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11760 SW HALL BLVD-5 r • w ' r: I A7AA L^1`701 T. X157• _JG a" eN77MX My L,4,-, / ax iOF� _ VAI e7L4 LiFw Ur.9 I Ou LZ a WELLS FA12GO 11760 SW HALL BLVD BUP2002-00463 loft w • w • Is • � a • �� 7""<7 ep .. fi 1-4`,7_1Y\ ��MC7V,41,�, r : fro a ', _.,_.,. �xi.n;, �:mr•�r�mc::r"-.;.4.".HWC.`-'S�'fd'ifi:Y':[C' tC .. tl� - t v NOTICE: IF THE PRINT OR TYPE ON ANY �►-jl ( r ► ( I I ( I I ( � lil III IIT I ( I I ( I I ! I IIT I ( 1 If l Ili TfT" Ili ! ! i III III IIII III III III III I ill 111 III III ill IIf III Ill III IIIIIIIf III I ( I Illllllllll III Illilll III III I ' Illll I I � � � I I I I � � IMAGE IS NOT AS CLEAR AIS THIS NOTICE 1 2 3 4 5 6 'l 13 dad IT IS DUE TO THE QUALITY OF THE No.36 (�`'WWO NM»""" ORIGINAL DOCUMENT _ —_-_- __- — _ _ _ _ T �-�-�- U'� i ��Z 8Z L 8Z � Z �' Z EZ Z TZ OZ 6I gi GT 9I 5T � T ET ZT iT T 6 8 L 9 9 E Z T ��ai3w lll►��illllll��IIIII IIII IIII IIII IIII IIII IIII Illllll�l l ll Illi lllllll� LLLI IIIL IIII. IIII LIII .III Ilii IIII IIII iil! 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ORIGINAL DOCUMENT �� ------ -- E 6Z SZ 1, Z 8Z SZ � Z �Z Z TZ OZ TH SILl9i 9i VT EI ZT ii I 6 8 L 8llII1!IIIIIIIIIII11� 1111Lil1 ll l 111111111! l1.1-1_ Illl ll 11 .1111111IIII1111 1111IillIIII11111111Ill IIIIIILIIILII Illiti l ') II I 1111111 111111 .111 ll1►�IIII 1IIL1tll 111. 11111 111 1 Tat- I --•7 t E F ( VAT I (f/N 45 T71i 1 ! 1 To IN :,_.__ _, JA✓�, 1 i 1—doop Z 4!�0 WjA Mao All !� I �'�t�i"l hl� -� T�� �.1��.� 1�1A►L�.. _�_._.-- - � ��� � f'�t l...s�•...� I ! ' � I t f 1 f � WELLS FARGO � 11760 SW HALL BLVD ���� ��`�''�� ,L • �' � �� SIT95-0:1003 10F1 REEY 2 9 . 9i5 NOTICE: iFTHEPRINTORTYPEONANY II � f � llllll lllllli l ( ILi:�iT iIIIIII IIIDT � i � plil�il-rTi -ji i ' i I � r1.�. Ili � ill �_��.rT�. Ilr.lT.17 11ilr� r r� r� �� - 1 I I I i � I dao 1 2 r 3 �'� 6 9 - 10 11 12 Mat - 3 IMAGE IS NOT AS CLEAR AS THIS NOTICE, _l__ � g _ IT IS DUE TO THE QUALITY OF ThE No.36 ORIGINAL DOCUMENT ^� �— -r —,-- E 6Z 8Z� LZ 9Z Z fiZ £Z Z TZ Oc, 61 8T � L � 91I �5T � T E1 ZT TT 1 6 8 L 8 3 fi E Z i TMAN ��i� �i�i ►iii i�i�ilii� iiia ilii ilii ilii ilii iiia �i_�. �<< .� 1�� ��� ►�« lii��i �l�i iii il�l��iii Kiri ilii i�������I ���� ��i�I�l�� ��l ��II ��l� ��II I��I (��� I�I,����� ���I � 111 llll .11� illi llll Illi l�.l.l � .� ��� � , PL.ASTI LINE, INC . 623 E . EMORY ROAD , P . O . BOX 59043 , KNOXVILLE, TN 37950 INSTALLATION I FOUNDATION SPECIFICATIONS FOR: 1 . TEST LIGHT SIGN UPON DELIVERY. 