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HomeMy WebLinkAboutPLANS BATCH 11 - PAGES 101 - 110BOX STRUT SEE DWG. AREA 100-20 44 82 ROOF -- -- — -- -- — -- LINE-- — -- -- -- -- — -- -- -- -- -- \ 2 / I x a / \ 44 TYP. 82 / 1 \ FLOOR LINE 10" EMBEDMENT GRIDS 9 - 11 27'-0' 27'-0' 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" EW EW 191'-4" g' 8 8,5 9.5 10 T,5D ct 11,5 11,5' HI—SID ALL STRUCTURAL ELEVATION AT GRID Q 0 0 n 0 BRACE ROD SCHEDULE PART NUMBER DESCRIPTION THREAD 1 544053-107 1 1/4 X 8'-11" BRACE ROD RH-LH 2 544053-240 1 1/4 X 20`-0" BRACE ROD RH-RH 0 TURNBUCKLES: 1 1/4 DIA. = 095274 THESE PLANS AND ALL PROPOSED WORK 0 ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. W a STEVEN M. THOMAS, P.E. ° LICENSE NUMBER 47919 0 o BUILDER: PROJECT: BUILDING DESCRIPTION. DRAWING TITLE: CAD TECH: DUNWOODIE M REVISION NO. 1 REVISION NO. 2 REVISION NO, 3 REVISION NO. 4 o DarE: DATE: �p 2 o CHECKED BY: DATE.- 7/21 /03 DATE: rCADTECH." BoU BUTLER ER FLORIDA BLDG CODE 2001 AREA 100 W ^oCAD TECH: CAD TECH: C�Oo�l��p�D��p� BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B HI-SIDEWALL ENc'R BY. S. THOMAS LEAD TECH: JACKSON Y CAD TECH: DRAWING NUMBER REV N0. o03016 FORT PIERCE, FLORIDA 20 hL, 5 CL, 0 EQ STRUCTURAL ELEVATIOND BY. CHECKED BY. CHECKED BY. KC, MO 64120 EXEPHONE 8 DRIVE 2 -6000 REGIONAL O NAL D C 7 0 3 8 D A R EA 10 0 — 3 U O U a SILL/HEADER FG9284 SILL/HEADER 194 HEADER GJ2612 (TYP.) BOX STRUT SEE DWG. BOX STRUT SEE DWG. 89 ROOF GJ2611 AREA 100-20 AREA 100-20 LINE - - - - - 32 18 GIRT 34 TYP. 60 0 8" Z GIRT 60 0 TYP. 15 81 80 550317-029-0 81 530927-359-4 82(329 U.N.O. g0 82 Ln WIND POST 8" Z GIRT x x x GJ2544 - 530927-359-4 in N 8» Z GIRT - - N X � o o �/ 530925-347-4 V ? y /� (TYP. U.N.O.) /� FLOOR /\ LINE POST GIRT CHANNEL o HM DOOR 33 I GIRT Typ 24 GIRT 3'X7 FRAMING (TYP.) 3'X7' FIELD CUT 3'X7' 3'X7' 530925-254-4 GJ2 )0 543318 81 81 530925-170-6 HM DOOR HM DOOR HM DOOR HM DOOR HM D R 81 (TYP. 4 PLACES) 3'-0" -4" 1'-11" 1'-4" 16'-6" 10'-6" 24'-0" 24'-0" -4" 21'-4" 10'-7" 12'-0" 12'-0" 13'-8" 3'-4" 23'-8" 1'-2" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" (STORE FRONT NOT BY BMC) EW EW 191'-4" 11 5' 11,5 CtD 10 9 5 Cb 8S 8' LOW-SID WALL STRUCTURAL ELEVATION AT GRID T 0 0 M A m BRACE ROD SCHEDULE 71 PART NUMBER DESCRIPTION THREAD 1 544063-097 1 1/4 X 8'-l" BRACE ROD RH-LH 2 544053-240 1 1/4 X 20'-0" BRACE ROD RH-RH TURNBUCKLES: 1 1/4 DIA. = 095274 ARE SUBJECT TO ANY CORRECTIONS o REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO%�e�rr'� COMPLY WITH ALL APPLICABLE CODES.03 w a r STEVEN M. THOMA5' P.E. o LICENSE NUMBER 47919 BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE.- CAD TECH. DUNWOODIE M REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 a DATE.• DATE o pp 2 CHECKED BY: DATE 7/21 /03 Z \ DATE.