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HomeMy WebLinkAboutPLANS PATCH 12 - PAGES 111 - 120I n DATco � CAD TECH: 0 Y CHECKED BY. a 10" 1'-2' a = Q' A D REVISION NO. I DATE: CAD TECH. CHECKED BY. HIGH SIDEWALL COL., 12" NOM. FU0455 REVISION N0. 2 J - Q UPPER ROOF BM. U U POD BM. 30" NOM. 30" FU0454 NOM. FU0452 w: • AC 1'-0" TYP. INTERIOR COL. 12" NOM. L105C2 CROSS S REVISION NO. 3 REVISION NO. 4 DATE.• DATE. Tn E � BUTLER n n� CAD TECH. CAD TECH., VON STRUC CHECKED BY: CHECKED BY: 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-24° 30 SPACES © 4.8' = 144'-0" ROOF LINE FLOOR LINE INTRM. ROOF BM. 30" NOM. FU0453 48'-0" 146'-0" 19 & BOLTED CONNECTION SCHEDULE 0 QUANTITY BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 TENSION BOLT 3/4 x 2 1/2 A325 B 8 TENSION BOLT 1 x 2 3/4 A325 C BUILDER: BUTLER CONSTRUCTION 03016 POD BM. 30" NOM. FU0452 INTERIOR COL. 12" NOM. L105C1 10" EMBEDMENT TYP. ® INT. COL. u PROJECT: WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 FLANGE BRACE SCHEDULE Q PART NUMBER DIM. 'Y' DETAIL 1 545046-031-4 N/A 12/80 2 545046-25-2 l'-4 1/2" 26/81 l'-2" PURLIN SPACE -12 11/4 _ Ln BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 ILL, 5 CL, 0 EQ LOWER ROOF BM. 30" NOM. FU0451 LOW SIDEWALL- N = COL., 12" NOM. " \ FU0450 cn N w = � Q p Li J N U 1'-0" � 8" 1 '-2" THESE PLANS AND ALL PROPOSED WORK O ARE SUBJECT TO ANY CORRECTIONS o REQUIRED BY FIELD INSPECTORS THAT —, MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL AP'PLICA3LE CODES, a STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 DRAWING TITLE: CAD TECH: DUNWOODIE a a AEROSOL CHECKED BY.• DATE. 7/21/03 Z CROSS SECTION Y ENG'R BY. S. THOMAS LEAD TECH: JACKSON AT GRIDS 19 & 20 o DRAWING NUMBER RE N0. a D AEROSOL —10 00 EAVE STRUT 702278-323-4 (TYP. UNO.) EAVE STRUT EAVE STRUT 702278-335-4 28" DEEP JOIST 702278-335-4 161 TYP. � TYP. CAD EAVE 38 SE Q 162 44 88 FRAME 39 TYP, 81 NO E 1 Q N 88 82 . 81 . Q- - - - - - - - - -I - 162 44 44 2 TYP. ® EW. POST 82 80 4 QKIA 6 i �6)\ ��� 00 I GABLE ANGLE � 1 USE TWO CLIPS 133 TYP, I 702176 o �� 83 BACK TO BACK 86 �� , (TYP.) N ��� \�� 62 44 61 I 83 82 83 I b000. � '486 1 c�v I 1 � �I- �1' �� 2 44 TVD 0) BRACE ROD SCHEDULE PART NUMBER DESCRIPTION THREAD 1 544061-240 1" x 20'-0" BRACE ROD RH-LH 2 544051-165 1" x 13'-9" BRACE ROD RH-RH 3 544059-169 3/4" x 14'-l" BRACE ROD RH-LH 4 544049-240 3/4" X 20'-0" BRACE ROD RH-RH 5 1 544049-480 1 3/4" x 40'-0" BRACE ROD I RH-RH 6 544059-201 1 3/4" x 16'-9" BRACE ROD RH-LH 61 44 TYP, 0 INTERM. I 80 82 EW. POST r �' 83 82 ROOF BEAM UNO. 1" TURNBUCKLE = 095272 Ln I i/ 5 5 o z 3/4" TURNBUCKLE = 095047 pq Q I \��\00 ���� 28" DEEP JOIST ��� 6 �� ' TYPICAL — TYP. U.N. �� J o JOIST RUN 0 �I EL '�� 58 0 z N TYP. @ 58 51 82 GABLE 82 ANGLE ��� 5 \�� ��� 5 z U \ \ \ NOTES: 6P 44 L�J�®� 1.REFERENCE DRAWING AREA B-20 FOR o �\ �� 83 82 EAVE WIND BRACING DIAGRAM. G G , 2. ♦ DENOTES BRACED BAY. c�v I 61 44 44 61 3. INDICATES LOCATIONS WHERE BAR JOIST 83 82 82 83 1 ��� BOTTOM CHORD MUST BE WELDED TO CLIP , STIFFENER , Lf� 5 5 o ETC. SEE APPROPRIATE DETAILS & BAR JOIST U PLACEMENT PLAN. 4 / \ 4 °o GABLE ANGLE / \ / \ / \ / \ 702176 (TYP.) 3 \ 2 \ x _o !_ _ U' — — — —I — — — — — — — — —I =— o . . —I J w N 163 0 � 163 133 TYp, 161 29TYP. C'U 88 86 88 r o 88 ED- tINT. SW. COL. (TYP.) 27'-0" 27'-0" 27'-0" 27'-0" 27'-0' 27'-0" FRAME p 54'-0" (TYP.) 54'-0" 54'-0" 1'-2" MASONRY WALL EW 164'-4" EW m 18' 18 18,5 19 19�5 20 z0,5 21 21' 0 FLOOR LINE AEROSOL ROOF PLAN s" 6" 10" o w - w 2' —0" THESE PLANS AND ALL PROPOSED WORK b�--�ARE SUBJECT TO ANY CORRECTIONS qD REQUIRED BYF:lrLDINSPLCTORSTHAT SECTION MAY BE NECESSARY IN ORDERTO COMPLY WITH ALL APPLI"f�ILE CODES. o STEVEN M. THOMAS, P.E. E 9 LICENSE NUMBER 47919 � REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT.• BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: DUNWOODIE DATE: DATE. DATE. DATE �UTL� FLORIDA BLDG CODE 2001 AEROSOL CHECKED BY: DATE.• 7/21/03 LD 0 CAD TECH: CAD TECH: CAD TECH: CAD TECH: pp � N�p BUTLER CONSTRUCTION WAL MART 130 MPH WL EXP. B ROOF PLAN ENGR BY.' S. THOMAS LEAD TECH: JAGKSON Y ������IS�J��0011V L� 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ DRAWING NUMBER REV NO.en o CHECKED BY.• CHECKED BY.• CHECKED BY.• CHECKED BY. KC, MO 64121 EX PHONE 8 6V 245 6000 REGIONAL DC # 7 0 3 8 D A E R O S O L — 2 0 00 a 0 OD DarE n � CAD TECH: Z 0 CHECKED BY. a r I C\ n a REVISION NO. I N ro 16214, Lo EW ROOF BM #2 88 o FU0465 w w l'-2" GIRT 530924-323-4 24'-0" N rn a SEE 11 N o NOTE 1 80 a o 30 w w w 5 1 /4" w w 82 24' CONT. EW. GIRT 530923-311-4 TYP 44 (TYPICAL U.N.O.) 82 U) r2 N 1'P. 80 w 0 LL 26 81 FLOOR LINE 3'x7' H.M. DOOR 24'-0" 24'-0" 2 '-0„ 146'-0" AA.5 AB AB.5 ENDWALL STRUCTURAL EL ATI AT GRID 18' V) 0 EW ROOF BM #1 V) r EW ROOF BM 1 v~i N T 3 j FU0467 a p FU0466 (TYP. UNO) a 2 TYF w ROOF 12 W 80 / LINE 11 /4 163 \ 88 \ T SIM. 80 60 \%\ 84 82 / 24' CONT. EW. GIRT 530923-311-4 (TYPICAL U.N.O.) \ I / \ GIRT / 1 \ 530924-321-4 / \ HM DOOR FRAMING DATE.• CAD TECH: CHECKED BY: 10" 3HIGH SIDE 5 Q" )C AD REVISION NO, 2 24'-0" DATE.• CAD TECH. AC.S REVISION NO. 3 24'-0" DATE.• CAD TECH: EW ROOF BM #1 N ro FU0466 a (TYP. UNO) 0 12 1/41 24'-0" AC.5 V S 11 �o a V) IL d NOT 1 80 3 o 0 4 Lo wo Li w 0 5 1/4" w � \ 5 / \ / FLG. / \✓� 15\ /� 60 N0. 