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Home My WebLink About21-33615335 Eighth Street ZI III ephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 Jill, Issue Date: 01/13/2022 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. 11 F P11 i iiiiiii I 1111irlyl 11:11 :1 11 Jill l!ll:lllllllllrI 1�11lillillpillilill 13�� 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. CO cTOR sIGJ OFFICi PERMIT ;7XPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED 1,: 2 0611 813-�sU UU2U City of Zephyrhills Permit Application Fax-813-780-0021 Building Department _ Date Received Phone Contact for Permitking 4211 4*4 as* Owner's Name 1 Owner Phone Number m 4_7 Owner's Address t . ._ Owner Phone Number Fee Simple Titleholder Name �� Owner Phone Number Fee Simple Titleholder Address # JOB ADDRESS q ! �C;ve:>p?. I _, LOT # SUBDIVISION a �� PARCEL ID# 3-, .1 - o d )- C u7cx> Otto (OBTAINED FROM PROPERTY TAX NOTICE) WORT{ PROPOSED NEW CONSTR ADDlALT SIGN DEMOLISH INSTALL 8 REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL y" DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE HEIGHT�� %: "4xk-%: k.kkit S:R."LX"k ALILka[ 1"WLr4. =BUILDING $ OLD VALUATION i 1L&V_kiXkW&4,kk:"X4,kxk- k.1LV0W1LJILIXxx IL OF TOTAL CONSTRUCTION ELECTRICAL =PLUMBING MECHANICAL =GAS ROOFING AMP SERVICE PROGRESS ENERGY W.R.E.C. VALUATION OF MECHANICAL INSTALLATION es SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER Y r COMPANY t (* i` 9t8yl i is (L44 /Id C SIGNATURE �"�*' �� REGISTERED Y'N FEE CURREN �N Address 2114 pars � Iq u.. P( 4 Yf: TPA - 33 5 License # ELECTRICIAN . COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y J N Address License # PLUMBER W_ COMPANY�� SIGNATURE REGISTERED YJN FEE CURREN Address License # �A MECHANICAL COMPANY SIGNATURE REGISTERED Y / N �FEECURR�EN / N Address License # OTHER COMPANY SIGNATURE REGISTERED YJN FEE CURREN Y ( N Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Pill 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 property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILFTIES 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. CONTRACTORVOWNER'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, Welland 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 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. I I - 0 . 12-11114 111 its 11VA L" ;1111 ;1#1 .1411 J, lQ *ktolyj ;II � 1 *14 WAIMLOIIBlilkgqiltl cog• piiijly� 10111,10E.3 1 0 s4bocl od, sworn to,(7 Mal re this Subscribed and swom to (or affirmed) before me this 4Z( far., as by - At- ' /,M b Tfto me or N f/hav,�. o is/are pers , fi7 kn I �prod� Who is/are personally known to me or has/have produced e__ I I . ft . as identification, Commission No. Name of Notary typed, printed or stamped 4autinsul 7 W- A.,, pop000 L 9sJ!ox3 uJuuO 9 # uOiss", )0 OJOIS , . - UJO ",) !Iqnj OAJ a ION DVIE) Notary Public vivisvia omuing %.,oue unions SubmitSurcharge I Ststs&Facts I Publications I ContactUs I BOSSItelviop I Links Search Product Approwif., USER: Public User Comments Archived Yy N" Lr t7 C1 J Product Manufacturer Structall Building Systems, lb I AV Address/Phone/Email 350 Burbank Rid. Oldsmar, FL 34677 IJ (813) 855-2627 info@structall-com Authorized Signature Frank Bennardo frank@engineeringexpress.com Quality Assurance Representative REVIEW D.,1-01-1 Address/Phone/Email CITY OF ZEPI PLAN EXAMI 