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HomeMy WebLinkAbout20-209 0 f'v t: r on nn ' City Of Zephyrhilis PERMIT.NUMBER r'.= 5335 Eighth Street ; Zephyrhills, FL 33542 BAC_000209_2020 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 06/22/2020 Permit Type: Add/Alter (Commercial) Property Number Street Address 02 26 21 0010 00800 0050 6930 Gall Boulevard Owner.lnformation Permit Information, Contractor Information Name: CENTERSTATE BANK OF FLORIDP Permit Type:Add/Alter(Commercial) Contractor: CENT POINT HOMES LL( Class of Work:Add/Alter Commercial Address: 6930 Gall Blvd Building Valuation:$11,500.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$11,500.00 )— Total Fees:$146.25 �J Amount Paid:$146.25 Date Paid:6/22/2020 3:14:17PM Project Description INSTALL AWNING OVER ATM Application Fees - Building Permit Fee $97.50 Building Plan Review Fee $48.75 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. C CTOR SIGNATURE PE VIT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER rRec8sived -780-0020 City of Zephyrhills Permit Application Fax-813-78Building Department D (0 Phone Contact for Permitting Lao Owner's Name Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address // JOB ADDRESS o O LOT# SUBDIVISION F PARCEL ID# V - t%a 2-1 `00 "O (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED Fgq NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR ® . COMM E:Y!l OTHER IGU TYPE OF CONSTRUCTION Qw ' BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK Ri VW (3 2(r 4 T M BUILDING SIZE SQ FOOTAGE= HEIGHT =BUILDING $ j VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ / AMP SERVICE = PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER / FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY C7,47f, SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# C ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY -SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# 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(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. .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(PlottSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW t" 1F DEED RESTRICTIONS: The undersigned understands that.this permit may be subject to"deed" restri = g` be more restrictive than County regulations. The undersigned assumes responsibility for compliance w' deed restrictions. UNL.., :LASED 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 maybe 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 government 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 to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,.WaterM/astewater 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 W" 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 AGENTFOR THE OWNER, I 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, plum bing,;.sighs, wells, .pools, air conditioning, gas, or other installations not specifically included in the'application. A permit iss.ued 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 INTEND TO.OBTAIN FINANCING, CONSULT WITH YOUR-LENDER-OK-AN-ATTORNEY-BEFORE-REt;OkDlkG-YOUR-NOT-ICE-OF-COMMENCEMENT.