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WS-18-3211Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 10550 NE 2ND PL, Miami Shores, FL 33138 Contacts Issue D Parcel Number Permit Na: WS-10-18-3211 Permit Type: Windows/Shutters Wr3r fassiffcatfan: Window/Door Replacement Permit Status: Approved :10/2S/2018 Expiration: 04/17/2019 FANNY GOMEZ 10550 NE 2 PL, MIAMI SHORES, FL 33138 Owner Y & A BUILDERS INC YORDES IGLESIAS 10480 SW 160 AVE, MIAMI, FL 33196 Business: 7862087937 Other: 7862087937 Contractor Description: REPLACEMENT OF 22 WINDOWS & 3 DOORS 1 Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Scanning Fee Technology Fee Windows/Shutters Fee $50.00 $16.80 $5.25 $3.50 $5.60 $9.00 $8.75 $300.00 Total: $398.90 Valuation: $ 27,500.00 Total Sq Feet: 0.00 Inpection Requests: 05-762-4949 Payments Total Fees Credit Card Credit Card Amount Due: Date Paid 10/19/2018 10/25/2018 Amt Paid $398.90 $50.00 $348.90 $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, servant .r employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWI G 'OOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be don regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. nce with . - pplicable laws Authorized Signature: Owner / Applicant / Contractor / Agent October 25, 2018 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-002081-2018 Permit Number: WS-10-18-3211 Scheduled Inspection Date: December 04, 2018 Inspector: Naranjo, Ismael Owner: FANNY GOMEZ Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Window/Door Replacement Address: 10550 NE 2ND PL Project: Miami Shores, FL 33138 Contractor: Y & A BUILDERS INC YORDES IGLESIAS Phone Number: Parcel Number: 1122310130650 Phone Number: 7862087937 Building Department Comments REPLACEMENT OF 22 WINDOWS & 3 DOORS Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 03 2018 For Inspections please call: 305-762-4949 Page 1 of 41 46 :6\11);\\ BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 F IBC 20 f"1 (-ot"' Master Permit No. -32-11 Sub Permit No. jBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL . ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS 10S5"0 E 2..'1J 171_ , }/1 1A1✓11 S14(9I2- , City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 - 22. 3I - 0I 3 • 0550 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): .4.1.1 n1y G-roi-1 E2- Phone#: - 4.0$ .1941 l(o Address: ' 10550 t I E 2p).1 ►�L City: -1 1 L1.Ni 1 S N 01ZES State: Zip: 33 1 3 $ Tenant/Lessee Name: Phone#: @ 44-orr-44.11._ . c-oM Email: c - .rLL-OS CONTRACTOR: Company Name: y £ A emu' dal ✓S , I Phone#: 79<o-200-70137 Address: 104 80 GlAi 1(00 A Va.-- City: M1 IA M) State: F-L Zip: 331 q (v Qualifier Name: Y 02-176 , =G.I..E6lA4 Phone#: 7 , 2450$ 76137 State Certification or Registration #: C.CaG I S24371 Certificate of Competency #: - DESIGNER: Architect/Engineer: AL - FA. 2000. Phone#: Address: GI3601 SVA50-01' i7r. City: M IAMI State: FL Zip: 33173 Value of Work for this Permit: $ 27, SO • 00 Square/Linear Footage of Work: keel- SF Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: "e 1✓ 1'L4GE ►A 22 W 1►v D O W s 8 3 D OO RS Specify color of color thru tile: Submittal Fee $ ( Permit Fee $ -3L0 ' CCF $ CO/CC $ Scanning Fee $ Radon Fee $ — DBPR $ ,'� Z...=.J Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE$ `4F3 • 9-b (Revised02/24/2014) • 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 WNER or AGEN The foregoing instrument waswacknowledged before me this f C) day of 0G-�o , 20 Io , by NNE %O►•ltEZ , who is personally known to or who has produced as i• - - tifi ion and who did take an oath. N • • RY BLIC: ,I a�I Sign: AiNik.emir Pri Seal: (00 vl ..d� Notary Public State of Florida Ernesto Sanchez My Commission GG 208479 Expires 04/18/2022 Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of OpR:5712—. , 20 le , by YOetiES, Dol ,I A&. , who is personally known to me owho has produced as i• - ,ti ,.tion and who did take an oath. NO • UBLIC: Sign: 1�� Seal: °W►w, Notary Public State of Florida Ernesto Sanchez My Commission GG 208479 'dr Expires 04/18/2022 ************************************************************************************************************ APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk �: RICK SCOTT,GOVERNOR , , , Y f y , - • •,. --M, —,..‘ I • •b.. Imo` µ a J h_ jx i s r :- STATE OFeFLORIDA i • DEPARTMENTOEBUSINE h - ° • .. -` A. r ';". -*0 • CONSTRUC • -`4 D.U. • 4 THE'GENE ° L's c,G ° a� ,,O R PROVI 1 e 0 �R . ,i, N OFESSIONALREGULATION- . a 4* STEM'CEP 4$9 ~JONATHA e S `� RtA',,�4 , , N `. ZACHEM,{SECRETARY • 4. \•: , ., f NG 'BOARD � UNDER THE ; UTES . •.` t ^" i f• iis-`A,4 •• * - r t7 • 4 .4b. • .. / ♦ 3i ��.. • �i��Iy�'i _ter• •'. , . r / 1 it Y A. 0 '1II: .i,,AFL3 1 byf, ;� - ♦"L' } •4 ' is .� 1 • . � f ' :+• s a - ♦ y. _ r. s '4 - ♦ >- a7014 1 �/ I •. s + r M • >r f :LI S ' MB'ERif" I 2°i 371- ° ., EX PIRA O U `T3 202 i y . r •of eF. ., , ,® r i V. k �; _ ;Alwaysw ri y,Iicense s online at'My slori aLicense.com t -� ,. ... {. ° ... i - .;.. Yip.. -e �. .y _,. a 1 4 . •}4. �. '� 1 • 4'' �. f ,{Y., r -. 4 3 J , - '£ wY " r ¢,. c 4!, 4 t._. .{'i'y. `• �E• 5•1�, , Do,not_alter;this document in;any"for`m: f {a_ ° - -. y • ; ° Y s f" !f 1 ''' �- i .�. X ' '. T 1 ♦. ti` * ° ._.*. i ,T ,f^+ f ,,'i _, ,— -... 4 s! «. .r ..,,...f•fi 4 .. s -4-1— } m•��• T 'o•: -�- This is your Iicense:•It is un-lawful•for anyone other than the°I'icenseerto use_this•document. y *. �.. ... p,.... '1 •*a. .� _k ' ♦ t re R `. w ro� -� ♦R'�.F , a. x.. l..f ` Y.* �, i p ., -. #" t .•.q. �' $ a>r. • �� ! CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 10/15/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). , PRODUCER A&D ALL —LINES INS ASSOC INC 5600 SW 135 Ave Ste 106 Miami, FL 33183 CONTACT PHONE (305) 463-6781 I FAX 387-2918 (A/C No F,m. (A/C No):(305) E-MAIL ADDRESS: samador@bellsouth.net INSURER(S) AFFORDING COVERAGE NAIC# INSURER A: CRUM &: FORSTER SPECIALTY INSURED Y & A BUILDERS INC. 10480 S.W 160 AVE MIAMI, FL 33196 786-208-7937 INSURER B: INSURERC: , INSURERD: INSURER E' INSURER F : , COVERAGES REVISION NUMBER• THIS IS TO CERTIFY THAT 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 WITH 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD bUBR WVD , POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY BAK-24903-2 3/17/183/17/19 EACH OCCURRENCE $ 1,000,000 1 CLAIMS -MADE x OCCUR PREMISES (Ea occurrence) $ 100,000 MED EXP (Anyone person) $ 5,000 PERSONAL &ADV INJURY $ 1, 000, 000 GEN'L R AGGREGATE POLICY OTHER: LIMIT APPLIES PER: - JECT LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OPAGG $ 2,000,000 $ AUTOMOBILE _ — LIABILITY ANYAUTO ALL OWN ED AUTOS HIRED AUTOS ' — _ SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident)$ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED uRETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY /NER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A r I STATUTE I 1 TH E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE- POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) GENERAL CONTRACTOR LICENSE: CGC 1524371 ERTIFI Miami Shores Village NE 2nd Ave Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 Miami 1 AUTHORIZED REPRESENTATI ACORD 25 (2014/01) © 1988-2014 ACORD CORP( The ACORD name and logo are registered marks of ACORD TION. All rights reserved. OWNER t 1 t SEC. TYPE OF BUSINESS } PAYMENT RECENfiO 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR -C/0 YORDES IGLESIAS PRES r ` CGC1524371 1 ',,F $75.00 07/04/20181 I I 1_ �' ° This Local Business Tax Receipt only coMirms payment of the'Local Business Tax. The Receipt is not a llceese'----, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. , , y —The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-278. `t. For more information, visit www.miamidade.gpv/taxcoilactor 1 ` 009774 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY _. 7209603 BUSINESS NAME/LOCATION Y & A BUILDERS INC 10480 SW 160TH AVE MIAMI FL 33196 RECEIPT NO. RENEWAL 7492990 EXPIRES SEPTEMBER 30, 2019 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 Y,&A BUILDERS INC I Worker(s) 1 1 1., CREDITCARD-18-049114 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: 8/10/2018 PERSON: YORDES IGLESIAS FEIN: 811215023 BUSINESS NAME AND ADDRESS: Y & A BUILDERS, INC. 10480 SW 160 AVENUE MIAMI, FL 33196 SCOPE OF BUSINESS OR TRADE: Licensed General Contractor EXPIRATION DATE: 8/9/2020 EMAIL: YORDES@YABUILDERS.COM 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 Miami Shores Viiiage 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). ..J-,2,,, Nam e me • IVIiami 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: 404-14,1.?/ Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this 13 day of DdO13 . , 20 lei . Visa-koy GotAzz, 10\ 40 ar 04/19/ e-laW7C610 8.pNc-4Ez who is personally known to me or has produced as identification. Noy. Notary State Public ofFlorida Ernesto Sanchez J.,, My Commission GG 208479 Expires 2022 Y & A BUILDERS INC Date: State of ' .1.021 D County of ►11 t.41-AI ► - Before me this day personally appeared Yoe—PGs i�UEste,S who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: is 550 ►.] E 2ind 1'L , t✓1 vA►A t Si-to�s or Signature Sworn to (or affirmed) and subscribed before me this Z3 day of Oc-4-0eY2, .20 IS\ c by Y Oa.DES T &L 6jAs 0 Personally know Or Produced Identification Identification Produced 1)124\3 22 CA CielJeZ Notary Public State of Florida Emesto Sanchez a My Commission GG 208479 mod• Expires 04/18/2022 Print, Type or Stamp Name of Notary GARAGE r HORIZONTAL ROLLER MFG: MR. GLASS Series: MG-300 (XO) SIZE: 37" x 26" FL# 20359.1 HORIZONTAL ROLLER MFG: MR. GLASS Series: MG-300 (XO) SIZE: 53" x 26" FL# 20359.1 BATH HORIZONTAL ROLLER MFG: MR. GLASS Series: MG-300 (XO) SIZE: 37" x 50.5" FL# 20359.1 HORIZONTAL ROLLER MFG: MR. GLASS Series: MG-300 (XO) SIZE: 74" x 50.5" FL# 20359.1 EGREES WINDOW BEDROOM (16 1A�^ f 17 FRENCH DOOR MFG: MR. GLASS Series: MG-3000 SIZE: 37" x 77 FL# 20359.1 HORIZONTAL ROLLER MFG: MR. GLASS Series: MG-300 (XO) SIZE: 37" x 50.5" FL# 20359.1 HORIZONTAL ROLLER MFG: MR. GLASS Series: MG-300 (XO) SIZE: 37" x 26" FL# 20359.1 BEDROOM HORIZONTAL ROLLER MFG: MR. GLASS Series: MG-300 (XO) SIZE: 53" x 50.5" FL# 20359.1 FIXED WINDOW MFG: MR. GLASS Series: MG-400 SIZE: 19" x 38.25" FL# 26351.1 BEDROOM HORIZONTAL ROLLER MFG: MR. GLASS Series: MG-300 (XOX) SIZE: 111" x 63" FL# 20359.1 FRENCH DOOR MFG: MR. GLASS Series: MG-3000 SIZE: 34" x 80 FL# 20359.1 HORIZONTAL ROLLER MFG: MR. GLASS Series: MG-300 (XO) SIZE: 74" x 50.5" FL# 20359.1 BATH • BATH HORIZONTAL ROLLER MFG: MR. GLASS Series: MG-300 (XO) SIZE: 74" x 50.5" FL# 20359.1 EGREES WINDOW FIXED WINDOW MFG: MR. GLASS Series: MG-400 SIZE: 37" x 38.25" FL# 26351.1 0 KITCHEN FIXED WINDOW MFG: MR. GLASS Series: MG-400 SIZE: 37" x 38.25" FL# 26351.1 TJZ FRENCH DOOR MFG: MR. GLASS Series: MG-3000 SIZE: 38" x 80 FL# 20359.1 T : > j8-3211 Mtarni Shores Village APPROVED BY D( IH 77NING DEP T I& A 17! ^(7. DEPT ILDERS !EC' TO COMPLIANCE Wi r H ALL FIDE . ' ES r"Jf RE ULAT • • • • • •• • HORIZONTAL ROLLER MFG: A • FL# 2035%1.it • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • O i HORIZONTAL ROLLER MFG: MR. GLASS Series: MG-300 (XO) SIZE: 74" x 50.5" FL# 20359.1 HORIZONTAL ROLLER MFG: MR. GLASS Series: MG-300 (XO) SIZE: 74" x 38.25" FL# 20359.1 HORIZONTAL ROLLER MFG: MR. GLASS Series: MG-300 (XO) SIZE: 53" x 50.5" FL# 20359.1 • •• • • • • • • • • • • •• • • • •. • ,.AL JS WINDOWS & DOORS •• • m M • ••.II • • LL • ee lL •0••r= •� 4 • Z • • Z a N (00 W Z Z O LO t/1 to Pro. Fanny Gomez d..n By. Yordes Iglesias D.I.: 10-10-2018 FLOOR PLAN Sheet A-1 11111111111111111111111,1100. 1111MOMMINIM •11gp0e// Y & A BUILDERS CERTIFIED GENERAL CONTRACTORS Project: Fanny Gomez Address: 10550 NE 2nd PL Miami Shores, FL 33138 WINDOWS & DOORS CHART 10/18/2018 OPENING SIZE OPPENING DESIGN PREASURE PRODUCT DESIGN LOADS MARK WIDTH HEIGHT ZONE POS NEG POS NEG APPROVAL EGRESS 1 74 50.5 4 40.1 43.5 80 80 20359.1 YES - 2 37 3.8.25 4 40.1,, 43.5 65 65- 26-351.1 • 3 74 50.5 4 40.1 43.5 80 80 20359.1 4 37 50.5 • 4 40.1 43 5" 65 65,. 26351.1 5 38 80 5 40.1 53.6 80 80 26942.1 6 74 50µ5 4, " 40.1 43.5 80 80 20359.1 7 _ 53 50.5 4 40.1 43.5 80 80 20359.1 8 53 50.5 4 40.1 43.5 80 80 20359.1 9 74 38.25 4 40.1 43.5 80 80 26942.1 10 74 50.5 4 40.1 43.5 80 80 20359.1 11 74 50.5 4 40-.1 43.5 80 80 20359.1 12 74 50.5 .: 4. 40.1 43.5 80 80 20359.1 13 53 26 4 40.1 43.5 80 80 26942:1 14 37 26 4 40.1 43.5 _~' 80 80 20359.1 _ 15 37 77 4 40.1 43.5 80 80 20359.1 16 53 _ 50.5 .. 4 40.1 43.5 - 80 80 20359.1 ` YES 17 53 50.5 4 40.1 43.5 80 80 20359.1 18 111, 63 4 .40.1 43:5 80 80 201 359. 19 34 80 4 40.1 43.5 80 80 20359.1 50.5 4 . 40.1 43:5 80 , 80 20359.1 21 . 19 ,- 38.25 4 40.1 43.5 ' �43.5 - 65 - 65 26351.1 22 37 26 4 40.1 80 80 . 20359:1 23 37 50.5 4 40.1 43.5 80 80 20359.1 YES 24 74 50.5 4 40.1 43.5 ' 80 80 20359.1 - 25 37 50.5 4 40.1 43.5 80 80 20359.1 .. ... . . . • • .. . • • .. ... .. • • • .. • ••• .. ... • ••• .. • • • • • • • .. • • • •• • • • • • • • • • • ..• • ..• • .. • • ••• • .... • • • • • • • • ••• • • .. .. • . ••• • • • • • • • • • .. • .. • AL -FA ROOQ CORPORATION SITE SPECIFIC WINDLOAD CERTIFICATE 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: 92292-6499 Date Requested: 10/12/2018 1:17:39 PM Client: Yordes Iglesias Y & A Builders, Inc 10480 SW 160 AVE Miami, FL 33196 Mailing Address: Alberto Iglesias Y & A Builders, Inc 13331 sw 132 ave # 1 Miami , FL 33186 Project Address: 10550 NE 2nd Ave Miami Shores FL 33138 Job Name: Carlos Mosquera (10550) Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category C 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) 0.85 Velocity Pressure Coefficient (Kz) 0.85 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 56.6 psf Velocity Pressure (Qz) 56.6 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Gcpi +/- .18 .. • Notes: 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 +40.1 -43.5 Zone 5 +40.1 -53.6 ZONE 4d ZONE 5C3 d.10% OF LEAST HORIZONTAL DIMENSION HEIGHT'H' FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT ... . . . . . .. • . . • • • .. • ... •• • • .. Based on data provided by the client. Ultimate wind speed ... .. ... . ..• used to determine velocity pressure. Ultimate lodds� : :. • •• : • •: converted to design loads as per 1609.1.5 of the FBC.13}c :. • : : :. • • • •. • 0.6 multiplication factor. ' © 2018 , Copyright AI-Farooq Corporation ... • • • • ... • • • . . . • • • • • • . ▪ . . • • • . . • . •• .. • • •• • ••. ... • • .••• • • Valid Only with Engineer's Seal CAN (EB) #3538 L° SCIS Home. I Login I User Registration Hot Topics .I Submit Surcharge. I! Stets & Facts i Publications 1 ,Contact Us Product Approval USER: Public User • Pr i i3 n v& Menu > product or AOWicaben search > Aoolicatmn L I > Applleation`Datail MaP:^ 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 orArchitect 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 • • • • • ` FL20359-R2 Revision 2017, Approved Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305) 470-8284 uiises@mrglasswindows.com Ulises Senaris uliseselmrglasswindows.com Windows Horizontal Slider Evaluation Report from a Florida'Registered Architect or a Ucensed Florida Professional. Engineer Evaluation' Report - Hardcopy Received Javad Ahmad PE-70592 Keystone Certifications, Inc. 08/27/2025 Ammad Riaz, P.E. Validation Checklist - Hardcopy Received FL203541`-R2'C0I SS-Senes`MG-300 Alum HoriZontar Slidino Window f LMI-SMI1'-CI 2017.pdf Standard TAS 201 TAS 202 • • 1146Q0! • • • • • • • • • • • •• • • •• • • • •• • • • •• • •' • •• • • • • • • • • • • • • to • • • • • •• • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • • • • • • • • ♦ • • • • • • • • • • • • • • • •• •• • a • • • • • • • • • • • • • • • • •• •• • • • • • You 1994 1994 1994 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary. of Products 01%15/2018 01/16/2018 01/21/2018 04/10/2018 FL # ,, Model, Number or Name.-., Description 20359.1 j ., Series MG-300 Aluminum Horizontal Sliding_ Window;'"'_'- .., - Large missile impact resistant aluminum horizontal sliding\ .. '- window. .:._. "� W '__ Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressures+90/ 140 Other: See attached drawing W16-26 for span n vs. load'. combination and installation details. Installation Instructions ',FL20359 -R2 11 SS -Series MG-300 Alum Horizontal Sliding, Window (LMI)-2017 DWG W16-26.pdf' Verified By: Javad Ahmad PE '# 70592 Created by Independent Third Party: Yes Evaluation Reports, • _ r , ,-,, ' FL20359 R2 AE SS -Series MG-300 Alum' Horizontal Sliding ` Window (LMII'-PAE'2017.odf Created by Independent Third Party: Yes, 20359.2 Series MG-300 Aluminum Horizontal ' Sliding Window Small missileimpact 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 . ,F120359 B2-MSS-Spew MG-300 Alum Hnrbnntal Sliding' Window(SMI)-2017 DWG W16-28.pd1 Verified By: Javad Ahmed:PE # 70592 Created by Independent Third Party: Yes Evaluation Reports • . ; - , ,. •FL20359Al2'AE-SS-Series MG-300'Alum Horizontal Sliding Window(SMII-PAE`2017.odf _Createdby Independent Third Party: Yes... rnnrert llq :: 21501 Blair Stone Road. Tanahassee Fi ' 37I94 Phone: 850487.182e The State of Aoridals an YWEEO era - ni pbyer. Codvrieht 20074013 State of Florida ::'Pfi'an' Statement : : 'Accessibility 'Statement Refund StatenxrK '� Under Florida law' email addresses are public`retbrdi. If you 'do -not want your e-mail address released in response to a public -records request, do not send electronic malI 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 theyhave one. The emails: provided may be used for offidalcommunketion 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 Pere .. 'Product AN�pproval Accepts: F-01 Rig _Credit'bara Safe _ .w. �r�_urite.t)t �Iti •• ... • . . . . .. • • • • • • • • • .• •.• •• • . • •• • •.• •• .•• • • • • • • • e • • • • • . • .. . . • • • . • • • . • • • • • • •• • • •• • . •• • • • • • • • • • • • • . ••. • • • • . . . • • • • • . ••. • • • • . • • . • • . • • • •. •. . • • .• •. ..• • . • .•• • • AL-FAROOQ CORPORATION CONSULTING .ENGINEERS & .PRODUCT DEVELOPMENT January 12, 2018 ,Product Approval Administrator , Building Codes & Standards Section Department of Business &.Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100: Ref: Mr. Glass. Doors &Windows, Inc. Series MG-300.Aluminum Horizontal Sliding Window (L.M.I. and S.M.L) Certificate of Independence DearSirs, As the design engineer retained by Mr. Glass Doors & Windows, Inc.. on, the product referenced above, I do hereby declare that I ,do not have and will not have`any financial interest in any company manufacturing or distributing' the above referenced product, nor do I have or will have " any financial interest with any other entity', involved in the approval process of the product. Sincerely, iiiiiiiii No 70592 ",„ 59• 0.. STff�OF''*1. cS Op1O��`�� Seated:1/12/2018 i,,4s'ON ;1 p,�•• Javad Ahmed, P.E. .. .... .thief Engineer •......•• . .. ... .. . .... ... •• ••. • • .•. • . .. •. • .. .. • . • •• • • • . .• •• .. .• •. ••.•. •.• • • . 9360 Sunset Drive, Suite 2201 Miami, FL 33174 l T: 305.264.8100 1 F: 305..62 6978www.tfcenicom 1'.iffai•ooil@ifceng.com • . . • . • . • . . ... • . • • . • . • . . . • .. .. . . .. •. ... . . . . . . • t AL-FAR000 CORPORATION' CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT; APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 20359 Date: 01/08/2018 Detailed Product Description:. Manufacturer MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T"_STREET.-MEDLEY. FL 33166 Model Name: SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW Maximum Width: 126"(XOX) 96"(XO) Maximum Frame Height: .74" Maximum Load:+90 PSF, -140 PSF (Large Missile Impact) Installation 'Drawings# W16-26. _ This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. i The above maximum parameters do not occur simultaneously. !