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WS-18-379
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Parcel Number Permit NO. W S-2-18379 Permit Type: WindowslShutters Classification: Door Replacement Permit Status: APPROVED Issue Date: 5131/2018 11300 NE 2 Avenue Number: Dalton Hall Miami Shores, FL 33138-0000 1121360000050-19 Block: Lot: Owner Information Address Phone Expiration: 11/27/2018 Applicant BARRY UNIVERSITY INC Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) DADE CONSTRUCTION CORP Phone (786)564-7623 Cell Phone Valuation: Total Sq Feet: $ 27,000.00 0 Type of Work: RETROFIT (2) STOREFRONT GLASS ENTRY No of Openings: 2 Additional Info: RETROFIT (2) STOREFRONT GLASS ENTRY Classification: Commercial Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $16.20 $2.00 $2.00 $5.40 $120.00 $45.00 $9.00 $21.60 $221.20 Pay Date Invoice # 02/13/2018 05/31/2018 Pay Type WS-2-18-66445 Credit Card Credit Card Amt Paid Amt Due $ 50.00 $ 171.20 $ 171.20 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Structural Review Building Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMB! G, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: ' ertify construction and zoninthe Author'zed n .' ure: at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ore, I = uthorize • - above -named contractor to do the work stated. :T-eiln i F-6,r �JG rno r\ Applicant / Contractor / Agent May 31, 2018 Date Buildin • epartment Copy May 31, 2018 1 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 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING 0 ELECTRIC 0 ROOFING ❑ REVISION 0 EXTENSION R-P' Tn i vED F B 1 18 6/Lh FBC 20 11 ViS 1 RENEWAL PLUMBING n MECHANICAL (PUBLIC WORKS n CHANGE OF n CANCELLATION n SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2ND AVENUE / �0 1 Y1 , fl5 ;Y"� ( 1) +in ) 1 City: Miami Shores County: Miami Dade T-'Zip: Folio/Parcel#: 11-2136-000-0050 Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: CBS Flood Zone: OWNER: Name (Fee Simple Titleholder): Barry University Address: 11300 NE 2ND AVENUE NO NO BFE: FFE: Phone#: (305)899-3790 City: Miami Shores State: FL Zip: 33161 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Dade Construction Corp. Address: 13372 SW 128th ST Phone#: (786)564-7623 City: Miami State: FL Qualifier Name: Jonathan Cuesta State Certification or Registration #: CGC #1520491 DESIGNER: Architect/Engineer: Infinity Engineering Zip: 33186 Phone#: (305)298-5952 Certificate of Competency #: Phone#: 786-287-3922 Address: 14746 SW 60 ST City: Miami State: FL Zip: 33193 Value of Work for this Permit: $ $27000 Type of Work: I I Addition n Alteration Square/Linear Footage of Work: 150 SQ FT n New n Repair/Replace Description of Work: Retrofit (2) Storefront glass entry's Demolition Specify color of color thru tile: Submittal Fee $ 5Q{iCl Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ Radon Fee $ CCF $ CO/CC $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 14-\ 2i (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address N/A 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. I the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this Irl day of �.I AVO/g, 20 1 _ , by SIiISAN (tosomaikl, ,who is personally knoj[n to Signature The for CONTRACTOR trument was acknowledged before Rie this f , (AJ\JIJ.! 7 , 20 J by �JP ( _ who isYn r or. ally kno to for who has produced as me or '('o has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY (Revised02/24/2014) ay 11 Notary Public State of Florida Jeeffry J Yao My Commission FF 168481 • µeP Expires 11/12/2018 identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Brian Magadan "v'= Commission # GG069275 *iixplrest * fed * *** *2021 Bonded titre Aaron Notary Plans Examiner Zoning Structural Review Clerk Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-2136-000-0050 Property Address: 11300 NE 2 AVE Miami Shores, FL 33161-6628 Owner BARRY COLLEGE Mailing Address 11300 NE 2 AVE MIAMI SHORES, FL 33161-6628 PA Primary Zone 8200 SCHOOLS & CHURCHES Primary Land Use 7241 EDUCATIONAL/SCIENTIFIC - EX : EDUCATIONAL - PRIVATE Beds / Baths / Half 0/0/0 Floors 2 Living Units 66 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 623,362 Sq.Ft Lot Size 1,740,400 Sq.Ft Year Built 1954 Assessment Information Year 2017 2016 2015 Land Value $6,961,600 $6,961,600 $6,961,600 Building Value $38,439,360 $36,913,434 $33,497,476 XF Value $2,607,248 $2,628,780 $2,554,483 Market Value $48,008,208 $46,503,814 $43,013,559 Assessed Value $48,008,208 $46,503,814 $43,013,559 Benefits Information Benefit Type 2017 2016 2015 Educational Exemption $48,008,208 $46,503,814 $43,013,559 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 36 52 41 40 AC SE1/4 OF NE1/4 LESS E35FT & LESS W4OFT LOT SIZE 1740400 SQUARE FEET Page 1 of 1 Generated On : 2/13/2018 Taxable Value Information 2017i 2016 2015 County Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 School Board Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 City Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 Regional Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 Sales Information Previous Sale Price! OR Book -Page Qualification Description The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 2/13/2018 2017 FLORIDA NOT FOR PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT# 711458 Apr 27, 2017 Entity Name: BARRY_UNIVERSITY-INC. Secretary of State CC2519040112 ' Current Principal Place of Business: 11300 N.E. SECOND AVENUE ROOM 105 FARRELL HALL MIAMI, FL 33161 Current Mailing Address: 11300 N.E. SECOND AVENUE ROOM 105, FARRELL HALL MIAMI, FL 33161 FEI Number: 59-0624364 Name and Address of Current Registered Agent: DUDGEON, DAVID 11300 NE SECOND AVE LAVOIE HALL #209 MIAMI, FL 33161 US Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Officer/Director Detail : Title S Title T Name DUDGEON, DAVID Name f ROSENTHAL, SUSAN1 Address 11300 NE SECOND AVE Address 11300 N.E. SECOND AVENUE City -State -Zip: MIAMI FL 33161 City -State -Zip: MIAMI FL 33161 Title D Title PD Name BUSSEL, JOHN Name BEVILACQUA, SISTER LINDA Address 11300 NE SECOND AVE Address 11300 NE SECOND AVE City -State -Zip: MIAMI FL 33161 City -State -Zip: MIAMI FL 33161 Title VP Name MURRAY, JOHN Address 11300 N.E. SECOND AVENUE City -State -Zip: MIAMI FL 33161 Date I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 617, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: DAVID DUDGEON GENERAL COUNSEL/SECRETARY 04/27/2017 Electronic Signature of Signing Officer/Director Detail Date DADEC-7 OP ID: M6 .4coRO" CERTIFICATE OF LIABILITY INSURANCE �..--- RATE(MM1DR(YYYY) 01/17/2018 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 thls certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). PRODUCER BROWN & BROWN OF FLORIDA INC 14900 NW 791h Court Suite#200 Miami Lakes, FL 33018.5889 Ramon A Rodriguez CONTACT µm:Ramon A Rodriguez NAMIS (AJCCNN .Exc):305-364-7800 ac,No1: 305-714-4401 E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC 0 INSURER A:Amerisure Insurance Company 19488 INSURED Dade Construction Corp 13372 SW 128th Street Miami, FL 33186 INSURER B:Amerisure Mutual Insurance Co 23396 INSURER c:The North River Ins. Company 21105 INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 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 TYPE OF INSURANCE AINSD WVD POLICY NUMBER (MMIDDIYYYYI fMMIDD/YYYYI_ LIMITS A X COMMERCIAL GENERAL LIABILITY CPP2104000002 01/23/2018 01/23/2019 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENt AGGREGATE X LIMIT APPLIES PER jECT n LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ A AUTOMOBILE X — — UABIUTY ANY AUTO ALL OWNED AUTOS HIRED AUTOS — __--„ SCHEDULED AUTOS NON -OWNED AUTOS CA21039990002 01/23/2018 01/23/2019 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 Beaux INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ C X UMBRELLALIAB EXCESSLIAB X OCCUR CLAIMS -MADE 5811101064 01/23/2018 01/23/2019 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 $ DED RETENTION $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITYYj(N(NfA ANY FU oFFICEO EM ERE CLUD OR/PARTNER/EXECUTIVE Li (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below WC210400101 01/23/2018 01/23/2019 X PER OTH ER E.L. EACH ACCIDENT S 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT S 1,000,000 A Inland Marine CPP2104000002 01/2312018 01/23/2019 UR Equip 100,000 DED 1,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS f VEHICLES (ACORD 101, Addldonal Remarks Schedule, may be attached If more apace Is requl ed) CERTIFICATE HOLDER CANCELLATION MIAMISH Miami Shores Village 10050 Northeast 2nd Avenue Miami 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. AUTHORIZED REPRESENTATIVE I Brown end Brown of Florida, Inc. ACORD 25 (2014/01) ©1988.2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD flOR:DA DCPARTMIINT Of Business Professional Regu ation r I. OFFICE OfJHE BCIS Home ( Log In j User Registration j Hot Topics j Submit Surcharge Stats & Facts i Publications I FBC Staff j BCIS Site Map I Links j Search Product Approval USER: Public User Product ARproval Menu > Product or A0plication Search > Application List Search Criteria Code Version 2017 FL# Application Type ALL Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results - Applications Refine Search 18411.1 ALL ALL ALL ALL ALL ALL ALL FL# Typg Manufacturer Validated By. Status FL18411- Revision Mr Glass Doors & Windows Inc. FL#: FL18411.1 Model: Series MG-6000 Aluminum Window Wall System Description: Large Missile Impact Resistant Aluminum Window Wall System. Category: Panel Walls Subcategory: Storefronts Ammad Riaz, P.E. (786) 390-5097 Approved R2 His ry- *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M Credit Card Safe sccuritvAsi-ritiCS" • • • • • •• • • • • • • • • • • • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • •• • • • • • • 5/9/2018 • • ••. • • . ••• Florida Building Code Online • • • • • • • • • ••• • • • • • • • ••• • • • FLORIDA DCPARTMEIJT OF Business • .• • • • • • • • • • Professional • ••• • • • • •• •• • •• • - • • •-- • -• Regulation • • • 6C16 Homo+ I Lot; In • • ••• •• • • • • • •• r►'OFFICE OFFTHE ■SECRETARY ser'R• eg istrationn Praduot•Approval I SiR .Public user • •• • • • • • • • • ••• •• Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL18411-R2 Revision/ 2017 ✓ Approved Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Panel Walls Storefronts https://wa7w.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsGsvRHab6W7Eihk14GwVNugliH18N62mLGgC%2f9PTyVgg%3d%3d 1/3 5/9/2018 Florida Building Code Online • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • Cen t.arica Method • : • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • • • • • • O Evaluation Report - Hardcopy Received •• • • •• • •• •• • • • •• • • • • • •• • • • •• • •••• • • • • • • • • • • ' FlorideEhgin@er ot'Rrchttect Name who developed JAVAD AHMAD the Evaluation Report • • • FPrtda ticEPV ; • • • • • PE-70592 •:c iti Entity Keystone Certifications, Inc. Qtality'Asskirbntraitract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. OO Validation Checklist - Hardcopy Received Certificate of Independence FL18411 R2 COI SS-MG-6000 WW (LMI)-CI 2017.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year AAMA 501 2005 TAS-201 1994 TAS-202 1994 TAS-203 1994 Product Approval Method Method 1 Option D Date Submitted 02/13/2018 Date Validated 02/13/2018 Date Pending FBC Approval 02/19/2018 Date Approved 04/10/2018 hops://www.floridabuilding.org/papr_app_dtl.aspx?param=wGEVXQwtDgsGsvRHsb6W7Eihk14GwVNug1iH18N62mLGgC%2f9PTyVgg%3d%3d 2/3 5/9/2018 • • • • • • • • • • • Florida Building Code Online •. •• • • • •• •• • • •SQmrla. pf?roducts • • • •• • • • • • • • • •• • • •• • • .• • • . • • ••• • ••• • •a• FL # Model, Number or Name Description 1.1.8411.4 • • • • • ••• • • • ••• ••• �• • ••• • • • Series MG-6000 Aluminum Window Wall System Large Missile Impact Resistant Aluminum Window Wall System. • • • • • 'LimitS"Af USIe ••" • Approved for use in HVHZ: Yes ppprgved.for.ySe Qytside HVHZ: Yes =p!pact FCefistant!.Yes D4sibr>t P3ss1Ire: +i00/-145 Whet*: Sdeingtallatron drawing W15-71 for span vs. load combinations and installation details. Installation Instructions FL18411 R2 II SS-MG-6000 WW(LMI)-2017 DWG W15- 71.pdf Verified By: JAVAD AHMAD PE 70592 Created by Independent Third Party: Yes Evaluation Reports FL18411 R2 AE SS-MG-6000 WW (LMI)-PAE 2017.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Ciedit?Card .Safe. 5ecuritvAtETRICS' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsGsvRHsb6W7Eihk14GwVNugliH18N62mLGgC%2f9PTyVgg%3d°/a3d 3/3 AL-FAROOQ CORPORATION UlmCONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION •• RULE CHAPTER #61G20-3 • METHOD 1 OPTION D • • FL Mi • • Datq QZL09/201$• • Detailed Product Description: Manufacturer: MR GLASS DOORS & WINDOWS, INC. Manufacturer Address: 7440 NW 66 STREET MIAMI, FL 33166 Model Name: SERIES MG-6000 ALUMINUM WINDOW WALL SYSTEM Maximum Frame Width: 72" Maximum Frame Height: 144" Maximum Load: +100 PSF, -145 PSF (Large Missile Impact) Installation Drawings # W15-71 • . • ••• ••• •.•• • • • • • • •. • • • • • • •• . • • • • • ••• . This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combinations of span vs. load and anchor type. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 501/101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT DATE TEST REPORT # Test Sealed by ASTM E283 Air Infiltration Leakage Fenestration Testing Laboratory 08/06/2015 FTL-8021 Idalmis Ortega, P.E. ASTM E331 OR ASTM 547 & TAS 202 Water Penetration Fenestration Testing Laboratory 08/06/2015 FTL-8021 Idalmis Ortega, P.E. ASTM E330 & TAS 202 Uniform Static Air Press. Fenestration Testing Laboratory 08/06/2015 FTL-8021 Idalmis Ortega, P.E. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT DATE TEST REPORT # Test Sealed by FBC 1626.2 (TAS 201 & 203) ANSI Z97.1 Large Missile Impact & Cyclic Fenestration Testing Laboratory 11/12/2015 08/06/2015 FTL-8643 FTL-8021 Idalmis Ortega, P.E. Idalmis Ortega, P.E. Under the limitations of the attached installation draw above product conforms to the requirements ngs, to the best of my know of the 2017 Florida Building edge and ability, the Code. Evaluation Report Engineer: Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 „,,,,,,.,,,,. .,,s.sP�pOEANyq,••„ ' No 70592 �; - ),. %ST o �1.O�(S'!.,oAto:,' Sealed:2/13/2018 9360 Sunset Drive Ste 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooq@afceng.com • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• ••• • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • • • • • •• •• • • • • • • • • • • • • • •• • • •• • • • • •• • ••• 1 ■ • D. L OPG. SEE SHEET 2 • • •1 • • W • • ••• D. L OPG. SEE SHEET 2 • • • • • • • • • • • • • 1 WW O C • •• •• • • •• • • • • • • • • •• • • • •• • • • • D •• • • • • • • • • • • • • •• 80 D. L. OPG. SEE SHEET 2 / 4' OPTION WITH HEAD/SILL CORNERS J AMAMI:0R5 4" TW. SERIES MG 6000 LUMINUM WIN OW WA SY EM THIS STJItM IS RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BURRING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMTTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL II) t 1 11g 1 1 1 f \ ANCHORS TYPE A, B OR C --2, 3, 4 OR 5 AT EACH JAMB SEE SHEETS 5 THRU 7 T ANCHORS TYPE A, B OR C —2, 3, 4 OR 5 AT EACH SIDE OF MULLION SEE SHEETS 5 THRU 7 TYPICAL ELEVATIONS INSTRUCTIONS. USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEET 2 FOR GLASS DESIGN LOAD CAPACITY. STEP 3 CHECK MULLION DESIGN LOAD CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 & 4 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 STEP 5 aSTEP 6 STEP 7 USING CHARTS ON SHEET 5 THRU 7 SELECT ANCHOR OPTION WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. FOR SECURED JAMB OPTION CHECK JAMB ANCHOR CAPACITY USING CHART ON SHEET 10. THE LOWEST VALUE RESULTING FROM STEPS 2, 3, 4 AND 5 THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED THRU STEP 1 STALL APPLY TO ENTIRE SYSTEM. FOR SYSTEMS WITH UNANCHORED JAMBS, USING SHEET 9, DETERMINE THE MIN. t MAX. GAP DIMENSIONS. D.L. OPNG. SEE SHEET 2 AS n UNSECURED JAMBS OPTION 1 O O SECURED JAMBS OPTION N N �Fj S W -i O N d1 1 I Il 4" _L- HEAD/SILL CORNERS 4" TYP. III ANCHORS TYPE A, 8 OR C --2, 3, 4 OR 5 AT EACH JAMB SEE SHEETS 5 THRU 7 SINGI F 'ID' PANFI • FRAME WIDTH = D.L.O. WIDTH + 5.0" FRAME HEIGHT = D.L.O. HEIGHT + 5.0" PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. LARGE MISSILE IMPACT A— CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE 00E5 NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B—THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C— SITE SPECIFIC PROJECTS SHILL BE PREPARED BY A FLORIDA REGISTERED ENGINEER DR ARCHITECT WHICH WALL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO *AL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 0—THIS P.E.D. SHALL BEM THE DATE AND ORIGINAL SEA AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. • ``ITT 1111111\ J �CEN . OF • Sealed: 2/13/2018 MR. GLASS DOORS do WINDOWS INC 7440 N.W. 66 STREET MIAMI, FL 33166 TEL (305) 470-82E4 FA)(. (305) 470-82e5 Ni drawing no. W15-71 (sheet 1 of 12 • • • •• •• • • • • • • • • • • • • • • • • •• • •• •• • •• •• • • • ••• •• • • • • • • • • • •• • • • • • GLASS LOAD CAPACITY - PST D.L.O. D.L.O.L O. 1/4' HEAT STREN'D GLASS - 1/4' HEAT STREN'D ASS WIDTH WIDTH f V m Ln ._..._._ a:t '' `, T • 090MN Intedoyer 090' Intenoyer NOMINAL DIMS. 1... y.11 i ,GI4 , G Oil • GRL'�•G2LI• • • • • • • • • • • • • •,�, .�, ,�. . = Troslfel By PVB 'kuroray America, Inc." 1/4" HEAT STREN'D GLASS 3 Sentry0las By I 'Kuraray America, Inc.. 1/4" HEAT STREN'D GLASS AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 2648100 FAX. (306) 2624978 o Lo. w10m DLO. HEIoR Ent) * milks) ♦• E:R.(+) ► '(t1 r5 � e. 70€ 71j0SS; j 100.0 • 145.0 48' 70.0• 70.d/ 100.0• • P45.0 51" 70.0 70.0 100.0 145.0 54" stk�} 70.0 70.0 100.0 145.0 57" =. 85" 70.0 dip 1 1 { I.0 • 145.E / 60" . r. : 70.0 • 70.0 ; 180.00 : S. P � • • • /. • ' w O' �'I O . O O 66' 65.0 6'.RD • 1A.0 • AS.o• • • • . V. r , { , 144 i 69' 65.0 • �5 0 • 11T0.0 145.0 L;y 0:0,, �30 A._ 100A 145.0 Iie I14•P. 1:.1. 48' 70.0 70.0 100.0 145.0 51' 70.0 70.0 100.0 145.0 SIUCONE 0 SIUCONE 0 DOWSIL 795 r.........._. DOWSIL 795 54" 70.0 70.0 100.0 145.0 57' s91"i 65.0 65.0 100.0 145.0 i GLASS TYPE G I i GLASS TYPE 'G2L' 60' L..+ 65,0 65.0 100.0 145.0 J, n 3e 3 1 .L �iN A MR. GLASS DOORS & WINDOWS INC. 7440 N.W. 66 STREET MIAMI, FL. 33166 TEL. (305) 470-8284 FAX. (305) 470-6285 m r r 9/16' 'L 1/4" HEAT .090" Troeifol By 'kuroray 1/4" a O ' OVERAU. STREN'D Interloyer PVB 1/2' , IA I Y LAM. GLASS ;t " """ " " " ' 1 CRASS America. Inc.' HEAT STREN'D GLASS MR SPACE 1/4' TEMP. GLASS O a 9/16. 1/4' HEAT 090' SentryGlae By 'Kuroroy 1/4' 00 O ' OVERALL STREW() Intertayer HEAT 1/2" LAM. GLASS GLASS America, Inc.' STREMD GLASS NR SPACE 1/4' TEMP. GLASS O 63' 65.0 65.0 100.0 145.0 66" 65.0 65.0 100.0 143.0 69' 65.0 65.0 100.0 137A 45' 70.0 70.0 100.0 145.0 48' 70.0 70.0 100.0 145.0 51' 70.0 70.0 100.0 145.0 54' 70.0 70.0 100.0 145.0 57" 97" 65.0 65.0 100.0 145.0 60' 65.0 65.0 100.0 143.0 63" 65.0 65.0 100.0 142.0 66' - - 100.0 136.0 69' - - 100.0 129.0 45- 70.0 70.0 100.0 145.0 48" 70.0 70.0 100.0 145.0 51" 65.0 65.0 100.0 145.0tyj 54' 103' 65.0 65.0 100.0 145.0 5T 65.0 65.0 100.0 145.0 I III �",,, �""' ���e111..... I 60' 65.0 65,0 103.0 140,0 � =�, f it 45' 70,0 70,0 100.0 145.0 . - _th!lii��� - z 46' 70.0 70.0 100.0 145.0 � SILICONE DOWSIL 795 ,� GLASS TYPE 'GILL' ,��:::. SIUCONE DOWSIL 795 GLASS TYPE 'G2LI' 51" 65.0 65.0 100.0 145.0 54' 109" 65.0 65,0 100,0 145,0 57'65,0 65.0 65.0 100.0 139.0 60" - - 100,0 132.0 45• 70.0 70.0 100,0 145.0 = 1-5/16" OVERALL INSUL. LAM.GLASS 1-5/18' OVERALL O "--� - i GLAZING INSIA. LAM. GLASS 46' 65.0 65.0 100.0 145.0 51" 115" 65.0 65.0 100.0 145.0 54- 65.0 100,0 141,0 .OPTIONS =. p .. .•'4 g 1/2" AIR SPACE CONSISTING OF• `01 I I U I f 11j''' ��`4�J '�� ',,' 57" - - 100.0 133.0 45' 65.0 65.0 100.0 115.0 1 o ? i. .,{ 48' 65.0 65.0 100.0 115.0 51' 121' 65,0 65.0 100.0 115,0 ZEBU&54" • - - 100.0 115.0• Co ALUMINUM BOX SPACER AROUND z THE PERIMETER OF THE GLASS. 0 PERIMETER SEALANT; -- _ No. 70592 _ 45" 65.0 65.0 100.0 115.0 48' 127" 65.0 65.0 100.0 115.0 _ S SILICONE � o DOWSIL 791 ��p •'•, drawing no. J �� C_�� 51' - - 100.0 115.0 45• 65.0 65.0 100.0 115.0 rl GLASS CAPACITIES ON THIS SHEET ARE GE 2000 GLASS _! '+ Al •.. l� �ORIO►`(',��` FL #18411 sS, ``` y' t33' 65.0 65.0 100.0 115.0 45' 139• 65.0 65.0 100.0 115.0 sheet 2 0f 12 BASED ON ASTM E1300-09 (3 SEC. GUSTS). 10PVA�1 �� t\ Sealed: 2/13/2018 • • • •. • • • • • • • • • • • • • • ••• •• • •• •• • • •• •• • • • •• ••• •• • •• • • •• •• • • • •• •• • • • • • DESIGN LOAD CAPACITY - PST MUWON WITHOUT INTERMEDIATE! ORIZONTALS 1 " JAW! NOMINAL DUIS. 7.IULLI1,N EXT.(+11 11:, r471(-) ww1N ('R) FAME IIFICHT 30' 100.0 110.0 n: i1000 110:0 42" 100.0 110.0 48' I90" . 100.0 110, 54" 100.0 1184 55" 100.0 110.0 60' 70.0 740. 30" 100.0 110.0 36' 100.0 110.0 42' 100.0 110.0 48' 96' 100.0 106.5 51' 97.0 97.0 54" 70.0 70.0 60" 70.0 70.0 30" 100.0 110.0 36" 100.0 110.0 42" 104.0 48" 102'100.0 92.7 92.7 54" 70.0 70.0 57' 70.0 70.0 30- 70.0 70.0 36' 70.0 70.0 42" 108' 70.0 70.0 48" 70.0 70.0 54' 70.0 70.0 30" 70.0 70.0 36' 70.0 70.0 42' 114" 70.0 70.0 48" 70.0 70.0 51' 68.3 68.3 30" 70.0 70.0 36' 120" 70.0 70.0 42" 70.0 70.0 48" 62.8 62.8 DESIGN LOAD CAPACITY - PSF MULUON /ITHOUT IIgERMPJIIATE HORIZOBJAI8 • • NSMINAIt DIMS, • • M N,'Y2' w101H (w). rye EXL(+)etti ) 48" 65.0 65.0 54" 120' 65.0 65.0 58" 65.0 65.0 • xis • •• ad, •,v • t • • 4Ple • • • • • • • • NIA e5.0• • 421 • • • • 6,0 65.0 • • • •44 54" •12 • • • • • 6;q, 850• 65.0 65.0 55' 65.0 65.0 30' 65.0 65.0 36' 65.0 65.0 42" 132" 65.0 115.0 48" 65.0 65.0 53' 63.9 63.9 30" 65.0 65.0 36' 65.0 65.0 42' 138' 65.0 65.0 48' 60.7 60.7 50' 58.6 58.6 30' 65.0 65.0 36" 144, 65.0 65.0 42" 60.2 60.2 48" 53.2 53.2 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. • • • • • •• • • DESIGN LOAD CAPACITY - PSP MUWON WITHOUT INTERMEDIATE HORIZONTALS DESIGN LOAD CAPACITY - PST MUWON WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'J2' MULLION 'M3' JAMB 'J2' MULLION '113' NOMINAL DIMS. JAMB 'J2' MULLION 'M3' JAMB 'J2' MULLION 'M3' WIDTH (1) FSME HOW EXT.(+) INT.(-) EXT.(+) M.(-) WIDTH (W) FAME IOW EXT.(+) 1NT.(-) EXT.(+) INN-) 30' 36' 42" 48' 54' 60' 66" 72' 96" 100A 145.0 100.0 145.0 100.0 145A 100.0 145.0 100.0 145.0 30' 36" 42' 4e" so' 138' 100.0 115.0 100.0 113.3 100.0 115.0 97.9 97.9 100.0 102.4 86.5 66.5 90.6 90.6 83.3 63.3 87.4 87.4 100.0 145.0 100.0 115A 100.0 115.0 30' 36' 42" 48' 54' 60' 66' 71" 102" 100.0 145.0 30" 36' 42' 48' 144" 100.0 115.0 100.0 103.5 89.5 89.5 79.2 79.2 100.0 145.0 100.0 145.0 100.0 145A 100.0 145.0 100.0 115.0 100.0 115.0 100.0 115.0 30' 36' 42' 46" 54" 60' 66" 67" 108" 100.0 145.0 100.0 145.0 100.0 145.0 100.0 144.0 100.0 145.0 100.0 115.0 100.0 115.0 100.0 112.5 100.0 111.3 30" 36" 42" 48' 54" 60' 63" 114' 100.0 145.0 100.0 145.0 100.0 145.0 100.0 145.0 100.0 129.2 100.0 145.0 100.0 115.0 100.0 107.1 100.0 115.0 100.0 103.1 100.0 115.0 30' 36' 42" 48' 54' 60" 120" 100.0 145.0 100.0 145.0 100.0 130.8 100.0 145.0 100.0 115.0 100.0 137.3 100.0 104.6 100.0 115.0 95.7 95.7 100.0 113.4 30' 36' 42" 45' 54" 55' 126' 100.0 115.0 100.0 115.0 100.0 115.0 100.0 104.6 100.0 115.0 94.2 94.2 100.0 106.E 92.7 92.7 100.0 107.0 30" 36" 42" 46" 53' 132' 100.0 115.0 1 00 .0 115A 100.0 107.3 1 00 .0 115.0 94.9 94.9 86.8 * SEE SHEET 9 FOR UNANCHORED JAMB REINFORCING UNITS LOADS SHOWN ARE WITH COLD ROLLED STEEL STIFFENER Fu MIN. - 70 KSI JAMB>'.l' Iz It(4 Sx 6('3 7.802 3.005 r MULLION 111' i .i Iz 11f 4 9z M'3 7.878 3.092 I MULLION '1112' Ix 11(4 Sx Rf3 11.787 4.626 MULLIONS W1 W2 W3 WIDTH (W) - W1 AT FRAME JAMB WIDTH (W) AT FRAME MULU NI JAMB 'J2' Ix 6(4 Sx 6P 3 11.510 4.549 W2 + W3 2 MUWON 'M3' II 11P4 Si tN 3 ALUMINUM 11.787 4.626 STEEL 2.000 1.000 TOTAL ALM♦ w >m X 2.9 17.587 111 1111j'',i No. 70592 • FL # 18411 ///NA111` Sealed: 2/13/2018 J A 1 2 k drawing no. W15-71 (sheet 3 of 12 • • ••• • • • • • • •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • • •• •• •• • • • • • • •• •• • • ••• DESIGN LOAD CAPACITY - PST MULLION WITH INTERMEDIATE HORIZON 6iS DESIGN LOAD CAPACITY - PST MULLION WITV INTUMEDIATE HORRLONTAL. DESIGN LOAD CAPACITY - PST MULLION WITII INTERMEDIATE HORIZONTALS �, l COMP-ANL\W15-7IMG NOMINAL DIMS. 4 J^'y' YUU.)N •M1 • • • • • •• • •• •• ••'W1°H� NOWINAI•WMB. idUILLT0N NOMINAL DIMS. JAMB 'J2' MULLION 'M3' JAMB •J2' MULLION 'M3' j ' FRAME HEIGHT AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3533) 1E1.. (305) 2614100 FAX (305) 262-6978 weer (w) FRUIE IIEICHT EXT.(+J!}( 01 -)1 • • w81�1h FMMII•1cHr 841i) •iM2� IM.(")/ WIDTH (W) FHEART C HEART EXT 61T.(-) EM.(+) MT.(-) 30' 100.0 110.0 46" 65.0 65.0 30" 100.0 145.0 - - 36' 100.0 110.0 54" 120' 65.0 65.0 34" 100.0 145.0 - - 42' 100.0 110.0 56' 65.0 65.0 42' 100.0 145.0 - - 48' 90' 100.0 11�.8 • ip•• ••• •• •• • 1l5.0.•41.0 se' 96• 100.0 145.0 - - % 54" 99.7 99.711 • • • •• • JD" • • • • • 65.0 •65.0 54" 100.0 145.0 - - 55" 97.9 97.9 • • 0 �Y � • •�• • 65.0 tg.0 60" 100.0 137.4 100.0 145.0 60" 70.0 7a4 48. 45.0• 30" 100.0 145.0 - - 30' 100.0 110.0 • • 54" • • • • 65.0 •65.0 65.0 36' 100.0 145.0 - - 36' 100.0 110.0 55' 65.0 65.0 42" 100.0 145.0 - - WI W2 W3 42" 100.0 110.0 30' 65.0 65.0 46" 102' 100.0 143.0 - - 48' 96' 97.9 97.9 36• 65.0 65.0 54' 100.0 135.2 100.0 145A WIDTH (W) - W1 51' 92.1 92.1 42• 132' 65.0 65.0 60' 100.0 115.0 - - AT FRAME JAMB 54" 70.0 70.0 46• 65.0 65.0 30" 100.0 145.0 - - W2 + W3 SERIES MG-6000 ALUM WIDOW MALL SYSTEM (LM.L) ) MR. GLASS DOORS do WINDOWS INC. 7440 N.W. 66 STREET MIAMI, FL. 33166 TEL. (305) 470-8284 FAX. (305) 470-8285 80• 70.0 70.0 53' 80.0 80.0 36' 100.0 145.0 - - WIDTH 2 30" 100.0 110.0 30" 85.0 65.0 42' 100.0 145.0 - - SHEET FOR AT FRAME MUWON 100.0 110.0 36" 65.0 65.0 48" 106" 100.0 135.7 100.0 145.0 SEE 9 UNANCHORED JAMB REINFORCING LIMITS 42' 98.3 98.3 42' 138' 65.0 65.0 54' 100.0 115.0 - - 46• 102" 86.0 86.0 48' 55.0 58.0 60" 100.0 108.5 - - 54' 70.0 70.0 50" 55.7 55.7 30" 100.0 145.0 - - 57' 70.0 70.0 JO' 65.0 65.0 36' 100.0 145.0 - - L 0 JO' 70.0 70.0 366'.4 4144" ' 465y0t "`-5i0 '� � 4x" 100.0 1J9.x 100.0 1{5.0 36' 70.0 70.0 42' •• 58.3 56.3 4e' 114` 100.0 121.8 100.0 145.0 O 42• 106' 70.0 70.0 48• 51.0 51.0 54" 100.0 108.2 100.0 115.0 0 r 4e' 70.0 70.0 60' 97.4 97.4 100.0 115.0 O It. 0 54• 67.7 67.7 30" 100.0 145.0 - - 30' 70.0 70.0 38' 100.0 145.0 - - i‘ 36` 70.0 70.0 42"120 100.0 125.6 100.0 145.0 JAMB 'J1' i.. JAMB.,J-,� 42" 114" 70.0 70.0 4e' 100.0 109.9 100.0 129.8 li 9T'4 SZ 64-3 Ix M'4 Si 91-3 48" 67.9 67.9 54" 97.7 97.7 100.0 115.0 7.602 3.005 11.510 4.549 51• 63.9 63.9 60" 87.9 87.9 100.0 103.8 1 1111111 g"„' �""' e,.... 