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Home My WebLink About21-2545i y o ephyr s 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BAR-002645-20 I Issue Date: 08/11/2021 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. iiii ill I 111i• i 111•1111 1 1 ! ill I mm•. • •. U=�11=�0 -MEME= accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. I / CiNTRACTOR SIGNATURE PEfAIT OFFICE[) lk "jo-)ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED I INSTR#2021132482 OR BK10378 PG791 Page i.fi 06/24/2021 11:18 AM Rcpt: 2318063 Rec: 10.00 DS: 0,00 IT: 0.00 Nikki Alvprez-Sowles— Esp— Pasco County Clerk d Comptroller — This space for use by Clerk of the Circuit Court only. NOTICE OF COMMENCEMENT Pennit Number: Tax Folio No. 35-.25-21-0150-01500-0010 The undersigned hereby gives notice that Improvements will be made to certain real property, and in accordance with Section 713A3 of the Florida Statutes, the following information is provided to the NOTICE OF COMMENCEMENT. 1. Legal Description of property (street address required): 8075 BROAD POINTE DRIVE ZEPHYRHILLS FL 33540 ZEPHYR LAKES SUBDIVISION PHASE 2D PB 82 PG 062 BLOCK 15 LOT I 1 General description of improvements: INSTALL SCREEN ROOM ON EXISTING SLAB 3., Owner Ntune: J&HN Owner Address: 8075 BROAD POINTE DRIVE ZEPHYRHILLS FL 3354 3b. Owner's interest in site: OWNER 3c. Fee Simple Title holder (of other than owner) N/A Address: 4. Contractor Name: ANDERSONALUMINUM Address: 6214 W. LINEBALIGH 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(l)(a)7, Florida Statutes. Name: Address: Phone Number: 8. In addition to himself, Owner designates the followingpersonto receive a cop- Y-6f-the EiFrxbir'"TNotice as provided in Section— - 713,13(l)(b), Florida Statutes. Name: 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 TOO WNM, ANY PAYMENTS MADE BY THE OWNER AFTER 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 BE Rmottogn AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. AF YOU T OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDIFN OUR UR F COMMENCEMENT.NT. 4,�: Si tune of Owner ;r Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager OWNER, - Signatory's Title/Oflice STATE OF FLORIDA - COUNTY OF HILLSBOROUGH M The lbregiong mistrument acknowledge before me this day of LXA 20_ Z/ by J61,lo-, PoTklac!,,, iu; as Per a onally known _ OR Produced Identification Type of Identification Producedr-WrAo, 4;*fg-, Silmr! - Notary Public Under coal es 0 ury, I I I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Under'INRY MARYJANE WHITE Notary Public State of Florida Siign oil Signa Com# HH023636' of say bou4 must 5b tit hmi at the tone of—rdiam of this NofiofCasiti—sixime Expires 7/26/2024 Updsted 29NOV2012 _` Jnkl_— "Ibm, LU < C5 L Oil: 0 z 0 U2 C) CC 1Z I-- X (0 Lu Z L __j :Z < -J f 13 fD < U 813-780-0020 City of Zephyrhills Permit Application Building Department Date Received Phone Contact for &Permittin It" 'p ::T tea 7r P Owner's Name 2zs Owner Phone Number Owner's Address Owner Phone Number Owner Phone Number NUMBER mi, Fee Simple Titleholder Address I JOB ADDRESS LOT# SUBDIVISION PARCELID#' 2 iC, ( S-0 - To WORK PROPOSED El NEW CONSTR INSTALL ADD/ALT REPAIR SIGN DEMOLISH PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK on e;& S44-IS BUILDING SIZE SO FOOTAGE = HEIGHT EE= 100MEEM [own= wowm�� VALUATION OF TOTAL CONSTRUCTION AMP SERVICE PROGRESS ENERGY W.R.E.C. <1 VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS F ----------- FLOOD ZONE AREA =YES NO BUILDER COMPANY F CtZy 501A.) SIGNATURE REGISTERED --]:]Y f N�FEE C�URRVI Address License # ELECTRICIAN COMPANY E SIGNATURE