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Home My WebLink About21-3359City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 11111 1 1 011 MIM,, BGC-003359-2021 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 01/12/2022 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. Ill. 6 03MDM=A TUP.77M "I'll . I I I "I'll accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 4z . .......... . ... . . . ....... CONTRACTOR SIGNATURE M-N Mw A �V' JPEJAIT OqFFICE() ITHOUT APPROVED INSPECTION ir 0 — MILIF; WON=* • o 0 It 813-780-0020 City Of Zephyrhills Permit Application Fax 13-78o®Q021 Building Department 13 ) Owner's Name I F= Zephyr Commons OutparcelsLt__j Own., Phone Number Owner's Address 2331 John St. Suite 1 / Markham, Ont ri Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Ad s JOB ADDRESS 4 Gall Blvd. 1 Zephyrhills, FL 33541 LOT# SUBDIVISION PARCELlo# 3 - - 1-0130-000 0-007 WORK PROPOSED NEW CONSTR 11 INSTALL PROPOSED TYPE OFCONSTRUCTIONBLOCK (OBTAINED FROM ,M r , DEMOLISH WEEFAIR— COMM FRAME OTHER STEEL 1 • M.Instal-I client provided sign and connect to EXISTING electric. ELECTRICAL 1 gt}Qe{} (PLUMBING MECHANICAL $ CAS ROOFING FINISHED FLOOR ELEVATIONS AMP SERVICE PROGRE ENERGY W.R.E.C, VALUATION OF MECHANICAL INSTALLATION � ` SPECIALTY OTHER FLOOD ZONE AREA =YES NO I COMPANY REGISTERED COMPANY REGISTERED COMPANY REGISTERED r � � �' "^ • ^: a a � ,.'... a License Ewire Solutions, LL a Y 1 N FEE CURREN 1' / N License #EEEEH= ;;;;�FEE GURREN Y f N License E T MM R9uI�Uim... f • e ♦ - • : •. a •-.•: "•:: RP to Or QA me this MIN Not6ty POW_. dame of Notary , printed w stamped r x !be M440� s I Centrecorp Management Services Limited 2851 John St, Suite One, Markham, Ontario, DR 5R7 P-1 905.47T9200 F: 905, 47T7390 ItA Ceti CORD December 2, 2021 City of Zepbyrl,illls, Florida Brulding/Perninting Department 5335 8"' Street Zephyjbills, FL 33542 Re: Permit submittal authorization in connection with that certain lease dated tbd (the "'Lease") between SIT Zephyr Commons Outparcels LP (the "Landlord") and Sage Dental (the "Tenant") for those certain premises located at Outparcel 7 (the "Leased Premises") in Zephyr Commons (the "Shopping Center"). To Whom It May Concern: Landlord hereby authorizes Tenant, or Tenant's authorize contractor, or their agent, to submit, on Landlord's behalf, for all required permits to perform sign installations, removals or maintenance to the Leased Premises approved by Landlord in accordance with the Lease. Michae1- r,, y, ASO SF Zephyr Commons Outparcels LP State of Florida County of Palm Bqacb be On this, tbeday of', 2021, before me a notary public, the undersigned officer, personally appeared �i �s-e I C�sk-irown to me to be the person whose name is subscribed to the within t instrument,, and acknowledged that e executed the same for the purposes therein contained. In witness hereof, I hereunto set my hand and official seal, Notary Public ...... 70—M"try-7" ELIZABETH NASUTI My COWSSION # GG 932233 EXPIRES: February 28,2024 Bonded Thru Notary Public uum—mf— RUN% HUNG NGUYEN EC13007814 COUNTY OF b The forego iing instrument was acknowledged before me this --r"L"— day of 20-��, y_A �� Personally known: OR Produced AI I dentific a n. 35-25-21-0130-00000-0070 1 Pasco County Property Appraiser Parcel ID 35-25-21-0130-00000-0070 (Card: I of 1) Classification 01000-Vacant Comm Mailing Address SF ZEPHYR OP 7 LP Just Value 400 CLEMATIS ST STE 201 Ag Land WEST PALM BEACH, FL 33401 Land Building Physical Extra Features 7642 GALL BOULEVARD, ZEPHYRHILLS, FL 33541 7646 GALL BOULEVARD, ZEPHYRHILLS, FL 33541 j.egAl Description (First 200 characters) Assessed _ See It for this Subdivision Homestead Exemption ZEPHYR COMMONS PHASE 1 PB 65 PG 132 LOT 7 Additional Exemptions Jurisdiction CITY OF ZEPHYRHILLS Taxable Value Community Dev District N/A 207-mas= ElEEME" Land Detail (Card: 1 of 1) .ine Use Code Description Zoning Units Type Price 1 1000V OPARM-1 Vacant Commercial MPUD 11,000.00 SF $14,50 2 1000V OPARM-2 Vacant Commercial MPUD 27,103.00 SF $13.25 Additional Land Information Acres Tax Area FEMA