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Home My WebLink About19-21331 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21331 BUILDING PERMIT PERMIT INFORMATION = 'LOCATION INFORMATION Permit Number: 21331 Address: 5897 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: WALL SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: h Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 10-26-21-0020-00000-0090 Improv. Cost: 2,350.0054 OWNER INFORMATION . Date Issued: 6/04/2019 Name: ZEPHYR II LLC Total Fees: 150.064� Address: 7162 READING RD STE 730 Amount Paid: 150.00 CINCINNATI OH 45237-3845 Date Paid: 6/04/2019 Phone: Work Desc: INSTALLATION 1 ILLUMINATED WALL SIGN ON EAST- PIZZA HUT CONTRACTORS APPLICATION FEES COX ELECTRIC SIGN 82.50 COX ELECTRIC ELECTRICAL FEE 67.50 Ins ections Required F OTER ELECTRICAL ROUGH FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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. "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 recording your notice of commencement." Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. I &-- bx� CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 19 1.7 t°. 17 i 2'-101/8"► 10'-11/4" — Backer i ---2'-8118" 9'-4 5/8" 5 --� 5 2'-31/2" r-a 1/8' White LE® 3M 3630-33 RED VINYL L BLACK RETURNS&BACK PLATE BLACK RETURNS&BACK PLATE - . - ,. . . . Custorrier:'Pizze Hut.._,.' ':': '; Descn tion:: GustOttieri4pprgval:`Grapfiics and colors on;filra will be used unless otherwrise specifiedaay p custorrier:.Please review drawirig carefully.By:signing below,.you agree to graphics as Proici Na:,407,11$-2. Scale. SCL`HB�24'Channel Letker Set, shown.above,an to.tocaUon'df sign as shown.Please return stgned..coPy'back#o Eyerbrite.. pate:5/7/19 Drawn By"cI,RB' Locatign&Site No:'S$87 G81t Blvd: Revised::5115/19 CUSTOMER SIGNATURE DATE Zephyrhills,FL* Site:PH4678 Revised: LANDLORD SIGNATURE DATE EnCon Services, Inc. Sign Design Calculations Job Description PREPARED BY: EnCon Services, Inc. Pizza Hut PH4678-1 PO Box 3613 5897 Gall Blvd Apollo Beach, FL 33572 Zephyrhills, FL 33542 P 813-655-3373 24"Raceway F 813-655-9814 Design per Florida Building Code,6th Edition(2017),Section 16 Wind Load, FLEB#9394 ASCE 7-10, Load Case: D+0.6W Design Specifications . Nathan P. Presnell, PE Risk Category II FLPE 77696 Kzt 1 Exposure Factor C Kd 0.85 Kz 0.98 ��p!l1111111///III V 150 (mph) Wind PressureGCp-GCp 67.2 Zone 5, H<60 Feet �Oc�Q`� C E 2: No 77G _- Sign Information Height 2.30 ft Width 10.10 ft E OFThickness Distance grade to top 1.17 30 ft ,`��i ••cs<O R,D P:�`�````` �ONALlI ��` 1111111 Wind Shear Force 108.46 (lb) Weight of Sign 232.3 (lb) DATE SIGNED: Total Shear Force= 256.37 (lb) 5/13/2019 Total Tension Force= 936.26 (lb) Required Provided Fastener size Nominal 3/8 3/8 Minimum number of fasteners 8 8 Shear Force per fastener(lb) 32.0 280 Tension Force per fastener(lb) 117.0 352 Combination Tension and -0.45 <'t O.K. Shear-ratio THREADED ROD THROUGH WALL IS PREFERRED.IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD,SEE CHART-BELOW FOR APPROPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. WALL STRUCTURE ANCHOR TYPE WOOD BLOCKING LAG BOLT(3'EMBEDMENT)THROUGH BLOCKING EIFS OVER 518'PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE HOLLOW CONCRETE BLOCK,BRICK SLEEVE ANCHOR(1-1/2'EMBEDMENT) SOLID CONCRETE WEDGE ANCHOR(2-1/2'EMBEDMENT) ICMU,SOLID CONCRETE,BRICK HILT]HIT ROD W/HY-70 ADHESIVE(31/2'EMBEDMENT) ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS 5/13/2019 Pizza Hut PH4678-1 Zephyrhills 24in Raceway a 3 _ M1 1R:i 1.