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Home My WebLink About21-1496 m City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BGC-001496-2021 �} Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 02/22/2021 Permit Type: Building General (Commercial) Property Number Street Address 1126 210010 03200 0030 5713 Gall Boulevard Owner Information Permit Information Contractor Information Name: JERRYS CRYSTAL BAR INC Permit Type:Building General(Commercial) Contractor: EWIRE SOLUTIONS LLC Class of Work:Wall Sign Address: 5713 Gall Blvd Building Valuation:$1.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$2,399.00 Phone: Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 �1 ► ^ Total Valuation:$2,400.00 J ' Total Fees:$145.50 f Amount Paid:$145.50 �2 Date Paid:2/8/2021 10:31:22AM Project Description INSTALLATION FRNT&BACK BUILDING WALL SIGN W/LIGHT-Crystal Bar Application Fees Electrical Permit Fee $52.00 Building Plan Review Fee $22.50 Building Permit Fee $45.00 Electrical Plan Review Fee $26.00 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 subsequent reinspection. 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 permit 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 add fee 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. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER urysiall tsar 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received �� - Ph [E813 715 __ 2333 Phone Contact for Permitting Owner's Name Jerry's Crystal Bar, Inc.-Rene Hill Owner Phone Number Owner's Address PO Box 808/Zephyrhills, FL 33539 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Add-r vj F JOB ADDRESS 5K/ Gall Blvd/Zephyrhills, FL 33542 LOT# SUBDIVISION PARCEL ID# 11-26-21-0010-03200-0030 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SI � = DEMOLISH e INSTALL R GNREPAIR PROPOSED USE = SFR X COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK Install LED illuminated reverse lighted channel letters on front and back of building. Connect to EXISTING Ilectric. BUILDING SIZE SQ FOOTAGE HEIGHT BUILDING $ VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ 2,399.00 AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ . =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ✓ =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES N00 �J BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# ELECTRICIAN COMPANY Ewire Solutions, LLC SIGNATURE REGISTERED Y/ N FEE CURREN Address 5324 Kelly Rd. Unit A/Tampa, FL 33615 License# FEC13007814 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, ---- - - _ •-._.. .,_-"-�•,.....,.•�_ ......_-._u_�....�__:.._ _i___n�„..�.�.<_..-oirc-�r�-;••tr�Ct`Oi_ol„ _4r�. rye ._a� .,LCiN.Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)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. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 � Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) ** 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 (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 4819 Allen Road-Zephyrhills,FL 33541 Sales@Crazy4Signs.com ffi Oce-813-715-2333 LETTER OF AUTHORIZATION RE': Crystal Bar City of Zephyrhiils.B'u.ilding Department, I,-. Rene Hill owner.of the property located at: 5107 Gall Blvd:/Zephyrhills:.FL 33542, do hereby authorize Ewire'Solutions, LLC.-to obtain a building-permit to install wall signage for the property listed above. . Ewire Solutions; LLC. is jointly working with Crn' Signs' LLC. for.said,property.signa' sign,fabrication'& installation).Lic# EC13007814 Property owner information: Name: Rene Hill :. . Address: : 5707 Gall Blvd. /Zephyrhills, FL 33542 Phone: .