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WS-18-679 Permit'NO. WS-3-18-+679 �5HO1 s y�� k Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Perfli Oltf Classification:Window/Door Replacenn Phone: (305)795-2204 Permit Status:APPROVED LOR'lDp` Issue Dato:4/1712018 Expiration: 10/14/2018 Project Address Parcel Number Applicant 1130 NE 92 Street 1132050270430 Miami Shores, FL Block: Lot: JEFFREY BRODER&IRIS ROME Owner Information Address Phone Cell JEFFREY BRODER&IRIS ROMERO 1130 NE 92 Street MIAMI SHORES FL 33138- 1130 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 15,000.00___ RAILCO, INC. 3058232625 , Total Sq Feet: 440 Type of Work:REPLACE EXISTING 4 WINDOWS 1 FRENCH Available Inspections: No of Openings: 10 Inspection Type: Additional Info:REPLACE EXISTING 4 WINDOWS 1 FRENCH Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due ' CCF $9.00 DBPR Fee � Invoice# WS-3-18-66806 $3.00 03/15/2018 Credit Card $50.00 $263.00 DCA Fee $2.00 Education Surcharge $3.00 04/17/2018 Credit Card $263.00 $0.00 Permit Fee f $200.00 Reinspection Fee $75.00 Scanning Fee $9.00 Technology Fee $12.00 Total: $313.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS FIDAVI I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio and zo ' ut rmore, I authorize the above-named contractor to do the work stated. April 17, 2018 Authoriz S nature: wner / Applicant tontractor / Agent Date Building Department Copy April 17, 2018 1 I RECEIVED Building Department MAR 15 1818 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 (✓ \ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 F� BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1130 NE 92 ST Miami Shores- FL 33138-2935 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3205-027-0430 is the Building Historically Designated:Yes NO Occupancy Type: Residential Load: Construction Type: SINGLE FAMILY Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):JEFFREY BRODER Phone#: Address: 1130 NE 92 ST. City-. Miami Shore State: FI Zip: 33138 Tenant/Lessee Name: Phone#: Email: jell@broderproductions.com CONTRACTOR:Company Name: RAILCO,INC phone#: (305) 823-2625 Address; , 1545 W 35th Pl city: Hialeah State: FI Zip: 33012 Qualifier Name: FAGUNDO LENNY G Phone#: State Certification or Registration#: CGC060625 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 1�) 446 Square/Linear Footage of Work: 440 SF Type of Work: ❑ Addition 1011 Alteration ❑ New ❑ Repair/Re lace p El Demolition Description of Work: Replace existing: 4 windows, 1 french door, 1 SGD with new impact resistant glass windows and doors also replace 2 existing SGD with 2 new impact resistant glass Store front. Specify,color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ESC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT ONTRACTOR The foregoing Instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Gt day of20 (� by 5 day of /I&G,11 120 by f �Q h C[t/ 11 .who is personally known to 1�e, 2212✓ r � u.n In who is personally known to me or who has produced 01+O�u �l+dPf) biA& as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: tio0r Print: GLENN GLENNROITMIW 68 Seal: MARIA CAROLINA GOMEZ Seal: *A14,0047 COMMISSION i r1FF 92319 EXPIRES:October 1,2019Notary Public,State of Florida Bonded ThruBudgetPkbrySenka Commission#FF 209431 MN comm.expires Mar.12,2019 r ss*s*sss* *s*sssssssssssss *sssssssssssssssssss*sssssssssssssssssssssssssssssssssssssssss*sssss APPROVED BY Plans Examiner Zoning r Structural Review Clerk 3/14/2018 Property Search Application-Miami-Dade County THE PROPERTY APPRAISEROFFICE UrG Summary Report Generated On:3/14/2018 Property Information Folio: 11-3205-027-0430 Property Address: 1130 NE 92 ST � s Miami Shores,FL 33138-2935 Owner JEFFREY BRODER IRIS ROMERO Mailing Address 1130 NE 92 ST W MIAMI SHORES,FL 33138 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/3/0 Floors 1 � Living Units 1 Actual Area 2,980 Sq.Ft Living Area 2,448 Sq.Ft ' Adjusted Area 2,606 Sq.Ft Taxable Value Information Lot Size 9,375 Sq.Ft l 2017 2016 2015 Year Built 1952 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value $435,825 $425,833 $422,526 , School Board Land Value $337,500 $314,250 $285,750 $25,000 $25,000 Building Value $209,979 $211,523 $213,066 Exemption Value $25,000 Taxable Value $460,8251 $450,833 $447,526 XF Value $45,260 $45,727 $29,106 - City Market Value $592,739 $571,500 $527,922 Exemption Value $50,000 $50,000 $50,000 Assessed Value 1 $485,825 $475,833 $472,526 Taxable Value $435,825 $425,833 $422,526 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,0001 $50,000 Save Our Homes Cap Assessment Reduction $106,914 $95,667 $55,396 Taxable Value 1 $438,8251 $425,833 $422,526 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption 1 $25,0001$25,000, $25,000 OR Previous Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Price Book- Qualification Description Sale Board,City,Regional). Page 05/13/2013 $626,500 28657 Qual by exam of deed Short Legal Description 3942 BAY LURE PB 44-63 26720- LOT 4 BLK 3 01/09/2009 $100 0593 Affiliated parties LOT SIZE 75.000 X 125 26155- OR 19960-0775 08 2001 4 01/01/2008 $668,470 4643 Sales which are qualified COC 26155-4643 01 2008 1 05/01/2004 $0 22406- 1 Sales which are disqualified as a result of 1: 2425 examination of the deed ' 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: ' Miami ami bores Village Building Department sell "slot" 10050 N.E.2nd Avenue I Miami Shares, Florida 33138 � +ta 'b Tel:(305)795.2204 fiC+t►RU " Fax: (305)756.8972 t { Ins ection requirements for; I Windows Doors Skylights or Fixed Glass kladdinPermits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors;sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide 'by the requ remants of this department and comply with the fallowing statement: Upon obtaining window and/or door permits for`the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress ,inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, ,etc.Inspector will also verify anchor type,edge distance,embedment and spacing.{The purpose for this inspection, is for the verification of conformance with. Product Approval (NQA).. Ace e � 1 ��11 77Jeff Brd 'r Ou. ° ` r/ wrier Signature Date print Name t r F RAMMS ENGINEERING, INC. , 2''00`W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 Robert S. Monsour, P.E. FI #.11955/0006024 ASCE 7-10 WIND CODE t DESIGN WIND LOADS IN PSF. Kd = .85 •:____ ,•.� FOR 175 MPH WIND ZONE y - Interior& Exterior Zones (4&5 =Walls) Positive Pressures ' Exposure D For the 175 mph Wind Zone CATEGORY 2-13LD0 Effective Wind Area (or, Tributary Area) in SquareFeet Height 10 20 30 40 50�,,, 60 ; ` (Maximu ) 1.00 0.95 0.92 0.89 !-�f0 88"--- p' 0.86 15 48.9 46.7' 45.4 44.5 a 41'8 43.2 51.3 49.0 47.6 46.7 -,-45.9f 45.3 m25 53.2 50.8 49.4 4W4----\"°47:6 47.0 ' 30 55.1 52.6 51.2 50:1 } 49 3 48.7"• 40 57.9 55.3 53.8 j ,~52.7 ._,.�.,` 51'3.' 51.2... •. 50 60.3 57.6 56.0 A/--5,4.9--,54.9'-- 54-0-:• 58� ••••:• f 60 62.2 59.4 57.8 /56:6 55. 55.0' :....: ...... LLLL Interior Zone (4 -Walls) Negative Pressures,/ •: ;•, •, •• ••• Exposure D For the 175 mph Wind'Zone CATS, ..Y 2 BLDG' •""' Effective Wind Area (or,,Tributary Area) in S4uate:Feet. } Height 10 20 �` ; ,x',30 �� 40 51) so - (Maxirr rn.) -1.10 -1.0 _ -� <-,1,02f' -0.99 -0.98 -6191. 15_ _ -53.1 750.9_> `=49:6 -48.7 -47.9 -47.4 20 -55.6 =53.3 =52.0 -51.0 -50.3 -49.7 25 -57.7 553 , -53.9 -52.9 -52.1 -51.5 ' 30 -59.8 -57.3 ",r r -55.8 -54.8 -54.0 -53.3 f 40 -62.9// ,-60.2 -58.7 -57.6 -56.8 -56.1 50 -65.4 -623 -61.1 -60.0 -59.1 -58.4 si '60 767:5a '1-,,"- 64.7 1 -63.0 -61.9 -61.0 -60.2 H I Exterior Zones (6,-Walls) Negative Pressures Exposure D For the 175 mph Wind Zone CATEGORY 2 BLDG Effective Wind Area (or, Tributary Area) in Square Feet Hei9ht ., 110 20 30 40 50 60 � 4 (Maxi�mun)a -1.40 �1.:29m.,, -1.23 , -1.19 -1.15 -1.13 ! 15 -65.5 -61.1s�' -58.5 -56.7 -55.3 -54.1 0-20"`x, -68.7 -64.1 -61.4 .-59.4 -57.9 -56.7 i 25 ,f -71.2 -66.4 -63.6 -61.6 -60.1 -58.8 30 -73.8 -68.8' -65.9 -63.8 -62.2 -60.9 40 -77.6 -72.4 , -69.3 -67.1 =65.5 -Al ,50 -80.8 - 75.3 -72.1 -69.9 -68.1 -60 -83.3 -77.7 -74.4 -72.1 -70.3 - lir NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAYBE TAKEN FOR FLAT ROOFS. .,- Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller,k but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet . y, 4 THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART �t WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING.ALSO,THESE `Nf TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. -Scope Work g- * Replace existing Windows, French Door and SGD with new Impact Glass Hurricane approved - E +W Building - NOA: 17-1114:03 - NOA: 17-1114.10 - FL #: 19092-R2 N Height 15' - FL #: 20359-R2 - NOA: 17-1218.14 - FL # 18411-R2 r Opening #4A, #4B & #4C f 53 X 63 Fixed-Glass NOA: 17-1114.10 +37.5 JEFFREY BRODER -48.3• 1130 NE 92 ST Miami Shores — FL Fixed +37.5 +37.5 X -48.3 -48.3 33138-2935 MULL 1"X4"X63" +36.7 • NOA: 17-1218.14 -46.8 ,sees MULL 1"X4"X63" see* : *004 0000:0 ,0000. •. Opening #5A&#5B NOA: 17-1218.14 • sees .,,,•• 0000.. 74X63so •.,,• :0000: SGD Horizontal Rolling ••:.• •••••• • , POOL 1 0 0 0 0 0s000s X FL# 20359-R2 +36.7 ••• e • X � .. ., . 0000. -46.8 •• 0000.. +37.5 0000.. • -48.3 •0000. Family • 00 0 SGD room Opening #6 • . • SGD OXO •• X � 144 X 80 Opening #7 FL# 19092-R2 Store Front I 3 Panels 000 X I +37.5 FL X 80 each # 18411 R2 Master - Opening #3 -48.3 +38.5 +36.1 +38.5 37 X 63 I Bathroom �2 0 -39.6 �2 0 Fixed Glass NOA: 17-1114.10, I _ - - - - - - - - Office Opening #1 Opening#2 I 1 111 X63 36 X 82 s '.� - French Door Horizontal Rolling tU I I Opening #8 FL#20359-R2 Miami Shores Village +37.5 . Store Front X NOA- 17-1114.03 -40.9 3 Panels 000 APPROVED BY SATE 48 X 80 each r - ZONING DEPT FL# 184117R2 7BY ,:_DG DEPT &A AfffI IO COMPI IA dCF WITH ALL FE ERAL018 ,nI1X Kitchen - - X � X Entry Door X Scope Work g j �- * Replace existing Windows;French-Door and SGD with new Impact Glass Hurricane approved- �` -" " -- - - - �_ "-- " EW Building - NOA: 17-1114.03 - - + Height 15' 1103 NOA. 17 1114.10 - FL#. 19092-R2 - FL# : 2059-R2 - NOA: 17-1218.14 - NOA: 15-0826.31 N R L Opening #4A, #4B &#4C 53 X 63 Fixed- Glass-NOA: 17-1114.10 JEFFREY -BRODER.... - -4s.3 _ 1130 , NE 92 ST Miarr *Shor`s.- FL' :• Fixed +37.5 +37.5 33138-295 '•': • .of .. -48.3 -48.3 0090 MULL 1"X4"X63" +36.7 • NOA: -46.8 17-1218.14 •• •• .. ...... MULL 1"X4"X63" '. Opening#5A &#5B NOA: 17-1218.14 ;••••• 74X63 •• .. . SGD • • Horizontal Rolling_ •• • X POOL X FL#20359-R2 +36.7 �i -46.8 - +37.5 Family -48.3 r SGD room Opening #6 SGD OXO Opening #7 X 144 X 80 FL# 19092-R2 Store Front I 3 Panels 000 X +31.5 48 X 80 each Master Opening #3 -48.3 NOA: 15-0826.31 IZ +38.5 +36.1 +38.5 37 X 63 Bathroom -42.0 -39.6 -42.0 Fixed Glass RECEIVED NOA: 17-1114.10 I - - - - - - - I Office Opening Opening #2 I MAR 12 2018 p g #1 I 111 X63 36 X 82 Horizontal Rolling Opening #8 French Door FL#20359-R2 I +37.5 �� p g X NOA:- 17-1114.03 � Store Front -40.9 3 Panels 000 - - - 48 X 80 each � �� #e _ NOA: 15.s x26.31 Miami Shores Village f APPROVED BY DATE _ ZONING DEPT X BLDG DEPT Kitchen ° ) SUBJECT O COMPLIANCE Wf FH PLL FEDERAL X X X STATF ND C-�JN'TY RULES AND I'EGULATIONX Entry-` Door X ' } - h a � V r •••••• •••• •••••• • ••••• • •••• ••••• • •• •••••• • M •••••• • • • • yf 4 s t- It � f }� r�rt .,�, •ate�, yruv. *... f . .......... I BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links I Search Product Approval I L .USER:Public User b Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL20359-R2 1. Application Type Rev' ' n to Code Version (::: 2017 Iso Application Status ,-App o ed---, +••• • • • 0000 0000•• •• • 0000 • Comments 0000•• •••. 0000•• Archived I p so*:** • • • •I 0000•• 0000 1 • • • • , • • 0000•• Product Manufacturer Mr Glass Doors&Windows Inc. • • • •0•••• Address/Phone/Email 8120 NW 84th St •:• : •••• : •••• Medley, FL 33166 so *��• (305)470-8284 •••••• • • ulises@mrglasswindows.com : : • • 000000 •••••• • • • ;, 0000•• Authorized Signature Ulises Senaris •• • •• • • • ulises@mrglasswindows.com •• • I. I Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email i Category Windows Subcategory Horizontal Slider I • , Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 13 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Javad•Ahmad the Evaluation Report Florida License PE-70592 r Quality Assurance Entity rKeystone Certifications,Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. .-1 Validation Checklist Hardcopy Received Certificate of Independence• FL20359 R2 COI SS-Series MG-300 Alum Horizontal Sliding Window(LMI-SMI)-CI2017_pdf 'Referenced Standard and Year(of Standard) Standard Year; TAS,201 1994 TAS 202 1994 TAS 203 " 19941 Equivalence of Product Standards Certified By t 1! I Y Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/15/2018 Date Validated 01/16/2018 Date Pending FBC Approval 01/21/2018 Date A 04/10/2018 I mma of du s —.. — FL# Model,Number or Name Description • _�. __...._..:......_...................--.......:..............__................._..- __.......__..._._...:.:...--...a........................•......_.............-....................•...•_ • •• ••• 20359.1 Series MG-300 Aluminum Horizontal Large missile impact resist8rytpturrynum horizppta6sliding •� 4 Sliding Window window. • • -- 00000_0_ 1.00• •• ••• its of Use Installation Instructions••:•• { • • • 4 Approved for use in HVHZ:Yes FL'20359 R2 II SS-Series M.G 300 Alum liorizorytal Sliding Approved for use outside HVHZ:Yes Window_(LMI)-2017 DWG W16-26zil. df •••••• 000 Impact Resistant:Yes Verified By:Javad Al nad 92 0 • Design Pressure: +90/-140 Created by Independent TRIP11"n:Yes ••• • '• •• Other:See attached drawing W16-26 for span vs. load Evaluation Reports •• •• •0 •• 1060 combination and Installation details. r FL.20359_R2.. AE 5S-Serie�WV;W Alum HorizpntaI Sliding •� Window(LMI.)-_PAE 2017.pdf • • • Created by Independent Third Party:Yes 10•••:• -- • • 20359.2 Series MG-300 Aluminum Horizontal Small missile impact resistant alun-Rnum h4riM&t3l�sliding' Sliding Window window. •• • Limits of Use Installation I ructi Approved for use in HVHZ:Yes FL203 R I SS-SeLW16-28.od� 30 Alu H zon 1 li in Approved for use outside HVHZ:Yes Window 5 -2017 DW 'Impact Resistant:Yes F Verified By Javad Ahm7052Design Pressure: +90/;140 Created by dependePart es Other: See attached drawing W16-28 for span vs. load Evaluation Re combination and installation details. FL20359 R2 AE SS Series MG 300 Alum Horizontal Sliding Window(SMI)-PAE 2017.pd Created by Independent Third Party:Yes Back Next a b Contact Us::2601 Blair Stone Road Tallahassee FL 32390 Phone:850-487-1624 Y The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement W Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section t 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 hee. Product Approval Accepts: 1 - O 9CkYC C Credit Card Safe r t i • S a a ' } a y AL-FAROOQ CORPORATION , CONSULTING ENGINEERS & PRODUCT DEVELOPMENT .. { ! • i PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3 • METHOD 1 OPTION D FL 20359 Date: 01/08/2018 "Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. a Manufacturer AddpAN 84T"STREET MEDLEY FL 33166 Model Name:SERIG-300 AMINUM HORIZONTAL SLIDING WINDOW r 'Maximum Width: 6" XOX " XO Maximum Frame Height: 74" Maximum Load:+90 PSF, =140 PSF (Large Missile Impact) f Installation Drawings#W16-26 i This product complies with the High Velocity Hurricane Zone (HVHZ)testing requirements. The above maximum parameters do not occur simultaneously. i. See installation drawings for combination of span vs loads. Comparative analysis used X Yes _No Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST L'OGATION T ST•RdtRT TEST Test a DATE . 1tEPORT "haled try ' ASTM E283 Air Infiltration Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega,P.E. Leakage Laboratory, Inc. , ASTM E331 Water Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega,P.E. OR ASTM 547&TAS 202 Penetration Laboratory, Inc. ASTM E330 Uniform Static Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega,P.E. &TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega,P.E. Laboratory, Inc. Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) TEST ~DESCRIPTION TEST LOCATION TESTAI'ORT TEST y ,Test DATE . . REPORT'# .Seal AC 1626.2 Large Missile Fenestration 03/29/2016 FTL-8856 Idalmis Ortega,P.E. (TAS 201&203) Impact&Cyclic Testing Laboratory, Under the limitations of the attached installation drawings,to the best of my knowledge and'ability,the -above product conforms to the requirements of the 2017 Florida Building Code. E Evaluation Report Engineer: 1 `JpPV PUi gHMgO'pi ' =`,•'• No 70592 ,, k Javad Ahmad PE#.70592 t -•��. S�of :�,, ,AI-Farooq Corporation EB#3538 ealed:1/12/2018 k ppONAipa, ! i. 9360 Sunset Drive,Ste 220 1 Miami,FL 33173 1 T:305.264.8100 I F:305.262.6978 www.afceng.com I alfarooci cDafcene.com (2) ADDL. ANCHORS 74" V SEE CHART WINDOW WIDTH 96" a ON SHEET,4 (4) ANCHORS TYP. WINDOW WIDTH co AT MTG. STILE ENDS 6" MAX. AT 4" O.C. A FALSE MUNTINS (2) ADDL. ANCHORS Z HEAD/SILL 6 ,,-- - (SURFACE APPLIED) SEE CHART 4 ANCHORS C ' • CORNERS �` MAY BE USED ON SHEET 4 O M Q 1 1 6" MAX. AT MTG. STILE ENDS W mI ` HEAD/SILL -A AT 4 O.C. FALSE MUNTINS Q a N 7- I CORNERS g ------ (SURFACE APPLIED) O; p p p ov MAY BE USED C "� N IL IN a .. I it / W I —_- - 1 G C D I ii ii 7 1 M 7 7 I II II E I II L • • • • •.0 0000• / I II / II I. I I II i • • �� I ==mak �_= C i =i ===�k=== i- E •• • p m C f do •• Y • D III 1j11�I11 IIIIII -/-- 1II'IIj11------ 7 a •0••0••:••0��00••:•• 0QLLJQ1 a 0a I 1 Q W a N L m N It LIJ2(0 co 7.t 3 LLI W.R a O a O00 0 =co0) > JO 0•i0—••0•-• ID to u00000�•> 06600,111 • ••••• • I II II I �I II i� • • � •• II II 000.0 0000• B I I II B I II 11 II 0000 00 •0000 cq i 6 I II -I 0.0 00 • V1 • o Mz 43 3 8" 43 3/8- 3.2 Z 3/8" \`- - 32 3/8" Q m / a z J 3 �. DL. OPG. D. L. O io D.L. OPG. D. L. OPG. '� LI-1 Li I, 37 3/16" 48 3/16" m (- TYPICAL ELEVATIONS N 0: ~ VENT.'WIDTH VENT WIDTH O Q N N - TESTED UNITS = m � n THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 89 3/4" SERIES MG-300 SHUTTERS ARE NOT REQUIRED. N v WINDOW WIDTH ALUMINUM HORIZONTAL SLIDING WINDOW a Z (4) ANCHORS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER ,0 o J to AT MTG. STILE ENDS 6" MAX. -- CHARTS SHOWN ON SHEETS 4 & 5. I 00 w A AT 4" O.C. � � oD m � HEAD/SILL CORNERS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE _ COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER 1 WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 1 I F.B.C. APPROVED MULLIONS IN BETWEEN. A-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND v LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL INSTALLATION OF THIS PRooucr BASED ON THIS PRODUCT EVALUATION an L____ ____ _ WILL APPLY TO ENTIRE SYSTEM. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED —Ir---- — -71- O I II 11 II E ON THIS DOCUMENT. � N 7 D II II I I 7 B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF O p / 7 II II THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ALTERED BY ANY MEANS. 41 ~o REQUIREMENTS OF THE 2017 EDITION) ��___-�__= 6TH. IIN FLORIDA BUILDING ODE u ( ) CC-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED II II INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) N o �p = jp II it FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER W d 1 II II 11 x 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED a = w O 1 JL____11 11____ a °° DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE r 30 I ii--- 11- ii---- TO THE BUILDING STRUCTURE. -- - SPECIFIC DRAWINGS-FOR REVIEW. - W a 00 o LLIZ too i II i� II ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS D-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF c CDN , Z > �I� II II THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. - O AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE v, Ti IT MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FL #20359 � g Q II �� IIs A,LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. n n \\\Ililitrr ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE.-TI ` � o B MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �� .... �� COME INTO -CONTACT WITH-OTHER-DISSIMILAR MATERIALS SHALL` MEET THE - - ��' \,\CBNSF•�® �� °0 it 9 1 REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. o, cl � THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION No.70592 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCTfAND SEALING AROUND OPENING FOR o ip H v M w WATER INFILTRATION RESISTANCE ETC. ' 32 3/8" 48 1/8" a 'O CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ��®•'. •. drawing no. D.L. OPG. D. L. OPG. co V AND TO BE REVIEWED BY BUILDING OFFICIAL. lSa '•.•• F �oP.••'��.�� ' 37 3/16" - MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION �e��D''•°•R W16-26 IN ACCORDANCE COMPLY WIITH W WITH SECTION SECTION 9.3 OF FLORIDA BUILDING CODE. - _ - //� t%%%\� sheet- -� of�0 - VENT WIDTH - - - - - — - - - - Coalori• 1/19on i R 111 7/8" WINDOW WIDTH C4 N Uft ;, (4) ANCHORS 6" MAX. _. R'i AT�MTG. STILE ENDS Z z n " ' j HEAD/SILL A - AT 4C. _ FALSE MUNTINS O F ,`� M z CORNERS g _ (SURFACE APPLIED) Z "� N a / `ksMAY BE USED a L N 7r IL 0 ' i 0 _j C, v I I a ,m e !- ;;_ 7 7 I 1. •• cf Oe IA 0 • C� co = ° co 1 I =__ ____ • =� M O I I II II--- !n •••i•• 0 W� ••••• co3 " I I IIaII m IAN • ••••• > I it II •••• •••• 3 I I II II •••••• M I I II I • • .Jroz Q•Jif I LO G000•i••• • • g U ao • 00 1,o r v • • I • \ _ / mw 3 3 • 32 3/8" 32 3/8" rs 32 3/8" m MZ 3 D.L. OPG. D.L. OPG D.L.D.L. OPG io v C9 Z M q z . 37°3/,16"z',l"''= � 37 3/16- 0 VENT.WIDTH VENT WIDTH Ld N to 127 5/8" 0 C WINDOW WIDTH g 00 J o N LL. (4)-ANCHORS ' Q Z 136" MAX. AT MTG. STILE ENDS O 0 HEAD/SILLA --�AT 4" O.C. FALSE MUNTINS M O J .". CORNERS 6 ddd --- (SURFACE APPLIED) I ui J � \ ------ MAY BE USED moo :2 W -te I I I I I �I li " I I II II I I II II O F- 7 /� /� II /l II 7 _ ■ = e 7 I 7 _ I 11 II C w C7 (7 I I it I I X N y _ _ \ w \ O 1 I II ii Q m u� cn W co Z > - - - - 3 I II 41-, I c I 1 == IL fir=== C i 1 II it O O i I II II y I I IF II y I I II II � C �,. Go a of cn No.70592 mw _ = o 32 3/8" - 48 1/8" 32 3/8" Q Z i; v u D.L. OPG. D.L. OPG. O.L. OPG. 10 -'O U i� e ' 37 3/16" 37 3/16" ®�°. S T F ` drawing no. VENT WIDTH VENT WIDTH TYPICAL ELEVATIONS �� •aawP'•��``� W 1 6-26 TESTED UNITS FL #20359 ��//�,'®��1�� sheet 2 of 10j Qoalori• 1/17/7n1R 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS N 090" Interlayer .090" Interlayer .090" Interlayer I co Trosifol PVB Trosifol PVB SentryGlas 3 By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' � � J 1/8" HEAT STREMD. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS Z "' N N a- IL LU SILICONE SILICONE' w SILICONE �' j N v0 M DOW 795 m DOW 795 m DOW 795 N Z Z Z a W oc o t LL 22 �� 22 I j j 1 22 I� �� ,0 8i %M 10.0 � C9 I j t9 j j j C7 I !I v 2 W Irlto }• �! II !� !� !� i •• /y �•YM C •••••• I I I; I I; I; •• V � p� � • I �I I! I! I! II ••••• C a Q� `� •• O O O •••• Z .{ N ••••• Fr 10 W 10 W 10 ••.:•• '4 x101 o • TS ON LITES AT-1/4 POINTS..ON LITES AT 1/4 POINTS ON LITES •0:0•. _ZZZZZ 0 M ••••• -- = WIDER THA 6 ONLyf" WIDER THAN 36 ONLY •• •• a' j O1•2 ...•••• GLASS TYPE `A' GLASS TYPE `B' GLASS TYPE `C' • • 5/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS' • • _ ,o •••• 7 N ••••• • 00 1/8" TEMP. GLASS 1/8" TEMP. GLASS 1/8" TEMP. GLASS 3 p to U Z M 1/4" AIR SPACE 1/4" AIR SPACE 1/4" AIR SPACE 3 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 0 ;1LJ x 10 tj .090" Interlayer .090" Interlayer .090" Interlayer ri xO Trosifol PVB Trosifol PVB SentryGlas O N r j 00 By 'Kuraray America, Inc.' _ • By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' +_ 0 d• M C I 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS V) �'L v Q Z w SILICONE w SILICONE w SILICONE O O z m DOW 795 Z m DOW 795 z m DOW 795 N w _j -,a I Ln I � jj I I I I I 10 10 � 106 Li LU TA /4 POINTS w 29 AT 1/4 POINTS w 29 AT 1/4 POINTS _ Li SIZES ALL SIZES ALL SIZES a� GLASS TYPE "Al' GLASS TYPE `B1' GLASS TYPE 11' -- 11/16" OVERALL INSUL. LAM. GLASS - -- 7/8" OVERALL INSUL. LAM. GLASS -- - 7/8" OVERALL INSUL. LAM. GLASS -- - -• in c a� o GLAZING OPTIONS m o cli � c 1/4" AIR SPACE CONSISTING OF: e o z 'DURASEAL' EDGE SEAL .SYSTEM _ iVo.70592 _ BY 'QUANEX' y Y ®�.• A OIF •� drawing no. �i ORIO`.•'' - - - - -- - - - - - - - - - -- - -- - - - - - - W 16-26 -FL #20359 '��®®��.�- / II�� sheet 3 of 1p - Caalcri• 1l17/7f11R DESIGN LVAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 4 (XO -OR OX SIZES) (XO OR OX SIZES) (XO OR OX SIZES) (XO OR OX SIZES) 4% t° GLASS'TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES - FRAME DIMS. -A' & 'Al' 'B' & 'Bl' 'C' &.'C1' FRAME DIMS. 'A' & 'Al' 'B' & 'B1' 'C' & 'C1' FRAME DIMS. B' & `Bi' 'C' & 'C1' FRAME DIMS. 'B' & 'B1' `C' & 'C1' Z ti j WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) O h Z ' '26-1/2" 80.0 80.0 80.0 80.0 90.0 140.0 24" 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2" 80.0 80.0 90.0 140.0 54" 80.0 80.0 90.0 140.0 Z N a Ps ui 1 37" 80.0 80.0 80.0 80.0 90.0 140.0 36" 80.0 80.0 80.0 80.0 90.0 140.0 9-11/16 80.0 80.0 90.0 140.0 63" 80.0 80.0 90.0 140.0 Q d 53-1/8" 80.0 80.0 80.0 80.0 90.0 140.0 48" 80.0 -80.0 80.0 80.0 90.0 140.0' 83-1/4" 26" 80.0 80.0 90.0 140.0 72" 24" 80.0 80.0 90.0 140.0- Op p O p J cv 63" 26" 80.0 80.0 80.0 80.0 90.0 140.0 60" 24" 80.0 80.0 80.0 80.0 90.0 140.0 94-1/4" 80.0 80.0 90.0 140.0 81" 80.0 80.0 90.0 140.0 1 � w 74" 80.0 80.0 80.0 80.0 90.0 140.0 72" 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2- 80.0 80.0 90.0 140.0 90" 80.0 80.0 90.0 140.0 Q; D t U. 84" 80.0 80.0 80.0 80.0 90.0 140:0 84" 80.0 80.0 80.0 80.0 90.0 140.0 9-11/16 80.0 80.0 90.0 140.0 54" 80.0 80.0 90.0 140.0SIG 38-3/8" - . 96" - - 80.0 80.0 90.0 140.0 96" - - 80.0 80.0 90.0 140.0 83-1/4" 80.0 80.0 90.0 140.0 63" 80.0 80.0 90.0 -*140-0* •�.• _ 26-1/2- 80.0 80.0 80.0 80.0 90.0 140.0 24" 80.0 80.0 80.0 '80.0 90.0 140.0 94-1/4" 80.0 80.0 90.0 140.0 72" 36" 80.0 80.0 90.0 14b.0 O �• 'vo0 • 37" 80.0 80.0 80.0 80.0 90.0 140.0 36" 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2- 80.0 80.0 90.0 140.0 81" 80.0 80.0 90.0 140!0 ajr � '•••• 53-1/8- 80.0 80.0 80.0 80.0 90.0 140.0 48" 80.0 80.0 80.0 80.0 90.0 140.0 79-11/16- 50-5 8" 80.0 80.0 90.0 140.0 90" 80.0 80.0 90.0 'I.Aq a Z 0 N •••• T 63" 38-3/8" 80.0 80.0 80.0 80.0 90.0 - 140.0 60" 36" '80.0 ' 80:0 80.0 -80.0 -90.0 140.0 83=1/4" 80.0 80.0, 90.0' -140.0 54" - 80.0 80.0 90.0 1t4Q0i y 'o 74" 80.0 80.0 80.0 80.0 90.0 140.0 72" 80.0 80.0 80.0 80.0 90.0 140.0 94-1/4" 80.0 80.0 90.0 121.4 63" 80.0 80.0 90.0 •?JV..0 Z O 84" 80.0 80.0 80.0 80.0 90.0 140.0 84" 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2- 80.0 80.0 90.0 140.0 72" 48" 80.0 80.0 90.0 •T4(t a Q W F ••••• • 96" - - 80.0 80.0 90.0 140.0 96" - - 80.0 80.0 1 90.0 140.0 79-11/16" 63" 80.0 80.0 90.0 111.5 81" 80.0 80.0 1 90.0 :140.0-1 • 26-1/2- 80.0 80.0 80.0 80.0 90.0 140.0 24" 80.0 80.0 80.0 80.0 90.0 140.0 83-1/4' 80.0 80.0 90.0 97.5 90" 80.0 80.0 90.0 140.Q •a••• '•"• Lo 37" 80.0 80.0 80.0 80.0 90.0 140.0 36" 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2" 80.0 80.0 70.9 98.5 54" 80.0 80.0 90.0 i 48.0: N ••• • 53-1/8" 80.0 80.0 80.0 80.0 90.0 140.0 48" 80.0 80.0 80.0 80.0 90.0 140.0 9-11/16' 74'1. 80.0 80.0 62.2 86.4 63" 80.0 80.0 90.0 140.0 , •• 0 OD 63" 50-5/8" 80.0 80.0 80.0 80.0 90.0 140.0 60" 48" 80.0 80.0 80.0 80.0 90.0 140.0 72" 60" 80.0 80.0 90.0 140.0 0 74" 80.0 80.0 80.0 80.0 90.0 140.0 72" 80.0 80.0 80.0 80.0 90.0 140.0 81" 80.0 80.0 90.0 117.0 3 N Z 0 84" 80.0 80.0 80.0 80.0 90.0 138.7 84" 80.0 80.0 80.0 80.0 90.0 140.0 90" I - - 90.0 102.4 Z 3 96" - - 80.0 80.0 90.0 121.4 96" 1 - - 80.0 80.0 90.0 128.0 54" 80.0 80.0 90.0 140.0 26-1/2" 80.0 80.0 80.0 80.0 90.0 140.0 24" 80.0 80.0 80.0 80.0 90.0 140.0 63" 72" 80.0 80.0 80.6 111.9 N L 37" 80.0 80.0 80.0 80.0 90.0 1 140.0 36" 80.0 1 80.0 80.0 80.0 90.0 140.0 72" 80.0 80.0 69.4 96.4 N WF- 0 (n00 53-1/8" 80.0 80.0 80.0 80.0 90.0 140.0 48" 80.0 80.0 80.0 80.0 90.0 140.0 1 81" - - 61.9 85.9 0 p n 004 63" 63" i --80.0 80.0 80.0 80.0 90.0 140.0 60" 60" 80.0 80.0 80.0 80.0 90.0 � 140.0 p W 0 74" 80.0 80.0 80.0 80.0 90.0 126.5 72" 80.0 80.0 80.0 80.0 90.0 136.5 N3 84" 80.0 80.0 80.0 80.0 90.0 111.5 84" 80.0 80.0 80.0 80.0 90.0 117.0 a 0 z n 96" - - - - 90.0 97.5 96" - - - - 90.0 102.4 rOj C7 0 M 26-1/2" - - 80.0 80.0 - - 24" - - 80.0 80.0 - - I Q� Cj Cj w J 37" - - 80.0 80.0 - - 36" - - 80.0 80.0 - - moo m 53-1/8" 74" - - 80.0 80.0 - - 48" 72" - - 80.0 80.0 - - 63" - - 80.0 80.0 - - 60" - - 80.0 80.0 - - 74" - - 80.0 80.0 - - 72" - - 80.0 80.0 - - 84" - - - - 90.0 140.0 w 84" - - - - - - 50-5/8" ox � v>v, 96" - - - - 90.0 140.0 ox� 96" 48" - - - - 90.0 140.0 =J OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH o 74" - - - - 90.0 140.0 a 72" - - - - 90.0 140.0 `XO OR OX' 84" 63" - - - - 90.0 132.7 0 84" 60" - - - - 90.0 140.0 J 96" - - - - 90.0 125.0 a a 96" - - - - 90.0 128.0 c a� c N v Y 0 °c (1/2W) (1/2W) s = = O I _ No.705g2 _ � 2, �T OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH NOTE: 'XO OR OX' GLASS CAPACITIES ON THIS SHEET ARE ��®'> AT F .� \ %BASED ON ASTM E1300-09 (3 SEC. GUSTS) OR1drawing no. _ -26 AND FLORIDA BUILDING COMMISSION �� DECLARATORY STATEMENT DC_A05-DEC-219 _ _ _ _ - FL #20359_ ,®NAL0�\\�T sheet 4-of-- - co�lo�!• DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) (XOX SIZES) (XOX SIZES) (XOX SIZES) N GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES to FRAME DIMS. 'B' & 'B1 'C' & 'Cl' FRAME DIMS. 'B' & '111' 'C' & 'Cl' FRAME DIMS. 'B"& 'Bl' 'C' & 'C1' FRAME DIMS. 'B' & 'Bl' C' & 'Cl' Z O j WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) O z 74" 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 74" 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 Z M N a 106-1/4- 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 106-1/4- 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 Q IL N m 11'1" 26 80.0 80.0 90.0 140.0 96" 24" 80.0' 80.0 90.0 140.0 111" 26" 80.0 80.0 90.0 140.0 96" -24" 80.0 - 80.0 90.0 140.0 O W N � M v0 126" 80.0 1 80.0 90.0 1 140.0 108" 80.0 80.0 90.0 140.0 126" 1 80.0 1 80.0 90.0 1 140.0 108" 80.0 80.0 90.0 140.0 la E N X W R R 74" 80.0 80.0 90.0 140.0 120" 1 80.0 80.0 90.0 1 140.0 74" 80.0 80.0 90.0 140.0 120" 80.0 80.0 90.0 140.0 Fa ? LL 106-1/4" 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 106-1/4" 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 0 U yL m, 38-3/8" - - 38-3/8" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 111" 80.0 80.0 90.0 140.0 84" '80.0 80.0 90.0 140.0 ; • p P)•• 126" 80.0 80.0 90.0 140.0 96" 36"' 80.0 80.0 90.0 140.0 126" 80.0 80.0 - - 96" 36" 80.0 80.0 90.0 140.0 • 10, 0 m •$ • 74" 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 140.0 74" 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 140.0 0od f ••••• 106-1/4" 80.0 80.0 90.0 140.0 120" 80.0 80.0 90.0 140.0 1016 /4" 80.0 80.0 - . - 120" 80.0 80.0 90.0 140.0 ,.,• �: a Z N ••.•; 50-5/8" 50-5/8" , , Q Wv . 111" 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 -140.0 111" 80.0 80.0- - - 72" 80.0 80.0 90.0 140.0 •••• ly y _ `o Z •.