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WS-05-22-1120Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-05-22-1120 Permit Type: Windows/Shutters Work Clossification: Window/Door Replacement Permit5tatus: Approved Issue Date:06/09/2022 Expiration:12/06/2022 Location Address Parcel Number 443 NE 103RD ST, Miami Shores, FL 33138 1122310150160 Contacts IVORLEE ILES Owner HOME OWNER Contractor 443 NE 103 ST, MIAMI SHORES, FL 331382456 HOME OWNER Business: 9546517821 evieliles@gmail.com Mobile: 7862697395 Inspection Re nests: Description: (9 WINDOWS) Valuation: $ 15,000.00 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $9.00 DBPR Fee $2.85 DCA Fee $2.00 Education Surcharge $3.00 Scanning Fee $12.00 Technology Fee $4.75 Windows/Shutters Fee $140.00 Total: $223.60 Payments Date Paid Amt Paid Total Fees $223.60 Credit Card 05/03/2022 $50.00 Credit Card 05/03/2022 $50.00 Credit Card 05/05/2022 $50.00 Credit Card 06/09/2022 $173.60 Amount Due: $-100.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and. in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required ECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that I athe foregoing information is accurate and that all work will be done in compliance with all applicable laws requlatinq construction -and zoning: thermore, I authorize the above named contractor to do the work stated. / Applicant / Contractor I Agent June 09, 2022 Date Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax:(305) 756-8972 INSPECTION LINE PHONE NUMBER: (305)162A449 BUILDING PERMIT APPLICATION BUILDING ELECTRIC ROOFING FrBC 20 Master Permit N�YV�r"`/U 7 Sub Permit No. EA-os-�2z- 1131 REVISION ❑ EXTENSION ❑RENEAWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRFSS: 443 NE 103rd St City Miami Shores County' Miami Dade Zip: Folio/P2rcel#:11-2231-015-0160 Is the Building Historically Designated: Yes NO X Occupancy Type: a�Wentl# Load: Construction Type: Flood Zone: BEE: FEE: OWNER: Name (Fee Simplelitleholder):IVOrlee Iles Phone#: 954 6517821 eaa.e«.443 NE 103rd St city: Miami Shores State: FL 7ip: 33138 Tenant/Lessee Name: N/A Phone#: N/A Email: EvieLlles@gmail.com CONTRACrOR: Company Name: None Address: City: State: Qualifier Name: Phone State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: None Phone State: Zip: Value of Work for this Permit: $15000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ■❑ Repair/Replace Specify color of co o; thru Ole: Submittal Fee S Permit Fee S Scanning Fee $ Radon Fee $ recl.g..loa: Fee $ TralMng!cd�•catl••n Fee $ Structural Review:. $ (Revised02/24/2014) ❑ Demolition CCF S CO/CC $ DSPR$ Notary: Double Feet DiInV $ TOTAL FEE NOW DUE $ 1`13.bo Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) ` C""Y Mortgage Lender's Address PB BOX 30597 Mac city Los Angeles state CA Zip 90030-9057 Application Is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certfR, that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A 11 ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certifled copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the bsenre of such posted notice the inspection will not be approv ed and a reinspect�on a will be charged. _. . I,,-- 717110 � The foregoing instrument was acknowledged before me this 3dayof20 z2 . by EVI'e- 15 tt who is personally known to me or who has rL J>r'l V e- 3 L,'c as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: k/ Je� !l!Ij� rN--- nnB"18e `�4; .. •....Li Seal: Comm.:HH222410 R Expires: Jan. 31, 2026 Notary Public - State of Florida / r46 0-C/6014RACTOR The foregoing instrument was acknowledged before me this -? day of20Zz .by CVre /5 Les/5 Le s who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: ( /C�__ c/cIto Print: V I' I �"i.'�ms+�,--�rhi Jenne Yoe Seal: =_°. ` Comm.:HH 222410 _•;� Expires: Jan. 31,2026 Notary Public • State of Florida ssssssssassssssasa.......... ssassssaasssees esen eaeaaaeees_e__ssssessss:aassssssssaaaaassssssssaae_ssss APPROVED BY Wcq'A' Plans Examiner Zoning Structural Review Clerk (Revi5ed02/24/2014) OWNER BUILDER DISCLOSURE STATEMENT NAME: Ivorlee Iles Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 9-22-2021 ADDRESS: 443 NE 103rd St. Miami Shores FL 33138 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.303(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; 1 further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied fora permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. it may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he r she is rea�orisible for the construction and is not hiring a licensed contractor to assume responsibility. �� 3. 