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Home My WebLink About3200 Orlando Dr (2)August 22,1988 TO WHOM IT MAY CONCERN; This letter will.hereby authorize Mark Gardner, an employee of MELWEB SIGNS, INC. to apply for and pick up permits under my State Certification, ES 0000020. Sincerely, � laoft MARK A. HANSEN Orlando District Manager Sworn to and subscribed to me this 22nd day of August 1988. Notary /Aublic; State of Florida My Commission Expires: NOTARY PUBLIC, STATE OF FLORIDA. MY COMMISSION EXPIRES: AUG. 26, 1991: BONDED THRU NOTARY PUBLIC UNDERWRITERS: 1515 Golfview Avenue, N.W., P. O. Box 547916, Orlando, Florida 32804 (407) 849-6150 1515 Golfvlew Avenue, N,W,, P, O, Box 647916, Orlando, Florida 32804 (407) 849-6150 14 93 94- 5 43 4 G i �� 9 10 II //� Iz jI 14 16 I& \ \ LRK7MLJ RAJ V10/ UY tO. tE.6 alE ', / / �cIJ1 oz aLl 1 I? Ib iQ - iD Z1 V. 23 v426 LU Z7 29 �50 // c 07 - 1"i 7 -- I 3JI - -_ 7 - . I I I 1 I I I I 1 1 V- I 1 1 I I I I I I I I 1. J1LW 1_IJ ! W I I L[i I I 1_1,5 loll ��J_111L11_ O 0 I LL"Ye_ em� --) 1 Ian IP,70 , 153o 3.4 oo* - I� caro Win. W4/6ar JA) `CAf al [T(H ,! 7r a k f t .dN � FTS b� .�+,, n^}A• g y Pf "` ti s` r �',�/�� 3 v Bl -'a �' M3�� _w•f� ° .t - .. r tr �iR .i!` M 0 0 AADM) A111AINIJ111 699INV T PII/Il^!'ff,M II^'` ! -, C L..• . ' MITE if 4 YIl✓4. i/ �' V"^s► �r -1/2—r a PI—• W—R 3` 416. �•'�!'W MA /1yTfAff /'/Z1/IVr/J T w 1611 TIZH10 Mpg • YX A -111_ryl. W _9 1, ri IlUST��'-1�T��• P��,�; �Nr�T�.~� �I��1� ��1�, r 01Jk MU) C h1 PYI) /S/P AIMN NPOl/ND ,-/LITR ow _ - TWO SIA161f 1r 2� f[I)lYeAO& SF 3/61-/�4e /yf��,� �'��lT,�.� bjj(p//99!J f _7`d&) 15A�- TO -SKk OIV5lN6(,( -PWf _13-11IMPTI PERMIT � g DATEr] C',0 RES! CDENTiAL-____..—._..__._COIv PAERC IAL (-:-A)— Z�WO G '-q1Cb �)l 0WNr- R �e-S0i26'S��l« C, CONTRACTOR f LP- e— _,F � RICHARDSON ENGINEERING 131 Zelma St. ORLANDO, FL 32803 WG. by ,IS DESIGN IS THE EXCLUSIVE PROPERTY Of MELWES SIGNS. INC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THEIR WRITTEN CONSENT DIMFNSIONS MAY VARY SLIGHTLY BECAUSE OF PRACTICAL LIMITATIONS INHERENT WITH FABRICATION toot APPROVAL DAtt Miv IS 1004 1vt/% 1A 1_)8_L71A 000 Engineering design is in accordance with the 1965 editior. of S3BC for 33 PSF reglon5, Y/AoA VVI Engineering calculations are for sign support strecture and foundation.• 3 Section Area PSF Force Centroid Moment :4t Y 1 120.0 sq.ft. X 33.0 PSF = 3,960.0 lbs. X 31'100•ft. 122,760.0 ft.lbs 2 0.6 sq.ft. X 33.0 PSF = ' 19.3 lbs. X 26.50 ft. 510.1 ft.Ibs MELWEB SIGNS 3 30.0 sq.ft. X 33.0 FSF = 990.0 lbs. X 25.(30 ft. 24,750.0 ft.lbs Y 4 14.0 sq.ft. X 33.0 PSF = 462.0 lbs. X 12.00 ft, = 5,544.0 ft.lbs 153,564.1 ft.lb3. / t poles = 153,564.1 ft.lbs. per pole. Federal Company 153,564.1 ft.lbs. X !c” 1 30800 = 59.63 in."3 req`d. , I 14 in. X-stg. pipe w1 .500 in. wall at 72 lbs. t ft. Yields 69.1 in 3. Steel to be 36 XSI yield stress, and welding to be in accordance with AWS 01.1-81. K' • of • • •ral Signal Corporatio A pad base would be 3.25 ft, deep X 6 ft. wide X 12 ft. long (perpendicular to face) OF7 Dole. DAYTONA BEACH ORLANDO LAUDERDALE FT MYERS This base uses 8.7 As. of 3000 PSI concrete per pole. Foundation design is based on an allowable soil bearing pressure