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. Bennardo, P.E. Evaluation Report Quality Assurance Entity *_,yalib,-Assyranca Contr2ct Exyirati-*&-&att- Validated By MM= Equivalence of Product Standards Certified By Sections from the Code PE-0046549 TI RADCO LLP dba RADCO a Twining Company 06/01/2021 Keith E. Lorinos, PE ES Validation Checklist - Hardcopy Received ELLa42j-R5-C-Q1---1-NP-E_P pdf I lei 1/2 Product Approval Method Date Submitted Date Validated FL * I Model, Number or Name 15491.1 Snap-N-Lock Panel Description EPS Foam Core Composite Panel, 3", 4" & 6" with Aluminum or Steel Skins Limits of Use Installation Instructions Approved for use in HVHZ: Yes fl.15��Psff IIIApproved 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 ELj5A2j_Rk__AE__ E 1' YAL_PA allowable pressures. See installation for panel limitations & Created by Independent Third Party: Yes spans, The State of Florida is an AA/EEO employer. AL90gWkbI 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 $50,487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The ernalls provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a ficensee under Chapter 455, F.S., please click jqI go III IIIII !I WIN 11 WIN 1:11 1 1 PRIM 11 11111 111 1 * ANDERSON ALUMINUM,,, INC. POOL ENCLOSURES SCREEN ROOMS GLASS & VINYL ROOMS CARPORTS CONCRETE FOUNDATIONS 6214 W. LINEBAUGH AVE. TAMPA, FL 33625 Family Owned & Operated For Over 30 Years. PROPOSAL SUBMITTED TO I PROPOSAL NO. V-- STREET if JOB NAME 1-5a;,L rITY .13TA TFqt7dZ/P CODE LA—i—� (I DATE JOB LOCATION ATTACH TO: WALL FASCIA HEIGHT OVERHANG MANSARD GABLE FLAT DOORS SUPER GUTTER WINDOWS INSULATION Ro. PAN ROOF BONDED ROOF 2. XV 7K 12- CONCRETE —J--4Z 5- -L NOTE: ANDERSON ALUMINUM WILL NOT BE RESPONSIBLE FOR ANY REQUIRED ELECTRIC UNLESS SPECIFIED ON THIS CONTRACT. YOU MAY CANCEL THIS TRANSACTION WITHOUT PENALTY OR OBLIGATION WITHIN THREE BUSINESS DAYS FROM THE ABOVE DATE. IF YOU CANCEL, ANY PAYMENTS MADE BY YOU UNDER THIS CONTRACT WILL BE RETURNED WITHIN 10 DAYS AFTER YOU GIVE WRITTEN NOTICE TO THE COMPANY OF YOUR CANCELLATION, IF YOU CHOOSE TO CANCEL AFTER THE THREE DAY RECISION PERIOD YOU WILL BE RESPONSIBLE FOR ANY EXPENSES INCURRED BY THE COMPANY, THIS WILL INCLUDE BUT IS NOT LIMITED TO SALES COMMISSIONS AND P ERMITIENGINE E RING EXPENSES. M-- FOOTEI-1- - — 2- DATEOFPLANS QUALITY WORK AT AFFORDABLE PRICES (813) 961-1764 Fax: (813) 968-6685 Email: ande,rson.almiiinum@verizoii.net LICENSE # RX 0055031 SCC 131149714 JOBPHONE VC JkOP00 hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: dollars ($J1 l Payment 1made as follows: 5, 0ao t,,wn 4151 0,�O 00cire e-&Acor -e f-e I S ,Oct OA C6,,P 'cl 0 Ill BOUNDARY & AS -BUILT SURVEY DESCRIPTION; (AS FURNISHED) LOT 11, BLOCK 7, ZEPHYR LAKES SUBDIVISION PHASES 1A.,2A, 2B, AND 4A AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-48, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. Curw ToWs Cur" i Leftoth RwAiv CAO awd "Wkq Chard Cl O&W SAW ca 'ZO 71WOW 330e Wtr2049646AW 0— C3 4M W2r,29'46't w twor OMW 411*U' QW44461 f JAM* NOTES: 1. ALL DIRECTIONS AND DISTANCE$ HAVE KEN new VEMRED# INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEIG if Ahl. 4. NO UNDERGROUND IMPROVEMENTS HAVE KEN LOCATED. S. BUILDING TIM Vs;iW HEREON ARE U01 TO Be USET, TO RECONSTRUCT THE BOUNDARY, UNES. m_ ------------ 4u U7770 1MA orr"Al m 'W'� INSTR#2022011891 ORBK10527 PG 865 page i of 1 01113/2022 02:40 PM Ropt: 2402427 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. 