____ See _installation drawings for combination of span vs Toads. Comparative analysis used X Yes No. Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) _ PEST , —DESCRIPTION __ _....,._..._ TEST LOCATION _... . ,. �._._, TEST REPORT _ ._ DATE _. TEST F EPORT Test •Sealed by ASTM E283 Air Infiltration " Leakage "Fenestration Testing Laboratory, Inc. 03/29/2016 FTL-8856 ldalmis Ortega; P.E. ASTM E331 OR ASTM 547 & TAS 202 Water Penetration, Fenestration Testing Laboratory, Inc. 03/29/2016 FTL-8856` ldalmis Ortega, P.E. ASTM E330 & TAS 202 Uniform Static Air Press.. Fenestration Testing Laboratory, Inc. 03/29/2016 FTL-8856 ldalmis Ortega, P.E. ASTM F 588 Forced Entry ' Fenestration Testing Laboratory, Inc. 03/29/2016 FTL-8856 !claim's Ortega, P.E. Supplemental Tests(Tested in accordance with TAS-201:and TAS-203) TEST'S - D itiftiTaN _ _. _ .,,......., T LOCATION` NEST REPORT ., r _ DATE_ _ TEST , REPORT #. Test _Sealed by—__ FBC 1626:2 " (TAS 201 & 203) "Large Missile Impact .& Cyclic Fenestration Testing! Laboratory, 03/29/2016 ' ,FTL-8856 ldalmis Ortega,' P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements arthe•2iZ1XFPor'Ida.BSilding Code. .. • • •• •-• • • • •• Evaluation Report Engineer: Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 - • • • : ru.�S, „•y1„ •• • • • .`> }"E.....0 •-`,, • No 7059E •••• • • �9 aT 4'w?•••• • • • i�9�.t OF • • e : • 'ia 0p% 12 • • • , : . : . 4• • •• +,,-: • • i47 • • • 9360 Sunset Drive, Ste 220 I Miami, FL 33173 i T: 305.264.8100 i F: 305..2g2.g978 i•.wyvy(.a Qg.Fom- ! alfarooaCcaafcene.com • • • _. • • • - • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • (2) ADDL. SEE CHART ON SHEET 4 6' MAX. HEAD/SILL CORNERS 74', WINDOW WIDTH 4 ANCHORS TAP. .- , ATM STILE ENDS / AT 4' 0.C. 0 0 _ .-.:+ il r iv � II d J II- , 11 11 11 Il U N II 'I II ll II 111 ,HI U U II P 32 3/6' 32 3/6" .. 37 3/18" "PO WIDTH` '69-3/4- FALSE imams(S ACE OI) WY BE USED 6'.MAX. '"� O/S I CORNERS WINDOW WIDTH (4) ANCHORS Al` INC STILE ENDS - AT4'.0.C." 1 I I> J G '11 iI 1 96' 6' MAX OIWI SAL CORNERS WINDOW WIDTH (2) ADDL. ANCHORS SEE CHART. ON SHEET 4 ANCHORS __`_.111' MTO. SITE ENDS AT 4'- 0.C. r 1\' FALSE UMW (SURFACE APPLIED) WAY BE'USED _. 0 TYPICAL ELEVATION$ TESTED UNITS — SERIES MG-30Q Jl 32 3/8' D_L OPG. 37 3/16' VENT WIDTH 48 I/6' D. L OPG. Li I 43 3/8- - D.L CPO. 48 3/18' VENT WIDTH ALUMINUM HORIZONTAL SLIDING ,WINDOW DESIGN LOAD RATINGS FOR THESE, WINDOWS TO 8E AS PER CHARTS SHOWN ON SHEETS 4 & 5. 7 i 1 i 1 43 3/8" D. L. 0P0. • • • • • •• • • • • • • • • • • • • • • •• •• • • • ,• • • •• • • ••••M • • • • 4 • • • • 4 • • • • • • I • • •• • • • • • • • • •• • •I •• • • •• THESE WINDOWS ARE RATED FOR LARGE & SUAU. MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLES TO SINGLE UNITS OR.SIDE -BY SIDE COMBINATIONS OF H.R./H.R..OR-HOR12. ROLLING WITH 'OTHER WINDOW TYPES IN MODULES OF.1W0.OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL - WILL APPLY TO ENTIRE SYSTEM. TPIS PRODUCT HMS BEEN DESIGNED AND TESTED TO COMPLY YRTH THE REQUIREMENTS or THE 2017. (61H EDITION) FLORIDA BUILDING CODE' INCLUDING HIGH moony NURWCM€ ZONE OMQ).. 1BY OR 2BY WOOD BUCKS & OUCH ' FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER, APPLIED PRODUCT LOADS TO THE BUILDING SIRUCTURL +-. • . ANcMoRS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON CETM.S AND NSTALtED PER wars INSTRUCTIONS.. SPECIFIED EMBEDMENT 10 BASE MATERIAL SHALL BE: BEYOND WALL DRESSING OR STUCCO.. A LOAD DURATION INCREASE IS USED N DESIGN OFANCHORS INTO W000 :ONLY. All SHIMS TO.25 HOH IMPACT. NON-METALLIC MD NUN-CONPRESSBLE. ARTERIALS NCLU0PIG BUT NOT LIMITED TO STEEL/METAL SCREWS;T1M7 COME N10 CONTACT WITH OTHER DSSD LM MAIF)6ALS SHALL MEET. THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. 000E &ADOPTED STANDARDS. THIS PRODUCT APPROVAL -IS GENERIC AND ODES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC. PROJECT. L• LIE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RD:EINIO THIS PRODUCT AND :SEAUNG'AROUND OPENING FOR WATER INFLTRATION RESISTANCE ETC... .. CONCRIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL. . MANUFACTURER'S LABEL SWILL BE. LOCATED ON A READILY RISIBLE LOCATION. N ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE LABELING TO COMPLY ATM SECTION1709.9.2 A- COMRICTCR E T0 BE RESPONSIBLE FOR TE MUSEUM. PLTICINSE APO INSTALLATION OF THIS PRODUCT, BA1E2 ON IRS. PRB0IICT EVALUATION 1110A1DLD NE/312 DOES -Nor OLVIATE FROM. THE CONOMONS OCTA(EO ON TM DOWIIOR. B- THIS PRODUCT flALUKO N DOC111ENT 911 E C016b[�0' MONO M C- •lE 0PEC5M PROEM SHALL E PREPARED DY A RCNDA REGISTERED ' 610NIHI OR AROMTEC.R1401 ANL BECOME 714 ENONE01 Of KAM.(LOA.) FOR M PROJECT Al® WHO MALL DE RESPON5WU FOR 11E PROPER USE OF ME P.E.D. MOWER OF RECORD. ACING AS A OE■ECATED ENGINEER TO M PED. ENON(YR SHALL WSW TO TES IA1RUt THE SDI SPEC•IO 0110411404 FOR RENEW. _... F.IHIS P.EO. SINE 2O4t M. DATE MO 0R10EDL RA. AND 9GINTIAE or THE PRMISSI01PIL MENEDM Or. RECORD MO PREPARED R. "' Z • • • 9 S •• •• • .•• • •• FL #20359 lit 41Aggli: Sealed: V12I2018 Idraring no. W16-26 • ••• • ••• • ••• • 8' MAX_ _.�. CORNERS OA 6 -__ W6mDW WM ) ANCHORS AT NMSTILE �AT 4' O.C. % ENDSMEAD/S&L. -- FALSE (SUM sum 8 . ✓ 1— !I_ io R .- �1 Yi — J '� ..xc f=24===— it .(-i ! = _1r===,=_ n I/ 1 u u 1 - 32 3/8' �. 32 3/r ; 1; 32 3/8' 1 !_ FFF+++ D.L DPO. D.L OPG. .37^3/16.. o D.L OPO. :37_3/18' _ 6' MAX. HEAD/61LL CORNERS 127 •6/8' MNlNINS APPtXDUSED , /-'' (4) A ES ENDS AT:4'-0.C. m — - __ : 1 1 iel I I II 11 II 11 I II 11 II n 11 n u _.J___JL—_ i II 11 II II n 11 11 11 lz. ,) . ,,, II _.... -I 32 3/8' D.L 37 3/I6' VENT: WIDTH 48 1/8 D,L.,OPO. TYf11CAELEVATIONS. TESTED UNITS FL #20359 • • • • • •• • . • • • a • • • • • • • • •• •• • • • • • • • • • • • • • • • • ^ . • ••• J • 1 • • • , • • • • • • • s • • • •• • •• • • i, •• drawing no. W16-26 0111 t ` (sheet'2 or19) Sealed: 1P12/2018 k 1/6" HEAT STREN'O. GLASS .090" Interloyer Traiol PVII Bi '(nay Am..leo. Inc.' 1/6" HEAT STREWO. GLASS SILICONE DOW 705 AT 1/4 POINTS ON UTES WIDER DIAN 36" ONLY GLASS TYPE 'A' S/16' cACYPll. LAM. GLASS 1/8' TEMP. GLASS 1/4" AIR SPACE 1/8'HEAT STREW!). GLASS T �fo4 POI 1/8' HEAT.SIREN'D: GLASS' MUCONE AT 1/4 POINTS ALL SIZES ._ GLASS TYPE 'Al' -• 11/16" OVERALL IISUL. RAM. GLASS- -- 3/16' HEAT STREN'D. GLASS .000" Int.i oy.r Tro,Rei PVB - By 'Runway Am.rdeo. Nnc' 3/16" HEAT STREW!). GRASS AT- 1/4 POINTS ON UTES 1110ER THAN 36" ONLY Ej GLASS TYPE 'B' L 7/16" OVERALL UILH. SASE 1/8" TEMP. GLASS. 1/4" AIR SPACE 3/16" HEAT STREWD. CUSS L 00" Int•doy.r Trorfol P1/8 By 'may Arnarlco, . 3/16" HEAT STREN'D. GLASS SLICONE 00 AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' 7/8''°VERNE WAR. LAM. GLASS GLAZING OPTIONS j/4' AIR SPACE CONSISTING OF. 'DURASEAL' EDGE SEAL SYSTEM 6Y 'DUANE(' 3/16" HEAT STREN'D. GLASS A90' NbHoyer SentryGlas By:'Kuroray Amerteo. Inc.' 3/16" HEAT STREW!). GLASS SIUCONE DOW 7115 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE 'C' 7/16' OVERNL RAN. GLASS 1/6"-TEMP. GLASS t/4" Nit SPACE 3/16' HEAT SLREN'D. GASS Smr By 'Runway Arnedee. 3/16" HEAT sputa. Cuss - SILICONE DOW 795 AT 1/4 POINTS ALL.. STIES GLASS TYPE 'Cl' 7/6' OVERALL, INSUL LAM. GLASS. • •••• • • • • ••• ••• .•• • •.• • • • • • • • • •••a • • •• •• • • • • • • • • • • • • • • • • • • • • • . • ? • • • •• • •• • • •• Sealed: 1/12/2018 ire"' —1 •i y Growing . ,n: W16-26 (sheet'3 -ot 10) . • • I •• • •• • • • • • • • • • • • • ' DESIGN LOAD CAPACITY - PSF ,(X0 OR OX SIZES) FRAM3 DIMS. CLASS TYPES 11 CUSS TYPES '9'- 9 00111 26-1/2" 5.37' //9'j .. ro. -74" ro. MIGHT c_2 80.0 80.0 80A 60.0 80.0 80.0 wr.{-) 80.0 80.0 80.0 80.0 60A EEL(+) 80.0 80.0 '80.0 80.0 80.0 80.0 60.0. 80.0 60.0 80.0 80.0 80.0 GLASS TYP3B 9 'CI' . 00.0 90.0 90.0 90.0 90.0 90.0 140.0 140.0 140.0 140.0 140.0 140.0 80.0 80.0 90.0 .140A' 28-1/2' 53-1/8' 63' k G74) , 84, 38-3/8' 80.0 80.0 80.0 80A 80.0 50.0 80.0 80.0 .90.0 140.0 140A 80.0 80.0 80.0 100.0 80.0 900 140.0 80A 60.0 80.0 90A .140A 60.0 80.0 60.0 80.0 .. 60.0 60A 60.0 180.0 190,0 140.0 "140.0 140.0 26-1/2'. (137. 5311/r C74.) 154' 96' 80 8/8'' 80.0 80.0 180.0 50.0 190.0 1400 80.0 80.0 80.0 00.0 (00A 140.0 80.0 80.0 80A- 80.0 80.0 80.0 60.0 `80.0 (10.0 00.0 • 80.0 90.0 140A 140.0 140.0 80A .00.0 00.0 90.0 138.7 80.0 80.0 ,00.0 121.4 26-1/2' 37" 53-1/8': 63" 74" 54. 98' 1 83' 80.0 80A 80A 80.0 60.0 60.0 80.0 60.0 80.0 80.0 80.0 20.0' 90.0 90A '140.0 14001 140.0 • 50.0 80.0 80A ' 80.0 '80.0 80.0- 80.0, 80.0 80.0 00.0 00.0 80.0 90.0 90.0 90.0 .90A 140.0 111.5 97.5 26 -1/2; .# 37. • 63' ' 74 74' 80.0 :00.0 80.0 80.0 80.0 800 80.0. 80.0- 80.0 80.0 64' 98' 74' } 84 : 98' 50-5/8', 63' '90A 140.0 '90.0 90.0 /90A 90.0' 140.0 140.0. 132.7 125.0 1g DESIGN'- LOAD CAPACITY - PSF (XOOR 0X SIZES) _. FRAME DIMS. WIDTH 24' 38' '40' so- 72- Or 24' CLA93 7TPEB. 'A' k: '11' • 80.0 '80.0 80.0 80A 80.0 50.0 C1146 TYPES 8' A '81 80.0 80A 80.0 • 80.0 ODA CUSS TYPES k'C1. 90A 90.0 90A 140.0 140.0 140.0 90.0 80.0 80.0 80.0 90.0 140,0 80.0 DOA 80.0 80A 90.0 140.0 80.0 80.0 80.0 500 00.0 140.0 80.0 02.0 90.0 . 140.0 24' 3.. 48' 60' 72" 84' 96' 38•' 80A 80.0 80.0 80.0 90.0 140.0 00.0 60.0 00.0 80.0 90.0 140.0 80.0 1 00.0 00.0 80A 90A 140.0 80.0 80.0 80.0 80.0 80A 00.0 00.0 80.0 80.0 80.0 10.0 80A •90.0 DOA 90.0 140.0 1400 140.0 80.0a 80.0 140.0 24' 36' 48' 60' 72' 64' 96' 48- 60.0 '60.0t 80.0 80.0 80.0 90.0. 90A 140.0 140.0 80.0 80At 80.0 80A 90.0 140.0 80.0 80.0 80A' 90.0 140.0 00.0 80.0 60.0 80A 90.0 140.0 80.0 80.0 50.0 6o.0 180.0 DOA 90.0 140A 128.0 24' 36' 45.. 60" 72' 84' 06' 00' 800- 80A 80A• BOA 900 140A. 80.0 80.0 eo.o 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90A 140.0 80.0 80.0 80.0 80A "80A• 50,0' 80A 00.0 90.0 900 140.0 136.3' 80.0 80.0 80.0 80.0 90.0 117.0, 900 102.4. 24' ae' 48' 60' 72' 84' 72. 110.01 80.0 00.0 300.0 80.0 80A' '80.0 00A' '80.0 DESIGN. LOAD CAPACITY PSF (X0 OR OX SIZES) _ FRAME DIMS. S5-1/2' 79-11/16' 83-1/4" 84-1/4'. 