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Home My WebLink About23-5732issue Date: 03/16/2023 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, IIIII11IIF1I III Ma accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE Si WAI CONTRACTOR SIGNATURE PEfAIT OFFICEU ITHOUT APPROVED INSPECTION 11 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received "On. C.,,tc for Permitting a a a I it , It 4, A 2 a a a a a a a a a N a a A a a a A I It Owner's Name _TA rA L s: G S LA a LOwner Phone Number Owner's Address J�*22_SA1LCLQY(=e- L0ktj& Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Sim pI Titleholder Address F N1 —.4 SUBDIVISION PARCEL ID# 3S.2 S - ? I -_Q1jAL. QA_tQo_ - --Of> 4 0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH R INSTALL REPAIR PROPOSED USE SFR a COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL I DESCRIPTION OF WORK l jAcgwt (SN 6Y4J`n14r_ SLA& BUILDING SIZE 1 2- SO FOOTAGE HEIGHT = x x x quxlu xx-w,x x x Ir W'X 3u It x clu X'X'W'X x W x x x1t W x x x xxxx x JL'WW lu Ex W. W x I E�OBUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL =PLUMBING =MECHANICAL =GAS ROOFING = AMP SERVICE PROGRESS ENERGY = W.R.E.C. VALUATION OF ICAL INSTALLATION SPECIALTY F_i;;� OTHER ale, FINISHED FLOOR ELEVATIONS 1 1?0 a's I FLOOD ZONE AREA =YES NO Address I License# PLUMBER COMPANY I SIGNATURE REGISTERED L_y LIN FEE CURREN [=N Address License# ��_�� MECHANICAL COMPANY SIGNATURE REGISTERED 11 _11_N_j FEE CURREN V7N Address License J_ OTHER COMPANY SIGNATURE L REGISTERED L_YLN_j 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, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 clumpster; 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. (AIC 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 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 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 1, 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'SIOWNER'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, Welland Areas and Environmentally Sensitive Lands, WaterNVastewater 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 AGENT FOR 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, 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. JAUR4101TA .01 Mill .4 WTWI , RMI q, �:!r LVA I Z I liffl Lai ME 201 Z1111 I� !!, I 111 0 FLORIDA JURAT (F.S. 11,7, 3) , \ - il OWNER OR AGENT CONTRACTOR L14 I LSA ,_X,2 S bscr'bed and sworn to �r affirme#)r befor ' ?e this so dandswo (or =affi) before me this "so by ersonallyl,ingo '-has/have produced 4ho, r/a—re3p—ersonally known to rP9*tias/h6ve produced isii��R X6's identification. identification. Public GIACON40 DIBERARDINO I Florida o"da c - State 0 Notary Public - State of Florida on GG 3 51) 0 _ ' 0 _S' # 9?22 2 Commission �S Commission # GG 930359 sum M Comm.Expires 1 2 23 My �mm12-22-2023 e no n , ug Bonded Through Troy Fa I roy Fain Insurance No. Name of Notary typed, printed or stamped GIACOMO DIBERARDINO r State Florida -S of Notary Public State of Florida 0 3 Commission on# GG 9 22 _ 2023 Commission # GG 930359 Expires res 1 2 ��,z My Comm. Expires 12-22-2023 Be do Through Bonded Through Troy insurance roy Fain Insurance POOL ENCLOSURES SCREEN ROOMS GLASS & VINYL ROOMS CARPORTS CITY, STATE and ZIP CODE 735-1q 12- PAN C LOR GUTTER ---ftgAZ e, EXTRUSION VtO ZC ATTACH TO: WALL FASCIA. OVERHANG MANSARD GABLE FLAT DOORS SUPER GUTTER WINDOWS INSULATION—kag---F PAN ROOF BONDED ROOF DATE LLIZL�—d DATE OF PLANS � i� USIMM JOB NAME • QUALITY WORK AT AFFORDABLE PRICES (813) 961-1764 Fax: (813) 968-6685 Email: anderson.aluminum*verizon.net LICENSE # RX 0055031 SCC 131149714 JOB PHONE oL .W NOTE: ANDERSON ALUMINUM WILL NOT BE RESPONSIBLE FOR ANY REQUIRED ELECTRIC UNLESS SPECIFIED ON THIS CONTRACT, YOU MAY CANCEL THIS TRANSACTION WITHOUT PENALTY OR OBLIGATION WITHIN THREE BUSINESS DAYS FROM THE ABOVE DATE. IF YOU CANCEL, ANY PAYMENTS MADE BY YOU UNDER THIS CONTRACT WILL BE RETURNED WITHIN 10 DAYS AFTER YOU GIVE WRITTEN NOTICE TO THE COMPANY OF YOUR CANCELLATION. IF YOU CHOOSE TO CANCEL AFTER THE THREE DAY RECISION PERIOD YOU WILL BE RESPONSIBLE FOR ANY EXPENSES INCURRED BY THE COMPANY. THIS WILL INCLUDE BUT IS NOT LIMITED TO SALES COMMISSIONS AND PERMIT/ENGINEERING EXPENSES. Ve VrowOC hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: dollars 4o be made as follows. 