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Home My WebLink About23-58685335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 1 5868-20 3 Issue Date: 03/19/2023 - - - - - - - - - - U01 Z' 1 21441", 1 A 00, t 1 H06, Z. entities such as water management, state agencies or deral agencies. 'Warning to owner: Your failure to record a notice of commencement may result in your paying twice for vj��JIIIIII 11 111 11 '111111 �Iipqj� 11 111�II!1111111:1 1 I'l 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. E 11111 Ef) Q U111 R11-1131iff III ftjfl'�NIA 4 813-780-0020 City ot Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone- �Contact �for Permitting IF & I I 3 - Owner's Name Owner Phone Number q Owner's Address I I Owner Phone Number Fee Simple Titleholder Name=:��. Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT # SUBDIVISION PARCEL (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR 8 ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE HEIGHT It X'k k V A, lult IL x t X 11, X X k 4L 4L IL IL �t W. x IE �L k It k W. k X X X X X X t k W IL s, IL 4,1L X k IL s'X t 3W X X $k IL OL X IL IL X IL t V. k Is �L v. I EKBUILDING VALUATION OF TOTAL CONSTRUCTION ojt =ELECTRICAL =PLUMBING =MECHANICAL =GAS FINISHED FLOOR ELEVA M ROOFING AMP SERVICE PROGRESS ENERGY W.R,E.C. ,cR66 VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FLOOD ZONE AREA =YES COMPANY /1"0 6 Rse)1+4 REGISTERED i Y/N ir NO IOU" A-L"t ou Address License #ER�� ELECTRICIAN COMPANY E SIGNATURE E=:= REGISTERED ;;; �FEECW��EN/ N�� Address License # PLUMBER COMPANY SIGNATURE REGISTERED �FEECURREN/ N�� Address License #E:===== MECHANICAL COMPANY E;;�;: SIGNATURE E=== REGISTERED FEE CURR�EN/ N�_� Address License #E=�� OTHER COMPANY E;�;� SIGNATURE REGISTERED FEE R�RENY / 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 & I 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.,neads ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780 t O21 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. Further pore, 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, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater 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, FLORIDA JURAT (F.S. 1 .03) OWNER OR AGENT P, __tJZ ,Subscribed and sworn to (ok aff1ir-d)_;_ef_,;em_e qXq_k �/are exn io me a I r nasinave procrucea .dentification. Notary Public Commission No. Name of Notary typed, printed or stamped GIACOMO DIBERARDINO' 3 �'E _ 0 ' "9 2 22-2023 g h c e p bl' Notary Public - S-tate, of Flofida Commission # GG 930359 a P 'r My Comm. Expires 12-22-2023 B 0 nd h.. onded Through T F r a, Troy Fain Insurance RM K,ameof Notary -typed, printed or stamped GIACOM O DIBERAh- 2 R2D-2IIN1 0 �4Nofary PublicSteof Florj(f.,r COmmission # G 930350MYCorMi". Expires 1202 BOIdedThroug' Troy Fain Insurance IN-STR# 2023048728 OR BK10785PG537 Page I of 1 03/22/2023 09:21 AM Ropt: 2563264 Rec: 10,00 DS: 0,00 IT: 0,00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller This spate for use by Clerk of the Circuit Court only, NOTICE OF COMMENCEMENT Permit Number: Tax Folio No. 04-26-21-0140-01400-0010 The undersigned hereby gives notice that improvements will be made to certain real property, and in atcardancewith Section 713,13 of the Florida Statutes, the following Information Is provided In the NOTICE OF COMNIFNCEMENT. I , Legal Description of property (street address required): 6417 BEVERLY HILLS DRIVE ZEPHYRHILLS FL 33541— ABBOTT SQUARE PHASE 1A PB 89 PG 28 BLOCK 14 2. General description of improvements: INSTALL SCREEN CONCRETE SLAB AND FOOTER _ 3a. Owner Name: -QQ9-N9UY—EN Owner Address: 5417 —BEVERLY_HILLS —DRIVE ZEPHY.R 3b, Owner's interest in site: 3c, Fee Simple Titleholder (of other than owner) Address: 4. Contractor Name: AN DERSON ALUMINUM Address: 6214 W. LINEBALIGH AVE, _TAMPA Ft. 33625 Phone: 813-961-1764 S. Surety Natna: Amount of bond: Address: llhonc: 6, Lender Name: Contact: Address: Phonc. 