30• 70.0 70.0 30" 100.0 115.0 - - 36" t �" 70.0 70.0 36" 100.0 115.0 - - - 0 45" 87.4 67.4 42' too.0 113.9 100.0 115.0 r1 o WI? 48' 58.9 58.9 46" 126" 99.7 99.7 100.0 110.0 1 54' 88.6 e6.6 100.0 100.7 •, �._ .•, ,� s5' e7.o e7.o 9e.s 9e.9 O © CO -'• © O ,� 30' 10D.0 115.0 - 11,L 36• 100.0 115.0 - 42" 132• 100.0 103.e 100.0 112.6 �..,,.....,.y 48' 90.6 90.8 98.5 9e.5 MULLION 'M1' �M[JLuo!( M2 * MULLION 'M3' 53" 82.3 82.3 89.2 89.2 Ix N1^4 Ex Mr'J Ix W 4 Si 81'J Ix 11 Sx 9163 JO' f00A i1S.0 - - 7.878 3.092 11.787 4.626 ALUMINUM 11.787 4.626 STEEL 2.000 1.000 36' 100.0 110.8 100.0 115.0 TOTAL 4Y 136" 95.0 95.0 9e.6 96.6 N + b m % to 17.587 48• 83.1 83.1 86.2 86.2 WW1 11111// .. �^.. ---- Y E b -� I�' 50' 79.8 79.8 8231 ex.e �\``. AHA,7 /,' JO" 100.0 115.0 - - -'IQ ' : gyp:•' �yGENBF'•., 36' 144' 100.0 101.2 - - '. 42' 86.7 86.7 - - �.70692 46" 75.9 75.9 - - - _ drawing no. W15-71, * LOADS SHOWN ARE WITH INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. COLD ROLLED STEEL STIFFENER MULLIONS %,'`S•'••• 0P'� �• "'••• ��� FL # 18411 yip (sheet 4 of 12 ) Fu MIN. * 70 KSI /oNA11111� Sealed: 2/13/2018 • • ••• • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • 1 • • • • • • • • • • • • • 1 � i n I in ANCHOR LOAD CAPACITY - PSF + EXT.() & IIT.(-) • ANCHOR LOAD CAPACITY - PSF E1R.(+) & OGi.(-) • • • • . • ANCHORS • • L • �� 'A • • ANCHORS TYPE 'A' NOMINAL DIMS. • ,." MAR, SHIM • • 3/18" MAX. SEMI • • 1/2" MAX. SHIM NOMINAL DIMS. 1/4" MAX. SHIM 3/8" MAX. BRIM 1/2" MAX. SHIM AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE. SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 2642100 FAX. (306) 2624(978 WIDTH (W) FRAME HEIGHT At :A3• 24 A5: At •:A3 Aj_ jb p A2 A3 A4 A5 WIDTH (W) FRAME HEIGHT A2 A3 A4 A5 A2 A3 A4 A5 A2 A3 A4 A5 30' 145.01 145.0 9145.0 148.1 8111.4 145.0 J AA'J.O� 145.9 87.9 131.E 145.0 145.0 30` 95.4 115.0 115A 115.0 72.6 108.9 115.0 115.0 57.3 86.0 114.6 115.0 36" 122.0 145.0 145.0 145.0 92.8 139.2 145,0 145.0 73.2 109.9 145.0 145.0 36" 79.5 115.0 115.0 115.0 60.5 90.8 115.0 115.0 47.8 71.7 95.5 115.0 42" 104.5 145.0 145.0 145.0 70.5 119.3 145.0 145.0 62A 94.2 125.6 145.0 42' Ise 68.2 102.3 115.0 115.0 51.9 77.8 103.5 115.0 40.9 61.4 61.9 102.4 48" 90, 91.5 14.1 145.0.1454 694I 104.E •199.2 64.0 54.9 82.4 109.9 137.3 48" 59.7 89.5 115.0 115.0 45.4 68.1 90.8 113.5 35.8 53.7 71.7 89.6 54' 81.3 122.0 105.01 145.0 061.4 124:• 123.7. 145.0 48A 73.2 97.7 122.1 30' 91.5 115.0 115.0 115.0 69.6 104.4 115.0 115.0 54.9 82.4 109.9 115.0 60" 73.2 10�,4 1' %: 14=0 :551 4 83.5. 111.4 1311.2 43.9 65.9 87.9 109.9 36' 76.2 114.3 115.0 115.0 58.0 87.0 115.0 115.0 45.8 68.7 91.6 114.4 88" 68.5 1•13.0� 145.0 •50.� :5. 9 s101.2 • .5 40.0 59.9 79.9 99.9 42" tµ, 65.3 98.0 115.0 115.0 49.7 74.6 99.4 115.0 39.2 58.9 78.5 98.1 INTERMEDIATE HORIZONTALS 72" 61.0 l9:84 eI.S 122.0 145.0 46.4 89.6 92.8 116.0 36.6 54.9 73.2 91.6 48" 57.2 85.8 114.3 115.0 43.5 65.3 87.0 108.8 34.3 51.5 68.7 85.8 OPTIONAL ALL FIXED LRES 30" 137.2 145.0 145.0 145.0 104.4 145.0 145.0 145.0 82.4 123.6 145.0 145.0 36" 114.3 145.0 145.0 145.0 87.0 130.5 145.0 145.0 68.7 103.0 137.3 145.0 42" 98.0 145.0 145.0 145.0 74.6 111.9 145.0 145.0 58.9 88.3 117.7 145.0 48' 96, 85.8 128.6 145.0 145.0 65.3 97.9 130.5 145.0 51.5 77.3 103.0 128.8 54" 76.2 114.3 145.0 145.0 58.0 87.0 116.0 145.0 45.8 68.7 91.6 114.4 _ -_--- 2 60" 68.6 102.9 137.2 145.0 52.2 78.3 104.4 130.5 41.2 61.8 82.4 103.0 - _- --� _ �^ n W %d MR. GLASS DOORS & WINDOWS INC. 7440 N.W. 66 STREET MIAMI, FL. 33166 TEL (305) 470-8284 FAX. (305) 470-8285 .. 66" 62.4 93.5 124.7 145.0 47.5 71.2 94.9 118.6 37.5 56.2 74.9 93.6 w 72" 57.2 85.8 114.3 142.9 43.5 85.3 87.0 108.8 34.3 51.5 68.7 85.8 �. 30' 129.1 145.0 145.0 145.0 98.3 145.0 145.0 145.0 77.6 116.3 145.0 145.0 / i 38" 107.6 145.0 145.0 145.0 81.9 122.8 145.0 145.0 64.6 96.9 129.3 145.0 42" 92.2 138.4 145.0 145.0 70.2 105.3 140.4 145.0 55.4 83.1 110.E 138.5 48' 102" 80.7 121.1 145.0 145.0 61.4 92.1 122.5 145.0 48.5 72.7 96.9 121.2 1 J f 54' 71.7 107.6 143.5 145.0 54.6 81.9 109.2 138.5 43.1 64.6 86.2 107.7 Ix W1 Ix W2 W3 Ix 60" 64.6 96.8 129.1 145.0 49.1 73.7 98.3 122.8 38.8 58.2 77.6 96.9 66" 58.7 88.0 117.4 145.0 44.7 67.0 89.3 111.7 35.3 52.9 70.5 85.1 WIDTH (W) m W1 30' 122.0 145.0 145.0 145.0 92.8 139.2 145.0 145.0 73.2 109.9 145.0 145.0 AT FRAME JAMB 36' 101.6 145.0 145.0 145.0 77.3 116.0 145.0 145.0 81.0 91.6 122.1 145.0 W2 + W3 42' 87.1 130.7 145.0 145.0 66.3 99.4 132.6 145.0 52.3 78.5 104.6 130.8 WIDTH ( • 2 48" 108" 76.2 114.3 145.0 145.0 58.0 87.0 116.0 145.0 45.8 68.7 91.6 114.4 AT FRAME MULLION 54' 67.8 101.6 135.5 145.0 51.6 77.3 103.1 128.9 40.7 61.0 81.4 101.7 60" 61.0 91.5 122.0 145.0 48.4 69.6 92.8 118.0 38.6 54.9 73.2 91.8 66" 55.4 83.2 110.9. 136.6 42.2 63.3 84.4 105.5 33.3 49.9 66.6 83.2 1111111 �""' 8..... ""' 30" 115.5 145.0 145.0 145.0 87.9 131.9 145.0 145.0 69.4 104.1 138.8 145.0 36" 96.3 144.4 145.0 145.0 73.3 109.9 145.0 145.0 57.8 56.7 115.6 144.6 42' 82.5 123.E 145.0 145.0 62.8 94.2 125.6 145.0 49.6 74.3 99.1 123.9 48` 114' 72.2 106.3 144.4 145.0 54.9 82.4 109.9 137.4 43.4 65.1 86.7 108,454" J-L III �I ��`1 64.2 98.3 128.4 145.0 48.8 73.3 07.7 122.1 38.5 57.8 77.1 98.4 4" 4" a" �i j"'I a• 60" 57.8 86.7 115.5 144.4 44.0 65.8 87.9 109.9 34.7 52.0 69.4 58.7 F�T,P•---"""•••lii F-=TYP. TYP. TYP. 30' 109.8 145.0 145.0 145.0 83.5 125.3 145.0 145.0 65.9 98.9 131.E 145.0 36" 91.5 137.2 145.0 145.0. 69.6 104.4 139.2 145.0 54.9 82.4 109.9 137.3 42" 120" 78.4 117.6 145.0 145.0 59.7 89.5 119.3 145.0 47.1 70.6 94.2 117.7 = 48' 66.6 102A 137.2 145.0 52.2 76.J 104.4 130.5 41.2 61.6 82.4 103.0 0: I II O 54" 61.0 91.5 122.0 145.0 46.4 69.6 92.8 116.0 36.6 54.9 73.2 91.6 I I I I I' I I I I I I I I I I ( I 60" 54.9 62.3 109.8 137.2 41.8 62.6 83.5 104.4 33.0 49.4 65.9 82.4 ( LJ LJ 30" 104.5 115.0 115.0 115.0 79.5 115.0 115.0 115.0 C �• 4' 6" 4" 6" 4' 8' L. Vim- Fes--- 36" 87.1 115.0 115.0 115.0 66.3 99.4 115.0 115.0 62.8 52.3 94.2 78.5 115.0 104.8 115.0 115.0 •rl TYP. M. TYP A3 A.4 A5 ``\11\1111A�117j7i �-�� i i a Y 2 b # 42' 126' 74.7 112.0 115.0 115.0 56.8 85.2 113.6 115.0 44.8 67.3 89.7 112.1 «'AV p,PS)All��� 48" 65.3 98.0 115.0 115.0 49.7 74.6 99.4 115.0 39.2 58.9 78.5 98.1 ' �NB''. ANCHORS TYPES. SEE SHEET 8 FOR DESCRIPTION � •• 54" 58.1 87.1 115.0 115.0 44.2 66.3 88.4 110.5 34.9 52.3 69.8 67.2 A2 (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION = • 70592 (((3))) 30" 99.8 115.0 115.0 115.0 75.9 11J.9 115.0 115.0 59.9 69.9 115.0 115.0 pZ A3 ANCHORS TYPE AT EACH SIDE Of JMIB AND MUWON AA - 1�7 36" 83.2 115.0 115.0 115.0 63.3 94.9 115.0 115.0 49.9 74.9 99.9 115.0 F A4 - (4) ANCHORS TYPE AT EACH SIDE OF JAMB AND MUWON A5 'A' drawing no. W15_71 42" 132" 71.3 106.9 115.0 115.0 54.2 81.4 108.5 115.0 42.8 64.2 85.6 107.0 - 5 ANCHORS TYPE AT EACH SIDE OF JAMB AND MULLION ' aT ''ii� 48" 62.4 93.5 115.0 115.0 47.5 71.2 04.9 115.0 37.5 56.2 74.9 93.6 ••• PE 1Dt•�.••' G�� • 54" 55.4 83.2 110.9 115.0 42.2 63.3 84.4 105.5 33.3 49.9 66.6 83.2 ANCHORS ��'SS�D..... FL sheet 5 0112) #18411 ```�� �llllll11I' Sealed: 2/13/2018 . ... . . • ... •. •9 •• • • •. •. . •• .• • •• • •• • •• • • • • • ••• • •• •• • • •• •• . • • . • • . • • • . • • • ••• \ �Y 'a ANCHOR LOAD CAPACITY - PSF Y 4 Ent+) h INTO(-)_ ; ANCHOR LOAD CAPACITY - PSF EXT.(+) & MITI(-) • • • • • ¶ AN HORS phi • L J�OICHO$£•TYE6:8J 1 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL 8FAX. (306) 264100 (306) 242 6978 NOMINAL DIMS. • 14" 116> ♦ SAM _111PE • . 8 -1(AX. IH1M • ' L /2'«MAE 2111)4 i NOMINAL DIMS. 1/4" MAX. SHIM 3/5" MAX. SHIM .. 124 MAX + WIDTH (W) FRAME HEIGHT 4 • B3, .B4 He 82 B3 B. 95 4 .4_H2 B3 B4 B5 WIDTH (W) FRAME HEIGHT B2 B3 B4 B5 B2 B3 B4 B5 ,_..." B2 83.: .8.11.1V.,�,.v... B4 B5 30" 145.61 145.0.145.0 1 6%h 111.4 45.0 r4Sti 145b 87.9 131.6 145.0 145.0 30' 115.0 115.0 115.0 115.0 72.6 108.9 115.0 115.0 57.3 86.0 114.6 115.0 ` I 145.0 145.0 145.0 145.0 92.8 139.2 145.0 145.0 . Z3.2 109.9 145.0 145.0 36' 102.5 115.0 115.0 115.0 60.5 90.8 115.0 115.0 47.8 71.7 95.5 115.0 LT.: 134.7 145.0 145.0 145.0 79.5 119.3 145.0 145.0 182_8.: 94.2 125.6 145.0 42' 138' 57.9 115.0 115.0 115.0 51.9 77.8 103.8 115.0 40.9 61.4 81.9 102.4 48" rm.: 117.9 1499 141Sd1 1451 696• 1049 • �9.2 4145.0 54.9 82.4 109.9 137.3 48" 76.9 115.0 115.0 115.0 45.4 65.1 90.8 113.5 35.8 53.7 71.7 80.6 54' 1-1-3 104.8 1l5.0 414 10.0 : 60 :92.1[.123.r d45.0 48.8 73.2 97.7 122.1 30' 115.0 115.0 115.0 115.0 69.6 104.4 115.0 115.0. 54.9 82.4 109.9 115.0 60" 94.3 14141 105.06 146.0. 55691 53.9 111.4 130.2 43.9 65.9 57.9 109.9 V. .4 OA : ."' "• 98.2 115.0 115.0 115.0 58.0 87.0 115.0 115.0 45.8 y68y-.:y 91.6 114.4 66' 85.7 Apt 1.1 bet.28 501 :75.1.W1.2• 4416.5 40.0 59.9 79.9 99.9 42" J. r..a 84.2 115.0 115.0 115.0 49.7 74.6 99.4 115.0 39.2 58.9 78.5 98.1 INTERMEDIATE 72' 78.6 117.9 145.0 145.0 46.4 69.6 92.8 118.0 36.6 54.9 73.2 91.6 48" 73.7 110.5 115.0 115.0 43.5 65.3 57.0 108.8 34.3 51.5 68.7 85.5 HORIZONTALS OPTIONAL 30' 145.0 145.0 145.0 145.0 104.4 145.0 145.0 145.0 52.4 123.6 145.0 145.0 ALL FIXED I.ITES 36' 145.0 145.0 145.0 145.0 87.0 130.5 145.0 145.0 68.7 103.0 137.3 145.0 42' 126.3 145.0 145.0 145.0 74.6 111.9 145.0 145.0 58.9 88.3 117.7 145.0 48' 96- 110.5 145.0 145.0 145.0 65.3 97.9 130.5 145.0 51.5 77.3 103.0 128.8 54' 98.2 145.0 145.0 145.0 55.0 87.0 116.0 145.0 45.6 68.7 91.6 114.4 60' 88.4 132.6 145.0 145.0 52.2 78.3 104.4 1305 41.2 61.8 82.4 103.0 - : - = - = _ _ 7. OW (SERIES MG-6000 ALUM WIND WALL SYSTEM (LW) )f MR. GLASS DOORS & WINDOWS INC. 7440 N.W. 66 STREET MIAMI, FL. 33166 TEL. (305) 470-e284 FAX. (305) 470-82e5 68' 80.4 120.5 145.0 145.0 47.5 71.2 94.9 118.E 37.5 56.2 74.9 93.6 72" 73.7 110.5 145.0 145.0 43.5 65.3 87.0 106.8 34.3 51.5 68.7 85.8 30- 145.0 145.0 145.0 145.0 98.3 145.0 145.0 145.0 77.6 116.3 145.0 145.0 v,'• 36" 138.7 145.0 145.0 145.0 81.9 122.8 145.0 145.0 64.6 95.9 129.3 145.0 42" 118.9 145.0 145.0 145.0 70.2 105.3 140.4 145.0 55.4 63.1 110.8 1385 40' 104.0 145.0 145.0 145.0 61.4 92.1 122.5 145.0 72.7 54" 102" 92.4 138.7 145.0 145.0 54.6 81.9 109.2 136.5 48.5 43.1 64.6 96.9 86.2 121.2 107.7 to W1 W2 W3 60" 83.2 124.8 145.0 145.0 49.1 73.7 98.3 122.8 38.8 58.2 77.6 96.9 66' 75.6 113.5 145.0 145.0 44.7 67.0 69.3 111.7 35.3 52.9 70.5 88.1 WIDTH (W) s W1 30' 145.0 145.0 145.0 145.0 92.8 139.2 145.0 145.0 73.2 109.9 145.0 145.0 AT FRAME JAMB 36' 131.0 145.0 145.0 145.0 77.3 116.0 145.0 145.0 61.0 91.6 122.1 145.0 42' 112.3 145.0 145.0 145.0 66.3 99.4 132.6 145.0 52.3 78.5 104.6 1305 WIDTH (W) . W2 + W3 46' 106' 98.2 145.0 145.0 145.0 58.0 87.0 116.0 145.0 45.8 68.7 91.6 114.4 AT FRAME MULLION 2 54" 57.3 131.0 145.0 145.0 51.6 77.3 103.1 128.9 40.7 61.0 81.4 101.7 60' 78.6 117.9 145.0 145.0 46.4 69.5 92.8 116.0 36.6 54.9 73.2 91.6 66" 71.4 107.2 142.9 145.0 42.2 63.3 84.4 105.5 33.3 49.9 66.8 83.2 �,"" 30" 145.0 145.0 145.0 145.0 87.9 131.9 145.0 145.0 69.4 104.1 1 J8.8 145.0 36" 124.1 145.0 145.0 145.0 73.3 109.9 145.0 145.0 57.8 86.7 115.6 144.6 II 106.3 42" 46' 114" 93.1 145.0 139.E 145.0 145.0 145.0 145.0 62.8 54.9 94.2 82.4 125.6 109.9 145.0 137.4 49.6 43.4 74.3 65.1 99.1 66.7 123.9 106.4 C W; � I I I I I I I �4'� I -14 1 -1♦ 54" 82.7 124.1 145.0 145.0 45.8 73.3 97.7 122.1 38.5 57.8 77.1 96.4 O 60' 74.4 111.7 145.0 145.0 44.0 65.9 57.9 109.9 34.7 52.0 69.4 86.7 _-' +iI�IF-- -�•it� CIF" 3TYP' 30' 141.4 145.0 145.0 145.0 53.5 125.3 145.0 145.0 65.9 98.9 131.8 145.0 42' 117.9 145.0 145.0 145.0 69.6 104.4 139.2 145.0 54.9 82.4 109.9 137.3 Cn1 42' 120" 101.0 145.0 145.0 145.0 59.7 89.5 119.3 145.0 47.1 70.6 94.2 117.7 = 48' 88.4 132.E 145.0 145.0 52.2 78.3 104.4 130.5 41.2 61.8 82.4 103.0 K E""'hII 54' 78.6 117.9 145.0 145.0 46.4 69.6 92.8 116.0 36.6 54.9 73.2 91.6 11 III III IIII IIII I I I I I I I I I I 60' 70.7 106.1 141.4 145.0 41.8 82.6 83.5 104.4 33.0 49.4 65.9 62.4g 0 I I��� LC] a= PINION30' 115.0 115.0 115.0 115.0 79.5 115.0 115.0 115.0 62.5 94.2 115.0 115.0 4�a+iI ++=a V1F��a= TYPO TYPO • • 1111111 n i ^ i • ^ 8 36' 112.3 115.0 115.0 115.0 66.3 99.4 115.0 115.0 52.3 78.5 104.8 115.0 61 H2 H8 54 HD ��\1111 AI 1j�'. 42' 126" 96.2 115.0 115.0 115.0 56.8 85.2 113.6 115.0 44.8 67.3 89.7 112.1 ���''pp.J.�E 41/ A)4CHOR9 TYPES. SEE SHEET 8 FOR DESCRIPTION •' ••••. !O 46' 84.2 115.0 115.0 115.0 49.7 74.8 99.4 115.0 39.2 58.9 76.5 98.1 : y; VCEN@F 6E 13'4'8' 54' 74.8 112.3 115.0 115.0 44.2 66.3 56.4 110.5 34.9 52.3 69.8 57.2 = (2 ANCHORS TYPE AT EACH SIDE OF JAMB AND MULLION •S OD:. j3MULLION 3 ANCHORS TYPE 'B• AT EACH SIDE OF JAMB AND No. 2 = 30' 115.0 115.0 115.0 115.0 75.9 113.9 115.0 115.0 59.9 89.9 115.0 115.0 Z oo B4 - 4 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION - = = 36' 107.2 115.0 115.0 115.0 63.3 94.9 115.0 115.0 49.9 74.9 99.9 115.0 F B5 - 5 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION - drawing no. W1 5_71 42" 132' 91.8 115.0 115.0 115.0 54.2 81.4 108.5 115.0 42.8 84.2 85.8 107.0 • •.• BT 48' 80.4 115.0 115.0 115.0 47.5 71.2 94.9 115.0 37.5 56.2 74.9 93.6 • .s �l �.• *•. :A• op.., \`.�` 54- 71.4k 107.2 142.9. 115.0 42.2 63.3 5.4 105.5 33.3 49.9 66.6 83.2 _ ANCHORS :: FL #18411 ��/S��I11At• sheet 6 of 12 . Nlimit11 Sealed: 2/13/2018 • • ••• • • • • • • •• •• • • •• • •• •• • • • • • •• • • • • • ••• • •• • • •• •• •• • • • • • .•. • •• • • • • •• •. AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9350 SUNSET DRIVE. SUITE 220 T MIAMI, FLORIDA 33173 (C.4.N. 3636) 6FAX. TEL. (305) 264100 (305) 282697S C \915-7111C1 ANCHOR LOAD CAPACITY - PSP ..... EXTS+) & IM(_) _ _' ANCHOR LOAD CAPACITY - PSF . DR.(*) & 94T4(-) INTERMEDIATE HORIZONTALS A CifORTTYPE 'C' .N • • • • L1i10RS TYPE 'C' ALL FNAL 1XED UTES NOMINAL DIMS. y:Or SPA!!. SHI�I,1 • : &oJQI'IAL• DIM% • 1%d" MAX. SHIM WIDTH (W) FRAME HEIGHT rC2a F3 t C4 a WIDTH (W6 FRAME• I!J 1T •t• C3 C4 30" 149.0 145a 145.0 • 1 • 30" • 115.0 115.0 115.0 r36 v135A: 145.0 145.0 36" 103.9 115.0 115.0 % j :62": ij}Q jy 145.0 145.0 42' 1�, 69.0 115.0 115.0 - - ^- ----- ^ -- •-- 4e" "'"'' 119.5 446.0 .14540 • 48' • • • • • •%7.9 115.0 115.0 54" 106.2• 145.0 •14�0 � • • : : 34 • • • • • 1/5.0 11 S.0 11 S.0 W 60' 95.8 • 14j.4 414540 • • 360 • • • 19.6 115.0 115.0 :.! j 66" 88.9 i �.3 �145p • . • 42� • • • • • 1 65.3 115.0 115.0 72' 9 79.6 119.5 145.0 48" 74.7 112.0 115.0 30' 145.0 145.0 145.0 38' 145.0 145.0 145.0 42' 128.0 145.0 145.0 W1 W2 W3 48" 112.0 145.0 145.0 54" 96" 99.6 145.0 145.0 WIDTH W ; W1 80" 89.6 134.4 145.0 AT FRAME JAMB -1 --�4 4 g $ i �[" ii M MR. GLASS DOORS & WINDOWS INC. 7440 N.W. 66 STREET MIAMI, FL 33166 TEL (305) 470-8254 FAX (305) 470-8285 BB' 61.5 122.2 145.0 WIDTH - W2 + W3 72" 74.7 112.0 145.0 AT FRAME MULLION 2 30" 145.0 145.0 145.0 36' 140.5 145.0 145.0 42' 120.5 145.0 145.0 48" 105.4 145.0 145.0 54 102" 93.7 140.5 145.0 so 60' 84.3 126.5 145.0 66" 76.7 115.0 145.0 30" 145.0 145.0 145.0 36' 132.7 145.0 145.0 42" 113.8 145.0 145.0 46" 108" 99.6 145.0 145.0 54' 88.5 132.7 145.0 60" 79.6 119.5 145.0 66" 72.4 108.6 144.8 c i 1110 80" 145.0 145.0 145.0 36' 125.8 145.0 145.0 42' 107.8 145.0 145.0 48" 114' 94.3 141.5 145.0 C w 54' 83.8 125.8 145.0 3-{ ( II 60" 75.5 113.2 145.0 Z 30' 143.4 145.0 145.0 I I I I I I I4 119.5 145.0 145.0 I 4' �4" 4" j4 4" y �I !••-I I � �""' 42" 42' 120' 102.4 145.0 145.0 = +I I TyP, �s- TYP-, TYP 54' 89.6 134.4 145.0 O �""' 54' 79.6 119.3 145.0 N BO' 71.7 107.5 143.4 0 PENNON 30" 115.0 115.0 115.0 JJ II�", $ 4i --• 36' 42' 126' 113.8 97.5 115.0 115.0 115.0 115.0 I I ' � I I I I I I I I I � I I ,I \```1111111 17 ��1� ��p�•'•••.7q_ 48' 85.3 115.0 115.0 6' 4L 4:11 1..._ 4 u 54" 75.9 113.8 115.0 m NO. 30' 115.0 115.0 115.0 O '�' La s<4 _ '• 36" 106.6 115.0 115.0 F f "....+... •..-.. S _, - 42' 132' 93.1 115.0 115.0 CIJQ �Ti ._6EE SHEET 8 FOR DESCRIPTION ' g e ' sr 'C' drawing no. W1 5-%1 48" 81.5 115.0 115.0 �CZ.. 2 ANCHORS TYPE AT EACH SIDE OF JAMB AND MULLION C3 3 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION €4 : AZORIOR✓' ��` i� •' �9 54" 72.4 t0e.6 115.0 C4 m ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION ANCHORS, �� FL #18411 �''%rs��NAL�'��`� (sheet 7 of12 iNIInn1N� Sealed: 2/13/2018 • • ••• • • • ••- •• •• • • • •• •• • • • • • • • • • • ••• • • • • • •• • • • •• • • • • • • • • • • • • • - EDGE DUST• • _ , � 1BY OR 2BY TYPICAL • • WOOD BUCKS 'TYPICAL ANCHORS SEE TION • • • • • SEE ELEV. FOII1 S G • • • • .. • : 11 FOR SPACING • •• . •.�•' ; ♦•• • •••: �1• TATA WIWI 0 1�— 01 N 1111 � 4 I!!N!joo aA ° 1111(n7PcislL] II O W •, :..I 'TYQICAC ANCHORS I , SEE ELEVATORS EDGE DUST. W FOR SPACING 111 ° t , a O EDGE DIST. 'TY'QICAC ANCHORS SEE ELEVATTONS FOR SPACING g EDGE L n TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES EDGE DIST s�ppy�, J WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. LYFIa ANCHORS! SEE ELEV. FOR SPACING ITTYPE 'A'- 5/16" DIA ULTRACON BY'ELCO' (Fu-177 KSI, Fy155 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO W000 (HEAD/SILL/JAMBS) THRU 1BY OR 2BY WOOD BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ANCHOR EDGE DISTANC S INTO CONCRETE AND BLOCKS - 2-1/2" MIN. INTO WOOD STRUCTURE - 1-1/4" MIN. +TYPE:'8'4 5/18" DIA UMTRACON BY 'ELCO' (F1.-177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONC. (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT FILLED -BLOCKS (JAMBS) L _ INTO CONCRETE AND BLOCKS _2-1/2" MIN. TYPE i14 SMS OR SELF DRILLING SCREWS ST/S[ (GRADE 2 CRS) 64 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL. IN CONTACT WITH ALUMINUM TO BE PLATED DR PLANTED) ANCHOR Fr1GE_T1LCT1NCF5 L _ INTO METAL STRUCTURE - 5/8" MIN — — — W000 AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS rc - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS rm - 2000 PSI MIN. �, uGE►i A`AA\II III II ST FL #18411 ��NAL% Sealed: 2/13/2018 (aI�V a 4 0 g drawing no. W15-71 sheet 8 of 12 • • 000 • • • 000 • • • • • • • • • • • • • • • • •• • • • • • • • • 0410 • • •• •• •• • • • • • 000 • • • • 000 JAMB 'J1' Iz IN'4 Sx N" 3 7.602 3.005 • ••• • • • • • • • • • • • • • • • • •• • • • •\• • • • M • 1BY • • W00S WICK •••• • • • •••.•.• • ... • •, •/ • • • • • • JAMB 'J2' 1x IN-4 Sx w^3 11.510 4.549 MAX. FRAMF :. MAX ;GAPS < FOR UMRNCHO**RED ^JAMS$." JAMB"J1' ; tVNA.>.J2' _ HEIGHT IAN. MAX. MIN. MAX. , 102' 3/8' 1" - - 106" 3/8" 1" - - 120' 3/8' 1" - - 132' - - 318: _ 1' *IV.. 'f • MIN. & MAX. GAP SEE CHART BELOW NOTE: MAX. MOVEMENT CONSIDERED-100% STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABILIIY OF SEALANT TO SUBSTRATE & RINOOWALL MATERIAL/FINISH AND COMPLANCE FOR WARRANTY. REFER TO ACT-117-10 FOR CONSTRUCTION TOLERANCES. ALTERNATE SEALANTS AT JAMB CAPS GM BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. GAPS LESS THAN 1/4' MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 15% OF OAP ALLOWED MOVEMENT. REFER TO SHEETS 4 THRU 7 FOR SELECTION OF MULLION/JAMB WITH REINFORCED & UNREINFORCED FRAMES. L. .O MULLION 'M1'? 1/4-20 X 2-1/4' HH BOLT W/ NUT & WASHER AT 6' FROM ENDS AND 22' 0.C. TYP. JAMB 'J2' 1 EXTERIOR D.L. OPG. SILICONE DOWSIL 790 DEPTH - 1/4' MIN. FRAME WIDTH D.L. OPG. OMULLION 'M3' SEE SHEETS 3 & 4 FOR MULLXNN CAPACITY #12 X 3/4' AI SELF DRIWNG SCREWS IN PAIRS AT 6' FROM ENDS AND 24' 0.C. MIN. & MAX. GAP SEE CHART BELOW 1111111 I777i !:•• VGEN Q No. 70592 '•.!PCOR10l.• FL #18411'� �.SIONAL"inflo111``��`` Sealed: 2/13/201 S o1 ry� mOotl tgfl fget o a• g gagi U a S• #3• drawing no. W15-71 eheet 9 of 12 • . . • • ..• .. .. . .• • •• •• •. • • . . •. •• •. •• • . • •• •• • . •. •..• •• • • • • • •. . •• • •. • . •• • • . •. • • .•• . • • . • . . •.. •. .• . • • • •.. . •. •• . . . • • . •. •• • . . • •. • • ▪ . • . . • . ••• . ..• 0 ...• . • •• • . . . •• . .• . • ...• •• MAX. SHIM SEE CHART BELOW TYPICAL ANC SEE CHART BELOW FOR SPACING AND CAPACITY OSECURED JAMB JAMB ANCHORS DESIGN LOAD CAPACITY - PSF 13" MAX. SPACING 6-1/2" SPACING l/4' MAX.3/8" MAX. I/2" MAUL 3/8" MAX t/2" MAX. SHIM SHIM SHIM SHDI SHIM wb7H (w) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) TNT.(-) INT.(-) MT.(-) INT.(-) INT.(-) 30' 145.0 145.0 145.0 145.0 145.0 36' 145.0 145.0 1268 145.0 145.0 42' 145.0 137.7 108.7 145.0 145.0 48" 145.0 120.5 95.1 145.0 145.0 54' 140.7 107.1 84.5 145.0 145.0 60" 126.6 96.4 76.1 145.0 145.0 66" 115.1 87.8 69.1 145.0 138.3 72' 105.5 60.3 63.4 145.0 126.E SECURED JAMBS (REINFORCING NOT REQUIRED) O 1 MAX. SHIM SEE CHART MAX. SHIM BELOW SEE CHART BELOW TYPICAL ANCHORS SEE CHART BELOW I FOR SPACING ACAPACITY oes _ 1 . 1 113Y 0R 28Y WOOD BUCK v. v. TYPICAL ANCHORS 1 SEE AND CAPSPACING CHARTFOR BELOW ACITY .;.. I 1/4' MAX. SHIM FOR ANCHORS TYPE C TYPICAL ANCHORS SEE CHART BELOW FOR SPACING AND CAPACITY METAL STRUCTURE 0 SECURED JAMB FL #18411 `11111 lll�I1I�l,/IIJI, V ; No. 70592 /ONAI `s• /11(111100 Sealed: 2/13/2018 z q� O q gi Rcg o • o, 040. J� 0 0 . b O C r • Y s b drawing no. W15-71 (sheet 1 0 of 12) • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • • • • • • • ••• •• • • •• • •• • •• • • 00, • • • • .•. O .125 4.999 • HEAD/SILL/JAMB/INTERMEDIAT•E 4 hJU 0N; • • •• • • • • • 3.499 WV • 4-6-141 1.799 • •• • • • • •• • • • • • • • ••• • • • • • • • • • • • • • •• • • • •• f + 1.350 .875 ► O { anJ J �/ 12�� 4.342 FIN SNAP O 3.499 FLAT SNAP O GLASS STOP • • • • • • ••• •• ITEM # PART # REQ'D DESCRIPTION MATERIAL MANY. / SUPPLIER / REMARKS 1 MR0-1 AS REO'D HEAD, INTERR, SILT, JAMB AND MUWON 6063-T6 - 2 MRG-2 AS READ FIN SNAP 6063-T6 - 3 MRG-3 AS READ FLAT SNAP 8063-T6 - 4 MRG-5 AS REO'D GLASS STOP 6063-T6 - 5 MRO-7 AS READ MUWON DIIu tNER 6063-T8 - 6 - - MULUON STIFFENER STEEL - 7 E236 AS REO'D GASKET (AT INTERIOR). BULB TPE, BASE POLYPROPYLENE - ULTRAFAB 8 - AS REO'O SPACER / OUTER GASKET (BULB SANTOPRENE, BASE POLYPROPYLENE) - CENTRAL PLASTICS MC. 9 - 2/ LUTE SETRNO BLACKS (3/6' X 1/4' X 4' LG.) EPDM TREMCO, DUROMETER 80t5 SHORE A 10 - 2/ LUTE SETTING BLOCKS (1 1/4' X 1/4' X 4' LG.) EPDM TREMCO, DUROMETER 60t5 SHORE A 11 #I2 X 1 1/2' 4/CORNER FRAME ASSEMBLY SCREWS ST. STEEL HEX. HEAD MACHINE SCREW 1.437 125 4.509 U 7 .250J MULUON STIFFENER r.375 4.000 HR 36 K51 OR CR 70 KW SEE MULLION CHARTS O MUWON STIFFENER SEALANTS. ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. Sealed: 2/13/2018 X 0 0 mot J MR. GLASS DOORS do WINDOWS INC 7440 N.W. 66 STREET MIAMI, FL. 33166 TEL (305) 470-8284 FAX. (305) 470-8285 0 O lc 1U a • Io 1 droving no. W15-71 sheet 11 of 12 • • ••• ••. ••• '•' •'• •• •• • • • • • • • • •• • • • • • • ••• •• • •• • • • • • • • • • • .•. • •• ••• • • • • ••• • •• • • •• • • • • • • • • • • • • • • • . • • • • •• • •• • ••• • y• •f,. • 1I, �11 I� f FRAME TOP/BOTTOM CORNER$ FRAME INTERMEDIATE CORNER$ Sealed: 2/13/2018 fay"u z ILoo` J n gag 7n Ombo fwq T 2 N as 2 r 2 ZJ 8 k t Y Y � drawing no. W15-71 (sheet 12 of 12 2/23/2018 Florida Building Code Online FLOPIOA.OGPAPTN,t3NT OF Business Professional Regulation Florida ��ppyy��QIggyyYY�1 r 6PR11sWrulkpltm OFFICE OF THE SECRETARY BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search Product Approval USER: Public User Product Aoprovnl Meru, > Produrt or AQpliretion Search > BQpliration List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL22527-R1 Revision / 2017 .// Approved O E.S. Windows, Inc. 10653 NE Quaybridge Ct. Miami, FL 33138 (305) 624-7775 achamorro@eswllc.com ]avad Ahmad alfarooq@afceng.com Manuel Perez 10653 NE Quaybridge Ct. Miami, FL 33138 maph@bellsouth.net Exterior Doors Swinging Exterior Door Assemblies • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • � • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Javad Ahmad PE-70592 Keystone Certifications, Inc. 07/16/2025 Ammad Riaz, P.E. OO Validation Checklist - Hardcopy Received FL22527 R1 SQ1 SS - Series 9100 SMI-9000 LMI OS Door - CI 2017.p ff Standard ASTM E1886 ASTM E1996 TAS 201 TAS 202 TAS 203 Year 2002 2005 1994 1994 1994 • Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtLaspx?param=wGEVXOwtDgtdytNblepz4w901 tPx6Lid%2fJOBaUNQ2Rg3ZUf2u5bhVQ%3"3d 1/2 2/23/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 10/20/2017 10/20/2017 10/24/2017 12/12/2017 02/12/2018 •••• • • • • •••• • • • •• • • ••• • • • •• • • •••• • • •••• • • • • • • • • • FL # Model, Number or Name • •••• Description • • • • • • ••_•• 22527.1 Series ES-9000 Aluminum Outswing French Door ••.• ••• Large missile impact resistd0i ilylpljnum outswip door • • • • • • 1 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +130/-130 Other: See attached drawing W17-91 for installation instructions. Installation Instructions. • • FL22527 al II SS - Serid%9;50 VS Door �LMI)-2017 DV% W J 7-9J p f • • •• • • Verified By: Javad Ahmad PE# 70592 • • • Created by Independent Third Party: Yes Evaluation Reports FI 22527 al AE SS - Series 9000 OS Door (1) PAE 2017.Rdf Created by Independent Third Party: Yes 22527.2 Series ES-9100 Aluminum Outswing Door Small missile impact resistant aluminum outswing door. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +120/-150 Other: See attached drawing W17-56 for installation instructions. Installation Instructions FL22527 El II SS - Series 9100 OS Door (5111)-2017 DW(; W17-56,pf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL22527 B1 9E SS - Series 9100 OS Door (a11)-PAA 2017p1f Created by Independent Third Party: Yes Back INcet Contact (Is :: 2601 Blair Stone Road Tallahassee FL 32391 phone; 850-487-1824 The State of Florida is an AA/EEO employer. failvr(gJ,t 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hem.. Product Approval Accepts: Credit Card Safe securityME 1&lcs' • • • • •• • • • • • •• https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz4w901tPx6Lid%2fJDBaUNQ2Rg3ZUf2u5bhVQ%3d%3d 2/2 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: E.S. WINDOWS, LLC. Manufacturer Address: 3550 N.W. 49 STREET— MIAMI, FL. 33142 Model Name: SERIES ES-9000 ALUMINUM OUTSWING DOOR (L.M.I) Maximum Frame Width: 47" (X), 89" (XX)" Maximum Frame Height: 110-1/2", 120 (O/XX) (O/X) Maximum Load: +130 PSF. -130 PSF (Large Missile Impact) Installation Drawings # W17-91 .0100 • • • • •• • •••• •• • • .• • ••• •• • 1=14427 • D"4 .0/19/3017 • • • • • • • • • • • • • - •• • •• • • • • ••• • • • • This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. Comparative analysis used _ Yes X No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST "DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by ASTM E283 Air Infiltration Fenestration Testing, Inc 05/10/2008 FTL-5554 Carlos S. Rionda, P.E. Leakage 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. Blackwater Testing Inc. 06/13/2017 BW-ESW-17-020 Constantin Bortes, P.E. ASTM E331 Water Fenestration Testing, Inc 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. OR ASTM 547 & Penetration TAS 202 ASTM E330 Uniform Static Fenestration Testing, Inc 04/27/2008 FTL-5556 Carlos S. Rionda, P.E. & TAS 202 Air Press. 05/10/2008 FTL-5554 Carlos S. Rionda, P.E. 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. Blackwater Testing Inc. 06/13/2017 BW-ESW-17-020 Constantin Bortes, P.E. AAMA 1304 Forced Entry Fenestration Testing, Inc 05/10/2008 FTL-5554 Carlos S. Rionda, P.E. Test 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. Blackwater Testing Inc. 06/13/2017 BW-ESW-17-020 Constantin Bortes, P.E. 9360 Sunset Drive STE 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooa@ afceng.