• DATE: BUTL ER FLORIDA BLDG CODE 2001 AREA 100 W CAD TECH: CAD TECH: CAD TECH: CAD TECH. ��p���u �p� BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B LOW—SIDEWALL ENG'R BY. S. THOMAS LEAD TECH: JACKSON Y 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ STRUCTURAL ELEVATION DRAWING NUMBER REV. No. o CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC #7038 AT GRID 2 2' F AREA 1 0 0 — 31 0 0 5 KC, MO 64120 PHONE 816-24 -6000 a rn rn It 12 2 �2 5.1071 2 �2 2' I 5 ROOF LINE � I '--CANOPY ROOF BEAM EP9146 S85 CANOPY COLUMN TS 4 x 4 X 1 /4 (SEE SCHEDULE) II EMBEDMENT VARIES (SEE SCHEDULE) CANOPY BRACKET EN9216 ALONG GRID Q ER2299 © GRIDS R.5,S & S.5 EP9205 ® GRID 8 EN8853 ® GRID 8.5 INTERMEDIATE SIDEWALL COLUMN OR SIDEWALL COLUMN I I I _ I ER229 © AREA 100 R.5, S, AND S.5 I I FLOOR LINE COL. SW FACE OF GIRT 7" AT GRID T ONLY POST ISW COL. 1'-0" 6'-10" CANOPY 0" T T' Q' 9Q 8' 8 SW CANOPY AT GRIDS 6.5-7.5, R.5—S.5, 8 & 8.5 12 4 1' A„ 5� UR_�4 RINEF SP PCES CANOPY ROOF BEAM EP9200 115 85 CANOPY COLUMN N = GK1902 ^I W I 1'-10" CANOPY BRACKET EN8853 SIDEWALL COLUMN FLOOR LINE �J SW COL. POST 1'-0" 9'-01, SW COL.. CANOPY 1 -2 10'-0" T' SW CANOPY @ GRIDS 9 8c 9.5 m REVISION NO. 1 REVISION NO. 2 DATE. DATE: DATE: CAD TECH: CAD TECH CAD 7 z 0 Y CHECKED BY CHECKED BY.- CHECK d- r� i 3.625 r 5.1071-12- R2�2 2 ..2 ,l �1 I QSP PEES ROOFLINE I `-CANOPY ROOF BEAM EP9146 115 I 85 I I CANOPY COLUMN (SEE SCHEDULE) I li I I r2" COL. POST 6 SW COL. 6'-10" CANOPY 7' -loll 7,8 8' EW CANOPY AT CANOPY BRACKET EP9202 FLOOR LINE 3.625[- r') CD N W Ld w ll'-0 15/16" FLOOR LINE JYY VVL. SW COL. l'-2" Q b SW CANOPY AT VALLEY BOLTED CONNECTION SCHEDULE O QUANTITY BOLT NO. DESCRIPTION NUT NO. A 12 097284 3/4 X 2 1/2 BOLT A325T 1 095235 COLUMN SCHEDULE GRID CODE EMBEDMENT 6.5 GK1903 -1'-10" 7 GK1904 7.5 GK1900 8 GK1907 -l'-2" 8.5 GK1907 -l'-2" R.5 GK1901 +0'-2" S GK1901 +0'-2" S.5 GK1901 +0'-2" T GK1901 +0'-2" * -INDICATES 2" OF GROUT TO FINISH FLOOR ELEVATION 7,8 Q 85 7„ 8'-0" 27'-0" 7" FACE OF GIRT 7702273-319-' GIRT 702273-095-4 RT FIELD CUT GIRT SIM. 208 , o _ 209 89A II I I I I I I H I I I 0 00 27'-0" 1 27'-0" 27'-0" T 6 5 c / ) 7t FLOOR LINE CANOPY GIRT LAYOUT (GIRTS ® l'-4" & 7'-6" A.F.F.) JYY VVL. SW L. 1'-2 SW CANOPY AT HIP REVISION NO. 3 REVISION N0. 4 DATE o u LSI1 CAD TECH: (UUNSTRU0TI]0 CHECKED BY: 6601 EXECUTIVE RIVE KC, MO 64120 PHONE 816-< l l'-0 15/16" BUILDER: PROJECT: BUTLER CONSTRUCTION WAL*MART 03016 FORT PIERCE, FLORIDA REGIONAL DC #7038 BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 ILL, 5 CL, 0 EQ a THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESiARY IN ORDER TO COMPLY VWTPd ALL APPLICABLE COM, GIRT 702273-095-4 FIELD CUT 0 I N STEVEN M. THOMAS, P.E. R LICENSE NUMBER 47919 DRAWING TITLE: CAD TECH: DUNWOODIE AREA 100 CHECKED BY: DATE.• 7/21 /03 CANOPY LAYOUT Y ENG'R BY: S. THOMAS LEAD TECH: JACKSON AND E L EVAT I O N S DRAWING NUMBER REV . NO. D AREA 100 —32 00 a PANEL FASTENER USAGE BRII ROOF PANEL P-P: (097357) BRII ROOF PANEL P-S: 097354 PAINTED HD. r a O z Q U N r 0 Ln GABLE TRIM 630306 WALL CLOSURE 630313 SDS (097 (3'-0' 0. SOFFIT TRIM (640334) REVISION NO. 1 DATE• CAD TECH: Z 0 Y CHECKED BY., a L� JJ 7,-10" CANOPY ENDWALL I 5.10712 I EA A-45 ROOF PANEL HING PAN ON DWG AREA A-45 I (COLUMN cib ROOF PLAN DETAIL AT EW TRIM BRII ROOF PANEL (FIELD AS REQUIRED) 9, I VALLEY FLASHING 630290 (10') VALLEY SECTION A -A ELD CLOSURE IS REQ'D. BLE ABLE (520007) ELD N CH OVER PURLIN) CLOSURE (026649) - CLOSURE (026648) 4 CONTOUR GUTTER - GUTTER OUTLET 640432 SDS 097264 (1'-0" O.C.) CLOSURE PAINTED HEAD SDS 097354 SOFFIT TRIM J 640334 DETAIL 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 DATE.