2 . DIG FOUNDATION , PLACE ANCHOR BOLTS AND ELECTRICAL _ USE OR REUSE OF THIS DOCUMENT FOR OTHER LOCATIONS IS STRICTLY CONDUIT, AND POUR CONCRETE. E PROHIBITED WITHOUT APPROVAL OF ENGINEER. 3. ALLOW CONCRETE TO CURE 7 AY SIGN : P -- 43 - 16 HEIGHT: 16 ' I , DAYS. 0 4. INSTALL AND LEVEL COLUMN . WIND: 80 MPH 5. ANCHOR BOLTS AND COLUMN BELOW GRADE MUST US BE COATED WITH ROOFING TAR . 6. PLACE SIGN ON TOP OF COLUMN DROPPING ELECTRICAL LEADS TO BOTTOM OF POLE. BOLT SIGN IN PLACE WITH 1 . CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS. A- 325 BOLTS (PROVIDED) . REMOVE EY2 . CONCRETE SHAL RAY EYEBOLTS AND L BE READY MIXED AND DESIGNED TO DEVELOP' A MINIMUM REPLACE WITH SET- SCREWS. COMPRESSIVE STRENCTH OF 3000 PSI IN 28 DAYS. 7. INSTAL L J - BOX ON COLUMN . MAKE PRIMARY R WIRING 3 . REINFORCING BARS SHALL CONFORM TO ASTM A- 615 GRADE 60 WITH CONNECTIONS AND TEST LIGHT SIGN . DEFORMATIONS IN CONFORMING WITH ASTM A- 305. 8 . PLACE SFCTION OF COLUMN CLAD WITH ' BRACKETS ON 4. THE ENGINEER HAS NOT INSPECTED THE SITE. THE STRUCTURE IS DESIGNED AND INSERT THROUGH PRE- DRILLED HOLES COLUMN .. PLACE 3/8" FLAT WASHER ON 3; IN MOUNTING /8" M . SCREW FOR A PSF WIND FORCE. THE FOUNDATION IS DESIGNED ASSUMING A R z SOIL WITH A MINIMUM LATERAL RESISTANCE CAPACITY OF _ p B A,CKET AND COLUMN . PLACE„ �/8 FLAT WASHER, SF PER FT. 3/8 LOCK WASHER, AND 3/8 HEX NUT ON M . SCREW OF DEPTH . THE INSTALLER SHALL CONSULT LOCAL AUTHORITIES / ORITIES IF THIS DESIGN AND TIGHTEN, SECURE NUTS WITH SILICONE AFTER TICH IS SUITABLE FOR THE SITE. THIS DOCUMENT ORIGINALLY ISSUED AND , SEALED L G TENING. BY ROBERT TAYLOR. IF THIS DOCUMENT IS COPIED AND/OR TRA ATTACH SIDE CLADDING WITH 1 /4X1 W/� 10 FL SS SCREWS. / NSMITTED 9 . TOUCH UP SIGN ELECTRO�IiCALLY, THE COPIES SHOULD NOT BE CONSIDERED A CERTIFIED AND COLUMN CLAD WITH PAINT PROVIDED. DOCUMENT WITHOUT ROBERT TAYLOR'S ORIGINAL SIGNATURE AND SEAL. CLEAN FACES AND CLACDI�IG. 10 . CLEAN JOB SITE OF ALL DEBRIS. FOUNDATION DESIGNED AS 3000 PSI CONCRETE. WELLS FARGO 11760 SW HALL. BLVD BUP97-00142 1 af'4 Pf/N : 00-00-004-8242 PLASTI - LINE , INC . P.O. 00X 59043 KNOXVILLE TN 37950-9043 DSGNR: JLE DWG. BY: JLE CH ' K BY: -- - - SCALE• - - - DATE: 8 -26 -96 DATE: --_ _ DESCRIPTION. INS "FALL FOR P -- 43 -- 1 e -�- CUSTOMfrR: REV DATE -IN-1-T] ECN DESCRIPTION --- of CHANGE _ WELLS - PARG0 PROPERTY OF PLASTI- LINE, INC TUNSPECIFIED RADIITOLERANCES: ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED u DRAWING NUMBER: TO DUPLICATED. =•015 R _ XX--t.03 .xxx�.015 ANGLES=t I' n 1 OF 4 B 1 6670 NOTICE: IF THE PRINT OR TYPE ON ANY TT[1-1111 111jiil j111111 11111111 i � lll � l I + I � I (T i I I ( I I (TTf�TI � I I ( f 1 ( I ' I� I III III I ( i I � I I ( I i � I lIl III III III I ( f TTr T ( rr1rl- r� I [IIlp- I1rr�.