% • f i TPUS3 IS 17 I i i 1 1 i e a f 1 Q 2 2 i � f IS 8 5 S EV C aA 1 7/8" 2'-10 7/8' 10'-1 1/4" Backer �- 2'-81/8"— -f 9'-9 5/8" 5 5 2-3 1/2" Fi White LED 3M 3630-33 RED VINYL L BLACK RETURNS&BACK PLATE BLACK RETURNS&BACK PLATE Ev DISCLAIMER:Renderings are for graphic purposes only and not iMended foractual construction dimension Forwindload requirements,a lual dimensions and mounting detail,please referto engineering specilicati ns and install drawings. erbriteThese drawings . . Customer:Pizza Hut Description: Customer Approval:Graphics and colors on file will be used unless otherwise specified by customer.Please review drawing carefully.By signing below,you agree to graphics as Project No: 407118-2 Scale: SCLHB-24 Channel Letter Set shown above,and to location of sign as shown.Please return signed copy back to Everbrite. Date:5/7/19 Drawn By:RB Location&Site No:5897 Gall Blvd. Revised: 5/15/19 CUSTOMER SIGNATURE DATE Zephyrhills,FL Site:PH4678 Revised: LANDLORD SIGNATURE DATE A i EnCon Services, Inc. Sign Design Calculations Job Description PREPARED BY: EnCon Services, Inc. Pizza Hut PH4678-1 PO Box 3613 5897 Gall Blvd Apollo Beach, FL 33572 Zephyrhills, FL 33542 P 813-655-3373 24"Raceway F 813-655-9814 Design per Florida Building Code,6th Edition(2017),Section 16 Wind Load, FLEB#9394 ASCE 7-10, Load Case: D+0.6W Design Specifications Nathan P. Presnell, PE Risk Category II FLPE 77696 Kzt 1 Exposure Factor C Kd 0.85 Kz 0.98 V 150 (mph) O�`````, pil•�III�IR,,7`,,',' GCp-GCpi 1.4 Zone 5, H<60 Feet � Q►N••E•••.�s Wind Pressure 67.2 (psf) ��•'�,�C NS�.•�I�ii No �7 c Sign Information Height 2.30 ft STATE OF • Width 10.10 ft � 0•. P Thickness 1.17 ft �� ••••L•O R I'D•._�`��`�� Distance grade to top 30 ft '' ONAL�;;```�O Il/ltillilil►t1�� Wind Shear Force 108.46 (lb) Weight of Sign 232.3 (lb) DATE SIGNED: Total Shear Force= 256.37 (lb) 5/13/2019 Total Tension Force= 936.26 (lb) Required Provided Fastener size Nominal 3/8 3/8 Minimum number of fasteners 8 8 Shear Force per fastener(lb) 32.0 280 Tension Force per fastener(lb) 117.0 352 Combination Tension and 0-.45 <1-0.K. Shear ratio THREADED ROD THROUGH WALL IS PREFERRED.IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USETHREADED ROD,SEE CHART BELOW FOR APPROPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. WALL STRUCTURE ANCHOR TYPE WOOD BLOCKING LAG BOLT(3-EMBEDMENT)THROUGH BLOCKING EIFS OVER 518°PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE HOLLOW CONCRETE BLOCK,BRICK SLEEVE ANCHOR(1-1/2°EMBEDMENT) SOLID CONCRETE WEDGE ANCHOR(2-112"EMBEDMENT) CMU,SOLID CONCRETE,BRICK HILTI HIT ROD W/HY-70 ADHESIVE(3112°EMBEDMENT) ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS 9/13/2019 Pizza Hut PH4678-1 Zephyrhills 24in Raceway