THE FOLLOWING DRAWINGS AS BEING PART OF THE I I SKY -WEB INSTALLATION DETAILS I co cD D-1080939 C n Li I 91 D-1080940 i = D-1080941 z D-1080942 00 I �- 't N 't Q D-1080950 ® ® CD C 4) F I i w z 91 WARNING 0 W �t Do The Sky —Web system DOES NOT provide fall Ln t-i 00 r` r r r r r r n r` -i �, LO 0 Ln � 00 co 00 00 coao 00 co co co co I plane of the roof. Y Y Y Y Y Y Y Y Y Y Y F—I /n 0 N V) CI) V) V) N N V) V)Ln i C w 91 H P. T 91 FRAMEL ALL i ES w N t t t t t t t WARNING I Ur i Workers must use additional fall protection Q — — — — — — — — — — — — — — — — — — — while installing the Sky -Web system. M ra H H H H H H H H H -i G Ln H 92 i U LO Ll 1—i cOo u�') Lo -i WARNING 00 00 co c 00 00 00 D 00 00 00 M , , N N 0 V) i The Sky —Web system must be installed exactly 1 as shown on the erection drawings. Improper IH I I i a installation could result in serious injury or o J death. Ln N H TAG i QLn THESE PLANS AND ALL PROPOSED WORK - _ 6 �� z _ UNFOLD N Q ARE SUBJECT MANY CORRECTIONS A REQUIRED BY FIELD INSPECTORS THAT 91 )KY —WEB LAYOUT AREA "C" — — w COMAY BE MPLYWI NECESSARY IN ORDER TO tREA TH ALL APFUCABLE CORES. 200 I STALL SKYWEB WITH BLACK THREAD BINDING TOWARD GRID 13 & PART a E RK TAG UPSLOPE TYP. o o ( ) STEVEN M. THOMAS, P.E LICENSE NUMBER 47919. � a REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT. BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR 3 o DATE: DATE.• DATE: DATE: p ����I i� CHECKED BY: DATE: 7/21 /03 Z FLORIDA BLDG CODE 2001 W (��0�1��G ���p®ill BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B BUILDING — C ENG'R BY: S. THOMAS LEAD TECH: JACKSON w CAD TECH: CAD TECH, CAD TECH: CAD TECH: Y LI 0301 6 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ SKY —WEB DRAWING NUMBER (� /REV No. o z CHECKED BY. CHECKED BY. CHECKED BN. CHECKED BY. KC, MO 646 2D EXECUTIVEPHONE 8 DRIVE6245 6000 REGIONAL DC 7 0 3 8 LAYOUT D A R EA — (1 0 ! 10 a 1'-2" (20) SPACES @ 4'-9 5/8" 1'-2'' (20) SPACES @ 4'-9 5/8" 1'-2" BAR JOIST 129 TYP. p GIRT MAIN FRAME BAR JOIST SW COL. OR HDR. SILL g6 THIS ELEV. / ' LOWj��E��O�2 UPPER ROOF M IN FRAME INTERM. SW COL. UPPER ROOF GJ2613 LOWER ROOF BEABEAM ER2065 2) I S COL. OR I I BEAM ER2065 5'-2" 195 BEAM ROOF 2062 FLANGE I ERM. SW COL. TYP, 89 BRACES 12 86 I 1 BRACES SIM. 73 u 11 80 P. 178� 88 �P� P. 177 89 . FLANGE 83 ROOF 5 1/4" 1/4� 88 88 1 ROOF 73 SIM. LINE _— — — — — — — — — - - I I POST 702271-098-0 5 1 /4° — 1 /4 � LINE I I — 83 POST 702271-102-0 0 a a m C � p GIRT 530927-278-0 A C B I � � I B SIM. 66 co A D � GIRT 530927-278-0 GIRT 530997-278-0 GIRT 530927-294-6 m m TYP• 83 � v v ih d- nl 1 1 GIRT 530924-31 1-4 GIRT 530925-323-4 82 80 GIRT 530924-311-4 82 GIRT 530925-323-4 87 ^ 87 60 15 OHM 0 % I TYP. UNO. 84 -• 84 GIRT 530925-323-4 82 TYP. UNO. FIELD 80 a 2 GIRT 530925-323-4 FIELD WORK AT OPENING. WORK AT OPENING. u� v FLOOR FLOOR DOOR