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WS-19-1207Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS -05-19-1207 Permit Type: WIIdows/Shutters L�orClasocation: Window/Boor Replacement P@MQJ" Permit Stows: Approved Issue Date: Location Address Parcel Number 1075 NE 99TH ST, Miami Shores, FL 33138 1132050180030 Contacts Expiration: 11/25/2019 OLIVER & NATHALIE BELIN Owner INFINITE BUILDERS LLC Contractor 1075 NE 99 ST, MIAMI SHORES, FL 33138 REMIGIO SANTIAGO TORAL Other: 4043849815 Business: 9549244014 Other: 7863013898 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above npedtontractor to do,,the work stated. Authorized Signature: Owner / Applicant / Contractor "r% Agent Date May 28, 2019 Page 2 of 2 Inspection Requests: Description: INSTALLATION OF 7 HIGH IMPACT WINDOWS AND Valuation: $ 34,134.37 305-762-4949 3 DOORS TO REPLACE PERMIT#WS-8-18-2290 Total Sq Feet: 0.00 Amt Paid Payments Date Paid Fees J Amount 50% Renewal Fee $75.00 Total Fees $75.00 Check # 9837 05/28/2019 $75.00 Total: $75.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above npedtontractor to do,,the work stated. Authorized Signature: Owner / Applicant / Contractor "r% Agent Date May 28, 2019 Page 2 of 2 Miami Shores Village RFcmivF,11:) Building Department AY 28 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY A I At Tel: (305) 795-2204 Fax: (305) 756-8972 l IA INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 P BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. W 5 -0s' ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ��77 CONTRACTOR DRAWINGS JOB ADDRESS: 10-7 5 PGC -. "� G Q 5T City: Miami Shores County: Miami Dade Zip: 3313 Folio/Parcel#: 1 (- 3205 O (8 - 00 3'Q Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): A4TY,rliZ6:i Phone#: Address: City: ( t4HY, S 02GS State: FL Zip: 3309 Tenant/Lessee Name: Email: r one#: CONTRACTOR: Company Name: ZNF11A*'Z76 (3Crf.L4E,7_S L&C Phone#: 7,K - Slt- 371sv.9/3 Address:h 16 (2 A114,,- .4yra- City: 00aAL State: Zip: 3312, 6 Qualifier Name: eaMZGx-o s•/ -70/t +,4 Phone#: State Certification or Registration #: 6,6< ISIS/ 3 0 t4 Certificate of Competency #: DESIGNER: Architect/Engineer: Addres City: Phone#: State: Value of Work for this Permit: $ 34,131 s? Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Zip: ❑ Demolition Description of Work: trx6 N :c-mi4C7 t✓L/V o o w5[;;:\ f4-N1� ()0025 CD Specify color of color thru the: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ V Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip WE Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. n ( 1! Signature Signature —(�1'1' OWNER or AGENT ONR CTOR The foregoing instrument was acknowledged before me this Z.% day of -% , 20 V° by tt- ��; %A. who is personally known to me or who has produced % Silt ye—, as identification and who did NOTARY PUBLIC: Print: Seal an oath. OSCAR RGIO cUEVA MYcumm1S March 9, 2021 EYFIRE Bonded Thru Notary Public Underwriters The foregoing instrument was acknowledged before me this Z 'L— da of 20 (q by 41 0 Z who is personally known to me or who has produced as identification and who didAke an oath. TARY PUBLIC: Sign: Print: Seal: MY COMMISSION # GG 046361 EXP ;FS: March 9, 2021 Bonded Thru Notary Public Underwriters ***************************** ***************************************************************************** APPROVED BYj� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miamishoresflprod Permit Number: WS -8-18-2290; Permit Details () I Tab Elements () I Main Menu () Type: Windows/Shutters - Window/Door Replacement_ IVR Number: 643975 Applied Date: 08/28/2018 Status: Approved Project Name: <NONE> Issue Date: 08/30/2018 District: Assigned To: Expire Date: 702/26/2019 Valuation: `$34,134.37 Finalized Date: t N F I N.I T E C elebw i? y 10 Tka W N W 5� ( Of Excellence CONTRACT CONTRACT 2641 DATE: G/1E/ltl PAGE NO: 1OF2 EXPIRATION DATE: 30 DAYS To: Nathalie Belin Address: 1075 NE 99th St Phone: 404-384-9815 Email: Job Name: Belin Residence job Address: 1075 NE 99th St Miami Shores FL33138 Lead Time 6-8 Weeks Sales Person TED CU EVA ted@in fin itewindows.email Pa ment Terms: 50% Deposit-40% Upon Delivery-5% Upon Installation-5% Upon Final Inspection Quoted by: TED CUEVA >..._ ^f1ANN QTT WIDTN HE1GN1 _ - _ 'a15—H– _. fYETEFl F_�. CDNTILIIM710N� DEiLNIRIDM ` ►NN7 LLAEE TTIE iCNEE}1 I MUN71NSw. LAAX, i ,EQD� CSQFT UNR . fI.INE 70711E 3AUC 3 lUU U3 LS-E14UU Aidin. XU SGU DUMNARDUNEW1111 Lunt L'lear/low{LMI YES FUU11JLW NO NO 106.75 Hath, 1 I 39 4U LY-EL1UV 5ingIellW U/X SingIellW OURANARUONLWIIITE lami Clear/Low-E LMI Priv YES FULLVIEW NO NO 1U.03 1 l I H. U3 LS-5002020 SIIdIngU XXU-3 SGU UU-.ARUUNE W111- Lauri Clear/Low-E LMI NO FU LL VIEW NO NO 109.51 2 1 144 113 LS-SU MU SlidingU UX-XU SUU DURANARVUNLWIIITL L-1 L3ear/law-ELM] YES FULLVIUW NU NO U3.UU U 1 39 52 ES-EUSU Axed W U F1xedW UURANAR DUNE WHITE Lamif3ear/Low-LLMI NV F'ULLVILW NO NO 13.72 Mast 2 311 60 E5SU0Uw1c1se1eniw XL Casemen[W UURANAR UUNEWIII1% L=i Clenr/Law-LLMI YES F'ULLVIEW NO NO 15.67 Mas, 3 43 60 LYS I UU Fixed Cas U Fixed Cu DUMNAR DUNE WHITE Lauri C1—/Low-LLMI NO FLIUVILW NV NV 73.33 C 1 37 51 LSSVOU LMI CuementW XL CasementW UURANAR... EWIMI L Lupi L7ea r/Low-E LMI YES FULLVIM NU NO 15.73 a7 y! y j i i IC f . '.I✓ d i PE7pp B. 3 ��fY• erx 1 1 _ ._. 1612 NW 84Th Ave Doral, FL 33126 infinitewindows.com 786.518.3725 NwA INFINITE I Celebrating 10 lean W I N D O W S" Of Excellence To; Nathalie BeEn Address: 1075 NE 99th St Phone: 404-384-9815 Email: Job Name: Belin Residence Miami Shores FL 33138 Job Address: 1075 NE 99th St Lead Time 6 - 8 Weeks Sales Person TED CUEVA ted@infinitewindows.emall d....... e...Final Ins action ,. Quoted by: TED CUEVA .•. To�..,�• sn9f, neDDsit - 40% Upon Delivery - 5% Upon Instatlatlon - 5% U on � r' /nJlnleal !!1 oysw sr(t .y, g , ew w,,., —11 • I ,. - ,,a , __,_._ _- �.Terms-Examine this agreementcarefully as INFINITE WtN00WS agrees to furnish and/or furnish and install only the articles herein named.This agreemntis based an thefollowingcon ons. VINDOWS Is not subject o any deviation on Purchase Oder after Purchase order is executed, if this agreement is not accepted within (30) days, INFINITE WINDOWS reserves the right to change the products and nlces quoted. Signature on this agreement constitutes acceptance of the scope of purchase Oder, proposed work and terms. A security deposit, at an agreed -to amount between contactor and Customer, shail be irovided at the time that the Purchase Order Is fully excecused. A signed copy of this agreement must accompany all urders/services placed with INFINITE WINDOWS. Any additional oders,changes or extras for naterfal orlabor will be subject o all terms and conditions of this agreement in the event of a conflict/or Inconsistencybetventhis agreement and any previously or subsequently submitted customer agreement/contact, these agreement and its TERMS,EXCWSIONS, AND CONDITIONS shall govern. the of the purchaser; 1. All rf rmed or paid for by InflnIbe :3. Specific Exclusions -The heexclusionssectionofthisollowing agree agtems are reement tofbonds,permltorfrom the lnstallation and will not be pe o fees.3.Costofspecialinsu anter quirements.4.Anytypefengineering.5.palint/p tchlofwalsandlor%Enishpaint/ tain,fascialortrimswoaicted nber Any type of stucco work ager installation. 7. Protection and/or cleaning of materials after installation. 8. Replacement of flooring and/or any sort of floor finishes reasonably affected by die installation. 9.Dust and/or security barricades. 10. After hours security of any type including board up, II.Prepaation,insallation or con nactlon of material supplied by others. L.Inerface to fire/smoke/security alarm systems. 1ZRemoval and or re4sistaliation of curtains and/or shades, C. Submittals - Submittals, cut sheets and/or shop dawings submitted by 1 NFI NITS WINDOWS and approved by the purchaser, primary contractor, architect or owner shall be deemed the correct interpretation o the scope ofworkto be performed even when not consistent With the architectural plans and specifications. FIN ITE D. Commencement ofwoonn IN AREmfNDOW$IW11=noipla £edncaewsm�ordering Pee linccations((applimble have been delivered to INFINITE OWS has eWINDOWScAll ubmittaisand/or shop drawings submitted by WS has returned same to the c p INFINITE WINDOWShave been approved by thepurcharIC ser, Primary c`Ontractor or ochliect and returned to INFINITE WINDOWS sasui6ble material at time of manufacture. Purchme odersac eptd d.A50%deposit has bed am contingent an eefires. actli of God, n received. E. Lead Times- This agreement is subject to INFINITE. WINDOWS au'ts embarr'o darn o erne mlregulationso restrtctfo s delays an the transporationfomma ufacture o INFINITE WINDOWSwareh use, or emergency damage or destruction of manufaLtaring plat([;wars, riots. B B WS any other Intervening cause which are beyond INFINITEWII�DOWS control, INFINITE WINDOWS shall not be responsible for this delays and shalt automatically receive a reasonable extension of time from the purchaser commensurate with any delay regarding the afoemendoned. IN F. Installation Notes • L INFINITE WINDOWS assumel�ete dtelnstal tiooVoltAC n In a manna} thant power is t elowi thathBow's continual insalla�tion ofthe mulle to each automatic operators at the time tiple Z.Ifthe mattertalsproject with ncontains o Interruptions, delays orINFINITE return �ps o assumes that INFINITE WINDOWS will be able o Camp., 'the site.lf work annot be completed as stetedadditiadare da o abCce�il urlmater a1s.rges �This bn udes theinsallat i�tifinstallation of Iva dobuchstunless installation s were Previously ordered WINDOWS an equal leg daptor. ifour that the area n which [he materials will be Installed is properly piepaed an y P Installers arrive on charges Incurred for loss old of the crew, travel and staging will be made provided that such loss time if the fault o(the site and find the area Is not properly prepared, the additional ch purchaser and not INFINITE WINDOWS. G. Unless otherwise sated all work will be perfomed Monday through Friday, B:00 AM to 5:00 PM. N. INSPECTIONS •For protects performed (n Miami Beach and Coral Gables, the cities requires two (3) Inspections for 1) Ins Ila of tvindoty bucks and 2) installation of nett' windows 3) Zoning Inspection and pinal six, tion. I. Payment- 50 % Deposit is required to oder materials. 4o % upon delivery of materials o INFINITE W INDOW S warehouse before INFINITE WINDOWS commence installation. A 5% fee of cosi contract per twee oftoage charge twill be assesd to contactaRerthe materials have been delivered unless other arms were previously discussed and approved by INFINITE WINDOWS, Last paymentshall be made within Rve (5) working days of final Inspection. An assesment of 1.5% per month will be added to contracted amount for every month past the time of the Real ayp protecton, as allowed g instlaw. 7. if Purchaser defaults In payment In full or In part, a lien maybe assessed on purchaser's property even If purchaser makes full or partial payment after said due perlods.Purchaser may protect Purchaser against alien by requiring a nti release before making payment Customer agrees to pay all costs and expenses Incurred colecting anyamounts due under this Agreement Including reasonable attorneys fees and all Incurred costs and associated expenses. ). Limited Warranty • New materials is guarantee to be free from defects: GLASS • Glass has prevalent characteristics such asbubbles, discolcations blurs and scratches. These are expected, as they are inherent qualities that meet or exceed sanded specifications for flat glass ASTM C 1036 be treated flat glass ASTM C 1048 and laminated architectural flat glass ASTM C 1172. Heat sthrenghted or tempered glass may have distrotions as an Inherent quality. Glass with special coatings may require special cleaning. Please alk to your sales person for more Information on maintenance of glass.The glass is warranted to be free of ng ddefects resulting In material arts shalt be warranted for obstruction ped 3 years. Aluminumon or in The for ofit sevarrantd for oof 5 years f period othe ff year from any defects under ate of delivery.Screen and normal wear. Unless KYNAR 500 pain- In products specifically t Is previoured by sly requested and approved. , the screen and owin 6 I BBB _•�,m...,+__:�e.- _ � ' cpFCIFiC FXf111CIONS cdcr,nar crOpF 0F_ WORK PERMIT FEES, STUCCO, PLASTER, DRYWALL, WINDOWSILLS, ALL MATERIAL IS HIGH IMPACT RESISTANT, WHITE KYNAR PAINT, LAMINATED CLEAR/LOWE GLASS, LARGE MISSILE IMPACT, DELIVERY, TILES FILLING HOLLOW BLOCKS, STEEL,PROFPHSIONAL CLEANING, PAINTING REMOVAL OF EXISTING, DISPOSAL, WOOD aUCKS, ENGINEERING, TAX AND INSTALLATION INCLUDED I Totaild $34,134.37 1 --V T Q1612 NW 84Th Ave infinitewindows.com 786.518.3725 Doral, FL 33126 Victor Ceron, PE PE# 63023 PROJECT INFORMATION DESIGN PARAMETERS CLIENT INFINITE WINDOWS v 175 mph PROJECT NAME Belin Residence H 25 ft PROJECT ADDRESS 1075 NE 99TH STREET, ROOF TYPE FLAT RISK CAT. 2 CODES EXPOSURE C Florida Building Code 2017 Kzt 1 ASCE 7-10 Kh 10.50 Kd 0.85 qh (ASD) 419.83 PSF WIND LOAD REQUIREMENTS FOR WINDOWS ZONE A (SF) qh (PSF) Gcpi GCp + GCp - PRESS. REQ (PSF + 4 10.00 419.83 0.18 (0.07) (0.04) 44.49 4 15.00 419.83 0.18 (0.08) (0.05) 43.34 4 20.00 419.83 0.18 (0.08) (0.05) 42.52 �l 4 25.00 419.83 0.18 (0.08) (0.05) 41.88 .5 4 30.00 419.83 0.18 (0.08) (0.06) 41.36 45.0 4 35.00 419.83 0.18 (0.08) (0.06) 40.93 44. 4 40.00 419.83 0.18 (0.08) (0.06) 40.55 44.25 5 10.00 419.83 0.18 (0.07) (0.07) 44.49 59.32 5 15.00 419.83 0.18 (0.08) (0.07) 43.34 57.01 5 20.00 419.83 0.18 • • •(&01) • 7 • • 42.52 55.38 5 25.00 419.83 0.18 • . (4:08) : P1071. 41.88 54.11 5 30.00 419.83 0.18 • • •(0!08 (0.87 41.36 53.07 5 35.00 419.83 0.18 (0.08) (0.07) 40.93 52.19 5 1 40.00 419.83 0.18 • • 6:10.05 (O.Q7 • • • 40.551 51.43 - 8883 Fontainebleau Blvd #105 Miami, FI 33172•eh: 748 2825;921AronC@yatipb.com ... . ..... . ...... .... . . .. . . .... . .... . �. RE CFS A 0 3 o BCIS Home ( Log In j User Registration j Hot Topics Submit Surcharge I Stats & Facts 1 Publications Contact Us i BCIS Site Map ; Links Search A 1'103 „ W Itr Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail •_i'N:" FL # FL22267-R3 Application Type Revision / Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method public comment. 05/18/18 E.S. Windows, Inc. 10653 NE Quaybridge Ct. Miami, FL 33138 (305) 624-7775 achamorro@eswllc.com Yiping Wang mcy@mcyengineering.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Yiping Wang Evaluation Report Florida License PE -55983 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/16/2025 Validated By Sifu Zhou, P.E. Y Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL22267 R3 COI Certificate of independence FL SS,p�f Standard 0000 TAS 201 1994 TAS 202 1994 • • •0Y• 0000•• • • • • • • • • 0000•• •• • 0000•• • 000.0• • • • •0000• 0000 0 • • • 0 • • • • 0000• •• •• 000• 0 • • 0000•••• • •••0• • • • ••• •• 0000 0000•• • •••••• • • • • • • • • • • 0000•• 0000•• • • • • • • • • 0000•• •• • 0• • • 0 • • • •0 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Yiping Wang Evaluation Report Florida License PE -55983 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/16/2025 Validated By Sifu Zhou, P.E. Y Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL22267 R3 COI Certificate of independence FL SS,p�f Standard I Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products r- ----i 04/20/2018 05/04/2018 05/07/2018 06/12/2018 FL # Model, Number or Name Description 22267.1 ES-SGD2020 SLIDING GLASS DOOR- sliding glass door -large and small missile impact. LMI & SMI Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL22267 R3 II 05.04.18 ES-SGD2020 -2018-05-04 FINAL SS .pf Approved for use outside HVHZ: Yes Impact Resistant: Yes/ Verified By: Yiping Wang PE #55983 Design Pressure: +65/-150 Created by Independent Third Party: Yes Other: for sliding glass door sizes vs. design pressure refer to Evaluation Reports installation instructions FL22267 R3 AE EVR ES-SGD2020-Sliding Door - LMI SS.pdf ( Created by Independent Third Party: Yes_ •••••• •• • •••••• • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824• • • • • • • • • • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Acces#bili Stir ::tefTrib Atement • • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a p4VIr%cPrds request• jgrnpt send elecer•r" • mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.4&7.13115. *Pursuant to Se•tion 455.275((1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department withsa• erO M address if ttlE� NAe one. TheER161 - • 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 Ilcenj,*&:A =hapter 455, F. , please click here . • Product Approval Accepts: • • • ••••• • :2"00: s•••• • I HM i ••• • i••••i • • • • • • • • Creta Card safe R 8501 SW 124th Ave. Ste. 205A Miami, FL. 33183 MCY ENGINEERING, INC. P: 305 271-0117 GLAZING CONSULTANT F: 305 279-6818 PRODUCT APPROVAL EVALUATION REPORT Product Manufacturer: Product Name/Model & Description: E.S Windows, Inc. Series ES-SGD2020 Sliding Glass Door — L.M.I. 951 NE 167th St. Ste. 207 Sliding glass door — large missile impact Miami FL 33162 Scope: This product has been evaluated by the below -signed Florida Professional Engineef far compUarlce with • • ...... .. . ...... the Code noted herein and is, for the purpose intended, at least equivalent to that rea0VVd by the•Code, ir: accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation •gf.jhis proc.uat hall b4.•••' required following applicable Code modifications or revisions. ••••• .. .. .. . ...... Code: 6th Edition Florida Building Code (2017), inclusive of all Supplements effectivI'aM5tthis report • • date. Compliance Method: 61G20-3.005 (1)(d) —Evaluation Report from a licensed Professional Engineer'.' Product Description: Product Approval Drawing #AD16-29, prepared by MCY Engineering, signed and sealed by the Yiping Wang P.E., is an integral part of this Evaluation Report. Limitations & Conditions of Use: • This product has been evaluated for use inside and outside of the HVHZ (High Velocity Hurricane Zone) 0 Impact Resistance: Large Missile Impact • Refer to Product Approval Drawing noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Other load limitations applicable to the product, if any. o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. 'k MCY ENGINEERING, INC. GLAZING CONSULTANT Test Reports: Mandatory Tests (Tested in accordance with AAMA 501) 8501 SW 124th Ave. Ste. 205A Miami, FL. 33183 P: 305 271-0117 F: 305 279-6818 Test Lab Report Number Test Report Date k Test Standard & Description Blackwater Testing Inc BT-ESW-16-010 03/23/2017 TAS 201 (large missile impact test) West Palm Beach, FL signed and sealed TAS 203 (cyclic wind pressure loading) ASTM E1996 (large missile impact) by Constantin ASTM E1886 (cyclic wind pressure Bortes, P.E. loading) • • • • • .... Blackwater Testing Inc BT-ESW-16-010 03/23/2017 TAS 202 (uniforrg;14t test) •••••• • West Palm Beach, FL signed and sealed ASTM E283 (air W94ation test) • ASTM E331 (wateroresistant test) ; by Constantin AAMA 1303 (forcL&d "try test) • • • • Bortes, P.E. .•..•. 4,004,00 . •• •• •• Blackwater Testing Inc BT-ESW-18-002 03/16/2018 TAS 201 (large rviissiia impact test) West Palm Beach, FLTAS signed and sealed 203 (cyclic I d pressure to add fig) TAS 202 (unifor3i st�tit test)• by Constantin ASTM E283 (air infltralion tear. •. • Bortes, P.E. ASTM E331 (water resistant test) • AAMA 1303 (forced entry test) Engineering Analysis: The following engineering analyses and/or calculations have been performed: • Comparative analysis has been performed for conditions other than tested. • Rational analysis has been performed per Code requirements and acceptable standards of engineering principles (but not in lieu of standard tests required by the Code). No increase in allowable stress has been used in the evaluation of this product. "bilid1f ES WINDOWS, INC. 5 E RIES..SG..D_2.0.2:O-S LI.DI.N.G=G LA55-D0"0-. R LARGE AND SMALL MISSILE IMPACT DOORS RATED FOR LARGE AND SMALL MISSILE IMPACT. LAMINATED GLA55 AND IMPACT SHUTTERS ARE NOT REQUIRED. IN5ULATED-LAMINATED GLA55 LARGE AND SMALL MISSILE IMPACT. IN5TRUCTION5: APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. USE CHARTS AS FOLLOWS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF STEP I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, THE GTH EDITION FLORIDA BUILDING CODE (2017) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). BLDG HEIGHT, WIND ZONE USING APPLICABLE ASCE 7STANDARD. THESE DOORS ARE APPROVED FOR AIR AND WATER INFILTRATION. STEP 2 SEE ALLOWABLE CONFIGURATIONS ON SHEETS E4 THROUGH E9. SEE CHARTS ON SHEET G I FOR ALLOWABLE DESIGN LOAD BASED ON ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR5 EMBEDMENT DESIRED GLA55 TYPE. SEE CHARTS ON SHEET KI FOR INTERLOCK DESIGN TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. LOAD. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF • • • • • • • • • • • • • THIS APPROVAL. STEP 3 FOR FREESTANDING JAMB:5ED AT 2-r RACEORS TKACOK, SEE-CHART5 ON SHEET J I AND J2 FOR RGINFORGIWG eV:- PZD:A4jI:IES`•. • MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME INTO • • • • • • • "• • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE GTH • • • • • • • • • • • • EDITION FLORIDA BUILDING CODE (201 7) SECTION AS APPLICABLE., STEP 4 FOR ANCHORED JAMB, SEE OPTIONS AND SPACING ON SHEETS J3 AND J4. METAL STRUCTURES NOT BY NR ARCHITECTURAL PRODUCTS, INC. TO BE DESIGNED TO SUPPORT THE LOADS IMPOSED BY THIS GLAZING SYSTEM AND TO TRANSFER SUCH LOADS STEP 5 USING CHARTS ON 5HRET •,1 56LECT AN111QR OPTION WITI • • • • • TO THE BUILDING MAIN STRUCTURE. DESIGN RATING MORE T DEZGN IpA65PECjrtD IIy5TPP• PA4)Vt. ULTIMATE LOAD OBTAINED FROM A5CE 7- 10, MULTIPLY BY O.G SHALL BE LESS THAN OR • • • .: • • • • • • • • • • • EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. THE DESIGN LOADS SHOWN IN THIS STEP G THE LOWEST VALUE RESULTING FROM STEPS 2 TAU 5 5HAL1 DOCUMENT ARE ALLOWABLE DESIGN LOADS. APPLY TO ENTIRE SYSTEM. • • • • • • • • • • • •• •• • • • •• •• ••• • • • •••• • • FL U Ill a -11,7«0 iiu+i��•- COVER 01 OF 59 MAY 3RD, 2018 CLUSTER OF ANCHOR � 383 15/1 G' MAX. I I 6- FRAME WIDTH 4,6,8 OR 10 SEE SHEETS 4 TRACK U z mn AG $ A7 FOR ANCHOR GO" GO" G) I I / I G - TYPES 4 SHEETS AI THRU PANEL WIDTH PANEL WIDTH PANEL WIDTH A4 FOR CAPACITIES (fYP.) rn fn -a 5 C m - W p N W 5G" MAX. GO" GI I I/I G" FALSE MUNTIN L.O. PANEL WIDTH PANEL WIDTH OPTIONAL USE 2,3,4 OR 5 (HALF OF NUMBERS OF NCHORS IN PAIRS rUNION SPLICE FOR ANCHORED JAMB, 59" ANCHOR REQUIRED AT 1I SEE SHEET J3 PANEL WIDTH MEETING STILES) V �+ - LL a 1 D1 D1 Ao )— elf w _ = &Or, D4' — D4 D5— Folk,— ?Q 110 X X X O J 13 14 15 16 17 = D6 D6 D6 D7 D7 F �1I IIII _ D1 D1 18" MAX. HEAD/SILL CORNER ANCHORS AT_/ FREESTANDING JAMB USE 2,3 OR 4 (HALF OF NUMBER OF ANCHOR REQUIRED AT MEETING STILE) m PANEL rD � C I I 6- z X OPP 15 D6 4 TRACK U z mn m HEAD ANCHORS Lu a I I o U W rn fn -a 5 C m - W p N W ANCHORS AT z o QNLLLL FREESTANDING JAMB z �m II USE 2,3,4 OR 5 (HALF OF NUMBERS OF z q e� Lu a o 59" ANCHOR REQUIRED AT } •�' eU'o PANEL WIDTH MEETING STILES) V �+ • •• •• rD � 06) -.- I I 6- D OPP. X 16 D7 X OPP 15 D6 X OPP. 14 D6 X 18 D7 OPP. OPP MOPP. I I 3., 3„ L J UNION SPLICE CLUSTER OF ANCHOR 4,G OR 8 SFE SHEET A8 FOR TYPICAL EXTERIORELEVATIONS (OXXXXXXXP) ANCHORS TYPE 4 SHEET AS FOR CAPACITIES. (TESTED UNITS SHOWN) 3" 3�" j �3" IIII � II I II I ej � • • POCK I OPTICIN • • 0 POC NOT PART OF THIS APPRrAL. TO BE REVIEWED o U BY AHJ.z rn fn -a 5 C m - c� >� � II QNLLLL I I Z o II z_3<a • W� I o w II II IIII II •• •� �I_� � � �•� II •• II MAX. WEEP HOLE LAYOUT NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL PANEL HEIGHT = FRAME HEIGHT - 2.G25" D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9.125" D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" • ••• • ••• • • • • • • • • • • • • • • •• • • • • • • • • C?' "W A+IyQ rYIPINQt O, RE.. MARC) REGIS7RA FLi559 . _ s••�• MAY 3RD, 20186" 02 nOF 59 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• r� CLUSTER OF ANCHOR .UNION 4,6,8 OR 10 SEE SHEETS 3A 3 A6 4 A7 FOR ANCHOR 61 3/4" TYPES 4 SHEETS AI THRU PANEL WIDTH A4 FOR CAPACITIES (TYP.) 56" MAX. 60" FALSE MUNTIN D.L.O. PANEL WIDTH OPTIONAL D8 D8 FOR ANCHORED JAMB, D9 SEE SHEET J3 i\ i i 1 I I 3" 3' 3' 359" MAX. FRAME WIDTH 61 I I/16" PANEL WIDTH 61 I I/16' PANEL WIDT ANCHOR5 IN PAIRS AT HEAD/JAMB UNION SPLICE I ANCHORS ATS 1111 11 FREESTANDING JAMB 5" MAX. USE 2,3 OR 4 (HALF OF HEAD/SILL HEAD) NUMBER OF ANCHOR CORNERS REQUIRED AT MEETING STILE) 5" 18' MAX. O.C. m -- MAX. NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL PANEL HEIGHT = FRAME HEIGHT - 2.625" D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9. 1 25" D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" PANEL WIDTH �� 27 X D10 P X �m 3 TRACK U S0 M HEAD ANCHORS Z N oo z LU N ep W OZ W ANCHORS AT Z 0 >; FREESTANDING JAMBim 60" USE 2,3,4 OR 5 (HALF Z N a \NEL WIDTH OF NUMBER OF ANCHOR W REQUIRED AT MEETING } STILE) U K 7�, I � � POCKET X: O p O Z �. h > R POCKET NOT PART OF THIS � m m w APPROVAL. -TO BE REVIEWED (D p < LL BY AHJ. o Z a N U O w .UNION • 3A 3 ••• — � (. 3" 3" D2 D2 19 20 it 21 22 D8 D8 D8 D9 II II �j27 OR 8 SEE SHEET A8 FOR 25 D10 011 =r26 X D10 X D70 28 X DN • ILII � • • • F ==TI •• FOR CAPACITIES. • • • g"2 ANCHORS ATS 1111 11 FREESTANDING JAMB 5" MAX. USE 2,3 OR 4 (HALF OF HEAD/SILL HEAD) NUMBER OF ANCHOR CORNERS REQUIRED AT MEETING STILE) 5" 18' MAX. O.C. m -- MAX. NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL PANEL HEIGHT = FRAME HEIGHT - 2.625" D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9. 1 25" D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" PANEL WIDTH �� 27 X D10 P X �m 3 TRACK U S0 M HEAD ANCHORS Z N oo z LU N ep W OZ W ANCHORS AT Z 0 >; FREESTANDING JAMBim 60" USE 2,3,4 OR 5 (HALF Z N a \NEL WIDTH OF NUMBER OF ANCHOR W REQUIRED AT MEETING } STILE) U K 7�, I � � POCKET X: O p O Z �. h > R POCKET NOT PART OF THIS � m m w APPROVAL. -TO BE REVIEWED (D p < LL BY AHJ. o Z a N U O w ••• .UNION • • • ••• • (. 