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WS-18-3213Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number. INSP-001908-2018 Permit Number. WS-10-18-3213 Scheduled Inspection Date: November 28, 2018 Inspector. NaranJo, Ismael Owner. JESSICA BERTHIN Address: Project Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Window/Door Replacement 930 NE 99TH ST Miami Shores, FL 33138 Contractor. BEST HOME PROTECTION WINDOWS AND DOOR: INC YASMANY IGLESIAS Phone Number. 3058917017 Parcel Number. 1132060143390 Phone Number: 7883713126 Building Department Comments REPLACEMENT OF 14 WINDOWS AND 4 DOORS Checklist Item General Comments Passed False Comments 11/21/2018 MISSING BUCKS ON SLIDERS Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -Inspection fee is paid. November 27. 2018 For Inspections please call: 305-782-4949 Page 33 of 33 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-10-18-3213 Permit Type:,Windows{Shutters V &A` Classification: Window/Door Replacement Permit Status: Approved Issue Date: 10/25/2018 Parcel Number Expiration: 04/17/2019 930 NE 99TH ST, Miami Shores, FL 33138 1132060143390 I Contacts JESSICA BERTHIN 930 99 Home: 3058917017 Owner jessberthin@mac.com BEST HOME PROTECTION WINDOWS AND DOORS INC YASMANY IGLESIAS Business: 7863713126 Contractor bhp@bhpwindows.com Description: REPLACEMENT OF 14 WINDOWS AND 4 DOORS Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Scanning Fee Technology Fee Windows/Shutters Fee $50.00 $15.60 $4.20 $2.80 $5.20 $9.00 $7.00 $230.00 Total: $323.80 { Valuation: Total Sq Feet: $ 25,497.98 0.00 Inspection Requests: 305-762-4949 Payments Total Fees Credit Card Credit Card Amount Due: Date Paid 10/19/2018 10/25/2018 Amt Paid $323.80 $50.00 $273.80 $0.00 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 for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date October 25, 2018 Page 2 of 2 Miami Shores Village g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ®BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL PUBLIC WORKS JOB ADDRESS: 930 Kie I City: Miami Shores Folio/Parcel#: I I -32_O(r, -01q-33R0 Occupancy Type: Load: County: Construction Type: FBC 201? bah Master Permit No. �/U� 1 g - 32-1 Sub Permit No. ❑ REVISION ❑ EXTENSION El RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: '''' 3 13g Is the Building Historically Designated: Yes NO X. Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Jf.✓1i4l hi Phone#: b5 •S . Dl f Address: N t4 Of CI 5.11.Wr City: 1 State: niDia Zip: Tenant/Lessee Name: Nlp� Email: JuSv 1ii11m e on. fir✓) Phone#: • CONTRACTOR: Company Name: 8ES1' µfMZ efLOI'm-ht, VJ Aft DV) (j Phone#: Address: krb t? S w 410 (Aa-D City: k-A.‘ AcANAl State: L Zip: 33 \� S Qualifier Name: t-►2 A- tv1Pr? T) Z!o I A Phone#: 13 I ZJo State Certification or Registration #: sC..L 13115ZO31 Certificate of Competency #: "RSb 3121.0 DESIGNER: Architect/Engineer: At,--�11.2.00 QVi4eV1'L h-0 Phone#: 305 z 4 QjIOO Address: q 3 (00 So J sib b& , SL) It-e", 220 City: M.1J & l State: G(-- Zip: 33 V 3 Value of Work for this Permit: $ 1-1621-'. c Square/Linear Footage of Work: isle° Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition Description of Work: c2...VP(,a 'el\.) OP- l 4 w l 1\) DC)c-ux-S -A-N t) D Oa 2-S. Specify color of color thru tile: Submittal Fee $ S1 IA Permit Fee $ G CI3CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Fib DBPR $ q' 20 Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ ,Z 3 ' b (Revised02/24/2014) Sig Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 certify 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 ATTORNEY 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 certified 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 absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 10 day of 0G-t'0 ,20 l® ,by 1761,61446. S B€z-t'+4 11.1 , who is personally known to me or who has produced IkItA•10711 lvc. b8 as ide*ti icon and who did take an oath. NOT,1,BLIC: e-TD s CA-teZ. Seal: ********* Notary Public State of Florida ar Emesto Sanchez t:y My Commission GG 208479 0, Expires 04/18/2022 Signat CONTRACTOR The foregoing instrument was acknowledged before me this 10 day of OCA-0602_ ,20 I ,by 'j. 'E -k) T.bi IP4 , who is personally known to me or who has produced 44;WDit, LAJC42- C. ntifi '•tion and who did take an oath. N' Sign: Prin Seal: *************************** ************** ******* *� APPROVED BY /// ' *** Plans Examiner Notary Public State of Florida Ernesto Sanchez My Commission GG 208479 Expires 04/18/2022 as ************************************* Zoning (Revised02/24/2014) Structural Review Clerk 7 ..e. •*,...). eg .. .7- P• „X . ., 74- 7 .1 P . b .., • „ ,.. ......, .1 ,- '• -''' ' 704 . 4 FP . 4 • .• s , 0 • • '. . , „-- , ,„, . . , ,, .. , --, s ,,, .. .. , ,. .... 0. v. 'RICK SCOT1, GOVERNOR , 4'.1. 9 -,, , ;.- 4 , .,,. _N.", 4 *JONATHAN ZACHEM,-, SECRETARY. - , ------, _ , _ s + '".-”, P. 7.-• 7-77 77.. •'747- , ., r.ts•N s .. P * 1 '' .4 , ''.' .."4 • • • ' * . -:. -', • i - ,' .., F 10 ..11 7 , , „ .. , g* • • • • '''•• .- ' .... 7 7 7 , • ... .7`,... AN}......c. -t. 4 4 , 4. ' '''' 7 -'1:;„. -8' .... • - . r. -s• - ''' ' , • .,-....-- - . 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': • FESSIONAUREGULATION- 46 , 44,4. I 7 .1 se° 4 -‘, $ , .„ 7 , ...%7 ,, .7747 4....7'P v.f.:-• -,. .T..- ,. . ° '':.., 1,..(' ,` ,,, e :...:„ . 4 4 ,,, ' .1 '' , -4 '''r ''''' ' ' -' ,---• + . 4 „, , . . . . " . k ''' .' ''. ' - o' 7%,. '.. . •,-. . ' 'V' . ''. ''. .. '7. '7 ' . , ' ' . 4 e 3 .., ,,,.,, r ' , ,„ `• -1... ,..:' . , ' . p 4 e • g * g • 4. -7 ' ' - - - • , • • ,°'et ° ° " ‘ . 1.' .• ' .. • 4%744 ... '4'41 1 7*. .4 • C., • 4 G BOARD'' ' " '''' • '' IFIED UNDER THE . - I n•da.'1* k. . • , ' , 4 $ „ , . 'AZI r " „. , .7 ..t . i 7 . -4, '., , - ,.. p,„, , -.• 4 • ' ' PROVIS N10E-C 1 ...... ma ......... , t • , . i 1 " - . • e 0 fa. f**.*••••;741.,, 7.7° 7 __. " ...... .... i A a , ' # f 0 • ••• p g77•40•11•••••• I .7.77". , ••••••••mo. • 7 4 7 '• .4 * r 7 0 4 - . 4 . . =. • • • • - °. ... 4 r • ."..". tealior4ity . ` i ., .... "'''' -(4•0°..?•* .... , e ,ik • , 1, * • 4 7 ••ror .•+. °. .....;.$. ...° ..-...• • , .. , • , ib - , .°°.:. . .° a II 6 ." ." Mil ‘ - ' . BEST 0 -.PROTEAffile o ,. 0 . I 0 -•. °. , .- 're , 4 p 1 l ...•St I INC. " t 4 . . • , • 1 I $ . •,° • .. . : A * . 411,141. . • ' -• I $ 1 102 A 4 'T . .._ , , , ju . 41' 0 . • . IF t ^ .41 jl-IIIIICV.'::/T: L 3 1,7, .... IP fdi fe, . 4410b . :, f 14 4' Nriebr, /Mtt ... , • • 9 .„. .T, . - . . , • •' ., ' . , ..•, . LIC .0!_o _IF ....ii.t Ett, 10BeRls-Sec1,30W 2031' ., • ,..... * N.,..,.. . . ,. • p ... • „I. 4 g 0 .4 7 eg EXPIRATI evjgaUST,31, 2020' - .. t . *7 * ' , g * , T., • 7 • ,-, r , .. . - .., 5. • Always 'Verify licenses online at MyFloridaLicense.com-, P 7. • ' • °- '' f 0 - 'A "re + .. # i • .. ..... T.,.; T , , e -... -a....„, -.,.. . • t ....* , . - ,„ •• °.:. °°° ,,,-,9- - - ; .."' ,:: i,"'-' - -.- - , - , , 4.: . . ra. Lb•..„ - , - 4s. s • ',-,' '0 .0 "." . `...•• 7' • s - -.• ' .. 7 • T, A a . # , # e 43 'I .. . • i .4.. 44 • ,. , 7..„.•.. ,,..' + ••• 4 • 7. • je:0,1„.7.7.N Do not alter this document in any form. • f - s * .' ..' ,c. . ; . r . ,.• • e .. -.1,..a. • .13 . -1- This is your license: It is unlawful for anyone other than the licensee to use this document. mi .... .-- IL .. . . . . , .. , . e -; , : • -1 - ,,,. * , , JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 1/28/2017 EXPIRATION DATE: 1/28/2019 PERSON: IGLESIAS YASMANY FEIN: 454594221 BUSINESS NAME AND ADDRESS: BEST HOME PROTECTION WINDOWS AND DOORS INC 13872 SW 46TH LN MIAMI FL SCOPE OF BUSINESS OR TRADE: Door and Window Installation ❑ All Types D Residential and Commercial 33175 IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 Et Local Business Tax Receipt Miami -Dade County,.State of Florida —THIS IS NOT A BILL — DO NOT PAY 7231776 BUSINESS NAME/LOCATION BEST HOME PROTECTION WINDOWS & DOORS INC 13331 SOUTHWEST AVE 1UNIT 1 MIAMI, FL 33186 RECEIPT NO. RENEWAL 7517061 EXPIRES SEPTEMBER 30, 2019 Must be displayed at place of business e Pursuant to County Code Chapter 8A — Art 9 & 10 OWNER l BEST HOME PROTECTION WINDOWS & DOORS INC?. CIO YARMANI ICI FRIAR PRFS Employee(s) e 3 This taco! Business Tax Receipt only confuros payment of the Local Business Tax. The Receipt is not o license. SEC. TYPE OF BUSINESS ,220 r TANGIBLE PERSONAL •$ PROP DLR PAYMENT RECEIVED r By TAX COLLECTOR l,r 75.00 07/10/2018 CHECK21-18-084543 1 permit or a certification o1 the holders quaiificadons, to do business. Holder must comply with any governmental •-" c -' or nongovernmental regulatory laws end requirements which apply to the business..l i r The RECEIPT NO. above must be displayed on all commercial vehicles r Miami —Dada Code Sec 6a-276. For more infomrelion, visit ••r: w miemidede.00vfexeollector' i4 13231 1 itc5gID® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 10/17/2018 PRODUCER D&D Insurance Consultants 870 E 6th Avenue Hialeah FL 33010 THIS CERTIFICATION IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Best Home Protection Windows & Door, Inc. 13872 SW 46th LN Miami FL 33175 INSURER A: Granada Insurance Company INSURER B: INSURER C: INSURER D. INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VNTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSRD TYPE OF INSURANCE POUCY NUMBER DATE M C� DATE EXPIRATION LIMITS A GENERALLWBILITY COMMERCIAL GENERAL LIABILITY 0185FL00067321-3 02/16/2018 02/16/2019 EACH OCCURRENCE S 1,000,000.00 X ENTED PREMISES TOoccurrence) $ 100,000.00 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5,000.00 PERSONAL & ADV INJURY S 1,000,000.00 GENERAL AGGREGATE S 2,000,000.00 GENII AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG S 2,000,000.00 7 POLICY n JECT n LOC S AUTOMOBILE LYIBIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea acddant) S BODILY INJURY (Per) S BODILY INJURY (Per accident) S PROPERTY DAMAGE (Per accident) S GARAGE LIABIUTY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC S AUTO ONLY: AGG S EXCESS 1 UMBRELLA LIABIUTY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION S EACH OCCURRENCE S 7 AGGREGATE S S S S WORKERS EMPLOYERS' ANY PROPRIETOR/PARTNER/EXECUTIVEa OFFICER/MEMBER (Mandatory ryes, desalbe SPECIAL COMPENSATION AND LIABILITY EXCLUDED? WC STATU- OTH- TORY LIMITS ER E.L EACH ACCIDENT i E.L. DISEASE - EA EMPLOYEE S In NM) under PROVISIONS below E.L DISEASE - POLICY LIMIT S OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Glass (other than Auto) Installation, Repair or Servicing CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBUGAT1ON OR UAB1UTY OF ANY KIND UPON THE INSURER. ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE CQI'G0e 8 i{i'�ap ACORD 25 (2009/01) The ACORD name and logo are registered marks of ACORD G 1988-2009 ACORD CORPORATION. All rights reserved. r ,•, BHP WINDOWS AND DOORS Date: 1q OCA-ot3CZ. , 2010' State of C (.vt?- bA County of Pt, IPIMI b.A�" Before me this day personally appeared N11'610P063S otots "-ekao, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 930 O C a Aikit +v S,:1, - 313 8 Contractor Signature Sworn to (or affirmed) and subscribed before me this ICI day of 0G1Otlen1- :20 la, by tetk-SMA-O t) l-to L II:VS Typ Personally know Or Pr'i•uced Identification ification Produced 1> aVF , 'ke4:5YVGtd N. Notary Public State of Florida Ernesto Sanchez • My Commission GG 208479 Expires 04/18/2022 Print, Type or Stamp Name of Notary Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida ounty of Miami -Dade T foregoing was acknowledge before me this 1q day of Orly 12_ , 20 It . ESS 1CA 15g'?-41 ¥ who is personally known to me or has produced as identification. r ,s0/ Notary Public State of Florida Ernesto Sanchez My Commission GG 208479 or w Expires 04/18/2022 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits 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) the permit holder or qualifier bearing his signature on the permit application shall abide 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. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Quad ier0ner Signature Date Print ame Q51 II{ #II i i 11 _1_i I i '', i .. .._..... .. 'f 1 I..... Ieo, -� + r r ! r + r....1 r I r_.. r + i i i + I r r I + + r BHP, -Windows- i _I_ 111 And Doors-- 138725W 46 Cane MIAMI, FL133175 7 6 371 - 3126, f t : i 11. „ ■■ Hum icane Master LMl MG'Series300 LMI �■ IL �l iL i,�� _ ' ¢I ��r -� I 1, Garage Door ■ ' 1 Horizontal°Roller OX 4Q - ■ 1i a ,�- L, 3 IL 18'-X-7 ■ ■ 58 1/4:'•X 46" t ' 111 �_■■ I FL20359-R2 1� 11I• & _ { I. OA# 18-0301:07 a an 10/x10/2018 - 4 El RI -- .I MG S nes 300 LMI _%!I1 ■■■ / PihIi0I! 1i I ■mII I"!'I u �■■■■■ f fL20359-Rt! • • �i i_ ES.Mulhon.LM MG Series 300 LMI Series LM ■ Senes LMI (20min FR • S • • • • Horizontal Roller XOX' MG-Senes 200 LM1 2>X6"X80" ■ or zontal Rol er.XO French X ■■■■� French Door X ■ a • -• • : i • -NMI - - 1110 3/4" X38 1%4" Single Hung 523/4�X•501l2" 32=X -Door 80" ■■�■■■ 32"{X 80" $ EL20359-R2 ■ ■■ NOA# 18-0205 05 FL-20359-R2 --- - -FL4334.R10 FL4904-R8 � ••• , • - • - •, •r• • • •. 19"'X'80" ■■ III FL20359 2 ■/®TE4$1q: ■• • IIIIIII■ lad i MGne 400 LMI_■■ ••. ■■ II •• f19"_X.38 414Y • : __� FL2635 •i • �- � ��' ■ L MG Series 300 bit__ III ■_ � 4 j , i6 I - �" � � Closet -"Horizontal Roller-XOco LL a :i MG.SerieS 1000_LMI w 3 t.. X ■■■■MG Senes 1100 LMI �XX __.. _ �/ 36 3/4' 38y1/4" ■ SGD XXX I■ ■ - G ; ells If Fig. -^ -�/ 1 \/ir FFL2O■359=t22 — t 141-3/4'-' X 80" ■■■■■■■■■■ ■� /4 4;0X 80 _ _ . l ■ _ _ _ _ -yy- u. FL'25959.1 FL 190. 2 1 � D IMO Living oom .. •. 7 _1 ma Kitchen _ � , ■ z -o- = _ r IMMIIMMIIIIIIIIIIIIIIIMMMMIMEM Bedroom 1 . 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SITE SPECIFIC WINDLOAD CERTIFICATE AL-FAROOQ CORPORATION 9360 Sunset Dr. I STE 220 I Miami, FL 33173 I T. 305.264.8100 I F. 305.262.6978 I www.afceng.com I alfarooq@afceng.com Project Number: 92404-6506 Date Requested: 10/17/2018 5:13:46 PM Client: Ernesto Sanchez BHP Windows And Doors 13872 Sw 46 Lane Miami, FL 33175 Mailing Address: Alberto Iglesias Y & A Builders, Inc 13331 sw 132 ave # 1 Miami , FL 33186 Project Address: 930 NE 99 ST Miami FL 33138 Job Name: Jessica Berthin Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category D Roof Type Sloped Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 1.03 Velocity Pressure Coefficient (Kz) 1.03 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 68.7 psf Velocity Pressure (Qz) 68.7 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Gcpi +/- .18 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10 & 2017 FBC. Design Wind Pressures (PSF) Trib. Area (ft 2) 10 Zone 4 +48.6 -52.7 Zone 5 +48.6 -65.1 ZONE 4= ZONE 5 0 d-10% OF LEAST HORIZONTAL DIMENSION HEIGHT'H' FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT d Valid Only with Engineer's Seal 7 . • • 0 • •• ••• • • • • 3 A - • •• •. . • • • • • •• • • •.r` • .' • •• •. iJ• , • • • • •• • • • • •tAIt (EB3 #3538 • © 2018 , Copyright Al-Farooq Corporation • • • ••• • • • • • • •• • •• • • • • • • •••• •• • • •• •• ••• •• ••• • • • •• ••• • • Project: Jessica Berthin Address: 930 NE 99 ST Miami Shores, FL 33138 WINDOWS & DOORS CHART 10/18/2018 • • • • • •• • • • • •••• • •• • •••• OPENING SIZE OPPENING DESIGN PRODUCT PREASURE DESIGN LOADS • • • "•` • •' MARK WIDTH HEIGHT ZONE POS NEG POS NEG APPROVAL EGRESS ..:.Z(PE • •• 73 3/4 38 1/4 4 48.6 52.7 52 7 52.7 80 8080 80 80 FL20359-R2 YES •1 ••• "HR '••` • •fjR 2 3 3/4 73 3/4 _ 73 3/4 _ 36 3/4 73 3/4 36 3/4 50,1/2 50 1/2 38 1/4- 4 4 5 48.6 FL20359-R2 FL20359-R2 FL20359 2 YES y _ • • 4- R • 3 48.6 80 80 YES 4 5 48.6 48.6 48.6 ' .65.1 52.7 52.7 YES '' lift ..,. _ 26 38 1/4 • 38 1/4 4 �80 80 80 FL20359-R2 NO HR 6 ; 4 4 80 80 80 FL20359-R2 FL20359-R2 YES • HR 7 48.6 52.7 80 NO HR 8 9 _19 36 3/4 381/4 4 48:6 48.6 48.6 48.6 52.7` _ 52.7 52.7. 65' 80 55 _ 65 FL26351 NO PW 38 1/4 84 4 80 64' _ : 76 FL20359-R2 NOA180301.07 NO YES_ YES HR GARAGE DOOR 10 11 12 _ 216 32 4 5 80 65.1 76 FL4904-R8 FD 32 52 3/4 74 3/4 2X6X80 80• 4 4 48:6, 52:7 60 80 60 80 FL4334.R10 YES FD 13 14 50 1/2 48.6 52.7 FL20359-R2 YES HR 80 '4„, 48.6, 48.6 52.7 80 80r- FL19092 YES' • _SGD _ 15 _ 16 80 4 52.7 127 127 NOA180205.05 MULLION SH 19 5 4 48:6 65.1 80 •• 80 FL20352-R2 NO 17 _ 1413/4 110 3/4 80 48.6 48:6 52.7 80 80 FL25959.1 YES SGD • 18 19 38 3/4 , 4 52.7 80 . 80 FL20359_R2 YES ..o __. � HR • 36 3/4 38 1/4 46 4 4 48.6 52.7 80 80 FL20359-R2 NO HR .. HRy 20 581/4 • 48.6 52.7 80 80 FL20359-R2 YES *HR - Horizontal Roller *PW-Picture Window *SH -Single Hung *SGD-Sliding Glass Door 4 • • • • • • • • • • Business & rofessional Regulation r r OFr FILE OF THE .SECRETARY BCIS Home Log In I User Registration Product Approval USER: Public User Hot Topics I Submit Surcharge I Stets & Facts I Publications product Approval Meng > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL20359-R2 Revision 2017 Approved Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris ulises@mrglasswindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method oaOR HOME .14.44111.43,,. Dart Div tt MONS CONTACT [MAP Contact Us I BCIS Site Map I Links I Search !, Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. 0 Validation Checklist - Hardcopy Received Certificate of Independence FL20359 R2 COI SS -Series MG-300 Alum Horizontal Slidina Window (LMI-SMI)-CI 2017. odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year TAS 201 1994 TAS 202 1994 TAS2030 ••• • • • • • •• 1994 • • • • • • • • • •• ••• •• • • • •• • • • •• ••• • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • • ••• • • Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 01/15/2018 01/16/2018 01/21/2018 04/10/2018 Summary of Products FL # Model, Number or Name 11 Description 20359.1 Series MG-300 Aluminum Horizontal Sliding Window Large missile impact resistant aluminum horizontal sliding window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-140 Other: See attached drawing W16-26 for span vs. load combination and installation details. Installation Instructions FL20359 R2 II SS -Series MG-300 Alum Horizontal Sliding Window (LMI)-2017 DWG W16-26.odf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL20359 R2 AE SS -Series MG-300 Alum Horizontal Sliding Window (LMI) -PAE 2017.odf Created by Independent Third Party: Yes 20359.2 Series MG-300 Aluminum Horizontal Sliding Window Small missile impact resistant aluminum horizontal sliding window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-140 Other: See attached drawing W16-28 for span vs. load combination and installation details. Installation Instructions FL20359 R2 II SS -Series MG-300 Alum Horizontal Sliding Window(SMI)-2017 DWG W16-28.odf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL20359 R2 AE SS -Series MG-300 Alum Horizontal Sliding Window(SMI) -PAE 2017.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund 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(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe s. curily>t EI R,CS' •• • • • • • • • • •• • • •• • • • • • •• • • • •• • • • •• • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 7 (2) ADDL ANCHORS SEE CHART ON SHEET 4 6" MAX. WINDOW WIDTH (4) ANCHORS TYP. AT MTG. STILE ENDS / AT 4" O.C. FAL MA) JJ _ HEAD/SILL CORNERS 6 _ _ 1 I.I - I' i`% I VENT HEIGHT 66 13/16' D.L OPG. vc� _I it L it D O // O6 i iO I VI ==yi z j === II II '/ II II II II I 11 II n I 11 II II _ u II II II II II II II II II _ 7 — I. — — — U I. g Z l li 32 (i 1 3/8"\``- 1 i) -_ - 32 3/8" D. L. OPG. io D.L. OPG. 37 3/16" 89 3/4" SE MUNTINS RFACE APPUED) BE USED ' V 6" MAX WINDOW WIDTH (4) ANCHORS AT MTG. STILE ENDS AT 4" O.C. HEAD/SILLAft CORNERS 6 ,.- _ _ �� WINDOW HEIGHT 69 53/16' D.L. OPG. i i ii U ''._,2/ W \ n 0 //// ii IIII --n----,1 - '4 ii II III II II II II ___ JL____tt===_1L___ II II II , m . rr II ;; II '7 II II II II -- 11 1111111111111M1 32 3/8" - 48 1/8" m D.L. OPG. 37 3/16" D. L. OPG. to ' 96" WINDOW WIDTH (2) ADDL ANCHORS SEE CHART ON SHEET 4 6" MAX. HEAD/SILL CORNERS (4) ANCHORS AT MTG. STILE ENDS AT 4" O.C. WINDOW HEIGHT 0 w TYPICAL ELEVATIONS TESTED UNITS SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW z U 43 3/8" ,1 D.L. OPG. 48 3/16" VENT WIDTH DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 4 & 5. 1 i 43 3/8" D. L. OPG. FALSE MUNTINS (SURFACE APPUED) MAY BE USED • • • • • •• • • • • • • • • • • • • • • • • •• •• • • • In • • • Y• • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING 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 SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. - - -- ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO 8E HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABEUNG TO COMPLY WITH SECTION 1709.9.2. A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE MID INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER DR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS- FOR REVIEW. - 0-THIS P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FL #20359 s"``JP®I p.