—-- -- — FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed and swo to ed)before a this by Who is/are personally known to me or has/have produced Who I* personally kno to me or has/have produced as identification. as identification. i r i Notary Public lu Notary Public Commission No. Commis 0iono. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped a a . G cent e point 41J1w To Whom It May Concern: Please be advised that Center Pointe°Homes is giving Anthony Detrick permission to sign permits and applications for the following site: Center State Bank 6930 Gall Blvd. Zephyrhills, FL 33542 This permit will include an aluminum awning at Centerstate Bank. Thank You, Harold R. Baxter Center Pointe Homes, LLC 4900 Dundee Rd Winter Haven,.FL33884 Harrold R. Baxter STATE OF FLORIDA COUNTY OF POLK The foregoing instrument was acknowledged before me by means of ph fLsical presence or online notarization,this IV day of Mkg .2020, by Harold R. Baxter as President of Center Pointe Homes, LLC,on behalf of the company,who is personally known to me or has produced as identification. T12 {AFFIX NOTARY SEAL} Notary Public 1 *�o'• HALSE:GG ARSON f1, n o Print Name :?fG� Notary Publictate of FloridaCommissio 357266My Comm.Exs Jul 22,2023Bonded through Na '{Notary Assn. My Commission Expires Office of the Comptroller of the Currency _. . . .... ._.._..._.__ -- Southern District 600 N.Akerd SL,Suite 1600 Dallas,7X 76201 March 8,2016 1 Mr.John P.Greeley Smith Mackinnon,P.A. P.O.Box 2254 Orlando,Florida 32802 M4 Re: Consummation of the business combination application for the bank merger of Community Bank of Florida,hw-,homestead,Florida(Community)with and into CenterState Bank of Florida,National Association,Winter Haven,Florida-OCC Control No.2015-SO-Combination-145717 Dear Mr.Greeley: This letter is rite official certification of the Office of the Comptroller of the Currency(OCC) for the bank merger of Community with and into CenterState Bank of Florida,National Association, Winter Haven, Florida, Charter No. 22311 (Bank), effective as of March 2, 2016. This March 8, 2016 , certification letter supercedes our earlier certification letter dated March 3,2016,based upon subsequent events as detailed in your correspondence to me dated March 8, 2016. This is also the official authorization given to the Bank to operate the following nine target branches as branch offices of the Hank. Branch