3" 3" SPLICE LL CLUSTER OF ANCHOR 4,6 TYPICAL EXTERIOR ELEVATIONS (XXXXXXP) • • OR 8 SEE SHEET A8 FOR • • • • • • • ANCHORS TYPE 4 SHEET A5 (TESTED UNITS SHOWN) • • • •• •• FOR CAPACITIES. • • • ••• • • II_• •�• •_I; III _ u _—• __• `� �YIPINQ P.E.' • FlMiAID/C REGISTRA N: _ FL*59 %s •_ �w WEEP HOLE LAYOUT CF • .•• • ••• • •t • • • • • • • • • • AD16—o29 • • •• ••• ••• ••• ••• sst I is E2 MAY 3RD, 2018. 030F59 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5" 18" 3° 3" 3" CLUSTER OF ANCHOR 4,6,8 I — I OR 10 SEE SHEETS AG 6 A7 N! 2 TRACK FOR ANCHOR TYPES 4 HEAD $ SILL ANCHORS SHEETS AI THRU A4 FOR CAPACITIES (TYP.) 242 7/8' FRAME WIDTH 61 3/4" 61 3/4" ANCHORS AT FREESTANDING JAMB PANEL WIDTH PANEL WIDTH USE 2,3,4 OR 5 (HALF 59" 61 I I/16° 56" MAX. OF NUMBER OF ANCHOR REQUIRED AT MEETING PANEL IDTH PANEL WIDTH D.L.O. STILE) BUNION SPLICE �� Ctih1 ANCHORS ATS 5" MAX. FREESTANDING JAMB HEAD/SILL USE 2,3 OR 4 (HALF OF CORNERS NUMBER OF ANCHOR REQUIRED AT MEETING STILE) NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL 16" 18" PANEL HEIGHT = FRAME HEIGHT - 2.625" MAX. D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9,125" D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" II II � 35 34 mini D14 P D13 41 40 POCKET 1 >t X Dib OP x ` , D15 inI F OT PART OF TH15 . TO BE REVIEWED BY AHJ. • 5 5A D3 D3 • • •• 0:0 • D13 D14 P42 p 38 D15 41 ow— \ , D16 HEAD/SILL elp6 6A SEE SHEET A D3 D3 ANCHORS ATS 5" MAX. FREESTANDING JAMB HEAD/SILL USE 2,3 OR 4 (HALF OF CORNERS NUMBER OF ANCHOR REQUIRED AT MEETING STILE) NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL 16" 18" PANEL HEIGHT = FRAME HEIGHT - 2.625" MAX. D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9,125" D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" II II � 35 34 mini D14 P D13 41 40 POCKET 1 >t X Dib OP x ` , D15 inI F OT PART OF TH15 . TO BE REVIEWED BY AHJ. G ��'�SS,ONP;�?�� E3 MAY 3RD, 2018 �• 04 O F 59 • • • • • • • •• 0:0 • • 18" MAX. UNION SPLICE 7 HEAD/SILL SEE SHEET A CLUSTER OF ANCHOR 4,6 R 8 SEE SHEET A8 FOR TYPICAL EXTERIOR ELEVATIONS (XXXXP), • • • • NC:OP.5'VE• 5:1EEj?il (TESTED UNITS SHOWN) •• • FORCAGACiTIE:•. • • •• • • ••• • • • • *00 • •• • • • •• � I I • • . • . • • • • • • • • • • • • • 0 • • • • • • in • • . WEEP HOLE LAYOUT • • • in • . • •• • G ��'�SS,ONP;�?�� E3 MAY 3RD, 2018 �• 04 O F 59 • • • • • • • •• 0:0 • • CLUSTER OF ANCHOR 4,G,8 OR 10 SEE rm • �g D4.1 OPP. 15 D4.3 OPP. `n 585 I/4 MAX. SHEETS AG 4 A7 FOR D1.1 D1.1 7 FRAME WIDTH ANCHOR TYPES 4 �10 10A JAMB USE 2.3 OR D4.3 59" GO" GI I I/ I G" SHEETS A I THRU A4 FOR CAPACITIES (TYP.) PANEL WIDTH GO" PANEL WIDTH PANEL WIDTH FALSE MUNTIN G" MAX. typ. PANEL WIDTHGO" 5G" MAX. G I I III G" GO" OPTIONAL .L.O. PANEL WIDTH D.L.O. PANEL WIDTH PANEL W FOR ANCHORED JAMB, D1.1 D1.1 PANEL HEIGHT = FRAME HEIGHT - 2.C25" NCHORS IN PAIRS UNION SPLICE SEE SHEET J3 R5 D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" q 1 rm • �g D4.1 OPP. 15 D4.3 OPP. 8 D4.1 X OPP. 14 D4.3 _ 18" MAX. HEAD/SILL D1.1 D1.1 7 / 8 9 �10 10A JAMB USE 2.3 OR D4.3 D4.1 O 14 D4.3 "D4.1 15 D4.3 D4.1 16 D4.4 �/ D4.2 ^ 16A v D4.2 ^ 17 K8T EAD ANCHORS AT MEETING STILE) w m 0 Z 2A 2 6 18. I I MAX. REE5TANDING NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL D1.1 D1.1 1 rm • �g D4.1 OPP. 15 D4.3 OPP. 8 D4.1 X OPP. 14 D4.3 _ 18" MAX. HEAD/SILL 18" M .3" 3" CORNER .C. TYP. CLUSTER OF ANCHORS AT FREESTANDING ANCHOR 4,C OR 8 SEE SHEET A8 FOR JAMB USE 2.3 OR ANCHORS TYPE 4 4 (HALF OF 15" 15" MAX. SHEET A5 FOR NUMBER OF T -i O.C. CAPACITIES. , ANCHOR REQUIRED EAD ANCHORS AT MEETING STILE) w m 0 Z V 6 18. , j . m MAX. REE5TANDING NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL PANEL HEIGHT = FRAME HEIGHT - 2.C25" W 4 N D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9.125" R5 D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" q CU 8rya m1 .5 i FOR INTERLOCK CAPACITY � SEE CHARTS SHEET KI GO" d10 OPP. 16A D4.4 �OPP. rm • �g D4.1 OPP. 15 D4.3 OPP. 8 D4.1 X OPP. 14 D4.3 _ m V em O W N V Z mN POCKET NOT PART OF THIS Z F 5 TRACK APPROVAL. TO BE EAD ANCHORS W z w 0 Z V PANEL WIDTH NCHORS AT , j . m REE5TANDING z �m MB USE 2,3,4 W 4 N o R5 j q CU 8rya m1 .5 i � d10 OPP. 16A D4.4 �OPP. �g D4.1 X OPPX 16 D4.4 OF �g D4.1 OPP. 15 D4.3 OPP. 8 D4.1 X OPP. 14 D4.3 _ D4.2 O 18 D7 II I BUNION SPLICE TYPICAL EXTERIOR ELEVATIONS (OXXXXXXXP) (TESTED UNITS SHOWN) Tii1 3 I II I II II II WEEP HOLE LAYOUT • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • o,: II I � POC OPTI N I K O I II I o Z� II g 0 m�N QLL z p +J I _ Z_ 3 ¢_ §Z EN L---� O W N POCKET NOT PART OF THIS w APPROVAL. TO BE N REVIEWED BY AH I w I MAY 3RD, 2018 �^�^ O5 OF 59 CLUSTER OF ANCHOR 4,6,8 OR 10 SEE SHEETS A6 4 A7 FOR ANCHOR TYPES 4 SHEETS AI TI -IPU A4 FOR CAPACITIES MrF.) F.W. MAX. 48" MAX. P.W. E. a. MAX. 45" MAX. D.L.O. D.L.O. 1 fD41 �j w w� n = J X o� O w — O 1 ' I CORNER MULLIONS LUSTER OF ANCHOR 4,6 OR 8 SEE SHEET A8 FOR ANCHORS TYPE 4 SHEET A5 FOR CAPACITIES. 48" MAX.(W) MAX. nm "m V om C 48 120 +80/-80 Z �c6 48 45" MAX. D.L.O. MAX. D.L.O. CML(90°) (� z �� 5 O� CMI(90°) 48 � Ia N LUo W Z N a G] • • • Z D >' • • • aho (7 v� m � 1 INS. LAM. GLA55 CMI W Q Mi$ o DETAIL DETAIL D4.5 } ° X • � �/ v / � D4.6 ep X ell 4.629 in 4 1 11 3.979,r^4 LUSTER OF ANCHOR 4,6 OR 8 SEE SHEET A8 FOR ANCHORS TYPE 4 SHEET A5 FOR CAPACITIES. w I I \\ LAM. GLA55 INS. LAM. GLASS CML DETAIL CMI DETAIL Ix 7.469 m^ 4 Ix 6.70 1 4 m^ 4 Sx 2.760 in ^ 3 Sx 2.90 14 in ^ 3 MULLION TYPE W F. 1. nm "m V om C 48 120 +80/-80 Z �c6 48 120 +65/-65 CML(90°) (� z �� 5 - +90/-102 CMI(90°) 48 � Ia N LUo W Z N a G] • • • Z D >' • • • • (7 v� m � LAM. GLASS CML INS. LAM. GLA55 CMI W Q Mi$ o DETAIL DETAIL • } ° ^ • o 0 v Ix 4.629 in 4 Ix 3.979,r^4 $ m� 5x 2.695 in^3 5. 2.210,n^3 1 35° MULLION UE E w I I \\ LAM. GLA55 INS. LAM. GLASS CML DETAIL CMI DETAIL Ix 7.469 m^ 4 Ix 6.70 1 4 m^ 4 Sx 2.760 in ^ 3 Sx 2.90 14 in ^ 3 MULLION TYPE W F. 1. 1`6all(p5f) CML(I 35°) 48 120 +80/-80 CMI(I 35°) 48 120 +65/-65 CML(90°) 48 120 - +90/-102 CMI(90°) 48 120 +85/-85 •• ••• • • • • • •• • NOTAPt:Y J)P JGQ YV H IQ WIDTH(W) AND • EQIjAL60V Aj Br�THo- S. F . UNEQUAL • •Oi3NDITIOMS TODBE 01111f 3KED9EPARATELY. . ..• • ••• . • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • 111 n a -YIPINNpEGI , P.E.': IMiRDK REGI7. 1,, V .: FL/.�Sr 9 s..k ..of . LU ovr.rorvx.v°x°.o. t ' 2 AD16-29 SSONP� MAY 3RD, 2018 ^^ 06 OF 59 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • APPROVED CONFIGURATION DOORS (NON -REINFORCED SHOWN) SEE SHEET KI FOR DIP AND REINFORCING OPTIONS DOOR FRAME WIDTH oe e o io n io e e � w a d m m m w d w X X X �C yq �PP I�° X P O 4— 4L 0 XXXXXXXO (SHOWN) OXXXXXXX DOOR FRAME WIDTH XXXXXXXX (SHOWN) OXXXXJ(XO DOOR FRAME WIDTH v �'t Q2„ io ve op w w a m d �L m LAMINATED GLA55 OPTIONS SHOWN. NON -REINFORCED DETAILS SHOWN. SEE DETAILS FOR INSULATED LAMINATED OPTION. FOR REINFORCED DETAILS, 5EE SHEET D4 V Sco q TO D7 FOR (4 TRACKS). D8 TO D 12 FOR (3 N N a TRACKS). D13 TO D I G FOR (2 TRACKS). (; Z m w DOOR FRAME WIDTH z F P. Is %PANE DTH j C W In N 'o W p N -ML w z_ . D 3 cri m oz �m W Q N O J ). - m q - ED(TERIOR _ " U M. Da DETDETAIL a DETAIL oa DETAIL, DS DETAIL rl DS, DETAIL D5 O PAIL D4 O PAL Da DETAIL Da DETAIL U DOOR FRAME WIDTH 0 O Oz� Z $ 5V) -m.m a > 0 0� Z o "LLQ o z <� EXTERIOR N � H � < 1 H W ET O DAIL o4 DETAIL Dq DETAIL DS DETAIL os DETAIL D5 DETAIL -9 OD PAIL DQ DO PAIL D4 DETAIL D4 Dy WEd N OXXX (SHOWN) EXTERIOR • • • • • • • • • XXXO DETAIL e DETAIL •• 5 DETAIL `JDETAIL ••• •• ]A DETAIL • • • •• D4 D4 D4 DS D4 SIM. NOTES: J. CONFIGURATIONS SHOWN FOR ILLU5TRATION PURPOSES ONLY. .0. • • • • • • • • 2. SEE CHART ON SHEET G I FOR GLASS CAPACITIES AND GLASS OPTIONS. • • • .0. • • • • • • • • • • • � • 3. FOR APPLICABLE DESIGN PRESSURES SGD REINFORCING LEVEL J, 2 OR 3, SEE SHEET K 1. • • • • • • • • • 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL SEE SHEET A) TO A8. • • • • 000 • • 000 • • 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. FOUR (4) TRACKS • • • G. DOOR SHALL MEET EGU55 REQUIREMENTS AS APPLICABLE PER FBC. ••• • • • • ••• • • • • • • • • • • • • %%% %%%%, %`N,, . %A7 IPINQQ, P.E.e6 � - 1`401)/C REGISTRA k FL1559 �4 LU '.S T CF: 6= AD16-29 It ��'4Fs5�ON%%�`�,, E7 MAY 3RD, 2018 , 07 OF 59 ' APPROVED CONFIGURATION POCKETED DOOR5 (NON -REINFORCED SHOWN) 5EE SHEET KI FOR DP AND REINFORCING OPTIONS PW,X (SHOWN) XXXXP v 19 0 PW",)=P (SHOWN) PXXXXXXXXX XXXXXXXXXP OXXXXX)MFI PXXXXXXXXO FOUR (4) TRACK5 POCKETS ARE NOT PART OF TH15 APPROVAL AND ARE TO BE REVIEWED BY All -1. LAMINATED GLA55 OP ION5 SHOWN, NON -REINFORCED DETAILS SHOWN. k, �m • 5EE DETAILS FOR IN5ULATED LAMINATED OPTION. FOR REINFORCED DETAIL5, 5EE 5HEET D4 Z q� q TO D7 FOR (4 TRACK5), D8 TO D 12 FOR (3 �� e TRACK5), D 13 TO D I G FOR (2 TRACK5). Z m k� N W m V I O Z F a d )P FRAME WIDTH a PANEL WIDTH UJm N W O a k7 • Z • • os O PAIL r8- 4 DETAIL os DETAIL DS DETAIL5 °z 5 DETAIL -9 CFP.D4 OFF p 92 Z N a E W a o ••• in • • 8 m5 9 D5 D PAIL (&' o4 DETAIL DS DETAIL D4 SIMAIL DOOR FRAME WIDTH ••• • • 9 Z� a d co � $ ••• • • c U) N W m V I O Q to F N W J7q" EXTERIOR • • • • os O PAIL r8- 4 DETAIL os DETAIL DS DETAIL5 OPPAIL 5 DETAIL -9 CFP.D4 OFF p ••• • • • 8 •• ••• •• • • • •• • ti � rYIPINaA P.E.' F�QDK EGISTRA M• i3g -FL #559 x.4 NOTES: •• APT 01F. W G" I .CONFIGURATIONS SHOWN FOR ILLUSTRATIQN P•URP0. �S 0111-1. • • • • • • • • • • S AD16 29 2. SEE CHART ON SHEET G I FOR GLA55 CAFWCITIIE5 Af•7 GLA55 PPi1G)N5. • i • • • �� i,V.,L Qa .•. ��,� E8 3. FOR APPLICABLE DESIGN PRESSURES 5GD FtlNFOR(9NG LLOVEL I!2 OR•3, SEE IHFET1(I. • • 4. FOR ANCHOR DETAILS AND CAPACITIES A-?jr!tD/SIL1:AE 5HEE� I•TO•Ai• • • • �O, e • 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. • MAY 3RDZO1H G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE, PER FEC.L. OS OF S9 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • APPROVED CONFIGURATION POCKETED DOOR5 (NON -REINFORCED SHOWN) SEE SHEET KI FOR DP AND REINFORCING OPTIONS DOOR FRAME WIDTH r F z a m w n mx oe ro / Z PP. � O O P)= (SHOWN) XXXP DOOR FRAME WIDTH i a m n xx n m a� 2 o Li0 FW-VXP (SHOWN) DOOR FRAME WIDTH L U' ou oe 0! OY Oe of W i � ovP oP uPP. I x x „x x x O O 0 LI PXXXXXX (SHOWN) XXXXXXP DOOR FRAME WIDTH s K O PWMO (SHOWN) OXXXXXP THREE (3) TRACK5 POCKETS ARE NOT PART OF THIS APPROVAL AND ARE TO BE REVIEWED BY AHJ. DOOR FRAME WIDTH �yDETAIL _ 0 2_DETAIL 21 DETAIL 2a DETAIL I OPP. D8 D8 D9 r y/ FOR REINFORCED DETAILS, SEE SHEET D4 Z q� o TO D7 FOR (4 TRACK5). D8 TO D 12 FOR (3 oPr. ore. oP m m (� i ria m LAMINATED GLA55 OPTIONS SHOWN. Z ° dX r O O W D N Z D U EAIL 30 DETAIL �3ODeDEAIL D2gDEAIL Z N "I E PWMO (SHOWN) OXXXXXP THREE (3) TRACK5 POCKETS ARE NOT PART OF THIS APPROVAL AND ARE TO BE REVIEWED BY AHJ. DOOR FRAME WIDTH �yDETAIL _ 0 2_DETAIL 21 DETAIL 2a DETAIL I OPP. D8 D8 D9 30 DETAIL 20 DETAIL 21 DETAIL 22 DETAIL 21 DETAIL 20 DETAIL 2a DETAIL PANEL WIDTH I • • \L,%%' ri WA/� G **ai m • • • \\�Q�•G�i`i$F „'s• `,jam g EXTERN• • • • • • • '� :. \!YIPIN P"', a OPP. D9 D8 D9 DH F�AID 30 DETAIL DETAIL DETAIL 2I DETAIL 0DETAIL 23 DEAL^ FIL59 OPPDe OPP TRA N; :wk 1•.A NOTE5: • • • • • 69* • •> S Of _ 1. CONFIGURATIONS SHOWN FOR ILLU5TRAT N rIJRP E5 ONLY • • • • • • - •C7 �\ AD16-29 43. FOP . FOR ANCHOR LE DE51GAILS AND CAPACITIES AT*REI*FO GV ELE•V E O IR I kOW, E SHEFj: i • • • �4ps5`ONwill AE6; 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. MAY 3RD, 2018 G. DOOR SHALL MEET EGRE55 REQUIREMENTS AS APPLICABLE PER FBC. y ••• • • • • ••• • • ••• • • • ••• • • NON -REINFORCED DETAILS SHOWN. �m m FOR REINFORCED DETAILS, SEE SHEET D4 Z q� a TO D7 FOR (4 TRACK5). D8 TO D 12 FOR (3 — e TRACKS), D 13 TO D I G FOR (2 TRACKS). (� i ria m LAMINATED GLA55 OPTIONS SHOWN. Z ° pMy!' SEE DETAILS FOR INSULATED LAMINATED OPTION. o W EXTERIOR W D N Z D U EAIL 30 DETAIL �3ODeDEAIL D2gDEAIL Z N "I E W 0 CU G H O� m 30 DETAIL 20 DETAIL 21 DETAIL 22 DETAIL 21 DETAIL 20 DETAIL 2a DETAIL PANEL WIDTH I • • \L,%%' ri WA/� G **ai m • • • \\�Q�•G�i`i$F „'s• `,jam g EXTERN• • • • • • • '� :. \!YIPIN P"', a OPP. D9 D8 D9 DH F�AID 30 DETAIL DETAIL DETAIL 2I DETAIL 0DETAIL 23 DEAL^ FIL59 OPPDe OPP TRA N; :wk 1•.A NOTE5: • • • • • 69* • •> S Of _ 1. CONFIGURATIONS SHOWN FOR ILLU5TRAT N rIJRP E5 ONLY • • • • • • - •C7 �\ AD16-29 43. FOP . FOR ANCHOR LE DE51GAILS AND CAPACITIES AT*REI*FO GV ELE•V E O IR I kOW, E SHEFj: i • • • �4ps5`ONwill AE6; 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. MAY 3RD, 2018 G. DOOR SHALL MEET EGRE55 REQUIREMENTS AS APPLICABLE PER FBC. y ••• • • • • ••• • • ••• • • • ••• • • EXTERIOR AIL EAIL 30 DETAIL �3ODeDEAIL D2gDEAIL 229 AL AIL P 30 DETAIL 20 DETAIL 21 DETAIL 22 DETAIL 21 DETAIL 20 DETAIL 2a DETAIL PANEL WIDTH I • • \L,%%' ri WA/� G **ai m • • • \\�Q�•G�i`i$F „'s• `,jam g EXTERN• • • • • • • '� :. \!YIPIN P"', a OPP. D9 D8 D9 DH F�AID 30 DETAIL DETAIL DETAIL 2I DETAIL 0DETAIL 23 DEAL^ FIL59 OPPDe OPP TRA N; :wk 1•.A NOTE5: • • • • • 69* • •> S Of _ 1. CONFIGURATIONS SHOWN FOR ILLU5TRAT N rIJRP E5 ONLY • • • • • • - •C7 �\ AD16-29 43. FOP . FOR ANCHOR LE DE51GAILS AND CAPACITIES AT*REI*FO GV ELE•V E O IR I kOW, E SHEFj: i • • • �4ps5`ONwill AE6; 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. MAY 3RD, 2018 G. DOOR SHALL MEET EGRE55 REQUIREMENTS AS APPLICABLE PER FBC. y ••• • • • • ••• • • ••• • • • ••• • • APPROVED CONFIGURATION DOOK5 (NON -REINFORCED SHOWN) SEE 5HEET KI FOR DP AND REINFORCING OPTIONS DOOR FRAME WIDTH L 0 OXX (SHOWN) g XXX (6 REVERSE) DOOR FRAME WIDTH L C! 0! OE W M 0! OB OPP. OPP. CPP. K O 0 kw= (SHOWN) OXXXXO DOOR FRAME WIDTH M7,M 1 �i - I v v v vl v v v I MOM (SHOWN) DOOR FRAME WIDTH L 8 0 XXXXXO (SHOWN) OwaxO THREE (3) TRACKS POCKETS ARE NOT PART OF TH15 APPROVAL AND ARE TO BE REVIEWED BY AHJ. D6oRrit t+�v+DTH' �m NON -REINFORCED DETAILS SHOWN. m 1 PAraEiADTH _ - FOR REINFORCED DETAILS, SEE SHEET D4 Z o� TO D7 FOR (4 TRACKS), D8 TO D 12 FOR (3 – N as a .« -1 - w•.... . Nb TRACK5), D 13 TO D I G FOR (2 TRACKS). z M . LAMINATED GLASS OPTIONS SHOWN. Z J SEE DETAILS FOR INSULATED LAMINATED OPTION. W c w ry W Z U >; Z �m _ x Z CSC?°PDDR }7 : W J U 29 DEFAIL .x.'#. .�D DCfAIL 27. DETAIL -242�D2TML. } D y C ~ DOOR FRAME WIDTH -� g PANEL WIDTH U x6 MOM— +. t EXTERIOR LW- (—)9DETAIL J20 DETAIL 2I DETAIL 22 DETAIL J21 DETAIL e20 DETAIL I9 DETAIL Da Da Da D9 Da OPP. Da OPP. 08 OPP. Q U O Z • • ••• m m 4 • v v v v l v v v Da DE(All Opp. OPPaOPD Zz r i n 1. CONFIGURATIONS SHOWN FOR ILL95T*\TIOIPPURPO5f/ OILY. • • • • • o J XXXXXO (SHOWN) OwaxO THREE (3) TRACKS POCKETS ARE NOT PART OF TH15 APPROVAL AND ARE TO BE REVIEWED BY AHJ. D6oRrit t+�v+DTH' �m NON -REINFORCED DETAILS SHOWN. m 1 PAraEiADTH _ - FOR REINFORCED DETAILS, SEE SHEET D4 Z o� TO D7 FOR (4 TRACKS), D8 TO D 12 FOR (3 – N as a .« -1 - w•.... . Nb TRACK5), D 13 TO D I G FOR (2 TRACKS). z M . LAMINATED GLASS OPTIONS SHOWN. Z J SEE DETAILS FOR INSULATED LAMINATED OPTION. W c w ry W Z U >; Z �m _ x Z CSC?°PDDR }7 : W J U 29 DEFAIL .x.'#. .�D DCfAIL 27. DETAIL -242�D2TML. } D y C ~ DOOR FRAME WIDTH -� g PANEL WIDTH U x6 MOM— +. t EXTERIOR LW- (—)9DETAIL J20 DETAIL 2I DETAIL 22 DETAIL J21 DETAIL e20 DETAIL I9 DETAIL Da Da Da D9 Da OPP. Da OPP. 08 OPP. Q U 24 DETAIL 21 DETAIL 20 DETAIL 22 DETAIL 20 DETAIL 21 DETAIL DET 2aAIL 79 OPP. Da OPP. Da OPP. D9 SIM. Da Da D9 DOOR FRAME WIDTH PANEL WIDTH �� O Z • • ••• m m 4 • . ......... . (j .. yTGIO^•R . •• • • • cD O ¢ LL Da DE(All Opp. OPPaOPD Zz r i n 1. CONFIGURATIONS SHOWN FOR ILL95T*\TIOIPPURPO5f/ OILY. • • • • • o J Z_> 3 ¢_ > Z � N • • 4NDIGI+AA5 OF!IION5i 0 3. FOR APPLICABLE DESIGN PRE55UV5 8GD RjIII=ORCINC, LEJ(EL 4, 2pR 3, ... ?VFE: KI• • • C N 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. • G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. N W m • ••_•• W 24 DETAIL 21 DETAIL 20 DETAIL 22 DETAIL 20 DETAIL 21 DETAIL DET 2aAIL 79 OPP. Da OPP. Da OPP. D9 SIM. Da Da D9 DOOR FRAME WIDTH PANEL WIDTH �� ••• ME .. ... .. • • • ••• • • . ......... . . .. yTGIO^•R . •• • • • DAIL AIL AIL AIL gD•ET•AI.L DJ Da DE(All Opp. OPPaOPD NOTE5: • 000 • 000 • • 1. CONFIGURATIONS SHOWN FOR ILL95T*\TIOIPPURPO5f/ OILY. • • • • • 2. SEE CHART ON SHEET G I FOR GAS LLAPAC:TIE5 • • • • • 4NDIGI+AA5 OF!IION5i 0 3. FOR APPLICABLE DESIGN PRE55UV5 8GD RjIII=ORCINC, LEJ(EL 4, 2pR 3, ... ?VFE: KI• • • 4. FOR ANCHOR DETAILS AND CAPACIAES AT H•AD/SILL 5EEa5HEET 41 TO A8. • • • • 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. • G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • ••_•• 1111n aau MAY 3RD, 2018 ^�^^ 100F59 APPROVED CONFIGURATION DOORS (NON -REINFORCED SHOWN) SEE 5HEET KI FOR DP AND REINFORCING OPTIONS DOOR FRAME TT s a CPP. X 0 O XO (SHOWN) OX XX 0110= • I 0 % • OXO (SHOWN) OXO (REVERSE) DOOR FRAME WIDTH TWO (2) TRACK5 POCKETS ARE NOT PART OF TH15 APPROVAL AND ARE TO BE REVIEWED BY AHJ. DOOR FRAME WIDTH PANEL WIDTH EXTERIOR 33 DETAIL 35 DETAIL 37 DETAIL 13 OPP 7la 14 DOOR FRAME WIDTH PANEL WIDTH EXTERIOR 33 DETAIL 35 DETAIL 33 DETAIL I Opp. I a I SIM. DOOR FRAME WIDTH PANEL WIDTH A EXTERIOR 3i DETAIL'' % DO PAIL (35)DETAIL 3] DETAIL m LAMINATED G A55 OPTIONS SHOWN. NON -REINFORCED DETAILS SHOWN. �m SEE DETAILS FOR INSULATED LAMINATED OFrION. FOR REINFORCED DETAILS. 5EE SHEET D4 Z poi K TO D7 FOR (4 TRACKS), D8 TO D 12 FOR (3 w N a TRACKS). D 13 TO D I G FOR (2 TRACKS). z m$ m Z F a;uj ' D Q to m W•p o w D Nm (7 z W j O U ac U N 5 o y m U 0 o o Lj Z N N ¢ m � m 00 <LL Z 3 Q ^ N 3 N N W � W � H Cn W III Im FL m..�w.. x.. �A . 0v' LULI _ ov.arAo..w.c xo. :AD16-29 ONp� Eli MAY 3RD, 2018 - M^= 11{OF 59 a '. 36 STAR 75 OFTAfC'% # S FTAIL" • • • • 2. SEE CHART ON SHEET G I FOR GLA55 CAPACITIES &ND GLA:5 OFJIONS• • • • 3. FOR APPLICABLE DESIGN PRESSURES 5GD REINF*R0I1NG L WW 1, 2 OP, 3.5E*5H6ET K1. • • • • 4.. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/51tL SEE Ep1EET A I TO4jk8. • • • 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FEC. 0 o o Lj Z N N ¢ m � m 00 <LL Z 3 Q ^ N 3 N N W � W � H Cn W III Im FL m..�w.. x.. �A . 0v' LULI _ ov.arAo..w.c xo. :AD16-29 ONp� Eli MAY 3RD, 2018 - M^= 11{OF 59 APPROVED CONFIGURATION POCKETED DOORS (NON -REINFORCED SHOWN) 5EE 5HEET KI FOR DP AND REINFORCING OPTIONS DOORFRAME DTH FRAME WIDTH Z M TJqJ r cR. X 0 EXTERIOR Li 34 DETAIL 33 DETAIL XP (SHOWN) 13 ORP. TJ PX (REVERSE) DOOR FRAME WIDTH DOOR FRAME WIDTH I I i s s u C7 DIl O1J t oPr. X X 2 K o PXX (SHOWN) VP (REVERSE) PXXP FRAME WIDTH PXXXXP rm; In I� 2 L PXXXX (SHOWN) XWP (REVERSE) PXXXO TWO (2) TRACK5 OXXXP POCKETS ARE NOT PART OF THIS APPROVAL AND ARE TO BE REVIEWED BY AHJ. LAMINATED GLA55 OPTIONS SHOWN. NON -REINFORCED DETAILS SHOWN. SEE DETAILS FOR INSULATED LAMINATED OPTION. FOR REINFORCED DETAILS, 5EE SHEET D4 TO D7 FOR (4 TRACKS). D8 TO D 12 FOR (3 TRACKS), D 13 TO D I C FOR (2 TRACKS). GAJ • .. G]�✓' r� 3I3 DETAIL 364 DETAIL D13 DETAIL DOOR FRAME WIDTH V nos A O �. K — 34 DETAIL 35 DETAIL 36 OF 35 DETAIL 34 DETAIL I3 ORP. I4 l4 opp 7 I4 ORP.TT- 0:0 13 DOOR FRAME WIDTH • •• ��P�Cs�WAIV ••• 114 • •• 0.400 • • ••• • • • • • 0 -YIPINqq P.E FIOO@D/C EGISTRA FIL x,559 34 DETAIL 35 DETAIL 36 DETAIL 35 DETAIL 33 DETAIL y' �.A. 13 ORP. 14 14 ORP. 14 ORP. 713 t Of J. CONFIGURATIONS SHOWN FOR LL95TRATIOMPURP05ES ONLY. • • • • • 2. SEE CHART ON SHEET G I FOR GL%LAPA(:TIES P+NA05 41PTION5+ • • • • �, �.• .�t ... R 3. FOR APPLICABLE DE51GN PRE55UV5 jGD 4IWFORCIN` LEJ(ELqi, 24Q 3, 4• in: KIS 4�/FSS�ONP�, 4. FOR ANCHOR DETAILS AND CAPACITES AT -MAD/SILL SEWHEET AI TO A8. • • 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET JI TO J4. MAY 3RD, 2018 G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • • • • • • • • • • • • • • • • • • • • • 0 0 ••• • • • ••• • • AD16-29 E12 12 OF 59 0 O APPROVED CONFIGURATION POCKETED AND NO POCHET DOORS (NON -REINFORCED SHOWN) SEE SHEET KI FOR DP AND REINFORCING OPTIONS DOORFRAME WIDTH m.�`o, o.I oI mIII, ©i,nol 041 0�l XI(X) 0=0 (SHOWN) DR FRAME WIDTH 8 0 X%)WO(XKO (SHOWN) O)WO.W(X% DOOR FRAME WIDTH (P -(Do- x W K,4—®�X { P'�X � X C� � Arx � --c> ---q> -0- 0 DOOR FRAME WIDTH �m On ETAIL O DETAIL DETAIL DETAIL > DETAIL I. a.l a.' n.l =MDTM U 80 - 2 �m N oN Z C N s00 a Z sn J S WN ,p .W N m W N U n DZ ZU_$ v •• •• 3 _ W J EXTERIOR D a^ OPPAIL a DETAIL a DETAIL 'qo DETAIL IaM DETAIL ql DETAIL LOA O PAIL iC OD PAIL a.. 111TAIL ".D PIL 1 O�AIL ,a O DOOR FRAME WIDTH m q PAHEI >A' DETAIL a DETAIL Q' pETAIL ;a0 DETAIL IpA DETAIL DETAIL I, OXU,X�� EXTERIOR ` @DETAILa DETAIL n a DETAIL q0 DETAIL LOA DETAIL DETAIL IOn DETAIL i� DETAILa DETAIL a DETAIL ET a DAIL OPP. OPP. OPP. OPP. OPP. OPP. DOOR FRAME WIDTH DOOR FRAME WIDTH vP p o FIVE (5) TRACKS #X PP #X P X POCKETS ARE NOT PART OF THIS APPROVAL AND ARE TO BE REVIEWED BY AHJ. L�� •� •� NOTES: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. x'" (SHOWN) 2. SEE CHART ON SHEET G I FOR GLA55 CAPACITIES AND GLA55 OPTIONS. � On ETAIL O DETAIL DETAIL DETAIL > DETAIL I. a.l a.' n.l Z . OPP. OPP. OPP. OPP. OPP. > m m > j J Q) O < LL o Z_ 3 U) O) J -' IV- I N U n • • • •• •• o W N m C7 w W r I, OXU,X�� EXTERIOR ` @DETAILa DETAIL n a DETAIL q0 DETAIL LOA DETAIL DETAIL IOn DETAIL i� DETAILa DETAIL a DETAIL ET a DAIL OPP. OPP. OPP. OPP. OPP. OPP. DOOR FRAME WIDTH DOOR FRAME WIDTH vP p o FIVE (5) TRACKS #X PP #X P X POCKETS ARE NOT PART OF THIS APPROVAL AND ARE TO BE REVIEWED BY AHJ. L�� •� •� NOTES: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. x'" (SHOWN) 2. SEE CHART ON SHEET G I FOR GLA55 CAPACITIES AND GLA55 OPTIONS. • • • • • • ;INZTED FOR INSULATED TION. `.`��\Q�NG .NSE'�y,♦,♦�i♦i •• • • • �/IINATED OPTION. +� T • • • • A . •• �YIPINQa P.E.' ji F*lkD)CREGISTRA M NON -REINFORCED DETAILS SHOWN. C FL M559 FOR REINFORCED DETAILS, SEE SHEET D4 .A , O D7 FOR (4 WACKS). DS TO D 12 FOR (r t of ; ? AD16-029 RACK), D 13 TQ D 1 G FOR (2 TRACKS). O�� 3. FOR APPLICABLE DESIGN PRESSURES SGD REINFORCING LEVEL 1, 2 OR 3. SEE SHEET K I .• • • • "♦♦ f, •••• DErna"••••�. ,�� 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL SEE SHEET A I TO A5. IXTERIOR • • • : • • • • • • • • • • • �4�ISSl its t 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. DETAa e DETAa DETUL c DETAIL DETAa s...,., e— „"I 51M. MAY 3RD, 2018 G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FEC. 13OF 59 L J -' IV- I :- • • • •• •• • • • • • • ;INZTED FOR INSULATED TION. `.`��\Q�NG .NSE'�y,♦,♦�i♦i •• • • • �/IINATED OPTION. +� T • • • • A . •• �YIPINQa P.E.' ji F*lkD)CREGISTRA M NON -REINFORCED DETAILS SHOWN. C FL M559 FOR REINFORCED DETAILS, SEE SHEET D4 .A , O D7 FOR (4 WACKS). DS TO D 12 FOR (r t of ; ? AD16-029 RACK), D 13 TQ D 1 G FOR (2 TRACKS). O�� 3. FOR APPLICABLE DESIGN PRESSURES SGD REINFORCING LEVEL 1, 2 OR 3. SEE SHEET K I .• • • • "♦♦ f, •••• DErna"••••�. ,�� 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL SEE SHEET A I TO A5. IXTERIOR • • • : • • • • • • • • • • • �4�ISSl its t 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. DETAa e DETAa DETUL c DETAIL DETAa s...,., e— „"I 51M. MAY 3RD, 2018 G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FEC. 13OF 59 • •• •• • • • •• •• • • • • p DESIGN LOAD CAPACITY - PSF (GLASS) • • • • • • DESIGN LOAD CAPACITY - PSF (GLASS) • • • • • DESIGN LOAD CAPACITY - P5F (GLASS) • 5GD PANEL 51ZES 9/1G"LAMINATED GLA55 I-1/8"IN5UL. LAML GLA55 5GD PANEL SIZES 9/16"LAMINATEDnGLA55]I-1/8"IN5UL. LAMI. GLA55 AVE. PANEL DOOR HEIGHT G G2 G3 G4 AVE. PANEL DOOR HEIGHT G i G3 G4 • • • • • • WIDTH • • • • • • • • • - WIDTH • • • • • (IN) (IN) +/- P5F +/- P5F +/- P5F +/- P5F (IN) (IN) +/- P5F +/- P5F +/- P5F +/- 1`5P 150.0 150.0 150.0 3G 126 150.0 150.0 42 102 150.0 150.0 150.0 147.0 42 12G 150.0 150.0 48 102 150.0 150.0 - 150.0 131.0 48 12G 102.0 102.0 54 102 150.0 139.0 150.0 120.0 54 12G 102.0 - - 102.0 - - 102 102.0 CMM 102.0 102.0 GO 12G 102.0 - 102.0 GG 102 102.0 102.0 102.0 102.0 GG 12G 102.0 102.0 - 72 102 102.0 102.0 102.0 101.0 3G 132 150.0 150.0 - 3G 108 150.0 150.0 - 150.0 150.0 42 132 150.0 150.0 42 108 150.0 150.0 150.0 136.0 48 132 102.0 - 102.0 - 48 108 150.0 147.0 150.0 122.0 54 132 102.0 - 102.0 54 108 102.0 102.0 102.0 102.0 GO 132 102.0 102.0 GO 108 102.0 102.0 102.0 102.0 GG 132 102.0 102.0 GG 108 102.0 102.0 102.0 101.0 3G 138 150.0 - 150.0 72 108 102.0' 1 02.0 102.0 95.2 42 138 150.0 150.0 . 3G 114 150.0 150.0 150.0 150.0 48 138 102.0 102.0 42 114 150.0 150.0 150.0 132.0 54 138 102.0 102.0 48 114 150.0 139.0 150.0 115.0 60 138 102.0 102.0 54 114 102.0 102.0 102.0 102.0 3G 144 150.0 - 150.0 GO 114 102.0 102.0 102.0 98.8 42 144 102.0 - 102.0 GG 114 102.0 102.0 102.0 93.8 48 144 102.0 102.0 72 114 102.0 99.4 102.0 89.5 54 144 102.0 102.0 3G 120 150.0 150.0 150.0 150.0 GO 144 102.0 102.0 42 120 150.0 150.0 ) 50.0 129.0 D.L.O. WIDTH = AVE. PANEL WIDTH - 4" 48 1 120 150.0 132.0 148.0 ) 0.0 D.L.O. HEIGHT = FRAME HEIGHT - 9,125" 54 120 ) 02.0 102.0 102.0 1 01.0 GO 120 )02.0 102.0 102.0 92.8 GG 120 102.0 98.8 102.0 88.2 72 120 102.0 94.4 1020 85.1 114- HEAT 5TREN'D 61155 1/4" HEAT STUN -0 GLA 5 0.090' PVB INTEMAYER"•KURARAY - 0.090- 5ENTRYGU INTERAYER BY /a' HEAT STREN'D AMERICA, INC' GLA55 3/C" n1R SPACE 3/16' HEAT SiREN'D GLA55 3/B' AIR SPACE 3116' HEAT STREN'D G1A55 'KURARAY AMERICA, INC.' 3/16' TEMP. GLASS 0.090' 5ENTRYGIAS INTERLAYER 3116' TEMP. GLA55 0.090' PVB INTERLAYER FN HEAT STREN'O G1A55 _ SY'KUP.ARAY AMERCA, INC.' 'KURARAY AMEMCA, INC' /a• HEAT 5TREN'D GU 5 1/4' HEAT 5TREN'D GIA55 / 62 / III 62 64 62 64 62 / 39 IN 39 i 0... / ,� ',b w 42 w 42 •�- 25 m �r , 25 m , W mm m N t m N III 28 m 28 u'S u;7 u'S I/4• HEAT 5TREN'D GIA55 NOTE: 1/4° HEAT STRERD GLA55 0090' PVB INTERLAYER BY'KURARAY 0.090'5ENTRYGLAS INTERLAYER BY HEAT STREN'p AMERICA, INC' GU55 3/9' AIR SPACE 3/16' HEAT STREN'0 GLA7: • • • • • 3/B•nIR SPA�E • 3/ 16"•`-•' STREN'D GLA55 GLA55 COMPLIES 'KURARAY AMEMCA, INC.'/a' 3116' TEMP. G1A55 0090' 5ENTRYGLAS•TERIAYER •j/ E*fFMI•GV.*5 • • 090' PVB 1NTERIAYER B" (3 SEC. GUSTS). 