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST TEST Test REPORT REPORT # Sealed by DATE FBC 1626.2 Large Missile Blackwater Testing Inc. 04/27/2008 FTL-5556 Carlos S. Rionda, P.E. (TAS 201 & 203) Impact & Cyclic Fenestration Testing 05/10/2008 FTL-5554 Carlos S. Rionda, P.E. ASTM E1886/1996 Laboratory 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. 06/13/2017 BW-ESW-17-020 Constantin Bortes, 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 of the 2017 Florida Building Code. Evaluation Report Engineer: ,,�.``�pD 1AHti1,•''� .` �P No 70592 • • • • • • • # •• • �J:": • ••• '9•. ST OF . J •••••• • • • JavadAhmad PE#70592 ''•O*c•�.oR\O."..•. •••:•• ••• • Al-Farooq Corporation EB # 3538 1 17 • • � ,,1M, .• Sealed: • ',.` �(ZQ •••••• • • ••• •• •••••• . • . •••• • •••• • • • :••••• • .• • •• • •• • • .• • •• •••••• •• • • • • ••.•• •• ••••• •••••• • • ••••:• • • •••••• • • 9360 Sunset Drive STE 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooci@afceng.com f;LfMfNUM OT1T WING TRANC ' DOORB SEE CHARTS ON THIS SHEET FOR DESIGN LOAD CAPACITY OF SINGLE DOORS WITH OR WITHOUT TRANSOMS. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DOUBLE DOORS WITH OR WITHOUT TRANSOMS. DOORS CAN ALSO BE USED WITH ES SERIES 8000 OR SERIES 9500 STOREFRONT SYSTEMS UNDER SEPARATE APPROVAL. MULLION ATTACHMENT, END LOAD AND CAPACITY TO BE REVIEWED BY BUILDING OFFICIAL. • •• •• •. . • . •• • •• •• ... • • • • ••• • • • • • GLASS D.L.O. DIMS, • • • e• • • • D.L.O. HEIGHT (DOOR) - •RAIjE i GHT - 16:50" =STD. THRESTjpLO) D.L.O. WIDTH (DOOR) - TAME •WID Ij-•14.0s25" • • • • • • •• D.L.O. HEIGHT (TRANSOM) 7 IRA? HEIGHT-•5.12�"• • � • D.L.O. WIDTH (TRANSOM) - FRAME WIDTH -•1"• • • • • •LEAF HEIGHT - FRAME • HEIGHT - 2.938" (STD. THRESHOLD) • • • • • • I.EAE.167Ii L,r„.iftAME WIDTH - 5.188" 4 t/2" MAX. SERIES 9000 • • • • : • • • • : HEAD/SILL • • • . • •••• • • • •• • ••• • •••• • • DOUBLE DOORS WITH STANDARD, SADDLE AND HIGH THRESHOLD AND SINGLE DOORS WITH STANDARD AND SADDLE THRESHOLD ARE NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SINGLE DOORS USING ES-9026 (HIGH THRESHOLD OPTION) ARE APPROVED FOR WATER INFILTRATION RESISTANCE. SEE SHEET 4 FOR DETAILS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDInON) FLORIDA BUILDING CODE INCWDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEOUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONOITIONS NOT SHOWN IN THIS DRAWING ARE To BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABEUNG TO COMPLY WITH SECTION 1709.9.2. • • • CORNERS •• 0 0 SURFACE APPLIED FALSE MUNTINS- MAY BE USED TABLE 1 DOORS LOAD CAPACITY - PSF • SINGLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) DOOR DIMS. "' CIASS�;y I.. _IAC1S3:., i )_}11C,AFS�....4} .._,A..., E *Axe TYPE 'El /'C' .OPTION 1(1 OPTION /2 OPTION /3 OPTION-#1 YF.V'Y'jJ FRAME FRAME EXT. (+) EXT. (+) ' EXT. (+) EXT. (+) EXT. (+) EM. (+) IXT. (+) WIDTH HEIGHT INT() INT. (-) .INT. (-) _ INT. (-) INT. (-) INT. (-) INT. (-) r 47_"'' 1r1,-i ! V%8{b"11._ 120.0 lf'v 90.0 - ` 120.0.-..:. -- 80,0 r{11'0.�.'-.`, 47' 110-1/2" 80.0 120.0 _; _ 80.0 90.0 120.0 80.0 120.0 S NGLE DOORS WITH SADDLE THRESHOLD LIMITED TO +90.0, -90.0 PSF SEE SHEET 8 FOR GLASS TYPES DESCRIPTION SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION • 47" ANCHOR TYPES 'C. OR 'D' `SEE SHEET 3 FOR / DESCRIPTION DOOR FRAME WIDTH I; Il II II /41 / 111 1 // /11 /, 1 \ 11 \ it \ II I vl II•-_- ' II I1 / / / .Q \\ ACTIVE 32 15/16" D.L. OPG. 41 13/16" • (6) ANCHORS AT TRANSOM ENDS fA Cn la O 47' DOOR/TRANSOM FRAME WIDTH 40" O.L. OPG. 4 1/2" MAX. J o I 0 E SURFACE APPUED iv 4FALSE MUNTINS g MAY BE USED AT 5T0AND HIOH O CO . THRESHOLD. LEAF WIDTH ANCHOR TYPES 'A1' INT NC. �..... .,' D. TYPICAL ELEVATION; TYPE ClAT SADDLE THRESHOLD ♦ SEE SHEET 3 FOR DESONPP[AM • ti x THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. JAMB ANCIIOI1S TAAD CAFlLCITY - PSF TABLE #2 ,.AjaG p99140/#1 Qirr taimp,X;4Y,L' OR WITH TRANSOM (0/X) DOOR DIMS. j .:12g.4S(1Ig.4 Di:1: 3/8" SHIM SPACE f 1/M §1EAC$ '"j SPACINU.i*T 16 0!Cy SPACING AT 8" 0.C. AT. 18" 0.C. AT 8" 0.C. F'.AT. 10 O C�. i 8"0.C. ANCHOR 'A' ANCHOR 'C FOAM i._D__ ANCHOR 'A' ANCHOR 'C' ANCHOR 'D' ANCHOR 'A' ANCIIOR 'C' ANCIIOR 'A' ANCHOR C ANCHOR 'A 7 FleIC014ANC110R EC_.: ""��AT 'A' ' ANCHOR 'C' FRAME WIDTH FRAME HEIGHTIS�Tf EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EST.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) r$Q�✓ 1i1.17:147i1 112.5 1200 11720:: 120.0 120.0 120.0 90.5 i 117.4 120.0 120.0 70.2 4.i1'7,.: 110.0 120.0 47" 110-1/2' 95.7 111.0 _95.0 _120.0 120.0 120.0 , 77.0 ! 100.0 120.0 120.0 59.7 78.9 93.7 120.0 SEE SHEET 3 FOR ANCHOR DESCRIPTION SINGLE DOORS WITH OR WITHOUT TRANSOMS SISE_CHADISALDILLOILS FOR THE CORRESPONDING ff0R 617E 1- FOR GLASS TYPE, LOCK AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLE 1. 2 SELECT THRESHOLD TYPE TO BE USED FOR WATER RATING. 3- FOR JAMB ANCHORS TYPE/SHIMSPACE OBTAIN LOAD CAPACNIES FROM TABLE 2. 4- TRANSOMS FOR SINGLE DOORS ARE WAITED TO ±90.0 PSF • THE LOWEST VALUES FROM STEPS 1, 2. 3 AND 4 WILL GOVERN. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FL #22527 `1111/111/ EJ , 1 II / n / 11 \ 32 15/16" O.L. OPG. 41 13/16" HEAD/SILL CORNERS 1 -- 1-, LEAF WIDTH 1 io TYPICAL ELEVATION (o/x) MN A- CONDUCTOR TO BE RESPONSIBLE FOR DIE SELECTION. P11UM1E 9S RISLYUAROF IN S Fl9OR.T NON MS 5 MOGUL" VALUATORVALUATORPATAOD IE/9E DOES E11 OPMTE 1E1Y TUE cowman ETMED ONA6 ODOREM. 0-16 PROOUCI EWLWI00 COCIUENI DILL BECONSIDEREDCONSIDEREDMNAW IF ALDRED IN MR TEATS C-SE SPEa9 PROJECTS MOLL OE MEWED BE A FFLORIDAEOS1GEo OMER OR WNW Ill BMX 119 OMER OF UMW (GOA)IREFOR TPR0Xnu, ANO BEL BE RESPONSIBLE FTic PROPER USE Of DIE PIA DOWER OF RECORD ACING AS A OEIEDAIED DOWER 10 OR PLO. 9Ri10WDAUBA S19 10 16 LOITER t SE FO swans MAWS R EAE1. O-DE PEA SOU E.• A d0 PAO MOWMOWSEA M9 SIMONE OF _ INC PAOFSSLN. MOOR OF EOM MID MM. R. No. 70592 ''7Ea��At TGr V' 1 Z 0 W *; 00 rn 1'- -17 Sealed: 10/20/2017 FAX. (305) 638-5158 drawing no. W17-91 sheet 1 0111 . ' 011 • • • ' • • ' • • • • • • • • . • • ••• •• • • • • • • • • .•. .• • • • • • • • • • .. •• • • • • • • • • . '• • • • • •• • • • ••• • ' • • ••• • •• 4 1/2" MAX. HEAD/SILL ANCHOR TYPES CORNERS SEE SHEET 3 FOR DESCRIPTION •• •. • • oo • • • • • • • 91011RIi j1 RI TH OR WITHOUT TRANSOMS Iles •• o o :FIR T%COIrnentho DOOR S17F • • • • • • • OB•- T41� 2QA�'D� CAPACITIES AN HINGE TABLE OPTIONS3. 2- SELECT 1HRE1IeLD TYPE TO BE USED. 3- FOR JAMB ANCHORS, TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE 4. 4- FOR HEAD ANCHORS, TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE 5. THE LOWEST VALUES FROM STEPS 1, 3 AND 4 WILL GOVERN. TABLE �13 4. DOORS LOAD CAPACITY { PSF -- - _-- - - _ �+..AIL13FUiF,rDDOa_1tSTt1.0YT T$413SAM.(h' LStR WITH TRANSOM (o/XX) DOOR DIMS ` GLp -_. _.. a:::::111` e.. 1;HINCES .i i �Frfli srre::a TYPE 'B'/'C' SPTIUN" !ti � 1 OPTION 2 rr OPTION r3 OPTION 1 alp PN �' tg FRAME WIDTH FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. O ..: EXT. (+) INT. (-) .. EXT. (+)._1 INT. (-) I _EXT. (+)_. INT. (-) . EXT. (+) INT 1 1i.R. i8rtl/": L QIQa 90.0 Y. .80.0_; 90.0 _90.0„_ J 80.0 r _)N 909__# 89' 110-1/2* 80.0 80.0 80.0 ---- -80.0 80.0 80.0 90.0 SEE SHEET 8 FOR CLASS TYPES DESCRIPTION SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION i---. ".-" JAMB ANCHOR$ LOAD'CAPA;cITY-.-..PSF TABLE #4 1-Januat,F-DOOSSJY1Tk{0(1T.TJiACrSv.;WQ:GR WITH TRANSOM (0/XX) DOOR DMS. c 1/4"' SHIM SPACE :i ' 3/8" - SHIM SPACE S 1' 2 57[1M _�lrAi 'j o SPACING AT 16' 0.C. SPACING AT 8" G.C. -'AT 16" 0.C. AT 8 0.C. . AT )6 0.C. AT 8 0.C. ANCHOR ANCHORANC110R ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCH01 NC11 ANCHOR ANCHOR FRAME WIDTH FRAME HEIGHT I EXT.(+) INT.(-) EXT.(+) INT( ) EXT.(+) EXT.(+) 94T.(-) EXT.(+) INT.(-) EXT.(+) 947.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 9R.(-) EXT.(+) INT.1l2 EXT.(+) NNT.(-) EXT.(+) 84T.(-) 1 .:7 " .: 110-1/2' 90.0 1MR.(_-. 90.0 90'i0. 90.0 90.0 90.0 I 90.0 90.0 90.0 90.0 74.9 l 90.0 90.0 89' 110-1/2' 90.0 88.7.^_90.0 90.0- 90.0. 90.0 81.3 88.7_ 90.0 90.0 63.1 83.3 90.0 90.0 SEE SHEET 3 FOR ANCHOR DESCRIPTION ANCHORS TABLE 5 " HEADCAPACITY A2497.4.11R R , � LARD: - PSF SS�Q XX) OR WITH TRANSOM (0/XX) DOOR DIMS. �._9 i " S M _ jI 0/B" SHIY SPACE.Virg:5nTMp ANCHOR TYPE 'C' ANCHOR TYPE 'A' 1pA :ANNCI10R1 h'YQE _Ei EXT. (+) INT. (- t..:;��90y0.;,: �61.2 ANCHOR TYPE 'A' ANCHOR TYPE 'C' �AA CL%42: 41YPE .'O ANCHOR TYPE 'A' FRAME WIDTH- FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-). j_ jr, ,1 90.0 90.0 SZIMI 90.0 90.0 73.0 69' ----------90.0.0 90.0 90.0 79.2 90.0 61.5 75" 110 1/2' 90.0 90.0 90.0 83.8_ 90.0 _ 85.1 85.9. ' 69' - 90.0 90.0 90.0 70.6 90.0 54.8 72.3 SEE SHEET 3 FOR ANCHOR DESCRIPT1O N SURFACE APPUED FALSE MUNTINS MAY BE USED 89" DOOR FRAME WIDTH CLUSTER OF 6 ANCHORS AT HEAD 3" 6' SEE CHART 5 ryp, FOR CAPACITY 1 i\ • \ I i is i-..., 3 ) r.' 1 \ \ \ \ \ \ \ 7/\\. p / / / / / / / / - // 1. I 1; 111 /1 / II -J _, / IF f - -' rr \ 11 \ 11 "==-rr-_= \ ii \ I; _ 11 \ II l!O\ /` / / O_ ___ \ \ % r �_ /1 INACTIVE -1,�- ACTIVE I 11I1 'ten 32 15/16" III/I TYP. 32 15/16" D.L. OPG. 41 13/16" D.L. 41 13 16" ANCHORS AT SILL INTO CONC. CLUSTER OF 6 TYPE 'AV AT STD. & HIGH THRESHOLD TYPE 'CI' AT SADDLE THRESHOLD SEE SHEET 3 FOR DESCRIPTION LEAF IDTH LEAF WIDTH ME Z ELEVATION,,,; (xx) _. b U C �a UU II: No SEE SHEET 3 FOR ELEVATION (0/XX) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-.09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FL #22527 '.1GENSc'•.. No. 70522 Mih,u ro w rN FAX. (305) 638-5156 • ''��Q�iryAoo L 11111`` Sealed: 10/20/2017 drawing no. W17-91 sheet .2 of 11 •• .. . •••, • • ••. • • • • •.• • • * ••• 5 1/4" HEAT STREW() GLASS .090" Interloyer Trosifol PVB By 'Kuroray Americo, Inc.' 1/4" HEAT STREN'D GLASS g \ SIUCONE DOW CORNING 983 ) GLASS TYPE 'A.1' 9/16" OVERALL 40 1/4" • • • • ▪ • • • DOOR FRAME WIDTH • . • • ▪ • • . • • ••* • • • . • • • 4 112"• • . MAX. •• • • • IED H��- • I H/SILL• • CORNERS ••� •• • • • •• • ••• • • • • ••• • • CINII F OR DOURI F DOORS WITHrXILTRANTOAt4 ILK -NARY[ AS FO LOWS FOR THE CORRESPONOINT IX1OR SI7F 1- FOR GLASS TYPE. LOCK AND HINGE OPTIONS OBTAN LOAD CAPACITIES FROM TABLE 3.1. 2- THESE DOORS APPROVED WITH STD. THRESHOLD ONLY. 3- FOR JAMB ANCHORS. TYPE/SHIIASPACE OBTAIN LOAD CAPACITIES FROM TABLE 4.1. 4- FOR HEAD ANCHORS, TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE 5.1. THE LOWEST VALUES FROM STEPS 1, 3 AND 4 WILL GOVERN. TABLE �13.1 DOORS LOAD CAPACITY - PSF SINGLE(X) OR DOUBLE(XX) DOORS WITHOUT TRANSOM SINGLE DOOR(X) DIMS. DOUBLE DOOR(XX) DIMS. GLASS LOCKS HINGES TYPE 'A.1' OPTION /3 OPTION /2.1 FRAME WIDTH FRAME HEIGHT FRAME WIDTH FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) j EXT. (+) INT. (-) 40-1/4" 99" 75-1/2" 99" 130.0 130.0 130.0 SEE SHEET 8 FOR GLASS TYPES DESCRIPTION SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION • a • .• •••111111111111112 . —vim / / • . ••• LEAF HEIGHT • • • ii 83 3/4" • • • •.. • •• W b a g CI o /1I / =;-- \ \iI —us— 1 • I/, II AILII II id \ I O\ v� l SURFACE APPLIED FALSE MUNTINS MAY BE USED 26_ 3/16" D.L OPG. 35 1/16" 75 1/2" 4 1/2" MAX. ANCHOR TYPES HEAD/SILL C' OR 'D' CORNERS SEE SHEET 3 FOR DESCRIPTION • a LEAF WIDTH TYPICAL El EVATION (X) TABLE �14.1 JAMB ANCHORS LOAD CAPACITY - PSF SINGLE(X) DOUBL.E(XX) DOORS WITHOUT TRANSOM _ - SINGLE DOOR(X) DIMS. DOUBLE 000R(XX) DIMS. 1/4" SHIM SPACE 3/6" SHIM SPACE 1/2" SHIM SPACE. ' AT 14-11/16" 0.C. SPACING AT 6" 0.C. AT 14-11/18"-AT 8" 0.C. AT 14-11/16" AT 8" 0.C. ANCHOR 'A' ANCHOR 'C'. & 'D' ANCHOR 'A', 'C'... k 'D' ANCHOR 'A' ANCHOR' 'C' ANCHOR 'A' & 'C' ANCHOR _ 'A' ANCHOR 'C' ANCHOR 'A' & 'C'. FRAME WIDTH FRAME HEIGHT FRAME WIDTH -FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) _-- EXT.(+) .._. INT.(-) _ EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 40-1/4" 99" 75-1/2" 99" 122.0 130.0 130.0 _98.0, _127.3 130.0.... 76.1 100.5 130.0 SEE SHEET 3 FOR ANCHOR DESCRIPTION TABLE #5.1 _ __ _ _ HEAD ANCHORS LOAD CAPACITY - PSF DOUBLE DOOR WITHOUT TRANSOM(XX) DOOR DNS. _1/4 SHIM SPACE 13/8" SHIM SPACE 1/2" SHIM SPACE ANCHOR TYPE 'A' ANCHOR TYPE 'C' ANCHOR TYPE '111 .ANCHOR TYPE 'A' ANCHOR TYPE 'C' ANCHOR TYPE 'A' ANCHOR TYPE 'C'. FRAME WIDTH FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (4) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-). EXT. (+) INT. (-) 75-1/2" gg" 130.0 130.0 130.0 1108.4. 130.0 84.1 112.0 I SEE SHEET 3 FOR ANCHOR DESCRIPTION mE lg SURFACE APPLIED FALSE MUNTINS MAY BE USED DOOR FRAME WIDTH 3" ^ael i 11'I;I_.III; CLUSTER Of 6 ANCHORS AT HEAD SEE CHART 5.1 FOR CAPACITY 16" MAX. HEAD 1 /.\\ VI 11 =u i III 1 — AI /II / Vol 1 nC__ II II \ \__JL___ \ -n- \ II / / ) - / { 1 i 4G ! \ \ \ \ \ \ ,/, •\ 1 / / / / / //111116\ /_!(/. E --Ar -/•-- ACTIVE 26 3/16"/ _ "ti TYP. 26 3/16" D.L OPG. 35 1/16" D.L. O 35 1 6" LEAF TH LEAF WIDTH ANCHORS AT SILL INTO CONC. TYPICAL ELEVATION CLUSTER OF 6 TYPE 'A1' AT STD. THRESHOLD (XX) SEE SHEET 3 FOR DESCRIPTION SINGLE AND DOUBLE DOORS WITH STANDARD THRESHOLD (SHOWN ABOVE) ARE NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FL #22527 • 111I111111 No. 70592 i7 fQ4'� If Ni 1" a U COIAL LE 1�•��• Sealed: 10/20/2017 drawing no. W17-91 sheet2,lof 1-1 wWITH 2" MIN. EMBED INTO FILLED BLOCKS (JAMBS) CC ANCHOR EDGE DISTANCES 4 INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. L_. — . — . — . _ . — . — . — . — . — . — r N�,�1YPE.0 'j/18" X .5" UITRACON BY 'FLCO'(Fu-177 KSI, Fy.155 KSI) �:041 y THRU 1BY OR 2BY WOOD BUCKS INTO CONCRETE OR BLOCKS F. .. '� WITH 1-1/4" MIN. EMBED INTO CONCRETE (HEAD JAMBS) :":� WITH 1-1/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ,o 11 rai;:i J7izd CONCRETE OfrBL)CKS • l :WITH 2" MIN EMBED INTO CONCRETE (HEAD/JAMBS) t i.. WITH 2" MIN EMBED INTO• FILLED BLOCKS (JAMBS) 1. _� .. ,•... ........i.. a mow... ty ........ i ...y.i i " • :� �CHOR EDGE DISTANCESEDGE DISTANCES ::4 INTO CONCRETE AND BLOCKS m 3-1/8" MIN. •i•• — INTO WOOD STRUCTURE_ 1-1/4" MIN. — — TYPE 0`IT1/4" TEKS OR SELFRILLIN DRILLING SCREWS (GRADE S CRE) � y4i • Y-INTO F.B.C. APPROVED MULLIONS i p� ..I+INTO METAL STRUCTURES (HEAD/SILL/JAMBS) ii (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE} ao ::ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN') .M e.STEEL: 1/8" THK. MIN. (Fy 36 K51 MIN.) i [4• le '(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PNME{YJ F ;ANCHOR EDGE DISTANCES ii *"' AI ;.,q ONTO METAL STRUCTURE = 1/2" MIN.;. TYPE 'A1'- 1/4" X 1-3/4" ULTRACON BY 'ELCO' (Fu-177 KSI, Fy..155 KSI) 1 DIRECTLY INTO CONCRETE (FOR STD. AND HIGH THRESHOLD) in WITH 1-1/2" MIN. EMBED INTO CONCRETE 4 ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. :'1;T YPE"C:1'-5/16"^X. 7" UITRACON BY!'ELCO (Fu-i77^KSI y- 55 Ksi) ;; : DIRECTLY INTO CONCRETE (FOR SADDLE THRESHOLD) • . .... ( tn. • WITH 1-1/2" .MIN. EMBED INTO CONCRETE ':4a ANCHOR'EDGF DISTANCES iti=...�...UFTOCONERtT +3 .1/8.4MN ..�....�,: WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pe - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. •• •• •• • •• • • • , • • • _• • • • •• •• ••.• • • • ••• • • • • • • • • • • • ••• • • • • • • • •• •• • • • • •• • • • • •• .• • • ••• • : ... • •• ••• • . ...i-. .--........• • • • •• • • I. TYPICAL ANCHORS: :SEE ELEV. FOR SPACING • • • • • • TYPE 'A'- 1/4" X 5" UITRACON RY 'FI CO' (Fu=177 KS', FY il'}J KS) • • w W THRU 1 BY OR 2BY WOOD BUCKS INTO CONCRETBs OR 1:44S • • . • • • • • • to il WITH 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/AB6) • : • . � • • WITH 1-1/4" MIN. EMBED INTO FILLED BLOCK% jJAABS) • • • •• • •• • a DIRECTLY INTO CONCRETE OR BLOCKS • • • • • • • • WITH 2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) • • • • • • (6) ANCHORS AT TRANSOM ENDS 89" 4 1/2" MAX. HEAD/SILL CORNERS DOOR/TRANSOM FRAME WIDTH 82' O.L. OPG. N r. W 2 c 1 J c II II �� y7T1t ; : ,I✓ u SURFACE APPLIED FALSE MUNTINS MAY BE USED c 11 ,I II • \ • • \ • // • • io / INACTIVE 32 15/16" \_i -? f I, D.L. OPG 41 13 6" ACTIVE 3" T32 15/16" D.L. OPG. 41 13/16" LEAF 107H LEAF WIDTH ANCHORS AT SILL INTO CONC. CLUSTER OF 6 TYPE 'At' AT STD. & HIGH THRESHOLD- TYPICAL ELEVATION TYPE 'CLE THRESHOLD SEE DESCRIPTION AT SLEFT (O/XX) — 2 z eo SEE CHARTS ON SHEET 2 FOR DOOR AND TRANSOM LOAD CAPACITY 1X OR 2X WOOD BUCKS AND METAL STRUCTURES NOT BY E.S. WOW., MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. FL #22527 Aw 8 �'vGENB�e'�� m�V W17-91ES U S W 2 0 8 sheet 3 of 11 • • • . , • • . • . .11.1. • • • •. • • • • • •. • • ••• • • • E.S. WINDOWS • • •.. 8000 OR 9500 • • • • WINDOW WALL SYSTEM • • • • • • • • SEE SEPARATE APPROV � • • • • • • • • • • • • 41 13/16" FOR DOOR MULLION •41 .13/I B' • • • • • • • • MAX. AND MULLION ANCHORS • 1.4*. • • • • LEAF WIDTH REQUIREMENTS LEAF WIDTH• • • • • • � O WIDTH ••• • H II ;/. 0' �• •\ I �/ • • • r — —ram= / i N N m / • i • • • \ i• • i Ii 1 . _ r • • • • y II E.S. WINDOWS 8000 OR 9500 WINDOW WALL STJI LIA SEE SEPARATE APPROVAL ,; FOR DOOR MULLION AND MULLION ANCHORS REQUIREMENTS 41 13/16' MAX. LEAF WIDTH 41 13/16' MAX. LEAF WIDTH EXT. D.L. OPG. F.B.C. APPROVED SERIES 8000 WINDOW WALL SYSTEM BY 'E.S. WINDOWS' UNDER SEPARATE APPROVAL. F.B.C. APPROVED SERIES 9500 WINDOW WALL SYSTEM BY 'E.S. WINDOWS' UNDER SEPARATE APPROVAL. LOWER VALUES FROM DOOR CAPACITY CHARTS OR LOWER VALUES FROM DOOR CAPACITY CHARTS OR STOREFRONT APPROVAL WILL APPLY TO ENTIRE SYSTEM. STOREFRONT APPROVAL WILL APPLY TO ENTIRE SYSTEM. REINFORCING WILL VARY SEE CURRENT APPROVAL OF SERIES 8000 WINDOW WALL SYSTEM FOR DETAILS REINFORCING WILL VARY SEE CURRENT APPROVAL OF SERIES 9500 WINDOW WALL SYSTEM FOR DETAILS FL #22527 LEAF WIDTH Sealed: 10/20/2017 drawing no. W17-91. sheet 3.1of 11 • •• • • • • • ••. • •• • • • • • •• • • ••• • •• • ••• •• • • ••• ••• • • • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ^ g0GEDb7. • • • • TYPICAL CHORS 1BY OR 2BY WOOD DUCK, • 2 4' Lf1w0 SEE NOTE SHEET 1• • FFii•THIS LOND ORLY • SEE EVATI&S • CONCRETE • • • • FO SPAQND • ?ON PSI MIN. • • • • • • • ) NOT APPR'D FOR WATER RESIST. ES-9014 - NNW O CONCRETE '• .. i n. _'.3000 PSI UN. EDGE DIST. \/ TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING STANDARD THRESHOLD PNOT HINGES OPTIONAL TO BUTT HINGES NOT APPR'D FOR WATER RESIST, r _ ES-90151 DOOR CLOSERS OPTION APPR'D FOR WATER RESIST. (SINGLE 000R ONLY) ES-002e FdR• SADDLE THRESHOLD USE ANCHOR TYPES 'CI' ONLY SEE ELEVATIONS SADDLE THRESHOLD - FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING t i F.B.C.. APPROVED •a • MULLION•& MULLION ANCHORS SEE -SEPARATE APPROVAL ; • • • • ;I l CONCRETE 3000 PSI MIN. • •EDGE. AST. ALTERNATE . ° .. 'CONCRETE 3000 PSI MIN. HIGH THRESHOLD SEE SHEET 11 FOR DETAILS AND UMRATIONS arm TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING W/ RIPPED LEG DOOR HEAD SERIES-8000 FRAME OPTION DOORS SHOWN WITH SERIES-9500 FRAMES CAN ALSO BE USED WITH SERIES-8000 FRAMES. FL #22527 OMAt.1 ttt i/NINIt° COMP-ANL\W17-91ESWq 1 FAX (305) 638-5158 • 0 O C YI to 13 c 0 9 O 5 5 1 drawing no. W17-91 (sheet"4 of 11) Sealed: 10/20/2017 • ••. • • • • •• • • • • • • •• • . •; • • • ••. • • • • • ••. • • • 1/2' MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 de 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING HINGE OPTIONS SEE SHEET 9 FOR DESCRIPTION AND SHEETS 1 & 2 FOR CAPACITY 1 /2' MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 sd 2 1BY OR 2BY W000 BUCK EXTERIOR D.L.O. LEAF WIDTH DOOR FRAME WIDTH INACTIVE EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WIDTH if, CD LEAF WIDTH 1/2' MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 & 2 TY• ANCHORS SEE LEV. F•- SPACING 1/4' MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 & 2 . DOOR FRAME WIDTH LOCK OPTIONS SEE SHEET 9 FOR DESCRIPTION AND SHEETS 1 & 2 FOR CAPACITY TYPICAL ANCHORS SEE ELEV. FOR SPACING ALTERNATE TYPICAL ANCHORS SEE ELEV. FOR SPACING EXT. rr ...;.... OR JAMB �-�J+-' +SERIES-0000 FRAME OPTION' } i 1 DOORS SHOWN WITH SERIES-9500 FRAMES CAN ALSO BE USED WITH SERIES-8000 FRAMES. FL #22527 /11� ONAti ' Sealed: 10/20/2017 SERIES-9000 ALUM OUISWING FRENCH DOOR (LM.I.) drawing no. W17-91 sheet 5 of 11) •• • • •• • • • •• • • •• •• • • •••• '•• • • • • • • • • • •S. • • • CONCRETE EDGE DIST. 3000 PSI MIN. p-CONCReTE 3000. PSI . M1(1. . . S • •� FQR ACA S •S • .IN. • LDGE •• I • ••• RE1•'Mly O' �... • P9! •• • 0 k i ` 14 TRANSOM SERIES-9500 FRAMES _ • r• N • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • ••• �• ••• • • • •i) •• • • • • Lo I0 •• • • ALTERNATE 1 TRANSOM SERIES-8000 FRAMES OPTION 1/2' MAX. LOAD BEARING SHIMS SEE CHARTS,. SHEETS 1 & 2' TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 & 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING Zo a DOORS SHOWN WITH SERIES-9500 FRAMES CAN ALSO BE USED WITH SERIES-8000 FRAMES. EXTERIOR D.L. OPG DOOR/TRANSOM FRAME WIDTH ALTERNATE TRANSOM SERIES-9500 FRAMES EXTERIOR D.L. OPG. DOOR/TRANSOM FRAME WIDTH TRANSOM JAMB SERIES-8000 FRAMES OPTION FL #22527 ``/IIIIII\ •At! uGENg•..., No. 70592 [./O NAL _inn11� Sealed: 10/20/2017 ��u Z drawing no.- W17-91 sheet '6-Of 11) • • ••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• • ••• • • • •• •• • • • • . • • • • • • • • • • • • • 2.500 354 1.953 ALTERNATE OPTION (Series S-8000) V \ w .w (' COMP-ANL\W17-91ESW)I .0904- .070 4.968 a i----••• • ' , • • • • • • • ® • • • • • • • • • • • • • • • • JAI.�� . ••• • • • • • • • • • •• • • • • 1`ILL�R 5.000 200 • ••f500 :•• .. • • 6 +� • • • 6170• • • • • 1 . • 13.988 • • • • • • • • • • AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (306) 2546100 FAX. (305) 2526978 .4- sr4'fil-i'd 2.500 L 2.500 )[:::.] .090 Igo .920 F 2.750 1.750 500 I 1.953-11.063 L @ DOOR STOP - 4 �2.465--��1i E1 DOOR HEADER Series 9000 4+ 4.970 .220 OSG _I 3.984 Ts TRANSOM HEAD S-8000 2.232-�{ 11.110 i1 TRANSOM HEADER Series 9500 E3 DOOR_ JAMB Series 9000 I-q 289 ® 1.000 -- 3.984 2.032 .200 110 7YP. DOOR STOP COVER .127 _- 1 1.681 .060LT u HEAD 1.118 COVER 1.117 -� 9 .� '95,._ �- 4 2.750 L - 3.937 2.437 4.874 1 'SERIES-9000 ALUM OUTSWING FRENCH DOOR (LM.I.)] E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL. (305) 638-5151 FAX (305) 638-5158 3.383 r320 2.250 T .312 0 CORNER 625 BLOCK J 1.000 L .078 4.968 II' .320 -•-I E4. TOP RAIL II F-- - -$ ® TRANSOM GLAZING ADAPTER Ts HORIZONTAL AT DOOR S-800 I1.000 2.905 1.317 �•j 1.750 �•j .578 06 �' .070 TMP• Eli!' CLOSURE _1.810-1 2.000 DOOR 1•250 � STOP 3.500 4.422 Ee HINGE/LOCK STILE O I .320 r 0TRANSOM G- .070 ADAPTER y7y6 .156 094 y �g .125 f-s 6.500 9.082 5.000 7.562 (E5) (ESA) (E5) (E5A) f' J .110 7.437 10.00 (E5) (ESA) 4.374 .910 TYP. 5.000 3.750 L 3.438 .110 .320 125 2.250 1.427 .060 .835 250 .960 1.000 1 1.000 .060 O JAMB FILLER .206 S-8000 O TRANSOM JAMB S-8000 150 �] T3 TRANSOM GLASS STOP .320�j �•�- 1.786 O 3.436 MEETING STILE - INACTIVE LEAF 250 • y E9 GLAS$ .283 $TGP 1 748 -j d-_� �'` .654 I�( 1427 1YP. 1'1111 .603 L,.972-�I .080 I 1.950 I 1.332 .283 �- 1.117 f 1.000 �""' 011111 I I•-2.232--^1 © STD. BOTTOM RAIL ® HI -PROFILE BOTTOM RAIL 4.J74 yII O 3.436 .,10 I 320 �'HEINEN -' 1.141 �.125 GLASS STOP (INsuL. LAM. GLASS) TRANSOM GLASS STOP S-8000 a p a .._ "� 3 � R k 1(---- 2.250 I -} .125 a DOOR SWEEP ® CORNER PLATE - 1,11111) N�7i- _ ... j�-2.445 ... _ -.122 ```�� J� 0 SEE SHEEP 11 FOR •' �,aEHBe ' HIGH THRESHOLD DETAIL 950 1 b � No. 706.2 soo1 so C% Y Y� 500 _ tr = • .122 -� CHLOCK BACK 1.203!- UP (. PLATE 'drawing "no.' 4.500 E7A ALTERNAE590t5RESHOLD '•. • •. .. FL #22527 ''!ss! VAICI 1.‘ s 3.436 MEETING STILE - ACTIVE LEAF 4.933 8THE 9014HO sheet 7 of 11 Sealed: 10/20/2017 • • ••• • • •• •• • • •• • •• • • • • • • •• • • • • • • • •• •••• •• • • •• •• • •• • • • • • • •• • • • • • ITEM 9' PART 9 QUANTITY DESCRIPTION MATERIAL' • MANP./SUPPLER/REMARKS ITEM / PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE. SURE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) /► TEL. (305) 284-8100 FAX. (305) 262-6978 COW-ANL\W17-91 ESW �I E1 E59012 1 000R HEADER 'I. T6 •� - T1 E59506 TRANSOM HEADER. Serbs 9500 6063-T6 - E2 ES9014 1 • STANDARD THRESHOLD • • •. 6 •8051 6063-T6. •- • • • T2 ES9019 TRANSOM ADAPTER 6063-75 - E2A E59015 1 SADDLE THRESHOLD • • • 6 .T6 i 6 - • • • • • • • • 6 T3 E59018 TRANSOM GLASS STOP 6063-75 - E2B E5-9026 1 HIGH THRESHOLD • • a ■60�6 ZO.3-T6 : - • • � • • e T4 ES9502 [ HEAD COVER 6063-75 , - E2C E5-9027 1 - THRESHOLD COVER • • 6063-T5•W • •• •. - • • •-. y • WTI _ /10 v 1/2" F.H. ST/ST SINS - - E3H E59013 2 DOOR JAMB - HINGE 6063-T6 - -� - ' MT2 'TRIM GASKET ,.-... SILICONE E4 ES9001 2 'TOP RAIL' 6063-15 -. - Mr3 -- _. .. INTERIOR SPACER 1/4" x 1/4" FOAM E5 E59002. 2 STD. BOTTOM RAIL • • 6063-76 - MT4 AS REOD. SETTING BLOCKS (1/16" x 3/4") AT 1/4 POINTS EPDM DUROMETER 8015 SHORE A E5A ES-9000-031 2 HI -PROFILE BOTTOM RAIL • 006i-Te•• • •a = • • • • • • T5 ES8005 AS REOD. TRANSOM HEAD S-8000 6005-76 - E6H E59003 2 HINGE/LOCK STILE.. __._ • 111%16e51-Ty: • • • • • • • T6 ES8013 AS REOD. 'HORIZONTAL AT DOOR S-8000 6061-76 - E7 ES9006 1 MEETING STILE - INACTIVE LEAF • • 7 - T • • • • • • • • T7 -ES8012 AS REOD. TRANSOM JAMB S-8000 6005-76 - E8 E59007 1 MEETING STILE - ACTIVE LEAF • • •60611-T5 4 • • , - • • • • • • • T8 ES8003 AS REOD. JAMB FILLER S-8000 6005-75 - E9H E59004 4 HORIZONTAL GLASS STOP _6063-T5,-- 19 E58006 'AS REDO. . TRANSOM GLASS STOP S-8000 ' - 6063-T5 - E9V E59004 __ 4 VERTICAL GLASS STOP _ 6063-75 - 710 ES8014 AS REOD. TRANSOM GLAZING ADAPTER 6063-T6 - E9.1 ES-9029 4 GLASS STOP (INSUL. LW. GLASS) 6063-T5 - n / 1/4" HEAT .090" Troetfol 8Y STREN'D Interlayer 'Kuroroy 1/4" 1 � GLASS PVB America, Inc.' HEAT STREN'D GLASS SILICONE DOW CORNING 983 DOW CORNING 795 \\ ;a/ vl a]J 1/4" HEAT .090" SentryClas By STREN'D Interloyer 'Kuraroy 1/4" GLASS America, Inc.' HEAT STREN'D CLASS SILICONE DOW CORNING 983 DOW CORNING 795 \\ E10T E59008 4 CORNER BLOCK -TOP 6063-75 - - E10B E59008 4 CORNER BLOCK - BOTTOM 6063-75 - E117 E59009 _ 4 CORNER PLATE - TOP 6063-T5 - E11B ES9009 4 CORNER PLATE - BOTTOM 6063-75 - SERIES-9000 ALUM OUTSWING FRENCH DOOR (LM.I.) I E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL (305) 638-5151 FAX. (305) 638-5158 E12 E59010 4 SUPPORT ANGLE 6063-75 3/4" X 1" X 1/8" X9"'LONG E13 ES9011 AS ROO. HINGE BACKUP PLATE REINFORCEMENT 6063-75 . - E14 E59020 1 LOCK BACKUP PLATE REINFORCEMENT 6063-T5 _ E15 E59016 AS R00. JAMS FILLER 6063-76 [ - E76 E59017 AS ROD. REINFORCEMENT 6063-T6 - El E59021 1/ CLOSER CLOSER SUPPORT CUPS (PAIR) 6083-75 - E18 E59022 1 CLOSER DOOR STOP 6063-75 - E19 E59023 1/ CLOSER - CLOSER COVER PLATE 6063-75 E20 ES9005 DOOR SWEEP - - E21 E59051 ` DOOR STOP - I I I E22 E59052 'DOOR STOP COVER - / 147 28 /12 x 1" P.N. 51/51 SINS _._ - - __ _. ,... 4 : r GLASS TYPE 7 te �\ '- A ' -- GLASS TYPE 'B' M2 'AS ROD. -612 - 24 x 1/2" F.H. ST/ST MS - - M3 18 /8 - 32 x 1/2" P.H. ST/ST MS - - M4 16 3/6" - 16 x 1" HEX.,BOLT - - - MS E59000-001 AS ROD. WEDGE GASKET EPDM DUROMETER 70. R: 9/18" OVERALL f ...