•• 126" 80.0 80.0 90.0 138.7 84" 80.0 80.0 90.0 140.0 126" 80.0 80.0 - - 84" 80.0 80.0 90.0 140.0 •• •• J •� ,;, • 74" 80.0 80.0 90.0 140.0 96" 48" 80.0 80.0 90.0 140.0 74" 80.0 80.0 90.0 140.0 96" 48" 80.0 80.0 - - • yj W •.••• 106-1/4" _ 80.0 80.0 90.0 129.0 108" 80.0 80.0 90.0 140.0 106-1/4" 63" 80.0 80.0 - - 108" 80.0 80.0 - - • • • • 63" - -----�_ • , • 41A11" 80.0 80.0 90.0 125.7 120" 80.0 50.0 90.0 140.0 111" 80.0 80.0 - - 120` 80.0 80.0 - - , POP*** •"•• N 0 �r,$0.0 - - 1 72" 80.0 80.0 90.0 140.0 74" 74" 80.0 80.0 - - 72" 80.0 80.0 - - •••• ; � •••• 74" 80.0 80.0 - - 84" 80.0 80.0 90.0 140.0 106-1/4" 80.0 80.0 - - 84" 80.0 80.0 - - • o t- 106-1/4- 74" 80.0 80.0 - - 96" 60" 80.0 80.0 90.0 140.0 96" 60" 80.0 80.0 - - o a 111" 80.0 80.0 - - 108" 80.0 80.0 90.0 136.5- 108" 80.0 80.0 - - Z M 126" 80.0 80.0 - - 120" 80.0 80.0 - - 120" 80.0 80.0 - - Z 9 72" 80.0 80.0 - - 72.. 80.0 80.0 - - 84" 80.0 80.0 - - 84" 72, 80.0 80.0 96" 72" 80.0 80.0 - - 96" 80.0 80.0 - - O Of 108" 80.0 80.0 - - 108" 80.0 80.0 - - i 0 d- n 120` 80.0 80.0 - - 00 of n Q cn � .. s. -%2 � = O 0OJ M O v M Q 0� W m 0o (1/3W) (1/3W) (1/3W) C O - OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH a `XOX' - `XOX' 0 0 to NIP .N a� o � c No.70592 NOTE: v° w T v GLASS CAPACITIES ON THIS SHEET ARE ' �® s F •• drawing no.' BASED ON ASTM E1300-09 (3 SEC. GUSTS) o, oR1o�.••' AND FLORIDA BUILDING COMMISSION s� • '° •..• ��` W16-26 DECLARATORY STATEMENT DCA05-DEC-219 - FL _#20359 _ - //9'®q t,\ r sheet-5-of 10 - - Sealed: 1/12/2018 TYPICAL ANCHORS w V V 0 1 BY SEE ELEV: WOOD BUCK ,t FOR SPACING F- _-_- _- _- _— ---------� N „ I EDGE DIST. . o METAL I F.B.C. APPROVED -------- d •°' Q °' °°gid d ° ° N EDGE STRUCTURE I MULLION & MULLION ANCHORS I Z 3 a DIST. I SEE SEPARATE APPROVAL I M ►� J -�l I,a ° } o EDGE DIST. I J I= Q h 0) �- Z 0:000 : 1 N o o I I EDGE DIST. I `"' C4 1 II f a a L------ --------_�J O U 0 O 17 �u Ajg CCLL O G E N N O • \ \ ''++ 1 \' � •• V C��•j • 0000•• •- •• 0 4 _471, • g TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS O `� •••i• SEE ELEV. SEE ELEV. SEE ELEV. "'•" • FOR SPACING FOR SPACING FOR SPACING sees• Q ;W :so**: is j i j: j 0.00 LL Z N_. C 0.00 jI iI ,jl jl it 0000•: � .•.O5 M • • •� 0000 if if WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS " •• le M W 0.00• II II II II II 000000 Q W 01i F- • i i i i i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM it it i i� i� AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0000• 0.000 i i i l i it it • • !� • coN 0000• WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING —'0 01 • i� i� i i� i� " 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) o it it it it it W1 = 1 X 1/4' WEEPHOLES AT 2-1/4 FROM EACH END 3 00 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES i1 if ii 11 i! W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH c� Z M If If if if Ii 1-1 2;,.AdJN.,..P-FNETRATIQN IN WOOD (HEAD/SILL/JAMBS) z 3 -� END WITH PLASTIC BAFFLE J I I I I THRU 1 BY BUCKS`INTO CONCCR"'BL=QEM 0 .� i! i! if i! is ; SEALANTS: 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/ t- JAMBS) N cD _ EMBED INTO BLOCKS (JAMBS) N ~ W � (Y ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT 1-1/4" MIN. o O V) N _ W W AT EACH END AND INSTALLATION SCREWS IN SILL SEALED DIRECTLY INTO CONCRETE OR BLOCKS = p °0 00 > WITH ALUMINUM COLORED SEALANT. MAB O Vg) Z _j O o 1-1/2 MIN. EMBED INTO CONCRETE (HEAD/SILL/Ju_ r, Jz cII 1-1/4MIN. EMBED INTO BLOCKS (JAMBS) i! if i! i! if 14 SMS OR SELF—DRILLING SCREWS (GRADE 2„CRS) 0 _j M li it 4 li li !i !i !i li !i INTO F` B CAPPROVEOMt3L�LlONS '°�° 'v I � J Ij Ij Ij i II i II OR g a0 is is i; : it it It it it INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) I: i! j! STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) if I! I! I! I! ij I; 'li II g (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i; 19 li li 'i I i I i 13 CRITICAL EDGE DISTANCE g i i i is is it it i! i I i I - INTO CONCRETE AND BLOCKS. = 2-1/2„ MIN. 14 1s is INTO WOOD STRUCTURE- = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. — " " --— — •� — WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. — —- tg 3 CONCRETE AT'HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C N O s � C-90 HO BLOCK AT JAMBS fm = 2000 PSI MIN. r _ 28 N O C I W1 �• j � N T 26 GE VE 191k - 592) 0000 EDG7="DIST: � � _� • d p ° c d H �Aa v ° 1 BY a m v d ° v ° W2 ° \ °. D � ;•. °w xsa s + WOODsBUCK 1 �® 5 F drawing no. p e TYPICAL ANCHORS v. TYPICAL ANCHORS •'• P••,• SEE ELEV. SEE ELEV. �i 1U' W 16-26 FOR SPACING EDGE DISFOR SPACING T. / ®�� \ �\� -- - - - - - - - - - -- - -- - - FL_ #20359 _ _�,,� \ e► f i l l � sheet 6-00051 co�lo:�• �i��i�n�Q V VENT WIDTH co 1/4" MAX. ' N 1/4'; MAX. C 5 25 O D E SHIMS (O SIjIM ' O O Z M J 8 4 TYPICAL ANCHORS O z c�� tQ Q D.L.O. 7 OPTIONAL TO s '� SEE ELEV. �,. w I 24 SPRING LATCH r OR SPACING Q N v v IL01 00 ;4{ 1 1/2" — — -----_- 24A x. .1/4" a W X Of IV pzm� I ° . 0 •• 0 • 0000.• 3 19 19 •• a Q g • O _00_00_.._.._.. ' w It • - - - - - - - o ++ ---r--------- ------- _.._.._.._.._.. O ARID 0000. �y m03 W - - - - - - - W.DD 0000 'li Z j N 0000• • • -Q W30 Ale,mW • 27 o v — — — — — — 0000 Zm _ O 0000 - r w •••••• •j �p.0 $ M 0:000 0000•• YZi '4' Q•w u Q W 01 'F ••••• 4 D.L. OPG. 00000• • EXTERIOR 1 B ° •. WOOD BUCKS 0 0 , � 0000• 0000• • 0 • — U 00 • WINDOW WIDTH 0• • ?+ • 00••0 J W ��l• • • v VJ • O TYPICAL ANCHORS XO LAYOUT 3 3 t, SEE ELEV. OX OPPOSITE FOR SPACING LO Z M Z � v J 0 VENT WIDTH N L cO 1/4" MAX. ` N F- t0 SHIM O O 25 5 1/4"�;MAX.y .. O UO N M N SHIMS e. 00 8 TYPICAL ANCHORS � (n � D.L.O. 7 OPTIONAL TO D.L.O. SEE ELEV. o � Z O 24 SPRING LATCH / d v FOR SPACINGto METAL M U O 0 STRUCTURE _ _ I04 W 1/4 ~. 00 m ' G I - 3 19 19 _ ._.__.._ -_ . e' C 27 rF_, W 1 1 BY a. e o. ami 4 WOOD BUCKS a D.L. OPG. WINDOW WIDTH -- - p ._ o TYPICAL ANCHORS SEE ELEV. XOX LAYOUT 4)LOS FOR SPACING \\ @U - - - - - - - - - � - - - � �•. 1GEIV$ �®'moi -0D N _o • o N o.70592 01 � m o` u ®•• ST E drawing no. %,�� •'�....10�•��.�� W1 6-26 - T - - - - - - - - -- - - - - - - - -- - - - - FL- #20359 '�.,;/®I�d��1�� - sheet 7-of 10 - - C.--I-J. 4 14 n1nn40 V EDGE DIST. � N METAL F.B.C. APPROVED tO ZSTRUCTURE MULLION & MULLION ANCHORS ao 3 a p p 4V' C p EDGE DIST. SEE SEPARATE APPROVAL Z to M o-i Z p D\ I. D O 5 N Q a EDGE DIST. Q 2 Z N a..o a ii • J C� a O U) O oi• O5 5 :t cn 5 • • /� t • A \ \ V o >m •+••:• ALT. C ae4� 'i +•+•:• + TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS ••••+41N • - SEE ELEV. SEE ELEV. - SEE ELLS/. - - - - - - • ••- FOR SPACING FOR SPACING FOR SPACING .. •• N. N P 0 •a+••+ Q W 01� F- • • i +••• — U •+••i 3 3 � o 3 p DO Z M J y W N (Y of o 0 V) N S 't r-) C4 00 SHIMS O Q cn 3: 5 ALT. g z In TYPICAL ANCHORS N p M SEE ELEV. I w FOR SPACING 0o D '1 1/4" . H fn C TYPICAL ANCHORS SEE ELEV. a D FOR SPACING - a a� a D O C B r O .N W O ALT. i INSTALLATION-DETAILS- WITH-FLUSH FRAME ADAPTER - �` �� °��cENSF T No.70592 - �T i v m 2 i s F • drawing no. D •° T %�� •• ..RloP.• o�; W 16-26 EDGE DIS - T - - - -- J►!litt�� sheet 8 of!Q Cl-1-A. 4/4"l/nf%40 • _ 2.848ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �V c2o 1.189 1 MG203 1 FRAME HEAD 6063-T6 - N T- 2 MG301 1 FRAME SILL 6063-T6 - to OD •621LA 3 MG302 1 SILL TRACK INSERT 6063-T6 - Z M A 1,496 4 MG303 AS REOD. FRAME JAMB 6063-T6 - O Z c' N Q 2.313 1.502 .062 5 MG212 AS REOD. FLUSH FRAME ADAPTER 6063-T6 - � .W x 0 3.188 TYP. 6 MG204 1/ VENT FIXED MTG. RAIL• 6063-T6 - IL -1 062 J O M O TYP. 7' MG205 1/ VENT VENT INTERLOCK 6063-T6 - C W N 8 MG304 1/ VENT JAMB STILE 6063-T6 - C W O VENT TOP/BOTTOM RAIL 9 MG207 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - Q • 2.406 10 MG208 AS REOD. GLAZING BEAD (5/16" GLASS) 6063-T6 - • v p iib •• „••,• IOA MG209 AS REOD. GLAZING BEAD (7/16" GLASS) 6063-T6 - •• >we .• 1.189J1 1.439 ••'• Q 9614 H ••••i• 10B MG210 AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - • t Np 13 MG305 AS RTEOD. ADD-ON SILL RISER 6063-T6 - • to 1A O N `•••.• Ot FRAME HEAD - , , •zz • __14. _.MG321. _4/_VENT ROLLER HOUSING & GUIDE_ _ _ CELCON _ _ ,••• Q 2.076 - T T ••••• 4' �,O 5 m • • 2910 15 MG322 2/ VENT ROLLER BRASS - � •,•• 1.189 16 MG323 2/ VENT ROLLER PIN ST. STEEL - •` '• a W •F ••••• 1.189�j L F17 #10 X 1" AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS PH SMS • �:• • •• • 18 #10 X 3-1/2" 2/,VENT _FIX. RAIL SILL SCREWS (SILL END) _ CRS PH SMS _ , ••••• `•••' 1.531- 19 W222322 AS REOD. FIN SEAL W'STRIPPING - ULTRAFAS _ •,•• 3 • N *00 •i • 22 E202 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB v -••• a 062 O JAMB STILE 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4" FROM EACH END ZAMAK SULLIVAN & ASSOC. 0 3 TYP. 24A #8 X 5/8" 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMSLO 3 p 3.949 70781 2.406 - 25 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH z 3 M 2.538 25A 1/ LATCH LATCH SPRING ST. STEEL m 3.074 - U- 26 - 2/ WDW. HI-FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS W `� w �' 1.1891.403 _ 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL ni 28 - ° AS REOD. SILL INSERT, 2" LONG 6063-T6 AT MTG. STILE LOCATION p 0O N . 29 - AS REOD. SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A 400 J 1 1= 2.848 = to 1.531 ¢ Z w p (7 O J r0 O FRAME SILL O7 VENT INTERLOCK "j 04 o J eco : .062 2.844 0 62 .660 .500 528 ,1 L-: .2501- 2501 I � 1 .188�I 1.345�I 1.409 .062 1.189 T1'P•, 13 ADD-ON SILL RISER 0 O3 SILL TRACK 094 IP - ---1.969 - a� 2.7.86 1 .125 1.961 O6 FIXED MTG. RAIL c a� 500 .672 1.000 0 0 062 .062 > o TYP. kci - 1.122 O .FLUSH FRAME ADAPTER I I SILL INSERT � p1®1111A11�I�2.848 2.974 - 00ENSp 583[- 1.421 •458 Imo .134078 ` v \ ~ o 985 �- � 1-050 No.70592 _ �, a v 7F:,[.0 50 .865 .781 .050' .865 .78�1 .865 -� = v m v` cii 1.000 1.029 876 1.096 1.096 1.096 ® 3 IDP•• ' p �� drawing no. 10 0 0 '�W�9 ••.... • � W16-26 O - FRAME JAMB - -25 SPRING_ LOADED LATCH_ _ _O -- �-GLAZING BEADS - ®- - - - - _ _ _ _FL_ #2035 - -i��''%®�j lj�,�� sheet 9 of 10 17 17 �� N to ` I Z '610M J Z M N Q / � so6o M 0 O. O Lu IN N .. / M G ? IL 0 �, . .• 0 am, ..... .. of 0 #),,D f - ssss � to N •ssss jf ssssss a w a1•� F ••�:• • s . • •sss• FRAME TOP CORNER _ ••.' : co ••••� J —• • - 0 3 VENT TOP/BOTTOM CORNER 3 Z o O M - Z � v J CO ad y � LL W � 0 v1 M 17 _ � 0 �00 Ol r J N - LL .r .� Q � Z q) O C2 0 _3 11� :. / o _ V N C � O � N O , FRAME BOTTOM CORNER �• II a_ I o F i IC No.70592 T If � S '� � drawing no. n, 0 � . Wl 6-26 -FIXED MIG. RAIL CORNER_ FL #20359_ _��''��®®�� ` sheet of 10 10 MIAMFQADE Y ® MIAMI-DADE COUNTY , • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208, BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ES Windows LLC 3550 NW 49*Street Miami,FL 33142 SCOPE: . •••• This NOA is being issued under the applicable rules and regulations governirrg Mouse of construction materials. The documentation submitted has been reviewed and accepted by Miami-bade County REIN • ...... .... ..... Product Control Section to be used in Miami-Dade County and other areas wherg plIpged by the•Authoriiw Having Jurisdiction(AHJ). '0066 This NOA shall not be valid after the expiration date stated below.The Miami-Daae CsAnty Pranuct Control•:••• Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade4'bgty)regerye•tbe rigl?r••• to have this product or material tested for quality assurance purposes. If this pi'ddildt or mAterial fails fo perform in the accepted manner, the manufacturer will incur the expense of sucg ten and the'AHJ may, •- immediately revoke, modify, or suspend the use of such product or material within their Jurijodictivn. RER•G o x reserves the right to revoke this acceptance, if it is determined by Miami-Dade•;putty Prodgct Contrdl''••; Section that this product or material fails to meet the requirements of the applicable building co&.'.' This product,is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1500"Aluminum Fixed Window.-L.M.I. APPROVAL DOCUMENT: Drawing No. W03-57, titled "Series-1500 Aluminum Fixed Window ' (L.M.I.)", sheets 1 through 7 and 7, dated 07/31/03,with revision H dated 09/27/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control ' Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, 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 and renews NOA No. 14-0923.08 and consists of this page 1 and evidence'pages E-1, ' E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. '"" NOA No. 17.1114.10 MIAMFDADE COUNTY p Ex i"ration Date: November 06,200 23 b Approv=Date: February 01,2018Page,1 r t i ES Wibdows L`LC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 13-0910.01) 2. Drawing No. W03-57,titled"Series-1500 Aluminum-Fixed Window(L.Ml.)��• sheets 1 through'? of 7, dated 07/31/03,with revision F dated�/;2/J4,prep"eAby Ali•;' Farooq Corporation, 'signed and sealed by Javad Ahmad,RE:...... ..:. ....:. B. TESTS •••• • 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-9j::::. ;;;;;• 2)Uniform Static Air Pressure Test,Loading peTTBC TRS•202-94 ...... 3) Water Resistance Test,per FBC, TAS 202;9a4:•: 0 •; 4)Large Missile Impact Test per FBC;TAS 2'01-9,r •'•"• 5Y Cyclic Wind Pressure Loading per FBC TAS?-b3-94 • •••• ,along-with marked-up drawings and installation diagram of an aluftuw fixed window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5339, dated 02/11/08,signed and sealed by Michael R. Wenzel,P.E. (Submitted under NOA No. 08-0417.06) 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. . FTL-5054, dated 10/03/06, signed and sealed by Edmundo Largaespada,.P.E. (Submitted under NOA No. 06-0308.05) 3.- Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 , ' 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 , 5) Cyclic Wind Pressure Loading per FBC, TAS 203:94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-3810, FTL-3819 and FTL-3808, dated 05/16/03, 06/09/03 and 05/14/03 respectively, all signed and sealed by Joseph C. Chan, P.E.° (Submitted under NOA No. 03-0910.01) Manuel P , .E. Product-CcntroExe iner NOA No. 14.10 Expiration Date: November 06,2023 Approval Date: February 01,2018 E-1 ES Windows UC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r: C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, and with FBC 5" Edition (2014), dated 09/10/14 and 02/09/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad,P.E. - 2. Glazing complies with ASTM E1300-09 •••• D. QUALITY ASSURANCE ' F 1. Miami-Dade Department of Regulatory and Economic Resources-WR): • ` •••; t E. 'MATERIAL CERTIFICATIONS` 0000 0000' I. ,.Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont 1je*e#nourg&.Po.,In0i,,,• .. .. for their"DuPont Sentry Glass®Interlayer"dated 05/26/10.". 'Wing on 01/14/17. •' 2. Notice of Acceptance No. 13-0129.27 issued to E.I.'DuPont lbelleinourl&.§o.,Inc••• • for their"DuPont Butacite®PVB Interlayer"dated 04/11/16, expiring bn 12/1 VIC.••••: •• • •• • • • F. STATEMENTS " • 1. Statement letter of conformance, complying with FSC 5t" Edition (2014), and of no financial interest, dated August 14,2014, signed and sealed by Javad'Ahmad,P.E. 2. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted under NOA No. 12-0223.41) 3. Laboratory compliance letter for Test Report No. FTL-6236, issued by Fenestration Testing Laboratory, Inc., dated 06/15/10, signed and sealed by Jorge A. Causo,P.E. (Submitted under NDA No. 12-0223.41) 1 4. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon,P.E. (Submitted under NOA No. 08-0417.06) 1 5. Laboratory compliance letter for Test Report',No. FTL-5339, issued by Fenestration Testing Laboratory, Inc., dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No.08-0417.06) } 6. Laboratory compliance letter for Test Report No. FTL-5054, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E.-(Submitted under NOA No.06-0308.05) 7. Laboratory compliance letter for Test Reports No. FTL-3810, FTL-3819 and FTL- 3808, issued by Fenestration Testing Laboratory, Inc., dated 05/16/03, 06/09/03 and 05/14/03, altsigned and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0910.01) G. OTHERS ; 1. Notice of Acceptance No. 13-0617.26, issued to ES Windows, LLC, for their Series "1500" Aluminum Fixed Window — L.M.I., approved on 09/19/13 and expiring on- 11/06/18. Manuel P/46eP.E. Product Con'trolWxffininer NOA No.17-1114.10 Expiration Date: November 06,2023 Approval Date: February 01,2018 E-2 i r 1 Y ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE`SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W03-57, titled"Series-1500 Aluminum Fixed Window(L.M.I.)", sheets 1 through 7 of 7, dated 07/31/03, with revision H dated 09/27/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • ,B. TESTS •• �••• • 1. 'None :..... **on C. CALCULATIONS ...... 1.. . ..... 1. Anchor verification calculations and structural analysis, complyhng'with situ�1h ••*••• Edition (2017), dated 09/27/17,prepared by Al-Faroo4 CorpcWft signed 2ad • sealed by Javad Ahmad, P.E. :...:. D. QUALITY ASSURANCE • 1. Miami-Dade Department of Regulatory and Economic Resources (RER) r fi E. MATERIAL'CERTIFICATIONS r 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their 1 "SentryGlas® (CIear and White) Glass Interlayers" dated 12/28/17, expiring on t 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS { 1. Statement letter of conformance,complying with FBC 51h Edition (2014),with FBC 61h t Edition(2017),and of no financial interest,dated September 27,2017,issued by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 14-0923.08, issued to ES Windows, LLC, for their Series t 1500" Aluminum Fixed Window — L.M.I., approved on 02/12/15•and expiring on 11/06/18. 1 I Manuel Pe ez, .E. Product Control sa iner NOA No. 1 14.10 Expiration Date: November 06,2023 Approval Date: February 01,2018 E-3 i t .. FM IW 6" MAX. 12" MAX. FALSE MUNTINS Ln • FROM ENDS HEAD/SILL (SURFACE APPLIED) I J BE USEDZr t �I I' 1 1 FIS Q �. z H a I li I m Q 0. `t i g Op�, o 0 IN 0 -WJ S II II • Q ••-+ • •••••• < • Ik II ••• Q �*• ••••�• II==--= II •• Q . r fII / II •• Z0. 0FWZ•,5 � 0 4 w Yyy m C) � •��dNW • 0M �3 • ••�••••••�••••••••••• • o 0o0 ¢ •: • WINDOW WINDOW _- II_--- il' - • • • • •••••• WIDTH NADTH _ ---= === •• •. .m f�1 f Ii ii sI_ !I u .� I i_ - 'I -----�-- z c9 -=r-----�-- O o w w Ln o � j z_ z - X U �L J 3 >> w 44 3/8" w z in V) D.L. OPG. t o M ,� WINDOW WIDTH WINDOW WIDTH a Z .WINDOWWIDTN 2-�:.: n ?t Z (17r n- L SERIES-1500ALUMINUM FIXED WINDOW Y CRL EL T O U) o0z APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE �Uj `" COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER tn J /• MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS- OR MULLION APPROVAL B WILL APPLY TO ENTIRE SYSTEM. gl v WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH PRODUCT REVISED 0t N - DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS as complying with the Florida F o v-, o SHOWN ON SHEET 3. Building Code N F N HOA-No. 17-1114.10 ° = o W o F_ - - - -- 7 �4z S w W N I I r I I THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Expiration Date 91106/2023 W c� 0 o z i z I z i• REQUIREMENTS .OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA B °' z L j I � i• i �� BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). y Miam' ade roductCont 3� — - - I - 4 1BY OR'2BY-WOOD BUCKS-& BUCK-FASTENERS BY OTHERS, MUST-BE – - - - - — 1w J DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS c o TO THE BUILDING STRUCTURE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. a a N N O N M N ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS SHUTTERS ARE NOT REQUIRED. > o 0 0 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3 11 t i I i 11l r18 �1 l A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. rr t1 "�}'8 `��® A�' ��/i�� 4 0 ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON-COMPRESSIBLE i'�+ �� • u Src"'• �� n i w MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MEAL SCREWS, THAT 3 3 1I J F COME INTO CONTACT WITH OTHER.DISSIMILAR MATERIALS SHALL MEET THE _ a o Q;. ! REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. a g t THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION _`� ' ' �' 'U " FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY g� :- n OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR OF �: drawi9 no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE WATER INFILTRATION RESISTANCE ETC. 'i D�; VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS �%�- �� W03-57 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES, AND DTOOBE REVIEWED BY I BUILDING OFFICIALE TO BE ANALYZED SEPARPTELY, sheet 1 of 7 1/8" ANN. GLASS SILICONE SILICONEEL 1*4� En w .090" Interlayer 4W DOW CORNING 795/983 W DOW CORNING 795/983 j ,j `--Trosifol PVB Im m l By 'kurcray America, Inc.' ? N o Ln N Z q 3 1/8' ANN_ GLASS m g 6A ij j g I j I I O F M � U i I• Hca ji ..rz N SILICONE j zA ji 2B Q 2 N 1 DOW CORNING 795 I 'j i O o o . 0 ,0 C1 Z _ _ _ ADHESIVE V _ _ 0^au N Ln g I FOAM TAPE o_ + 0 ••� • 5 i (. Ono ' I w i �� U N chi•• •••••• 5 5 •• n ui� :• • •� ! !. ••• •�.J��•• •••••• 5/16" LAM. GLASS 7/16" LAM. GLASS It o Q :•••.:, • • Ix ALT. GLAZING OPTIONS •• it z o a ••;••• 5 SQUARE GING STOP CAN BE USED WITH ALL „' a w N�b • ••••• GLASS TYPES SHOWN ON THIS SHEET. ••• (3 m€ l ••'•:' GLASS TYPE 'A' : j? 3/16' ANN. GLASS 3/16" ANN. GLASS •••••� v L7 .090" interlayer .090." Interlayer I SentryGlas Trosifol PVB p m �By 'Kuraray America, Inc.' By 'kuraray America, Inc.' z 3 0 � t 3116" ANN. GLASS 3/16- ANN. GLASS o i SILICONE SILICONE r U J nUj DOW CORNING 795 DOW CORNING 795 L M z (n ADHESIVE Z N ADHESIVE Go in d ,n 6. FOAM TAPE 6. j FOAM TAPE OLO OPT30 I DPTIO I I 0 I: ! !: ! o Z ?r J �° II II II u� LL- 0 + + 0 7 w WMgi lil W 5 w 5 GLASS TYPE 'B' GLASS TYPE 'B1' fl fa r, W o . oziiml C O � r r 3/16' HEAT STREN'D. GLASS JEIy ' T STREN'D. GLASS 5L� k " REN'D. GLASS �� z ~ PRODUCT REVISED .090" Interlayer erlayer rlayer as complying with the Florida a. SentryGlas PVB B Building Code U < z z By `Kuraray America, Inc.' ray America, Inc.' y America, Inc.' No"o. 17-1114.10 3 16" HEAT STREN'D. GLASS " HEAT STREN'D. GLASS Expiration Date 91/06/2023 mlT / HEAT STREN'D. GLASS v, o c 2 FBy Q pry o n r, ry SILICONE aSILICONE o SILICONE INlam ade Product on 1 o N o 0 0 DOW CORNING 795 Z HDOW CORNING 795 CDOW CORNING 795 m a w c+ x ? ADHESIVE z L/) ADHESIVE Z ADHESIVE 6. FOAM TAPE N g• : FOAM TAPE N 6. FOAM TAPE A00 IN � OPTIOi li OPTIO i Ij OPt10 i !j� [ E `.:�; `�� ► •. EIdS �i� i p Cr 0582 c °ai OT O + 2 + + ' �� v w v` v w droving no. W 5 `5. _ 5 ...AZLSA.• •�®��: W03-57 GLASS TYPE 'C' °" GLASS TYPE 'Cl' GLASS'TYPE 'C2' e"11 10NALS� �� sheet 2 of 7 ; DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF U In GLASS TYPE Ln GLASS TYPES GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPES 1RII�IDOS4 DL�iS. 'A' 'B' & 'EI' 'C', `Ci' & 'C2' >tiINDO�f DIMS. 'A' 'H' & '91' `C', `Cl' & 'CZ' WINDOW DIMS. A' 'B' & 'B1' C. 'Cl' & `C2' I WIDTH HEIGHT EXT.(+) 11 NT.(-) I EXT.(+) INT.(-) EXT.(+) 11 NT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT_(+) 1 NT.(-) EXT.(+) 1 NT.(-) WIDTH HEIGHT EXT.(+) 1 NT.(-) EXT.(+) INT.(-) EXT,(+) 1 NT.(-) 18" 70.0 70.0 70.0 90.0 70.0 B0.0 1$" 70.0 70.0 70.0 90.0 70.0 BO.0 19-1/8" 70.0 70.0 70.0 90.0 70.0 80.0 G � N 24" 70.0 70.0 70.0 90.0 70.0 I 80.0 24" 108" 70.0 90.0 70.0 80.0 26-1/2" 70.0 70.0 70.0 90.0 70.0 80.0 30" 70.0 70.0 70.0 90.0 70.0 80.0 30' - - - - 70.0 B0.0 37" 26" 70.0 70.0 70.0 90.0 70.0 80.0 Q IL c 6 -`36' 38"- 70.0 1 70.0 1 70.0 1 90.0 1 70.0 1 80.036" - - - - 70.0 -80.0 48' 70.0 70.0 - 70.0 90.0 -70.0 - 80.0 0 OJ N-`- 42" 70.0 1 70.0 1 70.0 1 90,0 1 70.0 1 80.0 18' 1 56.2 56.2 70.0 1 90.0 70.0 80.0 53-1/8" 70.0 70.0 70.0 90.0 70.0 80.0 Q. M W . 48' 70.0 70.0 70.0 90.0 70.0 80.0 24" 120" - - 70.0 90.0 70.0 80.0 19-1/B' 70.0 70.0 70.0 90.0 70.0 80.0. 0 =• • •• •••••. 54' 70.0 70.0 1 70.0 90.0 1 70.0 80.0 30" - - - - 70.080.0 26-1'/2" 70.0 70.0 70.0 90-0 1 70.0 80.0 • V H h •• • • 60" 67.3 67.3 1 70.0 90.0 1 70.0 80.0 36" - - - 70.0 BO.a 37" 38-3/B" 68.1 68.1 70.0 90.0 70.0 80.0• • •• 0> M C •••••• is. 70.0 70.0 , 70.0 90.0 70.0 80.0 48' 65.7 65.7 70.0 90.0 70.0 80.09 • 'g IL G Q A i • • 24" 70.0 70.0 1 70.0 90.0 70.0 80.0 53-1/8-, 65:7 65.7 70.0 90.0 70.0 80.0• • •o 0 b�f 30" 70.0 70.0 70.0 90.0 70.0 80.0 19-1/8" 70.0 70.0 70.0 90.0 70.0 80.0 M ":••• 36" �" 70.0 I 70.0 70.0 90.0--r'70-01 80.0 26-1/2" 70.0 I 70.0 70.0 90.0 70.0 80.0 • •� 'Wy :Z) • ••••• • '� Z O •••••• 42' 60.0 60.0 70.0 90.0 70.0 80.0_ 37 50-5/8' 68.1 fib-1 70.0 90.0 70.0 80.0. • • a to • 70.0 1 90.0 70.e 1 80.0 48' - - 70.0 90.0 70.0 80.0. W Q �- •••.•• 54" - 70.0 90.0 70.0 BO.0 53-1/8" - - 66.4 85.3 66.4 75.9• • 60" - - 70.0 90.0 70.0 80.0 19-1/8" 70,0 70.0 70.0 90.0 70.0 80.0 •' '• •• • • • • . w 18" 70.0 70.0 70.0 90.0 70.0 80.0 26-1/2" 70.0 70.0 70.0 90.0 70.0 80.0 0' 24" 70.0 70.0 70.0 90.0 70.0 1 80.0 37" 58" 68.1 68.1 70.0 90.0 70,0 80.0 I 3 n 30" 70.0 70.0 1 70.0 90.0 70.0 , 80.0 48" - - 70.0 90.0 70.0 80.0 g m 36' 60" i 67.3 67.3 70.0 90.0 70.0 80.0 W 53-1/8' - - - - 63.2 72.3 K o 42" - - 70.0 90.0 70.0 80.0 �",, 19-1/8" 70.0 70-0 70.0 90.0 70.0 BO.0 48" - ( 70.0 90.0 70.0 1 80.0 26-1/2" 70.0 70.0 70.0 90.0 70.0 80.0 54" - - - - 62.2 1 71.1 37' 6'`" 3", - - 70.0 90.0 70.0 80.0 1,.1 0_ 60" _ _ _ - 56.0 64.0 L - - - - n70.02,-80.0 Z (% N r 18" 70.0 70.0 70.0 90.0 70.0 BO-0 %/ 53-1/8" - - - 63I (d .2 72. � LO 24" 70.0 70.0 70.0 90.0 70.0 80.0 J 'i: 19-1%8" 70.0 70.0 70.0 90.0 O:D'°'"�800 d rMj co 30" 64.2 64.2 1 70.0 90.0 70.0 80.0 26-1/2" 70.0 70.0 70.0 90.0 70.0 1 80.0 a Z -ico 36" - - 70.0 90.D 70.0 B0.0 ��/�� - - �2 1` 37" 74-1/4" 70.0 90,0 70.0 80.0 Z o Uj 42" 72" - - - 70.0 80.0 I 46' - - - - 70.0 80.0 � O 48' - - - - 70.0 80.0 53-1/8', - - - - 632 72.3 54" - - 62.2 71.1 ~ NOTE: 60" - - - - 56.0 64.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 18" 70.0 70.0 1 70.0 1 90.0 1 70.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE 24' 70.0 70.0 I 70.0 90.0 70.0 80.0 PRODUCT REVISED as complying with the Florida o Q r, i 30" 84„ - 70.0 90.0 70.0 I 80.0 s Building Code o Z = m NOA-No. 17-1114.10 70.0 80.0 N oa U `o 42" - - - - 70.0 80.0 Expiration Date 1110612L'23 z Lj o 48" - - - - 70.0 B0.0 By ii a w � o 18" 70.0 70.0 70.0 90.0 70.0 80.0 Miaeb a e Product 24" 70.0 70.0 70.0 90.0 70.0 80.0 U z 30 90- L- - 70.0' -90.0 - -70.0 80.0 COT Ca `, v 35" - - - - 70.0 80.0 2 - 42" - - - 70.0 80.Q .C m m m ri o n O N O N n N � M N a0 •- C 48' - - - - 70.0 80.0 C, 18" 70.0 70.0 1 70.0 1 90.0 1 70.0 80.0 24' - 70.0 1 90.0 1 70.0 80.0 `� ®I A� 30" 96" - - 70.0 1 90.0 1 70.0 80.0 36" 70.0 80.0CERISE •.® i ,� _ 42• - - - - 70.0 80.0 n 7 592 o I ~ a o � �+ 9 N V U NOTE: ®may•.,_ OF •��` drawing no. GLASS CAPACITIES ON THIS SHEET ARE �'�,�� •' SDP'••�®�� W03--57 BASED ON ASTM E1300-09 (3 SEC. GUSTS). ii ®h��a�.� �� prii1111�� sheet 3 0# 7 TYPICAL ANCHORS SEE ELEV. 0 FOR SPACING I 18Y 0 WOOD BUCKX Z ti I� cLU T4 0 Uffli 00 0 >"00 ° MIAMI-DADE COUNTY APPROVED Z IEDG_¢RI51:a Nd F e ••. :.a METAL [s W y.� Q STRUCTURE MULLION k MUWON ANCHORSl SEE SEPARATE NOA IL EDGE-DIST. W •�' M EDGE DIST. + I VVV (An LTI .7mrrm 0 L 0 & 0 < �t OPTIONAL J V) TYPICAL ANCHORS SEE . •• •Q � �� tp • •••••• •� N tlfg m I ••.•• 1 3 OPTIONAL FOR SPACING ••• Z N j • • I I TYPICAL ANCHORS • w i ••••• 3 +_ TYPICAL ANCHORS SEE ELEV. Z U, Lo •••••• SEE ELEV. ••• AI a fp • I: '! FOR SPACING FOR SPACING T TYPICAL ANCHORS: SEE ELEV. FOR SPACINGw •• e i fi 1/4" DIA. ULTRACON BY `ELCO' (Fu=177 KSI, Fy=155 KSI) ••.• WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, • i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •• �••••: I AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) •• •� , OG @6BUCKS" NTOGOK:'RRU 1B to E II " SEALANT' 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/Si S) Z i !I 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ! r ALL JOINTS SEALANT: FRAME CONNECTIONS SEALED`WITH f ! I' DIRECTLY INTO CONCRETE OR BLOCKS I WHITE/ALUM COLOR SILICONE. W U X 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) YJ La 1-1/4"'MIN. EMBED INTO BLOCKS (JAMBS) M5, _ (GRADE 2 CRS) = IMF c _ INTO METAL ST SES (READ/St=/-'AMBS�' ¢ c n 8- (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE o I Z J m Z o W ALUMINUM: 1/8- THK_ MIN. (6063-T5 MIN.) "? z STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) Le)I - n (STEEL 1N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) vi 0 Ld LO Q Lj ' #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I 'I (NO SHIM SPACE) j ALUMINUM: 1/8" THK. MIN. (6053-T5 MIN.) m STEEL: 1/8- THK. MIN. (Fy = 36 KSI MIN.) I c N W N i I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w 8 Y r 1 k f> TYPICAL EDGE DISTANCE Q a W TYPICAL ANCHORS j I I SEE ELEV. INTO CONCRETE AND MASONRY = 2-1/2" MIN, °'$ < Ime i 5 FOR SPACING INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4"y MIN. m _ a �, n w y} d j. 3 ± WOOO.AT HEAD, SILL OR JAMBS SG = 0.55 MIN. o �; �W) c1f ICONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN. o I 2 ! xC-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. Ott?1 {'�If l�'L \ ��,�®I AHA. PRODUCT REVISED �` ��u• •••F'•. • , n r _ as complying with the Florida ••• S ® : I °� Q° ° e" Building Code NOA-No. 17-1114.10 c` •`_ " ' a s' ,�,°. Expiration Date 11/06/2023 . ' o W - r d TYPICAL ANCHORS SEE ELEV. , n. L' By i®. A OF 0. �° FOR SPACING ESE DISTo h Niiami Dade Product 71 % e O Op••••G ^ EDGEDIST. y��®'••• ', (sheet 4 of 7j • ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARLCS �� { 1 ES5001 4 WINDOW FRAME 6063-T6 - Lo 2 ES1008 OPTIONAL, GLAZING STOP 6D63-T6 - � 2A ES1103 4/ WDW. GLAZING STOP (5/16- GLASS) 6063-T5 - Z, r. 13. 2B ES1017 4/ WDW. GLAZING STOP (7/16" GLASS) 6063-T5 - 0 M 3 ES5002 4 FRAME COVER (OPTIONAL) 6063-T5 - F N a 4 #8 X 1- AS READ. ASSEMBLY SCREWS CRS PH SMS p C 0 0 "4A `#8 X 1/2' AS READ. ASSEMBLY SCREWS CRS FH SMS _ 0 1 N m L) - 5 27-372 2/ LITE SETTING BLOCK, 7/16- X 3/16' X 3-1/2" LONG EPDM DUROMETER 75±5 SHORE A a � N 6 ES1010 OPTION M•GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE 'A' • C ••* • 0000•• 6.1 ES4013 OPTIONAL GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE 'A' • n W epi see*, • • TYPICAL ANCHORS 6A 27-425 4/ WDW. GLAZING GASKET EPDM DUROMETER 60 SHORE 'A' •• • p >p�, • i ...... SEE ELEV. FOR SPACING 7 ES1505 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL '• • M q'k rri • • ff 0000•• �� •I • • TYPICAL NO a 0000• 1/4- (qX; SEE EL EV RASPACICING ••i Iii y i�so • ••i••� fiHiAl� # SHIMS •• • Z C% a •••••• ••• (3 W Q •,� • �� • Z /rI- w • I (� J • M, �t Ct f- • 1 BY 1/4" MAX. •••••• 1 WOOD BU KS SHIM00• •0000• vi LI D X 2. I] }.: 1 METAL I cMo .II M _JI Al - - - - b II rSTRUCTURE z '0 ...... — — — — — — — — — — — — — — I R' � O� Lj � a TYPICAL ANCHORS W �'- I w e SEE ELEV. � P I w FOR SPACING I z U7 I7 2 EXTERIOR rn — � f a QOM 1 D.L. OPG. i C) Z cMo CD 0 WINDOW WIDTH w `p t Q Ld LO MIAMI-DADE COU w APPR,D MU. ON ON U tai = g co = m SEE SEPARAT.Ee'NOA w Q w TYPICAL ANCHQS `" o SEE ELEV. FOR SPACING ° N F N I O U Z ° [1 ° ' PRODUCT REVISEDU.1 _ as complying with the Florida fv h o ° a Building Code z NOA-No. 17-1114.10 Ib Expiration Date 11/0612023 By wME v H m Mlam Dad®Product on I > 0 0 0 0 WINDOW WIDTH WIDOW WIDTH �y v a T p `- t r,i ti • �,e ® A ��°�� drawing no. AZO °`.•'• ® �� W03-57 i ��/ �MA�1 �� sheet Sof 7 • - 2.330 TYPICAL ANCHORS w TYPICAL ANCHORS SEE ELEV. FOR SPACING 1• 621 SEE ELEVS. FOR SPACING . p-.329 - ' a MIAMI-DADS COUNTY APPROVED7S�UZ_ MULLION dMULLION ANCHORS co TIR TURE nC .062 SEE SEPARATE NOA 1.000 z .803 Ed 500 . Ed aM CL a CL _ .813" .837 OWE` � jU _ F_1.134 O i � � � _ �� + 1 V v of� ^• • •.