80 \ / \ / 82 \ / \ In I FLOOR LINE 3'x7' H.M. DOOR 24'-0" 146'-0" AC AB.5 4'-0" L STRUCTURAL ELEVATI AT GRID 21'- REVISION NO. 4 11 BUTLEI r CONSTRUCTION 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-245- 24'-0" BUILDER: BUTLER CONSTRUCTION 0,3016 44 82 EW ROOF BM #1 --\ FU0467 ROOF LINE — — GIRT 530924-321-4 24'-0" 10" HIGH SIDE AD C� �Do EW ROOF BM #2 0- o E88 FU0465 w GIRT 530924-323-4 24'-0" PROJECT: WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 0 I i� BRACE ROD SCHEDULE ❑ PART NUMBER DESCRIPTION THREAD 1 544062-240 1 1/8" X 20'-0" BRACE ROD RH-LH 2 544052-195 1 1/8" X 16'-3" BRACE ROD RH-RH 3 544052-200 1 1/8" X 16'-8" BRACE ROD RH-RH 4 544052-181 1 1/8" X 15'-l" BRACE ROD RH-RH 5 544052-190 1 1/8" X 15'-10" BRACE ROD RH-RH 6 544052-186 1 1/8" X 15'-6" BRACE ROD RH-RH URNBUCKLES: 1 1/8" DIA. = 095273 MATERIAL CHART DESCRIPTION PART CODE SIZE E.W. POST ALL 12.25" D 9x.375 FL, .160 W E.W. ROOF BEAM #1 18" D 6x.375 FL .160 W E.W. ROOF BEAM 2 18" D. 6x.500 FL .188 W GIRT 530924-323-4 Z 8" X .067 GIRT 530923-311-4 1 Z 8" X .060 GIRT 530925-31 1-4 1 Z 8" X .082 NOTE: 1.FLANGE BRACE ALL ENDWALL ROOF BEAMS ® 2 CENTER BAR JOIST LOCATIONS, THESE PLANS AND ALL PROPOSED WORK AA' ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT ----- - MAYBE NECESSARY IN ORDER TOu� COMPLY WITH ALL APPLICABLE CODES. STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: DUNWOODIE FLORIDA BLDG CODE 2001 AEROSOL CHECKED BY: DATE 7/21/03 130 MPH WL EXP./�B ENDWALL STRUCTURAL ENG'R BY: S. THOMAS LEAD TECH: JACKSON 20 LL, 5 CL, 0 EQ ELEVATIONS DRAWING NUMBER REV. NO. D AEROSOL -30 100 I REVISION NO. I rl 0 CAD TECH: Z 0 CHECKED BY.• 01 o GIRT 530923-201- FIELD CUT AT HM DOOR FRAMING DATE CAD TECH: CHECKED BY., REVISION NO. 2 ROOF LINE 73 I GIRT 83 530925-359-4 LOUVER STRUCT. 702175 \tI (TYP. U.N.O.) ®gym DATE: FLOOR LINE 21 TYP. 81 3'x7' H.M. DOOR 12'-3" 28'-2" m 33 81 \ / / \LOUVER SUPPORT / / POST GE7625 / (TYP. U.N.O.) /\x/ \x/\ l / \ 2, 9>, 2,_9„ _J� 2,_9„ 8'-0" 8'-0" 5'-6„ 8 —0" 27'-0" mo �® GIRT 702271 (TYP. THIS ELEV. NO.)� 32 81 /x\ ix\ GIR (TYP 7 PLC`. YP. 24 550 17-029-0 81 I —9" 2,_9„ 8'-0" 5'-6 8'-0„ 27'— ' ; GIRT 530923-347-4 (TYP. THIS ELEV. U.N.O.) GIRT 550317— /x\ 2'-9 INTM. SW COLUMN(TYP.) It2'-9" 8'-0' 44 TYP. 82 INTM. SW COLUMN — — — — FU0456 (TYP.) — — — \ 2 / GIRT 530925-359-4 GIRT —550317-082-0// \\ 18 TYP. /\x/ �xi\ max/ LOUVER 1 1 A STRUCT 4'-11" FP4821 3'x7' lFRAME H.M. DOOR 2 9„ 2. 9„ 7-8 3-8 4-11 8-0„ 5-6„ 1. 