26' MASS TYPES B 9 ,'31' 00.0 80.0 80.0- GLOB TYPES &'01. EEG(+) 047.(-) 00.0 90.0 140.0 140.0 80A 80A 90.0 140.0 80.0 80A 90.0 140.0 55-1/2' 79-11/16' 53-1/4' 94-1/4' 38-3/8', 80.0 00.0 80.0 600' 80.0 80A 90.0 90.0 140.0 140.0 140.0 50.0 80.0 00.0 140.0 55-1/2' 70-11/18' 83-1/4' 94-1/4' 30-5/8' 80.0 80.0 90.0 140.0 80A 80.0 roA. 80A 90,0 90.0. 140.0 140.0 00.0 810 90.0. •121.4 55-1/2', 79-11/16' art/4' 55-1/2" 79-11/16' u' 74' 80.0 00A 90.0 140.0 00.0 90.0 171.5' 80.0 80.0 50.0 60.0 00.0 80.0 90.0 70.9 62.2 '97.5 985 86A 05' 40'_ 90.0 140.0 72' 84 96' 60' 90.0 140A 90A 140A 90.0 128A OPERATING VENTS TO RE 1/2 OF THE WINDOW W®TH `XO OR OX' DEMON LOAD CAPACITY - PSP (XO OR OX SIZES) FRAMB DDES. MOTH 34' 63' 72- 81' 90' 84" 63" 72" 81' 90' 84- 83' 72' at" 90' 83. 72' 81' 24' 38' au - CLAW DOA 80.0 80.0 03.0 80.0 ao.o 80.0 ECLO 80.0 80.0 80.0 80A 80.0 t00.0 11 00.0 NOS 6809 -GUM TYPES • 90A 140.0 90.0 14A0 90.0 140.0 90.0 140.0 07.0 :mkt 90.0 140.01 00.0 90.0 sox 0140.0 00.0 1114813 ito 110.0 00.0 OPERATING vENTS TO BE 1/4 TO 1/3 OF THE'WINDOYI VADTH NOTE: GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 90.0 140A0 90.0 .117A 90.0 •1•2114 drawing ri9. sheet 4 of TO) • • • • • • • • • • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) - CLASS TYPES CUSS TYPES FRAME DOM. '8' k WIDTH HEIGHT DT1.(+) 1/17.(-) DIT.(+) 'NY.(-) 74' 80.0 50.0 110.0 140.0 106-1/4' 80A 80.0 90.0 140.0 111" 26' 80.0 -60.0 90.0 140.0 . 128" 80.0 80.0 MO 140.0 74 80.0 80.0 MO 140.0 106-1/4' 50.0 00.0 90.0 140.0 111- 38_3A. 80.0 50.0 00.0 140.0 126' 80.0 '80.0 00.0 140.0 70' 60.0 80A 80.0 140.0 106-1/47 5/8., 50.0 80.0 00A 140.0 111' . 50.0 50.0 90.0 140.0 1245.* 1 80.0 80.0 90A 1367 74" 80.0 . 80A .140A 108-1/4" 80.0 80.0 90.0 1211A ... 631.. ".. 80.0 80.0 90.0 125.7 1.111,77 126' 860 50.0 - - 74' . 80.0 80.0 - - 106-1/4" 50.0 80.0 - - 111' 74" 130.0 80.0 - - 1 21r -110.0 '80A - - DESIGN LOAD CAPACITY - PSF (YOE SIZES) CLASS TYPES CLASS TYPES FRANK Dols. '8' & MTH HOCHT EXT.(+) INT.(-) EXT.(+) 1611-.(-) 72- 80.0 80.0 80.0 140.0 114" 80.0 80.0 90.0 140.0 00' 24' 50.0 60.0 90A 140A 108" 80.0 80.0 VOA 140.0 120' BOA 80.0 90.0 140.0 re - 80.0 80.0 90.0 140.0 84' 80.0 80.0 90.0 140.0 Ar 30' 80.0 80.0 80.0 140.0 100' 60.0 60.0 90.0 140.0 120' , 50A 80.0 90.0 140.0 72" 80.0 '800 -90.0- 140.0 er 80.0 80.0 90.0 140.0 98" 48' 50.0 80.0 10.0 140.0 105! BOA 80.0 00.0 140.0 120' 80A 50.0 90.0 140.0 72" 80.0 80.0- 90.0 140.0 84' 80.0 80.0 90.0 140.0 96' sr 110.0 IMO 790.0 140.0 t08' 110.0 80.0 90.0 136.5 120" 80.0 80.0 - - 72" 80.0 80.0 - - - 84" 80.0 80.0 - - or 72' 80.0 80.0 - - 108'. ODA 80.0 - - 120' 80.0 60.0 - - '(0p'.) (1/360 (1/38) 44. MOWING yENTs To BE 1/3 OF THE WINDOW wsoTH DESIGN LOAD CAPACITY - PSF (ZOE SIZES) WASS TYPES CLASS TYPES FRAME Dims. IF k •112"c• k 'Er WIDTH *MIT DIT.(+) INT.(-) DO-.(+) INT.(-) •74" ODA 80A 90.0 140.0 106-1/4' 80.0 80.0 90.0 140.0 iii. 20" 80.0 /10.0 90.0 140.0 126" 80.0 80.0 90.0 140.0 74' i 80.0 80.0 90.0 140.0 108-1/4- se-spr 80A 80.0 191.0 140.0 80.0 80.0 90A 140.0 111' 120' 60.0 00.0 - - - 74" ' 80.0 80.0 90.0 140.0 108-1/4" 00-5/8. 80.0 50.0 - - ,. 80.0 80.0 - -, - III" 1211' Iwo 80.0 - - r 70' _ 800 80.0 90.0 140.0 108-1/4" 6.1' 80.0 80.0 - - 111' 80.0 80.0 - - 74' 80.0 '80.0 - , - 106-1/r 74. 80.0 80.0 - - NOTE: GLASS CAPACITIES ON THIS SHEET AftE BASED ON. ASTM E1300-09 (3 SEC. GUM) AND FLORIDA BUILDING COMMISSION' DECLARATORY,STATEMENT 0CA057DEC-219 DESIGN LOAD CAPACITY - PSF (ZOE SIZES) CLASS TYPES CLASS TYPES 1111112 Dims. '8' & Ili' •c• * 'CI' W15104 HEIGHT DCT.(+) INT.(-) EXT.(*) INT.(-) 72" 80.0 110.0 90.0 140.0 84' 80.0 860 90.0 140.0 96' 24' 80.0 80.0 50,0 140.0 108' 80.0 80.0 90.0 140.0 120' /10.0 80.0 90.0 140.0 72' ; 80.0 80.0 90.0 140.0 84' ' or ' 38' 80.0 60.0 90.0 i 140.0 , 80.0 80.0 90.0 140.0 10r 1 80.0 80A 90.0 140.0 i • 129' 80.0 80.0 90.0 140A 72"1 80.0 80.0 90.0 140.0 1 sr er 48' sac '80.0 sot, 1400 80.0 .80.0 - - 108' 120' SAO /10A - 72" 80.0 80.0 - - * I 54" , 80A 80.0 - - tor 80.0 80.0 - - i 120' 80.0 80.0 - - I Tr aoo 80.0 - - . 1 84'' 80A 80.0 - or ' 72 80.0 860 - - 100' MO 80.0 - - OPERATING VENTS 00 BE 1/4 TO 1/3 oF THE WINDOW WIDTH • • • • • • • • • • • • 411 • • • • I • • • • • • • • • • • 1 • • • • • • • 1 • • • • • • • Ilb • • 1 • • • • • • • • • • • • • • • • • • • • • • 0 drawing no. W16-26 • • • • (sheet 5 of10) 1/12/2018 • • • • • 1 • • • 1 • • • II • • I • 11 • • • I • • • • • • • •307. 10,e 41, WI TYPIGW ANCHORS SEE ELEV. FOR SPACNO WEEPHOLES; W1 = 1" X 1/4' WEEPHOLES AT 2-1/4" FROM EACH END W2 s 1-3/4" X 3/8' WEEPHOLES AT 5-1/2' FROM EACH END WITH PLASTIC BAFFLE SEALANTS; AU. FRAME CORNERS. FIXED MEETING RAIL TRACK ANSERT AT EACH -END AND INSTAUATION-SCREWS.IN SIU. SEALED WITH ALUMINUM COLORED SEALANT. EWE • TYPICAL ANCHORS SEE ELEV. FOR SPACNC I : F.ac. APPROVED I' 1 MU110R At MULLION ANCHORS 11 1 SEP SRiMRAIt APPROVAL .� 1 1 1DGGE car. i; 11 II • • • • OS.•,�..--__! WOOD BUCKS ANO METAL STRUCTURE 1Q(Y.Er.6. GLAS$ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING•STRUCTURE. • • • f. •I. • •• •• •• •••• TYPICAL ANCHORS:.. SEE U.Ly. ypcy1G , 1/4' D1 L Ell TRACON BY 'FLCO' 'min& �y155 KS% INTO 2BY W000 BUCKS OR WOOD STRUCTUR S • 1-1/2" MIN. PENETRATION 'INTO WOeD;(.EADiSILL/JM01S) THRU IBY BUCKS INTO CONC. OR BLOCKS • • • 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAM . • 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''AON. EMBED INTO BLOCKS (JAMBS) E14 SM5 OR SELF-DRILLIND SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MUONS OR LLI_ INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (2) THREADS MIN. TO EXTEND BEY0192 METAL THICKNESS ALUMINUM: 1/8' INK. MIN. (6063-T5 MIN.) STEEL 1/B' TNK. MN. (Fy 36 KSI MIN.) (STEEL N CONTACT.. W11H ALUIINUM TO BE "RATED OR PANTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS - 2-.1/2" MIN. INTO WOOD STRUCTURE - -1' MIN. INTO META. STRUCTURE - 3/4' MIN. WOOD AT HEAD, XL OR JAMBS SC 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS cc - 3000 PSI INT. C-YO KOLLOW/PLLED BLOCK AT JAMBS rm - 2000 PSI MN. FL #20359 ri Sealed: 1/12/2018 •• • • •• • .• . • • • I • • • ...12o. ....m".... NICHORS SEE ELEV. FOR SPACING 1/4" LAX METAL STRUCTURE TYPICAL ANCHORS SEE GEV. FOR SPACING VENT VERN EXTERIOR vANDow TROTH iaLLitigna OX OPPOSITE VENT mom OPTION)/ TO SPRING LATCH ILL. CPC. vallocri mom XOX LAYOUT .1/4" IMJC. TYPICAL ANCHCRS SEE ELEV. FOR SPACING • 4 • • • • 4 •. • • • • • • • • • • • • • • • 4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 114 • FL #20359 Ful • • • • • • • • 3 • • • • • • • • • • • • • II • • • ▪ • • • I • • .• • • . .ra: • ••• • ,•1•••• • i*rs g ; q R cAll w. zaz,v TYPICAL ANCHORS -SEE ELEV. FOR SPACING tt-$IIu„ pi) A ** **** ALT. TYPICAL MICNORS SEE ELEV. FOR SPACING EDGE DOM INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER u z 140I• •••• • • • 8/1•..•.• ... • • •• ••• g • '•..O+t • J •••• . • • • ••.• •• =.•• • • •• •. .• • • • • • • • • • • • 1 _ . • • • • • • • • • f • • • • •*I••• • • • Z •� • • • • ••*4 ••• •• • •• ,. •I • • • % aYi tp •• O7 �n _0z a • • N 0 %CDS0 Sealed[ 1/122018 3.188 2.313 2.846 1 1.189 t.439 FRAME HEAD 1.502 1.189 1.496 Q VENT TOP/BOTTOM RAE. 2.910 3.949 3.074 F----2.848- FRAME SILL .062 TTP. 2.406 .092 114. 1.189 2.76 1.531 JAMB STILE 2.406 1.531 1.403 VENT INTERLOCK PART j .QUANTITY DESCBIP7IDN L4ATBRIAL MANE./SUPPLIER/HEMARYS 1,10203 1 FRMAE HEAD 6063-T6 2 1t0301 FRAME SRL 6063-16 10302 sIL.L TRACK 66ERT 6063-76 4 110303 AS REOD. FRAME JAVB 6063-T6 5 M02t2 AS RE00. FLUSH FRAME ADAPTER 6063-T6 6 10204 140205 1/ VENT 1/ VOW 1/ VENT FIXED ArtO: RAL VDU INTERLOCK JAMB SRLE - 6063-T6 6063-16 6063-T6r 9 10 10A- 106 YG207 2/ VENT.. TOP AND BOTTOM RAIL 6063-T6 10206 AS REOD. 140209 A5.'RECO. 1R4210 AS REM). GLAZING BEAD (5/16• GLASS) GLAZING READ (7/16• MASS) GLAZING BEAD mow- Wt. 0LA55) 6063-T6 6D03-T6 6063-n +13 14 1,0305 10321' AS FITE00. 4/ VENT ADO -ON S6L RISER ROLLER HOLISM & GUIDE 6063-T8 CELCON 15 70322 16 MD323 •17 - /10 X. 1' ..16> /10 X:'3-1/2• 19.....4022322. 2/ VENT 2/ vEN1 AS REOD. 2/ VENT; AS REOD. ROWER ROLLER PM ANENT ASSFIBY. S REWS FM. NHL SLL SCREWS (SILL'END) FIN SEAL.V3TPolPI4G BMW ST. STEEL CRS Z • °• •••• .... QQ • •_... • • • • • ....Q1 66.. • • ,.•• - ...• • t . • • • • • . • l I Qa PH SYS • •• PH 9491 • '.:I 22 E202 AS 1E00. ` CUOMO, BEAD BULB NEOPRENE ULTRAFA6. 24A /8 X 5/8• 25 M021U 2/ VENT SWEEP ..LATCH.- AT: 10-1/4' FROM EACH END ZNI N.._ SIALN/I 2/.L6TC21 - LATCH INST. SCREW ST. STEEL EH SMSN • • 2/ VENT SPRING LOADED LATCH .... 6063-T6 . M.T6J*6L4 E TO 511EP. LATCH 25A - 1/ LATCH 26 2/ WDW. 27 --1/YENE LATCH SPRING HI -FLOW WEEPER 5/16• BOX SCREEN ST. STEEL • • • PREFERREf ENo•colm0"PROwer? _ anoxic • 28 AS RE00. SLLIi5ERT, 2•.MC. 8063-78 AT RTC. 51It J LOCATKIN AS. R000. SETTING -BLOCK AT I/4POINts EPOY DIX404ETER 8095 SHORE A 1.345 SILL TRACK 2.848 FRAME 'JAMB 2.974 -•--/844 1.409 89 1.980 © ring MTG. RAIL .660 .166-- t3 ADD -ON SILL RISER _ 1.122 .070 1.421 SPRING LOADED LATCH •a... 2.786 .672 O FLUSH FRAME ADAPTER 1500 SILL INSERT .761 .865 -1.096 GLAZING. BEADS .665 • • • • *. • .I• • 00 Sealed: 1/12/2018 • • • • •• • • • • • • VENT TOP/BOTTOM CORNER FRAME TOP CORNER FRAME BOTTOM CORNER FL t#20359 O o�� s • • $... . .• • •• ••., :•• • •••• • • ! • • •! • • • •• • ti`I, •• •• ••• 9 Z • • ••• J . •: • • ••1 •;••• • • • • • • • • •__• al m $ M zo3a • • • • • 1 n+ii tit - (.heei°o11o) Sealed: 1/12/2018: usrness & Professional Re gu action SCIS Home ] Log In User Registration 1 Hot Topics J Submit Surcharge 1 Stets &Facts Pubikations Contact Us 1 BCIS Site.Map Product' Approval USER: Public User 'prodderAnmoval Menu > poiduct or'AOoll4tion Searery i /leiolieabon tisit > Application Detail FL # Application Type Code Version Application Status Comments" Archived FL26351_ New 2017 Approved Q' ProductManufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 ullses@tmrglasswindows.com Authorized Signature Yiping Wang mcy®Imcyengineering. com Technical Representative Augusto Arias Address/Phone/Email 8120'NW 84th St Medley, FL 33166 (305) 470-8284 aarias©mrglasswindows.com Quality Assurance Representative Address/Phone/Email Category [Win o Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ylping Wang the Evaluation Report Florida License PE-55983. Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Slfu Zhou, P.E. Validation Checklist --Hardcopy Received Certificate of Independence Referenced Standard and, Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL263511 RO COI, Certificate of Independence SS odf Standard TAS 201 TAS 202'••• ••• • • • • • `TAS 203 • • • • •• ••• •• • Year • .1994 1994 • 1994 • • • •• • ••• •• ••• • ••• • • • e • • • • • • • •• • • • • • • •• •• •• • • • • • • • •• • • •• •• .• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • } Product Approval Method Method,1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 02/14/2018 02/26/2018 02/26/2018 04/10/2018 FL # Model,' Number or Name Description _ 26351.1 ,. Series MRG-400 Fixed Window,- LMI' Series MRG-400Fixed Window - Large Missile Impact\ Umits 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' R0 II' MRG-400 FA DRWS 02:20 SS.odf' Verified By: Piping Wang FL#55983 Created by Independent Third Party: Yes Evaluation Reports FL26351r RO AE Evaluation Report SS.pdf Created by Independent Third Party: Yes' " t 2 �. r-nntact U9 ::'2601 Blair Stone Road. Tallahassee FL 32392 phone: 850-487.1824 The State of Florida Is an AAIEEO employer. Coovrioht 2007-2013 State of Florida :: privacv Statement:: Accessibility 5tatemenl :: Aefund 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`electronk' mail to this entity. Instead; contact the officeby phone or by traditional mall. 1f 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 :mails provided may 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 um; Prod(ucttAApproval Accepts: Credit Card Safe s'curit..tEI uc, •. • • • . • • • • • • • • •• •• • • • • •. • • •• • • • •• • • • • . • . • • • • • • • • • • • • • • •. • • • • • . • • • • • • • . •. • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• . • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • MCY ENGINEERING,,INC. GLAZING CONSULTANT 8501 SW 124th Ave. Ste. 205A Miami, FL. 33183 P: 305 `271-0117 F: 305 279-6818 February 9,;'20.18 Product Approval Administrator Codes & Standards Section Florida. Department of Business and Professional Regulation 2601 Blair Stone Road Tallahassee, FL 32399, ,Ref: Series'MRG-400 Fixed Window - L.M.I. Certificate of Independence Dear Sirs, As the structural design engineer retained by Mr. Glass Doors and Windows on the product referenced above, I do hereby'declare that I do not have and will not have any financial interestin any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product and also that'my company is not owned, operated, or controlled by Mr. Glass Doors and Windows in any way. 411i8Ply,/'s *i • dO S • FEBRUARY9TH, 2018 .. ... . . • • • • . . . . .. • • •. • • • •• • •.. .. ..• . ... ••• • • • • •• • • • • •• ••• • •• • • • • . • •• • • • •• • • •• ••• • • •• ••• • • • ••• • • • • ••• • • • •• •• •• •• • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • •• ••. • • •. • • MR. -GLASS DOORS AND WINDOWS, INC. SERIES MRG-400 FIXED WINDOW LARGE * SMALL MISSILE IMPACT DRAWINGS INDEX SHEET TITLE CONTENT REV. DATE O I COVER GENERAL NOTES AND INSTRUCTIONS 02 E I WINDOW ELEVATION 03 GI GLASS CAPACITY CHARTS 04 D I WINDOW DETAILS 05 A 1 ANCHOR OPTIONS OG A2. ANCHOR OPTIONS 07 BOM BILL OF MATERIALS 08 ' 150 ASSEMBLE DRAWINGS GENERAL NOTES: illgErODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF • • THE4GTH EDITt0* FLOIer , BUILDING CODE (2017) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ, • • • • • • WINDOWS RATE;FOB LARIE MISSILE IMPACT. IMPACT SHUTTERS ARE NOT REQUIRED: - flIE5E WINDOWS ARE APPROVED FOR AIR AND WATER INFILTRATION. •••• •• •• • iHitS 5HALI.:4 4,114`.Wj1D, SPACED A5 SHOWN ON DETAILS. ANCHOR EMBEDMENT TO E MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • •••• • -../QJCtit t'NG OR INAI NDHIONS NOT SHOWN IN THESE DETAIL5 ARE NOT PART OF THIS APPROVAL. • -aglIALS INCLUIPLa$yT•NOT LIMITED TO. STEEL/METAL SCREWS THAT COME INTO • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 6TH EI9111ON FLORIDA DUR,pitte GODS (2017) SECTION AS APPUCABLE. • • • 0-4MYTA1•90TRUCTURES NO7 BY MR. GLASS DOOR 4 WINDOWS, INK. TO Be DESIGNED TO SUPPOLZF THE LOADS IMI'OSED BY THIS GLAZING SYSTEM AND TO TRANSFER 5UCH 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 ALI OWABLF. DESIGN LOADS. INSTRUCTIONS: USE CHARTS A5 FOLLOWS. STEP I: DETERMINE DESIGN WIND LOAD: REQUIREMENTS BASED ON. WIND. VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7- I 0 STANDARD BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT. STEP 2: SEE SHEET GI FOR GLASS OPTIONS AND CHART FOR APPROVED LOAD OF DESIRED FRAME SIZE WITH GLASS OPTIONS. STEP 3: APPROVED ANCHOR OPTIONS SHEETS Al 4 A2. ANCHOR SPACING SEE SHEET. E I . STEP 4: THE LOWEST VALUE RESULTING FROM 5TEP5 2 AND SHALL APPLY TO ENTIRE. SYSTEM. ABBREVIATIONS AND SYMBOLS D.L.O. - DAYUTE OPENING F.H. - FRAME HEIGHT F.W. - FRAME WIDTH W/ WITH W/o - WITHOUT O.C. - ON CENTER SECTION NUMBER SHEET NUMBER et.1.1113.0311V1.01.16114 C04.010KYYEINWK MOcq .•Y.C.. THE SW wrtnMsuvMEMwrK PAD •• ra,IMra TOKwsOa.IM w. 1:41IMPROPIALICOAL.11.06 FROM M COMM. Of.1.001111.14 oacurro o-`atanmsi.v.M oo INV MY WWI o-aw rcemmo.rra. s MtM�)M.na.MTMM icane»iso:ax .rmim. w..ce...s. tea,«.1.10.1111111/114...0.1.010 ,C1 1 OF' 9 1' FEBRUARV20TH,2018 • 48" FRAME WIDTH 17/8' - 44 1/4" 17/8' D.L.O.W. ' 14' �MAX.1 orr/ • •• • • • •• • •• _'s ;0 • •' -• • r3 • �;.,� I I • • - . • L�-1 14' 1 • • • MAX: • •••• • • • •• • • ark ICry FALSE MUNTINS (SURFACE APPLIED) MAY 8E USED •• •• • • FIXED WINDOW ELEVATION •••• (TEST SIZE SHOWN) • • • • •••• • •••• • • •••• • • • • •• • • • • • • WIDTH FRAME UJ FRAME ALLOWABLE LOADS FOR ALTERNATE SHAPES A5 SHOWN ABOVE OR SIMILAR CAN BE VERIFIED. BY INSCRIBING PICTURE WINDOW. 5HAPE WITHIN SQUARE OR RECTANGLE A5 SHOWN IN DOTTED LINES AND OBTAIN ALLOWABLE LOADS FROM THOSE SHAPES. WIDTH OR LENGTH DIMENSIONS .CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. El 2 OF 9 •Ni! 11••" FEBRUAR 20TH;2018 • • • • • • • • • • • • • • • • I DESIGN LOAD CAPACITY - PSF (GLASS) DESIGN LOAD CAPACITY - PSF (GLASS) FRAME SIZES GLASS TYPES 'FRAME SIZES GLASS TYPES FRAME WIDTH FRAME HEIGHT 614 GIA 62 6-2A WIDTH HEIGHT -pi $GIA 62 4 G2A (IN) (IN) P51' +I- l'5F (IN) (IN) 4/- PSF 30 36 42 t 48 54 60 54, 65.0 65.0 65.0 65.0 100.0 100.0 - 100.0 100.0 19 1/8 26 I/2 37 53 1/8 26 65.0 100.0 65.0 100.0 • 65.0 '100.0 65.0 100.0 30 36 42. 48 ' 54 GO 60 58.0 58.0 65.0 65.0 89.0 89.0 100.0 100.0 119 1/8 26` 1/2 37 53 1/8 65.0 100.0 - 65.0 " 100.0 - 65.0 100.0 65.0 100.0 65.0 65.0 o 58.0 52.0 100.0 100.0 89.0 80.0, 19 I/8 26 1/2 37 53 1/8 5/.57 65.0 100.0 65.0 100.0 ) 65.0 • 100.0 95.0 30, 36 42 ' 48. 54 60 30 36 66 42 72 48 54 65.0 65.0 65.0 65.0 100.0 • 100.0 100.0 100.0 19 1/8. 26 1/2 37 53 1/8 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 65.0 80.0 J 26 1/2 76 100.0 37 65.0 100.0 65.0 100.0 65.0 100.0 65.0 o 100.0 65.0 100.0 65.0 " - ' 100.0 58.0 89.0 30 • • • • • % 42 44•p•••• 30 • 36 • 8 42.4 48 .16 • • 65.0 100.0 Goi.0 • • 100.0 GS.p• 65.0 00.0 100.0 620. :00.0 6 V • 1.1000 65.0 ' 100.0 100.0 30 • • • 36' 42. 30 • • 36 • 96, 42 30' • • • IC) 36 • • • 111 30 in& 36 •• •••• 30 • 114' 62.411 • • 1,00.0 G5o(1.41_4 65.0 G3.6 • • 100.0 •00.0 • Krao G. • o •D 02)0.0 G5•1°• 65.0 L*00.0 100.0 60 • Tao 100.0 65.0 100.0 65.0 100.0 131 3/16" HEAT 5TREN'D GLASS 0.0917 PVI3 INTERLAYER BY 'KURARAY AMERICA, INC.' 3/ I G' HEAT STREW) autks GLASS TYPE 'G I 7 7/16' NOMINAL OVERALL7 1/4' AIR SPACE 1/8Temr. GLASS 3/16' HEAT STREN'O GLASS (- 0.090' IND INTERLAYER 13Y 'KURARAY AMERJCA. INC.' 3/16* HEAT &REND GLASS ALUMINUM SPACER GLASS TYPE. 'G I A' I 3/ I G' NOMINAL OVERALL - 3/16' HEAT STRENV GLASS 0.0987' SENTRYGLAS INTERLAYER BY 'KURARAY AMERJCA, INC.' 3/16" HEAT STREN'D GLASS GLASS TYPE 'G2' 7/ I G' NOMINAL OVERALL 1/4' AIR SPACE 1/8' TEMP. GLASS 3/16* HEAT 5TREN'D GLASS i' 0.091.7' 5ENTRYGLASINTERLAYE BY KURARAY AMERICA. INC.' 3/16' HEAT &RENT, GLASS • 7 "2 tl•-• 2 • r z E • • W Z 8 1; O 0 gi 5 7 oro ALUMINUM SPACER GLASS,TYF'E 'G2A' I 3/ I 6' NOMINAL OVERALL • • o • 000.: •o• •••• 2 8 12 411 NOTE: GLASS COMPUE5 WITH A5TM El 300-09 (3 5Et. GUSTS). ditalCANS ' ‘181 MIL 28077 R G1 02106118 As worm iztau ea$ i likve .„„ FEBRUARY 20TH, 2018 .11119-01 3 OF 9 MIN. EDGE DIST. I V . CONeRETE3 M Pc3000 p51 MIN. TYP. ANCHOR. FOR ANCHOR OPTION SEE SHEET Al. A2 • • • •••• • • •••• • • 1 MIN. • EDGE DIST. CONCIONE Fc . kiredIIN • Eq • •• • • • • • TYP ANCHOR. FOR ANCHOR ION SEE SHEET A 14 CONCRETE SUBSTRATE SHOWN. FOR OTHER OI'fIONS SEE SHEET AI OR A2. WOOD BUCK INSULATED LAMINATED GLASS SHOWN. GLASS TYPES ARE INTERCHANGEABLE. SEE PAGE G 1 FOR GLAZING OFTION.S. 'MIN. EWGE,015T. METAL STRU C9 TYP. ANCHOR. FOR'ANCHOR OPTION SEE SHEET A I i A2 •' OPTION LUSH ADAPTOR OPTION wd FEBRUARY 20TH,'2018 a Di to mmne t AS SHOWN Bin 101t1 01 4 OF-9 TYP. ANCHOR. EE SHEET A I G I/4' MAX. SHIM4 MIN. MBEDME wr�alla�— -7 :IIIIIIII!IUIII;UYi - J� V Ow O • •• • • • • •• • • • • • • • • • • • •• • • II • 7/8' w090 BUCK 174' MAX. SHIM Ift I7IVENT A 1� 0. O T. ,.0 0O v ® ,414 00 17/8' / D.L.O. I 17/8' / F.W. • • • 1 • •• Ilk ••• \• I •1 • • • ▪ , • • • • • • • • •••• • • • • • • • • • INSULATED LAMINATED GLASS SHOWN. GLASS TYPES ARE INTERCHANGEABLE. SEE PAGE GI FOR GLAZING OPTIONS. z u0 • N 0 c0i 0 TYP. ANCHOR. FOR ANCHOR OPTION SEE SHEET it 1 7/8' I/4' MAX. SHIM TYP. ANCHOR. SEE SHEET A2 FLORIDA APPROVED MULLION AND MULLION ANCHORS SEE SEPARATE APPROVAL FLUSH ADAPTOR "`� li ri'\ OPTION I/4' MAX. SHIM A SEE SHEET A2 MIN. EMBEDMENT N kU PV. n . _• ' FLUSH ADAPTOR i/ !' �, OPTION 4 �+.N L R,�•a'�+( nag FEBRUARY 20TH, 2018 I...1 Inga.11l.11cl c 2 N D2 anima 5 OF 9 MIN. EDGE DIST. CONCRETE Pc 3000 psi TYP. ANCHOR SEE E I FOR SPACING f MIN. EDGE DIST.T TYP. ANCHOR SEE E I FOR SPACING I 1 `METAL S7RU ilmamuniewarar WE NM MIN. ANCHOR OPTIONS : T EDGE DIST. TYPE 'A": 1 /4' DIA. ' LCO' ULTRACON (Fu= 177K51, Fy= 155K51) 1 1/2 " EMBED INTO WOOD (5G=O.55) 'TYPE "B": 1 /4' DIA. 