+«..,...r....w. 1/4" TEMP. GLASS 3/8" NR SPACE 3/16" 3/16" f 9/t6" OVERALL HEAT STREN'D GLASS 3/8" MR SPACE CONSISTING OF: M6 ES9000-002 - A5 ROD. SPACER GASKET EPDM DUROMETER 70 1revisions: - -_--- J no date by description M7 E59000-G03 ' AS R00. BULB VINYL. BASE-POLYPROPRENE, BULB-TPE - ULTRAFAB, DUROMETER 73 M8 E59000-81 AS REOD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80l5 SHORE A M9 AS ROO. HINGE 4 1/2" x 4" - - M9A AS ROO. OFFSET PIVOT HINGE ALUMINUM - M12 1 3 POINT LOCK - - SPACER' M13 1 KEY CYLINDER - - 090" Trosifol By Interlayer PVB 'HELIMA' LOW PROFILE ALUMINUM SPACER 'Kuroray America, Inc.' BY 'LINGERMANN GMBH' 3/18" HEAT STREN'D GLASS AROUND THE PERIMETER OF THE GLASS. PFRIMETER SEALANT• 1A14 1 iHUMBTURN - - M15 1 2 POINT LOCK - _ M16 1/ LEAF DOOR CLOSURE P - ` =" =--- ""' M17 2 PUSH - Pull - _ \ n r� S L5 / , SILICONE DOW CORNING 983 DOW OCORNING 791 DOW CORNING 795 GE 2000 \ I I. - \) M19 W13273NK. A5 ROD. - PILE - HEADER - - M20 W23451NK AS ROD. PILE - MTG STILES - - -- _ - M22 - 1/ CLOSER CHANNEL SPACER 5/8" X '1-3/4" - - _ .. . _ .-.. _ .--, p a K •--. I n E « •--, g •-- « • M23 2 THRESHOLD CLIP _.. - - M24 AS ROD. STRUCTURAL SILICONE - [ � ill ` -el r. `'pAA111O111 •lAZ,A6r�,, M25 AS ROD. SILICONE - - 11 �\ I :�\ y� `10Et44.. ;'CJ'' ' IA26 2/ CLOSER 1/4 - 20 x 2" HEX. BOLT - - - \ Y \ K ++ L \ _ � / / T. - No. 7� - = {7 *- M27 3/ CLOSER 010 x 1" P.H. ST/ST SINS - - M28 6/ CLOSER 110 x 3/4" F.H. ST/ST SINS - - r drawing dW 91 ' ' M"29 3/ CLOSER 610 x 1" F.M. ST/ST.SMS - _- _- GLASS TYPE C M30 A5ROD.' /8 v 1 1/2" F.H. ST/ST SINS ' - - .(� '•, i-1/8" OVERALL . �..: , 'ISS' IOL;.••_r S:i:LJ rIT7(7 OPTIONfi" I L #22527• gAONALL��AGGtaa,�ll` M31 W13351NK AS ROD. PILE - DOOR SWEEP - - - M32 W13275NK_ AS ROD... PILE - HEADER _ - - _.. _ sheet '8 of 11) Sealed: 10/20/2017 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• • • • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • • • LOCKS: J(See Table #1 or #3 for Load Capacities) drdrondwines ,)OPTION #1: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' #1285 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH (1) #14 X 1" HH SELF DRILLING SCREW AT ONE END AND (2) #12-24 X 1/2" OH MACHINE SCREWS AT OTHER END • • :• OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'ADAMS RITE' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) #10-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2) #10-24 X 1/2" FH MACHINE SCREWS AT OTHER END QET,ION # • • . • • •• • •• • • • ••�'" • • • • • • • : CONCEALED VEETICAC 120D PANIC: EXIT•DE►ICE BY 'JACKSON PANIC•SYSTEM' /2044 ipcAV AT 41" FROM SILL AT EACH LEAF. FASTENED WITH (1) #14 X 1" HH SELF DRILLING SCREW AT ONE END AND • • • #M 12sj 2124 *11/2; OH MnIiINE VIEWS AT OTHER END • • • • • • CDNcAL D ♦ERfICPR•ROD'PANIC EXIT• DEVICE BY • R•04tA11 to qv M 40" FROM SILL AT EACH LEA • • • • • FASTENED WITH (2) #12-24 X 1/2" FH MACHINE SCREWS AT ONE END PANIC EXIT DEVICE OPTION #1 OR #2 • H[N.GES:� (See Table #1 or #3 for Load OPTION #1: OFFSET PIVOT HINGES ALUMINUM AT TOP AND BOTTOM FASTENED TO FRAME AND THRESHOLD WITH #10-24 X 1/2" FH THREAD CUTTING SCREWS (2) AT THRESHOLD, (2) AT JAMB BOTTOM (3) AT FRAME HEAD HEAVY DUTY BRASS OR BRONZE AT MIDSPAN FASTENED TO FRAME AND LEAF WITH (4) 1/4-20 X 5/8" MS Capacities) OPTION #2: 4 X 4-1/2" ST STEEL BALL BEARING BUTT HINGES LOCATED AT 11" FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF STILE WITH (4) #12-24 X 1/2" FH MACHINE SCREWS PER HASP OPTION #3: ACTIVE LEAF' KEY OPERATED THREE POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH (2) #12-24 X 1/2" FH MACHINE SCREWS INACTIVE LEAP MANUALLY OPERATED TWO POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH (2) #8-32 X 1/4" PH MACHINE SCREWS OPTION #2,1: 4 X 4-1/2" ST. STEEL BALL BEARING BUTT HINGES (4) PER LEAF (1) AT 9-5/8" FROM TOP TO CL OF HINGE (1) AT'10-5/16" FROM BOTTOM TO CL OF HINGE (2) INTERMEDIATE HINGES EOUALLY SPACED FROM TOP AND BOTTOM HINGE FASTENED TO DOOR FRAME AND LEAF STILE WITH (4) #12-24 X 1/2" FH MACHINE SCREWS PER HASP 3/e" HEX STEEL TIP BOLT GUIDE STEEL ROD WITH 1HREADEO ENDS Iiiii ii/- THRESHOLD BOLT z ' o1 '4 a gigi o o 2 C IL - g JG�d Q W W 2 3 a 0 i th EE Lf FAX. (305) 638-5158 c 0 0 c O u O 5 S drawing no. W17-91 (sheet 9 of 11) Sealed: 10/20/2017 TOP RNL WELDED TO VERT. STRE • • ••• • • • ••• .• •• • • • •• •• • • • • •• •• •• • • . • • • • • • • • • • • • • •• • • •• •• • • • • ••• • • • • ••• FRAME TOP CORNER THRESHOLD CORNER #10-24 X 1/2" FH THREAD CUTTING SCREWS PIVOT THRESHOLD CORNER FL #22527 #10-24 X 1/2" FH THREAD CUTTING SCREWS ttttt it, Sealed: 10/20/2017 drawing no. W17-91 sheet 10 of 11) CONCRETE 3000 P51 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • ... • • • ... . . .. . • • . .. . • • • • •• •• • • • • •• • • •• •••• •• • • • • •• •. . •. •• • ... • •• • • • • 041111 • ... • • • • • • .. • .. • • • • .. • • • • • • • • • • • • • • •• • • • ... • •• • • • • ••• • ... • .. • • • .. ... .. • • • • • • .. • • • • • ... .. HIGH STRENGTH GROUT POURED & HARDENED Fe - 5000 PSI MIN. NOT BY E.S. WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE HIGH THRESHOLD OPTION APPROVED FOR WATER RESISTANCE WHEN USED WITH SINGLE DOORS NOT APPROVED FOR WATER RESISTANCE WHEN USED WITH DOUBLE DOORS SINGLE DOOR HI —THRESHOLD CORNER FL #22527 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION NOTICE OF ACCEPTANCE (NOA) PGT:Industries,?Inc: ' ',; 1070 Technology D "rive North Venice;=FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • • • • This NOA shall not be valid after the expiration date stated below. The Miami-Daddceutty Pro4ucK1ontroj • • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade•Cvuaty) resegv/tl right • to have this product or material tested for quality assurance purposes. If this product or material fails tg perform in the accepted manner, the manufacturer will incur the expense of such.testing and Ile, ma3 immediately revoke, modify, or suspend the use of such product or material within 'that. jurisdiction. REI4 • • • • reserves the right to revoke this acceptance, if it is determined by Miami —Dada Lrtitty Prodi¢t •eontrot • • • • • Section that this product or material fails to meet the requirements of the applicabl of uilaing codd.• • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy • This product is approved as described herein, and has been designed to comply will: 'tie Florida Building • • Code, including the High Velocity Hurricane Zone. ESCRIPTION i Series "PGT" Clipped• Extruded Alunninutn Tube Mullion �PPRUVAL DbC'ITIVIERT. Drawing Igo. e3U0JR, titled "impact—kesistant Aluminum TubeIViullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. • • ■ ▪ : .'NOA:No.17-063001' ▪ ' • Ezpiration'Datec May.26,2021;:; •_`. Approv, aI Dat Novemb .r_09J 2017,_; Page 1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS • • • • . 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : .• . • • • • • 2) Uniform Static Air Pressure Test, Loading per FBt, TA -94 3) Water Resistance Test, per FBC, TAS 202-44.:.. • 4) Large Missile Impact Test per FBC, TAS 20}•94. • 5) Cyclic Wind Pressure Loading per FBC, TAP203-94 • 6) Forced Entry Test, per FBC 2411.3.2.1, and't 1S Z02-94 : • •' along with marked -up drawings and installation diagram, A. • *Iipped .aluminum • • mullions, prepared by Fenestration Testing Lab, Inc., Test:Rerpoft No. F'I;L-6443 • (samples A-1 thru E-1), dated 02/28/11, and addendum lette4 daLecj 05/05./W, signet and sealed by Marlin D. Brinson, P.E. . • . . • (Submitted under NOA No. 10-0819.05) •• C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-6t Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS ••••• 1. Notice of Acceptance No. 16-0218.03, issued to PGT Indust:es, •Thc. for t41tif Series • "PGT" Clipped Extruded Aluminum Tube Mullion —I. apkeqd on •• 04/14/16 and expiring on 05/26/21. •• •••• • •••• • •••• • • • • •• •• •••• • • • • • • • • • • • • • • • • •• • •• • •• • • • • • • Jorge M. Plasencia, P.E. P,6duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 • • • • • • • .. .. • •• • ••• • • • • • . • • ••.• •• • • • ••• • • • •• • • • • • •. • • • • • • • • • •• • • SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1. MULTIPLE MULLIONS SEE DETAILS A THRU G; SHEETS 2-4 VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL SEE DETAILS / \ # �, SHEETS 2-4 I / \" ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULL LENGTH "SEE DETAILS A-0,G,H; SHEETS 2-4 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFK3URATIONS: NULL LENGTH r OPENING HEIGHT FOR HORIL MILL SINGLE MULLION SINGLE MULLION \ SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE CODES/STANDARDS USED: -+a2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •20:4 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL. ADM-2015 SAISI S100-12 •AISC 360-10 SEE DETAIL E, SHEET 3 SEE DETAILS A THRU G; SHEETS 2.4 OPENING HEIGHT FOR HORIZONTAL MULL FENESTRATION PRODUCTS MAY EE or ANY TYPE. MUST BE MANUFACTURED BY PGT. t--FOR IZ MULL LENGTH --I OPENING WIDTHFOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS • • • N NO S: • • • • • • • • • • • • • • • • 1}DEiAILQ SHOWN E FORN IE MULLIOy ONLY,.N/�C, HORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE •FENESTRATION P CT INS1ALLATION•TYPIf•AL "PLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCtO INSTILSBR FOI THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2)J1-E D NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS NAVE BEEN ST eAS "PRIE-FLQAyyG' Aryp NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HA�‘I F Olin TEPAN N4' FROO j -rHt CLIP. • • • • • 3 TltE ANCHORAGE j�ET��,'3# SNAWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED INTHISANCHOR EVALUSURili AT ON. T mitLOADDURATiON FACTOR WAS USED CALCULA1ED TO DEFLECT NO MORE HFOR THE EVALUAT.ON U1130. THE 1/3 NEOF WOOSS INCREASE SCREWS T USED 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN CN THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS. FTL-6443; ELCO U:_TRACONIAGGRE-GATOR NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE I-MIZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS VOA. VERT. MALL LENGTH GENERAL NOTES..........__.._._..-.. INSTRUCTIONS.... _........,..._.._..._..1 ELEVATIONS ...................._............. 1 MULL TO 2X WOOD .........._........_.. 2 MULL TO 1X 8 MASONRY_ ..... ....... 2 MULL TO MASONRY ....................... 3 MULL TO STEEL STUD ..._..._....... 3 BAY MULL INSTALLATION....__...... 4 1 X2 X.125 MULL. SPECS_.............5 1 X 2 X .375 MULL SPECS_.._........6 1 X 2.75 X .975 MULL SPECS 7 1 X 2.75 X .65 MULL SPECS...0 1 X 3.125 X.500 MULL SPECS . 9 1 X 4 X .125 MULL SPECS...__ 10 1 X 4 X 375 TUBE MULL SPECS11 1 X 4 X .375 T MULL SPECS..._11 125 X 3.188 X 265 MULL SPECS_ 12 125 X 3.25 X .100 MULL SPECS13 1.25 X 9.25 X .624 MULL SPECS-_ 14 1.25 X 3.94 X.624 MULL SPECS_ 15 2 X 4 X .226 MULL SPECS 16 2 X 6 X .25 MULL SPECS..,..._.._17 126 X 2.11 X .125 MULL SPECS, 18 30' X 325 BAY MULL SPECS...._, 19 45' X 325 BAY MULL SPECS20 MJLLION 6 CLIP DIMENSIONS.._- 21-23 EXAMPLES 1 8 2.............__.24 LOADING EXAMPLES_. _........_._25 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT") FOR THE OPENING USING THE ASCE•7 STANDARD. 2) CHOOSE A MULLION TYPO THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S I-HAME DEPTH. 3) REFER TO SHEET ZS TO DETERMINE IF THE W1ND LOADING IS "RECTANGULAR' OR "TRIANGULAR/TRAPEZOICAL'. 4) FIND THE CHOSEN MULUON'S MULLION CAPACITY (L ES/FT') FROM TABLES 1A THROUGH 18A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION 15 SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT''( OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE N THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WIN DLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBSIFT") OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SANE SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT") FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FP) 03TAIN ED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. • 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. COPYRIGHT 02017 POT INDUSTRIES, INC. ALL RIGHTS RESERVED ir O CO ID A 6k Z Q Az T co op 7- 0) m 4O 9 z X Y /n b O PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0630.01 Expiration Date 05/26/2021 Bye — Miam de roduct o I`I,111111,/ r/ st P�'�..�'• LICENSE''•. ��� �� * ; No. 58705 * -13 NAL A. LJAN MILIEBee.E. FL P.E.# 58705 • • ••• • • •• •• .• • • • •• •• • • . • • • • • • •.• •• . • DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD 00 OFFSET MULL CLIP MAY BE INSTALLED BY TN'S METHCO EMBE�MENT i FRONT VIEW ,-MULLION EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-198 EUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. ▪ �.• • • • • • • ••• • • • • EDGE CISTANCE - . FOR MCC SCREWS SIDE VIEW • • • • • ••• • • • • • • • • • •.• • • • .••• • DETAIL B: MULLION ATTACHED TO 1X • • • • • • • WOOD BUCK AND MASONRY • • •• • • • •• • ••• • -MSILION (STANDARD CLIP SHOWN) • • • • • t••• • 4 g • SEE SHEETS / + 21-A FOR HOLE / d LOCATIONS \ V <\d .260' MAX FOR ALL MULLIONS ° j n EXTERIOR 7�. EDGE DISTANCE FOR MASONRY THE OFFSET CUP 6 RECOMMENDED FOR EN -FRAMED \ANCHORS WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES TYP, ARCHER PER SUBSTRATE, SEE TABLES 1B.1ES DISTANCE SEE TABLES 1B-130 INSTALLATION NOTES. 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THC ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 6) FOR MASONRY APPLICATIONS N MIAMI-DADE COUN I Y, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. `'\ T EMBEDMENT MULLION BUCNSTRIP AND ATTACHMENT 3Y OTHERS. SEE NOTE 1. SHEET 1. MN 2.7 KSI CONCRETE OR CMU FRONT VIEW MIN 2.7 KSI CONCRETE OR CMU' EDGE DISTANCE Fq3 MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-138 BUCKSTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1, SHEET 1. TYP. ANCHOR —PER SUBSTRATE. SEE SEE TABLES 1B-13B EDGE I. DISTANCE, SEE SEE TABLES 1 B-130 SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALL'-D BY THIS METHCO. 1Is a N z 0 D i W Z 2 0 J In 2 N U 6 a CD Z 6 N Ao 9- 04 O 0 z 3 ko 7Y O m 1 PRODUCT REVISED as eomply ng with the Florida Building Cod• NOA-No. 17.0630.01 Expiration Date 05/26/2021 By Miami -Da roduet Control • • • • • • • • •. ••.. • • • • • •• • • • • • •.• • • • •• • • • • • • • • • • •• •• • • • DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CUP MAY 3E INSTALLED BY THIS METHOD EMBEDMIENT • EXTERIOR/N` / EDGE DISTANCE FOR MASONRY ANCHORS 1(1 T.P. ANCHOR /'DER TA SEE TABLES 18-18-13B MIN 27 KSI CONCRETE CR CMU FRONT VIEW MILLION BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE I, SHEET 1. TYp. ANCHOR. -----.. . • PERsuBSTFATl OOOOO • • SEE TABLES 1 BH68 • • • • • • • •• • • • • • • • • EDGE DISTANCE FOR MASONRY \ ANCHORS I MN 2.7 KSI CONCRETE OR CMU SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HE -IEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DE AIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1I4" S.S. AGGREGATOR MASONRY ANCHORS. • • • • • .. ••• • .. • • • •• • • •• •• •• • • • • • . ••• • •'• • • • • • • • ••• '•' • • • • • • •• • • • •• OOOOO • • •• • ' •• 111E OFFSET CUP B RECOMMENDED FOR FIN -BLAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. -VP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B EDGE DISTANCE SEE TABLES 18-138 FRONT VIEW EXTERIOR ^i —.125' MIN. VARIES VARIES TOP VIEW DETAIL E: MULLION TO MULLION INTERSECTION (U-CLIP) cr INTERSECTION U-CLW FRONT VIEW MULLION Al2 STEE SCREWS. —SELF-DRILLING CR PRE -DRILL MULLION ANU USE SMS EXTERIOR SEE SHEE-S 21-23 FOR HOLE LOCATIONS DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) ,-STRUCTURE TYP. ANCHON PER SUBSTRATE. SEE TABLES 1B-'3B SEE SHEETS 21-23 FOR HOLE LOCATIONS MULLION FOR STEEL STUDS THINNER THAN 16 GAANU C(NPLIAIIT W ITH T1E FL BUILDING -CODE. A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREENS. EDGE DISTANCE SEE TABLES 16.13E SIDE VIEW MULLION SIDE VIEW EDGE DISTANCE SEE TABLES 19-138 NOTES: 1) MAY BE INSTALLED IN 'TEE' OR 'CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. �r K C1 N 0 0 U FL CERT. OF AUrH.# 29298 N 8 L) TOY a 6 Z a O O PRODUCT REV SED as complying with the Florida Building • NOA-No. 17-0630.01 NO Expiration Date 05/26/2021 By f� Miami-.D a Product Control DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A 0, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. C 0 SIDE VIEW SHOWN WITH 11X 41X .125'. MULLION STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. ,-MLLLION -TP. ANCHOR '---PER SUBSTRATE, SEE TABLES 1B-13B INTO WOOD, STEEL ALVMI, CMU OR MASONRY • • •.. . • • .• . •. • • '. • •• . • . . • • . • • • •.• • • • • . • • • • •.. . •• •. • • -•. • •• • • •. • • • . • • • • • . • • • ••OETAILC� ••• • • . • eANGL MULLION CLIP • (A GLECAD! • STANDARD CLIP I OBE MODIFIED INFIELD. INTO WOOD. STEEL. ALUM, CMU OR MASONRY EDGE DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11' X .125 MULLION. 2) SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. D7 Z 0 J J 2 w 1- r Z_ Q Z 5) 1n 00 U.1 U a A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 5/26/2021 By Miami-D - Product Contro DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) TOP VIEW TYP-ANCHOR PER SUES I HA It, SEE TABLES 1B-143 \ 2-X 5' X.1251 �� ANGLE CLIP, 'N.2 PER MULLION END, % \ �/ MUST BE INSTALLED INSIDE OF MULL \ EDGE DISTANCE PER ANCHOR INTO WOOD. STEEL, ALUM OR MASONRY 30' OR 45- BAY MULL TOP VIEW TYP. ANCHOR �PER SUBSTRATE. SEE TABLES 15E OR INE EXTERIOR 2' X 5- ANGLE CLIP, 2 PER MULLION END. MUST BE INSTALLED INSIDE OF BAY MULL. EXTERIOR NOTES FOR INSTALLATION OPTION G 814 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G. SEE TABLES 113.14E FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 221-OR HOLE LOCATIONS. • • ••• • • •• •. • ••• • •• • • • • • • . . • • • • • • 000 • • • • •.• .• • • • • • • • . •• • TABLE 1A - • • • • ,.' • . •Mhl on Capact Tabla •pb•Mt2) • • 1 x 2 x .125 Alum.Tube dgDn Opening WIrN1 MP vedice5leparrirQ rr i)pryl) or Optlog Heigh9!(tsrh02or46}sparrun9 mllioim) So in 601n 701n 50 91 001n -•-• fah 120 5r 140 in 193 In 7444T11o19' 59o9., upr Lading TapRxsnO Loodn9 Rectangular Landau Trlp/Td•10 Loading Rectangular Luing Trapf lsn . Ueda 98001 p4a Loading Mp/Tdsn% Lowing Rectangular Loadng lrep'111a g. Loading Raotmgdr 1o941n9 TnpRdsng. Luring Rectag9lar Loedrq 1155/Mene Lowing Rectangular Losdln9 11ap11r1.10. Loading Rectangular Laan0 Loading P y EE i'.. g� sip¢ 1 r: _ g ii g di F il F � �$j$ i 11 i.. gl 11 b _g� 3 e„ E�r1 3g QB F 21 $a_ fl F p 1E •• f..11 iiaF� .f• it • 15-.1S 1� B• a , 3 g•JAA_I1 2§1. - K F f1 F a 11 g '- li & a� 8a it g g iE 9 d P A £ 1 g$�A yet § 8¢ F 6 Ly_ 11 F AEI +� / F get 11 �A �yii 11 F it gA IY Mull Length 421n 111.0 408 129.5 332 93.7 408 115.6 325 79.9 406 107.5 321 60.5 405 104.4 319 62.1 400 104.0 319 56.0 406 104.0 319 466 406 104.0 319 39.9 408 104,0 319 33.0 406 104.0 319 461n 74.9 312 018 268 824 312 73.4 252 53.5 312 67.0 248 46.5 312 632 246 41.6 312 61.3 244 37.6 312 61.0 244 312 312 81.0 244 28.8 312 61.0 244 23.4 312 61.0 244 50.6251n 63.9 251 706 234 53.2 201 61.5 225 49.6 281 55.7 224 ' 39.0 281 57.1 222 35.5 281 50.1 220 31.9 281 49.3 219 2655 281 49.3 210 22.a 261 40.3 210 20.0 201 40.3 219 54 In 32.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.0 199 32.9 247 41.5 108 29.2 247 30.4 194 26.3 247 34.4 193 219 247 38.1 193 18.6 247 36.1 153 19.4 247 38.1 103 6055 39,4 200 412 170 32.0 200 36.4 166 27.4 200 31.5 163 24.0 200 29.0 160 21.3 23C 27.1 18) 102 200 25.0 157 180 200 25.0 158 03 In 33.1 101 313 153 27.5 151 30.3 152 217 181 28.9 140 20.7 181 24.3 146 18.4 1151 22.0 144 16.8 /81 21.7 143 6617 29.5 1115 306 142 24.3 163 26.1 139 20.6 165 211 136 16.0 165 21.0 134 7255 22.2 139 23.3 12D 16.5 139 19.9 115 15.0 139 17.5 tie 70 In 19.9 125 19.7 100 15.7 125 18.8 107 7091 17.3 eta 1112 104 ..,•,..sr%,,.., w rrev A n ul TABLE 1 B Anchor CapaskyTable pbs) Maul Anchor up Patterns 6ubtrt6: 2.7k Concrete 3.5t Can0. Mohan CIAU FLAW CMU ET Wood Am005T(5s 311Y Boo 1A6e.a V4"Elou UnmoorUIOaOm tY1r Eko L1G Eko Utracan 1H'Ebo Ulraem WY SS Eke AOIF�atcr 5HB' Eko U9rm.n IA' S9 Sao AppreCabr et0 51ee1 arrow 412 Steel Screw(C5) 912 Steel Sum (G5) Ee(p d4tenee (AL 134' ' 134' 1.3/4. 1-3/4' r 1.1/4. 1-1/4" 1.1/4' 1.7/4" 1-1/4' 1-1/4' r 139" 1,143- dories 560 0a 4.75" Mn. O.C. / Bt7nda0 or Oeom Gip (F1g. 1): L 3001a 300 0a 450 UM 850 ea 1044 ba 270 0s 2801b. 354 59 740 W 3741a 654 be D46 be 341 Sa 442 flu 2 Archon (9 4ArIcaaa1.15' Min O.G 15tandard (ar Met)C15 (50. 2): 4500a 700lta WA WA WA NM 38504 WA N/A WA N/A WA 682®. 505 me 112006 1120 05 4Ancr1015 g5 3. ran. O.C. / (2) 255 Arab Clips l (R9. 37 78019a WA 780 9a NA B90 IN WA 1500 9a WA 1926 99 WA 540519 WA MO Oa WA WA WA 760 be N/A 748 09 WA 8801b WA 1892''94 WA 052 0. WA 885 5e N/A 715 Me 1 Anchors ra 0.45' Min. O.C. / uap. Into .125• Alum (F5. 4L 1 / FC65mg. 5/1 18519a 195104 22515. 446101 -822 04 135 In 140 be 177 45e 370 be 15716e 33210e 473 01 170 Os 22119. 200 lb. 50019s .5600e 2 Ancroa It1.15" Ma. 0.CJFG9p(R0. 6p . 240196 _..__- 350195 --.-----..,,-..i.,, 1 WA ,,..,.•w.,Iro WA WA wo rue WA areanAdll310 190234 WA WA N/A NIA WA 341 b. 442115s NOTE FOR THE OFFSET CLIP, USE THE SAME FIGURE 1: • • FIGURE 3: • • FIGURE 4• • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 8: • • • MENT FORMULA: (DP )Xr ANCHOR CAP. ,,,,,-•..)=ANCHOR CAP... ``MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENQTHS AND/OR OPEN NG WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE F,OLE LOCATIONS. 4) SUBS -RATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. el & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. -•j 1.000' f-- .125' 1" X 2' X .125' MULUON COPYRIGHT 2017 PDT INDUSTRIES, INC. ALL RIGHTS RESERVED FL CERT. OF AIJTH.N 29298 4n 0 0 (A U W a CO 2 • X X S Y -3 C 8 0 m 90 0- 03 5 MO z O m� ggO Tce PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami Product Control 5r((n /u, ��NY LYN,y�/ .� LsCEN3F •-. * No587051.‘71::::::- EN A. L1I�1f11M81PE}�, P.E. FL P.E.'A 58705 • • ••. • • ••. • •. •• •• • . •• . • • •• •• • • • . •• • .•• • • • . • • • • •• • . •. •• •• - •• • • • • • TABLE 2A - • - ' • rms. Capac1.T ) • • • 1 x 2 x .3715 Alum. Tube Nugbn • Opening Width por•ertcally.enrdrig nit l:n s) or Openg Height or h0rl:0nt y-6Pa1Ttln9 n1120119) 50n 63n rain 80m• •901n • • • • 10o49• 1201n 140n 16014 Reclar0Au L5e4Ing Tradrrtag. 1-009r0 Rectangular Lmdlng TrariRlor9. L4adln0 Remands, Loschn T1sp11102. Loads Rectangular Lw01rg TroPRrlatg. Loading Rectan9r3er Ling 14051111,00. Loam. RectanOWsr L49mng 1041904. luedlng Remsng4lar L.oadlng TrepR097p. Loading Rectangular Loading Trap/Mang. Loading Reeln9gr Loa01ng Tn9/7d8np 100659 a 8 G a li 4 1 3 ti i F 1 B _ li 1 1. yy$ G _ 1' i 6W I 2yR_ li 1 4 $ 3 _ 1i. i F " b 4 1.741 • F• sa•� a •• A' a$^ t i8.l•Pi � •� .a. i • dii 5$ II 2� I; d l 1_ g H. 1 II 6 g {g is 1` 11 . I 4 1. 11 $1 ZS 11 b �a r3 S 1 a 6 g a €� ;1 yg 1IIg 9 F 6 C e M 42n 110.0 620 1700 435 15'1.3 1i62 1700 478C2 129.7 8 1700 SOE 113.E 6@ 1�.5 518 1008 t6Re 1%8 lir 6800•atsez 1089 517 76.7 962 1869 517 849 882 1690 517 56.7 682 188.9 517 431n 121.8 507 1380 419 101.4 507 118.2 410 88.5 507 1067 403 760 507 1028 399 67.6 507 99.6 397 608 50 99,0 306 50.7 507 99.0 398 43.4 607 69.0 906 38.0 507 P90 338 50.82500 103.7 456 1146 379 06.4 468 98.0 371 74,1 450 90.6 364 648 455 84.8 380 576 456 81.3 367 51.5 456 80.5 356 43.2 455 20.0 368 37.0 456 80,0 365 324 466 800 356 54 in 85.4 400 93.3 336 71.2 400 80.9 326 81.0 4C0 72.7 372 53.4 403 67.3 31a 47.5 400 64.0 315 427 400 82.3 314 35,8 400 61.8 313 30.5 400 01.0 313 26.7 400 61.8 313 60n 62.3 324 68.9 278 51.9 324 575 270 44.6 324 61.2 284 389 334 469 250 348 324 43.9 257 81.1 924 420 256 260 324 40.5 253 22.2 324 405 253 19.5 324 40.5 253 63 n 53.8 294 67.4 2262 44.8 204 49.2 240 38.4 294 43.6 241 33.6 294 398 237 23.9 254 37.1 234 28.9 294 362 232 224 294 33.5 230 10.2 254 33.4 23D 16.8 294 334 230 6 in46.8 268 49.0 230 39,0 268 424 225 37,4 268 37.5 221 29.2 2E8 34.1 215 26.0 200 31.6 213 23.4 266 29.8 212 19.6 268 26.0 210 16.7 268 27.7 209 14.6 206 27.7 209 . 7227 36.0 225 37.9 196 30.0 225 82.2 181 2E7 226 28.4 185 225 225 258 185 20.0 225 23.5 182 180 225 221 18C 16.0 225 20.9 177 129 226 19.6 176 11.3 226 186 176 7644 30.6 202 -320 177 265 262 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 202 16.4 156 128 22 16.7 180 10.9 202 15.9 150 9.6 202 15.6 158 78 in 28.3 102 29.6 168 23.8 192 21 165 202 192 220 162 17.7 192 19.7 162 1E7 102 10.1 157 14.2 102 1E6 155 11.8 152 152 152 10.1 192 144 150 8.6 182 '.4.2 150 W In 18.6 144 19.0 129 15.4 144 18.1 126 88In 16.2 127 16.6 113 _- _-- _. . TABLE 2t3 Anchor Capacity Table (9») Anchor Clp Patterns Anchor Slbetnt1 271 Gamete 3.5k Cork. Hollow CMU Flied CNN PT Woad Metal SI1C PJc0lhracon 1/4' Cleo Utrvon YIC Elm 191amn Y16' Elm Ullmann 1I4' Era Ulireoon 1/4' BS Eleo A888100 or 5/16' Eno Ultrecon VC SS Elsa Ae•eGasr 510 Steel Some (Gin) 812 Sorel Sew(G5) 512 sun Screw (fu55) Edge delance5n7 1' 2-1,2" .1' 2-177 3-1/9' 1' 2-1/2" 1 2-1/2' 2 3.1/8' 7 046' 0.54' 0.324' Em1`0n81087O 173/4' 1-5/4' 1A4' 1-3/4" 1' 1414' 1-1/4" 1-1/0 1-1/4' 1-1/4" V/4" 7 1-3/0' 1-sea" wrba 2 Anch0n 4.75' Mn. 0 C. / 9106101 or 016e1 Clip (-T9. 10 300164 3901Es 450 be 690 9a 1644 Ibs 270 M 2M be 354 Ins 740 Its 374 6e 084 be 946 go 341 be 442 Ibis 580Ibs 9 4 Anolmn491.15 Min. OC. / Stenden1001101) CI6(F0. 29 4E0Ibe 70 Ito WA WA WA WA 98010s N/A WA WA WA WA 682 be 005135 112010e 4 A05or9 3' Mn. 0.0 / (2) 2a5 Angle Clips / (Fig. 09 7133 Ibs 75010 680 bs 1580163 18961Ia 540 bit 550 bs N/A 700 6a 748.e 520 be 1002 be 882 6e 885 be 1120 as 9 2 Anchors 0 0.45' Mn. 0.C. / ULIb, Into .124' A1mn. (Fig. 40 WA WA WA WA N/A WA WA WA. WA WA WA WA WA WA 715858 1 Ar61vr1 F- 1b (F0. 59 195 Ito 19516s 225 b 446 ins 922 6a 188 6e 140 be 177136 270 IN 167 66 332 Oa 473 Es 170 6e 221 Iba 28010 2 Anoban Q 1.13' Min. O.C./ F-Qg IFt7 69 240 IDe 35016s N/A WA N/A WA 190 Its WA WA WA WA WA 311 60 442 6M 560100 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • FIGURE 3: 0 • FIGURE 4: • • FIGURE • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • IrFIGURE 6: TMENT FORMULA: X /ANCHOR CAP.,„,.... \ _ ANCHOR CAP.,. `MULLION CAP.,",,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAI. PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACRY (FROM THE TABLE) OF THE 51 FCTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED 70 QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND DE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST ,126° TH'.CK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 810 & 812 ANCHORS INTO WOOD MAY BE STEEL. 