1 911,311 NO Permit Number: Tax Folio No. 35-25-21-0140-00700-0110 The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes,the following Information Is provided In the NOTICE OF COMMENCEMENT. 2. General description of improvements: INSTALL SCREEN ROOM AND SLAB 3a. Owner Name: DANIEL BROWN Owner Address: 7951 SAIL CLOVER LANE ZEPHYRHILLS FL 33540 3b. Owner's interest in site: OWNER 3c. Fee Simple Title holder (of other than owner) N/A Address: 4. Contractor Name: ANDERSON ALUMINUM, INC Address: 6214 W. LINEBAUGH AVE., TAMPA, FL 33625 Phone: 813-961-1764 5, Surety Name: Amount of bond: Address: Phone: 6. Lender Name: Address: Phone: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes. a Name: Address: Phone Number: 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. R� Address: Phone Number: 9. Expiration date of Notice of Commencement (expiration date is one (1) year from date of recording unless a different date is specified). WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFM THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST HE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT ATM YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOME OF COMMENCEMENT. Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager OWNER -Sigoatnry-'s -Title/Officr— STATE OF FLORIDA COUNTY OF HILLSHOROUGH The foregoing instrument was acknowledge before me this day of by as oj1 for Z�k Personally Known —X— OR Produced Identification �rtsl Type of Trieraffication Produced tM §jgnaftir-e - Notary Hblic Under penalties ofpjury, I de e facts stated in it are true to the best of my knowledge and belief. Signature of Natural Persoti=Signing Above (A copy daY bond must b..nmhd Updmd 29NOV2012 tpa 'n V 0 .2 �c tt� E 4-- - to I- Z IV as C, rs 0 0 0 E 0 0 - to w C, 0 M W 0 0 M V 0) 2 ui - 0 fT M>, M *Plan Types 7 V Screen Room Elsun Room E]FIII In P ool Screen/Cage (Non -Removable Screen ® Designed to withstand actual Wind S 4 Expansion View (Non Standard) Car Port /Patlo Cover Pergola SvAmming Pool (Non Standard) Summer I(Itchen (Non Standard) Other ON MCI' 'Address: 6214 W. LINEBAUGH AVE *C11ty: TAMPA Code: 33625 *Phone/Fax: 813-961-1764 813-968-6685 "Email: anderson.aluminumOverizon.net *dhOOS0�0—ni ik ZMall E]Pick Up DE -File El Fed ExtUp&-,-, 3 # of Copies 13 Single PDF 0 Each Page Separate (For FedEx option go to g;qg&§igp.qcqrn and provide FedEx/UPS account Payment ElCheck ZCmdIt Card" "(For Credit Card option go W Lilurnid ---ec;_— to pay by credit cW) Engineering prepared by: ALL WORK SHALLCOMPLY WITH PREA64,11LIN, CODES FLORIDA �,3LJIULJIIING MATIONAL ELECTRIC, AND THE CITY OFZER-1YRHILLS 1) R D I N A N CE S ti Zoo, e� Engineer. Michael Thompson, .. MSc, PE(P.E. #47509) REVIE-tAVDATE 4401 Vineland Road- Suite AB Orlando, Fl. 32811 CITY OF ZEPH Y, Offm:88"07-0747 or 407-734-1470 -721-2292 PLAN Project Manager Paul Thomas 386-479-9504Call: Fa407)c 888-92M181 EXAMINER Email: Websfte: .nzcyp ammo Igo! E'S'll" Roof Type: Iniff 3 an oo if P R f Roof Connecting to: utter Cie KBI*ck Wall []conventional wall 114th wall El Piser Front Wall: uprights L_)k4 Top Pis% L _ softm Pis% 1 X2 Chair Rail 2 v2 Side Wall: Uprights 2 X3 Top Pis% 2 X3 Bottorn plate 1 X2 Chair Rail Roof Ridge Beam (gable We): Beam _x KIck Plate 1fr P00110*640198: Roof Type: [:]Dome 0 Gable E] Mansard/Hip D Flat[Slope Roof