1/4' HEAT 5TREN-D G� BY'QRARAY AMEMC• INC' • • • • • 'K•RARAY AMERCA, INC ' I/4• HEAT STREN'D GLf�5 • • • • . •/%+'ffAi SiREN'D GLA55 / 45 / 45 / • 48 • • j • • ,� W O64 25 1 25 • • P8 • • • • • • 48 28 W p � �m W � m� • ••• • GLA55 TYPE'( GLASS TYPE'G3' GLA55 TYPF'G4' 9/1 G- IIOMINAL OVERALL I- NOMINAL OVERALL I- NOMINAL OVERALL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 111H F- 'ty,/SST/ cn. AD16-29 to1 Ss ONp"0 ' Gl MAY$RD, 2018 M^= 140F59 • DESIGN LOAD CAPACITY -PSF • • DESIGN LOAD CAPACITY -PSF • • tim m V om Z �� (� Z m Z F a w 7 v d d m SCD PANEL SIZES LEVEL I LEVEL 2 LEVEL 3 (STD INTERLOCK W/ REINF.) (BELLY INTERLOCK W/O REINF.) (BELLY INTERLOCK W/ REINF.) LEVEL I LEVEL 2 AVE. PANEL DOOR t1EIGFiT PSF PSF PSF PSF. PSF PSF WIDTH 3 (IN) (IN) + - + - + - PSF PSF PSF • WIDTH •• C W Z W 0 N Z 0 m w U to LW 65.0 78.0 90.0 150.0 (IN) (IN) 42 102 65.0 65.0 65.0 78.0 90.0 150.0 144 - - 65.0 78.0 85.0 102.0 42,. 144 Z �m W Q an J o 48 102 • 65.0 65.0 65.0 78.0 90.0 150.0 48 54 102 65.0 65.0 65.0 78.0 90.0 150.0 - - 65.0 78.0 _ 85.0 102.0 54 65.0 78.0 90.0 102.0 102.0 60 144 85.0 102.0 LEVEL I 66 102 65.0 6.5.0 65.0 78.0 90.0 102.0 INTERLOCKS W/ REINF. BELLY INTERLOCKS W/O REINF BELLY INTERLOCKS W/ REINF. 21 22 o m v 8 72 102 - - 65.0 78.0 90.0 102.0 36 108 65.0 65.0 65.0 78.0 90.0 150.0 22 18 18 18 21 42 108 65.0 65.0 65.0 78.0 90.0 150.0 48 108 65.0 65.0 65.0 78.0 90.0 150.0 � U - 21 0 22 22 54 108 65.0 65.0 65.0 78.0 90.0 102.0 60 108 65.0 65.0 65.0 78.0 90.0 102.0 Q Z 66 108 65.0 65.0 65.0 78.0 90.0 102.0 20 - 20 31 72 108 - - 65.0 78.0 90.0 102.0 � 32 32 36 114 65.0 65.0 65.0 78.0 90.0 150.0 42 114 65.0 65.0 65.0 78.0 90.0 150.0 48 114 65.0 65.0 65.0 78.0 90.0 150.0 18 � 18 O o d. z U) a m m (�7 0 > J c7 O a LL Z Q 54 114 65.0 65.0 65.0 78.0 90.0 102.0 60 114 65.0 65.0 65.0 78.0 90.0 102.0 66 114 - - 65.0 78.0 90.0 102.0 72 I.14 - - 65.0 78.0 90.0 102.0 36 120 65.0 65.0 65.0 78.0 90.0 150.0 42 120 65.0 65.0 65.0 78.0 90.0 150.0 31 32 Z , v o co N 48 120 65.0 65.0 65.0 78.0 90.0 150.0 g o W m o w 54 120 65.0 65.0 65.0 78.0 90.0 102.0 60 120 65.0 65.0 65.0 78.0 90.0 102.0 66 120 - - 65.0 78.0 90.0 102.0 78.0 85.0 102.0 36 138 - - 65.0 78.0 85.0 102.0 42 72 120 - - 65.0 78.0 90.0 102.0 36 126 - - 65.0 78.0 85.0 102.0 42 126 - - 65.0 78.0 85.0 102.0 - 65.0 78.0 85.0 102.0 54 138 - - 65.0 78.0 85.0 48 126 - - 65.0 78.0 85.0 102.0 54 126 - - 65.0 78.0. 85.0 102.0 6 60 126 - - 65.0 78.0 85.0 102.0 66 - 126 - - 65.0 78.0 85.0 102.0 36 132 - - 65.0 78.0 85.0 102.0 20• 42 132 - - 65.0 78.0 85.0 102.0 48 132 - - 65.0 78.0 85.0 102.0 54 132 - - 65.0 78.0 '85.0 102.0 60 132 • • • • • • • • • • • �.'rYIPINa I.E. AVE. PANEL WIDTH = FRAME WIDTH �, F�Alo�i' ECISTRA # OF PANELS - FL 59 -' .0 �. Sl AD16-29 Kl MAY 3RD, 2018 M•= 15 OF 59 000 • • • • DESIGN LOAD CAPACITY -PSF • • EGO PANEL SIZES LEVEL I LEVEL 2 LEVEL 3 (STD INTERLOCK W/ REINF.) (BELLY INTERLOCK W/O FEIN f.) (BELLY INTERLOCK W/ REIN F.) AVE. PANEL • • DOOR HEIGHT PSF PSF PS PSF PSF PSF • WIDTH •• (IN) (IN) + + - 36 144 - - 65.0 78.0 85.0 102.0 42,. 144 - - 65.0 78.0 85.0 1020 48 144 - - 65.0 78.0 _ 85.0 102.0 54 144 - - 65.0 78.0 85.0 102.0 60 144 85.0 102.0 LEVEL I LEVEL 2 LEVEL 3 STD. INTERLOCKS W/ REINF. BELLY INTERLOCKS W/O REINF BELLY INTERLOCKS W/ REINF. 21 22 22 22 18 18 18 21 � � - 21 0 22 22 22 Q Z 19 19 g21 20 - 20 31 31 31 � 32 32 18 18 � 18 � 31 w Q 31 32 Z ' � 18 g - - 65.0 78.0 85.0 102.0 66 132 - - 65.0 78.0 85.0 102.0 36 138 - - 65.0 78.0 85.0 102.0 42 138 - - 65.0 78.0 85.0 102.0 48 138 - - 65.0 78.0 85.0 102.0 54 138 - - 65.0 78.0 85.0 102.0 60 138 - - 65.0 78.0 85.0 102.0 ••• • • • • DESIGN LOAD CAPACITY -PSF • • EGO PANEL SIZES LEVEL I LEVEL 2 LEVEL 3 (STD INTERLOCK W/ REINF.) (BELLY INTERLOCK W/O FEIN f.) (BELLY INTERLOCK W/ REIN F.) AVE. PANEL • • DOOR HEIGHT PSF PSF PS PSF PSF PSF • WIDTH •• (IN) (IN) + + - 36 144 - - 65.0 78.0 85.0 102.0 42,. 144 - - 65.0 78.0 85.0 1020 48 144 - - 65.0 78.0 _ 85.0 102.0 54 144 - - 65.0 78.0 85.0 102.0 60 144 85.0 102.0 LEVEL I LEVEL 2 LEVEL 3 STD. INTERLOCKS W/ REINF. BELLY INTERLOCKS W/O REINF BELLY INTERLOCKS W/ REINF. 21 22 22 22 18 18 18 21 � � - 21 0 22 22 22 Q Z 19 19 g21 20 - 20 31 31 31 � 32 32 18 18 � 18 � 31 w Q 31 32 Z ' � 18 g 31 W g 19 19 ••• • • • • ••• • • • • • • • • • • • • • •• •• SILL RAISER OPTIONS (SHOWN ON 2 TRACK DOORS) POSITIVE LOAD LIMITED AS FOLLOW DUE TO WATER INFILTRATION Pd MAX.=+90 PSP •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• H I 5 G �\Q\ GON : �/IPIN&& P.F- FI(dFID/C EGISTRA to FL 59 _ �k AD16—o29 �� bOP.•'t�. S,ONP,�`�� K2 MAY 3RD, 2018 �•_ 160F59 2 TRACK PREF STANDING JAMB CAPACITY - PSF �m 5GD PANEL SIZES `JAMB W/O REINF. .JAMB W/ ALUM REINF. JAMB W/ STEEL REINF. AVE.PANEL WIDTi DOOR HEIGHT PSF PSF PSF PSF PSF PSF (I N) (I N) + - + - + - 36 84 85.0 102.0 85.0 102.0 85.0 102.0 42 85.0 100.0 85.0 102.0 85.0 102.0 48 85.0 90.0 85.0 102.0 85.0 102.0 54 83.0 83.0 85.0 102.0 85.0 102.0 60 77.0 _77.0 85.0 102.0 85.0 102.0 ,G6 73.0 73.0 85.0 97.0 85.0 102.0 72 71.0 71.0 85.0 93.0 85.0 102.0 36 90 85.0 98.0 85.0 102.0 85.0 102.0 42 85.0 86.0 85.0 102.0 85.0 102.0 48 77.0 77.0 85.0 102.0 85.0 102.0 54 71.0 71.0 85.0 93.0 85.0 102.0 60 66.0 66.0 85.0 86.0 85.0 102.0 66 62.0 62.0 82.0 82.0 85.0 102.0 72 59.0 59.0 78.0 78.0 85.0 102.0 36 96 85.0 86.0 85.0 102.0 85.0 102.0 42 75.0 75.0 85.0 99.0 85.0, 102.0 48 67.0 67.0 85.0 88.0 85.0 102.0 54 61.0 61.0 80.0 80.0 85.0 .102.0 60 56.0 56.0 74.0 74.0 85.0 102.0 66 53.0 53.0 70.0 70.0 85.0 101.0 72 50.0 50.0 66.0 66.0 85.0 9G.0 36 102 76.0 76.0 85.0 100.0 85.0 102.0 42 66.0 66.0 1 85.0 87.0 85.0 102.0 48 59.0 59.0 77.0 77.0 85.0 102.0 54 53.0 53.0 70.0 70.0 85.0 102.0 60 49.0 49.0 .65.0 65.0 85.0 94.0 66 46.0 46.0 61.0 61.0 85.0 88.0 72 43.0 43.0 57.0 57.0 83.0 83.0 36 108 67.0 67.0 85.0 89.0 85.0 102.0 42 - 58.0 58.0 - 77.0 77.0 85.0 102.0 48 52.0 52.0 68.0 68.0 85.0 99.0 54 47.0 47.0 62.0 ' 62.0 85.0 90.0 GO' 43.0 43.0 57.0 57.0 83.0 83.0 66 40.0 .40.0 53.0 53.0 77.0 77.0 72 38.0 38.0 50.0 50.0 ,73.0 73.0 36 114 60.0 60.0 79.0 79.0 85.0 102.0 42 52.0 52.0 , 69.0 69.0 85.0 100.0 48 46.0 46.0 61.0 61.0 85.0 88.0 54 42.0 42.0 55.0 55.0 80.0 80.0 GO 38.0 38.0 51.0 51.0 73.0 73.0 66 36.0 36.0 47.0 47.0 68.0 68.0 72 33.0 33.0 44.0 44.0 64.0 64.0 3 2 TRACK FREE STANDING JAMB CAPACITY - PSP �m 5GD PANEL SIZES FIXED STILE W/0 REINF. FIXED STILE W/ ALUM REINF. FIXED STILE W/ STEEL REINF. AVE. PANEL WIDTH DOOR I HEGHT PSF PSF PSF PSF PSF PSF (IN) (IN) + - + - + - 36 120 54.0 54.0 71.0 71.0 85.0 102.0 42 47.0 47.0 62.0 62.0 85.0 89.0 48 42.0 42.0 55.0 55.0 79.0 79.0 54 37.0 37.0 49.0 49.0 72.0 72.0 60 34.0 34.0 45.0 45.0 66.0 66.0 66 32.0 32.0 42.0 42.0 61.0 61.0 72 30.0 30.0 39.0 ,39.0 57.0 57.0 36 126 49.0 49.0 64.0 64.0 85.0 93.0 42 42.0 42.0 56.0 56.0 81.0 81.0 48 37.0 37.0 49.0 49.0 72.0 72.0 54 34.0 34.0 44.0 44.0 64.0 64.0 60 31.0 31.0 41.0 41.0 59.0 59.0 66 - - 38.0 38.0 55.0 55.0 36 •132 44.0 44.0 59.0 59.0 85.0 85.0 42. 38.0 38.0 51.0 51.0 73.0 73.0 48 34.0 34.0 45.0 45.0 .65.0 65.0 54 31.0 31.0 40.0 40.0 '58.0 58.0 60 - - _ 37.0 37.0 53.0 53.0 36 138 41.0 41.0 53.0 53.0 77.0. 77.0 42 35.0 35.0 46.0 46.0 67.0 67.0 48 31.0 31.0 41.0 41.0 59.0 59.0 54 - - 37.0 37.0 53.0 53.0 60 - - 1 33.0 33.0 1 48.0 48.0 36 144 37.0 37.0 49.0 49.0 1 71.0 71.0 42 32.0 32.0 42.0 42.0 61.0 61.0 48 - - 37.0 37.0 54.0 54.0 54 - - 33.0 33.0 49.0 49.0 60 - 31.0 31.0 44.0 44.0 AVE. PANEL WIDTH = FRAME WIDTH # OF PANELS JAMB W/ LOCK STILE UNREINP. 3/1 6"X4" ALUM. OR STEEL BAR 15 JAMB W/ LOCK STILE REINF. • • • • • i i i • • NOT& STILE SHOWN FOR • • •' • I I�AI•Ep GLA55 OPTION ONLY. • • • • • 0 CMART COVERS BOTH INSULATED • • • • • • • • LA•N1AAAS7 AND LAMINATED GLASS OPTIONS. • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • MAY 3RD, 2018 ^^" 170F59 �m 15 ci Z m m Z F d d u 7 $ N b m yj OZ , J W J U In 71 i (7 �m Z ¢ a ri W o < ti o U JAMB W/ FIX STILE UNREINF. 3/1 G"X4" ALUM. d OR STEEL BAR . o o N Z 'a 5 - 0 Z O a .� o N Z 3 a o � N W m o L w 15 JAMB W/ FIX STILE REINF. MAY 3RD, 2018 ^^" 170F59 3 TRACK F.STANDING JAMB CAPACITY - PSI` 5GD PANEL SIZES JAMB W) ALUM REINF. AVE. PANEL WIDTH DOOR HEIGHT P5F P5F (IN) (IN) + 36 84 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 90 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 96 85.0 1020 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 102 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 1020 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 08 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 I 14 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 3 TRACK DESIGN LOAD JAMB CAPACITY - PSF 5GD PANEL SIZES JAMB W/ ALUM REINF. PANEL WIDTH DOOR HEIGHT Ps P5F (I N) (IN) + 36 120 85.0 1 02.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 - 126 _102.0 42 102.0 48 102.0 54 102.0 V85.0 60 102.0 66 102.0 36 132 . 102.0 42 85.0 102.0 48 85.0 1 02.0 54 85.0 10 .0 60 85.0 102.0 36 135 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 98.0 36 144 85.0 102.0 42 85.0, 102.0 48 85.0 102.0 54 85.0 99.0 60 85.0 90.0 AVE. PANEL WIDTH = FRAME WIDTH # OF PANELS 3/1 6"X6 1 /8" ALUM. BAR JAMB W/ LOCK STILE JAMB W/ FIX STILE REINF. REINF. NOTE: STILE SHOWN FOR LAMINATED GLA55 OPTION ONLY. CHART COVERS BOTH INSULATED LAMINATED AND LAMINATED GLASS OPTIONS. • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • Pi ct Z: ~YIPINQQ P.E.' o �FI(�AIDK FL *59 Y,k �t oF:°per= AD16-"29 '.. I✓<III I IU�� MAY 3RD, 2018"^ 1850E 59 ••• • • • ••• • • Pi ct Z: ~YIPINQQ P.E.' o �FI(�AIDK FL *59 Y,k �t oF:°per= AD16-"29 '.. I✓<III I IU�� MAY 3RD, 2018"^ 1850E 59 PANEL WIDTH TYPICAL ANCHOR TYPICAL ANCHOR TYPICAL ANCHOR '.ED ......... _ _. _ JAMB ANCHOR TYPE5: TWE "A I ": 114" DIA. KWIKCON (Fu= 137 KSI, Fy= 138 KSI) /2" MIN. EMBED INTO WOOD OR THRU WOOD WITH 13/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE. 3" MIN. O.C. 1/4" DIA. KWIKCON (Fu= 137 KSI, Fy= 138 KSI) 1/2" MIN. EMBED INTO WOOD ORTHRU WOOD WITH I " MIN. EMBED INTO C90 CONCRETE BLOCK 2 112" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE 131 ": 114" DIA ULTRACON (Fu= 177 KSI FY = 155 K51) 2 TRACK 5GD 3 TRACK SGD 4 TRACK 5GD m 0 TYPICAL ANCHOR m C U) 616 r as 'i a 6 F m 5 Z Z F [ f y W N q W p N W Z o,J U'z z g ,, Z N 6" W S N o J (7 U .e w � s m Nil .9 � U U � 0 0 o z g 5 —mUiom 0 O z p . s Z 3: :2 OL u C R O w o w N O 70 U � J w 5 TRACK SGD E 6 I I/16" a 1/2" MIN. EMBED INTO WOOD ORTHRU WOOD WITH JAMB ANCHOR CHART • • • 2 TRACK, 3 TRACK, 4 TRACK OR 5 TRACK • JAMB ANCHOR TIDE I 56135TRATE MAX. SHIM ANCHOR SPACING Al CONC. 1/1'. 1 8" Al WOOD/CONC. 3/8" 12" A) WOOD/C90 BLOCK 3/8" 12" B I CONC. 3/8" 18" B I WOOD/GONG. 3/8" 12" C I METAL 1/4" 18" C METAL D I METAL 3/8" 18" TYPICAL ANCHOR m C U) 616 r as 'i a 6 F m 5 Z Z F [ f y W N q W p N W Z o,J U'z z g ,, Z N 6" W S N o J (7 U .e w � s m Nil .9 � U U � 0 0 o z g 5 —mUiom 0 O z p . s Z 3: :2 OL u C R O w o w N O 70 U � J w 5 TRACK SGD E 6 I I/16" a 1/2" MIN. EMBED INTO WOOD ORTHRU WOOD WITH • • • • ••• • • 3OMIN. • ••. : : : •• • • • • • am CCONCRETE 2 /2" MIN. EDGE DISTANCE, 3" MIN. O.C. • • • •• • • ••• •• • ,,,..WA� m •• • •p • Ew.B$:'•.; !ice TYPE "D I ": 114" DIA. TEKS/DRIL-FLEX SCREW GRADE 5 (Fu= 120 KSI, Fy=92 KSq • • • • • • • • • • • • • • �J�Q,.' .' + vYIPINqq Q0, INTO METAL STRUCTURE • • • z P.E. F*gDMRREREGIS M ALUMINUM: 1/8"THK. MIN. (GOG3-T5 MIN.) STEEL: /8" THK. MIN. (Fy=3GK51. MIN.) ¢ FL 'i5 Y•• a Q N N �.a_ O� .�...w„•„o TYPE "E 1 ”: 5/1 G" TEKS/DRIL-FLEX SCREW (Fu= 120 K51. Fy=92 K51) INTO METAL STRUCTURE N m o • • • • • •: • • • • • o -,goo • o• • • • • • ° • • • i i • 2 •..{�FZ AD16— 29 • •• • A•,,•�d�� A. : :•• -��I��FsS'ONP'��` J3 STEELALUMI 1/5"THK.MN. Fy=3(K5LMNMIN.) • •• • 2 TRACK 5GD 3 TRACK 5GD 4 TRACK 5GD 5 TRACK 5GD MAY,3RD, 2018 STEEL IN CONTACT WITH ALUM. TO 8E PAINTED. 19 OF 59 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• PANEL WIDTH JAMB ANCHOR TYPE5: TWE "132": 114" DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) 13/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 5/1 G" MIN. EDGE D15TANCE TWE "D2": 1/4" DIA. TEK5-5ELF DRILLING SCREW (Fu= 1 20 KSI,FY=92-KS() INTO METAL STRUCTURE ALUMINUM: I/8"THK. MIN...(GOG3-T5 MIN.) STEEL: 1/8"THK. MIN. (Fy=3GK51, MIN.) TWE "D2A": 1/4" DIA. 5M5 (Fu=74 K51. Fy=57 K51) 1/2" MIN. EMBED INTO WOOD STRUCTURE (SG=0.55 MIN.) " MIN. EDGE DISTANCE ANCHORTYPICAL TYPICAll ANCHOR SINGLE '• • • -• • • 5/11 META •• ••• • • • • • •• • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • o • • • • • • • • • • • • • • • • 11111H �YIPINQA P.E. � FI(bAID/�'REGISTRA M. -`�� FL 4559 .4=7. Lu w t AD16-29 J4 MAY 3RD, 2018 20'N 59 or • • • • ••• • • 0 N 0 w 000 0 o • •• JAMB ANCHOR TYPE5: TWE "132": 114" DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) 13/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 5/1 G" MIN. EDGE D15TANCE TWE "D2": 1/4" DIA. TEK5-5ELF DRILLING SCREW (Fu= 1 20 KSI,FY=92-KS() INTO METAL STRUCTURE ALUMINUM: I/8"THK. MIN...(GOG3-T5 MIN.) STEEL: 1/8"THK. MIN. (Fy=3GK51, MIN.) TWE "D2A": 1/4" DIA. 5M5 (Fu=74 K51. Fy=57 K51) 1/2" MIN. EMBED INTO WOOD STRUCTURE (SG=0.55 MIN.) " MIN. EDGE DISTANCE ANCHORTYPICAL TYPICAll ANCHOR SINGLE '• • • -• • • 5/11 META •• ••• • • • • • •• • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • o • • • • • • • • • • • • • • • • 11111H �YIPINQA P.E. � FI(bAID/�'REGISTRA M. -`�� FL 4559 .4=7. Lu w t AD16-29 J4 MAY 3RD, 2018 20'N 59 or • • • • ••• • • 0 000 • •• •• • • • •• •• A4 OR AA4 - A CLUSTER OF (4) TYPE "A" OR "AA" ANCHORS AT HEAD A6 OR AAG- A CLUSTER OF (G) TYPE "A" OR "AA" ANCHORS AT -HEAD A8 OR AA8- A CLUSTER OF (8) TYPE "A" OR "AA" ANCHORS AT HEAD A 10 OR AA 10 - A CLUSTER OF (1 O) TYPE "A" OR "AA" ANCHORS AT HEAD 134 - A CLUSTER OF.(4) TYPE "B" ANCHORS AT HEAD BG - A CLUSTER OF (G) TYPE "B" ANCHO" PSl-IfAD • • • • • • B8 - A CLUSTER OF (8) TYPE "B" ANCHQRS AT JA% FOR ANCHOR TYPES $ LAYOUT, SEE 51VC T AWA7 • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• s • • • • • • • er ••• • • • ••• • • s d k %%% WAIof,,,i i %A IPINaaL AO.. P.E.: g Fl�O@D/C REGIS 7RA M. FL *59 k OF 2 �� t AD16-29 MAY 3RD, 2018 �M"^ 21 OF 59 HEAD ANCHOR CAPACITY - PSF PSF 5GD PANEL SIZES ANCHOR TWE WOR "AA" ANCHOR TWE "B" AVE. PANEL WIDTH DOOR HEIGHT A4 AA4 A6 AAG 18 AA8 A1D AA10 B4 BG B8 (IN) (IN) +/- +/- +/- +/- /-132.4 +/- +/- +/- 3G 120 132.4 150.0 150.0 50.0 11 150.0 150.0 42 118.9 150.0 150.0 150.0 150.0 150.0 150.0 48 109.2 150.0 150.0 150.0 140.0 150.0 150.0 54 102.2 150.0 150.0 150.0 131.0 150.0 150.0 ® 97.1 145.6 150.0 150.0 1= 150.0 150.0 GG 93.4 140.1 .150.0 150.0 119.8 150.0 150.0 72 91.0 1 3G.5 1150.0 150.0 11 )C.7 150.0 150.0 3G 90 121.3 150.0 150.0 150.0 150.0 150.0 150.0 42 1 08.5 150.0 150.0 150.0 139.) 150.0 150.0 48 99.3 148.9 150.0 150.0 127.3 150.0 150.0 54 92.4 138.7 150.0 150.0 118.5 150.0 150.0 GO 87.4 131.0 150.0 150.0 112.0 150.0 150.0 GG 93.G 125.4 150.0 150.0 107.2 150.0 150.0 72 80.9 121.3 150.0 150.0 103.7 150.0 150.0 3G 9G 112.0 150.0 1150.0 150.0 143.6 150.0 150.0 42 99.8 149.8 150.0 150.0 128.0 150.0 150.0 48 91 .0 13G. 5 1 50.0 150.0 1 1G.7 150.0 150.0 54 84.4 12G.G 150.0 150.0 108.2 150.0 150.0 co . 79.4 1 1 9. 1 150.0 150.0 101.8 150.0 150.0 GG 75.E 113.5 150.0 150.0 97.0 145.5 150.0 72 82.8 109.2 145.6 150.0 93.3 140.0 150.0 3G 102 104.0 150.0 150.0 150.0 133.3 150.0 150.0 42 92.4 138.7 150.0 150.0 118.5 150.0 150.0 48 84.0 126.0 150.0 150.0 107.7 150.0 150.0 54 77.7 110.5 150.0 150.0 99.G 149.3 150.0 GO 72.8 109.2 145.6 150.0 93.3 140.0 150.0 GG G9.1 103.6 138.1 150.0 88.5 132.8 1 150.0 72 GG.2 99.3 132.4 150.0 84.8 127.3 150.0 3G 108 97.1 145.6 150.0 150.0 124.4 150.0 150.0 42 &G.1 129.1 150.0 150.0 110.3 150.0 150.0 48 78.0 1 17.0 1 50.0 , 150.0 100.0 150.0 150.0 54 71.9 107.9 143.8 150.0 92.2 138.3 150.0 GO G7.2 100.8 134.4 150.0 8G.2 129.2 150.0 GG G3.5 95.3 127.1 150.0 81.5 122.2 150.0 72 GO.7 91.0 1 21 .3 150.0 77.8 1 I G.7 150.0 3G 114 91.0 1 3G.5 150.0 150.0 1 1G.7 150.0 150.0 42 _ 80.5 120.8 150.0 150.0 103.2 150.0 150.0 48 72.8 109.2 145.6 150.0 93.3 140.0 150.0 54 GG.9 100.4 133.9 150.0 85.8 128.7 150.0 GO 02.4 93.G ' 124.8 150.O 80.0 120.0 150.0 GG 58.8 88.2 1 17.7 147.1 75.4 113.1 150.0 72 5G.0 84.0 112.0 112.0 71.8 107.7 143.6 A4 OR AA4 - A CLUSTER OF (4) TYPE "A" OR "AA" ANCHORS AT HEAD A6 OR AAG- A CLUSTER OF (G) TYPE "A" OR "AA" ANCHORS AT -HEAD A8 OR AA8- A CLUSTER OF (8) TYPE "A" OR "AA" ANCHORS AT HEAD A 10 OR AA 10 - A CLUSTER OF (1 O) TYPE "A" OR "AA" ANCHORS AT HEAD 134 - A CLUSTER OF.(4) TYPE "B" ANCHORS AT HEAD BG - A CLUSTER OF (G) TYPE "B" ANCHO" PSl-IfAD • • • • • • B8 - A CLUSTER OF (8) TYPE "B" ANCHQRS AT JA% FOR ANCHOR TYPES $ LAYOUT, SEE 51VC T AWA7 • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• s • • • • • • • er ••• • • • ••• • • s d k %%% WAIof,,,i i %A IPINaaL AO.. P.E.: g Fl�O@D/C REGIS 7RA M. FL *59 k OF 2 �� t AD16-29 MAY 3RD, 2018 �M"^ 21 OF 59 HEAD ANCHOR CAPACITY - PSF 5GD PANEL 51ZE5 ANCHOR TYPE "A" OR "AA" ANCHOR TYPE "B" AVE. PANEL WIDTH DOOR HEIGHT A4 AA4 A6 AAG A8 AA8 A10 AA10 54 BG 58 (IN) (IN) +/- +/- I +/- +/- +/- +/- +/- 3G 120 85.G 128.5 150.0 150.0 109.8 150.0 150.0 42 75.G 113.5 150.0 150.0 97.0 145.5 150.0 48 G8.3 '102.4 1 36.5 150.0 87.5 13 1.3 1500 54 G2.G 93.9 125.2 150.0 80.3 1204. 150.0 GO 58.2 87.4 I 1 G.5 145.E 74.7 1 12.0 149.3 GG 54.8 82.2 109.5 136.9 70.2 105.3 140.4 72 52.0 78.0 104.0 130.0 GG.7 100.0 133.3 3G 126 80.9 12J.3 150.0 150.0 103.7 150.0 150.0 42 71.3 107.0 142.6 150.0 91.4 137.1 150.0 48 G4.2 9G.4 128.5 150.0 82.4 123.5 150.0 54 58.8 88.2 117.7 147.1 75.4 113.1 150.0 GO 54.G 81.9 109.2 130.5 70.0 105.0 140.0 GG 51.2 7G.9 102.5 128.1 G5.7 98.5 131.4 3G 1 32 7G.G 114.9 150.0 150.0 98.2 147.4 150.0 42 G7.5 101.2 134.9 150.0 8G.5 129.7 150.0 48 GO.7 91 .0 1 2 1 .3 150.0 77.8 1 1G.7 150.0 54 55.5 83.2 110.9 138.7 71.1 106.7 142.2 GO 51.4 77.1 102.8 128.5 G5.9 98.8 131.8 GG 45.1 72.2 9G.3 120.3 G 1.7 92.G 123.4 3G 138 72.8 109.2 145.6 150.0 93.3 140.0 150.0 42 G4.0 9G.0 128.0 150.0 82.1 123.1 150.0 48 57.5 8G.2 114.9 143.7 73.7 110.5 147.4 54 52.5 78.7 104.9 131.2 G7.3 100.9 134.5 GO 48.5 72.8 97.1 121.3 G2.2 93.3 124.4 3G 144 09.3 104.0 .138.7., 150.0 88.9 133.3 150.0 42 GO.9 91.3 121.8 150.0 78.0 117.1 150.0 48 54.G 8 1.971 109.2 136.5 70.0 105.0 140.0 54 49.8 74.7 99.G 124.4 G3.8 95.7 127.6 GO 40.0 G9.0 92.0 1 14.9 58.9 88.4 1 17.9 A4 OR AA4 - A CLUSTER OF (4) TYPE "A" OR "AA" ANCHORS AT HEAD A6 OR AAG- A CLUSTER OF (G) TYPE "A" OR "AA" ANCHORS AT -HEAD A8 OR AA8- A CLUSTER OF (8) TYPE "A" OR "AA" ANCHORS AT HEAD A 10 OR AA 10 - A CLUSTER OF (1 O) TYPE "A" OR "AA" ANCHORS AT HEAD 134 - A CLUSTER OF.(4) TYPE "B" ANCHORS AT HEAD BG - A CLUSTER OF (G) TYPE "B" ANCHO" PSl-IfAD • • • • • • B8 - A CLUSTER OF (8) TYPE "B" ANCHQRS AT JA% FOR ANCHOR TYPES $ LAYOUT, SEE 51VC T AWA7 • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• s • • • • • • • er ••• • • • ••• • • s d k %%% WAIof,,,i i %A IPINaaL AO.. P.E.: g Fl�O@D/C REGIS 7RA M. FL *59 k OF 2 �� t AD16-29 MAY 3RD, 2018 �M"^ 21 OF 59 HEAD ANCHOR CAPACITY - PSP - PSP 5GD PANEL 51ZE5 SGD PANEL SIZES ANCHOR TYPE "BB" ANCHOR TYPE "BB" AVE.PANEL WIDTH DOOR HEIGHT BB4 BBG B58 5510 (IN) (IN)+/ (IN)+/ - 36 96 97.2 145.8 150.0 150.0 42 86.7 .130.0 150.0 150.0 48 79.0 1 18.5 150.0 150.0 54 73.3 109.9 146.6 150.0 60 68.9 103.4 137.9 150.0 66 65.7 .98.5 1 3 1 .3 150.0 72 63.2 94.8 126.4 150.0 36 102 90.3 135.4 150.0 150.0 42 80.3 120.4 150.0 150.0 48 72.9 109.4 145.8 150.0 54 67.4 101.1 134.8 150.0 60 63.2 94.8 126.4 150.0 66 60.0 89.9 119.9 149.9 72 57.5 86.2 1 14.9-1 143.6 36 108 84.3 126.4 150.0 150.0 42 74.7 112.1 149.4 150.0 48 67.7 101.6 135.4 150.0 54 62.4 93.6 124.8 150.0 60 58.3 87.5 116.7 145.8 66 55.2 82.7 110.3 1.37.9 72 52.7 79.0 105.3 131.7 3G 114 79.0 118.5 1 150.0 150.0 42 69.9 104.8 139.8 150.0 48 63.2 94.8 126.4 150.0 54 58.1 87.2 1 16.2 145.3 GO 54.2 81.3 _ 108.3 135.4 66 51.1 76.6 - 102.1 127.7 .. 72 48.6 72.9 .97.2 121.5 36 120 74.4- 11 1.5 148.7 150.0 42 65.7 98.5 131.3 150.0 48 59.3 88.9 118.5 148.1 54 54.4 81.5 _108.7 135.9 60 50.6 75.8 101.1 126.4 66 47.5 71.3 95.1 118.9 72 45.1 67.7 90.3 112.9 36 132 66.5 99.8 133.1 150.0 4258.G 87.8 117.1 14G.4 48 52.7 79.0 105.3 131.7 54 48.2 72.2 96.3 120.4 60 44.6 GG.9 89.2 111.5 66 41.8 62.7 83.6 104.5 HEAD ANCHOR CAPACITY - PSP • SGD PANEL SIZES ••• ANCHOR TYPE "BB" • AVE. PANEL WIDTH DOOR HEIGHT 554 5B6 BB8 BBIO (IN) (IN)+/ - 36 138 63.2 94.8 126.4 150.0 42 55.6 83.3 111.1 138.9 48 49.9 74.8 99.8 124.7 54 45.5 68.3 91.1 113.9 60 42.1 63.2 84.3 105.3 36 144 60.2 90.3 120.4 150.0 42 52.9 ' 79.3 105.7 132.1 48 47.4 71.1 94.8 118.5 54 43.2 64.8 86.4 108.0 60 39.9 1 59.9 79.8 j 99.8 B134 - A CLUSTER OF (4) ANCHORS TYPE "BB" AT INTERLOCK/A5TRAGAL BB6 - A CLUSTER OF (6) ANCHORS TYPE "BB" AT INTERLOCK/ASTRAGAL BB8 - A CLUSTER OF (8) ANCHORS TYPE "BE' AT INTERLOCK/A5TRAGAL BB 10 - A CLUSTER OF (1 O) ANCHORS TYPE "BB" AT INTERLOCK/A5TRAGAL IFOR ANCHOR TYPES t LAYOUT, SEE SHEET A7 • • • • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • . . . . . . . . . . • • . • • • • • • • • • • • 00* ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ON I MAY 3RD, 2018 22 OF OF 59 HEAD ANCHOR CAPACITY - PSF 5GD PANEL SIZES ANCHOR TYPE "CC' AVE. PANEL WIDTH DOOR HEIGHT CC4 CCG CC8 CCIO (IN) (IN)+/ - 36 96 109.9 150.0 150.0 150.0 42 98.0 147.0 150.0 150.0 48 89.3 1 34.0 , 150.0 150.0 54 82.9 124.3 150.0 150.0 60 78.0 1 1G.9 150.0 150.0 66 74.3 1 1 I .4 148.5 150.0 72 71.5 107.2 142.9 150.0 36 102 102.1 150.0 150.0 150.0 42 90.8 136.1 150.0 150.0 48 82.5 123.7 150.0 150.0 54 76.2 114.3 150.0 150.0 GO 71.5 107.2 142.9 150.0 6G G7.8 101.7 135.6 149.9 72 G5.0 97.5 129.9 143.6 3G ) 08 95.3 142.9 150.0 150.0 42 84.5 126.7 150.0 150.0 48 76.6 1 14.9 150.0 150.0 54 70.6 ) 05.9 141.2 150.0 60 66.0 99.0 131.9 150.0 66 62.4 93.6 124.7 150.0 72 59.6 89.3 119.) 148.9 36 1 14 89.3 134.0 150.0 150.0 42 79.0 1 18.6 150.0 150.0 48 71.5 107.2 142.9 150.0 54 65.7 98.6 1 31 .4 ) 50.0 60 61.3 91.9 122.5 150.0 66 57.8 86.6 115.5 144.4 72 55.0 82.5 109.9 137.4 36 120 84.1 126.1 150.0 150.0' 42 74.3 H1.4 148.5 150.0 48 67.0 100.5 134.0 150.0 54 61.5 92.2 123.0 150.0 60 57.2 85.8 114.3 142.9 GG 53.8 80.7 107.5 134.4 72 51.0 7G.G 102.1 127.6 3G 132 75.2 I 12.8 150.0 150.0 42 66.2 99.3 132.4 150.0 48 59.6 89.3 119.1. 148.9 54 54.5 81.7 108.9 136.1 GO 50.4 75.7 100.9 126.1 GG 47.3 70.9 94.5 118.1 HEAD ANCHOR CAPACITY - PSF 5GD PANEL SIZES ANCHOR TYPE "CC" AVE. PANEL WIDTH DOOR HEIGHT CC4 CCG CC8 CCIO (I N) (IN)+/ - 36 138 71.5 107.2 142.9 150.0 42 62.8 94.2 -• 125.7 150.0 48 56.4 84.6 1 1 2.8 ' 14 1 . 1 54 51.5 77.3 103.0 128.8 GO 47.6 71.5 95.3 119.1 36 144 68.1 102.1 136.1 150.0 42 59.8 89.G 119.5 149.4 48 53.6 80.4 107.2 134.0 54 48.9 73.3 97.7 122.2 60 45.1 67.7 90.3 112.8 CC4 - A CLUSTER OF (4) ANCHORS TYPE "CC" AT INTERLOCK/A5TRAGAL CC6 - A CLUSTER OF (G) ANCHORS TYPE "CC" AT INTERLOCK/A5TRAGAL CC8 - A CLUSTER OF (8) ANCHORS TYPE "CC" AT INTERLOCK/A5TRAGAL CCI O - A CLUSTER OF (I (D) ANCHORS TYPE "CC" AT INTERLOCK/A5TRAGAL FOR ANCHOR TYPES t LAYOUT, SEE SHEET A7 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 11n '.`I lllll" A.. _S AI II. FLR Az ��4iFs510N�'� A3 MAY 3RD, 2018 23 OF 59 • •• •• • • • •• •• ••• • • • ••• • • C4 - A CLUSTER OF (4) TYPE "C" ANCHORS AT HEAD CG - A CLUSTER OF (G) TYPE "C" ANCHORS AT HEAD D4 - A CLUSTER OF (4) TYPE "D" ANCHORS AT HEAD DG - A CLUSTER OF (G) TYPE "D" ANCHORS AT HEAD D8 - A CLUSTER OF (8) TYPE "D" ANCHORS AT HEAD E4 - A CLUSTER OF (4) TYPE "E" ANCHORfu PeT•[*EAC • • • • • • EG - A CLUSTER OF (G) TYPE "E" ANCHpRS AT 1= -Ab•: i • • • • • • • 000 • FOR ANCHOR TYPES $ LAYOUT, SEEET AG • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • HEAD ANCHOR CAPACITY - PSF ANCHOR TYPE "C" SGD PANEL SIZES ANCHOR TYPE "C" ANCHOR TYPE "D" ANCHOR TYPE "E" AVE. PANEL WIDTH DOOR HEIGHT C4 CG D4 DG D8 E4 E6 (IN) (IN)+/ • • •• •• • • • - - 3G 84 150.0 150.0 114.9 150.0 150.0 150.0 150.0 42 150.0 150.0 1032 150.0 150.0 150.0 150.0 48 150.0 150.0 94.8 142.2 150.0 150.0 150.0 54 150.0 150.0 ` -88.7 133.1 150.0 150.0 150.0 GO 150.0 150.0 84.3 126.4 150.0 150.0 150.0 GG 150.0 150.0 81.1 121.7 150.0 150.0 150.0 72 150.0 150.0 79.0 118.5 150.0 145.7 150.0 3G 90 150.0 150.0 105.3 150.0 150.0 150.0 150.0 42 150.0 150.0 94.2 141.3 150.0 150.0 150.0 48 150.0 150.0 8G.2 129.3 150.0 150.0 150.0 54 150.0 150.0 80.3 120.4 150.0 149.0 150.0 GO 150.0 150.0 75.8 113.8 150.0 140.8 150.0 GG 142.2 150.0 72.G 108.9 145.1 134.7 150.0 72 139.6 150.0 70.2 105.3 140.4 130.4 150.0 3G 9G 150.0 150.0 97.2 145.8 150.0 150.0 150.0 42 150.0 150.0 8G.7 130.0 150.0 150.0 150.0 48 150.0 150.0 79.0 1 18.5 ) 50.0 14G.7 150.0 54 145.6. 150.0 73.3 109.9 14G.G 136.0 150.0 GO 137.0- ) 50.0 G8.9 103.4 137.9 125.0 150.0 GG 130.5 ) 50.0 G5.7 98.5 ) 3 1 .3 ) 2 1 .9 150.0 72 125.G - 150.0 63.2 94.8 ) 2G.4 117.3 1 150.0 3G 102 ) 50.0 ) 50.0 90.3 135.4 1 150.0 150.0 150.0 42 ) 50.0 150.0 80.3 120.4 150.0 149.0 1500 48 144.9 ) 50.0 72.9 109.4 145.8 135.4 150.0 54 134.0 150.0 G7.4 101 . 1 1348 125.2 150.0 GO 125.6 150.0 G3.2 94.8 125.4 117.3 150.0 GG 119.1 150.0 GO.0 89.9 119.9 111.3 150.0 72 1 14.2 150.0 57.5 8G.2 ) ) 4.9 ) OG.7 ) 50.0 3G ) 08 150.0 150.0 84.3 1 2G.4 150 150.0 150.0 42 148.5 150.0 74.7 112.1 149.4 138.7 150.0 48 134.6 150.0 G7.7 IO).G 135.4 125.7 150.0 54 124.0 150.0 G2.4 93.G 124.8 ) 1 5.9 150.0 GO I 1 5.9 150.0 58.3 87.5 1 1 G.7 108.3 150.0 GG 109.G 150.0 55.2 82.7_ 110.3 102.4 150.0 72 104.7 ) 50.0 52.7 79.0 105.3 97.8 14G.7 3G ) 14 150.0 ) 50.0 79.0 1 18,5 ) 50.0 14G.7 150.0 42 138.9 150.0 69.9 104.5 139.5 129.8 150.0 48 1 25.G 150.0 G3.2 94.8 126.4 117.3 150.0 54 115.5 150.0 '58.1 87.2 1 IG.2 107.9 150.0 GO 1 07.7 1 50.0 54.2 9 .3 '00. C ) OO.G 150.0 GG I O .5 50.0 51 .5 76.6 94. 