REGISTERED :Y / N FEE C�URREN Address License # PLUMBER COMPANY E SIGNATURE REGISTERED YIN FEE CUR�REN Address License #E===== MECHANICAL COMPANY E SIGNATURE REGISTERED ;;;N�FEE �CURREN Address License # OTHER COMPANY E SIGNATURE E=== REGISTERED Y f N FEE CUR�RENY/ N�� r---------------------------------------------------------- Address License #E==== III If III I I I I III I go I If I I IN I IN I I I Ile III I I I I If I I I I I 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/ Slit 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) workingdays after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Slit 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'Tequlred for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Cornmencenhent is required, (AIC upgrades over $7500) Agent (for the contractor) or Power of Attorney , (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Serviod Upgrades A/C Fences (Plot/Survey/Footage) msmlm�� POOL ENCLOSURES SCREED ROOMS GLASS & VINYL ROOMS CARPORTS CONCRETE FOUNDATIONS 6214 W, LINEBAUGH p CITY, STATEandZIP CODE 4-4 . 13 PHONE 7 1-15 - . 5a COLOR SCREEN C% e., $ PAR! COLOR GUTTER— C KICK PLATE ti r Family Owned & Operated For Over 30 Years. PROPOSAL NO. JOB NAME t& A JOBLOCATION PLANS QUALITY r AFFORDABLEAT PRICES 4 SHEETNO. 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 MADE BY YOU UNDER THIS CONTRACT WILL BE RETURNED WITHIN 10 DAYS AFTER YOU GIVE WRITTEN NOTICE TO THE COMPANY OF YOUR CANCELLATION. IF YOU CHOOSE TO CANCEL AFTER THE THREE DAY RECISION PERIOD YOU WILL BE RESPONSIBLE FOR ANY EXPENSES INCURRED BY THE COMPANY. THIS WILL INCLUDE BUT IS NOT LIMITED TO SALES COMMISSIONS AND PERMIT/ENGINEERING EXPENSES. P VrOP05C hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: dollars Payment to b ad as follows: _ t NEWS WIN '1111-11TIM =10- MMITOWS PCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications Contact Us BCIS Site Map Links Search dProduct Approval b r 4# USER: Public User Product Ap I Menu > Product or k1p ,ation Search, > 8p ic --ei—st > Application Detail �pj.q� __ -pL — -- -P-L-A: FL # FL15491-R5 Application Type Revision ; j Code Version 2020 AIJ "v(-- V Application Status Approved RE N ATI Comments V "'N It Archived Product Manufacturer Structall Building Systems, Inc, Address/Phone/Email 350 Burbank Rd. k 0 UL Oldsmar, FL 34677 (813) 855-2627 info@structall.com , PLAN EXAI 74 Authorized Signature Frank Bennardo fra n k@eng 1 neeri ngex press. corn 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. Bennardo, P.E. 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. Lonnos, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code ELL54�91R CDIINDERPdf 5AA _nd p —rd _Year_ ASTM E72 1998 ASTM E72 2005 ASTM E84 1991 Florida Licensed Professional Engineer or Architect FL15491 R5 E Aiv EQULIV&df La Product Approval Method Method I Option D Date Submitted 08/05/2020 Date Validated 08/12/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 3171",MW FL Model, Number or Name 15491.1 Snap-N-Lock Panel Limits of Use Approved for use in HVHZ, Yes Approved for use outside HVHZYes Impact Resistant. No Design Pressure. +99/-99 Other: See installation instructions for maximum ultimate and allowable pressures. See installation for panel limitations & spans. Description EPS Foam Core Composite Panel, 3", 4" & 6" with Aluminum or Steel Skins Installation Instructions fl-15491 R5 II DWG.pff Verified By: Frank L. Bennardo, P.E. PE-0046549 Created by Independent Third Party: Yes Evaluation Reports EJL_15491R5 AE _LVAL.p Af Created by Independent Third Party: Yes Contact Us :; 2601 Blair Stone Raad, Tallahassee FL 32399 Zhone'. 