'ELCO' ULTRACON7 1-3/4" EMBED .INTO.fc'=3-KSI MIN: CONCRETE OR THRU IX WOOD BUCK INTO CONCRETE _W/ 13/4' EMBEDMENT INTO CONCRETE • • • 1/4" DIA. 'ELCO' ULTRACON (Fu= 177K5I, Fy= 155K51) • • • • • r 1 /4" IMMN. E44 D INTO HOLLOW BLOCK 1• 3/4" MIN. TMB:D INTO GROUT FILLED BLOCK (JAMB ONLY) • • OR THRUM I X W0Q D BUCK INTO HOLLOW BLOCK • OR GROIIT•411I..D BLOCK WITH, I I/4" MIN pipp INTO HOLLOW BLOCK • • •: 61.3/4" MIN EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) •• • TYPE "C: KI 4 5M5 6ER6W'(Fu=74K51, Fy=57K51) • 111TO. I/Er Att..114K ALUMINUM MEMBER (0003-T5 MIN.) • #I4 TEKgtr'1'(Fu=120 K51, Fy=92K51) • • • el I /fY+► #Afh! TI•SK' STEEL. • • • • • ANCHOR /NeeRISTANCE: 1141-O CONCRETE S.MA50NRY= 1 1/2" MIN. • • • • 1140 WOOD STRUCTURE = I' MIN. INTO METAL = 3/4' FLORIDA APPR MULLION AND ANCHORS SEE APPROVAL TYP. ANCHOR SEE E i FOR SPACING �IrMR WI .=� �n� • 1 Isp CONCRETE AT HEAD , SILL OR JAMB fc'=3000 PSI MIN. UNLESS SPECIFIED C-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 P5I MIN. WOOD SG=0.55'MIN. TYP. ANCHOR SEE El, FOR SPACING 1 MIN. EDGE DIST. CONCRETE 2 fc 3000 psi 4 a: TYP. ANCHOR SEE E I FOR SPACING 1- N. z 4 TYP. ANCHOR SEE ELEVATION FOR SPACING ,a ,1 (�1. s.z FLORIDA APPROVAL MULLION SEE SEPARATE APPROVAL F.w. C. ire SEALANT: ity�� ALL JOINTS AND THE FRAME S f�,_ CONNECTION SEALED WITH SILICOIE.1 ; SO s WOOD BUCKS AND METAL STRUCTURE NOT BY MR.` S -1 GLASS WINDOWS AND DOORS, MUST SUSTAIN LOADVO IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM s� TO THE BUILDING STRUCTURE ti.;;L0.1;r*t ,,8a ,,, FEBRUARY 20TH, 2018 Al 0210C4111 AS •n 1i)IIP U1 6 OF 9 MIN EDGE DIST. 7910 AIOR WOO r 4.; STRU 1 . TYP. ANCHOR SEE E I FOR SPACING, 2 ANCHOR O' ' ON5`:. TYPE "A": 1/4" DIA. 'ELCO' ULTRACON (Fu=1.77K51, Fy= 155K51) I 1 /2 " EMBED INTO WOOD (SG=0.55) MIN. EDGE DIST. METAL STRUCTU „_oJ- ,,�t�l,�l N TYP. ANCHOR ' SEE E FOR SPACING v 2 N TYPE "B": 1/4' DIA. 'ELCO' ULTRACON 1 3/4" EMBEDINTO fc'=3 K51 MIN. CONCRETE OR THRU 1 X WOOD BUCK INTO CONCRETE W/ 13/4" EMBEDMENT INTO CONCRETE • • • 1/4" DIA. 'ELCO' ULTRACON (Fu=177K51; Fy= 1551(51) • • • • • •1 1/4" NIN. IMBED INTO HOLLOW BLOCK J 3/4" AAIirEMIED INTO GROUT FILLED BLOCK • ORTHRQ _Ix WQOD BUCK INTO HOLLOW BLOCK • OR GROW FILKD BLOCK WITH • • • • 1 1 /4" MN. ,Ef4EjED INTO HOLLOW BLOCK • • 4 3/4" MIN. EMBED INTO GROUT FILLED BLOCK •• • (JAMB ONLY) (JAMB ONLY) TYPE "C": ' 14 5M5•9C'I ' (Fu=74K51, Fy=57K51) • INTO I//5"&N 1144THK ALUMINUM MEMBER (6063-T5 MIN.) • # 14 TE�S.4eIZEW (Fu= 120 KSI, Fy=92K51) • • • • • INTO I /lr•Nllld !THK STEEL. 'lee •ANCHORIELIGtDISTANCE: INITO CONCRETE•4 MASONRY= I 1/2' MIN. • I • • 1CTO 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 P51 MIN. WOOD SG=0.55 MIN. FLORIDA APPROVED MULLION AND MULLION ANCHORS` SEE SEP APPROVAL MIN. EDGE DIST. u CONCRETE, v Fc = 3000 psi MIN. TYP. ANCHOR SEE E I FOR SPACING TYP. ANCHOR SEE El FOR SPACING SEALANT: ALL JOINTS AND THE FRAME CONNECTION SEALED WITH SILICONE. A v TYP. ANCHOR SEE E I FOR SPACING 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 FEBRUARY 20TH, 2018 SERIES MRG-400 FIXED WINDOW (LM.I.) A2 7 OF 9 • • • • • • • • • • • • • • • • 2.848" OFRAME HEAD, SILL JAMBS MGR-20 I GOG3-TG PERIMETER COVER MRG-2 I 5 GOG3-T ()FLUSH FRAME ADAPTER MGR-2 12 GOG3-TG GLASS STOP MGR-209 606-3-TG • • • • • LASS STOP 4GR-2 I d • •ioc3-T6 • • • • •••• • •••• • • •••• • • • • • • BILL OF MATERIALS ITEM PART DESCRIPTION MATER.IAl_ MANUF. / REMARKS MGR-201. FRAME HEAD 6063-T6 TECNOGLASS 2 MGR-215 PERIMETER COVER 6063-T6 TECNOGL A55 3 MGR-212 FLUSH ANCHOR ADAPTOR. G06.3-1'6 - Tratoa Ass 4 MGR-209 GLASS STOP ONSULATED LAMINATED GLASS) 6063-116 TECNOGLASS 5 6 MGR-2 I 0 GLASS STOP (LAMINATED GLASS) 6063-T6 TECNOGLA.55 1/4'1111 TAPCON AS REQUIRED 8-1 8 PH FH 55300 L.= I ' ASSY SCREW ST/ST 8 10-16 5M5 PH FH L-1 55300 ST/ST 9 BULB GASKET ULTRAFAB E201 VINYL I 0 SETTING BLOCK 3/10 THK X I /2'.- XISANTOPRENE I I DC975 DOW CORNING 795 SILICONE DOW 12 1/2' X 5/8" SETTING BLOCK LAMINATED GLASS SANTOPRENE • • • • • 13 GLASS SPACER. ALUMINUM TECNOGLA55 402 • 4,8 ,0 th'e • FEBRUARV2OTH, 2018 0 E 110 11 z 00 7.1 r 0 2 7.1 z 5 PARTS ‘I)Itt (11 8 OF 9 f) (8) #10 x 1/2"LG FH SMS S/S • •• • • • • •• • • •• • • • • • • • • • • • • • • • • •• • •• •• • • • •••• • • • • •••• • •••• • • •••• • •• • • • • • • • • PLATE 1/8"x11/4"xi6" CIRCULAR OR ANGULAR WINDOW CONI=CTION FRAME E201 ' MIG ALL CORNERS TO BE WELDED (ELECTRODE ER4043) C) ti SEALANT 0+,1'. it ALL JOINTS AND THE FRAME � (ii�� CONNECTION SEALED,WI7H SILICONE. MM �`2r; 1 q , RECT..OK SQUARE _ ' "�: . ni , pp ur WINDOW CORNER ,,,,a y., eat oN0-Os. YMR. VC) Er Lll S re ISO 010,,,. . 55555.- FEBRUARY 20TH, 2018 9 OF 9 BCIS Horne ) Lop In i r Registration 4: Hot Topics Submit Surcharge• � L. stars & Facts � Publications ,�. eontaa us. j' 9Cis Site Map Units ` Search }r Product Approval USER: Public user Name. Aonroval Meng > Praggct er Anolication Search> Ail•liration I ler > AppUcation Detail —14 FL # FL26942 Application Type New Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer Mr Glass Doors &'Windows Inc. Address/Phone/Email 8120NW 84th St Medley, FL 33166 (305) 470-8284. ullsesOmrglasswin dows.com Authorized'Signature Ulises Senaris uiises@rnrglasswindows.com Technical Representative Augusto Arias Address/Phone'/Email 8120 NW `84th St "Medley,,FL'33166_ (305)470-8284 aarias@IDmrg lasswindowscom Quality Assurance Representative Address/Phone/Email r Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from.a Florida, Registered Architect or a Licensed Florida 'Professional Engineer 0 ,Evaluation Report - Hardcopy Received Florida Engineer or' Architect Name who developed Javad Ahmed 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. 2, Validation Checklist-,HardcopyReceived Certificate of Independencep126942� R0 CAi,SS = Mr Glass° SPriPs 3000 Aiurri�OS Door(L*MI) =- CLodf - - - - Referenced Standard and. Year (of Standard) Equivalence of Product Standards Certified By Sectionsfrom`the Code Stanalial AS7eM • • • • • • • • • • • 2Year ASTM •Elgin• • • • • 2014 TAS-201 • 1994 TAS-202.•• ••• •• • • • •• 1994 TAS-203 1994 • ••• •• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • Product Approval Method Method 1 Option 0 Date Submitted Date Validated Date Pending' FBC Approval Date Approved Summary of Products 04/19/2018 04/19/2018 04/27/2018 06/12/2018 FL # w.W Model, Number or Name Description 26942.1 1 ` t Series 3000 Aluminum Outswing Entrance Door, 1 Large missile Impact resistant aluminum outswing entrance door.; Limits of Use Approved for use In HVHt: Yes -Approved for use'outside HUM: Yes , Impact. Resistant: Yes Design Pressure: +80/-80 'Other: See drawing18-36F for span vs load combinations and installation details. _ ._ Installation Instru tIon's FL26942 -RO. I1-SS - Series 3000 Alum OS poor (114I)1DWG, 18-36F.odf - -- ^ — .. Verified By: Jived Ahmad PE,# 70592 Created by Independent Third Party: Yes Evaluation Reports. 'FL242.R0 AE',SS '-' Mr Glass - Series 3000 Alum OS Door` JLMII - PAE odf - Created by Independent Third Party: Yes • conks: Ue :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487.1824 The State of Florida isanAA/EEO employer. Corwriaht 2007-2013 State of Florida :: privacy statement :: Acteg,ibility Statement i s Refund Statement - Under Fbrda law, email addresses are public records. If you'do not want your a -mall addressreleased in -response toga pubic -records request, do not send electronic mail to this entity. Instead; contact the office by phone or by traditional mail If you haveany questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees kcensed under Chapter455, F.S. must provide the Department with an email address they have one -The email, 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 whs f can be made available to the public. To determineif you are a licensee under, Chapter 455, F.S., please dick hem. Product Approval Accepts: , ace 3 t =•='' EH El Credit Card Safe • •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • ••• •• ••• • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • AL-FAROOQ CORPORATION CONSULTINGENGINEERS & PRODUCT DEVELOPMENT April 18, 2018 Product Approval Administrator Building Codes'&Standards Section ' Department of Business & Professional -Regulations 1940 North Monroe Street, Suite,90. Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. Series 3000 Aluminum Outswing Entrance Door -,L.M.I. Certificate of Independence Dear Sirs, As the design engineer, retained: by Mr. Glass'Doo'rs & Windows, Inc. On the product -referenced . above, I do herebydeclare that I do not have and will not have any financial interest in any company manufacturing or"distributing theabove referenced product, nor do I have or will have any'financial interest with any other entity involved in the approval process,ofthe product. Sincerely, 70592'' 0�. ST .UP • 2� �••i•FS OR10 0 :: a‘ss� SEALED4118/18 Javad Ahmad, P.E. Director of Engineering .. ... . . • • • •• • • • • • . • • • .. • • • •• • • • •• • ... •• ••• • • • • •• . • .• • • . • . •.. . •. • • . • . • • . . • • .• •• . .. . •• ••• • •• •• • • • • • 9360 Sunset Drive Ste:220 I Miami, fL33173 ;I T: 305.264.8100. F: .com 305:262.6978 ^^. afcen alfarm • ooti@afcentc.co--- J • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • ••• • • • 0•. • • AL-FAROOQ CORPORATION 111 IICONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G204 • METHOD 1 OPTION D Detailed 'Product Description: Manufacturer: MR. GLASS DOORS & WINDOWS. INC. MinUfacturer Address: 8120 N.W. 84 STREET. MEDLEY, FL 33166 Model Name SERIES 3000 ALUMINUM OUTSWING ENTRANCE DOOR Maximum Frame Width: 40-1/2"(X). 