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Covering Schedule <br />Trim Schedule <br />Id Qty 'Type Start Length Gage OP Fin. Color. Increment Direction <br />Id <br />Parts <br />Color <br />Details <br />#5 17 PR 7'-9" 26 1 K ZG 3" Left to Right From Peak <br />T1 <br />(5) BA1, (10) FDT 10 <br />Match Wall Color <br />EN52A1,RCOOAI,WCOlA7,WC04A1 <br />#7 17 PR 7'-9" 26 1 K ZG 3" Right to Left From Peak <br />T2 <br />CT20 <br />Match Wall Color <br />WC20A1 <br />Oper. Code:1=SQ,SQ <br />T3 <br />(7)RCHB15,(5)RKF20,RKF10 <br />Cool Colonial Red <br />RC30Bl <br />Finish:K=KXL <br />T4 <br />BSI,GGCI,MCCI,PRF1 <br />Cool Colonial Red <br />RC38A1 <br />Color:ZG=Zinc Gray <br />T5 <br />RRCI0,SPC10 <br />Cool Colonial Red <br />RC38C4 <br />T4 <br />I I <br />I <br />I <br />N <br />it <br />r> <br />I <br />N <br />F-I <br />01 <br />r-I <br />N <br />O /'• / / <br />LO <br />El <br />T5 <br />T3-50'-2 1�16- -- ``�� ~-- - --- ---� <br />---- - -._ —__T4 <br />C C G e L OI f O F�D FD OF F t F F G C G C F <br />� <br />I 1 1 I I I I I 1 I I I I I t I I 1 I <br />a N In n In ID ID l0 r r !` r r r n I` ID ID %D ID In In In In <br />(17)#7 (17)#5 <br />T1 <br />1. PRE -DRILLING 118 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS <br />MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP <br />LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS <br />2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, <br />REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. <br />3. PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE <br />TO BE FIELD CUT. <br />4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. <br />THE VP ENGINEER'S SEAL APPLIES <br />ONLY TO THE WORK PRODUCT OF <br />VP AND DESIGN AND PERFORMANCE <br />REQUIREMENTS SPECIFIED BY VP. <br />THE VP ENGINEER'S SEAL DOES <br />NOT APPLY TO THE PERFORMANCE <br />OR DESIGN OF ANY OTHER PRODUCT <br />OR COMPONENT FURNISHED BY VP <br />EXCEPT TO ANY DESIGN OR PER- <br />FORMANCE REQUIREMENTS <br />SPECIFIED BY VP. <br />100'-01, <br />COVERING ELEVATION AT 9 <br />Name = 100 X 200, Wall = 3 <br />THIS DRAWING, INCLUDING THE INFORMATION HEREON, <br />REMAINS THE PROPERTY OF VP BUILDINGS. <br />IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING <br />DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND <br />SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR <br />ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN <br />APPROVAL OF VP BUILDINGS. <br />THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY <br />RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP <br />IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS <br />DRAWING, DETAILS REFERENCED IN THIS DRAWING, <br />ALL APPLICABLE VP ERECTION GUIDES, <br />AND INDUSTRY STANDARDS PERTAINING TO PROPER <br />ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY <br />BRACING. <br />Thomas W. Truxton <br />P.E. No. 57109 <br />''L►(�� VP Buildings, Inc. <br />1140 West Mountain Street <br />Kernersvile, NC 27284 <br />PERMIT SET- For Building Dept. Approval <br />VP Buildings COVERING ELEVATION AT 9 <br />3200 Playors Club Circle Memphis TN 38125 <br />REV DATE BY DESCRIPTION BUILDER JOBNO <br />Canco General Contractors 09-7858 <br />CUSTOMER Mike Lynch DATE <br />LOCATION Zephyrhilis, Florida gRCO <br />BUILDINGS 4/2/2009 <br />PRUDEN DRAWNICHECK <br />. • PROJECT Wheelblast FCJ <br />BUILDERS PO# A BlueScope Steel Company pgGE <br />NTS 1162 VPC VERSION: 7.1 f 22 <br />4/21 /2009 9:29:29 Mr -NA L: Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc. <br />