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Home My WebLink About21-3266g IS City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 BAR-003266-2021 Phone: (813) 780-0020 Issue Date: Fax: (813) 780-0021 Permit i AW/Aner (Kesioentiag le: 35 25 21 0150 01500 0180 Z NO -A-d' Name; DUANE MOODY dl-/Atter {Residential) Permit Type: IAddress: 7875 Broad Pointe Dr ZEPHYRHILLS, FL 33540 offffiHOZ-1 9W.W. INSTALLATION SCRN RM W/ SLAB 288 SO FT Class of Work: Add/Alter Residential Building Valuation: $13,137.00 Electrical Valuation: $0.00 Mechanical Valuation: $0.00 Plumbing Valuation: $0.00 Total Valuation: $13,137.00 Total Fees: $158.52 Amount Paid: $158.52 Date Paid: 12/15/2021 2:14:36PM Contractor: ANDERSON ALUMINUM $105.68 Building Plan Review Fee $52.84 fir: EINSPECTION 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. iUotice: I-t a,04itiom t44te reQUiremip-its of Viiisi,pritit tliprp -itov -dIr1§I%1P'tvtF.2t WIN= 11;�&WIlIfflawl; I 1 -11- 1! Bmmmmzm�� [M] I - 11111911 1 1 1 !!1 1 11 6 N-MR-Ttz"TTIT-717MIM Complete Plans, Speccations 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. SIGNATURE Ilk A ;d;d FLIWAT J="W&W I LWA 0 W"s 9:411iiii-I! 1 11 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building its a 2 1 a I Department lDate Received �7C 5 6 1Ph...0 in 0 —E �I 9Owner's Name4 Owner Phone Number=- SS2 69C,14 PC i oe T6 Owner Phone Number Owner's Address Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address 7�_ JOB ADDRESS �— LOT III SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRF--1 El ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK E] FRAME STEEL �n-1 DESCRIPTION OF WORK �7i s BUILDING SIZE �� SO FOOTAGE= HEIGHT = X)E t X k k X X X 9- )E X X X X X IL X k V. W. X JE E X It K k t X t X X C X X E IE X IE C k X X k t �E k k I X IL k X X t X X X X X X t k x �E k [��!]BUILDING rF ------------------ I 1" 13 1 ZX' I VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRFSSENERGY =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS E== FLOOD ZONE AREA =YES NO W.R,E,C. t Ael -e BUILDER COMPANY IIN1 0 6 PS C, N4 A LU( JAI IN U SIGNAUE RE,,ST'R'D I N FEECURREN Y_ /N Address License # pWM ELECTRICIAN ;;;�FEEIIRor�NY SIGNATURE Tn^COMPANY REGISTERED t N�� Address F_ License # PLUMBER COMPANY E ; �Fl: N SIGNATURE REGISTERED YIN E 111 Rill Address E::----== License # MECHANICAL COMPANY E;;��:� SIGNATURE REGISTERED FE CWU�11� Address License # OTHER COMPANY E;;;;�_ SIGNATURE REGISTERED , CUReINY J N�� ,ur 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 wl Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisionallarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for now 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 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 (PIOVSUrvey/Footage) Driveways -Not over Counter if on public roadways -needs ROW 813-780-0020 City of Zephyrhilis 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 contractors) 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 Lion Law—fiomeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the 'owner" prior to commencement, CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance, Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, 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 pennit 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, Notary Public Notary Public Commission No Commission No, 11 ras$j a Nam Notary typed, printed or stamped ny _Name>fN&� o prGnited—fors ed COMO DIBERARDINO GIA State of Floridis Notary 0 GG 930359 __ 023 e 12 2 2 2 Nigh Fain le.enrocis ,Troy Fain insurance on 0 _� 4PY, N I � Nota(Y -o C;Ommission it GG x Comm.ch E y Comon Expires 