78-1/2"(XX). 4210) Maximum Frame Height: IC Maximum Load: +80 PSF. -80 PSF (Large Missile Impact) Installation Drawings # 18-36F FL 26942 Date: 04/17/2018 ,This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs. load. ,. _ Comparative analysis used- ..X Yes No .. . — Mandatory Tests (Tested in accordance with AAMA 10111.5.2/NAFS/TAS-202) illWilsist illligatiMMIIIIIIMILMMENInaagaillillkaMiakalai . - Hurricane Engineering & Testing, Inc - 2/13/2018 2/13/2018 *HETi-1816004 HETI-18-6011 . ASTM E283 Air infiltration Leakage . Rafael E. Droz-Seda, P.E. ASTM E331 OR •ASTM 547 & TAS 202 Water Penetration Hurricane Engineering & Testing, Inc 2/13/2018 2/13/2018 2/13/2018 HETI-18-6002 HETI-18-6004 HETI-18-6011 Rafael E. Droz-Seda, P.E. ASTM E330 & TAS 202 Uniform Static Air Press. _ Hurricane Engineering & Testing, Inc 2/13/2038 2/13/2018 2/13/2018 2/13/2018 Rafael E. Droz-Seda, P.E. HETI-18-6001 HETI-18-6002 HETI-18-6004 HETI-18-6011 ASTM 1304 Forced Entry Test Hurricane Engineering & Testing, Inc 2/13/2018 2/13/2018 2/13/2018 2/13/2018 ... . HETI-1.8-6001 HETI-18-6002 HETI-18-6004 HETI-18-6011 Rafael E. Droz-Seda, P.E. normal** Supplemental Tests (Tested in accordance De.j • !.. i---;.)• 11,7-1--A-P7i, with TAS-201 rr.-10; and TAS-203) ' -105(77.--,., . i ;cm • ' -, B"iL: FBC 1.626.2 - (TAS 201 & 203) ASTM E1886 & E1996 — Large Missile Impact & Cyclic - • ' Hurricane Engineering & Testing, Inc _ _ _ ' 2/13%2018 2/13/2018 2/13/2018 'HETI-18-6003 HETI-18-6065 HETI-18=6012 - RafaelE. Droz-Seda, P.E. Under the limitations of the attached installation drawings to the best of my knowledge and abili•ty, •the above product .conforms to the requirements of the 2017 Floricra.8tlitgniade.. • • • • Evaluation Report Engineer: . Javad Ahmed PE # 70592 AI-Farooq Corporation . EB # 3538 *so • • • • • • • • • • „.2 I No 70592 A• .1. 2 • • •• i l*So• ••• • ••• S '0 • • :-* .t,...1-ctlli: : : : ST CIF '',.4.112 • • • • • • Sz.%'..e..c. . • t....„fus • • • • • • • • 0`.. 0 R ‘C; • Gb4fielle • . I., 6.6. ........ .... ,0,0 • ........... v. ..... ...... Is ... 0 . ••• • : : : •:• : : ..,, 9 • • • • • • • • • ••• • • • ••• • • THEE DOORS ME RATED FOR LARGE R SMALL MISSILE IMPACT. SHUTTERS ME NOT REQUIRED. ..,,. SER1ESL$DOO ALU3111VUM OUTS1PiNG ENTRA 4O£:.D9QR SINGLE_ (x) AND DOUBLE (xx).LEAF; DODO SEE•SHEET 2. STAND-ALONE SINGLE S1DELRE SEE SHEET 3.' SINGLE AND DOUBLELEAF DOORS WRH-SIDELITES COMBINATIONS SEE EET 4 LOWER VALUES >FROM .DOOR .CAPACITY. SIDELTIE CAPACITY. OR MULUON CAPACITY WILL APPLY TO ENTIRE SYSTEM. ,,DOORS' APPROVED FOR. INSTALIATNON WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN .DESGNEDAND 'TESTED TO COMPLY NMI THE REQUIREMENTS OF THE 2017.(61H EDRION)'FLORIDA EWLDING CODE INCLUDNO: HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y: ORS 2BY 11/000 BUCIC3 & BUCK. FASTENERS BY OTHERS. MUST BE. DESIGNED AND INSTALLED ADEQUATELY .TO TRANSFER ,APPLIED..PRODUCT .LOADS TO, THE:8UILOINO STRUCTURE. - .. . ANCHORS SHALL BE CORDON RESISTANT, SPACED AS, SHOWN ON DETAILS 'AND'INSTAUED PER :WILES-NSIRUCTIONS.^SPECFTED EMBEDMENT TO: BASE MATERIAL 'SIIAU. BEYOND WALL OFESSItNO OR STUCCO..'._:, ,.„ ...... A LOAD DURATION: INCREASE IS USED IN DESIGN OF ANCHORS INTO. WOOD ONLY. ALL SHIMS TO; 8E{HIGH IMPACT NON=METAwc AND NON-COMPRE308LE MATERIALS INCLUDING BUT NOT TAMED To SIm:/METAL SEREW5, THAT COME INTO CONTACT WITH' OTHER -DI59MIAR MATERIALS SOIL MEET THE'. REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS'PRODUCT APPROVAL B:GENERIC AND DOES NOT FRO'NDE NFOI ATON._ 'FOR A STYE SPECIFIC PROJECT, Le.' LIFE SAFETY OF THIS PRODUCT, ADEQUACY: OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNO. MOUND OPENING FOR MITER INFILTRATOR RESISTANCE ETC. - CONDMONS-NOT SOWN -IN T VS..DRAWNG APE TO BE ANALYZED SrMA1ELY. S.MANUFAURER' CTS LABEL SHALL' BE: LOCATED ON A READILY VISIBLE LOCATION I„ N ACCORDANCE NMI -SECTION 1709.9.3 OF RAMA BUILDING CODE LA iELNG TO. COMPLY. WITH SECTION 1709.9.2. -3/16 HEAT SIREN 0.GASS 090" Ntar-Dyr Trani PVB By %moray. Anwlca, Inc.' 3/I6' HEAT STRENT. GLASS 19?., 24`). AFFAS _n SUCONE . DOWSL 795 2 • • • •• • GLASS TITTC A-' OOMRAATOR 1 fl PROOJCLE SE ME 'MS PRODUCT CTKamm VALU Me P110101 TCM OF TIDOS NOD BASED o 'MS CONDITIONS EVALUATION 09 1)94 CCWVI GOES NOVr DEVIATE now THE ODNOIIN7N5 DETAILED 'ON,TM$ oan•rEF1c. . - 1-N6 PRODUCT Cm.UAION COMMENT RILL SE, CO9o0I40 I MO IF MJ0Eo 0Y ANY MEIIU. C-SI1E MIMIC PNDJELR SMALL *9 PREPARED a A FLORM q[MS7ERED DICKER CR/mFRCI MEOI.mu. MOT. 11E ENWImI or =ono (EAR) FOR TM PROJECT AND MID IFEL ex nesrOISSIi FOR TIE PROPER USE OF THE P.E.D. MIME* OF RECORD, AMINO AS A DELEGATED F . �. macs TO. me 'cm Gomm S*INL 9!1/f TD ma Lam1R THE say' Y' SPECIFIC 11/Ea1N CS FOR MOM. O- nos P.E.D. oval SEMI THE DA1! FMD MICE/N. SEAL No =mutest ro, . • TIE PROFUSI9ONIL moan a REO011D MAT FROMED D. FL #26942 Y � Aa 3/16' TEMP. OULSS. .3/6' ALR.SPACE -3/16' HEAT STREN'D. GLASS • •••• Tro Do PVB "- • • ••. . • \ '• • • • • • •,• •6wW01i • • } �•_OOILMIL. 795 • • •• •• ••• • 1 • • •• • •••• • • • I • •• • Ihetni aZ b II F it 4 i'] • • .:•• • •y.•• • jg• :' osc bi s i 18-36F' shoot -1.of 1O SEALED 4/18118' '40 1/2. 000R FRMIE 11101H 3/3"_._.. ...__.__. DOOR OPNO. YRDTN' 11. SURFACE.*RUED FALSE MUNTINS OR DF oRATNE GRILL MAY. BE USED.: .28.1/4» D.L.: OPO. '38 9/18: WWTH TYPICAL ELEVAT O �. x ) i MAXIMUM DESIGN LOAD ,RATING - + 80.0 PSF L; (FOR DIES SHOWN ABOVE OR SLIMIER) 80 0 PSF NOTE:. GLASS CAPACITIES ON 111S SHEET ARE BASED ON ASTM E1300-09 (3 SEC: -;GUSTS) AND FLORIDA BUILDING COMMISSION _DECLAPATORY.STATEMENT DCADS DEC-219 .11210L0D411141. ( XX ) • • • • •• ••• • • •••, • •• • • •••• • • • • • • •••• • • • • • •• •• •• • • • • • • • • • • • • • • • •• • •• •• • NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL: GLASS D.LA. FORMULAE: D.LO.WIDTH - FRAME WIDTH - 12.438. (X DOORS) - (FRAME WIDTH - 22.01/2 (XX' DOORS) D.L.O. HEIGHT-r FRAME HEIGHT 11.50' _FL #2894:2'�'' 1fOyY1g no. -18=36F d1Nt 2.o110 SEALED 4118/18 • • • .• • • • • •••• • • • • • • • • • • •••• • • •••• • •••• • DLSIGN LOAD CAPACITY - PSP SENO ALONE MAE SICELRES = SIDEIJTE SID3.11E - girgRour "MI MAW amteoRaric INCHES NCHES EKT.(+) T 11174-) 4 24 <., 80.0 MO 30 35 52 so.° # 50.0 , 39 ao.o iiiiii-1 -- , 42 74.3 1 74.3 24 *SILO " ..,.10.0_," 30 eo.o aiiii , 44444. 144- .44 38 84 00.0 50.0 F 39 , '.....840"-1 awl 1 42 74.3 1 74.3 24- j...110.0 1 80:13....4 38 90 . 80.0 110.0 ....---- 311. ' 80.0 ODA 42, ..„... .....—,..„. 74,3 4 1 74.3 24 30 Belo BOA 44,,,--• .....1.--,-^*t .30 60.0, f Kul ....—. ......... ......._. *39, , ' 24 i 80.0 t 80.0 . 0 t Imo "7- t - inc, 39 ,.26sruususa D.LO. HEIGHT (SIDEIJTE) - FRAME HEIGHT - 11.50' DLO. WIDTH (SIDELITE) FRAME WIDTH - 4.813' NOTE t GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTAA E1300-09 (3 SEC. GUSTS) r MD FLORIDA BUILDING COIALIISSION :DECLARATORY STATEMENT DCA057DEC-219 39 1/10. &MX. SIDEUTE 311/2. MAX. J ,,..1 'HEADYSIII"-' i 'CORNERS 4.1 I 1..6 , 1, i (D....[.. I . SURFACE APPUED FALSE 1ALINTINS OR DEO7RATNE GRILL MAY BE USED 13 1/27 HOC. - SILL TYPICAL ELEVATION. (0 ) srAo ALONE SIDEigg • • • • • • • • • • • • • • 000 • • • • • • • • • 4. • • • • • • • • • • 4 • • 4 • • • • • • • •• • • • 41 • • • a • • • • • • • • • a • • • • IP • • • • • • 70662 ... ... -.- , _ _FL #26c442 `‘'NAL • -1! .. .... drawing 18-=36F shock 3 of 10 SEALED A/18/18 DESIGN LOAD CAPACITY -, POP _.. SOLUTES WON BOWIE 0R OOIRIE LEV coons - -. (SEE N01EOO.0110 NORM FRAME WIDTH INCHES SERUMS FRAME - HEIGHT - DOESEXG(.) WITHOUT REINFORCING TRH REINFORCING _ ., 11T.(-) : EXT(+) 1 IN(.(-) 24 30 36 39 -42 62 - 80.0 1 00.0 rw;80.0. so.o0 It 80.0 { eo.o I 60.0 e...... eao I 60.0 .. *`80A I : 80.0 80A i 60.0 80.0 ( 80.0 ea0 t . 60.01 Boo i *so 24 30 36 4239 84 Imo _ i 00.0 w;- at. ram+ s DA1 80A 80.0 1 80.0 DOA i 00.0� 00.0`! 00.0�. 80A,`l0.0 80.0 80A ..... 40.0 4 80.0.E 30 3e 42 a �60 .,. 00.0 (- 80A 80A 8O.O e0A 60.0 ..'-'00.0( 00.0-'`ea0 77.0 r- 77A.., "00.0 4 ; 60.0 Imo 1 80A - 00A I 80.0 , 1 Leo: .80.0 I E0.0 24 I 30 36' 38 8D.0 60A 80.0 t '80.0 0�1 aao e0.D ) ` e00L _ _A 80.0I 80.0� 75.8 1 7G.S * 60.71 09.7 80.0 1. LOA 24 30 3• 39 80.0 I - 00.0 00.0 r) 80.0 80.0 8.0 71 0 71.0 05.5 65.5 * 80.0 I 00A 80.0 ' "80A ,60A 1 80.0;, I EXT. SMUT FRAME.<. REPI ORCO10 =A5 RECD. SEE CFNRT 000R FRNAE WEIR ..w NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITY SEE SHEET 3: FOR SIDELITE MULLION' CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM" pout,. SIDELITE OR MULLION CHART WILL APPLY TO MORE SYSTEM: 39 1/18' MAX. �SIDEt7'tE IWDTH 3 1/Y MMl. ' HEAD/SSL ( 1COMERS .-1 g1 d SURFACEAFAUED FALSE MONTHS OR; DECORAIIVE GRILL MAY DE USED 13 1/Y `MALF Fri -I SL 1 77 7/e' OOOR FWVIE_ WN71N - 78' MAX.... '' .. 000R 0P110. WIDTH HEAD 8 StL- ANCHORS AT. STILE *MUIUON ENDS*. ;x (4) AT.: 3" O.C: 34 1/4".. )' €. 28 1/4 •-ol: OP0. - D.L.`aPO:, ....s; • 28 1/4" DL OPG, 3e 6/1e• _. TYPICAL ELEVATION ( O-XX-O) 39 1/I6'. MAX. • •1 ••• ••1_ il (13 1 . •r •• •.. 34 1/4" ,FL #26942`. i0 il • • •,M• 1 I . I$ 1g II •.. g •., o ;t Q. I o ••j • • •• e 4 • • R •• • • ..a __ b' •.. , •6 I•1 •1 r •• ••4 vmnng no. Y8-36F j /f4nn111� `-- ,eha6t-4 01,101 ••• •• • • • • • • • • • • • • • • • • .••• • • • • • • • • • • • • SEALED 4118118 5/5" MIN. IMMOY1 BOLT EDGE, DIST. PENETRAIICN'Tee • . • • ' ' . TYPICAL mCHORS "SEE ELEVATIONS FOR SPAONG !, a .••• ' •••• • • • 7. i 4. iwicAL moons SEE ELEVATIONS FOR SPICING , PROPERLY SECURED MT W000 MUCK mpoco4.