94.8 ) 42.2 72 9G.6 144.9 1 48.5 72.9 90.3 90.3 135.4 C4 - A CLUSTER OF (4) TYPE "C" ANCHORS AT HEAD CG - A CLUSTER OF (G) TYPE "C" ANCHORS AT HEAD D4 - A CLUSTER OF (4) TYPE "D" ANCHORS AT HEAD DG - A CLUSTER OF (G) TYPE "D" ANCHORS AT HEAD D8 - A CLUSTER OF (8) TYPE "D" ANCHORS AT HEAD E4 - A CLUSTER OF (4) TYPE "E" ANCHORfu PeT•[*EAC • • • • • • EG - A CLUSTER OF (G) TYPE "E" ANCHpRS AT 1= -Ab•: i • • • • • • • 000 • FOR ANCHOR TYPES $ LAYOUT, SEEET AG • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • HEAD ANCHOR CAPACITY - PSF 5GD PANEL SIZES ANCHOR TYPE "C" ANCHOR TYPE "D" ANCHOR TYPE "E" AVE. PANEL WIDTH DOOR HEIGHT C4 C6 D4 DG D8 E4 E6 (IN) (IN)+/ • • • • •• •• • • • - 3G 120 147.8 150.0 74.4 111.5 148.7 138.0 150.0 42 130.5 150.0 G5.7 98.5 131.3 121.9 150.0 48 1 17.8 150.0 59.3 88.9 118.5 110.0 150.0 54 108.0 150.0 54.4 81.5 108.7 100.9 150.0 GO 100.5 150.0 50.G 75.8 101.1 93.9 149.3 GG 94.5 141.7 47.5 71.3 95.1 88.3 140.4 72 89.7 134.6 45.1 G7.7 90.3 1 93.8 133.3 3G 139.G 150.0 70.2 105.3 140.4 1 30.4 150.0 42 123.0 150.0 G).9 92.9 123.5 1 14.9 150.0 48126 1)0.8 150.0 55.8 83.G I 1 1.5 103.5 150.0 54 101.5 150.0 51.1 7G.G 102.1 94.8 1 142.2 GO 94.2 141.3 47.4 71.1 94.8 88.0 132.0 GG 88.4 132.6 44.5 GG.7 89.0 -82.G 123.9 3G 132 132.2 150.0 GG.5 99.8 133.1 123.5 150.0 42 1 1 G.4 150.0 58.G 87.8 1 1 7. 1 105.7 150.0. 48 104.7- 1 50.0 52.7 79.0 105.3 97.8 146.7 54 95.7 143.5 48.2 72.2 9G.3 89.4 134.1 GO 88.7 133.0 44.G GG.9 89.2 82.8 124.2 GG 83.0 124.6 41.8 G2.7 -83.G 77.G I IG.4 3G 138 125.G 150.0 G3.2 94.8 126.4 1 117.3 150.0 42 110.4 150.0 55.G 83.3 111.1 103.2 150.0 48 99.2 147.8 1 49.9 74.8 99.8 92.G 138.9 54 90.5 135.8 1 45.5 G8.3 91.1 84.G 126.8 GO 83.7 125.6 42.1 G3.2 84.3 78.2 117.3 3G 144 119.G 150.0 60.2 90.3 120.4 111.7 150.0 42 105.0 150.0 52.9 79.3 105.7 98.1 147.2 48 94.2 141.3 47.4 71.1 94.8 88.0 132.0 54 85.9 128.8 43.2 G4.8 8G.4 80.2 120.3 GO 79.3 119.0 39.9 59.9 79.8 1 74.1 111.2 C4 - A CLUSTER OF (4) TYPE "C" ANCHORS AT HEAD CG - A CLUSTER OF (G) TYPE "C" ANCHORS AT HEAD D4 - A CLUSTER OF (4) TYPE "D" ANCHORS AT HEAD DG - A CLUSTER OF (G) TYPE "D" ANCHORS AT HEAD D8 - A CLUSTER OF (8) TYPE "D" ANCHORS AT HEAD E4 - A CLUSTER OF (4) TYPE "E" ANCHORfu PeT•[*EAC • • • • • • EG - A CLUSTER OF (G) TYPE "E" ANCHpRS AT 1= -Ab•: i • • • • • • • 000 • FOR ANCHOR TYPES $ LAYOUT, SEEET AG • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • 0 O cl Z $ w - m N n 0 3: LL c9 O < < Z In " f n o Z_ 3 ¢ h N R N o W (07 w N I w "n a a Of 0 AD16-a29 A4 MAY 3RD, 2018 -- 24 OF 59 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 O cl Z $ w - m N n 0 3: LL c9 O < < Z In " f n o Z_ 3 ¢ h N R N o W (07 w N I w "n a a Of 0 AD16-a29 A4 MAY 3RD, 2018 -- 24 OF 59 SILL ANCHOR CAPACITY - PSF 5GD PANEL 51ZE5 ANCHOR TYPE W' / "B" AVE. PANEL WIDTH DOOR HEIGHT A4 / 54 AG / BG A8 / 138 (IN) (IN) - 3G 120 ® 150.0 50.0 150.0 42 .143.5 1 50.0 150.0 48 137.6 150.0 150.0 54 _ 128.7 150.0 150.0 ® CM 150.0 150.0 GG 1 1 7.7 150.0 150.0 72 1 14.7 150.0 150.0 3G 90 150.0 150.0 150.0 42 1 3G.7 150.0 150.0 48 125.1 150.0 150.0 54 1 1 G.5 150.0 150.0 GO I I O. I 150.0 150.0 GG 105.3 150.0 150.0 72 1 01 .9 150.0 ) 50.0 3G 9G 150.0 150.0 150.0 42 134.2 150.0 150.0 48 122.3 150.0 150.0 54 113.5 150.0 150.0 GO I OG.8 150.0 150.0 GG )01.7 150.0 150.0 72 97.9 14G.8 150.0 3G 102 139.8 150.0 150.0 42 124.3 150.0 1 150.0 48 1 12.9 150.0 ) 50.0 54 104.4 150.0 150.0 GO 97.9 146.8 150.0 GG 92.8 139.3 150.0 72 89.0 133.5 150.0 3G 108 130.5 150.0 150.0 42 1 15.7 150.0 150.0 48 104.9 150.0 150.0 54 9G.7 145.0 150.0 GO 90.3 135.5 150.0 GG 85.4 128.1 150.0 72 8I.G 122.3 150.0 3G 1 14 122.3 150.0 150.0 42 108.2 150.0 150.0 48 97.9 14G.8 ) 50.0 54 90.0 135.0 1 50.0 GO 83.9 1 25.8 150.0 GG 79.1 118.G 150.0 72 75.3 1 1 2.9 150.0 SILL ANCHOR CAPACITY - PSF 5GD PANEL 51ZE5 ANCHOR TYPE W' / "B" AVE. PANEL WIDTH DOOR HEIGHT A4 / 54 AG / BG A8 / 138 (I N) (I N)+/ - 3G 120 1 1 5. 1 150.0 150.0 42 101.7 150.0 150.0 48 91.8 1 37.6 150.0 54 84.2 126.3 150.0 GO 78.3 H7.4 150.0 GG 73.G 110.4 147.3 72 G9.9 104.9 139.8 3G 12G 108.7 150.0 150.0 42 95.9 143.8 150.0 48 8G.4 129.5 150.0 54 79.1 118.G 150.0 GO 73.4 110.1 146.8 GG G8.9 103.3 137.8 GG G5.2 97.9 130.5 3G 132 103.0 150.0 150.0 42 90.7 13G.0 150.0 48 81.G 122.3 150.0 54 74.G 111.8 149.1 GO G9.) 103,G )38.2 GG 94.7 97.1 .129.4 3G 135 97.9 14G.8 150.0 42 8G.0 129.1 150.0 48 77.3 1 1 5.9 1 150.0 54 70.5 105.8 141.1 GO G5.2 97.9 130.5 3G 144 93.2 139.8 150.0 42 &J.5 122.5 150.0 48 73.4 110.1 14G.8 54 GG.9 - 100.4 133.8 GO G 1.8 92.7 1 1 23.G A4 - A CLUSTER OF (4) TYPE "A" ANCHORS AT SILL AG - A CLUSTER OF (G) TYPE "A" ANCHORS AT SILL A8 - A CLUSTER OF (8) TYPE "A" ANCHORS AT SILL B4 - A CLUSTER OF (4) TYPE "B" ANCHORS AT SILL BG - A CLUSTER OF (G) TYPE "B" ANCHORS AT SILL B8 - A CLUSTER OF (8) TYPE "B" ANCHORS AT SILL FOR ANCHOR TYPES * LAYOUT, SEE SHEET A8 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • s • • • • • ••• • • • • ••• • • MAY 3RD, 2018 ^�"_ 25 OF 59 2 3/4" 7 1/8" j ONGREYC y =3 K51 MIN.. 2 5/8" 7 1/8' OR J FOR MIN. EDGE DIST. 3 1/4" • • HOR ••• N FOR CONCRETE.•K91'MIN.0 "5,PACING W a a� • • • • N 5 TRACK 5GD 4 TRACK 5GD 3" 3" 3" 3" 3" 3" HEAD ANCHOR TYPES: 5 TRACK SGD 4 TRACK 5GD MIN.EDGE DIST. 1 3/16" TYPICAL ANCHOR MIN. EDGE DIST. TYPICAL ANCHOR 5TAG6ERED SEE ELEVATION FOR AT 3" MIN. O.C. SPACING CONCRETE CONCRETE.. -' Pc=351,5 PSL"N R , ` w ° 6C =351 ,5•P51 - FOR m ,5/16 ANCHORS' /16'.". ANCHO . - C°0 kfTE F'c = K31 NA IN. Z _ 1--Qn �'q.=:3•K51 MIN N cl N N 'ACING TYPICAL ANCHOR TYPICAL ANCHOR 5EE ELEVATION FOR SPACING EE ELEVATION FOR5 MIN. EDGE DIST. 11 3/10 N. EDGE DIS . METAL STRUCTURE METAL STRUC RE �H N N 3 TRACK 5GD 2 TRACK 5GD 3" 3" 3" 3° 3° 3" W • TYPE "A": 114" DIA. KWIKCON (Fu= 137 KSI, Fy= 135 KSp 13/4 MN. EMBED INTO fc'=3 K51 MIN. CONCRETE 2 I/2"I MN. EDGE DISTANCE, 3" MIN. O.C. K � TYPE "C": 5/1 G" DIA. ULTRACON (Fu= 177 KSI, Fy= 155 KSp 1 3/4" MIN. EMBED INTO fc'=351 5•P51 MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE. 3" MIN. O.C. `� ,�•��+� TYPE "D": I/4" DIA. TEKS/DRIL-FLEX SCREW GRADE 5 (Fu= 1 20 K51, Fy=92 KSI) N •�•. INTO METAL STRUCTURE • • • • • • • • • • • �� GE E •• �i ALUMINUM: I/8" TH K. MIN. (60G3 -T5 MIN.) • • • • • • • • • :>: PIN ALUMINUM: P.E. '. STEEL: 1/8" THK. MIN. (Fy=3GK5(, MIN.) • • • • • • • • • • • • qod' ECIs7RA M . A4 - A CLUSTER OF (4) TYPE "A" ANCHORS AT HEAD C4 - A CLUSTER OF (4) TYPE "C" ANCHORS AT HERS FLIS59 TYPE "E": 5/1 G" TEK5/DRIL-FLEX SCREW (Fu= 120 KSI. Fy=92 K51) AG - A CLUSTER OF (6) TYPE "A" ANCHORS AT HEAD CG - A CLUSTER OF (6) TYPE "C" ANCHORS AT HE /� '; �'A ' pF , U! INTO METAL STRUCTURE A8 - A CLUSTER OF (8) TYPE "A" ANCHORS AT MEAD, • A CLUSTER•gF•(4) TYRE "D" ANCHORS AT HEA% ALUMINUM: I/8" THK. MIN. (6063 -TS MIN.) — • '•dam A 10 - A CLUSTER OF (10) TYPE "A" ANCHORS AT NtA D9- A CLC5f R Qf (6) T�P �'D•AICHOR5 AT HEA �, �1>pP•,r'��; STEEL: 1 /8"THK. MIN. (Fy=36K51. MIN.)"D':AICHORS AT HEAD '��i,�F$SjON�•�" `�, B4 - A CLUSTER OF (4) TYPE "B" ANCHORS AT HEAD• ACLUS ER•OF (50 TYPE STEEL IN CONTACT WITH ALUM. TO BE PAINTED. B6 - A CLUSTER OF (6) TYPE "B" ANCHORS AT HEAD•• E4•�A CLL%tK�(4) TY*Fj"E" Ail HORS AT HEAD �4+m n+ B8 - A CLUSTER OF (8) TYPE "B" ANCHORS AT HEAD EG - A CLUSTER OF (6) TYPE "E" ANCHORS AT HEAD MAY 3RD, 2018 or • • • • ••• • • • • • • • • • • • • of 0 O U N Z m U) X (DD j J 0 O <LL o Z_ 3 a_ rn o � N W C7 W Lu Lu In AD16-29 A6 26 OF 59 .,, 5 TRACK 5GD 3" 3" - 3" Vn • • • HEAD ANCHOR TYPES: TYPE "AA": 114" DIA. KWIKCON (Fu= 137 K51, Fy= 138 K51) 1 1 /2" MIN. EMBED INTO 5G=0.55 MIN. WOOD STRUCTURE OR THRU I BY OR 25Y WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fc'=3000 P51 CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE "BB": 114" DIA. ULTRACON (Fu=) 77 K51, Fy= 155 K51) 11 MIN. EMBED INTO SG=0.55 MIN. WOOD STRUCTURE OR THRU I BY OR 2BY WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fc'=3000 PSI CONCRETE 2 I/2" MIN. EDGE DISTANCE, 3" MIN, O.C. TYPE "CC": 5/1 G" DIA. ULTRACON (Fu= 177 K51. Fy= 155 K51) 1 I/2" MIN. EMBED INTO 5G=0.55 MIN. WOOD STRUCTURE OR THRU I BY OR 2BY WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fc'=3000 P51 CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. rm MIN. EDGE DIST. 3 I/4" MIN. EDGE DIST. 1 3/1 G" MIN, EDGE DIST. TYPICAL ANCHOR TYPICAL ANCHOR STAGGERED TYPICAL ANCHOR ? N 6 SEE ELEVATION FOR SPACING AT 3r MIN. O.C. C.'LT-Z ATION POR SPACING fc �3 5 P51 MtIPJ I DoDeucx 5N1&1bR5fE pjW N,- w ,K51 MLN .•� Si w f4 .. 3. K51 MIw W 0 N K91'MINVU Z U >" U mmN Ozm Z N 6m VQ V W N — Nr -if — J U N 4 TRACK SGD 3 TRACK 5GD 2 TRACK SGD U I- OR 2 BY WOOD BUCKS NOT BY E5 U WNDOW5 MUST 5UPPORT THE LOAD51MP05ED !e BY GLAZING SYSTEM AND TRANSFER THEM TO k THE BUILDING STRUMU. 3" 3" 3" 3" 3" 3" 3" 3" 3" lz ro m • O • • • U \ o U a T 4 TRACK 5GD2 TRACK 5GD 0 3 TRACK SGD 0 > a Z O LL Z z 3 o Z 3 a r` U) N Lu U' W � H U) W AA4 - A CLUSTER OF (4) TYPE "AA" ANCHORS AT HEAD AAG - A CLUSTER OF (G) TYPE "AA" ANCHORS AT hEPlD • • • • • • • • • • AA8 - A CLUSTER OF (8) TYPE "AA" ANCHORS AT HI•AD • • AA 10 -•A CLUSTER Of (10) TYPE "AA" ANCHORS AT %AD • � � � � � � • � • • 13134 - A CLUSTER OF (4) TYPE "BB" ANCHORS AT HCAD • • • • • • • • • • BBG - A CLUSTER OF (G) TYPE "BB" ANCHORS AT HEAD B58 - A CLUSTER OF (8) TYPE "BB" ANCHORS AT HEAD BE, 10 - A CLUSTER OF (1 0) TYPE "BB" ANCHORS 4,T HEAD • • • • • • CC4 - A CLUSTER OF (4) TYPE "CC" ANCHORS 4 HAD; i ; • • CCG - A CLUSTER OF (G) TYPE "CC" ANCHORS AT4hEAD• • • • • • • .. • CC8 - A CLUSTER OF (8) TYPE "CC" ANCHORS 4AAD: • • • • • • • • • • • • • CC 10 - A CLUSTER OF (10) TYPE "CC" ANCHORS AT HEAD • • • • • • • • • • • • ,n MUL MAY 3RD,'2018 M"= 27 OF 59 SILL •' • • EMBED • CONCRETE O.C.2 112" MIN. EDGE DISTANCE. 3" MIN. t�/,j?#i��"i�,U'�a�l YN!•.1tT,itl:(��v?a�`n:7Ka!a.��ft<.j% ,a. rss7JG•Txai� . :�;Jir-�i�,ll,��tel:��JLe}i_ia,r�� ✓,¢�Itr`agJ75: 3" 3" 3" 55 TRACK 5GD Q to CONCRETE' _� - fc,=- K51 MI z 1 MIN. EDGE t ,3. 3. . - TYPICAL IAT16N . - -f��5[A lNr.�TI tf.OP V' �.-, :CONCRETE „ s _.Ft - •• t n V J,. .5VWK5G0 'nlF rAVARCN,OR .. L Q/T 4 i ;,-_uj ytNJCP.€TE P r5YMJ(J_ • ••• • ••• • • • • • • • • • • • • • • • • • • • ••• �m m V om z : NN Z z 4 z j Ill N o m W z a w z D 3 D U 02 Nm z R e Ill o U n m •� U U 3" 3" 3" 0 'O o U U) zm� �LL� o " Z z 2 TRACK 5GD o H rn c In n N W TWICAL ANCHOR D c 511 0 ti R ION FOP, F N CONCRETE. Fc aKSr MIN S MIN. 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Z .. _ SEE SHEET K2 FOR LIMITATION - • • - • • •MIN. • '• • • • • • <. • . . .. p w AD16-29 .. •DIST. o _ . .. �i��FSS,ONP�`�,, I �• L:......, C9 EDGE DIST. ED •.� • • • Z W .' w w W MAY 3RD, 2018 it N ¢ o m m LL Q LU tL: Q w U O N LL z O J q w _ J ! o z i <� N N W n 63 o U 2 DETAIL 2A DETAIL w 51 I.I I.I • • • • • • • • • • 25 •• 38 • • • •• 38 ' V TYPICAL ANCHOR V - TYPICAL ANCHOR g 36 SEE PAGES FROM A I TO A8 _ 36 5EE PAGE5 FROM A TO A8 s6 II u u 1111 n u II IIlia 56 ss u Iru.. •II Il•: : u II R II �� .WArrQ,��,,, �m �J ss � ••n • Q�N''.�N&E'.''• ��i� a mIL — Im — • • • • an Fl�. vYIPINQQ E. P. '-FIyOfAD°f' EGISTRA M, (n CONCKET•E •; - - - cn CONCRETE ^• FIL Y559 .a �• °•^°�'° .- X000 MIN. SILL RAISER OPTION f'c X000. MIN - -� a• �. 0f. •L/ °..�.•.o •MIN. Z .. _ SEE SHEET K2 FOR LIMITATION - • • - • • •MIN. • '• • • • • • <. • . . .. Z ED �� 'ate AD16-29 .. •DIST. •..•: _ . .. �i��FSS,ONP�`�,, I �• • • • • • : Dl.l EDGE DIST. 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' •'• so 0 • 000 0•• : O,FSg10N4`�+�`� D4.2 SEE SHEET KI FOR LEVEL 2 AND 3 FIVE (5) TRACK DOOR DETAILS ' """its, MAY 3RD, 2018 �M" REINFORCEMENT. 35OF 59 A ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • I I II { PANELWIDTFi f 1 PANEL WIDTH �m m :HOR, 5EE 5HEE J4 V cm m Lu 'm p II^^ V F mN m LL 4 Na v, ul H Z U « v 0 U v m S Z N am 9 ui j ti O :EMENT PE'WIRED �r L 3 ONLY V , o� m m � U �E E K I ° u) L5 5 — m �m u �c c� 0 Q LL ° o< Z o o z_ 3 J N 21 N c n N w O C7 w v� w O DETAIL IOA DETAIL DETAIL �DETAIL �I • • . • • • • • . • EGISTRAT Me. 4 FL1E559 �A 0:0 • •: • • ., t CF r ; 2 AD16-29 (LEVEL ) SHOWN.ND CK STASNDARDEET '• KIL LEVEL 2K 3 ••• • • ••• .•. ••. ssioNP�,:�`a,, all na.s REINFORCEMENT. FIVE (5) TRACK DOOR DETAILS MAY 3RD, 2018 3soF ss • • . • • • • • . • 4 STANDARD INTERLOCK (LEVEL 1) SHOWN. SEE SHEET KI FOR LEVEL 2 AND 3 REINFORCEMENT. I� A DETAIL 4 DETAIL • • • • • • • • • • • • 8 DETAIL uu 1"H • • • • • • • • • �•�Q�� ENB X14 •• ••• •• • PIN FoaD�REG sTRA W FL Y559 • •• •• • • 2000 - auwixc xo. • • • • • • . • • • • • • • • • • • • • t •� _ 6�� AD16-29 • • �. ��ipSS�ON� • • • • • • • • • • 0 • • • . FIVE (5) TRACK DOOR DETAILS MAY 3RD, 2018 Mx= 37 OF 59 • •• •• • • • •• •• ••• • • • ••• • • L 43 DETAIL 4. CORNERS CAN BE USED ON ALL TRACK CONFIGURATIONS STANDARD INTERLOCK (LEVEL 1) SHOWN. SEE SHEET KI FOR LEVEL 2 AND 3 REINFORCEMENT. 44 DETAIL 4. •• ••• • • • • • •• • •• • • • • ••• • CORNER DETAILS " "' " ' ' '• . ..-. . ••. . . • . • • . • . . • • • • • • • • • • • • B AD16-29 ,p' ..LOP 41.`. 0.- ",;, &SIONA� ��, - D4.5 MAY 3RD, 2018 38 OF 59 ••• • • • • ••• • • • •• •• • • • •• •• CORNERS CAN BE USED ON ALL TRACK CONFIGURATIONS STANDARD INTERLOCK (LEVEL 1) SHOWN. SEE SHEET KI FOR LEVEL 2 AND 3 REINFORCEMENT: A. 45 DETAIL 46 DETAIL 4. 4. •• .•• • . . . • .• • •• • • • • ••• • CORNER DETAILS •• ••• •• • • . . . . . • . • • . . • • • . . • . • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • �m p NN dzm�v m c m a W z 0 Nw z 0 o 0 N z �m W 1 H2O o J � > ' In " m iv, .9 2Is �4 U U z 0 0 X.M Z $ N — a m 5 m wm� LL Z o . s z 3 <� N cn N W cl 0 W w N �� ``� •WANq''a,� \Q� • E41S� •.,• . �I� ma 'PIN && -P.E.: p� • FI(OiADM EGISTRA FL Y559 w" f ti' Of LU 'per AD16-29 Jell Is w D4.6 MAY 3RD; 2018 39 OF 59 2' FOR ANCHOR. SEE SHEET J4 �m 45 22 9 21 44 18 U ° 2 aM a W Z W Z Oo c V _ rn PANEL -WIDTH " - - Z F, v WW N,,] o REINFORCEMENT RE UIRED ' 45 21 42 55 I' I x yk 50' ff 3 z -I $ o d FOR LEVEL 3 ONLY mg , x I I i. .r ,•� �d� iI I L rn vim Z Had 8 � r ` 4c� 27--^ I in � 3 � = � . , 2�_ � o-�a �o of .. • ti o W EXT RIOR m lw D.L.O. 2" C.0, fi _ _. a 3^314` { a I'•I%I'6".. , V :. 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SEE SHEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. 17 DETAIL D7 FOUR (4) TRACK DOOR DETAILS �m "J4 m « V om N N ®< F mN 50 Z F at J LuN d W:Z o W 0 Z 0 ° v 0 m Z W Q H� o J O m DRCEMENT RED FOR 3 ONLY a U � 0 0 o o z U) 5 —mom �40 o ¢LL � Z o U N W C7 W n I W ••• • • 18 DETAIL ••• x • . . • • e �� GWAiVG y om •• ••• •• • • • •• `�lp q� P.E.• ' FI�AID�f'RECISTRA M ag _ FL Y559 • �Ati . Of ••• • ..• • t AD16-29 0,00 So 0 009 o0e MAY 3RD, 2018 M.. 42 OF 59 ••• • • • • ••• • • Z In� TYPICAL ANCHOR y� •r' x~ w PANEL WIDTt1 r• w rSEE SHEEi_S J3 ANDJ r �f�ORSPACING r r ; - :. 50 (� z min Z a m �. �y •42r5 - ' W m W p N 5 m uj I 45 22 42 55 1 J .. Y t - — _ ^d s, ..r, .....- .a��,,..s_,..,-,ti,.,..iK.,, I r moi" _ --L.; •� mak..Y - _ _ --__ Q Z 5 — m uj Z o " LL k� t 10 s k2 `' I 5s z2rs 18 55 21 39 ' µV I EXTERIOR s _ - A D.1 O. 2° o w rn .. ;..•_ 3314•. a `,•:D.L.O. -z _ - at` PANEL a IDThi D.L.O. w FRAME*60'(— ' .. SHIM Al ;DETAIL r 20. DETAIL ° - (_21_DETAIL s CD8 D8 t, STANDARD INTERkOCK0E0EL• I) SHW. l\&:? IN:)I : ••e r+u�l - SEE SHEET K! FOR KEINF%RCt'f AT: i s•i •• �.`°N�'.•WAks `�`�a GEb� � �G a • �'- "YIPIN P.E.'; FIaOAID REGISTRA M - FL*59 �.A OF • 2 = �€ x•k wrazo..w.a.o. • • • • • • • • • • t• • • • . . • • • • • - dam` AD16-29 •�• .• s •.• i•• • *00 ��'�i�SS�ONP�.•`� •.• D8 THREE (3) TRACK DOOR DETAILS MAY 3RD, 2018 43 OF 59 L ANCHOR EFTS J: 'ACING TYPICAL ANCHOR 22 DETAIL 23 DETAIL D9 D9 •• ••• • • • • • •• • • • • • • • • • • • LEVEL I REINFORCEMENT SHO "' •• • •• FOR REINFORCEMENT OPTIONS, SEE SHEET I1 • •• ••• • •• THREE (3) TRACK DOOR DETAILS • • • • • • • • • • • ••• • • • • ••• • • •• •• • • • •• •• 24 DETAIL D9 *0, WAIVON,� J``�Q`•'G(�NSF•� 4��i oa `A'IPINpp, P.E.' • FIOSFF @D/C EGISTRA V. FLiI559 �.A OF .lu wu xc.o. 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W o U 18 U oa m - 44 U WFOPCEMENT U RED FOR 7tjVL 3 ONLY 0 � U Z $ cn — a . M o << LL Z ° 3: g z ? -< a N (n n 7TH N W (7 w N � w 34 DETAIL D13 6 :'rYIPIN P.EA ig FgOAloa� REGISTRA M. FL #559 w' OF 2 i MAY 3RD, 2018M , 49 OF 59 ••• • • • • ••• • ' w i -I r AI onirHOR 3 K35'DETAIL D14 STANDARD INTERLOCK (LEVEL 1) SHOWN. 5EE 5HEET KI FOR LEVEL 2 AND 3 REINFORCEMENT. 36 DETAIL D14 TWO (2) TRACK DOOR DETAILS 37 DETAIL D14 �m m V om N Nis N o F N m N W 0 N W 0 Z v o� Z N a ri f W 'J N u OU Cr N m U U �E E •o p z fn ? r C m �.�: c7 O a LL z p N - g z 3 a N o W N p m 0 W FREESTANDING JAMB OPTION FL Y559 • w... a. s,. 1p of LU D14 MAY 3RD, 2018 . 50 OF 59 TYPICAL ANCHOR ••. •• • .00 \J4 45 31 I L 0 t= 38 DETAIL 39 DETAIL DI5 D15 TWO (2) TRACK DOOR DETAIL5 PANEL WIDTH j 40 DETAIL D5 rm ..m V om [V M Q FOR ANCHOR, m 5EE 5HEET J4 O L'U 5 W N q W O N W Z U v Z N v g3 E W U REINFORCEMENT (� REQUIRED FOR LEVEL 3 ONLY I N. WA u i �`Q\• EN8MQ ��i PIN P.E:' •. FWjao) EGISTRA M. �! 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UNANCHORED JAMB (3 TRACK) ° 5 G FOR 3 TRACK POCKET JAMB JAMB SCREW COVER E5-5GD2020-005 GOG3-TG E5-5GD2020-006 6005-T5 9E5-5GD2020-009 COC 3 -TG 10 E5-5GD2020-010 GOG3-TG I .926" 0.984° 0.148" N - �� JAMB (2 TR(iC48 WA+I�� N ��q 1 � r`�t '.. A v N 6 L ECJ 5-SGD �cl. HSE�U©Gl n n o - 0. )25" � � - � :-rYIPIN&& P.E.'i. FJ OfOD�f' EGISTRA M. . FL €559 1 4.974" l 4.643" 0 i 0� 0 6.065" A �L,�R•'��C1�J HEAD (2 TRACK) SILL (2 TRACK) 1 3 FRAME SILL COVER (2 TRACKS) FRAME 51LL COVER (4 TRACKS) �ON� i I E5-5GD2O20-01 I 6063=TG 1 ? ES-SGD2020-01 2' GOG3-TG E5-5GD2020-013 GOG3-T6 3G ES-SGD2020-0 13 6063-T6 MAY 3RD, 2018 • rm U Sm m • • • • • • • • • • • • • • • • • • •0.18f9 • • • O • OO ? NN N y 2.000" • • • • }-r • • • • • • • • i' • • • • •• •• • • • •• •• • a W Z 2.000" Z o w ••• • • • • • •`•• ••• • • •: : • : • • • JAMB SCREW COVER HEAVY INTERLOCK REINF. z �m Z ¢ a a • • 000 • • • • • • • • rm U Sm m • • • • • • • • • • • • • • • • • • •0.18f9 • • • O • OO ? NN N y 2.000" • • • • }-r • • • • • • • • i' • • • • • • ' t� 0.120" � (; i M$ Z F a� m a W Z 2.000" Z o w ••• • • • • • •`•• ••• • • •: : • : • • • JAMB SCREW COVER HEAVY INTERLOCK REINF. z �m Z ¢ a a • • • • �r • • • 7 ES -601 I 6063-T6 19 E5-5GD2020-019 6063-T6 >. 0.2r�30" 0.125' mil m � 0.055" 01 v U U 2.000" UN -ANCHORED JAMB REINF. UNANCHORED JAMB (2 TRACK) FOR 2 TRACK INTERLOCK AND LOCK5TILE SCREW COVER HEAVY INTERLOCK REINF. COVER 15 16 8 20 E5-5GD2020-015 6063-T6 E5-5GD2020-016 6063-T6 ES-5GD2020-0.18 6063-T6 E5-5GD2020-020 6063-T6 cr 2.001" 1T 0 U 0 z z.000^ g uim 0 � o� Z 0 . g z 3: <^ C) _ 0 0.078" O $ W n N N N 0.090" u, 1.535" 0.100" ~ w . REINF. FOR INTERLOCK INTERLOCK FOR LAMINATED GLA55 ASTRAGAL 2I 22 23 E5-5GD2020-021 6005-T5 E5-5GD2020-022 6063-T6 E5-5GD2020-023 6063-T6 s 1.745' TIMI 1 11 IT�I 3.658" I .745" BOTTOM RAIL FOR LAK 4 / cJ ES-SGD2020-025��Q;•Gt4'R� ��s N 0.090"0.094"rYIPIN o� V 77 •. AID) EGISTRAT N; FlO FL X55901 �.a six �ow.»7xcxa. :,�� OF S •= .�t•Qp•••��e,� AD16-29 TOP RAIL FOR LAMINATED GLASS FIXED STILE FOR LAMINATED GLA55 LOCK STILE FOR LAMINATED GLASSipsS�ONA� � PARTS 24 E5-5GD2020-024 6063-T6 26 ES-5GD2020-026 6063-T6 27 E5-5GD2020-027 6063-76 MAY 3RD, 2018 54 OF 59 s . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ... . ... . . . in m 0.090" 0.094" N W rn , W 0 N Z 6 W . . ... . . . . .. . • m of p • • • • 0.500" • • • • • • • I_ 000" _ � 6,6 N m }� 1.745"Doe • • • • • • • • • 1 0.063" in m 0.090" 0.094" N W rn , W 0 N Z 6 W ],n 7 O •• •. • • �� • •• V Z.N ac`3 Lu o •• • • • • • ••• •• >. U m m � •m 1.745" FIXED STILE FOR U U �€ TOP RAIL FOR INSULATED LAMINATED 28 BOTTOM RAIL FOR IN5ULATED LAMINATED INSULATED LAMINATED a S� ISER - 120 PSF S E5-5GD2020-028 6063 -TG G✓ E5-5GD2020=029 6063 -TG 30 E5-5GD2020-030 6063-T6 Jv E5-5GD2020-040 GOG3-TG 5998t" 0t.— 1 I v v — o 0.125" p p N }� 2.000" 0 O o O g — � Z -mem 3.658" 5 2.000" c� O Z o .� o Z_ i J Z N REINF. FOR INTERLOCK - LOCK STILE FOR IN51-ILATED INTERLOCK FOR IN5ULATED 0. 100" p W o INSULATED LAMINATED GLASS LAMINATED GLA55 LAMINATED GLA55 N �� 33 31 E5-5GD2020-032 6063 -TG E5-5GD2020-033 6063 -TG ES-SGD2020-031 6063-T6 0 o N W 8.45 I " o O YdaN m 0.125" r �Ln �\Q� GEtdS�'Qii a - 1 8.658" 1 �. N0.go,p�,, �rYIPIlieclL Aloa�M '.,'.. FL Y559 a x k=€ Of 2 t AD 16-29 JAMB - 4 TRACKd`'•FL,......��6` HEAD - 4 TRACK SILL - 4 TRACK ES SGD2020-038 6063 -TG p,�ONN� PARTS J� E5'5GD2020-034 GOG3-TG JJ E5-5GD2020-035 GOG3-TG MAY 3RD, 2018 a . 55 OF 59 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Z N 48 2.0 7 2.070° • •• • • ••• 2.086" • • • 2.210" j W tO o FRAME SILL - 5•TRACK5 FRAME FRONT 51LL FRAME FRONT HEAD FRAME FRONT SILL U �r 82 m 65 ES-5GD2020-055 6063-T6 E5-5GD2020-054 6063-T6 67 E5-SGD2020-062 6063-T6 I E5-5GD2020-056 6063-T6 �� Y �m c ro a • • • • • • 9.137" • • • • • • • • • • • • • • • • • • • • O • • • • Q N o n m 2.959 " .. �0., M m ? nni 0 z mH Z F d:w 7 d W Z o W p N .� q m • • • • • • • • • • o O ' N n •• • • • • • •• ••� • • • • n �_ t N o m ''Znn o Z m • • • •• • • Z N 48 2.0 7 2.070° • •• • • ••• 2.086" • • • 2.210" j W tO o FRAME SILL - 5•TRACK5 FRAME FRONT 51LL FRAME FRONT HEAD FRAME FRONT SILL U �r 82 m 65 ES-5GD2020-055 6063-T6 E5-5GD2020-054 6063-T6 67 E5-SGD2020-062 6063-T6 I E5-5GD2020-056 6063-T6 �� 2.2 10 1 U U � a.os7• � � 2.070' 2.070" 2.070" 4.172' Q - n N00 m N { U Q N m m U5 x jn LL cv 0 a LL O Z n N FRAME HEAD - 5 TRACKS FRAME FRONT JAMB FRAME FRONT SILL 75 Z 3 a m m 69 E5-5GD2020-063 6063-T6 70 E5-5GD2020-064 6063-T6 E5-5GD2020-068 6063-T6 U) N W 0 C7 w r 6.892" rn w 3.27 1' 0.120" 1 O p o NO. � m v F-1 O O OHO. POCKET DOOR CLOSER - 5 TRACKS JAMB- 5 TRACKS REINF. FOR LOCK STILE LAM. GLA55 „�� '' `anal"�°� ^ P'E' FI6IaD EGISTRA M - 72 ES-SGD2020-06 73 ES-SGD2020-065 6063-T6 74 ES-SGD2020-07 6063-T6 ,� _ FL >pss9 CApr ovrvmia• 6063-T6 o AD16-29 �a ,�yFSS�ONP�aaa� PARTS MAY 3RD, 2018 ^ ^ - 56 OF 59 Y BILL OF MATERIALS BILL OF MATERIALS�W U q� ITEM (, Z ma W N W ZO Z O dam ZN <; W I .M. V 7, q U E _ r. PART DESCRIFTION • • • j/IATERIAL • WMARK5 ITEM PART DESCRIPTION MATERIAL REMARKS E5-5GD2020-001 HEAD (3 TRACK)ROG3-T6•• • • - . . . . . . . . . . 49 P501-0035-003 RECESSED FACEPLATE 5BML LOCK TWO POINT - 6 E5-SGD2020-006 UN -ANCHORED JAMB REINFORCEMENT FOR 3 TRACK 6005-T5 - P501--0035-005 - P501-0014-000 - 50 INVOWTE HANDLE SET P''01-0014-OOB P501-0014-117 7 F5SGD2020-007 HI SILL RAISER 3-1/16"HEIGHT606 -T - 8 E5-5GD2020-008 STANDARD SILL RAISER 2-9/1 G' HFJ6HT • • • • " 606*T6 • - 9 E5-5GD2020-009 POCKET JAMB • • C06!-lE • - 10 E5-5GD2020-010 JAMB SCREW COVER • • • 06 -T6 - 11 E5-5GD2020-01I HEAD 2TRACK • • • • • • 60GO wo • • - P501 -1005-00B 51 ADJUSTABLE STRIKE POLYPROPYLENE PSOI-0060-000 2P 2 E5-5GD2020-0I 2 SILL 2 TRACK 6063-T6 - 13 E5-5GD2020-013 FRAME SILL COVER 6063-T6 - 14 E5-5GD2020-014 JAMB (2 TRACK) 6063-T6 _ 52 5GD-1700 BUMPER STEEL AND RUBBER Is E5-5GD2020-01 5 FREESTANDING JAMB (2 TRACK) 6063 -TG - 53 1986 -PRN -300055 ROLLER 5TAINLE55 STEEL _ 16 E5-5GD2020-016 FREESTANDING JAMB REINFORCEMENT FOR 2 TRACK 6063-T6 - 54 GTT- 15006-HKA-01 -TE ROLLER - ZAMAK 55 - #10X1-1/4' P.H. SCREW FOR PANEL ASSEMBLY 5T/5T - 17 ES -6011 JAMB SCREW COVER 6063-T6 - 18E5-5GD2020-018 INTERLOCK AND LOCK STILE SCREW COVER 6063-T6 - 19 E5-5GD2020-019 HEAVY INTERLOCK REINFORCEMENT 6005-T5 - 56 - # 12 X I-1/2' P.H. SCREW FOR FRAME ASSEMBLY 57/57 - BILL OF MATERIALS BILL OF MATERIALS�W U q� ITEM (, Z ma W N W ZO Z O dam ZN <; W I .M. V 7, q U E _ r. PART DESCRIFTION • • • j/IATERIAL • WMARK5 ITEM PART DESCRIPTION MATERIAL REMARKS E5-5GD2020-001 HEAD (3 TRACK)ROG3-T6•• • • - 46 W2321 LNG INTERLOCK ASTRAGAL POLYPROPYLENE 2 E5-5GD2020-002 51 LL (3 TRACK) • • • • 06 -T6 - 47 WA21- WEEPHOLE COVER POLYPROPYLENE - 3 E5-5GD2020-003 FRAME SILL COVER • • • • • • •063-T6 • • • - 48 CE2 447-1 OLON FOAM ALL STRUCTURE 4 E5-5GD2020-004JAMB (3 TRACK) 6063-T6 • • • _ 0 5 E5-5GD2020-005 FREESTANDING JAMB (3 TRACK) 6063-T6 - 49 P501-0035-003 RECESSED FACEPLATE 5BML LOCK TWO POINT - 6 E5-SGD2020-006 UN -ANCHORED JAMB REINFORCEMENT FOR 3 TRACK 6005-T5 - P501--0035-005 - P501-0014-000 - 50 INVOWTE HANDLE SET P''01-0014-OOB P501-0014-117 7 F5SGD2020-007 HI SILL RAISER 3-1/16"HEIGHT606 -T - 8 E5-5GD2020-008 STANDARD SILL RAISER 2-9/1 G' HFJ6HT • • • • " 606*T6 • - 9 E5-5GD2020-009 POCKET JAMB • • C06!