1 understand that, as an owner builder, I am the responsible parry of record on a permit. I unders d that ay protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of on n ame. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on per a n cts. Initial 4. 1 understand that I may build or Improve a one family or two-family residence or a farm outbui g. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. 1 may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease icf violates the exemption, 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons wqr. rer. my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by itor municipal ordinance. 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously Implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may b held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working y property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and a re of the limits of my insurance coverage for injuries to workers on my property. 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed cdntractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal Income tax and social secur' y contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I un tand that my fall ure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity will abide II applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial lo. I understand that I may obtain more information regarding my obligations as an employer from the ternal Reve Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact t F ida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbprlpro/cilbAndex.htmi Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understa s that m the party legally and financially responsible for the proposed construction activity at the following address. 443 NE 103rd St Miami Shores FL 33138 Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any o he in n that 1 have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. if you contract with a per who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, If an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 13 day of 20 2-2— Produced who was personally known to me or who has or �iti/G�S LL C identification. NOTARY AYlPVr''' Vivienneyao :; •.r+� Comm.:HH222410 r Expires: Jan. 31, 2026 ''0„t° Notary Public -State of Florida Miami Shores Village Building Department 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection repuirements for; Windows, Doer cUylight-s n. FixeA f 1��� (,-!adding) Po.. jffs Y� Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) t<ie rciiiut i 0i Ci Or giiaWici 'ueaiiiig ills signaiiire vri d-Le liciiilit applii:ailvii DIM" nviiic by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. inspector will also verify anchor type, edge distance, embedment and spacing, ne purpose for this inspection, is for the verification of conformance with Product Approval (NOA). rte Print Name 203.2o N 21'-5f L.%' E Ravia.t- tlN4 -. ca,•7ex OF lar-f 7 �� k �. N•fJyyo%'E , I� f88.17 � 2rv�f-- la.q,� •n i. - 'u To cetgt:K 6+Rs6g windows 7 X 38 1/8 112 1/4 X 38 1/8 & 37X38 1/8 ach window is separated by 4x4 steel beam II measurements are in Inches. CA & Zones on next page W \7 I A(>�VE ury;c (mo =7 .1° JLfe s �7 . o .... `07 5 ?any -� r�4' `vt .. . ..... 14 •..• �1. h �d .....' i ,,E o . . windows 475 c6y. � •p •• • •••• 8ZX•+l�110 314 X 74 & 37X74 & 110 3/4 X74 462MiA6 •''� - ...�a• 3 Windows Each window Is separated by 4x4 steel beam �•~ 37x74 & 84 3/8 X 74 & 37,x74- All measurements are In Inches. Each window is separated by 4x4 steel beam NOA & Zones on next page Qfcl` , All measurements are In Inches. NOA & Zones on next page aD c.fu � w a 0. � ✓:Fr.F 20•� PA�ko-�..