BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL26351 Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305) 470-8284 [email protected]Authorized Signature Yiping Wang [email protected]Technical Representative Augusto Arias Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305) 470-8284 [email protected]Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Yiping Wang Florida License PE-55983 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Sifu Zhou, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL26351_R0_COI_Certificate of Independence SS.pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code
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BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
Product Approval USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL26351Application Type NewCode Version 2017Application Status Approved
Comments
Archived
Product Manufacturer Mr Glass Doors & Windows Inc.Address/Phone/Email 8120 NW 84th St
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emailsprovided 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, pleaseprovide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
STEP 1: DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WINDVELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7-10STANDARD BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT.
STEP 2: SEE SHEET G1 FOR GLASS OPTIONS AND CHART FOR APPROVEDLOAD OF DESIRED FRAME SIZE WITH GLASS OPTIONS.
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWNABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBINGPICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE ASSHOWN IN DOTTED LINES AND OBTAIN ALLOWABLE LOADSFROM THOSE SHAPES.
WIDTH OR LENGTH DIMENSIONS CAN BE ORIENTEDVERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
FLORIDA APPROVEDMULLION AND MULLIONANCHORS SEE SEPARATEAPPROVAL
MIN
.EM
BED
MENT
MIN.EDGE DIST.
1/4
" M
AX.
SHIM
CONCRETEf'c = 3000 psi MIN.
ANCHOR OPTIONS :
TYPE "A": 1/4" DIA. 'ELCO' ULTRACON (Fu=177KSI, Fy=155KSI) 1 1/2 " EMBED INTO WOOD (SG=0.55)
TYPE "B": 1/4" DIA. 'ELCO' ULTRACON 1 3/4" EMBED INTO fc'=3 KSI MIN. CONCRETE OR THRU 1X WOOD BUCK INTO CONCRETE W/ 1 3/4" EMBEDMENT INTO CONCRETE
1/4" DIA. 'ELCO' ULTRACON (Fu=177KSI, Fy=155KSI) 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY)
OR THRU 1X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY)
TYPE "C": #14 SMS SCREW (Fu=74KSI, Fy=57KSI) INTO 1/8" MIN. THK ALUMINUM MEMBER (6063-T5 MIN.)
#14 TEKS SCREW (Fu=120 KSI, Fy=92KSI) INTO 1/8" MIN. THK STEEL.
F.W. F.W.
FLORIDA APPROVAL MULLION SEE SEPARATE APPROVAL
TYP. ANCHOR SEEELEVATION FOR SPACING
TYP. ANCHORSEE E1 FORSPACING
SEALANT:ALL JOINTS AND THE FRAMECONNECTION SEALED WITH SILICONE.
WOOD BUCKS AND METAL STRUCTURE NOT BY MR.GLASS WINDOWS AND DOORS, MUST SUSTAIN LOADSIMPOSED BY GLAZING SYSTEM AND TRANSFER THEMTO THE BUILDING STRUCTURE
FLORIDA APPROVEDMULLION AND MULLIONANCHORS SEE SEPARATEAPPROVAL
MIN
.EM
BED
MENT
MIN.EDGE DIST.
1/4
" M
AX.
SHIM
CONCRETEf'c = 3000 psi MIN.
SEALANT:ALL JOINTS AND THE FRAMECONNECTION SEALED WITH SILICONE.
WOOD BUCKS AND METAL STRUCTURE NOT BY MR.GLASS WINDOWS AND DOORS, MUST SUSTAIN LOADSIMPOSED BY GLAZING SYSTEM AND TRANSFER THEMTO THE BUILDING STRUCTURE
ANCHOR OPTIONS :
TYPE "A": 1/4" DIA. 'ELCO' ULTRACON (Fu=177KSI, Fy=155KSI) 1 1/2 " EMBED INTO WOOD (SG=0.55)
TYPE "B": 1/4" DIA. 'ELCO' ULTRACON 1 3/4" EMBED INTO fc'=3 KSI MIN. CONCRETE OR THRU 1X WOOD BUCK INTO CONCRETE W/ 1 3/4" EMBEDMENT INTO CONCRETE
1/4" DIA. 'ELCO' ULTRACON (Fu=177KSI, Fy=155KSI) 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY)
OR THRU 1X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY)
TYPE "C": #14 SMS SCREW (Fu=74KSI, Fy=57KSI) INTO 1/8" MIN. THK ALUMINUM MEMBER (6063-T5 MIN.)
#14 TEKS SCREW (Fu=120 KSI, Fy=92KSI) INTO 1/8" MIN. THK STEEL.