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Home My WebLink About22-5141City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 BAR-005141-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: REINSPECTION FEES: (c) With respect to Relinspection 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. !I llilil!ll!l!!l I Vill! ill 11 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 W:r.R�o , I'l OFFICE() ITHOUT APPROVED INSPECTION 818a80-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department / ram} Date Received _ f 4 Phone Contact for Permitting Owner's Name EC d fcLcaxq on I t4 I O ner Phone Number 2C$ (a Owner's Address "B � g e Oj tv j wner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS _ O p4 L "45 ) LOT # E SUBDIVISION I & (?!414 LA K5 PARCEL ID# 35,zs. 21 ` 1 o " ooi oc> a . io (OBTAINED FROM PROPERTY TAX NOTICE) [;�•TS•�� drIl�� WUAPTZROJ•:. NEW CONSTR INSTALL SFR O ADD/ALT = SIGN DEMOLISH REPAIR BUILDING SIZE �' = SQ FOOTAGE HEIGHT kit xM N. 8L J. AL&�t4I-: IL Y. ALA IL�LtXX$�L-WL W�Ix€x XA. k k k k k k IL AL ILL IL tk-. W �L IL SN. W. x xxIL tN.X 4L Xz BUILDING $ 17, t sty VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING a SPECIALTY O OTHER i P FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO r } 4n` BUILDER COMPANY f; O / # 14 L L4. PA tfa# SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address g License # ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y I N — — —� Address License # PLUMBER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address License # MECHANICAL COMPANY—� SIGNATURE REGISTERED Y / N FEE CURREN Address License # OTHER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Address License # ��— Oft'itF&�01f�#0tlt�ttitt€OOTif' 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 (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 Agricutture 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, WaterMastewater 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 K 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. 0 ki lA ill 14, � 0 . ILT-y'd 1111ts ILTA71 LOIZ1101 -.41 lin] :J &OWA WA4 01111KIIIIIII LOX0111 JQ --101:14 AWA I W011111111 I ONE R0 100 21or-T-T.-Ji 0 OWNER OR AGENT CONTRACTOR__Ld Su_4W,WAd Ed sworn Xf6r 4110W) !2ayp me this p4bpicri�qjand sworn to Commission ft.an.00_0�_ - - GIACOMO DIBERARDINO Not8fY Public - state of Florida Commission ft GG 930359 My Coma), Expires 12,22-2023 Burned Through to - Who is/!Tperg'o-nally kr pbwn to me or has/have produced as identification, GIACOMO DIBERARDINO Public State '6 at 0 y Pu Notary Public - State of Florida Commission # Expires x GG 9' P " �s 1 2- . T a 'OL 1, # GG 930359 M M Comm. -22 y CommExpires 12 -2023 Bonded Through F �g T T yFaininsuranc e INSTR# 2022220754 OR BK10705 PG2343 Page 1 of 1 10/12/2022 01:46 PM Rcpt: 2512528 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller This space for use by Clerk of the Circuit Court only. 0 IF MCI I Lis b-L I 1= I WMA Qjjjj L 11 � 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 CO-MMENCEMENT. 09MV 2. General description of improvements: INSTALL SCREEN ROOM SLAB AND FOOTED _ 3a. OwnerNante: —MICHAEL GAYDOSH Owner Address: 38279 SONNET LANDING AVE-- ZPOI-IvOun 1 0 El 33544 3b, Owner's interest in site: -Q-WNf-R--- 3c. Fee Simple Titleholder (of other than owner) N/A Address: 4. CimtractorNa= ANDERSON ALUMINUM, INC Address: 6214 W. LINEBAUGH AVE., TAMPA, FL 33625 Phone: 813-961-1764 5. Surety Name: Address: 6, Under Name: Address: Amount of bond: Phone: Contact: Phone: T Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes, Name: Address: Phone Number: 8. In addition to himself, Owner designates the following person to receive a copy ofthe Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes, RM Address: Phone Number: 9, Fxpiration 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 THE O)VNER AFTER THE FINPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES,ANID CAN RESULTIN YOUR A s-11Cy0r1-111L3-V-T-VaV-X1 ALT" la" C-03SVI;f WITHIOUR LENDEAVIx A14 ATICIPRINEY ING VI ICE OF COMMENCEMENT. of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager OWNER Signatory's Title/Office STATE OF FLORIDA COUNTY OF HIL139ORW 001 }M The foregoing instrument was knowledge before me this day of 20 � as : —T� - V--V,4 60siq _ Wrve �for Personally Known OR Produced Identification I Type of Identification Produced ,TI-QLA4Aii� 0 MARY JANE WHITE Notaly P.bfic State of Florida a My Comm. Expires 07J26/24 Vill, as", 6 _jq See HH02,9&36 suma tr Notary Public Under penalties ofpcollry, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of Natural Person Signing Above (.4 copy of any bond must be atruhct at the tone ofxccardatioa of this Notice oL Camttteocemcnt) Updated 29NOV2012 POOL ENCLOSURES SCREEN ROOMS GLASS & VINYL ROOMS CARPORTS CONCRETE FOUNDATIONS 6214 W. LINEBAUGH AVE. TAMPA, FL 33625 Fandly Owned & Operated For Over 30 Years. PROPOSAL NO. QUALITY WORK AT AFFORDABLE PRICES (813) 961-1764 Fax: (813) 968-6685 Email: I anderson.aluminum@verizon.net LICENSE # RX 0055031. SCC 131149714 SHEETNO. STREET. JOB NAME �g2--r? 50.A1je+t-4AJ1(AP AVC P CIE 0 V 2— CITY, STATEandZIP CODE DATE JOBLOCATION IT e j STREET DATECFPLANS JOBPHONE 'NE 313- SCREEN PAN COLOR GUTTER 131-0A —1P, KICK PLATE et'%42�e EXTRUSION -ft41.-7C ATTACH TO: WALL FASCIA HEIGHT OVERHANG MANSARD GABLE FLAT DOORS --QA--e SUPER GUTTER WINDOWS INSULATION PAN ROOF BONDED ROOF f )( Is, ION 7 CONCRETE It K I r 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 FOOTER D 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 PERMITIENGINEERNG EXPENSES. VC V1OV051 hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: dollars of to be made ag follows: S® 7 / C S71 C4,Fork 6aict-e4-e ,,7,l"7 c,, Co,,,nle i 1,04 9/14/22,12:56 PM Florida Building Code Online BCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map I Links Search r "M Product Approval USER: Public User Product Appr oval q > Product or Application pj n earrh > Application List > Application Detail _ icatio5,pL_ FL # FL15491-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 Bernardo 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 the Frank L. Bernardo, P.E. 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15491 R5 COI INDEP.Pff Standard Year ASTM E72 1998 ASTM E72 2005 ASTM E84 1991 Florida Licensed Professional Engineer or Architect FL15491 R5 EqUily EQUIV.p f �l hftps:llwww.floridabuilding.org/prlpr�_appjtl.aspx?param=wGEVXQwtDqtep`/`2bDhVRQZHNgoDLn`/`2f2c2zzdleMVOn2OQGK2JXWIQQoA`/*3d`/`3d 1/2 9/14/22, 12:56 PM Product Approval Method Method 1 Option D Date Submitted 08/05/2020 Date Validated 08/12/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 15491A Snap-N-Lock Panel EPS Foam Core Composite Panel, 3", 4" & 6" with Aluminum or I � Steel Skins Limits of Use Installation Instructions Approved for use in HVHZ. Yes FL15491 R5 II Q_WG.p�df_ 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 and FL15491 R5 AE EVAL.pd_f allowable pressures. See installation for panel limitations & Created by Independent Third Party: Yes spans. co ntact Us :: Zk2j_Blair Stone Road, Tallahassee FL 32399 Eh20_e:_8§_0-_48_Z1_8_2_4 The State of Florida is an AA/EEO employer. gop iyMg Privacy Statement :: Accessibility Statement :: Refund Statement 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 850.487.1395. -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, F.S., please click here Product Approval Accepts: MOWEIM https://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDqtep%2bDhVRQZHNgoDLn°/�2f2c2zzdleMVOn2OQGK2JXWIQQoAa/`3d`/`3d 2/2 BOUNDARY & AS -BUILT SURVEY DESCRIPTION: (AS FURNISHED) LOT 21, BLOCK 9, ZEPHYR LAKES SUBDIVISION PHASE 4B AS RECORDED IN PLAT BOOK 85, PAGE(S) 126-128, OF THE PUBLIC RECORDS OF Line Table