`% Ax J DECEIVED l BY: S—OS;`22—'l U Miami Shores Village B ilding Depart ant CITY Zoniny Dept. Dat Building Dept. Dafg OPY Subject to compliance all Fed r State and County rules and regulations. Permit# Back (North) facing window t f I/ j r/ f-L3`131i.1 37 X 38 - "'G 00 >Zone 5 43/57 _ M 300 >30 ft^2 Zone 5 41153 % if ,qr 4 37319.1 X Zone 5 43/57 Front (south) facing window -44ft^ Zone 5 38/50 -19ft^2 ` Zone 5 38/50 FL37s-19•/ a � `'' •�': ..sue.. Zl— ... : - ... ... • 1 . G L 19ft^2 Zone 5 38/50 Side fence (West) facing windows C�� C c\ 10 // X ---, q /I f Y r/y a Ni LC 57ft^2 [ION �7y FLsj.IZone5 -57ft 2 MG'LOO l 36/45 Zone 5 36/45 'j `� - 1 � -19ft^2 N1G4o0 ���R• Zone 5 38/50 �t,� Page I Of 2 NOTE: PAGIi'l OF 2 IS NOT COMPLETE WITHOUT PAGE 2 OF 2 WITH CORRESPONDING SURVEY --Is 13 14 I 15 e e i lit 20 /V ,y .., -------- iP S 14'' cffuso? �crT►o�r �rc�jrrr,�N,1.�.j This property diyGcrihed AS: Trot 16, MIT?POP TAPE SIIRPTVTSTON, accordi-tc to the Plat thereof, As r=corded in plat Root 5f; r Pone 15 of i,he Public Records of t .. . 0 .. .... It 10 It It 0 ..... .... .... . . it .. a..• . a .. .. .. .. .. .• ... • .. •a • BOUNDARY C1R1�y, • e ... R Mrd'dirror , a . t. ste 9yyrryysg oAwait to bMinimum 5urve>:nA• to nkahlaMerd�lEr 4rM b Ne Bute of ilwl eL QwITrE in Rubs SY17,(Flor14a AOminisVaOve Co4•).ss sompled by the (iepanment •r Agriculture and C---1 Services. e•er4 of Prelessloml Surveyors site Mappers to sepbmber,19E1.» ameMe 1, pursuant to Clupter 472.027 eider FWest su utse.a, W Is V. •'d"pried b the best of my kr,o•M•0ge ate belief. ELORDA/ iRKE/6510NAL— EVRVETONaM YIVPER aEWSTRATKIN NO. %�.L PROPERTY OF: Hodge, Hilda F., 443 N.F. 103rd Street, Miami Shores, Florida O7V�W OUf,Eawk7u� A BOUNDARY SURVEY. 33138 Arm 714E ORw»,u'LuSEp auEa I nereby Lemry tM, the wr repro. LANNI'S AND GARC'IA. INC. aLMOALICENSE0S11YYEyORA y»Ired hneon . the mrrN. MAPPER LIt. 9 2098 Ischmeal YYial,O1 fel fc,tl, by tNe epa,E of L= keremcs m dupe. 67G77�5-s,_+YS PROFESSIONAL SURVEYING AND MAPPING Flores Abnaw,aoee Cries, PYrsMYN ro I—*LANNES 8 GARCIA, INC Selvon 47LOD. FIe. Salutes. There ere m 1 Le. 02098 ertaosshnems, oedept, emernenn FRANCISCOF. FAJARDO PSM 04767(OUALIFIEP) Appeemq on the M. oR,er than »t5111hambra Circb.SWIe K, Coral Gables, Florida 33/34 shoV„ hereto '— PH (305) a 7909 FAX (305) 442-2530 ��� IWElesuarda�vahoo ti .w..n•.An..,..eawyo% i IFIELD DATE SCALE 7 DRAWN BY DIiW(;. NO Wv /s/�7/MDo a 13. / n : ''20 L IZ • 127407 -_ c13 RECERTIFIED,(FIELD WORK COMUET�ED)ICERTIFIED TO, NAME & 2 770 FLOOD INFORMATION RFVISF.D. Miami -Dade County Wind Load Chart for Openings Based on ASCE 7-16 for Detached One- and Two -Family Dwellings and Multiple Single -Family Dwellings (Townhouses) with mean roof height <. 30 feet 175 mph (3-second gust) !Exposure C7 Kr 85,1 Pressures in PSF ; ASD These tables are to be used only for one- and two-family detached dwellings and multiple single-family dwellings (townhouses) with a mean root height of 30 feet or less. They are to be used for replacement windows These tables can be used for French doors, sliding glass doors, solid doors, and for sectional (overhead) garage doors. They may not be used for roll -up doors due to catenary forces acting on the supports that must ba checked The pressures are provided in pounds per square foot (pst) for allowable stress design (ASD) A positive t') pressure acts towards the structure; negative pressure (-) acts away from the structure (suction) The width of zone 5 is the'a' distance; it is either 10% of the least horizontal dimension of the structure -or. 0.4 times the mean roof height, but not less than 4% of the least horizontal distance -or- 3 feet. It is measured from the corner of the structure Note that 3-feet is not the default value. it is the minimum width. �. /// To determine the least horizontal dimension, inscribe a box around the entire structure and use the smallest dimension of the resulting rectangle. Windows The effective wind area of a window is based on the size of a single pane of glass. Likewise, a sliding glass door or French door would use the size of one of the leaves, not the size of the opening, Garage Doors The wind area of a sectional door is based on the size of a single panal, usually no more than 24" deep, and the width of the door - Dual Pressure Zones A common placement for a garage door is near a comer of a residence, which would put a portion of the door in zone 5, leaving the