LINE I LINE MING CD EW POST EW POST EW POST EW POST EW POST SW COL. EW POST EW POST 11'-1" EW POST SW COL. FK2939 FK2941 FK2942 3'X7' HM DOOR FK2941 FK2938 FK2947 FK2940 FK2943 FK2947 FK2942 ' M 24'-0" 24'-0" 24'-0' 24'-0" 2'-4" 2'-4" 24'-0" 24'-O" 24'-0" 24'-0" 1'-2" 48'-0' 48'-0" 1'-2" 1'-2" 48'-0' 48'-0' SW LOW SW HIGH SW HIGH 98'-4" SW LOW T' b S,5 � R,5 R Q' Q Q Q' R R,5 S �� ��� � � S,5 �J ENDWALL ELEVATION ENDWALL ELEVATION GRID 8 AT AREA 100 NOTE: FIELD VERIFY DUCT OPENING LOCATIONS GRID 11.5 AT AREA 100 WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION. (20) SPACES @ 4'-9 5/8" 1'-2" BAR JOIST VT MAIN FRAME SW COL. OR FLANGE INTERM. SW COL. BRACES 2 12 I 8 80 BOLTED CONNECTION SCHEDULE Q QUANTITY BOLT NO. DESCRIPTION NUT NO. DETAIL A 12 TENSION CONTROL 1 X 3 A325 B 8 TENSION CONTROL 1 X 3 A325 C 4 TENSION CONTROL 3/4 X 2 1/2 A325 D 8 TENSION CONTROL 3/4 X 2 1/2 A325 ROOF 5 1/4" — _ 1/41 — — — I o LOWER ROOF I I D ER2061 ® 9.5 - 11 A C UPPER ROOF B Lo ER2063 © 8.5 - 9 I I I ER2062 ® 8.5 - 9 ER2065 ® 9.5 - 11 n iu I W21x50 INT. COL. W3Oxll6 I I r, FOR PROPER STORAGE OF TENSION CONTROL BOLTS, REFERENCE LABEL ON CONTAINER SW COLUMN FK2937 ® 8.5 - 9 ER2068 SW COLUMN FK2940 ® 8.5 FK2938 ® 10-11 FLOOR EU8585 ® 9 - 11 I FP5321 ® 9.5 LINE a O .ti 10" EMBEDMENT 10" EMBEDMENT O O " M FLANGE BRACE SCHEDULE O PART NUMBER DIM. 'Y' DETAIL 1 545046-033-1 10/80 2 545046-035-7 10/80 3 545046-033-5 195/89 ® GRIDS 9-11 2 -4 1'-2" 48'-0' 48'-0' 1'-2" o SW LOW SW HIGH _ of THESE PLANS AND ALL PROPOSED WORK T' T ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT o " MAYBE NECESSARY IN ORDER TO CROSS SECTION COMPLY WITH ALL APPLICABLE CODES. GRID 8.5-11 AT AREA 100 w a o STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 M REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT: BUILDING DESCRIPTION: F� DRAWING TITLE: CAD TECH: DUNWOODIE a DATE: DATE. DATE: DATE.' ICB(ONSTRUCTIJON pT21 IJ L�LS FLORIDA BLDG CODE 2001 AREA - 100 CHECKED BY. DATE. 7/21/03 Z caD TECH: CAD TECH: CAD TECH: CAD TECH: BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B CROSS SECTION ENG'R BY. S. THOMAS LEAD TECH: JACKSON Y L_I 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ ENDWALL ELEVATION DRAWING NUMBER REV No. CHECKED BY. CHECKED BY, CHECKED BY.• CHECKED BY: KC, MO 646 20 EX PHONE 816DRIVE 245- 000 REGIONAL D C # 7 0 3 8 o AREA 100 -10 00 CANOPY 114 HIP CANOPY 110 85 BEAM PURLIN F9 IN 85 CANOPY POST FF9468 FF9466 FF9472 111 8' 8 5 O 9 5 10 10 5 11 11 5 11 5' 85 191'-4" FF9467 EW EW TYP. ® 117 1'-2" 27'-0" 27'-0' 27'-0' 27'-0' 27'-0' 27'-0" 27'-0" 1'-2" HIP g5 SEE ENLARGED BOX ST UT 9'-0" 9'-0" 9'-0" '54407 HIP DETAIL _ (THIS SHEET) 544072 EAVE STRUT (BELOW AR JOIST) 85 702278-335-4A BRACING STRAP CANOPY EN9379 BEAM 27' PURLIN 85 EP9167 TYP. 10' CANOPY BRACE (TYP.) EP9167 85 545035-062-4 HIP DETAIL CATYPW/o 