information is as follows: treet ddr s MY toe ZIP Code Certificati n 302 West Palm Drive Florida City FL 33034 172129A 28801 SW 157'"Avenue Homestead FL 33033 172130A 809 North Flogler Avenue Homestead FL 33030 172131 A 2804 NE 8'5 Street Homestead FL 33030 172132A 100150 Overseas Ilighway Key Largo FL 33037 172133A 19990 SW 177's Avenue Miami FL 33187 172134A 18765 South Dixie Highway Miami FL 33157 172135A 24701 South Dixie Highway Princeton FL 33032 172136A 91390 Overseas Highway Tavernier FL 133070 172137A If you have any questions.please call me at(214)720-2823. Sincerely, Robert G.Gaffney Senior Licensing Analyst FRANK L.BENNARD P.E. Digitally signed PE6 ALUMINUM CARPORT/CANOPY _ M `F b Frank VA420513FORZIPCODE: alQ .w.'x,<Yw' y VAUD ONLY J v 19 �°"°°' Bennardo VAUDONLY FOR:AFSFabrication @(q "_°>__`, , FOR PERMIT USE WITHIN 14 MASTER PLAN SHEET )°,"I„�; Date: •:E,y-..,, .al; DAYS OF DIGITAL SEAL ��ttyi,i..i T;• zO20.Q5.1 2 PE0046549 CA-9885 Eastern MefaI supptY ° i 10:35:09-04'00' VALID FOR 1 PERMIT ONLY U N O NOTICE:IF THIS SHEET DOES "LOW WIND"(SEE SHEET 2) "HIGH WIND"(SEE SHEET 3) NOT CONTAIN AN ORIGINAL SIGNATURERE&®ENGINEER SEAL: MAX.WIND SPEED 115 MPH,EXP.C MAX.WIND SPEED 175 MPH,EXP.C IFTHERE IS A DIGITAL MAX.ROOF LIVE LOAD 20 PSF MAX.ROOF LIVE LOAD 20 PSF S EET S PARTOFADIGITPLLY SIGNED FILE,SHALL REMAIN IN DIGITAL FORMAT,&PRINTED COPIES OF THIS DOCUMENT GENERAL NOTES• ARE SEALED IF THERO SIGNED AND SEALED.IF THERE IS NO DIGITAL SIGNATURE ON SHEET 1 OR THIS DOES N 1. THIS STRUCTURE HAS BEEN DESIGNED AND COMPLIES WITH THE DESIGN REQUIREMENTS OF CONTAINSHEET AN ENGINEER'S THE 2012&2015 INTERNATIONAL BUILDING CODE AS WELL AS CURRENT VERSIONS OF THE ORIGINAL SIGNATURE&SEAL, MN,NC,NJ,NY,OH,SC,&VA BUILDING CODES AS APPLICABLE.CONTRACTOR SHALL THIS SHEET IS A COPY/- INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE REQUIREMENTS WHICH MAY w D a m APPLY.DESIGN CRITERIA OR SPANS BEYOND STATED HEREIN MAY REQUIRE ADDITIONAL SITE y.0 v SPECIFIC SEALED ENGINEERING.MAXIMUM LOADS BASED ON RISK CATEGORY II UP TO #m„�N.I o Z Vult=175 MPH,Vasd=136 MPH,EXP`C',OPEN BUILDINGS,CLEAR WIND FLOW,Kd=0.8S, UJ J^i a: w _ Kz=0.85,Kzt=1.0,1'5'MRH,5D'MAXIMUM-SLOPE,ZONE 3 FOR C&C LOADS PER ASCE 7-10. O D U•D`S 2. WIND LOADS ACTING SIMULTANEOUSLY WITH ROOF LIVE LOAD OF 20 PSF.DESIGN PRESSURES Q W=°�' c W i HAVE BEEN BASED ON LOAD COMBINATIONS PER THE 2012&2015 INTERNATIONAL BUILDING < W¢i CODE.DEFLECTION LIMIT OF L/60 USED FOR DETERMINATION OF ALLOWABLE DECKING SPANS Z¢a'` i PER THE 2015 ALUMINUM DESIGN MANUAL AND THE 2012&2015 INTERNATIONAL BUILDING Iu L LU CODE TABLE 1604.3 FOOTNOTE h. m" e o WW _ 3. LIVE LOADS SPECIFIED HEREIN LIST THE ALLOWABLE ROOF LIVE LOAD AND MAY BE j.Ni SUBSTITUTED WITH THE REQUIRED SNOW LOAD(NOT CONCURRENTLY WITH ROOF LIVE LOAD) w n z Y3� 3 PROVIDED THE ACTUAL ROOF SNOW LOAD REQUIREMENT FOR THE PROJECT SITE IS CERTIFIED w a O w BY A PROFESSIONAL ENGINEER BASED ON PROJECT CONDITIONS.ROOF SNOW LOADS IN Q No LU FREE STANDING EXCESS OF 20 PSF ARE BEYOND THE SCOPE OF THIS CERTIFICATION. 