12-22-2023 M B ads dS B nded Through hnay F tt :,,G IYA C 0 M '0 DI 6 R A R I NOw- Olyl Notary ot ry Public - Stili Commission 11100 ids �y pot C 'T"T". icy Comm. Expif@§ 12�- 'ohno C BOUNDARY & AS -BUILT SURVEY DESCRIPTION: (AS FURNISHED) LOT '16, BLOCK 15, ZEPHYR LAKES. SUBDIVISION PHASE D AS RECORDED IN PLAT BOOk •62, PAGE(S) 2-64, OF THE PUBLIC RECORDS OF PA CO COUNTY, FLORIDA. i/VY,n hereby acknowledge that I/We have: reviewed this survey and approve all matters set forth on this survey. Me hereby release DFil Title fro!r1, any and all liability -as to all matter.; reflected ors this survey. Et.-OOO TONE: "AF." LOT 17 BLOCK 15 I fy +j *{ 0(y � I 10' BE f n, I+ ii i RCONCRETE ONE .• BLOCK RESIDENCE # JINISHER FLOOR R LOT 19l rt.000 ZONE RX, BLOCK 15 APPROXIMATE 1XtINEAl'I0N LINE-' SCALED FROM KMA MAP, FOR THE BENEFIT AND EXCLUSIVE USE F: DHI TITLE OF FLORIDA, INC. DHI MORTGAGE COMPANY LTD. DHI TITLE INSURANCE COMPANY DUANE MATTHEW MOODY �t�F •` IBE _ l NOTES: 1, ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED, INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. PROPERTY2. SET/FOUND •07HERVASE SHOWN 3, THE SURVEYOR HAS NOT ABSTRACTED T14E r SHOWN RIGHTHEREON FOR EASEMENTS, RESTRICTIONS RECORDt.♦.USE ; THE LANO, UNDERGROUNDNO HEREON5BUILDING TIES SHOWN f BE USED TO RECONSTRIIJCT THE BOUNDARY UNES. 6. ELEVATIONS SHOWN HEREON ARE BASED ON NGS k t 1988 DATUM. 7. TREES SHOWN HEREON WERE IDENTIFIED AND POSITIONED BY THE CLIENT AFTER THE COMPLETION OF THE AND NOT BY THE AT THE TIME THAT PERFORMEDTHIS FINAL SURVEY WAS FIELD ON 05-07-21 R' ♦ R " R R + R R. it a LOCALINFORMATION PLEASE CONTACT THE R' BASEDBEARING BASIS: ;Z_ARINQS SHOW" HEREON ARE ON THE CENTERLINE OF BROAD APPROVED BY: �,OINW DRIVE BOND S00*302"A PER "T BOOK 80, PAGE 27. NO, to R COVERED ENTRY a I 4.1.7 i 0-1 .. 1 YR PI DAME RAY DRIVE FOUND i R DISC ADDRESS: Le #6393 7875 BROAD POINTE DRIVE FOUND NAJL AND DISC O IRON ROD AND CAP LEGEND: (P) PER PLAT MEASUREDLB CENTERLINE RIGHT OF WAY LINE PC PONT OF CURVATURE DRAINAGE , PCO POINT OF COMPOUND EXISTING ION Pt O POINT OF 9' POINT i CONCRETE POC POL POINT ON CURVE POINTON LINE PRO POINT OF «,. C,... BLOCK WALL, .. PERMANENT REFERENCEMONUMENT UE �CYOR AND MAPPER CP CONCRETE 2 R OF IBM j . a« •. EMERGENCY URANCE RATE MAP ELP ELECTRIC PEDESTAL .. R RN. Le LICENSED BUSINESS .B TELEVISION :l. LS LICENSED •" WSR WV WHEEL*.:. RISER . 10 VALVE t. f it R f. BE EASEMENTUE UTILITY NAVD NORTH AMERICAN VERTICAL DATUM 0 DRAINAGE MANHOLE � R R y. R R• R; ADMINISTRA11VE CODE' .�R R.. FLORIDA Digitally signed hy James W. Boleman out Surveying & Mopping Inc., Reason: I am the author of this dmumord, FOR Location: Orlando 1w te"ViCtR .thLoin RM.NTA2v 11 d1 it 0 A _ IPR R POOL ENCLOSURES SCREEN ROOMS GLASS & VINYL ROOMS CARPORTS CONCRETE FOUNDATIONS 6214 W. LINE BAUGH AVE, TA PA, FL 33625 Family Owned & Operated For Over 30 Years. QUALITY WORK AT AFFORDABLE PRICES (813)961-1764 Fax: (813) %8-6685 Email: andersoii.almiiinutii@verizoti.act LICENSE # RX 0055031 SCC 131149714 3/312021 Florida Building Code Online iom SCIS Home Log In User Registration HotTapics SubmitSurcharge Stats & Facts Publications contact US WTS Site Map Unks 11 1 rorn 'V l"'v R "R 6 Product Approval a L - PuMic User ObA MEW RM= 4,ppL qypl �Mn > EaWMaa AQdL h r > AWALWiQn� > AppilkaUm DOW Qp_q�� FL # FL15491-R5 Application Type Revision Code Version 2020 Application Status Approved Product Manufacturer Structall Building Systems, Inc. Address/Phone/Emall 350 Burbank Rd. Oldsmar, FL 34677 (813) 855-2627 info@structall.