18-8 S.S. OR 410 S.S. 1- 2.000" .375" "X2 X .375' MULLION N U a O (0 Z CO.83 a� n_ 05 z ( 0(� %O as 8-a (0 3 0 ��((-� A� PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Eoplratlon Dote 05/26/2021 MIamFfaad roduct Control •• •• • • • .. •. • • • • •. • • • •• • • • • • •• • '• • • •.. • • • • • • • • • • ••• • • • • . • • • TABLE 3A • • - ��,�a • MuMbn Cainel`i Tab! `•7") • • • 1 X 2.76 X .375 Alum. Mul9on Openhp1NWCt (iospertiealy nrirg n118iihs) or °paging HeIgld=for noton.ly-sparrin8 nulions) 50 in CO1n 78In 10In • • • 90In • • • • 101�t 120 (n 140 In 160 in Reame4r LarlAng 119p/7neg. losing Rectangular Leming Thol6an5 Imdng Rctanpla Lmdn9 llepTda6 Loading 3odanplar Loading 10p7Men0. Laming Reetarybr t.00 g Tranleng ReclepUu MLeadingLeming LO0gLeading Trap/Mang. Rectangular Imamw d 11ap'111eg. ldn9 Rsclammier Laming Trep74.g. LmeIng Rsabnguler Lo.dng 199171eng. Crentng 11 F - 1 1 g ■ 1 11 11 1 gl§ cS S JIJWIUIIJ - 9r it a 1 I e 1 Mullion Capacity (t2) a I_ g _ a y�y 29 ci il _ la 6 1.7 i �' 1 g d 6k g E g ev Ej 26 42In 1708 1700 606 170.0 992 170.0 619 170.0 1116 170.011:111 gplici 170.0 021 44437 /501 170.0 521 127.5 1301 111.6 1301 170.0 521 170.0 1700 820 708 170.0 170.0 524 170.0 1700 744 850 170.0 170.0 478 564 1703 012 170.0 030 170.0 1133 170.0 151.II 1139 170677 1366 1139 170.0 613 1119 1'.39 170.0 0 MO.0 073 1139 170.0 e 65.4 1130 170.0 600 46in 503251n 170.0 563 170.0 806 170.0 631 1/71 1032 170.0 664 146.8 1032 170.0 130.6 1032 170.0 747 117.4 /032 170.0 755 87.9 1032 170.0 755 638 1632 170.0 755 73.4 1032 170.0 750 170.0 747 161.3 907 170.0 601 1382 907 164.7 732 120.9 807 1525 720 107.5 907 145.0 714 96.8 007 141.1 00.6 907 /40.0 709 69.1 907 143,0 709 907 140.0 708 541n 170.0 141.1 797 735 170.0 151.E 612 025 1/7.8 735 130.3 611 100.0 735 116.0 599 09.2 735 106.2 590 70.4 735 99.5 583 70.5 736 95.1 568 735 91.6 574 50.4 735 91.8 574 735 918 574 60 In 631n 121.9 666 1308 570 lei 690 111.5 557 07.0 606 90.9 647 762 OM 00.1 538 67.7 668 13.9 531 00.3 666 786 WA 066 75.8 021 43.5 696 76.6 821 066 75.6 521 106.0 637 112.4 522 85.3 e07 96.1 511 ral 607 65.0 501 082 607 77.1 403 51.0 607 71.5 486 53.0 607 67.6 481 . 442 607 63.4 476 379 637 02.7 474 607 62.7 474 MD 6113 658 443 68.0 510 710 Q(111 64.3 426 31-0 310 57.9 419 46.4 510 533 413 40.8 510 50-0 406 340 510 45.9 402 292 510 44.4 359 25.5 010 44.2 399 76In 004 450 725 400 57.0 61.7 392 49.6 458 54.1 366 43.4 458 40.6 378 30.6 436 MA 373 34.7 455 41.6 365 263 455 37.7 392 248 450 38.0 359 21.7 456 35.7 359 75In 64.2 430 67.0 501 53.5 58.0 373 46.0 49.0 386 435 44.7 380 3E7 435 40.9 365 32.1 435 30.1 351 26.8 435 34.4 341 225 435 326 341 20.1 435 322 340 901,, 41.6 327 43.1 290 34.5 327 36.4 265 29.9 31.6 260 327 28.3 275 212 327 25.7 271 20.9 327 23.7 256 17 4 327 21.0 262 14.9 327 10.3 266 0610 34.4 287 35.4 257 26.7 267 29.9 252 24.5 267 26.0 240 267 231 244 19.1 207 20A 240 17.2 287 19.3 237 144 287 16.9 222 105In 242 227 247 205 20.2 227 208 201 17.3 227 ta.0 maim tea 185 --- ---------�-- 1111n 223 215 22.7 194 18.6 21` 10.t 151 15.9 215 10.6 188 -------��--- ---------� TABLE 3B Anchor Capacity Table (Ibs) Anchor CIp Patterns Substrates 2.711 Caner*. 3.5t Can0. Hollow CMU Flied GNU PT Woad Metal Anchor TYq: 9/16" Elms Metal 1/4' Elea Ultr4aui 5716' Ebo IBaxorl sir Elm Ubman 1/4' Elm UIIneOn 1/4" SS Eb0 Ag99Gslm earEIne 50650n 1/4' SS Elea AgpreGab. MO Steel Saee (l35) 612 Steal Sat. (65) 112 Sled Sown95) 0.324' Edge Nstrce(In7 1' 117 1' 2-1/7 3.178' i' 2-1/ ' 1' 2-17 2' 3-178' 2' 0.49' 0.54' Embedment or 1-374' 1-3/4' 1-3/4' 1-3/4' 2' 1-1/4• 1-1/4' 7-14" 1-114' 1.1/4' 1-1/4" 2' 133' 1318' 1en0s 2 Ar0hnm el 4.75' Mt O.C. /Eras rd 0004ae1 OM (R9 17. 3901bs 300 be 450 Ma 803 5s 1844 be 270 On 290 am 35410s 7401bs 374 Me 6541be 940 bs 341 Ibs 4421bs 060 Ibs h¢non MIn. 0.2. / dien4ard (ar 06s1) Clip Ong. 27 4801h5 700 Co WA WA WA WA 3501bs WA WA WA WA WA e921M 995 Its 1120 Cs 4 ®1.15' 4 Andes B 3Mn. O.C. 1(2) 235 Ards Cops / 119 37 750 0b 750 bs 9101w 1560 be 1806 be 5401bs 560124 WA 760 Ibs 748 Poe 99010s 159210 602 I0e 665Ibs 1120 bs 2 Aral=QD.4T Mbl OC. /UC6p. into .125" Alms. (F1947 WA MA WA NIA WA WA WA N/A WA WA NIA WA WA WA 711 be 1 Archer / FC6p 1Fi0. 5): 195 ba 105 Ibs 225 be 440 ba 82210e 135 Es 1401m 177 Ibs 370 be 1071ts 332 (0s 473 be 17010s 221 Ibs 200 8s 2 Andes 62 1.15 Mn O.CI Ft21p (610. 0) 240 0. 35C Its WA WA WA 10'A 190 be WA WA WA N/A WA 341 lbe 4421bs 500 by NOTE: FOR THE OFFSET CUP, USE THE SAME ANCH FIGURE 1: • FIGURE 3: FIGURE* • • FIGURE 2 • • • • • ANGLE CLIP MUST BE USED N PAIRS. FIGURE 5: • FIGURE 6: • • • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ENT FORMULA: ANCHOR CAP_,,,,,,�„� x ( ) = ANCHOR CAP.,,,,. MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 15 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-2a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 412 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 5.9. ---I 1.000" I- 1' X 2.75" X .375' MULLION 0 zt e3 U 0 PRODUCT REVISED as eomplying with the Florida Building Code Non -He. 17-0630.01 expiratlen Dad.05/26/2021 By Miami -Da redact Control • • • • • • • • ••• •• •• • • • •• •• • • • • . •• •• •• •• • . • •• • . • ••.• •• . •. • • •. •. • • • • . ••• • •• •. • •.. • • . . • TABLE4A • • •• • •Yu IlmQapaoit • - • Table16g111r /milkryi LOp.ninitHd9M(fnilhoOzodallY-IPW1i00 • . -- - • _ 1 a 2.750 .660 Alum. Tubs Million Op.nhlg Width (for sMlcedy-ep0 rIF8 mVlo(s) 50 in CO In 701n 80ln 90 in • •-•100 in • 120 In 1401n 100 In Reelnpltr Los0n0 T, 4TMq. LoadnD RwlsnB4a Isedn9 7epl5fa710. toning Rectangular 1m569 inp/Tda g. L0edng Rectangular Lned00 TnpTAen9 Losdn3 Rwtwlwd Loading TrgrT4ang. Looting Reospular Lowing TnpTe9ne Lacing Reoan94br Loading 1(19675eng. Loadn9 Rectangular Lasing T561160. Lading Rectangular Laadn9 Tr garien9. Losing Z Ee B 1 B 1 /1 a 1- @ it p U- II `.'1' /I g Y B §a l rr }e. 9.1 /I t ? 1 11 yE Fg I € g $� it e-- ii }2 11: 2 s` 11 +'_ g 1 t B e. as fig /1 •• a tk.• a • , h� •' 91ti 06P4 gtalitI Q•9 1,9 I` I!�• i f-0. Gd bs Ui11111 u a^. g ag t �• i_ 1�. a$ y i .11. t- Lit a is I € i 'F _ lit 1T. 1 as I la D II I >a t �� fic : = _ 6 ii Zc i a., � 6� 1 tC t E 4250 170.0 620 170.0 435 1700 744 170.0 471 170.0 808 171.5 505 170.0 912 170.0 510 170,0 1110 170,0 621 170.0 1240 170.0 521 1700 1488 170.0 521 158.7 1820 170.0 521 138.8 1620 170.0 521 4050 170.0 708 170.0 624 170.0 650 170.0 584 170.0 992 170.0 633 170.0 1133 170.0 631 170.0 1271 170.0 677 170.0 1417 170.0 BOO 141,7 1417 170.0 680 121.5 1417 170.0 603 106.3 1417 170.0 860 50.525I0 170.0 747 170.0 563 1700 006 170.0 631 1700 1040 170.0 664 1700 1195 170.0 723 162.E 1256 170.0 747 146.3 1280 170.0 750 121.9 1286 170.0 755 104.5 1268 170.0 753 91.4 1286 170.0 750 54 in 170.0 797 170.0 612 170.0 950 170.0 691 1700 1110 170.0 754 150.7 1130 170.0 101 1339 1130 170.0 837 120.0 1130 170.0 055 100,5 1130 170.0 601 08.1 1130 170.0 881 75.3 1130 1720 961 8061 170.0 886 170.0 701 146-5 575 162.3 761 125.5 915 144.5 740 100.E 915 1323 735 97.6 1315 123.9 726 87.9 015 118.5 720 73.2 015 114.4 715 02.5 915 114.4 715 54.9 015 114.4 715 6310 151.6 1130 161.0 710 1265 630 130.0 094 103.5 630 123.2 881 94.9 830 1122 670 84.4 630 104.0 602 75.9 630 99.4 956 633 030 04.5 649 542 230 94.1 840 47.4 830 94.1 649 60 in 1321 757 140.0 650 110.0 757 119.8 638 94.3 757 106.9 024 625 757 961 614 73.4 757 68.1 500 00,0 757 642 600 15.0 757 70.0 503 472 787 78.2 501 41.3 757 712 501 721n 101.7 838 105.E 552 84.0 630 91.0 540 ,9.72.7 036 80.1 530 63.6 WB 722 521 58.5 S38 96.5 514 50.9 638 623 508 42.4 638 572 500 35.3 630 55.3 407 31.0 636 552 407 781n 68.5 571 00.4 406 72.1 571 766 480 61.6 71 07.4 479 54.1 571 802 471 450 571 55.5 464 432 671 61.8 450 360 571 47.0 451 30.9 571 44.8 447 27.0 571 44.5 446 701n 80.0 542 53.4 474 68.7 642 700 405 51.1 542 62.1 456 50.0 542 55.7 440 44.4 542 51.0 442 40.0 542 47.5 437 23.3 642 42.9 429 26.8 542 40.6 425 25.0 542 40.1 423 90 In 52.1 407 53.7 301 43.4 407 434 355 372 407 90.6 ND 32.5 407 35.3 343 28.9 407 321 335 26.0 407 29.6 334 21.7 407 20.1 327 16.0 407 24.1 322 18.3 407 23.0 310 63 In 42.9 358 44.1 320 35.5 358 37.2 314 30.7 358 32.4 300 26.8 368 28.6 304 235 350 26.1 300 21.5 350 24.0 226 179 358 21.0 209 15. 356 19.2 204 106 h 30.1 265 30.8 255 25.1 203 259 251 21.5 233 M.5 247 16.6 201 19.9 244 10.7 2E0 10.0 240 16.1 263 165 237 11110 27.0 287 26.3 242 23.1 267 23.8 238 10.5 287 20.6 235 17.3 287 18.3 231 15.4 207 16.5 228 12010 220 225 22-3 208 10.3 229 10.6 _ 205 16.7 229 16.2 202 _ _ - _ - --_. _ ...- TABLE 4B Anchor Capacity Table pin) Anchor Clip Patterns Sub9ate: 2.71( ^oa0L 3.56 Cone (blla0 Q.4U =11ed CNU PT W ood Metal Arv:(rlf Type: Vie- Ebo UlBaoon i/4' Eno Limo/onUltracarl 915•Eno 918' Eno llltrscan t/4' Eno Unocal 1M" S6 Eno A06rsONor 918" Eno Uers00n 1/4' SS9o0 A(BRG9mr 010 Steal Screw (G5) 412 Steel SNOW (05) 112 Steel 0crew (05) Edge dslana (Ink 1" 2-1/2" 1 2-1/7 3-98" 1" 2-1/7 1" 2-12" 7 2.115 2" 0.48" 0.54. 0.324" Embedment Mk 13/4" 1-3/4' 1-3/4" 1-3/4" 7 1-1/4' 7.514" 1.1/4" 1-1/4" 1-1/4" 1-1/4" 7 130 7918" sides 2 Anchors Mel. O. / Monda i or 080Q 96 (Fig. 1): 3001es 390 9n 450 bs 8901ba 1844 Pas 2701a 28011s 35410s 740 In 374 La 6041a 940 be 341 Its 412 S. 580 W 04.716 . 4 Anion 1.17 Mln. O.C. / Btarded (or OaN) alp (Fig. 27 400 be 700 4e WA N/A NA WA 3001Ds WA WA WA NIA WA 6621bo 5 1120 la 0 4 Anchors 0 3" Mn. 0.C. / (2) 245 Angie Mix / (FI9. 39 780105 700 0s 0001bs 1500 be 181361a 6401a 6001ba WA 783 ba 7481ts 880Its 189216e 60216s In 1120 9s 2 Ane0O6 0 0.45" Min.0.C. 1 U{155 ado .126 Atm. (Fig. 4)/ WA WA WA WA WA N/A N/A WA WA WA WA N/A N/A 716 lea 1 Anchor / F.Clip (Flo. 51: 195 Ws 1M 0s 225 be 445 bs 822104 135 Its 1401ea 177 6s 370 les 107Ina 3121M 473 be 1701be 221 W 280 Its 2 Anc5as 61.15' 09n. 0.C/Rap (F4. 07. 24010s 359 are --._ WA _. __WA.,,^^ WA^„� .,,.•^ mNIA190/0a WA N/A WA NA WA 341 es 4121bs 5301a NOTE: FOR THE OFFSET CLIP, USE THE SAM FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: • • • CIRCLED VALUES ARE WED IN THE EXAMPLE ON SHEET 24. TMENT FORMULA. ANCHOR CAP.,,,,,,,,„, X' )-ANCHOR CAP.... MULLION CAP.,o,,,,. USE THIS FORMJLA TO OBTAIN THE •ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER 11-AN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 13 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF .126" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (13 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT 15A..T 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL 18-8 S.S. OR 410 S.S. -- 1.000" 2.750• 1"X 2.75"X .550' MULLION 017 PGT INDUSTRIES, INC. ALL RIGHTS RE 53 a 8 8 N i m U 03 O cc 0) cn co w 0 Z a O 05 00 go 1' 3 O cn PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Dote 05/26/2021 By MIamI-Da oduct Control 11111 I I I I1 /1/4 / sss ANY LYN/y/ , * NO. 58705 * = '.,�s ••. ORt0P. • •'G\� '',:9„/ONAL. EN.•`• A. LYP1NIMILLER, P.E. FL P.E.# 58705 • • ••• • • •• •• • • •• • •• • • • • • •• •• • • • • • • • • ••• • • • •• •• • •• • • • • • • • • • • • • • • • . • • • • • •• • • • • • • TABLE 5A - ' ' • • IiaMCapae&y T•bl. • • • 1" S 3.126" 3. .500" ANm Tuba Mull Opening V47dth (f0r•eeics6y-rTrllrirg mltorl 0r OpenF: Humid(fo6ltvnzOiaatiparrirg mLiliwle) 501n 00111 70 in 301n 00 In a e 6100 in • 1200 140 in 1ea5+ Reol•1•959 Ong Trayitlag Lasing Ream3DYr Lasing 7790111100. Lasing Radmyro Loedn0 TnplSeg• L0031n0 Reotan94r L11e610 T,.p'rtierg Loedrg Reoletpdar 1.011100 7nplTdey. Lowing Raeferoder 19edng I Tnp7deg. Leading ReclanWle Leading 7n0;17dang. Loadr16 Re48,4040, Loom, 75e8'510119. Lacing Re01er509 1.00310 Thpi7dan9. Loading 3 z' as by a $ u a gn u E g U iV s .-. a u g c p It u S _ IL u f a *1 u e 2: it s • & Cis u •A1 u •a A • g6 z •4 l .•a •, e4 • y .s+ g o u �^ >:B u s I V v _ IA o r� G la �¢' I�. v a:L I o fire. u :r E 4 155 Mullion CopedIy OI z I$, 6I e F$ Anchor Capacity • Required pee) 1 3 0 2 42o 170.0 820 170.0 436 170.0 744 170.0 475 170.0 000 1701 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 1740 1135 170.0 521 154.4 1802 170.0 51 481n 170.0 708 170.0 524 1710 850 170.0 564 170.0 092 170.0 630 170.0 1133 170.D 001 17110 1275 170.0 577 170,0 1417 170.1 600 157.7 1577 170.0 080 1351 1577 173.0 000 118.2 1577 170.0 e10 50.625 In 170.0 747 170.0 583 170.0 006 170.0 631 1700 1048 170.0 684 170.0 1195 170.0 723 1700 1345 170.0 747 +700 1494 170.0 759 ' 141.7 1435 170.0 758 121.5 1495 170.0 758 108.3 1495 170.0 756 541n 1700 797 170.0 012 1700 950 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 166.1 1401 170.0 637 149,5 1401 170.0 056 124.E 1401 170.0 001 106.8 1401 170.0 691 034 1401 170.0 801 601n 170.0 685 170.0 701 170.0 1083 170,0 797 158.5 1150 170.0 878 /38.7 1156 187.0 920 123.3 1150 156.5 917 111.0 1159 140.7 010 92.5 1156 144.5 903 79.3 1155 144.5 903 094 1155 144.5 963 631 170.0 930 170.0 745 159.0 1049 170.0 610 137.0 1040 155.5 660 119.0 1049 141.7 046 108.5 1049 1320 036 95.0 1049 125.5 626 79.9 1049 110.3 620 05.5 1049 116.0 619 503 1049 110.3 819 601n 100.6 055 170.0 789 120.0 "056 151.3 804 119.1 955 133.7 798 104.2 956 121.4 775 92.0 955 1126 705 13.4 W 100.4 757 005 955 948 740 69.8 965 06.7 748 521 055 98.7 740 7245 126.5 803 131.9 897 107.0 603 114.9 062 91.6 ern 101.1 670 10.3 103 91.2 650 71.4 911 83.0 849 642 503 70.6 642 535 803 723 532 45.9 003 59.0 526 40.1 803 CV 627 70 in 100.2 721 114.1 629 91.0 721 97.0 616 76.0 721 05.1 003 06.3 721 76.5 505 10.7 721 70.1 686 64.6 721 55.4 572 455 721 58.4 590 39.0 721 56.8 504 34.1 721 56.1 053 701n 101.0 004 105.4 590 64.2 084 80.4 567 722 684 75,4 576 63.1 064 70.4 557 56.1 064 64.4 sse 50.5 ea4 51.0 551 421 634 54.1 541 21 684 51.3 538 31.8 00In 053 014 07.9 453 54.0 614 67.3 448 47.0 514 50.0 MO 41.1 514 44.6 433 365 51A 40.5 427 32.0 514 37.3 421 274 514 33.0 412 23,6 614 35.4 408 20.6 514 29.0 403 9845 542 452 5.7 404 45.2 452 47.0 316 36.7 452 40.0 300 33.0 452 36.4 384 30.1 452 32.9 378 27.1 452 30.3 373 226 ' 452 26.0 305 194 452 24.2 359 16.9 452 22.6 355 10651 36.1 357 3E.9 322 31.7 357 32/ 317 272 357 26.4 312 23.0 357 26.2 308 21.1 357 22.7 303 19.0 757 20.8 2E0 159 357 18.0 293 1353 357 18.2 2/37 11.9 357 15.0 203 111 al 36.1 330 35.0 308 292 316 301 301 25.0 338 26.1 296 21.9 338 23.1 292 19.5 336 20.0 258 175 338 19.0 294 14.8 336 16.5 278 125 338 14.8 273 11.0 338 13.0 259 120 h 27.7 2e9 202 263 23.1 289 237 260 198 239 20.5 256 173 289 151 252 15.4 269 16.9 249 13.9 201 14.0 246 119 289 12.8 ! 240 0.0 296 11.4 210 8.7 289 101 232 TABLE 55 Anchor Copacity Tattle (lb.) Anchor Clip Patterns 30praele 2.7R Overate 3.51 cat Halos CMu Flea CNU PT Wood Meld M^I1a Typo 3'IE Elm, Ultra 01 11T Ekc URrazOn 545B00 Macon 3'76-Eleo Ulm 1/: EkoUrJMon 1/4-SS Eko AggeGaor 5'1S"Bca UNeCOn 1:4"SSBce A6gre13aa /NO Ste4 Suss (G5) #1291ee1 suety (OS) Nit Sled Sues 1O01 E6ge0181ara94 1" 2-1/21 1' 2-97 3438' 1' 2-V411 1' 24/7 2 6145" 2" 040" 0.6P 0.324" Em6ednent6n/ 1-2/4" 1.114" I-3/4' 143,4" r 1.1/4" 1-1/4" 1-1/4. 1-1/4" i-1/4" 1-1/4" 2" 1-39' 1303" varies 24.00e60656476' MIR O.C. I 50616e841 0415e4 CW0a515 360e5 300to 45006 60081 1544015 270 66 2E01129 35406 74008 374 Ms i 65469 943 Le 341105 442105 55064 4 Anthers Q 1.16" Nlr. 0.C. / 912ntlxrd 44r 016e4)Clip 00 4 400 09 700 6s N/A WA NIA N/A 3516a N/A WA N/A i WA WA 6921M 805103 112 •5 4Amines 63"MIRO.C. 1 52245 Angle Cp07/69535 700e9 750133 0801Ea 186006 teed IDS 540154 58054 N/A 760109 748156 880105 187200 60205 605 Rs 1120165 3A10105460.45'MIn.0.0./ UCOp,Mra_12S Alum (Flog 4 WA WA N/A 18A N/A N/A WA N/A WA NM WA WA WA WA 1072 RN 1 A41'O./ FCp 03S 571 195 61 195105 226 6119 445 Its 622I6/9 136105 140 64 177104 370105 18711 s 1 332118 473 58 17054 221108 200135 2 Anchors a 1.191 NW 0.W r421p ma 671 240 Ito 350106 N/A N/A,',« 143A NM 1906a N/A WA NIA i WA WA 341115 4421to 5601M NOTE FORTHE OFFSET CLIP, U FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • • FIGURE 2: • • • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURES: FIGURE8, • • • ANCHOR CAPAC ANCHOR CAP.,,,,, .,a, (pp ) x ( ) ANCHOR CAP.... MUWON USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) UN EAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND PAULLJON CLIPS SI-IOWN ARE NOT 70 SCALE. FCR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APFROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO A01301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A33. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8. #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 3.125" I-1.000"-i 500" 1' X 3.125' X .5' MULLON 1" VF MULLION) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0630.01 Expiration Date 05/26/2021 By R1lam - a Product Oontror 1151111 uu'4/,/// 3NY LYN,y� �.,/ * `No.58705 • tCs •'•FL ORID?.•.oC. ' • ,,1ONALEN`�- A. LYNNIMIRLER\ P.E. FL P.E.# 58705 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• • •• • • • •• • • •• •••• •• • • • •• •• • • •• • • • • • • • •• •• • • • • • • • • • • • • • •• • • 171131C ON • - - - - • • Mor• ul9C paery Table • 1 x 41) .125 tklum.Tubs I&iAlon Opening wbm (for velgicte4psfarty intilOrr,Operlll H61ght(m•tn52gteyypawn0 mullions) 500n 80 In 701n eon 901n w • •103 in • 120In 1401n 160In Rmlan9Lg Lowing Trep(Terg. Losing BantrgW Loading h977T9009 Lowing Rectangular Loedno 7rspr18sn9. a14n9 Ra0b1n•4r Lowing Trap/T l9 R6Gal9ur Lmen9 Tnp long. Landry RensnpJ•r Loadn9 339T1eng. Lading Ree•ngr'ar Lo.4400 516773al9. Loading �, RectayOr Pep/Nang. Loafn9 3.0800 far Rap/11815 5v E �g b .,. 8 li i 5 It b _ l . i, la i., a e Z $ y£ S 6g 4. E z gg •'6 }Lne00V • -;i• p I_L k.... • 2 • o 4. ,g4 E4 • a 5 . a 0 4- i, 6. 4 s` L.. �. 11 . S. € I- yLoadq '8 5 4- t E i 5 E =Leming 'II a 5 1¢} g 6 t` . ylendinyg� 3g O g 3.-. ,11 6E 9 S 42n 170.0 020 170.0 430 170.0 744 170.0 476 170.0 868 170.0 606 170.0 902 170.0 519 1700 1116 1700 621 170.0 1240 170.0 521 170.0 1448 170.13 521 145.6 1409 170.0 521 127.6 7409 170.0 521 48 In 770.0 708 170.0 624 170,0 000 170.0 514 170.0 692 170.0 030 170.0 1133 170.9 661 170.0 1275 170.0 877 158.3 1303 170.0 680 130.3 1303 170.0 e o 111.7 1303 170.0 680 97.7 1303 170.0 680 50.6251n 1700 747 170.0 553 170.0 896 170.0 631 1700 1048 170.0 604 170.0 1195 170.0 723 156.1 1235 170.0 747 140.E 1236 170.0 758 117.1 1235 170.0 756 100.4 1235 170.0 759 87.8 1235 170.0 756 64 In 170.0 797 170.0 612 170.0 918 171.0 61 1700 1118 170.0 754 154.4 1161 170.0 803 1372 1154 170.0 437 123.8 1150 '70.0 653 1029 1150 170.0 861 113.2 1161 170.0 861 77.2 1165 170.0 861 801n 170.0 085 170.0 701 168.7 1042 170.0 797 142.9 1042 181.1 832 125.1 1042 148.7 315 1112 1042 138.8 801 10030 1042 130.2 791 e3.4 1042 123.1 762 71.5 1042 326.1 782 625 1042 125.1 712 83 In 110,0 930 170.0 745 151.2 992 163.E 818 129.E 092 144.4 799 113.4 992 131.0 782 1008 992 121.4 756 90.7 992 114.1 755 758 082 108.4 745 84.8 992 105.0 744 66.7 982 108.0 744 613 In 165.4 947 170.0 789 137.E 947 140.0 708 116.1 947 130.3 700 1034 047 117.7 762 91.9 947 108.7 738 82.7 947 102.2 727 889 947 961 713 59.1 ' 947 64.0 711 51.7 947 94.0 711 72In 135.9 849 /42.7 737 1132 849 121.6 722 87.0 848 1069 705 04.9 849 90.4 095 75.5 049 00.7 On 840 02.7 175 566 849 75.3 839 48.5 849 7"0.6 652 428 649 72.4 651 70n 115.5 702 12D.7 665 96.3 762 1028 652 82.5 762 90.0 643 72.2 762 80.9 829 64.2 762 74.2 020 57.0 702 082 613 461 762 62.8 602 41.3 762 50.9 517 36.1 762 59.4 596 7e h 108.9 724 111.4 634 001 724 04,8 821 78.3 724 820 609 68.8 724 74.4 5139 59.4 724 00.1 591 53.4 724 624 503 44.5 724 67.3 573 36.2 724 34.3 6E7 33.4 724 60.5 585 90 h 09.5 543 71.0 403 66.0 543 60.7 474 49.7 643 52.9 466 43.5 543 47.1 458 38.6 543 42.8 452 34.8 543 325 448 29.0 543 34.9 436 24.8 543 32-1 470 21.7 643 3C.7 426 981n 67.3 471 58.9 427 47.8 470 4127 419 40.9 478 432 412 35.5 471 31.0 406 31.5 478 349 403 28.7 478 320 395 239 478 28.7 316 20.5 478 25.6 320 17.9 470 24.2 376 108 In 40.3 377 41.1 341 33.5 377 34.6 335 26.9 377 30.0 330 252 377 26.6 321 224 377 24.0 321 20.1 377 2..0 317 16.8 377 19.0 310 14.4 377 17.1 304 111 h 37.1 357 37.8 373 3).0 357 31.8 318 26.3 357 27.6 313 23.2 357 24.4 303 20.0 357 22.0 305 10.5 367 20.1 301 164 367 17.4 204 120 h 29.3 308 29.8 270 24.5 306 211 274 21.0 308 21.7 270 18.3 306 192 287 18.3 306 17.3 2b3 144 h 17.D 212 17.2 196 1NDLC 010 Anchor CapacHy Table OM) Anchor C9P Patterns Substrata: 2.7k mass 3.53 Cane. Hollow GUU Fllled CMU PT Wood Meal Anchor type: Yet. Ebo UbecOn 1N'Eko Macon3116 5/10' tic0 Ullman ENo Ultras. tit"FJoo Ubxa UT88 Elmo ApaaGGar air Eke u1149a 1/Y SS Boo AmreGabr 010 MG Strew (ca) 012 Stool screw R75) 112 Steel sczw (W) Edo* D14tawe;m7 1" 2.1/2" 1' 2-117' 3-1/6 1' 2.1/2" 1" 2-1/2" 2' 1116 2" 0.48" 0.54" 0.324" Embedment;n, 1-3/4' 1-34" 1-3/4 1-34' 2 1-1/4" 1-1/4" 1-1/4" 1-1N" 1-1/4" 1-1.4' 2" 1.357 13/6 'arks 2 Anchors 0 4.74 Mks O.C. / Standard or Offset Clip (Fl9. t127 300 b• 3001bs 450 IN 8901a 18441a 270 9x 2831et 354 00 7401bs 3741bs 6041te /45 I06 341 be 4421bs 560 lb 4 Arms• 1/2.26 Min O.C. / Sandad (or Mel) CID 0R8. 3k 700 64 700108 5001ts 1410 It 952I5 WA 0601ba WA 030 lb* WA 88011,4 NA 802 6n 9851bs 1120 M 8 Anchors 1 1.16 Mtn. O.C. / 5an161(or 01e1) Olp Dig 4x 960124 /400 bs WA WA N/A WA 761 Ix WA WA WA WA WA 13631b. 17701bs 2240 be 4 Ma11ma 12 7" t4Il 0.C. / (2) 2n5 Angle CLOG / (Fig 5), 7801154 7801bs 88016 1500 In 189E b4 140 59 553 bs WA 780 to 746154 88016s 16021bs 632 be 865 me 1120 be 8 Anchors D 3" Mn. C.C. / (2) 245 Anglo CSps / (Fog e). 1170Ibs 1170 IW 1020 be WA 2940 Rs 2544 In 8101bs 840 tx NIA 1140 Re 1122 be 1320158 2830 Ws 10221be 1377 (Da 1680 ha 4 Anchors 0 0.46 Min. O.C. / LL030, kta .123" Alum. (F8. 7): WA WA WA WA NA WA NIA WA WA WA WA WA N/A 1430 bs 2 An0Mm 112.25" Mh GC / F4719 (FR. tn. 350Ib 350 bs 2901bs /05 Ms 470 Re WA 200 tas WA 3151a N/A 4401bs WA 341 IM 442118 5001bs 4 ARAoa 101.15" Nth. O.C./ F.Cllp (Fl0. 9). 480115 700ls WA N/A WA WA 380 bs N/A N/A WA N/A WA 882 Ins 585 Oa 11201a NOTE: FOR THE OFFSET CLIP, USE THE S FIGURE 1: • FIGURE 5: • • • FIGURE 3: FIGURE 4: • • • FIGURE 6: • • • ANGLE CLIP (FIGURES 586) MUST 8E USED IN PAIRS. • • • • • • • • • FIGURE8. FIGURE9. II : FIGURE 7: • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„„,) X ( ANCHOR CAP..,,,,,,.) ANCHOR CAP.„, MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN rT IS LOWER THAN THE MULUON CAPACITY (FROM THE TAULE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY RE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTI IS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULUON AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE CRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRE fn. BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOJTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04e" THICK (16 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' TI IICK AND A36. ALL ANCHORS INTO METAL 01 IPL_ EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL A10 & #12 ANCHORS INTO W000 MAY BE STEEL, 18-8 S S. OR 410 S.S. 4.000" 1.000' r-- X4'X.125" MULLION .12 03 OT INDUSTRIE o_ 0. 8 0 BE MULLIONS H D ESISTANT ALUMI U a 1n (V 3v K P o O U W ic Q tr 0-' PRODUCT REVISED as complying with the Florida Building Cede NOA-No. 17-0630.01 Expiration Date 05/26/2021 i M Rlarn -0 • Product Control 1111111 I I I,//7 aQNY LYNA/4.,, s • .-C10EN ' No.58706 * Z �O,n •.. STATE . ONAL A. LYNNIMILLEFQ. P.E. FL P.E.# 58705 • • 000 • • • •.. • •• •• • • • •• . • • • • • • • • • • • • • • • ••• •• • •• • • • • • • •• •• • • • • • • • • • • • • • • •.• • . • • • • • • • • WIw.0 p•cay'able &SP'b ' ' • 1 X 4 X.775 Alum. Tube 6.T" MtNon Opening WWI (foimealylpprliilg mubonl: or Opening Height (f�' hon2�(ta apannirp mullions) So la 60 in 701n 80 M • 9D M • • • • 100 M• 1201n 140 M 153 h Raal•plal l.o.dn0 77o mien . Loadn9 Rectangular LOadng Trap'Tlag. lasing Reotapu8 L0e0n9 Trap/Term.Rslm Lowing gd• Lowing Tneelieng• Losing Rectangular Laedrng Trap/Pia o Losing R..n8uhr M Losing Tn•7T4a. n0 Lmning Re0talgulre Leine haa700980. Leaning Re6Can18r 01 Loading T5p'T5•9. Lasing Reaan•4• Loaning Ta1YTnm9. Lo5170 41 81 ry8¢ 1d s1 £ gl-y b S3 i � I pk d1 r 1 11 1l '¢$ g d$ r 1 E' i a 8i? 1 r r'I 11 Ii' d 1 fi i•8 till it Lb• li;62 i •grg l 441 i5j • j8 ' 6.11 f • i ��l a• :1. b ea ^ '1'HI '1 a : ■h¢ 9 a E p 8^ S' } d a �d 1��J ZZ 9i 6 5 I§ r I^ S pia 1L4 i 6 1 g $# EE, P lg 11 r i 9 11 F 1€ f a 11 4^ 8i $ i I 1 11 ; k98 b S <` Mull Length 421n 170.0 620 170.0 435 176.0 744 170.0 478 170.0 988 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 1730 521 170.0 1488 170.0 521 170.0 1736 1704 521 170.0 1833 170.0 521 431n 170.0 706 170.0 524 170.0 000 170.0 504 170.0 932 170.0 930 170.0 1133 170.0 681 170.0 1775 170.0 677 170.0 1417 170.0 680 170.0 1730 170.0 630 170.0 1603 170.E 680 151,E 2024 170.0 653 50.625141 170.0 747 170.0 5133 170.0 596 170.0 631 170.0 1046 1750 884 170.0 1143 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 756 170.0 1703 170.0 75a 1580 1018 170.0 758 1365 1910 170.0 758 541n 170.0 797 170.0 612 170,0 956 '70.0 651 170.0 1116 17013 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1564 170.0 850 158.9 1799 170.0 861 137.1 1799 170.E 161 120.0 1799 170.0 931 601n 170.0 806 170.0 701 1700 1063 170.0 797 170.0 1240 170.0 870 170.0 1417 170.0 944 170.0 1594 170,0 996 155.5 1619 170.0 1033 129.6 1618 170.0 1063 1'1.0 1610 170.0 1063 972 1810 1700 1063 031n 170.0 930 170.0 745 170.0 11111 170.0 850 1700 1302 170.0 640 170.0 1406 1700 1016 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 /542 165.5 1158 100.7 1542 167.9 1157 08.1 1042 167.8 1157 661n 170.0 974 170.0 709 1700 1109 170.0 903 170.0 1384 170.0 1002 160.6 1472 170.0 1036 142.E 1472 165.6 1148 125.5 1472 1568 1130 107.1 1472 147.8 1100 91.8 1472 144.0 1104 130.3 1472 146.0 1104 721n 170.0 1063 170.0 .876 170.0 195 170.8 1008 150.E 1320 .1662 1101 132.0 1320 149.9 1052 117.3 1320 137.6 1068 106.E 1320 126.8 1040 99.0 1320 117.0 1024 75.4 1320 112.6 1013 650 1320 112.5 1012 76184 1700 1122 170.0 937 1496 1184 759.4 1013 1282 1184 139.0 994 112.2 1164 125.7 878 09.7 1104 1155 054 60.8 1134 107.5 952 74.0 1104 97.8 936 64.1 1184 93.1 027 56.1 1184 923 025 761n 106.1 1124 170.0 087 138,4 1124 147.0 965 1186 1124 128.8 947 103.E 1124 11515 931 92.3 1124 105.8 916 63.0 1124 ea.5 908 802 1124 59.0 950 50.3 1124 54.3 851 61.9 1124 622 378 00 in 108.1 644 1113 750 90.1 544 94.3 736 772 641 82.1 724 676 844 73.3 712 60.1 644 86.5 702 64.0 644 61.4 693 45.0 844 54.2 678 38.6 644 50.0 865 33.0 841 47.7 sex 96 In 03.1 742 81.5 133 74.2 742 77.2 652 63.8 742 67.2 641 66.7 742 50.1 831 49.5 742 54.1 622 44.5 742 49.8 614 37.1 742 436 600 31.1 742 38.8 690 27.8 742 37.5 584 108 M 62.8 586 63.9 530 52.1 566 53.0 521 44.7 586 46.6 513 313.1 560 41.4 505 34.0 588 37.3 408 31.3 618 342 402 28.1 508 29.6 481 22.3 586 28.6 472 19.5 666 247 456 111 M 5711 565 58.8 503 48.0 555 49.5 495 412 5.55 429 447 30.0 655 30.0 480 32.0 556 34.2 473 28.8 556 31.3 4437 24.0 666 27.1 457 20.1 656 24.3 448 18.3 sea 22.4 442 120 In 45.6 475 46.4 433 38.0 475 39.0 426 326 475 33.7 420 28.5 475 29.8 414 25.3 475 25.5 409 ZLL 475 24.5 404 19.0 475 21.1 365 10.3 475 107 307 14.3 476 17.2 391 144 In 25.4 330 26.7 nos 220 330 224 301 18.6 330 10.3 297 165 330 17.0 203 r.,a,,,_ r V Armee Capacity Table obit) Anchor Clip Patterns Snbl4.le: 2.74. Concrete 3.54 Cana. Hallow CA4U Med pro) PT Wood Mein Mahar Type 3118' Eta Unman VT Eko U6s0m 516" Elco mason inns• FlcO Macon 1M' Eke Mason 174' 55 Ow5/16" AppreC+War Moo LMracbl 1/4' SS Etc AOproOabr 910 Steel Saes ((>S) 412 Sleet Screw (G5) *12 Wee Sam (OS) Elbe L8sne.015 1' 2117 7 2-177 31/5" 7" 2-1/2' 1' 2.1/7 Z 3-116' 2" 0.40" 0.54' 0.324' EMbachne100 1.324" 14'4" 1-3/4" 13(" 7 1-1/4- 1-1/4" 1-1/4" 1-1/4" 1.1/4" 1-1/4" 2" 7-3/8" 1.3/8" w1.s 2 Anohns 70 4.75 Mln. O.C. / Sim4wd o' D(bet 04p (FM. 1620 3901b 300Ib 450 be 590Ito 18441b. 270 b. 2311 be 154 Ms 740 0 0 3741b 8E415s 946 be 341 be 442 6s 550 64 4 Mabee 4t 225" Mart O.C. / 9•n4•d (or 005) Clip Fie. 37 70015s 7001b0 580 bs 141C 18e 94 I0. WA 560 00 WA 030 643 WA en 9s WA 002 be 655 6s 720 be 8 Ano50. a 1.15" Min O.C. / Standad (or Obeli Clip (Fg. 47 9601b. 14001be WA WA WA WA 7130 be WA WA WA WA WA 1303 Its 1770Ibs 2240 be 4 Anshan ®7 Mln. 0.C. / (1) 245 An9h COp. / (Fig. 57 7801bs 7011M 95n Its 156E 1b 18961bs 540 be 560 Is WA 760100 74810e 650 Ma 1L82 e• 502 Ms 68516s 1120 be 6 Anchors 59 7 Mn. 0.C. / (2) 245 Arlie 703I (Fig.67 1170106 1170103 102) he 2340 Me 2344 lb* 510 bs 940 be WA 11401b 1122 6s 13201b 2833 b. 1022 Ms 139 bs 1e50 be 4 A char O 0.45" Mln. O.C. / Uag, Into .125" Abm- (Fig. 77 WA WA WA WA WA WA WA WA WA WA N/A WA WA N/A 1430 Ms 2 Anises 93225" Mln. 0, C./ F:"Ip (Fig. 87 350 b0 35016s 29053 70553 476 be WA no NM WA 3156, WA M015. WA 341 b. 442ss 680 Me 4 AneNls a 1.17 MM. 0.C./ FLOP (Pg. 97 460 Me 7001b/ WA WA N/A WA 180 be WA WA WA WA WA 682133 ass Res 1120 b. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE. STANDARD CUP. FIGURE 1: • • FIGURE 5: • • FIGURE 2: • • • • FIGURE 3. • • • • FIGURE 6: • I • 1 9 ANGLE CLIP (FIGURES 568) MUST BE USED IN PAIRS. FIGURE 4: • • • • • • • • • • FIGURE 8. FIGURE FIGURE 7: II : : TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2 4 FOR GENERAL INSTALLATION METHODS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP) X ANCHOR CAP.,.,,,,`,\ _ ANCHOR CAP.,., MULLION CAP.,,O,,,,,, LSE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY EE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2) LINEAR INTERPCLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS B4YONU T HE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 375" -X 4'X.375J T-MULL ION 4.000" 1.000" I•` 1 X4'X.37u MULLION A PS • 4 o a csi U 0 O M ID Z O) N m Y 0 9- 0) IO 1O 4 Y co 0 PRODUCT REVISED Buglas ooing Codmph no• with the Florida NOA-No. 17-0630.01 EXpir•tlon Date 05/26/2021 By ..-". KumProduct Control 1b1, l•'''„)/7/// bs ANY LYN / `� �'C1r..•' LICENSE'• /���'� No. 58705 • • ••• • • • ••• •• •• . • •• • •• •. • •• • • • •• •• • • . . •. • • • •••• • • •. • • • • • • •• • • . ••. • • •. • . • • • • .•• .• • • • •• • • • 41s Ll 136' x 3.188" x -265' Alum Tube Mun `M"�uIIo.Capaia'y!9lble Opening Width (fo ■(lIaly-�prrrdnp moiler* or OPanhep Height (fir rodzirteCepaty0n0 mullions) 601n 60 In 701n 83 In • r 10In • • • • 1001re 120 In 140 in 1601n 24067928 Leaning 789/7114819 Loading 18.2l80610- Laraine T.p/TMng. Lading 84.0618165 Loaning 1661170810. Loading 18.8619012 Lendtg 1610/766n0 Laadng E ages ._ ¢a Redrglr Losing 7813175810. Leaning Rectangular Lofting TnpTden0 Loaning Rctenpir Leading Trap/615r*p. Loading Pnetr+pur Loadln0 7l4p/115n9. 1,816ng Recteno r Leading 7repRhanp. Landing g 8 3i 4. 5i it IL _ S.E.� $ ¢ Sg 3 £ � g 8 F $ 5$ e Z S$ 3 .. S a g a 8- 5@ is E4 g^ IS ¢aE . a S 4L• 41$ • •a a§ 62. ¢ I. # f j I. 11.1W .... B¢ £ �• � fl:fl A. a £ S s 5 fZc & � a� a Eg 9 ' $ S a g zfo f 9 a' 11 S a g E$ a1 d` P a ii1 a 8� a 5 8 sr, a ¢• fi 3 i 42 in 170.0 820 170,0 435 170.0 744 1700 478 170.0 668 170.0 506 170.0 982 170.0 519 170,0 1116 170.0 521 170.0 1240 170.0 521 170.0 1416 '70,0 521 1705 1735 170,0 621 151,6 1769 170.0 521 481n 170.0 706 170.0 624 170.0 850 1700 504 170.0 992 170.0 830 1700 1133 170.0 661 170.D 1275 170.0 677 170.0 1417 170,E 560 154.8 1545 170.0 680 1327 1548 1700 680 116.1 1548 170.0 660 50,525 in 170.0 747 170.0 663 170.0 age 170.0 631 170.0 1046 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 1E7.0 1458 170.0 758 1392 1486 170.0 756 119.3 1468 170.0 756 104.4 1468 170.E 758 54in 170.0 797 179.0 612 170.0 956 1700 091 170.0 1118 170.0 754 170,0 7275 170.0 003 163.1 1376 176,0 537 148.8 1376 170.0 668 1223 137E 170.0 981 104.8 1576 170.0 061 91.7 1376 1700 661 601n 1700 885 170.D 701 170.0 1063 170.0 797 158.9 1156 170.0 575 139.0 1156 167.4 930 12.0 1156 156.8 9/0 1112 1150 150.0 012 122.7 1158 144.8 905 79.4 1155 144,E 905 89.5 115e 144.E 905 631n 170.0 930 170.0 745 180.1 1051 170.0 850 137.2 1051 1550 862 120.7 1051 1420 848 118.7 1051 132.3 637 90.1 1051 525.7 530 80-1 1051 115.5 522 682 1051 119.1 821 00.0 1051 119.1 021 00 In 167.1 607 170.0 780 139.3 067 151.8 605 119.4 957 134.0 790 104.4 057 1216 777 92.8 957 112.8 767 83.6 957 106.8 759 69.5 957 100.0 750 59.7 857 98.9 748 52.2 957 98,9 743 721n 126.7 534 1302 e98 107.3 804 1152 684 51.9 604 101.3 671 60.4 804 91,4 WO 71.5 804 64.1 650 84.4 804 78,8 643 53.8 804 723 633 460 804 68.0 629 40.2 60/ 096 628 78 In 139.4 722 114.4 630 912 722 072 613 782 722 05.3 506 et 722 78.7 nee 60,8 722 70.3 608 54.7 722 66.5 500 46.5 772 56.6 670 30.1 722 56.7 566 342 722 662 564 7810 101.2 1365 105,6 600 84,4 885 89.6 505 723 65e /5.5 577 63-3 655 70.5 058 562 060 64.5 560 50.6 665 60.1 553 422 596 54,3 543 38.2 655 51,4 637 31.6 685 69.7 036 901n OSA 515 86.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.6 425 33.0 616 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.8 515 29.1 404 961n 543 453 55.8 404 26.3 483 47.1 307 380 453 41.0 391 33.9 453 WA 385 302 453 33.0 379 27.2 453 30.4 374 22.6 453 26,6 303 19.4 403 24.3 300 17.0 453 22.9 356 10811 38.1 258 39.0 323 51.8 358 32.0 316 27.2 350 20.4 313 23.8 lee 2.2 305 212 358 22.7 204 19-1 358 208 300 153 358 10.0 291 11111 36.1 238 35.8 306 29.3 336 30.1 307 20.1 338 26.1 297 220 336 232 203 19.5 338 209 200 17,6 336 101 286 1200 77,6 290 26.3 264 232 200 23.8 280 199 290 20.6 255 17.4 293 132 253 164 290 16.4 240 14410. 16.1 201 111.3 186 • - _ ---- Anchor Capacity Table (Su) Anchor Cep Pattema Sut60re /*Conc19e 358 Conc. 110039 ChIU Flea CMU PT Wad Mda Ancnr Type 3hEI50 Ullman 5 Ur Et9Ullret• 516'0/00 Uen[6n Yt6'FJto Macon VC FJcoU7MM 1/4' SS 5205'16" A7non9nr 60o 1112891 1'4'55 250 Agge:Gan 610 Steel S_R/ (135) 81251561 screw(G07 4123118 scree (G5) 66g5 astance(ln) 1' , 2-V7 1" 2-1/2' 3-1Ar 1' 2.87 1' 24/Z 7 3.//2 2- 0.42 0.5r 0.32C Embedment oar 1-3/4" IJr 1-3/4' ta'4' 7 1-24' 184' /-L4' 14/45 1-1/4' 1-0r 2' .5.31' 1815 west 2 Moors 45475 MA 0.2151610e0 or 05601 Gip gig 15 907 28 90066 4506. 99016. 1E6400 270635 290118 354105 740105 974166 664156 94626 341103 44266 560105 4Arcnrs®1.15' Min. 0C / 9696136182015ep17poig 25 430 IOs 702105 WA WA NIA N/A 35026 N/A WA NIA WA WA 2226 685125 1120135 442885 0 2 man. O 0. I (2) 2554112'e C1136 / 51537 700164 700 6A 030 55 1660 m 185696 640 116 540 66 N/A 760109 748 ba 98006 1602 56 682 65 AM 06 1170 en 4 A5Mn®0.45' Min.0.0 /111xp, Into .124A5e1. 71g 4 N/A 1 WA WA WA NIA N/A WA N/A WA NIA WA WA N/A WA 143036 1 84002/ FC47(190 57 1SC Ws 1 16665 225 ars 44560- 822109 135 Ds 14060 177105 670161 1671136 1 332112 473 Its 170606 22160 230 bs 2 Andhra 4 1.15 Me O.C.I F Glp (rig 67 240 b. j 300 56 N/A WA NiA NM 190105 NIA WA NIA WA WA 341213 4421135 560 ar NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE 5: •I • • FIGURE 2: • • • • • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP,";• X / ANCHOR CAP.,,,,,"„,\ ANCHOR CAP.,," `MULLION CAP.,,,,,,,,/ IISE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 5G OF 0.55. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BEAMINIMUM GRADE 33 AND .045 THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST-125- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 610 8 612 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. I--1 250'- 1 3.188' 1.25 X 3.188' X 265' MULLION (1-1/4' VF MULLION) Q. 0 03 c 1 U FL CERT. OF AUTIL# 28286 z 8 N 0) cv co 4i0 03 0 m 5 2 O m0 87 0n 0 Qn PRODUCT REVISED as compivinf5 wlth the Florida 6uliding Coodd• NOA-No, 17-0630.01 Expiration Date 05/26/2021 By M1ami-Dad roduc4 Control 177711111111//// SLY LYIV/y�y., P4.,'.• LicENSF-.����s 1*No.59705 � • 7k- � •ate; SATE •�` ,ONAL IENG`. A LYNN MILLER, P-E- FL P.E.# 58705 • • ••• • . • ••• •• •• • • •• • •• •• . • • . • •• •. •. . • . . •• • • • •••. •. • •• • . • • • • •• •• • . • • • • •• •• •• • ... -* ..i • • • TABLE 9A - - " ' • • mummum,,,Capacity Teblgjlh • • • • 125'3.25 X .100 Opening Width (for veal ■39l (9 p IRl8oll$) or Moaning H61ght (for hortz 1am:p nNliona) • mn mh min • mn dEA• • •0•II• • 1201n 140In im b RsOWWbr Leadlr9 Trepr'lleng. Lna1n0 098.n465 L8a619 T7Ltrait9 Lredm MMen0ler lordln9 Tread":. Lwdn9 Reelen8oisr Les,a. tor1113n9 Coding RsiarOlar Lesdn1 T1PR6•n0. Leedn9 R5tria/ L0adn0 Tr3d9ian9 La+61n0 Recten901e7 Loedl.p Treph6en0- L. 69 Rsolml940r L0e41n9 FSP/T6w9. Inedin9 Rs01er9Uar Lwdn9 TesoR6er9. Lea8m9 s 5_ i 1! i1it_1IIs1 1 1•if 11111fl•h41li11li111111111111_1 1 Lai i 42 In 170.0 421 1100 435 170.0 744 170.0 475 170.0 866 170.0 505 1700 962 1700 519 170.0 1118 170.0 e21'163.ees118 A11) 521 127.7 1118 1760 51 109.5 1118 170.0 521 656 1118 170.0 521 48 in 170.0 709 170.0 524 170.0 850 170.0 564 167,6 976 170.0 030 143.7 978 1700 081 130.4 978 170.0 677 117.3 97e 170.0 080 97.1 978 170.0 860 93..8 978 170.0 860 713 978 170.0 9120 60126 in 170.0 747 170.0 563 170.0 844 1701 831 150.7 927 170.0 684 131.1 627 1665 708 117.2 127 150.1 609 105.E 927 156.3 668 87.9 927 1583 896 75.4 027 166.3 1695 659 027 1583 566 641n 170.0 797 170.0 612 1645 081 170.0 661 132.8 859 1153.0 665 115.8 869 141.8 1639 103.0 481 134.0 660 92.7 880 129.0 864 77.1 869 128.8 652 66.2 889 128.6 652 57.9 169 1268 852 min 1431 746 163.8 694 119.4 746 1311 620 162.3 748 117.8 605 89.5 746 107.6 699 79.6 746 181,0 552 71.6 746 06.1 687 59.7 748 03.3 533 51.2 748 93.3 583 44.6 746 932 663 63In 173.7 077 182.0 679 103.1 077 111.1 586 88.4 677 100.4 655 77.3 677 91.4 646 567 677 85.2 039 61.9 077 81.0 634 51.1 677 77.0 529 44.2 677 76.7 629 317 677 76.7 620 OM 107.6 617 114.1 630 89.7 617 67.e 519 78.9 617 853 609 67.3 1317 76.3 600 59.6 611 746 494 63.a 817 68.7 488 44.e 817 64.4 483 31.4 817 83.7 482 338 617 63.7 492 7210 52.9 610 87.1 450 601 611 74.2 44) 516 NI 2 432 11.8 516 511.8 426 441 516 64.2 419 41.4 616 50.7 414 34.6 618 48.6 401 20.6 618 45.6 405 26.9 518 46.0 405 761n 703 465 73.7 406 647 486 12,8 303 50.3 485 349 390 44.1 485 49.4 384 39.2 460- 45.3 376 35.2 486 422 974 29.4 466 38.3 387 26.2 465 38.5 384 220 465 36.2 163 78In 681 441 08.0 387 343 441 67.7 370 46.6 441 508 372 40.8 441 463 394 382 441 41.6 330 32.6 MI 36.7 353 271 441 34.9 340 23.3 441 33.7 348 20.1 441 32.7 117 346 25) 90 In 42.4 332 43.8 295 364 392 37.8 289 30.3 332 323 284 28.6 332 288 280 23.6 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 286 18.2 611 10.6 262 132 932 1689 35.0 211 35.6 280 241 291 30.3 268 26.0 201 264 262 219 291 235 248 19.4 291 21.3 244 17.6 291 18.0 241 14.6 201 17.1 236 12.6 291 161 232 10861 24.6 230 25.1 200 20.6 130 21.1 206 17.6 230 1113 201 15.4 230 182 168 111In 72.6 218 23.1 197 168 216 11.4 194 162 218 116 191 14.1 218 149 168 120 In 17.8 187 18.2 170 14.3 197 15.1 167 TABLE 98 Anchor Capacity Ta1Ne (lbs) Anchor Cilp Patterns 8668inie: 271 C9lelele 3.56 Cons. No6cw CMU Filled CA01 FT Worn Metal Amhm TYPO 3/16" Moo Ullrecon 1/4" Flea UlbeOm Elco" �1/ con Ultesat 3/1C FJc0 Miaow 1/4Elea MOeoon V4' 93 Bm A99re9ata pie' Ebo Mb91a5 1/4' 88 Else AggreGe19r MO Steal Scrw(G5) 0I1 Steel Screw (G5) 612 Steel 600w/(G5) Edge046505ce In): 1' 2-1721 P 2-1/Y 61/6" 1" 2.1)P 1" 2.7/2" 2' 3-1/9' T 0.48" 054" 0.324' Embednont On( 1.9N" 14/4. 1-3r4" 1.314' 2' 1.1/4" 1.1/4" 1-1/4" 1.1/4' 1.1M 1-1/ 4' 0 53/8" 139' odes 2 Anehon 0 4.75' 131n. O.C. / elendad Q 026e5 Glp )F10. 1( 390166 3901be 450 Ib3 890 0n 104416s 270 be 280 In 354 Ds 740I136 374 15a 664 166 9481b9 341 bs 442 to 589 106 4 Anchors 0 1.16" Min. O.C. t Wendard (or Offset) CIO (no. 27 4eo Ds 700IM WA WA N/A WA 350 be WA N/A N/A WA WA 0821bs 1165166 1120 be 4 Mohan 0 3" Min. QC. / (2) 245 Arab alp. / (F9. 39 760 ba 780 lb* 88112e 1580 111 1896 66 340 Os 580 bs WA 760 Ds 7481bs Bm I134 1892 in 88213s 18S bs 1120 be 3 A0e3105 0 0.01' MI5. O.G. / U<35, no .100" Alum (Fig. 49 N/A WA N/A N/A WA WA N/A WA NIA N/A N/A WA N/A N/A ow Ibs 1 Abhor/ F-Cllp (Fig. 54 115 bs 115146 225Ibe 145 ba 62291c 736 9» 143 ba (77145 ]TO I6e 197166 332 (6• 477 bs 170 bs 121 ba 250166 2 Anoka 01.16" MD. O.G/ F-120 (FI9. 59 240 D1 350 Ds WA NM WA N/A 193 ba WA WA N/A WA WA 341 Ds 442 Ds 5601be FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE B • • • FIGURE 2: • • • • • FIGGURE 8: • • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECFICAT1ONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMUI SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 13063-T5 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & a12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,„..,_„) )oANCHOR CAP. MULLION CAP._,_ USE THIS FORMUI.A TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN ITIS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE -1.25C" 3.250' 3.250' .100" .100" 1.25" X 3.25' X .100" MULLION FOR FIELD -MULLED UNITS 1.25" X 3.25" X .100" MULLION FOR FACTORY -MULLED UNITS 5 re COPYRIGHT C 2017 PGT INDUSTRIES, I O 2 ra w w 2 (A CO H- CO w (7 U 0) ii 5- 05 z ]C 4n 0 ,ko o1 0 PRODUCT REVISED as comply np wlh the Florida Building Cale NOA-No. 17-0630.01 Expiration Date 15/26/2021 r0duet Control 311I I11)I/// `' QNY LYNN,y�� �IGENSF * e No. 58705 `<(� A. LYNN FL P.E.# 58706 • • ••• • • • ••• •• •• •• •• • •• •• • • • • • • • • • • • • • • • ••• • • •• • • • •• • • •• • • • • • • • • •• • • • • • • • • • • • • • • TABLE 10A • • • • • • • 9�481on &stele TamCgoSRt'� • • • • 126 x 326 X .824 Alum. Tithe Mull(' Opening Y11d1+ (for wtItally4iparflins1 5060 5) or Qpenin6 hleiht f (93r90rt2:16env enrRg mullions)50b 60 in 701n a 90In W fit • 1 a► • •ov 1za Into in uo In Rec16e0War LnoNng 1 /1/4fO. 10.4N9 Rects,soar L.o.ding TapRrbn9. Lss4n0 R1=1anhs7 L0.4919 TrrpTiang. :WQ2O Rncimgular Leaar9 TrepRdong. L00dng RM.ngubr Lo.4o Tnp?rl.nq. Loading Raclargdu Lm4ng 7oplT,i mg. Lon 9p PadmOular LOrd/n9 Tnp7'4056 Les ing Realan9unr Loading '1 llrun9- Leedeg Ra2Uig4ar '_ae4n8 Tnp/Trinp. Losling F.- t' li, ,p Ea u VI 1a a o c I EA �3 5i s• 4 ^ 0 _ • _a .F !. o II 11� 4 6. r< a' ii 4_ 1's 6� II 1a e E o lc I1 e � u v 3Q a` e u b* la e _ Rg $o is A' a a I $e -1 is £ u• 2'�' fg.�a . ase ,g g• 1( 64- b••Fj 4if i$ s W eafa.li, E•. 44, 9u4 % • i •la �y f$ a F• fi mt•o= Ia•.ii •1a o" 4 u if 14 4: u@ 5i la ''a o et Is j u 4t fa u 3i. la I � fa is £ =='S Ja II a1 LT $• la I9 41 4a II ki la 11 u$ - %S sr, 1. J g i711n 170.0 744 170.0 470 1/0.0 869 171.0 606 170.0 992 1700 619 170.0 1116 1700 621 170l 1TO TIRO 521 170.0 1488 170.0 521 170.0 1736 170.0 621 170.0 1983 170.0 521 42 in 18 in 770.3 170.0 820 706 1700 17g.0 436 524 170.0 850 170.0 614 170.0 902 170.0 630 170.0 1133 1700 661 170.0 1275 170-0 677 170.0 1417 170.6 600 170.0 1700 170.0 150 169.7 1919 1700 650 140.6 1971 170.0 660 50.625 N 170.0 747 170.0 653 1700 895 170.0 1137 170.0 1046 170.0 684 170.0 1195 170.0 723 178.0 1345 170.0 747 170.0 1194 170.0 /56 170.0 1793 1/0.0 756 152.5 1e77 1700 756 133.5 1877 170.0 766 64 In 170.0 797 1700 612 174.0 966 170.0 611 1/0.0 1111 170.0 764 170.0 1276 170.0 103 170.0 1434 170.0 837 170.0 1594 170.0 156 1664 1769 170.0 167 134.1 1/69 170.0 661 117.3 1759 1A.0 051 00 In 170.0 816 1/00 701 170.0 1063 170.0 797 170.0 1240 170.0 071 170.0 1477 170.0 544 161.1 1511 170.0 916 146.0 1611 170.0 1033 120.8 1511 170.0 1063 103.6 1611 170.0 1063 966 1511 170.0 1063 03 in 170.0 930 1700 745 170.0 1110 170.0 850 170.0 1302 170.0 040 150.E 13/0 170.0 1015 1392 1370 170.0 1076 125.3 1378 164.0 1012 144.4 1370 156.9 1072 19. 5 1370 1553 1070 783 1370 165.3 10/0 66 In 170.0 974 170.0 799 17/.0 1169 170.0 903 155.6 1241 170.0 1002 136.2 1246 160.E 1013 121.1 1248 147.1 1000 106.9 1240 139.0 989 00.0 124/ 130.4 174 770 1241 1290 976 68.1 1240 129.0 075 721n 117.8 10/9 170.0 Q9 179.9 1019 160.2 892 118.9 10/1 132.1 /76 104.9 1019 119.1 660 93.2 1049 109.7 8/6 t3.8 1019 102.7 ex 690 1N9 91.3 125 61.9 10/0 912 870 52A 1049 91.1 120 71 In 142.7 947 149.1 822 111.9 /41 116.8 846 101.9 911 111.2 791 992 941 100.0 777 79.3 941 91.7 756 71.4 941 85.6 767 69.5 941 776 744 51.0 941 74.0 737 44.6 141 73.3 736 132.0 614 137.E 703 114.0 194 116.8 767 113 694 1024 753 82.6 854 97.9 740 73.3 894 84.1 730 660 894 71.3 721 55.0 894 70.7 707 47.1 194 07.0 Al 41.3 694 80.1 699 901n 85.9 671 10.7 596 71.6 071 74.9 616 114 671 66.3 676 63.7 671 682 666 47.7 671 52.9 558 43.0 671 41.0 551 35.0 671 43,1 639 30.7 671 39.7 531 26.9 CI 37.9 626 464 96 in 70.1 610 /2.6 527 59.0 090 614 518 50.6 690 57.4 609 44.3 680 47.4 602 39.3 590 43.4 434 36.4 690 31.6 480 29.5 690 34,7 477 25.3 500 315 409 221 690 29.1 t00 in 49.7 466 60.8 421 414 466 42.1 414 35.5 416 97.1 406 31.1 416 321 401 27.6 466 29.7 396 24.9 466 27.1 311 20.7 466 23.6 382 17.8 466 21.2 375 16.5 166 19.6 370 11' In 46.1 441 46.7 100 312 441 31.3 393 32.7 441 34.1 387 29.6 441 30.2 312 26.4 411 271 376 22 9 441 24.9 372 19.1 441 21.5 363 16.4 441 19.3 356 14.3 441 17.1 351 120 In 78.3 376 363 344 362 376 31.0 339 25.9 3/0 26.6 934 22.7 378 23.7 321 20.1 378 21.3 326 18.1 371 115 321 16.1 376 18.7 314 1441n 21.0 262 212 242 17.5 262 17.1 239 16.0 262 15.3 230 _ TABLE 10B MchorCepadty Table (On) Anchor Clip Patti/Ks 514551019. 2.71 Concrete 566 Cons. Hollow 041.1 Filled CMU PT W000 Meal Anther Type N16'Bco Lata4D Vr FY9U6raccri Mr 8100 in.,..,.3lir Elm Utracon 1/4"Deo UMNOn 114" SS Eco A99re0ea 615" Eke Ultracn 1/4" 35 Elm410 A901eCata Seel Screw (OS)S(rea'1057 612 Steel 012 Steel 5cI0r 735) E09e Datance pn): 1' 2-67 1' 2-112' 3.1R' 1' 2-VT 1' 2-1/2 2 3.119 r 0.48" 0or 0.32r Em0enerd 9 1314" 1.94" 1314' 144' T 1-1/4' 14/4" 1-1/4' 1-1/r 1.1/4' 1-1/4" T 1210' 13'8" roles 2 Anc005 •4.79' MIR O C. / Sia00ar0 a onset Cop (Fly_l9 33309 390 Ds 450199 5001m 1644 Im 27019 2113104 351 Ds 760113s 374 Ds 6640:e 946151 341 D1 442 DO 060 Ds 4 AlEh13361.15' Min 0.C. / 0069 40 (a 09/01) 7Op (Fig. 2j 460119 70019 NIA WA N/A N/A 366 C6 N/A WA WA WA WA 662 De 866 65 1120 Da 4Arr 50m • 2 MD. O.C. / 021245 Arnie Ms / (R(7 5F 79) los 780128 600Im 15001m 1666I94 51019 683 to WA 760 •s 743 D6 860 to 1102 26 682 D1 895 D 1120 be 3A55Mrs680S4' Mgt O.C. / U-CI), Into.100' Nem (Flo 4), N/A WA NA WA WA N/A WA NIA WA WA WA WA N/A WA 9508» 1 Art h0r/F.c75(Fs 010 10595 195 Da 225105 446101 522104 145 Ds 140 Ds 177 Ds 37019 167150 99276e 47365 170190 22704 280119 2 ACMn®1.7r M610.CJFC8p(19. if/ 2400s 350170 NIA NA N/A N/A 160 Ds WA WA WA WA WA 341 D5 442I19 060De FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • FIGURE 2 • • • • • • FIGURE 8: • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTI IS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-73. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. BE USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MNIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND Al LEAST 3 SCREW THREADS BEYOND THE MATERIAL # 10 & #12 ANCHORS INTO WCOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP ) X /ANCHOR CAP.,,,,,,,,,,,\ ANCHOR CAP., \ MULLION CAP.,,,,,,.,,,., / USE. THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1.25' X 3.25' X .824' MULLION FOR FIELC-MULLED UNITS 1.25' X 3.25' X .524" MULLION FOR FACTORY -MULLED UNITS gg s s F 0 a0 YYN 1' U U W a r4 m X N X N O 2 A a 6 0n 03 Z 8 d'O (0 0 (0 .O PRODUCT REVISED as complying with the Florida Building Caadd NOA-No. 17-0630.01 Expiration Date ' 5/26/2021 By- MIamF-0a Pro. act Control `573111 11111y ��•' L10EN3F •' /..0‘ - FL P.E.# 58705 • • • ••• • • • ••• •• •• • • • •• •• • •• • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • TABLE 11A - 11on rjpaeiAr TablRdba'ill•% • • • • • • • • • 125 X 394 Allan. Tube Mu0len a•��r� Opening Wdth (forvedlems-ape•i g•116om) oripening E:B�7ht (br hol `rta9y*enAg m4fi0le) 50 in 60 in 70 in 101I • ` •11)p f • ` 121 in 140 in 160 In textanndar Loading Tr0777r0n0. Loom Re09remisr loading Tnp/rthrg. Loading Rectangrinr tndm0 TrapTdal➢. Lpad41➢ Reel hanks 1din0 Tnpriiang. Loading Reeving/1st Lading Trep/rriang. ladini R4ctargala Leading Tnp/Trian0. Las 'vg Reds, , Lod4g ItuiTurig. Lasting %Dam ier Lading Trepr7dane. Lead* Rocanguar Lnadins Trap rimig Loading 3 d 5 p . E �a .; 8 c le .i ii .1 7 i• > / 'i s .i .-. g@• = f& ; : o s� fia - -5 s a' � t ed if ig Es a 2* f £ :l I a2 £ : � o ,. B-g8. fi& �a • •'i.-. u •u$ $V ire 2.'g5 a`• a�' • R%i Top 5. r at li •3�� •F v d• ►' 41�aa aafe • :• ut•ei •y fl 4 4� ,Se• • U j•S' �4 l a d4 Pg' � B r$ 3g 3/ , ao Is �� I €'C' i It, 11 I :mi 3a • at I$ a 3 u l '' u r� u IV 3� . e �e II as 1 .T b'� : p L. " ?,S due �p 1 .111 g g 170.0 620 170.0 435 170.0 744 170.0 478 170.0 061 1701 506 1700 992 170.0 519 170) 1116 1700 521 17a6• D40 54.0 521 170.0 1488 170.0 521 170.0 170.0 1735 170.0 621 170.0 1913 1700 511 421n 48 in 170.0 708 170.0 52< 170.1 850 1700 584 170.0 992 170.0 630 170.0 1133 171.0 661 170.3 1275 1700 677 170.0 1417 170.0 , 660 110.0 1700 170.4 660 1983 170.0 680 170.0 2267 170.0 20 59625 m 170.0 747 170.0 563 /70.0 898 170.0 631 1700 1641 170.0 694 170.0 1195 170.0 723 179.0 1316 170.0 747 170.0 1494 170.0 758 170.0 1/93 170.0 754 1700 2092 170.5 766 170.0 2301 170.0 766 54 in 170.0 797 170 0 612 170.0 956 1700 691 175.0 1116 170 0 764 170.0 1276 170.0 /03 170.1 1434 1700 037 170.0 1594 1700 8E6 170.0 1913 174.0 161 170.0 2231 170.0 m • 104.2 2403 170.0 961 6C in 1700 005 170.0 701 170.0 1063 1700 787 170.0 1240 170.0 075 170.0 1417 170.0 944 170,0 1694 170.0 896 /710 1771 1700 1033 170.0 2125 170.0 1063 1483 2163 170.0 1063 129.8 2189 170.0 1063 6i in 170.0 930 1700 746 1700 1116 170.0 060• 170.0 7302 170.0 940 1700 1481 170.0 1016 1700 1673 1700 1071 170.0 1059 1700 1122 1569 2163 170.0 1169 134.6 2E60 170.0 1171 117.7 2060 170.4 1171 6615 170.0 974 170.0 719 170.1 1169 170.0 903 170.0 1381 170.0 1002 170.0 1551 170.0 1048 170.0 1773 1700 1165 1701 1846 170.0 1210 143.0 1966 170.0 1276 1226 1906 170.0 1286 107.2 1966 170.0 1236 72 le 170.0 1063 171.0 en 170.0 1275 170.5 1009 170.0 186 170.0 1126 170.0 1701 171.0 1221 1541 1734 170.0 1316 130.7 1734 1618 1366 116.6 1734 166.9 1364 99.1 1734 150.4 1362 96.1 1734 1502 1352 7616 770.0 1122 171.0 537 170.2 1346 170.8 1080 1615 1556 170.0 1209 147.4 1556 1652 12% 131.1 1556 151.5 1206 n17.5 1560 141.3 1161 903 1668 121.3 1229 842 1656 1213 1219 73.7 1656 1212 1216 70 in 170.0 1161 170.0 957 170.3 1381 170.0 1116 166.0 1477 1693 1245 136A 1471 151.0 1221 1212 1477 139.1 1206 109.1 1477 1295 1191 90.9 1477 116.5 1159 779 1477 110.1 1165 68-2 1477 1093 1164 90 in 1420 1110 1461 096 11114 1110 1219 069 101.1 1110 1079 961 185 1110 913 996 769 1110 67.5 323 Ito 1110 80.7 90 592 1110 71.3 891 60.7 1110 65.6 . 871 44.4 1110 62.7 870 7203 172 97.6 915 1015 850 03.5 975 09.3 842 732 976 72.5 929 650 975 712 817 6B5 975 65.4 807 48.8 975 57.4 799 41.1 975 523 77i 36.6 976 40.3 717 96le 100 in 117.0 822 97E 771 84.0 696 63.5 711 10.7 665 56.7 771 61.3 674 51A 771 14.3 664 45.7 171 49 0 6645 41.1 771 44.9 647 343 771 309 832 24.4 771 35.0 621 25.7 771 32.4 612 111 in 76.7 730 77.3 661 611 700 650 650 64.1 730 56.3 610 47.3 730 49.9 631 421 730 450 622 37.9 730 41.1 614 315 730 35.5 600 27.0 730 319 585 23.7 730 295 591 120 in 599 024 6111 589 49.9 624 51.2 E60 42.8 624 44.3 552 37.5 624 35.2 644 33.3 524 363 . 637 30.0 624 32.2 531 25.0 624 27.7 519 21.4 624 24.5 509 10.7 631 225 501 144In 34.7 433 35.1 403 28.9 433 294 395 21.0 433 25.4 350 21.7 433 224 305 19.3 433 20.0 381 17.3 133 181 370 TABLE 118 Anchor Capacity Toble (IW ) Anchor Clip Patterns Sula5a/e: 2.7R Nrt8Je 36k Conc. Halm CMU 8510 CMU PT Nico0 Metal Arcibr7y31e. 301E Etc0U16mcn 1/4" E'co U10cco 916'600 Ubacon 916-E10n 1Jlr4On 574' Be°Wrenn 1/4-SS13co Apga^a0r 5/7C Eta U:trxCn 1/4' 3513co A=6116' WO Wed Sum. 036) R42 steel Scu. M5) 41291ee1 SCrer(G0) E0¢ uaterct On)/ 1' 2-V7 1" ' 2-V7 3-1/81 1" 2-1,7 1' 21/2' 7 3.1A7• 7 0.40' 054' 0.324' BnbedtleM4n) 1 54' 1.94' 1J/4' 144' "4' '-1/4- 1-1 4" /-1,7 1-V4" 1-1/4' 1-1/4• 7 1-39' 15'" vak9 2 Anchors 0 475" LIM O.C. I Sten0921 or 065e1 Clip 019. 0) 390 •s 390 Its 450 Ins 690 b 1644 en 270 De 280104 954116 7401b. 3741b5 56154 958109 34106 442119 S60 b 4 AJt50n 1.191 MIn O.C. / 3taW0ln (5 016e4) Cl7 070. 21 060 Me ?CO b N/A WA NIA N/A 380I26 WA WA NIA WA WA 612165 81511E 1131 IA 6 4 Are hors e 3" Alin 0C. / CA 2t5Ar60e MS/ (R9.3) 760106 180Re 650133 1563134 1906 Ins 540115 56026 NIA 76016 72165 0e15b 18921ts 60203s 885193 1123 Na 4Arci049 0.54" 101. O.C. / UCOp, NM .100' Ahm. (fg- 4) WA WA N/A NA N/A N/A NA NIA WA NIA WA WA NA WA 1267 gee 9 1 Ar0M2I FLSp (RO S) 195 D5 11626 225135 445 b 822 b 135 b 140 to 1771n0 37011u 187 IN 3321M 473Ire /701R5 221 b 280 Os 2ARCMrs R 1.10 MA 0.CJ FC4p (Ng. 6) 2401M 993 b NA MA N/A WA 190 Na WA WA NIA WA WA 3411136 44216 353 Ia FIGURE 1: • FIGURE 3: FIGURE 4, FIGURES: • • • • • FIGURE 2: • • FIGURE 6: • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACRY ADJUSTMENT FORMULA: CAP.,•",,,,, (DP x ANCHOR t. - ANCHOR CAP.,,,, MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QJALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETV/EEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C 90. WOOD SHALL BE PRESSURE-1 HEATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606375 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT I FAST 3 SCREW THREADS BEYOND THE MATERIAL #70 & #12 ANCHORS INTO WOOD MAY BE STEEL, 19-8 SS. OR 410 S.S. 1.25' X 3.84' X 624' MULLION * : No. 58705 71 -0 ALL RIGHTS RESERVED COPYRIGHT ID 2017 PGT IND O CO s- 2 4 a 0 rc Z N C.C. r 0) o g 0 Z 0 3C cn O to Y 0 y PRODUCT REV SED as complying with th• Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Mlamt- a rodoct Control 11 ,u,•1,1/ SS°0 Nv LN4 YN 1.10ENgFcf‘'.Z ; Fs•'•5 0RIOP..''G\�� A LN701F48-3Ek,P.E. FL P.E.# 58705 • • • • • • • • • •• •• • • • e• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• IHDLC IW - - • • • 6 7----WW Ie m$"l'L • •L • • 2 x 4 x 25 Alum. Tube Mullion Opening VMd0l 00/110 fo-snarl[*n molilen:00r Op 1 *H6ight(10a1102 a arfln9 motion) 50n 60n 701n Win •• ••� •i`16 : • 100y • 1201n 140n 11501n nedan•kr Laedrg Tr6N0Nan9 Loading /betanpiar Ls•dn0 Trap/Trian9. Lowing Ra01'n94r Loading 119pTIag. Laming Rectangular Lasing Trap -Mang. 1oadn3 Rec[a1WMr Loading 1nn'16e10. 1 awing I16ettailluit imam TI18T46n0. Loading Rectangular Load' 7, 74ag. Lasting R0ctengl4r Loading Tep/Tdag. L0e0110 Rectangular Lowing TAp/Bhng. 