2- 5-� a I BOUNDARY & AS -BUILT SURVEY DESCRIPTION: (AS FURNISHED) LOT 4, BLOCK 9, ZEPHYR LAKES SUBQI\ASION PHASE 2C AS RECORDED IN PLAT BOOK 84, PAGE(S) 91-93, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. 41 V7 'Ikl4l -zv Me hereby ackr1owledge that I/We haw� reviewed thi,; survey and approve all matters se; iorth on this survey. I/We hereby release, DHI Title from any and all liability as to all matters _jllected on this survey, ALL WORK SHAILL COMPLYWITH PREVAILING CODES FLORIDA BULDING CODE, NAI'10NAL ELECTRIC CODE, ANDTHE CITY OF ZF_P11YRH1LUS ORVANANCES NOTES: 1, ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED, INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY, LIPIMOMMI i 1 0 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHO HEREON FOR EASEMENTS, RIGHT OF WAY, •RESTRICTIONS RECORD MICH MAY AFFECT THE TITLE OR USE OF THE LAND, I • I HAVE EXAMINED THE F.I,R,M. MAP NO. 12101CO293F, DATED 09/26/2014, AND FOUND THE SUBJECT PROPERT' APPEARS TO UE IN ZONE 'X', AREAS DETERMINED TO BE OUTSIDE THE O.2X ANNUAL CHANCE FLOODPLAIN, THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION, PLEASE CONTACT THE LOCAL FEM.A. AGENT FOR VERIFICATION, BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHWESTERLY LINE OF LOT 4 BLOCK 9 BEING N69'09'37-W, PER PLAT. (FIELD DATE:) 08-06-21 SCALE; 1" - 30 FEET APPROVED BY: _&_ JOB NO, 21050' LOT 4, "LOCK 9 DRAM BY: aMB S I" - 30, i.—awa,694" 0 15 30 I ay PLAN ;EXAMINER SET 1/2" IRON ROJ AND C P LEGEND: LB #6393 FOUND NAIL AND DISC LB #7013 CENTERUNE RIGHT OF 0 FOUND 112' IRON ROD AND CAP WAY LINE DRAINAGE FLOW (P) LB f7OI PER PLAT EXISTING ELEVATION (M) MEASURED A/C AIR CONr)rnONER O/S OFFSET Em CONCRETE PC PCC POINT OF CURVATURE POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT CBW CONCRETE BLOCK WALL P1 POINT OF INTERSECTION CNA CORNER NOT ACCESSIBLE FIX PARKER KALON CP CONCRETE PAD POC POINT ON CURVE CS CONCRETE SLAB CONCRETE WALK POL PRC POINT ON LINE POINT OF REVERSE CURVATURE E.M.A., FEDERAL EMERGENCY MANAGEMENT AGENCY PRM PERMANENT REFERENCE MONUMENT F.1,R.M, 10 FLOOD INSURANCE RATE MAP PSM P ROFESSIONAL SURVEYOR AND MAPPER LB IDENMF'CA,nON LICENSED BUSINESS PT POINT OF TANGENCY SO, Ft SQUARE FEET LS LICENSED SURVEYOR S/W SIDEWALK DE DRAINAGE EASEMENT TYP TYPICAL UE U71UTY EASEMENT ES ELECTRIC BOX NAVO NORTH AMERICAN VERTICAL DATUM co CLEAN OUT D&AE CATV8 DRAINAGE & ACCESS EASEMENT CABLE TELEVASION BOX DRAINAGE MANHOLE CDD COMMUNITY DEVELOPMENT DISTRICT SANITARY MANHOLE V I HEREBY CERTIFY, THAT THIS SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE 'MINIMUM TECHNICAL STANDARDS- SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES, D1qItaI1ysIqoedbyJames W, •Hamm» Roleman DN: cn=Jamas W. Bolea,,, —Arnerican Surveying & mapping pro; -us Date: 202102,17 08;32:54 -0$'DO' 4ammmmam Adobe Acrobat Reader version: FOR 202IVI.20039 THE FIRM JAMES W. BOLEMAN PSM# 6485 DATE THIS BOUNDARY & AS —BUILT SURVEY IS NOT VALID WITHOUT THE AUTHENTIC ELECTRONIC SIGNATURE AND THE AUTHENTIC ELECTRONIC SrAt nV A lin n12MA � wl, 11 1- REEVIEE10vi DAI CITY Or"" ZEPHYRHILLS,$ PLAN EXAMINER_- 1/31/23, 2:57 PM Florida Building Code Online BCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map i Links Search dProduct USER: Pub or ELVduct Appj2ypl Menu > Product or ApQ],Lation march > application List > Application Detail Approval lic User FL # FLI5491-R5 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Structall Building Systems, Inc. Address/Phone/Email 350 Burbank Rd. Oldsmar, FL 34677 (813) 855-2627 info@structall.com Authorized Signature Frank Bennardo P.E. frank@engineeringexpress.