•' JCEN8F'•.•. //- Sealed: 1/12/2018 0 U • (� • ••* Z n •••0 0 1. Z• • • cc 1— co t M N 0 � N � n • O J D NUJ J MaD�k drawing no. W16-26 sheet 1 of 10 •• • • • •• • • • • WINDOW HEIGHT in 111 7/8' 6' MAX. HEAD/SILL CORNERS I WINDOW WIDTH (4) ANCHORS AT MTG. STILE ENDS AT 4" O.C. I I I, FALSE MUNTINS J / / I l II 77 o p 7 — /% // D7 I II Iti I •// 1 11 11 __�u __,C__ — 11 n 1 n 1 — T d II I n I (SURFACE APPLIED) MAY BE USED 7 32 3/8" D.L. OPG. 37 3/16" VENT WIDTH 32 3/8' D.L. OPG. 127 5/8" 32 3/8' D.L. OPG. 37 3/16" VENT WIDTH 0 6" MAX. WINDOW WIDTH (4) ANCHORS AT MTG. STILE ENDS FALSE (SURFA MAY BI HEAD/SILL CORNERS A 6 ,- - I._I} - ' AT 4" O.C. ---, (I� I I i I WINDOW HEIGHT 69 13/16" VENT HEIGHT 66 13/16" /. / /i it I. II / II /i / 6 D D r j ==t1�-fit-= I a /% II II II II II u n II II __Iuu __ _ I II II II II II II I I — 7 x' _ g - _ L_ I 32 3/8" ;I I ;I 48 1/8" I\; I ' 32 3/8" D.L. OPG. 37 3/16 io D.L. OPG. D.L OPG. 37 3/16' MUNTINS CE APPLIED) USED TYPICALFI EVATIONS TESTED UNITS FL #20359 • • • • • •• • • • •1 • •.•• • • • • • • ••.• • • • • •••• • • • •• •• • • • • • • •• • • • • • • • • • • • • • • •• • •• • • • 11 •• • Sealed: 1/12/2018 a. •• • • • MG-300 ALUM HORIZ. ROLLING WDW. (L.M.I.) u • .1. • • Z • • •11,• Y! o • S Z •••51• 3 '51••&•• N2 t0 • O"r7 0 M m CO I L72 3 Y U 0 J d N W co 8 a drawing no. W16-26 (sheet 2 of 10 1/8" HEAT STREN'D. GLASS .090' Interlayer Trosifol PVB By 'Kuroroy America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW 795 AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY GLASS TYPE 'A' 5/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS m CO 1/4" AIR SPACE 1/8" HEAT STREND. GLASS .090" Interlayer Trosifol PVB By 'Kuroroy Americo, Inc 3/16' HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuroroy America, Inc.' 3/16" HEAT STREN D. GLASS SIUCONE DOW 795 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY CGLASS TYPE 'B' 7/16' OVERALL LAM. GLASS J 1/8" TEMP. GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB By 'Kuroroy Americo, Inc.' 1/8" HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS SILICONE DOW 795 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' — 11/16" OVERALL INSUL. LAN. GLASS SILICONE DOW 795 ut 1"' MtI cc ar AT 1/4 POINTS ALL SIZES GLASS TYPE '81' - 7/8" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS 1/4" AIR SPACE CONSISTING OF: 'OURASEAL' EDGE SEAL SYSTEM BY 'QUANEX' 3/16' HEAT STREN'D. GLASS .090' Into/layer SentryGlas By 'Kuraroy Americo, Inc.' 3/16' HEAT STREN'D. GLASS SILICONE DOW 795 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE 'C' 7/16' OVERALL LAM. GLASS 1/8' TEMP. GLASS 1/4" AIR SPACE 3/16' HEAT STREN'D. GLASS .090" Interlayer SentryGlos By 'Kuroroy Americo, Inc: 3/16" HEAT STREN'D. GLASS 0 SILICONE DOW 795 AT 1/4 POINTS ALL SIZES GLASS TYPE 'C1' 7/8" OVERALL INSUL. LAM. GLASS — FL #20359 • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• •• • • • • • • • • • • • • • • •• • • • • •• • • • • •• • `1t1111111///j/ ‘b. ?Y."!. PJ' �10EN�'•.,. ','�'. �''• ORIDf`.•'•G if f ILL WO Sealed: 1/12/2018 m MG-300 ALUM HORIZ. ROWNG WDW. (L.M.I.) • • Cj ••• Z g•••'i•• of O • Z •• •a4 l • 3 • • • 0 1 m co 3 c Z Oo_,a 0 0 a 0u 0 0 drawing no. W16-26 sheet 3 of 10 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. CLASS TYPES GLASS TYPES CLASS TYPES & 'AI' 'B' & 'B1' 'C' & 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 53-1/8' 63' 74" 84" 96' 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 WTI Inn 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - 80.0 80.0 90.0 140.0 26-1 2" 53-1 8 63' 38-3/8" 74" 84- 96" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 IX 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - 80.0 80.0 90.0 140.0 26-1/2' 37" ' 50-5/8" 84" 96" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 1 80.0 1 80.0 1 90.0 140.0 80.0 80.0 80.0 80.0 90.0 138.7 - - 80.0 80.0 90.0 121.4 26-1/2" 37" 53-1/8" 63" 74" 84" 96" 63" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 126.5 80.0 80.0 80.0 80.0 90.0 111.5 - 90.0 97.5 26-1/2" 37' 53-1/8' 74" 63' 74' - - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - - 80.0 80.0 64" 50-5/8" 96" - - - - 90.0 140.0 - - - - 90.0 140.0 74" 84' 63" 96' - - - - 90.0 140.0 - - - - 90.0 : 132.7 - - - - 90.0 125.0 Eq a< DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES 'A' & 'AI' GLASS TYPES 'B' & 'B1' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24" 36" 48" 60' 72" 84' 96" 24" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 24" 36" 48" 60' 72' 84" 96` 36' 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 24" 36" 48" 60" 72' 84` 96" 48" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 128.0 24` 36` 48' 60" 72' 84" 96' 60" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 136.5 80.0 80.0 80.0 80.0 90.0 117.0 90.0 102.4 24' 36" 48' 60' 72" 84" 72" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) FRAME DIMS. GLASS TYPES 'B' & 'B1' GLASS TYPES C' & 'CI' FRAME DIMS. GLASS TYPES 'B' & 'Bl' GIASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 55-1/2" 79-11/16" 83-1/4' 94-1/4` 26" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 55-1/2" 79-11/16" 83-1/4" 94-1/4" 38-3/8" 80.0 80.0 90.0 140.0 54' 63" 72" 81" , 90" 24" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 55-1/2' 79-11/16' 83-1/4" 94-1/4" 50-5/8' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 54' 63" 72" 81" 90" 36" 80.0 80.0 80.0 • • 80.0 • 80.0 •80.0 eoe 88.0 ..0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 121.4 55-1/2" 79-11/16" 83-1/4" 55-1/2" 79-11/16" 63" 74" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 111.5 80.0 80.0 80.0 80.0 90.0 70.9 97.5 98.5 80.0 80.0 62.2 86.4 96" 48" 90.0 140.0 72" 84" 96" 60" 90.0 140.0 90.0 90.0 140.0 128.0 J5 (1/2w) (1/2w) OPERATING VENTS TO BE 1/2 OF THE WIN00W WIDTH IXO OR OX' ) 54" 63" 72' 81" 90' 54" 63" 72" 81" 90" 54' 63" 72" 81' 48' 60" 72" 80.0 • •••• 80.0 80.0 •88.0 90.0 MOOD 90.0 140.0 90.0 146.0 eoe • • Vie 80.0 ••:,• 41110.0 • •80.0 •l30.0 80.0 •80.0 • ON?• • 80.0• • •19.0 81.0 90.0 140.0 90.0 142.0 90.0 117.0 • 80.0 • UP. • 80.0 •80.0 1p.0 80.0 OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-21 9 FL #20359 • • oobtEl COMP -ANL\W16-26MG • • • • Sealed: 1/12/2018 • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPES GLASS TYPES FRAME DIMS. '8' & 'BD' T. & 'CI WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 80.0 80.0 90.0 140.0 106-1/4' 80.0 80.0 90.0 140.0 111" 26" 80.0 804 90.0 1440 126" 80.0 80.0 90.0 140.0 74' 80.0 80.0 90.0 140.0 106-1 4` 80.0 80.0 90.0 140.0 11=11 80.0 80.0 90.0 140.0 126" 80.0 80.0 90.0 140.0 74" 80.0 80.0 90.0 140.0 106-1/4' 50-5/8" 80.0 80.0 90.0 140.0 111" 80.0 80.0 90.0 140.0 126" 80.0 80.0 90.0 138.7 74' 80.0 80.0 90.0 140.0 108-1/4" 80.0 80.0 90.0 129.0 111" 63" 80.0 80.0 90.0 125.7 126" 80.0 80.0 - - 74" 80.0 80.0 - - 106-1/4" 80.0 80.0 - - 111" 74, 80.0 80.0 - - 126" 80.0 80.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPES GLASS TYPES FRAME DIMS. B' & 'B1' 'C' & 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96' 24' 80.0 80.0 90.0 140.0 108' 80.0 80.0 90.0 140.0 120' 80.0 80.0 90.0 140.0 72' 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96" 36" 80.0 80.0 90.0 140.0 108' 80.0 80.0 90.0 140.0 120" 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96" 48" 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 140.0 120" 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96" 60' 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 136.5 120" 80.0 80.0 - - 72" 80.0 80.0 - - 84" 80.0 80.0 - - 96" 72' 80.0 80.0 - - 108" 80.0 80.0 - - 120" 80.0 80.0 - - (1/3W) v (l/3W) i (1/3W) ii i a OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH MAI DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES B' & '81' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) MT.(-) 74" 106-1/4" 111" 126" 26" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 74" 106-1/4" 111" 126" 38-3/8, 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 - - 74" 106-1/4" 111' 126" 50-5/8' 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 74" 106-1/4' 111" 63" 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 74' 106-1/4" 74" 80.0 80.0 - - 80.0 80.0 - - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC-2 1 9 DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPES GLASS TYPES FRAME DIMS. 'B' & '131' 'C' & 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96" 24" 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 140.0 120" 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0• 96" 36' 80.0 80.0 90.0 140.04 108" 80.0 60.0 90.0 140.0 120" 80.0 80.0 90.0 140.01 72' 80.0 80.0 90.0 140.0• 84' 80.0 80.0 90.0 140.0 96" 48` 80.0 80.0 - - • 108' 80.0 80.0 - - 120' 80.0 80.0 - - f 72" 80.0 80.0 - - 84" 80.0 80.0 - - • 96" 60" 80.0 80.0 - - • 108" 80.0 80.0 - - • • 120" 80.0 80.0 - - 72" 80.0 80.0 - - • f 84" 80.0 80.0 - - 96" 72" 80.0 80.0 - - 108" 80.0 80.0 - - OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH XOX' FL #20359 • • • •• • • • • • • • • • • • • • • •• • • • • •• •• • � 1S`N1ALy • • • • 88 • • 162 • • •• • • • • • • • • • • • •• • • • • •• • Sealed: 1/12/2018 Z 0 cc x 0 C9 0 0 4, 0 v n drawing no. W16-26 sheet 5 of 10 • • • • • • 1BY WOOD BUCK • TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. ' • 0 EXTERIOR --1 4 W2 a: EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING W1 EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: w1 = 1" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH END WITH PLASTIC BAFFLE SEALANTS: ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT AT EACH END AND INSTALLATION SCREWS IN SILL SEALED WITH ALUMINUM COLORED SEALANT. EDGE DIST 1BY ° WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING Fr F.B.C. APPROVED MULUON & MULUON ANCHORS SEE SEPARATE APPROVAL EDGE DIST. • • • 1 • • • • 1 • • • • • S' 'ICAL ANCHOR, • • SEE ELEV. • • • • IFOR SPACING • •••• • • WOOD BUCKS AND METAL STRUCTURE Nib, 1431, MR. GLASS MUST SUSTAIN LOADS IMPOSED BY G1.131 iY•STEM • • AND TRANSFER THEM TO THE BUILDING SiRUCIJRE. • • • TYPICAL ANCHORS: SEE ELEVVdRRSj ING 1/4" DIA. ULTRACON BY 'ELCO' (A,-177 KSI.Fy155 K•I) • INTO 2BY WOOD BUCKS OR WOOD•STRUCjURES • 1-1/2" MIN. PENETRATION INTO YAOD SHERD/SILL/JAMBS) THRU 18Y BUCKS INTO CONC. OR BLOCKS • • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMPti 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SFI F-DRII I ING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WRH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGF DISTANCF INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS- SG = 0.55 MIN. - CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/F1LLED BLOCK AT JAMBS f'm - 2000 PSI MIN. FL #20359 gyp.' VCENBF �'•.. Sealed: 1/12/2018 • MG-300 ALUM HORIZ. ROLLING WDW. 6 0 P-ANL\W16-2 v •••� Z S• • • V I • Z• o • 3 � •••• • . • " QO I J 3 ` ". cl6C0 • O J ts 0 � W J a0 � a a 0 0 drawing no. W16-26 (sheet 6 of 1 Q) TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH 1/4" MAX. SHIM METAL STRUCTURE wo TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT OX OPPOSITE OPTIONAL TO SPRING LATCH OPTIONAL TO SPRING LATCH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING EI1IIL4 , 1/• ," ;i�. 11 D.L.O. LLL!_ MIII FL #20359 • • • ••▪ • •• • • • • • • • •••• • • • • • • • • • • • • • • • •• • • • • • •• •• • • • • fo‘V z OM 1. ILOo/ am Mot 4 oU,•• 0112 Oa' 124g. W 4 W LL Z � {� mE4 • • • • • • • • • • •• • • • • •• • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING �p:•'•�GEN.QF• i Sealed: 1/12/2018 0 a ••• • • ••• • • • • • • as U •••;• 2 4 1 1 •••1, 1 • 8• • Z • • • 1 • 3• • 10 O N n m O M co tn3�a • O -I d - Wco 2 n c v a u 0 v drawing no. W16-26 (sheet 7 of 10 EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING F.B.C. APPROVED MULLION & MULUON ANCHORS SEE SEPARATE APPROVAL EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER FL #20359 z O • F� a o ij Mot• ' O ti'aq o 'o ut" Creir Vat Q W,W. Q W 01 F0 • • •• • •• • �• • drawing no. W16-26 (sheet 8 of 10 3.188 2.313 2.848 0 1.189--i .062 TYP. —1.439-- FRAME HEAD FRAME SILL 1.502 O VENT TOP/BOTTOM RAIL © JAMB STILE 0 VENT INTERLOCK ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 MG203 1 FRAME HEAD 6063-T6 - 2 MG301 1 FRAME SILL 6063-T6 - 3 MG302 1 SILL TRACK INSERT 6063-T6 - 4 MG303 AS REQD. FRAME JAMB 6063-T6 - 5 MG212 AS REQD. FLUSH FRAME ADAPTER 6063-T6 - 6 MG204 1/ VENT AXED MTG. RAIL 6063-T6 - 7 MG205 1/ VENT VENT INTERLOCK 6063-T6 - 8 MG304 1/ VENT JAMB STILE 6063-T6 - • • 9 MG207 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - • • • 10 MG208 AS READ. GLAZING BEAD (5/16' GLASS) 6063-T6 - • • • • • • • • • • 10A MG209 AS READ. GLAZING .BEAD (7/16' GLASS) 6063-T6 - • 10B MG210 AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - • • • • • 13 MG305 AS RTEQD. ADD -ON SILL RISER 6063-T6 - • 14 MG321 4/ VENT ROLLER HOUSING 6• GUIDE CELCON - • • • • 15 MG322 2/ VENT ROLLER BRASS - • • 16 MG323 2/ VENT ROLLER PIN ST. STEEL - • • • • • 17 #10 X 1" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS PH 1M• • • • • • • • 18 #10 % 3-1/2' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS PH i • • • • • • • • • 19 W222322 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB 22 E202 AS REQD. GLAZING BEAD BULB NEOPRENE ULTI : • : • 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4" FROM EACH END ZAMAK SULLOVAN & ASSOC. • • 24A d8 X 5/8" 2/ LATCH LATCH INST. SCREW ST. STEEL EH WAS • • 25 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE RO SWEEP LATCH 25A - 1/ LATCH LATCH SPRING ST. STEEL - • • • • • • • • 26 - 2/ WOW. HI -FLOW WEEPER - PREFERRED ENGINEERING PRRO•CT9 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 28 - AS READ. SILL INSERT, 2" LONG 6063-T6 AT MTG. STILE LOCATION 29 - AS REOD. SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 80t5 SHORE A O .250 SILL TRACK 1.961 2.848 .062 TYP. 2.974 1.000 .876 O FRAME JAMB .660 .188- .500 13 ADD -ON SILL RISER © FIXED MTG. RAIL 25 SPRING LOADED LATCH 2.786 .500 s72 �— .062 + Q FLUSH FRAME ADAPTER —I r.125 Loco 1�- SILL INSERT .583 3181 .050 .865 4- 1.096 10 .4581---1 .781 1—h 1.096 GLAZING BEADS .865 r.134 .781 050 .865 J— Ih-1.096 FL #20359 Zte 01E08 tap MG-300 ALUM HORIZ. ROLLING WDW. (LM.I.) CO I o. U • • • •1 • y1 U • • •� 1 Z � I •• •71 Cs• 3•••§L1 • tk$ l l o U,M N) 0 co V1 3 _ Z n c�o-J N W J Ma0M 0 n a O .0 O i 0 4 drawing rnno. W16-26 sheet 9 of 10) Sealed: 1/12/2018 0 O drawing no. W16-26 (sheet 10 of 10 FLORIDA OSPARM[M OF Business Professional Regulation bdarAr �r.t1u e I:V.+14 OFFICE OF THE • SECRETARY DO HOPE ADOPT DBPR 08PR DIVISIONS COMTACT DBPR BCIS Home . Log In I User Registration Hot Topics I Submit Surcharge stats & Facts Publications i FBC Staff i BCIS Site Map Links ( Search Product Approval USER: Public User product Aporoval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL26351 New 2017 Validated Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Yiping Wang yiping@mcyengineering.com Augusto Arias 8120 NW 84th St Medley, FL 33166 (305) 470-8284 aarias@mrglasswindows.com Windows Fixed Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Yiping Wang PE-55983 Keystone Certifications, Inc. 08/27/2025 Sifu Zhou, P.E. ❑ Validation Checklist - Hardcopy Received FL26351 RO COI Certificate of Independence SS.odf Standard• • ... • . Year. • • • II. TAS 201• • 1994 TAS 202• • • • • • • 1994 TAS 203 • • • • • • 1994 • ••• •• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • 00 • • 00 • • • • • • 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • ••• • • Product Approval Method Date Submitted Date Validated Summary of Products Method 1 Option D 02/14/2018 02/14/2018 FL # Model, Number or Name Description 26351.1 Series MRG-400 Fixed Window - LMI .eries MRG-400 Fixed Window - Large Missile Impact Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +52/-100 Other: Installation Instructions FL26351 RO II MRG-400 FA DRWS 02.07 SS.odf Verified By: Yiping Wang FL#55983 Created by Independent Third Party: Yes Evaluation Reports FL26351 RO AE Evaluation ReDort SS.Ddf Created by Independent Third Party: Yes rnmt Contact Us :: 7601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-182A The State of Florida is an AWEEO employer. Copyright 2007-7013 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund 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 mall 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 emalls 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 here . Product Approval Accepts: al NUM Credit Card Safe secu ritvM ETRICs• • • 000 • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• •• •.• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • 41,0 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • II* • • • • • • • • • ••• • • • 0400 • • MR. GLASS DOORS AND WINDOWS, INC. SERIES MRG-400 FIXED WINDOW LARGE $ SMALL MISSILE IMPACT DRAWINGS INDEX SHEET TITLE CONTENT REV. DATE 01 COVER GENERAL NOTES AND INSTRUCTIONS 02 E I WINDOW ELEVATION 03 G I GLASS CAPACITY CHARTS 04 D I WINDOW DETAILS 05 A I ANCHOR OPTIONS OG A2 ANCHOR OPTIONS 07 BOM BILL OF MATERIALS 08 ISO ASSEMBLE DRAWINGS GENERAL NOTES: - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 6TH EDITION FLORIDA BUILDING CODE (2017) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVI1Z). - WINDOWS RATED FOR LARGE MISSILE IMPACT. IMPACT SHUTTERS ARE NOT REQUIRED. - THESE WINDOWS ARE APPROVED FOR AIR AND WATER INFILTRATION. - ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. - MATERIALS INCLUDING, BUT NOT LIMITED TO, STEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 6TH EDITION FLORIDA BUILDING CODE (2017) SECTION AS APPLICABLE. - METAL STRUCTURES NOT BY MR. GLASS DOOR 6 WINDOWS, INK. TO BE DESIGNED TO SUPPORT THE LOADS IMPOSED BY THIS GLAZING SYSTEM AND TO TRANSFER SUCH LOADS TO THE BUILDING MAIN STRUCTURE. - ULTIMATE LOAD OBTAINED FROM ASCE 7- 10, MULTIPLIED BY 0.6 SHALL BE LESS THAN OR EQUAL TO THE MAX. DESIGN LOAD IN THIS DOCUMENT. THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1: DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7-10 STANDARD BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT. STEP 2: SEE SHEET G I FOR GLASS OPTIONS AND CHART FOR APPROVED LOAD OF DESIRED FRAME SIZE WITH GLASS OPTIONS. STEP 3: APPROVED ANCHOR OPTIONS SHEETS Al $ A2. ANCHOR SPACING SEE SHEET E I . STEP 4: THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. ABBREVIATIONS AND SYMBOLS D.L.O. - DAYLITE OPENING F.H. - FRAME HEIGHT F.W. - FRAME WIDTH W/ - WITH W/O - WITHOUT 0.C. - ON CENTER SECTION NUMBER SHEET NUMBER •• • •• • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • LEA MACAO OA All :• • •• • 3 • • •• • • • • • • •• • •• A- DAS s•ao•ET evwrnw MAU. N T OEXIMIC MO DOES NOT AROMA COHDTPAA MOAMAR.. THE AEA. ►OAMIRACTOR TON AES .E FOR /AA SELECT., PURCAASE AND COMMA. DETALED ON 11•3 C— .AAA mNowcTevu.u...4.,n uu o- WASPS/AAA T.urcrErt T.E ARAMAIC.. ENGINEER OF RECORD INAT PREPARED A. SERIES MRG-400 FIXED WINDOW (L.M.I.) • cr IDA RE TRATaIE`! * r1 NOC r28677 / I S'.�• * 01iiq . R� �A ..... AD10-01 ............ 1 OF 9 2/ Ci 1 02/06/18 AS SHOWN aN i FEBRUAR1�20TH,2018 48" 17/8' FRAME WIDTH 44 1 /4" D.L.O.W. 14" MAX. L U' tri L K 2 AI d 1 G" 1 1 4" MAX. FIXED WINDOW ELEVATION (TEST SIZE ShOWN) /8" FALSE MUNTINS (SURFACE APPLIED) MAY BE USED w FRAME • WIDTH 2 FRAME 1 WIDTH L t U' L 0- FRAME WIDTH FRAME 1 WIDTH • • • •• • • • • • • • • • • • • •• • • • • • • • • • • •• • FRAME • • • • WIDTH —pi• • • • • •• • •• • • •• FRAME WIDTH_ ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAIN ALLOWABLE LOADS FROM THOSE SHAPES. WIDTH OR LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. ••• Wig ;L to L • . soiSV Min tP• FEBRUARY 20TH, 2018 SERIES MRG-400 FIXED WINDOW (L.M.I.) El 02/08/18 AS SHOWN AD18—01 2 OF 9 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (GLASS) (GLASS) FRAME 512E5 GLASS TYPE5 FRAME 512E5 GLASS TYPES FRAME WIDTH FRAME HEIGHT GIF GIA G2 E G2A WIDTH HEIGHT GI 4GIA G24G2A (IN) (IN) +/- P5F +/- P5F (IN) (IN) +/- P5F +/- P5F 30 36 42 48 54 60 54 65.0 65.0 65.0 65.0 100.0 19 1/8 100.0 26 1/2 100.0 37 100.0 26 65.0 100.0 65.0 100.0 65.0 100.0 65.0 100.0 58.0 89.0 1 19 1/8 58.0 89.0 26 1/2 30 36 42 48 54 GO GO 65.0 100.0 37 65.0 100.0 53 1/8 38 3/8 65.0 100.0 65.0 100.0 65.0 100.0 65.0 100.0 65.0 65.0 58.0 52.0 100.0 19 1/8 100.0 26 1/2 89.0 37 80.0 53 1/8 50 5/8 65.0 100.0 65.0 100.0 65.0 100.0 62.0 95.0 30 36 42 48 54 GO GO 65.0 65.0 65.0 65.0 100.0 19 1/8 100.0 26 1/2 100.0 37 100.0 53 1/8 63 65.0 100.0 65.0 100.0 65.0 100.0 59.0 90.0 58.0 89.0 19 1/8 52.0 80.0 26 1/2 30 36 42 48 54 30 36 42 48 30 36 42 48 30 36 42 30 36 42 30 36 30 36 30 72 78 84 90 96 102 108 114 65.0 100.0 37 76 65.0 100.0 65.0 100.0 65.0 100.0 65.0 65.0 65.0 58.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 100.0 100.0 100.0 89.