Line E Dlmction "�26-140.00' 14011;W 89'53'26W N '53 ZEPHYR LAKES SUBDIVISION PHASES 1A, 2A. 28 & 4A PLAT BOOK 80, PAGE 37 LOT 20 '\,a, LOT 22 BLOCK 9 TWO STORY CONCRETE BLOCKBLOCK 9 UJI w & WOOD FRCEAME w 3r. RESIDEN FINISHED FLOOR ELEVATION-92.00' (0 p p 0 0 0 � COVERED 0 0 zENTRY 5,2 20.0' 2.11 5.2'r 16.0 2+ ;MIIII R 10, WSR Ws EDGE OF WALK IS GE OF WALK IS 0,4' N 0.3' N UJI I CURB pf Z TfRWE OF 51.28' pf WAY N 261W �,Ip 01 8'53 E E ff 2 (REF & BEARING) m V) SONNET LANDING AVENUE NOTES: TRACT "A" 50' WIDE PRIVATE RIGHT OF WAY Uj sz CD 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED, INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY, V) 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 07-19-22, UNLESS OTHERWISE SHOWN, 5. BUILDING TIES SHOWN HEREON ARE NOT TO 81 USED TO RECONSTRUCT THE BOUNDARY LINES. 6. ELEVATIONS SHOWN HEREON ARE BASED ON NGS BENCHMARK V662, ELEVAT10N 107,53' NAVD 1988 DATUM. FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M`.MAPNO. 12101CO29317, DATED 09/26/2014, AND FOUND THE SUBJECT PROPERT) APPEARS TO LIE IN ZONE "X', AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE 1X ANNUAL CHANCE FLOOD EV04T.THE SURVEYOR MAKES NO GUARANTEES AS To THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF SONNET LANDING AVENUE BEING N89-5316-W, PER PLAT, MELD DATE:) 10-07_21 SCALE-- __1_:_ = 30 _FEET APPROVED BY: j8_ J013 NO. 210733 _LOT21, BLOCK 9 DRAWN BY; ----RS_B U FR <&,-M APPING INC 3191 MAGUIRE BOULEVARD, SUITE 200 3 ORLANDO, FLORIDA 32803 (407) 426-7979 WWW,AMERICANSURVEYINGANDMAPPING.COM 1" = 30' mgwaim� 0 15 30 SET NAIL AND DISC LB #6393 A FOUND NAIL — CENTERLINE 4!A LB #7013 DISC RIGHT OF WAY LINE F 0 LO DRAINAGE FLOW FOUND IRON ROD AND CAP EXISTING ELEVATION (P) PER PLAT A/C AIR CONDITIONER (M) MEASURED O/S OFFSET Eall CONCRETE PC POINT OF CURVATURE COW PCC POINT OF COMPOUND CURVE CONCRETE BLOCK WALL PCP PERMANENT CONTROL POINT CNA CORNER NOT ACCESSIBLE PIPOINTPOINT OF INTERSECTION CP CONCRETE PAD p PARKER KALON CS CONCRETE SLAB POC POINT ON CURVE H0 CONCRETE WALK POL POINT ON UNE EI. A. FEDERAL EMERGENCY MANAGEMENT AGENCY PRC POINT OF REVERSE CURVATURE F.I.R.M. FLOOD INSURANCE RATE MAP PRM PERMANENT REFERENCE MONUMENT 10 IDENTIFICATION LB LICENSED BUSINESS PSM PROFESSIONAL SURVEYOR AND MAPPER LS PT POINT OF TANGENCY LICENSED SURVEYOR SO. FT. SQUARE FEET D&UE DRAINAGE & UTILITY EASEMENT S/W SIDEWALK DE DRAINAGE EASEMENT UE UTILITY EASEMENT TYP TYPICAL NAVD NORTH AMERICAN VERTICAL DATUM WS WATER SERVICE WSR WATER SERVICE RISER MLP ELECTRIC LIGHT PEDESTAL WV WATER VALVE D&AE DRAINAGE & ACCESS EASEMENT CERTIFICATION NOTE: 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 M CHAPTER 472.027, FLORIDA STATUTES. Digitally signed byJanues W 'c"'ttg ;�nrericau Surveying 0 Mao � C jaraea W_ Bole an 4A U�jbtrluj "asrooraporat C.m Reasone, Of the author of this t0c-don`��Orland., Florida . . . . . . FOR 13:29:27 TH Pu�it kauK,m]'DF Verajou: �9.MAC JAMES W. BOLEMAN PSM6485 DATE THIS BOUNDARY & AS —BUILT SURVEYIS NOT VAUD WITHOUT THE AUTHENTIC ELECTRONIC SIGNATURE AND THE AUTHENTIC ELECTRONIC SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. jJ £ s f z6vif NJ, x... ., £,... - M1 w1w'NASDA', c,_�: .�.,� tin .„`�'i1 �z v.,�, ne r ? SONNET LANDING AVE mmandersonaluminumftverizon.net 'Choose One.- ! 17 --- Each Page S"rate fforFedft option provide FedEx/LTS account #) o- (For Credit Card Wtion go to .... ._... _._..`gzqn� to pay by credit card) Engineering pmpared b. low FLORIDA BIUUING CODE, NATtONAL LT` I "ODE, Engineer. Michael Thompson, 4401 Vineland ® Orlando, L' 7 7 or 7 47 if 7- 1 R Project Manager Paul Thomas 386 Email: �, `� a � F Y:� ° -, , Y `'"?..:s:.s `,„:..'