19 o 16 ID wn k 1 HOST ATTACHED RAISED SEAL OF THE CERTIFYING P.E.SELECTED ABOVE.ALTERATIONS,ADDITIONS,OR OTHER 3 4 9 10 MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 3. THE EXISTING STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED ALUMINUM CARPORT/CANOPY STRUCTURE AS DETERMINED BY OTHERS OR BY SPECIAL ENGINEERING BY d d N T UNDERSIGNED ENGINEER ATTACHED HERETO.NO WARRANTY IS CONTAINED HEREIN. d z N ok 4. SYSTEM COMPONENTS SHALL BE AS NOTED HEREIN.ALL REFERENCES TO EXTRUSIONS AND U) o LL w INSTALLATION SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN. F< Q Q N w Cu'5. NO CERTIFICATION IS OFFERED FOR WATERPROOFING,SIZING,OR OPERATION OF GUTTERS. O m N O z LD 6. ALL ALUMINUM SHALL BE 6063-T6 ALLOY AND TEMPER UNLESS NOTED OTHERWISE. Iy E _ 7. ALL FASTENERS TO BE#14 OR GREATER AND 304/410 SS UNLESS NOTED OTHERWISE. w Q u FASTENERS SHALL BE CADMIUM-PLATED OR OTHERWISE CORROSION-RESISTANT MATERIAL 3 d o f 12 'm a AND SHALL COMPLY WITH"SPECIFICATIONS FOR ALUMINUM STRUCTURES"SECTION 5.2.1 BY Z Go N°' Z rn THE ALUMINUM ASSOCIATION,INC.,&ANY APPLICABLE FEDERAL,STATE,AND/OR LOCAL Lu N"' f a oz ® CODES. W v 3 J F ® 8. FOR ALUMINUM MEMBERS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE ¢ AND 2.5xDIAMETER MIN.SPACING TO ADJACENT ANCHORS,UNLESS NOTED OTHERWISE. R 9. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH WELD FILLER ALLOYS Q MEETING ANSI/AWS A5.10 STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN Lu ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I-A,TABLE A.3.6.ALL ALUMINUM 5555 m CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOLERANCES,QUALITY,AND METHODS a gg OF CONSTRUCTION AS SET FORTH IN THE AMERICAN WELDING SOCIETY'S STRUCTURAL ® WELDING CODE-ALUMINUM(D1.2).MINIMUM WELD IS 1/8"THROAT FULL PERIMETER FILLET o WELD UNLESS OTHERWISE NOTED. 6 10. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. aaDo 5 6 11. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. c a EMBEDMENT SHALL BE AS NOTED HEREIN.EMBEDMENT AND MINIMUM EDGE DISTANCE 3 7 C p EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. C7 12. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 6$ > 13. MINIMUM REBAR COVER FOR CONCRETE FOOTINGS IS 3"FOR CONCRETE CAST AGAINST AND x CARPORT/CANOPY ISOMETRIC ALLOWAB"SOILTLY PBEARING PRESSURE ASSUMED TO BE 2000 PSF.SOIOSED TO EARTH AND 2"FOR CONCRETE EXPOSED L TO BE WELL EARTH OREATHER. § COMPACTED TO 9S%OPTIMUM DENSITY. mPYRICHr ExcINEERwO EIF"ems° >r 14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF ABOUT