- SEE ELEVATIONS FOR SPACING 20'f O•000 BUCK - o• w000 smucrum 'SEE NOTE SHEET EDGE osr. fir ITYPICAL ANcHORs -,SEE ELEVATIONS FOR SPACING - 1BY OR 2BY WOOD BUCKS AM) METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED, BY GLAZING SYSTEM AND TRANSFER' THEM TO , THE BUILDING 'STRUCTURE. !EPROM: _ _ w e• 1/4" X 2 LONG 'WEEP SLOTS AT ir AND -31" -FROM 'EACH - END W2 .1/4! X 2! LONG'WEEP SLOTS AT 5" AND 31" FROM 'EACH END POURED & HARDENED Hal STROM GROUT re • 5000 PSI ION. NOT OY MR. GLASS MUST TRANSFER SHEAR LOADS TO 51111CItiRE LOAD BEARING (SOLID SNAG OPIIONAL TO GROUT) 'TYPICAL. ,ANCHORS:_SEE ELEV. FOR SPACING fe**" , 161/4 CIA.urmacom RY ELCo (FuTiri IQl. ry-155 KSO INTO 2BY WOOD BLICICS* OR Y/OOD STRUCT)RES I-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN.' EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4* MIN.:EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 2-'111N. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT —FILLED BLOCKS (JAMBS) (GTH0E 5 CK5) • INTO F.O.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS)' (3) THREADS MIN. TO OCIEND BEYOND METAL THICKNESS ALUMINUM: 1/8"•THK. MIN. (6063-75 MIN.) STEEL.: 1/8" TFIK. 36 Ks MIK) (STEM. M CONTACT wm4 gum/RN To BE RATER OR PARTED) • RMCAL'EDGE DISTANCE 7 INTO CONCRETE AND BLOCKS 2--1/2- MIN. INTO WOOD. STRUCTURE 1" MIN. INTO LIETAL'STRUCTURE,.• 3/4MIN. WOOD AT HEAD. SILL OR JAMBS SO 016 laRL CONCREIE AT HEAD. SILL OR JAMBS fo 3000 PSI IAN. C-29 HOUOW/FILLE) BLOCK AT:.MS fm 2000 PSI W. . • • IJETIL rSTRUCTURE • ••• • • ' . • • • d 1. • • ,....IA .• ,i, • • il . 1 • g••.••• • .,.TYPICOlvANCHORS• • • .I 1 ; 1 ,•••• • g i :14 • • • • ._ FOR SPAPNG • m • _11 i • • • • '• KO REVATIONS • • • • •• I •, • • • -,i, It• 11 a [Jo! o • • • i! F.B.C.ainiROVED l11 li CUPPED MUM** • • <,;' 0 ' 11 1 .. SEE SEPARNIE AFPIICLI, I 4 • I ' • ; 4- • I ll ' • 1 ,......-- ' - -01 I • • • e, 4 • • • 0 ALAI • • 1 i • • ' t ' • I • • & TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING " DOOR .,'DETAIILS 4511:3 A • Arm, — 36 F FL - - 126942 drawing no. SEALED4/18/18 • • • ,,.......c. --..., TYPICAL NiCHERS SEE ELEV. FOR SPACING i METM. sTRucruftE SEE SPEC SKEET 5 TYPICAL MOTORS ,SEE ELEV.tA' .roa SPICING 2 T. • (4:* ACTIVE LEAr 4-1 '2* •••••••••I. ovil• AA= Awl ••••••••C IOW . kV?) 25 • ® 11.1111 art 14') to, '•-• . . r..••••••MILEI110&4404.111rliai - 4 , EXTERIOR DLO. r LOCKS .. , ' -SEE SHEET II SINGLE DOOR FRAME VADTH .FCEI DESCRIPTION .. .. . .... , . r COD BUCK TPICAL, ANCHORS 14.SEE ay. FOR MONO EXTERIOR LEAF WIDTH• DOUBLE DOOR FRAME WP7IN INACTIVE LW r••06•41. 121' .LEAF WIDTH 4.44.4411.110, /4* MOO RUCK %4004140710 S I Nr. • • • • • • • •A'.. • • it .... • Tj • • • • • • • • • • • • • • • • • • • • 1/4' MAX. .FORp • • • • • • • • DOOR DETAILS ••‘ ........ t•-• .. 4.. • t*. 44-14' ....... 7 FL #26942 , SEALED 4/18/18 • • • • t • I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ; • ; EDGE DIST F'331.`313``33--;* TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ; 1 • 1 I 1 Lt.77! 111"! I E ; 7 • e• EDGE ThS ; PROPERLY SECURED IFIT 11100D BMX • o r•, r I34.4-11 J--1P15— t".33,,••4I7 ` 1 1 1 i 1 I 3 4' 4 1 1 1 It IQ e,''''`,=".`L • 7:4t4,7 ^,iO3 TYPICAL' ANCHORS SEE ELEVATIONS • 'FOR SPACING - , ` 1 T1 I. 1 I Ir114t 11 1 1 31i /11 11`,,,f1,1111 1, 11.111/t 4I 43,314-11 I 1/4*`.11AX ' I rmicAL MOORS SEE BEV.. FOR SPACING • to • I ' I 4 o o ..t I i34+. 3 3 I POURED & KVIDENED- HMI SRI:NOM GROUT; 1 re • 5000 P9 ION- 3 NOT GY r MUST 111ANSFUI SHEAR LOADS TO STRUCTURE 'LON) REARM .4 (SOUD SHIMS / 1 I OPT�TO GROUT) 14ICHORS 1 1 •SI4E'ELEVATIONS• ' -4 4-. SII I • gia I I 1 I ' 1'] •;.•..., i t I 4 ; 1 1 •rt4111 ,„t ..,„.,.,..•,..11iii,iirlli 1 : o ° , 1 . o 1 , 3 1 • 1 11 I iI 133' . . . i 31114341,4...3..; 4,8434.14 411..,• , ;XIII; il " 1, r,1`111-414 f1141°13.`i'e.irli3rti4 1,I1iTol!I ,, , ,_;..,, 1. I I I .1 ; ,4 , 1. .;...) I t ..1 t,o,..t 1 i i ro..._.....,i 1...;. I -; Lk I7, 1 •••0411.111.1I111.4 1, • r • ISZEUTE FLVME WID7H DOOR FREME,ID111 1 111,111,11 11111 .o; .tti; f 1...1„,11 111 14 11 ,f. 44,,, .i,,1111.1"1 113 YP TICIL ANCHORS . . ,.1, fol. .IDT 'of rf o 1 i , o SEE ELBE r'oo4 ' 1/4.-.1,1AX. ` ' ' FOR w' 1 lirAX..1 I I , . ; , 4 , 1/4: MAX r"-`—` I'''l 'II t 4 1 1 , -o I---7iii•-i."``' I i ' EGY VIC00,134,ICK ` ,TYPiCAL P&CHONS \ OR 13 r ' ' , EW11 . _, . i : 1 ' WOOD:S4RUCTURE ; , L i o SEE ELEV. . FORIPACINCI FOR SAWRIG ranci.t. ANCHORS ',SEE ELEVATIONS • FOR SPACING 3 • ; ' — . • "..re-i•f",,,or; Fr•or•-,1•41441.. . ' ; IEL OPG. , , I ' 1111(7',,, , t . o , , , , , , . XTEII012 ; I 1 I ; 1OE tr1i MAL STRuCIVRE I -1- t. *.t-a oo?;A re•ocx ANCHORS 1 E oxymora , FOR SPACING ' f '3 13414 3 1 1 4 `• 1 , 1 1 1 1 1 1 1 1 11,11 11 tjtlll 1 1 '3 1 433:11 34 II 1 4- A ," e ' ', ,3 : 4 4f, • ,' '11 t II: ' si' 1" S-. ' • 3 ' 1 ' • j kff ,TEICS OR I t; r 3—t12- FROM ENDS I f AND 12. 0.0 MAIL ..4 1 t 1 '1'11'111 4 11` ,1 I 1 1 1 ; •SEE tiOTE SLEET i` e te 4 I I I 1 1 r, I t - 14 • • • •44 • • III, 1 • • • • • t • I • , • • , `- • -111 ' 4 • • 1 1.• i ; A • A , I •'• • • • • 'ID. • . 4 1 • • • • 0 44 .141.1i I • • • I 13** 4 11.1 ' . . .., ,.1 ei,............ ''SIDELITE DET'—":11131 liTir ash-- ".4`\IPSIAti ii ""11; • • '' 11111°11)9,401/a3i ,..i'' droving no. . a 13436F - :, I ; 44. ......'••••• FL .#26942 2e9irt, ' %.: — L SEALED 4/18/18 • EilvA17:• sPootiG • • r7-3 iro•I ####‘ # • •• o at- LOCKS:' Ol'FIGN Yl: ACTIVEI F .. 3 POINT LOd( ASSEMBLY Dw1-6065 8Y 'INTERLOCK USA INC.' .(11LOCIQNGPOINTS ENCASES AT INAClIVE LEAF AT STRIKE PLATE 1/r 0I* .0OL1S WTM 5/8•. MOW (I) AT TOP ENGAGING FRAME HEAD AND (1) ITT'. BOTTOM ENRAGING. FRAME SILL THROWDODS ATTACHED TO LOCO EN 3/6''OONIECCELC RODS LACK HANDLE LOCATED AT 42-1/2` FROM BOTTOM 2 POINT LACK ASSEMBLY BY INTERLOCK USA INC.* 1/2".Di BOLTS WBN:: 5/8'-,THROW-AT: TOP MDBOTTOM ENGAGING FRAME HEAD AND FRAME SILL mow BOLTS ATTACHEDE1D LOCK or 3/a".CONNECTING RODS LOCK LOCATED AT_42-1/2' FROM/ BOTTOM :.LIE. SURFACE wow METALLIC HANDLES AT 42-1/2'FROM' BOTTOM. FASTENED' TO ACRVE AND INACTIVE LEAF LOCK STILES WITH (2) 1/4-20 3 1-13/16' CONE HEAD MB. (4) 1/4-20 X 5/16" SET SCREW ' 112)E.io• f SURFACE BDL7S'BP 'SULUVAN t. ASSOC.' MAMIALLY:OPERgoD LEVERS 'morn, .ON SALE FACE. 'LOCATED AT 1-2"BOT ' AND 66' FROM' TOM . FASTENED TO -Lock STLE WIN + S X 3/4",FH SUS (2) SCREWS PER BOLT ''jiimzuwE LEAF CONC:EILFD FLUSH 80L75' BY 'SULLNAN'& ASSOC: MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF SIDE LOCATED' AT . 25" FROM TOP.. AND 12' FROM BOTTOM FASTENED TO LOCK STILE ram .8 X-3/4" FH;SNS (2) PER BOLT 'HINGES: LDNC' ALUMINUM..... BUTT, HINGES BY •'SULLNAN & ASSOC.' AT 6'.FROM TOP 4D BOTTOM AND ONE AT MIDSPMI OF LEAF FASTENED T0 FICAME WITH (6) /10 X:.3/4"EH' SELF DRILLING SCREWS FASTENED_ �1D LEAF' WITH (5) /10 X'3/4" PH SELF,,DIDUNG-SCREWS $EA IN 'S: ALL JO047s ANN1 FRAME CONNECTIONS SEALED wm1 WHIIE/ALIJLYNUA COLORED SIUCONE 1 T0M / : PART / J . .; . RIND. , , DL cREPTIO 1 - YATBYIAL.:; ,MAN►./60PPL13R/Iu1MX3 .. _ 1 E3008, As RE00.. 000R FRAME HEAD/SOL , 1 6063-T6 - - -2 E/018 - ' AS RECD. FRAt ,COVER „ , 6063-T6. - �".. ._ 3 4 5 E3008- AS REIN. DOOR FRAYS JNAR 6083-T6"; - _.. EMIT = As RDOD. AS sow. SIOEUIE roP It BOTTOM FRAME. -._ 003-ra -. - ._. • �+-�- �.--� E3007 SOEUTENMS MOLE, 6003-TO, - • • 4 _ •. • 6 7 6 ESOOH , .E3010 - " AS REgI SDEUIE. JAMB MALE. . 8063-m . • • • AS REGD. AS REM SUSIE SUP ON. MS LEIF .TOP it BOTTOM Rm. 0063-m r.., - _ _ • 1 6063-m. - • • .."..- .RE00.HONE As REQ0.} nm "�� .+a,. ..: 10 11 $'"72 13 • f -+ .W. 14 .4.0.. • 16 —..•...- 1611 r.'AS E3003 STILE LOCK SDLL "6063-TB 6003-m 6063-T6 8063-m -�M - -ear 1 6063-m 083 T8 6063-m - - • . L7004 ti aroF,. + , 4. E3013 �0015 �.,., - ; E3016 - - As REOD. AS REGD. 4+: .e 1 . A4 REIM. AS REDD. ASTRM.N. 57RE - SI•6,, COVER _ ... �_ p• - t °• • ••• ""'... •- .. ,• � • • • • • b is<w:.. n... .q,.. - 4. • • . F .mac-1f u M v.,+ SIDDRE MULDN IIF7NFORCD --- . SHEAR BLOCK s r-.• �`-. '—.` �•'• Ic c - • • Ia • • • a6..I SHEAR BLOCK NUT . 3• LO,*G •' . • e-1/2'.LONG FDF ;I11N6 O,i AF.F; E3016 •- 2/ HINGE MACE a1C1I —PUTE� - 6003-m 6063-11 ''17. 1+- -_ -E8001 J AS RE00.. _ CLA2NC READ (LAY.' CLASS) _ .44f - - ", • •, 1-7A�j'' 18 .. .,..41. 10• I 1 20 .J21 1 ( .....E0002 `'"' E7012 .r....r•. 1 1s.6010. SC AS RE00. AbNO BEAD (NSUL' TAIL 0-ASS) 0003-m - , _ • •. ,... _,. .a. • INTER EVNTE HOR070MK -, ' .-606S-m -. .. • • C30-01 ^.-.. C10-04" r.... AS•REQO. -INTERIOR AS REND. CLANS SPACER SANEOPRENE OUROYETER 70,35 MORE A ` EXIHWR CLAMS Goner SNITOPRilE . ' ,.. w. ,-w.--...,.-.._. OIRXMIETER-TOSS SHORE A OUROMETER-TANS SHORE A-...........,-.4.,„. 's:. .. C30-02'.. AS•REOD.' 000B1L no AIR S&L'IrSTREPEIG` , SNITOP EICE W)1326tAC As tCfAO.: AS RECD. WUM/91RPPN0 *.».,_ - WOOL SNPCOPRE'NE ��'EMI a OLTRAFAB.._23 `G10-05 " BUA Y'8 .1RIPPINO ,� w ., , EPO4 ..yam-•----�'-- 24 i 25 25A ' 28 27 4 26 - � -!* _ 2/ UTE - 3/ LEAFS' - ..: b . sumo KOCK 1/8' X 1 X 4• LOAD AT 6' FROM CH END, DUROMETER 8065 ,� EACH �F107 , _..t /10 X 3/4' . - B_ UR MNOEa_ ._ ,� ALlM01NiY Si. - m : .ara,-_STEEL ST. STEEL +r-..',---° r.<__ SST. STEEL- IHRH ... ...aFy ytILUMb; A590C ' AT S16 ^«* = s '� m*�*+^^"' +r +. H:- .. l: MICE INSTAUA110N FASTENERS 1 X 1 1/2'.aae AS REM. FRM['ASSEMBLY SCREWS _} HON SMS - +�•-•r:. a HEX SOCKET HEAD SCREWS µ -.t 3/5 X 1'. 112-X 1-1/2'- AS READ. AS READ. y SHEAR BLOCK FAMINERB .... ...�.a,.. SHEAR BLOCK FA5TIDIDIS 1-- ..�-, ,04.1.: »M SMS �.� ,- L� OP • • . dlmritly no. -i ': °T61»'�'p 18 '36F. FL-#26942�''i, �aNAitt `'� ihiK_ 4)Oi SEALED 4/18/18 • • l 7 i DOOR FRAME HEAD/SILL ( LEAF TOP/BOTTOM. RAIL IA13 0 SIDEUTE TOP & BOTTOM FRAME .736 2.241 1 _ 0 SNAP COVER .0110.1YP. { �. .. ASTRAGAL STILE„._. 6) DOOR -FRAME -JAMB n GLAZING BEAD r _ _ uu. CUSS_, INTERMEDIATE HORIZONTAL 16 SHEAR BLOCK NUT ® •HINGE BACKUPPLATE _ SIDEUTE JAMB MALE GLAZING BEAD fSUL. L IL CUSS .241 12) FRAME COVER,. u .SHEAR BLOCK •SIOELITE JAMB COVER _ 8 SIDEUTE REINFORCING . •.•• • • • • • . .• . .•• • • • • •.•• • • •• •• ••. • • •.•• • u • • • • • • ••• • • .•.• •• .• • •• • ••l .• oawt .•' FL #26942 '''!! i+�IYAL;``r• :3 drawing no. 18-36F Chat 9 of 10. SEALED 4/18118 ••• •' • ••• • ••• • •• ' •• ••• •: ••• • • • DOOR FRAME CORNER Far enfihi $ SIDELITE FRAME CORN 4,01 • • •• ••• •••• • • • ••• •••• • • • •• •• • • • •• • • • • • • • • • • • •• • ••• • •• ••• SEALED 4/18/18 • • • • • • • • • • ••• • •• ••• ••• • • • •••• • •••