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HomeMy WebLinkAbout09-9382 CITY OF ZEPHYRHILLS 5335 - 8Th STREET • (813)780 -0020 9382 BUILDING PERMIT Permit Number: 9382 Address: 7540 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: MONUMENT SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 35- 25 -21- 0130 - 00000 -0100 Improv. Cost: 2,075.00 Date Issued: 8/03/2009 Name: NOM ZEPHYRHILLS LLC Total Fees: 60.00 Address: 3841 GREEN HILLS VILLAGE DR ST 4 Amount Paid: 60.00 NASHVILLE TN 37215 Date Paid: 8/03/2009 Phone: (615)269 -5444 Work Desc: INSTALL 2 CHANNEL LET BLDG/ 2 8.75X11.2 WALL /MONUMENT EXIST ELECT DIXIE SIGNS,INC, SIGN 60.00 t / VS; Ma:.. .. 1 :-- ,z4.: �n' �<.e ;.: -ate as E; -.- s& = ,tk'°,. ' i1 6 ', .z, t a • FOOTER ELECTRICAL ROUGH FINAL REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before r - cording your notice of commencement." ify CON RAC OR SIGNATURE PERMIT OFFI rR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER v N V. cr J v a O C! + C 21 p = _ p 6'0 "(11'0 "MAX) ; O CA CD O Z # * o �` D O *.-11 y T c ** c 0 o — c T V D T - 0 * * o -' w O 4'-9 3/B "" DDN P+ y o — °1 —I Z Z o Q Z 0 x c 3 !C c rn 0 0 O A- 5 o M 3 N Z r. --I O rr 0 -" c m In c o :a 0 7- 70 0 _ = B m r 3' " — $, ti m C K H , Q G � G F TI n O I � I= u. In c) ` 3_ '1 T n G 1111 y ' I I, I. I. I. - ' i • fO • m �. o o c c'o 0 - 0 in y CU CU = < G v O o • a m m a'-. Z _ to Z co A - • Q n 0 N y 7 C cn W Cr� `n CD m a (1 � � r- ' r y a �?N co �d9� rn mil, 0, .„.. K C cr a> "" " . • 0 v ' UH cn 'Z 1 -", cs o �± X e9 cc �) c r 'dam - a, - o o - CD Air O. II CD [ r [ c7 O o a' a „, I'd P cn n t--- 4 c ' m II o -0 �p o O a -o 0. o , or O Y 0 G ∎ -3 m O o .(' j � j I 0. 1 1'I I I' I I' r J' I' P r b (■ ■ o © © p 7 - /a " 9N� ma 33 V ai m a N 3 3 ao r sik `” , sik s m7k� aK W *tur m f., y r Ow, r W O., IA a O. co v# e n 1 a m o # m o N b1 � .. C y f ., 0,N m -i 77 N J acaO T r r. r S m a s 8 . p 0 ... ` O rL * X O — 9 x O - m r c r z 2. OD z 1 I+ m cn E y m v Z \ n'I 1 Y. i. 1 I. ! - N gym 30.. -o •. D ° O .,',1".: % 2 R,g s ayc �s g il ` T 1 ' 1 ' - i I 1 r. 1 I� I z I+ j H S T N co N * o C _. • ytim 1 3,c xe O " v 1 o z 3m 3 ro m m o z m m cn- y 9 E c, N 0 O O co THIS DESIGN AND ENGINEERING IS SUBMITTED AS OUR PROPOSAL, AND THE RIGHT TO USE ' EXHIBIT IN ANY FORM, IS NOT AUTHORIZED WITHOUT WRITTEN PERMISSION BY US SIGNS aaeq o m m m A v C n v N CO n > 4 ° TIRE _ ° Ty ° c 4 7.777 % 1 - 41 m m ?, > 5 n y O N r m v m o m n a ° O C co = °. <^ 5.1 '" Z A n m 2 ti O A N a x �° � O S c 07 C P r c C ED ° " D y m p z N 111 7 3 C "O c .. .. y A ?,i . Oo O o �' N O j N .p n O ,° 7r IC 3a a° fi A O O V c a N KINGDOM V VX O 9 y a 1 7 2 O SI Z a • v O a ,a, O N a F £E e3m m A SIGN ELEVATION ogg �� D o _ o EXHIBIT ``' - " t N m o , = ' 0 g � m = 5 Ca CI Date: . 