THIS DOCUMENT THIS SPECIFICATION BY CONTRACTOR,et.al.INDEMNIFIES&SAVES HARMLESS THIS 17-5515 ENGINEER-CERTIFIED ORIGINALS,VARIATIONS E ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&"APPELLATE FEES RESULTING a &MORE INFORMATION CAN.BE FOUND BY FROM MATERIAL FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND SCALE:NTS UNLESS NOTED IUVMW DATE: VISITING ENGINEERINGEXPRESS.COM/STORE THAST WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES&FROM DEVIATIONS OF ' �{/ OR BY SCANNING OR USING m CC■• ' Cw zx# I y�►(/L THE WEB ADDRESS FOUND HERE > 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS THIS l"G MARC'A•�' � lV ORIGNALUEN ENGINEER CERTIFICATION ecalc.io/175515 ARE INTENDED. jm 1 . FRANK L BENN/OIDQ,P.E. TO CONCRETE(3 FROM MIN.) vea �O �"ITW TAPCON,6"FROM ENDS @ 20"O.C.MAX.W/1 3/" EMBED.AND 4"MINGRO.EDGE DISTANCE "LOW WIND"ALUMINUM CARPORT/CANOPY FREE STANDING CONFIGURATION TOACOULTR CON OR EQUIV., LocO ENDSI .!%) 16/25`f2019 M"ELCO I-EMBED. N 23/4" ,6"FROM ENDS @ 8"O.C. ��\� MAX.W/D EMBED.AND 0.5 MIN.EDGE DISTANCE �•l• TO WOOD(SYP#2 G=0.55 MIN.) #14 WOOD SCREWS,6"FROM ENDS @ 12"O.C.MAX.W/ Pr"EMBED.AND%"MIN.EDGE DISTANCE NO OF RN NLY N 2 OTICE:IP THIS SHEET DOES r , / S[GNAT110.E D ENGINEER SEAL: _____ ___________________ 2"x2"x3/16"ANGLE CAN BE IFTNERE ISADIGRAL ORIENTED EITHER WAY.IF SIGNATURE ON SHEET 1,THIS / __ _ ORIENTED AS THIS DASHED LINE, SHEET IS PART OF A DIGITALLY SIGNED FILE,SHALL REMAIN IN FASTEN ANGLE TO U-HEADER W/ DIGITAL FORMAT,R PRINTED CO ARE NOT CONSIDERFDSIGNED (1)%"x3/"410 SS TEK SCREW @ Q Z O // /' / 2"O.C.MAX. AND SEALED.IF THERE IS NO XQ // DIGITAL SIGNANRE ON SHEET3 Kd' / / OR THIS SHEET DOES NOT W~F- Q 0 / CONTAIN AN ENGINEER'S 0� m'L , / /, // , 1 2 3 4 ORIGINAL SI6 TORE NSEAL. O X> /' / / THIS SHEET IS A COPY RAFT. O oww 0 fa 7 5 W oFv� aao_ cf / //// II' a�ao p a =' o m / / ///li (3)1"x3/"410 SS TEK SCREW W/NEOPRENE C#m m o ? u WASHER PER PAN,SCREWS CAN BE ORIENTED IN Dj J<i Q EITHER DIRECTION LL v A W i : F_ B 2"x2"x3/36"ANGLE CAN BE ATTACHED FROM WW W ' ___________________________ ____________ BENEATH AS THIS DASHED LINE Z>U� i w ---- -------- _ HOST STRUCTURE,BY OTHERS Z Q W ��i Lf�o 1 2 3 4 `--J B 9 A-A SECTION m N U.o w p 2 1/4" 11'-0"MAX.TYP. 2 1/4" 11'-0"MAX.TYP. ZL-9 CARPORT/CANOPY PLAN VIEW CARPORT/CANOPY ELEVATION VIEW LL (s)y4,xTj4 'D Lu k , 410 SS TEK SCREW W/ NE NEOPRENE J ry (3)4"xT/y"410 SS J WASHER TEK SCREW W/ 1 2 E-1 D g WASHER PER PAN 3 4 (n O'i Z Irl w "LOW WIND"ALUMINUM CARPORT/CANOPY HOST ATTACHED CONFIGURATION 9 SCREW W/NIEOPRENE 0 SS TEKJ Cl`Q_Q N N o Q Q W N POST WASHER z m m 0 g z ' NOTCHED rn a Q HOST STRUCTURE,BY AT BEAM S a o F w m 5 6 7 'A OTHERS LOCATIONS B-B SECTION Z m M < Q Lu F A, Q Q R (1)1V,"DRAIN 9 B 10 HOLE W/POP LLI R $ RIVET,DEFLECTOR, D a z 00 TYP. ��i: X K ed G ' ,f�2 O00 m> O (2)1Y2"HOLE,TYP. W LL O Q O Z A g¢ f a g E. 9}q� °•a a �, `rvy d A zCRtl Ov 9"SQ.