(813) 997-1468. Fax: Project Parcel ID.'#: 11-26=21-0010-03200-0030 Signature. — Date: l f c �r I1 ZI( Sworn and subscribed before me this__� day of !j al.? , 2 1 � j � My commission expires: 0 Notary Public , DEBORAHBUYERPATEL * * Contorts M#GGIW" Wrft �OF rM1�Q�e Ba1ldBdilrtlBtldgelpp�4. Ewire Solutions RE: One Time Authorized Agent Letter I: Hung:Nguyen of Ewire Salutio°ns vc.hose State License Number is EC13C)07$14 do herebrAu�torzeDelorh.Patel as a one time agent : on the�below p, rmitss Fried Penguin Bar: 5534- all B=14d J ep,hy:rhill`s .,FL 33542 SM Install LE:D: ill.u1 mated aivall`:sign =.r=,Conv act to EXISTING electric C stal Bar: 5707 Ga11:B.lvd / Zeh"rhlills -FL 33:542 rY P IMF, , SC?* Install LED.illuminated reverse I"'Med:,'ct°annel letters on front and back of building. ConnectntoEXISTING::electric Go Go adgets Sign Move: 7 48 Gall',`Blv 1 Zep rhills, FL 542 4 n L ill �n w .1r. c a - o EX TI el e is - is .< s� to . ` ` : ed Signatur Date: 01/. 021 Sworn and subscribed before me this 18 . day of January , 2021 . By.. Hung Nguyen, who produced P Florida Driver License My commission exp 01� 21 ` 'r•, DEBORAH'SUE RATHER Notary Public C Notary Public=State of Florida "' Commission it G 848248 ?,��+ NfY commission Exppires Fobrua 03. 2024 www.ewiresolutions.com (813) 667-2003 sales@ewiresolutions.com e%Di-4IIC')AQQ G47A W-11- 0A T..- -, CI '19G4C c:r4,)nn7o4A Crystal Bar 5707 Gall Blvd. Zephyrhills, FL 33542 Myuw RAs: Zl cflvtom'. i*w . oaAL ii ii :e44e1 ,vti I Ili I I tI Iy . __ Ii 11 ____ _1 - r•••i i - - 1 iF __ Building Frontage on Gall Blvd = 90' DcncwuL ANCHOR SCHEDULE ***All Fasteners Shall Be Spaced Evenly*** ANCHOR SCHEDULE 2-4 Places Each Letter � L®LIDRifNC Wall Material AnchorType N — ALU1WRM 1/4"THREADEDALUMINUMRODWITHMIN �,�� 2"EMBEDMENT IN CONSTRUCTION I CONCRETE(3KSI)or 1/4"TAPCONS OR EQUIVALENT WITH MIN HOLLOW MASONRY 1.75"OF EMBEDMENT T LE "� Y 1/4"EXPANSION ANCHORS WITH MIN 2.5" OF EMBEDMENT - PR1MARYOEC1RICM — — cDe�urr 1/2"PLYWOOD 1/4"TOGGLE BOLTS (NO ACCESS BEHIND) 1/4"WOOD SCREWS OR TAPCONS,FULL Reverse Lighted Channel Letters EMBEDMENT METAL STUDS OR METAL #14 METAL SCREWS TO MIN 18ga STEEL OR PANELS 0.090"ALUMINUM Examples HOLLOW WALL(BLOCKING I1/4"THRUBOLTSORLAGSTOSOLID UNDERWRITERS >U4"D�uHHbu3 BEHIND) !BLOCKING BEHIND U LABORATORIES ELECTRIC SIGN NK 3017 e'+ Jb�` `G Sn•.oQ • No 0044089 � u •Z STATE OF :40 Z John J.Orlando PE LLC Conforms to the requirements of the 7th Edition(2020) 'U 165 Old Ridge Road of the Florida Building Code sections 1609 and 3107 ♦��'• ( on 1♦ Q-• \� " Macon,GA 31211 478 731 5394 V(ult)=140 mph ♦ s•• •......• • �, ♦` S ,� ,t jjorlando@cox.net Exposure category=C job 0321C45 hg,'O N A %i Florida registration#0044089 Risk category=II — sheet 1 of 2 Job name Crystal Bar(front elevation) Job# 0321C4S 'Sign company: Crazy4Signs Installation location: 5707 Gall Blvd,Zephyrhills,FL 33542 Section 3107 and 1609 of Florida Building Code 2020 and Chapter 30 ASCE 7-16 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: flush mounted LED channel letters Occupancy Category: I, Wind velocity(3 sec gust),FBC 2020,section 1609.3: 140 mph Wind pressure(qz) 50.2 psf Net Pressure Coeficient(Cnet)from Figure 30.7-2 Components and cladding not in areas of discontinuity-walls and parapet: -1.09 Wind Pressure -54.7 psf Wind load applied between wall and structure,pulling structure away from wall Load carried by tension in fasteners connecting structure to wall maximum height of structure to be attached 3.00 ft maximum width of structure to be attached 3 00 ft area fill factor 0.50 projected area of each component