7/16/09 City, State: Zephyrhills, FL SHEET: 1 OF 1 Client: US Signs Overall Height: 15' -0" Max. Sean M. McFarland, PE Sign: Tire Kingdom Wind Speed 110 mph McFarland Engineering Project Description 7540 Gall Blvd. Table of Contents Content: Page ME Job: 09 -16113 B PO 720234 Design Loads 1 Connection Design 1 Overall Size: 1' -9" x 9' -6" Installation Details (Numbered Mounting Height: 15' -0" Max. Separately) Mounting Style: Moument Mounted Cabinet, Attached w/ Liberty Bolts or Toggle Bolts Structural Variables and Code Loading Specifications Sign Type: Channel Letters / Wall Signs Code: 2007 FBC w/ 2009 Amend. ' Existing Wall Material: Other Wind Speed: 110 1 1 1 Sign Weight Per Foot: 15 Wind Exposure: c Wind Loads Per ASCE 7 -05 Connection Design Seismic Loads Negligible . Using ASCE 7 -02 (Simplified Procedure) Topography: Homogeneous I = 1.15 (Table 6 -1) Exposure: C lambda = 1.21 (Figure 6 -3, Exp. C, height =15 ft) Enclosure: Enclosed Structure: Components and Cladding Zone = 5 (End -Wall - Worst Case) Building: Category III Effective Wind Area = 10 Sq. Ft. Net Wind Pressure = -29.1 (Figure 6 -3) l l I f JDps- Total Load Pnet = (lambda)*I *Pnet Pnet (15) = -40.49 PSF Sign Loads Area Pressure (Suction) Force Cabinet 16.63 FTA2 -40.49 PSF -673 LBF • Connection Design Connections Force Per 3/8" Dia. 3/8" Dia. qG 1FQ D-b--(?) 414 11 Total Connection Toggle Bolts Liberty Bolts Cabinet 6 -112 LBF 245 LBS (O.K.) 10 -67 LBF 95 LBS (O.K.) Connection Specification Total connectors required - Attach Cabiet to Metal Monument w/ Either (6) 3/8" Dia. Liberty Bolts (Assume Min. .125" Metal Face Material OR (10) 3/8" Dia. Toggle Bolts (Assume Min. .125" Metal Face Material. Space Connectors Evenly Around Cabinet Perimeter. Don't Overtighten. Engineering of Monument Supports and Footing By Others and Nearly Unaffected By The Addition of These Signs. Sean M. McFarland, PE • 19526 Kuykendahl Spring, TX 77379 • Phone (281) 813 -7439 • Z ** o of D o G7 ° y x Crr C O z z 0 y 0 m Q Z i i i o N ? D o o o, m m oO to c c m m � . 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CI) , 0 y C7 Hit F. c_ 5 ou -N < c 6' -O" (11' -0" MAX) 2 cr.) - 0 ti M f° a A on ccp co k 4 ' -9 3ie ° O O y CO C G) Q' Fir ZIT CD m , A y Q a q ' s ° • : :®•m•r:,: co a HI A t> m 0 co d j N N 7 '11 IV ' 6.1s o' � us 1 — 3 m m i m C= ,. n O , W s g,,' o CO -I d o- v o CO fT ' 6j? ° CO C) - © -I n T CA r q m Cpl CO v -. n m oil) 1 C Pik —I _' i y m •� m m w ;ski �/ pe m O \ X ° ° 4 n c7 Z s o tD . r:•1 m n p p c k 4 q 2 O . O ' al C!t I 1a;a - VI 0 � . _ O7 CD y K l ip' 3 _. I CD c a 23„ ilium CD © , '1 m z o i &�� : -I : I� m K = 1�f < - z K rn co o a = m w 7 -1 /4 " =- 0 D c 03 co m - - c, n I ICI c r r 'D CU CT CO 11111111111g - 0 '-• CD v tn_ o = a Co N i p 0 C CD D C y i co Z cn o 3 1+ a o = m ! ! . CD : ' Allpill•- a II �� II � i� s ' • s • s Ij T '� I} °f O - ' THIS DESIGN AND ENGINEERING IS SUBMITTED AS OUR PROPOSAL, AND THE RIGHT TO USE OR EXHIBIT IN ANY FORM, IS NOT AUTHORIZED WITHOUT WRITTEN PERMISSION BY US SIGNS gg e- O "0 O C) N D N to r ° n m D N A m r v °' Q a � TIRE '" D Z. F. » a'cl ' m n a 0 c7 2 A m c m -,, 2— N < N y O ED 30_ mz N o y m j; KINGDOM Wma ° o o� x-� a - o • 3 s z . °m V 0 2 n O ` N $ w x n 0 D • m m o p 3 SIGN ELEVATIO a ge A r - s g _ N °° m a F of EXHIBIT N o � CJ T r 2 n w ' m. o i . :11:4 r i/1 to t° w _V w II V Gl v V E . a y_ • < e = Z ► y 1, c� CD c -6' 2- /a -CI a a ° °7 y °1 cn ° 1 ' -5" 1 � 1' -7 1/" -n ? e o RI CD r— CD c a a �� v, m 'G = • • y N I� CD CD c . ) r y C m m ° `2 a' VA 0 ®��� - o ° g ° CO m T I. r Ell K c ° co a, Q t° a m C 3 ° .a =,-. n r. s o, iii C ° A '1,o; �o� p w ti m m p c 3 a 3 m "'' _ o CO 4' N c = T a. a T 1 R •`_. 