�( rCf ( �Ir1T(lIl III 1IIlIIIIIII . 1--rp- � I 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 2 I I 5 6 7 8 9 - 10 11 12ict, y _ IT IS DUE TO THE QUALITY OF THE _ _ _ _ _ No.3f; ORIGINAL DOCUMENT (�E 6 Z � Z L '111111,11 8 Z ---5Z� Z` 0 Z_ -_6 T t3 T L T 91 � 5 T � T � T I Z T T Z T 6► i 8-�^ �L 8 9 fi E Z T ui3w IIIIIIIII ILII !III 1111 ILII ilil ILII ILII Illi VIII ���1�(II� ���( ���! uii. u 111 uu ll SIGN SPECIFICATIONS 1 . LAMPS 10 F48T12 DSN50 X10 _ 2 - BALLAST L2 ) JEFF 256 - 648 3.VOLTA,E 1 10 VAC 4 .CONN . LOAD 6 .0 AMPS 8 ' - 3 21 /32" 5 .CIRCUITS ( 1 ) 20 AMPS 6 .SERVICE B1 . H I N QED FACE BLACK FILLER 7 .CRATED WT 424 . 72 LBS 8 . UNCRTED W1 350 . 40 LBS 5 - 1 3/8 9 . MAX • DESIGN 11� .. WIND LOAD: 1, 80 MPH 6 X 6 X . 188 WALL SQUARE TUBEGROUT BENEATH BASEPLATE WITH EMBECO PRE — MIXED GROUT NUT, BY MASTER BUILDERS LOCK WASHER, 16' FLAT WASHER BASE PLATE 10' — 10 5/8" _ 14" DETAIL A GREY GRADE POLE COVER 7 9/ 16 6,� - ' TI I -` Tj --�. } I 1 /32 5 2 _ FLAT WASHER , I L NUT 5 —4 EL CONDUIT `', ANCHOR BOLT r-s (BY INSTALLER - .� .) _� . . .. 1 " - 8 X .30" (4 REQ,D -INGW, ' •....t � ( P/N 11 - 27 -065- 9990)3 y pF DETAIL A • d• Q�ed• •�d ,n SCALE: 1 /4 = 1 ' --off t�PP�� ou11y PPp�as dee���b ................ �, WELLS FARCO ,� INC . d o �Go khe �' � � 11760 SW HALL BLVD dot on y JO•r2ot4 P.O. BOX 59043 BU P97_00142 T w• .r- ��eC �o.. �a��o � •,•...••��� �---� Z,-�,1. 11 KNOXVILLE, TN 37950-9043 S,e �'� Pt�a to G .BY: J LE C H ' K 8Y: --gate.---- ALL STEEL BELOW GRADE DSGNR. JLE DW Addte�sf (INCLUDING EXPOSED ANCHOR BOLTS SCALE: - - - DATE: 8-26-96 DATE :CONCRET� 1 . 40 DS ) EXCAVATION : 1 . 400 YDS TO BE COATED WITH BLACK TAR oEscRlFr?�GV: INSTALL P 6 AFTER INSTALLATION AND PRIOR — TO LANDSCAPING . cu °MSR: WELLS FARGO P R 0 P E RTY OF P LAST I -- LINE, INC . UNSPECIFIED RADII ALL DIMENSIONS ARE IN INUS DRAWING NUMBER: TOLERANCES. _s uNt.Ess oiHERwIsE sPECI�IEo S H �" 2 (� F4 RJ 16670-----.-1 r Y/ :J� A Nnl' Tn RF nin Ir.ATF n -.015 R .xx .03 .xxx .ops _ AMc�Es NOTICE: IF THE PRINT OR rCi-11if lilllil IIIIIII Illlllrl 1111111 Illli �l Illll � l II.TIIIT� IIIIIIf III 111 111 III III 111f 1111111 III ' ill III IIl III Ifl III i � 1 -llf III III III II' I � III ► I1 III IIIIIII IIIIIII IIIIIIII '" , _� ,� , , , `�,� IMAGE IS NOT AS CLEAR AS THIS, NOTICE. 