of 2000 FSr i"M - �,• `� x.''ReinforceE!ent steel shall be grade 40, and a 3 inch concrete cover shall be elai13 c�sTo.tER �' sA�Es REv114 -�' • Sign and structure weight per pole is assumed at 2,000.0 lbs, per pole. ADORESs 0.25 X 6 X 12 X 100 = tt%,O lbs. of dirt coyer over base. 3.25 X 6 X 12 X I50 = 35,100.0 lbs. of concrete in basec'T' t NOEET OF 38,900.0 X 6 X .67 = 156,372.0 ft.lbs. of R.M, which is greater than 153,564.1 ft.lbs, reQuire:' per pole. DATE AQ 11 . Fk DIS'GNfR. f 1701 SCALE Joe NO O! I L57"! SKI Tc H no % ' ' i A, 141Ek� r ! � • t ,! 7r a k f t .dN � FTS b� .�+,, n^}A• g y Pf "` ti s` r �',�/�� 3 v Bl -'a �' M3�� _w•f� ° .t - .. r tr �iR .i!` M 0 0 AADM) A111AINIJ111 699INV T PII/Il^!'ff,M II^'` ! -, C L..• . ' MITE if 4 YIl✓4. i/ �' V"^s► �r -1/2—r a PI—• W—R 3` 416. �•'�!'W MA /1yTfAff /'/Z1/IVr/J T w 1611 TIZH10 Mpg • YX A -111_ryl. W _9 1, ri IlUST��'-1�T��• P��,�; �Nr�T�.~� �I��1� ��1�, r 01Jk MU) C h1 PYI) /S/P AIMN NPOl/ND ,-/LITR ow _ - TWO SIA161f 1r 2� f[I)lYeAO& SF 3/61-/�4e /yf��,� �'��lT,�.� bjj(p//99!J f _7`d&) 15A�- TO -SKk OIV5lN6(,( -PWf _13-11IMPTI PERMIT � g DATEr] C',0 RES! CDENTiAL-____..—._..__._COIv PAERC IAL (-:-A)— Z�WO G '-q1Cb �)l 0WNr- R �e-S0i26'S��l« C, CONTRACTOR f LP- e— _,F � RICHARDSON ENGINEERING 131 Zelma St. ORLANDO, FL 32803 WG. by ,IS DESIGN IS THE EXCLUSIVE PROPERTY Of MELWES SIGNS. INC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THEIR WRITTEN CONSENT DIMFNSIONS MAY VARY SLIGHTLY BECAUSE OF PRACTICAL LIMITATIONS INHERENT WITH FABRICATION toot APPROVAL DAtt Miv IS 1004 1vt/% 1A 1_)8_L71A 000 Engineering design is in accordance with the 1965 editior. of S3BC for 33 PSF reglon5, Y/AoA VVI Engineering calculations are for sign support strecture and foundation.• 3 Section Area PSF Force Centroid Moment :4t Y 1 120.0 sq.ft. X 33.0 PSF = 3,960.0 lbs. X 31'100•ft. 122,760.0 ft.lbs 2 0.6 sq.ft. X 33.0 PSF = ' 19.3 lbs. X 26.50 ft. 510.1 ft.Ibs MELWEB SIGNS 3 30.0 sq.ft. X 33.0 FSF = 990.0 lbs. X 25.(30 ft. 24,750.0 ft.lbs Y 4 14.0 sq.ft. X 33.0 PSF = 462.0 lbs. X 12.00 ft, = 5,544.0 ft.lbs 153,564.1 ft.lb3. / t poles = 153,564.1 ft.lbs. per pole. Federal Company 153,564.1 ft.lbs. X !c” 1 30800 = 59.63 in."3 req`d. , I 14 in. X-stg. pipe w1 .500 in. wall at 72 lbs. t ft. Yields 69.1 in 3. Steel to be 36 XSI yield stress, and welding to be in accordance with AWS 01.1-81. K' • of • • •ral Signal Corporatio A pad base would be 3.25 ft, deep X 6 ft. wide X 12 ft. long (perpendicular to face) OF7 Dole. DAYTONA BEACH ORLANDO LAUDERDALE FT MYERS This base uses 8.7 As. of 3000 PSI concrete per pole. Foundation design is based on an allowable soil bearing pressure of 2000 FSr i"M - �,• `� x.''ReinforceE!ent steel shall be grade 40, and a 3 inch concrete cover shall be elai13 c�sTo.tER �' sA�Es REv114 -�' • Sign and structure weight per pole is assumed at 2,000.0 lbs, per pole. ADORESs 0.25 X 6 X 12 X 100 = tt%,O lbs. of dirt coyer over base. 3.25 X 6 X 12 X I50 = 35,100.0 lbs. of concrete in basec'T' t NOEET OF 38,900.0 X 6 X .67 = 156,372.0 ft.lbs. of R.M, which is greater than 153,564.1 ft.lbs, reQuire:' per pole. DATE AQ 11 . Fk DIS'GNfR. f 1701 SCALE Joe NO O! I L57"! SKI Tc H no % ' ' i A, 141Ek� J