-lE • - 10 E5-5GD2020-010 JAMB SCREW COVER • • • 06 -T6 - 11 E5-5GD2020-01I HEAD 2TRACK • • • • • • 60GO wo • • - P501 -1005-00B 51 ADJUSTABLE STRIKE POLYPROPYLENE PSOI-0060-000 2P 2 E5-5GD2020-0I 2 SILL 2 TRACK 6063-T6 - 13 E5-5GD2020-013 FRAME SILL COVER 6063-T6 - 14 E5-5GD2020-014 JAMB (2 TRACK) 6063-T6 _ 52 5GD-1700 BUMPER STEEL AND RUBBER Is E5-5GD2020-01 5 FREESTANDING JAMB (2 TRACK) 6063 -TG - 53 1986 -PRN -300055 ROLLER 5TAINLE55 STEEL _ 16 E5-5GD2020-016 FREESTANDING JAMB REINFORCEMENT FOR 2 TRACK 6063-T6 - 54 GTT- 15006-HKA-01 -TE ROLLER - ZAMAK 55 - #10X1-1/4' P.H. SCREW FOR PANEL ASSEMBLY 5T/5T - 17 ES -6011 JAMB SCREW COVER 6063-T6 - 18E5-5GD2020-018 INTERLOCK AND LOCK STILE SCREW COVER 6063-T6 - 19 E5-5GD2020-019 HEAVY INTERLOCK REINFORCEMENT 6005-T5 - 56 - # 12 X I-1/2' P.H. SCREW FOR FRAME ASSEMBLY 57/57 - 20 E5-5GD2020-020 HEAVY INTERLOCK REINFROCEMENT COVER 6063-T6 - 57 - #8 X 3/4' P.H. SCREW FOR HANDLE STRIKE ST/ST - O O U z < m x 21 E5-5GD2020-021 REINFORCEMENT FOR INTERLOCK 6005-T5 - 58 - # 10 X I' F.H. SCREW FOR MORTISE LOCK 57/57 - 22 E5-5GD2020-022 INTERLOCK FOR LAMINATED GLA55 6005-T5 - 23 E5.5GD2020-023 ASTRAGAL 6005-T5 _ 59 - # 12 X I' P.H. SCREW FOR BUMPER 57/57 - 24 E5 -5G02020-024 TOP RAIL FOR LAMINATED GLA55 6063-T6 - 60 - flox X I' P.H. SCREW 57/57 - 25 E5-5GD2020-025 BOTTOM RAIL FOR LAMINATED GLA55 6063-T6 - 61 - 1/4-20 X 2-1/2' PAN HEAD SCREW 5T/5T - 26 E5 -5G02020-026 FIXED STILE FOR LAMINATED GLASS 6063-T6 - 62 DC791 DOW CORNING 791 SILICONE - 27 E5-5GO2020-027 LOCK STILE FOR LAMINATED GLA55 6063-76 - 28 E5-5GD2020-028 TOP RAIL FOR INSULATED LAMINATED GLA55 6063-T6 _ 63 DC983 DOW CORNING 983 STRUCTIJRAL 51LICONE 51UCONE- 29 E5-5GD2020-029 50TTOM'RAIL FOR INSULATED GLA55 6063-T6 - 64 - GLAZING SPACER AWMINUM HELIMA 30 E5-5GD2020-030 FIXED STILE FOR INSULATED LAMINATED GLA55 6063-T6 - 65 E5-5GD2020-055 FRAME SILL- 5 TRACKS 6063 -TG O a 31 E5-5GD2020-031 INTERLOCK FOR INSULATED LAMINATED GIA55 6063-T6 - 66 E5-5GD2020-054 FRAME FRONT SILL 6063-T6 - - Z 0 - c' n 32 E5-5GD2020-032 REINFORCEMENT FOR INTERLOCK INSULATED LAM. GLA55 6005-T5 - 67 E5-5GD2020-062 FRAME FRONT HEAD 6063-T6 - Z 3 = 0 > Zia 33 E5-5GD2020-033 LOCK STILE FOR INSULATED LAMINATED GIA55 6063-T6 - 68 ES-5GD2020-021 INTERLOCK REINF. FOR LAMINATED GLASS 6063-T5 - - > ON 34 E5-SG02020-034 HEAD (4 TRACK) 6063-T6 - - 69 ;r55GD2020-063 FRAME HEAD - 5 TRACKS 6063-T6 - o coW 35 ES-SGD2020-035 51LL(4 TRACK) 6063-T6 - 70 E5-5GD2020-064 FRAME FRONT JAMB 6005-T5 - D 36 E.5-5GD2020-036 FRAME 51LL COVER (4 TRACK) 6063-T6 - 71 E5-5GD2020-056 FRAME FRONT SILL 6063-T6 - (D r 37 E5-5GD2020-037 JAMB (4 TRACK) 6063-T6- 72 E5-5GD2020-061 POCKET DOOR CLOSER - 5 TRACKS 6063-T6 - W 38 FS-5GD2020-040 SILL PA15ER 4-3/1 G' HEIGHT 6063-T6 - 73 E5-5GD2020-065 JAMB - 5 TRACK 6063-T6 - 39 E52020-GOI GLAZING GASKET FOR LAMINATED GLA55 51LICONE. DURO 70 - 74 E5-5GD2020-071 REINF. FOR LOCK STILE LAM. GLA55 6063-T6 40 E52020-GO2 GLAZING GASKET FOR LAMINATED GLA55 511 -CONE, DURO 70 - 75 E5-5GD2020-068 FRAME FRONT SILL 6063-T6 - 41 E52020-GO3 GLAZING GASKET FOR INSULATED LAMINATED GLA55 51UCONE. DURO 70 - 76 AW -P-01 8 SUPPORT FOR HANDLE LOCK 6063-T6 - 42 E52020-604 INTERLOCK BUMPER 13LP.CK PVC, 60 SHORE D - 77 ALU -P-020 5UPFORT FOR HANDLE LOCK 6O63 -T6 - 43 E52020 -G05 GLAZING GASKET FOR INSULATED LAMINATED GLA55 SILICONE, DURO 70 - 78 E5 -W525-014 COVER -POCKET GOG3-T5 - 44 W23221 NG SILL, HEAD PILE POLYPROPYLENE - 79 E5-5GD2020-069 HOOK STRIP BASE 6063 -TG - 45 W231 71 NK INTERLOCK PILE POLYPROPYLENE - 80 E5-5GD2020-070 HOOK STRIP 6063-T6 - % G�'WANQ�4,�i -41Npp P.O. • Fl%aod EGISTRA M• FLY559 w �a pF �_ MAY 3RD, 2018 x x ��•. xcxo. AD16-29 BOM 57x x6F 59 BOTTOM. VIEW � BOTTOM VIEW HEA �Q • • • • .. .. . . . .. .. . • . . •• • 4 • • • • . . . ..... . . • • i • • •• •e• •• HEAD '� • BOTTOM. VIEW � BOTTOM VIEW HEA �Q • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • i • • •• •e• •• HEAD '� • • • • • • • ES-SG02020-001 _ •� •• • f PIN 0.190 SILL SILL ES-SGD2020-001 PIN 0.190 HEAD SILL SILICONE �Q ..m V om Z �� r VN z ma qmq Z G Wm a W.N W 2 o o m > a Z �� a 2 N 6� W < o 0 u eu } 9 oa v m m U � o: 0 o Ci � z � u; m o �w� '<LL c� O N g Z=`` -d §o�4 N In n N w � W (7 H w s Alvo0 •.f...fsff 'I ,��Q�•GENSE •.f• ��i a_ MEETING+.�PiN&& P.E;. FMiAID/C EGISiRA W. FL 4559 �a Is S�Flu AD16-0291 ON�� ISO MAY 3RD, 2018 r5;6759 59 . . ... . . . ... .. .. . . . .. .. . . • . . . . . . . . . . ... . . . • ... FRAME TOP CORNER 3 TRACK SHOWN M FRAME TOP CORNER 2 TRACK SHOWN FRAME BOTTOM CORNER FRAME BOTTOM CORNER 3 TRACK SHOWN 2 TRACK SHOWN PANEL BOTTOM CORNER MAY 3RD, 2018 •_ 59 OF 59 �m 50 NN O O ®< 1 Z 33 Lu m a N W Z $ Z O V u �m Z. -4. B W 5 o / � u eu p 3 U N Qo g J Z 3 ¢" 3 z�� m m w d U 'U F N W PANEL TOP CORNER c9 w PANEL BOTTOM CORNER MAY 3RD, 2018 •_ 59 OF 59 0 0 O O U 1 Z 49 N m O LL z p 3 Qo g J Z 3 ¢" 3 z�� o w N W c9 w w r PANEL BOTTOM CORNER MAY 3RD, 2018 •_ 59 OF 59 1 M IAM aDADE 0 DEPARTMENT OF REGULATORY AND E( BOARD AND CODE ADMINISTRATION DI NOTICE OF ACCEPTANCE Q . MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.sov/economy SCOPE: _ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentition submitted has been `reviewed and accepted by Miami -Dade County RER- Troduct Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated,below. The Miami -Dade County ProduotGontrol Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade Gounty) resermeft right to have this product or material tested for quality assurance purposes. If this pro1" of materta7 JUS to • • perform in the accepted manner, the manufacturer will incur the expense of such tMW And the'.m may • immediately revoke, modify, or suspend the use of such product or material within Vie O iurisdi ction.• RER ; • • •' reserves the right `to revoke this acceptance, if it is determined by Miami -Dade Go 00 0 Product' CAtrol ..... Section that this product or material fails to meet the,requirements of the applicable b{iu&& code... *0:00 • This product is approved as described herein, and has been designed to comply with ltksTloricla A ifding ; • • • ; • Code, including the High Velocity Hurricane Zone. :00:0: 0 00 000000 'eraes u' urrm : , nn n • APPROVAL DOCUMENT: Drawing No. W16-57, titled "ES-EL100 Alum Singl(f Wmg Wdw..(L M.1)", • sheets 1 through 10 'of 10, dated 07/13/16, with revision B dated 09/26/17, prepared by At-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. • r. �. $e,m,c LABELING:' Each unit shall bear a permanent 'label with the manufacturer's name or logo, BARRANQUILLA, COLOMBIA S.A., 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 oeany 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 bxpiration 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 manufactures or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0510.22 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 Jorge M. Plasencia, P. E. . • . • '��4 t : 'are 1p�x APPROYE3i Page ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0510.22 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-57, titled "ES-EL100 Alum Single Hung Wdw. (L.M.I)", sheets 1 through 10 of 10, dated 07/13/16, with revision A dated'04/21/17, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC; TAS 202-94 2) Uniform Static Air -Pressure Test, Loading per FBC, TAFA.302-94 .... • • 3) Water Resistance Test, per FBC, TAS 202-94:' • • 0 • • 00 4) Large Missile Impact Test per FBC, TAS 201'-9:4" " ' 0 0.0 5) Cyclic Wind Pressure Loading per FBC, TAS 2UY' 94 . 6666. 6) Forced Entry Test, per FBC 2411.3.2.1, and %,L% 202-9; '..' 6 • • • •• along with marked -up drawings and installation diagram of 81 Unum �Smgh hung • • •' .600.6 ltlo' window, prepared by Blackwater Testing, Inc., Test Report •"BT-ESW-17-018, , • dated 03/31/17, signed and sealed 6y Constantin Bortes, P.E. : • 0 0 • 00 00:0 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 0 0 :""' • 6666.. 2) Uniform Static Air Pressure Test, Loading p& -FM TAS 9CP,;94 • 3) Water Resistance Test, per FBC, TAS'202-94 4) Large Missile •lmpact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Test per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Architectural Testing, Inc., Test Reports No. F9504.01-450-18, dated 04/06/17 and revised on 04/25/17, signed and sealed by Justin P. McDonald, P.E. C. CALCULATIONS 1. Anchor verification calculations and .structural analysis, complying with FBC 51h Edition (2014), dated 04/12/17 and revised on 04/21/17, prepared by Al-Farooq Corporation; signed and sealed bynJavad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-1114.07 Expiration,Date: May 04, 2022 Approval Date: January 18, 2018 E-1 ES Windows, e: LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayer" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers •vyith PET Core" dated 06/19/14, expiring on 11/11/18. '....• •••••• ' 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Che&ical2CompanyQVIA) •, for their "Saflex HP Clear or Color Glass Interlayers" dated -06#19/14, exliring on • •' 04/14/18. ••••'• •••••• .... . .. ..... • F. STATEMENTS ...... ... ..... 1. Statement letter of conformance, complying with FBC= 5th Edition• (2014)' anti of nd • • • : • financial interest, dated April b, 2017, prepared by Al-Farooq C8i'1Sai ation signed and. o •„• • Is• sealed by Javad Ahmad' P.E. 000000 ...... G. OTHERS • • 1. Distributor Agreement, dated 02/21/17, signed by Carlos Garcia (Cl Energia Solar SA) and by Evelyn Daes (ES Windows). 2. Test proposal # 16-0651-B, approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W16-57, titled "ES-EL100 Alum Single Hung Wdw: (L.M.I)", sheets 1 through 10 of 10, dated 07/13/16,, with revision B dated 09/26/17, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. E-2 ;51orge M. Plasencia, P. E. Pro uct Control Unit Supervisor NOA No. 17-1114.07 Expiration Date: May 04, 2022 Approval -Date: January 18, 2018 ES Windows, LLC NOTICE OYACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. - *006 3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Companp• MA).... ; • , for their "Saflex HP Clear or Color Glass Interlayers" dated'09l01/17, qq hig on ' • 04/14/18. 000:0* 0000.. 0000.. • 0000.. F. STATEMENTS • 0000 .. 0000. 1. Statement' letter of conformance to FBC 5th Edition (2014)• Vd• YBC jtr OEditiod ; "•'' (2017), dated 09/25/17, prepared by Al-Farooq Corporation,* %JA Sd and' s haled b;* , Javad Ahmad, P.E. 0 0000.. 0000.. • 0000.. G. OTHERS • ' 1. This NOA revises NOA 416-0510.22, expiring on 05/04/2022 ge M. Plasencia, P. E. Produ cecontrol Unit Supervisor NOA No. 17-1114.07 Expiration Date: May 04, 2022 Approval Date: January 18,2018" E-3 1/8' TEMP. GLASS 1/8" TEMP. GLASS V 3/8' AIR SPACE 5/16" NR SPACE I 1/8' HEAT STREND. GLASS �t/8' HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS i/8' HEAT STREN'D. GLASS I 3: 090' Interlayer 090' Interlayer 090' Interloyer 090' Intedayer I Q a Troe3d PVEI Trosifd PVB TromYd PVB Trasifol PJB ! BY 'Kuraroy America, Inc.' By 'Kuroroy America, Inc.' By 'Kuror:oy America, Inc.' BY •Kuraray America. Inc.' L a OR OR OR OR l p 090' Interlayer .090' Interlayer 090' Interlayer 090' Interlayer Sentryaw SentryGlm;-SentryGlas Sentryalas q 8y 'Kuraray Americo, Inc.' By 'Kuraray Americo, Inc.' fiY 'Kuroray Anferica, Inc.' By 'Kuraray Americo, Inc.' tWo OR OR OR - . :, OR C C 090' krbui er 090' Interlayer .090' Interlayer 090' Interlayer O �j po Sa11ax Clear And Color Glass son- Clear And Color Glass Saflex Clear Md Color pose Sail- Clear And Color Galas By 'Eastman Chemical Co.' By 'Eastman Chemical Ca' By 'Eastman Chamical Ca_' By 'Eastman Chemical Co' R OR • OR OR OR O' G — W o 075' Intxlayer 075' Interlayer 075' Interlayer 075' Intsrtayer O a. c p s Saflex CP With PET Core Saflex CP With PET Core Saflex CP With PET Core Saflex CP With PET Core O '8 ru F dd3 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman CRemlcn! Co.' By 'Eastman Chemical Co' W a C i/8 -_HEAT STREN'D. GLASS *J, - STREN-D. GLASS 1/8' HEAT StREN'D. GLASS 1/4' HEAT STREN'D. GLASS 4, L9 c SIUCONEONE r SILICONE SILICONE `y Z W DOW CORNING 795 y CORNING 795 i OOW CORNING 795 pp. DOW CORNING 795 � ry a r'e DOW CORNING 983 CORNING 983 DOW CGRHMG 983 F w DOW CORNING 983 m DOW CORNING 2400 CORNING 2400 m DOW CORNING 2400 m _ DOW CORNING 2400 s (HOT MELT) M" N (HOT MELT) rn (HOT MELT) MI 1 o o Et AT 1/4 POINTS ON lf1ESINTS ON LTTES M4 AT i/4 POINT$ Sr M4 AT 1/4 POINTS J wWIDER THAN 36" ONLY 36' ONLY w ALL SIZES ww ALL SIZES N GLASS TYPE '1' GLASS TYPE '1i' GLASS TYPE '2i' '•`-' 5/16' OVERALL LAM. (LASS 7/8' OVERALL INSUL LAM. GLASS 7/8. OVERALL INSUL LSM. GLASS 0 GLAZING OFTIONS z SEE SHEETS 2 AND 3 FOR DESIGN LOAD CAPACITY. r I APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 5J16- & 3/8- AIR SPACE CONSISTING OF: n COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WTIH OTHER SPACFI?: WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 'HEUMA' LOW PROFILE ALUMINUM SPACER MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. BY 'UNGERMANN GMBH' =LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL AROUND THE PERIMETER OF THE GLASS, WILL APPLY TO ENTIRE SYSTEM. PERIMETER SEALANT: $ o C SILICONE j a of THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOW CORNING 791 REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (5TH EDITION) FLORIDA GE 2000 m BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZZ m 1BY OR 29Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSiAUED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS .. TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DEfA,'LS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE • • • • • • • • • • • • MATERIAL SHALL BE BEYOND WALL DRESSINGI OR STUCCO. • • • • • • • • • • o o �,e A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • AH • • • • • • • • • • • • ' `��71 t-^ ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. • • • • • • • • e"J MATERIALS INCLUDING BUT NOT UNITIES To STff1/MEPRODUCT REVISED AL SCREWS. THAT "cgnPlyiag with Me Florida y COME tt4TQ CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MTHE Building Zode — r �., REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS KOA44o. 17-1114.07 THIS PRODUCT APPROVAL IS -GENERIC AND DOES NOT PROVIDE INFORMATION • • • • • • • �— Q'_ �. -ti c FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY • • • • • on mete 5A04/l022 �� (t/� OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR • •- • • • 1!w1w=-W—!� WATER INFILTRATION RESISTANCE ETC. �r:•�:CONDITIONS NOT SHOWN IN TINS DRAWING ARE TO BE ANALYZED SEPARATELY, THESE WINDOWS PRE RATED FOR LARGE &SMALL ML�SILE IM�P�T.••4Iliap ue�i it AND To BE REVIEWED BY BUILDING OFFICIAL SHUTTERS ARE NOT REQUIRED. • • • • • • • r�7hit 11t�i1t�`` sheet i of 10 ••• • • • • ••• • • O.LO. (YM 5D VENT WWTH NOTE: GLASS CAPACITIES ON THLS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 MINS APPLIED; ISED sa T/8• V WINDOW WIDTH �Y 3 14•MAX HEAD 6• MAX. HEAD O t P1 I CORNERS SILL A zi a 9 go�'o c D w 2 m n z 3 U I I e 1 11 I I 4 1.1 *4 C � y14'' A. g n MAXIMUM DESIGN LOAD RATING = + 80.0 PSF J (FOR SIZES SHOWN ABOVE OR SMAL,LM) — 80.0 PSF SILL HI—RTSE,FRAMR Sal - v FOR ALTERNATE SIZE UNITS MAX FRAME AI• para O 13 NOT TO EXCEED TESTED FRAME AREA 128.04 SQ. t.olAlsB- -DTrj • f 8zaLI 4 W "m x r m 50 1/8' • • • •• PRODUCT REVISED - I es comp with tha Florida w (zl m ^ n Nloa-+to. 17-1114.07 • • • • • • E-PImtlof o -aa 0412022 w C � y14'' STD. FRAME SILL MAXIMUM DESIGN LOAD RATING = + 80.0 PSF J (FOR SIZES SHOWN ABOVE OR SMAL,LM) — 80.0 PSF SILL HI—RTSE,FRAMR Sal - v FOR ALTERNATE SIZE UNITS MAX FRAME AI• .i n NOT TO EXCEED TESTED FRAME AREA 128.04 SQ. t.olAlsB- -DTrj • f so- a 50 1/8' • • • •• PRODUCT REVISED - VENT WIDTH es comp with tha Florida w n _. TYPIGAI El I LJ ~ EQUAL-LITESEQUAL LTTES �rT�--�--T- FLANGE FRAMES WITH FLUSH ADAPTER FLANGE FRAMES WITH FIN ADAPTER � ' i I I � o I u o 0 0 70582 6 i YV STATE OF 4 STD. FRAME SILL MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMAL,LM) — 80.0 PSF HI—RTSE,FRAMR Sal - FOR ALTERNATE SIZE UNITS MAX FRAME AI• • • • • • NOT TO EXCEED TESTED FRAME AREA 128.04 SQ. t.olAlsB- -DTrj • f so- •• ••• •• • • • •• PRODUCT REVISED - es comp with tha Florida BuBdiog Nloa-+to. 17-1114.07 • • • • • • E-PImtlof o -aa 0412022 • • • • • •• • • • • • • • • • Mi t Con4'ol • 000 0 0:0 • • • % • • • • • • • • • • • • • o I u o 0 0 70582 6 i YV STATE OF 4 53 1/8" iDOW WIC D ED. (FLX L11E) 21" MAX. A HEAD 4 II 11 II --=1r-- ter ---- n II it '� n 11 I I It If II it II II II D II 4 u 4 +7 1/2" u.w. yrcrvlA s0 1/8" VENT WIDTH TYPICAL ELEVA —OON UNEQUAL LITES (ORIEL TYPE) FLANGE FRAMES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 53 1 /8" iDOW WR 63 1/8" U w WINDOW WIDTH 14" Z 3 MAX 0 m • 6" MAX HFi1D HEAD/SILL A f CORNERS 7 a Q v O O D 0 7 TO "3 0 z 3 µ�y�1 Ir Eli n 0 Ai o IL 0 � o-dE9 avv-) So ama�E � p� m 3 z r U W -F I UNEQUAL LTTES (ORIEL TYPE) UNEQUAL LFTES (ORIEL TYPE) FLANGE FRAMES WFTH FLUSH ADAPTER FLANGE FRAMES WFFH FIN ADAPTER w 4 MAXIMUM DESIGN LOAD RATING = + 60.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 60.0 PSF o STD. FRAME Snl Wa v MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOP, SIZES SHOWN ABOVE OR SMALLER) — 80.0 PSF RT—R15E FRAME Sal • •••• • • • • •• ESQ OnH OPERATING VENTS CAN 8E 1/2 7D 1/3 OF WINDOW IiEIn•• • • • • • • • � �>'>'v � a IMX. D1. OPO. FOR FIXED LITE NOT TO EXCEED 15.7 SQ FT. o < m FOR ALTERNATE SIZE UNITS MAX FRAME AREA OF WINDOW • • • • • • • • • • • • • \\V`y11�1t1�1 V IA c, !AAAA/i i� NOT TO EXCEED TESTED FRAME AREA OF 28.04 SQ. I,- OR 11/13 MDTFI! • • • • • • � JC!°'• � e • • • • • • • • • • • ��• VO�'' :°Q •I PRODUCT as com v�itfi.Me Florida 1_ 70582 _ Pyymp� • • • • NOA--NciOode 17.1114.07• • • • f E41m1ti--bate 09104}2022 • �j� • • • • • • • `�®.'OF =�iw OR10to" • • • • • Mi a rode tr • �� VAT'/ �`�� • • • • • • AA4OTIIIN1yy shut30f10 C 14" m Lj J J w � 7 S� fit '� 0 o a- U ••• C+' • • VENT WIDTH • • - vi W -F I UNEQUAL LTTES (ORIEL TYPE) UNEQUAL LFTES (ORIEL TYPE) FLANGE FRAMES WFTH FLUSH ADAPTER FLANGE FRAMES WFFH FIN ADAPTER w 4 MAXIMUM DESIGN LOAD RATING = + 60.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 60.0 PSF o STD. FRAME Snl Wa v MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOP, SIZES SHOWN ABOVE OR SMALLER) — 80.0 PSF RT—R15E FRAME Sal • •••• • • • • •• ESQ OnH OPERATING VENTS CAN 8E 1/2 7D 1/3 OF WINDOW IiEIn•• • • • • • • • � �>'>'v � a IMX. D1. OPO. FOR FIXED LITE NOT TO EXCEED 15.7 SQ FT. o < m FOR ALTERNATE SIZE UNITS MAX FRAME AREA OF WINDOW • • • • • • • • • • • • • \\V`y11�1t1�1 V IA c, !AAAA/i i� NOT TO EXCEED TESTED FRAME AREA OF 28.04 SQ. I,- OR 11/13 MDTFI! • • • • • • � JC!°'• � e • • • • • • • • • • • ��• VO�'' :°Q •I PRODUCT as com v�itfi.Me Florida 1_ 70582 _ Pyymp� • • • • NOA--NciOode 17.1114.07• • • • f E41m1ti--bate 09104}2022 • �j� • • • • • • • `�®.'OF =�iw OR10to" • • • • • Mi a rode tr • �� VAT'/ �`�� • • • • • • AA4OTIIIN1yy shut30f10 ••• • • • ••• • • Cfj&ks `tAr '; V -------------------- ------------------ n METAL j I MWAI-NODE COUNTY APPROVED I m EDGE 517UCTURE I MULLION k MUWON ANCHORS DIST. EDGE qST.- i l SEE SEPARATE N04 I 0 h 4Ya. t f •` gg4�`-2 z 1 EDGE DIST. i i F a 0 - -- Q C 'V.. U gig m .1r ,I:tr•c �. Y° �.�,. r"i � �- 3 s 3 � � � C � cr TYPICAL ANCHORS 0 SEE ELEV. TYPICASEE L ANCHORSTYPICAL SEE ELEV. G ru $ d• FOR SPACING FOR SPACING FOR SPACING z02 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S.. WINDOWS Q MUST SUSTAIN LOADS IMPOSED BY GING SYSTEM I AND TRANSFER THEM TO THE BUILDING STRUCTURE. I NEEPHOLS- TYPICAL ANCHORS: SEE ELEV. FOR SPACING a I WI = 1-3/8" X 1/4" WEEPHOLES AT 4" FROM EACH END emm mm in ME® 3 oPTaMAL TO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o Mit SPRING LATCH 3 m 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) z � w ? N � N72 3 I DIRECTLY INTO -CONCRETE OR BLOCKS g is i' %cl 1-1/4%MIN. EMBED INTO CONCRETE (HEAD/JAMBS) � O C) M -1/ 4" MIN. EMBED INTO BLOCKS (JAMBS). n 1 i - Z o P4 OR I w � LO J INTO METAL STRUCTURES (HEAD/JAMBS) tJ n Q (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE cW, j = ALUMINUM: 1/8" THK- MIN. (6063-T5 MIN.) W di o`S STEEL: 1CON CONTACT MIN. (Fy = 36 KSI MIN.) w j I 5S I ,' (STEEL IN TPCT NTiH ALUMINUM TO 8E PIATID OR PAINTED) i TYPICAL EDGE DISTANCE c ? Q IMO CONCRETE AND MASONRY n 2-1/2" MIN. o IMO WOOD STRUCTURE 1" MIN. of j uto y aF M, f +t INTO METAL STRUCTURE _ 3/4" MIN. u•� a }} Y Y I � � _, "ht T t '_i'•S Y hs •.� ` *�.� WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. Ia 'I -I u5 `: A '* s r„rt T. •it3. h ,A i CONCRETE AT READ, SILL OR JAMBS fc - 3000 PSI MIN. n n n C C-90 HOLLOW/FILLED BLACK AT JAMBS fm - 2000 PSI MIK - Ms Tzy �� ' •a • •• • • • • • `tttttl IrrT r� fb o < m t max" a -? PRODUCT REVISED r Y as complying with the Florida N. 70MBuRdh�- s ode M AMo Com' 117-1114.07 "rr'102E4 RE • .' � •+ *yc� °. On <S' �'L� yr „rv' �a� 3• • • • • .� STATE QF 4�� drawing no. '.. -p _�';• + F' 'ryCt elf., ham+ •`- 42 • `4 • 6 • • -.!2 P �`� �s w1 .• u • 1*• �.i •. * s pato,..• W16-57 • M' ueor • '. ��,.• ' r�rtrrllttttt sheet 4 of10 ••• • • • • ••• • • • • • • • • • • • • • TYPIC l FOR SPACING O 1 ANCHORS LEV. PACING � Y.V m m 0� ba a on -- 8 un yy' ci aid b' .0?,:A oq t't t v i ✓a�pt.e 44e kxn "l S � ��5 IGH s�y€rc "^ .'yw•sly�/1� �` z IYPICMLANCIN,�tS +rw.\�i^,NWW W:DTit,4'��,-�ti,`��l.�=�➢. �b�R4C�iA �''�,� o Z�-t �o a EL ANCHORS ;EE AFF atv. SDR SPACING 53 o�� Ua U ZiO I a � • • • Ptt&DU& REVISED or• as complying with the Flida S BaHdhrg Gad. NOw--No. 17-1114.07 ? {r • • • • • -A- tori •t 2 • • ��LLdd��ii s (� § • • • • • • • •®• STATE • Ftoltto* j,�'• W16-57 �� IIDj�I A�t\\�� sheet= ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• r • • • ••• • • t/+' MAC(. s 3 - -n O • y�UI p N MET,ti MWAI-DADE COUNTY APPROVED m EDGE DST. y-TRU�RE MULLION & MUWON ANCHORS SEE SEPARATE NOA Z zm 3 q ALT. EDGE DISE. 6 9 fn o pN�3y� V TYPICAL ANCHORS O �jj0 _j� w 3 Z o SEE ELEV. FOR SPACING" µmi 2 E75 m EIS 0 ti - irMgt \ • • • U21 • Q L O • Mgt TYPICAL ANCHORS 7YPIW. ANCHORS �: Z g SEE ECI S[J_ ECF/ age FOR SPACING FOR SPACING Q W W f n 1 n � m a n WINDOW WIDSH = v Z � N virn� ••• • • SHIMS D EIS • a V r'�tTm ALT. o z 3 TYPICAL ANCHORS _j� w 3 Z o SEE ELEV. FOR SPACING" N P J ` M21 • • • • • • • • • a age P WINDOW WIDSH • • •• • • • • • \\t\IltIllf"I g<m INSTALLATION DETAII3 {KITH FLUSH FRQ9! ADLrP.�ER • • • s _.'• • • 'P ; ' FxsF' SEE SHEETS 4 R 5 FOR WINDOW DEfAlLS PRODUCT REVISED �- . 70522 . 0,.Iemng Cyiong�wltA the Pioridakft •• • • 4,i.eo, Date 0503"022 • STATE OF drawing no. • • • • • • • B• • • • • •y �D�,,•• �i d`�� 2AiJ,®("�E\�,\�� W 6-57 • • Mla roduet Control • SIU -11I \\\\ aheei 6 of 10 ••• • • • • ••• • • • • • • • • • • • • 1 TYPICAL ANCHORS SEE ELEV. ILLUSTRATIVE DTLS. ONLY FOR SPACING D(T, OR INT. nNISHES lull a, TYPICAL ANCHORS: SEE 0". FOR SPACING - INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD MH OA W21 Ir 122 AND 12 O -C- 1AAX- mcc GAP J DoLLJ in 10 FOR SPACING WINDOW WvTli Ell 0 FIN nAXQ AD MT SEE SREETS 4 5 FOR WINDOW DETXLS PRODUCT REVISED 70M a 4ing with the Rod" 17-14114.07* SEE ELEV. MR SPACING. NAL,, 1.TRM / PAICf / REQD. DESCRIPTION MAT2R= MANE./SOPPLJXR/RRMARKS E1 E5-EL101A 1 FRAME HEAD 6063-76 - E2 ES-EL102 1 FRAME SILL (STANDARD) 6063-T6 - E3 E4 -F1103 1 FRAME SILL (HI -RISE) 8063-T6 - E4 ES-EL104 2 FRAME JAMB 6063-T6 ES ES-EL105 1 VENT. TOP RAIL - 6063-16 - E6 ES-EL106 1 VENT BOTTOM RAR 6063-T8 - E7 ES -ELI D7 2 VENT SIDE RAIL - 6063-T6 - E8 ES-EII08A 1 FD= MTG, RAIL 6063-T6 - E9 ES -a -I D9. .AS ROD- aAZNG BEAD (5/16' LAA- GLASS) 6063-T6 - E70 ES -Ell 10 'AS ROD. CLAZNG. BEAD (7/16' LAM. CLASS) 6063-T6 - E71 ES-EL711 AS ROD. GLAZNG BEAD (INSUL LMA. GLASS) 6063-T6 - E12 ES-EL712 ,A6 REQD. FLUSH FRAME ADA -TER 6063-T6 - E13 ES-EL113A AS REQD. HEAD SCREW COVER 6063-T6 - E14 ES-EL114 AS MD. AMS SCREW COVER 6063-76 - E15 ES -E-1 15 AS. READ. FLUSH FRAME ADAPTER WITH FIN 6063-76 - - M7 ES-SODBAAS.REQD. GLAZING BEAD BULB SILICONE OUROMETER 65t5 SHORE A M2 ELIGO-GO1 AS F6:QD. VENT BOTTOM. GASKET EPDMDUROMETER 6523 SHORE A M3 8D -372A ij LITE SETTING BLOCK AT 1/4 POINTS (WI. GLASS) SILICONEDUROMETER- 8015 SHORE A ,{4 EL10G-BO7 2/ LITE SETTING BLOCK AT 1/4 POINTS (NSUL LAM. GLASS) SILICONE DUROMETER 8O -t5 SHORE A MS O300T190 AS REOD. Q-LON2 WEATHER SEAL AT SILL URETHANE FOAM - M6 23211NG AS REOD. PILE WSTRIPPING WITH PLASTIC FIN POLYPROPYLENE - M7 ES-EL1154/ VENT VENT TOP GUIDE (SPIRAL BALANCE) . _ CELCON - M8 ES--EL716 2/ VENT VENT TOP GUIDE (BLOCK do TACKLE BALANCE) CELCON - M9 SKOB-4010 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH MIDES-1012 2/ LATCH LATCH SPRING ST. STEEP - MIT SL302-XX 2/ VENT - SWEEP LATCH DE CAST ALUM - . M12 FAS255129 2 WEEP HOLE COVER NYLON - M13 M14 SERFS 86 15Ptg 2/VENT- 2/VENT BLOCK & TACKLE BALANCE BALANCE TAKE OUT CUP CRS ST. STEEL - - M15 - • 2/VEFR SPIRAL BALANCE CLASS 5 CRS - M16 21803 - NON TILT Si. STEEL - M17 ES-DG4 2 VENT GUIDE_ NYLON - M18 ES-1000-PIL _ LEFT NOTCH CAP NYLON r - M19 ES -1000 -Pi R MGHT NOTCH CAP NYLON - M20 PETTDIENTE SASH STOP M21 06 X 1- - FLUSH FRAME ADAPTER ASSY FASTENERS ST. STEEL FH SMS M22 08 X 1- - FRAISE AND VENT ASSEMBLY FASTENERS ST. STEEL PH SMS M23 010 X 1-1/4' SPIRAL BALANCE ASSEMBLY FASTENERS Si. STEEL 'FH SMS M24 06 X 1/2• VENT GUIDE ASSE1 Y FASTENERS ST. STEEL FH SMS M25 18 X 3/4" SWEEP LATCH FASTENERS ST, STEEL FH SMS M26 06 X 1/2' - _ NDN TILT FASTENERS ST. STML PH SMS g' "I �' • • • s • • • • • 111j77111TI/A � < PRODUCT REVISED Rorida A o e9 eealPhda9 with the BaBding Cods NOA -14o, 17-1114.07 • • • • • Eby ration a 0510 !�2 • • • • �! . • • • • • .. i i 0=� \: ps :. STALE OF owo!•: •' ��:W16-57 �i'sC].- FcAL d - % o amwktgo DO. uct I • • Al,i,n 117 ;sheet 8 of F-2.917 I 050 -662 �. 1.562 .719 .b25 062 2567 Et FRAME HEAD �12 I 062 TYR 2917 2.857 .500 .62•i - 2.780 E12 - FLUSH FRAME ADAPTER 1.42e 1.500 .063 .500 , all625 �� .645 2.780 • 3 12- O N a v o O'a�0i o O < .ui 9 ,r q I Q 3 m ff z.ta7--I 2.612 E4 FRAME JAMB 1.1671 2-049 ,374 062 3.141 .062 M. 1.407 TYR 2313 2.914 Et5 -LUSH FRAME ADAPTER WITH FIN .639 FIX. MEETING RAIL .875 1.474 I'---2.917 O FRAME SILK (STANDARD) J' J Z J rn to N N n �. M S 3'Z� m w � 1 /n T •050 1.313- l 1.938 H,C62 Es VENT TOP RAIL 1'014 6 75 1 3.141 062 1YP. .078 3-184 �{ 2.347 .062 2148 , 1313 i1 050 TYP. 187 VENT BOTTOM RAIL OFRAME SILL (HI-RISE) r-1.122 1 A76 .1711•.421 - SPRING LOADED LATCH .633 St9-t{�-�� r ' T �j j .625 P504 .625 425!62..040 }-----I --i ...102 O E1Q GLAZING BEADS •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • ! ••• • �-- t35 PRODUCT REVISED r n+compFying Alh the Flcrid• BnDdhlg Coda 7-r Noa-No. 17-1114.07 �-- • • E:Or•Hon Das 5/04J20Q2•••owing ti '�2 :. • t By 0 • t • EI1 9• 0 • • 0 - \\1Ulf tll//�// '•• _ / , Ci11'•. p•��j // 7 111 NA jtt�tl\�� ung { r r I ch ^m�. - � � a oic c n e o 6 040 2'7 'L+ 11.740--�1 HEAD SCREW COVER1,19 -� 1.187 .C62 t 260 E7 VENT SIDE RAIL .3oe- I- ISIf '6z5 Et4 JAMB SCREW COVER no. I i� 1 6-57 sheet g of 10 . . ... . . . ... .. .. . • . .. .. . . . . . . . . . . . I ' I I � VENT BOTTOM CORNER 4 J FRAME BOTTOM CORNER FlN FRAME ADAPTFR CORN�i PRODUCT REVISED � wfW the Florida 6ullding Coda Noa-No. 17-1114.07 Eaplratlon Da 5 10 412 0 2 2 By Illlam uet Control o _im pl 9'0- 70stn .... .... drawing no. .. .. W16-57 sheet 10 of 10 Itt��\`\` IONAL . . . . . . . . . . • • • • • • • • • • i"t • • • • • Ij 000 I VENT TOP CORNER � FRAME TOP CORNER ' I ' I I � VENT BOTTOM CORNER 4 J FRAME BOTTOM CORNER FlN FRAME ADAPTFR CORN�i PRODUCT REVISED � wfW the Florida 6ullding Coda Noa-No. 17-1114.07 Eaplratlon Da 5 10 412 0 2 2 By Illlam uet Control o _im pl 9'0- 70stn . STATE OF ' drawing no. W16-57 sheet 10 of 10 Itt��\`\` IONAL is yyyy'��`i ij M IAM I•DADE a � DEPARTMENT OF REGULATOR BOARD AND CODE ADMINISTRAT (� NOTICE OF ACCEPTAN MIAMI -DARE COUNTY PRODUCT CONTROL, SECTION (RER) 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 3 15 -259 9 www.miamidade.