1 z 3L.-- 4 5 6 7 $ 10L- Ili- IT IS DUE TO THE QUALITY OF THE _ _ No 36 ORIGINAL DOCUMEN-r E�6Z 89 LZ 9 Z 9z t Z I � _ I ` � L 9 -- -- - v -�- Z � -- T �11li IIII IIII IIII IlJill IIIIIIHIIi11 11L .11111111 IIII II���I�1I11III IIII IIII IIII IIII IIII IIII LI111111 _1lll1I � 1i aitli�w 11111411 4- 1 " ANCHOR BOLTS POLE COVER z z , 12" D o � U W W O C) O 03 BASE PLATE 9" of WELLS FARGO 5" , 11760 SW HALL BLVD 112 MOUNTING BOL I'S BUP97-00142 3of4 (4) 1 /2 - 13 X 2" �OL.TS PLATILINE S - ! N P.O. BOX 59043 KNOXVILLE TN 37950-9043 DSGNR: JLE DWG. 6Y: ,SLE CH ' K BY: - - - SCALE: - - - DATE: B -26-96 DATE : , COLUMN TOP PLATE DESCRIPTION: INSTALL P -- 43 - 16 CUSTOMER: WELLS FARGO PROPERTY OF PLASTI— LINE, INC. UNSPECIFIED RADII TOLERANCES: ALL DIMENSIONS �:R IN oRA1NING NUMBER. - =.015 5 R CES. S E INCHES UNI�SS OTHERWISE SPECIFIED S H T 3 0 F OT TO 8E DUPLICATED. .xx=�t.os � .xxx=i.a1s ,,HG�1� ,• B 16670 NOTICE: IF THE PRINT OR TYPE ON ANY rlr III 111 � I � il � ,il�_. � i � III III Ili SIT r��.-_ r�l r11 r.l �— .1 � 1 X11 fll 111 tlt Iil 11 � � � � 111 111 � � � ' 11 fel 111 � � � 111 111 111 ( II 111 Ili 1111111 fll IIS 1111111 111 11111111111 'T I I i I I f I I i I I 5 IMAGE IS NOT AS CLEAR AS THIS NOTI�,E, 1 _ 2 3 4 5 7 8 9 - _1.O_ 11 12 __ _ ------- -- — -- --- _—-- _ —� - --- L IT IS DUE TO THE QUALITY OF THE _ No.36 �� ; .���•��^ : a ORIGINAL DOCUMENT IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�llllil111111111ll� llll�l< «<l �lll. ill llll �llllilll�I1111 Illillllllllillllillllll� llll� Ill II II ILII IIIc il,l sill IIII I��.�Illl 111 1111 ill 1111 LIII Illl l.11l�.�l.la. l�ll �ll� W.1� IIIIl1�II ENGINEER. SMIIH CUSTOMER: WELLS FARGO PROJECT: 43SF @ 16OAH WIND LOAD: 2. 4 . 000 PSF NO. COL. 1 . 000 SHA��E CENTROID TOTAL ITEM HEIGHT WIDTH FACTOR HEIGHT ARES, FORC --- - E MOVEMENT SIGN HEAD 5. 115 8 . 304 1 .000 2 . 557 42 . 472 1 . 019 . CLAD 10. 885 1 . 333 1 .000 5 , 4 �- 607 COLUMN � 43 14 . 513 1 . 368 1 ,; . 598 CAISSJN COLUMN 0. .00 0. 000 0.000 0. 250 0. 000 1 . 368 16 , 282 MOMENT O.A. H . 16 . 500 FORE 16. 282 FT. - KIP 1 .368 KIP COLUMN STRESSES (CODES P= PIPE; O= OTHER REFERENCE UBC 2907 & TABLE 29 - 8 ASSUME SOIL CLASS # 4 SW, SP,SM ,SC ,GM , & GC COLUMN COLUMN Ixx Sxx ALLOW. I ITEM MOMENT DEPTH WALL COIxx ACTT. 4L LATERAL BEARING PRESSURE PSF/FT. DEPTH 150. COLUMN STRESS STRESS_ S 1 000 PSF/FT. SIGN HEAD 2 . 