to be attached 4.5 ft^2 wind load -246 lbs allowable tension load per fastener to .., lbs even number of fasteners minimum of 2= -2 number of fasteners practically required due to structure shape weight of structure is approximately 7 lbs allowable shear load per fastener to 't; lbs average shear load per fastener= 1.7 lbs Mounting surface construction is: to be determined Use methods: I through 7 Method 1-1/4"A36 Threaded rod or GR2 through bolts into a blocking member. safe working tension load= 160 pounds safe working shear load= 200 pounds h1t9://www.derose.net/steve/resources/enctables/bolts.html Method 2-Lag bolts into framing members. -use 1/4"galvanized lag bolts with at least 3"of embedment into framing members. -allowable pull out load= 225 pounds httr://www.siegefiles.outlands.or4/Construction%20PIans/Tab .__ teferences%20and%20Best%20Practices/FastenerslLa %20Screw%20V Method 3-1/4"toggle bolts ultimate tested shear load in hollow CMU=830 lbs ultimate tested pull out load in hollow CMU=1300 lbs allowable pull out load=250 lbs NOTE:.Design assumes that fasteners are installed according to manufacturer's instructions,using correct size drill. http:/lwww.bamhillbolt.00m/Snecs/TooqleBoltPelfoml.htm Method 4-Hilti 1/4" Kwik Bolt with 2 1/2"embedment allowable loads in grout filled cmu allowable tension load=150 lbs allowable shear load=380 lbs NOTE:.Design assumes that fasteners are installed according to manufacturer's ,� !!!!�` instructions,ts/ hilti,com/medias/susing correct size ds'II er/documents/h06/9176315265054/Technical-information-ASSET-DOC-LOC-3009635.pdf d��t� QRL,q�"r0 � ��•E N SF MO. Method 5-1/4"Tapcon with 1 3/4"embedment � (3` -depth of embedment in hollow concrete bock= 1 1/4" 's ,. allowable tension strength=250 lbs �• No 004 (tfl allowable shear strength=620 lbs • ___ www.itwredhead.coml ortalsl0/fm roductcatalo /documents) roducts/37/ta contechnicaldata. f * Method 6.#14-#14 self tapping sheet metal screws to min 18ga steel or 0.090"aluminum ATE OF htt :llwww.itwbuildex.com/ fkeks select datasheet. df / � � �/• -allowable tension(pull out)load=400 pounds / Q Method 7-1/4"wood screws in 1/2"plywood S A 3 https://www.zillarac.com/Portals/0/Documents/PDF/Screw°/020Pull-out.cdf v�� rrr��, Nrn„, -allowable tension load=150 pounds h% References: ASCE 7-16 The 7th Edition(2020)of the Florida Building Code John J.Orlando PE LLC 0044089 165 Old Ridge Road Macon,GA 31211 sheet: 2 of 2 (478)731-5394 jjorlando@cox.net Crystal Bar 5707 Gall Blvd. Zephyrhills, FL 33542 = _ T TT . a Lprt-I iui _ - - :Z lilLiliul West Elevation Width = 90' ss ► I °"6"MD"°"� ANCHOR SCHEDULE { ***All Fasteners Shall Be Spaced Evenly*** A ANCHOR SCHEDULE 2-4 Places Each Letter LEDuwmRe Wall Material Anchor Type �, uureRarsawE 1/4"THREADED ALUMINUM ROD WITH MIN I LEXAN c 2"EMBEDMENT IN CONSTRUCTION — T CONCRETE(3KSI)or 1/4"TAPCONS OR EQUIVALENT WITH MIN 4_ HOLLOW MASONRY 1.75"OF EMBEDMENT �POWNS 1/4"EXPANSION ANCHORS WITH MIN 2.5" OF EMBEDMENT rarwRraEc7r m 1/2"PLYWOOD 1/4"TOGGLE BOLTS (NO ACCESS BEHIND) 1/4"WOOD SCREWS OR TAPCONS,FULL Reverse Lighted Channel Letters RDDR,0" EMBEDMENT METAL STUDS OR METAL #14 METAL SCREWS TO MIN 18ga STEEL OR PANELS 0.090"ALUMINUM Examples HOLLOW WALL(BLOCKING 1/4"THRUBOLTS OR LAGS TO SOLID UNDERWRITERS ortADFHOI BEHIND) BLOCKING BEHIND U LAB'ORATORI ® �f�11111,1 j1/ ELECTRIC SIGN ,,�11� �'+ OR4,4♦ ,�� NQ 0044089 V ® 7≥o ,' st STATE OF . '1 John J.Orlando PE LLC Conforms to the requirements of the 7th Edition(2020) 165 Old Ridge Road of the Florida Building Code sections 1609 and 3107 O R ¶IO, \ � Macon,GA 31211 478 731 5394 V(ult)=140 mph ,4,)1 /0NALE b, Florida registration#0044089 Risk c t Excposure =C Js ob 0421 sheet �SIIi111 Job name, Crystal Bar(rear elevations Jot# 0421C4S Sign company: Crazy4Signs Installation location: 5707 Gall Blvd.,Zephyrhills,FL 33542 Section 3107 and 1609 of Florida Building Code 2020 and Chapter 30 ASCE 7-16 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: flush mounted LED channel letters Occupancy Category: Wind velocity(3 sec gust),FBC 2020,section 1609.3: l ' mph Wind pressure(qz) 50.2 psf Net Pressure Coeficient(Cnet)from Figure 30.7-2 Components and cladding not in areas of discontinuity-walls and parapet: -1.09 Wind Pressure -54.7 psf Wind load applied between wall and structure,pulling structure away from wall Load carried by tension in fasteners connecting structure to wall maximum height of structure to be attached 1 92 ft maximum width of structure to be attached 1 92 ft area fill factor 0.50 projected area of each component to be attached 1.8 ft^2 wind load -101 lbs allowable tension load per fastener to 150 lbs even number of fasteners minimum of 2= -2 number of fasteners practically required due to structure shape 2 weight of structure is approximately 3 lbs allowable shear load per fastener to 100 lbs average shear load per fastener= 1.4 lbs Mounting surface construction is: to be determined Use methods: 1 through 7 Method 1-1/4"A36 Threaded rod or GR2 through bolts into a blocking member. safe working tension load= 160 pounds safe working shear load= 200 pounds pp /www.derose.net/steve/resources/en0tables/bolts.html Method 2-Lag bolts into framing members. -use 1/4"galvanized lag bolts with at least 3"of embedment into framing members. -allowable pull out load= 225 pounds F lands ord/Construction%20PIans/Tables"/20References%20and%20Best%20Practices/Fasteners/Lao/20Screw%20V Method 3-1/4"toggle bolts ultimate tested shear load in hollow CMU=830 lbs ultimate tested pull out load in hollow CMU=1300 lbs allowable pull out load=250 lbs NOTE:.Design assumes that fasteners are installed according to manufacturer's instructions,using correct size drill. http://www.barnhillbott.comls0ecs/To0leB0ttE8fi0fJfl.htm Method 4-Hilti 1/4" Kwik Bolt with 2 1/2"embedment allowable loads in grout filled cmu allowable tension load=150 lbs allowable shear load=380 lbs NOTE:.Design assumes that fasteners are installed according to manufacturer's instructions,using correct size drill. � https:/lwww.hilti.com/mediasfsys masterldocuments/h06/91 7 6 3 1 5 2 6 50541Technical-information-ASSET-DOC-LOC-3009635.pdf r��`` J o ♦I�`', `•�•.... �R �I Method 5-1!4"Tapcon with 1 314"embedment � 0 �. •C E�'••��/ Ow -depth of embedment in hollow concrete bock= 1 1/4" r�` .� allowable tension strength=250 lbs ' No 0044089 Q$9 ;O allowable shear strength=620 lbs • https:/lwww.itwredt ?documents/products/37/tapcontechnicaldata.9df ; *: -.. ..-- - .. •* Method 6-#14 self tapping sheet metal screws to min 18ga steel or 0.090"aluminum A • htto://www.itwbuildex.com/nditteks select datashes pclf / OF ••�,•y -allowable tension(pull out)load=400 pounds (/ ,// ••�� ;U Method 7-1/4"wood screws in 1/2"plywood '• • htt ://www.zillarac.com/Portals/0/Documents/PDF/Screw%20Pull-out- df • +►� •� � Nam � -allowable tension load=150 pounds ♦11g AL. ' i References: ASCE 7-16 The 7th Edition(2020)of the Florida Building Code John J.Orlando PE LLC 0044089 165 Old Ridge Road Macon,GA 31211 sheet: 2 of 2 (478)731-5394 jjorlando@cox.net N Crystal Bar 5707 Gall Blvd. Zephyrhills, FL 33542 W E iJ 571 . Ip 3 Auto Care Center Auto parts store 112 • Wendys Takeout Deli Zephyrhi'I VeterinaryClinic Ave for Pets Sake Pet Resort