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, R.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity Twining Consulting Inc, dba RADCO Quality Assurance Contract Expiration Date 04/27/2024 Validated By Keith E. Lorinos, PE Validation Checklist - Hardcopy Received Certificate of Independence EL15491 _R5COI INDEPp�f Referenced Standard and Year (of Standard) NMD_4ard Year ASTM E72 1998 ASTM E72 2005 ASTM E84 1991 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect &15421_E5_kqjLiv EQILIVp dLf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved surmmary of Products Method I Option D 08/05/2020 08/12/2020 08/19/2020 10/13/2020 FL # Model, Number or Name Description 15491.1 Snap-N-Lock Panel EPS Foam Core Composite Panel, 3", 4" & 6" with Aluminum or Steel Skins Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL15491 R5 II DWG.p f Approved for use outside HVHZ: Yes Verified By: Frank L, Bennardo, P.E. PE-0046549 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: +99/-99 Evaluation Reports Other: See installation instructions for maximum ultimate EL15491 R5 AE EVAL.p�df and allowable pressures. See installation for panel limitations I Created by Independent Third Party: Yes & spans, L2atdgLLLs :: 2601 Blair Stone Road., Tallahassee FL 32399 Phone: 8So-487-18�4 The State of Florida is an AA/EEO employer. Copyright rivacy Statement :: AccessibilityStatement :: Refund Statement yL :; L_ Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487A395, -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee, However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public, To determine if you are a licensee under Chapter 455, RS., please click here . Product Approval Accepts: 10 M W E9 M Credit Card safe g z I Aluminum & Construction Engineering *Plan Types: ,e Screen Room []Sun ill In P14 Expansion View (Non Standard) d) (Non -Removable Screen — Designed to vAthstand actual Wind r Port /Patio Cover Pergola SvWmming Pool (Non Standard) Kitchen (Non Standard) Other *Address.- 21 . LINEBALIGH 33625 1 1W1813-968-6685 *Email: andersonaluminum0verizon.net Li *Choose One: 9 Mail 11 Pick Up r 'I E.Fil, EJ Fed ExIUPS* of Copies Single 11 Each Page Separate *(For FedEx option go to wwwaluminumscreendes' and provide FedEx/UPS account#) *(For Credit Card option go tc) nde Engineering prepared by: cqm to pay by credit card) i t 6 �n x Engineer. Michael Thompson, MSc, P.E. (P.E. Ai 47509) i Exposed C Risk !i i! Side Wall: uprights x Chair Rail X Expansion View searm x Post X Kick Plate Roof Ridge Beam (gable StY10): Beams ;A Swimming Pool 0 thO plans and the general notes and design standard. J, Ile"I", 1�1 P11,111-11"I"INNAS D General Notes & Design Standards (Screen Patio Room Enclosure) The following are general design standards. More stringent design standards may be noted on the plans. In the event e of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the mor stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Design Codes: Florida Building Code 2020 (7 th Edition) Aluminum Design Manual 2020 ASCE 7-16 Design 1,oads Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 pso Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any I foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any I foot of any member, not occurring simultaneously with wind load. Design Basis. Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense, real or implied, arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soil bearing capacity — 2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight -- 105 pcf Internal angle of friction -- 30 degrees Cpeffi Of friction between footing and soil = 0.5 Michael 'Thompson. 