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(1)(a)7, Florida Statutes, Name: _N/A Address: Phone Number: 8. In addition to himself, Owner designate, the following person to receive a copy of the Lietior's Notice as provided in Section 713 . I 3(1)(b), Florida Statutes. EM Address: Phone Number: 9, Expiration date ofNotice 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 OWNER AFTER THE EXPUL&TION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713A3, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTO YOUR PROPERTY. A NOTICE OF COM MENCEMENT MUST BE RECORDED AND POSTED ON THE JOR SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR !NOTICE OF COMMENCEMENT Signature rls- or Lessee, or Owner's or Lessee's Authorized Officer,Director?Partner!Manager —Q?N �R— STATE OF FLORIDA COUNTY OF HILLSBOROUGH '11w foregoinginstrument was acknowledge before me this day of_�E by as for Personally Known-_, OR Produced Identification Type of Identification Produced Under Pennines of'perjury, I declare that I have Lead the foregoing and that the facts stated in it are rate to the IJ ac Signature ofNaga al P igning Above ,A copy.f m,y bo.d m"'t na h,d . the um, Nvi M S 11011, �181. Ic 51 ls� !dkq ANDERSON ALUMINUM SUPPLY, INC. m~mww� POOL ENCLOSURES QUALITY WORK SCREEN ROOMS ATAFFORDABLE PRICES GLASS & VINYL, ROOMS (1 961- 7 4 CARPORTS Fax: (13)968-6685 CONCRETE FOUNDATIONS mall: andersouaaluminum*verizousu t 6214 W. I,INEEAUGH AVE. LICENSE # RX 0055031 TA PA, FL 33625 Family Owned Operated For Over 30 Years. SCC 131149714 PROPO L St1BVf1TTED i O PROPOSAL NO. SHEET NO, JOB NAME G17 Y, STATE end ZiP C DE DATE JOB LOCATION i PHONE � DATE OF PLANS JOB PHONE COLOR SCREEN PAN COLOR GUTTER KICK PLATE EXTRUSION ATTACH TO: WALL FASCIA HEI HT r(e OVERHANG MANSARD T' .$ �, !t ? ?'}�. r° i ® GABLE < ' & iAA �� ► 4 FLAT r"k" I I SUPER GUTTER t� WINDOWS PAN ROOF BONDED ROOF 1 1 CONCRETE, 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 FOOTER YOU UNDER THIS CONTRACT WILL BE RETURNED WITHIN 90 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 PERMITIENOINEERING EXPENSES, t' rOP035 , hereby to furnish material and labor — complete in accordance with above specifications, for the sure of: dollars ($ en t to be made as follows: L �'1 t A W$th Envelope 10 8497ADEI-CEIF I_4104.A4M70553EC9823B DIISCRIPTION.- LCr I . BLOCK t4, ASSOTT SOUARF PHASE I A, <CORDiNG TO THE PLATTHEREOF, RECORDED IN PLAT BOOK 89, PAGEIS)2B-35, OF THE PU91.41RECORDS OF PASCO COUNTY, FLOROA. ALL ELWAVONSIREFSRENCED TO NOSM H AMEW VEIMCAL DATUM OF 1933 #K,IAVn W) 1, Loma,, 2, Domi Title Insuranw. Im 3 Duc Rd nh Nguyen and Manh.Hw Tia-t I 1000,Pu8UCM,LrYFASFkRSNT MINIMUM FLOOR, Ft. FVATION.S UVING AREA. 104,2 3' GARAGE AREA: 103.78' ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (D z _3 LUI :r 0 I I c, 3,_ L _g lu" < ttu, _4 ul t.0 < uo Lu z Lu < W L 0, 011 0 P.1w ef AS BUILT SURVEY IFINALI CURVE DATA (P) INIJ (TRACT"A" KDD) RIGHT-OF-WAY IF1 XkT"Ir_001=0_ N 07'53'07'W f pIjVj ) 10 30, Ip)jMI LOT 2 13LOCK 14 SEC. 4, TWP. 26 S, RN G 21 E. PASCO COUNTY, FLORIDA (ABI30TT SQUARE) NG � DELTA ANGLE 90�ovool Scale. APPARENT, FLOOO HAZARD ZONE'W COMMUNrY.40 120235 (MAP NLOV8611 1210IC-0289-F) EFFECTIVE DATE 09 26/2014 PC - WNW of ruwf, ixt—rcam M 410ENi-t!) SONWS1 K( - PONT Of C0006(Xim) (ME NWi -XAW& 11' - tAMMAN, CAA MINI II - PC Rx"ENI Ic MIT" AMN I M - RAI RON) SKK I (WIFST ri (" FUNATI(W P, F - P(X,'t I, <Xppmf mi IFE q�rT( W-RW,0XWAV ix-MEWSK) ulwty()R Nx - POKA %K -'ACTION 1`- 11CONt Of "rim cum 1mr) � 4 INN) m!) 01W rx-PAmWRxm(W, MARTS"i Wf -No COMOt f OuNo It - P"LlIli LIN. SW - S! I C I WN ROD ts* alai QA-0Aff1A1V ' MA, MNI CM % r0mwi mm , irm"aw`YES wi i mmg C01W - OWRWAI) Wa,(Si P(X' - P0,41 OF CWMENCTMI-W! TV SANX W NX, - .' N) ON VNI: IVP - KNA41P up 1111 Pd t ft, - �xwr Orm.\trw ci swr W-VTVfTYfAV,,WW @'10) -If LL All �C V?VNV,FVKF SURVEYOR'S Norm M_ a — 0 '1 M &4- - W(X)WtKK,t A"Al 7 CIANUNXrEWC Wwx ---------- *_ ccworr) 2/15/23, 12:14 PM Florida Building Code Online BCIS Home Log in User Registration Hot Topics Submit Surcharge � Stats & Facts # Publications i Contact Us SCIS Site Map Links Search 41N� Product Approval 0 r USER: Public User Product APPMYal M_qnu > RLgg t or Ap cation Search > An i Lis � _pji_ WjWjai-1 > Application Detail FL # FL15491-115 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, RE. 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 - Flardcopy Received Certificate of Independence LL15491 R5 COI INDERpAf Referenced Standard and Year (of Standard) 5tqn_0_ard year ASTM E72 1998 ASTM E72 2005 ASTM E84 1991 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect fl-15491 R5 EqqLiv EQULVp A Sections from the Code https://www.floridabuilding.org/prlpr�_app_dtl.aspx?param=wGEVXQwtDqtep%2bDhVRQZHNgoDLn%2f2c2zzdleMVOn2OQGK2JXWIQQoA%3d%x3d 112 2/15/23, 12:14 PM Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 08/05/2020 08/12/2020 08/19/2020 10/13/2020 Summary_o�f Products FL # Model, Number or Name Description 15491A 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 LL15491 R5 11 DWG.pAf 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 FL15491 R5 AE F\/AI pdf and allowable pressures. See installation for panel limitations Created by Independent Third Party: Yes & spans, I I 1=1 11 fit Us :: 2601 Blair Stone Road,jAllahasee FL 32399 Phone:850-4 �7-1824 The State of Florida is an AA/EEO employer, CopyrightStatement :: Accessibility Statement :: Refund _Statement yL 2007-2013 State of Florida.::Florida. :; Erivacy _Q_ 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, FS,, please click her,_. Product Approval Accepts: MOMERE Credit Card Safe ONE= https://www.floridabuilding.org/pr/pil_app_dti.aspx?param=wGEVXQwtDqtep%2bDhVRQZHNgoDLn`/`2f,'2c2zzdleMVOn2OQGK2JXWIQQoA%3d%3d 2/2 Payment: []Check Z Credit Card* (For Credit Card option go to m ahun,_� c 1:wp to pay by credit md) � NOR Engineer:Michael Thompson, M3c, P.E. (P.. # 47500) 4401 Vineland d= Suite A6 Orlando, Fl. 32811 7 7 7 or 7-7 1Cell:407-721-2292 Projed Manager Pact 7 - 3 "1 1 Email: Ll site:Webpk�w-�.alumin mc1 gn.c m.cAaom ExpansionSide Mil: uprights -x- Chair Rail X Plate Ribbon \ ., it Rebar stringentNote. In the event that #wm Is a conflIct wfth the design plans and gamral notes and design standard, ft oontractor shag dOrms, the more member sizes prior to ordering materials, fabdcabon andlor construction behwen . . . . . . . . . ... . M I INA, Icflk�' 11511% rp JEJ General Notes!