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations gbve""ming the use of construction materials. The � documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the'AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or maferia4-fails to , perform in the accepted manner, the manufacturer' will incur the expense of such:esti r& and the•Af J may • • •; • immediately revoke, modify, or suspend the use of such product or material within'theiz'jurisc ilt q% RER •. reserves the right to revoke this acceptance, if itis determined by Miami-Dade'Z'ounly Product' Control""" Section that this product or material fails to meet the requirements of the applicableluifMg code. • • :0000: This product is approved as described herein, and has been designed to comply evjtJ1, the FlojdaA1 ilding • • • • Code, including the High Velocity Hurricane Zone.' ' . ...... .. . ..... • • • • • as. OO7 G •• •• sib • 0000•• • 0000•• - • APPROVAL DOCUMENT: Drawing No, W16-73, titled "ES-EL400 Alum. Slii;n Glgss Door �L.M.L)"i • • • • sheets I through 23 of 23, dated 11/28/16, with revision A dated. 07/12/17„ prepared by "It1'arooq. Corporation, signed and sealed by Javad Ahmad, P.E., bearing theMiami-Dade Wunly Product Control:" Approval stamp with the Notice of Acceptance number and approval date by the Miami -15 de County Product Control Section. LABELING: Each unit shall bear a permanent labelwith the manufacturer's name of logo, Baranquilla, Columliia; S.A., series, and the 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 consists of this page l and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. AM MlAMI•DA[3E COUNTY '1 t t"1 rova Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-73, titled "ES-EL400 Alum.Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23; dated 11/28/16, with revision A dated 07/12/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC, and TAS 202-94 • • • • • • 6) Large Missile Impact Test per FBC, TAS 201-54. ' •" "•':' 7) Cyclic Wind Pressure Loading per FBC, TA 201-94 • • • • along with marked -up drawings and installation diagram of an�Jy.�inum sliding glass. . door, prepared by Blackwater Testing, Inc., Test Report No. BT.SSW-17.009 -dated • 06/15/17, signed and sealed by Constantin Bortes,''P.E. with Lettefef Clart canon ••;••. issued on 07/13/17, signed and sealed by Constantin Bortes, P.9.: • •: . 00 . •. "•' • .. .. .. . ...... C. CALCULATIONS • ' • . . . . ...... 1. Anchor verification calculations and structural analysis, complying%ithWICAC' ...... Edition (2014) and FBC-6th Edition (2017), dated 06/20/17 antrredised calU7/13/17,• prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, Pt* • 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glass® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18: 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Co. (MA) for their "Saflex CP — Saflex and Saflex AP Composite'Glass Interlayers with PET Core dated 06/19/14, expiring on 11/11/18. Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOANo. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"'Edition (2014) and FBC-6t" ' Edition (2017) dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of no financial interest, dated 07/12/17, issued by. A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 3. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. 4. Laboratory compliance statement for Test'Report No. BT-ESW-17-009, issued by Blackwater Testing, Inc., dated 06/15/17, signed and sealed by Dennis Duffy, CEO. 5. Proposal No. 16-1478 issued by the Product Control Section, dated 11/17/16, signed by Ishaq Chanda, P.E. . • • • • . . 0000 0000.. 0000.. 0000.. 0000 0000 .. ... .. . 0000.. 0000... 0000.. Jorge M. Plasencia, P.E. Pro et Control Unit Supervisor NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 k E-2 DAYLITE OPENING WIDTH: PANEL WIDTH - 5.685" DAYUTE OPENING HEIGHT: PANEL HEIGHT - 5.813 PANEL HEIGHT = DOOR FRAME HEIGHT - 1.250" e -4- THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. t THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING'HIGH VELOCITY, HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS -AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE 'MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BUILDING CODE & ADCPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING .AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. • CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL POCKET JAMB ANCHORS G c 15" MAX. 6' � HEAD TYR HEAC ANCHORS AT INTERLOCK ENDS 6" MAK 3 CLUSTER OF 4 OR 6 HEAD ADDL SEE SHEET 6 CORNERS PAIR FOR QUANTITY & CAPACITY 2 TRACK • 6• FRAME HEAD Z q• 0, N 0 O 0 �iwm tl ovi� cr o 0 IL a AyA wO m �0 8 fi fY �0 N Q N1 V) o Z002 a Q�mf m 2 TRACK FRAME JAMB � z � -� 2 TRACK' FRAME SILL ° - • 6• • SILL ANCHORS • u • • SILL CORNERS 15" MAX. AT INTERLOCK CLUSTER OF 4 ENDS • •• •• SILL TYP. iu • ••• • 0 INSTRUCTIONS: • • • • • • • • • C USE CHARTS AS FOLLOAS • • • • • • • • • • ,. `�1t 1111!1!1 iYi c STEP 1 DETERMINE DESIGN Al? LOAD "QDIREM&T•BASECP • • •• �� ••••' ' O� ••. ON WIND VELOCITY. BLDG, HEIGHT, WIND 20NE USING -APPLICABLE ASCE 7 STANDARD. . PRODUCT APPROVED as compl with the Florida STEP Z DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 5 FOR THE REINFORCING OPIA(PI•ISED. • • • • • V Building Code NOA-No. 16-0617.02 2 _ - STEP 3 USING CHARTS ON SWEET 69SE1ECT AN%HOP*OPTIOY • WITH DESIGN RATIN• MORE W OGSIGN ICAO S&ECIFED • • 1p4-11 Date 07/20/2017 • ATE OF �� /, - drawTng no. IN STEP 1 ABOVy • ••• • • • • • • • �% Nl�m a uc on ro �� i�ci'/ • �� W16-73 STFPTHE LOWEST VALU' RESULTING FROM STEA 2 ANC•3 5 ��TT ®�� sheet 1 of 23 SHALL APPLY TO ENTIRE SYSTEM. T11V` • • • • • • • • • • ••• •• • • • •• •• e. ••• • • • ••• • 0 m xx U Oo K�ZZZ 6 N m � woo POCKET JAMB ANCHORS 15' MAX. 6" HEAD ANCHORS • HEAD TYP� AT INTERLOCK/ASTRAGAL ENDS 6" MAX is 3'CLUSTER OF 4 OR 6 • HEAD z gODL SEE SHEET 5 CORNERS � � .PAIR TY & CAPACITY FOR OUANT - . 2 TRACK FRAME SILL FRAME HEAD IT 2 TRACK FRAME JAMB u m 3 0� m Z W ryry a oo`o a d" v0 OREM $ IL0c d ply p Q w0 0-- {6'== m O 4 W m N v I K � O D N v -i J w z o 3rn�^ a w vi 0 w W n:2 • • • • • • • • • • 2 TRACK • FRAME SILL u a • •• •• • • • 6" MAX.m SILL n 15" L'�� SILL ANCHORS AT INTERLOCK/ASTRAGAL ENDS • • • ••• }^'••' • CORNERS SILL CLUSTER OF 4 .1 - • •• i•• • f • • • •• Oo TYPICAL ELEVATION • • • • • • • • • • • • • • • • • • • • 11111111) 0 0 ox-xo • • • • • • • • • tTtt ` ��, ��,� •I PRODUCT APPROVED as compl& with the Florida .`� )�:•'tt ENSF ' m a Building Code •_ I • • NOA-N.. 16-0617.02 7 7059e n r g • • • • • • • • • • • • • gppr%rat Dat07/20/2017 - _ - • • • • • • • • • • • • • • • • BL' • I�amr a ro uc ntror OF drawing no. • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m KAl oma �} p ui •i U Dao<° 15" MAX. 6" I 'V mTd a 3 TRACK `K HEAD TYP. CLUSTER OF 4 OR 6 'f 'U N�0 (gN• _W POCKET JAMS ANCHORS PANEL WIDTH DOOR FRAME WIDTH oma �} p ui •i A C Dao<° 15" MAX. 6" HEAD ANCHORS AT INTERLOCK/ASTRAGAL EKDS 3 TRACK HEAD TYP. CLUSTER OF 4 OR 6 N�0 (gN• _W �& 3' SEESHEET 6 Qwmf �' � • 6 0' vN FO".._ITT, & CAPACITY • 0 HPAIR FEAD JLA4DDL • •• N6 a ;ORNERS •..� 3 TRACK FRAME HEAD U 0 v ni �o IL = 00)M r iNWu t Q 0 m 279 9/16' NP. Q m PANEL WIDTH DOOR FRAME WIDTH oma �} p ui •i A C Dao<° 3 TRACK I li n n II N�0 (gN• FRAME SILL �& II 11 u ---ir- -�r-- Qwmf �' � MIN. • • • 0' vN I u n • n u / F •• cam' al JU J • •• mK •..� U ni �o = 00)M r 'm o Q 0 m i 8d 3 TRACK ii ii L LIn¢J FRAME JAMS m p PRODUCT APPROVED '� •II as complying with the Florida 05 n o • Building Cod YOA-No. 16-0617.02 III II II a n • • • • • • • • • •Approval Data 07/20/2017 = ��------ 'I'E " • • • • • • • • • • • •• • • II 11 OF ((/` oR1o�.: ` �� drawing n0. rd,. W 16 —73 %��9dR+L1E�� sheet 3 0f 23 B D FALSE MUNTIN OPTIONAL 42 1/2- /2"42 42 1/2" D.L OPG. D.L. OPG, 48 3/16" 46 3/16° PANEL WIDTH - PANEL WIDTH oma �} p ui •i Dao<° 3 TRACK N�0 (gN• FRAME SILL �& r7 Qwmf �' � MIN. • • • 0' vN I u n • 6" MAX. N z' SILL ANCHORS SILT 15 MAX. 6 AT INTERLOCK/ASTRAGAL ENDS •• cam' al JU J • •• mK •..� U i = 00)M r 'm o Q 0 m • 3 TRACK *go so L LIn¢J FRAME JAMS m > PRODUCT APPROVED PANEL WIDTH 3 TRACK FRAME SILL �& • • • • • • o • • • 6" MAX. N z' SILL ANCHORS SILT 15 MAX. 6 AT INTERLOCK/ASTRAGAL ENDS •• •• • • • •• CORNERS SILL NP. CLUSTER OF 4 •..� TYPICAL ELATION • 'm o • *go so sF m PRODUCT APPROVED '� r as complying with the Florida 05 n • • • • • • • • • Building Cod YOA-No. 16-0617.02 a n • • • • • • • • • •Approval Data 07/20/2017 = ��------ 'I'E " • • • • • • • • • • • •• • • • • / • Pgr ! OF ((/` oR1o�.: ` �� drawing n0. rd,. W 16 —73 %��9dR+L1E�� sheet 3 0f 23 • • • • • • • • • • • •• •• • • • •• •• 15` MA HEAD m N � n CORNERS POCKET JAMB ANCHORS 6- MAX. SILL CORNERS X. 6 HEAD ANCHORS N O m 4" T� AT INTERLOCK/ASTRAGAL ENDS `I �� .lOmQ 3' CLUSTER OF 4 OR 6 \\\ 4TRACK 2 15/16- 5/16-MIN ADOLSEE SHEET 6 Z m -MI N • PAIR FOR QUANTITY & CAPACITY W r fl m •• •• J �g z J w K 4TRACK FRAME HEAD �N a -I o 0 J Q N! 0 JO ` O N n U 370' TYP N Si -Z ANCHORS DOOR FRAME WIDTH o i� 6' AT INTERLOCK/ASTRAGAL ENDS t• V O>� Typ_ CLUSTER OF 4 m paoa8 POCKET JAMB ANCHORS 6- MAX. SILL CORNERS O N O m il.Zh_gg� .lOmQ n 4TRACK 2 15/16- 5/16-MIN 3 Q ' y ,p -MI N • FRAME JAMB w W • •• •• J �g z J w K 0 J Q N! 0 O Z 3� - m 4TRACK 3 Q ' • FRAME JAMB w W • •• •• l o S 4 TRACK I t I I I I FRAME SILL Si -Z ANCHORS v i� 6' AT INTERLOCK/ASTRAGAL ENDS Typ_ CLUSTER OF 4 , TYPICAL ELEIZATION • • • • • • • • OXXX—XXX••• • • • ••• • \111llill �o< m •• ••• •• • • • •• ,� �S o • PRODUCT APPROVED with the Florida '� s comp&g Building Gode n • • • • • • • • • •IOA-Ho. 16-0617.02 = • • • • • • Y • • • • • • • • • • • � Approval Date 07/20/2017 - moi` a S r • • • • `• • ! • • • • fila f a ro uc on ro % ®'• TE OF C�� .• OR1D�;.•' drawing no. W16-73 • • sheet 4 ot23, • •• •• • t • •• •• l E11 v of v ne [) Ey1 � (1 i"d E19 EI Etf E1] E19 INTERLOCKS ASTRAGAL -M76319M WITH REINF. WTPB REINF. AVERAGE PANEL WIDTH = DOOR FRAME WIDTH NUMBER OF PANELS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS REQUIRED. I { HEAT STREN'D. GLASS 090" Interlayer Trosifol PVB By 'Kuraray Americo, Inc.' OR 090", Interlayer SentryGtos By 'Kuraray America, Inc.' OR 090 Interlayer Sofiex Clear And Color Glass 'Eastman Chemical Co.• OR 075" Interlayer Saflex CP ,With PET Core BY 'Eastman Chemical Co.' r-3/16' HEAT STREN'D. GLASS 6' TEMP. GLASS -3/8" AIR SPACE 3/16' HEAT STREN'D. GLASS 090' Intedoyer Trosifol PVB By 'Kuraray Americo. Inc.' OR 090' Interlayer SentryGlas By i Kuraray Amerca. Inc.' OR 090' Interlayer Saflex Clear And Calor Glass By 'Eastman Chemical Co.' OR 075.Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' r-3/16' HEAT SIREN'[). GLASS DESIGN. LOAD CAPACITY - PSF • • AVERAGE PANEL WIDTH INHM COOR FFAAME HMIT RICHES INTERLOCK & ASTRAGAL STILES WITHOUT REINF. INTERLOCK & ASTRAGAL STILES WITH REINF. EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 47-1/4 48 ® 60 AND SALEX CP INTERLAYER 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 59.1 59.1 78.8 78.8 i 70.0 70.0 - - 47.3 t 47.3 30 36 42 47-1/4 48 54 80 84 60.0 60.0 50.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 ., EO -0 80.0 60.0 60.0 80.0 . 80.0 59.1 59.1 78.8 78.8 52.5 52S 70.0 70.0 - 47.3 -47 3 30 36 42 47-1/4 48 54 90 60.0 60.0 80.0 80.0 60.0 60.0 .0 _80.0 60.0 60.0 80.0 .0 60,0 60.11 BO.0 .0 J8.8 59.1 59.1 78.8. - + - 52.5 52.5 30 36 42 47-1/4 48 96 60.0- 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0B0.0 80.0 60.0 80.0 BO.0 80.0 - - 59.1 59.1 30 36 42 47-1/4 48 102 - - 60.0 60.0 - - 60.0 60.0 - - 60.0 60.0 - I - 60.0 60.0 - - 59.1 59.1 30- 36 42 47-1/4 LOB 60.0 60.0 - - ' 60.0 60.0 - - 50.0 60.0 - - - 50.0 60.0 E11 v of v ne [) Ey1 � (1 i"d E19 EI Etf E1] E19 INTERLOCKS ASTRAGAL -M76319M WITH REINF. WTPB REINF. AVERAGE PANEL WIDTH = DOOR FRAME WIDTH NUMBER OF PANELS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS REQUIRED. I { HEAT STREN'D. GLASS 090" Interlayer Trosifol PVB By 'Kuraray Americo, Inc.' OR 090", Interlayer SentryGtos By 'Kuraray America, Inc.' OR 090 Interlayer Sofiex Clear And Color Glass 'Eastman Chemical Co.• OR 075" Interlayer Saflex CP ,With PET Core BY 'Eastman Chemical Co.' r-3/16' HEAT STREN'D. GLASS 6' TEMP. GLASS -3/8" AIR SPACE 3/16' HEAT STREN'D. GLASS 090' Intedoyer Trosifol PVB By 'Kuraray Americo. Inc.' OR 090' Interlayer SentryGlas By i Kuraray Amerca. Inc.' OR 090' Interlayer Saflex Clear And Calor Glass By 'Eastman Chemical Co.' OR 075.Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' r-3/16' HEAT SIREN'[). GLASS _e m � w Q Z H v 0Wn A O V 0�m aCcM 0 a.0p N 0 eta v'm0 0 ID M 'I z In Q W O) f F 0 0 0 z J w p 0_ m o Z3� 3z`�n I vi v Q DECLARATORY STATEMENT DOR95--OEO•-21p9 • • • • •6 • • • • • • • • • `tA11111111Irr7j7 pp PRODUCT APPROVED as eom 1y1ng with the Florida Building Code .70592 SEE CHART ABOVE FOP,RESIGM 2FIRD CAPAOITY Oli • • •NOA-N•. 16-0617.02 DESIRED ,GLASS SIZE TO:EINF@RCING MES:* • • • V • = S i • • • • • 4pr•val ate 07/20/2017 a '• ((yam a SEE CHART ON SHEETFO R H§kD AACHOR•CAPACITY. ••� • ®t, 1ATEOF :�(U`� drawing ` no. LOWER DESIGN PRESSURiS FROM DESIGN t.Qpa C%1• • •iyliam Product on o ��iC -• ORtOr'' ij®� W1 6-73 OR -HEAD ANCHOR CHART WILL APPLY TOE RE SYSTEM. ""(L� . ,''A�rrllill�ii�tttlt\`\` sheet 5 of 23 • ••• GLASS TYPE 'Al' • • 1' OVERALL INSUL LAM. GLASS NOTE: NOTE: ' FOR SENTRYGLAS INTERLAYER FOR SENTRYGLAS INTERLAYER LIMIT MAX. D.L.O. AREA TO 25.7 SQ. FT. AND SALEX CP INTERLAYER LIMIT MAX. D.L.O. AREA TO 25.7 SQ. FT. GLAZING OPTIONS 3/8" AIR SPACE CONSISTING OF: -S ACER_ • 'HELIMA' LOW PROFILE ALUMINUM SPACER • • BY 'LINGERMANN GMBH' • • AROUND THE PERIMETER OF THE GLASS. NOTE: PERIMET__ FR SyFALANT: GLASS CAPACITIES 011. HIS• EET ARE 0 09 jj SEC. �U$Tt� SILICONE • • • • DOW CORNING 791 BASED ON ASTM .Ei AND FLORIDA BUILDING COMMIGSIOIy • • • GE 2000 E E E _e m � w Q Z H v 0Wn A O V 0�m aCcM 0 a.0p N 0 eta v'm0 0 ID M 'I z In Q W O) f F 0 0 0 z J w p 0_ m o Z3� 3z`�n I vi v Q DECLARATORY STATEMENT DOR95--OEO•-21p9 • • • • •6 • • • • • • • • • `tA11111111Irr7j7 pp PRODUCT APPROVED as eom 1y1ng with the Florida Building Code .70592 SEE CHART ABOVE FOP,RESIGM 2FIRD CAPAOITY Oli • • •NOA-N•. 16-0617.02 DESIRED ,GLASS SIZE TO:EINF@RCING MES:* • • • V • = S i • • • • • 4pr•val ate 07/20/2017 a '• ((yam a SEE CHART ON SHEETFO R H§kD AACHOR•CAPACITY. ••� • ®t, 1ATEOF :�(U`� drawing ` no. LOWER DESIGN PRESSURiS FROM DESIGN t.Qpa C%1• • •iyliam Product on o ��iC -• ORtOr'' ij®� W1 6-73 OR -HEAD ANCHOR CHART WILL APPLY TOE RE SYSTEM. ""(L� . ,''A�rrllill�ii�tttlt\`\` sheet 5 of 23 • ••• • • • • ••• • • • • • • • • • • • • SEE CHART ON SHEET 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. SEE CHART ABOVE FOR HEAD ANCHOR CAPACITY. LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. f 7 •• •.• • • HEAD ANCHOR LOAD CAPACITY - PSF • •• �mC • • ANCHOR TYPES 'A' & 'B' • • • • • ANCHOR TYPE 'C' .v o < 1/4' NAY. SHDA 3/8' MAX. SHLN 1/2" MAX. SHIM HU 37 MAX. SHIM DOOR FRAME ANCHORS AT ]LTG. StaE ENDS 4 ANCHORS AT XTG. SIDE ENDS 6 ANCHORS AT UTG. Sm ENDS 4 ANCHORS AT MTG. 8TD3 ENDS 6 ANCHORS AT 6f[G. ST1LE &NLS 4 -ANCHORS AT UTC. STRZ ENDS 6 ANCHORS A7 NTC. SOLE ENDS AVERAGE PANEL WIDTH INCHES HENHT LACHES EXT. (+) INT. .- EXT. (+) INT. - EXT..(+) INT. - EXT. (+) I INT. - EXT. (+) INF. - EXT, INT. - 30 80.0 80.0 80.0: 80.0 80.0 BO.0 80.0 36 • • • • •. 80.0 80.0 80.0 80.0 "80.0 80.0 80.0 42 80.0 80.0 80.0 78.3 80.0 80.0 80.0 47-1/4 82 80.0 80.0 80.0 69.6 80.0 80.0 80.0 48 • • 80.0 80.0 80.0 68.5 80.0 80.0 80.0 54 80.0 78.3 80.0 60.9' 80.0 72.7 80.0 6o 80.0 70.5 80.0 54.8 73.1 55.4 80.0 30 80.0. 80.0 80.0 80.0 BOA 80.0 80.0 36 80.0 80.0 80.0 80.0 1 80.0 80.0 80.0 42 80.0 80.0 80.0 76.5 80.0 80.0 8C.0 47-1/4 84 80.0 80.0 80.0 68.0 1 80.0 80.0 80.0 48 80.0 Boo 80.0 ._ 66.9. 80.0 79.8 80.0 54 80.0 76.5 80.0 59.5 79.3 71.0 80.0 60 80.0 - 68.8 80.0 " 53.5 71.4 63.9 80.0 30 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42 .80.0 80.0 80.0 71.4 80.0 B0.0 80.0 47-1/4 90 80.0 80.0 80.0 63.4 80.0 75.7 80.0 48 80.0 80.0 80.0 62.4 80.0 74.5 80.0 54 80.0 71.4 - 80.0 55.5 74.0 66.2 80.0 30 80.08D.0 80.0 80.0- 80.0 80.0 80.0 36 80.0 80.0 80.0 78.1 80.0 60.0 80.0 ' 42 96 80.0 80.0 80 0 66.9 80.0 79.8 80.0 47-1/4 80.0 76.5 80.0 59.5 79.3 .71.0 80.0 48 60.0 60.0 60.0 58.5 60.0 60.0 60.0 30 60.0 60.0 - 60.0 60.0 ' 60.0 60.0 60.0 36 60.0 . 60.0 60.0 50.0 60.0 60.0 60.0 42 102 60.0 600 -'. 50.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 55.0 60.0 60.0 60.0 60.0 .I 60.0 50.0 55.1 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 L42 60.0 ^` 60.0 60.0 60.0 60.0 60.0 60.0 108 60.0 60.0 6C.0 59.5 60.0 60.0 - 60A 60.0 52.9 60.0 60.0 60.0 SEE CHART ON SHEET 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. SEE CHART ABOVE FOR HEAD ANCHOR CAPACITY. LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. f 7 •• •.• • • • • • •• �mC • • • • • • • • • .v o < ,yam �P'.•EPdSF'`'TO PRODUCT APPROVED m o i - as com ilin5 with the Florida 6uildin9 Code 70592 - • • • • • • • • • • • • • • • NOA-N v , 16-0617.02 • A•prgal Pate 07/2012017 = _ - • • • • •. . • . • • • . • • - . FAQ Q TATE OF xoF1o?.•`ec i' "••••• ��` drawing no. W16-73 • • • • •Alia �-m pile ro uc n o • • • • • • • • • • w H00 51H Ox(SHibk DOOR FRAME W. F -0 a XX (SHOWN) DOOR FRAME WIDTH OX -0 (SHOWN) O—XO OX—XX (SHOWN) XX—XO OX—XO XX—XX APPROVED CONFIGURATIONS NON—POCKETED DOORS TWO (2) TRACKS �w m 3 0 q z k a Q v5i �'N 0 000� v Lcw 0 t 1'n M, V ohm m O aoO� 04 3 NND N - a S NOTE: Q uzi omi f 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. _ m 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. i 0 0 ti J -j Z J W Of 0 a m ¢ n 0 Z3—i 0 3 z ''- w -n I UI��v w W M g F W.. • • { • • PRODUCT APPROVED as comp)ying with the Florida Building Code • • • • • • • • • NOA-1j.. 16-0617.02 0 0• • :pp: v :Date 07/20/2017 • • • • • • By • • • • • • • • • • • • • • •Alia : ro oe on ro • • N � `\WIll111f///// o o AA AQ / i .70592 � I TATE OF •<(/� drawing9 no. omoP.•`G�� W16-73 ///fo�Adi�t�� sheet 7 of23 • • • • • • • •• 0:0 • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 0 DOOR FRAME W I I F t W % I I a aO K O- L I_zz o ao _ L PX (SHOWN) - XP OR FRAME WIDTH 8 r� Ia 1 Ipi z. I UI I ai L_ .PXX—XX (SHOWN) XX—XXP DOOR FRAME WIDTH A m r • • • 'i't I= ..Ji% i I K •. F I E I o- r� Ia 1 Ipi z. I UI I ai L_ .PXX—XX (SHOWN) XX—XXP DOOR FRAME WIDTH I A m r • • • 'i't I= ..Ji% i I K •. F I E I - I i I • • • g(F j G a � I a i aii K o- % a I as I iz • • • • • • • zz i Comelyyingg with the Florida •Building Code- n 2 1 o O j • • • ITA -p-. • 16-0617.02 R�i EXTERIOR I io O eApprd4alSate 07/20/2017 ci O ut H L--- � io O�aco°i PXX (SHOWN) @gy' am mia uc o� • ORIDP.•' �� //� ®NAL�� Wi 6-73 XXP I A m r • • • 'i't I= ..Ji% i I K •. F �. 10 E I z n n • • • • • zz I Yr pp® AH,4f ,�:•' VGENSF i 1 1 I ao PRODUCT APPROVED $ N p • • • • • • • r�I Id I i; I 12< L_ PXX—XO (SHOWN) OX—XXP DOOR FRAME WIDTH laq z z lxr I lao PXX—XX (SHOWN) XX—XXP PXX—XXP APPROVED CONFIGURATIONS POCKETED DOORS TWO (2) TRACKS A m r • • • 'i't I= ..Ji% i I K •. F �. 10 H I z n n • • • • • I zz I Z_ZN YVF pp® AH,4f ,�:•' VGENSF i I I OW I a0 PRODUCT APPROVED $ N p • • • • • • • laq z z lxr I lao PXX—XX (SHOWN) XX—XXP PXX—XXP APPROVED CONFIGURATIONS POCKETED DOORS TWO (2) TRACKS •• •• A m r • • • 'i't I= ..Ji% y r • • \\tluynir/ z n n • • • • • • • • pp® AH,4f ,�:•' VGENSF i PRODUCT APPROVED $ N p • • • • • • • i Comelyyingg with the Florida •Building Code- n 2 1 O JN LEI� • • • • • ITA -p-. • 16-0617.02 a r EXTERIOR O eApprd4alSate 07/20/2017 ci O ut H drpwing no. � io O�aco°i jrHv)�Q @gy' am mia uc o� • ORIDP.•' �� //� ®NAL�� Wi 6-73 a W 0 f 8 o` 22 NOTE: O O 1 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. i 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. LL J 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. • z � N w H (n V7 in � Q .Y M 1 n Q o Z 3 J e 8 3z�o m W�a jj FW •• •• • • • 'i't I= ..Ji% y r • • \\tluynir/ • • • • • • • • pp® AH,4f ,�:•' VGENSF i PRODUCT APPROVED �� - • • • • • • • • • •aS Comelyyingg with the Florida •Building Code- n 2 1 • • • • • • • ITA -p-. • 16-0617.02 u a r • • • eApprd4alSate 07/20/2017 ATE OF 6y�� drpwing no. • • • • @gy' am mia uc o� • ORIDP.•' �� //� ®NAL�� Wi 6-73 \ 1171/11 f l 11\\\sheet 8 o` 22 s 0 DOOR FRAME WIDTH E F F G o- o- 0 o 0 0 OXX (SHOWN) XXO DOOR FRAME WIDTH. i G b o- o - XXX (SHOWN) FRAME WIDTH I NOTE: 6% w 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Z o n J REQUIREMENTS SEE SHEET 5. Q W a 3. FOR ANCHOR -DETAILS SEE SHEETS 14 THRU 19. i N F O ` c QwN O F G t mn o- Qwoo� N 2 0 N O Q . D 6 4zw_o J/Z'g��y �4 W RE Y o- 0 a to i u i M U J z Z J w U M I M 0 h Z3 _j J w WM5zR" OXX—XXX (SHOWN) XXX—XXO OXX—XXO ` XXX—XXX ' m o� • • • • • • • • • • 4 • `\11t 1111111/� � o a • • • • • • • • • • f • `� PRODUCT APPROVED `� �P' UCENB�c'• ;® as com Iying with the Florida �t B Code 70582 '_ 1 • • • • • • • • 110A -Not 16.0617.02 a • • • • • • • Ap*p_W01 c:tf 07/20/2017. ice` APPROVED CONFIGURATIO�LS• •• • • • • •B1• • --� ATE OF �� drew ng9 no. NON—POCKETED DOOR C_ ■lams ro we:on fro.(y` � W1 6-73 THREE (3)—TRACKS /®�Aitt,tt�� sheet 9 of 23 E i, F J �• O- H F F o- OXX—XXX (SHOWN) XXX—XXO OXX—XXO ` XXX—XXX ' m o� • • • • • • • • • • 4 • `\11t 1111111/� � o a • • • • • • • • • • f • `� PRODUCT APPROVED `� �P' UCENB�c'• ;® as com Iying with the Florida �t B Code 70582 '_ 1 • • • • • • • • 110A -Not 16.0617.02 a • • • • • • • Ap*p_W01 c:tf 07/20/2017. ice` APPROVED CONFIGURATIO�LS• •• • • • • •B1• • --� ATE OF �� drew ng9 no. NON—POCKETED DOOR C_ ■lams ro we:on fro.(y` � W1 6-73 THREE (3)—TRACKS /®�Aitt,tt�� sheet 9 of 23 PXXX (SHOWN) XXXP . . ... uvuJ rewm . J .. .. . . . .. .. . . I I I da z= N F a '" F a C a I' N I 0 I iz N I°o4 I as O�i'w� PXXX (SHOWN) XXXP . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Ili oo`o 0 I iz N O�i'w� I I Qo I • • • • • • NOTE: I� M 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. V10EPi3g'°••' PRODUCT APPROVED m _ 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS I F REQUIREMENTS SEE SHEET 5. 0 m o drawing no. W16-73 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. m H sh.et10of2; THREE (3) TRACKS ��i�1��\ Q £ Z N 3 Ili oo`o 0 I iz N O�i'w� I I Qo I - �TT NOTE: I� M 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. V10EPi3g'°••' PRODUCT APPROVED m _ 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS I F REQUIREMENTS SEE SHEET 5. 0 m o drawing no. W16-73 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. m H sh.et10of2; THREE (3) TRACKS ��i�1��\ Q £ Z N 3 Ili oo`o 0 I iz N O�i'w� PXXX—XXO (SHOWN) OXX—XXXP r,- Id I pt IZ. I Y{ I Yj 1 lal 1 L_ DOOR FRAME WIDTH _I 2 0 0 �Y!n' . AH/i9.. ��' V151.J--LL-I- V10EPi3g'°••' PRODUCT APPROVED m _ Bu com Iying with the Florida Building Code _ I F F � J o drawing no. W16-73 i sh.et10of2; THREE (3) TRACKS ��i�1��\ PXXX—XXO (SHOWN) OXX—XXXP r,- Id I pt IZ. I Y{ I Yj 1 lal 1 L_ DOOR FRAME WIDTH _I 2 0 0 PXXX—XXX (SHOWN) XXX—XXXP Q'to, QM c paco�dp 0 a N N 0 Q�z02 S �c mN_ o a Z m S h 0 o � 5 J -j z J � 0 �n ui t5 o Z 3 m w to Lr) a w W M J k . CO m �Y!n' . AH/i9.. ��' V151.J--LL-I- V10EPi3g'°••' PRODUCT APPROVED m _ Bu com Iying with the Florida Building Code _ I F F � J o drawing no. W16-73 PO KE'i'ED OORS Miami as ro�uc o�T � •..,_��(9`� ///Nl sh.et10of2; THREE (3) TRACKS ��i�1��\ I iz I y x� I I Qo I PXXX—XXX (SHOWN) XXX—XXXP Q'to, QM c paco�dp 0 a N N 0 Q�z02 S �c mN_ o a Z m S h 0 o � 5 J -j z J � 0 �n ui t5 o Z 3 m w to Lr) a w W M J k . CO m �Y!n' . AH/i9.. ��' V151.J--LL-I- V10EPi3g'°••' PRODUCT APPROVED m _ Bu com Iying with the Florida Building Code _ NOA-No. ,16.0617.02 = y •• _ o a Approval Date 07_/20/2017 �- �.'• IE �� GURATIS By ••. < OF APPROVED CONFlON mot., � \ � �i� o drawing no. W16-73 PO KE'i'ED OORS Miami as ro�uc o�T � •..,_��(9`� ///Nl sh.et10of2; THREE (3) TRACKS ��i�1��\ DOOR FRAME WIDTH E w F F F 0 S OXXX (SHOWN) XXXO. xxxx (SHOWN) s (SHOWN) NOTE: to W � 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ``1111100, 3 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Z °' a REQUIREMENTS SEE SHEET 5. 0 k n a 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. o- xxxx (SHOWN) s (SHOWN) NOTE: to W � 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ``1111100, 3 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Z °' a REQUIREMENTS SEE SHEET 5. 0 k n a 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. PRODUCT APPROVED as com Iyi T with the Florida Q OSp`.0 • • • ! • • • IL >w> X dor � • • • • • 0000 • • 0b :U� A7E OF • r [yam %'P [OinDA.•` �� 9 drawing no. O» • • a&;r� s �, . .••••• �� W16-73 0 soo a.NHO wjd sheet 11 of 23 6 LQ 30EL°. Q wmf � � O 0 I 0 J z Jw o � p n fj C, VI uj d _ o • •• so*11111///// • • • 00 • • • 0 00 ``1111100, GEN�c'• i p PRODUCT APPROVED as com Iyi T with the Florida _— 70mi • • • • • • • • • • ! • • • • Buildia•ssF Code • yo/y Nq 16-0617.02 =_ 046 •• • APPROVED 410YFI.1.,ONSL • • • • • 0000 • • • • • 1pp�v�Date 07/20/2017 • �y • • :U� A7E OF • r [yam %'P [OinDA.•` �� 9 drawing no. NON—POCK DOORS • • • Miam a ro uc on ro �, . .••••• �� W16-73 FOUR (4) TRACKS�®��111` sheet 11 of 23 ••• • • • ••• • • DOOR FRAME WIDTH 1 luw n z h W 0� o K F F F • • I < I zz a - •• ••• ♦� Op`o U OWN � • • • • IL Wy tlllllll I .c ° O F LL PXXXX (SHOWN) XXXXP 119� PXXXX-XXXO (SHOWN) OXXX-XXXXP luw n z h W 0� o P •• ••• • • N of im i •• ••• ♦� Op`o U OWN � • • • • IL Wy tlllllll I .c ° O F LL O�Hn O m QaooBj o4��tm PRODUCT APPROVED N p ry • 000 • IW p't m {L Z5 N -n OF as com len with th• Florida Buildi•g Code• _ . 70592, tog • • •• NOTE: Q w m S N00 -Nay • 16.0617.02 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. CON4GUR•ATIOI�S 2. FOR APPLICA13LE DESIGN PRESSURES AND REINFORCEMENTS o•• pPP0 �D /20/2017 REQUIREMENTS SEE SHEET 5. drawing no. !, v> 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. J 0 i % S'-- ORIO".' 0�� /i/ �' oll 0 0 N 8 n U� J '/�i�l��IN`� z -j W 8 4 � M m 3z n 119� PXXXX-XXXO (SHOWN) OXXX-XXXXP Y"1? P •• ••• • • • • • •• •• ••• ca • • • • • • • • • • • • • tlllllll I .c ° e PRODUCT APPROVED • 000 • • • • as com len with th• Florida Buildi•g Code• _ . 70592, -1 • • •• to • N00 -Nay • 16.0617.02 CON4GUR•ATIOI�S o•• pPP0 �D /20/2017 �•• SOF .