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1/4' AIR SPACE 1/8" TEMP. GLASS LU 3/1 6" HEAT 5TREN'D GLASS 0.090" PVB INTERLAYER BY'KURARAY AMERICA, INC.' 3/16" HEAT 5TREN'D GLASS 3/ 1 6" HEAT 5TREN'D GLASS 0.090" PVB INTERLAYER BY'KURARAY AMERICA, INC.' 3/ 16' HEAT 5TREN'D GLASS ALUMINUM SPACER GLASS TY- PE 'G I A' 13/16" NOMINAL OVERALL • •• • • • • • • •• • • 3/16' HEAT 5TREN'D GLASS • 0.090" SENIktelr ItTEKLAYER• BY 'KURARAY•AMEOIi INC.' 3/ 16" HEAT 5TREN'D GLASS • • • • • • • •• \ ` ••• • GLASS TYPE 'G2' 7/16" NOMINAL OVERALL 1/4" AIR SPACE 1/8" TEMP. GLASS w • • • • • • • • •• •• • • • • • • • •• • • • • • • •• • • •• i3/ 16" HEAT 5TREN'D GLASS • • oF MCY.Engineering • • • • • • • 0.090"5ENTRYGLA5INTERLAY( BY'KURARAY AMERICA, INC.' 3/ 1 G" HEAT 5TREN'D GLASS ALUMINUM SPACER 1 3 GLASS TYPE 'G2A' 13/ 16" NOMINAL OVERALL 1#: NOTE: GLASS COMPLIES WITH ASTM E 1300-091i (3 SEC. GUSTS). ku RIDA Rf�f�563�: Np N. 28Bn/ R SERIES MRG-400 FIXED WINDOW (L.M.I.) 0 z 3 Os 3LL Q 0�E 0 0' N2 • • • • • • • • • • • •••• •• • G1 r[ 02,06/1B AS SHOWN Ban AD1.9-01 3 OF 9 hill FEBRUARY 20TH, 2018 • • • • MIN. CONeRETEa f'c = 3000 psi MIN. CONCRETE fc=3ksiMIN EDGE DIST. TYP. ANCHOR. FOR ANCHOR OPTION SEE SHEET A I E A2 =a N 2 V U TYP. ANCHOR. FOR ANCHOR OPTION SEE SHEET A It CONCRETE SUBSTRATE SHOWN. FOR OTHER OPTIONS SEE SHEET A I OR A2 INSULATED LAMINATED GLASS SHOWN. GLASS TYPES ARE INTERCHANGEABLE. SEE PAGE G I FOR GLAZING OPTIONS. i METAL STRU TYP. ANCHOR. FOR ANCHOR OPTION SEE SHEET A I* A2 0 OPTI N • • •• • • • • . • • • • • • • • •• •••• • • • • • •• •• • • • • • • • •• • • • • • • • • • • •• FLUSH ADAPTOR OPTION . • • U Z W •I••o 0 0 Z Z pLU va 2 w.NICItneine -� ,h- v • RIDA IWIRRA� GTryoG DATE o2/uN1B at NO MTN 28677 AS SHOWN 1301 SERIES MRGA00 FIXED WINDOW (L.M.I.) z_ oS zm e o co Lz, or% o�w r • n... FEBRUARY 20TH, 2018 D1 1.0 AD10-01 4 OF 9 • • • • • • • • • •• • `1c 1/4" MAX SHIM 0 TYP. ANCHOR. SEE SHEET A I llll llll 11 llll llll, l O ® Io D.L.O. I 1 7/8" F.W. • INSULATED LAMINATED GLASS SHOWN. GLASS TYPES ARE INTERCHANGEABLE. SEE PAGE G I FOR GLAZING OPTIONS. Ilk OPP. W09D BUCK 174" MAX. • 0 w 0 TYP. ANCHOR. FOR ANCHOR OPTION SEE SHEET AI 0 7/8" - 1 /4" MAXI • • • SHIM • • • 2 0 0 2 1 7/8" 9 7/8" • •• • • •• 0000 • • • • • •••• • • • • • • •• • •••• • TVP.0,NCH OR. • SEE SHEET Al • • • • 1 • • •• • • • FLORIDA APPROVED • MULLION AND MULLION ANCHORS 5EE SEPARATE APPROVAL • FLUSH ADAPTOR OPTION 1/4" MAX. • SHIM • 0 rY O n • 0 0 0 '® TYP. ANCHOR. SEE SHEET A2 MIN. EMBEDMENT 1I 1• • f G I• • • w JS�`•7 :• A,Fc"1�'"��i £" f • RIDA R TRAiigN*�$ r %jO C N. 28677 =#i SERIES MRG-400 FIXED WINDOW (L.M.I.) FLUSH ADAPTOR i OPTION OF D2 LIATL Bao6H8 .VE AS SHOWN BM AD18-01 5 OF 9 FEBRUARY20TH,2018 MIN EDGE DIST. CONCRETE fc = 3000 psi 5 0 TYP. ANCHOR SEE E I FOR SPACING 1 ANCHOR OPTIONS : MIN. EDGE DIST.T 11 `METAL STRU ' E / { III TYP. ANCHOR SEE El FOR SPACING TYPE "A": 1/4" DIA. 'ELCO' ULTRACON (Fu= 177KSI, Fy= 1 55K51) 1 1/2 " EMBED INTO WOOD (5G=0.55) TYPE "B": 1/4" DIA. 'ELCO' ULTRACON 1 3/4" EMBED INTO fc'=3 KSI MIN. CONCRETE OR THRU IX WOOD BUCK INTO CONCRETE W/ 13/4" EMBEDMENT INTO CONCRETE J 1/4" DIA. 'ELCO' ULTRACON (Fu= 1 77K51, Fy= 1 55KSI) I 1/4" MIN. EMBED INTO HOLLOW BLOCK 13/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU IX WOOD BUCK INTO HOLLOW BLOCK OK GROUT FILLED BLOCK WITH I 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) TYPE "C": # 14 SMS SCREW (Fu=74K51, Fy=57K51) INTO 1 /8" MIN. THK ALUMINUM MEMBER (6063-T5 MIN.) # 14 TEKS SCREW (Fu= 120 KSI, Fy=92KS1) INTO 1/8" MIN. THK STEEL. ANCHOR EDGED DISTANCE: INTO CONCRETE 4 MASONRY= 1 1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL = 3/4" N TYP. ANCHOR SEE El FOR SPACING FLORIDA AMR MULLION AND ANCHORS SEE APPROVAL Ivo D LLION PARATE Mit MI MIN. EDGE DIST. CONCRETE AT HEAD , SILL OR JAMB fc'=3000 P51 MIN. UNLESS SPECIFIED C-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 PSI MIN. WOOD SG=0.55 MIN. 111 TYP. ANCHOR SEE El FOR SPACING 5 5 N MIN. EDGE DIST CONCRETE 41 fc = 3000 psi N TYP. ANCHOR SEE El FOR SPACING 1—• • z• • •• •a••••• • •• • FLORIDA APPROVAL MULLION SEE SEPARATE APPROVAL SEALANT: ��,Qp:: "ILIZ!+ie. t% ALL JOINTS AND THE FRAME v R1DAB;"T:"k':I" CONNECTION SEALED WITH SILICOg5.: N° Z8A // WOOD BUCKS AND METAL STRUCTURE NOT BY MR. .* 1 n� # GLASS WINDOWS AND DOORS, MUST SUSTAIN LOAD�4 IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM �17„, • .apK.'••'ts` TO THE BUILDING STRUCTURE �rirFr'$t0�(�v��, FEBRUARYA20TH, 2018 w11 c_e ' •.I • • •• • • • •• • • • • ••• • 3t • • ••4� Z_ I- re W W N • 4. • 0 i ••W� as • y •'^ ••0L' TYP. ANCHOR SEE 2 ELEVATION FOR SPACING F.W. SERIES MRG-400 FIXED WINDOW (L.M.I.) 0 z_ N os z 3LL z i CCW o6 0" 0Fw �s 5R c9 Al ..............1 02/06/16 Sin AD10-Di 6 OF 9 MIN. EDGE DIST. TYP. ANCHOR SEE E I FOR SPACING 1 Wi! BUCK OR WOO ST» 11t11 RBI III ■h 5 ANCHOR OP ONS : MIN. EDGE DIST. METAL STRUCTURE • • [LIM TYP. ANCHOR SEE E I FOR SPACING 5 3 N TYPE "A": 1/4" DIA. 'ELCO' ULTRACON (Fu= 1 77KSI, Fy= 1 55K51) I 1/2 " EMBED INTO WOOD (SG=0.55) TYPE "B": 1 /4" DIA. 'ELCO' ULTRACON 13/4" EMBED INTO fc'=3 K51 MIN. CONCRETE OR THRU IX WOOD BUCK INTO CONCRETE W/ 1 3/4" EMBEDMENT INTO CONCRETE 1/4" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 155KSI) 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU I X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH I 1/4" MIN. EMBED INTO HOLLOW BLOCK 13/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) TYPE "C": # 14 SMS SCREW (Fu=74K51, Fy=57KS1) INTO 1/8" MIN. THK ALUMINUM MEMBER (6063-T5 MIN.) # 14 TEKS SCREW (Fu= 120 K51, Fy=92K51) INTO I/8" MIN. THK STEEL. ANCHOR EDGED DISTANCE: INTO CONCRETE MASONRY= 1 1/2" MIN. INTO WOOD STRUCTURE = I" MIN. INTO METAL = 3/4" CONCRETE AT HEAD , SILL OR JAMB fc'=3000 P51 MIN. UNLESS SPECIFIED C-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 PSI MIN. WOOD SG=0.55 MIN. FLORIDA APPROVED MULLION AND MULLION ANCHORS SEE SEPA APPROVAL MIN EDGE DIST. CONCRETES c = 3000 psi MIN 1- z z5 TYP. ANCHOR SEE E I FOR SPACING TYP. ANCHOR SEE E I FOR SPACING SEALANT: ALL JOINTS AND THE FRAME CONNECTION SEALED WITH SILICONE. WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS WINDOWS AND DOORS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYP. ANCHOR SEE E I FOR SPACING • • • • • •• • ..0 • • SERIES MRG-400 FIXED WINDOW (L.M.I.) e • J 6c7,.E tp .,,,��V RIDA REC.�TRA1TijN�G SO 28677 '_ A2 7 OF 9 Ys111ss FEBRUARY 20TH, 2018 2.848" 0.781"1.055 QFRAME HAD, SILL $ JAMBS MGR-20 I 6063-T6 0..45t8" I �j�I � lJ Li) 03 11.096" 1 OGLASS STOP MGR-210 6063-T6 674" Ln m 0 O PERIMETER COVER MRG-215 6063-TG 2.786" 1 OILUSh FRAME ADAPTER MGR-212 6063-T6 BILL OF MATERIALS 0. 134" T1 Cn 00 O.- • • • • • •• • • 11.096" 1 •••• ••.• • �GLASS STOP .• • • • • MGR-209 606V-ir: • • ITEM PART DESCRIPTION MATERIAL MANUF. / REMARKS MGR-20 I FRAME HEAD G0G3-TG TECNOGLA55 2 MGR-2 15 PERIMETER COVER GOG3-TG TECNOGLA55 3 MGR-2 1 2 FLUSH ANCHOR ADAPTOR G0G3-TG TECNOGLASS 4 MGR-209 GLASS STOP (INSULATED LAMINATED GLASS) GOG3-TG TECNOGLA55 5 MGR-2I0 GLASS STOP (LAMINATED GLASS) GOG3-TG TECNOGLA55 G I/4' HH TAPCON A5 REQUIRED 7 8- 18 PH PH 55300 L= IASSY SCREW 5T/5T 8 I 0-1 G SM5 PH PH L= I' 55300 ST/ST 9 BULB GASKET ULTRAFAB E20I VINYL 10 SETTING BLOCK 3/ 1 G" THK X 1 /2' X I" 5ANTOPRENE II DC975 DOW CORNING 795 SILICONE DOW 12 I/2" X 5/8" SETTING BLOCK LAMINATED GLASS SANTOPRENE 13 GLASS SPACER ALUMINUM TECNOGLA55 • • • • • •• • • •• • • •• • •. :• • •• • • • • • "gra $` +' ,t 4.• V FLORIDA WAN, •• NO AL 28677/ S • • SERIES MRG-400 FIXED WINDOW (L.M.I.) PARTS "4i Q: • f''' mall FEBRUARY 20TH, 2018 DATE 02. 6,'8 AS SHOWN NANA on B., AD18-OL 8 OF 9 ••• • • • • • • • •• • • FRAME E201 (8) #10 x 1/2"LG FH SMS S/S MIG ALL CORNERS TO BE WELDED (ELECTRODE ER4043) PLATE 1/8" x 1 1/4" x 6" CIRCULAR OR ANGULAR WINDOW CONECTION SEALANT: ALL JOINTS AND THE FRAME CONNECTION SEALED WITH SILICONE. RECT. OR SQUARE WINDOW CORNER •• • • • • • • •• • • •• • • • • • • • • • • •• • • •• • • •• • •• • • •• ▪ • • • 3 • 0 • - 110, m W6< $•iP flu z ow •NBC oa SERIES MRG-400 FIXED WINDOW (L.M.I.) les v:; RID_ �C�SBRAk1* $O . 2acn/ : 41 I ISO re O2A16/I8 .�r AS SHOWN Bin PL 0 IA 412.2. AD10—01 °*'aFs3►.0.1•V * gm IS FEBRUARY 20TH, 2018 9 OF 9 FLORIDA ORPARTMIfNT OF Business Professional Regu ation bla r 0 OFFICE OF THE f BECRETARY� BCIS Home '1, Log In ' User Registration Hot Topics ; Submit Surcharge ` Stats & Facts I Publications Product Approval USER: Public User Product Approval Meno > Product or Application SearcI > Application I Is( > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL20352-R2 Revision 2017 Approved Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Windows Single Hung Contact Us ( BCIS Site Map 1 Links I Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Javad Ahmad PE-70592 Keystone Certifications, Inc. 08/27/2025 Ammad Riaz, P.E. El Validation Checklist - Hardcopy Received FL20352 R2 COI SS -Series MG-200 Alum Sinale Huna Window(LMI-SMI) -CI 2017.odf Standard TAS 201 TAS 202 TAS 203 • • • • ••• ••• • • • • • Year 1994 1994 • • 1994 • • • • • ••• •• • • • •• • ••• •• ••• • ••• • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 00410 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 01/15/2018 01/16/2018 01/21/2018 04/10/2018 Summary of Products FL # Model, Number or Name Description 20352.1 Series MG-200 Aluminum Single Hung Window Large missile impact resistant aluminum single hung window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-140 Other: See attached drawing W16-20 for span vs. load combination and installation details. Installation Instructions FL20352 R2 II SS -Series MG-200 Alum Sinale Huna Window (LMI)-2017 DWG W16-20.odf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL20352 R2 AE SS -Series MG-200 Alum Sinale Hung Window (LMI) -PAE 2017.odf Created by Independent Third Party: Yes 20352.2 Series MG-200 Aluminum Single Hung Window Small missile impact resistant aluminum single hung window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-140 Other: See attached drawing W16-21 for span vs. load combination and installation details. Installation Instructions FL20352 R2 II SS -Series MG-200 Alum Single Hung Window (SMI)-2017 DWG W16-21.odf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL20352 R2 AE SS -Series MG-200 Alum Single Hung Window (SMI) -PAE 2017.odf Created by Independent Third Party: Yes Nextl Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund 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(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 emalls 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 here . Product Approval Accepts: Credit Card Safe securl tv\t CIRRICS' •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • ••. •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES MG-200 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG 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 SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 16Y OR.,2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABEUNG TO COMPLY WITH SECTION 1709.9.2. 6" MAX. HEAD/SILL CORNERS SILL ANCHORS NOT REQUIRED FOR LOADS UPTO 80 PSF 53 1/8" WINDOW WIDTH 46 3/4" D.L.O. (FIX. UTE) 20 1/2" MAX. 4 A HEAD 1 1 I B 4 l //. /, I j M n // -4 TYPICAL ELEVATION TESTED UNIT FALSE MUNTINS (SURFACE APPUED) MAY BE USED • • • • • •• • • • • • • • • • • • • • ADDL. ANCHOR READ. • • SiE CHART • • 'FOR CAPACIT6 •• • • • • • • A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGNEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. ' 0 U • • • • • • • • • • • • • • •• • • • •• • FL #20352.1 Sealed: 1 /12/2018 Ifa4"'V Z 2 q pp 0 poi ��yRM11`� O C LL °noQ8 CC IS gas z 3 CD 0 0 • To a V • • U •• 140 ▪ N N o 30 ••.1 • 2 • 3 ••�• o:m CD u M M 10 re V • J o 3 LL a Ez�o o 0 O uJ co a 0 0 V 0 drawing no. W16-20 (sheet 1 of 8 ) 3/16" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS .090" Interlayer .090" Interlayer SentryGlos Trosifol PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS SILICONE DOW 795 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AR SPACE 3/16" HEAT STREN'D. GLASS .090" Intenoyer SentryGlos By 'Kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS SIUCONE DOW 795 AT 1/4 POINTS ALL SIZES GLASS TYPE Al 7/8" OVERALL INSUL. LAM. GLASS z SIUCONE DOW 795 AT 1/4 POINTS ON LITES W DER THAN 36" ONLY r GLASS TYPE 'B' ( 5/16" OVERALL LAM. CLASS 1 GLAZING OPTIONS 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D. CLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc: 1/8" HEAT STREN'D. GLASS SIUCONE DOW 795 AT 1/4 POINTS ALL SIZES GLASS TYPE 'BI' 11/16" OVERALL INSUL LAM. GLASS 1/4" AIR SPACE CONSISTING OF: S" C,F& 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT' SILICONE DOW CORNING 791 GE 2000 OR 'DURASEAL' EDGE SEAL SYSTEM BY 'QUANEX' • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • ra,6V co •• r w • • • •(--- • • • • — • J • • • • • • Q I Z • • • • • • •• • •• • • •• Sealed: 1/12/2018 x rn 0 5 ci ••I • Z m I• E Z • • • • N V) ty ▪ ` o r r N M CO T m CO I (A 3 w J C7(7)- d%N W J m r 0 m a v a c drawing no. W16-20 sheet 2 of 8 • .• • .• • .• i• • •• • •• • �416 —• • • • COMP—ANL\W16-20MG)I EQUAL LITES WINDOWS WIDTH UNEQUAL LITES WINDOWS UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF GLASS TYPES GLASS TYPES • AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMY. iIQRIDA 33133 (C.A.N. 3538) 1, T•- (309) 2844100 • FAX (306) 2626976 FLANGE DIMS. GLASS TYPES 'A' & 'Al' GLASS TYPES 'B. & '131' HEIGHT _ FLANGE DIMS. 'A' & Al'' FLANGE DIMS. 'B. & 'B1' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) 1Nr.(-) 19-1/8" 80.0 140.0 80.0 80.0 /, 19-1/8' 80.0 140.0 19-1/8" 80.0 80.0 26-1/2" 80.0 140.0 80.0 80.0 / 26-1/2" 80.0 140.0 26-1/2" 80.0 80.0 30" 38-3/8" 80.0 140.0 80.0 80.0 37" 80.0 140.0 30" 80.0 80.0 37" (4) 80.0 140.0 80.0 80.0 40" 80.0 140.0 32" 80.0 80.0 48' 80.0 140.0 80.0 80.0 43" 63" 80.0 140.0 36' 50-5/8" 80.0 80.0 • • 80.0 48" (7) 80.0 140.0 37' (6) 80.0 80.0 • • • 53-1/8" 19-1/8" 80.0 80.0 140.0 140.0 80.0 80.0 80.0 50" 80.0 140.0 46" 80.0 80.0 • • • •• • • • • • 26-1/2" 80.0 140.0 80.0 80.0 52" 80.0 140.0 48" 80.0 80.0 • 30" 50-5/8" 80.0 140.0 80.0 80.0 53-1/8" 80.0 140.0 53-1/8" 80.0 80.0 • • • • • 37' (6) 80.0 140.0 80.0 80.0 / �/. 19-1/8" 80.0 140.0 19-1/8" 80.0 80.0 • 48" 80.0 140.0 80.0 80.0 / 26-1/2' 80.0 140.0 26-1/2" 80.0 80.0 f • • • • • • 53-1/8" 80.0 140.0 80.0 80.0 37" 80.0 140.0 30' 80.0 80.0 • • 19-1/8" 80.0 140.0 80.0 80.0 40" 74-1/4" 80.0 140.0 32" 63" 80.0 80.0 w • • • • • 26-1/2" 80.0 140.0 80.0 80.0 43' (8) 80.0 140.0 36" (6) 80.0 80.0 a_• • • t w .11 • MG-200 ALUM SINGLE HUNG WINDOW (L.M.I.)j MR. GLASS DOORS & WINDOWS INC. 8120 N.W. 84 STREET• • • • • MEDLEY, FL. 33166 • • • TEL (305) 470-8284 FAX. :305):70—.28: .W e.. 48" 80.0 140.0 JTHESIS INDICATE NO. OF ANCHORS PER JAMB. 37" 80.0 80.0 NO. IN PARENTHESIS INDICATE NO. OF ANCHOR) •• ••• • • • • • • • • •• • • • • •• ••• • ACITIES ON THIS SHEET ARE • Se. E1300-09 (3 S3U f • DA BUILDING COMMISSION • • • • RY STATEMENT DCA05-DLC-2190 • • • • •• • 30" 37" 63" (6) 80.0 80.0 140.0 140.0 80.0 80.0 80.0 80.0 50" 80.0 140.0 46" 80.0 80.0 48" 80.0 140.0 80.0 80.0 EQUAL LITES 52" 80.0 140.0 19-1/8" 80.0 80.0 53-1/8" 80.0 140.0 80.0 80.0 19-1/8" 80.0 140.0 26-1/2" 80.0 80.0 19-1/8" 80.0 140.0 80.0 80.0 26-1/2" 80.0 140.0 30" 74-1/4" 80.0 80.0 26-1/2' 80.0 140.0 80.0 80.0 37' 80.0 140.0 32" (8) 80.0 80.0 30" 74-1/4" 80.0 140.0 80.0 80.0 40' 76" 80.0 140.0 36" 80.0 80.0 37' (8) 80.0 140.0 80.0 80.0 43' (8) 80.0 140.0 37" 80.0 80.0 48" 80.0 140.0 80.0 80.0 48" 80.0 140.0 19-1/8" 80.0 80.0 53-1/8" 80.0 129.6 80.0 80.0 50" 80.0 140.0 26-1/2' 80.0. 80.0 19-1/8" 80.0 140.0 80.0 80.0 19-1/8' 80.0 140.0 30" 76 80.0 80.0 26-1/2" 80.0 140.0 80.0 80.0 26-1/2" 80.0 140.0 32" (8) 80.0 80.0 30" 76" 80.0 140.0 80.0 80.0oi 37' 84" 80.0 140.0 36' 80.0 80.0 37" (8) 80.0 140.0 80.0 80.0Cc 40' (a) 80.0 140.0 L.19-1/8` 80.0 80.0 48' 80.0 140.0 80.0 80.0 43" 80.0 140.0 26-1/2" 84" 80.0 80.0 53-1/8' 80.0 128.5 80.0 80.0 w 19-1/8" 80.0 140.0 30' 8 80.0 80.0 19-1/8" 80.0 140.0 - - 26-1/2" 90" 80.0 140.0 32' 80.0 80.0at (revisions: ) no dote by descriptionII 1 26-1/2' 80.0 140.0 - - cc 0 37" (9) 80.0 140.0 Q0. _ O O OF 30" 84' 80.0 140.0 - - U 40' 80.0 140.0 a. WIDTH U 37" 80.0 140.0 - - Q 19-1/8" 80.0 140.0 z ou- tit •N li V 48' (8) 80.0 140.0 - - 40 26-1/2" 96" 80.0 140.0 O Z 50 Q Q O 53-1/8" 80.0 124.7 - - 37" (9) 80.0 140.0 z 19-1/6' 80.0 140.0 - - Ci z WIDTH r2 /, 26-1/2" 80.0 140.0 - - . a u %. �/• 30' 80.0 140.0 - - V HEIGHT 'z ^5 - 37" 90` (8) 80.0 140.0 - - o' Z __ :IGHT _ °' 48' 80.0 140.0 - - In lit 53-1/8" 80.0 123.1 - - /, 19-1/8' 80.0 140.0 - - X (' �z _ // /. 26-1/2" 80.0 140.0 - - w H .., 1111 !-- u n 0 a -- 1 1 R i ,--, o v ,--� u - - 1111 / `` 30" 96" 80.0 140.0 ��;/�IZ�'g,/,�� 37' (8) 80.0 140.0 - - Z PNi•' EN:'•' �i UNEQUAL LITES (ORIEL TYPE) '. ., uG ;"V 53-1/8" 80.0 122.4 - - Z \ 0` No.70592 53-1/8' 74-1/4' 80.0 140.0 - - * 53-1/8" 8D.0 140.0 - - -'� • ' 53-1/8" 76" 64" 80.0 140.0 - - 533 i 6 TYPE) %®••. & • `� `d�r/awiinng �1no.1 rr� V -LO" 53-1/8" 90" 80.0 140.0 - - p_I5 UNEQUAL LITES (ORIEL • r /ss�®.... ` 53-1/8' 96" 80.0 140.0 - - `~ (G.�� FL (sheet 3 of 8) #20352.1 77jIT6yA�j111� Sealed: 1/12/2018 1BY OOD BUCK ci WI r 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE OIST. • 0 OPTIONAL TO SPRING LATCH EOG8' DIST. TYPICAL ANCHORS .- READ. FOR LOADS ABOVE 80 PSF ONLY SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE r F.B.C. APPROVED I1 MULLION & MULLION ANCHORS 11 SEE SEPARATE APPROVAL I 1 EDGE DIST. J • • • • • • • • • • • • • TYPICAL ANCHI%Ff • • • • • • • • SEE ELEV. • FOR SPAC1 • • • • • • • • • • • WOOD BUCKS AND METAL STRUCTURE• WiT• lilt• MR. GLPt! • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDlI901:* URE. • •• • • • WEEPHOLES: W1 = 1-1/2" X 5/16" WEEPHOLES AT 5-1/2" FROM EACH END 18Y WOOD BUCK TYPICAL ANCHORS REDD. FOR LOADS ABOVE BO PSF ONLY SEE ELEV. FOR SPACING • • • • TYPICAL ANCHORS: SEE ELEiy•F&Fe zgjCING • • • • • 1/4" DIA. ULTRACON BY 'ELCO' (u=17, KS: Fy-155 ILSI) • INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO VtOOD J LAO/SILL/SAMBS THRU 1 BY BUCKS INTO CONC. OR (LOCKS. • • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS, 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) • • DIRECTLY INI0 CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55.MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. FL #20352.1 11I11111 Sealed: 1/12/2018 3 w z 1n 0 0 1) t10 (3 ••IC• Z • o n G Z • • • •-• � 1- O1nM OaM• N 3 v cecw 0 2 • drawing no. W16-20 (sheet 4 of 8 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING F.B.C. APPROVED MULUON SEE SEPARATE APPROVAL TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM 1/4" MAX. SHIMS ALF • �1 •..• e • . • • TYPICAL ANCHORS SEE ELEV. FOR SPAYING • . • ...• •.•• • • • • •• • • •••• • • • • • • • • •• • METAL STRUCTURE FL #20352.1 •• • • •• . ... ORIDI .•''( iONAL •'-‘`‘\ LU 11111 Sealed: 1/12/2018 to4"V • Z N • I• i0 0 • g ••'*••• (fl op oo V) N 0 * m co I ZW8 �OJ Z. N W J 0 0 n 0 O O C drawing no. W16-20 (sheet 5 of 8 EDGE DIST. Cr) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING F.B.C. APPROVED MUWON & MULUON ANCHORS SEE SEPARATE APPROVAL TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER • • • • •• •• • • • • •••• • •••• •••• • • • • •••• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • •• • FL #20352.1 • •• • • • •• • �f 1111 If% Sealed: 1/12/2018 0 b z • • •te g • o n 0 Ir v 0 drawing no. W16-20 (sheet 6 of 8 T 2.1348 .090 1.876 .062 TYP. O .876 ______k II 1.189—I 2.910 FRAME HEAD 874 .062 TYP. 1.094 2.844 2.063 V---1.409 QQ FIX. MEETING RAIL O FRAME JAMB .062 TYP. Q VENT TOP RAIL 1.169 O VENT SIDE RAIL 13 SPRING LOADED LATCH © VENT BOTTOM RAIL 2.786 .500 i 672 .062 10 FLUSH FRAME ADAPTER 3.072 1.232 d 1.000 9 .090 J .062 TYP. 2.848 Q2 FRAME SILL 3.353 .500 -1.5831^- .7�81 I 05 65 V-1.096 .458+—i .78 1 .050 5 F-1.096 GLAZING BEADS .7814 .134 .050 I F 1.096 0 .865 ITEM / PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMAJ1XS 1 MG201 1 FRAME HEAD 6063-T6 - 2 MG202 1 FRAME SILL 6063-T6 - 3 MG203 2 FRAME JAMB 6063-T6 - 4 MG204 1 FIXED MTG. RAIL 6063-T6 - 5 MG205 1 VENT TOP RAIL 6063-T6 - 6 MG206 1 VENT BOTTOM RAIL 6063-T6 - 7 MG207 2 VENT SIDE RAIL 6063-T6 - 8 • MG208 AS ROD. GLAZING BEAD (5/16" GLASS) 6063-T6 - ••/ 8A MG209 AS RQD. GLAZING BEAD (7/16" GLASS) 6063-T6 - • • • • • • 89 MG210 AS RQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - • • • • • • 1 9 - 2/VENT SASH STOP 6063-T6 - • 10 MG212 AS REQD. FLUSH FRAME ADAPTER 6063-T6 - • • 12 SL203P 2/ VENT SWEEP LATCH ZAMAK SUL•IV�I•IO Arc.t•�•� 12A %8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL OH SMII • • • • 13 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTEET4.1Z ;q VEEP LATC •1 13A - 2/ LATCH LATCH SPRING ST. STEEL - • • • • 14 #10 X 1' AS REQD. FRAME & VENT ASSEMBLY SCREWS CRS -♦ •• •••1 PH SMS 16 E202 AS REQD. GLAZING BEAD BULB NEOPRENE ULT LP : • : • 18 W73231NK0008 AS REQD. SIDE RAIL RN SEAL W'STRIPPING - ULTR•FAB • • 19A MG221 2/ VENT VENT BOTTOM GUIDE CELCON 11•IP M&M•PLASTICS • • • 19B MG222 2/ VENT VENT TOP GUIDE CELCON M&M•PLASItS • • • 19.1 #6 X 5/8" 1/ GUIDE SASH GUIDE INST. SCREW CRS • FH SMS TPE B • • 20 SL-14A-044 2/VENT ULTRALIFT SPIRAL BALANCE - CALDWELL • • 20A #10 X 1-1/4" 1/ BALANCE BALANCE INST. SCREW - OH SMS TYPE B 22 - 1 5/16' BOX SCREEN - OPTIONAL 23 - 2/ UTE SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A 24 - 2 HI -FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS ro‘U drawing no. W16-20 sheet 7 of 8 Sealed: 1/12/2018 • • • • • • •• • •• • VENT TOP CORNER VENT BOTTOM CORNER FRAME TOP CORNER FRAME BOTTOM CORNER • • • • • •• • • • • • •••• • •••• • •••• • • • • • •••• • • •• • • • • •• •• •••• • • • • • • • • • • • • • • •• • •• • • • •• • FL #20352.1 'e;••'�10EN3F''•• .. No. 70592 A *AMA, Sealed: 1/12/2018 5 0 to Z � • I• o • 0 ••r••• O m^ Z • • ai • . • w4 n o(n- a.