&�sl tin r s (Screen Pa.tio Room Enclosure) 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. Desi n Codes. j._ Florida Building Code 2020 (71 Edition) Aluminum Design Manual 2020 ASCE 7-16 pgaigI Dads: 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 1609.43) 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 Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of inforination 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 Coeff. Of friction between footing and soil = 0.5 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.aluminumscreendesign.com A L �,�`Vnt il 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 AS ME B 18,6.4 specification, Self —tapping screws shall meet the requirements of ADM 15 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 3.3 Chair RaiLls, 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'-Y 2 x 3 (0.125) Wind Brace = 9'-0" 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 shall be 1/4" Reinforcipg Steel, 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 Y' Washer: Washers shall be used under bolt heads and under nuts. Michael Thompson, P.E. 447509/CA#309' )0 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com cFs S EDole �.li�nment: lm 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 & 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 Max Beam Span & Max Column Insulated Roof Beam -Size §2jcin,6y Column-Size Max Column-I-Iei ht Pan Roof S an Span 2 X 3 61-01t 2 X 3 8'-0" 3" Spans 13'-6" 3" Spans 15'-0" 2 X 4 81-611 2 X 4 81-61 6" Spans 20'-0" 2 x 5 W-W, 2 x 5 9%0" 2 X 6 IT-0 t 2 X 6 lot -Olt 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'. Purlin: 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 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. Egztpiainm Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer, Z:� Vinyl, tempered amass, and acryli,�, ��nelse 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 wNviv,aluminumscreendesign.com EM ................ In the event of a conflict in member sizes shown on the plans and the general notes, the contractor must utilize the more stringent memWr slao requirements. EnginoC WWI Thompson, RE, 470001CA30930 i0w t4 '5 1444r LE 1 0 -% I 145W --", ALUMINUM SCREEN DESIGN EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED TO BLOCK STRUCTURE WI 2-1/4" X 1/4°" TAPCONTS 3" INSULATED ROOF WITH 910 1" 6 6" FROM ENDS 24" O.C. & TO 3" INSULATED ROOF WITH 6 910 1" PER SIDE FROM ENDS 24" O.C. � f f f► f ' f� # I � T 1 t UPRIGHTSCHAIR RAIL IS ATTACHED TO BLIND UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) 910 2" OF, ► i f DESIGN STATEMENT METAL IS.046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH 2X3 SIDE WALL TOP PLATE •, 6 FROM ENDS 24" O.C. 4 f ► I X2 IS ATTACHED TO CONCRETE WITH: 4 ' and a d G 4 a e n co 4 (p •�/3.6."C':'il d � ' CONCRETE 4" THICK 8" X 8" FOOTER W/ (I) #5 TF[RU OUT a a4 a d a g !i U a 46 E ` E CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: FIBER MESH, VAPOR & TERMITE PROTECTION (IF REQUIREI CONCRETE, SHALL BE A MINIMUM OF 3000 PSI FOR COVERER STRUCTURES, CONTRACTOR SHALL SECURE COLUMN BASE DIRECTLY TO THICKENED EDGE ALUMINUMSCREENDESIGN.COM MIC14AEL THOMPSON ALUMINUMSCREENDESIGN 4401 VINELAND ROAD @YAHOO.COM SUITE A6 PHONE: 407-734-1470 C) AID DO, FL 32811 FAX® 47-734-1790 947509 . .� _ CA#30930,