850-487-1824 The State of Florida is an AA/EEO employer, Copyr ight 2007-2013 State of Florida.:: Privacy Statement :: 2Accessithlity Statement :: EefurL 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(l), 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 bere Product Approval Accepts: MWMEdm Credit Card Safe 13CIS Home Log In j User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us 6CIS Site Map Links Search Product Approval d.bpr (10 USER: Public User Product ApprovalMenu> Efrocluct a-r—Application Ls—earch , Application List Refine Search Code Version 2020 FL.# 15491 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications _T T EL—# I lyag 11 MAMU_fAC_tur-r Validated By I 5t@tu—s _FL15491-R5 1 Revisions Structall Building Systems, Inc. 1 Keith E. Lorinos, PE G Approved History j Category: Roofing (561) 247-0135 Subcategory. Metal Roofing Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Corr cat Us Ilene s e FL 32399 Fjong_§50-_487-_1j24 The State of Florida is an AA/EEO employer. Qp-YLlg Lrivacy_$Iatement :: Accessibility t 5t_ 4L em :: Egfu _i�itement _tn_ _ndt__$ 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 Linder Chapter 455, F.S., please click here . Product Approval Accepts: MWIMEdE Credit Card safe FC E1 141"00""T . . . . . .... . . . . ...... BOUNDARY & AS -BUILT SURVEY DESCRIPTION: (AS FURNISHED) LOT 1, BLOCK 15, ZEPHYR LAKES SUBDIVISION PHASE 2D AS RECORDED IN PLAT BOOK 82, PAGE(S) 62-64, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. Curve Table Length Radius Oelto Chord Chord Gt 43.41` -;Z-- 7io.ow ;-9`3—,ir -i- — --;,z—swwE _;_ 'SS. —,v C2 5V 59&OV -1ZW 7rW.rw se,,q, C3 935 3500 -78-39-30 7110 31 W 3W x 30PROAD po 1�9/ Z`EP40f PRIV IN 7-E W"A AKS IN RIGHT LE2,SU801VIS1119i" it 0.92' 17 WOO 1 4-44! N 815 48 W W. 9V X P1A, ? � ill!Ay SOCK 628, 4A PHASE PAGE 37 RIGHT Of WAY 1 30 C3 w4wAWk"a WIXT 2C4 0 15 30 lAki CU C3 R PRC PRIVA ZEPP4C116L, PLAT' NOTE& TIONS AND DISTANCES HAVE BEEN FTEL* 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED. 5. BUILDING TIES SHOWN HEREON ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. 6, ELEVATIONS SHOWN HEREON ARE BASED ON NGS BENCHMARK V66Z ELEVATION 107.53 NAVO 1988 DATUM , 41 ft"Aft-Ift, 11111 �! . 4 RIWT OF WAY LINE DPAINAGE FLOW EMSTING ELEVATION AA AIR CONDITIONER EE21 CONCRETE COW OONCRETE BLOCK WALL CP CNA CORNER NOT ACCESSIBLE 001,113RETE PAD —Py �1� NO VCIMANCE RATE MAP 0 ON UCENSW OUSINESS LICENSED "VEYOR 0"E ORAINAW_ & UTILITY EASEMENT DE DRAWA ENTEASEMENT UTILITY EASEM NAVO ROM AMLWM VE"CAL DATUM 2111M I r- - Lor 2 &L OCK 7 5 :XT NAL AND DtSC LB 06303 SET,& RON ROD No CAP F%M NAIL ANO OISC LB 06303 0 IRON ROD AND CAP F L�M (P) 08342' PER PLAT N MEA*lJRED O/S OFFSET PC POINT OF ClAVATift POO POINT OF COMPOUND QAVE POP Pi PERMANENT POINT PONT PK ,NATI Of TION W% PARKER XALON POO PONT ON CUR14E POL POINT ON LINE PRO PONT OF REVERSE MMATURE PRIM PERMANENT REFENENCE MONWMENT PSM PROTOONAL SM&NIOR AND MAPPER 1Y CERTIFY, T THIS SURVEY, SUBJECT TO THE SUR S N076 THACONTAINED HSEON MEETS THE A 'MINIMUM TEX=J. NDARDS- SET F&%9WYZTHE FLORICA OF PSTAROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5JL-17, FLORIDA &41jMSArATVUE' PURSUANT TO CHAPTER 471027, Digmilry aNned by James W Women ON'C-US, Olt-HS, 0-Ameocan Surveying & Mapping fric" CN-Jarnea W. ftkiirben, E-40leffleriQatunweponine cam 11606W I am the anitrow of this document FOR Location: Oriondo Tw DoW 2021-04-15 1L36.07 no JAMES W. BOLEMAN PSMf6485 INS BOUNDARY & AS—GULT SURVE , A S NOT VALID WITHOUT THE AUTHENTIC ELECTRONIC SGINTURE AND THE A41 TIC 4ECIR010C SM OF A FLORIDA sm-a s ?te a N ' 'Mww„o Aluminum & Construction Engineering *Plan Types: creen Room []Sun Room r-"Fill In Li Pool Screen/Cag (Non -Removable n -® Designed to wbstand adual Wind Speed) Car Port 1:1 Patio Cover E]Other.