7,- oo C ° = o f 0 W= - Z �1 m s . w 0 c �L1L1 f1 a, 7r M . DOMED Q ▪ d =. < 3 CD T c . 0- m .0 C a -, _ a = co a c cr -i IHH II1 m °• c , fV Cp N j I W w -• a f ° CD -0 'V 000 Q CE CD H P m CO CD 7 Do "> a a to * b•11 C., . a f ' - 3 3 - i a 0 r. y [ 0 F S'l a Ih C r a Ci Fi 7Rf c. %.' r O if a t"'C ri i g. : el —1 Q t a a ro3 ' O V] ° ° m XI y r O CA s co o * m o y ����� ' c c � �o m N Z � _ v m !■ Z f m Jf Z a a = "' _ 2 n D C m lig a M y 9 C C T_ rn CI s 7--"7"-IIMMNIN -11 O ~ t E 4 C 1 G € r 1 ��_ r r THIS DESIGN AND ENGINEERING IS SUBMITTED AS OUR PROPOSAL, AND THE RIGHT TO USE OR EXHIBIT IN ANY FORM, IS NOT AUTHORIZED WITHOUT WRITTEN PERMISSION BY US SIGNS. e3e — y° � D ° ° A N� � � o 2 ° TIRE ° T ° W > � 1 .. —, 4 D m 0 0 O m z, Q n T =� N O "off " 2_ 0 ° c O z m m 1 D N 2 m Z m 2 --1 Q W u x o m 0 X 7 T c C 2 22r N M z s o n v KINGDOM Ca�� 3 a N� o a3" ° m 3 S IGN ELEVATION eg o ° iT 4. o. L.^ r, Q � °a£3 �` = 0 EXHIBIT w S 0 0 a to -+ a E, z 7 w 1 n v .---. V W 0 V C = at m r • 00-E_ 07 r 3' -2 3 /a CT1 x m �, , - eD y C C y . . E . C Z ■ • Cr) N • m= o n C c T 2'/4° a n • y cri 0 25 1' -5" 1' -7 1 /z" m .. 1 — 0 to m c co vi cj m a 4—� �� n r U) y Q n ccoo o m Q. m '� T =- _ ra) o I. o = 2 c 0 y 2 0 lia , , ,.., -6., uiiii Q 1- 0 CD n _. cn C co C 23 0 d DJ D) .. 1 1� , , DDDD O C - N fn d - M 0 D = a W G ' co Z , d . CD II I Li �. C C=) * o X CO -.7 1 I T N C N co Cn - 1 — ,i Tr I CD o o f m I'(:. CI• I y s m so < m CD CL CD CD C r ,t' s aa r� 1a a IA 9 3 � y5n m yy��....�� a = 3 $q o I= s l 3 g ys r • • 0�� y � 9 >$s a x ; a E. ms? n C7 n' '-rC - � t J . 1 ., 7:.- a - e -3 - -- - - h ':e �m � = c c ra •, N33 O O r mm�� ,a'mm 33 trl a O � = aN amo °s O C 5 r Z r ti C m ro == m o m r Z Z `m m =_„ Qe = m � .] U. ` •7 ~ � r CI > CD n c am - C ) C t.-- iE 1 r . t � el ° D l i r :d r T!I 1I AND ENGINEERING IS SUBMITTED AS OUR PROPOSAL, AND THE RIGHT TO USE OR EXHIBIT IN ANY FORM, IS NOT AUTHORIZED WITHOUT WRITTEN PERMISSION BY US SIGNS. z o 0 o v o n d D N 0 D S I_ � y°m H m AOymv o m . n TIRE T D C W yy.�� n y ?-! ,, 3 D F, = m v 2 --1 o O a hi 2 H m I V7 �O ° > v O IN) mz N o N v KINGDOM n o � ' z .° • m V O V V Vm ° m w % D • u, � -d3 =3A m Rs o ; 3 SIGN ELEVATIO ° '^ o u a t. ` `� a o EXHIBIT a N �' a Date: 7/16/09 City, State: Zephyrhills, FL SHEET: 1 OF 1 Client: US Signs Overall Height: 25' -0" Max Sean M. McFarland, PE Sign: - Tire Kingdom Wind Speed 110 mph Project Description 7540 Gall Blvd. Table of Contents Content: Page ME Job: 09 -16113 A PO 720234 Design Loads 1 Connection Design 1 Overall Size: 3' -3" x 11' -5" Installation Details (Numbered Mounting Height: 25' -0" Max Separately) Mounting Style: Raceway Mounted Channel Letters, Attached w/ Thru Bolts or Kwik Bolts Structural Variables and Code Loading Specifications Sign Type: Channel Letters / Wall Signs Iv Code: 2007 FBC w/ 2009 Amend. ■ Existing Wall Material: Other ■ Wind Speed: iio ■ Sign Weight Per Foot: 15 I Wind Exposure: c I Wind