• DATE.' DATE: BUTLER TLE CAD TECH: CAD TECH: CAD TECH: GONSTiRUQ�0� CHECKED BY, CHECKED BY.• CHECKED BY: 6601 EXECUTIVE DRIVE KC. MO 64120 PHONE 816-24 -6000 S.D.S 097364 AT CORR.---, RII ROOF PANEL EAVE PURLIN SDS 097354 3'- 0" O.C. SDS 097354 l'-0" O.C. BUILDER: BUTLER CONSTRUCTION 03016 RIDGE CAP 630282 (10') PANEL CAP - FIELD FABRICATE PANLASTIC 025392 (CONT.) GABLE ANGLE 520007 FIELD NOTCH OVER PURLINS CTION C—C BRII ROOF PANEL 10'- (560384-122-2) SCRUBOLT 097104 (3) PER PANEL SHIP DIRECT FROM SUPPLIER GUTTER SUPPORT GUTTER SUPPORT CHANNEL WIDE CONTOUR G GUTTER OUTLET 630039 AT GRID 8' 630226 AT GRIDS 8.5 TO 11 EAVE CLOSURE SDS 097364 (1'-0" O.C. FLAS H I I\ FP5525 SEE PANEL INSTALLATION DETAIL ON DWG AREA A - ROOF PANEL DETAIL i� PANLASTIC 027893 (CONTINOUS) /- EAVE ANGLE (702177) MR-24 RUBOLT 096932 -0" O.C.) STRUT TORX HEAD SDS 097365 (6' O.C.) CANOPY BEAM 2 PANEL CLIP 560441 THESE PLANS AND ALL PROPOSED WORK DETAIL 2 ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. BAR JOIST STEVEN M. THOdAP LICENSE NUMBE a PROJECT.- BUILDING DESCRIPTION: DRAWING TITLE- CAD TECH. DUNWOODIE a FLORIDA BLDG CODE 2001 AREA 100 CHECKED BY: DATE. ZWAL*MART 130 MPH WL EXP. B ROOF PLAN ENGR BY: S. THOMAS LEAD TECH: FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ AND DETAILS DRAWING NUMBERREGIONAL D AREA 100 —33 DC7038 a 1'-0" 0 m 0 R DATE.• c i o CAD TECH: z 0 CHECKED BY.• 8,5 Cp CqD 11 1L5 191'-4' 27'-0' _ 27'-0' _ 27'-0" 1 27'-0' 27'-0' 27'-0' 27'-0' FRAME TYP. 10'-0" U U U U U U U U U U U U U U U U U U U U 0 c) U 0 U U U U U u U U U U U U U U U U U w U U U U U U a a a ¢ a a a ¢ a a a ¢ ¢ a ¢ ¢ ¢ a a a a a ¢ a a ¢ a a a a a a a a a a a a ¢ a a a a a a a a a w 1 2 3 4 5 6 w w m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m ca DIRECTION OF ER REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 DATE.• DATE.• DATE. BUTLER 1 � CAD TECH: CAD TECH: CAD TECH: CO0 V ST R U O 0 O N I I CHECKED BY.- CHECKED BY., CHECKED BY: 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-24° ON " INSTALL REINFORCING CLIPS 560612 AT CORNER AREAS AS SHOWN ROOF PANEL SCHEDULE ID PART NO. SUFF. LENGTH DESCRIPTION A 560119 699 602-4 22 GA. MR24 EAVE PANEL ALZN B 560105 699 586-3 22 GA. MR24 EAVE PANEL ALZN C 560119 699 544-7 22GA. MR24 EAVE PANEL ALZN D 560105 1 699 1 644-0 22 GA. MR24 EAVE PANEL ALZN E 560591 699 257-0 22 GA. l'-O" MR24 PANEL F 560591 699 236-4 22 GA. l'-O" MR24 PANEL G 560586 699 240-3 22 GA. l'-O" MR24 PANEL 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. 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 BUILDER: PROJECT BUILDING DESCRIPTION: DRAWING TITLE.