remainder in zone 4. You can select the door based on the zone 5 pressure, or you may use a weighted average. For example, if you have a 10-ft wide door and 2-ft are in zone 5, the zone 5 suction is -50 and the zone 4 suction is -42: ((2 x 50) + (10-2) x 42)y 10 = (100 + 336}I10 = 436110 = -43.6 psi. (Round up to -44 psf) It a window is placed in zone 4 and zone 5, use the zone 5 pressure. A.e (W) 15 ft Mean Roof Height 20 ft Mean Roof Height I 125 ft Mean Roof height j 30 ft Mean Roof Height Zone 4 1 Zone 5 Zone 4 ' Zone 5 1 Zone 4 1 Zone 5 Zone 4 Zoe 5 + + _ i + _ + 1 _ 1 + + a -(-- + 10 40 43 40 54 43 46 43 57 1 45 48 45 60 46 50 46 62 20 38_j 42 38 S0 41 44 ; 41 153 1 43 1 46 1 43 56 44 48 44 58 50 36 39 35 45 38 42 38 48 1 40 ' 44 40 1 50 42 45 42 52 100 500 34 1 30 37 33 34 1 30 12 331 1 36 32 40 1 35 1 36 1 32 i 44 1 35 1 38 1 33 1 42 1 37 38 33 46 97 39 u. 43 7p 1 39 I ac I 48 en Wind analysis per MecaWind Pro V2335 IW2021 Flodda Building Code Online usiness & Professional Regulation CIS Han. Log M User Reglabetlon Ha Topia Sub.¢ Surdiarge Stets a Farts PUMicatlons • canted Us 1106 Ste Map U." Search (7nda p Product approval t 1KBl: Publk tker ,. �wehr•IMahu>p>Amllotlon Llq>applimtion pctail ��.�� `� FIL i< FL37319 Application Type New Code Version 2020 Application Status Validated - Comments _ Archived Product Manufacturer Mr-Gla$S Deers is windows Manufictunng, LLC Address/Phone/Email 8051 NW 79trh Place Medley, FL 33166 (305) 470-8284 ullsesillimrglasswindows.com Authorized Signature Ulises Senaris ulises@mrgla sswi ndows.cem Technical Representative Augusto Arias Address/Phone/Email 8120 NW 84th St .+•• Medley, FL 33166 •••• •••••• (305) 47111-8784 .. . ,.. aerlas@mrglasswlndows.com • �• Quality Assurance Representative + • • , •„• ••• Address/Phone/Email Category Windows • • • • ...... Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered ArcliL or altceasA Florida Professional Engineer • , • • , Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Jalal Famoq Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By JAVAD AHMAD PE, INC. Validation Checidist - Hardcepy Received Certificate of Independence FL37319 KQ COI 55 - Certificate of I d nendence pdf Referenced Standard and year (of Standard) Standard Y= TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code hftps:it::xv.8crdabuilding.oryfpripr app_d5.aspx7pa,am=:r �vt,^.a;DquC8843VyFH-ic�Ct9gd3VMoe75KYLYib75ddE%2b65'Viuw%3d%3d 112 IIM/2021 Florida Building Code Online Product Approval Method Date Submitted Date Validated Summary of Products Method 1 Option D 01/27/2021 01/27/2021 PL • Model, Number or Mama Description 37319.1 MRG-4DD Aluminum Fixed Window Large missile Impact resistant aluminum flied window. Limits of tise Installation Inahuetlons Approved for use In HVHZ: Yes FL37319 RO 11 SS - MG40D ED(ED fLM7LDWG 21-02E (022 Ol.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: ]alai Farooq PE E81223 Design Pressure: +100/-100 Created by Independent Third Party: Yes Other. See drawings 21-02F for span vs load combination and !valuation Reports Installation details. FL37319 RO AE SS - MG400 FIXED (LMIi - PAE 2020 Ddf Created by Independent Third Party: Yes Smut' The State of Florida Is an M/ECI mpluyer Ronda low, mall addresses are p&fic rewds. yyou do not want your e-mail address released In response to a WbllCmetnds request do not send dedrpnlc Me entity. Instead, mnteG the Woo by phoneW by "dtbml mall. It you have arty questions. Please mould 850.487.1395. •Pursuerrt to Section 455275(1), p:totas, 9AedNa Odober 1, 2012, 11 . Ikemed under CIapter 455, F.S. must provide are Dgnrbnsee wllh an mall address If they have one The mails d may pa used for oflldai mrrmrsntltatlon weh vie llcamoe. flowerer me ll omrses are palate remM. yyou ao rot wish W supply a personal address, please the Department MN an email Insidee w dh can be made i.We to the ppdic To drtemsm r you area It.. under Chapter 455, F.S., please dick DG. Proroduct MosaYd A,cQyb: ®®ANE]® Credit Card Safe Y 00.00 • • •• ease as • •• https:IAvww.fladdebuliding.org/prlpr app_del.aspx7parem=wGEVXQwtDquCO843VMHTZKdTO9gd3VMw7SKYLYlb75ddE%2b69NAUW%3d%3d 212 NN AL-FAROOQ CORPORATION UsCONSULTING ENGINEERS & PRODUCT DEVELOPMENT August 5, 2020 