Loads Per ASCE 7 -05 Connection Design Seismic Loads Negligible Using ASCE 7 -02 (Simplified Procedure) Topography: Homogeneous I = 1.15 (Table 6 -1) Exposure: C lambda = 1.35 (Figure 6 -3, Exp. C, height =25 ft) Enclosure: Enclosed Structure: Components and Cladding Zone = 5 (End -Wall - Worst Case) Building: Category III Effective Wind Area = 10 Sq. Ft. Net Wind Pressure = -29.1 (Figure 6 -3) Ail 11 %, 2 Total Load Pnet = (lambda) *I *Pnet Pnet (25) _ -45.18 PSF Sign Loads Area Pressure (Suction) Force 20" Logo 5.16 FTA2 -45.18 PSF -233 LBF - 17" Letters 1.10 FTA2 -45.18 PSF -50 LBF - IcP ..Q-/9 -8 / .P I( Connection Design Connections Force Per 3/8" Dia. 3/8" Dia. 3/8" Dia. Total Connection Lags /Shads Thru Bolts Kwik Bolts Raceway (TOTAL) 6 -130 LBF 250 LBS 295 LBS (O.K.) 12 -65 LBF 95 LBS (O.K.) 20" Logo to Raceway (4) 1/4" Dia. Thru Bolts, (8) #10 TEKS 17" Letters to Raceway (3) 1/4" Dia. Thru Bolts, (4) #10 TEKS Connection Specification Total connectors required - Attach Raceway to Building w/ a Total of Either (6) 3/8" Dia. Thru Bolts w/ Oversized Washers OR (6) 3/8" Dia. Kwik Bolts - 1 1/2" Embedment into Concrete or Masonry. Space Connectors Evenly. Don't Overtighten. Screw Trimcap @ 6" O.C. Max. Option: (12) 3/8" Dia. Lags w/ Lead Shields. Sean M. McFarland, PE • 19526 Kuykendahl Spring, TX 77379 • Phone (281) 813 -7439 W v cn V 0 V tri zz 9. 6 CI) c, I!rA +t."t14.3t` , -. A TI ij IIHFII - = g d y d "r1 m 1 " -5 "" 1 1 " - t 1 ' TP1 it ' It. 't cc m ° cn O r 0 m a r ► j 1 • iI W 0= _ 7-v .'/ I O co = co CD. Cr CI O' G) Q CCO !Ito: o• S5 t °' o, 0 C e, v i i p 7 O '71 ' , ��+ 3 li xiii ,,,, t I d s ; . • • d 0 C -ED - - o 03 Z c • C I t l * it' ` m r 2 m m' m co 1 0 co rri e r ■ 1 en -, c m x , `� = �, y rn m �&it ti m D Z i j W g —1 .A co 3 = m c < =' m •:-- a • -F c4: cfl a tr 5 co o -, j x cn < '; "„ O N C co N c,� i, r N ti CO =• 7 2. h7 C m 7 "0 C ca rA a O CD c co o 3• Q = CD = { � CD O cr.) cn CT C a J a a CD � r t---' a `° CD `L1 1 rr v, r.a b w a cv r z 'v 3 u ?I , m z 0 o c a °, E m a Q E, a e w -1 v .1 o 3 5 C 3 - � . o 1 co c rn v E n •tm 5 : 3 a c s a t� a a CD N c, A x E ms_' 1 CO a N rp W (D (7. c ° ° .. m m a n 1 § v mH ti <>< m � y � 3 ft y o a y a d = � ' v .. o ,7 m g 3 al ^ 3 ti : m g. p - ... d m C n w m f9 .. x m `` v X y" 3 E r' c ) - . - <o a .- m rn n 3 T s -. o -.-2 a� " 4 x g' 5P, m T g e. y f°. v°, m a F _ (D N a) - N 0 " CD c c0 ' O O co 7. U1 N a LEI - ` 1 C � 2 5 c0 d a`. 7 N) 7 N 7' 2 c IMIIIIIIIII rr� 2 • • N O-C O j - � CO m ( . x ` K „. * . n- 3 ' O awl,..w�w�w11n..... r/0._..� III�, r=' 5 a 3 co X C ��7 TNO �' A I\ c 3- o ® CO CO CI TI ., e (D = ni X nueniuun.. nunei�diu�inunun r _. 0 co - °° ° r c co • o °° , O , n W Er W o CD N ° °° ' nn �i raw ,i n o in n u .O m co 7J 0 0) 0 o a <. Ii - fill cn o z wa r r Z =m rri xi THIS DESIGN AND ENGINEERING IS SUBMITTED AS OUR PROPOSAL, AND THE RIGHT TO USE OR EXHIBIT IN ANY FORM, IS NOT AUTHORIZED WITHOUT WRITTEN PERMISSION BY US SIGNS. d E3 ' O n q1 S i y° �� � _ 1 -a O i O A y m � : 0 N D F 0 D - a I' TIRE ° T ° WD c= m -" � o m � � O i A ^ c m T S A N y E N O o s� Z 7 &u g -I O .'0 » N " � O O o O Yc 0 O O` 3. e 0 30 m w++ mO N O V N Z cn v ‘1 KINGDOM W og °' oo , - O p s _ r a ( 7 . (A — N 70 ,O V' s, . 