8-0' 27'-0" 27'-0" EW 55'-2" 54'-0" 55'-2" 164'-4" (Zia) 20 (ftD 19 18.5 CHECKED BY., SIDEWALL STRUCTURAL ELEVATION AT GRID AA' 1. FOLD HOLES IN GIRT @ 8'-0" ELEVATION FFUUR LOUVER SUPPORT POST CONNECTION. BRACE ROD SCHEDULE ❑ PART NUMBER DESCRIPTION THREAD 1 544053-195 1 1/4" X 16'-3" BRACE ROD RH—RH 2 544063-240 1 1/4" X 20'-0" BRACE ROD RH—LH TURNBUCKLES: 1 1/4" DIA. = 095274 REVISION NO. 3 REVISION NO. 4 pp pp� 2 DATE tj V u LE R Fj CAD TECH: CONSTRUCTION ICI CHECKED BY., 6601 EXECUTIVE DRIVE KC. MO 64120 PHONE 816-24E _B 44 TYP. 3'x7' 82 H.M. DOOR 2'-9" 8'-0" 12'-3" 28'-2" GIRT 530923-201-6 FIELD CUT AT HM DOOR • ■® ilkyZ I THESE PLANS AND ALL PROPOSED WORK °' ARE SUBJECT TO ANY CORRECTIONS I � REQUIRED BY RELD INSPECTORS THAT o MAYBE NECESSARY IN ORDERTO FLOOR FLO09OMPLY WITH ALL knPLICABLE CODES, N LINE LINE SECTION A SECTION B STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 BUILDER: PROJECT BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: DUNWOODIE FLORIDA BLDG CODE 2001 AEROSOL CHECKED BY: DATE 7/21/03 BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B SIDEWALL STRUCTURAL ENG'R BY: S. THOMAS LEAD TECH: JACKSON 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ ELEVATIONS @ GRID AA' DRAWING NUMBER I REV. NO. REGIONAL DC #7038 IDIAEROSOL -31 100 I � I m r 0 1'-2" I I I I I II I I I I I I 6'-2" 1 10'-0" EW 27'-0" 2'-0" 55'-2" ROOF —LINE — — \ f� \ r-� I I I I `FLOOR 1 \ I 1 LINE 1 \ -3'-0" 10" EMBEDMENT TYP 27'-0" FRAME 27'-l" 244TYP. FU0457 (TYP.)INTM. SW COLUMN T - X / \ o r-1 r-� I I rl INDICATES OPENINGS 44 TYP. IN FIREWALL 82 AT GRID 0 INTM. SW FRAME COLUMN(TYP.) 3'-0l 54'-0" 164'-4" 27'-0" 27'-0" 55'-2" I I I I I I I I I I I I I I I I 10'-0" 27'-0" 6'-2" EW 21' 2D,5 2D I 19,5 19 cdm18' SIDEWA AT GRID AD III BRACE ROD SCHEDULE PART NL BER DESCRIPTION THREAD 1 544053 229 1 1/4" X 19'-l" BRACE ROD RH-RH 2 544063 240 1 1/4" X 20'-0" BRACE ROD RH-LH 3 544053 224 1 1/4" X 18'-8" BRACE ROD RH-RH I101C7ilI IRN 1 1 1/4" DIA. = 095274 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. AI'r L02LE COMES. �✓�� ram/ STEVEN M. THOMAS, P.E. o LICENSE NUMBER 47919 m REVISION NO. 1 REVISION NO, 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT.- BUILDING DESCRIPTION: DRAWING TITLE.- CAD TECH: DUNWOODIE DATE: DATE: DATE.' DATE. SUTLER FLORIDA BLDG CODE 2001 AEROSOL CHECKED BY.- DATE.- 7/21/03 CAD TECH: CAD TECH: CAD TECH: CAD TECH: ���V��Ir11lyJ��O� BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B SIDEWALL STRUCTURAL ENc'R Br. S. THOMAs LEAD TECH: JACKSON Z L—J 03016 FORT PIERCE, FLORIDA 20 ILL) 5 CL, 0 EQ ELEVATIONS @ GRID AD' DRAWING NUMBER REV. ND. CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC # 7 0 3 8 D AEROSOL — 3 2 O O a KC, MO 64120 PHONE 816-24 -6000 0 REVISION NO. I DATE: o CAD TECH: Z a CHECKED BY. a RMWA C1, 1 2 3 U U U U U U U I U U U U U U U U U U U U U U U U U U c U U U U U U U U a < ¢ a ¢ a do ¢ a a a a a ¢ a a a a a a a a ¢ a a a a a ¢ ¢ a a a a l a