•M co O en a U• 0 J n N Ow • 07� 2 n D a 0 c drawing no. W16-20 sheet 8 of 8 t FLORIDA DtPARTM6Nt OP Business & Professional Regulation DFFlCE OF,THE VSECRETAR BCIS Home j Log In I User Registration Hot Topics I Submit Surcharge Product Approval USER: Public User tanklaemp OBPR HOPE E OBPR DI4I3IOW3 CONTACT OBPR Stats & Facts Publications I FBC Staff I BCIS Site Map Links I Search product Approval Menu > Product or Application Search > Application Usk > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code New 2017 Approved Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Javad Ahmad PE-70592 Keystone Certifications, Inc. 08/27/2025 Ammad Riaz, P.E. CI Validation Checklist - Hardcopy Received FL25959 RO COI SS -Series MG-1100 Alum SGD (LMI-SMI)-CI 2017.odf Standard TAS 201 TAS 202 TAS 203 •• • • • • • • •• • Year 1994 1994 • • • 19694 • • • • • •• • • • •• • • • •• • • • • • • • • •• • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• ••• • • Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 01/26/2018 01/29/2018 01/30/2018 04/10/2018 FL # Model, Number or Name Description 25959.1 Series MG-1100 Aluminum Sliding Glass Door Large missile impact resistant 3-track aluminum sliding glass door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-100 Other: See drawing 18-06F for span vs load combinations and installation details Installation Instructions FL25959 RO II SS -Series MG-1100 Alum SGD (LMI)-2017 DWG 18-06F.Ddf Verified By: Javad Ahmad PE #70592 Created by Independent Third Party: Yes Evaluation Reports FL25959 RO AE SS -Series MG-1100 Alum SGD (LMII-PAE 2017.odf Created by Independent Third Party: Yes 25959.2 Series MG-1100 Aluminum Sliding Glass Door Small missile impact resistant 3-track aluminum sliding glass door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-100 Other: See drawing 18-16F for span vs load combinations and installation details Installation Instructions FL25959 RO II SS -Series MG-1100 Alum SGD (SMII-2017 DWG 18-16F.Ddf Verified By: Javad Ahmad PE #70592 Created by Independent Third Party: Yes Evaluation Reports FL25959 RO AE SS -Series MG-1100 Alum SGD (SMII-PAE 2017.Ddf Created by Independent Third Party: Yes im Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund 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 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: CA id 1-k1 Credit Card Safe securii.v>u rRICs• • • .. • • • • • • • • • • • • • • • • • . • 0641 • • • • • • • • ... •• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • . •• • • •• • • . • • • • • • • • • • ... • • • • • . • • • • • ••• • • • • • • • • • 410 • • • • • Oil • . . • 000 • • ANCHOR LOAD CAPACITY - PSP ANOMIE TYPE ANCHORS A. B. C. & 'D' DOOR DESIGN LOAD CAPACITY - PSF 51•I SPACE 3/8' SHIN 1/2' MAX. SHIM AVERAGE E ROM INOIES DOOR FRAMEPAA HEM mats STD. ASTRAGAL REINF. ASTRAGAL PANEL BOTH r001 Mb43 Dom FRG( HD2If0 MCIEt 4 ANCHORS AT IRO. BIDE IND9 4 ANCHORS AT RTC. BTU DOS I ARMORS AT Nf6. BTU 01116 GLASS TYPES 'A' @ 'A1' GLASS TYPES 'B' & 'B1' 'C' k 'CI' GLASS TYPES 'A' & 'Al' (+ D) us. (-) cm (+) BAT. (-) IXT. (+) M. (-) ENT.(+) INN.(-) ENT.(+) Nlf.(-) EXT.(+) INT.(-) 3o 38 42 80.0 100.0 , 80.0 80.0 80.0 100.0 30 36 42 48 54 60 62-7/8 100.0 100.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 100.0 100.0 100.0 BOLO 100.0 BOLO ..�.. BOLO 100.0 100.0 100.0 100.0 Ulam �-y��7 80.0 100.0 BOLO ''®' BOLO 100.0 100.0 100.0 100.0 54 60 71.1 88.9 ,.II 80.0 68.9 100.0 100.0 100.0 64.0 80.0 - - 64.0 80.0 100.0 100.0 100.0 30 36 42 48 54 60 84 80.0 100.0 80.0 80.0 80.0 100.0 30 36 42 48 54 60 B4 100.0 100.0 100.0 60.0 100.0 80.0 80.0 . 80.0 100.0 100.0 100.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 100.0 100.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 100.0 100.0 100.0 71.1 88.9 71.1 80.0 71.1 88.9 100.0 100.0 100.0 64.0 80.0 - - 64.0 80.0 100.0 100.0 100.0 30 36 42 48 54 60 90 80.0 100.0 80.0 80.0 BOLO 100.0 30 36 42 48 54 60 90 100.0 100.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 100.0 100.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 100.0 100.0 100.0 80.0 100.0 80.0 BOLO 80.0 100.0 to0.o 100.0 100.0 71.1 88.9 - - 71.1 88.9 100.0 100.0 100.0 - - - - 84.0 80.0 100.0 100.0 100.0 30 36 42 46 54 60 96 80.0 100.0 e0.0 80.0 BOLO 100.0 30 36 42 48 54 60 98 100.0 100.0 100.0 80.0 100.0 80.0 60.0 80.0 100.0 100.0 100.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 100.0 100.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 100.0 100.0 100.0 71.1 88.9 - - 71.1 88.9 100.0 98.7 100.0 _ - - - 64.0 80.0 100.0 88.8 100.0 30 36 42 48 50 52 54 56 102 80.0 100.0 - - 80.0 100.0 30 36 42 L8 50 - 52 54 56 102 100.0 100.0 100.0 80.0 100.0 - - 80.0 100.0 100.0 100.0 100.0 80.0 100.0 - - 50.0 100.0 100.0 100.0 100.0 80.0 100.0 - - 80.0 100.0 100.0 1100.0 100A - 76.8 96.0 100.0 100.0 100.0 - - - - 73.8 92.3 100.0 98.4 100.0 - - - - 71.1 88.9 100.0 92.9 100.0 - - - - 68.6 85.7 100.0 89.5 100.0 30 36 42 48 50 52 106 80.0 100.0 - - 80.0 100.0 30 38 42 48 50 52 tOD 100.0 100.0 100.0 80.0 100.0 - - 80.0 100.0 100.0 100.0 100.0 80.0 100.0 - - 80.0 100.0 100.0 100.0 100.0 80.0 100.0 - - 80.0 100.0 100.0 98.7 100.0 - - - - 76.8 96.0 100.0 94.7 100.0 - - - - 73.8 92.3 100.0 91.1 100.0 30 38 42 48 50 114 - - - - 80.0 100.0 30 36 42 48 50 114 100.0 100.0 100.0 - - - - 80.0 100.0 100.0 100.0 100.0 - - - - 80.0 100.0 1000 100.0 100.0 - - - - 80.0 100.0 100.0 93.5 100.0 - - - - 76.8 96.0 100.0 89.7 100.0 30 36 42 48 120 - - - - 80.0 100.0 30 36 42 48 120 100.0 100.0 100.0 - - - - 80.0 100.0 100.0 100.0 100.0 - - - - BOLO 100.0 100.0 100.0 100.0 - - - - 80.0 100.0 100.0 88.8 100.0 FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT ALL EXTERIOR +) LOADS TO +76.7 PSF FOR 2-13/16. SILL HEIGHTS SEE SHEET 5 FOR DETAILS REINF. ASTRAGAL ONLY IN CONFIGURATIONS THAT REQUIRE ASTRAGAL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 AVERAGE PANEL WIDTH a DOOR FRAME WIDTH NUMBER OF PANELS INSTRUCTIONS' USE CHARTS AS FOLLOWS. • • • • • •• • STEP t STEP 2 STEP CTFP 4 STEP 5 DETERMINE DESIGN WIND LOAD REOUIREMENS WEI • • ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE • USING APPLICABLE ASCE 7 STANDARD. DETERMINE DOOR CAPACITY FROM TABLE ON S 60i1• FOR TIE GLASS TYPE USED. • • •••• USING CHARTS ON SHEET 1 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOOD.SffiCsigp IN STEP 1 ABOVE. • • • THE LOWEST VALUE RESULTING FROM STEPS•2•ANI 3 SWILL APPLY TO ENTIRE SYSTEM. SEE SHEET 8 TO DETERMINE MIN. AND MAIL�GAP • DIMENSIONS FOR UNANCHORED JAMBS. • • • • • • THESE DOORS ARE RATED FOR LARGE & SMALL MISSI!IMPA&. SHUTTERS ARE NOT REQUIRED. m z o Ca • • g g G E4 •••• • •xoE g. •••• 0?'�e'1�1•B•A • • •0000,0 l• • Q 1• p2 E. p •• • • •••• Q m• $zTTQQ77 I•A• • 4 • • • • 4 • • • 4 • • • • SERIES 1100 (L.M.I.I ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY 0R 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SWILL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEAIJNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED ME/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON 131IS DOCUMENT. 8- THIS PRODUCT EVAUATION 00CUMENT WILL BE CONSIDERED INVALID IF ALTERED Bf ANY MEANS. C- SRE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECpE 11E ENGINEER OF RECORD (EAR) FOR THE PROJECT AND WH0 WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER SHALL sumo TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 0-THIS P.E.D. SHALL BEAR THE ME AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD TINT PREPARED R. FL #25959.1 1 a drawing no. 18-06F sheet 1 of 11 •• • • •• • •• • •• •• • • •• • •• • 1/4'. HEAT STREN'D GLASS .090" Mterlayer SentryPas By 'Kuroray America, Inc.' 1/4" HEAT STREN'D GLASS Tab 3 SIUCONE DOW CORNING 795 DOW CORNING 995 AT /4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' 9/16" OVERALL LAMINATED GLASS -1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS 090" Interlayer SentryGlaa 8y 'Kuroray America, Inc.' 1/4" HEAT STREN'D GLASS SPACER ALUMINUM (6063-75) i f ,gt 1=1E4 RR SILCONE IMO DOW CORNING 995 �• AT 1/4 POINTS ALL SIZES DOW CORNING 795 GLASS TYPE 'Al' 1-3/16" OVERALL INSUL LAM. GLASS 1/4" HEAT STREN'D GLASS .090" Interlayer Troeifol PVB By 'Kuraray America, Inc. 1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 795 DOW CORNING 995 AT /4 POINTS ON LTEES WIDER THAN 36" ONLY GLASS TYPE 'B' 9/16" OVERALL LAMINATED GLASS 1/4' TEMP. GLASS 3/8" AR SPACE 1/4" HEAT STREN'D GLASS 090" Interlayer Troeifol PVB By 'Kuraray America, Inc.' 1/4" HEAT STREN'D GLASS SPACER ALUMINUM (6063—T5) SIUCONE DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ALL SIZES GLASS TYPE 'BI' 1/4" HEAT STREN'D GLASS .090" Interlayer Saflez Clear Md Color Glass By 'Eastman Chemical Co.' 1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 795 DOW CORNING 995 AT /4 POINTS ON LITES WIDER THAN 36' ONLY GLASS TYPE 'C' 9/16" OVERALL LAMINATED GLASS 1/4' TEMP. GLASS 3/8" AR SPACE 1/4' HEAT STREN'D CLASS 090" Interlayer Safleu Clear Md Color Glace By 'Eastman Chemical Co.' 1/4" HEAT STREN'D GLASS 0 SPACER ALUMINUM (6063—T5) SIUCONE DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ALL SIZES GLASS TYPE 'CI' 1-3/16" OVERALL INSUL LAM. GLASS 1-3/16" OVERALL INSUL LAM. GLASS GLAZING OPTIONS Yu Z �! 0k q� ggv• • • • N • • • • • • • • li ,11 LL ••••y• • . o� •••• • • 6Cp • rge •••• • • • •• a • • • • • • • • ...• Q Z M� • • • • • • • • • • •• • FL #25959.1 %LI111 I III AL ''M�ltfnlL /OAf • • • • • • ••• • • • • Sealed: 1/26f2018 - • • • • U • •• • F. 0 c 0 c 1 1k• drawing no. 18-06F (sheet 2 of 11 •• • •• • • • • • • •• • •• • N 4' 3' MAX. HEAD CORNERS 4' 4' TYP. N HEAD ANCHORS TYPE A. B 0R C CLUSTER OF 6 OR 8 AT INTERLOCK/ASTRAGAL (SEE SHEET 1) -_ ti 2 • 288' DOOR FRAME WIDTH 7" Zd 0 h1. I; II i i; /i ;,'� EFE f1� IIT __J IL___ I II II I II II -TI li I. i,, O i O / L. 2 \ FALSE MUNTIN OPTIONAL 3' MAX. SILL CORNERS 42' D.L.O. 50 1/8' PANEL WIDTH 42' D.LO. 50 1/B' PANEL WIDTH 1 7 4' SILL ANCHOR TYPE 'D. CLUSTER OF 6 AT INTERLOCK/ASTRAGAL DAYLITE OPENINGS WIDTHS: PANEL WIDTH — 7.313' DAYUTE OPENING HEIGHT: PANEL HEIGHT — 8.0' PANEL HEIGHT = DOOR FRAME HEIGHT — 2.625' MAX. FRAME AREA OF S.G.D. SHALL NOT EXCEED FRAME AND PANEL AREA OF TESTED UNIT PER FBC REOUIREMENTS. TYPICAL ELEVATION TESTED UNIT 1SILL ANCHOR TYPE CLUSTER OF 4 HEAD ANCHORS TYPE A, B OR C CLUSTER OF 4 .LAMBS NOT ANCHORED SILL ANCHORS • • • • • ▪ . •• . •.•• • • • • • • •.•• • • • • • • • • • .• .• •• • • • • • • •• •. •..• . • • • • • • •• • •• . • • •• 1 FL #25959.1 ````1 11I IlI i No. 70602 �.. �.o -76NAL tomoo Sealed: 1/26/2018 CAMP-ANl\18 fi •.• • •.l • Ni i drawing no. 18-06F sheet 3 of 11) a a tXXX (SHOWN & REVERSE) $ oxx -o a .:. t XXX—O (SHOWN & REVERSE) o—xxx -o 4- 4- -O -e XXX—XXO (SHOWN & REwtSE) oxx—xxx xxx—xxx oxx—xxo APPROVED CONFIGURATION$ -ram _ =- ti= V s s NOTE: 1. CONFIGURATIONS SHOWN FOR ILUISTRATION PURPOSES ONLY. 2. FOR APPUCABLE DESIGN PRESSURES SEE INSTRUCTIONS IN SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 5 AND 6. • 4. DOOR CONFIGURATIONS SHOWN WITH STD. ASTRAGAL :)11LI • USE REINF. ASTRAGAL AS REDUIRI,3 SEE SHEET 1 FOR CAPACITY AND SIFT? 7 TOR DETAIL• • • • • ..•. a ... • . • 3••• • • •• •• • • • • • • •• • • • •• • 11X FL #25959.1 • • • • •. • • ••• • • •• • • •• `o11111111,,,,, N0. 70692 Sealed: 1 /26/2018 iti4u 1 •1 • f drawing no. 18-O6F sheet 4 of 11 • •• .• •• • • • . •• • • •• • •• • TYPICAL ANCHORS IN CLUSTERS SEE ELEV. FOR SPACING EDGE DIST. 1. CONCRETE 3 RSI MIN.' • EDGE DIST. w1 TYPICAL ANCHORS IN CLUSI KS SEE ELEV. FOR SPACING 1RY OR 2BY WOOD BUCK lAte POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC f'c = 5000 PSI MIN. NOT BY MR. GLASS MUST TRANSFER SHEAR LOADS TO STRUCTURE a TYPICAL ANCHORS IN CLUSTERS SEE ELEV. FOR SPACING EDGE DIST. Pd 0 HEAD ANCHOR CLUSTERS AT INTERLOCK AND ASTRAGAL LOCATIONS CAN BE INSTALLED IN LINE AT CENTER TRACK OR IN PAIRS AT EXTERIOR AND INTERIOR TRACKS SEE SHEET 3 FOR SPACING CONCRETE 3 KSI MIN. Ili! NI;III y! • MIN' EDGE DIST. II 111P7! t�':Vllu I! ILO 4 1/4' MIN. TYPICAL ANCHORS IN CLUSTERS SEE ELEV. FOR SPACING • • • • • •• • • • • •••• • • •• •• • • • • • • • •• • • • • • • • • • • •••• • • • WEEPHOLES: •••• • •• • Wi • 1/4' X 1-1/2' LONG WEEP HOLES AT•S•' FROM EACH END AND 7' O.C. W2 = 1/4' X 1-1/2' LONG WEEP HOLES (4) AT MOV. PANEL AT 7' O.C. FL #25959.1 Sealed: 1/26/2018 z F6 go,� tij 8 Or 0. A: oaf°-�. CC ezigt fair • • • • • Z 11100 III drawing no. 18-06F (sheet 5 of 11 • •• • • •• • • •• •• • •• • • TYPE 'C'- L� TYPICAL ANCHORS IN CLUSILKS SEE ELEV. FOR SPACING 1BY OR 2BY 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: SEE ELEV. FOR SPACING r - AT HEAD — — — — I TYPE 'A'- 5/16" X 9-3/4" ULTRACON BY 'ELCO' (Fu-177 KSI, Fy.155 KSI) 1 INTO WOOD STRUCTURES 1-7/8" MIN. PENETRATION INTO WOOD THRU 18Y OR 2BY BUCKS INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE "B'- 5/16' X 2-3/4" ULTRACON BY 'ELM' (Fe.177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED 5/.1r DNA. TEKS SELF DRIWNG SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy a 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — -AT SILL (TYPE 'D'- 1f1-1110 16'MACON BY 'ELCO' (Fu-177 KSI, Fyw155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED ANCHOR EDGE DISTANCES INTO CONCRETE AT HEAD/SILL 1-3/4" MIN. INTO WOOD STRUCTURE - 1-1/4' MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD SO - 0.55 MIN. CONCRETE AT HEAD. STU. f'c s 3000 PSI MIN. TYPICAL ANCHORS IN CLUSTERS SEE ELEV. FOR SPACING it F.B.C. APPWO MULLION 1 SEE SEPARATE APPROVAL 1 11 • TYPRAL ANCHORS IN CLIosficRS • SEE ELEV. FOR•S►AfCIMO • • • • • • • •• • • • • • • II 11 II II I, • ••• • • • • • • • HEAD ANCHOR CLUSTERS AT INTERLOCK AND ASTRAGAL NOSAfiIONS • CAN BE INSTALLED IN UNE AT CENTER TRACK OR IN PAIRS AT EXTERIOR AND INTERIOR TRACKS SEE SHEET 3 FOR SPACING • • •• •• • • • • • • •• • • •••• • • • • • • • • •• • •• • • • •• • 1 cn 8 U • • • ••j,• C1 N z ••b pl1^t• 8 ••€• Z •• ••ill CD I M c 0 31i~ �orJ'g N 0 mzm n u 1 drawing no. 18-06F sheet 6 of 11 •• •• • • • :• •• OG REINF. ASTRAGAL SEE SHEET 1 FOR CAPACITY '14 X 2-7/8' fH SOS AT 5' FROM ENDS AND 11' O.C. EXTERIOR FL #25959.1 Off,, ,ANAL Sealed: 1/26/2018 . • . ci . V• 8 • 2 *• 43a W2 2'tMi co 1 J n ozbn c2"W • 1 1 drawing no. 18-06F (sheet 7 of 111 SIUCONE DOW CORNING 790 DEPTH - 3/8" MIN. MAX. D00R FRAME WIDTH 010 X 1"fH SMS (2) PER CUP 04. 83 \ MIN. & MAX. GAP SEE CHART BELOW MAX. FRAME HEIGHT GAP MIN. MAX. 90" 1/4' 3/4' 108' 5/16" 3/4' 120' 3/9" 3/4" NOTE MAX. MOVEMENT CONSIDERED-100% STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE Cc WINDOWAU. MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE UNES. GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. • • • • • •. • • • • • • • • • • • • • •• •• • • • fraLV z off; gloat. . agiA • prSii. •••••• Cp 4t-: xpa • VII • •wa0 a. • • •• • • 0000 • • • • • • • • • • • • • • FL #25959.1 No. 70592 �c7� ROR701•,.� �� Sealed: 1/26/2018 •• • • • •• • 0 8 • • • • SLIDING MASS DOOR (LMJ) SERIES 1100 AL 1 • drawing no. 18—O6F sheet 8 of 11) i• .100 8.271 1.527 1.747 2.638 1-1.550-1 1.250 1_-- Et FRAME HEAD/SILL 125 412 -I 1.370 FRAME COVER -1 1.467 r_ .075 2.625 -I I-.500 JAMB COVER .110 4.000 L-2.250- PANEL RAIL/STILE 7.850 r2.197-^j 1.900 1.550 -1.750 -.090 4) FRAME JAMB p-1.605 -i .125 2.492 2.635 2.412 -I PANEL INTERLOCK 452 r �InI 1. 1.547 I I f .080 3.633 SILL RISER .173 CORNER KEY .560Z .940 1.746 ,$) LOCK RECIEVER INTERLOCK COVER 1.370 .412 TRACK .628 1.700 E12 -.I 1.135 GUTTER .657 Al r 2.000 -1 .750 2.750 ALIGNMENT CORNER jr655� .950 ,� .080 1.073 GLASS STOP (LAM. GLASS) r-,• 11,209 E1e FIXED PANEL CUP .080 () SILL COVER E10 REINF.ASTRAGAL E13 STD. ASTRAGAL • • . • • • • • •• • • • • ••.• • •••• • • • • •••• • • •• • • • • •• •• •••• • • • • • • • • • • • • •• • •• • • • •• • ``11111111f '', cs SOP• • FL #25959.1 ,,,,,1111„1 Sealed: 1 /26/2016 U • • • • 1• • •11• • DING GLASS DOOR (LM.I.) a 1n • • ••• t�y e Z •••(•e• 8 z E • • ••f. e• 4g • N 1 drawing no. 18-06F (sheet 9 of 1 1) ITEM # PART g QUANTITY DESCRIPTION MATERIAL MANP./SUPPLER/REMARKS El E-1101 2 FRAME HEAD/SILL 6063-T6 - E2 E-1008 AS READ. FRAME COVER 6063-T5 - E3 - AS REOD. JAMB COVER 6063-T5 - E4 E-1102 2 FRAME JAMB 6063-76 - E5 E-9006 AS REOD. SILL COVER 6063-75 - E6 E-1010 AS REOD. PANEL RAIL/STILE 6005-TS - E7 E-1011 AS REOD. PANEL INTERLOCK 6005-75 - E8 E-1018 AS READ. INTERLOCK COVER 6063-75 - ED E-1007 1/ NOV. PANEL TRACK 6063-75 - E10 E-1013 AS RE00. REWF. ASTRAGAL 8005-75 - E11 E-9001 4/ PANEL GLASS STOP (LAM. GLASS) 6063-76 - E12 E-1016 AS READ. GUTTER 6063-75 - E13 E-1012 AS READ. STD. ASTRAGAL 6005-75 - E14 E-1014 AS READ. 3-5/8" SILL RISER 6063-T8 - E16 E-1021 3/ PANEL FILED PANEL CUP, AT 17" FROM ENDS & 40" 0.C. 6063-75 EACH FASTENED WITH (2) 110 X 1" FH SMS G1 W71325NK AS REOD. TRI FIN PILE W STRPPING - ULTRAFAB G2 - AS REQD. COMPRESSION GASKET EPDM DUROMETER 70t5 SHORE A G3 G10-03 AS READ. OFFSET GLAZING GASKET SANTOPRENE DUROMETER 70i5 SHORE A G4 G10-04 AS RECO. WEDGE GASKET EPOM DUROMETER 70*5 SHORE A 05 G10-06 AS RECO. AIR SELL GASKET SANTOPRENE ULTRAFAB G6 010-08 AS RE00. INTERLOCK GASKET POLYPROPYLENE ULTRAFAB GB - - 1/4' IRK. FOAM PAD POLYETHYLENE - G9 G10-09 - AIR SEAL BRIDGE AT INTERLOCK POLYAM*DE - G10 - - AM SEAL BRIDGE AT MTG. STILE POLYAIIIDE - G11 - AS READ. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A Al A10-01 - ALIGNMENT CORNER 6063-T5 - A3 E-9005 - CORNER KEY 6063-76 - L1 L10-01 - 2 POINT MORTISE LOCK h HANDLE - INTERLOCK L2 PS01-7102 - 2 POINT MORTISE LOCK & HANDLE - INTERLOCK L3 PS01-1005 - ADJUSTABLE STRIKER - INTERLOCK L.5 E-1017 - LOCK RELIEVER 6063-75 - 141 M10-10A 2 PANEL ROLLER ASSEMBLY AT 9" FROM ENDS ST. STEEL/ACETAL FASTENED WITH (2) 12-24 X 3/4' PH MS MB M10-08 A5 REOD. PANEL GUIDES NYLON - M7 M10-07 AS RE00. PANEL GUIDES NYLON - 51 #12 X 1 1/2' 4/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SDS S2 10-24 X 1/2" AS READ. INTERLOCK FASTENERS, AT 6" FROM ENDS AND 12" 0.C. ST. STEEL PH TC MS S3 ,8-18 X 1/2' AS REOD. LOCK RECIEVER FASTENERS AI51 304 PHIUP PH SMS S4 110 X 1/2' AS REOD. PANEL ASSEMBLY FASTENERS ST. STEEL FH SMS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. LOCKS: SURFACE MOUNT IAETALUC THREE PLY DUAL HOOK LOCK AT 38-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 10-24 X 1/2" FH TC MS SURFACE MOUNT METALLIC HANDLE AT 38-1/2" FROM BOTTOM • • FASTENED TO LOCK 5111E WITH (2) 8-32 X 2-5/8" FH MS • • • SURFACE MOUNT METALLIC KEEPER FACING LOCK 4‘74 18 1:2" FROM 8 a, FASTENED WITH (1) 114 X 2-7/8" FH SDS AND • (1) 12-24 X 1/2" PH MS • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • FL #25959.1 • •• • • • • • • • • • •• • • • •• • Tj3111111711 No. 70502 • Al. T�1r1II IAA% Sealed: 1/26/2018 Z RP g�� .1...E gp • 8iji 1q� 61 s•• • • • • • • • ••! • U ••✓•• o • n • • V .11 ye) •♦ w • 8 m 4 O�1'10 L}}`g Z lil c J *3 0 �za0�r 8 drawing no. 18-06F (sheet 10 of 11 • • • • • • •• ••• •••• • •••• •••• • • •••• • • • • •• •• • • • • • • • • • • •• • FRAME TOP/BOTTOM CORNER • •• • • •••• • • •c • •• • • • • • • I III I III 0 I a 8 .•• .• • 1••• • •••• • • • .• o• U n • 8 •• • r3 • ) • La • NW cn K ( M M co o z� W � coN zp drawing no. 18-06F sheet 11 of 1 1.) FLORIDA D[FARTN.ttir OF Business & Professional Regulation dbdj r BCIS Home Log In I User Registration Hot Topics I Submit Surcharge j Stets & Facts Publications Product Approval USER: Public User Product Aooroval Menu > Product or Pool cation Search > 401 cation List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL19092-R2 Revision 2017 Validated Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris ulises@mrglasswindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Exterior Doors Sliding Exterior Door Assemblies BCIS Site Map Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed ]avad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. ❑ Validation Checklist - Hardcopy Received Certificate of Independence FL19092 R2 COI SS-MG-1000 Alum SGD (LMI-SMI)-CI 2017.