11,11'. 1"47509/CA#30930 4401 Vineland Road,, Suite A6, Orlando, Fl, 3281 1. (P) 407-734-1470 (F) 407-734-1790 �vww.altijiiiiiui-nscreendesi,,n,coni A M ff; 111 N1111 Ing A S D Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum design. All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046" Splicing prohibited without prior approval as to location and type. Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced. Aluminum Protection: Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or, other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. Screws: Aluminum self -tapping screws shall conform to ASME B 18.6.4 specification. Self —tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+20t) where 'T' is the member thickness in inches. For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap and end lap fasteners shall be no more than 2" from the end of overlapping sheets. For bottom plate and column base, secure with 1/4" tapcons a minimum embedment of 1 1/8" and 2 1/4" respectively into concrete footer. Bolts: Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Chair Rails, Purlins & Wind Brace: Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction. Wind Speed = 130 MPH 2 x 2 Chair Rail = 6'-6" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4-3' 2 x 3 (0.125) Wind Brace = T-O" 2 x 3 Chair Rail = 8'-0" 2 x 3 Purlins = 8'-0" 2 x 3 Wind Brace = 8'-0" 2 x 4 Wind Brace = 9'-0" Concrete: Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shalt be Y4" Reinforcing Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A 185 Welded Wire Fabric shall be ASTM A 185 or A82 (flat sheet), Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used Linder bolt heads and under nuts. \/lichaelThompson, 447509XAI�`309',O 4401 Vineland Road., Suite A6, Orlando, Fl, 3281 1. (P) 407-734-1470 (F) 407-734-1790 www . al uni i Lium screeri des ign.co in Z� Hole Alignment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. Beams && Uprights: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 130 MPH PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS Beam -Size Max Beam Span & Max Column S acin Column -Size Max Column -Height Pan Roof Span Insulated Roof San 2 X 3 6'-0" 2 X 3 8'-0" 3" Spans 13'-6" 3" Spans 15'-0" 6" Spans 20'-0" 2 X 4 8'-6" 2 X 4 8'-6" 2 x 5 10'-0" 2 x 5 9'-0" 2 X 6 12'-0" 2 X 6 10'-0" Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30' max; 2 x 4 for beam span greater than 30'. Perlin: Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". Intermediate/Header Beam: Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at 10 feet (max) when insulated roof span exceeds 15 feet. Patio Cover: Contractor is required to install insulated roof covering pursuant to the Florida product approval specification. Overhang shall be a maximum of 1'-0" along the side, 3'-0" along the front and 1/2" along the front interface between the super gutter and the attached pool cage knee riser wall. Maximum deflection shall be limited to L/80. Edge Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. Vinyl, tempered glass, and acrylic panels: Vinyl, tempered glass, and acrylic panels shall be removable. Removable panels shall be identified as removable by a decal. The identification decal shall essentially state `Removable panel SHALL be removed when wind speeds exceed 75 mph (34 m/s)." visible when the panel is installed. Michael Thompson. P.F. #47509/CA;f430930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-7 34-1790 www.aluminumscreendesign.com 02p 2023 CopyRight 1995-99 Wilson Software Corp. To obtain a copy of this program call 1-941-4W-0476 Your Company Name Here Job Number 3/32gf it 14 Iwo 2'fo lax ........... . .......... In the event of a conflict in member sizes