•.:• 7 \ Ln I N O fii • • O FRAME SQUARE GLAZING STOP- r,� 7 — I ' ? •3 . • ALT.. • • • 147 0•N •..•• TYPICAL ANCHORS, • Q4 rLO �•;••• SEE ELEV_ FOR SPACING . jj, y C-r•w •• ••• .8031.050 •• m • 803 L0632 • ch ^- M • • �•W01�•F- •� ..w.�. _837 • • i.•.•i .837 . '� '• 1 •• • O 28 - 1 � ( •..� - to GLAZING STOP (OPTIONAL) SQUARE GLAZING STOP I 3-. 00 z 733 0 T-' --s _ 1�4' ALT. o .577 .597 r SHIMS 7 x ?5 LU .045 G ? NAY } 1 B68 ¢ � 0) nto 0 _ M 3 o Z3 .1 to Z FRAME COVER (OPTIONAL) 4 a , 4' U_ v 7-5 I.328 --�f-.224 W I WLJ 1 W 543 D .368 a TYPICAL ANCHORS I SEE ELEV. FOR SPACING o ��---+.250 115 6 GLAZING WEDGE (OPTIONAL) 6 - PRODUCT REVISED o ry SCALE 1:1as complying with the Florida w z w w o z i Building Code r� o = r NOA-No. 17-11:14.10 i 00 J o 2190 062 Expiration Date 1110 /2023 b Z a z z v..770 00 t Mia &iWade Product Con ig N n r 2.26B > o o o gi Co v s x N INSTALLATION DETAILS WITH FLUSH FR ER O FLUSH FRAME ADAPTER B 7 I N �\ �� t �a a •• I �� . C SF •� i o 1.788 i 1 N 70592 Ed a• _ « o s t ' 0,142--"0 .125-1 L'F,i �;, � ) o ® • t3F �� drawing no. OALUM (60 3CORNER)LOCK SEE ELEV. FOR FO ANCHORS 2 X 2 X 3/16- ! V) ALUM ANGLE 3/8'BENT X 1/4 BENT " 1-1/16" LONG ALUM BARS W/ (2) SCREWS w/ (4) SCREWS < AT EACH LEG AT EACH BAR Z 2 W IQ LLF rl *1 00 Me I -� or me 000000 • 9M3 + • • V .31+2: •• 0000• • 00 4mem In ap •e �� N !� • 0000• 11) •• • a p0 • ••••0• ill �• •`�:W M E F •• ,I • • 00••00 • • Y •• � 0000•• • • RECT. OR SQUARE WINDOWS � � •.•� s LLJ m � 3 � of Ez 1 W I z � V) �n p11) m M o Z � � ao "2 3: z 3/8" X 1/4" ' BENT ALUM BARS �+ U) ko < Li ALUM CORNER LOCK \ AT EACHSBAR S W g ~ ' r W/ (4) SCREWS t4A� AT EACH SIDE Y A ° I j5 W W W I M M !9 t in in in IU N11t' `� � La L Dior PRODUCT REVISED v z; 0 ff Q as complying with the Florida aa) o 0 0 ?In Building Code z Z z NOA-No. 17-1114.10 - ( f -- T iration Date 11/06/2023 — ^ o �_ By _ TYPICAL CORNER DETARaS •� 0 o .- o Miam• ade Produc I t Corit l m = v _ T J 1l y a u � J t• t I ®�•. A3 drawing no. ��•• ... CIRCULAR OR ANGULAR WINDOWS ��i,®�i�� ` W03-57 sheaf 7 of 7 { M-IAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION = 1 11805 SW 26 Street,Room 208 i DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND-CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w w.mian4dade.2o /economv E.S.Windows,LLC 10653 N.E.Quaybridge Ct. Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rulesand regulations governing the use of construction rjigirials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-ProdWet Contpl*btion tQ.... be used in Miami Dade County and other areas where allowed by the Authority Having Jtlp$dicjion(AHS... •• This NOA shall not be valid after-the expiration date stated below.The Miami-Dade CouaVf.WQduct Goilrol Section•• • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reseiwe•*e right to have 45... product or material tested for quality assurance purposes. If this product or material fail%ttapei;orm 44144cceptdd tnanner, the manufacturer will incur the expense of such testing and the AHJ may immed&Wly revolve, modify, of:• •• suspend the use of such product or material within their jurisdiction. RER reserves•Me:right V•revoke thj%,,,, acceptance, if it is determined by Miami-Dade County Product Control Section that this prods ct or material fails to .• • meet the requirements of the applicable building code. •, ` • ••.•.. This product is approved as described herein,and has been designed to comply with the Florida,Buildtlg'Code, • including the High Velocity Hurricane Zone. .. :•• DESCRIPTION: Series"3000" Aluminum Outswing French Doors w/wo Sidelites APPROVAL DOCUMENT:Drawing No.W04-51 Rev K,titled"series-3000 Alum Outswing French Doors (LMI)",sheets 1,2,2.1,2.2 through 5, 5.1, 6, 6.1 and 7 of.7, prepared by Al-Farooq Corporation,dated 06-10-04 and last revised on NOV 09,2016, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and.expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Limitations: 1.Lower Design Pressures(DP)of Doors, sidelites,hardware, glass and threshold(sill)options shall control. 2. See sheets i &2 for doors,2..1 for single sidelite and 2�2 for doors w/sidelites options within tested frame area. 3.The Water Rating+DP with STD sill=+70 PSF(X&XX)and Hi-Rise sill=+90 PSF(XX)and+100 PSF(X). 4.The frame are of alternate size must not exceed 97.58 ft2,nor panel tested area and max. Panel height. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,Barranquilla, Columbia, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no changein the applicahle 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 disp:lwred in advertising literature. If all portion of the NOA is displayed,'then it shall be w 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 renews NOA#16-0316.06 and consists,of this page I and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1.Chanda,P.E. NOA No. I7-1114.03 MIAMFDADE COUNTY r U% y, Expiration.Date: December 16,2028 t Approval Date: December 28;2017 t. � � Page 1 r . r s r E.S.Windd'ws,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G 1. Evidence submitted in previous files t . A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file referenced below) } 2. .. Drawing No. W04-51 Rev K,titled"series -3000 Alum Outswing French Doors (LMI)", - sheets 1, 2, 2.1, 2.2 through 5, 5.1., 6, 6.1 and 7 of 7,prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on NOV 09,.2016, signed and sealed by Javad Ahmad,P.E. B. TEST'S J t •0000• 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 •.••• ••0000 s 2)Uniform Static Air Pressure Test, Loading per hVV -AS 202+x. '•• 3)Water Resistance Test,per FBC, TAS 202-94(s*@4mt 2) •• •••••• 4) Large Missile Impact Test per FBC, TAS 201-940•••• :0000: 5) Cyclic Wind Pressure Loading per FBC,TAS 203'9A• ••• ,••••• 6)Forced Entry Test, per FBC 2411 3.2.1, TAS 20„, •. 00 9 0000* • Along with marked-up drawing and installation diagram of aluminum outswZio Frencl Soar w/ .... ;• Sidelite(OXX),prepared by Intertek/Architectural Testing, Inc.,No. F2613.VL#50-18, dated •0 ' . 11/16/15, signed and sealed by Joseph A. Reed, P.E. • 000 0 .0900• 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 •••• ,. . :•0 0• • 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202.94•• 3) Water Resistance Test, per FBC,TAS 202-94(see sheet 2) 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked-up drawing and installation diagram of aluminon outswing French door w/ Sidelites,prepared by Fenestration Testing Laboratory, Inc.,No.FTL-5938,dated 10/01/09, signed and sealed by Julio E. Gonzales,P.E. Note: This test report has been revised,i reviewed, signed and sealed on 03/2.9/10 by Jarge A Causo,PE. (submitted under files#15-061.1.10/#14- 0722.13/#12-0308.40) 3. Additional Test Reports:Test reports issued by Fenestration Testing Laboratory,Inc Test reportNo(s) FTL-3947&FTL-3955 per TAS 2-01,202.&202-94,dated 02/04/04,both signed and sealed by Edmundo J. Largaespada,P.E. and test report No. FTL-5164 per TAS 201/203-94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07,signed& sealed -by Carlos S. Roinda,P. E. (Submitted tinder file#09-0825.04). C. CALCULATIONS 1. Anchor verification calculations an:d structural analysis complying with FBC-2014 (5th Edition),prepared by Al Farooq Corporation, dated 08/01/16signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTM#-1300-02,-04&-09 D. QUALLTY ASSURANCE 1. 'Miami-Dade Department of Regulatory and Economic Resources(RE_R). E. NIATERIAi.CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc: (former E.I. DuPont DeNemours&Co.,Inc.)for the"Sentry Glass ®Interlayer", expiring on 07/4/,17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. DuPont DeNemours & Co., Inc.)for"Kuraray Butacite PVB Interlayer", expiring on 12/11/16. Ishaq 1.Chanda,P.E. Product Control Examiner NOA No.174114.03 " Expiration Date: December 16,20.18 Approval Date: December 28,2017 E-1 r , r y t 1 1 Y v, i E.S.Windows,LLC ; NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F: STATEMENTS 1. Statement letter of conformance to FBC 2014 (51-Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/01116, signed and sealed by Javad Ahmad,P.E. 2. -L'ab compliance as part of the above referenced test report., a G. OTHER 1. This NOA revises NOA#16-0316.06,expiring December 16,2017. •,,,,• •..... k 2. Statement letter dated 11/09/16 issued by ES windows,LLC requestin0g,9fle year couditional •• approval until completion of the test proposal# 16-0940 and agree to mmedial action!should••••'• the test is unsuccessful, signed by Samir Sabagh (Engineer-ES) •••••• • 3. Test proposal No(s) #16-0940,#09-0225 dated 06/17/09,#06-0411 daf:d N7/3I/0.' &:• 02/06/06 approved by BCCO. • ...... .. . ..... 4. Distribution agreement between Energia Solar, S.A.-ES Windows andJi8- nd6v►s,•EE•C, dtd•••;• 08/03/15,signed by Ms. Carla Garcia(MGR) and Andres Chamorro (1w.t4GR)re4 ectively.•• • 1. New Evidence submitted, ""•• A. DRAWINGS •• •• • 1. None. B. CALCULATIONS , 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11.iss-aed to Kuraray America, Inc. (formes E..l. DuPont } DeNemours& Co., Inc.) for the "Sentry Glass®Interlayer", expiring on 07/4/18. 2. Notice of Acceptance No. 16-117.01 issued to Kararay America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the"Kuraray Trofosil Ultra clear and color PVB Inter yer (Former Kuraray Butacite 8 PVB interlayer)", expiring on 07/08/19. 3 t' E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition),FBC 2017 (61h Edition) and letter of no financial interest,prepared by Al Farooq Corporation, dated 0$/01/16, signed and sealed by Javad Ahmad,'P.E. F. OTHER J 1. This NOA renews NOA#16-0316:06 for one year,expiring 12/16/18. ' 144 - , •�.��..� aq I.Chanda,P.E. Product Control Examiner NOA:N6.17-11'14.03 s Expiration Date: December 16,2G18, Approval Dates December 28,2017 E-2 r s 146 3/8" MAX. 76" MAX. OVERALL FRAME WIDTH FRAME WIDTH LO (4.) ANCHORS 3S 3/16" 76" MAX. 35 3/16" i (4) ANCHORS I° 73. 1 AT MTG. STILES AT MTG. STILES SIDEUTE WIDTH DOOR FRAME WIDTH SlI1ELCiE itJlDTti ' DOOR OPNG. WIDTH 1 Iz � I! I AND MULLION ENDS I 6" / f / l(I �3' 67' " 3PIVOT HINGES ztdtE i b" MAX- 3` 3" 3" SFALSE URFACE APPLIED 6MAX i rSEE SN 2�sSI,GPNT#NS FOR CAPACITY EUEDHEAD/SELL A CORNER CORNERS DO ` tp 0, ® L3 N v 71 ER 11,16 ! E I = \ 113 I •••• 7 •••• l �i (r?I LUSH FI�SH AFbSH _4730• 17 BOL1\ .•:•• J 8 •• •••• • 1 4 4� Q "I 1• • -IT; BOLT\ - - i! / �' I n �Q I•• .•• I! Ili 1i 1 � \ •••• A �� P I• I • LOCK 6PTdONS •::.•• >�M 2 'N_!`.• •• SEE SHEAT 2 •••••• Ida _ •• ••• FOR CAPAC 7� • • •• ••• LOCK OPI� S —_________ i I •. •. i � Of �'� a r j ! —` j{ I / SEE SHEET 2 •.1 604 �! I • ! r \ '4 / f f 3 !POINT Ili //' \ I �••i•� W r 11 1 •• FOR �+�'�YpA_CITY ! 7C / t ! iGCK EgUwi `Oom ;Irn`w° tI I i -----•'It�, -- -! Q W I'=W IW L3I •• • • • � ' am- _ 0 _ • J lt •• lz u . , / 11 r 1 jr� ; • u s {md ) ` II {} 1 i II I I1 c �uj ! t 2 f \ !i •P 1111 ! / 1 II j i I I! \, f/ I I G ( co pn 03 ci C? -=�-Tr----- IE f / ;T---- X ! i ! o ^ { ! am I \ ll : I I ! m I = It, i I 11 I' o 1 r ,US 1 I I II < 1 11 I `{ / ! I � ¢ iz, II VI i I 'BOLT� II '' .<� I , II , I ll . 1I I f .L SH h � II Bk�'�T I c� —j L z Ld fr FLUSH I I I I I I I \ I I // i (n (/) IN .- I BOLT Do ! 1 0 c ! �INpACTIVE INACTIVE aC ACTIVE i' VI , Q Z 1 1 m ,, BUTT HINGES o f r U3 �— 29 a/16" �� 2Fs 3j1b" ! dl i I 29 5/T I 1 <� SEE SHEET 2--/ 28 3/16" H _I EAD HEAD d I I o FOR CAPACITY D.L OPG_ `O c> I 1 D! OPG. D.L OPG. I I D.L. OPG. ! c� SILL SILL ! 33 5 16" i ' 3-6 13%16" ( / DR diAH►v 2 PIECE HINGES / 33 S i 5" I \`SEE SHEET 2 nod& ]] PANEL WIDTH r` LEAF WIDTH J PANEL WIDTH FOR CAPACI`.�' { XX ) ! !�II I I I uj < I I 1 0;.X0 ) 1,b 17-lilg•03 LOCI{ OPTION #1 ��zot$ '-C}C'� OPTION �2 j j f� MAX. FRAME AREA NOT TO EXCEED 97.58 SQ. FT. PER FBC 2014 ! I !"Im�- m ,rzz z 51. TYPICAL ELEVATLtfl1IS L- S , E� x �,s SERIES-3000 ALUM OUTSWING FRENCH DOOR TESTED UNITS APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS IvOTF% FLUSH 3OLTS ARE CONCEALED ON INACTIVE LEAF i 71H, OR WITHOUT S!DELITES. ACTIVE -1 �s SIDE ►_!TES CAN BE ON ONE OR BOTH SIDES OF DOOR. AND DETAIL ' ON_ LIJ4 I 01 I I::I a! SEE DETAIL'G ON SHEET 5_ v l THESE PRODUCTS AR;. RATE FOR LARGE a� SMALL MISSILE IMPACT. _ THIS PRODUCT HAS BEEN DESIGNED AND TESTED-10 COMPLY WITH THE i REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE i SHU I I ERS ARE NOT REQUIRED. DOOR LEAF WIDTH (X) = FRAME WIDTH — 2.8125" INCLUDING HIGH VELOCITY HURRICANE ZONE {HVHZ). / yI 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUS BE ! r Is• DOOR .LEAF WIDTH (XX) _ (FRAME WIDTH — 2.37 5") 2. _ ?; SIS I Ru�.T10NS: DOOR LEAF I IE!GHT FRAME HEIGHT — 2.50'4" v,If� ��r I�! I DESIGNED AND, INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO TI+E BUILDING STRUCTURE. USE CHARTS AS FOLLOWS. SIDELflE PANEL WIDTH = S!DEL!TE W!17TI-! = 1.875" Ii la ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWNONDETAILS, I STEP 1 ` F � `��tl1a!dsf��f �—\I� INSTA I ED PER MA.NUF'S INSTRUCTIONS: SPECIFIED EMBEDMENT .0 BASE D.ETERMI.N� DESIGN WIND LOAD REOUIREM�NT.3P ED MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE ' ! �� i/f ' a !i f ! 1 USING APPLICABLE ASCE 7 STANDARD. I" " ` `tet ' �/lj� A COAG DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. I }ev_BEV ... NON—METALLIC ANO NflN—COMPRESSIELE j FOR SINGLE (X) AND DOUBLE (XX) Dc uR CAPACiT11 5 ALL SHIMS TO BE HIGH IMPACT, ON—METAW SEE SHEET 2. ES FROM GLASS, I1iN6E5, LOCK AND 2 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METALUSE LOWEP. VALU SCREWS, THAT FRAME SILL SILL OPTIONS USED. t' — t`� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE EzpkMim lJI��Z� 7 (— `s . I I REQUIREMENTS OF THE 2 6c 014 FLORIDA BUILDING CODE ADOPTED STANDARDS. CG # i� STEP 3 FOR'SIDELITE PANEL (0) CAPACITY SSHEET 2.1. r{ 1 �, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION I 6 `• 4 = . . '�*" FOR A Silt SPECIFIC PROJECT, Le. LIFE SAFETY OF TrIIS PRODUCT, ADEQUACY I S7P 4' FOR SIDEIJTE COMBINATION WITH DOOR OR StDELITE : s em/ drawing no. OF STRUCTURE REGtiVINv THIS PRODUCT AND SEALING AROUND OPENIAll NG FOR SEF MULLION CAPACITY G`1ART ON SHEET 2.2. \� ''• 4`J°`. '' + _ WATER-INFILTRATION-RESISTANCE-ETC.' STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 `—�— — — -- — -- `— — -- /d�i� � •, `,= � 51 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE -ANALYZED SEPARATELY,, ! AND 4 SHALL APPLY TO ENTIRE SYSTEM. I t d d 11 i S j 11 met 1 of 7. AND TO BE REVIEWED BY BUILDING OFFICIAL. SIE WIDTH« C \X' DOORS { x1� 'n DESIGN LOAD CAPACITY - PSF (GLASS AIvTIJ HARDWARE OP1?ONS) I GLASS TYPES HINGES LOCKS ) Z 3 / I , 'B' & 'D' `C' & 'E' 'F' 'G' & 'H' OPTION 'l' '2' & `3' OPTION '2' OPTION '2' t o Z `6' IF!z AE HEIGHT FRAME WIDTH lu '!Q ca i I EI INCHES ,INC,,�1Es,; ;EXT (+`}'hNr (= 1° (+) INT. (-) EXE. (+) !Nr. (-} EX-1. (+) MT. (-) EXT. (+) itv?. (-) r�3(T. (+) INT. (-) EXT. (+) I EMT. (-) EXT. (+} INT. (-) � .Q J- 2 - j ? 37;-,17.2- + •�7D-0 ,�_;:B0,0 X90.0 90.0 1.00.0 120.0 70.0 80.0 90.0 90.0 100-0 120.0 70.0 80:0 100.0 120.0 0 ,-, '., a��o I 95-3/4 8 ua C Q Ig=5�g - - 90A 90A 10Q.0 S2C.fl 70A 0.4 90.0 90.0 100.0 120.0 7Q.0 80.0 ?00.0 T20.0 ! N �-� t'! tz O ti LL ] Lu NOTE: ! �• LLT SLOWEST VALUE SELECTED FROM OPTION WILL APPLY. cr $9`t ;•• ••• • •••�•• a �(j` dG ro'`I•• ••• LOCK OPTION i 2 •••••• I � "�'� !• • FRAMETM WIGT1 I _ _, _ _ - _ _ _ _ ••••••_ . I *"Q • ! • 0 •••• iU W • •• ° I 'XX' DOORS 06:90: •••••• DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) •• •• ( lS LOM •••••• sLLE` � �+'•?z.pj�a� v�I••.� ••• • ` Q)C �=E •• • • • 'A'. 'B' & 'D' 'C' & 'E' F' & 'Ii' OPTION 'i' '2' & `3' ! OPTION `1' & '3' OPTION '2' G FRAME HEIGHT FRAME WIDTH • • '� ! • ' • I I EST. +} INT. ET. ; INT. EXT (iINT. 1. TNT. INCHES INCHES EXT. Rvrr. ( (+' 1vTlE INT. •••• •� • - nti ••• � z�� L5ittLL `ii jI ri ! L ! j 90. 9D.0 70.0 80.4 90.D 90^ •0:. 90.0 700'1-3/4 0.D 80. 9D.0 j d.4 SO.0 95-3/4 • 7& 1 _ - 90.0 90.0 I 90.0. 90,0 7C.0 80.0 90.0 1 90.4 90.0 ] 90.0 70.0 80.0 90.0 90.0 0 I I { NOES: LOCIM-3 ,3ARDWA_RF: i STATER INI�' UR-A110 LIMITATIONS: it WHERE WATER INFILTRATION FES!STAJNCE IS. REQUIRED I z Ii + QPTION 41; ACTIVE '�: LIMIT EXTERIOR LOADS FOR ALL CIES AS FOLLOWS TRREE PIECE ALUM 13',117 HINGE BY 'ES. WINDOWS' OPTION STD- SI'+ = +70.0 PSF (X & XX DOORS) ! o ;�V L HINGES PER LEAF AT 11" FROM TOP & BOTTOM i H- , a z , T ,,. I SURFACE MOUNT DEAD SOLI LOCK BY `YALE' I RISE SILL = + OA PSF ((X DOORS] f 0 LOCK OPjlON 1 & 2 AND A, MID PAN +100.0 PSF X DOORS N FASTENED TO DOOR FRAME AND LEAF WITH � AT 45" FROM B07�M; KEY OPERATED ON S 'r,7 EXTERIOR AND THUMB TURN ON INTERIOR t o #10 X i" FH SMS � ! S ! EXCEPT .GLASS TYPES G REQUIRE HI-RISE SILL FASTENED TO ACTIVE ..E4F LOCK TILE WITH � {6} SCREWS AT FRAME, (5) SCREWS AT LEAF (2} 1/4-28 n 2-1/2" OH 1.TS I>`'�FOR ALL-Ct' €S- A Q ! OPTION 12: LEVER TYPE METALLIC HANDLE AT 37" FROM ="y� CD �I BOTTOM, FASTENED TO ACTIVE LEAF LOCK STS F �'� I tt c it Z � L- ^ FACE MOUNT 2 WING PIVOT HINGE BY MASTER ACCESSORIES' , , """"y1� 3A ({ i !3 i WITH EXTRUDED ALUMINUM BASE, D;E CAST ALUMINUM WITH {tel8-32 X ?-3/4" PH fnS. ! �L j i F COVER PLATES, ST. STEEL PIVOTS AND GALV. STEEL i 2.GOG I �, (j o -2 J I �' I NOTE' CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC'' 1.500 I ! u 'I'`I 0 Q t GL kSS `ARA'-STIES O�!�T#� S SH 1 ARE � BRUSHES AND SCREWS I � � � � � i �, ��Lj `n NF4NL.,4LLY OPERATED LEVERS MOUNTE'� Giv STILE'' I � BASED ON ASTM .Ll 300-G.9 (3 SEC. GUSTS) (2} TINGES PER 'EAF AT 1.2" FROM! TCP & BOTTOM I FACE, LOCATED AT 12" FROM TCP AND BOTTOM � -v-�� -y I AND FLORIDA" BUILDING COMMISSION F'�STzNr'J3 TO DOOR FRAME AND LEAF WITH FASTENED TO LOCK ST!L WITH DECLARATORY STATEMENT DCA05-DEG-219 5j15-L4 1" FH MS (2) PER WING i a$ X 3/4" FH SM1S (2) SSCREKS�E-91 BOLT STD, SILL He-RISK 5P_F �� o OPTION 431 I c0PTi0N j"2: "44 _ z 'ES BOAT (DR HAHN A701) DIE CAST ALUMINUM HINGE - " "2, SEH'- I 3 POINT LOCK SYSTEM BY INTERLOCK' AT - W o BY 'DR HAHN' I j i la 0 0 0 FROM BOTTOM i I G i ! (2} HINGES PER LEAF AT 6" FROM TOP & BOTTO'�! OANDLE. ACTIVATES DEAD BOLT AND SHOOT BOLTS f PRODUC'1 tte-ogw4w f'ROOUCr� z!V.I >�N=AGING AT HEAD AND SILL es cumplyieg Wink�taf%*I& D.L QPENINGS: v , Hs H Btddf Cede "' ylog wkkdes>i'i mtk ISN+. f i 5 I� EY OPERATED ON ExTER OR AND Jkl._ TURN ON AtL D.LO. HEIGHT LEAF HEI - 8.1875" (S v. BOT: RAIL) INTERIOR Acceptance Me Ill 3 =1 t c- ! FASTENED TO ACTIVE LEAF TOC.. STELE WITH pirs�tMs ik�Qe� fes, (e�l$ s ��-a3jl�b �a�i�a i't a D..LO. HEIGHT LEAF HEIGHT - 11.9375" (N! RISE BOT. RAIL) c K Ex too ��, j _ D.LO. W!DTr! LEAs W!t�Ti! - 8.625" (218-32 X 2' G?i MS fifi t --- �f I c y ! PTI0N f3 4 � . Miami - >WIDTHS: K' 4=tOIN�•�„� TcL�CK S�S7EM�Si�:IL FRAME WIDTH i LEAFVU-1H IDAYLiTL OPG. AT 3OM J�Si' ►+'IBY+Oy �i'wtrCoell� I N„I i`-`'F='! 3?-112" 2-8-11 '1.0' 20-1i i 6" HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS _ o c• % t ENGAGING AT *+IrAFi AND SILL 37-1/2" 1 34-111/16" 26-1/16- 1 KEY OPERATED ON EXTERIOR AND THUMB TURN ON �aNOTE: I NTERI OR /16" 28-. - JF°�'EvED TY ACTIVE LEA- LOCK STILE WITH 1 59-3;4" 28-11/16" DOOR WIDTH AND HEIGHT MUST lj .{ Aj i r MS TrEI iac 71 COMPLY WiI" " " PER EDC WHERE REQUIRED. 36-13/1 s" z8-3/1 6" !`.+T LEAF (RLR USE WITH OPTIONS 1,2 & 3) I/ CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC,' �I j _ MANUALLY OPERATED LEVERS MOUNTED ON �- a C'� I I� FE:'IC-FITS: DAYLITE OPG. NSIDE! I FACE OF LEAF STILE LOCATED AT t j STANDARD j Hi-PROFILE ' I 12' FROM TOP AND BOTTOM �i FRAME HEIGHT I LEAF HEIGHT BOTTOM RAIL BOTTOM MAIL I FASTENED TO LOCI( STILE WITH \ � �®� ; drawing no. 82-1/2� _ u _7t-13 -16"_< _ fi8-1 _t 6" - ;r8 X 3/4" FH SIRS (2) PER SOLT � ` r•H;O� $' �f �/ W04-51 Q5-3/4" 93-1/4" 85-1/1fi" 81-5/16" 11/� �A80' �\��` i sheet 2 of 7 �lilt� STATIOl\AP�' PANEL (0) OR SIDELITES i Ifw FRAME WIDTH DESIGN LOAD CAPACITY - PSF p iI ! GLASS TYPES �IIIIri I FRAIv1E EiGh! F!Z4>ti!E D7H A •B,• •�� C • F 'G• & '1i' Z WATER INFILTRATION i IGN LIM??'AI IONS: y c� Ff.f[N. INCHES EXT,(+) I.NT1-) EXT.(+) INT.(-) F T.(t} INT.(-) EXT.(+} IP�T.(-) me F• c, iQ I ?I ' WHERE MATER INFILTRATION RESISTANCE 15 REQUIRED Lu m z t ` E I E 33 I 70.0 I 80-0 90.0 •90.0 90.0 90.0 70.0 80.0 LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS a 2 STD. SILL = +70.0 PSF a a , 36 70.0 80.0 87.0 .87.0 87.0 87.0 70.0 80.0 MI-RISE SILL = +90.0 PSF ® � � U �� I 6/10-1/2 X 39 70.0 80.0 80_3 80,3 80:3 80.3 70A 80.0 If j \ a I I1 42 70.0 74-6 74.6 74.E 74.6 I 74.6 70.0 74.6 3 J ZOO 2.000 I 33 70.0 80.0 90.0 9d.d 90.0 90.0 70.0 1 80.0 �.. 1.500 J • . A•S'!�'' I • .•�• e I 7/0 36 70.0 80.0 87.0 87.0 87.0 87.0 70.0 1 80.0 l _� '••' I I • 9 d 8 .3 8n.3 8t3A. 70.Er BO.0 •••••• . �M 8 • ••i• 4 39 70.0 80.0 80.3 . d 44 33 70.0 80.H 87.6 87.6 90.0 90.0 70.0 80.0 STD. SILL �ffI-RISE SILL •••i•• Q a G G i •••i ( Q �- 8/0 •••• Q -a r- _ 36 70.0' - 80. 87- 87.0. _ - 87.0 87.0 70.0 80.0 _ _ �. _ _ _ _ _ __ • • 1 all 4M m I oil OPENINGS: • . ! 7 'Dell1 D.L. OPr I •• •• •••• 'J.L.u. HEIGHT - LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) NG'TE. �1 .� =ry a . HEIGHT = LU1F HEIGHT i - 11.E X75" (i l RISE 80T.vT. riAiij GLASS CAPACITIES D-L O. HON THIS SHEET A.,E� t� �•� i,�.��.... D.L.O. WIDTH = PANEL WIDTH "- 4.000BASED ON ASTM E1300-09 13 SEC. GyJST ! I AND FaORIDA BUILDING COMMISS.-'.ON ��i •••� co DECLARATORY STATEMENT DCA05-DEC-219 3:16" H.S. GLASS 3/1 H_S. GLAD !/R" H.S. GLASS ?/8" H S. GLASS o!1 C90" Interla•er = Lr) i .090" inter) er 090° ]nterlayer _ \ 090" }nt-PVB r 3 !, z;! n i SentryGlas �Butacite vB sutacv.e PVB ;Butocite PVB By 'Kuraray America, Inc.' \ By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' \ ay 'K.uraray Amer'-Cc, Inc-' ll �liU � Q � \\'� 3/16" H.S. GLASS \ 3/16" 'r:-S. GLASS \ --i/8" H.S. GLASS \ 5/32" H.S. GLASS } \ \ \\ �\ SILICONE ,; SILICONE a \ SILICONE ^ \ SILICONE DOW CORNING 795 €Iw DOW CORNING 795 I o 0) \\, �fDOW CORNING 795 \ DOW CORNING 795 � W �\ � r 4- I 1 m m la PRODUCI agAlcwtp -�' in z z ! _z with ePte ¢II z N v I tom„ iI 105 eomPIARM 111gig& o it Z 3. lV li II to ] 1 o I�^ 1: 'l I it BuidingCede o I� Z �`- I 31 , ,y p a /31, �Z II I Acee Na 1 ii .q i � \! � � P� � \ / �� I I� \ ht9��lB �f r3 iI j3 a 1 V. \ " ;; h \ In i l i� I/ '\ ` 'n / :!`.�l I_ ;I \i. 1 t?: tw �ll�.�B I t6 i�✓� ,Q ro FI o � i I .iO �l IL i w F�ViI { I j`��I Ii w GLASS TYPE 'A' �' GLASS TYPE 'B' � G ASS TYPE 'C' � GLASS II'PE 'D' ftooucfRrvwa b II I '�I�; '� 1 ., O z I 9� ! spliwt �, kb the� t I w 0 C-) f ifWttfA"j t (' li�la'`':vrl" � n sscC I1{i �� e�� 16 l I� a l�'.i I C-?/8" H.S. GLASS i/4' H.S. GLASS 1/5" H.S. GLASS 7-3%' 15" H.S. CLASS s o rc \\ \ OoO` interioyer 090" ,nterayer 000" Interlayer 090" InterloYer \ And Color Gloss - ntyGlaSc*iex ClearAd Color Glass Safiex Clear cr..ujG}as I s \\ By 'Kuraray America. Inc.' \ &Y Kuraray Arner'rca, Inc.' By 'Eastman Chemical Co \COY 'Eastman C emi rl Ca.' { \ I I \ '\ \\�\ 1f8 H.S. GLASS " CLASS \ L3/1 o H.S. GLASS ) � 1� ..;.-_- 1/8"`n.S- ;SASS CdII II lo1loi��Nl'frjl , T \ ` SILICONE \ SILICONE \ SILICONE 1 SL1COiFE ! L i \ 1 R \ p_, Ic io Iw. \\\, �. FDOW CORNING 79.5 jF. \v /J DOW CORNING 795 \\ ,` DOW CORNING 795 I� \ _DOW C.OtiAtiNG 795 0 4en f II'i Z Z I z ZU rn i yAll,i.,ti:f. �l - g 31 In co IL / ,^ Ill r� ro lc; f i I:� f rq /o 41 ,', 17 1 °�".••_ . I a�]I ,�r--3 ' '� I� I II (I j �� 5- IT ill ARE__I�i ' I i / I�� 1 I 0 tl 1 Ian Z a 30 U ,� • � a OF drow:ny no. f. GLF' GLASS TYPE 'G' ASS TYPE 'E' X GLASS TYPE ' GLASS TYPE H' �' .• '.} a ,•• ; I J i �. w C GLAZING OPTION5 fff/®�r��i`��\�` Isheet2.1of 71 OVERALL FRAME W. OVERALL FRAME WIDTH OVERALL FRAME WIDTH OVERALL FRAME WIDTH � 3 MULLION k � [ L DESIGN LOAD OPACITY - PSF c A A c c A I c A _ DOOR TO SIDELlTE TO I � 0 SIDELITE MULLION SIDE LiTE MULL F L TH FRAME HEIGHT UNREL4FORCED REINFORCED REIlF©RCER ' <; SIDELITE I:SIDELITE WID INCHES FT. IN.; EXf.(t)/INT-/-� EXT. + INT.(-} EXT. ' INT.(-) - 9 24 80.0 80.0 9 0 0.0 ' i �i r l %i I (� r' I 0 r; 0'- 0 0! I" C4 s 27 80.0 80.0 90.0 �\ NC 80.0 80.0 90.0 116.1 �(I s33 6/10-1/2 80.0 80.0 80.0 �80.0 87.0 I ® ; ` , I 8 �1 *Low i 0•036 0 • ' 80.0 80.0 80.3 39 ! ( I DOOR •4at'.R• I i �• .� • •:• 42 74.6 74.6 74.6 I I DOOR l DOOR I I DOOR _ FRAME I SIDES T E f SiDEL!rE FRAME SIDELITE FRAME SIDELJTE j SIDELITE FRAME SIDELITE Rf I I •�+!r • • 24 50.0 80.0. -90.0. . - -WIDTH- I WIDTH - WIDTH WIDTH I V4°!DTH WIDTH WIDTH j WID7Ii � WIDTH ' WIDTH �+h�� '0 N ,� ••� _ " ( ) ( , w•$'Qu27 So.O 80.G s0.0 OXO x0o xtX .... ' n B0.0 8 .v 90.0 XO0OX06.96.30 OXos•,rlC! .. .... • 7jG } 33 BG.0 80 I 90.0 •• •• i .c9 _ ul • .•• 36 80.0 80.0 fi7.G r OVERALL FRAME :�":iTH OVERALL FRAME WIDTH OVERaL+ EP.PIv1E WIDTH � •••••• • )�I •• • • • • 39 80.0 80.0 80.3 C C A C • • •�•••• 0000 I 18 78.9 = 80.0 90.0 I • • r • I�;! ii Ii' i ii�,r• /I• _\\< 21 74 80.0 90.0 71.1 800 27 8/0 $ .924 i b IH CE £ 80,0 90.0 �i�_!i\ I ?iwvz�1I' • • rn�rs� �II I I 30 3 55.0 I 80.0 90.0 33 62.4 78.9 90.0 If i I\. ! .' I I\ 36 i 60.1 I 76.0 87.01 �, E1cn � D \ / �J3 Irl t J i I i3rn � y i ' ! 27 `� it r (� [ ;� 27 , I :I� m i _ S I i S1DEL4TE COOK FRAME I SIDELITE I S:�RITE I SIDEL rn TE DOOP. FRAME c 3 10EtITE GO^vFc FRAME ! WIDTH W1GiH NJ!'JTI1 ; WIDTH WIDTH J WIDTH 'WIDTH i WIDTH11F i� OXX } ( OXXO ) XXOO .�I u OOnX :r'� :I XXO ) UNREINFORCED REINFORCE REINFORCED � Ij DOOR TO SIDELITE MULLION Cn-+_f1 F Tn Sr-D=L-TE IMM LIQ Ln Iy1i�I0iw I NOTE:. Q ( II o 0 0 PRODUC f REV FOP. DOORS CAPACITY SEE SHEET 2 S FOR SIDEL7E CAE'ACCTiES SEE SHEE7 2. � '� r its°-I I, 'r I lo � � � FOR SIDELITE tviir!ION CAD ACI^' SEE CHART ABOVE -(tty Aemm-ce ! 11r�1�I�1' r�' IU ,- Ci•�f di {I LOWER VALUES FROM DOORS, SIDELITE OR DOOR/SIDELITE It'r E MIULLION z Espk*d-lute ♦2/!l//� II�"�'I��>i"��I !� CHART WILL. APPLY TO ':ENTIRE-SYSTEM. 5 I Y}_ r 2 1 S1DE_I-E y`i"G'TH 39 5/8" MAX. _� � E' Y4'i7TH 39 Sl8" MAX. l " �� 1�� " � ��j1 I i S!DELIiE WIDTH r SIB L(TE } n SINGLE DOOR WIDTH SINGLE (X) DOOR WIDTH ' ACES cS`Lr ` i �II oII�I ar - j ri e II tu IS Ili 1 OF drawing ro. r _ SiDELITE WIDTH 76"-MAX. DOUBLE (XX) DOOR WIDTH ��1lI?!1t\�t` sheet 2,Z of 7 TYPICAL ANCHORS S SEE ELEVATIONI i l EDGE DIST. TYPICAL ANCHORS FOR 4t,1' � 1 BY 'n I WOOD SUCK SEE E2�NA730NS �--�' of i FOR SPACING EIDE IST I3 JL Ni€ w k1"21 y ��I < a U ! �a <f� I < a 1 ! -u. >n q ��- j = I } _ i! Y 0000 • 1 dh •• 000000 0000•• SNPED • 'SJIf .�p 15 I� 0Q $en{ IN PLACEi•• ••••i 4 000• • •013 3 (000 ••••0•• ��r• �000000 Z-j 00 00 LL p I, •• • • 4' AIN. 00.00• � Lu 6 ROW BOLT iu ••••• • •PCRETRATION - L 29 6 ; • • ••• (s 1 31 vE m I OPTIONAL r .IM Lo igg1�� I I i t II z I� i 1 I I is I t I i XIz XI_ !. Is f i c� I� !�, i< i) W l�e Ali '�I 1I - i I- L4 , LL X I I I I I �!� SIT f j 1 I !j I Pn.IJDV�.raN�Pi 1I�LJ � z IL '1,_ 1 1 as a mpb'ing�Nie IT rf* � +j 3 rn �, ! I iy�' o ! ! I C II SuidingCede r i Q4 �,� �I I • i I o f {".{ f fAempftnc*No 17-111q, xoFrsli09 DOW--1 Z a .. rn jj ! r i R 1 I r� i I !gyp Q i ! N E' 6A) ! {!) I i MMUC i R� 1<1 Aa Wk6 lat:plort ` � � ! ' t i I I I 1 � i I i bas�s.�_i",.•-3t i f� � z I sio IL i ��,� f � ! i 1 j aa�:a.rP Ika f�-�Sf •IB i�s�l� 28 i I I • �]� � I 1/2" �IIN. I�� 7� ,��•� r t�i � �V �'�I z's I I 111 I Q-15) �t ! I 1 T! 76W 3OL!_ n 3 .I I I y i I Ii r FE'IR7O5IL� L N PLACE PED(!F i j jCl�1�l ii 22J i 3S ! I i3J i 3 t=41 I _r L.r-• F. IG: lNlNfi7I HI—PKOF� BOTTOM RAIL kO CO I APPLICABLE TO STATIONARY I•��I io o o o1-1_I -• '. � �1} I��., r--� �--_• � � ;i! � �I`h_. �+ . �---_-�---1 � I� � � AND OPERABLE liN3TSEf) Ln 7 i 5 t 3 -FL -i E til 4 � I !� ht I :Q•; :;o: :a HI-RISE FR&ME SILL :. a '...Q•. APPLICABLE TO STATIONP.R'+ /` rl Qa I � I.G -_'"A/ �I �A tea; AND,OPERABLE UNITS l i '"t` TYPICAL ANCIi6Rs TYPICAL ANCHORS 3/16" X 1-1 f 2" V. c EL_EV. FOR SPACING 3/16" X 1-11/2" SEE E!EV. FOR SPACINGWEEP SLOT i IAu t � WEEP SLOT I 2/ SII I AT XX DOORS drawing no i/SILL AT SIDEUTES ! I/ SILL AT X DOORS Y�O`�'�5 EDGE DIST. — - - I EDGE DIST. —� —� STATIONARY tiNiTS c?PER4PLE UNITS — ��® ��\o\ sheet 3 o 7 tin EDGE DIS, TYPIC TYPICAL Awl4CHORS AL ANCHORS SEE ELEVATIONS SEE ELEVATIONS _� !? i Y j FOR SPACING FOR SPACING d m v EDGE DIST. 3 , �dETAL Z as / o I I rE MWMI–DADS COUNTY APPROVED STRUCj N 1 a Z g I ZI (SEE BELOW) MULLION & MULLION .-NC%,ORS Q 1 3 / I SEE SEPARATE NOA Q 04 c3/ ' EDGE DIST. `i O a Il O 'yon I 1 I 10 w v U _Y X 71irl, a°w iIx �; x an w ^---� �� t WOOD BUCKS AND 1 ETAL S 1 RUCTURE NOT BY ES. WINDOWS..1 0•. � fjY• � o{•• •o• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM .�•:.• Q 4+Q �+ �•� N °� i AND TRANSFER THEM TO THE BUILDING STRUCTURE. ••• © 0 • - I �•Wz Zj LL • TYPICAL ANCHORS 000000 SEE ELEV. FOR SPACING k Fr I r gyp• c7 tp I• ••• TYPICAL A, CAORS: s_� ELEV. OR ACING •..••. � .ch a , • Rt { �` "`O (. _1— I ?--?55'uct) • • • " \ ul tp - N t -• 1/4.'_A. U• ON 51:,- K5, i.v� ... WOOD ta' r_t--GR``W-5'09'—JST, L - r^ - • • ••• i 1-1/2" MIN. PENETRATION INTO WOODJ1 t ,4 IAMtj5, •• • 03I • i THRI t 1 BY BUCKS INTO CONC. OR MASONRY • 1-1/4„ 'IN. EMBED INTO CONCRETE (HEAD/JAM?S) {-i/4nMlld. E BED INTO MASONRY (JAMBS; DIRECTLY INTO Cv NCRC E OR MASONRY 1--•1/4" MIN. EMBED INTO CONCRt;t (HEAD 'SILL/JAMBS) 1-3/4" MIN. EMBED 11\1710 GROUT FILLED BLOCKS (JAMBS)' i i Z t�J LL! . ?4"sh1SO4SELE �iNG-sEWS (G�aoE '2cRs) INTO MIAMI-DADE COUNTY APPROVED MULLIONS I - OR ? Ilp � I INTO METAL STRUCTURE'S (HEAD/SIL L/JAMBS) I o �Z ALUMINUM: 1/8" TNK. MIN. (6063-T5 MIN.) ; M °� z o STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN) r N �II V} o 2 (STEEL IN CONTACT WITH ALUMINUM TO IRE PLATED OR PAJNi, ) 1 � ji U.-in 0.) ti TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. ' I f INTO WOOD STRUCTURE. = 1" MIN. I I In ff �I { INTIO METAL STRUCTURE = 3/4" MIN. �I I• mILIo u! WOOD AT HEAD OR JAMES SG = 0.55 AKIN. I ^I, o o' IJ olU � U i.ONCRFi E AT HEAD, Seti OR .lAM3S r,'c = 3000 PSI bli;v. 3 v-90HOLL rW j Fill E S s�CK Ai- JahneS f m 200.0 PSI MIN. i �i Iivj�i1' '2 ,t L Irr,�l 131 I .. � ! SE_ADAIv f S_ I`•� I ALL JOINTS AND FRfiLV-E CONNECTIONS SEALED WITH i, wi a j a I 1,O{��IN I•'�.I I^ WHITE/ALUMINUM COLORED SI.LILONL. o - i JICr—I ' Y I PRODUC! itl svBw,to cI' -i=Ell as canplyieg with the"oricw J Building Code Acceptgnee No 174111/_0 q� ,� \ IofI II Ii E:plraHos�aCe 2 /%.�,� .1 OEI�d�� teal• N$A—dies with rtic E7mua ! 2OP drcr ing 1110. - 4 W04-51 //r!liittl0 rsheet 4 o 7 0I� (FLUSH BOLTS AT ACTIVE AND ItiAC T IVE LEAFS *4 1 MUST BE ENGAGED' DURING PERIODS OF HURRICANE WARNING) d I ��. I3 f o �ZI I X Lu 1/4" MAX. . . CONCEALED FLUSH BOLTS -�I #10 X 3/4" SMS (j AT 10" FROM EACH END.11 Ci CONCEALED FLUSH BOLTS Q o a Co SHIM n �� 0 6" FROM ENDS WITH LEVERS ON STILE FACE�( � �1�2� AT 10" FROM EACH END � 0 4 O.C. MAX, WITH LtNERS ON INSIDE FACE ! L W 4 I TIVE f dt LL 13 13 ACIN-ACLEAF ••• I � II•• ••• TIVE IEdk Icbi 4 _ ^ 221 d) I i 16 34 lfi S \ 1 •••••• I Qda �IO : ••: I I I rte= 3O c •••• I dS }—y �• d / ; • . Q. WX I I •••• i� -j • •• J • �I I `-`� S•J ti f S •••••• 'M IL Ni I•� •• F ? I _ _ _ _ - • • .4•_ O L rIq �1 —�, 000 (,25) • 1 . • ;•---- '\--• 3D 000 21 201 I i LOCK OPT ION Y? CD D.L OPG. HINGE OPTION k 1 I = II I I LEAF WIDTH _I I f o ! � SiDELIatt r^ANELW.;uTH OVERALL FRAME W1DTl i i EXTERzoR ' S V F- TYPICAL ANCHORS / OPTIONAL REINFORCING I.C) 3 SEEELEy_ SEE SHEET 2.2 FOR CAPACITY OXXO r O 4- FOR SPACING 96" X 2" X .96" X 1/f3" i o I,0 m i co FULL LENGTH STL. CHANNEL _ (CARBON STEEL TO.BE PAINTED OR PLATED) �i c �I L 3 POINT LOCK SYS ORMCONCEALED FLUSH BOLTS n AT 10" FROM EACH END ch w I, 4 PAINT LOCK SYSTEM�,, Y WITH LEVERS ON INSIDE FAC, I II w M E!�'0I0 �' L•• i ldil l � r .-+ II I Ilii17 Wi4IW I I I f � `'�� 1 l i 1 I I I �Z_•� � �• I I� o l j l c l a � Ei Imo' I PI` a i low �I �- - f 2� i nCT111� LEAi _ I `ft IY-AC;T9E I.FAFj �( �GEOPiOHINGE OPTION 12 CK nII•o�C aNIrN IFDONS 42 & 43 an�1i T� • Q]�At �? f lit PRaDUCI fiitS�t�wfpi� y�� •y• �C3 'fs� ' o I � � o as comgWeg with the Gleaioff �� ' •� i ( � Sulding Cale Expiration 't -iii 'p3 !` -2 �, � � R¢rtytsare ldt i a •Gfa - - �� , drawing no. �:4 ;- � �et - \%,� '• . y...- 0 x ' --51 1t1t ` 1sfieet 5of 4mmuj�W TYFiCAL'ANCHORS J l u) SEE R S ACING 18Y 1/4- MAX. � �W.OQD SUCK I IM 0 I Q \ { 1/4" MAX., >� �' SHIM SPACE Y" 2 2 ! -Iq �� a I . 2� 0WOOD6y .. � � +N! .� V Q13. I ACTIVE L�� W00�IF P. STRUC tfRE U ri, T — i�1 •• • V y a 1- - X34 16 i + + •�•••• �• � t9 0 li • •••• _ ::::a - . ...' r 4 i 9Qv 660000 e 1 1 • • cat I Li L m • Lu 13,@9 I • 02 •i�I •••• TYPICALANCHORS ••- LS000• • EE . •• FOR SPACING\j✓ % rcIj ••- � I1,i D.L OPG. LTYPICAL ANCHORS 1 I o Ij / SEE ELEV. j 1 c�tiAL FOR SPACING j i J1 RUC l�.IRE L_____7��LEA�FWIDFR�j t i i M i . ,a 1 39--5/8' MAX. FRAME WIc>>II I Z(! w —. EXTERIOR LOCK OPTION 1, OR 3 ` I 3;: ri n ' OPTION 1 SHOWN j I o �f GO ( X 34 2 l � r � a o , ! no OPTIONAL TRIM 7- CD, V i u :n �� 0-0 &DELITE TO SIDELi i t I OPTIONAL REINFORCING i II SEE SHEET 2.2 FOR CAPACITp ! g 1 _96" X. 2" X -96" x 1/a (27 : a I I ' i FULL LENGTH STL CHANNEL o (CAR-PON STEEL TO 8E PAINTED OR PLATED) S L) 4 KIWI. '1 i ole : wft- f 3ACTIvTRAF ja�7� ��3 4mdrs:C < IoI��ENIRI�nI { i II ,t) Itn I"I-= 0;o o;o o Ii '�' It�io.T Inc i ��I `' VIC-1 f_J �'■ �--- `—"tel i:- .tz \� T� y. n 34 2!` 0-2 (all ,LOCK OPTION 1, 2 OR 3 \ ®�. S F =��P� drawing no. j OPTION 1 S8OW4 \�e •••' .,.. �a ® �� W04-4 �i f�O �a$� ��` I sheet 5.1 of 7 ' 3 ITEM # PART # I QUAINTITY DESCRIPTION ! MATERIAL MANF./SfJPPLIE.R/REMARKS 1 I ES3001-1 1 FRAME HEAL' 6063-T6 - 2 ES3001-2 2 DOOR FRAME JAMB 6063-T6 -� !0[ 3 ES3002-1 1 FRAME SILL (ST4NOARD) 5063-T5 - z y ji 3A ES3025 1 FRAME SILL (HI-RISE) 6063-T5 - � 0 � c`O*, tip z ul 4 ES3003-1 I AS REQD. ! SDELITE ADAPTER ! 6063-T6 - I Z y �t 5 ES3004 AS REQD. I SHEAR PLATE ® ANCHOR LOCATIONS 6063-T6 3" LONG O O G c 0 6 ES3005-1 2/ LEAF TOP AND BOTTOM RAIL 6063-T5 - u P%1I t' 6A ES3024 2/ LEAF HI-PROFILE BOTTOM RAIL 6063-T5 - 1e 0*-t. IL 7 ES3006-1 1/ 'wAl- DOOR LEAF JAMB - HINGE SIDE I 6063-T5 - • • 0•ej•�t) • 0:0 8 ES3007-1 i/ LEAF f DOOR LEAF - 'LOCK SIDE 6063-T6 - •• • I y��` •• 9 ES3007-2 l/ LEAF DOOR LEAF - KEEPER SIDE 6063-T6 _ •.• •• I gc•� M C • •.• 10 i ES3008-1 AS READ. SIDELffE STILE 6063 - • �i• r�� ' • • I Q a.•0 ,.l ... 11 Fa-1202-914 f _ 2/ LEAF CONCEALED FLUSH BOLT S=., _ SULiJVAN Px ASSOCiAi c••s _ i � �,-Z O M •• - 12 FB-1202-9142/ LEAF CONCEALED FLUSH BOLT { STEEL I SULLIVAN & ASSOCIATES•••• f (p •;Do* 13 ES3011 AS REQD. i JAMB TRIM 6063-T5 OPTIONAL •• •• ! ; . z• 2 M • •• • E 14 ES3012 1 ! SILL COVER 6063-T6 - ;••:•: I Z mIc Lu Ob Q • 15 ES3013r P R 5063=;8 - I I. •••••• , Z� LEAF Wi1:THCC!J:iY ADy. ;Lc, � 16 ES3014-1 4/ PANEL PANEL CLAMP 60.63-T6 - • • • •••• •• • _ • • • r i ^ 17 ES3003-3 i 3/ LEAF HINGE ASSEMBLY 6063-T6 { SEE SHtt�'"�T 2 I v f �••• ;n ]] 17A 2/ LEAF PIVOT HINGES I SEE SHEET 2, MASTER Of I 179 i M701 2/ LEAF DR HAHN 2 PIECE HINGE, AT 6' FROM EACH END DIE CAST ALUM 3 Si:E SHEET 2 g co 15 - - DOOR LOCK (SAVANNAH 201 SL) I YALE: 20 I - I - DEAD BOLT LOCK (PREMIER) YALE 21 W2232ING AS READ. FIN-SEAL PILE W'STRIPPING - ULTRAFAB 22 ES-302,C) AS REQD. BULK WEA HERSTRIPPING V!NYL I AT SIDEL17E PANE]S j z Lj 23 - l/ HINGE HINGE REINFORCING BAR i ALUMINUM 1-1/4"X1/8"X4-1/4" LONG �E; � 1 24 - AS READ, HINGE REINFORCING BAR ALUMINUM 1/8" THK. X 7-7/8" LONG I o+I to 25 - 2/ LEAF 3/8- DIA. THREADED ROD W/ NUTS STEEL - I G � hM-y I f cc 26 - AS REQD. FRAME ASSY. SCREWS - #10 PAN HEAD SMS ? o ? �I 27 - AS REND- ! M.ULLION REINF. CHANNEL (LENGTH = MULL HT. - 10-'f A36 STEEL 28 ES4014 i AS REQD. BOTTOM RAIL GLASS STOP I NEOPRENE - I!f v>i p " 29 r X4019 AS REQD. PANEL S!L ICONG STOP NEOPRENE - i !'Lj 10Lj 30 AS REQD. 3,/8" DIA. X,1/8" HT. BUMPER � SIL{CGNF DWEE FRANK LRUSBER C-0). ��it 3i FS4-013 AS REQD. i WEDGE GASKET. SILICONE/EPDM TREMCO 31A I ES-3000-GOl AS REQD_ I WEDGE CASKET SIL{CONF-/'=PDM ; TRUtCO i' 32 ES3022 2/ STILE FLUSH BOLT 1;?'ACkt I 6063-T5 U t!z 3.3 2/ BK T. f BRACKET INSTALLATION SCREWS I - � X10 n 1` F}i SMS I `- m!� 1, __T 0. 34 Q/LON AS REQD. DOOR PANEL W'STRIPPING - SCHLcGR I o ��;d l 11,10 i I 35 - i AS REQD. j 1/16" X 1/2" GLAZING TAPE URETHANE SAINT GOBAIN t� +01. 1! 0i. -1 I 36 i - AS REQD. 1/8" X 1/2' GLAZING TAPE UP��iHANE SANT G03AN jvl ` i l f::,Z I� z E �I f ;ts! � � cto o!c - PItOIiUCI t2L;aB>.YIr+� mj£r +�- �. f'��;.t ia�i � i_•Y. Irl 1 as complying with the4ltfrles � �.fr �� •r f Buldinj Code rf �- +( 9 I!• � —1 - a - Acptance Ao (C( !j "%- Expiration � f• r °��:f ;`� aft. al 6 a ST `% drawing no. 51 io W04 /,/III!l t t%X%N sheet 6 of 7JI 300 V) -46o 1.779 MATERIAL SILCONE/taOM 0JII 3 4fi140 HARDNESS 7025 -125 ! � 2.000 - '., Jt b _ Iii .078-+ _ O t, I 0 ;L ` �I r-2.125-, met- �' �n FRAME HEAD/JAMB_ - 3.350 .«5 .... 07s -m.375 7 MULLION REINF. CHANNEL I I •• c.j 1.608 I 688 + �� + •••••• d'i M p f •••• .395 -�- •••i•• `f �O, dQ •x.10 • I � - .160 MATERIAL - SILICONE/EPDM j 0 p cQ ♦ •••• 38Th I 485 HARDY LESS = 70±5 •••••• 10:�� II • 4 I I 574 x.312 .••• ! �• Z O a,. • • I l y ••• F�1..5D0 �! 588 �� ••:••i { �i iGJ•t'Ax p ••• u SHEAR PLATE des .••. 5' WEATHERS ADAPTER • •••••• ! z Q I •• -2.125- I Fr,�, GLAZlA>G GASKETS ( : • : I Q.ut aN �; *..••. i II � � � SCALE i:i1.7,o 1 00o I - - -- � •...: . . 11.� r I +i :-Z I! .800 045 1fI { �. .852�T � -� I I I� Ff = I! L7 I- 1 OED '4.OV.� I I 1{{ f . 2.�+'� I L ] I� ! 3.500 I ( 5/16" DIA. ( II 1 j L !1 II PIN- i' + I I ! Fi U x t3, JAMS TRIM (OPTIONAL) , STEEL �I f3 v U I f + 3-375 � 1.1121 11 d- -�1 .590 ( I 3.209 I j Q ! l � I� aMd TOP/BOTTOM RAIL I �- .250 E -a ( � I II � ! � � PIZODUCl+R"ap tv I I M I 2.000 I i I \/ r 7i3 C•� �> ! I Ki!I{ " 2.674--� U �. 1 ! �I Ls a I i I n � ! 391 .I�- I Ar cee 0 .o Ld -' " 3.&02 ,=` ) piretirte(}rtte f1 L -.078 I� 395 � +�6� PANEL CLA=MP I l t � a I B �. s }4 75C y19-2.000 1�i 3 PIECE FIiNGE , DIE CAST'ALiJMiidUM HINGE 1 PIVOT HINGE h4lamlowe eodectC`� � ��►`!�I T- F 2.163�-l- 3.350 590-@I 145 .078 �APcciOev'D"-,UyC�f iw.►�Y<irS� SIDELI175r 213 SXi L 145 500 1adc553 .094 t�i 47S `` .078- 4.000 .927I SIDE rtltcC t�iw�-'.'�-r�,I;;1{IsIU;3II((~jI�I��`^c�©i IIt,!'��..lii!•lI(z.Kozm. fII rI LITE STILE i ! r' FRAME 1>= fLL (STD.) I v_ SILL COVER 7.250 d ----4,625 - I 7.750 w 1-954- 913 954 913 x.094 I. _ 1.145 .490 7n7 +iI 90 1.984 a1.750 750 2.000 !�-.5A �R !;'� mg !�a l�I.'�Y.W4.000 0914 I! j .913 h4 _ _ I�1.750�1 4000 r� ��. 4rJld9S3, 'as�'� (j Y104-31 �� - HINGE STILE OO LOCK STi.LE/KEEPEt� STILE HI-PROFILE BOTTOM RAIL FRAME TSILL„(HI-RISE) 'to 3 1,26 I � tS I��• IN i • C? Q o ; ...; • 'CAS !— — — !I f E _ _ I I •••• �fr a N p N I. •. o••• I �� + ' >I �7r '•• •• Z v • s••• ou I III ( I � �'— C � .i •• i2�r, '1 II I I� `� ��••:•. I i'S i0 Q '.Ji I • � N T I�•9si G,+� .� I f I I • • z � � •I •••• FRAME TGA AOR+v_R \ SIDELITE A APTER TOP CORNER •••••• ! I� • IN 0. II w L<_ ' 01 I� IIIWUUU I II I � 1 =1�n � F7 q � S2 jl � i AL SEANTS: � tm lit M �� II •�a ; IIf � � � v ALL FRAME AND LEAF JOINTS AND SEAMS SEALED WITH I � I ilI it � II LLJ DOW CORNING 791 SEALANT. ( III ! STATIONARY PANEL OR DOOR LEAF CORNER = 'ZOELITE CORN z v w o Lj f + IIS I li! I i� IIS Qls 0 # In to � ! �� III 41 �t0:Zzi CI�r t-� 11 I ISI �i SSI (J. ilt i I 8 2D }�l I ! -G41ICi f r I lL$' it II M � ll` ic�'rl�l � Affiance No-� "lfl 1�6�3 1 am comaj,62 70 Lei R 1. U �� •, �`/ dr-owing no- I SIDELITE ADAPTER BOTTOM CORNER-- -� - - i - - - -- - - -1=RAME- BO-110M CORNER- � �, - - _ t„odec:C �t/��!�� >y►!il ,Sheet 7 of 7 i I Y r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publicat■■ions r FBC Staff BCIS Site Map Unks�Sean F d M � Product Approval rUSER:Public User r` 1 Product provalSlenu>Pmd11=Lftpkation Search>8polication List>application History>Application Detail FL# FL18411-R2 Application Type Revisi n Code Version Application Status f'Approved w--. Comments t Archived k Product Manufacturer Mr Glass Doors&Windows Inc. I Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris ulises@mrglasswindows.com • t ,Technical Representative , r Address/Phone/Email k , C :Quality Assurance Representative Address/Phone/Email 1 Category Panel Walls Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer [s Evaluation Report- Hardcopy Received r Florida Engineer or Architect Name who developed~ JAVAD AHMAD the Evaluation Report I Florida License ' PE-70592 Quality Assurance Entity Keystone'Certifications,Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. •• ••� Validation Checklist Hardcopy Received Certificate'ofIndependence •• •�FI:18n1i I jCI S;'IAG-6000 WW(LMI)-CI 2017.pd 1 Referenced Standard and Year(of Standard) Standard Year. ••• •:• AA14 kV ; •'• .2005 • • • TA0201i • i•i 1994 ti �'• T46.202: •• 1994 TAS-203 1994 6! • •• •• • • • •• •• j r {� � L e R Equivalence of Product Standards " Certified By Sections from the Code, f l Product Approval Method Method 1 Option D Date Submitted 02/13/2018 x Date Validated 02/13/2018 + Date Pending FBC Approval 02/19/2018 Date Approved 04/10/2018 f Summary of Products _ -- .......................................................-.......-.......-..........-- - -----... ............................... _.. --...._.....- FL# Model,Number or Name Description —......---— --- — --....._.....................----........................................ ...-- 18411.1 Series'MG-6000 Aluminum Window Large Missile Impact Resistant Aluminum Window Wall e Wall System System. Limits of Use I Installation Instructions Approved for use in HVHZ:Yes FL18411 R2 II SS-MG-6000 WW(LMIJ2_Q_I7 DWG Approved for use outside HVHZ:Yes W15-71.Ddf Impact Resistant:Yes Verified By: JAVAD AHMAD PE 70592 Design Pressure: +100/-145 Created by Independent Third Party: Yes Other: See installation drawing W15-71 for span vs. load Evaluation Reports combinations and installation details. FL18411 R2 AE SS-MG-6000 WW(LMI)-PAE 2017.odf Created by Independent Third Party: Yes *. • z Back Next , l 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 mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish tc 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 unc Chapter 455,F.S.,please click here. Product Approval Accepts: ® ® © l ® i r Credit Card Safe E , S r -t • •r• ' • ••• •+ • I • •• •• • • • •• •• D. L. OPG. D. L. OPG. D. L. OPG. D.L. OPNG. SEE SHEET 2 SEE SHEET 2SEE SHEET 2 SEE SHEET 2 x mW a mW n mm A A g ax 0 co U $ $ to to M m Z r F LLI� (d a Q IL 1> O QjN1-0 U 04 0: 0t a 10 N hd > d d 0 d! r a 7r a Z a M 0 WQ M M m m m� �to=LL a UZZnI` c� c� c� � _LIJ • U O (0Q • W W Q O O W W W �/• �/• �/ W W_ W �/• •Q O • 10 m W •• •• WO ~U wN (n W Zto ••& z W01 H • 11 m W m O W = N O J O • • • r.i Go LLI W cn O W to W m O W (n W m W N • O N N � Q ••• •• O •1!• :• N • � W _ � W ' • • J •m• •• O X N . V •• • L-j • • N O O N • 2 ZW 0 it C C � O N N 8 o CD M O g cn co 4' 4 I o -- 1\ // I N O _� v Q J HEAD/SILL I "6- 4" I HEAD/SILL i w r OPTION WITH CORNERS TYP. i CORNERS i vj ' JAMB ANCHORS 4' ANCHORS TYPE A. B OR C I ANCHORS TYPE A, B OR C 4' ANCHORS TYPE A, 8 OR C TYP. 2. 3, 4 OR 5 AT EACH JAMB --2, 3, 4 OR 5 AT EACH SIDE OF MULLION TYP. ��-2, 3, 4 OR 5 AT EACH JAMB SEE SHEETS 5 THRU 7 SEE SHEETS 5 THRU 7 SEE SHEETS 5 THRU 7 SERIES MG-6000 TYPICAL ELEVATIONS ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT SINGLE '0' PANEL: oN N SHUTTERS ARE NOT REQUIRED. - INSTRUCTIONS: FRAME WIDTH = D.L.O. WIDTH + 5.0" o � o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE USE CHARTS AS FOLLOWS. FRAME HEIGHT = D.L.O. HEIGHT + 5.0" y o 0 REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE N Cl INCLUDING HIGH VELOCITY HURRICANE ZONEHVHZ . STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED _ __ V ( )� ON WIND ELOCITY, BLDG. HEIGHT, wlNo ZONE usiNc - PRODUCT COMPLIES—WITH REQUIREMENTS OF ANSI 297.1. 1BY OR 26Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST 8E APPLICABLE ASCE 7 STANDARD. DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIEDPRODUCT LOADSSEE CHARTS ON SHEET 2 FOR GLASS DESIGN LOAD LARGE MISSILE IMPACT °' o TO THE BUILDING STRUCTURE. _STEP 2 .2 o N N CAPACITY. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILSFL #18411 0 0 , m AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE STEP 3 CHECK MULLION DESIGN LOAD CAPACITY FOR A GIVEN MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SPACING AND HEIGHT USING CHARTS ON SHEETS 3 & 4 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. SE ANDCHA ��\ /// A-'INSTALLATION OF CONTRACTOR TO BTHISEPRODUCBTEBASEDFOR TON THISHE CPRODUCTREVALUATION ` '�/� If A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ®•°• STEP USING CHARTS ON SHEET 5 THRU 7 SELECT ANCHOR SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �� ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. PROVIDED HE/ • • uGENSF••'• �� IN OPTION WITH DESIGN LOAD CAPACITY MORE THAN DESIGN ON THIS DOCUMENT. I ao a MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT LOAD SPECIFIED IN STEP 1 ABOVE: B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF o n ~ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR SECURED JAMB OPTION CHECK JAMB ANCHOR ALTERED BY ANY MEANS. No.70592 o a REQUIREMENTS OF THE 2017.FLORIDA BLDG. CODE & ADOPTED STANDARDS. 'STE� CAPACffY USING CHART ON SHEET 10. C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED - e Al THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) THE LOWEST VALUE RESULTING FROM STEPS 2, 3, 4 AND 5 FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER ; FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED ® A drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR •ENGINEER TO THE P.E.D. ENGINEER SHALL sueMlT TO THIS LATTER THE SITE . SPECIFIC DRAWINGS FOR REVIEW. �i ORIOR°. '• ®�� WATER INFILTRATION RESISTANCE ETC. THRU STEP 1 SHALL APPLY TO ENTIRE SYSTEM °•''°••••• � �� W15-71 CONDITIONS NOT SHOWN- IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, FOR SYSTEMS WITH UNANCHORED JAMBS, USING SHEET 9, D-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF AND TO BE REVIEWED BY BUILDING OFFICIAL. DETERMINE THE MIN. & MAX. GAP DIMENSIONS. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ///®�i�i\\\\` sheet 1 Of 12 0--l-A. n/4'3~40 GLASS LOAD CAPACITY -..PSF - - - WIDTH - WIDTH _ 1/4" HEAT STREWD GLASS LL __ , 1/4" HEAT STREWD GLASS - GLASS TYPES n NOMINAL DIMS. 'GiL' & 'G1LI' 'G2L' & 'G21I' F .090" Interlayer .090" Interlayer Trosifol PVB SentryGlas 'Inc America 'Kurara Inc.'America,A ara 'kury mr , y y , . m W 3 O.L.O. WIDTHD.L.O. HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) By Z �y n 001 45" 70.0 70.0 100.0 145.0 Z M Q 1/4 HEAT STREN'D GLASS 1/4" HEAT STREWD GLASSW a I r 48", 70.0 - y 70.6v 100.0 145.0 j x a r 2 N 0_ 51• 70.0 70.0 100.0 145.0 �' a a IL o c 0 54" 70.0 70.0 100.0 145.0C4 z m O N 57" X85" 70.0 70.0 100.0 145.0 1 M j. j. M rn w rn w Q. 41 LL 60" 70.0 70.0 100.0 145.0 O % 8 1 j 8 j Ij 0 W 63" _ 65.0 65.0 100.0 145.0 i ! 7 j jl 7 (> > 66" 65.0 65.0 1 100.0 145.0 ! I� ! I� 0, 0 69" 65.0 65.0 100.0 145.0 j; ! ! 0 a c A 45" 70.0 70.0 100.0 145.0 0 z of n 48" 70.0 70.0 100.0 145.0 Z u. 51" 70.0 70.0 100.0 145.0 •- N = o 54" 70.0 70.0 100.0 145.0 SILICONE ` -_�� 9 - SILICONE 9 •••• �p Q j • 57" 91" 65.0 65.0 100.0 145.0 DOWSIL 795 `' 4 DOWSIL 795 •••••• 012 •• :• 60" 65.0 65.0 100.0 145.0 �� GLASS TYPE' 'GIL' GLASS TYPE 'G2L' •••:•• - 9 16" OVERALL LAM. GLASS- 9 16" OVERALL LAM. GLASS•••••• T. .. •1 •: 63" 65.0 65.0 100.0 145.0 / __ / •••• _' Z •R • �'"' • 66" 65.0 65.0 100.0 143.0 ,.� _ •••••• 1� • •� • 69" 65.0 65.0 100.0 137.0 - •••••• •Q • 1/4" HEAT STREN'D GLASS 1/4" HEAT STREWD GLASS • • • O 45 70.0 70.0 1 4 • • Q .9.1:• 48" 70.0 70.0 100.0 145.0 X22 51" 70.0 70.0 100.0 145.0 .090" Interlayer .090" Interlayer ••• 3 •v • Trosifol PVB SentryGlas 54" 70.0 70.0 100.0 145.0 .. . 3 • OLL • By kuraray America, Inc.' By Kuraroy America, Inc.' e� �j 57" 97" 65.0 65.0 100.0 145.0 $ • W 60" 65.0 65.0 100.0 145.0 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS CO F- coo 00 63" 65.0 65.0 100.0 142.0 O (0 Go 66" - - 100.0 136.0 1/2" AIR SPACE t/2" AIR SPACE o O M of 69" - - 100.0 129.0 $ un 45" 70.0 70.0 100.0 145.0 c 1/4" TEMP. GLASS c 1/4" TEMP. GLASS c, Z L'- o 48" 70.0 70.0 100.0 145.0 � ww N C7 51" 65.0 65.0 100.0 145.0 z m w _Z m w w 54" 103" 65.0 65.0 100.0 145.0 U) N N 57" 65.0 65.0 100.0 145.0 \ 8 .I 7 \ 8 j I I j 7 r 60" 65.0 65.0 100.0 140.0 rn I I j j M I' I 63" - - 100.0 133.0 v 45" 70.0 70.0 100.0 145.0 48" 70.0 70.0 100.0 145.0 w 51" 65.0 65.0 100.0 145.0 3 0 O 54" 109„ 65.0 65.0 100.0 145.0 Q 10 10 57" 65.0 65.0 100.0 139.0 SILICONE SILICONE ai 60" - - 100.0 132.0 = DOWSIL 795 , DOWSIL 795 , 45" 70.0 70.0 100.0 145.0 ` GLASS.-TYPE. G1LI GLASS -TYPE G2LI = 1-5/16" OVERALL INSUL. LAM. GLASS 1-5/16" OVERALL INSUL LAM. GLASS 48" 65.0 65.0 100.0 145.0 v 51" 115" 65.0 65.0 100.0 145.0 O - v ID 54" 65.0 65.0 100.0 141.0 GLAZING OPTIONS > a 57" - - 100.0 133.0 Lr 45" 65.0 65.0 100.0 .115.0 3 \\\1111111f1,�' tn 48" 65.0 65.0 100.0 115.0 Z ��`\\��®•...... Tei 121" w �2 AIR SPACE CONSISTING OF: �� ? •• I a 51" 65.0 65.0 100.0 115.0 SPACER. • .•\�GEW ® ,i 4 °p a 54" - - 100.0 115.0 m ALUMINUM BOX SPACER AROUND = No.70592 a 45" 65.0 65.0 100.0 115.0 Z THE PERIMETER OF THE GLASS. 48" 127" 65.0 65.0 100.0 115.0 0 PERIMETER SEALANT: - _ c a vk-'!ij 51" - - 100.0 115.0 g SILICONE 45" 65.0 65.0 100.0 115.0 a DOWSIL 791 �® s F ` drawing no. NOTE: F[OR1DP;.••' �� W15-71 133" a: GE 2000 as' 65.0 65.0 100.0 115.0 GLASS CAPACITIES ON THIS SHEET ARE GLASS �'� �` 45" 139" 65.0 65.0 100.0 115.0 ? BASED ON ASTM E1300-09 (3 SEC. GUSTS). FL #18411 ��i��,ON%% \\\\ sheet 2 of 12 o �. nieninn40 '-DESIGN LOAD CAPACITY --PSE _ _DESIGN-LOAD,CAPACITY - PSF __ _ -_ DESIGN_LOAD_CAPACITY- PSF _ __ DESIGN_LOAD CAPACITY_ - PSF MULLION MULLION MULLION MULLION WITHOUT INTERMEDIATE HORIZONTALS WITHOUT INTERMEDIATE HORIZONTALS WITHOUT INTERMEDIATE HORIZONTALS WITHOUT INTERMEDIATE HORIZONTALS � JAMB 'J1' JAMB 'J2' JAMB 'J2' JAMB 'J2' JAMB 'J2' JAMB 'J2' -� 3 NOMINAL DIMS. MULLION 'M1' NOMINAL DIMS. MULLION 'M2' NOMINAL DIMS. MULLION 'M3' MULLION 'M3' NOMINAL DIMS. MULLION 'M3' MUI.I.ION 'M3' O H or z WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) F - M uj m Q 30" 100.0 110.0 48" 65.0 65.0 30" 100.0 145.0 - - 30" 100.0 115.0 - - % % r• % i Q IL a m X, y, j. -Y d 13 O 36" 100.0 110.0 54" 120" 65.0 65.0 36" 100.0 145.0 - - LLI 36" 100.0 113.3 100.0 115.0 O 0 v 42" - 100.0 110.0 58" 65.0 65.0_ 42" 100.0 145.0 - - 42" 138" 97.9 97.9 100.0. 102.4 ]] L W NN c48"- c90� ,100.0- -110.0 30" 65.0 65.0 48" 96" 100.0 145.0 - - 48" 86.5 86.5 90.6 90.6 � I9F3 F_ LL 54" 100.0 110.0 36" 65.0 65.0 54" 100.0 145.0 - - 50" 83.3 83.3 87.4 87.4 fr Q U N IS 55" 100.0 110.0 42" 126" 65.0 65.0 60" 100.0 145.0 - - 30` 100.0 115.0 - - 60" 70.0 70.0 48" 65.0 65.0 66" 100.0 115.0 = = 36" 144` 100.0 103.5 = _ �_ .�F O m Q Q 0 30" 100.0 110.0 54" 65.0 65.0 72" 100.0 115.0 42" 89.5 89.5ti:W1 W2 W3 C 36" 100.0 110.0 55" 65.0 65.0 30` 100.0_ 14_5.0 - - 48" 79.2 79.2 - _ r r r 0 Z C 42" 100.0 110.0 30" 65.0 65.0 36" 100.0 145.0 - - * WIDTH_�yy� _y_Wl �w O n. ^' Ip " 0 48" 96" 100.0 106.5 36" 65.0 65.0 42" 100.0 145.0 - - * AT FRAME-JAMB • • •�'•Lo E M •• •• 51" 97.0 97.0 42" 132" 65.0 65.0 48` 100.0 145.0 - - LOADS SHOWN ARE WITH •..• ; Oma_ W 102" COLD ROLLED STEEL STIFFENER W2 + W3""•••• • �u ••0) f tt-- • 54" 70.0 70.0 48" k 65.0 65.0 54" 100.0 145.0 - - Fu MIN. = 70 KSI WIDTH �W� 2 • 60' 1 70.0 70.0 53" 63.9 1 63.9 60" 100.0 115.0 - - AT FRAME MULLION •••••• • 30" 100.0 110.0 W. 65.0 65.0 66" 100.0 115.0 - - • • •�• •••••• ••• • •t• • 36" 100.0 110.0 36" 65.0 65.0 71" 100.0 115.0 - - � ao• • 42" 102" 100.0 104.0 42" 138` 65.0 65.0 30" 100.0 '145.0 - - • • 48" 92.7 92.7 48" 60.7 60.7 36" 100.0 145.0 - - •••••• p • 54" 70.0 70.0 W. 58.6 58.6 42" 100.0 145.0 - - 5 • • o g •M• •• 57" 70.0 70.0 30" 65.0 65.0 48' 100.0 144.0 100.0 145.0 ; ••• •3 3 •" • 108" ••.. •• 30" 70.0 70.0 36" 144, 65.0 65.0 54" 100.0 115.0 - - I �, 3 •• • g� � •? • LLJ 36" 70.0 70.0 42" 60.2 60.2 60" 100.0 115.0 z Or 42" 108" 70.0 70.0 48" 53.2 53.2 66" 100.0 112.5 - - 31 1 X. O (n (0 , 48" 70.0 70.0 6700 " 100.0 111.3 - - OQ tO M m 54" 70.0 70.0 30" 100.0 145.0_ -_ - o �`1 0 30" 70.0 70.0 36" 100.0 145.0 - - \t g N 3 J 1* 36" 70.0 70.0 42" 100.0 145.0 100.0 145.0 11JAMB 'J1' JAMB 'J2' CD 0 42" 114" 70.0 70.0 48" 114" 100.0 129.2 100.0 145.0ti O g Ig Ir4 Sa IN 3 Ix IN 4 Sa IN 3 �,� Q J 48" 70.0 70.0 54" 100.0 115.0 - - �-7.602 3.005- 111.510 1 4.549 1 W 51" 1 68.3 68.3 60` 100.0 107.1 100.0 115.0 1 30" 70.0 70.0 63" 100.0 103.1 100.0 115.0 36" 120• 70.0 70.0 30" 100.0 . 145.0 - - 5 5 42" 70.0 70.0 36" 100.0 145.0 48" 62.8 62.8 42` 120" 100.0 .130.8 100.0 145.0 48" 100.0 115.0 100.0 137.3 Ic -_ 11c Ic 54" 100.0 104.6 100.0 115.0 4 1 2 1 2 1 2 0 60" 95.7 95.7 100.0 .113.4 - 30" 100.0 115.0 - - ai 36" 100.0 115.0 -42` 100.0 115.0 = = MULLION-'M1' - MULLION 'M2' MULLION-'M3' -- - - - 126" 48" 100.0 104.6 100.0 115.0 Ix IN"4 Sx IN 3 Ix IN-4 Sx IN-3 IX IN"4 Sa IN"'3 N 7.878 3.092 11.787 4.626 ALUMINUM 11.787 4.626 54" 94.2 94.2 100.0 108.6 0 STEEL 2.000 1.000 55" 92.7 92.7 100.0 107.0 - TOTAL > 30' 100.0 115.0 - - Ix ALUM + Ix Sit x 2.9 17.587 ` c 36" 100.0 115.0 - - ` 11111111/, 42" 132" 100.0 107.3 100.0 115.0 `�� ®,ALNf, 48" 94.9 94.9 - - �� •'�CENS .•® ,i ncy 53" 1 1 86.8 86.8 - * _ No.70592 a a v u ®� S F drawing no. W1 5-71 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. SEE SHEET 9 FOR UNANCHORED JAMB MULLIONS i��®®••.. ��`�� REINFORCING LIMITS FL #18411 ��1111111%\ \\ sheet 3 of 2 • - -DESIGN-LOAD CAPACITY --PSF- - - -DESIGN LOAD-CAPACITY---PSF - _ DESIGN_LOAD CAPACITY - PSF MULLION MULLION MULLIONWITH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS LO •_ JAMB 'J1' JAMB 'J2' JAMB 'J2' JAMB 'J2', NOMINAL DIMS. MULLION 'M1' NOMINAL`DIMS. MULLION 'M2' NOMINAL DIMS. MULLION 'M3' MULLION 'M3' O WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) F W W Q 30" 100.0 110.0 48" 65.0 65.0 30" 100.0 145.0 - - w Q lV 2 CL 36" 100.0 110.0 54" 120" 65.0 65.0 36" 100.0 145.0 - - `? _j M O 42" 100.0 110.0 58" -65.0- 65.0 42" 100.0 145:0- - a N 48" 90" 100.0 110.0 30" 65.0 65.0 48" 100.0 145.0 - - / x% x- i" D U. _ 54" 99.7 99.7 36 65.0 65.0 54" 100.0 145.0 - - 0 y n 55" 97.9 97.9 42" 126" 65.0 65.0 60" 100.0 137.4 100.0 145.0 V G >M - 60" 70.0 70.0 48" 65.0 65.0 30" 100.0 145.0 - - 0• r M S 30" 100.0 110.0 54" 65.0 65.0 36" 100.0 145.0 - - 0 d O G d 36" 100.0 110.0 55" 65.0 65.0 42" 102" 100.0 145.0 - - ,o W1 W2 W-,3�, 0 0 Z 42" 100.0 110.0 30" 65.0 65.0 48" 100.0 145.0 - - W" LL a 48" 96" 97.9 .97.9 36" 65.0 65.0 54" 100.0 135.2 100.0 145.0 WIDTH (W) = Wl . . i'�'•�•oo f a • AT FRAME JAMB '..' ; i... aQ Q W • 51" 92.1 92.1 42" 132" 65.0 65.0 60" 100.0 115.0 - - W2 + W3 *00:00 • � OT • i• 54" 70.0 70.0 48" 65.0 65.0 30" 100.0 145.0 - - WIDTH (w) _ ...... 60" 70.0 70.0 53" 60.0 60.0 36" 100.0 145.0 - - 2 •• •i 30" 100.0 110.0 30" 65.0 65.0 42" 100.0 145.0 - - AT FRAME MULLION •*L0•••• r �.� 108" SEE SHEET .9"FOR UNANCHORED JAMB •••• Z 36" 100.0 110.0 36" 65.0 65.0 48" 100.0 .135.7 100.0 145.0 REINFORCING LIMITS .•.... .Y . ' 42" 98.3 98.3 42" 138" 65.0 65.0 54" 100.0 115.0 - - •• ••• �• oma. •••••• 48" 102" 86.0 86.0 48" 58.0 58.0 60" ,100.0 108.5 - - • • • 0 Q - � 54" 70.0 70.0 50" 55.7 55.7 30" 100.0 145.0 - - 5 • • 9 � •• 57" 70.0 70.0 30" 65.0 65.0 36" 100.0 145.0 - - FE . 3 3 30" 70.0 70.0 36" 144" 65.0 65.0 42" 100.0 139.2 100.0 145.0 3 • g 0 36" 70.0 70.0 42" 58.3 58.3 48" 114" 100.0 121.8 100.0 145.0 z N 42" 108" 70.0 70.0 1 48" 1 51.0 51.0 54" 100.0 108.2 100.0 115.0 3 1 10F- cO0 ro 48" 70.0 70.0 60" 97.4 97.4 100.0 115.0 a 0 (0 � 00 54" 67.7 67.7 30" 100.0 145.0 - - o N O M o 30" 70.0 70.0 36" 100.0 145.0 - - g fn 3 J ^ 36" 70.0 70.0 42" 120„ 100.0 125.6 100.0 145.0 JAMB 'Jl' JAMB 'J2' Z _ fl) 42" 114" 70.0 70.0 48" 100.0 109.9 100.0 129.80 Ix IN-41Sx IN"3 Ix IN-4 Sx IN"3 w t Q 48" 67.9 67.9 54" 97.7 97.7 100.0 115.0 7.602 3.005 11.510 4.549 W J N r 51' 63.9 1 63.9 60" 87.9 87.9 100.0 103.8 30" 70.0 70.0 30" 100.0 115.0 - - 36" 120" 70.0 70.0 36" 100.0 115.0 - - 5 5 42" 67.4 67.4 42" 126" 100.0 113.9 100.0 115.0 6 48" 1 58.9 58.9 48" 99.7 99.7 100.0 110.0 54" 88.6 88.6 1 100.0 100.7 -_ 55" 87.0 87.0 98.9 98.9 1 21 2 1 2 0 30" 100.0 115.0 - - 36" 100.0 115.0 - - ai y 42" 132" 100.0 103.8 100.0 112.6 48" 90.8 " `90.8 98.5 98.5 -. MULLION 'M1' _ MULLION 'M2' �._ _ MULLION 'M3' 53" 82.3 82.3 89.2 89.2 IIX IN"'4 Sx I 3 Ix IN-4TS- 14-3 Ix IN"4 SX IN-3 7.878 3.092 11.787 4.626 ALUMINUM 11.787 4.626 c 30" 100.0 115.0 - - STEEL 2.000 1.000 .2 36" 100.0 110.8 100.0 115.0 TOTAL > 42" 138" 95.0 95.0 98.6 98.6 Ix ALUM + Ix STL x 2.9 17.587 _ 48" 83.1' 83.1 86.2 86.2 1111111111// 50" 79.9 7s.8 E2.a 82.8 ' ��` pa®.AH �'J 30" 100.0 115.0 - - \�� • \,\CENSE'•. '�� cy 36" 144" 100.0 101.2 42" 86.7 86.7 - - _ NO.70592 _ 8 T a 48" 75.9 75.9 - L ` v m v u * ®�•. S F • drawing no. LOADS SHOWN ARE WITH MULLIONS R.R ''•• W15 71 �� COLD INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. _ FuMIN.ROLLED EL STIFFENER 0 KS FL #18411 ''��®®III � `�` sheet 4 of a 2 -'� --- --- - -ANCHOR-LOAD-CAPACITY - PSF - - - - - - - - -- _ ANCHOR LOAD CAPACITY - PSF_ EXT.(+) & INT.(-) EXT.(+) & INT.(-) - ANCHORS TYPE 'A' ANCHORS TYPE 'A' ul NOMINAL'DIMS. 1/4" MAX. SHIM 3/8" MAX" SHIM 1/2" MAX. SHIM NOMINAL DIMS. 1/4" MAX. SHIM 3/8" MAX. SHIM 1/2" MAX. SHIM Z � WIDTH (W) FRAME HEIGHTA2 A3 A4 A5 A2 A3 A4 A5 A2 A3 A4 A5 WIDTH (W) FRAME HEIGHT A2 A3 A4 A5 A2 A3 A4 A5 A2 A3 A4 A5 Q a Met 30" 145.0 145.0 145.0 145.0 111.4 145.0 145.0 145.0 87.9 131.8 145.0 145.0 30" 95.4 115.0 115.0. 115.0 72.6 108.9 115.0 115.0 57.3 86.0 114.6 115.0 Q f 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" 138" 79.5 115.0 115.0 115.0 60.5 90.8 115.0 115.0 47.8 71.7 95.5 115.0 C v o • 42" 104.5 145.0 145.0 145.0 79.5 119.3 145.0 145.0 62.8 . 94.2 125.6' 145.0 42" 68.2 102.3 115.0 115.0 51.9 77.8 103.8 115.0 40.9 61.4 81.9 102.4 G W N`- _48 r 9 -91.5 137.2' '145.0 145.0• 69.6 104.4 139.2 145.0 54.9 82.4 109.9 137.3 µ48" 59.7 89.5 115.0 115.0 45.4 68.1 90.8 113.5 35.8 53.7 71.7 89.6 W 54" �_O 81.3 122.0 145.0 145.0 61.9 92.8 123.7 145.0 48.8 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 t n. 60" 73.2 109.8 145.0 145.0 55.7 83.5 111.4 139.2 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 0 W r 144" INTERMEDIATE, V yj A 66" 66.5 99.8 133.0 145.0 50.6 75.9 101.2 126.5 40.0 59.9 79.9 99.9 42" 65.3 98.0 115.0 115.0 49.7 74.6 99.4 115.0 39.2 58.9- 78.5 98.1 HORIZONTALS OPTIONAL m 00 72" 61.0 91.5 122.0 145.0 46.4 69.6 92.8 116.0 36.6 54.9 73.2 1 91.6 48" 57.2 1 85.8 114.3 1 115.0 43.5 65.3 87.0 108.8 34.3 51.5 68.7 1 85.8 ALL FIXED LITES 0 L a< A 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 1 145.0 145.0 87.0 130.5 145.0 145.0 Z 0 68.7 103.0 137.3 145.0 C Q N 0LL 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 _, _j • SUP Vo 2 � •• •• • 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 • • •J'coM Q w • 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 • •� ~ •• 60" 68.6 102.9 137.2 145.0 1 52.2 78.3 104.4 130.5 41.2 61.8 82.4 103.0 •• 66" 62.4 93.5 1 124.7 145.0 47.5 71.2 1 94.9 118.61 37.5 56.2 74.9 93.6 • W' •i' 72" 57.2 85.8 114.3 142.9 43.5 65.3 87.0 108.8 34.3 51.5 68.7 85.8 % % ;� •e�• •�• -Z+ : •• 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 3 r 36" 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 83.1 110.8 138.5 j _!!• L� �� 48" 80.7 121.1 145.0 145.0 61.4 92.1 122.8 145.0' 48.5 72.7 96.9 121.2 ' • • 3 •Y• •' 102" 54" 71.7 107.6 143.5 145.0 54.6 81.9 109.2 136.5 43.1 64.6 86.2 107.7 W 1 W2 W3 V, • ril 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 3 (n w 66" 58.7 88.0 117.4 145.0 44.7 67.0 89.3 111.7 35.3 52.9 70.5 88.1 WIDTH (W) = W1 m O (n 0 00 AT FRAME JAMB = O co cli 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 o cD M o 00 36" 101.6 145.0 145.0 145.0 77.3 116.0 145.0 145.0 61.0 91.6 122.1 145.0WIDTH (W) - W2 f W3 o N 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 2 AT FRAME MULLION z 0 48" 108" 76.2 114.3 145.0 145.0 1 58.0 87.0 116.0 145.0 45.8 68.7 91.6 114.4 cn 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 � � n 60" 61.0 91.5 1 122.0 145.0 46.4 69.6 1 92.8 116.0 36.6 54.9 73.2 91.6 c``'n 66" 55.4 83.2 1 110.9 138.6 42.2 63.3 84.4 105.5 33.3 49.9 66.6 83.2 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 86.7 115.6 144.6 42" 82.5 123.8 145.0 145.0 62.8 94.2 125.6 145.0 49.6 74.3 99.1 123.9 48" 114" 72.2 108.3 144.4_ 145.0 54.9 82.4 109.9 137.4 43.4 65.1 86.7 108.4 3 4" 4" 54" 64.2 96.3 128.4 145.0 48.8 73.3 97.7 122.1 38.5 57.8 77.1 96.4 OJ I 4" I 4" I 4" I 4" 2 60" 57.8 86.7 115.5 144.4 44.0 65.9 87.9 109.9 34.7 52.0 69.4 86.7 Q TM P P P c 30" 109.8 145.0 145.0 145.0 83.5 125.3 145.0 145.0 65.9 98.9 131.8 145.0 (n 0 � v -36" _ _ 91.5 137.2 145.0 145.0 1_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 1 119.3 145.0 47.1 70.6 1 94.2 117.7 = ^ 48" 68.6 102.9 137.2 145.0 52.2 78.3 104.4 130.5 41.2 61.8 82.4 103.0 x 0 m 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 (n • c 60" 54.9 82.3 109.8 137.2 41.8 62.6 83.5 104.4 33.0 49.4 65.9 82.4 X � tom- a 30" 104.5 115.0 115.0 115.0 79.5 115.0 115.0 115.0 62.8 94.2 115.0 115.0 3 6" Trp 4" 6" TYP 6" TMP c ``1111111///7/ 36" 87.1 115.0 115.0 115.0 66.3 99.4 1 115.0 115.0 52.3 78.5 104.6 115.0 Z A2 A A4 A5 `� ��® � 7ij� 0 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 w " ' �i n a � •'L�CiENSF''• � N 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 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 87.2 z A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION O.70592 30" 99.8 115.0 115.0 115.0 75.9 113.9 115.0 115.0 59.9 89.9 115.0 115.0 A3 = (3) ANCHORS TYPE-'A' AT EACH SIDE OF JAMB AND MULLION 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 g A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION A5 = (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 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 a ® ST drawing no. 48" 62.4 93.5 115.0 115.0 47.5 71.2 94.9 115.0 37.5 56.2 74.9 93.6 w ��••� R� IOP'••. ��` W15-71 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 FL #18411 ��®®R'��"� ` 7//111111��\ sheet cj of 12 ANCHOR LOAD CAPACITY= PSF _ _ _ T _ _ _ _ ,_ _ _ _ _ ANCHOR LOAD CAPACITY - _P_SF. EXT.(+) & INT.(-) EXT.(+) & INT.(-) ANCHORS TYPE 'B' ANCHORS TYPE 'B' NOMINAL DIMS. 1/4" MAX. SHIM 3/8" MAX. SHIM 1/2" MAX. SHIM NOMINAL DIMS. 1/4" MAX. SHIM 3/8" MAX. SHIM 1/2' MAX. SHIM Z M WIDTH (W) FRAME HEIGHT B2 B3 B4 B5 B2 B3 B4 B5 B2 B3 B4 B5 WIDTH (W) FRAME HEIGHT B2 B3 B4 B5 B2 B3 B4 B5 B2 B3 B4 B5 0ZZ 30" 145.0 145.0 145.0 145.0 111.4 145.0 145.0 145.0 87.9 131.8 145.0 145.0 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 Q f N a. 36" 145.0 145.0 145.0 145.0 92.8 139.2 145.0 145.0 73.2 '109.9 145.0 145.0 _ _. 