a a ¢ a a a 4 5 6 m m m m m m m m m m m m m m m m m m m m m m m m m cc m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m cc m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m u 7 0 0 0 0 8 U 0 c 9 0 CD U 0 0 U U U U u 0 0 U U U 0 u 0 u 0 u u U U U 0 U 0 U U U 0 0 0 0 o moo 0 0 0 0 0 0 0 0 0 0 0 on 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 con 0 0 0 0 10 11 12 1'-0" 18, 18 REVISION NO. 2 27'-0" roMmig CHECKED BY.• 27'-0" 1 27'-0" 1 27'-0" 164' —4" ROOF PANELING LAYOUT REVISION NO. 3 REVISION NO. 4 DATE BUTLER I� CAD TECH: GONSTRUCM L-- CHECKED BY: 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816—�- 20 27'-0" BUILDER: BUTLER CONSTRUCTION 03016 27'-0" m PROJECT. INSTALL REINFORCING CLIPS 560612 AT CORNER AREAS AS SHOWN WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 ROOF PANEL SCHEDULE ID PART NUMBER SUFF. LENGTH DESCRIPTION A 560119 699 487-4 22 GA. MR24 EAVE PANEL ALZN B 560104 699 409-2 22 GA. MR24 SPLICE PANEL ALZN C 560119 699 429-7 22 GA. MR24 EAVE PANEL ALZN D 560105 699 466-0 22 GA. MR24 RIDGE PANEL ALZN G 560105 699 523-5 22 GA. MR24 RIDGE PANEL ALZN NOTE: XX = INDICATES MR-24 CRATE NUMBER ON ORDER XXXXXX. STANDARD NOTES: 1. REFER TO GENERAL ROOF INDEX DRAWING C-104995 FOR ADDITIONAL ERECTION DRAWING REQUIREMENTS. 2. IMPORTANT NOTE -- USE 1/4-14 X 1 1/2 SIDS (097354) FOR THE PANEL CLIP— TO—PURLIN CONNECTION. REFER TO DRAWING D-1080576 OR D-1080222 FOR MORE INFORMATION. 3. ROOF PANELS MUST BE ATTACHED TO ALL ROOF STRUCTURALS TO INSURE THE STRUCTURAL INTEGRITY OF THE ROOF. THIS INCLUDES ALL PURLINS ADDED FOR SPECIFIC LOADING CONDITIONS, ETC. DIRECTION OF ERECTION 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: DUNWOODIE FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 ILL, 5 CL, 0 EQ AEROSOL ROOF PANEL LAYOUT CHECKED BY.• DATE. 7/21/03 ENG'R BY: S. THOMAS LEAD TECH: JACKSON DRAWING NUMBER REV. NO. AEROSOL — 40 100 0 a 2'-0" 4 FlEULb FCUT I I (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) 00 N 00 't r O M I C0 a7 N U) �n r �. ) Ln 0 co co co r r r 00 00 Lo M M M M M M M M M M I M M I o� N I 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 3'-7"H.M. DOOR 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 10" 146'-0" HIGH SIDE AA' AA AA 5 AB AB 5 AC AC 5 AD Q'b ENDWALL P ELING ELEVATION AT RID 1 8' DIRECTION OF ERECTION PANEL PART NO. LEGEND A = 027162 ENDWALL 0 m 0 M O 00 THESE PLANS AND ALL PROPOSED WORK to ARE SUBJECT TO ANY CORRECTIONS J REQUIRED BYfIaoINSPECTO THAT w MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. o W U w a STEVEN M. THOMAS, P.E. CR o LICENSE NUMBER 47919 0 m REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: DUNWOODIE a DATE. DATE: DATE. DATE. BUTLER FLORIDA BLDG CODE 2001 AEROSOL CHECKED BY. DATE: 7/21/03 Z CAD TECH: CAD TECH.' CAD TECH: CAD TECH: ���V��UIiV���OOV BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B ENDWALL PANEL ENG'R BY: S. THOMAS LEAD TECH: JACKSON Y Z �� 03016 FORT PIERCE, FLORIDA 20 LL, 5 Cl-, 0 EQ ELEVATION @ GRID 18, DRAWING NUMBER REV. No. o Y CHECKED 8 CHECKED BY. CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE - REGIONAL DC # 7 0 3 8 AEROSOL KC, MO 64120 PHONE 816-24 6000 2' —0 ° 4„ FI ELD CUT FIELD CUT I I (4) (4) (4) (4) (4) (4) �(4) �4) �4) (4) (4) (4) n N cn co r) � � � Ln N ro co,00 eo ao � r r- m co cD cn Ln Ln I Q) N I 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 3'-7"H.M. DOOR l'-2" 11'-8„ loll 24'-0" 24'-0" 24'-0" 24'-D" 24'-0" 24'-0" HIGH SIDE 146'-0" Q' AD k5D AC AB 5 AB AA 5 AA AA' ENDWALL P ELING ELEVATION AT RID 21' DIRECTION OF ERECTION PANEL P RT NO. LEGEND A = 0 7162 ENDWALL O w O M O m O THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS _ N REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO o COMPLY YVI71I ALL APPLICABLE CODES. & w a STEVEN M. THOMAS, P.E. uo o LICENSE NUMBER 47919 REVISION N0. 1 REVISION N0. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT. BUILDING DESCRIPTION: DRAWING TITLE. JEENGR H: DUNWOODIE DATE.• DATE.• DATE. DATE.,o o D BY. DATE. 7/21 /03 BUTLLF-H FLORIDA BLDG CODE 2001 AEROSOL = 0 CAD TECH: CAD TECH: CAD TECH: CAD TECH: pp � �p BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B ENDWALL PANELBY.• S. THOMAS LEAD TECH: JACKSON�0����lUJ "T V= L 1 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ ELEVATION @ GRID 21DRAWING NUMBER REV. ND.CHECKED BY. CHECKED BY.' CHECKED BY. CHECKED BY.• 6601 EXECUTIVE DRIVE REGIONAL D G 7 0 3 8KC, MO 64120 PHONE 816-24 6000 E R O S O L - 51 00 9 4" FIELD FIELD CUT CUT CORNER TRIM 007461 00 Lo n (55) 570556 I M rl � M m N v1�J1 IC I' CAI ICX 1/1�1I�I I I ce' I If1�11 N 3'x7' H.M. DOOR 3'x7' H.M. DOOR 13'-6" H.M. DOOR H.M. 2'-9° 2'-9" 2'-9" 2'-9" 2'-9" 2'-9" 21_91" 2 _g° 2,-9„ 5'-2° 12'-3" 8'— — 8'-0° 5'-6" 8'-0" 8'-0" 5'-6 8'—O" 8'-0° 7'-8" 3'-8° 4'-11" 8'-0" 5'-6" 8'—O" 8'-0" 12'-3" 4'—O° 1'-2" 28'-2" 27'-0" 27'— 27'-0" 27'-0" 28'-2" EW 55'-2" 54'-0 55'-2" EW 164'-4" 21' 20 5 20 19,5 19 18 5 18' SIDEW LL PANELING ELEVATION AT GRID AA' DI ECTION OF ERECTION 0 0 M O n0 NOTES: - � o N 1. X AREA TO BE FIELD CUT BY ERECTOR. THESE PLANS ANT ALL PROPOSED WORK a I' ARE SUBJECT TO ANY CORRECTIONS o 2.0 ARE TO BE REMOVED TO ACCOMPLISH OPENING. ,, REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. W " STEVEN M. THOMAS, P.E. 2 o LICENSE NUMBER 47919 REVISION NO. 1 REVISION N0, 2 REVISION NO. 3 REVISION NO, 4 BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: DUNWOODIE a DATE: DATE. DATE. DATE BUTLER FLORIDA BLDG CODE 2001 AEROSOL CHECKED BY. DATE. 7/21So Z CAD TECH: CAD TECH: CAD TECH: CAD TECH: �O�I�j�����QOQ�IJ BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B SIDEWALL PANEL ENc'R BY. S. THOMAS LEAD TECH: JACKSON Y Z �� 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ ELEVATIONS @ GRID AA' DRAWING NUMBER REV NO. CHECKED BY: CHECKED BY. CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE R E G I O N A L D C # 7 0 3 8 D A E R O S O L — 5 2 100 a KC, MO 64120 PHONE 816-24 6000 M DATE 00 � CAD TECH: z 0 CHECKED BY.• INSTALL SKYWEB WITH BLA4AR IN BINDING TOWARD GRID MARK TAG UPSLOPE (TYP.) 0 0 o N N N I I 0 I H I I N REVISION NO. 1 RMIIX 1'-2" UNFOLD SK1524 IINTP) W COL. (TY27'-0" 27'-0" REVISION NO. 2 54'-0" DATE: CAD TECH: CHECKED BY. REVISION NO. 3 A 91 I I SK1525 SK1524 D TYP. AT ALL 91 FRAME LINES I I I I B 91 27'-0" 27'-0" FRAME (TYP) DATE: CAD TECH: 54'-0" 164'-4" 195 SKY -WEB LAYOUT REVISION NO 4 27'-0" BUTLER ER u 6601 EXECUTIVE DRIVE MO 64120 PHONE 816-245 6000 27'-0" 54'-0" I I H I I 34'-9 3/8" z = Q ~ _J z BUILDER: PROJECT: BUTLER CONSTRUCTION WAL*MART 03016 FORT PIERCE, FLORIDA REGIONAL DC #7038 33'-7 3/8" 33'-7 3/8" BINDING TIE LOCATIONS FOR AEROSOL r UNIFORM SAG � UNIFORM SAG ROOF STRUCTURALS I� (PURLIN) THE Sky -Web SYSTEM MUST BE INSTALLED WITH A UNIFORM SAG BETWEEN ROOF STRUCTURALS. IT IS FURNISHED IN LENGTHS TO ALLOW FOR UNIFORM SAG ACCORDING TO BUILDING WIDTH AND INSULATION THICKNESS. THE Sky -Web SYSTEM SHOULD BE PULLED IN THE EAVE-TO-SAVE DIRECTION TO EVEN OUT SAGS BETWEEN ROOF STRUCTURALS. TYPICAL SAG BETWEEN ROOF STRUCTURALS 33'-7 3/8" G E N E R A L I N S T A L LA T I O N N O T E S 1.) SEE DRWG. AREA A-92 FOR ADDITIONAL SKY -WEB ATTACHMENTS TO ROOF STRUCTURALS. 2.) SEE DRWG. AREA A-91 FOR SECTION CALL -OUTS. 3.) NOTE THE FOLLOWING DRAWINGS AS BEING PART OF THE SKY -WEB INSTALLATION DETAILS D-1080939 D-1080940 D-1080941 D-1080942 D-1080950 4.) AWARNING The Sky —Web system DOES NOT provide fall protection from heights greater than the plane of the roof. AWARNING Workers must use additional fall protection while installing the Sky —Web system. ® WARNING The Sky —Web system must be installed exactly as shown on the erection drawings. Improper installation could result in serious injury or death. 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 AEROSOL 130 MPH WL EXP. B SKY -WEB 20 LL, 5 CL, 0 EQ LAYOUT 10'-4 1 /2" STEVEN M. THOMAS, P.E. i LICENSE NUMBER 47919 CAD TECH: DUNWOODIE a CHECKED BY: DATE: 7/21 /03 0 W ENG'R BY: IS THOMAS LEAD TECH: JACKSON x DRAWING NUMBER REV. N0. o. a DI AEROSOL -90 100