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O F:. c n `.°. .� , 0 LD n m ,T,• -, w ., H n F.- i. m N o N o _7 > S S-* N� O r— (D _ TI TI ^ (n --' (n g ' m ,v. cr? i co - , O • �. — CD -0 CO v i -, c0 C10 N7 N N 7 -- = w r r --I m 5 L1 o ° N N v ry T 0 ° 7 ��7; m Ev co Q V =IN i NM xz °�� _ ® v Q m r 0 CD -. x IIIIIIIIIIIIIIIII :. N1 1wIft11•111IIMI1�11 0 (3.) n c o °° ,° r a C T = N -t=-. uo < C °° °° O , C 0 CD Q, p C A D OO 0 ° ° = Iwwl 111171 11 111 AI Il, II I ILwl l 11 G .Z7 y N n o O sm�E C7 o Y� o— N Q n n 4 E a I r ., oho o ‘1 c . €s I u� oz $ r z ma r CA CA THIS DESIGN AND ENGINEERING IS SUBMITTED AS OUR PROPOSAL, AND THE RIGHT TO USE OR EXHIBIT IN ANY FORM, IS NOT AUTHORIZED WITHOUT WRITTEN PERMISSION BY US SIGNS. Cn ° m ° z 2 P- n m > Cl c1 a S ^° ".. zp o p �z� � y ° TIR o � o � o � o a n m o El] ° �� o .. D v A F KINGDOM V . o Ca A p Ip 0 3!°-:T'''.;! .O ■ O N y A l '' V X� 0 Cc.3 Cn > CT Cl 3 °x O - 1 m 3 ' SIGN ELEVATION o�N° p A �, c ° r al 4 -- {3 m n o EXHIBI ° Ln ° o 0 ' �/ ° _ - "1 W �f r Z 7 W N n RI 6w I r to N A W W 9, V 0 CJ7 42 co s 4 h i 11 4t' t i n 3 r cn ° : 3 RI 3 1 " -5 1 1 "-7 1/2 _ �'''.,°', c,� CD CD o * C CD o — . - o , y I � I ,0 0 m m -o o= d E2" - 0 '. � ' � ' O co !I I J E!IU a = -" ilt0°° 0 k 1 ` 3 U o m r c� m � 2 r 0 Z '' a co .< m a c3 m g q]7App y A $,,4,, , ED a CD p) 1"'• * 3 , � . 1 .— , i Q d 0 C7 3 L) d .. Q E CS S D) • \ co m • = m II' C'7 0 -0 3 cr FIT c•-1)- O C v o cn w 3 • o CCD C (fn O 'D c 3 C CD c.,, c CD 3 CZ 0 y 0 Q. CD y Q_ co G C1 Cr Q = CD CD. CD a _ OICI o si o F. 3 s 3 n E, 2 u, c r`-- y ° w . 3 � m it 3 n C T ` CD N A = f f W -0 1 . > ti4 A o 0 0 �. ,,o ed v g s m 41 m 3 y co O �- a a o T � o m n m p m m 3 m 3 O '� N v :— *' O v '1 c o T ° v ,p O — at N N N 9 p 3 2 R N °: C - m y CD N -- F m 2 ,o n o m N a m m A m 3 a 5, `g-' 3 c ° o T a o' E m m O 3 e n R °x o, m m o ° H H m n P. (D = c. CO y (n n CD s. m nN( CD m C c o w -a v m a ) .t3 (• - 7C° aa = N= m m o I Z Mil ° °- aim W vcD �1 S - �•3 . .. m m m a v m (D (D CD v N = N N N .e ? 61.1.14P-11•1!:3-- � -"" .� m c oDmo � X ��1� oe �\X� I 1`1` """1 r ® m _ = D nnu.xumnr :.. m))ni[wisiC iuin•u r, m om Qp �o ,o n rn CD , � (D `, 0 N vo , u , , y i i � em1r1r'FfineAn '73 o � ry a 0 C7 13 i n c°nrno p m ti !ii2,! � (n z , � r co Cf) THIS DESIGN AND ENGINEERING IS S BMITTED AS OUR PROPOSAL, AND THE RIGHT TO USE OR EXHIBIT IN ANY FORM, IS NOT AUTHORIZED WITHOUT WRITTEN PERMISSION BY US SIGNS zA A n� m omm-. m n a TIRE T o T c � C Ih If y N o m W O 8 Z A C m 2 ` 'C N C " .e D v A c z ° • z + o m ' m m »ten x � °coo f,'3,`3 a � C .., C ,ii o . N mz _ KINGDOM =W2 W ,3 o .i 0 Q ag N O .4 N v W.O� O p .0 7C'.� O n " y m 70 V` '+ W(D O ca • 3 >g ° 2 .O m N o m m '.... ..4 O -.6 H 1' G D • c o s A o x 3 SIGN ELEVATION o°°° . A 0, = c . a V O 'Ma --1 °' m n o EXHIBIT W 0 o= 3 Q :°il« W N N n w A Vf ? • p w 0 -I K m * c n m < - CO 0 o CO -ri m ^' O T. D r w r „ . .0 ' 1 . ba lel To 11111.111=1.11111 1111.1 C m o = o0 z Eli A N Cr) p O C7 2 0 0 (2.- � D � * Q n = r r CD Q CZZ c d . CD A O 0 0 n in O En C I j ? O N( 0 , "' m ch a m Q.. m .