36" 138" 102.5 115.0 115.0 115.0 60.5 90.8 115.0 115.0 47.8 71.7 95.5 115.0 C v a p 42' 134.7 145.0 145.0 145.0 79.5 119.3 145.0 145.0 62.8 94.2 125.6 145.0 42" 87.9 115.0 115.0 115.0 51.9 77.8 103.8 115.0 40.9 61.4 81.9 102.4 Q w N U 48" 90" 117.9 145.0 145.0 145.0 69.6 104.4 139.2 145.0 54.9 82.4 109.9 137.3 48" 76.9 115.0 115.0 115.0 45.4 68.1 90.8 113.5 35.8 53.7 71.7 89.6 T d G m 54" 104.8 145.0 145.0 145.0 61.9 92.8 123.7 145.0 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 O H 607 94.3 141.4 145.0 145.0 55.7 83.5 111.4 139.2 43.9 65.9 87.9 109.9 36" 98.2 115.0 115.0 115.0 58.0 87.0 115.0. 115.0 -45.8 68.7 91.6 114.4 (, I~ 144" INTERMEDIATE m 66" 85.7 128.6 145.0 145.0 50.6 75.9 101.2 126.5 40.0 59.9 79.9 99.9 42" 84.2 115.0 115.0 115.0 49.7 74.6 99.4 115.0 39.2• 58.9 78.5 98.1O - HORIZONTALS a . 8 72" 78.6 117.9 145.0 145.01 46.4 69.6 1 92.8 116.0 36.6_ 54.9 73.2 91.6 1 48" 1 1 73.7 110.5 115.0 1 115.0 1 43.5 1 65.3 87.0 108.8 1 34.3 1 51.5 68.7 85.8 OPTIONAL Q a. G 30" 145.0 145.0 145.0 145.0 1.04.4 145.0 145.0 145.0 82.4 123.6 145.0 145.0 - ALL FIXED LITES 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 Z p a 7 - 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 . •�.�_.0 2 M .. .. 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 % % % •• • Q J 54" 98.2 145.0 145.0 145.0 1 58.0 87.0 1 116.0 145.0 45.8 68.7 91.6 114.4 ••'� 01c au 0) f " •` 60" 88.4 132.6 145.0 145.0 52.2 78.3 104.4 130.5 41.2 61.8 82.4 103.0 zz----- -- �• • •: 66" 80.4 120.5 145.0 145.0 47.5 71.2 94.9 118.6 37.5 56.2 74.9 93.6 . ` Cy �• • 72" 73.7 110.5 145.0 145.0 43.5 65.3 87.0 108.8 34.3 51.5 68.7 85.8 ,•• «. ? N: •• 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 ' i' i' •• " •o• •• ••.• • v • 36" 138.7 145.0 145.0 145.0 81.9 122.8 145.0 145.0 64.6 96.9 129.3 145.0 0• • • • 42' 118.9' 145.0 145.0 145.0 70.2 105.3 140.4 145.0 55.4 83.1 110.8 138.5 • aJ 48" 104.0 145.0 ;145.0 145.0 61.4 92.1 122.8 145.0 48.5 72.7 96.9 121.2 •. ; ; 3 ;`• •; - 102" •3 54" 92.4" 138.7 145.0 145.0 54.6 81.9 109.2 136.5 43.1 64.6 86.2 107.7 W 1 W2 W3 0 9�w 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 V) 0_ 66" 75.6 113.5 145.0 145.01 44.7 67.0 1 89.3 111.7 35.3 52.9 70.5 88.1WIDTH (W) = Wl ? OO cp N 30" 145.0 145.0 145.0 145.0 92.8 139.2 145.0 145.0 . 73.2 109.9 145.0 (0 00 145.0 AT FRAME JAMB ze 0 ca M o1 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 g V) 42" 112.3 145.0 145.0 145.0 66.3 99.4 132.6 145.0 52.3 78.5 104.6 130.8 WIDTH (W) - W2 + W3 '� J AT FRAME MULLION 2 Z U- i 48" 108" 98.2 145.0 145.0 145.0 58.0 87.0 116.0 145.0 45.8 68.7 91.6 114.4 O M 54" 87.3 131.0 145.0 145.0 51.6 77.3 103.1 128.9 40.7 1 61.0 81.4 1 101.7 Q 60" 78.6 117.9 145.0 145.0 46.4 69.6 92.8 116.0 36.6 54.9 73.2' 91.6 vi m 66"- 71.4 1107.2 142.9 145:0 42.2 63.3 84.4 105.5 33.3 49.9 66.6 83.2 30" 145.0 145.0 1 145.0 145.0 1-87.9 131.9 145.0 145.0 69.4 104.1 138.8 145.0 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 42" 114" 106.3 145.0 145.0 145.0 62.8 94.2 125.6 145.0 49.6 74.3 99.1 123.9 0 48" 93.1 139.6 145.0 145.0 54.9 82.4 109.9 137.4 43.4 65.1 86.7 108.4 3 54" 82.7 124.1 145.0 145.0 48.8 73.3 97.7 122.1 38.5 57.8 77.1 96.4 0 �4 4" 4" o TTP. TYR TYP. TTP. 60" 74.4 111.7 1 145.0 145.0 1 44.0 65.9 1 87.9 109.9 1 34.7 52.0 1 69.4 86.7 Q 30" 141.4 145.0 145.0 145.0 83.5 125.3 145.0 145.0 65.9 98.9 131.8 145.0u) ay) 36" 117.9 145.0 145.0 145.0 69.6 104.4 139.2 145.0 54.9 82.4 109.9 137.3 42' 101.0 145.0 145.0 145.0 59.7 89.5 119.3 145.0 47.1 70.6 94.2 117.7 w JD _ 120" _ 48" 88.4 132.6 145.0 145.0 52.2 78.3 104.4 130.5 41.2 61.8 82.4 103.0 c y 54" 78.6 117.9 1 145.0 145.0 1 46.4 69.6 1 92.8 `116.0 1 36.6 54.9 1 73.2 91.6 •y 60" 70.7 106.1 141.4 145.0. 41.8 62.6 83.5 104.4 33.0 49.4 65.9 82.4 Led 4" 6" 4" 4" U6- Lj:' 0 0 30" 115.0 115.0 115.0 115.0 79.5 ' 115.0 115.0 115.0 62.8 94.2 115.0 115.0 3 TYP. TTP. T'p• Typ j 111 I I I 1 36" 112.3 115.0 115.0 115.0 66.3 99.4 115.0 115.0 52.3 78.5 104.6 115.0 Z I2 B3 B4 IB5 �.® A�H �/��' 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 ;`��:•'�1GENgF' ,�� N v ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION _ 48" 84.2 115.0 115.0 115.0 49.7 74.6 99.4 115.0 39.2 58.9 1 78.5 98.1 r m B2 = (2) ANCHORS TYPE B' AT EACH SIDE OF JAMB AND MULLION 54" 74.8 112.3 115.0 115.0 44.2 66.3 88.4 110.5 34.9 52.3 69.8 87.2 B3 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION No.70592 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 O B4 = (4) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION = = u g 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 B5 = (5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION =� 42" 132" 91.8 115.0 115.0 115.0 54.2 81.4 108.5 115.0 42.8 64.2 85.6 107.0 a ST E •• drawing no. 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 w ��i •• R •.••• tOP'�••1�®�� W 15-71 54" 71.4 107.2 142.9 115.0 42.2 63.3 84.4 105.5 33.3 49.9 66.6 83.2 Z ANCHORS �� ® \ FL #18411 �ii�®fi1A� �� sheet 6 of 12 -- - ' ANCHOR -LOAD- CAPACITY-.- PSF' _ ANCHOR_LOAD-CAPACITY- -_ PSFw d INTERMEDIATE EXT.(+) do INT.(-) - `- �- - � - �.HORIZONTALS- EXT.(+) do INT.(-) OPTIONAL I ANCHORS TYPE 'C' ANCHORS TYPE 'C' ALL FIXED LITES NOMINAL' DIMS. 1/4" MAX. SHIM NOMINAL DIMS. 1/4" MAX. SHIM Z ti j WIDTH (W) FRAME HEIGHT C2 C3 C4 WIDTH (W) FRAME HEIGHT C2 C3 C4Q y ��, z F- 30" 145.0 145.0 145.0 30" 115.0 115.0 115.0 % % % F' w m I 36" 145.0 145.0 145.0 36 138» 103.9 115.0 115.0 = ILC 1 c 0 42" 136.5 145.0 145.0 42" 89.0 115.0 115.0 ------ ------ ------ -- Y .w O w N 48" 90" 119.5 145.0 145.0 48" 77.9 115.0 1 115.0 = IL � w 54" 106.2 145.0 145.0 30" 115.0 115.0 115.0 N a 60" 95.6 143.4 145.0 36" 99.6 115.0 115.0 % r 144` % % 0rl 66" 86.9 130.3 145.0 42" 85.3 115.0 115.0 0 M C 72" f 79.6 119.5. 145.0 1 48" 1 74.7 1112.0 115.0 O a 0 p rl 30" 145.0 145.0 145.0 O rum N O 36" 145.0 145.0 145.0 � � � �.•u•Zj w 42" 128.0 145.0 145.0 Wl W2 W3 • i �•• �•�•� M • •• 48" 96" 112.0 145.0 145.0 • 54" 99.6 145.0 145.0 WIDTH (W) = W1 .••�•. -<:u m 2 AT FRAME JAMB •*•••• • 60" 89.6 134.4 145.0 •• 0000 66" 81.5 122.2 145.0 ( W2 + W3 yA • • • WIDTH W) = ••...• 1 �• 6 2 •• 72" 74.7 112.0 145.0 AT FRAME MULLION ••00 00•• W • o • 30" 145.0 145.0 145.0 •••••• •�• o :• 36" 140.5 145.0 145.0 •••••• Q �* • • • • • • D v► 0000 42` 120.5 145.0 145.0S' O • • • • 48" 105.4 145.0 145.0 - •••• : 3 • • 102" 54" 93.7 140.5 1 145.0 a •`�•� w 60" 84.3 126.5 145.0 z 3IX F- 66" 76.7 115.0 145.0 j 0 In c(0 N 30" 145.0 145.0 145.0 Q ( M 00 36" 132.7 145.0 145.0o n 42" 113.8 145.0 145.0 $ N 3 J 1 g Z LL- 0 48" 108" 99.6 145.01 145.0 N p 54" 88.5 132.7 145.0 4J O a 60" 79.6 119.5 145.0 w N 66" 72.4 108.6 144.8 30" 145.0 145.0 145.0 36" 125.8 145.0 145.0 42" 114" 107.8 145.0 145.0 0 48" 94.3 141.5 145.01 3 c 54" 83.8 125.8 145.0 0 0 60" 75.5 113.2 145.0 Q U 30" 143.4 145.0 145.0 jl-L 36" 119.5145.0 145.0 O 44" 4- 4" 120"42" 102.4 145.0 145.0 = gyp ' TYp Typ 48" 89.6 134.4 145.0 w c � 54" 79.6 119.5 145.0 N y o 0 60" 71.7 107.5 143.4 = o � c 30" 115.0 115.0 115.0 3 36" 113.8 115.0 115.0 z `11111111///// 42" 126" 97.5 115.0 115.0VxCEN 10, Or w 48" 85.3 115.0 115.0 U6- L=4t�-_ U6- L=4t:-_ U6- L 4 N 54" 75.9 113.8 115.0 m TYP. TYP. TYR 0 1 ~ No.70592 a z C2 C3 C4 a; a 30" 115.0 115.0 115.0 O 36" 108.6 115.0 115.0 g ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTIONa. �•., � 42" 132" 93.1 115.0 115.0 O ® ST F drawing no. C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION 48" 81.5 115.0 115.0 w - •• ORID�;.•' �� C3 = 3) ANCHORS TYPE C AT EACH SIDE OF JAMB AND MULLION W 15-71 54" 72.4 108.6 115.0 Z C4 = �4) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION ANCHORS FL #18411 //i�®®�d��` ��III II►1� sheet 7 of:12 _ _ _TYPICAL-ANCHORS- METAL- - -1BY,OR 2BY— - - T ' TYPICAL ANCHORS yWOOD-BUCKS- = TYPICAL ANCHORS, /J r'� SEE ELEV. STRUCTURES FOR SPACING SEE ELEVATION `SEE ELEV. f j EDGE DIST. i FOR SPACINGul FOR SPACING EDGE D ° EgGE.DIST. 1 0 EDGE DIST. Z m 0 H 0 Q v �, '► • W N 4.. s � W Q CL w a. o CL 1 q01110 U _ IL W li Q ~ LL UN ti — I � CA W 0'Ox 3 - w is _ 3 w TYPICAL ANCHORS_ , z 0 d Q N cn i ,� SEE OR SPACING 0 `� �+ j v> ^� W W C N f I II I II jl i, r/ ZNJ I: .. 4 is .. I 4 � � Q W � u. � Ii li Ii i i - WOOD-BUCKS' AND METAL STRUCTURE NOT BY MR. GLASS , W o f MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J W M g W AND TRANSFER THEM TO THE BUILDING STRUCTURE. a 0 ~ � I II I II jl. a / TYPICAL ANCHORS: SEE ELEV. FOR SPACING U 0 II !I I !I II ' ' 16" DIA ULTRACON BY 'ELCO' �' 0) I: I:' I:• TYPE A— .`a?f (Fu=177 KSI, Fy=155 KSI) I! ! I! !! I! INTO WOOD STRUCTURES • • • ^ • I j I I ii' I 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) •.•... oz o • j .j Ij .i it THRU 1BY OR 2BY WOOD BUCKS INTO CONCRETE .... 3P i 'I I 'I it Irl I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) LLJ es L ' t I ANCHOR EDGE DISTANCES " " �"� 10 INTO CONCRETE AND BLOCKS = 2-1/2" MIN. :�":�: � O N of INTO WOOD STRUCTURE = 1-1/4" MIN. R•0 �i 2 2 TYPE 'B'- 516" DIA ULTRACON BY 'ELCO'� (Fu=177 KSI, Fy=155 KSI) o M 1 I� ij 1 DIRECTLY INTO CONCRETE cn i i I 1-3/4" MIN. EMBED INTO CONC. (HEAD/SILL/JAMBS) UJ g 1-3/4" MIN. EMBED INTO GROUT FILLED-BLOCKS (JAMBS) i II i jl it ANCHOR EDGE DISTANCES INTO CONCRETE AND BLOCKS = 2-1/2" MIN. — ' — — — ' — ' — ' - - - — — ' — TYPE 'C'— 914 SMS OR SELF DRILLING SCREWS SUST (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) o F a I (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS i. 0 i I ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) c II II III II II STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) U (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - WEDGE DISTANCES INTO METAL STRUCTURE = 5/8" MIN. c, I' .I N� �y� I !I ND L_ . — . — . — . — . — . — — . — . — . — 0 O I WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. > 3 Ny cn ,n CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. E' °c WO O \?� w N C-90 GROUT FILLED BLOCK AT JAMBS fm = 2000 PSI MIN.mw m I I I I ri rn I N �� •' ENSE'b o TT �i p M Q r No.70592 a _ o ICAL TYPICAL'ANCHORS rd`s. •. I ' EE ELtVATIONS'S ®'•'•, ST E drawing v no v TYR SEE ELtVATIONS • . c r EDGE DIST. FOR SPACING EDGE DIST. FOR SPACING \ 9 -- •.F. IDP..•• �` W15-71 w FL #1841 '%��® i1j%%0\ sheet 8 of12 • `� )JAMB`J1'ti OMULLION 'M1' 1/4-20 X 2ASHE HH BOLT OJAMB 'J2' W/ NUT & WSHER Z r j 5 AT 6" FROM ENDS M m J 1BY 1f 1' AND 22" O.C. TYP. 1 Q WOOD BUCK- 3 1 _ 3 .. F W N a 2 Q IL la o f a' 0 0 0 U cl IL -� N 3 .. I h O W m ". 0ILcc H v . . Cbd 00 N III - - - Q 0 vLiez _ 1 ° IN _ EXTERIOR ,: Q W m f Y' D.L. OPG. D.L. OPG. 5 1 SILICONE _jz N DOWSIL 790 : •• °1 MIN. & MAX. DEPTH = 1/4" MIN. MIN. & MAX. • . 3E (n• �• ..• GAP FRAME WIDTH GAP • • • i 3!• `� •• SEE CHART SEE CHART •• • inn BELOW BELOW • OMULLION 'M2' 3 • ••: • • • 4• •• •••• W 1 zare • ' •• •• m c> (0(0 04 ••• 5 •..••• 04 � S t0 M 000 •� 2 3 ; ••• (OD I A. Ii'- 0oO -Z " JAMB 'J1' JAMB 'J2' Ix w4 I SX IW31 lx IN-4 I Sx IN"3 7.602 1 3.005 1 111.510 1 4.549 1 - — - — - MAX. GAPS FOR UNANCHORED JAMBS _ 0 o MAX. 41 FRAME JAMB 'J1' JAMB 'J2' HEIGHT MIN. MAX. MIN. MAX. O MULLION 'M3' 96" 3/8" 1" 102" 3/8- 1" 108" 3/8" 1" - - in 120" 3/8" 1" - 0 0 132" - - 3/8" 1" > o 144" - - 3/8" 1" #12 X 3/4" FH SELF DRILLING SCREWS 0 _ IN PAIRS NOTE: I _ I AT 6" FROM ENDS �� ® A�,�Q�/// Ln MAX. MOVEMENT CONSIDERED=100% STRETCH. AND 24" O.C. �� ""'• :°�� /moi i M PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION �� CEMS • •® �i N MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL F - MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. _ g REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. NO.70592 ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD BY :�® S F drawing no. THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. • '•.��ORIDP:•'•�®�; W15-71 REFER TO SHEETS 4 THRU 7 FOR SELECTION OF MULLION/JAMB WITH SEE SHEETS 3 & 4 FOR MULLION CAPACITY #18411 REINFORCED & UNREINFORCED FRAMES. FL, I/®/i1��'11x�� sheet g of 12 11 � Z Mn J 0 I. M a � f � N a QIL 'I0 O0 �� a 0 o Vic ? u. 0 rn M C > m M 0a0Q g 0 � y0 O zj cm QW 3 W IL z 0 = M SECURED MAX. SHIM SECURED C MAX. SHIM O T MAX. SHIM 1/4" MAX. O J O O Q SEE CHART JAMB SEBELOW SEE CHART SHIM JAMB Q W 00) 2 BELOW BELOW FOR ANCHORS TYPE C 3 1 .Z Ln U co TYPICAL ANCHORS TYPICAL ANCHORS OD N SEE CHART BELOW SEE CHART BELOW FOR SPACING SPACINGr WO D AND CAPACITY AND R CAPACITY •'•• ' v • o ST CT RE n 4 v W •••••• •• W V .. ... • - - - - •....• o t a. ..�..� ' *W TYPICAL .. TYPICAL ANC RS �i • o TYPICAL ANCHORS :••;• • • SEE CHART BELOW o c� SEE CHART BELOW •• ••.� FOR SPACING w FOR SPACING . . cn M • Pe. , •••• J : • AND CAPACITY o w ° AND CAPACITY N •'• .P e • 0 O r0 1BY OR 28Y W Q WOOD BUCK METAL N STRUCTURE o JAMB ANCHORS DESIGN LOAD CAPACITY - PSF r 1oL 13" MAX. SPACING 6-1/2" SPACING y a> 1/4" MAX.3/87 MAX 1/2" MAX.3/8" MAX, 1/2" MAX. a _ SHIM SHIM SHIM SHIM SHIM WIDTH (W) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) T INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) o p 30" 145.0 145.0 145.0 145.0 145.0 iv a > 36" 145.0 145.0 126.8 145.0 145.0 0 w /. j" c co ``1111 11/// 1111 ` 42" 145.0 137.7 108.7 145.0 145.0 W ``\``��® k�� / . 48" 145.0 120.5 95.1 145.0 145.0 ` ...... 54' 140.7 107.1 84.5 145.0 145.0 C4 'OD 60" 126.6 96:4 76.1 145.0 145.0 66" 115.1 87.6 69.1 145.0 138.3 NO.70592 _ a 72" 1 105.5 1 80.3 63.4 145.0 1 126.8 - Lo i v` u SECURED JAMBS ��®•' A OF •• � Browing no. moi •.°•.�<ORIDP,.•• ®�� (REINFORCING NOT REQUIRED) W W15-71 ZONAL FL #1841 '�� 1�� sheet 10 of 12 - - - 3.544 - - ITEM # - PART-'#- _ - - -REQ'D DESCRIPTION T - _ — — _ MATERIAL-- - MANF.-/-SUPPLIER / REMARKS _ V 1 MRG-1 AS REQ'D HEAD, INTERM., SILL, JAMB AND MULLION 6063-T6 - n I 2 MRG-2 AS REQ'D FIN SNAP 6063-T6 - 'O - 206 1.750 3 MRG-3 AS REQ'D FLAT SNAP 6063-T6 Z ti J 2.353 4 MRG-5 AS REQ'D GLASS STOP • 6063-T6 - M N Q 5 MRG -? AS REQ'D MULLION STIFFENER 6063-T6 - Q � a N 125 6 _ - MULLION STIFFENER STEEL -LO p` I v 7 E238 AS REQ'D GASKET_(AT INTERIOR), BULB TPE, BASE POLYPROPYLENE - ULTRAFAB 0 W N O1 F= -4.999 8 - AS REQ'D SPACER / OUTER GASKET (BULB SANTOPRENE, BASE POLYPROPYLENE) - CENTRAL PLASTICS INC. 9 - 2/ LITE SETTING BLOCKS (3/8" X 1/4" X 4" LG.) EPDM TREMCO, DUROMETER 80±5 SHORE A 0 N HEAD/SILL/JAMB/INTERMEDIATE & MULLION 10 - 2/ LITE SETTING BLOCKS (1 1/4"•X 1/4"•X 4" LG.)- EPDM TREMCO, OUROMETER 80±5 SHORE A (� Wj M 11 #12 X 1 1/2" 4/CORNER FRAME ASSEMBLY SCREWS ST. STEEL HEX. HEAD MACHINE SCREW 0 re M 8 3.499 Q a o c A O yyrr 3 O .600 -3-3 a: a 35 - 1. 0 Z0 _- M 875 .125 Q W m < _ SEALANTS: F�-4.342 ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. 04 Lj 2 FIN SNAP � � � �. 00 4.342 •••••• �a yr • H •• .125 600 �••••� ��,� '• lees s 3.499 •.�••� m O (0 ago ' ••• p • O FLAT SNAP N 3 J ••: •• • �• . r7 1.764 cn W Q -1 N .870 .100 .750 062 2.000 O GLASS STOP c v y 375 _ 1.437 _ _ � in c 0 0 •y > .125 4.000 4.509 ``� ��® A�4 i \� 00 C41'�® � N .M a i � °D a _ _ m i o M _ No.70592 427 HR 36 KSI _ m OR 250 CR 70 KSI ' 0 . S F •. drawing no. SEE MULLION CHARTS RillW1 5-71 O FL #18411 ii MULLION STIFFENER O MULLION STIFFENER ��,��` sheet 11 of f2::) P • '• ,��/////may 0 t c ' Z '0 n J 2N � W ' Q N a " 11 dG, W dot LL, � / 11 / ,, O ; Nti• pato S / 0 .3 mm Oz ' Q:W U. IA N - o LL ZOO �? (9 tC ZMQ U 'O Z N L � OD FRAME TOP/BOTTOM CORNERS FIN SNAP TOP,/BOTTOM CORNERS •••••• •• •• 3 •• a W ••w�•• 3 (/)•� •• •• %•• •• Z; c0 ap • •••••• U cn C-4 • • • • 110 0 9 o �• V) 3: -j00 0 10 •• NO O v Lai Q J U i � N ' C N O 0 N ' •N O � C �� CENS '••;"�/�� v _ No.70592 d m v ��.' S F •• drawing no. Wl 5-71 FRAME INTERMEDIATE CORNERS FL #18411 //i/®ly�� sheet 12 of 2 t , This item has been electronically signed and sealed by ` Javad Ahmad, P.E. using a digital signature. Printed copies.of this document are not considered signed / sealed and the signature must be verified on any electronic copies. A L-r Mt+C ►O . CORPORATION 'CONSULTING 'ENGINEERS' &' P'RobuCT 'DEVE'LO`P'MtNY January 12, 2018 / Mr. Glass Doors & Windows 4 Mr. Ulises Senaris .... 8120 NW 84th Street •••• •••••• Medley, FL 33 Ref: Series ' MG5000 Alu num Window Wall System - LMI •••!•• ;•••;; :" Com Hance wit 17 Florida Building Code ..... ...... .. . ..... NOA .31 (Pending Approval for 20,17 FBC Upddte).•..• •••• •••••• • M C f • • • • •••••• -Dear Mr. Senans, , ...... The above-mentioned product approval is currently heir)j Opdalvd:for ;••••;x R+ R compliance with the Florida Building Code (FBC) Sixth Edition (2017) and will be submitted for approval with Miami-Dade County. If you have any questions, please feel free to contact our office. I. Respectfully, x 0 i iva&�r ad, P.E. I F Director o Engineering Digitally itall signed byJavad 9 Y 9 •aa No 70592' •t Ahmad' R ti -. ° :� Date: O ST OF Lu` oP �;, ,.. '2018.0=1: .2` �R% 17:05:12 X05'00' �•, 9360 Sunset Drive,Suite 2201 Miami,FL 33173 T:305.264.8100 F:305.262.6978 ( 'www.afceng.com I alfarooq@afcens:com ' F M®DARE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 ' F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovleconomv Mr.Glass Doors,&Windows,Inc. 7440 NW 66"Street Miami,FL 33166 SCOPE' "'• This NOA is beingissued under the applicable rules and regulations overniri they else of cj j jt uction 9*:: � pp g g g.. Q�>:� materials. The documentation submitted has been reviewed and accepted by 1Vljvvt-.Qade CvOrlty RERv...% Product Control Section to be used in Miami-Dade County and other areas where zua1Mted by the Authoritx • Having Jurisdiction(AHJ). j This NOA shall not be valid after the expiration date stated below.The Miami-DablCmItyPreduct Control'; Section(In Miami-Dade County)and/or"the AHJ(in areas other than Miami-Dad4 Mft$y)resUve the right:".: to have this product or material tested for quality assurance purposes. If this product or maleriat fails to - perform in the accepted manner, the manufacturer will incur the expense of such,testing and the Vi ma}l...;9 immediately revoke, modify, or suspend the use of such product or material witlyn their juri4h&18 t. REP. reserves the right to revoke this acceptance, if it is determined by Miami--Dade Gdurky Prockict•Contro;.... Section that this product or material'fails to meet the requirements of the applicable building code.-*• This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. ' DESCRIPTION: Series 11MG5000"Aluminum Window Wall System-L.M.I. APPROVAL DOCUMENT: Drawing No. W11-39, titled "Series MG5000 Alum. Window Wall System (L.M.I.)", sheets 1 through 5, 5.1 and 6 through 12 of 12, dated 07/15/11,with revision`B" dated 08/14/15, e prepared by A]-Farooq Corporation; signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp.with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ' LABELING: Each unit shall bear`d permanent label with the manufacturer's name or logo, city, state, series, and following statement:'"Miami-Dade County Product Control Approved", unless otherwise noted herein. ` RENEWAL of this NOA shalltbe considered after a renes"val 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 ocew-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 No. 13-0107.03 and consists of this page-1 and evidence pages E-�1 and E-2, as well as approval document mentioned above. w ». . The submitted documentation was reviewed by Manuel Perez,P.E. r NOA No. 15-0826.31 ` CMIAMPWADECIUNTY a Expiration Date: ApA103,2018 1 Approval Date: September 24,2015 fa r 3 Mr. Glass Doors &Windows,,Inc. a a NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. ti DRAWINGS 1. Manufacturer's die drawings and sections. _ ► { (Submitted under NOA No. 08-1114.16) 2. Drawing No.W11-39, titled"Series MG5000 Altura. Window Wall System(L.M L)", sheets 1 through 5, 5.1 and 6 through`12 of 12, dated 07/15/11, with rtMsion "B" dated 08/14/15 prepared -b Al-Faroo Coi oration si n 9 ani sealed,jay , ••6••• p P Y q P. � g �" " Javad .• Ahmad P.E. • �. 966699 .... ...... 6690". j B. TESTS •••• • 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 6'6• •6• 996699 .. . ...... 2) Uniform Static Air Pressure Test,Loading pei'F13C,TAS'202-94 ....0• 3) Water Resistance Test,per FBC,TAS 202-#•;•; • 00 4) Large Missile Impact Test per FBC,TAS 201-946 :..::. "• 5) Cyclic Wind Pressure Loading per FBC,TA�•26�44 6; ;•• along with marked-up drawings and installation diagram of an ahuniAwKi •window wall system, prepared by Fenestration Testing' Laboratory,`Inc., Test Report No. FTL-5447, dated 12/19/07, signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOAsNo. 08-1114.16) e a f C. . CALCULATIONS r s 1. Anchor verification calculations and structural- analysis, complying with FBC Stn Edition (2014), dated 07/27/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing-complies with ASTM E1300-09 { D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No, 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Intdrlayers"dated`06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite@ PVB Glass Interlayer"dated 04/25/15, expiring on-12/11/16. E t Mani el P P.E. Product ControU08,26.31 inner `NOA No. Expiration Date:` Apri103,2018 Approval Date': September 24,2015 B-1 - Y } • i Mr. Glass Doors & Windows,Inc. r NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ' { F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014), and of no financial interest, dated 08/06/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. . t 2. Distributor Agreement document in conformance to Product Control guidehhts, dated . 10/20/10, signed by Carla Garcia Torrente and-by Andres CUmo0%respec!w�ly. • 3. Private Labeling Agreement document in conformance to Prp'I•ContrAl,guidelinq.s..% dated 07/19/f l'signed by Andres Chamorro and Ulises Senaris..J ectively.. • (Submitted under previous NOA No. 11-0720.09) •••• • 4. Laboratory compliance letter for Test Report No. FTL-5447'8Afed 12/19/07•issued:- • by Fenestration Testing Laboratory, Inc,, signed and sealed•oy:4ichaei It..*�Venzej,.... P. E. • (Submitter)under NOA No. 08-11.14.16) • ;V ;• •••••• G. OTHERS 1. Notice of Acceptance No. 13-0107.03, issued to Mr. Glass Doors &Windows, Inc.for their Series "MG5000" Aluminum Window Wall System - L.M.I., approved on 03/14/13 and expiring on 04/03/18. k • r a , C F i } Manuel P ez, E. Product Contro Exa iner NOA No.1 826.31 Expiration Date: April 03,2018 Approval Date: September 24,2015 I c� D.L. OPG. D.L. OPG. O.L. OPG, D.L. OPG. D.L. OPG.WIDTH WIDTH ��• g SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 SEE CHART SEE CHART m SHEET 2 SHEET 2 A g aZ 0 UJ 0 Ix ~ ===-= F0 N N tL O a(7 w C9 W = N C I _ a- r Of U , U �' • V do** •••••• 1924 In • • •O W IL•R• ri ••••�• - - ID I / 0 0 IY O N 000000 11 - - - - • • Q W IL �• • . • II / • ZQ1- 0000• = ° N 11 1 llt • • O Q O V) O W B II / "§ •• • Q W�Lr• 0000.• o din -A N M. 8 I I / / D.L. G. D.L. OPG. •••• • .M = o W M a- `'° 7 z o w /� /� I I/ �� WIDT 's. WIDTH • • • •••••• W CA W0:0- (n w o un o w �• �- SEE CHART SEE CHART• - V, m • IWW!► t`O " W in t // SHEET 2 SHEET 2 • •• •� Z •••••� �••••� M j m m tl �/ y �/ �I N •• • o 1 n Toa �I\ O ;!i, N 3 / I j SEE 'MR.NGLASS,! _ _ '� 11 L.M.I. DOOR\NOA c� w U W t' FOR DOOR RANG = = _ m m to C II & DETAILS. \ c�~ 10 6 r m 0 N M a 8 L��==__= O U o v ¢ OD I C) J O J n CD T-14i 4" MAX. 4 t t U N DDl MAX. MULLION SPACING W HEAD/SILL HFA /SIL SEE SHEET 3 & 4 co CORNERS CORNERS WFJ t t 1 y y \,_ DOOR MULLION ANCHORS ANCHORS TYPE A, 8, C OR D I ANCHORS TYPE A. B, C OR 0 1 'SEE SHEET 7 2, '3, 4OR 5 AT EACH JAMB--/ 2, 3, 4 OR 5 AT EACH SIDE OF MULLION--' SEE SHEETS 5 & 5.1 SEE SHEETS 5 & 5.1 TYPICAL ELEVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE r VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS c 0 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. o ^' SERIES MG5000 ALUMINUM WINDOW WALL SYSTEM PRODUC'TRBVISED SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. as complyins%vith the Florida u THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT BulldingCA SHUTTERS ARE NOT REQUIRED. pcceptan'" agigiflop CODE. REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. INSTRUCTIONS: �' V)USE CHARTS AS FOLLOWS. Miatrd adPRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. o '" a o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •a REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED 0 c < ro HURRICANE ZONE (HVHZ). ON WIND VELOCITY, BLDG. HEIGHT,' WIND ZONE LAMINATED GLASS USING APPLICABLE ASCE 7 STANDARD. LARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o LOADS'TO-THE STRUCTURE. '- - _ _ - STEP 2-SEE CHARTS ON SHEET-2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. Engr. JAVAD in e o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS I N a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND FLA• PF 70592 0 _ HEIGHT USING CHARTS ON SHEETS 3 AND 4 CAN. 538 8 D �' ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. c b - NOT PART OF THIS APPROVAL, P t a� STEP 4 USING CHARTS ON SHEETS 5 & 5.1 SELECT ANCHOR OPTION A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2015 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT IN STEP 1 ABOVE. W 1 -39 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 — - -- - - — �- - - - - - REQUIREMENTS OF-THE-FLORIDA BLDG. CODE. - ` AND 4 SHALL APPLY TO ENTIRE SYSTEM. sheet 1 of 12 , GLASS LOAD CAPACITY - PSF O.L.O. WIDTH O.L.O. WIDTH �� M NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' D.L.O. WIDTH D.L.d. HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) it li Z 28" 80.0 130.0 32" 80.0 130.0 I civ ro 36" 80.0 130.0 = �� til ilk _ Q Q 40" 80.0 130.0 6 8A i 84-1/2' z J i I I 0 w . 130.0 w i%j%% a 48 80.0 130.0 r � 52" 80.0 a 130.0 of F 0 • •' 56-1/4' 80.0 130.0 • O �� •�•�•• 2a" ao•o 130.0 = %!jib ALTERNATE BUTTON BUMPER 8A •••• �C •8 • • 3z" 80.0 130.0 o IN LIEU OF VINYL SPACER® '0 a �1�"' •••"• .•.. .0 fa10-DF.°� -- 36" = 80.0 130.0.. _ a _ _ - _ - - - "�•.•• O �y �•.•.� •.• •Q w 0 O ..:..• 40" 90-1/2" 80.0 130.0 •• • SL Z u ..... 44-1/4" 80.0 130.0 SILICONE SILICONE •••• •'� Z A�q •••••• 48" 80.6 130.0 DOW CORNING 982 Q w DOW CORNING 795 DOW CORNING 795 �.•� • .� 52" 80.0 130.0 ,1 4" HEAT STREN'D GLASS / •.• . (3 0 :••••: 28" a0.0 13Q.0 / 1 4" HEAT STREN'D GLASS • • • U 32" 80.0 130.0 .090" Interlayer .090" Interloyer 36" 80.0 130.0 j Butocite PVB SentryGlas 3 40" 96-1/2" 80.0 130.0 By 'Kuraray America, Inc.' 8y 'Kuroroy Americo, Inc-' O ,. d in Z M 44-1/4' 80.0 130.0 4 1/4" HEAT STREN'D GLASS o 1/4" HEAT STREN'D GLASS 3 48' 80.0 130.0 x w 52" 80.0 127.2 z_ m z m o LA 28" 80.0 130.0 N JE N0.' P 32" 80.0 130.0tO j' � `� ii ij 7 � c� �i ,j 7 J O � � ago 36' 102-1 2" 80.0 130.0 `I �jl 'II �i� ¢oCD 00 o 40" 80.0 136:0 �II �I� �ij i! o (A 3 44-1/4' 80.0 130.0 jl ij li it � g Z o 48" 80.0 129.6 8 1 8 i N C7 0 v w �y 0 28" 80.0 130.0woo -E J 32" 80.0 130.0 10 8 10 8 N g 36" 108-1/2" 80.0 130.0 _ 40" 80.0 130.0 GLASS TYPE 'A' GLASS TYPE 'B' 44-1/4- 80.0 130.0 m M 28" 80.0 130.0 o x 32" 80.0 130.0 GLAZING OPTIONS C N N 36" 114--1/2" 80.0 130.0 o of C Q Jg 40" 80.0 130.0 y a I€s n z 44-1/4" 80.0 1 130.0 a o ,. Y V n 0 NOTE: ° o �� o 0 GLASS CAPACITIES ON THIS SHEET ARE GLASS 6 < m BASED ON ASTM E1300-09 (3 SEC. GUSTS). 0 ,Engr. JAVAD AHMAD j n CML FLA. PE 70542 c _ CAX` 536 PRODUCT REVISED y as complying with the Flortda a v Building Code /j AU 2 2015 E g0 oa+D W .L. Browing no. W1 B 1 -39 - - --- - - - - - Product I - - - - - - - - - - - - - sheet 2 of 12 -MULLION LOAD CAPACITY -- PSF V MULLIONS WITHOUT INTERMEDIATE HORIZONTALS JAMB 'J2' UNANCHORED JAMB 'JI' JAMB 11' JAMB 'J3' JAMB 'J3' JAMB OPTIONS aD 3 NOMINAL DIMS. MULL 'M1' MULL 'M2' MULL 'M3' MULL 'M4, MULL OPTIONS O w EXT. (+) EXT. (+) EXT. (+) EXT. (+) .. O WIDTH (W) FRAME HEIGHT INT. (-} INT. (-) INT. (-) INT. {-) t~n 30" 130.0 130.0 130.0 130.0 a! ILC 36' ., � 130.0 130.0 130.0 130.0 _ 42' s'Y 86_1 2. _130.0 130.0 130.0 130.0 JAMB 'J1' JAMB 'J2' JAMB 'J3' A / �- LL 130.0' q 130.0 130.0 130.0 O .�•. ` 54' X130.0!-� � 130.0 130.0 130.0 lix IN-4 I Sx IN-3 Ix IN-4 Sx IN-3 Ix IN-4 I Sx IN-3 • � 5 �.�•• .••.•• 60' 130.0 130.0 130.0 130.0 6.6509 2.6421 10.6486 4.4452 ALUMINUM 6.6509 2.6421 • • C • 00 30' 130.0 130.0 130.0 130.0 STEEL _ 2.7506 1.2225 .... .�CL a. ....:. 36" 130.0 130.0 130.0 130.0 IIxxOiLLUM+ tx STL x 2"9 14.6276 *0 0 0 •O 0 t- O• • • r p 0000•• 42' 90. 130.0• 130.0 _ 130.0-- -130.0 - -- _ _ _ _ _ e- Q jr 0`13L•01 *0:000 •- • N 0000 48' 130.0 130.0 130.0 130.0 4L Z(0~ 0.000 0� 0.•••• 54' 121.7 130.0 130.0 130.0 •• • •j 73 NMN Q • 60' 113.7 130.0 130.0 130.0 •• �Q �i h- • 30' 130.0 130.0 130.0 130.0 36" 130.0 130.0 130.0 130.0 : • 4= 42" 96' 119.9 130.0 130.0 130.0 Z••0•. 0000•• co 48' 107.5 130.0 130.0 130.0 to of 54" 98.4 130.0 127.9 130.0 ►W- 3 60' 91.5 130.0 118.4 130.0 w MULLION ' O ' ' ' ' ' 'M M1MULLION M2MULLION M3MULLION 4' j 0 In 0 30" 130.0 _ 130.0 130.0 130.0 = Z M 36" -126.4 130.0 130.0 130.0 �Op w Ix IN-4 Sx IN-3 Ix IN-4 I Sx IN-3 Ix IN-4 Sx IN 3 Ix IN-4 Sx IN-3 � 3 42' 110"5 130.0 130.0 130.0 98-12' 6.7195 2.6757 10.8072 3.7590 ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757 3 u STEEL 2.7506 1.2225 STEEL 3.7533 3.5717 a W 48" / 99.0 130.0 130.0 130.0 TOTAL 14.6962 TOTAL 17.6047 3 U) o 54' 90.5 130.0 120.8 130.0 LAL_ Ix ALufA + N STL X 2.9 tY ALUM + Ix STL x 2.9 = O M N 58' 85.9 130.0 114.4 130.0 W1 0`00 00 30' 130.0 130.0 130.0 130.0 WIDTH (W) = W1 C:0 3 � o d 36' 113.4 130.0 130.0 130.0 AT FRAME JAMB Z to 42" 102" 99.0 130.0 130.0 130.0 °° N C9 O J M 48' 88.6 130.0 123.2 130.0 w N � 54' 80.7 129.9 111.8 130.0 r Cn r- 56' 78.6 126.4 108.7 129.9 4 30" 112.4 130.0 130.0 130.0 , w w 36' 95.0 130.0 130.0 130.0 _ 42" 108' 82.8 130.0 122.5 130.0 F�Ap" '"" 'S%f' L _ W 48' 73.8 118.8 108.9 130.0 0 o 53' 68.1 109.6 100.2 119.7 0 30' 104.8 130.0 130.0 130.0 36' 88.5 130.0 130.0 130.0 W1 w2V y 42' 110--1/2' 77.1 123.9 116.8 130.0 tt, z Uj V: W1 + 772 •F` 48' 68.7 110.5 103.7 124.0 WIDTH (W) 52' 64.3 103.4 96.9 115.8 ` AT FRAME MULLION 2 N 1A 30" 95.3 130.0 130.0 130.0 o 36' 80.4 129.3 126.1 130.0 N o °S 42' 114' 69.9 112.5 109.4 130.0 d c a m • 48' 62.3 100.1 97.1 116.0 50" 60.1 96.7 93.7 112.0 30' 81.5 130.0 130.0 130.0 PRODUCT REVISED_ Engr: JAVAD AHMAD u► o as complying with the Florida CML 36' 120• 68.6 110.4 113.5 130.0 Buildlttg CodeFLA. PE / 70592. 0 1 i; 42' 59.6 95.9 98"3 117.5 1 AcoeptiW CA .N. 3 8 tce 8 ~ 0 •�y 48' 53.0 85.2 87.1 104.1 Hy NOTE: NUaHDa&Product Co tro INTERPOLATION BETWEEN WIDTHS ALLOWED. drawing no. _ - - - - MULLIONS W1 1 --39 sheet 3 of 12 f MULLION LOAD CAPACITY - PSF ' MULLIONS WITH INTERMEDJATE HORIZONTALS O7 M JAMB 12' UNANCHORED JAMB,71' JAMB 41' JAMB 73' JAMB 'J3' JAMB OPTIONS NOMINAL DIMS. MULL'Ml' MULL 'M2' MULL 'M3' MULL 'M4, MULL OPTIONS O w EXT. (+) EXT. (+) EXT. (+) EXT. (+) WIDTH (W) FRAME HEIGHT INT. (-) INT. (-) INT. (-) INT. (-) (� W 30" 130.0 130.0 130.0 130.0 a a N 36" 130.0 1 130.0 130.0 130.0INTERMEDIATE HORIZONTALS OJ 0 42 '78' 130.0 130.0 130.0 130.0 JAMB Vl' JAMB 72' JAMB 'J3' d 48' 130.0 130.0 130.0 130.0 t] LL 54' 130.0 130.0 130.0 130.0I Ix IN"4 Sx IN-3 Ix IN"4 Sx IN-3 Ix IN-4 Sx Wffl 60' 130.0 130.0' 130.0 130.0 r 6.6509 2.6421 10.6485 4.4452 ALUMINUM 6.6509 2.6421 • • D •• •••••• z STEEL 12.7506 11.2225a C • 30' 130.0 130.0 130.0 130.0 c� TOTAL ••66:, •O a 8 000090 36" 130.0 130.0 130.0 130.0 = la ALUu + do 51L X 2.9 14.6276 *000 •O a h Q • 42" 86-1/2' 130.0 130.0 130.0 130.0 _ - _ ••'• •••••• 48" 130.0 130.0 130.0 130.0 i'i'i ••• a W ••••• • • 54" 116.1 130.0 130.0 130.0 .