(TOP)x 10" SQ.(BTM.)x 18"DEEP BLOCKOUT � � r B - c (LLED W/,ROUT IH j I-_____________________________----------- I __—__—_____ " " _ 4 KSI MIN. + 0 1 2 3 4 B 9 ° w, E L _ L— J 4 CONCRETE FOOTING 2 1/4" 11'-0"MAX,TYP. - ° ad (3;SI MIN.)W/ a ' COPYRIGHT ENGINEERING EMPRESS 2 1/4" 11'-0"MAX.TYP. (12 #5 VERTICAL REBAR(3 PER'SIDE) 17-5515 AND#4 TIES @ 12" CARPORT/CANOPY PLAN VIEW CARPORT/CANOPY ELEVATION VIEW 2'-2"SQ. D.C. SCALE:NTS UNLESS NOTED CONCRETE FOOTING a4 NNPAD TO CONCRETE(3 KSI MIN.) PPEEAANK ty�O TAPC"N,6"FROM ENDS @ 12"O.C.MAX.W/1 EMBED.AND 2"MIN.EDGE DISTANCE "HIGH WIND"ALUMINUM CARPORT/CANOPY FREE STANDING CONFIGURATION TOASTMC90GROUTFILLEDBLOCK(1.SKSIMIN.) tp �� plg yl"ELCO ULTRACON OR EQUIV.,6"FROM ENDS @ 6"O.C. ` MAX.W/1"EMBED.AND 3%"MIN.EDGE DISTANCE g TO TVOOD(SY1#2 Gl-M MIN.) #14 WOOD SCREWS,6"FROM ENDS @ 8"O.C.MAX.W/ AL OF 1 P RMT-UN l[/"EMBED.AND 3/q"MIN.EDGE DISTANCE NOTICE:IF PHIS SHEET DOES 3 NOT CONTAI&ENGINEER SEAL: 2"x2"x/Is"ANGLE CAN BE IF THERCISADIGML � / / ORIENTED EITHER WAY.IF SIGNATURE ON SHEET I,THIS L L__ i ORIENTED AS THE DASHED LINE, SHEET IS PART OF DIGITALLY / /'/ SIGNED FILE,SHALL REMAIN IN FASTEN ANGLE TO U-HEADER W/ DIGITAL FORMAT,A PRINTED COPIESOP THIS DDQINENT 21)O.CMAAX10 SS TEK SCREW @ ARE NOT CONSIDERED SIGNED O❑ / / //' AND SEALED.IF THERE IS NO DIGITAL SIGNATURE ON SHEET I W F \ x // OR THIS SHEET DOES NOT Q CONTAIN AN ENGINEER'S F ORIGINAL SIGNATURE&SEAL, CEO .. mw / / '//Cw O 0 X� /' 1 rHls SHEET Is A cow Dwu-T. Irk -MLLIU, LpN 7 5 jj WOa " (2)%")0/4"410 SS TEK SCREW W/NEOPRENE WASHER PER PAN,SCREWS CAN BE ORIENTED IN O W J•�i Q w EITHER DIRECTION C>LL Y+I r -- iH THIS 2"X2"x�R"ANGLE CAN BE ATTACHED FROM Q W=S > W¢ " D ------------ ---------- ----------- ------------ BENEATH AS Y OTHERS t Q w LL DASHED LINE i L _ L_—J J L__J HOST STRUCTURE,B RS m u m'D E Z 0 1 D 9 C-C SECTION 2 1/4" 4'-6"MAX. 4'-6"MAX. 4'-6"MAX. J.ri O o W rc 2 1/'�T,2 1/4— 4'-"MAX. 4'-"MAX. 4'-TMPAX. TYP. TYR TYP. Y 3 w F CARPORT/CANOPY PLAN VIEW CARPORT/CANOPY ELEVATION VIEW (s)y,"��" W 410 SS TEK LL.+Oa w SCREW W/ - o NEOPRENE (2)1/A^X3/^410 SS --I WASHER TEK SCREW W/ 1 r as m NEOPRENE 'p n WASHER PER PAN (n p LL Z w "HIGH WIND"ALUMINUM CARPORT/CANOPY HOST ATTACHED CONFIGURATION J T774- SCREW3W/NEOPRENE Q 5�^o POST WASHER i— m m g z E NOTCHED W 0 HOST STRUCTURE,BY AT BEAM 3 a 5 6 7 C �OTHERS LOCATIONS D-D SECTION w 7 — - -- LIJv3 C Q (1)1�"DRAIN < a 9 D 10 HOLE W/POP W RIVET DEFLECTOR, 3ff 00 TYP. X FF 'a ig w0� �OLLO w� v a ¢O z a {gtl 0 m f rg 5 D. da OJ ^ c m eall 9"SQ.(TOP)x 10" SQ.(BTM.)x 18" , D v a DEEP BLOCKOUT � M F- ° FILLED W/GROUT r S i / T1/19'-0-1"MAX. d C KSI-MIE FOOTING �d a (3 KSIMIN:)W/ 2 1 4" 9'-0"MAX.TYP. 2 TYP. (12).