shown on the plans and the general notes, the contractor must ufllit,e the mom stringent member size requirements. Michael Thompson, RE. 47509030930 WASIlIMM"Ifftlp. .list HINGE LOCATIONS wi - �I� it • rii�• �r.''i (OPTIONAL) KICK PLATE IS ATTACHED TO STRUCTURE WITH # 10 1 " 6" FROM ENDS 18" O.C. ALUMINUM SCREENDES ION. COM ALUMINUMSCREENDESICN c@YAHOO.COMI PHONE: 407-734-1470 FAX: 407-734-1790 EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TAILS WITH 910 2" 6" FROM 3" INSULATED ROOF WITH #10 1 " 6" ENDS 24" O_C. & TO 3" INSULATED ROOF WITH (6) #10 1" PER SIDE FROM ENDS 24" O.C. t W , r O SIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH r•�s t r r , r s FROM r,. 4 O.C. 2X3 SIDE WALL UPRIGHTS 2" X 2" X 1/8" ANGLE IS ATTACHED TO UPRIGHT W/ (2) 910 1" & INTO CONCRETE W/ 2-1/4" X 1/4" TAPCON t r r �1 ,PHIS STRUCTL, RE II.AS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020 (7TH FDFIION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURE'S AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH (FOR SECOND GUSTS) NOMINAL SPEED 101A MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND F,XPOStJRF C, RISK CA'TECF(>RY I. CONTRACTOR RACTOR SHAL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS d MICHAEL THOMPSON 4401 VINELAND ROAD SUITE Ab OZLANDO, EL 32811 P. 47509 A#30930, INSTR#2023036611 OR BK10774PG 2599 page 1 of 1 0310212023 12:01 PM Rent: 2556251 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco Co4fity, Clerk & Comptroller This space for use by Clerk of the Circuit Court Only. NOTICE OF COMMENCEMENT Permit Number! Tax Folio No, 35 _21-0170-009(?AO040 The undersigned hereby give' 'Oitiee that Improvements will be made to certain real property, and in accordance with Section 711.13 of the Florida Statutes, the following Information Is provided in the NOWE OF COMMENCEMENT, I. Legal Dentiption of property (street address required): L892 SAIL _CLOVER LANE —ZEPHYRHILLS FIL 3_3140 — ZEPHYR LAKES SUBDIVISION PHASE 2C PB 84 Pr, 091_BLOCK 9_ LOT 4 2- General description of improvements: INSTALL SCREEN ROOM ON EXISTING SLAB--- 3a. owner Name: JAMES GESUALQj— _ Owner Address: _Z§RAAjLQLLANE ZU-0MR HY—RHILL, Fl_.�354Q 3b. Owner's interest in site: 3c, Fee Simple Title holder (of other than owner) NIA.- —----- Address: 4, Contractor bhunc; ANDERSON ALUMINUM Address: —6214W.,LINEqAUGH AVE..TAMPA FL 11_621 -- Pirate: 112:961-IL6_4 Amount Of bond: ,5. Surety Name: ,N1A—,—— Phone: Address: 6. Lender Namc:,NLA--- Contact: Phone: Address: Florida designated by owner upon whom 1101iccs Or other documents may be served as provided by 7- Person within the State of Section 713,13(1)(a)7, Florida Statutes, Name: Address: Phone Number: A. 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: -NJA Address: Phone Number: 9, Expiration date of Notice Of Commencement (expiration date is one (1) year front date of recording unless a different date is specified). WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF TRY NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 71s, PART 1, SECTION 711.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ANOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE joBSITE BEFORE 'THFFIRST INSPECTION IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTIC� OF COMMENCEMENT, of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager _OWNER Signatory's Title/OffIcL STATE OF FLORIDA COUNTY OF HIILLSBOROVGH Te— 0"air, 20--rL;L The foregoing instrument was acknowledge before me this day of for Pcrz�aally nown OR Produced Identification Type of Identi it) r i ed ORYAWAMC calanfisilm # M OONAOMS ; 202A Signature - Notary Public BMW Tia, T-W ik"M fol""No perjury, 14cclare that I have tend the foregoing and that the factsoated in it are true to the best of my knowledge and belief, (Acopy ofbmd 11 bh,do the tip of oflbll N-1— ofCM0