. CITY E Y OF S t (2k �tiE 'NINA S D A m w m, Ceo, n ZA lr� "m t. t,q UMmate Wind SpeW (mph): 130 Expond Cn%W": C Risk CaUVM: SwWmmloo Pool [:]Gunite ElFiberglass Overall Dock SQ FT [:jSumm9el9tqhen Conc 0 Existing ZNew 411 Ej Pier —X;—X- Z Ribbon Footer 8 X8 With 1 #5 Rebar Pavers with Footer X With Rebar Othera 4" SLAB AND FOOTER v General Notes Des - ig Standards ' (Screen Patio RoomEnclosure) The following are general design standards. More stringent design standards may be noted on the plans. In the event of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. RtEkn Codes: Florida Building Code 2020 (7r' Edition) Aluminum Design Manual 2020 ASCE 7-16 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 psf) 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 1 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 1 foot of any member, not occurring simultaneously with wind load. Resign Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Requirements: 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 pef Internal angle of friction 30 degrees Coeff. Of friction between footing and soil = 0.5 Michael Thompson, P.E. 447509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.alurninumscreendesign.com a DA M ff L C 0 , Structural Aluminum: V11 Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum / A I 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" 2x3Purlins =8'-O" 2 x 3 Wind Brace = 8'4' 2x4Wind Brace =9'-O" Concrete: Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shall be 1/4" Reinforcing Steel, Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A185 Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 31" Washer: Washers shall be used under bolt heads and under nuts. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811, (P) 407-734-1470 (F) 407-734-1790 w-,,vw.aluininumscreendesign.com 0 QIe 40ment: 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 & Uvrirhts: 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 X3 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' -01, 2 x 5 9' -0„ 2 X 6 12'-0" 2 X 6 1014" Knee BraeinQ: 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'. Purlin: Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". Intermediate/deader 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 F-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 tooter. Vinyl tempered Glass, ;and aerglic 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.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com 09-21-2022 COPYRIght 19W99 Wilson Software Corp. To obtain a copy of this pmgrarn call 1-041480-0476 Your Company Name Here Job Number: 1/8H = I f 1204r ALUMINUMSCREEN DESIGN EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 3" INSULATED ROOF WITH #10 1" 6" 6" FROM ENDS 24" O.C. &TO 3" INSULATED ROOF WITH (6) 910 1" PER SIDE FROM ENDS 24" 0 C, wtufflu, Ull-weluy 110050y Mili tkin 02 1 m idilills"'Now" AM7Jj#JAF& ,&JAN EXTRUDED GUTTER IS ATTACHED 3" INSULATED ROOF WITH 1110 V 6" FROM ENDS 24" O.C. Ff�ON I WAL11 WITH (4)±10 4- PER PANEL ___ 2X4 FRONT WALL TOP PLATE Is M. = �_ �__ � IftwIlgimmuVINIffAmp-ml apzvjnwtlqlm 6'll��mr,Z31F1111K.-Ma - _uvlxRl UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) 410 I " 64 61'lp UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2" OR, 41- 4 DESIGN STATEMENT METAL IS.046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH oil m000ffiff1mrogm WITH X 1/4" TAPCONS 6" FROM ENDS 24" O.C, 2" X 2" X 1/8" ANGLE IS ATTACHED TO UPRIGHT W/ (2) #10 1" & INTO CONCRETE W/ 2-1/4" X 1/4" TAPCON 2X2 CHAIR RAIL -0 1 ml "W" 100 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCETO MEET THE REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1-0, AND EXPOSURE C, RISK CATEGORY 1. CONTRACTOR SHALL 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 I rig uorl I CONCRETE 4" "THICK 8" X 8" I:OOTER W/ (1) 45 THRU OUT ,—f-f- _ , -I ----------- f dd f I �— I ` DESIGN ALUMINUMSC R7� @YAHOO.COM 147 PHONE: 407-734-1470 d a d a d C d An d. G !l yi m G d MICHAEL THO PSON 4401 VINELAND ROAD SUITE A6 N 1,332811 .E. # 47509 CA#30930 F @ d AND THE � ' f r;, RDIN N i l