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a License Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, RE. Evaluation Report Florida License PE-0046549 Quality Assurance Entity TI RADCO LLP dba RADCO A Twining Company Quality Assurance Contract Expiration Date 06/01/2021 Validated By Keith E. Lorinos, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) slandArd XQU ASTM E72 1998 ASTM E72 2005 ASTM E84 1991 313/2021 Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect Sections from the Code 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 FL Model, Number or Name 15491.1 Snap-N-Lock Panel Umits Of Use Approved for use in HVHZ. Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +99/-99 raxiinxitr ia - a id 13--e iyrbtd -Cifw ze -r allowable pressures. See installation for panel limitations & spans. EPS Foam Core Composite Panel, 3", 4" & 6" with AlurT Steel Skins ITMWIWAM#� Created by Independent Third Party; Yes Evaluation Reports 1 7; A EYAl-p Created by Independent Third Party; Yes .CQQt§a_Uj :: 2k9jDjal_r Stone Rh=L�-Z - 14 The State of Florida is an AAJEEO employer. Coster AgQCSgh1jjy_5Lateqn _m t : RCft1ad_S_t_a_t= _ 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 sent mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487A395. -Pursuant to Section Florida Statutes, effective October 1, 2012, ricenseas licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. 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 add; provide the Depanment with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, FS., please Product Approval Accepts. EE a] 99 Fq El Credit Gard Safe & r T1 *Plan Types'. v Screen Room []Sun Room OlFill In pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind SP Expansion View (Non Standard) Car Port /Patio Cover Pergola t SvAmming Pool (Non Standard) JSummer Kitchen (Non Standard) Othe *Project Address: 7875 BROAD POINTE DRIVE MOODY *Citv: ZEPHYRHILLS Date: 11-5-21 *Contractor/Company Name: ANDERSON ALUMINUM, INC *Address: 6214 W. LINEBAUGH AVE *City.- TAMPA *Zip Code: 33625 *Phone/Fax4813-961-1764 813,968-6685 *Email: anderson.aluminumpvefton.net *Choose ® Z Mail E1PlckUp EIE.File [:]FedEx/UpS*3 # of Copies 0 Single PDF 0 Each Page Separate *(For FedEx option go to www.aluminumscreendesiLyn.com and provide FedEx/TJPS account #) Payment: []Check RI Credit Card* *(For Credit Card option go to wwwalurninurnscreendesi m.corn to pay by credit card) Engineering prepared by: g 'p a 1�7 'NA On 7" A" A ft- le Engineer: Michael Thompson,47509) 4401 Vineland Road- Suite A6 Orlando, FL 32811 Office: 888-607-0747 or 407-734-1470 Cell: 407-721-2292 Project Manager Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: aluminurnsffeendesigni§yAh-gocom Website: www.aluminumscreendesign.com CA#30930 SDA H! r _j Ultimate Wind Speed (mph)-. 130 E-Vosed Category: C Risk Categoryt. I Screen Room [:] Fill In E]Sun Room (Window Type [:]Vinyl orEIG, a Roof Type: R] In ated 3 F-1 Pan Roof Roof Connecting to:IlGutter ZFascia [njBlock Wall FIConventionalwaii F14th wall F1 Riser Front Wall: UprightS2 X3 Top Plate2 X3 Bottom Plate I X2 Chair Rail 2 X2 Side Wall: Uprights 2 X3 Top Plate 2 X3 Bottom Plate 1 X2 Chair Rail 2 X2 Roof Ridge Beam (gable style): Beams X Kick Plate 16" Roof Type: ODome DGable [-] Mansard/Hip D Flat/Slope Roof Connecting to: nGutter []Fascia OBlock Wall 0 Conventional Wall DRlser Roof.