•: Zto v ••••• 60' 106.3 130.0 127.2 130.0 �••• .� 2 0.7Q4• ••••• 30' 130.0 130.0 130.0 130.0 • • �_ W � 36' 130.0 130.0 130.0 130.0 W1 • •••••• 42' 130.0 130.0 130.0 130.0 •••� U •• • Ln .��•�: 48' 90' 118.0 130.0 130.0 130.0 WIDTH (w) = W v z •• •� AT FRAME: JAMB N• • of 54" 104.9 130.0 130.0 130.0 ,�� 0 60" 94.4 130.0 117.5 130.0 . , MULLION Ml MULLION M2' MULLION 'M3'. MULLION 'M4' 30' 130.0 130.0 130.0 130.0 INTERMEDIATE HORIZONTALS z M -- 36' 129"6' 130.0 130.0 130.0 Tx IN-4 Sx IN-3 Ix IN-4 SX IN"3 Ix IN-4 Sx IN-31 IX IN-4 Sx IN-3 3 42' 111.1 130.0 130.0 130.0 6.7195 2.6757 10.8072 3.7590 ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757 48' 96' 97.2 130.0 129.0 130.0 STEEL 2.7506 1.2225 STEEL 3.7533 3.5717 o w 54" 86.4 130.0 1 14.7 130.0 TOTAL 14 6962 TOTAL 17.6047 I 10 Ix ALUq + M STL x 2.9 he ALUM + Ix STL x 2.9 60' 77.8 125.1 103.2 123.4 0 5 QO 30' 130.0 130.0 130.0 130.0 a 00 I O 36" 120.0 130.0 130.0 130.0 w a 3 LL- 42' 98-1/2' 102.8 130.0 130.0 130.0 g Z W in 48" 90.0 130.0 122.6 130.0 V p _I C'4 C3 54' 80.0 128.7 109.0 130.0 � 58' 74.5 119.8 101.4 121.2 W1 t W2 30' 129.7 130.0 130.0 130.0 36" 108.1 130.0 130.0 130.0 Wl + W2- 42' 102' AT FRAMEME MULLION 92.6 130.0 130.0 130.0 W (W) = 2 " 48" 81.01 130.0 114.3 130.0 54" 72.0 115.9 101.6 1121.4 N 56" 69.5 111.7 98.0 117.1 ID 30" 109.2 130.0 130.0 130.0 36' 91.0 130.0 1 130.0 130.0 N 42' 108' 78.0 125.5 116.5 130.0 o w z 0 4B' 68.3 109.8 102.0 121.9 53' 61.8 99.5 92.3 110.4 N ,(1 30" 102.0 130.0 130.0 130.0 0 36' 85.0 130.0 129.9 130.0 v� ID o 42" 110-1/2' 72.8 117.2 111.3 130.0 a m 48" 63.7 102.5 97.4 116.4 52' 58.8 94.6 89.9 107.4 _ 30" 92.9 130.0 130.0 130.0 r PRODUCT REVISED Engr: JAVAD AHMAO as complying%vith the Florida w o 36' 77.4 124.5 122.0 130.0 Building CodeL CML 1 42' 114' 66.3 106.7 104.6 125.0 Aomptance No w .3� CAPE 70592 .N. 3538 � I 48' 58.0 93.4 91.5 109.4 rx- 50' 55.7 89.8 87.8 105.0a Lib-0 BY 30' 79.6 128.1 130.0 130.0 [educt C ntr 36' 120" 66.4 106.7 110.1 130.0 A ?015 drawing no. 42' 56.9 91.5 94.4 112.8 NOTE MULLIONS - W1 1 -39 48' 49.8 80.1 82.6 98.7 INTERPOLATION BETWEEN WIDTHS ALLOWED. sheet 4 of 2 MR. GLASS DOOR do TRANSOM M INTERMEDIATE SEE SEPARATE NO I HORIZONTALS ONAL DOOR LASS ALL FIXED LITfS [SEE SEPARATE NOALAJ ____-__- — o II 0 D OR II I I I II II / II /. O 0 ORII 111 11 II 11 II m u / I� __ 0+ 0 IL c � w w w n i• �; w _ '� ' _ � II �� I! -__ z �� ' II I If �: Il =_- � II : II • V � !'�•• 0000•• w /. _ ___-_ /, w /. I --- W /. II I II --- w /. 1 .� •• �y 0 W tM1 • - / IIF 1 II �/ ~ 0. >g • - �-- 11 \ I III / 11 'i II � I11 �� •••� .o �� r_, 3 0000•• /• II >, '/ II 11 1 II II /• II \ It 0000 •�Q/ 0: :0000: II 1 11 / 11 /' I 11 ••• iii 0 ti • • II \\1 II \ Il 111 / II f =_-- II(� 0000 LL W 1 0 0000• Nv - ------J 0000 • U !� • • t 0000• --- 0000 •� � ��.� 0000•• • 0000 • •�' • w1 w2 w1 w2 w1 w2 LW—IL w2 0.00:• WS + W2 W1 + W2 Wi W2 WIDTH (W) = W1 + W2 0000 : —Z.••••� :0000: WIDTH (W) 2 WIDTH (W) 2 WIDTH-(W) 2 + 4 2 •• • FW-- 3 0 � O � � a � 0 3^ � �LJ � 3' ¢ pto J4- 3" 00 3 [:two v 4" 4^ 3 03` 3 N a d � LU 3^ 3^ 3" 3^ 3" 3" 3" 3' 3` W x m m 4 A2, B2, C2, D2 A3, B3, C3, D3 A4, B4, C4, D4 A5, B5. C5 oo� E W, 00 ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION SEE SHEET 5.1 FOR ANCHOR CAPACITY CHART. z c3 A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION SEE SHEET 8 FOR ANCHOR DESCRIPTION. B2 = (2 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION iii N m I C2 = (2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION m a voi a p D2 = (2) ANCHORS TYPE V AT EACH SIDE OF JAMB AND MULLION (4 o 0 A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLIONANCHORS v 0 a m B3 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D3 =_(3),ANCHORS TYPE b'. AT-EACH SIDE OF JAMB AND MULLION En9r: JAVAD AHMAD A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION CML i 114 = 4 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION FLA. PE 70592 C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION CAN. 538 D4 = (4) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION PRODUCTREVISED o ?' as complying with the Florida $ A5 = (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION guildingCodc 000, B5 = 5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION Acaoptoltc@ 0 drawing no. C5 = �5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION Date W11 -39 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. he 0 product Cot ro sheet of 2 ANCHOR LOAD CAPACITY - PSF EXT.(+) do INT.(-) ` M 1/2" MAX. SHIM SPACE 3/8' MAX. SHIM SPACE 1/4° MAX. SHIM � NOMINAL DIMS. ANCHORS TYPE 'AANCHORS TYPE 'B' ANCHORS TYPE 'C' ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' ANCHORS TYPE 'D' 3 WIDTH (W) FRAME HEIGHT A2 A3 A4 A5 B2 B3 B4 B5 C2 C3 C4 CS A2 A3 A4 A5 B2 B3 B4 B5 C2 C3 C4 C5 D2 D3 D4 O LLJ 30' 64.7 97.1 129.5 130.0 73.6 110.4 130.0 130.0 .127.6 130.0 130.0 130.0 85.9 128.9 130.0 1313.0 97.5 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 W N 0 36' 54.0 80,9 107.9 130.0 61.3 92.0 122.7 130.0 106.4 130.0 130.0 130.0 71.6 107.4 130.0 130.0 81.3 121.9 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 F a N 42r 72' 46.2 69.4 92.5 115.6 .52.6 78.9 105.1 130.0 91.2 130.0 130.0 130.0 61.4 92.1 122.7 130.0 69.7 104.5 130.0 130.0 120.6 130.0 130.0 130.0 130.0 130.0 130.0 O 0 48' 40.5 60.7 80.9 101.2 46.0 69.0 92.0 115,0 79.8 119.7 130.0 130.0 53.7 80.5 107.4 130.0 61.0 91.5 121.9 130.0 105.6 130.0 130.0 130.0 127.7 130.0 130.0 d W 54' 36.0 54.0 71.9 89.9 40.9 61.3 81.8 102.2 70.9 106.4 130.0 130.0 47.7 71.6 95.5 119.3 54,2 81.3 108.4 130.0 93.8 130.0 130.0 130.0 113.5 130.0 130.0 p 60" 32.4 1 48.6 64.7 80.9 36.8 55.2 73.6 92.0 63.8 95.7 127.6 130.0 43.0 64.4 1 85.9 107.4 48.8 73.2 97.5 121.9 84.5 126.7 130.0 130.0 102.1 130.0 130.0 Q -V-- 36- e10030" 59.8 89.6 119.5 130.0 67.9 101.9 130.0 130.0 117.8 130.0 130.0 130.0 79.3 119.0 130.0 130.0 90.0 130.0 130.0 130.0 130.0 -130.0 130.0 1 130.0 130.0 130.0 130.0 V C •d•• 0660:0 36" 49.8 74.7 99.6 124.5 56.6 84.9 113.2 130.0 98.2 130.0 130.0 130.0 66.1 99.1 130.0 130.0 75.0 112.6 130.0 130.0 129.9 130.0 130.0 130.0 130.0 130.0 130.0 •• a +I • •••.0• •• • CL 4 • 000 - 42" 42.7 64.0 85.4 106.7 48.5 72.8 97.1 121.3 84.1 126:2 130.0 130.0 56.7 85.0 113.3 130,0 64.3 86.5 128.6 130.0 111.4 130.0 130.0 130.0 130.0 130.0 130.0 0 78" ••0•0 Q 03 r -• '• • 48" 37.4 56.6 74.7 93.4 42.5 63.7 84.9 106.2 73.6 110.4 130.0 130.0 49.6 74.4 99.1 123.9 56.3 84.4 112.6 130.0 97.4 130.0 130.0 130.0 117.8 130.0 130.0 *009 � 00 0• :*009: 54" 33.2- 49.8 66.4 83.0` 37.7 56.6 75.5 94.4 65.4 98.2 -130:0 130.0 44.1 66.1 . -88.1- 110,2' 50.0 75.0 100.0 -125.1- 86.6 129.9 130:0 130.0 104.8 130.0-1130.0 0 0 a 1 14 i f - 0 0 0 0 60' 29.9 44.8 59.8 74.7 34.0 51.0 67.9 84.9 58.9 88.4 117.8 130.0 39.7 59.5 79.3 99.1 45.0 67.5 90.0 112.6 78.0 116.9 130.0 130.0 94.3 130.0 130.0 •0:• LL Z - 0• 4.0 30" 53.9 80.8 107.8 130.0 61.3 91.9 122.5 130.0 106.2 130.0 130.0 130.0 71.5 107.3 130.0 130.0 81.2 121.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 00 0.0 l:4 Z •A •••••• u! • 36' _ :,,644.9 67.4 89.8 112.3 51.1 76.6 102.1 127.6 88.5 130.0 130.0 130.0 59.6 89.4 119.2 130- 67.7 101.5 130.0 130.0 117.2 130.0 130.0 130.0 130.0 130.0 130.0 000* • • X42" X38 5 M57 7 R-77:0„,96.2 43.8 65.6 87.5 109.4 75.9 113.8 130.0 130.0 51.1 76.6 102.2 127.7 58.0 87.0 116.0 130.0 100.4 130.0 130.0 130.0 121.4 130.0 130.0 • •••••• -71 33�7'' �50.5,N �.X84 2 38.3 57.4 76.6 95.7 66.4 99.6 130.0 130.0 44.7 67.0 89.4 111.7 50.7 76.1 101.5' 128.9 87.9 130.0 130.0 130.0 106.3 130.0 130.0 : 0 �j �n i•0 0 0 i 54" 44.9 59.9 74.9 34.0 51.1 68.1 85.1 59.0 68.5 1 f 8.0 130.0 39,7 59.6 79.5 99.3 45.1 67.7 90.2 112.8 78.1 117.2 130.0 130.0 94.5 130.6 130.0 Z+ • •N •• • � 60' 26.9 40.4 53.9 67.4 30.6 45.9 61.3 76.6 53.1 79.7 106.2 130.0 35.8 53.6 71.5 89.4 40.6 60.9 81.2 101.5 70.3 105.4 130.0 130.0 85.0 127.5 130.0 (p 1 30' 51.8' 77.7 103.6 129.5 58.9 88.3 117.8 130.0 102.1 130.0 130.0 130.0 68.7 103.1 130.0 130.0 78.0 117.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 � 3 36" 43.2 64.7 86.3 107.9 49.1 73.6 98.1 122.7 85.1 127.6 130.0 130.0 57.3 85.9 114.6 130.0 65.0 97.5 130.0 130.0 112.6 130.0 130.0 130.0 130.0 130.0 130.0 J Z Ln M 42" 37.0 55.5 74.0 92.5 42.1 63.1 84.1 105.1 72.9 109.4 130.0 130.0 49.1 73.6 98.2 122.7 55.7 83.6 111.5 130.0 96.5 130.0 130.0 130.0 116.7 130.0 130.0 1 3 _ 90' . 48' 32.4 48.6 64.7 80.9 36.8 55.2 73.6. 92.0 63.8 95.7 127.6 130.0 43.0 64.4 85.9 107.4 48.8 73.2 97.5 121.9 84.5 126.7 130.0 130.0 102.1 130.0 130.0 3 � 54' 28.8 43.2 57.6 71.9 32.7 49.1 65.4 81,8 56.7 85.1 113.4 130.0 38.2 57.3 76.4 95.5 43.4 65.0 86.7 108.4 75.1 112.6 130.0 130.0 90.6 130.0 130.0 z N ILLI 60' 25.9 38.8 51.8 64.7 29.4 44.2 58.9 73.6 51.1 76.6 102.1 127.6 34.4 51.6 68.7 85.9 39.0 58.5 78.0 97.5 67.6 101.3 130.0 130.0 81.7 122.6 130.0 3 r i- SEE SHEETS 5 AND 8 O cn M 30" 48.6 72.8 97.1 121.4 55.2 82.8 110.4 130.0 95.7 130.0 130.0 130.0 64.4 96.7 128.9 130.0 73.2 109.7 130.0 130.0 126.7 130.0 130.0 130.0 130.0 130.0 130.0 FOR ANCHOR DESCRIPTION. 0M 36' 40.5 60.7 80.9 101.2 46.0 69.0 92.0 115.0 79.8 119.7 130.0 130.0 53.7 80.5 107.4 130.0 61.0 91.5 121.9 130.0 A05.6 130.0 130.0 130.0 127.7 130.0 130.0 0 00 0 42" 96, 34.7 52.0 69.4 86.7 39.4 59.1 78.9 98.6 68.4 102.6 130.0 130.0 46.0 69.0 92.1 115.1 52.3 78.4 104.5 130.0 90.5 130.0 130.0 130.0 109.4 130.0 130.0 0 tJi a PRODUCT REVISED � 48" 30.4 45.5 60.7 75.9 '34,5 51.8 69.0 86.3 59.8 89.7 119.7 130.0 40.3 60.4 80.6 100.7 45.7 68.6 91.4 114.3 79.2 118.8 130.0 130.0 95.8 130.0 130.0 c3 as complying with Iho Florida :� o 54" 27.0 40.5 54.0 67.4 30.7 46.0 61.3 76.7 53.2 79.8 106.4 130.0 35.8 53.7 71.6 89.5 40.6 61.0 81.3 101.6 70.4 105.6 130.0 130.0 85.1 127.7 130.0 lding Code -J w 60" 24.3 36.4 48.6 60.7 27.6 41.4 55.2 69.0 47.9 71.8 95.7 119.7 32.2 48.3 64.4 80.6 36.6 54.9 73.2 91.4 63.3 95.0 126.7 130.0 76.6 114.9 130.0 axl==No �� N W J 30" 47.3 71.0 94.7 118.3 53.8 80.7 107.6 130.0 93.3 130.0 130.0 130.0 62.8 94.2 125.6 130.0 71.3 107.0 •130.0 130.0 123.5 130.0 130.0 130.0 130.0 130.0 130.0 Date N 36" 39.4 59.2 78.9 98.6 44.8 67.2 89.7 112.1 77.7 116.6 130.0 130.0 52.3 78.5 104.7 130.0 59.4 89.1 118.8 130.0 102.9 130.0 130.0 130.0 124.4 130.0 1 130.0 42" 98-1/2" 33.8 50.7 67.6 84.5 38.4 57.6 76.9 96.1 66.6 100.0 130.0 130.0 44.9 67.3 89.7 112.2 50.9 76.4 101.9 127.3 88.2 130.0 130.0 130.0 106.7 130.0 130.0 ot n 1 48" 29.6 44.4 59.2 73.9 33.6 50.4 67.2 84.1 58.3 87.5 116.6 130.0 39.3 58.9 78.5 98.1 44.6 66.8 89.1 111.4 77.2 115.7 130.0 130.0 93.3 130.0 130.0 0 W 54' 26.3 39.4 52.6 65.7 29.9 44.8 59.8 74.7 51.8 77.7 103.7 129.6 34.9 1 52.3 69.8 87.2 39.6 59.4 79.2 99.0 68.6 102.9 1130.0 130.0 83.0 124.4 130.0 O W M 30" 45.7 68.6 91.4 114.3 52.0 77.9 103.9 129.9 90.1 130.0 130.0 130.0 60.6 91.0 121.3 130.0 68.9 103.3 130.0 130,0 119.2 130.0 130.0 130.0 130.0 130.0 130.0 -J a 36" 38.1 57.1 76.2 95.2 43.3 64.9 86.6 108.2 75.1 1112.6 130.0 130.0 50.5 75.8 101.1 126.4 57.4 86.1 114.8 130.0 99.4 130.0 130.0 130.0 120.2 130.0 130.0 Q o 42' 102" 32.6 49.0 65.3 81.6 37.1 55.7 74.2 92.8 64.3 1 96.5 128.7 130.0 43.3 65.0 86,6 108.3 49.2 73.8 98.4 123.6 85.2 127.7 130.0 130.0 103.0 130.0 130.0 3�;3 48" 28.6 42.8 57.1 71.4 32.5 48.7 64.9 81.2 56.3 84.5 112.6 130.0 37.9 56.9 75.8 94.8 1 43.0 64.6 86.1 107.6 74.5 111.8 130.0 130.0 90.1 130.0 1 130.0 U 54' 25.4 38.1 50.8 63.5 28.9 43.3 57.7 72.2 50.0 75.1 100.1 125.1 33.7 50.5 67.4 84.2 38.3 57.4 76.5 95.6 66.2 99.4 130.0 130.0 80.1 120.2 130.0 W z 2 30" 43.2 64.7 86.3 107.9 49.1 73.6 98.1 122.7 85.1 127.6 130.0 130.0 57.3 85.9 114.6 130.0 65.0 97.5 130.0 130.0 112.6 130.0 130.0 130.0 130.0 130.0 130.0 36" 108" 36.0 54.0 71.9 89.9 40.9 61.3 81.8 102.2 70.9 106.4 130.0 130.0 47.7 71.6 95.5 119.3 54.2 81.3 108.4 130.0 93.8 130.0 130.0 130.0 113.5 130.0 130.0 0' a O 42" 30.8 46.2 61.7 77.1 35.0 52.6 70.1 87.6 60.8 91.2 121.5 130.0 40.9 61.4 81.8 102.3 46.5 69.7 92.9 116.1 80.4 120.6 130.0 130.0 97.3 130.0 130.0 V) c 48" 27.0 40.5 . 54.0 67.4 30.7 46.0 61.3 76.7 53.2 79.8 106.4 130.0 35.8 53.7 71.6 89.5 40.6 61.0 81.3 101.6 70.4 105.6 130.0 130.0 85.1 127.7 130.0 .0 o a$ 30" 42.2 .63.3 84.4 105.5 48.0 71.9 95.9 119.9 83.2 124.7 1 130.0 130.0 1 56.0 84.0 112.0 130.0 63.6 95.3 127.1 130.0 110.1 130.0 130.0 130.0 130.0 130.0 130.0ANCH4R5 36' 110-1/2" 35.2 52.7 70.3 87.9 40.0 59.9 79.9 99.9 69.3 103.9 130.0 130.0 46.7 70.0 93.3 116.6 53.0 79.4 105.9 130.0 91.7 130.0 130.0 130.0 110.9 130.0 130.0 z _ 42' 30.1 45.2 60.3 75.3 34.3 51.4 68.5 85.6 59.4 89.1 118.8 130.0 40.0 60.0 80.0 100.0 45.4 68.1 90.8 113.5 78.6 117.9 130.0 130.0 95.1 130.0 130.0 W _ W _ 48' 26.4 39.6 52.7 G5.9 30.0 45.0 59.9 74,9 52.0 78.0 103.9 129.9 35.0 52.5 70.0- '87.5 39.7 59.6 79.4 99.3 68.8 103.2 130.0 130.0 83.2 124,8 130.0 Engr: JAVAO /WMAD A o } 30" 40.9 61.3 81.8 102.2 46.5 69.7 93.0 116.2 80.6 120.9 130.0 130.0 54,3 81.4 108.5 130.0 61.6 92.4 123.2 130.0 106.7 130.0 130.0 130.0 129.0 130.0 130.0 FLA.CO pF 70592 36' 34.1 51.1 68.2 85.2 38.7 58.1 77.5 96.8 67.2 100.8 130.0 130.0 45.2 67.8 90.4 113.1 51.3 77.0 102.7 128.4 88.9 130.0 130.0 130.0 107.5 130.0 130.0 CAX a38 114" Z o 42" 29.2 43.8 58.4 73.0 33.2 49.8 66.4 83.0 57.6 86.4 115.2 130.0 38.8 58.1 77.5 96.9 44.0 66.0 88.0 110.0 76.2 114.3 130.0 130.0 92.2 130.0 130.0 O v u 48" 25.6 38.3 51.1 63.9 29.1 43.6 58.1 72.6 50.4 75.6 100.8 125.9 33.9 50.9 67.8 84.8 38.5 57.8 77.0 96.3 66.7 100.0 130.0 130.0 80.6 120.9 130.0 1'- 30" 30" 38.8 58.3 77.7 97.1 44.2 66.2 88.3 110.4 76.6 114.9 130.0 130.0 51.6 77.3 103.1 128.9 58.5 87.8 117.1- 130.0 101.3 130.0 130.0 130.0 122.6 130.0 130.0 p drawing no. 36' 32.4 24 -'6 64.7 80.9 36.8 55.2 73.6 92.0 63.8 95.7 127.6 130.0 43.0 64.4 85.9 107.4 48.8 73.2 97.5 121.9 84.5 126.7 130.0 130.0 102.1 130.0 130.0 0- ,20" W W1 1 -39 42' 27.7 55.5 69.4 31.5 47.3 63.1 78.9 54:7 82.0 109.4- 130.0 36.8 55.2 73.6 92.1 41.8 62.7 83.6 104:5 72.4 108.6 130.0 130.0 87.5 130.0 130.0 48' 24.3 48.6 60.7 27.6 41.4 55.2 69.0 47.9 71.8 95.7- 119.7 32.2 48.3 64.4 80.6 36.6 54.9 73.2 91.4 63.3 95.0 126.7 130.0 76.6 1 114.9 130.0 Z APG 2,1201 sheet 5,1 of 12 DOOR MULLION LOAD CAPACITY-PSF DOOR MULLION LOAD CAPACITY-PSF �V rrn JAMB 'JD2' JAMB 'JD2' j JAMB 'JD1' JAMB 'JD1' JAMB 7D3' JAMB 'JD3' JAMB 'JD1' JAMB 'JDI' JAMB 'JD3' JAMB 'JD3' SIDELITE FRAME MULL 'MDI'MULL 'MD2'MULL 'MD3'MULL 'MD4' SIDELITE FRAME MULL 'MDI'MULL 'MD2'MULL 'MD3'MULL 'MD4' Z ti w WIDTH HEIGHT EXT. {+). EXT. (+) EXT. (+) EXT. (+) WIDTH HEIGHT EXT. (+) EXT. (+) EXT. (+) EXT. (+) a INCHES INCHES INT. (-) INT. (-) INT. (-) INT. (-) INCHES INCHESINT. (-) INT. (-) INT. (-) INT. (-) H W O 32 120.0 120.0 120.0 120.0 32 90.0 90.0 90.0 90.0 e 2 N 36 r y 120.0 120.0 120.0 120.0 36 90.0 90.0 1 90.0 90.0 jai p p - 42 86-1/2 120.0 120.0 120.0 120.0 42 98-1/2 90.0 90.0 90.0 90.0 0 48 120.0 120.0 120.0 120.0 48 90.0 90.0 90.0 90.0 11 C 54 120.0 120.0 120.0- 120.0 _ 54 85.7 90.0 90.0 90.0 O •��• 60 119.4 120.0 120.0 120.0 32 77.6 90.0 90.0 90.0 • G •�.• •••• • 32 109.5 120.0 120.0 120.0 36 110-1/2 73.8 90.0 90.0 90.0 •• Or O W�•>3 •• 36 104.2 120.0 120.0 120.0 42 68.8 90.0 90.0 90.0 •••.; Q CL�iQ•O •"••' 42 98-1/2 97.2 120.0 120.0 120.0 48 64.5 90.0 90.0 90.0 0000 0 .3 � pl`p � i••••i rn 48 91.1 120.0 - 120.0 - 120.0 - - - - - - 32 - - 70.6- 90.0 90.0 90.0 • • �' �' O• • - 54 85.7 120.0 116.6 120.0 36 67.2 90.0 90.0 90.0 • a W � •• • W • • 32 77.6 120.0 118.4 120.0 42 114 62.7 90.0 90.0 90.0 •••• ll. Z •� ••••• •••• ar 0 Q• •••••• 36 110-1/2 73.8 114.4 112.7 120.0 1 48 58.7 90,0 90.0 90.0 �••� < Z �• •• 42 68.8 106.7 105.1 120.0 32 60.6 90,0 90.0 .90.0- • •••••• • . • • 48 64.5 100.0 98.5 117.7 36 120 57.6 89.4 90.0 90.0 • - U•• • . : • 42 53.8 83.3 89.1 90.0 a .° MR. GLASS 45 1/2" MAX. 87 1/2" MAX. 48 50.4 78.1 83.5 90.0 • 00 N n DOOR DOOR WIDTH d00R WIDTH 45 1/2" MAX. � SEE SEPARATE NOA MR. GLASS ' O DOOR DOOR WIDTH O to SEE SEPARATE NOA 3 rOi D OR ! / II 0 OR II Il i o W OR'h i, 11 / II i. O i, If i, c7 -------- - 3 [Y F- (fl / _ tl II i fl -- ------ - -- --- (n -------- ---=-- Oi. I p m c� E q / .i\ N o = -_____LLJ ,� O U --__----- If Gi j1 =______-_ O Z U = _ ---- II IIIb p =_-_- c� / ao u O z D OR II o J o W IIS - = EL O � W = __=_= IJ ]i = O F- h II / II '� F O (/) L _ v► If In III\ II It O � D' OR = II \ IIilIt \\ 1I'l %/�,�• p �/,• IIII \\ I1� I I / it w°o ir o M I✓ /j I to O I II ' O O1 o wW J M Ld a II \ Ij II \ II I II / if in .j. II II O z w w w I-- (L cn 00 - o cco Of / " o SIDELITE WIDTH 43 MAX 4, INTERMEDIATE SIDELITE WIDTH 85 3/4" MAX. HORIZONTALS II \ 1! SEE CHART CL TO CL DIM. SEE CHART CL TO CI. DIM. OPTIONAL � o 43 3/4" SIDELITE WIDTH MAX. u3 PRODUCTfl%IYAI CL TO CL DIM. N U as complying%villi the Ftotids °' Z Building Code .. 2 101 I Acceptance No � �. J dr C irodoll Date 12p N 00 09 < y n m '� ado�`°�° DOOR-WINDOWALL TRANSITION MULLION Engr: JAVAD AHMAD V - in o - CIVIL 5 FLA. PE # 70592 a f JAMB 'JD1' JAMB 'JD2' JAMB 'JD3' MULLION 'MDI' MULLION 'MD2' MULLION 'MD3' MULLION 'MD4' CAN. 3538 o c 4x 3 Ix IN-4 Sx IN`�31 Ix IN"4 Sx IN-3 It IN-4 SX IN-31 Ix IN-4 I Sx IN-3 Ix IN-4 I Sx IN 3 Ix IN-4Sx IN"'3 Ix IN-4Sx IN-3 6.570 2.7226 110.6577 3.8057 ALUMINUM 6.570 2.7226 6.7195 12.6757 j 110.807214.4788 ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 12.6757 STEEL 2.7506 1.2224 1 STEEL 2.7506 1.224 STEEL 3.7533 13.5717 drawing no. TOTAL TOTAL TOTAL r- �] Ix ALUM + Ix STL X 2.9 14.5467 Ix ALUM + Ix S11 X 2.9 14.6962 Ix ALUM + Ix STL X 2.9 17.6041 1l] [� O W1 1 -39 T sheet 6 of 12 p00R MULLION LOAD CAPACITY-PSF DOOR MULLION ANCHOR LOAD CAPACITY PSF V MR. GLASS EXT.(+) & INT.(-) rn JAMB 'JD2' DOOR & TRANSOM M JAMB 'JD1' JAMB 'JDI' JAMB 'JD3' JAMB 'JD3` SEE SEPARATE NOA 1/2" MAX. SHIM SPACE SIDELITE FRAME MULL 'MD1'MULL 'MD2'MULL 'MD3'MULL 'MD4' ____- ------------- HEAD ANCHORS SILL ANCHORS WIDTH 'HEIGHT I NOMINAL DIMS. TYPE 'C' TYPE C. Z ti Ems' (+) EXT. (+) EXT. (+) EXT. (+) " I 0 w t /, o INCHES INCHES INT. (-) INT. (-) INT. (-). INT. (-) I I WIDTH (W) FRAME HEIGHT C4 C5 C3 30 90.0 90.0 90.0 90.0 -----� � 30 40.0 90.0 90.0 Q N N 36 ,90.0 90.0 90.0 90.0 - 17 ' "� - 36 90.0 90.0 90.0 ' 42 90.0 90.0 90.0 90.d D OR 11 / p I !t \ ii �� 42 96 90.0 90.0 40.0 0 `i 96' = II / 11 111 48 90.0 90.0 90.0 90.0 ' D' OR II III 4 p = 48 89.4 90.0 90.0 d w a II / Il I II a 54 85.5 90.0 90.0 IX c 54 85.4 90.0 { 90.0 90.0 i v E II / III 11 II ---- N w W II i II I it �i II o = 60 81.8 90.0 90.0 0 ••j•• •••••• 60 81.0 90.0 90.0 90.0 4/ :�. II 14 % yl • a i Jz$6.3 90.0 90.0 of30 O 30 90.0 90.0 90.0 •.•• ocy C W�•�4 .o 36 80.9 90.0 90.0 90.0 �I r'l /�i �- O 3b 90.0 90.0 90.0 ••• •O a �•Q•l{ ••••i• 42 102 76.2 90.0 90.0 90.0 II \ 11 5111 / II a0 0 42 102 89.9 90.0 90.0 •••• •Q ajJ -�, i••••i 48 71.9 90.0 90.0- - 90.0 - u \\ -II I i1 " - 48 _ 85.7 90.0 90.0 :..: •• mg ••O�S4 b8.2 90.0 90.0 90.0 IIlI / II 54 81.8 90.0 90.0 LL Iw ?lrie••o ••• • Z •� I.i ••••• _ _ 30 90.0 90.0 90.0 • • 30 69.6 90.0 90.0 90.0 1 =_ •• • >J V' Q•� •••••• 36 b5.4 90.0 90.0 90.0 ------ - 36 108 90.0 90.0 90.0 •••• Q W �• • 42 61.7 90.0 90.0 90.0 • •••••• - 108 42 86.3 90.0 90.0 • • • 48 58.5 90.0 88.3 90.0 SIDEUTE WIDTH 85 3/4" MAX. _ 48 82.2 90.0 90.0 • . • • 30 57.2 88.7 90.0 90.0 SEE CHART DOOR WIDTH 30 90.0 90.0 90.0 •• o=i L) •• • a'no :•• M • .N 36 53.9 83.6 85.3 90.0 36 114 87.5 90.0 90.0 `•• • °� 42 114 51.0 79.0 80.7 90.0 42 83.0 90.0 90.07 3 48 48.3 74.9 76.6 90.0 48 79.0 90.0 90.0 0 30 47.8 74.1 78.7 90.0 30 89.3 90.0 90.0 Z 36 120 45.1 69.9 74.4 88.9 36 120 84.4 90.0 90.0 3 42 42.7 66.2 70.5 84.2 42 80.0 90.0 90.0 o`d LLI 48 40.5 62.8 67.0 80.1 Y 48 76.0 90.0 90.0 g CD 3" 3„ 3" 3" = O 1n V) N 3„ 3" r 3" 3" a � o DOOR-WINDOWALL TRANSITION MULLION Y6- _I 3 co I 6" IICD En U- Z o I ! tL I j w 0 M 4 !I 3" 11 Fes- I ,� IY •- w com .I rfl .1 =�= 6" 'Cl' AT HEAD 'C5' AT HEAD I 3' 3" 3" N PRODUCT REVISED N o_ ac cmnplying wltb the 14001111 �. c SutldIng Code �, 8L 'C3' AT SILL ° 15 /.��ptanco No C� Z o11De19 ! C/J.$ ANCHORS TYPES' SEE SHEET 8 FOR DESCRIPTION y C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION D z o �eaUet Ry C707t10 C5 =. (5) ANCHORS TYPE 'C' AT EACH SIDE OF ODOR MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION vi H C N V O O O �- ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. •5 o 0 I L c a m TRANSITION MULLION ANCHORS Engr: JAVAD AHMAD - CML FIA. PE 0 70592 a JAMB-'JDI' JAMB 'JD2' JAMB 'JD3' MULLION 'MDl' MULLION 'MD2' MULLION 'MD3' MULLION 'MD4' Cim a a rIx IN-4 Sx IN 3 Ix IN�4 Sx IN 3 Ix IN"4 Sx IN"3 Ix IN-4 Sx .IN"3 Ix IN^4 Sx IN 3 Ix IN"4 Sx IN-3 Ix IN-4 Sx IN-3 v rou6.570 2.7226 10.6577 3.8057 ALUMINUM 6.570 2.7226 6.7195 2.6757 10.8072 4.4788 ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757STEEL 2.7506 1.2224 STEEL 2.7506 1.224 STEEL 3.7533 3.5717 drawing no. Iv ALUM'+ Ir M x 2.9 14.5467 tx-ALUM + � s>2 x 2s 14.6962 Tdu�+ Ix Sn x 29 17.6041 W1 1 -39 _015 - -- - - --- sheet 7 of 12 • TYPICAL ANCHORS TYPICAL ANCHORS y �V I SEE ELEV. FOR SPACING 1Y BUCKS SEE ELEV. F R SPACING W m chi 'TYPICA 6 09 SEEgELEV. FOR SPACING ed 4 o a — — —_ — — — — — - 3 d _ N ' TYPE 'A'- 1/4!!�DIA'UL CTRACTRA QN BY 'ELCO' �(Fu=177 KSI;-Fy=155 KSI) Q :. 3 0 NTO 20Y WOOD BUCKS OR WOOD STRUCTURES F Ld o O WITH 1-1/2" MIN. PENETRATION INTO' WOOD Q a to , NO �• �" THRU 18Y WOOD BUCKS INTO CONCRETE Iz Oo M. :y 1 WITH 1 1/4" MIN. EMBED INTO CONCRETE d DIRECTLY INTO CONCRETE Tom.. • c WITH 1-1/4" MIN.-EMBED:j[NTO CONC. 0 t •�•• COQ ��V (4Q U • � M•• ••••.• ANCHOR EDGE DISTANCES ° ¢ W • • " I w ` INTO CONCRETE AND MASONRY = 2-1/2" MIN. ' •••• •0¢Q t $ ••••:• 1 oN W`�0 ox W�'o L INTO WOOD STRUCTURE = 1" MIN. ..•: 00 0 IN IN � �. �••�� 1/4' DW KWIK CON 'HILTI' Fu=163 KSI, F -157 KSI Q m U) - o • • ` III ;i� TYPE 8- IJ E)Y ( Y- ) .... .LL z � - � ..:..' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ..'. ',� 6A .,.... " III ql I WITH 1-1/2" MIN. PENETRATION INTO WOOD ••, �Q �� • rel 4 TYPICAL ANCHORS THRU 1 BY WOOD BUCKS INTO CONCRETE • ••••:• I I SEE 'ELEV. FOR SPACING " MIN. EMBED INTO CONCRETE , IL I STRUCTURES '..' :� V .. m ;""; DIRECTLY INTO CONCRETE v Z • •N so 0 o WITH 1--1/4" MIN. EMBED INTO CONIC. o IFi :ii 4 I f NQHQR EDGE DISTANCES p r. I INTO CONCRETE AND MASONRY =•3" MIN. M li II INTO WOOD STRUCTURE = 1" MIN. 3 W vai X: TYPE 'C' ,rTf16" OIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) z_ N � c0 ►- 0 2 I �* W"� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES N w Nv' WITH 1-1/2" MIN. PENETRATION INTO WOOD p 04 = W © THRU 18Y WOOD BUCKS INTO CONCRETE aDo 1 WITH 1-1/4" MIN. EMBED INTO CONCRETE 2 N Z W f DIRECTLY INTO CONCRETE o WITH 1-1/4" MIN. EMBED INTO CONC. N o - W 04 0 Iii if ANCHOR EDGE DISTANCES cn m w m 12 II II I INTO CONCRETE AND MASONRY = 3" MIN. III lid L INTO WOOD STRUCTURE = 1-1/4" MIN. o I Ill TWO PIECE OR ONE PIECE TYPE 'DLING'- ]f4" DIA. TEKS OR SELF DRILSCREWS STfST (GRADE 5 CRS) -�. • HORIZONTAL INTO METAL STRUCTURES Z ill INTERCHANGEABLE c � ti STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) o BETWEEN HEAD & SILL ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) z II li , ANCHOR EDGE DISTANCES 0/Z Ij Ij� I INTO METAL STRUCTURE 1/2" MIN - I to a w cn — WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. Li ori a CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. PRODU ° n gg CT'REVISED v)�c cu complying"vith ft Modds C-90 HOLLOW/FILLED BLOCK AT JAMBS ('m 2000 PSI MIN. c'i o < m o i Building Code © I, U) (4 Lo Acceptance Ido I N 115 Ex on Datc By Engri JAVAD AHMAD I o SEALANTS: k iaml do Product Cont CIVIL T _ . PE 70592 �` �9 0 6 ALL FRAME CORNERS, JOINTS, MULLION S AND PERIMETER OF A.N. 538 o a a GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. g 10 n v u v. , v ��• p •n ° INTERIOR FINISHES v - NOT BY MR. GLASS WOOD BUCKS AND METAL STRUCTURES NOT BY MR. GLASS drawing no. TYPICAL ANCHORS`7 ILLUSTRATIVE ONLY MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND (M - SEE ELEV. FOR SPACING .� �1j_. 2 W1 1 -39 - - - TRANSFER THEM TO THE -BUILDING STRUCTURE. - sheet 8 of 12 3/8" MAX. / 1/4" MAX �U M SHIM SPACE 3 8" MAX' SPACE SEE ELEV. SHIM SPACE SHIM I FOR SP CINGSEE ELEV. SEE ELEV.1.0 •- WITHOUT REINF. FOR SPACING FOR SPACING 3 1BY � SEE SHE 3 & 4 Z WOOD BUCKS Rf (()�R--CAPACITY 0 Ar / ° JAMB'ANCHORS F f` p ..� _ n.o.;OYTIONAL w 5 3 clit SEE�ELEVATIONS dFOR SPACING 06 al 16 :000 Elf METALSTRUCTURES - ----- ------- -- • e :cy= W M a -- Y °- •••: 60 [L C• •rl •••••• ' > •••• *0 -3 h �• • • q° q m ••• Qj � 0 • • e D .ti n ♦ .p •••• Q W!1 �• •• n • • — U to •••••• 04 • • D.L. OPG. D.L. OPG. p. N•• • o � 3 d EXTERIOR JAMB ANCHORS o OPTIONAL z_ M FRAME WIDTH SEE ELEVATIONS FOR SPACING a:: 3 .. JAMB 'ANCHORS ANCHORED JAMBS OPTIONAL DO NOT REQUIRE REINFORCING o N K p SEE ELEVATIONS (n w co FOR SPACING p (n m UNANCHORED JAMBS � a � M N ao MAY REQUIRE REINFORCING SEE CHARTS o (A - LL- 05 (n 3 P 1/4- DIA. BOLTS WITH NUTS 'C-' Z } '� 1-1/8" MAX' ALUM REINF. AT 6" FROM ENDS ALUM REINF. STEL REINF- N p J M 1/4* MIN. D' SEE SHEETS 3 & 4 _ AND 18-1/2" O.C. MAX. O SEE SHEETS 3 & 4 O SEE SHEETS 3 & 4 w (V p FOR CAPACITY FOR CAPACITY FOR CAPACITY w 00 W 00 4 • 'O- a - I I - II II U -4 I I C c4 In II 00 II — — 41cl r rc • I I i a W I I 4L =7 _— — _— — --- --- .2 4 d 1i s 4 � I I •� 0 0 --J L-- D.L. OPG. D.L. OPG. s 12 D.L. OPG. 14 Engr: JAVAD AHMAD a CML FLA. PE 19 70592 0 � C N. 3538 r a FINISHES PRODUCT nVIIS1;D a NOT BY MR. GLASS as complying with Florida $ % : u ILLUSTRATIVE ONLY t Building Cods Acceptance No Y . drawing no. g 1nU ato G 2015 W1 1 ---39 adcProducxCon sheet 9 of l2 1 MIAMI—DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT r_____ Z j TRANSOM I I Q pl LAJ 1 _ I 1 ml '4 W W NN to _ I 0 W " it 0 V6 --_ I ------- ---J e V 0 .li•• •••••• v. v Q o. a a • . • • e• Q V a- •• .�0 goo • 40 .4 orl ———— 19' ANCHORS TYPE 'C' I ANCHORS TYPE 'C',,,. ,0 a�J )L SEE SHEET 7 SEE SHEET 7 •• IA Li C •••• _FOR,CAPACITY _ _ FOR CAPACITY • •�' �.,�., _ - -------------- •••• .� z vl _ .•�••• D.L. OPG. D.L. OPG •• • Q Z g• ...• • © WITHOUT REINF. � ALUM REINF. ,_________ SEE SEPARATE NOA FOR DESIGN LOAD ; • , , , ,,,,;, S££ SHEETS 6 & 7 O SEE SHEETS b & 7 i CAPACITY OF DOORS AND DOOR ANCHORS. , FOR CAPACITY FOR CAPACITY , ,n ,,,,,• � I � I •• .� •• • 110 • • I LOWER VALUES FROM DOORS NOA •N OR STOREFRONT SYSTEM CAPACITY CHARTS w (n° o MIAMI—DADE COUNTY APPROVED I MIAMI—DADS COUNTY APPROVED i WILL APPLY TO ENTIRE SYSTEM. IV) o LARGE MISSILE IMPACT RESISTANT DOOR LARGE MISSILE IMPACT RESISTANT DOOR j 1 1 , 1 I I Z M ------ -------- ---------- � Ir------a ------=----- � II ------a ------— o w J L-------------- 1 J L-------------- I 0 V) a L...-.—_'-1--- T i ------L ---- 1--- ------ � Q � N IL -�;X = --__� - � V) I � r N 00 - -------- ----------------a =---------------------------a / r--- I l I D.L. OPG. 1 LEAF WIDTH D.L. OPG, 12 LEAF WIDTH cn STEEL REINF. _—___________� STEEL REINF. -_ D s © SEE SHEETS b & 7 I © SEE SHEETS 6 & 7 ,�' - I p FOR CAPACITY FOR CAPACITY ------•-------- ------ z - i i i �`._"'---------iPRODUCTREVISED y o W :as cotnplying with the Florida z c� MIAMI—DADE COUNTY APPROVED I MIAMI—DADE COUNTY APPROVED IBuildtngCodc LARGE MISSILE IMPACT RESISTANT DOOR LARGE MISSILE IMPACT RESISTANT DOOR :AcccptanccN0 • J �^• 1 I , 1 I , • Q Dato f!1 N N -4------ -� r--------------- ---------1 r------- ------� c � rti v ------------ -1� Ir_----_a t---____------ Orli a&pwuctco tro 'm o L e m I I I 1 J L------------- J L'-------------- I _ n-�S , _ _ (� _ I L_ 1-1----- — — — L- En r. ,fAVAD AHMAD I 1 9 CIVIL I\>< =---____� _ _- — I`x�__----__� FLA E / 70592 _ - --j 1 I � ----; C N. 3538 �.] a� v u Itib1-----------rim---�� -----a !��1===____ ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS � V � -4'968 1 750 1 ES8005 AS REQD. HOLLOW FRAME HEAD/SILL 6005-T5 - rrni .188 1A ES8007 AS REQD. OPEN BACK FRAME HEAD/SILL 6063-T6 2 ES5004 AS-REQD. INTERMEDIATE HORIZONTAL 6063-T6 - Z n 3 3 ESB001 AS REQD. FRAME JAMB/MULLION 6005-T5 O �+ w i }} 0:: 1.750 3A - AS REQD. DOOR MULLION 6005-T5 - w 2.750 4 ES8006 AS REQD. GLASS STOP 6063-T5 = Q a ' 5" ES8002 AS REQD. MULLION SNAP-IN MATE 6005-T5 O O " M .125 6 ES8003 AS REQD. SHEAR CUP 6005-T5 - d � Typ. TYP. 4.000 7 - AS REQD. INTERIOR BULB GASKET VINYL - 0: Q W TYP. 5.000 3.750 8 ES8009 AS REQD. SPACER/SIUCONE'STOP VINYL - 0 w •• F�-- 3 984 8A AS REQD. BUTTON BUMPER SILICONE - • p m•• ••_•• • 9 - - - - - •• �a 0 M 0 •w 10 - 2/ LITE 3/16' X 1/2' X 2- LONG SETTING BLOCK,AT 1/4' POINTS EPpM OUROMETER 85±5 SHORE OHOLLOW FRAME HEAD/SILL 11 #12 X'1-1/2- 4/ CORNER ASSEMBLY SCREWS PHSMS STEEL - 00 Ca y �.Q1• 1 �•••• -` - 12 - - AS REQD. ' 'MULLION STIFFENER- _ 6005-T5 - ••• W•Q iL A. ••••• 4.968 13 - AS REQD. ' MULLION REINFORCING CHANNEL STEEL - •.• ••4' Z - .• ••• 3.750 j 14 - AS REQD. MULUON REINFORCING BAR STEEL - •• Z • •••••• I 41 • 2.750 • • • • • • •- U to •••••• 1.750 •• •• • " • • • •N O •• • 2.750 3 FRAME JAMB/MULLION 1.750 3 �1O [-1.472-1z M .0781 Typ. - .578 3 3.984 .253 S to .125I- to TYP. O In M 000 to OPEN BACK FRAME HEAD/SILL pq4 Q p f ''� w Trp. 4.968 3.368 a 3.736 5.000 3.750 Z y �n 4.534 W U) O J .124 w cV LU 00 m 3.750 1.750 7 1 5 8 0 1 .206-1o z O MULLION,SNAP-IN MATE 3A DOOR MULLION 12 STIFFENER ° o .078 TYP. + 1.000 PRODUCT REVISED f .188 os complying will►the 1'lorids Imo-3.984 �{.578�' Building Code Amptance IN E iruti Data �$ N N N O Q1 N O INTERMEDIATE HORIZONTAL d . ° 188 :Ai ado Product m o 0 .156 , -0 c a m 1.786 3.736 .094 3.229 4.500 4.000 .062 - TYP. - - Engr: JAVAD AHMAD _ - •s ca - _ TYP. CIVIL FLA PE / 70592 a C.A. . 3538 1.117 t'O,OD drawing no. - -STEEL-REINFORCING- _ - ,4 - - - - - - T J M1 1 -39 _ r0 GLASS STOP 0 SHEAR CLIP 36 KSI MIN. sheet 11 of 12 M Z O 01 lal W 0 IL p O W> II I II D ti II II • C • •• •••.•• y II I II •••• cy 0 W i4q .' II II ••.: O IL (•$•el •.•.i• I I� ••.• O t` FZ• s • • • jl jl ••• 1% a .O •••.•• I 1�••• • • Uj I .:I 5" @ •••.• Ij I II3b, •• • e1 Lip: ••.•.- LI L II I II • . • / • • (� •Soso• •• K•• • • • 5/8" X 1/8- /'/ / (n••• •o ALUM PLATE SENT TO MATCH JOINT / SECURED WITH #8 SMS (n 0 R (3) PER SIDE OF JOINT / 3 0 / o � Lj- 5/16 X 1 X 1/8- z (!1 6 ALUM ANGLE N BENT TO MATCH JOINT SECURED WITH #8 SMS 0 co coo I (3) PER SIDE OF JOINT o _j o 00 L'' O -J LU C14 0 CIRCULAR OR ANGLED CORNERS 11 #12 X 1/2" (A 7- FH FH SMS " o 0 6 #12 X 1- PH "PH SMS / HORIZONTAL CORNER / PRODUCT REVISED /' J9 as complying vitt[the Florida Building Cock y o R Acceptance No � > o -/ E iradonDal 1 F U ad Product l �j Enjr JAVAD AHMAD CIVIL / FLA. PE # 70592 0 1 C N. 3538 _ o v NIPu RECT. OR SQUARE CORNERS A� 2 drawing no. DOOR MULLION CORNER. W1 1 —39 sheet 12 of 1 2 i SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Ste Map Unks Search FI 'd I 01 " Product Approval r - USER:Public User Y ' Product Approval Menu>Product or Application Search>Aoolicatlon List>Application History>Application Detail ' how,R FL# FL19092-R2 Application Type i ion Code Version 2017 Application Status _Approved' •"' ' • • 0000 0000•• •• • 0000 • • • r Comments 0000•• 0000 0000•• • Archived � •••,•• • • • ,. 0000.• , 0000 • • • • ' • • 0000•'• : Product Manufacturer t Mr Glass Doors&Windows Inc. •••• • •! ••• Address/Phone/Email 8120 NW 84th St '••'•• ••• • 00000 Medley, FL 33166 0000• I �•• •00000 (305)470-8284 •••••• • •• ulises@mrglasswindows.com • • • • • 0000.