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ear TAS 201 1994 TAS 202 1994 TAS t&"3 • • • • • • • • • • 1994 • • • • • • • • • •• ••• •• • • • •• • ••• •• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 411410 • • • 000 • • Product Approval Method Date Submitted Date Validated Summary of Products Method 1 Option D 02/06/2018 02/06/2018 FL # Model, Number or Name Description 19092.1 MG-1000 Aluminum Sliding Glass Door Large missile impact resistant aluminum sliding glass door. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +120/-140 Other: See installation drawing W15-83 for span vs load combinations and installation details. Installation Instructions FL19092 R2 1I SS-MG-1000 Alum SGD (LMI)-2017 DWG W15-83.odf Verified By: Javad Ahmad 70592 Created by Independent Third Party: Yes Evaluation Reports FL19092 R2 AE SS-MG-1000 Alum SGD (LMI)-PAE 2017.odf Created by Independent Third Party: Yes 19092.2 MG-1000 Aluminum Sliding Glass Door Small missile impact resistant aluminum sliding glass door. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +120/-140 Other: See installation drawing W15-103 for span vs load combinations and installation details. Installation Instructions FL19092 R2 II SS-MG-1000 Alum SGD (SMI)-2017 DWG W15-103.odf Verified By: Javad Ahmad PE #70592 Created by Independent Third Party: Yes Evaluation Reports FL19092 R2 AE SS-MG-1000 Alum SGD (SMI)-PAE 2017. odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovricht 2007-2013 State of Florida :: privacy Statement :: Accessibility Statement :: Refund 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 mall 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 emaiis 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 hem. Product Approval Accepts: Credit Card Safe sccurit V.ME1Rlcs' • •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• • ••• •• ••• • ••• •• • • • • •• • • • • • ••• •• ••• •• • • •• • • • • • • •• • • • • •• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • DESIGN LOAD CAPACITY - PSF AVERAGE PANEL WIO1H DOOR fIWIE OR FR ritINCHES INCHES JAMBS W/0 ANCHORS JAMBS WITH ANCHORS STD. ASTRAGAL STD. ASTRAGAL REINF. ASTRAGAL GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'B1' 'C' & 'Cl' GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'B1' 'C' & 'Cl' GLASS TYPES 'A' & 'Al' EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 82 7/8 100.0 100.0 ®" 80.0 100.0 100.0 80.0 80.0 120.0 140.0 • 54 60 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 88.9 88.9 71.1 71.1 88.9 88.9 80.0 80.0 106.7 124.4 80.0 80.0 - - 80.0 80.0 - - 96.0 112.0 30 36 42 48 54 60 84 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 88.9 88.9 71.1 71.1 88.9 88.9 80.0 80.0 106.7 124.4 80.0 80.0 - - 80.0 80.0 - - 96.0 112.0 30 36 42 48 54 60 90 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 88.9 88.9 - - 88.9 88.9 - - 106.7 124.4 - - - - - - - - 96.0 112.0 30 36 42 48 54 60 96 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 . 140.0 88.9 88.9 - - 88.9 88.9 - - 106.7 124.4 - - - - - - - - 96.0 112.0 30 36 42 48 50 52 54 56 102 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 - - - - - - - - 115.2 134.4 - - - - - - - - 110.8 129.2 - - - - - - - - 106.7 124.4 - - - - - - - - 102.9 120.0 30 36 42 48 50 52 108 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 - - - - - - - - 115.2 134.4 - - - - - - - - 110.8 129.2 30 36 42 48 50 114 - - - - - - - - 120.0 140.0 - - - - - - - - 120.0 140.0 - - - - - - - - 120.0 140.0 - - - - - - - - 120.0 140.0 - - - - - - - - 115.2 134.4 30 36 42 48 120 - - - - - - - - 120.0 140.0 - - - - - - - - 120.0 140.0 - - - - - _ - - 120.0 140.0 - - - - - - - - 120.0 140.0 EXTERIOR(+) LOADS SHOWN IN CHART ABOVE ARE FOR ALL DOOR CONFIGURATIONS EXCEPT TWO PANEL (XX) DOORS SEE SHEET 6 FOR TWO PANEL (XX) DOOR LIMITATIONS. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 AVERAGE PANEL WIDTH - DOOR FRAME WIDTH NUMBER OF PANELS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. DETERMINE DOOR CAPACITY FROM TABLE 0*b SHEET 4 FOR THE GLASS TYPE USED. • • • STEP 3 USING CHARTS ON SHEET 4 SELECT HEAD AFItAR OFIION WITH DESIGN RATING MORE THAN DESIGN Lin jPfl D IN STEP 1 ABOVE. • THE LOWEST VALUE RESULTING FROM STEPS t• RI+! :• SHALL APPLY TO ENTIRE SYSTEM. FOR DOORS WITH UNANCHORED JAMBS, USMG SHEET • DETERMINE MIN. AND MAX. GAP DIMENSIONS. • • • • STEP 4 STEP 5 • • THESE DOORS ARE RATED FOR LARGE & SMALL M1611ILE •MPACT. SHUTTERS ARE NOT REQUIRED. SERIES MG-1000 (L.M.I.) ALUMINUM SLIDING GLASS DOOR • • • • • • • • • • • 1 • • • • • • • • • •• • • I • • • • • • • • • • • • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO LtSIJPLY•NITH THE • • • REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE • • • INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. D- THIS P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF 'THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED TT.+ FL #19092 o: 13 c0 00 ALUM SLIDING i c 0 n v 9 0 9 9 a 0 43 42. 2 2 drawing no. W15-83 (sheet 1 of 12) • • •• • •• • • • ti 1/4" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuroray America, Inc.' 1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 795 DOW CORNING 995 AT /4 POINTS ON LRES WIDER THAN 36' ONLY GLASS TYPE 'A' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. CLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS 090" Interlayer SentryGies By 'Kuroray America, Inc.' 1/4" HEAT STREN'D GLASS SPACER ALUMINUM (6063—T5) 4� SILICONE ��t DOW CORNING 795 DOW CORNING 995 (rIIi AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 1-3/16" OVERALL INSUL. LAM. GLASS 8 8 1/4" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'Kum -ay Americo, Inc.' 1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 795 DOW CORNING 995 AT /4 POINTS ON LITES WIDER THAN 36" ONLY ( GLASS TYPE 'B' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'Kuroray America, Inc. 1/4" HEAT STREN'D GLASS SPACER ALUMINUM (6063—T5) SILICONE DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ALL SIZES GLASS TYPE 'BI' 1-3/16" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS 1/4" HEAT STREN'D GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/4" HEAT STREN'D GLASS lig. �i AT /4 POINTS ON LRES WIDER THAN 36" ONLY SILICONE DOW CORNING 795 DOW CORNING 995 GLASS TYPE 'C' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS .090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 1/4" HEAT STREN'D GLASS SPACER ALUMINUM (6063—T5) SILICONE DOW CORNING 795 DOW CORNING 995 GLASS TYPE 'CI' 1-3/16" OVERALL INSUL. LAM. GLASS roIV N z g r J i W O A U lWY • • • 064 �% pi ei • • • •• p a t� •• • •••••• O'arc� 8 ••• •••• °o�D� "'. L• • y Q •••• • • t;z$I°4 • • • • • • • • :ill m 1. • • • •• e • • • • r •• •• •••• - (.5 •• •I• • m• o I. • •• • • • 08 ••:••• 0 Z • • o • • • • • •• • a • • •• •• • •• • • •cn @St •• • z wa) ONMm 0 M a � I J � Z� • J — D N W J .Ili ill 110' RIDR•`�\�� Sealed: 2/5/2018 c 0 1 0 0 c 0 0 0 c drawing no. W15-83 (sheet 2 of 12) CLUSTER OF 3" MAX 4 ANCHORS AT UNANCHORED % CORN HEAD JAMBS 3' MAX. HEAD CORNERS N SILL ANCHORS CLUSTER OF AT UNANCHORED ' JAMBS JAMB OPTION W/O ANCHORS (108" MAX. DOOR HEIGHT) (MAX. DESIGN LOADS - ±100.0 PSF) r HEAD ANCHORS CLUSTER OF 6, 80R 10 AT INTERLOCK/ASTRAGAL (SEE SHEET 4) / 192" DOOR FRAME WIDTH DOOR FRAME HEIGHH 117 3/8' 1 I I I. I I I t 1 �t I r1 t I, =yr� I 11 LI //• //, '// // . PANEL HEIGHT 109 3/8' — J — — — _ 11 //, I i '// - 1l // 1I 1l II ====e I 11 II _ JI = C 'I 11 1 11 L �I I 11 II____ 1 I I 11 ;I .1 _ C = YI _ 11 II II q II II 1 f 1 II 1 11 • D //. '// C // O '1./ // / 4 W�I f 1 FALSE MUNTIN OPTIONAL DAYLITE OPENINGS WIDTHS: PANEL WIDTH - 7.313" 42 1/8' D.L.O. 49 7/16" 42 1/8" PANEL WIDTH D.L.O. 49 7/16" PANEL WIDTH 1 SILL ANCHORS CLUSTER OF 6 AT INTERLOCK/ASTRAGAL DAYLITE OPENING HEIGHT: PANEL HEIGHT — 8.0" PANEL HEIGHT = DOOR FRAME HEIGHT — 2.625" MAX. FRAME AREA OF S.G.D. SHALL NOT EXCEED FRAME AND PANEL AREA OF TESTED UNIT PER FBC REQUIREMENTS. TYPICAL ELEVATION TESTED UNIT to4"u m In ZZ i n Z- Z M N Q W 2N a. CC"' N y • • ceant - • • • 0 .-I • ; • • ::1::. •• • ▪ •• 4IL i ap bbW71.G.••1• • • • : • • • Q W 01 F I._IL 1 •• • • ••1 •••9• • • 'if. • • .J.. y - • • • 3 • • • •• Q o ••N••• • : a Z • • HEAD ANCHORS • • • • • Z K 01 M m O ,4. M m 0 07 1 to o z 8 O U b J v N W J .a]m w io JAMB ANCHORS SILL ANCHORS 3" MAX. SILL CORNER FL #19092 0 0 0 0 0 c drawing no. W15-83 sheet 3 0112 HEAD ANCHOR LOAD CAPACITY - PSF �y pi • • • — • _ • COMP—ANL\W15-83MG) SHIM SPACE 1/2" MAX. SHIM 3/8" MAX. SHIN 1/4" MAX. SHIM11. ANCHOR 1TPE ANCHOR TYPES 'A', 'B' & 'C' ANCHOR TYPE 'A' ANCHORS 'B' & 'C' ANCHOR TYPE 'A' ANCHORS 'B' & 'C' AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MUUNI,FOOR )A 33213 (C.A.N. 3538) YIL (34) 264100 � FAX. (305) 262-6978 DOOR f9M(E 6 ANCHORS AT MTG. STILE ENDS 6 ANCHORS AT MTG. ST11B INDS 10 ANCHORS AT MTG. STILE ENDS 6 ANCHORS AT MTG. STHB ENDS 8 ANCHORS AT R7O. STILE ENDS 8 ANCHORS AT RTC. STILE RIDS 8 ANCHORS AT MTG. STILE ENDS 6 ANCHORS AT MTG. STUB ENDS 8 ANCHORS AT MTG. STILE ENDS 6 ANCHORS AT MTG. STILE ENDS PANEL KITH INCIES HEIGHT NCHES EXT. (+) INr. (-) ECT. (+) Kr. (-) EXT. (+) inn-. (-) 18(T. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) TINT. (-) EXT. (+) INr. (-) EX1. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • • 1.= 140.0 140.0 140.0 140.0 140.0 140.0 140.0 ®" 140.0 140.0 48 128.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • • • 54 114.3 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 • • • • • • • • 4 60 102.9 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 • • • • 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • • 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 84 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • • • • • • 48 126.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • • • • • • • 54 112.8 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 • •• • • • ID 60 101.5 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 • • • • MG-1000 ALUM SLIDING GLASS DOOR (LM.I.), MR. GLASS DOORS & WINDOWS INC. 8120 N.W. 84 STREET• • • • • MEDLEY, FL. 33166 • • • TEL (305) 470-8284 FAX. :305) :70;8 24 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • • • • • • • • 38 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • 42 135.3 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • • • • • 48 90 118.4 140.0 140.0 136.8 140.0 140.0 140.0 136.8 140.0 140.0 54 105.2 124.4 124.4 121.6 124.4 124.4 124.4 121.6 124.4 124.4 • • • 60 94.7 112.0 112.0 109.4 112.0 112.0 112.0 109.4 112.0 112.0 • • • •• • •• • 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • • •• • 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 96 126.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48 111.0 140.0 140.0 128.3 140.0 139.4 140.0 128.3 140.0 140.0 54 98.7 124.4 124.4 114.0 124.4 123.9 124.4 114.0 124.4 124.4 60 88.8 112.0 112.0 102.6 112.0 111.5 112.0 102.6 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 139.3 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 119.4 140.0 140.0 137.9 140.0 140.0 140.0 137.9 140.0 140.0 48 104.5 139.3 140.0 120.7 140.0 131.2 140.0 120.7 140.0 140.0 )(revisions: ) I nol dote I by I descnotion 50 102 100.3 133.7 134.4 115.9 134.4 125.9 134.4 115.9 134.4 134.4 52 96.4 128.6 129.2 111.4 129.2 121.1 129.2 111.4 129.2 129.2 54 92.9 123.8 124.4 107.3 124.4 116.6 124.4 107.3 124.4 124.4 56 89.5 119.4 120.0 103.5 120.0 112.4 120.0 103.5 120.0 120.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 131.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 108 112.8 140.0 140.0 130.3 140.0 140.0 140.0 130.3 140.0 140.0 48 98.7 131.6 140.0 114.0 140.0 123.9 140.0 114.0 140.0 140.0 50 94.7 126.3 134.4 109.4 134.4 118.9 134.4 109.4 134.4 134.4 52 91.1 121.4 129.2 105.2 129.2 114.3 129.2 105.2 129.2 129.2 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 124.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 114 106.8 140.0 140.0 123.4 140.0 134.1 140.0 123.4 140.0 140.0 ,--, ml ,-, 4 p v ,--. >; .� ,--, 2. c `li 48 93.5 124.6 140.0 108.0 140.0 117.3 140.0 108.0 140.0 140.0 `0%1111111Tff7 JPp A�i7� 50 89.7 119.E 134.4 103.7 134.4 112.7 134.4 103.7 134.4 134.4 t.. VGEN$8 '' 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 118.4 140.0 140.0 136.8 140.0 140.0 140.0 136.8 140.0 140.0 _ 0.70592 42 120 101.5 135.3 140.0 117.3 140.0 127.4 140.0 117.3 140.0 140.0 - • * C 48 88.8 118.4 140.0 102.6 136.8 111.5 140.0 102.6 136.8 140.0 '/ • '; c drawing no. W 15-83 ® - • . ..• •. o•�:' Is FL # 19092 '777SioNAl.tS0% (sheet 4 of 12 Sealed: 2/5/2018 XO (SHOWN) ox a XOX (SHOWN) XXO (SHOWN) OXO (SHOWN) b OXXO(SHOWN APPROVED CONFIGURATION (L XX (SHOWN) • • • • • •• • • • • • • NOTE: • • • • • 1. CONFIGURATIONS SHOWN FOR ILL11914d10N• PURPOSES ON[Y. 2. FOR APPLICABLE DESIGN PRESSURF•S•V‘ INSTRUCTIONS IN • SHEET 1. • • 3. FOR ANCHOR DETAILS SEE SHEETS •641-1AU 9. • —AG SL • • •• •• • • • • • • • • • • •• • • •• • • •••• • • •• • • •• FL #19092 Sealed: 2/5/2018 0. v •• • ••• • • • • • / • • i• •••a• m S�1 0 3 n p ••ir• z • g •• art K 30 8v"m aim co N • W 5-h 0 p c. 0 O 0 0 2 0 .0 • 0 0 v drawing no. W15-83 sheet 5 of 12) • • •• • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACIN EpGE .DIST 4" MIN. STAGGERED B 1BY OR 2aY WOOD BUCK EXTERIOR W1 S1 CD 0 ¶_"_ ' - ij l m PANEL HEIGHT . CONCRETE. 3 KSI :8114: EDGE DIST. POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC -Fc = 5000 PSI MIN. NOT BY MR. GLASS MUST TRANSFER SHEAR LOADS TO STRUCTURE W2 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING N N TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING EDGE DIST. 4' MIN. a 0 o 1 41 STAGGERED DIAGONAL•" •a " CONCRETE 3 KSI MIN. It J a. CONCRETE 3 KSI :8111. 4" MIN' STAGGERED EDGE DIST. DIAGONAL TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING • • • • • • • •• • •••• • • •••• • • •••• • • WEEPHOLES: • • •••• • W1 = 1/4" X 1-1/2" LONG WEEP HOLES AT 5 1i2" FROM EACH END AND 16".C% • •• • • W2 = 1/4" X 1-1/2" LONG WErF; H8L•S (1) AT FIX. PANEL • • • (3) AT MOV. PANEL • • • • • • • •• • FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED AT TWO PANEL (XX) DOORS ONLY WITHOUT SILL RISER UMIT MAX. EXT.(+) LOADS TO 70.0 PSF FOR 3-5/8" SILL RISER LIMIT MAX. EXT.(+) LOADS TO 80.0 PSF FOR 4-5/8" SILL RISER MAX. EXT.(+) LOADS = 120.0 PSF 1 1 [1 1 1 11 LJ FL #19092 OF �V N Z F,31 li Mod • a Orep • Oac< • a... • •.i7A , • • • •••• 3 • • •• • • •• 'i. Sealed: 2/5/2018 0 In U3 p pn 3- d awing no. W15-83 (sheet 6 of 12 i• •• • •• • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1BY OR 2BY 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: SEE ELEV. FOR SPACING TYPE 'A'- 5/16" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) DIRECTLY INTO CONC. OR BLOCKS 2" MIN. EMBED INTO CONCRETE (JAMBS) 2" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) TYPE 'B'- 5/16" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED (HEAD/SILL) TYPE 'C'- 5/16" DIA. TEKS OR SELF DRILLING SCREW (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCF INTO CONCRETE AT HEAD/SILL = 2-3/16" MIN. INTO CONCRETE AND BLOCKS AT JAMBS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'o = 3000 PSI MIN. C-90 -HOLLOW/F1LLED BLOCK AT JAMBS f'm - 2000 PSI MIN. W w ' m uw = s WN \0 N TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING rr F.B.C. APPR'D MULUON SEE SEPARATE APPROVAL _ •TYPICAL ANCHORS I4 PAIRS • • S F• EIEV. • • •FQR SPACING • FL #19092 114"u] 0) R , • •• i`�� • • • • f� •• •• •••• J • • • • • • • • • • • •• • • •• • • • •• • 11111111111 I,// P•'�V,CEN�'• Sealed: 2/5/2018 0 N c0 z 0 cn 0 0 0 n • 0 2 0 0 v 2 drawing no. W15-83 sheet 7 of 12 TYPICAL ANCHORS SEE ELEV.— FOR SPACING 1/2" MAX. LOAD BEARING SHIMS 1/4" MIN 3/4" MAX. GAP SEE NOTE BELOW OANCHORED JAMB FIX. PANEL WIDTH 1BY OR 2BY WOOD BUCKS E1 UNANCHORED JAMB SIUCONE DOW CORNING 790 DEPTH - 3/8" MIN. NOTE: MAX. MOVEMENT CONSIDERED-100X STRETCH. PI FASF REFER TO SEALANT MANUFACTURER'S DATA AND APPUCATION MANUAL FOR COMPATABIUTY OF SEALANT TO SUBSTRATE & WINDOWALL MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 15X OF GAP ALLOWED MOVEMENT. STD. ASTRAGAL #14 X 2-7/8" FH SDS AT 5" FROM ENDS AND 11" 0.C. D.L. OPG. MAX. DOOR FRAME WIDTH REINF. ASTRAGAL 114 X 2-7/8" FH SDS AT 5" FROM ENDS AND 11" O.C. —n • (I II7 _. .. 1.fi 11 EXTERIOR • • • s • • . •. . •••• • •••. ••.• • • •••• • • • •• •• • • • • • • • • • • •• • • • ••C. • • • • • • • • •• • •• .........• FL #19092 '%YSifoNAL '�•`s Y�+nn11111` Sealed: 2/5/2018 ci ••%••• z m • • 1' • 8 • 0 • ••;••• • w81 K fO ONMa~o O C o V1 3 -J 6o 2 co 2 J 0 9 y O c drawing no. W15-83 sheet 8 of 12 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX LOAD BEARING SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SHIMS MAX. DOOR FRAME WIDTH DRILL NO 7 AND TAP FOR 1/4"-20 SET SCREW 1/4"-20 x 3/4" AT 4" FROM TOP & BOTTOM AND (2) AT MIDSPAN AT 6" O.C. VERTICAL SLOT 0.257"0 x 1/2" LONG CENTERED WITH THE SET SCREWS. MAX. DOOR FRAME WIDTH EXT. MAX. DOOR FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/2" MAX. LOAD BEARING SHIMS 1/2" MAX. LOAD BEARING SHIMS FL #19092 • TYPICAL ANCHORS SEE ELEV. FOR SPAING • • • • • • • • • • •• • r0F _. r i • I • • Q'Ct • � V��.�i c '••••'o �o9 retlg W=w • ►j(g 6 • •• • • • • • • • • • • • • • 4 • •• 4 • • • • ••.,• ............. Sealed: 2/5/2018 . • • • • • • • • • • • • • • • • ��•�� } • cc O cn tra "6- drawing no. W15-83 (sheet 9 of 12 •• • • • ••• • 2.625 FRAME HEAD/SILL FRAME COVER E3 1.467 L500 JAMB COVER E4 2.287 .720-1 1-- FRAME JAMB .110 4.- 2.250 E6 PANEL RAIL/STILE E7 PANEL INTERLOCK -.055 .241 �I.840 h- E9 INTERLOCK COVER E9 1 � 1.370 .412 .628 4.000 TRACK .452- r-- F I p 1.000 1.547 b d I .080 3.633 SILL RISER (OPTIONAL) .4521 jam- 2.000 2.547 iI 4.633 0 SILL RISER (OPTIONAL) CORNER KEY .750 ALIGNMENT CORNER ST. STEEL 075 .. .. 7 II� .060 E5 THRESHOLD/JAMB CAP 1.750 .125 6.450 1.300 2.750 1.850 REINF. ASTRAGAL .657 1.700 1.135 -I .855 .950 -.060 1.073 GLASS STOP (LAM. GLASS) .230- r- 1--� .950I 1.073 .633 �i d GLASS STOP (INSUL. LAM. GLASS) STD. ASTRAGAL • • • • • •• • • • • • • •.•• ••.• • •••• • • • • • •. • • •.•• • • •• •• • • • • • • • • • • • .• • • • •• 1 • • •• J ct 1b 0 Q O 0 c a 4 drawing no. W15-83 sheet 10 of 12 Sealed: 2/5/2018 • • • •• • •• • •• • •• • •• • •• • ITEM / PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 1000-E-1001 2 FRAME HEAD/SILL 6005-T5 - E2 - AS READ. FRAME COVER 6063-T5 - E3 - AS REQD. JAMB COVER 6063-T5 - E4 1000-E-1002 2 FRAME JAMB 6063-T6 - E5 1000-E-1005 AS REQD. THRESHOLD/JAMB CAP 6063-75 - E6 1000-E-1010 AS READ. PANEL RAIL/STILE 6005-75 - E7 1000-E-1011 AS REQD. PANEL INTERLOCK 6005-T5 - E8 1000-E-1018 AS REQD. INTERLOCK COVER 8063-75 - E9 1000-E-1007 1/ MOV. PANEL TRACK 6005-75 - E10 1000-E-1013 AS REQD. REINF. ASTRAGAL 6005-75 - El1 1000-E-9001 4/ PANEL GLASS STOP (LAM. GLASS) 6063-T6 - E12 1000-E-9002 4/ PANEL GLASS STOP (INSUL. LAM. GLASS) 6063-T6 - E13 1000-E-1012 AS REQD. STD. ASTRAGAL 6005-T5 - E14 MGR-1014 AS REQD. 3-5/8" SILL RISER 6063-T6 OPTIONAL El MGR-1019 AS REQD. 4-5/8" SILL RISER 6063-76 OPTIONAL G1 W71325NK AS REQD. TRI FIN PILE W STRIPPING - ULTRAFAS G2 - AS REQD. COMPRESSION GASKET EPDM DUROMETER 70*5 SHORE A G3 - AS REOD. OFFSET GLAZING GASKET SANTOPRENE DUROMETER 70±5 SHORE A G4 - AS REOD. WEDGE GASKET EPDM DUROMETER 70±5 SHORE A G5 E516 AS REOD. AIR SEAL GASKET SANTOPRENE ULTRAFAB G6 E238 AS REQD. INTERLOCK GASKET POLYPROPYLENE ULTRAFAB G8 - - 1/4' THK. FOAM PAD POLYETHYLENE - G9 - - AIR SEAL BRIDGE AT INTERLOCK POLYAMIDE - G10 - - AIR SEAL BRIDGE AT MTG. STILE POLYAMIDE - G11 - AS REQD. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A Al - - ALIGNMENT CORNER ST. STEEL - A3 - - CORNER KEY 6063-T6 - L1 PS01-7002 - 2 POINT MORTISE LOCK & HANDLE - INTERLOCK L2 PS01-7102 - 2 POINT MORTISE LOCK & HANDLE - INTERLOCK L3 PS01-1005 - ADJUSTABLE STRIKER - INTERLOCK L5 - - LOCK RECIEVER 6063-T5 - M1 - 2 PANEL ROLLER ASSEMBLY AT 9" FROM ENDS ST. STEEL/ACETAL FASTENED WITH (2) 12-24 X 3/4" PH MS M6 - AS REQD. PANEL GUIDES NYLON - M7 - AS REQD. PANEL GUIDES NYLON - SI 112 X 1 1/2' 4/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SDS S2 10-24 X 1/2" AS REOD. INTERLOCK FASTENERS, AT 6' FROM ENDS AND 12" O.C. ST. STEEL PH TC MS S3 A8-18 X 1/2' AS REQD. LOCK RECIEVER FASTENERS A1SI 304 PHIUP PH SMS S4 1/4-20 X 1/2" AS REQD. PANEL ASSEMBLY FASTENERS ST. STEEL FH SMS SEALANT: 113 4.19 m I ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 11 WHITE/ALUMINUM COLORED SILICONE. Z n H g 3.1 a LOCKS: i SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK H ` ro U AT 38-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH • (2) 10-24 X 1/2" FH TC MS G a SURFACE MOUNT METALLIC HANDLE AT 38-1/2" FROM B1TOM • • • • j N n ' • FASTENED TO LOCK STILE WITH • • • • • • • v O W `4• (2) 8-32 X 2-5/8" FH MS••••Oill • • • •SURFACE MOUNT METALUC KEEPER FACING LOCK AT 38 i't¶tlf3OTTOMN•FASTENED WITH• 0(1) #14 X 2-7/8" FH SDS AND•f?:AAA•(1) 12-24 X 1/2' PH MS •••• ••�LL •••• • .J Z�Q yJy�� • • • �Q WOLF )••••• -111 U m • • • N m • • Y 30 •• •• FL #19092 • • • • • • • • • • •• • • • • • • • • • • Sealed: 2/5/2018 •• • • •• O O � • Z••• �P $)L (9 N 0 drawing no. W15-83 (sheet 11 of 12 FRAME TOP/BOTTOM CORNER PANEL TOP/BOTTOM CORNER drawing no. W15-83 RiDA OYPARTMVN OF Business & Professional Regulation dFoidapr OFFICE OF THE ',SECRETARY BCIS Home Log In I User Registration I Hot Topics j Submit Surcharge ( Stets & Facts I Publication Product Approval USER: Public User product Aporoval Meng > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL4904-R8 Contact Us I BCIS Site Map j Links Search Revision 2017 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• Method 1 Option A 01.5/ 1 • •• • • •• • • • • • • • 2• • • • • • 2120/207 • • • • • • • • • • •• • • •• • • •• • • • • • • 01/02/2018 • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • ••• • • Summary of Products FL # Model Number or Name Description 4904.1 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Single Door Units Certification Agency Certificate Limits of Use Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FL0128.