�� drawing no. !, APPRO_Ejj POCI4ETED DOORS • • BY Mia a ro uc on ro % S'-- ORIO".' 0�� /i/ �' oll Nf'� B—%3 FOUR (4) TRACKS '/�i�l��IN`� sheet12of23 • • •• ••• • • • '1 I`- NOTE: l w n 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. m 2. FOR. APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Z a J REQUIREMENTS SEE SHEET 5. C m m N z a 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. H W 0 Ny� 116 O 70592 V • • • a • • • • as complying with the Florida andi. o • • • •• •• ••• • a ��JOJN • • NOA-j..:110617.02 — iL 2 N — M a J t7 t�DQ Q Ism£ k' GONFiIOURATIONS 0 AIPPr �1.atoa Oi'20/2017 �� OF �•(y�` N 'l • • • g _ '� aRtDP.'�,®�� /I/ W1 6-73 FOUR (4) TRACKS U J� X1111 N` z J W ' o N � H (n cn � n Q 7 i o Z3� ° WM<r PXXXX-XXXX (SHOWN) XXXX—XXXXP PXXXX—XXXXP • - • • • • • • 000 • d O PRODUCT APPROVED 70592 • • • a • • • • as complying with the Florida andi. o • • • •• •• ••• • a i • • NOA-j..:110617.02 — a GONFiIOURATIONS AIPPr �1.atoa Oi'20/2017 �� OF �•(y�` drewmg no. APPROYRU 'POCFPETED DOORS • • • g _ '� aRtDP.'�,®�� /I/ W1 6-73 FOUR (4) TRACKS Mlia I- a ro oc ono X1111 N` sheet 13 of 23 • •• •• • • • •• •• ••• • • • ••• • • 1 4 TYPICAL ANCIIORS: SEE ELEV. FOR SPACING WtIlINtll��ANC�HO MIN. 0 w N Q E N iINTO WOOD STRUCTURES 2' MIN. 'PENETRATION INTO WOOD a �' A i A O DVI 17 LL .. .. I W THRU 28Y BUCKS INTO CONCRETEd& It ° �oN �oN pacos 1-1/2" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. /y TYPE 'B'- 1/$ DIA ULTRACON BY 'ELCO• (Fa=m K51, FY -155 KSI) --- - — --------------- H h 0 N RS TYPICAL'ANCHORS j�--- IDIRECTLY INTO CONCRETE . SEE ELEV. I� MW.II-RADE COUNTY APPR'D MUWON iI LL z 2" MIN, EMBED INTO .CONCRETE, 1-1/2" MIN. EDGE DIST. FOR SPACING FOR SPACING II SEE SEPARATE NOA �j II Q.wmf F TYPE •C'- 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRs) I 1 --__ I� INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR I = m INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I d .1 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) e STEEL: 1/8" THK. MIN. (Fy = 36"KSI MIN.) n (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL ANCHORS J ,c . "Es K•_ — — — SEE ELEV. z "� r .. • I. FOR SPACING o J ,.4of V) n 0 _ a Z_ 3 b "A'. ?' 'i Fw/77 K51' W O INTO 'WOOD STRUCTURES - � w lilMg 2" MIN. PENETRATION MTO WOOD �PTSSRTOLLlAL17REi9 � . TYPE �8'- • 1/4' DIA ULTRACON BY 'ELCO� (Fu=177 KSI, Fy KSI) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS _ 0 2" MIN. EMBED INTO CONCRETE 2" MIN. EMBED INTO GROUT FILED BLOCKS B V n TYPE `C'- 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS [AND BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WOW. OR MUST SUSTAIIK 4tOAG9 YAPOBE4 BY JLAZIi� SYSTE)j • i; INTO METAL STRUCTURES TRANSFER THEM Tb TRiE �UIVIN6 SWRUSTUGE. (3) THREADS MIN. PENETRATION BEYOND SUBSTRAT000 S ALUMINUM: 1/8" THK, MIN. (6063-T5 MIN.) • • • • • • • • STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) • • *00 • • • • • • • ," (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) — � � �: ' VCENS¢ '• m e L. . _ . — . — . _ . — PRODUCT APPROVED ;3 = 0582 • • • • ByesldzlyyI� vlth the Flerlda • • : : {7 - u • • • lGode• • • _ ; _ v m a ® • • • NaA-m.. • j6.06'i•7.& • • _ sem_ • r • • • • • Agpro.pi gpte 07NO d 7 • • A OF ��: dr°wing no. Wl 6-73 WOOD AT .HEAD OR JAMBS. SG - 0.55 MIN. BY CONCRETE AT HEAD, SILL OR JAMBS f•c = 3000 PSI MIN. Mia -ro uo on o ys�® 1� sheet 15 of 22 C-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 0:0 •• • • • • • • • • • • •• •• • • • •• •• in OICHORS 11NG TYPICAL ANCHORS h dzi c c. n I K e 0 0 0 N �> J 2 J W p � 0m;; mM o Z3J m 3 z IR w vic a Li 8 ow U a d SHIMS "':,NF. AS REOO. SEE SHEAT 5 FOR CAPAU;Y • •• • • • • ••• • • •.• • • • • • • • ••• • • • • • • • • • • . • - • • • •• • ��Els iAN WWW•® n o H ° .� JCE70592N3F'� RtOVFED CnTg � eAPtPh da 6PuR7OdoiDmngpU �_ - ••• •:• ••. ••:NOA-Ng• lt;Q617.02 • • • • • • • • • Approval DA. 07400i2017 • • `. ®.�•'• STATE OF' •�j` n drawing o no. • • • • • • • • • • • Mame ro on 'i � ...... '(y am` W16-73 '�� `` AL,,, sheot 16 of 23 • • • • • •• • •• • • • • 000 . • • •• •• Y a HOOK STRIP ANCHORS SEE ELEVS, FOR SPACING • �W n O m •- / //� .. 2/ E14 mPOCKETED JAMB OPTION POCKET CAVITY NOT BY E.S. W114DOWS NOT PART OF.THTS NOA TO BE REVIEWED BY AHJ • • • • • • • -• • • • L\111111//t d O a � m PRODUCT APPROVED '�- VLGeN36 m as com 1 ing with the Florida 70582 ! Bultdi.9 Code • • • • • • • • NOA-NE. N 6-0617.02 • • • • • • Appr•vayDai•/20/2017 - • • • • • • • �•' a TATE OF �� drewng no. .. .. .... ey ..- .fZO.WDr.. 0y��' WI —73 • • • • Mia n•c ucf oCToT �i sheet 17 of 23 ••• • �W n ••• • z am 3 o_¢ f Z N f 0 4 m p` O oV • Q id • • • • d N • • • •• •• • • • •• GGN�LL ••• • • VOW � ••• • • paooap, y Q el N Q wz4� In -m HZWO< ,j 0 Q wmi� HOOK STRIP ANCHORS: SEE ELEV. FOR SPACING 1/4" DLA III TRACON BY 'ELCO' (Fu=177 KSI. Fy=155 KSI) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS -J- 1-3/4".MIN. EMBED INTO CONCRETE 0 m 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS o #14 SMS (GRADE 2 CRS) 'OR N INTO 2BY WOOD BUCKS WOOD STRUCTURES J 1-1/2" MIN. PENETRATION INTO WOOD z -Tw ,414 SMS OR 5EI F DRII I ING SCREWS (GRADE 2 CRS) o y � !nN 0p INTO METAL STRUCTURES v n (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) o Z- Z - m STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) TO BE PLATED OR PAINTED) w o c) ]j n (STEEL IN CONTACT WITH ALUMINUM uj w W�aJ TYPIC DGE DISTANCE INTO CONCRETE AND MASON2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. • • • • • • • -• • • • L\111111//t d O a � m PRODUCT APPROVED '�- VLGeN36 m as com 1 ing with the Florida 70582 ! Bultdi.9 Code • • • • • • • • NOA-NE. N 6-0617.02 • • • • • • Appr•vayDai•/20/2017 - • • • • • • • �•' a TATE OF �� drewng no. .. .. .... ey ..- .fZO.WDr.. 0y��' WI —73 • • • • Mia n•c ucf oCToT �i sheet 17 of 23 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • METAL w 1BY OR 2BY STRUCTURES w000 BUCK 1/8' THK. (SEE NOTE SHEEP 1) ( ) SEE SHEET 15 m 3 5/8- +EDGE i EDGE 3 5/8'IST. /g DIST. MIN.Z EDGE IST.3 5/8" oMIN. I MI oNQOi e o ZZITYPIC�A�LANCFFOORS = TYPICAL ANCHORS ,�,IN a O m M o EiA =m UwNSEE ELEVS. Q aFOR SPACING Q a D D WNCHORS \� N TYPICAL ANCHORS '�' Q 0 o �� SEE ELEVS- ______ __ , W 0 N D. SEE rLEVS-.FOR SPACING FOR SPACING rrM -DARE COUNTY APFR'D MU ON,I Q w (Ji w FOR SPACING II SEE EPARATE NOA II LL _Z W �I (SEE SHEET 15) Q W O f L__ __JI I m K b 0 � o rn � TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS vg� SEE ELEV. SEE EL.FV. SEE ELEV. SEE ELEV. 0 FOR SPACING FOR SPACING FOR SPACING FOR SPACING 0 J LL z O F 1/2" MAX. 3/8" MAX. in 3 � d w 1 /2" MAX LOAD BEARING LOADSHI BEARING ? 0 PO SHIMS LOAD BEARING Z LL ^ SHIMS o m WOOD STRUC RE rn La Q - LJ E3A m � O6 6 � N TYPICAL ANCHORS SEE ELEVS. y FOR SPACING o c o w a EXT. EXT. EXT. L71- 2° MAX. • • • • • •;`'�.'.:. �'.: _ ° LOAD BEARING • • • • • - SHIMS • • • • • • • • • • \\\111111 - QQOOTT11 K (SEEiNOTE SF��f t) • • • • •.,.Y• �.. .•••••• PRODUCT A , as com [412 with RtheO FEDda _ No. 70582 = n >5 •'' ,. CONCRETE • • • • • • • • Buildigg Coda• _ {7 1 .�} _ �• _ S EDGE•3`,5/B°' 3 KSI MIN. • • • • • • ND9-AOi DIST. MIN. • • • • • • APPIbV1RDate 07/20/2017rdmvng • •3 7YiACK •F.?AMFi� By • • '� �'eS . 1O'' ' c�°: W1 6-73 ANCHOR LOCATIONS Mia�m ! a� uc on ro ��'' /o��`� Y 111111\t\\\ sheet 18 of 23 • • • • • • • • ' 4 METAL f 1 n 18Y OR 2BY a N i, STRUCTURES li M M WOOD BUCK z r �1/8' THK. �1 (SEE NOTE SHEET 1) w (SEE SHEET 15) m EDGE DIST. 3 5/8. Z ''EDGE.al97. 3 5/g" EDGE DIST. MIN. i '' MIN?:. '.'s •',i �': �'' : c4�n, MIN. do�w o O ` OWH Nzw a�N � m�� W �o TYPICAL ANCHORS m vzi O E N (7 SEE ELM. V O TYPICAL ANCHORS Iu EIB m y SEE ELEVS. FOR SPACING a N G> a w FOR SPACING o a AEG g O TYPICAL ANCHORS \� I^ -__ - cp SEE ELEVS. w o �g ;r__ ____ ____ _ 2 FOR SPACING- .;�� it MAM-DADE COUNTY APPR'D MULLION II Z �EFHlE dIST.:. •. 3 5/8 x 11 SEE SEPARATE NOA Q w y LL o (SEE SHEET 15) I l; Z M .... 's.: .:. :.:•;_'. •'.' it II J _ zm� --- TYPICAL ANCHORS SEE ELEVS. o w FOR SPACING �p N n n h 0 N TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS J-RE SEE ELEV. SEE ELEV. .SEE ELEV. d .U.I FOR SPACING FOR SPACING FOR SPACING z J w i/2' MAX. 1/2- MAX. O_ N LOAD BEARING 3/8' MAX. LOAD BEARING SHIMS SHIMS LOAD HiSRINGj0 r%;WOOD SO2WTYPICAL ANCHORS SEE ACINGFOR SPACING� • • • • � •.: ,• c Q1 - EIB - I • EXT. • • • • • • • EX* EXT. •� o < • • • • • • • • • • • 111\II 1111/fr I 1/.2* MAX. 1 BY OR 2B1• • • • • • • • • �� A� ---ddd LOAD eEARINc WOOD SUCK • • • • • • • • • • �� .. R9� , SHIMS (SEE NOTE SHEET 1) �. • uGENS,g :® o •� PRODUCT APPROVED • .-. .' . as com91y1ng with Sha FloridaY T 7 2 ' • .:..:• -CONCRETE • • • • • • • • Bull�in a N 6.0617.02 � EDGE •5'"7/16'•�MIN`. " 3 KSI MIN. • • • • • • i- "i• �-0 • • • • • • Ap$ro4hI dbt••07/20/2097�� DIST, • • • • • • • ' .�(V` 9 F drawin nc. • 04 ACK • RAAi S B� • pP'. •6�®. W 16-73 • Mla a ro uc on ro '��i°S�'/ P. ANCHOR LOCATIONS 1111`` sheet 9 cf 23 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM g PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARXS -. E1 ES-EL400-001 1 FRAME HEAD (2 TRACK) 6063-T6 - E1A ES-EL400-201 AS REQD. FRAME HEAD (3 TRACK) 6063-T6 - E18 ES-EL400-205 AS REQD. FRAME HEAD (4 TRACK) 6063-T6 - E2 ES-EL400-002 1 FRAME SILL (2 TRACK) 6063-16 - E2A ES-EL400-202 AS REQD. FRAME SILL (3 TRACK) 6063 -TG - E28 ES-EL400-206 AS REQD. FRAME SILL (4 TRACK) 6063-1*6 - E3 ES-EL400-OG3 2 FRAME JAMB (2 TRACK) 6063-T6 - E3A •ES-EL400-203 AS REQD. FRAME JAMB (3 TRACK) 6063-T6 - E38 ES-EL400-207 AS REQD. FRAME JAMB (4 TRACK) 6063-T6 - E4 ES-EL400-004 1/ PANEL TOP RAIL (INSUL LAM. GLASS) 6063 -TG - E5 ES-EL400-005 1/ PANEL BOTTOM RAIL (INSUL LAM. GLASS) 6063-T6 - E6 ES-EL400-006 AS REQD. JAMB STILE (INSUL. UM. GLASS) 6063-T8 - E7 ES -1400-007 AS REDO. INTERLOCK STILE (INSUL. LAM. GLASS) 6063-T6 - ES ES-EL400-009 1/ PANEL TOP RAIL (LAM. GLASS) 6063-T6 - E9 ES -1400-010 1/ PANEL BOTTOM RAIL (IAM. GLASS) ` 8063-T6 - ETD ES-EL400-011 AS REQD. JAMB STILE (LAM. GLASS) 6063-T6 - E11 ES-EL400-012 AS REQD. INTERLOCK STILE (LAM. GLASS) 6063-T6 - E12 ES-EL400-013 AS REQD. ASTRAGAL STILE (LAM, CLASS) 6083-T6 - E12A ES-EL40G-008 AS REQD. ASTRAGAL STILE (INSUL LAIR. GLASS) 5063-T6 - E13 ES-EL400-014 AS REQD. JAMB COVER 6063-T5 - E14 ES-L14CO-015 AS REQD. -POCKET JAMB 6063-T6 - E15 ES-EL400-016 AS REQD. SILL TRACK 6063-T6 - E16 ES-EL400-017 AS REQD, HEAD COVER 6063-T5 - E17 ES -T1400-018 AS REQD. SILL RISER 6063-T6 - E18 E5-EL400-020 AS REDD. FIXED PANEL BOTTOM GUIDE 6063-T6 - E79 ES-EL400-021 AS REQD. INTERLOCK REINFORCEMENT 6005-T5 - "E26 ES -6011 AS REQD."SCREW COVER 6063-T6 - MI ES-EL400-GOi 4/ PANEL GLAZING GASKET (WA. CLASS) SILICONE DUROMETER 7023 SHORE A M2 ES -1400-G02 4/ PANEL GLAZING GASKET (INSUL. LAM. GLASS) 'SLICONE DUROMETER 7033 SHORE A M3 ES2020-004 AS REQD. (INTERLOCK BUMPER FVC DUROMETER 6035 SHORE -0 M.4 W33271NK AS REOD. PILE W'STRIPPING (INTERLOCK) WOOL - M5 W33181NK AS REQD. PILE W STRIPPING WOOL - M6 PS0I-0014 AS REQD. DOOR HANDLE DIE CAST ALUM TWO POINT HANDLE _ M7 PS01-1015 AS REDD. STRIKE FOR MORTISE LOCK ST. STEEL - M8 PSO1-1036 AS REQD. MORTISE 2 POINT LOCK ST. STEEL - . M9 GT -R34/3 -01-A 2/ PANEL ROLLER ASSEMBLY ZAMAK - M10 6844.1 AS REQD. BUMPER ALUM/NYLON - M11 ES-EL400-FPI SL AS REDD. FIX. PANEL CLIP ST. STEEL - ' Mt2 #8 X 3/4' AS REQD. KEEPER FASTENERS ST. STEEL P.H. SMS M13 #10 X 1-1/4' AS REOD. PANEL ASSEMBLY FASTENERS ST, STEEL P.H. SMS M14 #12 'X 1-1/2' AS REQD.- FRAME ASSEMBLY FASTENERS ST. STEEL P.H. SMS M15 ff6 X 3/8' AS REDD. FIX. PANEL CUP FASTENERS 5T. STEEL P.H. SMS M16 '#8 X 1/2" AS REDD. FIX. PANEL CLIP FASTENERS ST. STEEL F.H. SMS M78 $10 X 1/2 AS REQD.. ROLLER FASTENERS ST. STEEL. P.H. SMS M19 ¢10 X 1' AS REDO. LOCK INSTALLATION FASTENERS 5T. STEEL F.H. SMS M20 #8 X 1/2" AS REQD. IHANDLE INSTAUATION FASTENERS ST. STEEL I F.H. SMS .-92 : •ice\ i \ � Of drowing no. °c�®.� W16-73 LOCK: PRODUCT APPROVED SURFACE MOUNT METALLIC RANDLE AT 44" FROM BOTTOM FASTENED TO LOCK STILE ATH (2) #B X 1/2" FH SMS M2 SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK 44' FROM BOTTOM FASTENED TO LOCK STILE WITH (2) #10 X 1" FH SMS SURFACE MOUNT METALLIC KEEPER AT 44' FROM BOTTOM FASTENED TO FRAME JAMB NO ASTRAGAL STILE WITH • • • • • • • (3) #8 X 3/4" PH SMS 12 • • • • • • • • • • • • • • 1111 •• ••• •• A111V • • • ••\AJ�p•A U` ALL JOINTS AND FRAME CONNECTIONS SEALED WITH of .-92 : •ice\ i \ � Of drowing no. °c�®.� W16-73 PRODUCT APPROVED as complying with the Florida Building Cods a:7 SEATANT: • • • rova App•Db a 071¢0/201? • • • • • • • • • • - �� ATE ''®� ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • • � • • '••ROTI! WHITE/ALUMINUM COLORED SILICONE. • • M� a oau on ro • i�cS°�,"••••• Al ••• • • • • ••• • • ••• • • • ••• • • .-92 : •ice\ i \ � Of drowing no. °c�®.� W16-73 4.5755.686-7.496 ��— .0TIT62 �— .062 070 �. ,743 7.151 1.151 1.151 m, FRAME HEAD (2 TRACK) E1A E18 FRAME HEAD (3 TRACK) FRAME HEAD (4 TRACK) E1 062 .070 .06210 Lj 2.000 2.000 C � 4.J62---�I '`� 7.704 5.894 FRAME SILL (2 TRACK) �` FRAME SILL (3 TI rt 1.380 1.330 1.380 .062— .072— mz l 3.715 5.685 5.525 4.585 7.496 7.335 062 L072 .062 .072 OE3A c'36 FRAME JAMB (2 TRACK) FRAME JAMB (3 TRACK) FRAME JAMB (4 TRACK) ;1750:1 1.74 732t-413.3 .178 E14 POCKET JAMB FRAME SILL Tlllwh •• ••• • • • • w •• �.,, C yn • •• • • • • ••f • /� w o < • • • • • • • • • ``11111111 • • • • • • • • • • • • �� IAF{{{��z�i� S:•; •✓GENS¢ :® � m ,n PRODUCT APPROVED as complyyi�ngg with the Florida No. 2 • • • • • • • • BuildingaCode }• • • • • • • • • • AW, -l -j&, -00-A20/2017 • • • • • • • • Y • , O ' •�� drawing no. • • • • B Mi - ro uc on ro •• �� W16-73 ,77��tliAt1�11�� sheet 21 of 23 • • • • • • • • • • -�j 1.340 LTM 1.340 I� 611 2.811 2.686.062 2.686 .062 L LN .866 PANEL TOP RAIL PANEL TOP RAIL EB (LAM. GLASS) E4 (INSUL LAM. GLASS) ASTRAGAL STILE E12 (LAM. GLASS) r7.7321 2.993In .062 2.993 .062 2.118 2.118 I 1 1.350T.2S11 5 1.340 M- 1.340 M - PANEL BOTTM RAIL PANEL BOTTM RAIL Et9 INTERLOCK STIFFENER E9 (EES qpt, GLASS) (INSUL LAM. CLASS) 2.926 863 062 062 I �� -` .087 1 1.490 1.340 1.490 � 0 EIB 2051 2'051 FIX. PANEL BOTTOM GUIDE PANEL JAMB SE PANEL JAMB GLASS)STILE E10 ( TIL GLASS) E5 (INSUL LAM. 711 050 2.750 2.750 .512 115 �- 3I� .275 1.340 1.798 1.340 1.798 .062--I .062 Et5 TRACK INSERT 11.622 3- 1.622-I INTERLOCK STILE INTERLOCK STILE E11 (LAM. GLASS) E7 (INSUL. LAM. G1155) .500 2.551 1.74 I� .062 E17 SILL RISER im ASTRAGAL STILE. (INSUL LAM. GLASS; y1� .040 .281 -.711 L HEAD COVER .243 .050 1.791 JAMB COVER 267 I 040 .711 SCREW COVER 970 w 929 . Z O .052 H a W M O Mt GLAZING GAKET O N LAM. GLASS O O; O�7Nn Qaoo.1 972 In 0 Q N .062 1.075 Qwmir M2 GLAZING GASKET INSUL LAM. GLASS MATERIAL - SILICONE HARDNESS - 7033 0 TENSILE STRENGTH 1139 P51 p ELONGATION AT BREAK - 235% TEAR STRENGTH- .107 L6/IN ... ILII NESS TEMPERATURE _ -40' F (22N•21ZF) COMPRESSION. SET - 12.52 c2 C) J C Z J Lel E w 3V-) N n 0 a M ro a 0 32 � 10 • •• • • • • ••• f `per 00 • • • • • • • • • 1t1111111fiT��/ 00 00 0 PRODUCT APPROVED - as pom lying with the Florida • • • • • • • f Buildi•g Code• • • • • • • Nom-Np• • 16-0617.02 00* • • • • • " • • • • iPPro•al D /20/2017 �� t• T C� drawing • .. • . By • f Vis°P:'%" W16-73 ••• • • • • ••• • • • • • • • • • • • • FRAME TOP CORNER 2 TRACK FRAMES (SHOWN)" 3 TRACK FRAMES (SIMILAR) WITH (1) ADDL FASTENER 4 TRACK FRAMES (SIMILAR) WITH (2) ADDL FASTENERS FRAME BOTTOM CORNER 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES (SIMILAR) WRH (1) ADDL FASTENER 4 TRACK FRAMES (SIMILAR) WITH (2) ADDL FASTENERS M74 PANEL TOP/BOTTOM CORNER LAM. GLASS RAIL & STILE (SHOWN) `INS UL LAM. GLASS RAIL & STILE (SIMILAR) ••• • • i? •• ••t t • • • • ••,} .' • • • • • • • • • ° 8 ••• ••• ••• ••• • • ••• J1P�IIAMHA, PRODUCT APPROVED ``\`` ` ��.•�1c1:N8F•',® 0 as compliing with the Florida Building 0 j • P• • t • 000 ode NOA-Nw 06-0617.02 No, 92 • • • • • • • • • • • • • APpryal ;atm 0 20/2017 _ �_ 9 a • • • • • • • • • • • • • �:• • BY '•, r tel, • • �f/ drawing no. ��/ I��ttt`�� sheet 23ot23 0 too 0 0 MIAMI'DADE MM. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and' accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHS). 0000 This NOA shall not be valid after the expiration date stated below. The Miami -Dade County PrUmt Control..... Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade C44y) reserve the right • • to have this product or material tested for quality assurance purposes. If this pmbtiw *or materiat fails to- • • • perform in the accepted manner, the manufacturer will incur the expense of such't'ZsStiilb an•A d the HJ may.... ; immediately revoke, modify, or suspend the use of such product or material within Wens jui isaiotiork REP, , reserves .the right to revoke this acceptance, if it is determined by Miami -Dade !!Qty Product Control* 0 • 000000 .. . 000.0 Section that this product or material fails to meet the requirements of the applicable.44i ding code,.. 0 • 0 0 0 0 0 This product is approved as described herein, and has been designed to comply i7iith the Florida, Building Code, including the High Velocity Hurricane Zone. 0 . . . . 0000.6 0000.. APPROVAL DOCUMENT: Drawing No. W11-15,'titled "Series 5100 Aluminum Fixed W&w. TL`MJ.)", sheets 1 through`7 of 7, dated 03/22/11, with revision F dated 11/01/17, prepared by Al-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. uns =Ar .LABELING: Each unit shall beam permanent label with the manufacturer's name or logo, Barranquilla, Colombia, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. ' RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes -shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the. user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0922.02 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. �l3' Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS. 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0531.09) 2. Drawing No. W11-15, titled "Series 5100 Aluminum Fixed Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 03/22/11, with revision E dated 06/14/16, prepared by Al-Farooq Corporation, signed"and sealed by Javad Ahmad, P.E. B. TESTS • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94: 000000 2) Uniform Static Air Pressure Test, Loading pq; FAC TA• X0.2-94 • 3) Water Resistance Test, per FBC, TAS 202-94.:.. 4) Large Missile ;Impact Test per FBC, TAS 2Q4 -94. ; • • • • • 5) Cyclic Wind Pressure Loading per FBC, TA5'243-94 ' ' •: • •. along with marked -up drawings and installation diagram of an*.�e**mum fi7jd. • • • • casement window, prepared by Fenestration Testing Laboratory.duc., Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 raspectively,otl; signed • ••: • and sealed by MarlinD. Brinson, P.E. • . . . . ...... (Submitted under NOA No.'] 1-0531.09) • • • • • • • C. CALCULATIONS 1. !Anchor verification calculations and structural analysis, complying with FBC Ste Edition (2014), dated 10/28/14, prepared by Al-Faiooq 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. 14-0916.10 issued to Ku-raray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 06/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kararay America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. Manuel Pere E. Product Control Exa i er NOA No. 18-01 .05 Expiration Date: September 22, 2021 Approval Date: February 22, 2018 E-1 ES Windows LLC NOTICE OF ACCEPTANCE: 'EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated June 13, 2016, issued by Al-Farooq Corporation, signed and ` sealed by Javad Ahmad, P.E. ." 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under ]VOA No. 11-6531.09) 3. Proposal No. 10-0505 issued by Product Control, dated 06/29/10, signed'brganuel Perez P. E. •�•• ••�� (Submitted under NDA No. 11-0531.09) ' ' • 4. Distributor Agreement between, E.S. Windows —Energia S,014-S.A., Barranquillai Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A., dated*W/20/20, signed 11y • 0000 .. 0000. Carla Garcia Torrente and by Andres Chamorfo, respectively. • .00000 (Submitted under NDA No. 11-0531.09).000 0 • .. . 0000.. G. OTHERS % 1. 0 0 0 0 Notice of Acceptance No. 15-0129.04, issued to ES WindoAs•,�ILC, for their Series...� "5100 Casement" Aluminum Fixed Window - L.M.I., approved on O jjI 15 and . expiring on 09/22/16. Manuel Pere RE Product Control Ega NOA No. 18-0116.05 Expiration Date: September 22, 2021 Approval Date: February 22, 2018 E-2 ES Windows LLC NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS ' 1. Drawing No. W11-15, titled "Series 5100 Aluminum Fixed Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 03/22/11, with revision F dated 11/01/17, prepared by Al-Farooq Corporation; signed and sealed by Javad Ahmad, P.E. .a B. TESTS 1. None . C. . . .... ...... CALCULATIONS • 1. Anchor verification calculations and structural analysis, compl4ug.,with F$.0Oh ....:. Edition (2017), dated 10/814 and revised on 10/06/17, preparad by-Al-Farooq •.� Corporation, signed and sealed by Javad Ahmadj.E. "" ' .... . .. ..... D. QUALITY ASSURANCE ..'..' '..'.' ...... 1. Miami -Dade Department of Regulatory and Economic Resourem ffR) • E. MATERIAL CERTIFICATIONS • • • • • • 1. Notice of Acceptance No. 17-1114:14 issued to Kuraray America, IbA • fdr their "Trosifol® Ultraclear, Clear and Color PV13 Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray "America, Inc. for their "SentryG-las® (Clear and White) Glass Interlayers" dated 12/28(17, expiring on 07/04/23. F. STATEMENTS ` 1. Statement letter of conformance, complying with FBC 511 Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 11, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0922.02, issued to ES Windows, LLC for their Series "5100 Fixed Casement" Aluminum Fixed Window -L.M.I., approved on 09/29/16 and expiring on 09/22/21. Manuel P z .E. Product Control xa finer NOA No. 1 116.05 Expiration Date: September 22, 2021 Approval Date: February 22, 20A E-3 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH SERIES 5000 CASEMENT WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, :.FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS•TO BE HIGH IMPACT. NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TOSTEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i:e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 53 1/6' WINDOW WID 46 3/16' SURFACE APPLIED D.L OPG FALSE MUNTINS A OPTIONAL II jj II II C 4 II---- II II II II II U II II ri<+ man � II _ O-----L--Z--u------ — --7`T-''IT------ � II II II II N II II - II 11 II II II II A II II 13 1X. 6' MAX. MAX. HEAD/SILL HEAD/SILL CORNERS TYPICAL ELEVATION TESTED UNIT DAYLTTE OPENINGS: D.L.O. HEIGHT = WINDOW HEIGHT — 6.9375' D.L.O. WIDTH = WINDOW WIDTH — 6.937g" N Z "'w 3 V j w 0 M Z Z F W i N d cj o m 08Of 0,11¢2 Is IF -! § 0 .dW C i O �zof n a�inf � O ' � m � n J n I m � r0 w x U J w ix z F 3 3rn N n w c)v Elf W Q O +oi3� o' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. • �, f SHUTTERS ARE NOT REQUIRED. W • • • • JAN 0 3 2018 • • • • • • • • • • • ``1111111111/Irrr _ AN • PRODUCTREVISBD m cemPlyirtg with 1M Fk"A • • • • y£ No • •• •• • • • • • • • • 6 1ltate • • • • • • • • • • • OF IS �'�SS'/p�At •• . • • • • • 411.x• sheet 1 of 7 'x11/11111111 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSP WINDOW DIMS. GLASS TYPES 'C'. 'D', 'E' & 'P' WIDTH (W) LENGTH (L) EXT.(+) I INT.(-) 24' 30" 36' 1. 48' 54' 60' 62' 42' 90�*-00 90. 90.0 90.0 90.0 90.0 .90.0 90.0 24' W. 36" 42' 48' 54' W. 62' 48' 90.0 ' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 24" 30' 36' 42" 48" 54' 60' 62' 54' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 88.5 88.5 88.5 88.5 88.5 88.5 24' W. 36' 48' 54" 60' 62" 77.1 77.1 90.0 90.0 90.0 90.0 - 90.090.0 90.0 90.0 90.0 90.0 88.5 88.5 79.7 79.7 79.7 79.7 24' 30" 36' 42' 48' 54' 59' 66' 1 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 88.5 88.5 81.0 81.0 24' 30' 36" 42- 2'54'24' 54- 72" 90.0 90.0 90.0 90.0 90.0 90.0 24' 30' 36' 42' 48' 51' 76' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 DESIGN TOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES 'C', 'D', 'E' & 'P' WIDTH (W) LENGTH (L) EXT.(+) INT.(-) 19-1/8' 26-1/2" 37' 48' 53-1/8' 62' 26' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 19-1/8' 26-1/2" 37 48" 53-1/8" 62' 38-3/8' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 19-1/8' 26-1/2" 37" 48" 53-1/8' 62" 50-5/6. 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 19-1/8" 26-1/2' 37" 48' 53-1/8' 62' 63' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 77.1 77.1 19-1/8' 26-1/2 37' 48' 53-1/8' 74-1/4' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 19-1/8' 26-1/2' 37" 48' 51' 76' 90.0 90.0 90,0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 ' HEAT STRLTH'D. GLASS 090' Irlterloyer Trosffol PVB By 'Kurcray America, Inc.' 1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 795/983 z m 5/32" HEAT STREN'D. GLASS OR 5/32' TEMP. GLASS ` 1 /4' AIR SPACE 1/8' HEAT STREN'D. GLASS .090' Interlayer Trosifol PVB By 'Kuramy America, Inc.' 5/32' HEAT STREN'D. GLASS SILICONE DOW CORNING 795/983 2 ite z 4 ' HEAT STREN'D. CUSS 090' Interlayer SentryGlas By 'Kuraray America, Inc.' r-1/8" HEAT STREN'D. GLASS ISILICONE r DOW CORNING 795/983 V -1=7 GLASS TYPE 'D' 5/32' HEAT STREN'D. GLASS OR 5/32' TEMP. GLASS 1/4" NR SPACE 1/8' HEAT STREN'D. GLASS .090' Interlayer SentryGlos By 'Kuraray America, Inc.' /32- HEAT 5DOW CORN3 S NG NGLASS 795/98 Z g 3 O� q• Z Z oal. 1WNu i BOG II O GNn CI a A �0?28 o gCo r..�$Q u)0 iv AT 1/4 POINTS ON UTES Q W y 9 WIDER IRM! 36' U. $ i (�1 5 SETTING BLOCKS AT LAM. GLASS Q 11 w r NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Jw m J m pI 3 � 0 O M w ._. ` v l n SILICONE W • • 9A AT 1/4 POINTS ALL SIZES � 12 o • III GLASS TYPE 'E' GLASS TYPE 'F' SETTING BLOCKS AT INSUL IAM. CLASS NOTCH GLAZING BEAD LEG 2. o � a g L • • • • • • TO CLEAR BLOCKS • • • • •• •• • • • •• •• Q 3m N] o Q 0p Z 3 J m 3zi^ 0 w w tn�I- LV ')¢w I' 1 li v) r'7 0- �I 1. l W • • 9A AT 1/4 POINTS ALL SIZES � 12 o • III GLASS TYPE 'E' GLASS TYPE 'F' SETTING BLOCKS AT INSUL IAM. CLASS NOTCH GLAZING BEAD LEG 2. o � a g L • • • • • • TO CLEAR BLOCKS • • • • •• J GLAZING OPTIONS NOTE: cm' TO QUALIFY FOR SMALL MISSILE IMPACT RATING 0 0 « m 3 � � EXTERIOR PLY OG GLA&`•: =YPr&S �E' &.