#5 VERTICAL GOMIGHT ENGINEER:NG EXPRESS• .. REBAR.(3 PER SIDE) 17-5515 AND#4 TIES @ 12 CARPORT/CANOPY PLAN VIEW -CARPORT/CANOPY ELEVATION VIEW i 2'-6"SQ, 0.C' SCALE;NTS UNLESS NOTED CONCRETE FOOTING SURFACE MOUNT FRANKLBENNA�v�E. FEa C OPTION CAN ONLY BE E E 2.250 3soo-- USED WITH HOST 1.000" 1.000" 22so•0, 'O J7z5�2019 (1)134"DRAIN 1.000" ATTACHED HOLE W/POP 1.000" Q V CONFIGURATIONS A RIVET DEFLECTOR, c '/3z"DIA.HOLES,TYP. c N 9/3z"DIA.HOLES,TYP. ` TYP• q _ n VALIO FORPERM ONLYUNO - % a R N C N NOTICE:IF MIS SHEET DOES (4)%"SS HILTI KWIK BYz"x81/z"x3/s" NOT CONTAIN AN ORIGINAL 6063-T6 ALUM. 6 SIGNATURE A ENGINEER SEAL: BOLT 3 W/2"EMBED, A ® IF THERE IS A DIGITAL AND 2 "MIN.EDGE " A PATE SHEET IS PART OF A DIGITALLY SIGNATRE ON SHEET I.THIS DISTANCE INTO d 0.220" SIGNED FILE,SHALL REMAIN IN CONCRETE(3 KSI MIN.) DIGWIRES of T�IIIS DMT PRINTED ARE NOT CONSIDERED SIGNED U' AND SEALED.IF THERE IS NO < n Ul DIGITAL SIGNATRE ON SHEET 1 1.SO0" cq _ N ORTHISSHEEi DOESNOT HOST STRUCTURE, - M ® CONTAIN AN ENGINEER'S BY OTHERS - 0,093" I ® TOHis s SHEM.ET IS COPY DRAFT. Y!l0 N M I 3/4" 7" 3/4" I .. 0.093' i 6 M "", SURFACE MOUNT OPTION I "' ^ ' �® j I I I O?LLm F Q. w 3/4 7" 3/4�� I I I Q W= > WW w I z>U i ZppQpi 3/4" I I i i z O O I I m N Q o Z ____ ____ ________ I-= N O60 _- -_-- LO ry J'a_1 Ih C W o ____ ____ _________ _ I I I I ri a p60 z U)LL I I I I Iad Lto Ul O a w J R8I/z"XV2"x3/16i O / 0 ��/� d } RD 6063-T6 ALUM. D. '�/5a' \ �� PLATE O 22 �AypO 22 A50 (n o=v o aOOoi � Inu 1 (4)7/16"HOLES FOR }-2" 4 1/2" 2"--} 3/4" 'C 0 T o Z z 3/8"ANCHORS E-E SECTION NOTCHED POST AT MIDDLE NOTCHED POST AT END 3 a o D rIn 6063R-T60ARRT/C ALLOY/TEMPER U.N.O. Lu N w z TRUSIONS 12,6113" 0.esa^ 13.043" 1.062" 3 a a 0.678" 0.650" 0.300" 0.862" -1- 0.464" Lu EXTRUSION TOLERANCES TO BE PER INDUSTRY STANDARDS R 8.533" t 0.616" o �0.420" (. L¢L « 0.0 26 0.4110" 0.47410.006� 0.619" "oOl R2630" 0.598"-�-} o - - 0.702"TYP. 0.032" o N I a i 0.287" 0 0��4015"Y 0.8405" 0.494" F0.443" 0.522" 0.814" n 050"TYP0.7085" o of rt0.257" 0 1 1 ' 12000"�0 229"-} -12.000" 3"RISE x 12"x 0.050"ROOF PANEL Sd $ ry 0.0650" MI ri 0.065"TYP. `� "RISE x 12"x 1.132"ROOF PANEL TYP• 310 .A .l- -1- 013 305-H24 ��1.000" EMS 88-COLOR-LENGTH b p �6.0000"� 0.160" EMS 77-COLOR-LENGTH - 0.229" 8.000" ORISE x 6"ROOF PANEL }-4.500" b NE MS 56-63.015 �L12"RISE x 8"ROOF PANEL m8 > EMS 56-0-'046 0.186" $_ 1.875" 600" o t o +t00 0 y MAEI *EXTRUSION(6) t Io -� 0.093" � o MAY BE USED IN o ' 0.045" ry 0.130"o LIEU OF THE o 0.040" 0.093" IT�I C COPT0.1GHf ENGINEERING IXPRESS° ri m M m COMBINATION ciLo�. TYP. I.000" }-3.000" } N 17-5515 OF EXTRUSIONS SCALE:NTS UNLESS NOTED + (5)AND(7)AS ,�2.000"-{ �ol"x3"x1.6"x0.040"END CAP r-2.750"-t }1.750" SHOWN ON o }-4.000"-}0. 