• Authorized Signature Ulises Senaris •••• : •• • 0••••r: ulises@mrglasswindows.com 0.0.0• Technical Representative Address/Phone/Email t Quality Assurance Representative Address/Phone/Email t Category Exterior Doors Subcategory Sliding Exterior Door Assemblies r Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Ll Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. ` R Validation Checklist- rdcopy Re ived - t Certificate of Independence FL19092 R2 COI S-MG-1000 Alum S D LMI-SMI -CI 2017.1)d Referenced Standard and Year(of Standard) Standard Year a TAS 201 1994 t TAS 202 1994 TAS 203 11994 Equivalence of Product Standards Certified By j ' F t a r Sections from the Code ' - I Product Approval Method Method 1 Option D t Date Submitted 02/06/2018 Date Validated 02/06/2018 Date Pending FBC Approval 02/15/2018 Date Approved 04/10/2018 Summary of Products FL At Model,Number or Name Description •••"• --.:_... ........................-...._.........--?- -----...__...--..-._._._....._.....---._.........................................._............•----------- •1�•— ••• ' 19092.1 j MG-1000 Aluminum Sliding Glass Large missile impact resistftplOrt:num slidingAVs door. •• Door • • Limits of Use Installation Instructions •. •• • • 1 Approved for use in HVHZ:Yes FL19092 R2 II SS-MG-10gQA1 m; SGD(-*Go;* MI)-2017 DWG**• ••� Approved for use outside HVHZ:Yes W 15-83.Ddf • • •••••• ` Impact Resistant:Yes Verified By:Javad Ahmad 765W • •• ••• Design Pressure: +120/-140 Created by Independent TFliPo>•Ikarly:Yes ••• • •• •• Other:See Installation drawing W15-83 for span vs load Evaluation Reports ••••. I `• •• ••• combinations and installation details. FL19-..0...92-R-2_AE SS-..M.....G.-1�Q 201 �1S.G-D_(LMI�PA_E •• .7.,pdf _, • • • • Created by Independent TRird Pari:Yes ` ` •` ••• 19092.2 MG-1000 Aluminum Sliding Glass Small missile impact resistarltvalunRnum sl^fts door.• • Door ' r Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19092 R2 II 55-MG-1000 Alum SGD(SMI)-2017 DWG Approved for use outside HVHZ:Yes W15-103.odf Impact Resistant:Yes Verified By:Javad Ahmad PE#70592 Design Pressure: +120/-140 a Created by Independent Third Party:Yes Other: See'installation drawing W15-103 for span vs load Evaluation Reports combinations and installation details. FL19092 R2 AE SS-MG-1000 Alum SGD(SMI)-PAE 2017.Ddf t -- Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road Dilahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CQovright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement l < 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,effecttve October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaik 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 Aocepts: ® RE M Credit'Card I Safe• I - i ' I w } ` t AL-FAROOQ CORPORATION } is's CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE-CHAPTER#61 G20-3 • METHOD 1 OPTION D •••• + FL 19092 '. •••13ate: 02101/18 •'•• Detailed Product Description: Manufactur�- . SS D00 ND WINDOWS INC. .•••�•- • ..... Manufac r8 0 NW 4T"STREET MEDLEY FL 33166 .• ••••• . Model Na e: MG-1000 ALUM UM SLIDING GLASS DOOR '•• •09' 0• ��••0• yMaximu P00 0 00 anel Width: .' 0 • *00000 ...... Maximu Ight: 120" 16« . . •000•• Maximum Load:+120 PSF.-140 PSF(Large Missile Impact) :.00 0.00.0 • .. . Installation Drawings#W15-83 _+ This product complies with the High Velocitv Hurricane Zone(HVHZ)testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes _No Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) ' TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test .: RATE REPORT#, sealed by' . . ASTM E283 Air Infiltration Fenestration Testing 10/23/2015 8590 Idalmis Ortega,P.E. Leakage Laboratory 10/23/2015 8591 Idalmis Ortega,P.E. f 10/25/2015 8594 Idalmis Ortega,P.E. + ASTM E331 Water Fenestration Testing 10/23/2015 8590 Idalmis Ortega,P.E. OR ASTM 547& Penetration Laboratory 10/23/2015 8591. Idalmis Ortega,P.E. TAS 202 10/25/2015 8594 Idalmis Ortega,P.E. ASTM E330 Uniform Static Fenestration Testing 10/23/2015 8590 Idalmis Ortega,P.E. * &TAS 202 Air Press. Laboratory 10/23/2015 8591 Idalmis Ortega,P.E. 10/25/2015 8594 Idalmis Ortega,P.E. ASTM F842 Forced Entry Fenestrati6n Testing 10/23/2015 8590 Idalmis Ortega,P.E. Laboratory 10/23/2015 8591 Idalmis Ortega,P.E. 10/25/2015 8594` Idalmis Ortega,P.E. F : d i F a 1 � , I -9360 Sunset Drive Ste 220 Miami,FL 33173 T:305.264.8100 F:305.262.6978 www.afcene.com alfa roogRaafcene.com 4 �P 3 . v Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION, TEST REPORT TEST J. Test I A DATE REPORT# Sealed,by. FBC 1626.2 Large Missile Fenestration Testing 10/23/2015 8590 Idalmis Ortega,P.E. (TAS 201&203) Impact&Cyclic 'Laboratory 10/23/2015 8592 Idalmis Ortega,P .E. 10/23/2015 8596 Idalmis Ortega,P.E. 10/23/2015 8593 Idalmis�C"V,P.E, 10/23/2015 859& IdalmisUrtdg'd,P.E. "••:• • • • 0000" • F Under the limitations of the attached installation drawings,to the best of my know and ab Yj-the 0.0'0• above product conforms to the requirements of the 2017 Florida Buildio! -e-c0e. ' 06999 Evaluation Report Engineer: „��,,,,, 0.00 ' ' 0000•• •• • . 06006 0000• No •••�•• • '•• 0.000•, 70592 # • 0 0 0000•• • lavad Ahmad PE#70592 ST o� •••••• :0'• �u: ...... Al-Farooq Corporation EB#3538 %�Fss°A 1 r' Seated:1/9/2018 ;•••• 00 .i• 0000•• •• • 1 { P a .. a t e , R r 1 t . 1 . a 1235 SW 8711 Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afcen&,.com alfarooa@afceng.com DESIGN-LOAD,CAPACITY --PSF NOTE: JAMBS`W/O ANCHORS JAMBS WITH ANCHORS GLASS CAPACITIES ON THIS. SHEET ARE °MO STD. ASTRAGAL STD. ASTRAGAL REINF. ,ASTRAGAL BASED ON ASTM E1300-09 (3 SEC. GUSTS) LO AND FLORIDA BUILDING COMMISSION -. OD 3 GLASS TYPES GLASS TYPES DECLARATORY STATEMENT DCA05-DEC-219 Z a ~ z AVERAGE DOOR FRAME GLASS TYPES B' & 'B1' GLASS TYPES B' & Bl' GLASS TYPES Q 'A' & 'Al' C. & 'C1' 'A' & 'Al' 'C' & 'Cl' 'A' & 'Al' '� '•c' N PANEL WIDTH HEIGHT INSTRUCTIONS: ; .'. INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) .. . � �•.� � o• • 30 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 USE CHARTS AS FOLLOWS. ••••••: O�W O 0 ••• 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 •••i•• a 'N ••i • - STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED � 0 ; X 42^^ 100.0 100.0 80 0 .X80 0'', X100.0 100.0 80.0 80.0 120.0 140.0 ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE ••••� •Q • I' 82-7/8 _ USING APPLICABLE ASCE 7 STANDARD. '•••• �j�t� ' "• 48 •f 100.0 100:0 " 80.0 80.0 a 100.0 100.0 80.0 80.0 120.0 140.0 54 88.9 88i9�..,;,•,•,,�1 T X71.1 "'_88.9 88.9 80.0 80.0 106.7 124.4 � C • ••;• �'+'• �""`�""�" � _�` STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 1 ";"i • 0 60• - 80.0 80.0 - - 80.0 80.0 - - 96.0 112.0 FOR THE GLASS TYPE USED. •• •• O� °a c 30 100.0 100.0 B0.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 STEP 3 USING CHARTS ON SHEET 4 SELECT HEAD ANCHOR OPTION ; • ; qsj 0 • •••• WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIEDN N 'N . • 36 100.0 100.0 80.0 80.0 100.0 100.0 .80.0 80.0 120.0 140.0 IN STEP 1 ABOVE. ; .'• Z Q N • •••; 42 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 STEP 4 " ' W 0i o THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 LL •Z•0•€ Lq 48 84 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 SHALL APPLY TO ENTIRE SYSTEM. J Z M Q j 54 88.9 88.9 71.1` 71.1 88.9 88.9 80.0 80.0 106.7 124.4 STEP 5 FOR DOORS WITH UNANCHORED JAMBS, USING SHEET 8 Q W 01 60 80.0 80.0 - - 80.0 80.0 - - 96.0 112.0 DETERMINE MIN. AND MAX. GAP DIMENSIONS. 30 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 _ U LO 0000 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 z 0404 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 42 90 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 v N o SHUTTERS ARE NOT REQUIRED. o o v 48 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 54 88.9 88.9 - - 88.9 88.9 - - 106.7 124.4 SERIES MG-1000 (L.M.I.1 fn Z M 60.. - " - - - - = - - 96.0 112.0 _-� 3 30 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 ALUMINUM SLIDING GLASS DOOR ad 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE w 42 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 10 REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE z cr � 96 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). O N M00 48 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 N0 I l CD 54 88.9 88.9 - - 88.9 88.9 - - 106.7 124.4 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE 0 OD I DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS � J ^o 60 - - - - - - - - 96.0 112.0 TO THE BUILDING STRUCTURE. a cN 3 L` 30 100.0 100.0 - 100.0 100.0 - - 120.0 140.0 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS o g0 Z M 36 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE o N o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I w 42 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 0 m A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. � � _ 48 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 50 102 - - - - - - - - 115.2 134.4 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 52 - - - - - - - - 110.8 129.2 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 54 - - - - - - - - 106.7 124.4 REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. m 56 - - - - - - - - 102.9 120.0 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION z n 30 100.0 100.0, - - 100.0 100.0 - - 120.0 140.0 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY c Ln N OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Q i o 36 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 WATER INFILTRATION RESISTANCE ETC. 42 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, i H 108 AND TO BE REVIEWED BY BUILDING OFFICIAL. y W z a 48 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 o a 50 - - - - - - -" - 115.2 134.4 MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION- IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. 52 - - - - - - - - 110.8 129.2 LABELING TO COMPLY WITH SECTION 1709.9.2. 30 - - - - - - - - 120.0 140.0 0 0 c 36 - - - - - - - - 120.0 140.0 > _ n 42 114 - - - - - - - - 120.0 140.0 FL #19092 (Dg < m 48 - - - - - - - - 120.0 140.0 W%IIIIIfill/,/CONTRACTOR TO e AND 50 - - - - - - - - 115.2 134.4 A INSTALLATION OFBTHISEPRODUCT EBAS DFORTHE ON THISCTIONP ODUCTRCHASE EVALUATION ``��®•��e7/�// Ln N PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �� GENS 30 - - - - - - - - 120.0 140.0 ON THIS DOCUMENT. ` �• ••' '� �I Q 36 120 - - - - - - - - 120.0 140.0 B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF NO.705592 ALTERED BY ANY MEANS. 42 - - - - - - - - 120.0 140.0 C-SITE SPECIFIC PROJECTS SHALL BE PREPAREDBY A FLORIDA REGISTERED - $ m c u 48 - - - - - - - - 120.0 140.0 ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER EXTERIOR(+) LOADS SHOWN IN CHART ABOVE ARE FOR ALL DOOR USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED �® S T F drawing n0. DOOR FRAME WIDTH ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE CONFIGURATIONS EXCEPT TWO PANEL (XX) DOORS AVERAGE PANEL WIDTH = �� •• , RIOP.•'' NUMBER OF PANELS SPECIFIC DRAWINGS FOR REVIEW. �� • •..... �� W 15-83 SEE SHEET 6 FOR TWO PANEL (XX) DOOR LIMITATIONS. D-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF ®®�� = r THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ///��IIIII\\\� sheet 1 Of 12 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 00 W .090" Interloyer .090" Interloyer .090" Interlayer • 'SentryGlas Trosifol PVB Saflex Clear And Color Gloss 3 • By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Eastman Chemical Co.' Z o z 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS ''.y Z ' N . ••• 0• ••0: �t• x N a • } } •00 • I- W F-. W W �. _ _ ._ .- -- 0.000• •1 0 O • m a m m ••��•� d �•N •- • -Z Z Z �y I/� {WW� • ••• N _ N g (n 0000 iM•Q•r• • • 0• G4 I: G3 G4 I: G3 g G4 I: G3 00000 y M • \ C9 II \ 0 M II II M II II M II II � 04.000 0000•• -M • .: • 00000 CI ••;•; •E11 E11 I G ILG 4111 0 y 0000 r • • Q;N 00 a . 0000 SILICONE SILICONE SILICONE 'so :. q W ZJ • • DOW CORNING 795 DOW CORNING 795 DOW CORNING 795 c {�, 9•0 p DOW CORNING 995 p DOW CORNING 995 0 DOW CORNING 995 W 01 f F G1 AT 1/4 POINTS ON LITES w57<A 1/4 POINTS ON LITES ui G1 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY -� WIDER THAN 36" ONLY WIDER THAN 36" ONLY U to Z N GLASS TYPE `A' GLASS TYPE `B' GLASS TYPE `C' v Co 9/16" OVERALL LAMINATED GLASS 9/16" OVERALL LAMINATED GLASS 9/16" OVERALL LAMINATED GLASS o 3 _. o i roi -- z u L-j I 1/4- TEMP. GLASS 1/4" TEMP. GLASS 1/4- TEMP. GLASS z � (p IX F- 3/8- AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE - o O N K) 00 N M N 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1'/4" HEAT_STREN'D GLASS O 0 °1 0 .090" Interlayer - .090" Interlayer .090" Interlayer Q NLL- SentryGlas Trosifol PVB Saflex Clear And Color Glass }} By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Eastman Chemical Co.' o O Z W 0 _o p _3 1'/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS I N w 00 SPACER SPACER SPACER � W ALUMINUM W ALUMINUM Z W ALUMINUM I (6063-T5) ~m (6063-T5) m (6063-T5) z z z Cn vi G4 '. ' G3 G4 G3 G4 jl I� �. G3 O 1 jl I jl 1 I I .I.., SILICONE` SILICONE SILICONE DOW CORNING 795 DOW CORNING 795 DOW CORNING 795 11i DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 oJD 0 0 0 ji of ir 5<- �7< ° � 0 W G11 AT 1/4 POINTS ALL SIZES W G1 AT 1/4 POINTS ALL SIZES W G1 AT 1/4 POINTS ALL SIZES > FL #19092 4) g . GLASS TYPE 'Al' GLASS TYPE BI GLASS TYPE CI ��` �� •_ 1-3/16" OVERALL INSUL. LAM. GLASS 1-3/16" OVERALL INSUL. LAM. GLASS 1-3/16" OVERALL INSUL. LAM. GLASS ` • '�GEIVSF ® i N a ` I \ it O Ml H GLAZING OPTIONS — No.70592 A ' m 288 W O Y •' L L V ® S T IF drawing no. ®..,,RIDP.• �®.�' W15-83 '�� ///®NAL`\\\\�� sheet 2 of 1:2:Dl HEAD ANCHORS CLUSTER OF 3" MAX. - sr, 6, 8 OR 10 a0 CLUSTER4 ANCHORS HEAD• AT INTERLOCK/ASTRAGAL 'n • AT'UNANCHORED CORNERS �- -- (SEE SHEET 4) /'-----_` Z n JAMBS _ _ v� 3" MAX. \ . HEAD ANCHORS • 'f Z••`� N Q • CD •6 ••• HEAD ---' + -----' ---'�/ �••� i spool a O o• CORNERS 192- ••.... P N �� M ••' i d DOOR FRAME WIDTH •••••• -0 I . • 0*0 \ •••• {1 \ 0 t o. .. •••••• 6A c 9 1 ...... 0 ag a 05 •• II II LL �o� M // WZ mM rt �W a ` ____ it _%_% i� F X/ G %% X/ II II J _ II II N 1 _ _ --- I1--- 0 '+' 3 v _ c0 ---__ ____= II---== 0 o n q w \ w \ I I 'm w \ W \ O N n W O N 3 v 00 M J -----rt�---- C7aj OLL � o LLJ Z O II II V Z cn 10 a M ----�j------�j---- N (n Q N 0 I it N ' a 3 v 00 J v � II II OI c� N 0 J I I �Y r N _ 42 1/8" 42 1/8" m W c FALSE MUNTIN D.L.O. D.L.O. <� 41 SILL ANCHORS OPTIONAL co -'0 CLUSTER OF 2_/'I� 49 7/16" AT UNANCHORED JAMB ANCHORS y JAMBS - PANEL WIDTH 49 7/16" ID m - - - - PANEL WIDTH JAMB OPTION W/O ANCHORS (108" MAX. DOOR HEIGHT) SILL ANCHORS o 0 (MAX. DESIGN LOADS = ±100.0 PSF) ---' --- ---' N 3" MAX E SILL ANCHORS SILL 11111111/ CLUSTER OF 6 CORNER \\\�` ��/ DAYIITE OPENINGS WIDTHS: AT INTERLOCK ASTRAGAL ``�` ��®.�� / TYPICAL ELEVATION ��. ..BNS. �® N -� a PANEL WIDTH - 7.313" TESTED UNIT N a DAYLITE OPENING HEIGHT: No.70592 _ s .0 PANEL HEIGHT - 8.0" PANEL HEIGHT = DOOR FRAME HEIGHT - 2.625" ®•' s Fdrawing no: MAX. FRAME AREA OF S.G.D. SHALL NOT ��••• F..... -� EXCEED FRAME AND PANEL AREA OF TESTED UNIT �i��®.CORIDP • �� W 5-83 PER FBC REQUIREMENTS. FL #19092 �ii� (sheet 3 of-!2 _HEAD_ANCHOR_LOAD CAPACITY -^PSF SHIM SPACE 1/2" MAX. SHIM 3/8" MAX. SHIM 1/4" MAX. SHIM 00 ' ANCHOR TYPE ANCHOR TYPES 'A', 'B' & 'C' ANCHOR TYPE 'A' ANCHORS 'B' & 'C' ANCHOR TYPE 'A' ANCHORS 'B' & IC' _ u� 6 ANCHORS 8 ANCHORS 10 ANCHORS 6 ANCHORS 6 ANCHORS 6 ANCHORS 8 ANCHORS 6 ANCHORS 8 ANCHORS 6 ANCHORS Z M ~ AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. Q}• M ZQ DOOR FRAME STILE ENDS STILE ENDS STILE ENDS STU ENDS ME ENDS STILE ENDS SITES ENDS STILE ENDS STILE ENDS STH,E ENDS • • �'��•� N •�• PANEL WIDTH HEIGHT EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) s INCHES INCHES ••• d•• N O • INT. - INT. - INT. - INT. - INT. - INT. - INT. - INT. - INT. - INT. - '0 O `u O 444000 30 _ _ _ 140.0 140.0 .140.0 _ -140.0 _ 140.0 140.0 _ 140.0 140.0 140.0 140.0 - - - so**** N- - •- - • - 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 •• a G • • • •3• 4 140.0 140.0, 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 '•••• �j V7 M 04 "• 48 r X12'8:6-_ 140.0 1 140.0 140.0 140.0 140.0 140.0 140.0 140.0 •••••• O�sl • • M 54 '"At4-3 124..4.., 124:4x""`` 124.4 124.4 124.4 124.4 124.4 124.4 124.4 •• •• Oa a ...... 0 ab a O 0, •:•'. 60 102.9 112.0 1 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 • • • caG • •••• • ' C 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 N p • • • • OC Z 0 • •••• 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 '•.• : 4 =0 LL w C • 42 84 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 'a Oaf 48 126.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 Z Q cn m W 0) F 54 112.8 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 60 101.5 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 1 140.0 140.0 140.0 140.0 140.0 Z N 36 140.0- 140.0 140.0 140.0 140.0 1 140.0 '140.0 140.0 140.0 140.0 010 (� o 42 90 135.3 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 O 30 48 118.4 140.0 140.0 136.8 140.0 140.0 140.0 136.8 `140.0 140.0to z p p 54 105.2 124.4 124.4 121.6 124.4 124.4 124.4 121.6 124.4 124.4 N 3 M 60 94.7 112.0 112.0 109.4 112.0 112.0 112.0 109.4 112.0 112.0 F 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 CD ;d - W CD LLJ 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 R o w � c�D 42 96 126.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 N M N ` 48 111.0 140.0 140.0 128.3 140.0 139.4 140.0 128.3 1 140.0 140.0 001 0 54 98.7 124.4 124.4 114.0 124.4 123.9 124.4-• 114.0 124.4 124.4 Q N LL- 60 1 88.8 112.0 112.0 102.6 112.0 111.5 112.0 102.6 112.0 112.0 og Zto 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 _o p .I :: 36 139.3 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 1 0Z N Lj J 42 119.4 .140.0 140.0 137.9 140.0 140.0 140.0 137.9 140.0 140.0 m 48 102 104.5 139.3 140.0 120.7 140.0 131.2 140.0 120.7 140.0 140.0 50 100.3 133.7 134.4 115.9 134.4 125.9 134.4 115.9 134.4 134.4 52 96.4 128.6 129.2 111.4 129.2 121.1 129.2 111.4 129.2 129.2 54 92.9 123.8 124.4 107.3 124.4 116.6 124.4 107.3 124.4 124.4 56 89.5 119.4 120.0 103.5 120.0 112.4 120.0 103.5 1 120. `' 120.0 C 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 131.6 140.0 140.0 140.0 140.0 140.6 140.0 140.0 140.0 140.0 C U 42 108 112.8 140.0 140.0 130.3 140.0 140.0 140.0 130.3 140.0 140.0 y 48 98.7 131.6 140.0 114.0 140.0 123.9 140.0 114.0 140.0 . 140.0 _ 50 94.7 126.3 134.4 109.4 134.4 118.9 134.4 109.4 1 134.4 134.4 52 91.1 121.4 129.2 105.2 129.2 114.3 129.2 105.2 129.2 129.2 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 y 36 124.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 a0i o 42 114 106.8 140.0 140.0 123.4 140.0 134.1 140.0 123.4 140.0 140.0 c, i I I I I f 48 93.5 124.6 140.0 108.0 140.0 117.3 140.0 108.0 1 140.0 140.0 50 89.7 119.6 134.4 103.7 134.4 112.7 134.4 103.7 134.4 134.4 v \�� .•V\GEMS;F •®�� N o 30 140.0 140.0 140.0 140.0 140.0_ 140.0 140.0 140.0 140.0 140.0 36 118.4 140.0 140.0 136.8 140.0 140.0 140.0 136.8 140.0 140.0 0.70592 r 120 _ ., 42 101.5 135.3 140.0 117.3 140.0 127.4 140.0 117.3 140.0 140.0 V U 48 88.8 118.4 140.0 102.6 -136.8 111.5 140.0 1 102.6 1 136.8 1 140.0 ® S7 E drawing no. ...1 W 15-83 FL #1909 sheet 4 of 12 00 Z c � i c- ti H J Q• • z -0 -JLE -0 C- .W.� N i .• N a • _ _ • •• N M- IL - aN Y •• ••• XO(SHOWN) XX(SHOWN) W.R � LL • OX •••• 7 M •• •• • Y •�•••: T � W M •• •• •• •• ,y MUM: M:M o ••• V • NOTE: 0.-14 E : 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES � � w y D N e boo*• J2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN 3 2 O m -4 o- -71 SHEET 1. J.z M Q ; 3. FOR ANCHOR DETAILS SEE SHEETS 6 THRU 9. Q W 0 ' L-2-J U Go XOX(SHOWN) v N o o O o p 0 o O Y Z cncr co I ( 0V 0, ado =�7r mN Q %i o 1 JN. LJi d a to 3 O 0 ZW M XXO (SHOWN) _� O _3 I 0 N W �• 00 m I X15 i - U G) OXO sOwrrr'' o 1 0 0 'N FL #19092 •� 00ENSE .•®' � N In, NoC I ~ .70592 O y OXXO(SHOWN) �® s T F drawing no. APPROVED CONFIGURATIONS j1 � . •RIDP.•��®\�� W 15-83 �'��ZONAL (sheet 5 of 12� TYPICAL ANCHORS ` - -` _ _ - " '- ' -�'TYPICAL.ANCHORS V IN PAIRS IN PAIRS 000 Sto EE ELEV. 16Y OR 2BY SEE ELEV. I FOR SPACIN FOR SPACIN _ WOOD BUCK_ � Q VI pQ�•Fr•• kr) Q m v al i EDGE DIST:. '. m c=i Tj . . !� • • o' o w= d i Q� .. `STAGq.ERED. d w= EDGE DIST. 4" MIN. CONCRETE • • • Q .. . N ° w a ;� i s DUIGONAL e d ° e o w(/I STAGGERED 3, KSI MIN. " V •i• w N' w d a . DIAGONAL' .' - _ _ •••i'• y�N `- • • •d e 'a • G2 °d ° •••••• a N �� ••s e'. ° • • Sl'- to LL • Lsq • N • •• 1 ••�••• O a M o ' •.. E5 • 0 a0Q vI • •••••• • b000 ' NN so . • III II 0 • H� N 0 N : ••: G 1 III II •• • Q`t!! V. �!f cs III j1 LL 02 a E2 I - -� WEEPHOLES: .� 0 0< Es i W 1 1/4" X 1-1/2" LONG WEEP HOLES AT 5 1/2" Q w m IL f k Z=_; FROM EACH END AND 16" O.C. — ILJ W2 = 1/4" X 1-1/2" LONG WEEP HOLES U `° v Z 00 (1) AT FIX. PANEL N O i i i i i (3) AT MOV. PANEL o 3 o iii til li iil cn Z .0"'.. N 3 c5 8 W o ,. .; W o I III o 0NM co Al '101 w ' WQ' uj 0. W1I oI � O O DN � � J _j oE. a W z D _ o o ce a O No o FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS 1 p REQUIRED AT TWO PANEL (XX) DOORS ONLY 0 0� w J moo m WITHOUT SILL RISER LIMIT MAX. EXT.(+) LOADS TO 70.0 PSF i it I I I i FOR 3-5/8" SILL RISER LIMIT MAX. EXT.(+) LOADS TO 80.0 PSF FOR 4-5/8" SILL RISER MAX. EXT.(+) LOADS = 120.0 PSF I i 1 15 v vI! I! , Ms E6 1 In 14 i �I o ILS v Irj N Al 4 L -__ _-J ILJI IL-J� c� O Es G1 O III jl 11 11 to 1 j S II J C G5 LO _ I M J in N o 00 .S1 G9 - 1 rn i c 4` m o CQNCRETE. - POURED & HARDENED - CQNCRETE, ° 62 E5 o n •'AGE iv 3 KSL I�dIA: '. -• '"°" HIGH STRENGTH GROUT iv 3 KSI :blll�i ° °. . ° = IVa.70592 _ a NON-SHRINK, NON-METALLIC c a 4" MIN` t Vc = 5000 PSI MIN. = _ v o EDGE DIST. NOT 8Y MR. GLASS STAGGERED MUST TRANSFER SHEAREDGE DIST. DIAGONAL •. �� LOADS TO STRUCTURE .10 OF drawing no. W2 TYPICAL ANCHORS TYPICAL ANCHORS ;'i .FRIDP '••�O .• IN PAIRS IN PAIRS �i ��®' ••• ��0�� W15-83 FOR SPACING FOR SPACING FL #19092 �i/�®��`�� sheet 6 of 1 2 - � WOOD STRUCTUR METAL r T �� STRUCTURES 'n 1/8" THK. r-----------------------� Z % EDGES I r----------------------�I J DIST. I I I EDGE DIST. 4" MIN. II F.B.C. APPR'D MULLION II 0•I.• 'Q Z STAGGERED STAGGERED I j SEE_ SEPARATE APPROVAL j I� 1.6•+ � ;• Jf DIAGONAL DIAGONAL I i ••Ip : Q.•+ N •• 11 d4m v • � N & �� r< NZ 'm� • •• nth • Q m Ural 4J Ir Q F • •• laJ m V •• + • M • •:• W(= e Q W(= • •••• v d'•�:M Off• N N N to • • n. 4 rl ••• �� . " • • H y 0 i ••• TYPICAL AIRAIANCHORS TYPICAL PAIRSANCHORS TYPICAL PAIRSANCHORV 1.5 D IL M f13 _ o SEE ELEV. SEE ELEV. SEE ELEV. ..1 a W Q ; FOR SPACING FOR SPACING FOR SPACING Z MQW W0rLH C) 'n Z co v 00 N o 1 B OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS o O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o 0 to AND TRANSFER THEM TO THE BUILDING STRUCTURE. N ? M TYPICAL ANCHORS: SEE ELEV. FOR SPACING . z tN x WPB TYPE 'A'- 5/16" DIA, ULTRACON BY 'ELCO (Fu=177 KSI, Fy=155 KSI) �, 00 In M N INTO WOOD STRUCTURES 0 O o 2" MIN. P- METRA ION-INTO-WOOD(HEAD/JAMBS Q N v THRU 1 BY OR 2BY BUCKS INTO CONC. OR BLOCKS o Z �► n 1-1/4" MIN: EMBED INTO CONCRETE (HEAD) N o J 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) co m LU DIRECTLY INTO CONC. OR BLOCKS 2" MIN. EMBED INTO CONCRETE (JAMBS) - 2" MIN. EMBED INTO GROUT-FILLED BLOCKS (JAMBS) `TYPE-*B'="5,n'6" DIA:-ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY. INTO CONCRETE c 2" MIN. EMBED (HEAD/SILL) 2 c TYPE 'C' 5/16" DIA, TEKS OR SELF.DRILLING_ SCREWS (GRADE 5 CRS) - -INTO F.B.C. APPROVED MULLIONS - - - - - — - - - — - - --OR INTO METAL STRUCTURES (HEAD/JAMBS) 10 (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 2 o ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) > o STEEL:"1/8" THK. MIN. (Fy = 36 KSI MIN.) w ` (STEEL IN. CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE ��`��\��®'��'''�� •� INTO CONCRETE- AT HEAD/SILL = 2-3/16" MIN. - - - �•• -�GENSF ••® N d I � F- INTO CONCRETE AND BLOCKS AT JAMBS = 2-1/2" MIN. _ No.70592 o INTO WOOD STRUCTURE = 1" MIN. _ r ; Zz - o J o u t INTO METAL .STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. ® S F drawing no. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. ��•• ' • ..... C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. FL #19092 '��i�10NAL�� `� sheet 7 of 2 TYPICAL ANCHORS SEE y E ANCHORED JAMB F (� STD. ASTRAGAL FOR SPACING O O #14 X 2-7/8" FH SDS O FIX. PANEL WIDTH AT 5" FROM ENDS co 3 E4 AND 11" O.C. ••• M n D.L. OPG. • h m z •• G5 G1 E6 E6 E7 G1 G1 L5 •• •�• c' N a N �'•00 • � �•� N a .:• o a ' W •••• get • • • ••• Q aZf 0 . a••� w o f �? :.: m Q .3 z Ms s2 E8 G6 EXTERIOR !� •' ES E7 . 13 S3 - !; 1! E600 E6 E6 D.L. OPG. Z cc"I J W L2 0 3 0 WOOD BUCKS PANEL WIDTH 0 'r o D to Z_ o 1/2" MAX. MAX. DOOR FRAME'WIDTH LOAD BEARING SHIMS z to x Ix 1-- O REINF. ASTRAGAL N O N .tN 14 X 2-7/8" FH SDS 0oo CHORED JAMB AT 5" FROM ENDS AND 11"„O.C. G1 LS C) Z i ' o0 v N W E 4 • o' • •45N — — — — WEL , ox V• ' SILic E EXTERIORS3 l: •.,l}�i E6 o v v DOWCORNING 790 E6 y DEP H = 3/8" MIN. ami O 1/4- MIN � / c 3 4 MAX. %%l 11111// GA MAX. DOOR FRAME WIDTH \\ SEE Nd.E / E10 `\��® ��i�� BELOWa OTE./' �� ;•'�,\CEIVS ' .® : c" i ro 3 MAX. MOVEMENT CONSIDERED=100% STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION No.70592 c v o MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. till q 'D o REFER TO ACI-117,-10 FOR CONSTRUCTION TOLERANCES. ; ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY N �® S T F •� drawing no. ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. '� ORIDp;.•'� •'' � � Wl5-83 GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD BYFL #19092 ��®®��`` THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. \ sheet 8 of 12 PO 00 TYPICAL ANCHORS -� tp 3 SEE ELEV. ••• J • FOR SPACING O O • • � �' N 1 • •• • fte . N a • 0000.• &> O X' F 0••..• O W t rl •• •.: ° 0000 Ajj irp W WLLJ� 0000 0 L LL • Was.; _ �Q • ••0000. vi wo cr el 0:0 TYPICAL ANCHORSPICAL ANCHORS SEE ELEV. E ELEV. w y o FOR SPACING R SPACING LL Z O1Q W 01METAL STRUCTURE w� 00 EXT. v LO Z N z�z 1 2" MAX. I / Vl 0 LOAD BEARING 00 0 v SHIMS MAX. DOOR FRAME WIDTH 1/2" MAX• a i 1/2- MAX. LOAD BEARING to Z M / MAX. DOOR FRAME WIDTH SHIMS g 3 LOAD BEARING SHIMS f 0 w 8 T z o N v N 0 � M oo LG ELEV. TYPICAL ANCHORS DRILL NO 7 o CING O AND TAP FOR 1/4--20 a t/� � d 0o gZ � 0 O N Q O co o SET SCREW`1/4"-20 x 3/4" w AT 4" FROM TOP & BOTTOM AND (2) AT MIDSPAN AT 6" O.C. ° C a' O L . U • p ..-00_00_. 444111 C � 0m. VERTICAL SLOT >> o 0.257"0 x 1/2" LONG CENTERED L WITH THE SET SCREWS. `111111111/// 1/2" MAX. MAX. DOOR FRAME WIDTHN a LOAD BEARING `� •.•'�,10ENS . i . SHIMS o No.70592 _ v a v t ® s T •• drowing no. ORIOP.••'�®�� ® W15-83 FL #19092 ii�ll��1��`�� sheet 9 of 12 5.687 - T _ .417 - - = - R s 4.374 • _� - - - r M .125 .452 1.173 Z op 1.760 .110 1 1.000 0 M Q 547 ' a 2.625 4.000 � _ L.550� 1.250 {�- 3.050 0 0 100 OU 3.633 4.374 ,125 2.263 V _ Y 0 w N a � N .080 pat E1 FRAME HEAD/SILL •• 0��'H m •• 2.250 v rl 125 •••••• �.� M o • i• E14 1.173 ••.:•• Q D •vI • .: E6 PANEL RAIL/STILE •••• • .412 SILL RISER (OPTIONAL) A3 CORNER KEY •••••• '01-N O -� 1.605 �{ •.••.• .4 Wa IJi • •' �I 1.370 4� I • • •W u 2 o 452 2.000-1 ...... .� m_Q •Q W01 2 MW- • • E2 FRAME COVER .125 2.492 2.635 ' .750 OD -�{ 1.467 2.000 OD C4 2.547 N a 2.750 v - oo ry rl (n o 075 2.412-moi 4.633 O O� 2.625 cn Z M E7 PANEL INTERLOCK g 3 v 055 .080 ALIGNMENT CORNER $i 8 241 Al ST. STEEL z N Fes-.500 Q O F- F-.500 M 855 .230 I. M CCD E3 00 JAMB COVER J.8140 L E15 (n 2.287-1 SILL RISER (OPTIONAL) .950 T.060 173 .950 t 073 O Z n E8b o o" % INTERLOCK COVER .633�1 -N � 00 1.370 -� .657 E11 E12 GLASS STOP LAM. GLASS GLASS STOP INSUL. LAM. GLASS ` .090 � ( ) ( ) .412 .628 1.700 06 5.400 1.250 E9 TRACK , 1.135 0 1.750 1.5150 E 13 y .720-�I I� 125 2.180 y � v rn E4 FRAME JAMB .188 �' c 2.635 6.450 1.300 2.750 `�� G�� 1.730 .125 1.550 � \CEM$Fa'd ��i N ,o a .090 ��111LLL I O M _ Ftlo.705.92 _ - � o a 1.467L 0 r 075 1.850 1.570 v � :o v .060�III , I� � ..• S F ` drawing no. �� ®®.��oP.�•��®�� W 15 83 E5 THRESHOLD JAMB CAP E 00 E 33 FL #19092 �� NAL �� / REINF. ASTRAGAL STD. ASTRAGAL i 1�� sheet 10 of 1:2::)l ITEM `PART # - -QUANTITY DESCRIPTION- - - MATERIAL MANF./SUPPLIER/REMARKSSEALANT: — �� M T T E1 1000-E-1001 2 FRAME HEAD/SILL 6005-T5., - 00 1 E2 — AS READ. FRAME-COVER 6063—T5 — ALL JOINTS AND FRAME CONNECTIONS SEALED WITH iA E3 - AS REQD. JAMB COVER 6063—T5 — WHITE/ALUMINUM COLORED SILICONE. _ Z M E4 1000-E-1002 2 FRAME JAMB 6063-T6 - N Q E5 1000-E-1005 AS REQD. THRESHOLD/JAMB CAP 6063-T5 - LOCKS: Q 2N 1. E8 1000-E-1010 AS READ. PANEL RAIL/STILE 6005-T5 - SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK C O o 0 E7 1000-E-1011 AS REQD. PANEL INTERLOCK 6005-_T5 - _ - AT 38-1/2" FROM BOTTOM - - '0 W N E8 1000-E-1018 AS REQD. INTERLOCK COVER 6063-T5 - FASTENED TO LOCK STILE WITHaQ�u E9 1000-E-1007 1/ MOV. PANEL TRACK 6005-T5 - - (2) 10-24 X 1/2 FH TC MS • O�•�N M • •• E10 1000-E-1013 AS REQD. REINF. ASTRAGAL 6005-T5 - SURFACE MOUNT METALLIC HANDLE AT 38-1/27 FROM BOTTOM •• • v •0 • FASTENED TO LOCK STILE WITH •8 M Ell 1000-E-9001 4/ PANEL GLASS STOP (LAM. GLASS) 6063-T6 - (2) 8-32 X 2-5/8" FH MS • •; �"� >M 8 • •• E12 1000-E-9002 4/ PANEL GLASS STOP (INSUL. LAM. GLASS) 6063-T6 - SURFACE MOUNT METALLIC KEEPER FACING LOCK AT 38 1/2- FROM BOTTOM�� • 0 o�p • • E13 1000-E-1012 AS REQD. STD. ASTRAGAL 6005-T5 - FASTENED WITH • • �•�• to (1) #14 X 2-7/8" FH SDS AND ••" a Z O a ' •. E14 MGR-1014 AS REQD. 3-5/8" SILL RISER 6063-T6 OPTIONAL (1) 12-24 X 1/2" PH MS •• •• �•W7 U. N • • E15 MGR-1019 AS REQD. 4-5/8" SILL RISER 6063-T6 OPTIONAL •• •• Z p M • •• • ~ G1 W71325NK AS REQD. TRI FIN PILE W'STRIPPING - ULTRAFAB • �Q•W.� • • G2 - 'AS REQD. COMPRESSION GASKET EPDM DUROMETER 7015 SHORE A • • • •• G3 - AS REQD. OFFSET GLAZING GASKET SANTOPRENE DUROMETER 7015 SHORE ALO Y 00 N G4 - AS REQD. WEDGE GASKET EPDM DUROMETER 70±5 SHORE A — aI G5 E516 AS REQD. AIR SEAL GASKET SANTOPRENE ULTRAFAB Of 3 G6 E238 AS REQD. INTERLOCK GASKET POLYPROPYLENE ULTRAFAB o 0 LO G8 - - 1/4" THK. FOAM PAD POLYETHYLENE - cn Z M N j v G9 - - AIR SEAL BRIDGE AT INTERLOCK POLYAMIDE - G10 - - AIR SEAL- BRIDGE AT MTG. STILE POLYAMIDE G11• - AS REQD. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A z_ N o IY F- o N cJi� p 1O Al - - ALIGNMENT CORNER ST. STEEL - p � M m I A3 - - CORNER KEY 6063-T6 - '(n _j Q c� Z i Ll PS01-7002 - 2 POINT MORTISE LOCK & HANDLE - INTERLOCK o 0 C) J M L2 PS01-7102 - 2 POINT MORTISE LOCK & HANDLE - INTERLOCK I N u L3 PS01-1005 - ADJUSTABLE STRIKER - INTERLOCK L5 - - LOCK RECIEVER 6063-T5 - M1 - 2 PANEL ROLLER ASSEMBLY AT 9" FROM ENDS ST. STEEL/ACETAL FASTENED WITH (2) 12-24 X 3/4" PH MS M6 - AS REQD. PANEL GUIDES NYLON - M7 - AS REQD. PANEL GUIDES T NYLON - c O S1 #12 X 1 1/2" 4/"CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SDS C S2 10-24 X 1/2" AS REQD. INTERLOCK FASTENERS, AT 6" FROM ENDS AND 12" O.C. ST. STEEL PH TC MS N a� S3 #8-18 X 1/2" AS REQD. LOCK RECIEVER FASTENERS AISI 304 PHILIP PH SMS S4 1/4-20 X 1/2" AS REQD. PANEL ASSEMBLY FASTENERS ST. STEEL FH SMS c a� 0 0 4) o Lr PIP d1�'•��CiENs�•'. ',�� N Y O I No.70592 O Y .� U ��• ST E drawing no. ® 1OP••��®�� W1 5-83 FL #1909 ''��;®®NAL //►111110 sheet 11 of 12 00 Dim 3 Z ca ,. 