607 4X4 0. 188 6. 590 3. 300 710. 489 PSF � 23. 100 7. 109 CAISSON DEPTH (d) # CLAD 1 , . 598 0. 000 0.000 0.000 DIV/0 ! #DiV/O! 5.33G FT. 0 COL.. 1 � #DIV /O!, CAISSON DIAMETER (b) 6. 282 6X6 0. 188 23 .800 7.930 27, 600 1 AVERAGE HEIGHT (h ) 3.000 FT. 8 . 479 11 . 905 FT. BOLT CALCULATIONS A = 2 . 34 * FORCED "(S ' *b% 1 . 501 T _�f� � CALC DEPTH 5 .228 FT. BOLT BOLTS/ , ENSION�' BOLT ALLOW. ALLOW. MSN . THICKNESS w c� REBAR ITEM MOM NT SPACING PLAT _ 24 . 247 IN . -� B© DIAMETER SIRES TENSI':�N ((M* 12 * 1 . 7* 32 * . 75 /(. 1 78*PI 1 3 SIGN HEAD - �.N )) /� 2. 659 8 . 000 4,000 1 . 466 0. 500 20. 000 � ACTUAL DIAMETER CLAD 15. 598 #DIV/O! 3'92 ' CONCRETE EXCAVAT 36. 000 IN . COLUMN 16 . 282 12 .000 4.000 6. 106 1 . 000 20.000 15. 708 1 .395 YDS PLATE CALCULATIONS TENSION/ MOMENT MOMENT PLATE PLATE P ITEM _BOLT ARM PLATE LATE MY . . WIDTH DEPTH THICK THICK SIGN HEAD 1 .466 2 .000 5.865 CLADQ0 p• DIV O! 10.000 10.000 0.500 0.361 � / 0 DIV/0. _ COLUMN 6. 1 Q6 3.000 36. 634 #DIV/O! 15.000 15.000 1 ,000 0. 7,: 7 WELD CALCULAI IONS WELLS FARGO11760 SW HALL BLVD BUP97-00142 LENGTH GUSSET THICKNESS WELD 46f4 ITEM GUSSET ANGLE GUSSET Iw ACTUAL S w ' SIGN HEAD 0.00 R--�� WEL.D 0 0.000 0.000 P LAS 0.000 LINE921 . 33 0 I � Cw 0.074 0. 188 � CLAD 0.000 0.000 0.000 0.000 #DIV/O! #DIV/O! P.o. eox 59043 COLUMN p•p0 0.000 KN � _ �0 0.000 0.000 ???? 85. 120 0. 116 KNOXVILLE, TN 37,150 9043 0. 1F;8 DSGNR: JLE DWG.BYo JLE CH ' K 8Y.• - - - SCALE: DATE: 8 -26-96 DATE.- DESCRIPTION: INSTALL P -- 43 -- 16 Cus'TOMER: PROPERTY OF PLASM- LINE, INC. UNSPECIFIED RADII WELLS F LICAT NQT TO 8E DUPD. �,Q15 R TOLERANCES: ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED DRAWING NUMBER: XX--t.03 .xxx-t.01 S ANGLES--t I• S H T 4 OF 4 _ B 1 6670 I NOTICE: IF THE PRINT OR TYPE ON ANY rCII11 � 1111111 X111111 1111111 1111111 1 ! 11 ; 11 II1rl � I i1"T1-iI1 � Il1 1 ! 1 1 ! 1 111 III III Ill f'� I III III 111 111 III 111. III f � l III ill 111 iI1 � l1 ' 111 I IIMAGE IS NOT AS CL�cAR AS TH1.5 NOTICE, 1 � 5 cJ 6 7 $ 9 � 1. 1 1� ! `�'' GC� _ - _ �.J C .��- 3 IT IS DUE TO THE QUALITY OF THEOCTM'. cq...... , ORIGINAL DOCUMENT 63 8Z LZ IIII IIII IIII ILII IIII IIII II 97Pt � UZ 61 ` � 6 11II IIII 1 11 II1I 1_ll 11-11IIII. IIII 8 L 9 E Z` Iiaiw (III IIII IIII IIII IIII IIII illi�illf IIII ill .1111 IIII IlI IIII IIII IIII IIII Ill! .Ill.! fill � 1111.1 llI Ilii LLII ILII l�l.l. ll . 1111. 1111�1�11 