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0" x 6'-8" max FL4904 R8 AE 514010A.odf nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required. See DWG-MA-FL0128-05 for details. 4904.2 , Wood -edge Steel Side -Hinged Door Units 8'-0" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA-FL0129-05 for details. Certification Agency Certificate FL4904 R8 C CAC NI006110.02.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0129.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE•514009A.odf Created by Independent Third Party: Yes 4904.3 Wood -edge Steel Side -Hinged Door Units 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-55.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FL0128-05. Certification Agency Certificate FL4904 R8 C CAC NI006110.01.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0128.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514008A.odf Created by Independent Third Party: Yes 4904.4 Wood -edge Steel Side -Hinged Door Units 8'-0" Opaque I/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FL0129-05. • • Certification Agency Certificate FL4904 R8 C CAC NI006110.02.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0129.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514007A.odf Created by Independent Third Party: Yes 000 • • • • • • • 4904.5 Wood -edge Steel Side -Hinged Doi Units • • • • 8'-1" goalie p iwrdry/o %elites ••• of. • • • •• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes • • Impact Resistant: Yes • • Design Pressure: +50.0/-45.0 • • • Other: Evaluated for use in locations adhering to theflofida Building Code including the High Velocity Hurricane Zont, and where pressure requirements as determined by ASCE 7, Certification Agency Certificate FL4904 R8 C CAC NI006110.02.odf Quality Assurance ConMsr�ctEpiration Date 12/31t2Q20 • Instal tian Instruct • ions. 4FL49001. R8 II • fL0129? p • • Verified By: Na'cional Accreditation & Management Institute Created by Independent Third Party: 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FL0129-05. Evaluation Reports FL4904 R8 AE 514007A.odf Created by Independent Third Party: Yes 4904.6 Wood -edge Steel Side -Hinged Door Units 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA-FLO130-05 for details. Certification Agency Certificate FL4904 R8 C CAC NI006110.03.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FLO130.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514008A.odf Created by Independent Third Party: Yes 4904.7 Wood -edge Steel Side -Hinged Door Units 8'-0" Glazed I/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110.04.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FLO131.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" Evaluation Reports FL4904 R8 AE 514007A.odf max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG- Created by Independent Third Party: Yes MA-FLO131-05 for details. 4904.8 Wood -edge Steel Side -Hinged Door Units 8'-0" Glazed O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45.0/-40.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA-FLO131-05 for details. Certification Agency Certificate FL4904 R8 C CAC NI006110.04.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FLO131,odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 5140074.1)df Created by Independent Third Party: Yes im Next) Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an ANEEO employer. Copvriaht 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 emalls 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 Lea... Product Approval Accepts: M •• • • • • • • • • •• • C,iedit c4rd • • • ••Selfg •. • • • •• sccurity'METRIC$' • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • �� • SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERA) NOTFS 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PRDTECTNE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GI A7FD SIDELRES. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL TEST DESCRIPTION DESIGNATION RESULT SELF IGNITKTN TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN/MIN SMOKE DENSITY ASTM D2843 13.4X TENSILE STRENGTH* ASTM D638 7.50X DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR UNIT.) 00 .00 oo DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL. NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS AddN km bNM1 Cate m Mx Air 61D Wool By Odle • War rMYR J1y(T WITH SIDnfTF 21" MAX D.L.O. 149" MAX. OVERALL FRAME WIDTH 36.375" MAX. PANEL WIDTH W/ASTRAGAL 37.5" MAX. FRAME WIDTH • N. • e DI • • • 4 •• •• •• • •• • • • • • •• •• • •• •• •• •• • • •• • • • •• • • •• • • • • • • • •• •••• of •• • • • a• • • • g • • • • P• • • • • • DOUBLE DOOR UNIT W[SIDELITES . 11• 1 • SINGLE DOOR UyQ SINGLE DOOR UNIT W/SIDELITE$ WITH SIDFI RF ••• • 00 00 VIM din I 410 DOUBLE DOOR UNITW/SIDEIJTES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING INSWING OUTSWING X 37.5 + 6.0 Li121 •] -19.0 +5 .0 - 5.0 XX 74 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 OX or XO 75" +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 OXO 112.5" +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 OXXO 149" +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 Kt 11,19 KURT BALTHAZOR FLORIDA P.E. /56533 •• • • • •• • a In cc00 8 '- CO 00 � J O cc 0 5• - • (f) • ••Iry•• • • F. • • ••• • • • • • go z a a tr 1n o csi or 7- o CO CO N w U to O 2 I/) 0 V) re DATE 7/ 1/05 scum N.T.S. DWG. Br: SWS Cnc. DRAWING MO.: DWG-MA-FL0128-05 SHEET 1 or SEE DETAIL .C. t 6' — 3" — SEE DETAIL 3. - 3- 3' 3' 1— 3 `/ �I -; l � 6' 6' r6- ......._ r 6' 3' 6" 3".._ r— 6"111.--- I I� 4 MORE EQUALLY SPACED - g- T 6 - I 3" -1 1- 3" — 3' SEE DETAIL "F" #8 x 2-1/2" #10 x 2" #10 x 5/8" #8 x 2-1/2" #10 x 5/8" #10 x 2" DETAIL "D" 1.375` — 3" FRAME / DOOR DETAIL "C" TYPICAL 3" NM AddBIIdl11ltoDillftieSOS .r'r/,��' 3" Y. SEE DETAIL W O 8 x 2-1/2" #10 x 1" #10 x 3/4" DETAIL "E" ASTRAGAL, ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1717191 T T INSWING THRESHOLD r OUTSWING THRESHOLD ) 0.9621 6" •.• • • iO • • • •• • � •• 'ID • .... •• •• SEE DETAIL ."e ..• •• • • • •• •• •• M • • • • ,••• , • +� • • • .• . -ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DDW 995 DOW 995 IC (1/6" TEMP. GLASS) W/ OPTIONAL DECORATIVE INSERT ALLAT. STEEL OR BUTYL SPACER 1/2" BITE f� /8 X 1-1/2- PNS EXTERNS 20:12112 TYPICAL GLAZING DETAIL a to co AO c g O in • (31.•.•• •V) • • .(ej. • • • • • >I 0. •••• V1 z QO a N 2 a W 0 0 z W U 0 z z O rn DATE: 7/ 7/05 SCALE N.T.S. DWG 9Y: SWS CNN BO Dw•9N3 No.: DWG—MA—T10126-05 SHEET 3 OF 3 SEE DETAIL "C" SHT. 2 SEE DETAIL 'E" SHT. 2 3" SEE DETAIL "F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" 0.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 5. MdeldmtoILO Rer B/ OIIe 1.50" IN 3" — 6' 3" 1— 3 _ — I I h—_ .4 I I I I I, • •• • •— •i •a ••' • • • • ,I$RF• EOUAI►Y ;PACED• ••• •• • • •• 6' m B' • • �� • I_I•• 11111...1•11 • 3'6 g" HARDWARE SCHEDULE 3" • 1— 3" 1 • • • •• • • •••• • • • • • • • 4 ' CC co O tp c J CC 30 �uO .<i •• z' A � .•• •.t•,..• •• • • • • • • • • • • • • I 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES TYPICAL WOOD BUCK ANCHOR INSTALLATION 1MIN 0 25" MASX TYPICAL MASONRY ANCHOR INSTALLATION 0. a • • • • • rc • J L • • a• m rn rn z 0 • m F- 0 a N 5 o: a w 0 rd z 0L 0 N 0 Z i 0 0 01 8 N W U CO 0 z m z O MATE 7/11/05 SCALE N.T.S. orc.O.* SWS CNK. BY: MANN* No.: DNG-14t-F10128-05 mu 3 of FLORIDA D[PARTMCN? OP Business Professional Regulation FI rida arm= r OFFICE OF,THE V BECRETARY 441 BCIS Home Log In I User Registration Hot Topics I Submit Surcharge Stets & Facts Publications i FBC Staff I BCIS Site Map I Links Product Approval USER: Public User Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL4334-R10 Revision 2017 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 • • 000 • • • • • • • • • • • • • • • • •• ••• •• • • • •• Method 1 Option A • ••• •• ••• • ••• • • • * • • • ill 5/2Q17 • •• • • •• • • • 1.08/2Q1•7 • • •• • • • • • • • 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • { • Date Approved 12/21/2017 Summary of Products FL # Model, Number or Name Description 4334.1 Fiberglass Side -hinged Door Units - Impact Rated '-8" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure:.+70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0120-05 for additional information. Certification Agency Certificate FL4334 R10 C CAC N1005930.01.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0120.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514010A.odf Created by Independent Third Party: Yes 4334.2 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0121-05 for additional information. Certification Agency Certificate FL4334 R10 C CAC NI005930.02,PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0121,pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514009A.odf Created by Independent Third Party: Yes 4334.3 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads or Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0121-05 for additional information. Certification Agency Certificate FL4334 R10 C CAC NI005930,02,PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0121.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514007A.odf Created by Independent Third Party: Yes 4334.4 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque I/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0121-05 for • • additional information. • Certification Agency Certificate FL4334 R10 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0121.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514007A.odf Created by Independent Third Party: Yes ••• • • • • • •• •• 4334.5 Fiberglass Side -hinged Door UQit,st Impact Rated •6� �" CR,aDueociit E o �w/• j!v/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes • •• • • • • • • • • Design Pressure: +55.0/-50.5 • • • Other: Evaluated for use in locations adhering to the•Florid# Building Code including the High Velocity Hurricane Zone, • • Certification Agency Certificate .FL4334•al.CAC NIp059pQ.p1.PDF Quality Assurance Contact ixpiration Date 07f2$/2 • • • • dnsta at op Iifitructpn� • • FL43346 R10 !I FLO120!odf • Verified By: National Accreditation & Management Institute • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • • • ••• • •• •• • • • • • • • • •• •• •• • • •• • ••• • • •• • • • • ••• • • • ••• • •• • • • •• • • • • • • •. • and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does rnit exceed the deign pressures 4'-0" x 6'-8" maxcnpminpl size. Hufr+cane.prstectiv%Lystegt is NOT required. See anchor detail lWIS-F-FLS120-06 for additicytal tot:nation. : • •• • •• • Of ••• • ••• • •• Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514008A.odf Created by Independent Third Party: Yes 4334.6 Fiberglass Side -hinged Door Units - Impact Rated 6'-8" Opaque I/S Door w/ or w/o Sidelites • • Limits Y Ilse• • •• •• • • ••• • • ••• Approvd I fo►ese i11 HVHf: hies• • • ApprovecefoCu 4.1t4d4AyHC: Yes .11 Impact Resistant: Yes • • • • • • • Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. Certification Agency Certificate FL4334 R10 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0120.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514008A.pclf Created by Independent Third Party: Yes 4334.7 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0123-05 for additional information. Certification Agency Certificate FL4334 R10 C CAC NI005930.04.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0123.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514007A.Ddf Created by Independent Third Party: Yes 4334.8 Fiberglass Side -hinged Door Units - Impact Rated 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60.0/-60.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0122-05 for additional information. Certification Agency Certificate FL4334 R10 C CAC NI005930,05.PpF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0122.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514008A.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EE0 employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund 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 mall. 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 emalls 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 here . Product Approval Accepts: Credit Card Safe Securit}'91hI'R1c3 HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6' 8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 752 T > 650 'F RATE OF BURNING ASTM D635 0.56 IN/MIN (C-1) SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH* ASTM D638 3.2% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 CSINGLE DOOR UNIT ) DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS Ac DETAILS 3 ANCHORING LOCATIONS & DETAILS l • • SINGLE DOOR UNIT WITH SODFIfTF F149' 20.5" MAX D.L.O. -j MAX. OVERALL 36.375" MAX. PANEL WIDTH --{ W/ASTRAGAL FRAME WIDTH 37.5" MAX. r FRAME WIDTH e p • • •• •••I•• • • • • •••• •••• ••••• a •• ••••• • • • • • • • •• • i 4 MAX. FR ME HEIGHT 81.875' 62.675" MAX 1 • • • • -- . . • • DOUBLE DOOR UNIT W/SIDELITE$ • • SINGLE DOOR UNIT INl I F 1Q l NIT i SIRFI ITFS WITH SIDFI RF AddeedmloNAW CeATisatimtb.:. MxooS93o Reviewedk. Date 8 / .01.1131111 • p•••• a� • p.,3•••• • • • •• • • • • •• • • • • •• • DOUBLE DOOR UNIT W/SIDELITE$ DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH iniewiur in OUTSWING INSWING OUTSWING OUTSWING• X 37.5" I +60.0 -60.0 1+60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 XX 74" +ou.0 -ou.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 OX or XO 75" +60.0 -60.0 +60.0 j -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 OXO 112.5' +60.0 -60.0 +60.0 /J -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 OXXO 149" +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 % -60.0 ugh Dam Threshold Desig KURT BALTHAZOR FLORIDA P.E. /56533 • • • • • • • • • a •• •• o: • 3 N In V) N N U) N a_ cn cn N z 0 cc N U_ a. a In cc 0 S U Q a O a0 • N n 01 V1 O N �11CNI ) V) IL W U x 0 Z In z 0 In DATE 2/11/05 SCALE. N.T.S. MG. BY: SWS asc. BY: DRAW** NO.: DWG-MA-FL0122-05 SHEET J_ of 3" —I SEE DETAIL "C" 3" --I DETAIL "D" 1.375" T 3" — SEE DETAIL 3. 3. 3"� — 6" 3" I— 3 1 I Ii 1 � 1 6" 0 r6" 6" —I 6" I r LI• — I 6` _ g• " 6" 3" y� E ` f I O _ 4 MORE EQUALLY SPACED • 1 Ri 3" 3 3" " 3" SEE DETAIL "F" 3" — 6" INSWING THRESHOLD #10 x 2" #10 x 5/8" #10 x 5/8" #10 x 2" 0.962'1 DETAIL "C" TYP. OUTSWING THRESHOLD #10 x 1" #10 x 1" 0 Qa SEE DETAIL J w " 0_ in ,t) 8x2-1/2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. AdderdimtoNAltl CBAtf aten N4_. NsooS931a Rattioi By: Da RAW Sitg/�'' 1.75" 11.047" HIGH DAM 0/S-THRESHOLD 0.124' ANNEALED 0.090' SAFLEX MG 0.124" ANNEALED ALUMNUUL1 OR BUTYL SPACE DOW 832 0R EQUAL ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT (OPTIONAL) .0124" TEMP. _ MOM TYPICAL GLAZING DETAIL IMPACT RATED GLASS 16 X 1-1/2' PNS ORUALlAL c 00 8 0 (a � J O cc C-D = W 4��R• • • • • • • • • • a a to rn ti (n N 0 w a VI z J U z M 0 O U) w Z 0 U 0 C: 0 J 0 0 J o02 N 0 0 0) rn 0 1- d L� w U m x z Z en Z 0 In 0 D(ME: 2/ 1/05 SCALE' N.T.S. BY: SWS CNK. BY: DRAWING NO.: DWG-MA-F10122-05 sHEEr OF 3 SEE DETAIL "C" SHT. 2 . Minim to NAM CenitaionN0.:. N1°05936 061.11evient Sistpc— Y SEE DETAIL "E" SHT. 2 3 SEE DETAIL "F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 1HIIN 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 "LBS. 0 a SEE DETAIL "D" SHT. 2 J W 0 3" MAX SHIM TYPICAL MASONRY ANCHOR INSTALLATION -- 6" — 3" I— 3` I I I II 6" 6" O © II I I • • -• •• • • • • • • •►• • • • • • • • •••• • •••.• • • • • _• • • 1 c0 C 0 • Gt • • • • • • • • • • • • tO •• • • • • • • 6" HARDWARE SCHEDULE • •• • •• • • • 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1"X1/2" CORRUGATED 3" FROM EACH END AND 7" OC #10X2" WOOD SCREW 6 FROM EACH END AND 12" OC LATEX CAULK ACRYLIC LATEX CAULK CL (2WOOD SCREWS EACH END TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE ANCHOR INSTALLATION - MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) • • 3 3 N N 33 M 3 N D: 0 N 0 0 a 0 z J U 0 N z 0 w z 0 N W aLn z U 00 x0 U0 a� 0 0 0 N 0 0 o0o rn�� N M N L W U m 0 z N z 0 N GATE: 2/11/05 SCALE N.T.S. DWG. BY: SWS CHI. BY: DRAWING NO.: DWG-MA-FL0122-05 SHEET 3 OF 3 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 3550 NW 49th Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product.Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right tohave this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER ' reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including th High Velocity Hurricane Zone. DESCRIPTIOClipped, Extruded Aluminum Tube Mullion — L.M.I. ) APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure + to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0731.06 and consists of th4, page 1:aid eviden cf pages E-1, E-2 and E-3, as well as approval document mentioned above. • • . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • • The submitted documentation was reviewed by ManueLPer P.R. • •• •• •• • •• MIAMI•DADE COUNTY APPROVED ••. •• ••• • •l• •• • • • • NOA No. 18-0205.05 • • • •• • : €xpiretIon • Date: September 16, 2019 110 Approval Date: March 08, 2018 I Page 1 ..• • • • • • . •• •• •. • •• . •.•. . . •• • • . • •••• •• • • • ... • . • . ••• • • • • • • •• •• • • • • • • •• •• ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "D-A" fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side -Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan, P.E. (Submitted under NOA No. 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 09/01/09 and updated on 07/10/14 to comply with FBC 5th Edition (2014), prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted partially under NOA# 09-0825.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. •• • • • • • . . • •• • • • • • • • ... .t . .. ••. •. • • Manuelterez,Ag •• `•• • ••` `•` •• • WroductControl Exaii'''Ter • • . •• • • • • • • • • • • • • • NOA No. 18-0205.05 • • •. • • • • • • • expiration toate: September 16, 2019 Approval Date: March 08, 2018 E•.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 5th Edition (2014), and of no financial interest, dated July 10, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 12-0308.37, issued to ES Windows, LLC for their Series Aluminum Tube Mullions — L.M.I., approved on 05/31/12 and expiring on 09/16/14. •• ••• • • • • • •• • • • • • •• • • • ••• • • •• ••• •• • /'/ Manue ez, P.E. • • • • • •• • • • • •Product Contr ' ^ xaminer • • • • • • • • • • • • • • • •• • • • • NOA No. 18-0205.05 • • •• • • • • • •• • • • • Expiration bete: September 16, 2019 Approval Date: March 08, 2018 • E-2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 11 ••• • • MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED IMPACT AND NON —IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULUON PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND ItslED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON—METALUC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL INSTRUCTIONS. USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI—DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 4.000 If 5.000 6.000 11 �I it I•� 2.D00 i 11 �u I SL __ TYPICAL WINDOW FRAME TUBULAR SHAPES ALLOY = 6063—T6 7- !I /I I f TYPICAL ; GIAZCAL PROLWCT 21_ • • • 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING PRODUCT REVISED asBuildcwmpiyog io6fnA. wii1T the Florida Aoesptaeae Tb . irOS Date Ti�l�.� By U1.. Misnri t .. Pro& t , •• • .l.000 ••M• • • • • 4 • ••e • ••4 • •••s • ••• •• • e • • • • •• •• ••e I•YOO •i't• • • • • • • • • • •• •• • 1\11I I II1/1 • ••• • •• ••• OF •' {(/ 40NAL a z qn j sFw iN R Oioj5 ill • 1g i Q 8 • O4�&1• • rc12Z2N, .u. z N o• • _IIy2V • •••• 4681E 0. • • • • •••• • n • • •3•••• • • • • 6z J .D m J 1— 7 Z_ e S 8 0 P drawing no. M04-04 sheet 1 of 9 • • • • • . . • •.