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr -Glass Doors & Windows Manufacturing LLC. Series MG-300 Aluminum Horizontal Sliding Window (L.M.i. and S.M.i.) Certificate of independence To whom it may concern, As the design engineer retained by Mr -Glass Doors & Windows Manufacturing LLC. on the product referenced above, I do hereby declare that I do not have and will not have anyfinancial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, IIIIII// L FA/ZOO., �tCENSF No. al T ' i" C � "'<oR�o %/,, ONAL E ,0 Sealed: 8/5/2020 Jalal Farooq, P.E. CFO 9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooa mafcene.com %% AL-FAROOQ CORPORATION UsCONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 • METHOD 1 OPTION D FL 37319 Date:01,/15/2021 Detailed Product Description: Manufacturer: MR -GLASS DOORS & WINDOWS MANUFACTURING LLC. Manufacturer Address: 8051 NW 79th PLACE, MEDLEY. FL 33166 Model Name: SERIES MRG-400 ALUMINUM FIXED WINDOW ma.IMum Load-++nn PSF, -100 PSF (Large Missile Impact) installation Drawings # 21-02F Tuis pr0uu[t Cu�TiN ies with uie HighVelocity Hurricane Zone (HVHZ) testing requirements. For maximum sizes. combination of span vs loads and anchor type refer to installation drawings. Comparative analvsis used v yes No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test Sealed by DATE REPORT# ASTM E283 Air Infiltration Fenestration Testing 01/24/21)17 FTL-9147 Idalmis Ortega, P.E. Leakage Laboratory, Inc. ASTM E331 OR ASTM Water Fenestration Testing 01/24/2017 FTL-9147 Idalmis Ortega, P.E. 547 & TAS 202 Penetration Laboratory, Inc ASTM E330 Uniform Static Fenestration Testing 01/24/2017 FTL-9147 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test Sealed by DATE REPORT# FBC 1626.2 Large Missile Fenestration Testing 01/24/2017 FTL-9147 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory, Inc. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: �r Jalal Farooq PE#81223 2ell� FSs�N tii AI-Farooq Corporation EB # 3538 Sealed: 1/26/2021 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 I www.afceflgxom I alfar000@afceng.com %% AL-FAROOQ CORPORATION UsCONSULTING ENGINEERS & PRODUCT DEVELOPMENT Auqust 11, 2020 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 To whom it may concern, As the design engineer retained to prepare the product approval(s) associated with this letter as shown below on this same web page, i do hereby declare that i do not have and will not have any financial interest in any company manufacturing or distributing the referenced product(s), nor do I have or will have any financial interest with any other entity involved in the approval process of the referenced product(s). Sincerely, "%"n IFA r ,, / No 8 (C '.F(ORIDP.'G\� SS�ONAL EN Sealed 8-11-2020 Jalal Farooq_, P.E. CFO 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcenc.com I alfarooaraafcena.com 4B' W1no9w WDTH—^ u 1/K- �� A D—i. 6' MAID. KERD SILL I I. S � LL `Y i� n n i FALSE MUMrKS/ (SURFACE APPIIf01 A MAY BE USED MAX. HEAD/SILL SERIES MRG-400 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE BYSIEM, WwDOVI N1DIH u 1/e- O.L. OPG. e TYPICAL FLEMOONS (TESTED UNRS) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOIREMENTS OF THE 2020 (7TH COST FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IV OR 2BY WOOD BUCKS W BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND WVALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCNRE. ANCHORS SHALL BE CMRDSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MMUF'S INSTRUCTIONS, SPECIFIED EMBEDMENT 70 BASE MLff.RLLL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF MCHOR$ INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE, MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METN. SCREWS, THAT COME INTO CONTACT WITH GINER DISSIMILAR MATERM.S SHALL MEET THE REQUIREMENTS OF THE 2020 RORIDA BLDD. CODE h ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION .OR A SOE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEOUACY OF STRUCNRE RECEEANG THIS PRODUCT AND $EKING MOUNO OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDTIONS NOT SHO'KN IN THIS DRAWING ARE TO BE ANALYZED $EPAMTELY, AND TO BE REVIEWED BY BUILDING OFFICML. OLSON LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DES" (ASO)'. MANUFACTURER'S LABEL SHA L BE LOCATED ON A READILY Ml1 LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE, LABEUNG TO COMPLY WITH SECTION 1709.9.2. �48—' WIDiK /ticc e3 o THESE WINDOWS ARE ANTED i0R LARGE h SMALL MISSILE IMPACT. SHUTTERS ME NOT HECTORED. Seeded:127/2021 FL #37319 Th1Ap �- NWPYRKr TOR IN R[EPoxP01E�M1E SRERgN HuxLGwEE /,NJJUIIN ��. MO'nYLD R/Sr[ W[S Wr ttvxfE rnOu n[ [p.YIgvEVCLiwtO . ..... i ~.