<-0 =i m = -0 CT) °- o n m m CA > 7 xZ n Dm o 7,0 w � n co ° cn z A = c rn nn -� n o x, _ m 7) < O w � CD b r- (7 V D oi 6 P T` CL - D z CDO y -< • O 2 A * 03 G OW V RI * 0 n 1 — N co n '' co E e ::,,:.'.. : ,:: : ' : ..:.::. : .:1 ' ::::, m O m x °) C7 °D = - 0 = _p v o O N • m �� o n NJ c F.... m CD w D 0 co Z r 22 w � x = - f�' -< - 0 O Cb O 0 ' di 52 CO z m Cr o p a = 1 -,.: cc)) > S - r- ° z a c O X v Q N O = o w N r a ° O D CU - f CO O C/) D V w fa 0 TI ^ (n - (n Cn CD m cQ O O co � c p O j O ' v =cn aQ — O NO m v [n O co N cu co (a — K -, 7 2 O' 8 r W m ° 7..1 0 . �' a N CO . x `G K a §. 0 . 3 E,- a cn 0 v j m o S a) W 3 -+ Cu i c i CD CD CO (-•`) 0. S T a1 N N g, Co - 0 O _, ...., p co X C CO TNO S Z m is - _,5- : 0 =- ci °- co -, m - TI o CD - 0) c( =X CO 'V p S O m g .A c o < c - co ° N CD -�. 0 O 0 -' W 0_ n. n A W THIS DESIGN AND ENGINEERING IS UBMITTED AS OUR PROPOSAL, AND THE RIGHT TO USE OR EXHIBIT IN ANY FORM, IS NOT AUTHORIZED WITHOUT WRITTEN PERMISSION BY US SIGNS. ei e�i � o� o o c� y y n y n x 3 ▪ - tom A °y n m a z m r v m ° c m C � TIRE R>� _, • na N c O al 21 Z ` y " O N m c 2 a O DD w = '� ° 0 O C 43 O .. r 9 A = Jw OGA UGC O ' Q 4. 3 w m z N o j KINGDOM wOZ w � X' 4 ` -=-r; O O in N p 40`1_ a . w m 0 1° O 7 !!,,go- ,A O ,O o N v n - . 4 ';' o c O,u' n o D. _N 3 G d 0 V r x O V � V p Q c.„ x O E CI Q a3 = SIGN ELEVATION oo�<.� �� ° m o o �, n o EXHIBIT w N M p 3 Q S al 7, I 1 T ' N N A W A N ��". ry w El -I M m › m z x r- r w 4 1/ I i bn r . 111 pom a =� m O C '1 -= Z 111 0 a) - 0 - 0 0 °� 0 2 O D * (D * • 0 c m 6 -, m in l �' m n o. m <3 a m�c =' = U m nit . "-c CY. a O m �0v D o O - - > c 0 c z ij z r � rn = j x O) .Z7 If s D O O O Ir- 2 < Co Co , I 0 r CO N M ___1 r ti co D o z m 0� cn 2 ft p n* W C O V A. * 0 5 -i ■ I -i to 0 -'cj n j • 2 O O m m a v T x 5- W ,- C7 - o g Q - 0 p 0 ) CD - c) . CD = v -,— n -1 g x m — 0 c N = m 0 O -..I CD co w D 0 Z r 27 W w X = Vii' -0 '< 0 0 Oo O v o b n D Z m K o c, D C7 N D N CD r — _ , O N o n� O r Z a 0 x v '.S. Z -< Et Ig m o en O = M N -i m O v v -. c o o N G7 D TI 1l ^cn�Cn i O O j 'O O1i CD a `° N 0 , al CD m C D C3) Co (0 Cr) = N 7 = O n . :'. a Q = = - j m 0 -n o m- CD v , O cp v c C CD s = � Cn • n O O c fl X �D-j m N 0 _ Z O "O = — a O 8 c - m m m „a`° m j (3) E.C� ? n Q ` . Y .: M , N n N C E, S ° C7 o m v w ■ ; p n ° o rn o o 0 C7 ^ - , co _. ? THIS DESIGN AND ENGINEERING IS BMITTED AS OUR PROPOSAL, AND THE RIGHT TO USE OR EXHIBIT IN ANY FORM, IS NOT AUTHORIZED WITHOUT WRITTEN PERMISSION BY US SIGNS. V. de � � a � 0 " � y o 0 .. ° TIRE ° T <ni. ° p �, 7 °a c s w e 2 - ZA ° m = m 2 O A Nm o � omN D O P . '" r • C O m= d 6 e o o A = KINGDOM -WO ° - � ° p Q O p_ w M Z N o N i - ,-,:o. 0 p ��X C) ' `n r ' N 7 .pV '2, -, O w 0 0 0 O 7 � Q V v `p N1 7 p 3 va �� - .4., Z o 0 co v _ V . . o � 03 n N � x n o D cl -�3 =3 - 0 SIGN ELEVATION p0th< �IX° o Lo o �` ° nE3 y m D F. I 0 EXHIBIT w o N City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Dl X ) e. a Tr, '15 Date Received: 7- 2 Z _ p T Site: 7 5d Ai/ a!) Permit Type: ,071 UJ 1eMT S'/ cj'#" dhylreeat /their p1 Approved w /no comments: ' Approved w /the below comments: ❑ Denied w /the below comments: ❑ This comment eet hall . ept 'th the permit and/or plans. / ., /1! 