- CAD TECH: DUNWOODIE BUTLER CONSTRUCTION 03016 WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 ILL, 5 CL, 0 EQ AREA 100 ROOF PANEL LAYOUT CHECKED BY.- DATE: 7/21/03 ENG'R BY.- S. THOMAS LEAD TECH: JACKSON DRAWING NUMBER REV. No. REV. NO. D AREA 100 -40 100 / S.W.EAVE \ \ / V GABLE ANGLE MEMBER00 DETAIL 5 ON \ / DWG. AREA A-44 BRII WALL PANEL BRII WALL PANEL ROOF LINE CN 1 (4) N (4) (4) () N (4) (4) (4) (4) 0 0 0 rn rn rn DO ao eo N CNLc N r I X L I L� 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 3'X7' HIM. DOOR 11fill FIELD CUT 4" 4" FIELD CUT PANEL PART NO. LEGEND 98 —4 A = 027162—VARIES—ENDWALL Q' R 5 cib S,5 T' NOTES: EN DWALL AN ELI NG ELEVATION 1. z AREA TO BE FIELD CUT BY ERECTOR. / \ AT GRID 11.5' 2. AREA TO BE REMOVED TO ACCOMPLISH OPENING. FINISH FLOORI, g \ BRII WALL PANEL d :d 4 I d Q. d a a ®I a DIRECTI OF ERECTION O .. d < > d d d O G d O _ n _ O THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD 114SPECTORSTHAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. w U , W STEVEN M. THOMAS, P.E. D 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. op pip F�I� V Il L E FLORIDA BLDG CODE 2001 AREA 100 CHECKED BY. DATE. 7/21/03 Z CAD TECH: CAD TECH: CAD TECH: CAD TECH: C ONSTRUCT II BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B ENDWALL ENc'R er. S. THOMAs LEAD TECH: JACKSON Y U 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ PANELING ELEVATION DRAWING NUMBER REV. NO. o a CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY.' KC, MO 66601 4120 E XECUTIVE DRPHONE 8 61 V 245 6000 REGIONAL DC 7 0 3 8 AT GRID Q DA' " AREA 100 -50 00 ski A �I k=r - � w � S.W. � / EAVE MEMBER GABLE ANGLE \ / T / \ f r� L- I DETAIL 5 ON DWG. AREA A-44 BRII WALL PANEL BRII WALL PANEL ROOF LINE —\ — — — — — — — — — — — �I (4) N (4) N (4) (4) N (4) N (4) N (4) N (4) Lr 00 00 0000 W O O N A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A FIELD CUT 4" 4" FIELD CUT 98'-4" PANEL PART NO. LEGEND A = 027162—VARIES—ENDWALL T' S�cb cb NOTES: ENDWALL ANELING ELEVATION — 1. AREA TO BE FIELD CUT BY ERECTOR. T GRID 8 ' T\ff/ 2. ® AREA TO BE REMOVED TO ACCOMPLISH OPENING. / C \ FINISH FLOOR T g \ BRII WALL PANEL 00 a ,4 °. I d..4 Al DIRECTI N OF ERECTION1 —> ° ° d' 4 . 4 O C d °, O d' 9 ° - - \ 4 a: I — o THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS o REQUIRED BY MELD INSPECTORS THAT MAYBE NECESSAI�'►' IN ORDER TOAz- COMPLY WITH ALL APPLICABLE CODES. -7 �� f �� W U K W a STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 o REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: DUNWOODIE Q DATE: DATE.• DATE: DATE.- CHECKED BY.- DATE: 7/21 /03 BUTLER FLORIDA BLDG CODE 2001 AREA 100 CAD TECH: CAD TECH: CAD TECH. CAD TECH., CONSTRUCTIONBUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B ENDWALL ENC'R BY. S. THOMAS LEAD TECH: JACKSON Y z 1 1 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ PANELING ELEVATION DRAWING NUMBER REV NO, o a CHECKED BY CHECKED BY. CHECKED BY. CHECKED BY. KC, MO 641 1 EXECUTIVE PHONE 8 DRIVE 245 6000 REGIONAL DC # 7 0 3 8 AT GRID @ D D . 