• •• •• • • • •• •• • • • • • • • • • • •• • •• •• •••• •• •• • • • • • • • • •• ES Window LLr"' ' ' ' ' "' : .' PTOUCL QF ACCEPTANCE: EVIDENCE SUBMITTED • . . . • • . • . • • •. •. •. •. •. • • •• • • • • • ...• • •.... .•. •• . 2. NEW EVIDENCE SUBMITTED A. DRA,. IYGtS••• :•• :•• • • • 1. ' DM�ririg Nd..M04-04,%itled "Aluminum Tube Mullions", sheets 1 through 9 of 9, • • dated 0.4•'/,404, ' ith revision H dated 01/17/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying wi FBC 6th Edition (2017))and of no financial interest, dated January 12, 2018, issu y AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0731.06, issued to ES Windows, LLC for their Extruded Aluminum Tube Mullion - L.M.I., approved on 09/16/14 and expiring on 09/16/19. Manuel Perez Product Control Exa er NOA No. 18-0205.05 Expiration Date: September 16, 2019 Approval Date: March 08, 2018 E-3 3.000 1.000 ri .125 _( -.125 a- .950 IN\4 Sx = .634 IN\3 1 X 3 STD. MULUON 6063-T6 4.000 1.000 [..125 -.125 Ia = 2.037 IN\4 Ss = 1.018 IN\3 1 X 4 STD. MULUON 6063-T6 --1 1.000 .338 3.000 .338 3.000 -.125 Iz = 1.466 IN\4 Sx - .977 IN\3 1 X 3 CUSTOM MULUON 6063-T6 �2.000�1.125 Ia = 1.467 54\4 Sx - .978 IN\3 -.125 2 X 3 STD. MULLION 6063-T6 -I 1.000 .323 4.000 L .323 4.000 -.125 I% = 2.975 IN\4 Sx = 1.487 IN\3 1 X 4 CUSTOM MULLION 6063-T6 1-2.000- 1j- .125 Ia = 2.976 IN\4 Sx = 1.488 IN\3 2 X 4 STD. MULLION 6063-T6 -.125 T .125 Ed. Ed - MIN. EDGE DIST. 1/2' FOR 1/4' DUl ANCHORS 5/8- FOR 5/16' DIA. ANCHORS ANGLE CUP -6063-T5 I--2.000 5.000 Ix - 5.204 IN\4 Sx - 2.082 IN\3 2 X 5 STD. MULLION 6063-T6 2.1000 -.125 Ed = MIN. EDGE DIST. 1/2' FOR 1/4' DIA. ANCHORS 5/8' FOR 5/16' DIA. ANCHORS MULLION CUP 6063-T6 6.000 r2.DDD- tf.125 Ix = 8.276 IN\4 Ss - 2.758 IN\3 -.125 2 X 6 STD. MULLION 6063-T6 .156 T8P. 1.690 j-2.000--{ F.250 6.000 • • • • • •• • • • • • • • • • • • • • • ii •• Lie% 5.'•"' 84\3 • • •2 X 6. HEMP MUL�ION 6dGJ T6 4.500 NOTCH OPTIONAL Ed = MIN. EDGE DIST. 1/2' FOR 1/4' DIA. ANCHORS 5/8' FOR 5/l6�° ••'^' ^^` ^RODUCT REVISED .s ComptYi°8 with the Florida 8Accu 18-oxo. .05 ...u2aiq 1.405 MULLION CLIP 6063-T6 3.250 co‘V • • • • -.250 • • • • • • • • • • • • •• • • • • • • •• •• to Q O 0 a a 0 0 A r8 0 P 1 8 L. 0 Y l O J • •• • re. •• • I • • •••• • • • drawing no. M04-04 (sheet 2 of 9 • r 4 U ra e o • DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 1 X 9 CUSTOM 1 X 4 CUSTOM 1 X 9 CUSTOM 1 X 4 CUSTOM 1 X 3 CUSTOM 1 X 4 CUSTOM WINDOW DIMS. X 3 X 4 2 X 3 2 X 4 2 X 5 2 X 6 2 X 6 WINDOW DIMS. 1 X 3 1 X 4 2 X 3 2 X 4 2 X 5 2 X 8 2 X 6 WINDOW DIMS. 1 X 3 1 X 4 2 X 9 2 X 4 2 X 5 2 X 8 2 X 8 •ALJPAROO •CORPORATION ENGI!IEERS & PRODUCT &EVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL. (305) 2648100 _ FAX (305) 262.8975 * 0 /. Oz j 7 1 • 1 11 1 • r • ILO WIDTH (W) MULL SPAN 1 STD. 1 STD. STD. STD. STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. STD. STD. STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. STD. STD. STD. STD. HEAVY 19-1/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 75.3 143.0 116.2 150.0 150.0 150.0 150.0 19-1/8" - 38.2 27.5 55.9 97.7 150.0 150.0 26-1/2' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2' 54.3 103.2 83.9 146.6 150.0 150.0 150.0 26-1/2" - 27.6 - 40.3 70.5 110.8 150.0 30' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 30" 48.0 91.1 74.1 129.5 150.0 150.0 150.0 30' - 24.4 - 35.6 62.3 97.9 150.0 37' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 37' 38.9 73.9 60.1 105.0 150.0 150.0 150.0 37' - - - 28.9 50.5 79.3 145.1 42" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 42" 34.3 65.1 52.9 92.5 142.5 150.0 150.0 42' - - - 25.4 44.5 69.9 12= 8. 1 48" 38-3/8' 140.6 150.0 150.0 150.0 150.0 150.0 150.0 48" 74-1/4' 30.0 57.0 46.3 81.0 124.7 150.0 150.0 48' 120' - - - 22.3 838.9 • 61.2 1169 54" 124.9 150.0 150.0 150.0 150.0 150.0 150.0 54" 26.7 50.6 41.2 72.0 110.8 146.2 150.0 54" - - - - 6 ei • :4.4 99.4. 1 60' 112.5 150.0 150.0 150.0 150.0 150.0 150.0 60' 24.0 45.6 37.0 64.8 99.7 131.6 150.0 60' - - - - 31.1 48.9 890 66" 102.2 150.0 150.0 150.0 150.0 150.0 150.0 66" 21.8 41.4 33.7 58.9 90.7 119.6 150.0 66' - - - - 6 S8•3: 6 14.5 81.46 • 72" 93.7 149.3 142.0 150.0 150.0 150.0 150.0 72' 20.0 38.0 30.9 54.0 83.1 109.7 150.0 72" - - - - • 1160• 140.8 74.6 19-1/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 52.0 110.4 80.3 150.0 150.0 150.0 150.0 19-1/8' - 28.7 20.7 42.0 T34.• .116.8 1500 26-1/2' 143.9 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2" 37.5 79.7 57.9 113.0 150.0 150.0 150.0 26-1/2' - 20.7 - 30.3 9 53.0 64.3 1504 • 30' 127.1 150.0 150.0 150.0 150.0 150.0 150.0 30' 33.2 70.4 51.2 99.8 150.0 150.0 150.0 30' - - - 26.8 1• 1 74.4 1357 37" 103.0 150.0 150.0 150.0 150.0 150.0 150.0 37" 26.9 57.1 41.5 81.0 125.6 150.0 150.0 37' - - - 21.7 9 6700 p 60.3 1169 ALUMINUM TUBED M JLLIORIS • "111 E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL (305) 638-5151 FA)l! i3Q5) :38-515: 42" 90.8 144.4 137.1 150.0 150.0 150.0 150.0 23.7 50.3 36.5 71.3 110.6 145.9 150.0 42' - - - - S3.2 9t.7• • 48" 50-5/8" 79.4 126.4 119.9 150.0 150.0 150.0 150.0 48' O 20.7 44.0 32.0 62.4 96.8 Iasi150.0 48' 132' - - - - i •3,.• 29.3 . 46.5 85.5 54" 70.6 112.3 106.6 150.0 150.0 150.0 150.0 - 39.1 28.4 55.5 86.0 150.0 54' - - - - � Z61b� • �1.4 76.0 60" 63.5 101.1 95.9 144.4 150.0 150.0 150.0 60' - 35.2 25.6 49.9 77.4 102.1 150.0 60' - - - - • 23.4 j7.2 644 66" 57.8 91.9 87.2 131.3 150.0 150.0 150.0 66' - 32.0 23.3 45.4 70.4 92.8 150.0 66' - - - - • 21.3 6 33.8 6.1• • 72" 53.0 84.2 80.0 120.4 150.0 150.0 150.0 72" - 29.3 21.3 41.6 64.5 85.1 150.0 72' - - - - • - • j1.0 57.0 19-1/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 34.8 74.7 53.8 109.1 150.0 150.0 150.0 19-1/8" - - - 32.3 S6S S9.9 150.A • 26-1/2' 108.6 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2" 25.1 53.9 38.8 78.7 133.2 150.0 150.0 26-1/2" - - - 23.3 40.8 64.9 • 119.4 • 30" 95.9 150.0 144.6 150.0 150.0 150.0 150.0 30" 22.2 47.6 34.3 69.6 117.7 150.0 150.0 30" - - - 20.6 36.0 57.3 105.3 37" 77.8 123.6 117.2 150.0 150.0 150.0 150.0 37" - 38.6 27.8 56.4 95.4 125.8 150.0 37" - - - - 29.2 46.5 85.4 42" 68.5 108.9 103.3 150.0 150.0 150.0 150.0 42" - 34.0 24.5 49.7 84.1 110.8 150.0 42' - - - - 25.7 41.0 75.2 48" 58" 60.0 95.3 90.4 135.9 150.0 150.0 150.0 48" 96' - 29.8 21.4 43.5 73.5 97.0 150.0 48" 144' - - - - 22.5 35.8 65.8 54- 53.3 84.7 80.3 120.8 150.0 150.0 150.0 54" - 26.5 - 38.6 65.4 86.2 150.0 54' - - - - 20.0 31.9 58.5 60" 48.0 76.2 72.3 108.7 150.0 150.0 150.0 60' - 23.8 - 34.8 58.8 77.6 142.0 60' - - - - - 28.7 52.7 66" 43.6 69.3 65.7 98.9 150.0 150.0 150.0 66' - 21.6 - 31.6 53.5 70.5 129.0 66' - - - - - 26.1 47.9 72" 40.0 63.5 60.2 90.6 137.8 150.0 150.0 72" - - - 29.0 49.0 64.6 118.3 72' - - - - - 23.9 43.9 19-1/8' 123.3 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" - 52.5 37.8 76.6 134.0 150.0 150.0 bvltleseription 11I 8 1' 6i. > 0 & 2 UPDATED TO 2014 FOC UPDATED TO 2017 FBC 26-1/2- 89.0 145.3 137.3 150.0 150.0 150.0 150.0 26-1/2' - 37.9 27.3 55.3 96.7 137.7 150.0 ARCHES To BE INSCRIBED HORIZONTAL MUWEIN INSIDE RECTANGULAR SHAPE 30' 78.6 128.4 121.3 150.0 150.0 150.0 150.0 30" - 33.4 24.1 48.9 85.5 121.7 150.0 �n• 37' 63.7 104.1 98.3 148.3 150.0 150.0 150.0 37' - 27.1 - 39.6 69.3 98.7 150.0 _ �I 42" 56.1 91.7 86.6 130.7 150.0 150.0 150.0 42" - 23.9 - 34.9 61.0 86.9 150.0Sti i 75.8 114.3 150.0 150.0 150.0 48" - 20.9 - 30.5 53.4 76.0 139.1 MULLION 48" 54' 63" 49.1 43.7 80.2 71.3 67.4 101.6 150.0 150.0 150.0 54" 108" - - - 27.1 47.5 67.6 123.7 z 60' 39.3 64.2 60.6 91.5 139.7 150.0 150.0 60' - - - 24.4 42.7 60.8 111.3 GLAZING GLAZING 3 66" 35.7 58.4 55.1 83.1 127.0 150.0 150.0 66" - - - 22.2 38.8 55.3 101.2 PRODUCT PRODUCT 7 y 3 72" 32.7 53.5 50.5 76.2 116.4 150.0 150.0 72" - - - 20.4 35.6 50.7 92.7 GLAZING PRODUCT GRAZING PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). o o v8co II8 t 0 W1 W2 MULLION SPAN ` C ww 0 _ NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 11111u11i7 VERTICALLY OR HORIZONTALLY. J (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS �� P' 7 AH >i� ��: •-„-. o o v�vv' E -„-, g a c WIDTH - Wt + W2 PRODUCT REVISED = ANCHORS TYPE 'D' AND 'E' APPLICABLE TO (W) 2 . cnm$YinB with the Flotide', (;I '1 5 ,,t, . .« « t. • - -_ '• _ 4", 5" AND 6" TUBE MULLIONS. pac$gCode' 'log.0:5 • drawing no. M04-04 ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS E< on Date Pi B '%„Sep• Product ,„ 7E OF ��[I� ••cf�`� MAL sheet 3 of 9 Mi 1111� ••• • • • • • • ••• • • • • •• ••• • • ••• • ••• • 4 V l� fa • MULLION \M04-04ESW 1 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE ANCHORS TYPE ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E F G WIDTH (W) MULL SPAN A B C D E F G WIDTH (W) MULL SPAN A B C D E F G •AVPAROOQ•COR PORATION ENGINEERS & PFA)DUCT BEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 2848100 FAX. (306) 262-6978 19-1/8" 150.0 150.0 150.0 150.0 150.0 117.7 150.0 19-1/8" 103.0 150.0 140.8 150.0 150.0 60.8 121.7 19-1/8" 63.7 127.5 87.1 150.0 150.0 37.6 75.3 26-1/2" 143.9 150.0 150.0 150.0 150.0 85.0 150.0 26-1/2" 74.4 148.7 101.6 150.0 150.0 43.9 87.8 26-1/2" 46.0 92.0 62.9 125.7 146.4 27.2 54.3 30" 127.1 150.0 150.0 150.0 150.0 75.0 150.0 30' 65.7 131.4 89.7 150.0 150.0 38.8 77.6 30' 40.6 81.3 55.5 111.0 129.3 24.0 48.0 37' 103.0 150.0 140.8 150.0 150.0 60.9 121.7 37' 53.3 106.5 72.8 145.5 150.0 31.4 62.9 37' 33.0 65.9 45.0 90.0 104.8 - 38.9 42" 90.8 150.0 124.0 150.0 150.0 53.6 107.2 42" 46.9 93.8 64.1 128.2 149.2 27.7 55.4 42' 29.0 58.1 39.7 79.3 92.3 - 34.3 48' 38-3/8" 79.4 150.0 108.5 150.0 150.0 46.9 93.8 48" 74-1/4' 41.1 82.1 56.1 112.2 130.6 24.2 48.5 48' 120" 25.4 50.8 34.7 69.4 80.8 - 40.. 54' 70.6 141.2 96.5 150.0 150.0 41.7 83.4 54" 36.5 73.0 49.8 99.7 116.1 21.5 43.1 54' 22.6 45.2 30.8 61.7 II 71.8 • - 217 60" 63.5 127.1 86.8 150.0 150.0 37.5 75.0 60" 32.8 65.7 44.9 89.7 104.5 - 38.8 60" 20.3 40.6 27.8 55.5 ' s4j• :- 24.0• • 66' 57.8 115.5 78.9 150.0 150.0 34.1 68.2 66' 29.9 59.7 40.8 81.6 95.0 - 35.3 66" - 36.9 25.2 50.5 58.8 - 268 72" 53.0 105.9 72.3 144.7 150.0 31.3 62.5 72' 27.4 54.7 37.4 74.8 87.1 - 32.3 72' - 33.9 23.1 46.3 • 5311.: • •- 20.0• • 19-1/8" 150.0 150.0 150.0 150.0 150.0 89.2 150.0 19-1/8' 91.1 150.0 124.4 150.0 150.0 53.8 107.6 19-1/8" 58.0 115.9 79.2 150.0 • WOOD • 64.2 68.4 26-1/2" 109.1 150.0 149.0 150.0 150.0 64.4 128.8 26-1/2" 65.7 131.5 89.8 150.0 150.0 38.8 77.6 26-1/2' 41.8 83.7 57.1 114.3 3 0•• 24.7 494 30' 96.3 150.0 131.6 150.0 150.0 56.9 113.8 30" 58.1 116.1 79.3 150.0 150.0 34.3 68.6 30' 36.9 73.9 50.5 100.9 • 117.5 41.8 4,6• • 37' 78.1 150.0 108.7 150.0 150.0 46.1 92.3 37' 47.1 94.1 64.3 128.6 149.7 27.8 55.6 37' 30.0 59.9 40.9 81.8 !e3• • - 34 42' 68.8 137.6 94.0 150.0 150.0 40.6 81.3 • 41.5 82.9 56.7 113.3 131.9 24.5 49.0 42' 26.4 52.8 36.1 72.1 • 413190 • •- 3162 ALUMINUM TUBED (kiLLIORS • E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL (305) 638-5151 FA)I' t3Q5) :38-514 �• 48' 50-5/8" 60.2 120.4 82.3 150.0 150.0 35.6 71.1 48' 84' 36.3 . 49.6 99.1 115.4 21.4 42.9 48• 132' 23.1 46.2 31.5 63.1 • T3S• • • 2}. _4, 54' 53.5 107.0 73.1 146.2 150.0 31.6 63.2 54' 32.3 64.5 44.1 88.1 102.6 - 38.1 54" 20.5 41.1 28.0 56.1 65.3 - 24.2 60' 48.2 96.3 65.8 131.6 150.0 28.4 56.9 60" 29.0 58.1 39.7 79.3 92.3 - 34.3 60" - 36.9 25.2 50.5 ! : • - 21.6 66' 43.8 87.6 59.8 119.6 139.3 25.9 51.7 66" 26.4 52.8 36.1 72.1 83.9 - 31.2 66" - 33.6 22.9 45.9 • 53.4 • - • 72' 40.1 80.3 54.8 109.7 127.7 23.7 47.4 72' 24.2 48.4 33.0 66.1 77.0 - 28.6 72' - 30.8 21.0 42.1 • 49.0 • - ! • 1 o 19-1/8" 131.9 150.0 150.0 150.0 150.0 77.9 150.0 19-1/8" 79.7 150.0 108.9 150.0 150.0 47.1 94.1 19-1/8" 53.1 106.2 72.6 145.2 ' 150.0? 61.4 62.7 26-1/2" 95.2 150.0 130.0 150.0 150.0 56.2 112.4 26-1/2' 57.5 115.0 78.6 150.0 150.0 34.0 67.9 26-1/2' 38.3 76.7 52.4 104.8 r1't.0 •t2.6 ur_3.4 30" 84.1 150.0 114.9 150.0 150.0 49.7 99.3 30" 50.8 101.6 69.4 138.8 150.0 30.0 60.0 30' 33.9 67.7 46.3 92.5 107.7 20.0 400..Co • 37" 68.2 136.4 93.1 150.0 150.0 40.3 80.5 37" 41.2 82.4 56.3 112.5 131.0 24.3 48.6 37' 27.5 54.9 37.5 75.0 87.4 - 32.4 42" 60.1 120.1 82.0 150.0 150.0 35.5 70.9 42" 36.3 72.6 49.6 99.1 115.4 21.4 42.9 42" 24.2 48.4 33.0 66.1 77.0 - 28.6 48' 58' 52.6 105.1 71.8 143.6 150.0 31.0 62.1 48" 96" 31.8 63.5 43.4 86.8 101.0 - 37.5 48' 144' - 42.3 28.9 57.8 67.3 - 25.0 54' 46.7 93.4 63.8 127.6 148.6 27.6 55.2 54' 28.2 56.4 38.6 77.1 89.8 - 33.3 54" - 37.6 25.7 51.4 59.9 - 22.2 60' 42.0 84.1 57.4 114.9 133.7 24.8 49.7 60' 25.4 50.8 34.7 69.4 80.8 - 30.0 60' - 33.9 23.1 46.3 53.9 - 20.0 66' 38.2 76.4 52.2 104.4 121.6 22.6 45.1 66" 23.1 46.2 31.5 63.1 73.5 - 27.3 66" - 30.8 21.0 42.1 49.0 - - 72' 35.0 70.1 47.9 95.7 111.4 20.7 41.4 72' 21.2 42.3 28.9 57.8 67.3 - 25.0 72' - 28.2 - 38.6 44.9 - - 19-1/8' 121.4 150.0 150.0 150.0 150.0 71.7 143.4 19-1/8" 70.8 141.7 96.8 150.0 150.0 41.8 83.7 ANCHOR TYPES HORIZONTAL MUWON 26-1/2" 87.6 150.0 119.7 150.0 150.0 51.8 103.5 26-1/2' 51.1 102.2 89.8 139.7 150.0 30.2 60.4 S, E, AAi HEAD D/SILL/JAM85 ARCHES TO BE INSCRIBED revisions: /no date by description E 09.20.09 REV. PER BCCO COMMENTS F 03.05.12 N0 CHANCE 1H15 SHEET C 07.14.14 UPDATED TO 2014 FOC N 01.17.18 UPDATED TO 2017 n)C 30' 77.4 150.0 105.8 150.0 150.0 45.7 91.4 30" 45.2 90.3 61.7 123.4 143.6 26.7 53.3 ANCHOR TYPES INSIDE RECTANWLAR SHAPE 37" 62.8 125.5 85.7 150.0 150.0 37.1 74.1 37" 36.6 73.2 50.0 100.0 116.5 21.6 43.2 F k C AT JAMBS ONLY _� 42" 55.3 110.E 75.5 150.0 150.0 32.7 65.3 42" 32.3 64.5 44.1 88.1 102.E - 38.1 GLAZ NG 48" 63' 48.4 96.8 66.1 132.2 150.0 28.6 57.1 48' 108" 28.2 56.4 38.6 77.1 89.8 - 33.3 I VERTICAL u�' PRODUCT `�Y 3 8 77.4 52.9 105.8 123.1 22.9 45.7 60" 22.6 45.2 30.8 61.7 71.8 - 26.7 z \ANCHOR L 66' 35.2 70.4 48.1 96.1 111.9 20.8 41.6 66' 20.5 41.1 28.0 56.1 65.3 - 24.2 GLAZING GIAZING 3 as AIL /1 72' 32.3 64.5 44.1 88.1 102.6 - 38.1 72' - 37.6 25.7 51.4 59.9 - 22.2 PRODUCT PRODUCT D N 3: ALL LOADS ARE EXT.(+)/INT.(-).RODUC • IL GLAZING PRODUCT GLAZING PRODUCT NOTE: w1 W2 SPAN ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ANCHOR TYPESMULLION LOCATIONS AT HEAD, SILL OR JAMB ENDS. A. B.111P`,1o'1 ,Aty,/i�� FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. TYPICAL MULLION ARRANGEMENTS • PJ•'""' •'" �•' 1 4 o - 9 4 ` (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ; ' WI + W2 5:4 �; 'D' 'E' WIDTH (W) - 2 the Florida - ANCHORS TYPE AND APPLICABLE TO as complyingwith ' 4", 5" AND 6" TUBE MULLIONS. Building Code 18'D2D5•0S Acceptance No drawing no. 9 ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS Expiration Date +1i] �IAV r c� � 9 .• OF �!/� BY �A, fie, y ''�,Cs;' • .... �''�G�� A.1.. r.... Product •.0 T77j/�R1Al�.\\ heM04-04 of (sheet 4 of 9 ) • •• • • •• • • • • • • • • • •• • • • • •• • • • • • • • • Ed. 1/4" DL4 ULTRACONS 2 PER CUP (1 ON EACH WING) E 1/4" DLA. ULTRACONS 1 PER ANGLE IY'IJ OiI 1 BY W000 BUCK 1/4' DIA ULTRACONS 2 PER CUP (1 ON EACH WING) FLOATING CUP SNUG FIT INSIDE MULL /14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE 2BY W000 BUCK 0R WOOD STRUCTURE I10-1411 ALTERNATE ANCHOR LOCATION i 1 11'may/ II I 11 I ILJ tri J II II 11 11 II II u I I I I I I 1/4" DIA ULTRACONS 1 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE FLOATING CUP SNUG FIT INSIDE MULL ANCHORS TYPE 'A' #14 SMS 1-3/4' 0.C. MIN. 2 PER ANGLE II II II II u u I I I I I I 2 X 2 X 1/8' ALUM ANGLE E 2 1/4" MIN. 1/4" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) TYP. MIN Ii II� Ed 1' MIN 1 BY WOOD BUCK 'At II II II II jI II LJ1 II 11 P I 1 1/4' DIA ULTRACONS 4 PER CUP (2 ON EACH WING) 1/4 DIA ULTRACONS BY •ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1' 1-1/2' CONCRETE 2-1/2' 1-3/4" 1/4" DLA. ULTRACONS 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL /14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE plEMEMOPP 2 BY WOOD BUCK II 11 1.H n•r I ,�III I•� • • • • • • • I • • 2 X 2 X 1/f3'•1 ALUM ANGLE •• • •••• 0 a 0 O 3 Na1 • • Weel •• •••4 t i O E I; • J 19 1a 4 u• • I • • 46831 1 • • CO • • • • •• •• •• • • • 1/4' DIA. ULTRACONS • 2 PER ANGLE • • Aft FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE CANCHORS TYPE 'B' J WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. CONCRETE = fc = 3000 PSI MIN. PRODUCT REVISED as complying withthe Fiords BoifdA1$ Code ie-ora�.� Acceptance No Expiration Date /�.. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAIJ—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRY ATE LACQUER. Dy L t'i Sri Product II u II II I I I I I I • • • • • •• 2X 2X 1/8' ALUM ANGLE `111t1111111/1/// AI OF /O AL S I/Ill 111 • • 0 Q J 01 m ALUMINUM T a 0 0 S 0 dote: 04-26-04 J An drawing no. M04-04 (sheet 5 of g 1••• • • • • • 1/4' DIA ULTRACONS 2 PER CUP (1 ON EACH WING) 1 PER ANGLE ALTERNATE ANCHOR LOCATION FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4' O.C. MIN. 2 PER ANGLE 1/4" DL ULTRACONS 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'C' 1/4" DIA. ULTRACONS Ed. 4 PER CUP (2 ON EACH WING) 1/4' DIA. ULTRACONS 2X2X1/8- ALUM ANGLE 1/4 DIA ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2-1/2' 1-3/4- CONCRETE = Fc = 3000 PSI MIN. FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 4 PER ANGLE 1/4" DIA. ULTRACONS 2 PER ANGLE 0 z m t• 3 O Z '4! O cc �(OI µµ11 tzi Yl ••••QjOC` • ot=42 •• 2 XLw tr7 ALUM2I�L AXLEEi • •C L id o MO 0.0011 oNV�y1p • W2� • Zy O Qwmi k • • • JJLAI•• • • • LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'D' APPLICABLE FOR 4 5" AND 6" TUBE MULLIONS ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALI U-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. PRODUCT REVISED a; complying with the Fonda Building No AcciI9'0205.05 Expiration Daoe-"7Se7f • ��! 0000 • • 0 c S 8 drawing no. M04-04 sheet 6 of 9 ) • •••• • 5/16" DIA ULTRACONS Ed. 4 PER CUP (2 ON EACH WING) FLOATING CUP SNUG FIT INSIDE MULL 114 SUS 4 PER ANGLE 5/16' DIA ULTRACONS 2 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS 5/16" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 3-1/8" 2' CONCRETE = re — 3000 PSI MIN. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH AIXAIJ—RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. PRODUCT REVISED EVI Eos Florida Duildi 8 i0 $-020S. utam'm6 cow Acceptance No i—w p.. intim Date By M Product Z q h - 0 q z Q i Z • aOI DN�Oi • aEN yw • • • pt,Nn •• • • • •• • ••!rEgli; (� O ei M 8 •••4Q LLGD g.• • • Ny Q K • Q; Z O f •••• • Wy�Q• • • •••• ZOf A !••• • .� O0.1 J�j•. • Q WOMIi4 • •. . • • • • •• •• • • • • • • • • • • •• • •• • • •• ••• CO CO t- ALUMINUM 0 v 8 8 G O 8 8 0 0 8 8 O C 8 8 drawing no. M04-04 sheet 7 of 9 8••• • •• 1••• • .••• • 8•• • .•• ••• • • • • • • • • • • • • Ed 1/4' DM. ULTRACONS 1/4' DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) 1 PER ANGLE ALTERNATE ANCHOR LOCATION FLOATING CUP SNUG FIT INSIDE MULL 2 X 2 X 1/8' ALUM ANGLE E ANCHORS TYPE 'F' AT JAMBS ONLY /14 SMS 1-3/4- O.C. MIN. 2 PER ANGLE 1/4' DIM. ULTRACONS 2 1/4" MIN. 4 PER CUP (2 ON EACH YANG) TYP. 1/4' DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. 4. MIN. EDGE DIST. MIN. EMBEDMENT MASONRY 2-1/2' 1-1/4" MASONRY - C-90 HOLLOW/FILLED BLOCK f'm m 2000 PSI MIN. ALL CUPS AND ANGLES TO FTf SNUG INTO TUBE MUWONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAJNT OR WATER -WHITE METHACRYLATE LACQUER. 