7:..2Y Bill urgess n ui1 , . g • cial Date Contractor and/or Homeowner (Required when comments are present) Ir DIXIE SIGNS I N C d R i d R A T E 1=1 2930 DRANE FIELD ROAD • LAKELAND, FL 33811 • (863) 644 -3521 • FAX (863) 644 -3524 July 21, 2009 To Whom It May Concern: This letter is to authorize Frances Baker to apply for and pick up permits in the City of Zephyrhills for Roger A. Snyder, Florida State Certified Electrical Specialty Contractor license #ES 0000073. Frances has authorization to act on my behalf for any reason. - Roger A. ; nyder Presiden Date: ( 7 K2 Ail k ) x`01 Nota Pu • li Commission Expires Y KEELY H. CHESTNUT MY COMMISSION)/ DD 613079 '. . 'g EXPIRES: November 8, 2010 :. F ,d 'e Bonded Thru Notary Public Underwriters . 813 - 780-0020 City of Zephyrhills Permit Application Fax -813- 780 -0021 Building Department F, • Date Received I 7 -2_ [CO -09 Phone Contact for Permitting - I ' ! /tall// // `t{J Owners Name n V / L (.._ G Owner Phone Number ty / �� - V 9 - S SDK r Owners Address 5 J . ( e 4" 10 e 4 - Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address �C / ( / � Z � JOB ADDRESS 7 3 o 6-*t -L A / L)2 LOT # / LI 1 ( Q i '1/ 1M1 . Acj (PARCEL -;?/ -6/36 -- - /OU SUBDIVISION I ,,- .J (OBTAINED RO TY TAX NOTICE) WORK PROPOSED CONSTR ADD /ALT I i SIGN MOVE n DEMOLISH INSTALL RE AIR PROPOSED USE n SFR COMM n OTHER I 1 TYPE OF CONSTRUCTION n BLOCK n FRAME n STEEL Q OTHER I y/� / 1 1 (,/ DESCRIPTION OF WORK /K. S ti / Il hf T S G t ( / KtAJGdS(� / / 314 BUILDING SIZE f SQ FOOTAGE . .3 6' 67 ( HEIGHT 3 /-s4 1/ , /u � 7 � / g it /z /l I Oa. .. . -... • ., a 7/ 2t_ . ,e4A_JE den. 'r I BUILDING $ i G q. -111-.' VALUATION OF TOTAL CONSTRUCTION u)/4 -CC. S / 6- JS / O n ELECTRICAL $ Q 7y D - � 5 .� AMP SERVICE n PROGRESS ENERGY = W.R.E.C. �� C �l 5 (J • S A/' n PLUMBING $ oY LJl ;j' / o ' < , n MECHANICAL / VALUATION OF MECHANICAL INSTALLATION 1 (V1 u•J t ` � V/ / t/ j-( e / 77- c n GAS n ROOFING In SPECIALTY n OTHER CUfXJ' / FINISHED FLOOR ELEVATIONS / FLOOD ZONE AREA nYES nN0 I-' / r ` / /, BUILDER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y/ N I Address I License # I ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT I Y/ N I Address I License # I I PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I 1 License # I I MECHANICAL MPA SIGNATURE GISTERED I Y/ N 1 FEE CURRENT I Y/ N I Address 1/1 � License # I OTHER I 1 7 COMPANY ! ie. Si ' s (-)C SIGNATURE `� L� =....... REGISTERED MTh F URR T UMW Address ,,_ Vim. j arW i . - 1 License# 1 E S 0 0 COO ? I RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O -W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R -O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AIC upgrades over $5000) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades NC Fences (Plot/Survey /Footage) Driveways -Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division — Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited 40: Department of Environmental Protection - Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WaterNUastewater