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Covering Schedule <br />Id Qty Type Start Length <br />Gage OP Fin. Color <br />#2 44 PR 6'-11 7/8" <br />26 1 K ZG <br />#3 21 PR 19'-1 7/8" <br />26 F K ZG <br />#4 2 PR 18'-ll 3/8" <br />26 1 K ZG <br />Oper. Code:l=SQ,SQ <br />Oper. Code:F=CR,SQ <br />Finish:K=KXL <br />Color:ZG=Zinc Gray <br />r <br />F <br />Trim Schedule <br />Direction <br />Id <br />Parts <br />Color <br />Details <br />Left to <br />Right <br />T1 <br />DF10,JT07 <br />Match <br />Wall <br />Color <br />WC24A1 <br />Left to <br />Right <br />T2 <br />DF05,HTS05 <br />Match <br />Wall <br />Color <br />WC24A2 <br />Left to <br />Right <br />T3 <br />(6.9)BA1,(14)FDT10 <br />Match <br />Wall <br />Color <br />EN52A1,RCOOAI,WCOlA7,WC04A1 <br />T4 <br />JT12,RKC15 <br />Match <br />Wall <br />Color <br />T5 <br />(2.6)BA1 <br />Match <br />Wall <br />Color <br />EN52A1,RC00AI,WC0IDI,WC04A1 <br />T6 <br />DE1, DN1, (2) DS 10, (4) DST1 <br />Match <br />Wall <br />Color <br />RC38F1 <br />T7 <br />CT10 <br />Match <br />Wall <br />Color <br />WC20A1 <br />T8 <br />(10) EG201, (20) PCA10A, (69) STR2 <br />Cool <br />Colonial Red <br />RC03B1,RC04B1,RC32B1,RC39A2,RC6lB6,WC04A1,WC]lAl <br />T <br />T8 <br />(8)#2 <br />(16)#2 <br />(12) 2 <br />I <br />(8)#2 <br />T3-24'-6" <br />(4)#3 <br /># 4 <br />T2 <br />(4)#3 <br />T3-49'-0" <br />#4 (2)#3 <br />T2 <br />— <br />T3-39'-6" <br />—(1 <br />)#3 <br />T2 <br />- <br />T3-24'-6" <br />= <br />i <br />j <br />% / <br />% <br />to 0 <br />El <br />/ <br />/ #3 <br />/ <br />/ <br />Op / <br />Open / / <br />/ Op n / <br />/ <br />�; <br />/ <br />OEl <br />5-11'-3 3/9" <br />3/4" <br />/ /' <br />/ <br />T5 2'-3 3/4" <br />TS-4'-9 3/9"'/ <br />' <br />T5-11'-3 <br />3/4" <br />T5-11'-3 <br />3/4" <br />T5-11'-3 <br />i <br />/ <br />// <br />/// / <br />- - -- <br />- - — <br />—I- <br />- <br />-- -- <br />— <br />--- <br />4'-6" 1.-11'-3 3/4" 3'-4 1/'"�' 11'-3 3/9" <br />I _�I <br />1. PRE -DRILLING 1/8 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 />I I <br />9'-0" 2' I I-3 33'-4 <br />200'-0"— <br />1/? 4'-9 3/4" 39'-6" 1. 11'-3 3/4" 3'-4 1/��11'-3 3/4" 1, 24'-6" <br />II I `'I�� <br />COVERING ELEVATION AT A <br />Name = 100 X 200, Wall = 2 <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 AND/OR 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 />fit/• <br />twmas W. Xton <br />P.E. No. 57109 <br />4/1,11 11� VP Buildings, Inc. <br />40 West Mountaln 8trrst <br />KemsnvilN, NC 27M <br />PERMIT SET- For Building <br />Dept. Approval <br />VP Buildings <br />COVERING ELEVATION AT A <br />3200 Players Club Circle Memphis TN 38125 <br />REV <br />DATE <br />BY <br />DESCRIPTION <br />BUILDER <br />Canco General Contractors <br />JOBNO <br />09-7858 <br />CUSTOMER Mike Lynch <br />DATE <br />DINGS <br />EVARCO <br />4/2/2009 <br />LOCATION Zephyrhills, Florida <br />DRAWN/CHECK <br />FCJ <br />EN <br />A BlueScope Steel Company <br />PROJECT <br />Wheelblast <br />BUILDERS PO# <br />PAGE <br />NTS <br />1162 <br />VPC VERSION: 7.1 f <br />21 <br />wwww w_ww_w.. <br />FILENAME: <br />�rlivi.1—MR1m_Q, <br />nRuitrlin M—thA—.riro <br />I., <br />'F/LI/LVYa a..LI 1wilnu Vy11Wl HQUV'/yJ.YrV <br />