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Hallow CAW Flee CND PT Wood Mao Anchor Type: Y18'E:to Macon VP EI[cUtacon Yt6-Eku UOac0n 371E EItoUac:n ilb°D[3Ullracon M4"SS Eno A9'e3aor Y16" Elco u619101 114" SS Bee AggPA4ar 410 Steel Sc2n(05) 41591681 S[mr05) 4/29Ne1 Scw(G6) Edge Disler. 9r3. 1' 2-5/2 1" 2-1/2 3-1/6 1" 2.112 1• 2-1/2' 2' 5-1/13. Z 0.48" 0.54' 0 82r Enleanafl7r) 1J/4' 1-34' 149/4• 13/4' 2 14.W 1.1/4" 1-1/4" 1.1/4" 1-1/4' 1.114" 2' 1-35' 1-30' vales 2 AncNn Q 4.75' 141n C.C. 1 QOdaa or Oust Cep rig 1t27 SOD M 3231E5 456 Dz 690 D5 1E44105 270 8% 2E0 Oa 354 be 740 Nn 874 6n 684 lag 94C to 341 Ws 442 06 560 8a 4 MOOR. el 2.68" 9600 0.1 / 51a dsrd (or G16e1)Ca1 Mg 27 740 Rs 741) its 030155 14051W 1424 ns N/A 5E10 0a NIA 605Ins Nw A00 Me NIA 6E2 0a 80010 1120 es 6 A1800s 61.71- Mgt O.C. / Standard (0 oiseq.00p 019 43 68510a O 76� 59 15s 10461os NIA N/A 705 976 N/A 7991135 NIA . WA WA 40221M 1327 63s 1680 IM 4MaIan®TMn. 0.C..• (7)215 Angie Clips/ 91053 700D0 7 990 I5s 15E3 IM 1806 Ds 40135) 559 Ds NIA 76015s 748109 Sea Its 1802151 69293s 885 Ms 1120 Se 6 Anders 6T MD O.C. ?(Q235 Alga Clips / 99981 11705m 1170 Its 10201os 234004 26484 9. 843936 N/A 114D8Y 11220s 1320Ds 23666 102.2106 '32706 1680 as 3 Antra61.54' MIS. OC. / UCtlp, Into (FI9. 7) NIA WA NIA WA NIA NM WA WA WA NIA WA WA N/A WA 0973 L. .12Y/Wml 6 Archon 6 D.64' Mn D C. I UCllp. m9 Mtn_ (F97 67' NA NIA N/A WA NIA WA WA N/A WA N!A WA N/A WA N/A 21 01 .125" 2 AncI1D 6 268. Mn 0.CJ FC'ip fig 6) 370 1135 370 6a 315 8n 743 Its 712 96 WA 266lin N/A 348104 NIA 440105 WA 3410n 4429n 68010s 3 Mesas 49 1.71" Mtn 0C/ F42008. 102 443 D6 52_°t19 379194 _ W36s NIA NM 35310s N/A 3991W NIA WA NA 5115M 1244191 6401ts NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE S FIGURE 1: • • FIGURE 5: • • • FIGGURE 7: •1 FIGURE 2: FIGURE8: FIGURE9: If FIGURE 3: • • • FIGURE 4: ANGLE CUP (FIGURES 586) MUST BE USED IN PAIRS, ') CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ANCHOR CAPACITY ADJUSTMENT FORMULA (DP ) x /ANCHOR CAP.,,,,-,,,, \ = ANCHOR CAP..,,. M'ULUON CAP-„e,,,.. USE THIS FORMULA TO OBTAIN THE `ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN I I IS LOWER THAN THE MIAUON CAPACITY (FROM THE TABLE) CF THE SELECTED MULUON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING' WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 2' -23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECI=ICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SE; OF 0.55 ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE A7 LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 410 8 812 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. .25C'" 2.000'-"- 4.000" 2' X 4' X .25' MULLION ALL RIGHTS RESERVED tt 0 to N ?m yU 1x CC O 077 2 1 Z z 01 N bbW ct n_ 05 4D 3 PRODUCT REVISED as complying with the Florida Building Code NoA-No. 17-0630.01 expiration Date 05/26/2021 Miam roduct Control 111111110, , ` Op1Y LYN 0 .\ .•`3CENgF'•*e i r No.58705 ;O� .. ST TE (: •.'rCOR10N,•• es. A. LIIIkIN P.E. FL P.E.# 58705 • • ••• • • •• •• • • •• • •• • • • • • •• •• • • • • • • • •• ••• • • • • •• •• • •• • • • • • • • • • • • • • • . • • NORTH S REDUCE CAPACIT • ••• • • • • TABLE • • • • • • • 'ai to Tala •.i • • • e 2x6x.26 Opening VfidO•preetesslysparrirenations, 4'70pankto ghi I nUNdprring ) 001n 7014 •4go'.' f, • 4 • •cln • • • • 100N 120le 14os, 110M �.•;''5061 :i ReoN6./r 70.1TM0. _`�. r: 11r047600. R•cW6 inprsu'o. RManPW 11epniang. Laming L4•0 Reot•'0lr LAM. 11MIOloo. Laing RedenceIr L••di T40111160 1 900 RArmir WA. 7ad9Yn9. bringA rf.. .r/ t IAid10 ' 71ap?"a.. NAM, Rectmbter Lai'p Tfnr •NnF L••M0 AAA Laming Y 1 LIMN leading Ladr6 Lcodo ::t rf It 1 /ill it II II II II IJ i * 4. t li ii ii l i.11 1 1 ii ii ii 11 ii 1 11 ii i ii ;8 q 421n 170.0 620 1760 435 170.0 744 1760 476 170.0 Ng 170.0 600 170.0 002 170.0 510 170.0 1118 170.0 621 170.0 1240 1700 521 1700 141111 170.0 521 170.0 1736 170.0 521 171.0 1143 170.0 521 46111 170.0 706 170.0 524 170.0 650 170.0 584 170.0 062 170.0 030 170.0 1133 170.0 061 170.0 1275 170.0 677 170.0 1417 170.0 600 1700 1700 170.0 603 170.0 1003 170.0 680 170.0 2207 170A 690 50.6261n 170.0 747 170.0 563 170.0 00 1700 631 170.0 1045 170.0 484 170.0 1195 170.0 723 1700 1345 170.0 747 170.0 14114 170.0 793 170A 1703 170.0 756 1700 2002 170.0 755 170.0 2207 170.0 750 541n 170.0 707 170.0 612 1710 955 170.0 891 170.0 1118 170.0 754 170.0 1275 170.0 103 170.0 /434 1700 837 170.0 1514 1700 850 170.0 1913 170.0 801 170.0 2231 170.0 1101 1700 2550 170.0 an 0011n 170.0 065 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 171.0 1417 170.1 ON 170.0 1504 170.0 tee 170A 1771 170.0 1033 1700 2125 1740 1013 1700 2470 170A 1063 1700 2133 170A 1063 611• 170.0 030 1700 740 170.0 1110 170.0 650 170A 1302 170.0 040 170.0 1458 170A 1010 170.0 1673 170.0 1075 170.0 1856 17e.0 1122 170.0 2231 170.0 7100 1700 2603 170.0 1171 1700 2075 1700 1171 Ohl 176.0 974 170.0 710 170.0 1160 170.0 903 170.0 1364 170.0 1002 170.0 1550 170.0 1086 1700 1753 170.0 1155 170.0 1010 1700 1210 170.0 2330 170.0 1278 170.0 2727 170.0 1208 170.0 3117 170.0 12e0 727,, 70.0 1003 170.0 67e 170A 1275 170.0 1009 170.0 146e 170A 1126 7700 1700 170.0 1225 170.0 1913 170.0 1315 1700 2125 1710 1367 1760 2550 170.0 1485 170.E 2075 170.0 1529 170.0 3400 170.0 1530 751n 1 .D 1122 770.0 f137 170.0 1340 170.0 1060 170.0 1570 170.0 1250 170.0 1794 170.0 1322 1700 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2.92 170.0 16M 170.0 3140 170.0 1664 1700 3509 170.0 1705 791n 17 1151 170.0 067 170.0 1301 170.0 1116 170.0 1611 170.0 1250 170.0 1642 170.0 1050 170.0 2072 17110 1474 170.0 2302 170.0 1064 170A 2703 170.0 1700 170.0 1223 170.0 1777 170.0 3003 170.0 1709 r. ' -ACn . '+7aA ]za 1704nu 170.0 1594 170.0 13ze 1roo 1sM 1760 ua 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.02e56 176.0 1me 170.0 sloe 170.02126 1610 3413 170.0 IIn 13s3 x13 170.0 23m • M In 170.0 1417 770.0 1222 170.0 1700 170.0 1434 1700 1903 170.0 1622 1700 2267 170.0 1704 170A 2550 1700 1952 170.0 2833 170.0 2005 1000 3190 170.0 2338 137.1 3790 1550 2470 120.0 3790 150.1 2420 100 In 170.0 1004 170.0 1400 170.0 1413 170.0 1647 1700 2231 170.0 1070 170.0 2550 170.0 2076 1640 2711 170.0 2271 1403 2781 1611 2333 1210 2781 140.4 2261 100.0 2761 125.0 2234 077 2741 110.0 2100 111 In 170.0 1630 170.0 1454 170.0 1968 170.0 1700 170.0 2293 1700 1032 1700 2021 1700 2141 161.9 2532 162.3 2240 1360 2632 1411.4 2214 1131 2032 120.4 2100 WA 2632 115.1 2123 15.4 2.622 103.3 2090 1207,, 170.0 1771 170.0 1556 170.0 2125 170A 10511 154.4 2252 1590 1901 135.1 2752 141.4 1064 120.1 2252 1272 19311 108.1 2252 114.1 7915 001 7252 00.6 1672 772 2252 089 1136 67A 2332 HA 1E26 . to _/44�n r 125.1 , 1561 176.E 1446 1M.3 i5M 10e.1 7429 804 15M H3 14W r.24;...r :i7a2.1584 00.7 1M0 B09 16M 72.3 1373 81.6 ^75M'657 'face-^521^ 13M 36.0 1110 44,7 15M 452 1303 3e-1_ 15M MA 12a7 6 TABLE 13B Anchor C6p Patients •Anehor CaeacittTable:ea FT Wood LOW AacArc we eDeo Uae.n 611'' 1/4 FJcolarocon T Fb 5/1o, llnaea:+ stir EA 'Ur ID"lAuen 1/A<i6 Eke A001151an L1r Else Mao. 1H'88 Eke A97e0e1r t106W Ws.. 036) 9/2Sbd 11.00(00) 612 S7•d sow (es) E40e Cinema (in7 1' Zi/T i T.-2171' 138118' 616 ' 1' 2. . 1. b,? T .... 3-1R' 1.1I4• 2" 2' earOM. 14/0, 7-3*' 0.32Y Wee EnoW.ed P'7 74(4' 1.3/4' Ll4YL .�..3'i'; r - '.,•• Jealous 04.7P MM. 0.C. / SIWW orOlaet CO ins. fan. 300110 300b 450b 60b 1644b 270b b '.: 4:Amnon epLaS.MNE D:C.I stuffed (oiD e� _T 70010 700 b• (9Wb.::*: 6e J 3332b 610 •a 590b 6 Anchor. a 1.71' Mat O.C. a tanfeo (OrlAc,415ip )F70 4€ 1180 b 14001b 1010IA 2095 be WA WA 140 b rc 4A5re4rgen O.C./T4)215 AWN CIpa/F10.53 740 to 700b 340b 1560Os 1896O 010 340b 6AMa3'Min O.C./ 123245 A'y.Cfpe7¢70. 07 15001a 1560b lasses 3120Os 0752b 1120b m 12 Arc1a.131.5- Mh. O.0 / (2) 235 An06d pe / Q ip. 77 18801as 21001M 1440 b 37e0 b' WA A 1320 b 4 Archers 01.347 Ma O.C. / Ut3tp, Into .125' Alm. (Fig. 07 WA WA WA WA _ WA WA 8 Archon 00.M' Ma0.C./ 1.601o.Into .125' Alm. ffW. 07 WA N/A WA WA WA A WA 24011,6.(14.or Mr.. 0.01 FLSp (Fig. 107 300b 390b 450 be r 50ob R1615 '.1 b 280b .4E04124. LU:k80 �0.C! EteNg ffy Ilk_ 590 N.la b. 505 6.:7356aee< WA A 470 be NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE ANDARD CUP t........4 *V . FIGURE 1: FIGURE 2 cIGURE:3i FIGURE 4: FlGURE 6: FIGURE 9:. ' • • • • • • •• • • • FIGURE 5: • • • • • • FIGURE 5: • • • • • • • • • • FIGURE 7: • • • • • • • • • ANGLE CUP (FIGURES 5-7) MUST BE USED IN PAIRS. 364 b 700b WA WA WA WA WA WA 1510s WA 740 b 1480 b 1065la 700 be 1620 the 1500 b WA WA 74010s 533 b. 374 b 7461h WA 74610s 1408b WA WA WA 374 b WA 584b 1272 b IYA 0W foe 1700 b. WA WA WA 636b WA 946b 1002b WA 1002b 37Nb WA WA WA 048 b WA 34170• 032 1363 b 602 b. 1383b 2045 Os WA WA 341 b 442 b 6aib 1770 b 66.51131 1770b 2664la WA WA 442b 060 1120 4 224e an 1120b 2240 3350 Is 1430 b 2N/ be 560 682 Os 885 9a 1120 b SEE ATTACHMENTS FORMULA: (DR.) x (ANCHOR CAP.,_.., // \ . AN CAP..., MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO OUAL)FY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF .1251 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO t BE AT LEAST .125' THICK AND A36. AU. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. *10 & 0'12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 SS. Jl. 21X 8' X,25' MULLION 1 N 7i Nr (.7 CC 0 A 6 1 co yo d o) Z A Y O ce N O k0 PRODUCT REV SED •5 t=1/1np with No Florida NOA-140. 17-0630.01 Expiration Date 05/26/2021 Mom ad• act 0ntro LtCEN@F ''<' -13 * No.58705 *- ATE .•CVO: ORIO►•.. •' G**&: L7Y911111Ultffrt;`P.E. FL P.E.# 58705 • • ••• • • • ••• •• •• •• •• • .• •• . • • • . . . •• • • • • . . ••. •• • •• • • • •. • • . • • ... . •. •• . ••• . .•.• • FAE4Lt 14A - - - - - • • a Mu IIon • • pacittTjte pah7R=) • • 1.26" 12.11" x.125"Alum Tube Mull Opening andtlo(tor•6rtlllty-spanning m/ laro) c.Opening gelght ir3ritasrta5y sparring millions) 201n 601n 701n • 1010 • • • (A In • • 1 • 100 In 120 in 140 In 180 1n Reat3g4tar Lowing TnpTdrg. Inadlrg Raetanal4. LoWIng T1a0Tri30g Loading ReCtee9Jl3 Laa1179 Trap/T1rang. mating Rectangular Loading TnpRten9 Loading Rectangula Leading Trap/Td.r6, Loadrg Roctagular Loading Trapndun9. Lowing Rectangular Uetling Trap7dag. Loadnp Rec1Brg6r Loading TrepTdan8. Lmdrg Rettrialler Loading Tl5T191n9 Looting i$ II .i x1. g ki 1 a 11 is I 11 A I 11 gig i is. d 81 1i_ 4,1'• likfi rgg • • t I.. ear a .iB) I • . i • ii. p .1 • 14 i l E r 1 sg 21 is PI 6_ a 5 11 E'" as 1 Aa f A. 6111 i_ kl .1 i k € 1a E"- 81 41 €$ IA f_ 11 g ii s f$ 1-1 1 ra P 1 3I i.- kB $ M 42 n 144.2 528 167.0 428 120.2 ma 1469 418 103.0 520 1388 414 90.1 526 134.6 411 B01 • 528 • 13e.T` t1 4 721 528 134.1 411 60.1 526 134.1 411 51.5 526 134.1 411 45.1 528 134.1 411 4841 96.8 403 1050 333 80.5 403 94.7 325 WA 403 se.a 320 00.4 403 81.4 317 63.7 403 79.1 315 48.3 403 785 314 43.3 403 78.6 314 34.5 403 78.6 314 332 413 766 314 50.625 In 82.3 262 91.0 30- 811.8 332 79.3 294 548 352 71.9 289 51.5 382. 072 280 45.7 302 64.6 254 41.2 362 836 283 34.3 3W 63.5 283 9.4 362 635 283 25.7 382 63.5 283 541n 87.8 310 74.1 267 66.5 318 442 281 44.5 318 57.7 258 424 318 535 251 37.7 318 60.8 250 33.9 318 495 249 28.3 318 48.1 248 24.2 318 49.1 248 217 318 49.1 248 6011 48.5 258 53.1 219 41.2 258 46.7 214 35.3 268 40.7 210 30.9 268 37.2 207 27.5 268 34.9 204 247 258 33.4 203 20.6 258 32.2 201 17.7 268 322 201 155 258 322 291 427 234 45.6 500 35.0 234 39.1 195 30.5 234 34.7 192 267 234 31.6 189 23.7 234 29.4 186 21.4 234 260 184 17.8 234 2156 183 15.3 234 265 123 13.4 234 315 183 63 in 8691, 372 2/3 39.4 183 31.0 213 33.7 179 20.5 213 29.8 170 29.2 213 27.0 173 20.8 213 25.1 '70 18.6 213 237 168 15.5 213 722 1577 13.3 213 220 155 11.0 213 220 100 15.9 179 18.7 '46 Min 28,8 179 30.1 165 23.9 179 25.8 152 20.4 179 225 149 17.8 179 20.3 747 78 in 24.3 181 25.4 140 20.3 181 219 137 17.4 161 19.0 135 15.2 151 17.0 133 Tel In 223 152 23.5 133 18.8 152 19.9 131 15.1 152 17.5 126 TABLE 148 Anchor Copselgr Table 6be) Anchor Cep Pallems 81D9trah' 2.7k Garrets 395 CRC. MOM GNU WW1 CMU PT W508 Meta ArcnR type 318'EKO NireCm V76kDUtrYm 5116'LK0 Imam 3/16'EkoUtrxon tla'Fknulaettn 1/d 90 Ek0 Aggre/20R 5n6'Elco Ultam 1/4.6S Eno Agae3abr 9105[W Screw(05) e12 Str!N Scree(d6) at12 SLYe Sawa (06) E03e I'3Mance (Inn 1' 2-117 1' 2-1,2' 3.1/6 1' 2-1/1" i' 2-1/2' 2' 3-1/8' 2 0.48' 0.5P 032r ' Emttedasa(sg 1317 1-3/4' 1-04 10142 1114^ 1-1/4' 14/4 - 1-114" 1-1M" 1-1/4 2 13B" 13r8' 19ae9 4 Al2nli ® 7 Min. O.C. / (2) L 54/781e dips amp. ty 760100 7801ee Ea01te WM Its 1806 a6 510 Ise 530DS WA 730100 743 as 6801es 1W2 d 562 au 135 De 1430 nos FIGURE 1: ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: ) X ( ANCHOR CAP.,,,,,.,., = ANCHOR CAP..„ MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. 1T WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SI-ALL BE 608375 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-9 S.S. OR 410 S.S. 2.116' 1.26"X2.11'X.125' MULLION (INTEGRAL FIN MULLION) 125' COPYRIGHT ® 2017 POT INDUSTRIES, INC. ALL RIGHTS RESERVED R CERT, OF AUTt I.# 20206 A E W ry m a� 52 N co r 7n 0, Z Q el..) 10 07 is a0 cn Q 0 `L co le N PRODUCT REVISED as comply rg with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Mlam ad roduct Control • • ••. • • • •.• .. .• . • .• . •. .. . • • • . •• • •• •• • • • •• • . •. •..• •• • • • . •. •. • • . • • ... . •. •. . ••. •.• . . . • • • • .,,-. • • . !Ruiner peaky Into (Sae) . • 3.25" 30 DEG. AL BAY MULL. Oporing • (lalterbtaly-spetriera rr0lions) t Opening ldsight nr IrpA2oM6Nspanirp nUll0r19) 0 5in 60h 701n • h •' lc In ••• • 100h 1201n 140h I.O In ROch fined, Imdln9 Traci 9 Latina. Rxt.subr Lasting Tn7ITAs0D Lagting hectatgda Lnetinp Tragniens Lapdog P..Elnpd.r Losing Tr.parieg Limbs R.d5091la Loading T057943.6 Leedeq Rectangslar L0edn9 Trap'1na70. Loo41n9 Recte6987 Loring 70009905. Loring 106300131 Laming 0937'15 n9 tshim Rchngla Laming 7067711a19 1301160 g g 8 6� a $8 t. 1 5 .-6 sA � g 5E $`- 8E i ab_ 4 - F tl II 8 IV f-- tiA E I 8 i P e- aA • E. •L•• •:• A•e• leg!'$ • A •�(- 6 2. •t' 66 • C_ •�•.. I• Sg A?s 0t 6 8A 8 gi a a a 6 a.-. gf I g 6 v,, $l n 3 6 a- a tip i 1 3 6g a^' 1A s$ it. 1A p`i Y g a Al l Sg ag §$ G J a51n 5 42In 170.0 620 170.0 435 170.0 744 170.0 473 170.D 066 170.0 5031170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 :70.0 021 1700 1488 170.0 521 170.0 1735 170.0 521 140.1 1740 170.0 521 401n 1700 708 170.0 524 170.0 850 170.0 554 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 577 1700 1417 1700 880 1522 1522 170.0 630 130.5 1622 170.0 590 114.2 1522 170.0 660 5136261n 1700 747 170.0 563 170.0 895 170.0 511 1700 1046 170.0 864 170.0 1195 170.0 723 170.0 1345 1700 747 164.2 1443 170.0 756 1369 143 170.0 758 117.3 1143 170.0 758 1028 1443 170.0 756 541n 170.0 707 170.0 512 170.0 058 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 303 160.4 1353 173.0 837 144,3 1353 170.0 856 120.3 1363 /70,0 601 103.1 1363 170.0 801 902 1363 170.0 081 501n 170.0 385 170.0 701 170.0 1063 170.0 797 1670 1213 173.0 878 140.1 1218 170.0 044 129.9 1218 159.E 938 1189 1218 1521 924 37A 1213 146.1 913 63.5 1215 145.1 913 73.1 1218 146.1 913 53 in 1700 93C 170.0 745 170.0 1118 170.0 050 150.2 1150 168.E 333 131.4 1150 153.0 014 1108 1160 141.9 808 106.1 1150 134.2 865 676 1150 126.7 671 75.1 1150 1262 1370 65.7 1160 1262 870 66in 170,0 071 170.0 789 1524 1043 138.8 831 130.33 1048 146.8 884 174.3 104E 133.1 BCC 101.6 1048 123.4 839 51.4 104E 178.E 830 762 1048 100.4 921 85.3 1048 108.2 878 57.1 1048 106.2 818 721n 140.8 660 1479 764 117.4 800 126.0 740 100.6 860 110.6 734 50.0 880 100.6 722 732 880 92.0 712 70,4 830 682 703 56.7 8e0 782 ae3 50,3 sea- 75.5 680 44.0 830 76.4 566 '1 119.7 791 125.1 890 93.3 700 10 ,4 070 05.5 790 93.3 583 74.6 790 83.9 852 03.5 790 730 843 09.9 790 71.7 635 499 790 65.1 034 42.5 790 62.1 519 374 700 81.5 017 73 h 110.E 750 115.5 857 92.3 750 00.1 644 70.1 750 85.9 032 58.2 750 77.1 621 01.5 760 709 612 65.1 760 85.7 605 442 760 53.4 544 39.8 750 582 548 34.5 750 65.5 Sae 901n 721 563 74.4 500 60.1 539 629 491 51.5 583 54.5 483 45.1 583 459 475 40.1 503 44.4 450 36.1 533 409 462 300' 693 38.2 452. 25.8 063 33.3 445 223 553 31.5 442 9511 59.4 495 81.1 443 49.5 405 51.6 436 424 45 44.8 427 37.1 495 39.9 421 33.3 495 38.1 415 29.7 495 332 409 24.E 495 29.1 !CO 212 495 25.6 394 18.E 195 26.0 330 101 In 11.7 '391 42.6 353 34,E 381 30,9 34a 29.E 301 31.1 342 26.1 391 27.6 337 21.2 391 24.9 333 20.9 391 228 328 17.4 391 19.7 321 14.9 301 17.8 315 111 In 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 26.6 325 24.0 37C 25,3 320 21.4 370 22.5 315 192 370 20.9 312 160 370 16.1 305 1205) 30.4 317 30.9 209 25.3 317 213.0 264 21.7 317 22.5 200 /0.3 317 19.9 276 13.1 317 17.9 273 144 In 178 220 17.0 003 I71DLL Ioo Anchor Capacity Taiga (1bs) Anchor Clip Patterns 5u5statc 2.70 Commie 33t Co56 Hobs/ QAU Filed CM3 PT Wood MOOS Anchor Type: 915' Ebo Ulbason McEh< Ul6econ 3/18' Eno U10ac0n 3/16" Elea 065060n 1/4' Ebo Otranto 1/6 38 Eno Aage0at6r 916" Boo u0r®on 3/665 Eno Appreciator MO Stan 50nw (OS) 312 Stela912 Screw (051 Steel Bcrew 935) Edge Ol4trse Iln)' 1' 2-12' '" 2-712' 3-718' 1' 2.12" 1 242 2 3-1'6 2" O.Ia' 0.5/" 0.326 Embedment 06 1S4' 1-3/4" 1-3/4" 15/4' 2 1-1/4' 1.1/4' 1-1/4' 1-1/4' 1-1/4' 1-194' 2' 1-3/6 1.3/6" 78nes 2 Anchors 50 S Mn. O.C.: (212r5 Male Ceps I (Fa tr. 390 bs 39064 450 Ib6 mC Its 1700 be 270 bs 280 lb 354 1154 740 IN 3741133 7201133 948 a 341 194 442193 360 63 1 Archon 50 3.5' Ann O.C. / O) 235 Mob Ck9a / (Fig. 2Y. 780 Is 780 Its 780lea 1670103 2525 be 54019s 500 IW N/A 11201b4 748let 860 me 1502 is 8321b. 8651b. 1120 63 6 Maas Q 271' Mn, O.C. / (2) 2t5 Angle C/P9 / (Fyn. 3): 1120 nu 11201b 056 b. 22461b4 22541ba N/A 840 be NM 10591ts N/A 132E Lea N/A 10221be 1327 bs 1580 0. FIGURE 1: • FIGURE 2: • • • • FIGURE 3 • • I I • • • ANGLE CLIP (FIGURES 1-3) MUST BE USE) IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE 1 IOLE LOCATIONS. L) 50351-RATES: CONCRETE SHALL CONFORM TO ACI 331 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF .125" THICK. STEEL STUDS 70 BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND Al LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA (DR.) x(ANCHOR CAP.,,,„„.„) _ANCHOR CAP.,.. `MULLION CAP.' USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS 1 OWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACI IY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCT REVISED as complying with th• Florida Building Cod. NOA-Ho. 17-0630.01 Expiration Date 05126/2021 By Miaml-0 Product Control . \t i7111 1/(7//. ,. op1Y LYNn,t'', �' \,\CENgF'� * t N0. 58705 1' o- NAL 1EN\,\\• • A LYNrJ Ii4SLLER, P.E. FL P.E.# 58705 • • ••• • • • ••• •• •• • • •• • •• •• • •• • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • • • • • •• •• • • • • • • • • • • • IA0Lt70A •__It • • • • • MNlion • a ..cpT&M9 ) • • 32r 46 DEG. AL BAYMULL le Opining - 1 (10fiye1',Iply.sparat -" rntlicitsltOpening �• ght for IEri2ontaly-spornirg millions) 50 in 60 M 70In • 4101n • • 401n • • • • 100 ti 120 in 140 in 1601n Reolanguir L0ad11p 7r337111ang. Laming Redeye. Loedeg Trp7rmnp. Leading Reda1089r Laming Trep7Td®m. Luadm Reclanglr Loading Tnpadeng Leming Rac4n9dr Leading 11.3(61rµ 1mdn0 Ibdarpder LBadn9 Tr•Yfd.ng 1nadng Rectenpdr Inning Trp!idui0. Lowing Reatengunr Loading TrepTAang. Lotting R9dnpler loading Trap/ 0ian9. Loading tt v N $A. b' 1. b 's _ li € F $rE fla v _ a0. 4 a I S0 e 8 e 2: a g Q it y dam` £ _ II t it�•�' £. I T lE may. OA• • : - �A•t vim• a • • ;• Flo �. 6 y •III E ig fin a �g gg f� _ II �g a�$ t• ria da 1st se a $I e ; �c cS ge.d`a L• li 3 IA ad .. II e c, 5 s £ le b Iq £ $e h & 11 e a 421n 170.0 320 170.0 435 170.0 744 170.0 475 1700 568 470.0 506 170.0 902 170.0 519 • 170.3 1116 T%O.7'521' 1'70.0 1240 MO 521 170.0 1488 170.0 521 170.0 1735 170.0 521 100.3 1871 1700 521 48 in 170.0 700 170.0 524 170.0 850 1700 684 170.0 942 170.0 630 170.0 1113 170.0 861 1711.0 l 1275 170.0 077 170.0 1417 170.0 680 183.7 1637 170.0 680 140.3 1637 170.0 680 122.8 1037 170.0 OW 80.525in 170.0 747 170.0 503 170.0 1368 170.0 031 170.0 1048 170.0 694 170.0 1106 170.0 723 170.0 1345 170.0 747 170.0 1494 1700 756 147.1 1562 170.0 758 126.1 1552 170.0 758 110.4 1552 170.0 708 541n 170.0 797 170.0 612 170.3 956 170.0 091 170D 1118 170.0 754 170.0 1275 170.0 805 ' 170.0 1434 170.0 837 1652 1456 170.0 856 120.3 1456 .170.0 881 110.9 1455 170.0 881 07.0 1455 170.0 881 Win 170.0 886 170.0 701 170.0 1063 170.0 797 1700 1240 170.0 675 157.1 1309 170.0 044 139./ 1309 170.0 990 125.7 1309 103.E 894 104.8 1309 157.1 802 09.8 1300 157.1 982 76.6 1309 167.1 902 6310 170,0 930 170.0 745 170.0 1110 170.0 850 1820 1247 170.0 940 1425 1247 164.5 083 120.7 1247 1520 985 114.0 1247 144.3 952 95.0 1247 130.2 936 51.4 1247 135.7 935 71.3 1247 135.7 935 56 b1 170,0 974 170.0 789 170.0 1109 170.0 903 148.4 1190 109.7 905 120.9 1100 147.9 045 115.4 1190 136.5 926 103.9 1190 126.4 014 88.8 1100 179.5 806 742 1100 116.1 893 54.9 1180 116,1 593 72)n 1816 1010 169.8 877 134.7 1010 144.6 059 115.4 1010 1272 542 1010 1010 114.7 828 60.6 1010 105.E 817 60.8 1010 88.0 607 eta 1010 90.8 795 57.7 1010 67.8 700 50.5 1010 57.7 789 781n 137.4 906 143.6 792 1145 908 120.0 775 08 1 806 107.1 761 85.9 006 982 749 78.3 900 48.2 738 63.7 900 62.3 729 57.3 908 74.7 710 43.1 906 71.2 710 42.0 906 70.5 705 781n 1271 0e1 132.5 754 1050 891 112.E 738 00.1 667 08.6 725 78.4 641 165 713 70.8 861 81.0 703 83,8 881 754 084 53.0 061 081 661 43.4 601 04.5 075 39.7 1381 53.7 972 901n 627 646 85.4 574 60.9 646 72.1 384 54.1 840 02.9 554 61.7 648 58.1 646 48.0 846 50.9 537 41.4 648 470 330 34.5 646 41.5 519 29.5 648 382 511 25.9 646 36.5 507 95 in 682 568 70.1 508 50.8 588 59.1 490 45.7 305 51.4 491 426 548 45.0 483 37.9 5138 41,4 478 34.1 068 38,1 470 25.4 543 314 455 24.3 688 105 452 21.3 588 28.7 447 106 In 47.9 440 48 0 405 39.0 449 41 2 399 34.2 449 35.7 303 20.9 449 31.7 387 25.0 448 26.0 382 23.9 449 20.1 377 20,0 440 227 388 17.1 440 204 381 15.0 449 18.0 358 11111 441 425 45,0 385 36.8 425 37.0 379 31.6 425 328 373 27.8 425 29.1 157 24.5 425 282 382 22.1 425 24.0 358 18,4 425 20.7 350 15.5 425 180 343 12011 34.9 361 35.5 331 29.1 304 29.0 320 24.9 304 25.0 321 21.8 384 225 317 10.4 384 20.5 313 17.5 364 187 300 144 In 20.2 253 204 233 16.8 253 17.1 230 _ y I A73Lt 100 Anchor Capacity Table (lbs) Anchor Clip Patterns 530617010: 2.71Oalcrote 3.51 (2nm. Hollow(2AU NNd CMU 97Woud Meal Anchor Type 3176' Ebc UlWcon 1/d' Eko Ultronen Stir -3.V4' Lawson3116' Eka UOncon 7/4' Eko Ubee- SS Eks A366063, 5n6• E1co U6acon 1/4. 6S Elm110 A99reGebr Steel 8aow (051 812 Steel Sorrow (GS) 812 Steel Sue, (G5) Edge Drawn Onkp 1' 2-1.7 1' 2-1/7 3-16" 7' 2-1/2" 1' 2.1/? 2' 11/9" 7 046' 054' 0.324' Cm6eunei0(Inn1 1914' 1-54 1-3/4' 1314" 7 1.1/4' 1.1/4' 1-1/4' 1.1/" 117/4' 1-1/4- T 1-3/8' 1-3/0- wiea 2 Amnon 9 5" Men 0.0 / 12) 3.5 Angle dba / (Fe. 1A 39013 390 be 45011s 890134 1700 be 270 be 280 be 354 Os 740 nx 374:to 720Iba 0461be 341 be 4421b. 5601to 4 Anders Q 33' Mh U.0 / (2) 2.5 Arch aps / (Fin. 21 780 bs 710 be 7901bs 167016c 2525 ba 540 bt 560 0. WA 1123 ba 748 Ito BM be 1892 0s 682 b. 885 be 1120 me 4 Amhara ®271' IAA 0.0. / (2) 2, 5 Amin dips / (Fe 33 /1201be 11201bs 950 be 2246 Ibe 2264 bs N/A 540 be WA 1039 be WA 1320 b. N/A 10221be 1327 lb. 1600 Ibs FIGURE 1: • FIGURE 2: • • FIGURE 3. • • • • • ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SFE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, Stt SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOU I HERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT 'LEAST 3 SCREW THREADS BEYOND THE MATERIAL Y10 & $12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP"„") X (ANCHOR CAP.,,o,,,,,l - ANCHOR CAP. e.. MULLION CAP.,,,0„„/ USE THIS FORMUI A TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANC210R CAPACITY WHICH MAY BE USED TO QUALIFY AODTTIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. COPYRIGHT 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED A U CO 0 J -J } 03 Ll1UJ 22 sr U N O 10 8 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By / Miami -Da redact Control 1.0 1 N " ,/1,// ENSE '-�<Cs'� No. 58705 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • • • • • • •• • • • • • -j 1.000' - 2000' 125" .126" 1" X 2' X 125" MULLION 6363-T6 ALUM. X-SECTION .375' MIN. 2.000" 1.000" r--- • X 2 X .375" MULLION 6063-T6 ALUM. X-SECTION }y (-.12S STANDARD CLIP 8063-TO ALUM. X-SECTION I .125" 5.500" 3.125` "1 CI IT HERETO CREATE F-CLIP, SEE _ DETAIL F, SHEET4 L- STANDARD CLIP 0063T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW L WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16". .375", MIN. .125" 740" 5.500" OFFSET CUP 8063-T6 ALUM. TOPVIEW .375" MIN. .375' MIN. • 000"•r• /�j 2.750' .125" •• •• i .650" • • 'iv, j i _I 1" X 2.75" X.376" MULLION 6083-T8 ALUM. *SECTION 2.125" 0-CLIP 8083-Te ALUM. X-SECTION .125"� II --i -740" F-- • • • • • • • •• • U- LIP 6063-T6 ALUM. TOPVIEV/ CENTER OFSI ANCHOR HOLE USI LIE WITHIN THE DASHED BOUNDARY, SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. • 1' X 2.75" X .660" MULLION 6063-T6 ALUM. X-SECTION 3.125" 1-1.000"-1 j-•-.125" // .500" 1" X 3.125" X .5" MULLION 8083-18 ALUM. X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION 5.000" .376" MIN.- A %CENTER OF ANC/ I 0 R HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/1f . I-1.250"-H 3.188' L 1.25 X 3.188" X .265" MULLION 6063-T8 ALUM. X-SECTION 2X5 ANGLE CLIP 8063-T8 ALUM, TCPVIEW - ---_ _ Mull Dimension (sheetl) PGT Part* Mullion Std. Clip Offset Clip U-Cllp Angle Clip 1" X 2" X.125" (5) 66605 666113M 6661118M 666243M 666511M 1" X2' X.375' (6) 666006 666114M 6661119M 6613244M 668512M 1" X2.75" X.375" (7) 66607 666115M 6661120M 066245M 666513M 1" X2.75" X.650" (8) 68608 686116M 6661121M 666246M 666514M 1" X 3.125" X .500" (9) 66637M 8661116M 6661114M 666242M 666515M 1.25" X3.186' X.266" (12) 66641M 8881117M 6861113M 866241M 666516M 1.26" X 2.11" X .125" (18) 60370 WA N/A WA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS & ANCHOR 0.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A F-1.266'--i 1.26' X 2.11" X .125 MU W ON 6063.76 ALUM. *SECTION Dimension Value (In) For Mullion: A 1.625 B 2 654 1 X 2- X .125" Aluminum C 0.895 Tube Mullion D 0.740 A 1.125 B 2.404 1 XYX.375' Aluminum C 0.635 Tube Mullion D 0.490 A 1.875 B 3.000 1 X 2.76"" X .375 Aluminum C 0.757 Tube Mullion n 1.118 A 1.312 1- X2.75"X B 3.000 .850' C 0.476 Aluminum D 0.836 Tube Mullion A 2.000 B 2837 1' X 3.125" X Alum C 0.863 .500' Tube Mull D 1.137 A ' 2.625 B 3.262 1.25" X 3.188' X.285" Alim C 0.862 Tube Mull D 1.782 1.26"X2.11'X A 1.813 .121' Alum Tube Mull COPYRIGHT 0 2017 PGT INDUSTRIES, INC. AU. RIGHTS RESERVED 0 N yN tU O M m z A z PRODUCT REVISED es complying with tho Florida Building Cole NOA-No. 117-0630.01 Expiration Date 05/26/2021 Y i MIamFD Product Control ItlII url LYNN No.58705 •'•F.ORIDP. ,00 A(L 13)0.E. • • ••• • . • ••• •• •• . • •• • .