0 a S4 I St f N a Al 1 0 W N` M U N v / -1 // • • •Q•rij•y M • s• /� y' I •••�•• � tr M0 • •• /I •••.s• o 0 Q • G • •� V• /' I �, 0 I I •••• � Z O �y • • / •••••• •f N • •• • • alt• (O O •• •• •^� Z•0 laf • •• /' I •••••• (0 Q J • // I • i •Q LL6 • •• r• K> � 3�6 Z N .� I j OD N o I o 3 I N M p 0 r) ao 1 O Q LL. L C) 0 p% � -I c FRAME TOP/BOTTOM CORNER ° PANEL TOP/BOTTOM CORNER a O o N N O � c O M No.705.92 O �[ a v` u i �® S T F •� drawing no. '°•• RIOP. •• ® ,� W 15-83 - ? FL #19092 '!��ON ��\ //lrlltl►1��\ (sheet 12 of 12 { k r e MIAMI-GaADE MIAMI-DADS COUNTY,FLORIDA t Qzivau PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems,LLC 8502 NW 80',Street •••••• Medley,Fl.33166 "•' "• .. SCOPE: 0000 • This NOA is being issued under the applicable rules and regulations govern" g-*;l ease of construction materials. The documentation submitted has -been reviewed and accepted,by Miiit'pade Cpppjy RER—••• Product Control Section to be used in Miami—Dade County and other areas where Mved bvthe Authority:••. Having Jurisdiction(AHJ). F •••••• J•• • ••••• This,NOA shall not be valid after the expiration date stated below. The Miami .Pole County Product•,' Control Section(In.Miami-Dade County) and/or the AHJ(in areas other than Miami—*Dude Count)reser%%..:0 the right to have this product or material tested for quality assurance purposes. tf th� prodmte , uetorrial • 0000.. fails to perform in the accepted manner,the manufacturer will incur the expense of Sdch testing tie AIIJ • ` may immediately revoke, modify, or suspend the use of such product or material within their jtmsdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the-applicable building code. This product is approved as described herein, and has been designed to comply with the Florida,Building Code, including-the High Velocity Hurricane Zone. i DESCRIPTION:Series "-ECO-Guard Clipped"Aluminum Tube Mullion-,L.M.I. APPROVAL DOCUMENT: Drawing No.M14-01 Rev. A, Series titled "Aluminum Tube Mullion", sheets I through 9 of 9, dated,05/19/14 with the latest revision dated 11/15/17; prepared by A1-Faroo+ Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. i MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unix shall bear a permanent label with the manufacturer's name or logo, city; state, series, and following.statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. ; ' t . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable buildin&ode 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 i in the materials; use, and/or°man'uf'acture of the prochact or process. Misuse of this NOA as an endorsement of any product, for sale's, 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 theuser 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 No. 14-0529.16 consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. 9 , The submitted documentation was reviewed-by Jorge M.Pl-asencia,P.'E. NOA No. 17-1217 MIAMHDAt3E couN7Y Expiration'Date: October 23,2019 , Approval Date: February 22,T018 Page 1 0 Eco Wind-ow Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0529.16 A. DRAWINGS 9999 1. Manufacturer's die drawings and sections. x . 6999.• 2. Drawing No. M1"1, Series titled "Aluminum Tube Mulha sheets O, •through •; 09 of 09, dated-05/19/14 with the latest revision dated 057231f4, preplIld by .Al'—•••• 9999.. Farooq Corporation, signed and sealed by Javad Ahmad, P. E.• , :***so .9600. 9999 .. 9999. B. TESTS 60.06• 60 • 6.66• 1. Test report`s on: 1)Air Infiltration Test,per FBC, TAS 202 9999.. 2) Uniform Static Air Pressure Test, Loadingper PSC, TAS 202-94..::. 3) Water Resistance Test,per FBC, TAS 20294• �' • along with marked—up drawings and, installation diagram df a'clipped!Auminum • mullion at fixed windows, prepared by Hurricane Engineering & Testing; l'nc., Test Report No.JWTI-08-2192A, dated'01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind-Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a clipped aluminum mullion at a fixed window/a single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI48-2192B and, HETI48-2166C, both dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. Test reports on: 1) Air Infiltration Test,per FBC, TAS 20,2-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202=94 4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion single hung window, prepared by Hurricane Engineering-& Testing,Inc_, Test Report No. .HETI-08--Z-166A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, .complying with FBC-2010 and FBC Stn Edition (2014), prepared by Al—Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad, P.E_ D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS h 1. None. ' gorge M.Piasencia,P.E. P uct Control Unit Supervisor NUA No. 17-1218.14 " Ezpiration Date: October 23,.2019 Approvat Date: February 22,2018 E-1 a Eco Window Systems, LLC ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i F. STATEMENTS 1. Statement letter of no financial interest, conformance to aud -coftipLAg vwith... FBC-2010 and FBC 5t' Edition (2014), issued by Irl-*';rooq C•-orporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. ""':" "" """ 2. Department of State Certification of Eco Window Systems,at;as a lipiitee liabittq•• company, active and organized under the laws of the State A.hinda,da16T03/21413.. and signed by Kurt S. Browning, Secretary of State. so:**: •• 00 ••••• 3. Laboratory compliance letter for Test Reports N*o's* BFn—d$-2192A;':' 1ET148:2192B; BET148-2166A and HI ET --08-21660; all. issued Hurricane- Engineering &'Testingz Inc., dated 01/15/09. si-ped ana0 seled :hX..• Candido F. Font, P.E. 100 . .•'.'. • 4. Proposal No. 08-0236 issued by the Product Control, dated. 06/04/09: signed by Manuel Perez, P. E. G.- OTHERS 1. None. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS . 1. Drawing No. N114-01 Rev. A, Series titled "Aluminum Tube Mullion" , sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17,prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. None. C. CALCULATIONS r 1. Structural analysis, complying with FBC 6t' Edition (2017), prepared by A1-Farooq Corporation, dated 11/30/17, signed and sealed by Javad Ahmad,P. E. D QUALITY ASSURANCE G 1. Miami—Dade Department of Regdatory and Economic Resources(RER). E. MATERIAL CERTNICATIONS 1. None. t urge M.Plasencia,P. E. Prod ct Control.Unit Supervisor NOA No. 171218.14 Expiration Date: October 23,2013 Approval Date:-February 22,2018 E-2 , 4 Eco Window Systems, LLC � NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 6tn Edition (2017) and of.q.financial interest, issued by Al–Farooq Corporation, dated 11/14/17,`sip,&Fd seale6ty Jawad- :-Ahmad, P. E_ •• ;••• •0 ...... 0000 0000.. G. OTHERS ` •••••• 0000 • 1. This NOA revises NOA#14-0529.16, expiring on 10/23/19. `••••` ""` ••••• r .. 00 0.000 .. 00 0 00 .000.0 ...... • • ' • • • • 0000.. 0000.. • • • 0000.. .. • 00 0 • • 1 i r 9r x 1 F 1 Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23,2019 Approval Date: February22,2018 c E-3 f 4 r a sjwlu _w o I ybj Z II �u ill Jf I T----i 71'i------T- W N p i - - nl - -_--a i 1 It 1 Q 2 n - 00 o y'rj N x II I � N a Iff - --, ----J 1 r(' II I a W �= I r-- f - III Itl -�- I III I1 ~- PIC AL p- 4.OQ0 h II I11 -------� i..iTt .)_ _ s1.:G ING PRODUCTt UI . p�S I ___ --. I o ui*{ � o M o n ¢ o • f- I G•� F >{ 1.000 ...... - - - - - - - - - - — - - - T - - - - 11 1 1 _ 0 xz0 N - .•- ►i TYPICAL II j,�l it W N 0 ....:. WINDOW FRAME � _�� _� LftJLJI • I •E p • • • / I ZS- I m dl • •Ijj•t7 CO Q•Jr • 0••••• 6.000 j I I I I • t•5 M .,-i f • MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. !1 • • AND CAN BE USED WITH ALL MIAMI-DARE CO-LINTY APPROVED • _-•• • � *960:4 IMPACT AND NON-IMPACT RESISTANT PRODUCTS. 3.000 4-000 :` :• (.j . RECTANGULAR ALUMINUM TUBE MULLIONS TUBULAR SHAPES o - •..�,, �•••.: USING MUWON PROPERTIES ONLY 2.000 ALLOY = 6063-T6 I ••��• • � wL•- 4.H � NOTES: L,, THIS PRODUCT HAS BEEN DESIGNED AND TESTED To COMPLY WITH THE Lj!I REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). I- .�n rn HORIZONTAL OR VERTICAL � a M ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE I I O C l APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING I � fl _j u7 INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. } Z Z_ 3i li 0000 1BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS C'4 J M TO THE BUILDING STRUCTURE. ( 00 O o J ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS - I,. q- AND INSTALLED PER MANUF'S INSTRUCTIONS- SPrCIfIED EMBEDMENT TO BASE _A MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD .DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY- j ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. u MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ` .COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ^ REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. Of 2 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION o l FOR SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR I a WATER INFILTRATION RESISTANCE ETC, tDp CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL �E&I, INSTRUCTIONS:USE CHARTS -AND GRAPHS AS FOLLOWS. JI $TCP I DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. h ry e� _ , ! �' � /jCY� C f CP_2 ,LSE MIAMI-DARE COUNTY APPROVED GLAZING PRODUCTS MEE-PNG ABOVE LOAD REQUIREMENTS- STEP 3 USE CONNECTION MULLION AS PER PRODUCT PRODUCT REVISED � Nd:{706� APPROVAL. TO as complying with the Florida 7� USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH Building Code STEP DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED NOA-No. 17-1218.14 IN STEP 1 ABOVE. �� {1 USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS Expiration Date 10/23/201-g �� L� OF • Nom; drawing no. STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING g / ��•" •�DF M 14-01 Y MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ➢ Miami-D duct Control ////�IONAL� �\ sheet 1 of 9 1.000 2.000--�{ 1.000 I .125 . 2.000 ,125 2.000 ,250 .125 .375 I -� �� f U o � m �{ 1.000 Z -^� 1_000 125 I O Z 0 I m .125 375 W N J 125 .125 - O w v' 0 4.000 .125 4.000 � 4.000 ( Q. 3.000 p u. } 3,000 T25 F 0 Ua1 6.000 6.000 V Q htaj t{, ( Q+ 0 m 0 375 .375 .125 .250 0 I a Q -1 • •• •�q t 60 034 m to 0i •.•••• Z-1 _ ••• • Ix = .9502 IN\4 Ix = 2.0374 IN\4 r Ix = 1.538 IN\4 Ix = 3.1878 IN\4 Ix�= 2.9762 IN\4 _ � �y' 0 ••••i• Sx' _ .6335 IN\3 S% = 7, It i 3?P Sx = 1.0254 tN\3 Sx 1.5939 IN\3 Sx = 1.4881 IN\3 M• � III �••••� 1 X 3 1 X 4 1 X 3 1 X4 2 X 4 •••.. STD. MULLIONSTD. MULLION CUSTOM MULLION CUSTOM MUTON STD. MULLION .�. •� ••�•.� • � 6063-T6 6063-T6 � ...... 6063-T6 6063-T6 6d63-T6 �� m U • Ix = 8.2757 IN\4 Ix = 15.2031 IN\4 z •CD •Z ••••:• ••o• •• Sx = 2_7586 IN\3 Sm = 5.01577 I14\3 1 0 • 2. X 6 2 X 6 LU � STD. MULLION HEAVY MULLION E � ~ Ed W 4 I 6063-T6 506,3-T6 W I>- 0_ M V) T raii Ira 0 LO !(' co Z i Ln zI �� co 0 oo .� Q Lr)W _ L co m U m 2.125 2.125 0 0 .125 .1.25 125 Tr TYP. 0 I U ~ 2.000 i yl? i 5-500 5•500 lot_ 0-0> I - NOTCH NOTCH OPTIONAL1/2- OPTIONAL 1/2 `\`-11111111,,'' ^� MIN. M.N. CY PRODUCT REVISED rI T e 1/2 as compg with the Florida lyin Ir 8 1 2 MIN. 8uRding Code (I 1`2" MIN_ NOA-No. 17-1218.14 ; MIN_ _ a Expiration.Date 10123/2019 ® _ '.��\ TATE CF � drawing no. 0sa1DP. ' �, M 14-01 ANGLE CLIP MULLION CLIP MULLION CLIP :mfamf a Product Control //,// , 6063-T6 6063-T6 6063-T6 �rOI�j�111\��, `ShEet 2 of Q i DESIGN LOAD CAPACITY - PSE' (TUBE MULLIONS) DESIGN LOAD CAPACITY PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) �V w WINDOWDIMS. 1 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1X3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1X3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2'X6 WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. NAVY WIDTH (W) MULL SPAN STD- STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD, CUSTOM CUSTOM STD, STD. HEAVY � 19-1/8, 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8- 75.3 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8, - - - 59.9 56A 120.0 120.0 Zko j 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 54.3 103.4 88.0 120.0 120.0 120.0 120.0 26-1/2" - - 43.2 40.4 110.9 120.0 co N p LLI 30" 120.0 120.0 120.0 120-0 120.0 120.0 120.0 30" 48-0 91.3 77.7 120.0 120.0 120.0 120.0 30" - - - 38.2 35.7 97.9 120_0 N 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 38.9 74.0 63.0 1 111.9 116.3 120.0 120-0 37' - - - 30.9 28.9 79.4. 120.0 9 p 0` c 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 _ 42" 34.3 65.2 55.5 98.6 1 1024 120.0 120.0 42 - - - 27.3 25.5 69.9 120.0 0 W N 48" 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 74-1/4" 30.0 57.1 48.6 86.3 89.6 120.0 120.0 48" 120' - - - 23.8 22.3 61.2 111.8 H L6 54" 120.0 120.0 1 120.0 120.0 120.0 120.0 120.0 54" 26_7 50.7 43.2 76.7 79.7 120.0 120.0 54' - - - 21.2 - 54.4 99.4 0 60" 112.5 120.0 1 120.0 120.0 120.0 120.0 120.0 60' 24.0 45.7 38.9 69.0 71.7 120.0 120.0 60" - - - - - 49.0 89.5 LU rf 66" 102.3 120.0 120.0 120.0 120.0 120.0 120.0 66" 21.8 41.5 35.3 62.7 65.2 119.7 120.0 66' - 1 - - - - 44.5 81.3 0'0 M 0 72' 93.8 120.0 120.0 120.0 120.0 120.0 120.0 72" - 38.0 32.4 57.5 59.7 109.7 120.0 72" - - - - - 40.8 74.6 d p • •• • 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/B` 52.0 110.6 84.2 120.0 120,0 120.0 120.0 19-1/8" - - - 45.0 42.0 116.8 120.0 • Ir O m • ' •••••• -26-1/2' - 120.0 -120.0 120.0 120.0 120.0 - -120,0 120,0 _ -28-1/2' -37:5 79-8• 60.8 120.0 117.7 -120.0 -120.0 26-1/2" - - - 32.5 30.3 84.3- 120.0 � (L •• •: 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 33.2 70.5 53.7 106.3 104.0 120.0 120.0 30" - - - 28.7 26.8 74.5 120.0 d • •••••• 37" 120.0 1 120.0 120.0 120.0 120.0 120.0 120.0 37" 26.9 57.2 43.5 86.2 1 84.3 120.0 120.0 37' - - - 23.2 21.7 I 60.4 110.8 D to d ••••i w 6) - • W 1st t- ``•• •. • 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 23.7 50.4 38.3 76.0 1 74.3 120.0 120.0 42' - - - 20.5 - 53.2 1 97.6 • •• l ••••• 48" 42' 116.8 120.0 120.D 120 0 120.4 120 0 120.0 48" 84' 20_7 44.1 33.5 66 5 65.0 120.0 120.0 48" 132 - - - I - - 46.5 85.4 •. •. •w• • .•:••• 54' 1-03.8 120.0 120.0 120.0 120.0 120.0 120.0 54" - 39.2 29.8 59.1 57.8 113.5 120.0 54" - - - - - 41.4 75.9 •• •��, • ••.••• 60" 93.4 120.0 120.0 120.0 120.0 120.0 120.0 60' - 35.3 26.8 53.2 52.0 102.2 120.0 60" - - - - - 37.2 68.4LO �{• • 66" 84.9 120.0 120.0 120.0 120.0 120.0 120.0 66' - 321 24.4 48.3 47.3 92.9 120.0 66 - - - 33.8 62.1 ?^ *& • "••• 72" 77.9 120.0 120_0 120.0 120.0 120.0 120.0 72" - 29.4 22.4 44.3 43.3 85.2 120,0 72' - - - - - 31.0 57.0 • :•••.; 19-1/8" 120.0 120.0 120.0 120L 120.0 120.0 120.0 19-1/8" 34.8 74.8 56.4 116.9 109.3 120.0 120.0 19-1/8" - - - 34.6 1 32.4 90.0 120.0 I2 �.`� ' • 26-1/2' 120.0 120.0 120:D 120.0 120.0 120.0 120.0 26-1/2" 25.1 54.0 40.7 84.4 78.9 120.0 120.0 26-1/2 - - - 25.0 23.4 64.9 119.2 i f- ¢ �N w 4 30' 120.0 .120.0 120.0 120.0 120.0 120.0 120.0 30" 22.2 47.7 1 36.0 74.5 69.7 T20.Q 120.0 30' ) - - - 22.1 Z0.6 57.4 105.3 ILI >- 37' 103.1 120.0 120.0 120.0 120.0 120.0 120.0 37" - 38.7 29.2 60.4 56.5 120.0 120.0 37" - - - - - 40'.5 85.4 M 42" 90.8 120.0 I 120.0 120.0 120.0 120.0 120.0 42" - 34.1 25.7 53.2 49.8 110.9 120.0 42' ( - - - - - 41.0 75.2 �Iro C11 48' 50-5/8" 79.5 120.0 120.0 120.0 120.0 120.0 120.0 48" 96" - 29.8 22.5 46.6 43.5 97.0 120.0 48" 144" - - - - - 35.8 65.8 0 00 'O 54' 70.6 112.5 111.6 120.0 120.0 120.0 120.0 54" - 26.5 - 41.4 38.7 862 120.0 54' - - - - - 31.9 58.5 J m Z_ LL_ co . - z 60" 63.6 101.3 100.4 120.0 '[20.0 120.0 120.0 60' - _23.8 - 37.3 34.8 77.6 120.0 60` 28.7 52.6 2 3: Z} � 66" 57.8 921 91.3 120.0 120.0 120.0 120-0 66" - 21.7 - 33.9 31.7 70.6 120.0 66" - - - - - 26.1 47.9 o 72' 53.0 84.4 83.7 120.0 120.0 120.0 120_0 72' - - - 31_1 29.0 I 64.7 118.3 72" - - - - - 23.9 439 Q 0 CZ U u�w 19-1/8- 120.0 120.0 - 120.0 120.0 I 120.0 120.0 120.0_ 19-1/8' 82.1 76.8 1 120.0 120.0 Lis CO m F- ARCHES TO BE INSCRIBED rHORIZONTAL MU-0N 26-1/2' 89.0 120.0 120.0 1.20.0 120.0 120.0 120.0 f 2S-i/2' - I - - 5-q-3 I 55 4 I 120.0 120.0 114ME-RECTANGULAR SHAPE 4I 30" 78.6 120.0 120.0 120.0 1 120.0 120.0 120.0 f 30" I - - - 523 1 48.9 120.0 1, 120.0 1M I i ! 37 63.7 104.3 1032 120.0 120.0 120.0 120.0 1 37" I - ! - - 424 I 39.7 ' 987 120.0 I GLAZING I 42" 50.1 91.9 90 9 120 0 120.0 120.0 124.0 42" 37.4 35.0 87.0 120.0,,+ 1 PRODUCT ysr�"v"'�. i I63, 149.1 80.4 79.5 120.0 120.0 120.0 120.0 48' 1 108" - - 32.7 30.6 76.1 1200 I i p 1L n 54" 43.7„ X71:5 x,70.7 108.3 111.5 120.0 120.0 54" - - - 29.1 27.2 67.6 120.6 ( 00 3-9.3 I - 3 63-6 97.5 10x3 120-0 120.0 60" - - - 26.2 24.5 60.9 111,!3 GLAZING f GLAZING a I La�I PRODUCT ! PRODUCT N UI$ 66' 35.7 58.5 1 57.8 88.6 1 91.2 120.0 120.0 66' i - - - 23.8 22.2 55-0 1Oa.2 GLAZING 32.7 53.6 53.0 81.3 83.6 120.0 120.0 72 21.8 20.4 I GLAZING I m 72" , " - - 50.7 92.7 PRODUCT -PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). 1 Wl II W2. i MULUON SPAN NOTE: gi< I MULL1014S RATED IN THESE CHARTS MAY BE ORIEL ED %��}tttll:i�� VERTICALLY OR HORIZONTALLY. A$ (INTERPOLATION BETWEEN WIDTHS ALLOWED} TYPICAL MULLION ARRANGEMENTS �� •'• csF' '�\\ °' (II - _ PRODUCT REVISED W1T7 g I ¢ !I - WIDTH (W) _ as complying with the Florida t o m �' 2 Building Code = I NOA-No. 17-1.21-8,14 gJL Expiration Date 10/23/2019 ��'• OF '��/ k drawing no. ifc®R1vP.. •�® M 14-0 MULLIONS e ,�� •• � Mia 1-D Product Control ��/i®...... ��` �shes: -4 of DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 0416 V 3 W WINDOW,DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS 'TYPE WINDOW DIMS. ANCHORS TYPE p WIDTH (W) MULL SPAN,, A2 A4 A6 B2 Boa Bob WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b WIDTH (W) MULL SPAN A2 A4 A6 B2 134a 134b 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8" 97.9 120.0 120.0 62.7 90.4 120.0 Z C' n 26-1/2" 120.0 1200 120.0 120.0 120.0 120.0 26=1/2" 114.2 120.0 120.0 732 105.4 120.0 26-1/2' 70.6 120.0 120.0 48.3 65.2 90.6 to C 30' 120.0 120.0 120.0 120.0 120.0 120.0• 3o"' 100.8 120.0 120.0 64.6 93.1 120.0 30' 62.4 106.8 120.0 40.0 57.6 80.G Q Z V 37' #20.0 120.0 120.0 101.4 120.0 120.0 3T 81.8 120.0 120.0 52.4 75:5 104.8 37 50.6 88.2 120.0 32.4 46.7 64.9 Q�• iL O` O � 42' 1200 12-0-0 120.0 89.3 120.0 120.0 42" 72.0 120.0 120.0 462 66.5 92.4 42' 44.6 77.7 116.6 28.6 41.1 1 57.1 G W c SO 48" 38-3/8" 1.20.0 120.0 120.0 78.2 112.6 120.0 48' 74-1/4" 63.0 109.9_ 120.0 40.4 58.2 80.8 48" 120" 39.0 68.0 102.0 .250 36.0 50.0 C G h 54" 108.4 120.0 120.0 69.5 100.1 120.0 54" 56.0 97.7 120.0 35.9 51.7 71.8 54' 34.7 60.4 90.7 22-2 32.0 44.4 O F N 60' 97.6 120.0 1 120.0 62.5 90.1 120:0 60' 50.4 87.9 120.0 32.3 46.5 64.6 50' 31.2 54.4 81.6 20.0 28-8 40.0 (j a>� 66" 88.7 1200 120.0 56.9 81.9 113.7 66' 45.8 79.9 119.9 29.4 42Z 58.8 66" 28 4 49.5 742 - .262 36.4 Cf 0 W o 72' 1 81.3 1200 120.0 52.1 75.0 1042 72" 1 42.0 ;73.3 109.9 26.9 38.8 53.9 72 26.0 45.3 68.0 - 24.0 33.3 G a O Q T1 • • • 19-t/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 821 114.1 0. � •• • •••••• d • 26-1/2- - 120.0-- -120.0• -1200 120.0 120.0 •120.0 26-1/2" 100.9 120.0-- -120 0 "_64.7 93.2 - 120.0 - ' .26-1/2 64.2 1120 120.0 41.2 59.3 82.3 :1-04 _ • . 30' T20.0 120.0 1 Z0.0 114.3 120.0 120 4 30' 89.1 120.0 120.0 57.1 82.3 114.3 30' 56.7 98.9 120.0 36.4 52.4 72.7 0� M •*"•• 37' ( 120.0 120-0 120-0 92.7 1200 120.0 37' 72-3 1200 120.0 46.3 66.7 927 37' 46.0 80.2 120.0 29.5 425 59.0 wl• e i:*see: i 42' 120.0 I 12-0-0 I 120.0 81.6 117.6 120.0 42" 63.7 111.0 120.0 40.8 58.8 81.6 42" 40.5 70.6 106-0 26 Q 37:4 51.9 �, Osseo 48' 42' 111.4 120.0 120.0 71.4 102.9 .120.0 48" 84" `357 97.1 120.0 35.7 51.4 71.4 48' 132" 35.5 61.8 927 227 32.7 45.5 • • • e ..; •• 54" 99.0 1200 120.0 63 5 91.4 120-0 54" 49 5 85.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 52.4 20 2 29.1 40.4 • •••••• •• 0 • 60" 89.1 120.0 120.0 57.1 82.3 114.3 60' 44.6 77.7 116.6 28.6 41.1 57.1 60' 28.4 49.5 74.2 - 26.2 36.4 • • • Ln • 66' 810 120.0 1200 519 74.8 103.9 66"' 40.5 70.6 106.0 26.0 37.4 51.9 66' 25-8 45.0 67.4 I - 23.8 33.1 Z ^� ••�• • •'•'••• 72' 74.3 120.0 120.0 47.6 68:fi 95.2 72" 37.1 648 97.1 23.8 34.3 47.6 72 1 23.6 41.2 61.8 - 21.8 30.3 p •••••• 19-1/8" 120.0 120.0 120.0 1 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 78.4 11.2.9 120.0 19-1/8` 81.6 120.0 120.0 52.3 75.3, 1 104.6 J �� • 26-1/2' 120.0 120.0 120.0 1 107.3 120.0 120.0 26-1/2" 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2" 58.9 102.6 120 37.7 54.3 75.5 :D LLI � xa 30" 120.0 120.0: 120.0 1 94.8 120,0 120.0 30' 78.0 120.0 1 120-0 50.0 720 100.0 30' 520 -90.7 120.0 33:3 48.0 65.7 LLJ Ui im 37" 119.9 120.0 120.0 76.9 1 i-0.7 #20.0 37` 63.2 11.0.3 120.0 40.5 58.4 8.1.1 37' 42.2 73.5 110.3 27.0 38.9 54.1 42` 105.7 120.0 120.0 67.7 97.5 120.0 1 42" 55.7, 97.1 120.0 35.7 51.4 71.4 42 37.1 -64.8 9 i.t 23.8 34.3 476 48' 50-5/8" 92.4 120.0 120.0 59.3 85.3 118.5 48' g6 48.8 85.0 120.0 31.3 45.0 62.5 48" 144` 32.5 5E.7 850 20:8 30.0 41.7 12 O 00th 54" 822 120.0 120.0 52.7 75.9 105.3 54" 43.3 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 26.7 37.0 D I 0 J 60" 74.0 120.0 120.0 I 47.4 68.3 94.8 60' 39.0 68.0 102.0 25.0 36:0 50.0 60" 26.0 45.3 68.0 - 24.0 33.3 Z I Z 66" 67.2 117.2 1200 43.1 62.1 86.2 66" 35.5 61.8 92.7 22.7 32.7 45.5 66" 23.6 41..2 61.8 21.8 30.3 lal a Z2" 61.6 107.5 12Q.0 39.5 I 56.9 79.0 72' 32.5 56.7 85.0 20.fi 300 I 41.7 72" 21.7 37:8 56.7 I - 20.0 27.8 1 Q(I U C)LJ w 19-1/8" 120.0 120.0 I 120.0 1195 120.0 120-0 19-1/8' 108.8 120.0 120.0 69.7 100.4 120.0 ARCHES. TO BE INSCRIBED II W m: 0 _ 26-1/2" 1220 I 1200 120.0 86.3 120.0 1 120.0 26-1/2" 78.5 120.0 120.0 $0.3 j 72.5 I 100.6CHOIRSTYPICAL rINSiDE RECTANGULAR SHAPE ��--/ ANCHORS 30" HORIZONTAL MUWON 1189 120.6 120 0 762 #Ofl.7 120,0 30' i 69.3 120.6 120 0 44.4 I 64 0 88.9 1 1 37' 96.4 I 120.0 120.0 61.8 89;0 120.0 37' 56.2 98:0 120.0 36.0 I 51.9 72.1 I l 42". 84.9 120..0 120.0 54.4 78.4 108.8 42' 49.5 86.3 120.0 31.7 45.7 63.5 I �� m 1 sear. .VEff CAL PRODUCT 11 3 LL r5r�./"48'•' ! 74 3.'� 120-0 120.0 47.6 68.6 952 48" 108" 43-3 75.6 113.3 27.8 40.0 55.6 ;" - �fiutuo.. Z rI T� o 411 t-5- 4" ,§6:0� 115.1 1200 42.3 61.0 847 54` 38.5 oi.2 100.7 24.7 35.6 49.4'` o Z c N Ii -� o 60' 59.4 103.6 I 120.0 38.1 54.9 76.2 60" 34.7 60A 90.7 22.2 32.0 44.4 .1t' GOING GLAZING a /4NCHOP. a PRODUCT PRODUCT M � ` 1 cv a� 66' 54.0 942 126.0 34.6 49.9 I 69.3 66' 3?.5 54.9. 82.4 24.2 29.1 40.4 I I 3 I � 0 1 72" I 49.5 86.3 1 120.0 1 31.7 1 -45.7 63.5 372` 28.9 50.4 75.6 - 26.7 37.0 ijl� GLAZING GLAZING TYPICAL If PR(?DUCi f PRODUCT ANCHORS I ALL LOADS ARE EXT.{;1/iNT.(-;. i1 1YPIC,L � I i ANCHOR I MULUON SPA'J NOTE: W1 �,W2 I� I ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER TYPICAL MULLION ARRANGEMENTS_ J LOCAi.ONS AT HEAD, SILL OR JAMB ENDS. W1 AM �`1i151r_arr;� FOR ANCHORS I DESCRIP 1 iON SEE SH EE I S 5 THRU 9. WiD l l-! ( ) - 2 _ (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) _ _ _ __ _ PRODUCT REVISED 705 as complying with the Florida Building Code = MOA-No. 17-1218.14 Eiration Date 10/23/2019 ��• TATECrP '.&i/�� drawing no. v AN CTiORS ;, .,t9�tC�.. �°o�� M14-01 By Miam' a Product Control �//® ��`` (s! est 4' of 9 t TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CUP (1 ON EACH WING) 1 PER ANGLE \ \` N \ \CONCRRrE\ 0 Z cq zo n R I OR FW � c I M UI I M ALSTU E a 5 IQ � 00� a u+4 Lu r � II II II II Jnr u i [I II I I 11 n c*4 IL-----------i P LI I I1 I FLOATING CLIP I i 1 1 2 X 2 X 1/8 o I I I I SNUG FIT INSIDE MULL U U ALUM ANGLE t0 4 Fes-p `i V• iid • • •••••• X14 SMS i I O14 SMS I i logo 0 H m •• •� 1-3/4" O.C. MIN. I i 1-3/4" O.C. MIN. I I .� � - -4 PER CLIP — 2-PER ANGLE - '. ��" O 1, • ••••:. • • 04 • • .• U rn• • ..J •0 co I • we `rr • • us ANCHORS TYPE A2 +� � � TYPICAL. ANCHORS: ` � V) L � I 4NCHOP. TYPES SUBSTRATE MIN. EMBED. MIN. t^siGE DIST. ' m U)cD 1/4" CIA. ULTZACONS BY 'E1C0` 1 I rn (Fu=177 KSI, Fy=155 KSI) CONCRETE 1-3/4" 2-i f2" F- y? r7 N 00 1/4- DIA SELF DRILLING SCREWS METAL 1/8" 3/4" J m (GRADE 5 CRS) I Z i Z ti TYPICAL ANCHORS TYPICAL ANCHORS y 4 PER CUP (2 ON EACH WING) 2 PER ANGLE CONCRETE = f'c 3 00 PSI MIN. M \ METAL = 1/8' MIN. THK. STEEL Fy = 30" KSi MIN. I Q I p p \\ \ \\ \\ "CdNCREiE�� 1/8 MIN. TtiK. ALUMINUM (6.063-T5 MIN.) W o�G rte- I' R \ I OR ANCHORS MAY EE HEX d R FL4T H=.D. �- !— �- ALL CLIPS AND ANGLES TO LTi SNUG INTO TUBE MULLIONS. �I ! CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED � m II ��aa q i I I 11 I I I i I WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR a ii a WATER-WHITE METHACRYLATE LACQUER- It ACQUER I o II O Ii II I i f l I plo+ II II • / P f I r ! ----------JI a LI FLOATING CLIP I I 11 I 1 ! 1 II II 2 X 2 X 1/8' o _W SNUG FIT INSIDE MULL L1 U ALUM ANGLE r a I I I I A 711 SMSJ #14 SMS i I i-3/4' O.C. MIN. 1-3/4' O.C. U. N. 4 PER CLIP 2 PER ANGLE so I ' l z. ��1t111IdId ;7� Ngip, r { .. .. ,:`\``\\�I�a�•s A, - - _ — PRODUCT REVISED M T� as complying with the-Florida z Com' Building Code _ 15 2' N I � - t NOA-No. 17-1218.14 TYPICAL2- { ACHORS TYPE A4' Expiration Date 10,2312019 447E OF �� drawing no. M14-01 MiamrDa roduct Control ��i ®R9d�L ��\` �'dlMA .1\�� ,Sheet 5 of 9 , V n TYPICAL ANCHORS Z CIO i TYPICAL ANCHORS 3 PER ANGLE 0 1,- z q 6 PER CUP (3 ON EACH WING) z o \ \ \\ \ \\ - �o►i� AYE\\ a 2 a \ t RR OR 0 jMU I I \ I METAL U FE a � NNW ` 12 0 N aL � Q=- OU 'mh q II )I I1 11 II 00pi � a 4 0 CEM o � q d )I II IL II o apQ L 4 II II 11 ii II • Q • ----------------------d N I4 t 1 I I d .4b pC • I I I I FLOATING CUP t L 11` /2X X 1/8" N o a N •• • •• SNUG FIT INSIDE MULL U U ALUM ANGLE - • -' • i i• Zj #14 SMS / I i4 SMS I I • {,�•2 5 • 1-3/4" O.C. MIN. I I i-3/4" O.C. MIN.J I I I •�•o i••••i 6 PER CUP 3 PER ANGLE 6 ,40Z � I • • � i ••••• • • .• U c� -j :...:. z O ( :0606.•• T I I UJ TYPICAL ANCHORS: li;3 Q ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. M�I v) 1/4" RIA, ULTRACONS' BY `ELCO' CONCRETE 1-3/4" 2-1/2" 2" (Fu=177 KSI, Fy=155 KSI) 11 O r7 w -TYPICAL ANCHORS TYPE A6 LI 1/4" DIA. SELF DRING SCREWS I :E0 00 (GRADE 5 CPS) METAL 1/8" 3/4" z Z ami to CONCRETE = VC = 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy = 36 KS1 MIN. a I 0 q 5 " 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) W t o LJ - ANCHORS MAY BE FEEX OR FLAT HEAD. I ALL CUPS AND ANGLES TO FIT SNUG INFO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO HE PROTECTED m WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR In L WATER-WHITE METHACRYLATE LACQUER. o O 0 i i00 o I .n 11 ly 0fat I Il PRODUCT REVISEDy - Orgg �\li cam' as complying with the Florida Y I m I n Building Code = _ a I t NOA-No. 17 1218,14 �� '. — ,�J Expiration Date 0/23/2019 R.TE OF ��` drawing no. By Miami-D Product Control '��/�®ONAL 0 sheet 6 of 9 ' 3 TYPICAL ANCHORS TYPICAL ANCHORS v I ` 2 PER CUP (1 ON EACH WING) 1 PER ANGLE • " � z °,.° \\\ \ \ Iqug \ \ \\ \ \ `\ \ \\ \FILLED B l7L c O , z N O ! \ 0 R I \ 000 RE N -J' \ 4Z a o C, OWN XX X jL ----- y FLOATING CLIP f i ij L2 X 2 X 1/8" • .Or 0 ir ° • I + i SNUG FIT INSIDE MULL U U ALUM ANGLE '•• A IL a d ••': • #14 SMS I I #14 SMS I I ��• �• N 1-3/4""O:C.-MIN. LI 1=3/4"-O.C. MIN. !. I Q,` a z'a :•:.:. 4 PER CUP _w 2 PER ANGLE •" Isl ii • •r C ca:�.,r . • ••� w c�s2 H ( ..:..• .. �• ) .•. • 4z co TYPICAL ANCHORS: Z) LJ AN CFi O R S TYPE '6 2' ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. I :i (f) w ti 1/4' DLA. ULTRACONS BY 'ELCO' MASONRY 1-3/4" 2-T/2" LI } (Fu=177 KSI, Fy-155 KSI) WOOD 1-1/2" 1" l 0 0 in. WOOD- = 26Y WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. ( D I a CO . a MASONRY = C-80 HOLLOW/FILLED BLOCK Pm = 2000 PS! MIN. Z�I Z L` TYPICAL ANCHORS TYPICAL ANCHORS IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW 4 PER CUP (2 ON EACH WING) Z PER ANGLE I � MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER , Q O o p THEM TO BUILDING STRUCTURE. U EO w 002 EIS BLOC OR ANCHORS MAY BE HEX OR FLAT HEAD. C R \ \ " �. WOOD S1RLj , (� I A JX< � X �. / ® � I - _ !! al !! 31 04 � (iI L ------ --- IIII! Iii LFLOATNG CUP t 2 X 2 X 1/8- SNUG "SNUG FIT INSIDE MU!I f U U ALUM ANGLE I I / #14 srs `/ I #14 SMS I 1-3/4" O-C. M!N.- 1-3/4" C.C..MIN. �. � 4 PER CLIP 2 PER ANGLE 0 m i �I (� ` a� �) 4PI _ a ti.mss` . t� ^•'s""��. \ l I I r J PRODUCT REVISED as complying with the Florida / / Building Code �I�I u I 3/8" MIN. ` 2 7/8" NOp-No, 17-121`$.44 t 111 TYF. TYPICAL ANCHORS TYPE `B4a' Expiration Date 0/23/2019 �� c� �� drawing no. By M 14-01 Miami-Da Product Control ®NAL 1�x\\� Sheet ] of r P� i �',• a TYPICAL ANCHORS TYPICAL ANCHORS 0 e 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE W ,'„e� BLO�E� - 00"_10 I , � R { { w D R I I { 'wso U", a � c� � a q ►I II \ II It v Qur� q p _ Cf Orr rrm o q d ii i� ii ii 0InO< •0 ......• �L------------- I FLOATING CUP • • It m ••••�• -------� N U I I I i 61 I t 11 11 2X2X 4/8" � p1ZO n • • • -SNUG FIT INSIDE MULL - U - :U, - ALUM.ANGLE- • •�• 3 � A 6 • W ....99 #14 SMS { I J14 SMS I I 9 .IL*W m - o 1-3/4" O.C. MIN. j /1-3/4" O.C. MIN_ I ! � +f= M< S A. �f..f: S PER CUP 3 PER ANGLE Q•w 0��.r {� 9999. • 9400. .. �• • 9• • m • O 'st ...1v • • • TYPICALANCHORS: _j� UJ '• ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. I} L 1/4' DIA. ULTRACONS BY 'ELCO, MASONRY 1-3/4" 2-1/2` LLJ(Fu--177 KSI, Fy=155 KSI) WOOD 1-1/2" 1- i 4" ~ � TYPiCAL ANCHORS TYPE `B4b' WOOD = 29Y WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. j 0 CIO J I MASONRY = C-SO HOLLOW/FL�LED BLOCK Vm = 2000 PSI MIN. Z' U_ co � 3z IBY OR 2BY WOOD BUCKS,NOT BY ECO WINDOW 7)I� !i N MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q II LJ THEM TO .BUILDING STRUCTURE. I W � , L ANCHORS MAY BE HEX OR FLAT HEAD. I -J { Ak I J I - - lslo • l�—I 1i111t)1 9999. _. ... — .� — �- \ Y -�• '��, iY` �I \ PROD&CT REVISED- _ �_= I 7 I I as complying with the Florida - 11 „ m o Building Code NOA-Mo. 17-1218.14 Expiration Date l0/23/219 ��® TE QE �'� drawing no. i ••'• ®i25I3�;.•'• � f By M 14-01 Miam! oduct Control (sheet 8 of S �V N �J#14 SMS � • SEE CHART FOR QUANTITIES TUBE MULLION Z 4 -- --- N ---- ----- Q-� D o0 ------ ----- -- ANCHOR NO. OF OtL � CHART SCREWS N X 14 FH SMS TYPE A2 2 p I�r- U. 2/ SIDE I TTYYPE A6 4 1/8' THICK ALUM CHANNEL I p > M I ENGTH TO FIT SNUG 1 I C 0 S m INTO MULLION j TUBE MULLION • Q IL p .� • �wwkkk •••••• ' TUBES MAY 8£ NOTCHED �u AS SHOWN TO ALLOW INSTALLATION • 2 M • • • `OF CLIP ANGLE I I •• •�'tS f0 �• ••••• CAULK JOINT AFTER ASSEMBLY I • • • #14 FH SMS j' i ••i••• 1-1/2 O.C. MIN. 1 I •• • • ACCESS HOLE SEE CHART I •• 004 oM •••••• FOR QUANTITIES I • (j • O1 _ • -- J� j • j J % ••••�• ------ - • • • m • • i! I J C .. S I W ------ ----- ------ ----- -------- ------ - a: jPL -- --, j I -- I -,I i - -, m cfl I YY { I -C rr) N THIS SCREW CAN BE 1 j j ( O 0 a INSTALLED IN EITHER 1 I #14 FH SMS 1 I I I 0 J ,I DIRECTION I I 2 PER CUP 1 I I I I Z Z �-- 8m l I I 1. O.C. MIN. 1 1 I I 3: Z i I I I I I — I I I I I I tVJ QCo til CO:2 F- 1-3/4- X 2" X 1/8" (FOR 28Y TUBE) I 3/4- X 2- X 1/B- FOR (18- TtJBE)-JI ALUM ANGLE CUT TO FT SNUG INSiDE TUBE ANCHORS DETAIL1 �I METAL TO METAL CONNECTION e #14 SMS t SUBSTRATE E8. = MIN. EDGE DIST.IMIN. CL TO CL SPACINC j'i! ALUMINUM 5/8' I 1/2- vl 1 .�I cia \`,1191ilpfff/ � I 1 o_+6 - r PRODUCT REVISED 70532 as complying with'the'Florida BuildingCode — -o .8 NOA-N . i 7-1218.14 I� U m l� Expiratior. Date 10/23/2019 �� ATE CF �� I drawing no. BySid• ° ��'' � � M1 4-01 Mia -Da roduct Control /// ��b• �� 1 11fllltil� sheet 9 a. 9 J I