Treatment. - Southwest Florida Water Management District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers - Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency- Asbestos abatement. - Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, 1 promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENDTO OBTAIN FINANCING, CONS T WITH YOUR L ND 3; OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT / FLORIDA JURAT F.03) / / . / OWNER OR t �. r /_ ' A CONTRAC R .. �_/' _ �/ _ Su cribgd a o (or affirmed) f or a tt, is Suu�csscriiibbf��dan• •iom • (or affirmed) •efor me this c� l/O by rrc'r 1)S — L . lr-a. i �� �/(Ih by r • . ' ! 4*1 v o is/ re oersnnallu knn In roe or has/have produced o is /are oers°nall y kn • tome ' r has/have produced n7/0- as ident'fiication. ) /V/14 as identification. / �'' ^� Notary Public �7C\ 0 }L]! y�\ 1.A,S Notary Public 2 Commission PP Co 3 Z7 / Commission No. >. � 1 `,6 7 9 Name /p a1� Name of Notary types nrimwi nr start =ya" = KEELY H. CHESTNUT ° " „�” ,, KEELY H. CHESTNUT ie 2,1 ii■ . *. MY COMMISSION/1 DD 613079 ;.�, `; *: .+ MY COMMISSION,* DD 613079 EXPIRES: November 8, 2010 ' W. ,- �; EXPIRES: November 6, 2010 „pJ ly: Bonded Thru Notary Public Underwriters . 8 Bonded 7hru Notary Pubbc Underwriters l: To Whom It May Concern: This is to give Dixie Signs, Inc. permission to obtain Permits and erect sign(s) located at 7540 Gall Blvd. Zephyrhills, FL 33542. Property ID # 5 - d/_ c//30 -Oc x - 6/60 Owned by : Newton Oldacre McDonald, LLC Owners address : 3841 Green Hills Village Drive, Suite 400, Nashville, TN 37215 Phone number of property owner : 615.269.5444 Sincerely, " 4 i . _ C LL /7//r7 Name Title Date )irv(ScViCrt7 Print or Type Name STATE OF TEXAS, COUNTY OF HARRIS. The foregoing instrument was acknowledged before me this 1 day of Ju\ 20O , by T ry- who is personally known to me or Viho had produced as identification and who did take an oath. mo o, �l i i Not. Public d at0a'ao,o jDO 7 41100 Svff31 AO 31VLS Onand ANION `o? My commission expires: y/4/( 2- `, 4Nn9 A1H36wf4 (Printed, typed or stamped - commissioned name of notary) IMPERIAL. POLK COUNTY Y ? OCAL BUSINESS TAX RECEIPT f:. RECEIPT i ACCT u 3080000104 CLASS O K : ' :'i PO tll ` „ LOCATION: 2 930 DRANE FIELD RD EXPIRES 9/30/2009 „,� 12 - LAKELAND - NOT IN CITY y ONNER: ROGER A SNYDER - PRES Z30125 CONTRACTOR ELECTRICAL SPECIALT 330005 MANUFACTURING DIXIE SIGNS INC ROGER A SNYDER - PRES 2930 DRANE FIELD RD LAKELAND, FL 33811 BUS TAX TYPE; RENEWAL BASE TAX: 55.00 ADDL FEE: TOTAL: 55.00 JOE G. TEDDER, TAX COLLECTOR w m.ex, r • PO Er)/ • (ie1RTOW Fl �a�� -7oi6 FEL • -"nrov, PuIkT xc- cnm THIS POLK COUNTY LOCAL BUSINESS TAX RECEIPT MUST BE CONSPICUOUSLY DISPLAYED AT THE BUSINESS LOCATION PAID - 1200472.0001 -0002 12 08/20/2008 110.00 • • • • d 9098 '°N AVSE:6 60H ZE Q H z w — y s o Mw r) ° a r 7 , 1 . a 4 id IS x k g p �_ UCH 8 N C K N n O W O s E di W _ ti eil of _ s N N N l ______ i i .1 , � v U , I / a 1 . a■' � C Y --■:6 4 / J U , U I / Y ,l 1 1 _ I-N - - — 1 88 w i 1 u 5 � o `71l�i - i \.1% i91. m ' U? iii, \ir p... 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