•WLENA6.•i M M CCEw. , e-rn9R[epopu[I N4WiiOx LIXuuLNr mu IF Cp.SCfAED .Grv4i0 + �` � �. t9 �- C- 4'[ SKC✓C CR Swal 0[ vNarl¢D er N rlOeuy 9[45rEN0 dGa[[n MI uLErtcr npr au qmr[ ra [rLw0Dr MwD ILDel1. m1 Tx[ RPwm Am .xD WAi e[ N`Pws�sE rw •L RRORw;-''DD v5E Cr rrv[ Y GD. Eru^rx[fx K RECVND. KrK e5 C[rEN.1L0.!i (] B[A TIMER rD rK IT. EyEMLp .1 .1 TC -U V[IEP ME Srt[�, SCL� sAmnc DAA� ra Aan SS� •• D-TrK P.LD. IIV+1NE CAL d1Y sGt MO s4wTWE a �\/�/111ri11\\� rM VMLSSpW [rLxEW Cr MCd10 iwr KRMED f r;- j 21-02F EOM- " zS oloo to EE o o EIEe bia a = b N E se, =ooab000a000a EEBG E88ESo VIAG�$8 4 pbaoi"E¢EIEEE$8E aabaoaeea m� 80 �� 88e8 8bN 888?888888 851 8a C 8 %888888888o08$0o8e8 88 8c8 88o 88 9 _ S ��,,k:Yb«k«k:P««,wx: r&«,NB: kvk:Nkvt;:&«'G, g a u « R of=iolo to to to to l�Iololo to �olol0 ��8'I�ho"ole l�Ibl�l�la �I�ISI���I�h�h f--i W. 11Hm �—_—�--- r— — 7 D",1 1 Di ._ WWOOW LENGTH_` W LENOiH W. LEHOIH S � E R �2 •. � , � MN001Y LENGTH �m ES O]l ,---, 'w' xLlll ,i N y$t /may10 I t I. _ i�� N I£ N of-oe-m ev vons: MRO E µUMINUM Fl%ED WOW. lMl AL —� a descry o� .—_ ��AL FAROOQ CORPORATION E gel MN_GUSS WAS R WIN YMAIFACIUA}N�•, ��n� ENO NEEw3l�PflOOVLT OEYEiOPMEM roILI 8051 N.W. 7916 Place J"'I 93MSUM E]Ogne 3M11E 4a0 O n py rMp� MMMI FLONIDi1391]3 (G.N. JJJ3J N Medley, FL 33166 FE I Odl aasaaoo J .I �1 �(sNM-_'la'(aosl aezae» r i. (105) veF-)9eJ Fn.. (xa) no -axes �... _ _ __ --COMP-ANL 21-03F-MG I G S .m.. -. STREN'D G1 CONE 9 t 295 1 POINTS ON LRES T 36' ONLY GLASS TYPE 'A' 7/16. OVERALL u . Cuss TEMP. CUSS 1/! NR SPACE 3/16" HUT SIREN'O Gu55 T. f P B InIM%.r tlk. S, i r� LP.I%A�N�.,IM. . 3/16' NUT STREN'0 Ou9S 6 AT 1/A POINTS ALL WE5 GLASS TYPE 'Al 13/16' ME IHSUL. V . OTA55 3/16' HEAT STREN'D GU S Ry 'K.m , N^.r¢a. Inc.' r ]/IS- HFAT STREWD O1 IIMSRICONE DOMSL 795 POINTS ON UTES TM 38' ONLY GI_ASE TYPE In, 7/16- 04P ., GIASS I/6' TE4P. GV56 1/4 NR SPACE 3/16' HEAT STREN'D Ou6S r s.nL,ns,. Bj Nuwrq Amatico. In<.' r3/16" NEAT STREN'D GL S 6 4T 1/. POINTS N STIES • ASS TYPE 'Ei' 13/W OVERALL INSIA, TAN. GUSS 1/4' AIR SPACE [ N IM C SPArcR, 'NEU"' LOW PROFlLE ALUMINUM SPACER BY 'UNGERMANN Guaw AROUND THE PERIMETER OF THE G S. PERIMETER SFAIANT-, SILICONE DOWSIL l91 CE 2000 OR 'DURASFAL' EDGE SEAL SYSTEM EY 'OUANEA' $Baled' 127/2021 FL Na M223 Z 0 E Z °op�82 N �5 �n O w Begs on: $E _ Q M- 3 a o � � ERiO yE�$b'Tan� iO3 a 3 JI V tlmxirg � no� 21 —02F e el A of 7 TIP MKKURS WOOD BUCKS AND METAL STRUCTURE NOT BY 'MR. GLASS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: s¢ FLEV. FDR sPACIw 1/4' DM, ULTRACON4 BY 'DFWLLT (1-16l M. Fy-10 M) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2* MIN. PENETRATION INTO WOOD (HEAD/SILL/JAM85) THRU 1BY BUCKS INTO CONIC, OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) J14 SMS OR SFIF QRIIIINP SCREWS (ORAOE ] CBS) INTO F.B.C. APPROVED MULLIONS OR IWO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN, (6063-T3 MIN.) STEEL: 1/B' THK. MIN. IF, . 36 KSI MIN.) TS IN CCMACI WIM .... TO BE PIAM M PANTED) TYPICAL INTO CONCRETE AND BLOCKS . 1-1/2" MIN. INTO WC(M) STRUCTURE - 1' MIN. INTO METAL STRUCTURE . 3/4' MIN. W000 AT HEAD, SILL OR JAMBS SO . OM MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOLLOW/FIILED BLOCK AT JAMBS f . - 2C X) P51 MIN. NC, 9i22] WDCD BUCK MIf�YANLlbPS FOR BPACRQ -'. O x Sealed: 1272021 rCa'(Sj1�/j9 _FL #373 1 9 ''$gnm1S jC 'ErawingV ro. S/ 21-02F 2B/ WGpp euca �dt i A� srmlenrac a mee dar. �^ z E In O � � o rill i Ingm o --1 qN � 6 �. tim " v e.Y, m-aa rove Dna: _ ` MRC Q0 3LUYINUY FlRDO WDW (LY.I.) AL FAROOQ CORPORATION 4 N_ _ MR-G" DIM @ WWD(A'i WMIFAD)UPoNfi Cxp,RSEwsa Prtooun DEVELOPMEM g38p 3pH5Ef DRIVE 3prtE Zap 8061 N W. 79Ih Place = * p,. JW,p MWML FLOFIp<931]9 (CAN. 913!) N �� Medley, FL 33166 rzuioalae.a oa— FY upmaexaWva �� �I 'rl �+.. er _ l — 2x. (sos) r643963 Fm. (M) nn-e2es — _l _ _ L— CDYP-AHL�21-p2➢=YG gAli n Jio li\unw QL OW vsm as worLa n17_xAx. 03ltli nnnntt OOt �tlnS08 n 19°fl'IM1 °O[M9LIV°9191� /S 9 I(9696 'MYJ) ELLEE VOItlOI�IWVIW 1 _ Nouvaodaoo booavd 7V J� � n N � It A D Vj i 0 Vq Ka Ain IS _ z ;z �Ggo i301tI31.X3 unrJll W%INW h-Z.BNy ,r 1,0I00 1.816 LL=Lll-a�m♦ osx _I �-2.R10 ---- J Q1 WINDOW FRAME j 2.756 LI b0 --1 e 082 _J O0 FLUSH FRMIE A➢APTER �ri!8 .IN .R� I-Loxs s�l .