Code Sinkhole Status Nelighborhoc 0.87 30ZH None Reported OPA Building Information (Card: 1 of 1,1 Unimproved Parcel Extra Features (Card: 1 of 1) .ine Code 'Description Year Units No Extra Features Sales History Previous Owner: SF ZEPHYR COMMONS OUTPARCELS Month/Year Book/Page Type DO R Code Condi, 05/2021 10353L-1485 Warranty Deed 11 08/2015 9254 L1646 Warranty Deed 05 12/2010 8426 L 0817 Warranty Deed 05 02/2007 ZAILL 0626 Warranty Deed 06/2006 7017 1 0395 Quit Claim Deed 05/2006 2226j 1139 Warranty Deed 24.00 in (2 ft - 0 in) Section(& LED Channel Letter Scale: N.T.S. 365.50 in (30 ft- 5 1/2 in) 137.50 in 207.00 in 11 ft - 5 1/2 in 17 ft - 3 in V..) VV n I I E: r\E: I LI IN L 1. Building Fascia 2. 0.040" Aluminum Letter Returns ed to Face. #8 Pan Head Screws to Returns 4. 3mm Signabond Lite Composite Backs 5. White LED's 6. White Acrylic with Translucent Green Vinyl Overlay 7. Disconnect Switch per UL Standards within 6' of Existing J-Box(es) 9. Low Voltage LED Power Supplies 10. Raceway - Painted to Match Building Fascia 11. Mounting Detail Precise fastener locations + by installers. J OR4 0 .--'\r, ESN S'- ;0 6"% 0 1� No 0044089 % S TAT EE G F 0 A% N pi Conforms to the requirements of the 7th Edition (2020) of the Florida Building Code sections 1609and 3107, V(ult)=: 140mph, Exposure category= C, Risk category = 11 John J. Orlando PE LLC - 165 Old Ridge Road - Macon, GA 31211 - 478 731 5394 -jjorlando@cox.net - Florida registration # 0044089 job 2121 C4S sheet 1 of 2 Sage Dental q-6-54 Gall Blvd. Zephyrhills, FL 33541 Ww% 21.375 in 1 ft - 9 3/8 in T This sign is to be installed in accordance with the requirements of Article 600 of the National Electrical Code. 1) Grounded and bonded per NEC 600.7/NEC 250 2) Existing branch circuit in compliance with NEC 600.5, not to exceed 20 amps 3) Sign is to be UL listed per NEC 600.3 4) UL disconnect switch per NEC 600.6- required per sign component before leaving manufacturer* *For multiple signs, a disconnect is permitted but not required for each section LEGEND E::= Front v t Side Elevationt Rear Elevation (East) Job name Job# Sign company: Installation location: 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: raceway mounted LEDchennef letters Occupancy Category: Wind velocity (3 sec gust), FBC 2020, section 1609.3: Wind pressure (qz) 11 140 mph 50.2 psf Net Pressure Coeficient (Cnet) from Figure 30.7-2 Components and cladding not in areas of discontinuity - walls and parapets -1,09 Wind Pressure -54.7 Wind load applied between wall and structure, putting structure away from wall Load carried by tension in fasteners connecting structure to wall maximum height of structure to be attached maximum width of structure to be attached effective projected area factor projected area of each component to be attached wind load allowable tension load per fastener to even number of fasteners minimum of 2 number of fasteners practically required due to structure shape weight of structure is approximately allowable shear load per fastener to average shear load per fastener = Mounting surface construction is: to be determined Use methods: I through 4 Method 1 - 3/8-16 SS Toggler zip toggle anchors (BCS) allowable pull out load = 250 lbs allowable shear out load = 125 lbs http -, tto ter LEO&C23k E-Heavy..s! _gg— gGt— AE f NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. Method 2 - Lag bolts into framing members. -use 3/8" galvanized lag bolts with at least 5" of embedment into framing members. allowable pull out load = 436 pounds allowable tension load = 680 pounds Method 3 - Through bolts into a blocking member. use 3/8" threaded steel rod into a blocking member placed behind framing member. ultimate tension load - 680 pounds allowable tension load = 340 pounds ultimate shear load = 510 pounds allowable shear load = 255 pounds psf 229 30.7 ftA2 -1254 -1681 lbs 250 250 lbs -6 -8 92 123 lbs 125 125 lbs 153 15.4 lbs Method 4 - Hilti 3/8" x 3" Kwik Bolt TZ SS 304, Item number 387523 ultimate tension load = 1520 lbs allowable tension load = 760 lbs ultimate shear load = 1685 lbs allowable shear load = 842 lbs NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. http-, lk�yw hiJti., _om cLrn edias sksys master/documents/hac/9233455513630/Technical-information-ASSET-DO)C-LOC--1543424�p A _ _ References: ASCE 7-16 The 7th Edition (2020) of the Florida Building John J. Orlando PE LLC 0044089 165 Old Ridge Road Macon, GA 31211 (478) 731-5394 jjorlando@cox.net BE sheet: 2 of I 18.00 in 1 ft - 6 in Section (W LED Channel Letter Scale: N.T.S. 103.125 in 8 ft - 7 1/8 in 274.125 in 22 ft -- 10 1/8 in .., 1.. I "I . 