5' WAREA 100 - 5 2 00 a TOP TRIM SECTION A O.C.) INSIDE CORNER TRIM EU8600 CORNER TRI 007461 (10 rn 0 REVISION NO. I REVISION 110. 2 REVISION NO. 3 REVISION NO, 4 DATE. DATE. DATE: DATE oo UTLE ;F CAD TECH: CAD TECH. CAD TECH., CAD TECH: CO u V SLST W U O � O Y CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816—< - n 7„ r- (12) 0 / 0 6'-101, 27'-0" 8'-01, 8t 8b 78 7" SCREENWALL ELEVATION @ GRID T.2 SECTION B SECTION BUILDER: BUTLER CONSTRUCTION 03016 GIRT BRII —' WALL PANEL \NOPY PANELING ELEVATION @ GRID 8.5 NOTE: ALL WALL PANELS CODED - 027094 PROJECT., CANOPY COLUMN TRIM 640375 (107) REMOVE LIP WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 LL, 5 CL, 0 EQ THESE PLANS AND ALL PROPOSED WORK If. ARE SUBJECT TO ANY COR0ECTIj~I3 REQUIRED BY FIELD INSPECTC410 TVjAa MAY BE NEC f IN CRCR I0 COMPLY WITH ALLA L, A=,. "` & DRAWING TITLE. CAD TECH: AREA 100 CHECKED BY. - WALKWAY ENG'R BY.- PANELING ELEVATIONS IDI ARE STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 Iliyil oreloll� DATE.• S. THOMAS LEAD TECH. DRAWING NUMBER A 100 -53 7/21/03 iz w JACKSON Y REV. NO. 00 U 34'-9 3/8" 33'-7 3/8" 29'-11 1/4" 8 EW UNFOLD TAG J INSTALL SKYWEB WITH BLACK THREAD J IN BINDING TOWARD GRID 8 & PART 0MARK TAG UPSLOPE (TYP.) _ I I I IH SKI 521 C 1 91 ,—no 27`-0' A 91 M 191'-4' 27'-0' I - - 27'-0" 1 , 11 11,5 11,5' EW 27'-0' 27'-0' 1'-2" I I I SK1522 I SK1 1 22 I I I � I I D TYP. AT AL 91 FRAME LINES I I I I I I I I 1 M REVISION NO. I DATE: DATE.. CAD TECH: CAD TECH: Z 0 CHECKED BY.: CHECKED BY., REVISION NO. 2 DATE: CAD TECH: CHECKED BY: SK1523 I I REVISION NO. 3 DATE: CAD TECH. SKY -WEB LAYOUT REVISION NO. 4 11 BUTLIJER CONS`TRUQT� OM u1 6601 EXECUTIVE DRIVE MO 64120 PHONE 816-245 6000 0 o zt cu BINDING TIE LOCATIONS FOR AREA-100 r UNIFORM SAG � UNIFORM SAG ROOF STRUCTURALS (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—EAVE DIRECTION TO EVEN OUT SAGS BETWEEN ROOF STRUCTURALS. TYPICAL SAG BETWEEN ROOF STRUCTURALS G E N E R A L I N S T A L L A T 1 0 N N 0 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.) ® WARNING The Sky —Web system DOES NOT provide fall protection from heights greater than the plane of the roof. WARNING Workers must use additional fall protection while installing the Sky —Web system. WARNING THESE PLANS AND ALL PROPOSED WORK The Sky —Web system must be installed exactly ARE SUBJECT TO ANYCORRECTi0413 as shown on the erection drawings. Improper REQUIRED BYCIELDINSPECTORS TIIAT installation could result in serious u in r or MAY BE NECESSARY IN ORDER TO death. injury COMPLY WITH ALL APPLICABLE COVES. BUILDER: PROJECT: BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP, B 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ REGIONAL DC #7038 M ro _ I STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 DRAWING TITLE: CAD TECH: DUNWOODIE Q AREA 1 OO CHECKED BY.- DATE.• 7/21/03 Z SKY -WEB ENG'R BY: S. THOMAS LEAD TECH: JACKSON Y ASSEMBLY LOCATIONS DRAWING NUMBER REV. NO. o D AREA 100 -90 00