�, GLAZING BEAD .. GLAZING BEAD 1.6A �1 m 4♦ —I .055 SCREW COVER FFLM P.18T 8 OUANlITY 0'. 1 Y -201 ♦ W 2 ] uRc-2t5_ MM 212 ♦ St ♦ FI uR0-m ♦ cl M MR 210 ♦ 01 5 E201 AS REM. 0 8 - AS REM. 51 7 010 R 1' AS REM. fl 8 9 /8 R v AS REM. N , ,/6' V-GROOIE ER♦M WTRRI.IL I WRP./WPPUMM/RE 606J T6 — `RM 5-T5 _ 6060-T8 - 6osJ-m e063-T6 SEALANT: ALL JOINTS Me FRAME CONNECTIONS SEALED WITH SILICONE. eoeeuB CORNERS Sealed: 1127/2021 RRS �x2RR�U iZ - FW ER 6 n Ng�N y�eg T L.. F Na fR2R8 C 21-02F 83/ l A 2xxbuw ♦� 'sn<et 7 d 7 0/15/2020 Flo a Build ng Cc a Online �"'_,.,> _ ,�- ■ ., .:. _.,., -�".. -.�a(�y�'pR Is�laia,'• Mor Home log In User Raylsbatlon Hot Top" Submit Surd arge stab fi Facb Publlco5ons Contact Us UQS Site Map LIMS Search �Producc Approval U b � fiaR: Pubw ka PD d=AooMal Mery > Pmdect or AOMlotlon SeeiN > Apollcatlbn UK > Application Oataii ru FL # 19.20359-113 ( V 1^1 v `/V s `--- Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Mr -Glass Doors l9 Windows Manufacturing, LLC Add �ss/Phone/Emall NW 79th Place Medley, FL 33166 (305)470-8284 uilsesomrg lasswl ndows.com Authorized Signature Dlises Senans •... ,,,�•• ulises(lbmrglasswindows.cont •. ... •.• a.• • •..... Technical Representative • • • ... • Address/Phone/Email •• •, •• Quality Assurance Representative • • • , Address/Phone/Emali •• .. .. •.. Category Windows ' • • Subcategory Horizontal Slider • • • . •,. , • •, Compliance Method Evaluation Report from a Florida Registered Architect or &*Ucerieed Florida Professional Engineer - Evaluation Report - Hardoopy Received Florida Engineer or Architect Name who developed the Jalal Farooq Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone CertiScations, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By JAVAD AHMAD PE, INC. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) 51and= TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code YAW 1994 1994 1994 httpa://Iloridebulli ing.o tip /or app_ U.aspx?param wGEVXOwtDqua%2flMZ8n5CNatyGogDkVRBrIOZz2ETOJYmB HIS MFhO%3 %3 /2 0/15/2020 Flo a Build ng Co a Online Product Approval Method Method 1 Option D Date Submitted 08/05/2020 Dale Validated 08/0512020 Date Pandirg FBC Approval 0011112020 Date Approved 10/13/2020 Summary of Products FL N Model, Number or Name Description 20359.1 Series MG-300 Aluminum Horizontal Large missile Impact resistant aluminum horizontal sliding Sliding Window window. Limns of Use Installation Instructione Approved for use In HVHZ: Yes EL20352 B.3 12 55 - Series M .-30D Alum HR (LtII) DWG Approved for use outside HVHZ: Yes W 16-26 2020.odf Impact Resistant: Yes Verified By: ]alai Farooq PE S 81223 Design Pressure: +901-140 Created by Independent Third Party: Yes Other: See attached drawing W16-26 for span vs. load Evaluation Reports combination and installation details. FL20359 R3 AE SS - Series MG-300 Alum HR (LMI) - RAF 2924.0df Created by Independent Third Party; Yes 20359.2 Series MG-300 Aluminum Horizontal Small missile Impact resistant aluminum horizontal sliding Sliding Window window. Limits of Use Installation Imtructions Approved for use In HVHZ: Yes FL20359 3 II 55 - Series 4-30D pl um HR (91417, DWG Approved for use outside HVHZ: Yes WI6-28 2020.odf Impact Resistant: Yes Verified By: 3alal Farooq PE ;feGIRAI •• Design Pressure: +90/-140 Created by Independent Thir4ftTi yes Other.. See attached drawing W 16-28 for span vs. load Evaluation Reports combination and Installation details. FL20359 R3 AE SS - Series :•'+vlr 2020.ndf •..