11 1. Building Fascia 2. 0,040" Aluminum Letter Returns 3. 1" Jewelite Bonded to Face, #8 Pan Head Screws to Returns 4. 3mm Signabond Lite Composite Backs 5. White LED's 6. White Acrylic with Translucent Green Vinyl Overlay 7. Disconnect Switch per UL Standards of Existing J-Box(es) 9. Low Voltage LED Power Supplies 10. Raceway - Painted to Match Building Fascia 11. Mounting Detail 155.25 in 12 ft- 11 1/4 in Mount in ('10) evenly spaced places per Mounting Detail. - 1. 911 J. 0 /V&414; oo e% 0 C % No ti 44C)89 :4z STATE OF a' 01YAL Conforms to the requirements of the 7th Edition (2020) of the Florida Building Code sections 1609 and 3107, V(ult) = 140 mph, T1"01d@affgory=C, Risk category= 11 John J. Orlando PE LLC - 165 Old Ridge Road -Macon, CA 31211 -478 731 5394-jjoriando@cox.net -Florida registration #0044089 job 2021 C45 sheet 1 of 2 Sage Dental 7654 Gall Blvd. Zephyrhills, FL 33541 City of Zephyrhills Building Department Parcel ID: 35-25-21-0130-00000-0070 16.125 in 1 ft-4 1/8 in T This sign is to be installed in accordance with the requirements of Article 600 of the National Electrical Code. 1) Grounded and bonded per NEC 600.7/NEC 250 2) Existing branch circuit in compliance with NEC 600.5, not to exceed 20 amps 3) Sign is to be UL listed per NEC 600.3 4) UL disconnect switch per NEC 600.6- required per sign component before leaving manufacturer* *For multiple signs, a disconnect is permitted but not required for each section Job name Sage Dental (north eloyation) Job# 202IC4s' Sign company: cr-4 4 Signs Installation location: 7664 Gall Blvd., Zephtrhills; FL 33541 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: raceway mounted LED channel totters Occupancy Category: Wind velocity (3 sec gust), FBC 2020, section 1609.3: Wind pressure (qz) It 140 mph 50.2 psf Net Pressure Coeficient (Cnet) from Figure 307-2 Components and cladding not in areas of discontinuity - walls and parapets -1.09 Wind Pressure -54.7 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 maximum width of structure to be attached effective projected area factor projected area of each component to be attached wind load allowable tension load per fastener to even number of fasteners minimum of 2 number of fasteners practically required due to structure shape weight of structure is approximately allowable shear load per fastener to average shear load per fastener = Mounting surface construction is: Use methods: Method 1 - 3/8-16 SS Toggler zip toggle anchors (BCS) allowable pull out load = 250 Ibs allowable shear out load = 125 lbs httRs /toggler com/p20fs/ GGLE11/.C216AE Heav t Bolts df j-2u-y ioggj� NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. Method 2 - Lag bolts into framing members. -use 3/8" galvanized lag bolts with at least 5" of embedment into framing members. allowable pull out load = 436 pounds allowable tension load = 680 pounds Method 3 - Through bolts into a blocking member. use 3/8" threaded steel rod into a blocking member placed behind framing member. ultimate tension load = 680 pounds allowable tension load = 340 pounds ultimate shear load = 510 pounds allowable shear load = 255 pounds psf 12.9 17.4 ftA2 -705 -951 lbs 250 250 lbs -4 -4 1 52 70 lbs 125 125 lbs 12.9 11.6 lbs Method 4 - Hilti 3/8" x 3" Kwik Bolt TZ SS 304, Item number 387523 ultimate tension load = 1520 lbs allowable tension load = 760 lbs ultimate shear load = 1685 lbs allowable shear load = 842 lbs NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. documents,lhac/9233455513630/Technical-;nformation-ASSET-DOC-LOC-1 543424,pdf References: ASCE 7-16 1#01000 The 7th Edition (2020) of the Florida Building Cod 0 ESN John J. Orlando PE LLC 0044089 No 0044089 165 Old Ridge Road Macon, GA 31211 » sheet: 2 of2'ft (478) 731-5394 jjoriando@cox.net TASTE OP W "r 0 A N 10 c LEGEND Front Elevation (Weso Side Elevation (&aubh) Rear Elevation 24.00 in (2 ft - 0 in) Section Cad LED Channel Letter Scale: N.T.S. 137.50 in 11 ft-5 1/2 in 1. Building Fascia 2. 