- Beams _x— Front Wall: Uprights _X Purlin X Chair Rail _X Side Wall: Uprights X Chair Rail _X_ Expansion View: Beams _X_ Post V,Car Port/Patio Cover or [:]Pergola (pergola material DAlurninum E]Wood) Roof Type: Ej Insulated " E]Pan Roof -_ " ONone (Pergola Only'. Roof 6isnnecting to: 0 Gutter Fascia [:]BiockWall 7Conventional Wall [:]4thwall Beams X Post X Pergola Purlins — X Roof Ridge Beam (gable style): Beams x Swimming Pool [:]Gunite E]Fiberglass Overall Deck SQ FT Existing [�j New 4" w/6" Thickened Edge Ej Pier Ribbon Footer X With # Rebar [j Pavers with Footer _X With # Rebar E�= •Ml 1 1* 11 - I i i I A S I I 10111 No A S DA 1 0 n e e n 0 General ofes esien Standards (Screen Patio 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. Design Codes. Florida Building Code 2020 (71 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 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 RgqHjEtMtph: 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. 447509/CA430930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com Structural Aluminum: 11 Ell IMASDA I M C or, E 1g n f) e11 ng �qj 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 912 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 = 9'-0" 2x3Chair Rail =8%0" 2x3Purlins =8'-O" 2x3Wind Brace =8'-O" 2x4Wind 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" 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 18 5 Welded Wire Fabric shall be ASTM A 185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Michael Thompson, P.E. 947509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com N �JL-� EINAS D"q. Hole Alignment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. Beams 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 144ax Column -Height Pan Roof -S �ian Insulated Roof Span 2 X 3 6'-01t 2 X 3 st-W 3" Spans 13'-6" 3" Spans 15'-0" 6" Spans 20'-0" 2 X 4 8v-6'v 2 X 4 8t-6T'- 2 x 5 10'-011 2 x 5 T-011 2 X 6 121-01f 2 X 6 101-011 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' Z� max; 2 x 4 for beam span greater than 3 W. 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 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. Maximurn deflection shall be limited to L/80. EdEe Distance: Contractor is required to install uprights to provide a 2" inininiuni clearance from edge of slab and/or tooter. Vinyl, tempere Lg—lassand aer Y—Ii—c 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 11-03-2021 CopyRight 1995-99 Wilson Software. Corp To obtain a copy of this program call 1-94 1 -A60-0476 Your Company Name Here Job Number-. 1/8" = 1, CODES F1, 4PLY - RIDABIVRIL, - WITH PREFV41LU�,,C, NA7701NPAL P't, -Ric 0 , DE, ND THE_ C11 k R D I N A N!tta �861_01 MUM= 931W INSULATED ROOF FROM D.. S V •� PER PANEL I■E1► ! , t #'ilt� �I ► i. �MUM L:CI ! t 4 { WO t ♦ '. • pw#144 ALUMINUMSCREENDESIGN @` OO PHONE: l ! I, i ♦ L ♦ t EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TAILS WITH 410 2" 6" FROM 3" INSULATED ROOF WITH #IO 114 {" ENDS 24" O.C. & TO 3" INSULATED ROOF WITH (6) 910 1" PER SIDE FROM ENDS 24" O.C. V ■ p 1 ! u RAMi ► �� ! r s r r t s► ; s t► �,. DESIGN STATEMENT NIETAL • THICKNESS OR GREATER, ALLOY PROVIDE 141IL11141 Jjj,AE♦ k. r i) miawl l ' i •' onzall- "•• ! t TAPCONS O.C." FROM ENDS 24" i r r t CONCRETEI X2 IS ATTACHED TO kmLvJLQ q Lolkyl 1102 tolls 11616 hoi 1% W4 III w1l �EUW also 0 Am DESIGN STATEMENT METAL IS.046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH EMMA- —"- MR. —a �mmgm atc-Am.-r-Ammm-lu BOTTOM PLATE IS ATTI ACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCON (5" X 2-1/4" IF THRU PAVERS) (# 10 2" IF TO WOOD DECK) 6" FROM ENDS 24" O.C. ALUMINUM FRAME IS ATTACHED TO BLOCK WITH 2-1/4" X 1/4" (9 10 2" IF TO WOOD STRUCTURE) (910 2" IF TO ALUMINUM STRUCTURE) 6" FROM ENDS 24" O.C. CAAIR RAIL & UPRIGHTS ARE ATTACHEX. WITH EITHER: @ BLIND SCREWED WITH (3) 410 3", CAPRI CLIPPED WITH (4) #10 1 " PER CLIP BLIND CLIPPED WITH (4) 910 V PER CLIP E70 TO STRUCTURE WITH A 10 1 " 6 " FROM ENDS 18" O.C. MICHAEL THOMPSON 4401 VINELAND ROB • SUITE Ai 32811 47509 CA#3093f