• • Created by Independent Thing firly Yes iuwa ua n MI Blair Stine sued. FL 323" Phone: 850482-1824a The Sets of Florida tr an AgIEED employer. rawdoM 2002-2033 51nae of Rorlde.:: pdvaw Statement :: Amaaodldfi� Suitanownt ;; pefuM Stalemenf Under Florida Jaw, emoll addrowea are public records V rou do not were roar e-me0 addioes released In rtsponee, to a Wbhc-recoNe request, do not sand ele lc mail to Mls entoy. Brst¢ad, contest tie offl¢ by phone tx by traditional mall. If 1have airy neo3oha, please cone 11.411.195. •Oursuee m Saeon 455.225(1), Florida Statutes, eaecdve 0MIoer 1, 2012, !lcense - licemed under Chapter 455, F.S. moot pmwde the Department with an ¢mall a klmis if May have one. The smalls pmvlded may be used for official communication wth the Dose. Nowevel.9 addRWs are public retard. a you da not wish to apply a personal addross, please provide the Deparbnent with an email addmes which can be made avatable m the Poetic To determine If you are a eoamae under C PRr 455, F.S., please didt Iiei,_. PreduC Approm! Nmpla: rWoo0 Cm(J,: Cnnl Safe Mips://floridabuiiding.o g/p /pr_app_dg.aspx?param wGEVXCNADqua%20MZ8n5CNatyGogDkVRBrIOZz2ETOJYmB 1-116 h1Fh0%3 %3 2/2 %% AL-FAROOQ CORPORATION unCONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 • METHOD 1 OPTION D FL 20359 Date:8/04/_2020 Detailed Product Description: Manufacturer: MR -GLASS DOORS & WINDOWS MANUFACTURING, L.L.C. Manufacturer Address:8051 NW 791' PLACE, MEDLEY, FL33166 Model Name: SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDUW Maximum Load:+90 PSF. -140 PSF (Large Missile Impact) Inswllatlon Dratvings # W'_6-26 This produ.L complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. .... For maximum sizes, combination of span vs loads and anchor type refer to instaIIAtiovWawings:• Comparative analysis used X Yes No ...... Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202r TEST DESCRIPTION TEST LOCATION TEST REPORT TEST • 0. Test DATE REPORT ••' Sealed liq" ASTM E283 I Air Infiltration Fenestration Testing 03/29/2016 ( FfL-885¢ • • Ids knis Ort®ga, 91: Leakage Laboratory, Inc. ...... ASTM E331 Water Fenestration Testing 03/29/2016 FTL-9859 ldaLnls Ortega, P.f. OR ASTM 547 & Penetration Laboratory, Inc. TAS 202 ASTM E330 Uniform Static Air Fenestration Testing 03/29/2016 FTL-9856 Idalmis Orlega,41E. &TAS 202 Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P-E. Laboratory, Inc. Supplemental Tests (Tested In accordance with TAS-201 and TAS-203) TEST DESCRIPTION I TEST LOCATION TEST REPORT I TEST I Test DATE I REPORT# I Sealed by FBC 1626.2 Large Missile Fenestration 03/29/2016 FfL-8856 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Testing Laboratory, Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: I " J`EAg000% SIN tom; Jalal Farooq PE # 81223 AI-Farooq Corporation EB # 3538 ealed: 8/5/2020 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T:305.264.8100 I F: 305.262.6978 1 www,afceng.com I alfaroogoafcene.com OIL.Lse I. '• • . • .:.1 •'0. ANVIEPS :SLYI .' �.. �, . ..• •.� E. G...LPT w_ EL xlo. AA .. Y 2 J/N C L. 0P. " J/A' - annauW mD'M (.1 C�OPS AN A' .11 5L'.[ ENDS .00 t —Y • • E�s _. AT[i EE) ... . •a Is_ T I1111 TYPICAL ELEVATIONS TESTED 1N:15 .a. n.�. - _ Ur 1 - F.IUI'IT Nit :Loll Qv[ WNOOWS Al iGP IARCf: i � 1 C IMPACT Nu*lER_ cRE NO'NEOL:e_[___- - AIA )11\ M II(IlQ0,\ 111. FLII11Sf. Itl\IIIIII j LE NGS TEEN ESE WINJJwS TG BE 4: P_4 4 CTUAD CWUN O RS S.O.ON BNECTS It t>i APPROVAL APPLIES TO SINGLE VM1IS CP `I.E tl F COMBINATIONS OF HR/N.R OR OP/ 4 7 I )IHER WMWW TYPES INMCOULES Of 1*0 USING °B.C. APPROVED MULLONS IN BE14 — LOTI DESIGN PRESSU4E FROM WINiS:N1,.... WILL <PPLI TO ENTIRE SYSTEM. iF --� -THIS NA5 BEEN 0I 0 '( REWFUT OU,0 O/202 ^COUREYEMS OT AC IDp (6t CCTICN)/lLIID IRUI- - I RL CODE IK wGN :. I. ... .. ITURIS - T - sW -= ' BY 191 39+ WOOD BUCI B.C.CTIIW S AI J PCPs YUS' N — N INSTALLED E LfATO VU FE C 10 TJNFD MO INSTALLC T 110EOW1ELY O tRANSFER APPJED RRODVC LMOS 0 THE f0..DING SIRVC'CVPC. .wCNLNS ShLLL BE COPMOYOV RES1-.1 SP/.:CO I STEWN CN GETYL$ AND INSTALLED P,P WUPUFS MSTPV T S SPECIr ED EYECYEMt TO BAtL WTERAL SWL BC BEYOND WAIL ORESSING OR STUCCO A UJD DUI INCREASE 15 USED IN DESIGN M ANCHORS INTO WOOD UNL+ -P -If 4L SHIMS 10 BE NCN .GALL, N0U-MEt4LC TEND NON-COYPPESSIBLE WIIWgS IN]WD IG BUt NCT UNITED TO STEEL./Y04 EWS. MA SCRI AF COMS INTO CONNLCT wM DME. 055WI1M IMI SYALL YEET I- -l� — REOLIIREMEMTS OF THE 2011//010 FLORIOA BLDC CO IT IGCPTEB Sl.m.OS. THIS PRODUCT ACPROML IS GENERIC IND LGES NOT PQWDE 14FORWATION ITT A SITE SPEC FIC PROIECT, le. LIE WFTv OT MM IS PRODUCT. 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