0.040" Aluminum Letter Returns 3. 1 " Jewel ite Bonded to Face, #8 Pan Head Screws to Returns 4. 3mm Signabond Lite Composite Backs 5. White LED's 6. White Acrylic with Translucent Green Vinyl Overlay 7. Disconnect Switch per UL Standards A— 5 of Existing J-Box(es) 9. Low Voltage LED Power Supplies 10. Raceway - Painted to Match Building Fascia 11. Mounting Detail 207.00 in 17 ft - 3 in Precise fastener locations + by installers. O&Z 41,0,f . N, . E o 0044089 cc STATE OF :4J R C4 Conforms to the requirements of the 7th Edition (2020) of the Florida Building Code sections 1609 and 3107, V(ult) = 140 mph, Exposure category= C, Risk 1 category= it John J. Orlando PE LLC - 165 Old Ridge Road - Macon, GA 31211 - 478 731 5394-jjorlando@cox.net - Florida registrat.on # 0044089 job 2221 C4S sheet 1 of 2 — Sage Dental —7vID' -7fY54 Gall 131v " i,21, TZ- inni"1777-71-1— Zephyrhills, FL 33541 557 0 21.375 in 1 ft - 9 3/8 in This sign is to be installed in accordance with the requirements of Article 600 of the National Electrical Code. 1) Grounded and bonded per NEC 600.7(NEC 250 2) Existing branch circuit in compliance with NEC 600.5, not to exceed 20 amps 3) Sign is to be UL listed per NEC 600.3 4) UL disconnect switch per NEC 600.6- required per sign component before leaving manufacturer* *For multiple signs, a disconnect is permitted but not required for each section Job name Sage Dental (east elevation) Job# 2221C,4S Sign company: Crizy 4 Sigm Installation location: 7654 Gatt Blvd,, Zephtftlls, -FL 33541 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: raceway mounted LED channel letters Occupancy Category: 'It Wind velocity (3 see 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 parapets -1 .09 Wind Pressure -54.7 last 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 2,00 ft maximum width of structure to be attached 11,46 17.25 ft effective projected area factor 1.00 'I'm projected area of each component to be attached 22.9 30.7 ftA2 wind load -1254 -1681 lbs allowable tension load per fastener to 250 M lbs even number of fasteners minimum of 2 = -6 -8 number of fasteners practically required due to structure shape 6 weight of structure is approximately 92 , 123 lbs allowable shear load per fastener to r 125 125 lbs average shear load per fastener = 15.3 15.4 lbs Mounting surface construction is: Use methods: Method 1 - 3/8-16 SS Toggler zip toggle anchors (BCS) allowable pull out load = 250 lbs allowable shear out load = 125 lbs t4ps �toleLcom/pdfs/SNAP NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. Method 2 - Lag bolts into framing members. -use 3/8" galvanized lag bolts with at least 5" of embedment into framing members. allowable pull out load = 436 pounds allowable tension load = 680 pounds Method 3 - Through bolts into a blocking member. use 3/8" threaded steel rod into a blocking member placed behind framing member. ultimate tension load = 680 pounds allowable tension load = 340 pounds ultimate shear load = 510 pounds allowable shear load = 255 pounds Method 4 - Hilti 3/8" x 3" Kwik Bolt TZ SS 304, Item number 387523 ultimate tension load = 1520 lbs allowable tension load = 760 lbs ultimate shear load = 1685 lbs allowable shear load = 842 lbs NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. https//wAw.hilti.com/medias/sys master/docutslhact92334555136301Technical-information-ASSET-DOC_LOC_1543424_pdf References: ASCE 7-16 The 7th Edition (2020) of the Florida Building A Code John J. Orlando RE LLC 0044089 0044089 165 Old Ridge Road Macon, GA 31211 sheet: 2 of2 (478)731-5394 ijoriando@cox.net cc ,TAT E OF 10NAL Front Elevation (West) Side Elevation (South) Rear Elevation (East) 0