39 EAVE STRUT 7 a CANOPY 81 702278-323-4 EAVE STRUT a I 108 Z (TYP. UNO.) 702278-335-4 00 -- — — 85 -- — — oa -- -- -- -- — -- @ N co 175 4 � 176 TYP. ® 88 1 3 PTS. 24'-0' OR 27'-0' SECTION 84 55 GABLE ~ 24' PURLIN I I 194 BRACE45046( 046 6 I 82 ANGLE1702176 EP9158 (TYP) o I I 89 BOX STRUT 544072-317-5 v 175 176 TYP. ® 110 TYP. AT (BELOW BAR JOIST) cu CANOPY 88 88 1 3 PTS. 85 EAVE. 195 PURLIN 89 (SEE PLAN) I I I I I 3 I �-CANOPY POST � 195 CANOPY -- BEAM I 89 82 I 85 o I 0 0 N N VBRACING BRACE — 44 TYP. BRACE STRAP 545046-033-5 o I I 82 BRACING CONN. I Sim. 82 545046-025-2 27' SECTION EN9378 � 2 24' SECTION EN9377 07 I 8' - 0" CANOPY 24' PURLIN 7 \ � 7 I � � (TYP. U N 0 .) I 55 SIM. 80 I 2 I 80 SIM. (18(P BAR JOIST I I 24' PURLIN I JOIST RUN o EP9158 / TYPICAL ti 58 58 I 82 I I 51 TYP I 72 TYP. GRIDS g2 6 5 7 5 / 1 \ 82 83 8.5, 9.5 & 10.5 SEE ENLARGED � � EP9159 � 8'-0" CANOPY DWG. EN9022 3 107 (THIS SHEET) / 27'-0' \ 195 57 1 1 I � EN9023 89 82 85 195 % 9'-0" 9'-0" 9'-0' EN9024 89 TYP. o 27' PURLIN 27' PURLIN g5 I d EP9167 EP9167 (BELOW BAR JOIST) N 108 I 55 544072-313-5 I82 1 �1 BOX STRUT 4 85 \ N V� — — — — — — — — — — — — — —185 — — — — EP9163 N \ EN8871 / 8 TYP. AT112 o 27 -0" — — EN88N8873 ALLEYT 108 ROOF FRAMING PLAN 80 HI SIDE AREA 100 81 o M (TYP.) BUILDING 85 AREA 100 NOTES: COLUMN o (REF.) BRACE ROD SCHEDULE ❑ PART NUMBER DESCRIPTION THREAD 1 544059-072 3/4 X 6'-0" BRACE ROD RH-LH 2 544049-335 3/4 X 27'-11" BRACE ROD RH-RH 3 544053-240 1 1/4 X 20'-0" BRACE ROD RH-RH r54 544063-172 1 1 1/4 X 14'-4" BRACE ROD I RH-RH 544063-164 1 1 1/4 X 13'-8" BRACE ROD I RH-RH 1. REFER TO DWGS. AREA 100-32 & -33 FOR MISC. ROOF TRIM DETAILS CROSS SECTIONS - al = ON 7'-10" AND 10'-0" CANOPIES. � o z o Q 2. REFER TO DWG. AREA A-45 FOR MISC, ROOF TRIM DETAILS ''-0" 0 THESE PLANS AND ALL PROPOSED WORK ON 4 CANOPY. � o z ARE SUBJECT TO ANY CORRECTIONS WHERE BAR — REQUIRED BY FIELD INSPECTORS THAT JOISTT3. BOTTOM CHORD CONNECTION MUST � < BE WELDED TO CLIP,STIFFENER, MAYBE NECESSARY IN ORDER TO BCT... SEE APPROPRIATE DETAILS AND AR JOIST PLACEMENT PLAN. W TURNBUCKLE: 3/4 DIA. = 095047 COMPLY WITH ALL APPLICABLE CODES. TURNBUCKLE: 1 1/4 DIA. = 095274 4. VINDICATES BRACING IN UPPER m SECTION. STEVEN M. THOMAS, P.E. 6i 0 LICENSE NUMBER 47919 REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT: BUILDING DESCRIPTION: P, DATE: DATE DATE.• DATE o o DRAWING TITLE. FENGRBY- DUNWOOD E 9 °° Q���C� FLORIDA BLDG CODE 2001 AREA 100 Y. DATE. 7/21/03 z c' CAD TECH: CAD TECH: CAD TECH: CAD TECH: (�JOI1V�JT11- UC II I]ON BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B ROOF PLAN S. THOMAS LEAD TECH: JACKSON 2 1 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ DRAWING NUMBER REV. NO.CHECKED BYCHECKED BY. CHECKED BY. CHECKED BY. KC, MO 66601 4120 EXECUTIVE PHONE 86V245 I o0o REGIONAL DC #7038 F A 100 -20 00