Connecting to: []Gufter []Fascia []Block WalIE]Conventional Wall 0 PJser Roof: Beam _k_ Front Wall: uprights ___,X Purlin Chair Rail _x I Side Wall: uprights x Chair Rail ___X_ Expansion View: Beams ___X_ Post X Mck Plate 00ar PONP06 C6"i or Elpft6li (pergola material [:]Aluminum FlWood) Roof Type: [] Insulated — to [I Pan Roof " []None (Perflia Only) Roof Connecting tO:F�Guttsr [:]Fascia 0BI*i*wa11_0ComrentIonalWalI 4#'Mll Beams X Post X Pergola Purlins — X Roof Ridge Beam (gable style): Beam _X_ $iMmmljqgPool F�Gunite ............... Overall Deck SQ FT Doummif Kitchih C064014w: Existing R] Now 4" w/6" Thickened Edge OPler X Ribbon Footer X With # Rebar Pavers with Footer X Nth # Rebar Other: of In the event that #we Is a conft with the design plans and general notes and design standard, the contractor shall utirme the more stringent &nenslons and mernber sfms prior to ordering materials, fabrication andlor construction between the plans and the general notes and design standard. General Notes!&�. � Si�ndar� (Screen Patio Room Enclosure) The following are general design standards. More stringent design standards may be noted on the plans. In the event V, 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. resignCodes: Florida Building Code 2020 (71 Edition) Aluminum Design Manual 2020 ASCE 7-16 k0im-LmAK 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 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. ]Resign Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General RSgMjEEMj!jLs: 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 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 www.aluminumscreendesign.com 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 2x2ChairRail=6'-6" 2x2Purlins=6'-6" 2x2WindBrace=4'-3" 2x3(0.125)WindBrace=9'- 2x3ChairRail=8'-O" 2x3Purlins=8'-O" 2x3 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 A 185 Welded Wire Fabric shall be ASTM Al 85 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Michael Thompson, P.E. 447509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com 00 N B " Hole Aliggment. 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 & UpriiZhts: 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 Spacing Column -Size Max Column-Ilei ht 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'-01, 2 x 5 9'-0" 2 X 6 I T-0" 2 X 6 10'-0" Knee Bragj 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'. Purling 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. Edee Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or tooter. 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.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com 11.304021 . CopyRight IM-09 Wilson Software Corp. To obtain a copy of this program call 1-9414604476 Your Company Name Here Job Number 1/84f = I in nember sizes shown on the contraotor must 'ilize �IIG gtrjnq@Mt, member size requirements, the TMompson, RE, 47609/CA30930 ALUMINUM SCREEN DESIGN EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS ROOF WITH (6) 1" PER SIDE `' ! INSULATED « ENDS i 4 t O.C.FROM ENDS 24" Y « • W.W a, t `.. lr ■ f r ' • li�IF • CHAIR RAIL UPRIGHTS MLIND SCREWED # OR, DESIGN STATEMENT METAL IS.046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE • 1/8" CONCRETE EMBEDMENT DEPTH 4 001 M�j "tlkvlM •IRE TAPCONS t FROM O.C.ENDS 24" ojo!■: i w Y • y t « E M '« . a...... f i • t, � # i . • i • t • t i i • i !