1/4" DIA. ULTRACONS 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL i14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE ANCHORS TYPE 'G' AT JAMBS ONLY PPOTBJC T REVISED a complying with the Flood. Building Code c8-dW5,p5 Acceptedoe No Evit?tDate i • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • •• • • • TE OF • DROOP;:: 0.N NALf�t��`�. LJllllllj •• •• • • • •l••• • • *••• R •••• • • • • • • • • • • 0 0 0 v 0 c B drawing no. M04-04 (sheet 8 of 9 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 4 � iii • • • • • • MUWON\M04-04ESW 7 WINDOW DIMS. ANCHORS QUANTITY WINDOW DIMS. ANCHORS QUANTITY WINDOW DIMS. ANCHORS QUANTITY WIDTH (W) MULL SPAN 2 3 4 WIDTH (W) MULL SPAN 2 3 4 WIDTH (W) MULL SPAN 2 3 4 #14 SMS METAL STRUCTURE A IritROODOPPORATION EVINEERS &"RODUOT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) it TEL (305) 264-8100 FAX. (905) 26243978 19-1/8" 150.0 150.0 150.0 19-1/8' 150.0 150.0 150.0 19-1/8' 93.7 140.5 150.0 2, 3 OR 4 ANCHORS 26-1/2' 150.0 150.0 150.0 28-1/2" 115.9 150.0 150.0 26-1/2' 67.6 101.4 135.2 SEE CHART FOR C4PACRY TOR TUBE MULLION U 30' 150.0 150.0 150.0 30' 102.4 150.0 150.0 30' 59.7 89.6 119.5 37' 150.0 150.0 150.0 37' 83.0 124.5 150.0 37' 48.4 72.6 96.9 42" 150.0 150.0 150.0 109.7 146.3 42' 42.7 64.0 85.3 48' 38-3/8' 140.1 150.0 150.0 84' 64.0 96.0 128.0 48' 144" 37.3 56.0 74.7 Irtl 54" 124.5 150.0 150.0 54 56.9 85.3 113.8 54' 33.2 49.8 66.4 - • • • 4 60" 112A 150.0 1510 60' 51.2 76.8 102.4 60' 29.9 44.8 59.7 /10 FH SMS 2/ SIDE 1 ( • • • 66' 101.9 150.0 150.0 66' 46.5 69.8 93.1 66" 27.2 40.7 54.3 1/8" THICK ALUM CHANNEL • • • • 4 72" 93.4 140.1 150.0 72' 42.7 64.0 85.3 72' 24.9 37.3 49.8 LENGTH TO FIT SNUG 1 • • • TUBE MULLION • 19-1/8" 150.0 150.0 150.0 19-1/8" 140.5 150.0 150.0 INTO MULLION 1 1 • r 26-1/2" 150.0 150.0 150.0 26-1/2" 101.4 150.0 150.0 I • 30' 150.0 150.0 150.0 30' 89.6 134.4 150.0 TUBES MAY BE NOTCHED • 37" 137.8 150.0 150.0 37' 72.6 109.0 145.3 AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE • 1 • • 42" 121.4 150.0 150.0 42' 64.0 96.0 128.0 CAULK JOINT AFTER ASSEMBLY I • • • • I • • r Z O 11 n'1 • E.S. WINDOWS, LL • • 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL (305) 638-5151 FAX. (305) 638-5158 4M • • • 48" 50-5/8" 106.2 150.0 150.0 48' 96' 56.0 84.0 112.0 I #14 FH SMS ••••4h • 54• 94.4 141.6 150.0 54' 49.8 74.7 99.6 1-1/2" O.C. MIN. METAL STRUCTURE 1 • •• OR f 60' 85.0 127.4 150.0 60" 44.8 67.2 89.6 ACCESS HOLE SEE CHART FOR CAPACITY TUBE MUUJON 1 • • = 66" 77.2 115.8 150.0 66' 40.7 61.1 81.5 • ••I� •• • r l 72" 70.8 106.2 141.6 72' 37.3 56.0 74.7 - f 1 19-1/8' 150.0 150.0 150.0 19-1/8" 124.9 150.0 150.0 • • • 26-1/2' 150.0 150.0 150.0 26-1/2" 90.2 135.2 150.0 • • • • • 30- 148.3 150.0 150.0 30" 79.6 119.5 150.0 • ' • • 37- 120.2 150.0 150.0 37' 64.6 98.9 129.2 �•�� r� • • ALUMINUM TUI 42" 105.9 150.0 150.0 42' 56.9 85.3 113.8 - i -- `- i 11 - _ _ I I 48' 58" 92.7 139.0 150.0 48" 108• 49.8 74.7 99.6 v, 54" 82.4 123.6 150.0 54- 44.2 66.4 88.5 THIS SCREW CAN BE I /10 FH SMS I I 60" 74.2 111.2 148.3 60' 39.8 59.7 79.6 INSTALLED IN EiirITHER DIRECTION I 1 2 PER CUP 1 66" 67.4 101.1 134.8 66' 36.2 54.3 72.4 I 1" O.C. MIN. I I 72' 61.8 92.7 123.6 72' 33.2 49.8 66.4 I I 19-1/8" 150.0 150.0 150.0 19-1/8" 112.4 150.0 150.0 26-1/2" 150.0 150.0 150.0 26-1/2" 81.1 121.7 150.0 1-3/4" X 2" X 1/8" 2BY TUBE) I by (description ) REV. PER RCCO COMMEMS NO CHANGE THIS SHEET UPDATED TO 2014 FDC UPDATED TO 2017 FRC 30' 136.5 150.0 150.0 30" 71.7 107.5 143.4 (FOR 3/4' X 2' X 1/8" FOR (1BY TUBE) 37' 110.7 150.0 150.0 37' 58.1 87.2 116.2 ALUM ANGLE CUT TO ITT SNUG INSIDE TUBE 42" 97.5 146.3 150.0 42' 51.2 76.8 102.4 48" 63" 85.3 126.0 150.0 48' 120" 44.8 67.2 89.6 54• 75.9 113.8 150.0 54' 39.8 59.7 79.6 ANCHORS DETAIL #1 60' 68.3 102.4 136.5 60' 35.8 53.8 71.7 METAL TO METAL CONNECTION 66' 62.1 93.1 124.1 66' 32.6 48.9 65.2 72" 56.9 85.3 113.8 72• 29.9 44.8 59.7 j14 SMS/TEKS 11111 19-1/8' 150.0 150.0 150.0 19-1/8" 102.2 150.0 150.0 26-1/2' 131.1 150.0 150.0 26-1/2' 73.8 110.7 147.5 SUBSTRATE Ed. = MIN. EDGE DIST. MIN. Cl TO CL SPACING 1/2' +T ��' 30' 115.8 150.0 150.0 30' 65.2 97.7 130.3 METAL 5/8" 37' 93.9 140.9 150.0 37' 52.8 79.3 105.7 METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. e©1211:1©. 42' 82.7 124.1 150.0 42" 46.5 69.8 93.1 1/8' MIN. THK. ALUMINUM (6063-T6 MIN.) 48' 74-1 /4' 72.4 108.6 144.8 48" 132' 40.7 61.1 81.5 `71111111 • 1 • d .. yam• S •r _ , •...� O o +T 54' 64.4 96.5 128.7 54' 36.2 54.3 72.4 60" 57.9 86.9 115.8 60' 32.6 48.9 65.2 : ' 1? bF � 66" 52.7 79.0 105.3 66• 29.6 44.4 59.2 •1 � ! 72' 48.3 72.4 96.5 72' 27.2 40.7 54.3 REVISED•I' PRODUCT RE the Florida ( AA H :9 complying with 3ailau:g coat B.OZQ5.o5 Ac�ptar� w apiwtinn P E fii '"lit 11y/�.. • I.1iam Dada P ct •7 .?4'� = •.. �',� ''7//SIDiVAL1It-‘ = �. drawing no. M04-04 sheet 9 of 9 M IAM 1•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy DAB Door Company, Inc. 12195 NW 986 Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Pi^.;+), 7.,^A DESCRIPTIO Hurricane Master® Model 824/811 Steel Sectional Garage Door up to 18'-2" Wide with Window Lite Option (DP +5 .0, - 4.0 PSF) APPROVAL DOCUMENT: Drawing No. 99-24, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 09/22/1999, with revision L dated 08/01/2017, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the usgr 1 y the atan>jfagturel:or its distributors and shall be available for inspection at the job site at the request of tide BuildIig'Wc:14, This NOA renews NOA # 17-0919.10 and consists of this page 2 Ana dvitieica pages E-1, E-2 and E-3, as well as approval document mentioned above. •• • • • • • • • • • • The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI•DADE COUNTY APPROVED • "' • • • • •• • • • •• •NOA No. 18-0301.07 • • • • • •' . • . • • • • Dxptra��I� iocate: March 10, 2023 • • •' •• • • •• AplarovAl Date: April 26, 2018 04 12.0(2018 Page 1 ... . ......• • • . . . . • . • • . . ... . • • • • . . . • . . . • • .. .. •• •..• •• ... . • ••... DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 99-24, titled "Sectional Garage Door", dated 09/22/1999, with last revision K dated 03/09/2015, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0324.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Residential Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2133A and B, dated 06/10/2008, signed and sealed by Candido F. Font, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08- 2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08-1106.05" 3. Test report on Tensile Test per ASTM E 8 of the above sectional garage door's skin, prepared by Hurricane Engineering & Testing, Inc, Test Report No. HETI-08-T139/A, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 03-0210.04" 4. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.11" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0324.07" 2. Anchor verification calculations and structural analysis prepared by Al-Farooq Corporation, complying with F.B.0 2004/2007, dated 01/20/2009, signed and sealed by Humayoun Farooq, P.E. .. ••• . . • • . . . . .• • •• ••• •. • ••• •• • • • • • • • • •• • • • • • • • •• • • • • E-1 ..• . • • • • • • .. . • • •. Carlos M. Utrera, P.E. . Prpdnct Control Examiner • NOA No. 18-0301.07 • Exrpr'itioa Date: March 10, 2023 Approval Date: April 26, 2018 • • ••• . • . • . • ••• • • • • • • • • • • • • • •• •• • ••• • • DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA # 08-1106.05" 3. Anchor verification calculations and structural analysis prepared by Al-Farooq Corporation, complying with F.B.0 2004/2007, dated 08/25/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Submitted under NOA # 14-0814.11" 1. Statement letter of code conformance to the 5th edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. .• •.. • • • • •. • •. ..• .. • • • .. • . . • •. • Carlos M. Utrera, P.E. • • • • • • ... . Prodiict Control Examiner • • • • ' NOA No. 18-0301.07 • • . .. • . • • •• • •. •• :. Lx1QrattiouDate: March 10, 2023 •• • Al3proval Date: April 26, 2018 E -2 .....• • • .•. • • . • • • . ... . • • • • •• •. ••• .• ••• • • .• •• DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. Evidence submitted under NOA # 17-0919.10. A. DRAWINGS 1. Drawing No. 99-24, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 09/22/1999, with revision L dated 08/01/2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes to comply with FBC 2017. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, expiring on 07/17/2018. F. STATEMENTS 1. Statement letter of conformance to(FBC 2014 (5th Edition)and FBC 2017 S6tn Edition), repared by Al Farooq Corporation, dated 08/012017, signed and sealed by Javacl Ahmad, P.E. . . `�� Zp18 . . i4`% zo • 6.. •••• •• . • . •. •• • • • • • • • • •• • ••. • • • • • • • • • • •• • • E -3 •. .. • . • • • • Carlos M. Utrera, P.E. ... . Product Control Examiner NOA No. 18-0301.07 :. Extritiod Date: March 10, 2023 • Ahros al Date: April 26, 2018 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • •• •• •• •• •• •• •• .. / • 7-1/2' X 3' X .120' GALV. STEEL END ROLLER HINGE WITHOUT DELRON SLEEVE (STD.) WITH DELRON SLEEVE (OPTIONAL) 7-1/2" X 2-1/4' X 18 GA GALV. STEEL CENTER HINGE W/ (4) 114 X 5/8" SMS WITHOUT DELRON SLEEVE (STD.) 7-1/2" X 2-1/4" X .071' GALV. STEEL CENTER HINGE W/ (4) /14 X 5/8" SIAS WITH DELRON SLEEVE (OPTIONAL) \ / DOOR V2/ LOCK CENTER HINGE • /14 X 1/2' SMS 4 PER HINGE COTTER PIN CENTER STILES *Iv7eg SEE SCH. A' ' III i■II 11111� I111-1111 IIIIIE 3/4" W X 3/16' THK. I LATCH STANDARD LOCK SPRING LOADED SLIDE BOLT (BOTH SIDES) FASTENED W/ (4) #14 X 1/2" S.M.S. 5/8' MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS 8-1/4" X 4-1/2' X 1-1/2" - ---____-_ STEEL PLATE 0.115' THK. ----- WITH (8) #14 X 5/8- SMS .128 DIA. GALV. AIRCRAFT TYPE CABLE & NCO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR UL SCHEDE 'A' 0001t MOTHS / OF CENTER STILES 9'-1• TO 11.-10' 4 12'-0' TO 13'-10• 14'-0' TO 15'-10' 15'-11 10 15.-2' 7 DOOR HEIGHT CONSISTS OF OTAL 1 OF U' BARS AT FACII DOOR 2 SECTIONS 15' 2 SECTIONS 21' 1 SECTION 18' 3 SECTIONS 21' 7' 4 SECTIONS 21' 10 5 SECTIONS 18' 4 SECTIONS 1e• 1 SECTION 21' e' 3 SECTION' 18' 2 SECTIONS 21' 2 SECTIONS 16' 3 SECTIONS 21' I SECTION T8' 4 SECTIONS 21' 8,_0" 5 SECTIONS 21' 12 6 xC1060 1Y 5 SECTIONS 16• 1 SECTION 21' 4 SECTIONS 18. 2 21' 3 SELTMONS 18" 3 SECTIONS 21' 10' 2 SECTIONS 18' 4 atw6m 21. 1 SECTION le" 5 6ECTONS 21' 10-6' NS 6 SECTIO21- 14 10'-8• 6 SECTIONS 15' 1 SECTION 21. 11' 5 100)10NS ID' 2 SECTIONS 21' 11'-r 4 SECTIONS 18' 3 SECTIONS 21' 3 SFD110N9 1e' 4 SECTIONS 21' 11'-9• 12' 2 SECTIONS le' 1 SECTIONS 1e• 5 SECTIONS 21' e SECTIONS 21• 12'-3' N6 ] SEC11021' 16 12'-6" 6 S0CINR6 15' 2 SECTIONS 21' 12.-9' 5 SECTIONS 15" 3 Seances 21' 13' 4 SECTIONS te' 21' 13._3" 3 SECi0I6 16• NS 5 SECTIO21" 13.-8• 2 SECTIONS 18• 6 sEcnoeS 21' 13'-6' SECTION ID' 7 SECTIONS 21" 14. 8 SECD3NS 21' 18' 3 SECTIONS 21' 5 SECTIONS 18. 4 SECTONS 21' 4 SECTIONS le' 5 SECTIONS 21. 15' 3 SECTIONS 16. 5 SEC1101S 21' 15.-r 2 SECTIONS ie' t SECTION 18' 7 %mews 21' 8 SECTIONS 21. 15'-9' 9 SECTIONS 21' 15 20 16' 6 SSECTIONSte" 4 SECTIONS 21' 22 BOTTOM BRACKET FOR 3' TRACK BOTTOM BRACKET FOR 2' TRACK TOP FIXTURE 5-1/2' X 2-3/4' X 0.1' siLEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH (6) #14 X 3/4' SELF DRIWNG SCREWS OPTIONAL DOOR VIEWER TO DE INSTALLED AT ANY CENTER STILE d11I11�1II1111.�1I1 11Vu��IP,41 MI 1'�'1 O!IIi1 lammirmirmi OPTIONAL VENT _ (3) 5' WIDE AT 7' O.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. #14 X 3/4" SELF DRIWNG SCREWS MAY BE USED IN LIEU OF #14 X 5/8" SMS COLONIAL DESIGN MAX. DOOR WIDTH 18'-2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR DOOR 1t611:D IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE TAS-202, TAS-201 & TAS-203 FOR HVHZ AND AST1A E1886-05/ASTM E1996-09. OUTSIDE HANDLE CENTER STILE lift-1/8' X 1-1/8' X 2-3/8' LONG OCK BAR GUIDE 1) ON CENTER STILE LOCK BAR GUIDES (2) ON END STILE INSTALLED WITH (4) /14 X 5/8' SMS X .6W LOCK BAR AGES W TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK (OPTIONAL) LOCK BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SUDE BOLT LOCKS SHOWN ABOVE GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERWL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 4. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR lAATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFELY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDI110NS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABEUNG TO COMPLY WITH SECTION 1709.9.2. DESIGN PRESSURE RATING PROW;CF REVISED erineden MIN 185 Waits holding Cads Aoc6pt 802149 17-0415.ID DAB DOORS INC. Expired.* Date Hrl/tI '7411% Hurricone Master® Model 824/811 Wit Max. Size 18'-2" X 1ST-0" High �,es.mt With Window Lite Option • • + 55.0 PSF - 64.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT PRODUCT RENEWED as complying with the Florida Building Code NOAa+o. 18-0301.07 Expiration co , e03/10/2023 By MIaM-0 Product Control •,• • n SECTIONAL G • 0 8 0 8 8 8 2 iy 8 1 drawing no. 99-24 sheet 1 of 5 ) • •• • • • • • • •• • • • 16 GA X 2-1/4" X 2" X 3/4' GALV. STEEL U. BAR REINFORCING TRUSS 0 TOP OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8' S.M.S. AND TO END STILE W/ SIX #14 X 3/4" S.M.S. (2) 16 GA X 2-1/4' X 2' X 3/4" GALV. STEEL U. BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8' S.M.S. AND TO END STILE W/ SIX #14 X 3/4' S.M.S. OUTER FIXTURE 8-1/4"X4-1/2'X1-1/2"X.115 THK. INNER FIXTURE 2-1/2" X 5-3/4" X 12 GA BOTTOM SEAL OPTIONS SEE SHEET 4 • 1ST SECTION (BOTTOM) REINFORCING FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 WI ilqi:111.425:mult 3/4' MAX. •• 1111111 I MAW 1 IIiir-lir-Aiiii 16 GA.% 2-1/4' X 2" X 3/4" GALV. STEEL U. BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ SIX #14 X 3/4" S.M.S. INTERMEDIATE SECTIONS REINFORCING OPTIONAL STOP MOULDING BY DOOR INSTALLER #14 X 5/8" SUS 8 PER HINGE STEEL TRACK 14 GA. X 2-1/8" X 1' (STANDARD) 12 GA X 3-5/16' x 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8' TRUSS HD. SLOTTED MS. & LOCK NUT 7/8' X 1-7/8' X 2-5/8" 18 GA STEEL CENTER STILE RIVETED TO PANEL SKIN W/ (4) ALUM RIVETS 1/2' X 1-3/4' X .058" FORMED 51EEL GLUED TO PANEL AND SECURED TO ENO STILE WITH 3/16" POP RIVETS AT 10-11/16" 0.C. FOR 21' SECTIONS AT 7-11 16" 0.C. FOR 18' SECTIONS PINS INSTALLED ON ROLLER SHAFT TOP SECTION REINFORCING 4/ 144 5 /3' S.M.S. SECTION B-B 2-3/4" X 5-1/2' X .10 THK. TOP ROLLER FIXTURE W/ 5/16"-18 NUT & BOLT 16 GA.X 2-1/4" X 2" X 3/4" GALV. STEEL U. BAR REINFORCING TRUSS TRUSS STILES W%TEN �T04VERTICAL INTERMEDIATE 58' SACS. AND TO END STILE W/ SIX # 14 X 3/4" S.M.S. 24 GA STEEL PANEL - FLAPS BENT OVER PANEL-\ \I 1/2- PUNCHED HOLES 0 4' 0.C. 3/16" POP RIVETS AT 4" 0.C. (6) FOR 21" STILES (5) FOR 18' STILES PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-0301.07 Explratio • . to03/10/2023 By Miami " - • e Product Control 3/4" X 2-1/2' X 18 GA STEEL ENO STILE RIVETED TO PANEL SKIN W/ 3/16' ALUM RIVETS 1-7/8"X2-5/8"X18 GA STEEL CENTER STILE 14 GA GALV STEEL CENTER HINGE ROLLER HINGE PRODUCT REVISED p ac•PIJb with tlb north. indding Cade Acceptsme No I1-0515.10 F.p1t.Sae oats g i 1 e 1( 8 1,- eaveteVerdrrodectl LEDGE DIST. 1.82" DIA X .50' STEEL ROLLERS (STD.) 1.82' DIA X .50' NYLON ROLLERS (OPTIONAL) 2.75' DIA. X .50' STEEL ROLLERS (OPTIONAL) 2.75' DIA. X .50" NYLON ROI I FRS (OPTIONAL) WITH 9" STEM .024' STL PANEL • • • •• • • e•••• JI •6••• • IOW • �• tC••A• • • • • • • • •E0 4 Z • • • • • • • • • • SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 3/4" MAX. 2 1/2" SEE SHEET 4 FOR TRACK ANCHORS 11111///1 �. �u- r STATE OF�� ONAt 11 ``• • 8 s 8 2 0. 8 drawing no. 99-24 (sheet 2 of 5 ) POP RIVETS 2-3/4' X 5-1/2" X 2-7/8' X .10" GALV. STEEL TOP ROLLER BRACKET (DOUBLE) ON EACH SIDE FASTENED W/ (6) #14 X 5/8' S.M.S. .090 1HK. GALV. STEEL ADJUSTABLE SUDE FASTENED TO BRACKET W/ 5/16-18 X 3/4" HEX HEAD M. SCREWS & NUTS. TOP BRACKET (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR HORZONTAL REINFORCEMENT 1/2' X 1-3/4" X A58" FORMED STEEL GLUED TO PANEL AND FASTENED TO 2" X 5-1/2' X .104' VERTICAL STILES WITH GALV. STEEL TOP ROLLER BRACKET (2) 3/16" POP RIVETS (DOUBLE) ON EACH SIDE FASTENED W/ (4) #14 X 5/8' S.M.S. HORIZONTAL REINFORCEMENT FOR LOW HEADROOM DOOR OPTION 1/2' X 1-3/4' X .058' FORMED SI LEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16' POP RIVETS 5/16' MEETING RIB 1-13/16' DIA ROLLER W/ TEN 1/4" HARDENED STEEL BALL BEARINGS IN CASE HARDENED INNER & OUTER BRACES 7/16' DIA X 9-1/4' LONG HARDENED SHAFT OPTIONAL INSULATIONS: Fr 'DYPI AST PRODUCTS 110' 150-25 POLY-ISOCYANURATE DENSITY = 2.0 PCF N.OA /16-1108.04 OR Fr 'CFI IOFOMI NORTH AMFRICA' DENSITY = 1.03 PCF N.O.A. /15-1203.04 OR BY 'INSULFOAN lLC' DENSITY = 0.92 PCF N.OA 117-0221.06 11 GA GALV. STEEL ROLLER- HINGES FASTENEO W/ (6) #14 X 5/8" SMS MIN..024' ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED -ON POLYSIER PANTED TOP COAT APPUED TO BOTH SIDES OF STEEL 11 GA GALV. SO ELL BOTTOM BRACKET FASTENED W/ (4) #14 X 5/8" SMS BOTTOM SEAL OPTIONS SEE SHEET 4 SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES u i 1' HORIZ. TRACK SUPPORT. CENTER SUPPORT REQD. ON DOORS I I DICEEDING 8 FT. IN HE II I A A_-J HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12' 14 GA. GALV. STEEL TRACK 2' X 3-1/2' X 12 GA TRACK BRACKETS CONNECTED TO TRACK WITH TWO 1/4' BOLTS & NUTS. TRACK CONFIGURATION VERTICAL LIFT 2 X 2 X 1/8' HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2' APART FIRST AT 3' 0.C. 4EST AT 4" 0.C. HORIZ. ANGLE FASTENED CO . VOLE W/ 3/8-16 X 3 ' d� NLN AND TO FLAG BRACKET Cif. (2) 1/4-20 X 5413•(NUT VERTICAL TRACK 2-1/8' X 1' X .080' • •• • • •• •• 1: • • •SEITIO111•.A-A •• •• • • • • • PRODUCT RENDWED as complyirlb wltlIPPtheFFlorlda Building Coda• • • NOA-No. 18-0301.07 Expiration Da 03/1012023 h By Miaml-D-. • - Product Control 11RODU£ r REVE9110 as oaa'pI)4a{ sNh the Mori& Media`6eM Micept are No 17-0. ,O 6}IisWa Liate�;�j •4 • • • •• • •E• ••• HIGH .1Ff STANDARD LIFT LOW HEADROOM AVAILABLE TRACK OPTIONS SASA1A_7e1�111111ITr7j7i SS ATE OF OR101`.__'c�yi 0 O O a 0 U w • u a Ls 2 8 8 drawing no. 99-24 sheet 3 of 5 ) • •• • • • 1•••• .• • •• 1-1/2MIN. E DIST. W 2BY WOOD B /4" DIA. LAG SCREWS AT 6" FROM ENDS AND 9' O.C. MAX. OPTION "A' v OPTION 'B. /4' DIA. LAG SCREWS AT 6' FROM ENDS AND 9' 0.C. MAX. WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVED' SG=0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDRIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPUCATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2X6 SW WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 6' 0.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4' MIN. EMBED 7' 0.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED 2-1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 4" 0.C. INTO GROUT FILLED BLOCK WALL. WITH 1-1/2" MIN. EMBED 5' O.C. INTO 3000 PSI CONCRETE. WITH 1-3/4" MIN. EMBED 3' MIN. EDGE DISTANCE 3/8" CONFLEX BY 'ELCO' 0R 3/8" LDT BY 'TM' WITH SPACING OF 11" 0.C. INTO 3000 P51 CONCRETE, WITH 2-1/2' MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 7' 0.C. INTO 3000 PSI CONCRETE. WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR STSILM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD. DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (18.16' X 55 PSF)/2 - 499.4 Lbs per FL MAXIMUM INTERIOR(-) LOAD PER JAMB - (18.16' X 64 PSF)/2 - 581.1 Lbs per Ft. 5/16' X 1-5/8' LAG SCREWS AT 6" 0.C. ��NU04JS�GLT�CK TO WOOD BUCK 1/16" X 2-1/2 FILLET WELDS AT 12" 0.C. MAX. /e X 1" SELF DRIWNG SCREWS OR 3/16" 'RIVIX' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48' D.C. REINFORCEMENT 1/2' X 1-3/4" % 058' FORMED STEEL W'STWP ADAPTER ALUMINUM RUBBER WSTRIPPING O50��/r�-�\-� .2224 L�2f �i 2J .sx .700 T---I 1.750 I� STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16" DIA. BOLTS [WITH WASHER & NUT AT 12" O.C. MAX. BOTTOM SEAL OPTIONS REINFORCEMENT 1/2" X 1-3/4' X .058" FORMED STEEL • • • I•_ • • I S�E> DRLy1r6 •SCREWS • 3/16• 11VEX' 'TEEL RWET+S 11 T.1.4 •OME HEAD • • • • • • • • • • • • • W'STRIP tDtPtit • � STEEL • • • • RUBBER inTirril.G. • • • 40 348 1.790 • • • • • • • • •• • • ANCHOR SPACING ANCHORS 3/8' HLC SLEEVE 8Y 'HILLY 3/8' CONFLEX BY 'ELCO' 3/8" DYNABOLT 8Y TM' 3/8' POWER -BOLT BY 'POWERS' 3/8' SLEEVE -ALL BY 'SIMPSONS` STRUCTURE CONC. FILLED BLOCK CONC. CONC. CONC. EMBED 1-1/4' 2" 1-i/2' 2' 1-1/2" CONCRETE fc = 3000 PSI MIN. C-90 GROUT FILLED BLOCK fm - 2000 PSI MIN. 1-AT. 1/a'SILLL X 2-1ANGLE/2" X 14 GA CO 12 GA. GALV. STEEL FIAT BRACKETS *3" LONG AT 6' 0.C. IN DOOR OPNG. AT 18' 0.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE REYERSE TRACK ALTERNATE TRACK INSTALLATION PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-0301.07 Expiration B; 03/10/2023 By I/�p Mlaml Product Control PROOUC t REVISED Am °essayist fieldi.4111IC Vint/! Amateurs Ns l7-0-11'5.16 Esptr.•s111 nor ypn ,, 15 Wm? iNtY "4,. SPACING 6' 8• 6• 6' 6" EDGE DIST. 2-1/2" 3-3/4" 3-3/4" 2-1/2" 3" 2-1/8' X 1'X 1a GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4-20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT ITONTNUDIIS ANGLE TRACK TO CONCRETE AND FILLED BLOCK rn 41 • (7 (7 _J O 01 • • N n' b 2 8 0 C i 8 drawing no. 99-24 [sheet 4 of 5 ) DOOR PANEL /-24 GA. (.024) STEEL MIN. 7/16' DIA. WASHER II LC ill; b i111 K FW X I III / 1 IC!I! II i I1I #8 X 3/4" SMS 0 3/8' FROM ENDS AND 7' 0.C. MAX. (4) /8 X 3/4" SMS 0 1-3/8" FROM ENDS AND 6-1/2' 0.C. MAX. .175 X .062 DEEP GROOVE 1/4- PDLYCARBONATE LD(AN BY 'SABIC INNOVATIVE PLASTICS' N0A 115-0915.06 .175 X .062 DEEP GROOVE (4) 18 X 3/4" SMS 0 1-3/8' FROM ENDS AND 6-1/2" O.C. MAX. /8 X 3/4' SMS 0 3/8' FROM ENDS AND 7" 0.C. MAX. 7/16" DIA WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. 21 3/4' MAX. WDW. WIDTH 0 18 1/8' _ o MAX. 18 X 3/4' SMS 0 3/8' FROM ENDS AND 4-1/2' 0.C. MAX. DOOR PANEL 24 GA (.024) STEEL MIN. * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE PRODUCT RENEWED as complying with the Florida Building Cods N0A-No. 18-0301.07 Expiration " , 003/1 O/2O23 By Miami -Da • Product Control 1.765 .176- V-- * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION / III:II]III[IiIII t a INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW UTES CAN BE IN ANY LOCATION IN DOOR SECTION GLAZING BITE .175 X .062 DEEP GR00VE WINDOW WIDTH PROBUC F REVISED q 0twite+4Fbew b.Amptaaa No 17_1,19.10 C+Ptr010a41lt Md11.10,74 8 8 drawing no. 99-24 (sheet 5 of 5 • • • • • • •• • • • •