- WContractor .' *Address-6214 W. LINEBAUGH AVE *City: TAMPA *Zip Code: • 25 •.813-968-6685 anderson.aluminum@verizon.net .. one: ,# p• single PDF Each :._ Separate FedEx option :+ to www.aluminumscreendmian.com and provide daccount *m6nt.DCheck R] Credit Card* *(For Credita option towww.aluminum.screendesitril.compay by credit En&eering prepared by: Thompson, Engineer. Michael 0# 4401 Vineland Road- Suite A6 Orlando, FL 32811 M n i " - In, fgg DESIGc s x- ,.- �• on iinRoof Type: Insulated Pan Roof -]4th Wall Riser Roof Con I OGutter ;cla RjBlock Well [:]conventional wall [_ Front Wall: Uprights 2 3 plate 2 X3 Bottom plate 1 X2 Chair Rail 2 X2 ' Uprights a is plate Bottom 3s Kick Plate Roof :.. []Dome Gablefit! ShedVSlope Roof * # to: El PJser Roof Beam: seams x Uprights —X Purlin X Chair Rail X Front Wall: Beams x Uprights Beams X Uprights •• a. ail x Kick Plate 0 Roof Type: El Insulated [I Pan Roof Connecting Beams X Post X— •:. Other. ---- Roof E . • + �; Note: i - & ati r. 1w • • r ,= is s r 1 a i •'i s say the plans and the general notesand design standard. ! .I Er, n e e n General Notes (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. Florida Building Code 2020 (7' Edition) Aluminum Design Manual 2020 ASCE 7-16 poign) ®ads° 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. kgaip.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 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 A,, V M i N tJ M S C D NEI . ..... ................. AS DA E 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 ASW 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 colurnn base, secure with 1/4" tapeons 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" 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 3/4" 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 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 A 1� kJ_\R&A, P� E` N 6- Hole Alignment: Poormatching 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 &_Lprights, 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 \J PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS Beam -Size Max Beam Span & Max Column §2Lein �Column-Size Max Column -Height Pan Roof Span Insulated Roof Span 2 X 3 ,� 61-0tv 2 X 3 81-01f 3" Spans 13'-6" 3" Spans 15'-0" 6" Spans 20'-0" 2 X 4 81-6" 2 X 4 8t-611 2 x 5 10'-011 2 x 5 99_011 2 X 6 IT-O" 2 X 6 101-011 Knee BrgEiM 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 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. Ed Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. Vinyl tefflmnKerELd 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 DS-2"021 COPYRIght 199540 Wilson Softwom Corp. To obtain a copy of this program call 1-941-400-0470 EMIR 92 (--JKJ VI ho yr- V MMU M� M 144�� ZVI ?n the event Of 8 cOnlist in member sizes shown on the plans and the general notes, the contractor must utilize the more stringent member size requirements, t:'- jnoer� Michael Thompson, RE 47509!CA30930 ng' a f t INSULATED ROOF WITH #10 s FROM i O.C. i !• korlo ii#' ►t . i:5i i f wass'Zl 3 " C CHANNEL IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS i •! IMMEM BMW WI CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER: [;LIND SCREWED 4 • ' r• . r i t • { t i ti • • r ALLOYDESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, 600 ALL sCONCRETE 4 i O.C.ENDS 24" E . t 711 M !' f ! !! i s •! i i THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020 (7TH EDITION) •