6 - /712"x2-x188"ANGLE ^ M3"-POSi SECTIONS A A x0.09 -HSADER UHEADER -C6063"TS 4x6"x093GUTTER BEAM 04M 103 "5M0-CO 6 AND EMS 11-63-320 Ms LOR-019 EMS 13-63-287 56-63-033 INSTR#2020131454 OR BK 10155 PG 3742 Page 1 of 1 08/12/2020 11:04 AM Rept:2192391 Rec:10.00 IDS:0.00 IT:0.00 Nikki Alvarez-Sowles, Esq.,Pasco County Clerk&Comptroller This space for use by Clerk of the Circuit Court only. NOTICE OF COMMENCEMENT Permit Number. Tax Folio No. The undersigned hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information Is provided In the NOTICE OF COMMENCEMENT. 1. Legal Description of property(street address required): l�cs NTn L�M�Z3 P.a IL -1o93a (.4u. Z r.%Pt4Y ' {r , S 3SCNIL UL •• 7� - Zi •- CX�IpD •- c7i^FYCY� •- CY3S<� 2. General description /pof improvements: Q1Q&1L_ h-ZW— ll T SQr 3a. Owner Name: In Owner Address: VA 1 8 r l 3b. Owner's interest in site: 3c. Fee Simple Title holder(of other than owner) Address: 4. Contractor Name: —1-kir. P—oi,1fc atuuh s LL&- Address: �1�t 1rA1Y-Y 2 t,9sr!} f FL&3 CL 3 Phone: 3 7' ql3`( 5. Surety Name: Amount of bond: Address: Phone: 6. Lender Name: Contact: Address: Phone: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(lxa)7,Florida Statutes. Name: Address: Phone Number: 8. In addition to himself.Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Name: Address: Phone Number. 9. Expiration date of Notice of Commencement(expiration date is one(1)year from date of recording unless a different date is specified). WARNING TO OWNER ANY PAYMENTS MADE BY AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED ROPROPER PAYMENTS UNDER 113 AR ,SECTION 71113,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR DIIPROVEMENTS TO YOUR OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF Y A,FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDIN F COMMENCEMENT. Sign of Owner or Lessee,or Owner's or Lessee's Authorized Officer/Director/Partner/Manager V-'mil Y/aoCr.�i^7° Signatory's Title/Office STATE OF FLORIDA COUNTY OF HILLSBOROUGH T Thee fore g nstrument was ocknowlee`�d�ge before me this .30 day of V!, �� )n 41) by /' Gn Kr as J!'v� _for__: C'on/e! Sit? Personally Known OR Produced Identifieatian Type of Identification Produced Signature-Notary Public Under penalties of e h e read the foregoing and that the stated' of "� JAMES LEWIS,III Signature ofNaaaal Person Signing Above 69 MY COMMISSION 4 GG51345 Vo,rV EXPIRES:January 02,2021 (A copy efmy bond mmr be sawhed at the time ofmomvisfon ofthu Notim of Cam -m ) NOV2011 „ a State Of Florida,County of Pasw This Is to certify that the foregoing is a true and correct copy of the document on file or of public record in this office, wit s h m and d officials al this y 4 �tr *. CV'& day of 2 Nikki Alvarez-Sowles, Clerk&Comptroller Pasco County,FI ` By , Deputy Clerk