• •• • •• • • . •. •• •• • . • •• • • • • .•• •• • • • •• • • . • • • • • .•• • • . • • • • -1 1.007 r 4.000" 4.000" 125' 1�'X 15" MULLION 6083-T6 ALUM. X-SECTION 3.250" .594' 820' 1 250' .126' 125 X3.25' X.105 MULLION 6005-T6 ALUM. X-SECTION 100" .100" --1 1.000" �-- 1"X 4" X .375 MULLION 6063-T8 ALUM. X-SECTION 126' X 3.26" X .624" MULUON 8005-T5 ALUM. X-SECTION 3.250"45' BAY MULLION 30' BAY MULLION i 5063-76 ALUM. 6083-T6 ALUM. 4 �/ XSECTION X-SECTION 1.062'1 • • • • �] • • • .385" • • • • • • • • • • • • • • 1" X4' X 375" 5-MULLION 8063-16 ALUM. X-SECTION 1.257 3.94' --1 .820' h- 125" X 194' X .624" MULLION 6005-T5 ALUM. X-SECTION .100' • • •• 740' • • •••• • • •• •• • • 0 1 0 • • 2.007 1.125 STANDARD CLIP608 • • • • • • • 8083-TG ALUM. % X-el i •• .12 r.125 • • • • • • •• • • • • • • • • •• .375' MIN. 2.875' 5.500' • 3.125" CUT HERE TO _ CREATE F-CLIP, SEE DETAIL F, SHEET 4 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16'. NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15, 19 8 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, STANDARD CLIP 6063.76 ALUM. TOPVIEW OFFSET CLIP 608348 ALUM. TOPVSIW .125" -.375" 2.125' U-CUP 8083-T6 ALUM. X SECTION 2X6 ANGLE CLIP 608:1-T6 ALUM. XSECTION CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE ANCHOR O.G. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER - 1/16'. CENTER Or ANCHOR h:'OLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-17 FOR THE ANCI-OR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER a 1118'. U-CLIP 6063-T8 ALUM. TOPVIEW TABLE C 5.000" Dimension Value (In) For Mullion: F 3.687 1" X4" X G 1.000 .125" H 2.680 A)Lminum I 3.000 Tube Mullion F 3.187 1"X4'X G 0.757 .375" H 2.430 Aluminum I 3.000 Tube &'T' F 2.250 1.25• X 3.25" G 0.750 X.100' H 1.500 Aluminum I 3.250 Tube Mulon TABLE C, CONT. Dimension Value (In) For Mullion: F 1.936 1.25" X 3,25 G 0.500 X .824" H 1.438 ABaninum I 3.250 Tube Mullion F 2.825 1.26' X 3.94' G 1.125 X.824' H 1.500 Aluminum I 3.250 Tubs Mullion F 2.813 37 Bay Mul F 2.875 45' Bay Mul .375 MIN. .375" MIN. 2X5 ANGLE CLIP 608346 ALUM. TOPVIEW Mull Dimension (sheet#) POT Parte Mullion Std. Clip Offset Clip U-Clip Angle Clip 1" X4' X.125 (10) 69364 866111M 6661122M 86824114 6365111M 5 X4' X.375 (11) 68610 868112M 5861123M 16624214 88851914 1' X4' X.375 T (11) 66853 886112M 8361123M 068212M 68651814 1.25 X3,25' X.105 (13) 2016040112 866112714 5881124M 6662410M 6885115M 1.25 X325' 31.524" (14) 20181/20316 0601128M 8681125M 66624111A 66611814 1.25 X3.94' X.824' (15) 20162 6661117M 6381126M 88824114 08851714 30 Degree (19) 88549 WA WA WA 6686110M 45 Dews (20) 66860 WA WA WA 6665111M COPYRIGHT 0 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED O1h ^Y LO enN U -3 GO S c`5 2 co g0 `.L (n 0 .O 03 10 A Y 0 r0 PRODUCT REV SED as complying with the Florida Building Code NOA-No. 77-0630.07 Expiration Date 05/26/2021 By Miami seep duet Control `It tt ll IllsN' N � 'V10ENgF'•, l�F i * • No. 58705 .-{7 '4967- i�s.L f!.OR1DP..••G\��• '''/;S,ONAL A. LYNN MILLER, P.E FL P,E.# 58705 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • •• •• • • • •• • • . • • ••• •• • •• • • •• •• • • •• • • • • • • • • • • • • • • Mull Dimension (sheet*" PGT Part# Mullion Std. Clip U.C11p Angle Clip r X4' X.25• (16) 66602 666261M 668271M 6665112M r X6" X.25"(17) 66604 666262M 666272M 61365113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .250" 2 X 4" X .25' MULLION 60637E ALUM. *SECTION rfaTTILTTTTTTT.TT.TTTTAhTTT.T.ThTT:TT.LM:TT.T� k 1 0 250' .260' 6.000" 375' MIN. • •••• • • • • •• •• • •• ••• • • 4• • • • • • • •• •• • • '1 r—.1256 • • • • • • .•1. • • •• • ;. • • • • ••• • ri i STANDARD CUP 606346 AWM. 2.000" X-6ECTN7N • • i • •• ••• •• r I • 0 • • • 6�, • • • • • • • '•T5. • • �- STANDARD CUP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DAMETER: ANCHOR DIAMETER ♦ 1M6'. F- 2" X 6' X 93 MULLION 6053-T0 ALUM. *SECTION 3.500" 6.500' FT,u ffaf-...� }CUTHERETO.:Y {DREATAF.M.IPA SEEDETAL SHEET4 .376" r 1 MIN. 4.688' 5,43r STANDARD CUP 606376 ALUM. TOP VIEW 2.12T U-CLIP 5063-T6 ALUM. X-SECTION .125" F.375' 3.435" U-CUP, 60637E ALUM. SED FOR 2-X 4" MULLION, SHEET 16 TOPVIEW CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/1r. .375' 5.43r U•CUP 6063-T6 ALUM. USED FOR r X 6" MULLON, SHEET 17 TOPVIEW ---{ I---.125" 1- 2.000' 2X5 ANGLE CLIP 50537E ALUM. *SECTION .125" 3.438" 5.000' . `{ .375 MIN. .375 MIN. 2X5 ANGLE CUP CENTER OF ANCHOR HOLE MUST LIE 60637E ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1/16'. 2X5 ANGLE CUP 8063-T6 ALUM. TOPVIEW MIN. COPYRIGHT 0 2017 PGT INDUSTRIES, INC. 1D OV 6 N U 0 0 m 1 5- a O) CV jj CO C) j0 Z 21 O . V) `y1 r 22 PRODUCT REV SED •Ming plying with the Merida BuNOA-tap. 17.0630.01 Expiration Da, 5/26/2021 By Miam roduet Control _,1111111!/,, &' • • 10EN *: No.58705 . - 37s = ' *_ MIN. -'1] '. • '7 �,O ST O I r. 160 . -, •'•!�[ORID�,.•'' \�s: A. OW IJIII I!IR, P.E. FL P.E.# 58705 • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • •• • • • • • • • • ••• • •• • • • • • • • • • • EXAMPLE 1: SINGLE VERTICAL MULLION NOANCHOH6 N HEAD T2' MULLION LENGTH SEE FENESTRATION PROOUCTB APPROVAL, t Tf SEE DETAILS, SHEETS Z3 SEE DETAILS. SHEETS f 23 1 J NO ANCHORS IN WINDOW SILL 32. I Sr --I V-M1LL WIDTH OPENING WIDTH L THE BUILDING`UBS Ti IS KNOWIWTO BF•WOOD ON ALLFOUR SIDES, THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0/-60.0 PSF. 1) INI#yALLL1 A�UMING THA•41- YVHE MU WON 4 WJITA�E,y1E MULLION LENGTH IS 72° AND THE OPENING WIDTH IS 32"+32+1" =65•. REFERENCING SHEET 25. THE COLUMN USING RECT�I.IG LARVA MUS� BE U•EDECAJ THEI.9UL1I0 TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4" AND WILL MEET OR EXCEED THE REQUIRED DESI P E5�}I F +80,0/10.0 P .•PFTHE TABLSDOESINO•SHOW ThE EXACT SIZE, USE THE NEXT LARGER SIZE MAKABLE • • • • • FROM TABLE 3A SHEET 7, THE'RX 2.75'1 .375" Mt31%N (LE•IGTH =72" OPENING'MDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+4-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 6, THE 1" X 2.75" X .650• MULLION (LENGTH - 72°, OPENING' WIDTH = 70") HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AI•E ,45 REUSED W THISoPLIC/871Qtk NO Ii 1E ANCHOR CAPACITY REQUIRED OF 636 LBS. • • • • • • • • • 2) USE TABLE 42 T•D SiIID TOE ANCHOR TMPE•IWCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS:/TT2(4):12 R1CI• •JRU•I.IVE• /C•APACITY 0F•B85 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL. •• • • • 3) VERIFY TINE DEAGNI,RESJIRE CIF 114E FLTR9/0RMIUN PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS 70 MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72-7 PSF WITH AN ANCHOR CAPACITY OF 636 LB5. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF)X / 636 LBS 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48) 72.7 PSF/ EXAMPLE 2: MULTIPLE MULLIONS VERTIUAI- MULLION LENGTH OHEIGHT HT HEIGHT FOR HORI2. MULLION SEE DETAILS, MULL WIDTH-11-- SHEETS 23 36", NORIA. 36'. HORI2. MI ILL. LENGTH MULL LENGTH - -OPENING WIDTH FOR VERTICAL MULL ThE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8'. THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32`+72•+1,106" AND THE OPENING WIDTH IS 36"+36"+1"=73", REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION 711AT IS A- I FAST THE WINDOW FRAME DEPTH OF 2-518' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1° X 2,75" X .375' MULLION (LENGTH = 108', OPENING WIDTH = 80) MEETS THE DEPTH REQUIREC, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A., SHEET 16, THE 2" X 4' X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESGN PRESSURE OF +/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CA ACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED LNIT, THE ADJUSTED OPENING WIDTH 15 36'+36"+2°=74", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REUUCEU TO MAINTAIN THE 73" DIMENSION (35-1/2"+35-1Y2'+2"=73"). 2) USE TABLE 12E1 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY ANU CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS CXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16" IILTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12" GOES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS; BECAUSE THE VERTICAL MULL WILL BE A 2^ X 4" X .260" MULLION, IN THIS EXAMPLE WE WILL. MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+/2"-2' =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 1E, THE 2" X 4" X .250' MULLION (EIL LENGTH = 42', OPENING HEIGHT = 120") HAS A DESIGN PRESSURE 0F+0710 PSF WHICH EXCEEDS THE REQUIREMENTS FOR T-IE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 1213 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE. ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIP WERE 70 BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 U15. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS. OUR MULUCN DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 3E" HORIZONTAL MULLION ATTACHING TO CMU, +/-170A PSF FROM THE 35° HORIZONTAL MULLION ATTACHING TOME VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/-64,7 PSF AND WOULD APPLY TO AL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENES IIiATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN .ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, CO 0_ W LO N -'5 N U CC O 10 z Of N co 0 n OI O co 1/) O En Tcc PRODUCT REVISED as complying with the FlorMa Building Code NOA-No. 17.0630.01 Expiration Date 05/26/2021 By Miami --do Product Control TII11111 T1/I/ a�NY LYlyN�i * : N0. 58705 AO� STATE F ' : '(vim NAL A. L/YWN111AILLER P.E. FL P.E.# 58705 • • • • • •. • • • • • • . • • • • • • • . • • •.. • • • • • •.• • • • EXAMPLES OF RECTANGULAR LOADING: •• • • • • • • • • ' • • • • • • • • • • # • 41 T SH/DH / // SN/CH — .4/ L " I'' / // I / // LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED — i — SHH H %//,/;/ % /' // ' SH/OH — LJ // I,t z�z/ LJ • LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED I l — PW/ i j/VHINGED DOOR 00— j LOADING OF VERTICAL MLL'JON WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADI •IG OF VERTICAL MULLION PANEL OF HINGED DOUR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS • • • • •• • • • • • • • . ••• EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING • PW //i i • a SGO Ki /I I 1 LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS I I`I / a SGD /I I , LOADING OF VERTICAL MULLION I I 1 PA, rj / •// oo I, i' / c HINGED DOOR LOADING OF HORIZONTAL MULLION /.////////, 7 R LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. 0 U W 0 W Ur Z 0 IJ 2 N N i12j N U K 0 CO 8 Z O) 0) go S Z Y co (o(� m Q PRODUCT REVISED as compI I7 with the Florida Building Lod• NOA-No. 17-0630.01 Expiration Date 05/26/2021 By ---- Mlarri D Product Control `\‘",I.uu�r ``c s F 's * . No.58705 1:::: :::. i (O •'•F4ORIDT.•' �': "., /ONAL NG: A /L^RJPIIMIh6ET8, P.E. FL P.E.# 58705 5/9/2018 Miami Dade NOA 16-0218.03 Mull Length Unit 1 Dimention Unit 2 Dimention Combined Unit Dimension • • ••• • :•••• • •• • • •• .•• • '•• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • . • . 144.000 35.000 40.000 75.000 Reduced DP Required? 50.2 • • •.� • • • •• • 41 Reduced Anchor Capacity Required (Ibs) 1004 4 5 6 7 8 9 # # # # # 4 Mullions MD 16-0218.03 Rectangular Loading • 50.2 1004 • . • • • • • '� • • •.'. • • • • • . • • • •. MDIliorr �• • • • • Design Pressure (Ibs/ft2) Anchor Capacity Required (Ibs) • •• •• 0 0 3• • • 1 at 2 • .125 Vent Tube Mullion 0 0 • 3• • •1 x 2K Aida. Tube Mullion .375 3 • • .1 x4;02.44.375,41ern. Tube Mullion 0 0 3 1 x 2.75 x .650 Alum. Tube Mullion 0 0 3 1" x 3.125" x .500" Alum Tube Mull 0 0 3 1 x 4 x .125 Alum. Tube Mullion 0 0 3 1 x 4 x .375 Alum. Tube Mullion & "T" Mullion 16.5 330 a 1.25" x 3.188" x .265" Alum Tube Mull 0 0 3 1.25" x 3.25" x .100" Alum Tube Mull 0 0 1.25" x 3.25" x .624" Alum Tube Mull 0 0 1.25" x 3.94" x .624" Alum Tube Mull 21.7 433 3 2 x 4 x .25 Alum. Tube Mullion Y7,3 546 f 2 x 6 x .25 Alum. Tube Mullion 78.2 1564 3 1.26" x 2.11" x .125" Alum Tube Mull 0 0 3 3.25" 30 DEG. AL BAY MULL 0 0 3 3.25" 45 DEG. AL BAY MULL 0 0 13 CUSTOM WINDOWS + DOORS Mullion Calculator 2 x 6 x .25 Alum. Tube Mullion Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 1/4" SS Elco AggreGator 5/16" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel#12 Screw (G5) Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-112" 1" 2.1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment(in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2" 1-3/8" 1-3/8" (see note 4) 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1&2): — ---- --- 1644 Ibs --- 4 Anchors @ 4.68" Min. O.C. / Standard (or Offset) Clip (Fig. 3): — 1 1780 Ibs 3232 lbs ---- — 1480 lbs 1272 Ibs 1892 lbs ---- 1120 Ibs 8 Anchors @ 1.71" Min. O.C. / Standard (or Offset) Clip (Fig. 4): 1180 lbs 1400 Ibs 1010 Ibs 2595 lbs N/A N/A N/A 1065 Ibs N/A N/A N/A 1363 lbs 1770 Ibs 2240 lbs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): — 1 1560 Ibs 1896 Ibs --- N/A 1892 Ibs ---- 1120 Ibs 8 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 6): 1560 lbs 1560 Ibs 1360 Ibs 3120 Ibs 3792 lbs 1080 lbs 1120 lbs N/A 1520 Ibs 1496 lbs 1760 Ibs 3784 lbs 1363 Ibs 1770 Ibs 2240 Ibs 12 Anchors @ 1.5" Min. O.C. 1(2) 2x5 Angle Clips / (Fig. 7): 1660 lbs 2100 Ibs 1440 Ibs 3780 lbs N/A N/A 1320 Ibs N/A 1500 Ibs N/A N/A N/A 2045 Ibs 2654 lbs 3360 lbs 4 Anchors @ 1.34" Min. O.C. / U-CIlp,into .125" Alum. (Fig. 8): N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1430 Ibs 8 Anchors @ 0.64" Min. O.C. / U-Clip, into .125" Alum. (Fig. 9): N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2861 lbs 2 Anchors @ 4.68" Min. O.C./ F-Clip (Fig. 10): -- ---- 1616 lbs --- — -- — 4 Anchors @ 1.71" Min. O.C./ F-Clip (Fig. 11): -- ---- 1298 lbs N/A N/A --- N/A -- N/A N/A N/A ---- 1120 lbs Indicates Clip Option does not Meet the Anchor Capacity Required or Reduced Anchor Capacity Required. If this anchorage method is required you must either Reduce the design pressure required or select another mull option with a lower DP. http://www. pgti nd u stries. com/sites/default/files/m u Ilioncalcu lator/calculator. htm 1/1 5/9/2018 • • ••- i•. i• •• '•*oil•. • • f• • • •• • • oil,' ' • • • • • *o• f,•• ••• • • • ••• • • • Miami Dade NOA • • •• 16-0218.03 Mull Length Unit 1 Dimention Unit 2 Dimention Combined Unit Dimension 75.500 63.000 85.750 148.750 Reduced DP Required? 50.2 • • • • - •• ••: • • • •• • 3 4 5 8 Reduced Anchor Capacity Required (Ibs) 1060 7 8 9 # # # # Mullions MD 16-0218.03 Rectangular Loading ' I 50.2 1060 ' ' • • • • ' ' • • • • • •: • •• • • • M�(Ilioll5 • • • • olio • •' Design• Pressure (Ibs/ffz) Anchor Capacity Required (Ibs) • •• •• 0 0 -3• • • 1 •( 24( .1'25 QIQrf. Tube Mullion 9.6 202 • • . •1 x 2.1(7375 AMT. Tube Mullion 3 • • .1 x 22. 54(•3755 pm. Tube Mullion 21.7 458 3 1 x 2.75 x .650 Alum. Tube Mullion 27 571 8 1" x 3.125" x .500" Alum Tube Mull 34.1 721 3 1 x 4 x .125 Alum. Tube Mullion 36.1 762 3 1 x 4 x .375 Alum. Tube Mullion & "T" Mullion 56.1 1184 3 1.25" x 3.188" x .265" Alum Tube Mull 34.2 722 3 1.25" x 3.25" x .100" Alum Tube Mull 22 465 1.25" x 3.25" x .624" Alum Tube Mull 44.6 941 3 1.25" x 3.94" x .624" Alum Tube Mull 73.7 1556 3 2 x 4 x .25 Alum. Tube Mullion 92.9 1960 2 x 6 x .25 Alum. Tube Mullion 170 3589 3 1.26" x 2.11" x .125" Alum Tube Mull 0 0 3.25" 30 DEG. AL BAY MULL 37.4 790 3 3.25" 45 DEG. AL BAY MULL 42.9 906 13 CUSTOM WINDOWS + DOORS Mullion Calculator 2 x 6 x .25 Alum. Tube Mullion Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 1/4" SS Elco AggreGator 5/16" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel#12 Screw (G5) Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 2" 3.1/8" 2" 0.48" 0.54" 0.324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2" 1-3/8" 1-3/8" (see note 4) 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1&2): ----- --- 1644 Ibs --- ---- ---- - 4 Anchors @ 4.68" Min. O.C. / Standard (or Offset) Clip (Fig. 3): -- 1780 Ibs 3232 Ibs ---- ---- 1480 Ibs 1272 Ibs 1892 Ibs 1120 Ibs 8 Anchors @ 1.71" Min. O.C. / Standard (or Offset) Clip (Fig. 4): 1180 lbs 1400 Ibs 2595 Ibs N/A N/A •--- N/A 1065 lbs N/A N/A N/A 1363 lbs 1770 Ibs 2240 Ibs 4 Anchors @ 3" Min. O.C. 1(2) 2x5 Angle Clips / (Fig. 5): -- ---- 1560 Ibs 1896 Ibs ---- N/A 1892 Ibs ---- 1120 Ibs 8 Anchors @ 3" Min. O.C. I (2) 2x5 Angle Clips / (Fig. 6): 1560 lbs 1560 Ibs 1360 Ibs 3120 Ibs 3792 Ibs 1080 lbs 1120 lbs N/A 1520 lbs 1496 lbs 1760 lbs 3784 lbs 1363 lbs 1770 Ibs 2240 Ibs 12 Anchors @ 1.5" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 7): 1660 lbs 2100 Ibs 1440 lbs 3780 lbs N/A N/A 1320 lbs N/A 1500 Ibs N/A N/A N/A 2045 lbs 2654 Ibs 3360 Ibs 4 Anchors @ 1.34" Min. O.C. / U-Clip, Into .125" Alum. (Fig. 8): N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1430 lbs 8 Anchors @ 0.64" Min. O.C. / U-Clip, into .125" Alum. (Fig. 9): N/A N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2861 lbs 2 Anchors @ 4.68" Min. O.C./ F-Clip (Fig. 10): - ---- --- 1616 Ibs ---- --- -- 4 Anchors @ 1.71" Min. O.C./ F-Clip (Fig. 11): - ---- 1298 lbs N/A N/A N/A -- N/A N/A N/A 1120 lbs Indicates Clip Option does not Meet the Anchor Capacity Required or Reduced Anchor Capacity Required. If this anchorage method is required you must either Reduce the design pressure required or select another mull option with a lower DP. http://www. pgtindustries.com/sites/default/files/mullioncalculator/calculator.htm 1/1 5/8/2018 Miami Dade NOA 16-0218.03 Mull Length Unit 1 Dimention Unit 2 Dimention Combined Unit Dimension • •• • • ••• • • • • • • Mullions MD 16-0218.03 • • • • • •• •• • • • • ••• • • • •• • • • • • ••• • • • • ••• • ••• • • • • • •• • • • • • • • • • 83.000 34.000 39.500 73.500 Reduced DP Required? 50.2 •• • •• • Reduced Anchor Capacity Required (Ibs) 628 • • • • 4 4 5 6 7 8 9 Rectangular Loading 50.2 628 • • • • •• • '• . • •• . • • • • • • • •• • • MDIIior1 • •" ' • • • • • ` Design Pressure (Ibs/ft2) Anchor Capacity Required (Ibs) • •• • J. • • • 1 . 2 ii 125 Fyn Tube Mullion 0 0 3• • . d x 2Y 7375 Aldnj. Tube Mullion • • i1 x .7:6.37%A•Idm. Tube Mullion 26.1 327 3 1 x 2.75 x .650 Alum. Tube Mullion 32.5 407 3 1" x 3.125" x .500" Alum Tube Mull 41.1 514 3 1 x 4 x .125 Alum. Tube Mullion 43.5 543 1 x 4 x .375 Alum. Tube Mullion & "T" Mullion 67.6 844 3 1.25" x 3.188" x .265" Alum Tube Mull 41.2 515 3 1.25" x 3.25" x .100" Alum Tube Mull 26.5 332 3 1.25" x 3.25" x .624" Alum Tube Mull 53.7 671 - 1.25" x 3.94" x .624" Alum Tube Mull 88.8 1110 3 2 x 4 x .25 Alum. Tube Mullion 111.8 1398 2 x 6 x .25 Alum. Tube Mullion 170 2125 3 1.26" x 2.11" x .125" Alum Tube Mull a 3.25" 30 DEG. AL BAY MULL 0 0 3 3.25" 45 DEG. AL BAY MULL 45.1 563 51.7 646 13 CUSTOM WINDOWS + DOORS Mullion Calculator 2 x 6 x .25 Alum. Tube Mullion Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 1/4" SS Elco AggreGator 5/16" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (in): 1" 2-1/2" 1" 2.1/2" 3-1/8" 1" 2-1/2" 1" 2.1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment(in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2" 1-3/8" 1-3/8" (see note 4) 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1&2): - 8 890 Ibs 1644 Ibs --- - 740 Ibs 664 Ibs 946 Ibs - 4 Anchors @ 4.68" Min. O.C. / Standard (or Offset) Clip (Fig. 3): 780 Ibs 780 Ibs 900 Ibs 1780 Ibs 3232 lbs --- 708 Ibs 1480 Ibs 748 Ibs 1272 Ibs 1892 Ibs 682 Ibs 885 Ibs 1120 Ibs 8 Anchors @ 1.71" Min. O.C. / Standard (or Offset) Clip (Fig. 4): 1180 Ibs 1400 Ibs 1010 Ibs 2595 Ibs N/A N/A 940 Ibs N/A 1065 Ibs N/A N/A N/A 1363 lbs 1770 Ibs 2240 Ibs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): 780 Ibs 780 lbs 680 lbs 1560 Ibs 1896 Ibs N/A 760 Ibs 748 Ibs 880 lbs 1892 Ibs 682 Ibs 885 Ibs 1120 lbs 8 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 6): 1560 Ibs 1560 Ibs 1360 Ibs 3120 Ibs 3792 Ibs 1080 Ibs 1120 lbs N/A 1520 Ibs 1496 Ibs 1760 Ibs 3784 lbs 1363 Ibs 1770 lbs 2240 lbs 12 Anchors @ 1.5" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 7): 1660 Ibs 2100 Ibs 1440 Ibs 3780 Ibs N/A N/A 1320 Ibs N/A 1500 lbs N/A N/A N/A 2045 Ibs 2654 lbs 3360 Ibs 4 Anchors @ 1.34" Min. O.C. / U-Clip,into .125" Alum. (Fig. 8): N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1430 Ibs 8 Anchors @ 0.64" Min. O.C. / U-Clip, into .125" Alum. (Fig. 9): N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2861 lbs 2 Anchors @ 4.68" Min. O.C./ F-Clip (Fig. 10): 890 Ibs 1616 Ibs --- - 740 lbs 636 Ibs 946 Ibs - 4 Anchors @ 1.71" Min. O.C./ F-Clip (Fig. 11): 700 lbs ---- 1298 Ibs N/A N/A ---- N/A -- N/A N/A N/A 682 lbs 885 lbs 1120 Ibs Indicates Clip Option does not Meet the Anchor Capacity Required or Reduced Anchor Capacity Required. If this anchorage method is required you must either Reduce the design pressure required or select another mull option with a lower DP. • http://www. pgtindustries.com/sites/defaulUfiles/mullioncalculator/calculator.htm 1/1 BARRY UNIVERSITY 11300 NE 2ND AVE, MIAMI SHORES FL. 33161 GENERAL NOTES: 1. OPENINGS TO HAVE DESIGN WIND PRESSURES FOR Z4: +46.4/-50.2 PSF & Z5:+46.4/-61.8PSF 2. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2017 FLORIDA BUILDING CODE AND ASCE 7-10 (V=170 MPH, RISK CATEGORY "II", MEAN ROOF HEIGHT = 36 FT, EXPOSURE CATEGORY "C"). 3. NOTIFY ENGINEER OF ANY ERRORS/OMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. 4. ALL DIMENSIONS TO BE FIELD VERIFIED. 5. ALL PRODUCTS TO BE INSTALLED AS PER THEIR NOA OR FLORIDA APPROVAL. 6. REFER TO PRODUCT APPROVAL FOR SPECIFIC MATERIAL INFO. 7. ALL PRODUCTS TO BE HVHZ APPROVED. 8. GLAZING ON AND AROUND DOORS COMPLIES WITH 24064.4.1 & 2406.4.2 OF THE FLORIDA BUILDING CODE 2017 9. ALL GLASS TO BE SAFETY GLASS (CATEGORY II). 10. ONLY OPENINGS MARKED ARE PART OF THIS PERMIT 11. 1X WOOD BUCKS (IF NEEDED) TO BE ATTACHED USING 1/4" 0 X 2-1/2" TAPCONS 6" FROM ENDS & REST @ 12" OC. 12. EXTERIOR PERIMETER TO BE SEALED WITH DOW CORNING CONTRACTORS CONCRETE SEALANT. 13. TOTAL AREA OF OPENINGS 258 SQ. FT. PRESENTED BY: ALUMINUM WINDOW WALL SYSTEM- L.M.I. MANUFACTURER: MR. GLASS DOORS & WINDOWS, INC. SERIES: MG-6000 • • ... . . • .. . FRAME COLOR: SATIN • GLASS COLOR: CLEAR •• • • • GLASS COMPOSITION: a" THK.=Y4' CLEAR H.S. + 0.090" PVB. + Y4" CLEAR H.S.(GLASS TYPE 'A' AS PER N O VA.) GLASS LOW-E: N/A • • • FA: FL# 18411.1 •• •• •••• . ALUMINUM OUTSWING FRENCH DOOR- L.M.I. MANUFACTURER: E.S. WINDOWS,LLC. SERIES: 9000 FRAME COLOR: SATIN GLASS COLOR: CLEAR • . • . • •. . . .. . . . . . • . GLASS COMPOSITION:" THK.=Y4" CLEAR H.S. + 0.090" PVB. + Y4" CLEAR H.S.(GLASS TYPE 'A' AS PER N.O.A.) GLASS LOW-E: N/A F.A: F # 2 52 PGT CLIPPED EXTRUDED ALUMINUM TUBE MULLION- L.M.I. MANUFACTURER: PGT INDUSTRIES, INC. N.O.A: 17-0630.01 PERMIT#: Miami Shores Village APPROVED ZONING DEPT BLDG DEPT MR GLASS DOORS & WINDOWS, INC. 8120 NW 84 ST. MIAMI, FL 33166 PH: 305-470 8284 FAX: 305-470 8285 www.mrglasswindows.com info@mrglasswindows.com RECEIVED MAY142018 ,oklIIII///gyp ` 1,..4)R i N O YAr �AR QSC,Y, ��FROj O4 � EER , • , P. I A ,ct j BAN • ��i%. • \Q, ('j�,\ Ill. ,/,// • \\ DATE: MA I ' 2018 FC RIDA N 72462 SOUFFRONT CONSTRUCT •N GROUP Ltd. Co. CERTIFICATE OF A THORIZATION: No. 29.97 15375 SW 104th TERRACE 95 MIAMI. FL 33196. Phone: 786.306.9417 souffrontengineering@gmail.com .• • • • � • • • MG-01-OF-3 NOTE: AN ACCESS FOR THE CARD READER SYSTEM WILL BE PREPARED NORTH SIDE ENLARGED ELEVATIONS MG-6000 FL: #18411.1 ES 9000 F.A: FL# 22527 PGT MULLION N.O.A:17-0630.01 HARDWARE - PANIC DEVICE 1285/PULL HANDLE - EXPOSED DOOR CLOSER (4500) - BUTT HINGES 4"x4 2" (3)PER LEAF - 2 POINT LOCK SYSTEM - KEY CYLINDER ADA.THRESHOLD CLUSTER OF 2 ANCHORS @ CORNERS 763�4" M.O. 76" TOTAL F.W. 3�2" DOOR W. 34" F.W. ALUMINUM MULLION 2 x6'x}- SECTION O SECTION O 15/1 336" HORIZONTAL MULLION LENGTH ALUMINUM MULLION 2-x6-xi' NANCHORED JAMBS SE TION ALUMINU MULLION 2'x6-4 SE TION REVISIONS DATE 05/08/2018 DESCRIPTION: UPDATE N.O.A & F.A. as • • • NOTES: THESE DRAWINGS WHEN APPROVED SHALL CONSTITUTE THE AUTHORITATIVE INTERPRETATION OF THE CONTRACT REQUIREMENTS AND SPECIFICATIONS, AND SUPERCEDE ALL PREVIOUS UNDERSTANDING, EITHER EXPLICIT OR IMPLIED. SUBMISSION OF DRAWINGS DOES NOT CONSTITUTE ACCEPTANCE OF ORDER. FLORIDA No. 72462 SOUFFRONT CONSTRUCTION CROUP Ltd. Co. CERTIFICATE OF AUTHORIZATION: No. 29697 15375 SW 1041h TERRACE 85 MIAMI, FL 33196. Phone: 788.306.9417 souttrontengineering®gmeil. com GENERAL CONTRACTOR: STRUCTURAL ENGINEER: ARCHITECT: PROJECT: BARRY UNIVERSITY 8120 NW 84 ST MIAMI, FL 33166 PH: 305-470 8284 FAX: 305-470 8285 www.mrglasswindows.com info@mrglasswindows.com TITTLE: MAP LOCATION & ENLARGED ELEVATIONS DRAWN BY: M.V. PROJECT No: CHK BY: SCALE: NTS DATE: 12.20.2017 No. ORDER: SHEET No. MG-2—OF —3 REV. i • Y CLUSTER OF- 3 ANCHORS @ CORNERS / 663�8" F.W. 291 6" 291 6" D.L.O. X� D.L.O. XIII X I I I 18214" M.O. 75%2" F.W. 335�8" D.L.O. 13/6" F.W/ 335�8" 297/8" D.L.O. D.L.O. IT / Ilb ALUMINU MULLION 2Nx6'xj- 18214" M.O. ALUMINUM MULLION 2-x6-OI' 663�8" F.W. 291 6" 29* 6" D.L.O. D.L.O. 7512" F.W. /341316" F.W/ 297/8" D.L.O. CLUSTER Or 3 ANCHORS @ EACH OF MULLION ALUMINUM MULLION 2'x6'4 CLUSTER OF- 2 ANCHORS @ CORNERS CLUSTER 0 2 ANCHORS @ EACH OF MULLION 03 ALUMINUM MULLION 2'x6'4' SECTION O SECTION O LUSTER OF 3 ANCHORS @ CORNERS CI 1 1 1 1 1 I I I I I I ill III 11 1 1 I I-0- I I 1 B 1 03 I I I `J2 J2/ NANCHORE I JAMBS I J2/ M2/ I J2/ I I 1 II 11I Ii I' III LV I I 1 i UNANCHORED/ = JAMBS I I ' I I I � � I D3 Ili I I I 1111 1!L, 1 11,4 .14 11,11 II .I SOUTH SIDE ENLARGED ELEVATIONS MG-6000 F #1:411.1 ES 9000 F.A:FL # 22527 PGT MULLION N.O.A:17-0630.01 75%2" HORIZONTAL jt, MULLION LENGTH HARDWARE - PANIC DEVICE 1285/PULL HANDLE - EXPOSED DOOR CLOSER (4500) - BUTT HINGES 4"x4 I" PER LEAF - 2 POINT LOCK SYSTEM - KEY CYLINDER - ADA.THRESHOLD i\— • N • ALUMINU MULLION 2'x65i- • 0 J • LL M M a--- O • SECTION O. 0 (71 SECTION NOTE: AN ACCESS FOR THE CARD READER SYSTEM WILL BE PREPARED REVISIONS: DATE DESCRIPTION: ero 05/08/2018 UPDATE N.O.A & F.A. MV. NOTES: THESE DRAWINGS WHEN APPROVED SHALL CONSTITUTE THE AUTHORITATIVE INTERPRETATION OF THE CONTRACT REQUIREMENTS AND SPECIFICATIONS, AND SUPERCEDE ALL PREVIOUS UNDERSTANDING, EITHER EXPLICIT OR IMPLIED. SUBMISSION OF DRAWINGS DOES NOT CONSTITUTE ACCEPTANCE OF ORDER. • • • • 462 •i/%IONS •• 4Agf 0 9• • Cr_r_ Us•• ;I. •••• • • Cal) • III •• • FLORIDA No. 72462 SOUFFRONT CONSTRUCTION GROUP Ltd. Co. CERTIFICATE OF AUTHORIZATION: No. 29697 15375 SW 104th TERRACE #5 MIAMI, FL 33196. Phone: 766.308.9417 soultrontengineering•gmeil. com • • GENERAL CONTRACTOR: STRUCTURAL ENGINEER: ARCHITECT: PROJECT: BARRY UNIVERSITY MR . GLASS DOORS 6 WINDOWS INC. 8120NW84ST MIAMI, FL 33166 PH: 305-470 8284 FAX: 305-470 8285 www.mrglasswindows.com info@mrglasswindows.com TITTLE: ENLARGED ELEVATIONS DRAWN BY: M.V. CHK BY: DATE: 12.20.2017 PROJECT No: SCALE: 1/4"=1'-0" No. ORDER: SHEET No. MG-3-OF-3 REV.