•'F' IJUSj BE 76MPERED. �>-- 5 S o • • • • • • • • • � u o I /4" AM SPACE CONSISTING OF: • • • • • • • • • 99: • • JAN 0 3 2018 ,.11111 I1 I, W SPACER, • • • • • • • • ��p.9 !4TIgy��i = - t1l7tE P •, ....... a0 'HEUMA' LOW PROFILE ALUMINUM SPACER • • • • • • • • • • • • ': SP WIDTH AND LENGTH HORIZONTALLY A CAN W ORIENTED VERTICALLY OR HORROMALLY AS SHOWN ABOVE. (3Y.'LINGERMANN GMBH' PRODUCT REVISED AROUND THE PERIMETER OF THE GLASS. ssmoyb*withlb. FWrids r a a PER METES R SEALANaT' • • • • • • • • qiakWg C.& SILICONE • • • • • • E. )late Dei a o` DOW CORNING 791 • • • • • • �F' %�®' pTEOF :•ty�: drawing no. GE 2000 NOTE; • • • : • • • • • Bi j°[OR10It, \� GLASS CAPACITIES ON•T•HIS S4? AFIE• h ''i Ss •..... �� ` W - 5 BASED ON ASTM E1300-09 3 SEC. GUSTS . ��tf, A,-��`� f11 H1ILLLtt1 sheet 2 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS SEE ELEV. FOR SPACING w ' ler"z� 1rPlcai ANcr+oRs Y SEE ELEV. FOR SPACING METAL 1�MWA1-11A[1E •COUNTY 0 gw 3 EDGE SfRUCR1RE ,`�, F MULLION Ec N S 1{ J, 3 p F q id a DIST. EDGED .,�� s' Y . c a• l.e•" ,' a °t T f a> 1�- o v o b •aq„}r�i W;,} " of€,N4 'ro"''YA ..}i # �a�' ' ..I I'�"a+wM a I �0/ T+N..'ai •+-' �?TY M,da tv,' • /.'�#X r�+a 1.7t- yF". j LL K� y Ar 'F�C•15- M G.yk � �'f:1�' I � ✓9 �' .�.',/ '. ., �h{ y .vw",�'p ` y � Cl N � a Q Q 4 IL 2 In 0 c } �k+k u J �Oi # ' .'i•-' 'fit '. L ,'f y{i , s _ 4 t,{•c Ar Y tx?$y„�� 'L'9. Q KW In 4+ m m A + "SFA W F 0 i- TYPICAL ANCHORS: SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS v MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD_ STRUCTURES o m AND •TRANSFER THEM TO THE BUILDING STRUCTURE. 1-1/2" MIN. PENETRATION INTO WOOD,(HEAD/SILL/JAMBS) 3MERU 0 w n 4- �w 28 w DIRECTLY. INTO CONCRETE OR BLOCKS m to W,_ i o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 00 CD 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 0 0 n o $ , w - is _. i -3/4" -MIN. EMBED INTO CONC. (FOR MULLION .CLIPS ONLY) iO R OR INTO METAL STRUCTURES-(HEAD/SILL/JAMBS) w O (3).THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8"'THK. MIN. (Fy = 36 KSI MIN.) ' (STEEL IN 'CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) m m i oro 8 2 -� ¢ a �Q w • �'6��A �c-`r �• '� ' z'd k i �{H �' �rti"'r .„� �P i�° rp °'�' ,."'�{"7 A. � ar � •• ozon.. 5f 00 000 0 0 ,.,�' ore. §i gii>'� � {t • • • • • • • • • 11111 I 1 N d r`� y y�$ <�5r" .. • • JAN 0 3 .a"ya2•M'' Xl':;;@Y <`g� i •' -�ik 4 d 'i'�+"Fn'0.',»j �{•4 1 i • • • • • • • • • • • ••• x r. z t`a�'�a >t., a �' � �.; � �. : ori s2 sr;• ,-. � � + a ,& " `r� � �•''• � RE PRODUCT T' VISED xr° canNriig >'' w�iththe Florida 2 .. s °,�, r1r4a;�{` 3�.s"`",'� Y s{sP"�a,' x'�'F' ` }"°'� •7 as T �a +x `� �"it� t { . n, r .3w t k'� z �°'�r'.w � 1 �r ' ., � _� • • • • • • • �18'0116-0$ ... dJ� rte � .!� � `�, a{; � 3+� �,' zr . a �' � a_'t r' •'� • • • -• • • � drawinge no. r � + �n �+^�?�z->:�. ref 9 � " ,�� {s ��.�� ,,1� +4 d ''� •�,,'i � • • • • • • 'fie I � ,(� .n;q<,",. 1"4+ir < iYPSC<tl-l��TT`;� t to &s?` $*'`r,7Tpt�AL ANRS r;5�'•' • • • • • 7E OF ' (y 1d r . r std FOR SP - sEev ='�:' �•' W 1 1-15 pit DIST R AC!NG.. • • • • • • • • • i ORIO •'� t. � 1' `f Pr EDGE .�.�"x .'� i.. S' "'�s�< � � $4 A. �.:',_ - .r.� � '''• • • • !'koduct irr'/"�O�p1I. ��G`` - - ///1111111111` sheet 3 of 7 • • • • • • • • • • • NPICAL Fd I TYPI CHORS FOR SPACING 4.V z Z 0� • MN= a Coo`d o OGHm C1a�m paco8 QpR LLZN_l CD Q W N E O J n I O� 3 � I` J � Jw vjN 3 O M n p M m o Z_3�n .n 3zwo w Ilo "3 w lil LOQ J N M � O N 8 to o� w j w ` o d 0 0« m .00 .. JAN 0 3 2018 ,t tlt ltt„ PRODUCT REVISED as c .ptyi%with the Fkdb • • • • • • • • duildm6 GoAe -0►76 v' o $ a • • • • • • • pRipt•nce iio — �'� O • • • • • • •• • E.�i�p•n¢ pie 1 �/ • • • • • • • �® ', STATE OF �(/� drawing no. 0 0 • • • • Tfl>rm Product i,�S �®Nr4L ��``� ��ttIIII ItIttt sheet 4 of 7 • • • • • • • •• 0:0 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4+V w TYPICAL ANCHORS N CAL ANCHORS SEE ELEVS. FOR SPACING SEE ELEV. FOR SPACING I -------------------- EDGE DIST. METAL Fr- -------- ---------, Z -aj EDGE DIST.STRUCNRE I MIAMI-DADE COUNTY APPROVED I C 'O I MUWON h MULLION ANCHORS I e I� SEE SEPARATE NOA I i 6 EDGE li JO`� o _ I aST. I Q N U .. •a .• . •. I I I� J CGN� _ � ii G ui a 10 m 1O _ 1 10 KKnl -p 04G0 :I A �4yo� Z ALT. us 6 19 Z rn 6 I TYPICAL ANCHORS Q w •I SEE ELEV. FOR SPACING 0 m h � n I w o°D o n w = W O_ O v N n C a o��1" 1/4' MAX` ALT. o "•' n SHIMS Z J 10 w VI N W M O 0 w d o3�3� 0 w U g W d O ;W_ OTYPICAL ANCHORS c u SEE ELEV. FOR SPACING a e N ALT. ,� •• ••• • • • • • •• ` 0 o 10 • • • • • • • • •J. � ``T{{11111/TTT • • • • • • JAN 0 3 2010- •• ••• •• • • • t• :�'P•' lake 1 0 a PRODUCT REVISED .. c : as cemoyM with Hie Florida - Bu TYPICAL ANCHORS • • • • • • �A� � SEE ELEV. FOR SPACING • • • • • • E. Qim (Y�fi T'E OF <(/�� ddrawing no. • • • • • • EDGE DIST. • D INSTALLATION DETAILS fi'ITTi• �'LUS�I FRAIviF. •ADe�B.'I� W 1 1-15 NIIIAI�1{{A` - sheet 5 0f 7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Q FIX. WDW. FRAME .062 .172 ( .891 F- O2 FIX. FRAME COVER I , 1 •-.329 BO' 3 .050 '3 y GLAZING STOP (LAM. GLASS) _ L .688 r �----, 062 --F .803.050 I .5001 725 1.083-I ��L-2.0��63--I�� 38 GLAZING STOP (INSUL. LAM. GLASS) 10 FLUSH FRAME ADAPTER 1.000 1.000 .338 125 .125 3.000 3.000 .338 1 x 3 1 x 3 7O CUSTOM MULLION 7A STD. MULLION QB MULLION CLIP riEld PART / QUANTTff DESCRIPUON MATERIAL MANF./SUPPLIER/RKWARBS 1 ES5015 4 FIX. WOW. FRAME 6063—T6 — 2 ES5016 4 FIX. FRAME COVER 6063—T6 — 3A ES7103 AS READ. GLAZING BEAD (LAM. GLASS) 6063—T5 — 38 ES1017 AS READ. GLAZING BEAD (INSUL IAM. GLASS) 6063—T5 — 4 27-425 AS READ. GLAZING GASKET EPDM DUROMETER 60 SHORE 'A' 5 — AS REQD. FRAME -ASSEMBLY SCREWS — #10 X 1' PH SMS 6 PJS40—SS AS REQD. CORNER LOCK ST. STEEL SULLIVAN @ ASSOCIATES 7 — AS REQD. 1X3 CUSTOM MULLION 6063—TB — ' 7A AS REQD. 1X3 STANDARD MULLION 6063—T6 — 8 • — AS REQD. MULLION CUP 6063—T6 — 9 27-372 2/ LITE SETTING BLOCK, 7/16' X 3/16' X 3-1/2' LONG EPDM AT 6' FROM EACH END, DUROMETER 75±5 SHORE A 9A — 2/ LITE SETTING BLOCK, 5/16' X 5/8' X 4' LONG EPDM AT B' FROM EACH END, DUROMETER 75±5 SHORE A 10 ES -5017 AS REQD. FLUSH FRAME ADAPTER 6063—T5 OPTIONAL 11 — AS REQD. GLAZING TAPE (1/4' X 1/2' FOAM i — SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREW SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. NOTCH CRIME C1hl1R PRONAL JAN 0 3 2018 1111II1 T/ G- Or . • • • • • • • • • 1L w L, I 1/2' • Y • • • • • • • �� J�•''j PRODUCT REV LSED r� as complwith tlr F'bri6a '=. � r s Ed. • • • • • • • • A ildo1R Caying de • • • • • • t D�ft •1 �: O • • • • . • • <t/\ drawing no. Iml 1 15 ��11I1LI1111t� sheet 6 of 7 MULLION LOAD CAPACITY - PSF D MULLION LOAD CAPACITY - PSF • • ••• , x fi , x 5 I x 8 , x s MULLIONS WIDIDOW DIMS. S1D. MULL CUSTDM MULL WDYDOIT D. .STD. MULL CUSTOM MOIL -QLIPPED EXT.(+) EXT.(+) EXT.(+) EXT.(+) WIDTH (W) LENGTH (L) INT.(-) - INT.(-) WIDTH (W) LENGTH (L) INT.(-) INT.(-) • 26-1/2' • 90.0 90.0 30" 90.0 90.0 37' 90.0 90.0 36" 90.0 90.0 42• 90.0 90.0 42' 90.0 90.0 45' 58' 90.0 90.0 48' 54' 90.0 90.0 48' 90.0 90.0 54' 90.0 90.0 53-1/8' 90.0 90.0 60" 90.0 90.0 62 90.0 90.0 62' 1 1 90.0 90.0 26-1/2" 90.0 90.0 30' '- 90.0 - 90.0 - 37' 90.0 90.0 36' 90.0 90.0 ' 40 90.0 42' 90.0 90.0 45' 90.0 190.0 48" 60" 90.0 90.0 48' 90.0 90.0 54" - 90.0 90.0 53-1/8' 90.0 90.0 60":. 90.0 90.0 62" 90.0 90.0 62" 90.0 90.0 26-1/2' ,. 90.0 90.0 30" 90.0 90.0 "37" " 90.0 90.0 36" 90.0 90.0 42' 82.5 90.0 42" 90.0 90.0 74-1/4" 66" 45' 78.6 90.0 48' 90.0 90.0 48' 75.4 87.4 54' 90.0 90.0 53-1/B" 71.0 83.2 59' 1 90.0 1 90.0 26-1/2' 90.0 - 90.0 30" 90.0 90.0 37' 84.2 90.0 36' 90.0 90.0 42' 76.4 900 42' 72' 90.0 90.0 i "Z r 3 Ok y G•i �' a of in I a 09 qO N a�W � C'G sr~7 payo<epS}p K Z O Q W ' �_ • J � to JY P Q W T E F TYPICAL ELEVATION SIDE BY SIDE WENDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS J N WIDTH (W) = Wl + 1V2 3 2 3 o n W w 45" 76' 728 87.6 48' 83.6 90.0 rn p z 4 2 3/4' 1/2' rc� z"! f0 N < n 48' 69.7 84.5 54' 78.4 86.8 8 0 51' 87.1 81.9 3p' 90.0 90.0 < Q rn V = ¢ OO d' M 36" 86.1 90.0 42' 76' 76.4 90.0 3 J q8• 69.7 84.5 51• N 67.1 81.9 M N N W M A F NOTES: O 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR FIXED WINDOW CAPACITY SEE SHEET 2 OF 7.�' 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. TYPICAL ANCHORS PER SS10`,D.� 'Ffy�, 'fie � s _ • �!•'{�,`•5 • it `i • •• c �. 1 h:� ..,.•e i • • JAN 0 3 2019 /7j7 11 I 1 I • "' s � ,� • «• c.. •�"`r •. �' • • • `1111 PRODUCT REVISED.a- .,,s wdb Wa Florida z 70582 Bui YN!B a cry c 4 c •• • r-,••� cas Aar m 1fo18-011 "PS - z a o a ou �xr a+� •,l�•*¢E,v4 •• /3081 -� t� +r'.x sN'¢`:' 3•tf ..WITH i • ?• "+1 �? B ATE OF 7 l(/� drawing no. • +`G,t. , .� +1� -,; a„°ri• ' � •• r' • n •�,�'=tV,� •-. fki Da•eP•axt ', '• , orsro�.•'�� W 1 1-15 `r,.,,, , ,a,. y •> •.a� �•,r.T • .. • • ��77771oIVA1. ,��` sheet 7 of 7 ••• D • • • ••• • • W7 W2 i "Z r 3 Ok y G•i �' a of in I a 09 qO N a�W � C'G sr~7 payo<epS}p K Z O Q W ' �_ • J � to JY P Q W T E F TYPICAL ELEVATION SIDE BY SIDE WENDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS J N WIDTH (W) = Wl + 1V2 3 2 3 o n W w 45" 76' 728 87.6 48' 83.6 90.0 rn p z 4 2 3/4' 1/2' rc� z"! f0 N < n 48' 69.7 84.5 54' 78.4 86.8 8 0 51' 87.1 81.9 3p' 90.0 90.0 < Q rn V = ¢ OO d' M 36" 86.1 90.0 42' 76' 76.4 90.0 3 J q8• 69.7 84.5 51• N 67.1 81.9 M N N W M A F NOTES: O 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR FIXED WINDOW CAPACITY SEE SHEET 2 OF 7.�' 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. TYPICAL ANCHORS PER SS10`,D.� 'Ffy�, 'fie � s _ • �!•'{�,`•5 • it `i • •• c �. 1 h:� ..,.•e i • • JAN 0 3 2019 /7j7 11 I 1 I • "' s � ,� • «• c.. •�"`r •. �' • • • `1111 PRODUCT REVISED.a- .,,s wdb Wa Florida z 70582 Bui YN!B a cry c 4 c •• • r-,••� cas Aar m 1fo18-011 "PS - z a o a ou �xr a+� •,l�•*¢E,v4 •• /3081 -� t� +r'.x sN'¢`:' 3•tf ..WITH i • ?• "+1 �? B ATE OF 7 l(/� drawing no. • +`G,t. , .� +1� -,; a„°ri• ' � •• r' • n •�,�'=tV,� •-. fki Da•eP•axt ', '• , orsro�.•'�� W 1 1-15 `r,.,,, , ,a,. y •> •.a� �•,r.T • .. • • ��77771oIVA1. ,��` sheet 7 of 7 ••• • • • • ••• • • ••• • • • ••• • • MIAMI - DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26' Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/econom SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami=Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assarance'purposes. If this product or material fails to pet'f�t'tq in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ�iprirnmediatety revoke,** modify, or suspend the use of such product or material within their jurisdiction. RER r%�yf,4 the rito00 tprevoke • this acceptance, if it is determined by Miami -Dade County Product Control Section that.tllic.product or materiel • 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 �locida Buifdixg Coda•... including the High Velocity Hurricane Zone. $00000 ..... .. .. .. . ...... APPROVAL DOe1 MENT. Drawing No. W16-70'Rev B, titled "ES-EL150 Fixed Alutnirrum VMw. fL.M.I}:p..:. .... . sheets 1 through 9 of.9, dated 11/13/16 and last revised,on DEC 07, 2017, prepared W ArFarooq Corporatiq,•..; signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control AevisiWstAmp with • the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. ar - Limitations: 1. See design Pressure VS window sizes and glass types in charts in sheet 3. See glazing types in sheet 2. 2. See sheet 5 for optional mulled side by side installation (Approved impact mullion, under separate approval), when the windows are mulled, lower Design Pressure may control for entire assembly. AHJ to review such installation for tributary end load and required anchors. LABELING: Each unit shall bear'a permanent label with the manufacturer's'name or logo, BAR.RA.NQUILLA, COLOMBIA S.A., 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. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the material's, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 16-0617.05, consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. MIAM!•DA LJNTY E lib! A r i z a> ratt n ll a irs L8,rn re:c9c azw' ,Kx-.:ti , Pagel ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-70, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.I)", sheets 1 through 9 of 9, dated 11/13/16, with revision A dated 05/12/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E.,. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 " along with marked -up drawings and installation diagram of at'li pm fixV� window; •. - • prepared by Blackwater Testing, Inc`., 'Test Report No. BT- SW -1&W4, dated..:. 11/14/2016, and revised on 05/10/2017, both signed and sealett by Constantin Borte;,. P.E. . .. ..... 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2Q:;*§L • 2) Cyclic Wind Pressure Loading per FBC, TAS'a01-94 along with marked -up drawings and installation diagram of alattftm fixedrwindow, •� prepared by Blackwater Testing, 'Inc., Test Report No. AT-ESW-17.412, datelt — 9 05/10/2017 signed and sealed by Constantin Bortes P.E. ' C. CALCULATIONS • 1. Anchor. verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 11/16/2016 and revised on 12/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javan 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayer". dated 01119/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasg (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 11/I U18. 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. Is aq I. Chanda, P. E. Product Control Examiner NOA No. 17-1218.12 Expiration Date: May 18, 2022 Approval Dater February 08, 2018 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), and of no financial interest, dated 11/16/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Distributor Agreement, dated 02/21/17, signed by Carlos Garcia (Cl Energia Solar SA) and by Evelyn D'aes (ES Windows). _ 2. Statement letter of no financial interest, dated 11/22/2016, prepared by Blackwater Testing, Inc., signed by Dennis Duffy. 3. Test proposal # 16-1476, approved by RER, dated 12/16/2016. 2. New Evidence submitted. • • • • • ....... .. . ...... A. DRAWINGS ...;.• • 1. Drawing No. W16-70 Rev B, titled "ES-EL150 Fixed Aluminum Wdw. {L.lVLL)", sheets • • • •; through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, prermed by=Ai•Farooq••••• Corporation, signed and sealed by Javad Ahmad, P.E. """ " ' '•"' Note: This revision consist of editorial changes of FBC 17 (01. Editior�%Q compliance. B. Test •"••• 1. None. •••••• C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017_(6th Edition), dated 11/08/17, prepared prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises # 16-0617.05, expiring 05/18/22. Isha4 I. Chanda, PA. Product Control Examiner NOA No. 17-1218.12 Expiration Date: May 18, 2022 Approval Date: February 08, 2018 E - 2, r z DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADECOUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DAYLITE OPENINGS: D.LO. HEIGHT c WINDOW HEIGHT - 3.125" o o ' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE D.L.O. WIDTH_ a WINDOW WIDTH - 3.125" REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA `u BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 113Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. • ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DEJALS • • • • • HUI�ERS ARE•NIOT REQUIRED. o = AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED -EMBEDMENT TO BASE • • • • • • • • o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • • • • • _//�� m o m • • • • • • • • • • • • LCL. O qni A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD eNLY. ? 2,. � .. •• ••• •• • v . •. J�,,� e 'q AN ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND'.NON-COMPRESSIBLE. PRMCf REVISRD ` MATERkS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE � "ithtb. 70592 �_ REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTE4 STAN p"S. • gyaecc No THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFFQQRRMRnON• • • FsplgNf••• 2-2- 1 Z FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT-AI)EQUALt • • •(�� • • OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND 01401G FOQ • • l• S • %® OF ff/� drawing ` no. WATER INFILTRATION RESISTANCE ETC. • • • Pnlr•cpf}rpl • OP,. �; CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SE<tARATELP • • •• 'i ••'' 0�� W16 -7Q AND TO BE REVIEWED BY BUILDING OFFICIAL ''TO1rnn`` sheet. of g • • WINDOW WIDTH • • WINDOW WIDTH • WINDOW WIDTH � r? 44 7/8' 44 7/8' 44 7/8' • • ro • • • • • • m m 3 D.L. OPG. D.L OPG. D.L. OPG. 6" MAX. HEAD/SILL CORNERS 12' A MAX q HEAD SILL 6' MAX. HEAD/SILL6 CORNERS - 12' A MAX. HEAD SILL B" MAX. HEAD/SILL CORNERS 12" A MAX. 7 HEAD SILL q a ~ L a G �• v _ a MH I I I 1 I h Q syn ' II 11 II-- 11 11- -11 - II II tl II 11 11 11 s 6OG N C II 11 II 11 C II it II II C II 11 II II � � 6 6 7 y� II II II II II II II II 11 11 II II W �ZN-_ S7 II II II II � II II II 11 � 11 II _ II II ,Q �=M7J w m 3 II II u n 3 II II n u 3 11 11 u n J n n II II II II 11 II II II 11 II II II 1 3 'z'II II m II II m II II m II II II II II II 11 II II II II II � Z II II 11 II II II � �: Q � 0� n W x Q � 17 � ...._. ..,.. FALSE MUNINS B gA B. mW _Z3 m (SURFACE APPLIED) 4 0 6 s a 3 Z MAY BE USED m %o 0 v W O— GNO TYPICAL ELEVATION IRICAL ELEVATION I N Q n w LaJ M FRAMES WITH FLUSH ADAPTER FLANGE FLANGE FRAMES WITH FIN ADAPTER nr'�-1 z DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADECOUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DAYLITE OPENINGS: D.LO. HEIGHT c WINDOW HEIGHT - 3.125" o o ' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE D.L.O. WIDTH_ a WINDOW WIDTH - 3.125" REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA `u BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 113Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. • ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DEJALS • • • • • HUI�ERS ARE•NIOT REQUIRED. o = AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED -EMBEDMENT TO BASE • • • • • • • • o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • • • • • _//�� m o m • • • • • • • • • • • • LCL. O qni A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD eNLY. ? 2,. � .. •• ••• •• • v . •. J�,,� e 'q AN ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND'.NON-COMPRESSIBLE. PRMCf REVISRD ` MATERkS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE � "ithtb. 70592 �_ REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTE4 STAN p"S. • gyaecc No THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFFQQRRMRnON• • • FsplgNf••• 2-2- 1 Z FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT-AI)EQUALt • • •(�� • • OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND 01401G FOQ • • l• S • %® OF ff/� drawing ` no. WATER INFILTRATION RESISTANCE ETC. • • • Pnlr•cpf}rpl • OP,. �; CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SE<tARATELP • • •• 'i ••'' 0�� W16 -7Q AND TO BE REVIEWED BY BUILDING OFFICIAL ''TO1rnn`` sheet. of g • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• _ a /8' TEMP- GLASS 5/16' AIR SPACE 1/8' HEAT STREN•D. GLASS 090' Interlayer Trosifol PV6 By 'Kuroroy America, Inc.' OR .090' Intedayer SentryGlas R'KurOmy America. Inc.' .090' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR 075' Interlayer Saflex CP With PET Core By 'East—,, Chemical Co.' 1/4' HS. GLASS SILICONE r DOW CORNING 795 DOW CORN NG 9a3 DOW CORNING. INSTANT GLAZE III AT 1/4 POINTS M4 ALL SIZES GLASS TYPE 'Ai' 7/8" OVERALL INSUL LAM. GLASS 1/8" HEAT STREN'D. GLASS 3/16' HEAT STREWD. GLASS w 0 090" Interlayer 090" Interlayer Trosifol PVS Trosifol PV8 iO By 'Kuroroy Americo, Inc.' By 'Kuraray America, Inc.' • 3 OR OR 0 u r 090" Interlayer .090' Interlayer w SentryGlas SentryGlos F. a BY Kuraray America, Inc' By Kuroray America, Inc.' e f Z OR OR a 6 '16 o 090" Interlayer .090" Interlayer O W W U Saflex Clear And Color Gloss Saflex Char And Color Class R 'Eastman Chemical Co.' 'Eastman Chemical Co.' W OR OR 075' Interlayer .075" Interlayer V N fes, Saflex CP, With PET Core Saflex CP With PET Core G7 0 uiM 'Eastman Chemical Co.' 'Eastman Chemical Co.' a C M FE 1/4' HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS O y SILICONE M g Ny N ! 13 b SDOW OCORNING 795 i. DOW CORNING 795 Q N u !! DOW CORNING 983 N o M2 Ij it DOW CORNING 983 � 2 N li Dow CORNING INSTANT GLAZE III � y i II �W' CORNING INSTANT GLAZE III .� � pob� g i �! l !! Q Of f AT 1/4 POINTS ON LRES r M3 WIDER THAN 36' ONLY GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS AT 1/4 POINTS ON LTTES M3 WIDER THAN 36' ONLY 5/32" TEMP. GLASS 5/16' AIR SPACE MOUCCREVIII 5/32' HEAT.STREN•D. GLASS "4"MlyWQ-ft 6tFbdb inriayer te huw090" a=CaeN &J Trosifol PVB EspimdW Dere By 'Kuraroy America, Inc.' OR Interlayer .090' SentryGlos ` By .Kuromy America, Inc.' • • • OR • • • .090" Interlayer • •• Saflex Clear And Color Glass • • • By,'Eastman Chemical Co.' ' OR ' .075' Interloyer Saflex CP With PET Core 5/W AIR SPACE CONSISTING OF: By 'Eastman Chemical Co.' P ' 5/32' HEAT STREN'D. GLASS 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' SILICONE AROUND THE PERIMETER OF THE GLASS. DOW, CORNING 795 PFRIMFTER SEALANT: z M m DOW CORNNG 983 DOW CORNING INSTANT GLAZE 111 SILICONE DOW CORNING 791 H M2 i '• • • • • • • • • • GE 2000 • •• • • • • • • • • • • • 000 • `ttt111 N II)))) 3 O 3 r • • • , • • • • • sCe ® 7 210 ] `1:1 •• • • • •• cENSt•.••. o E4 i 4 POINT • • •� IZES • • • • • _ c ,1 GLASS ME'Dii • • • • • • • • �� ' 1 drawing no. 7/8' OV&v INSUL• Im. GLINTS • 04,6 • • • • .�• D�.•' �� GLAZING OPTIONS • • • • w� 6-%0 A)ffllll11t1 sheet2 of 9 • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAAACIT WINDOW DIMS. GLASS TYPES 'B', 'AV, 'Di' WIDTH HEIGHT EXT.(+) 1NT.1 W. 36• 42' 48• 54' 1. 48' 60.0 80. 80.0 W. 80.0 80, 80.0 80. 80.0 80- 80.0 80. 1. 42" 48" 54• 60" INT.(-) 80.0 80. 80.0 80.0 80. 80.0 80, 71.1; 71 71.1 71 30" 36" 42" 1. 54• 60" 80" 80.0 .80. 60.0 80. 60.0 80. 80.0 ' 80, 71.1 71 64.0 64, 30• 36• 42' 48 54' 60• 66" 80.0 80. 80.0 80. 80.0 80. 80.0 80 71.1 71 64.0 64 W. 36" 42' 48" 54" 60' 72" 80.0 80 80.0 80 80.0 80 80.0 80 71.1 71 64.0 64 W. 36" 42' 48" 54 78" 80.0 SO 80.0 80 80.0 80 80.0 80 71.1 71 1. M. 42" 48• 54' 84" _ BO.o 80 80.0 80 80.0 80 80.0 80 71.1 71 30' 36' 42' 90" 80.0 ' 80 60.0 80 80.0 -ao 80.08080.0 !2"- 48" 6' 80 80.0 80 80.0 80 80.0 1 80 - PSP DESIGN LOAD CAPACITY - PSF - DESIGN LOAD CAPACITY - PSF GLASS TYPES 'B'. 'A1'. GLASS TYPE WINDOW DIMS. GLASS TYPES 'B', .11..1, GLASS TYPE 'A' EXT.(+) 1NT.(-) .. WIDTH HEIGHT EXT.(+) TNI.(-) EXT.(+) INT.(-) 60.0 80.0 30" 36' 42' 102" 80.0 60.0 60.0 80.0 60.0 80.0 80.0 80.0 60.0 72.9 60.0 68.6 80.0 80.0 60.0 64.8 . 60.0 60.0 30 36' 42" 108" 80.0 80.0 60.0 80.0 60.0 60.0 80.0 80.0 60.0 72.0 60.0 60.0 80.0 80.0 60.0 63.8 60.0 80.0 30' 36" 114" 80.0 60.0 60.0 80.0 60.0 80.0 80.0 80.0 60.0 71.3 60.0 68.6 30� 36" 120" 80.0 80.0 60.0 80.0 60.0 60.0 80.0 80.0 60.0 70.6 WINDOW r � b S 3 WINDOW I I WINDOW W WIDT}I L- -J WINDOW WIDTH WINDOW WIDTH WINDOW 1, 1 1 I1 �I i I I z I L J WINDOW WIDTH WINDOW W107N� WINDOW ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. PMDUCf RXVM 1 . e..PUf mth the P"'& h..9.g Coae Aecelt.see No 17-- 1 I '% Z ElpirttiN Date L NOTE: f w ``I� t.ai�ce• GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • BA&EQsON f'$TM E1300-09 (3 SEC. GUSTS). • • • • • • • • • 11111111l/ • • •: • • • • • 0 3 S n Z_ Ld � J � Jw Q a p 3: x 0 Go w J 3z�� W C) - !n ,'0 a_ w Wrl�k-' a • • • ; • • • • • • • • • • • OF � �j: Browing no. • • • li4IE: WIDINAND • &• DI�• • SCA:EPE•oFIE%D• VERTICALLYoRHo HORIZONTALLY ABO • • • • � ORS •�� • • /rjON/!L ``�`• W 1 6- 70 //Nnn11111� sheet 3 of g ••• DESIGN LOAD CAPACITY - PSF - WINDOW DMS. GLASS TYPES 'B'. 'A1'. GLASS TYPE WIDTH HEIGHT EXT.(+) 1M.(-) EM.(+) TNT.(-) 19-1/8" 26-1/2" 37' 48' 53-1/8' 26' 80.0 80.0 60.0 80.0 80.0 .60 .0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 19-1/8" 26-1/2• 37• 48' 53-1/8• 38-3/8" 80.0 80.0 60.0 1 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60-0 77.8 -80.0 'BOA , 60.0 75.0 80.0 80.0 60.0 75.0 19-1/8" 26-1/2" 37" 53-1/8' 50-5/8"80.0 80.0 -'60.0 60.0 80.0 0 80.0 60.0 80r7l 80.0 60.0.48''800 600 60.0 75.9 56.9 56.9 19-1/8". 26-1/2* 31. 48• 53-1/8' 58• 80.0 80.0 60.0 80.0 _ 80.0 80.0 60.0 80.0 80.0 1 80.0 60.0 77.8 80.0 BOO 60.0 60.0 72.3 72.3 541 54.2 1g-1/8' 26-1/2' 37' 48' 53-1/8" 63' 80.0 BO.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 X80.0 60.0 77.8 80.0 80.0 60.0 60.0 72.3 72.3 54.2 542 19-1/8" 26-1/2" 37' 48" W-1/8" 76" 80.0 80.0 60.0 80.0 80.0 80.01. 60.0 80.0 80.0 80.0 60.0 77.2 80.0 80-0 60.0 60.0 72-3 72.3 1 54.2 54.2 WINDOW r � b S 3 WINDOW I I WINDOW W WIDT}I L- -J WINDOW WIDTH WINDOW WIDTH WINDOW 1, 1 1 I1 �I i I I z I L J WINDOW WIDTH WINDOW W107N� WINDOW ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. PMDUCf RXVM 1 . e..PUf mth the P"'& h..9.g Coae Aecelt.see No 17-- 1 I '% Z ElpirttiN Date L NOTE: f w ``I� t.ai�ce• GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • BA&EQsON f'$TM E1300-09 (3 SEC. GUSTS). • • • • • • • • • 11111111l/ • • •: • • • • • 0 3 S n Z_ Ld � J � Jw Q a p 3: x 0 Go w J 3z�� W C) - !n ,'0 a_ w Wrl�k-' a • • • ; • • • • • • • • • • • OF � �j: Browing no. • • • li4IE: WIDINAND • &• DI�• • SCA:EPE•oFIE%D• VERTICALLYoRHo HORIZONTALLY ABO • • • • � ORS •�� • • /rjON/!L ``�`• W 1 6- 70 //Nnn11111� sheet 3 of g ••• • • • • ••• • • • • • • • • • • • • (y.. ,�^• `` i,.aa� ; 3� �'SPAI9INGz°txs m Li - - r_________________ I METAL I I MIAMI—DARE COUNTY APPROVED I 5'Ti, �f i d yA„ ft`1y�`�,.•,, b7�, ."0+'�.dST 4 ' rr.'1 - EDGE STRUCTURE I MULLION h MULLION ANCHORS I • 3 Pb ��+t..4 `T� i°,v',�, .'<, + sdh•e-'-'.V='t ° .r DIST. EDGE DIST- 1I SEE SEPARATE NOA I i Z F y n 7v1 s"� 4 1�r' y ri ;e ?.. • .. i:."t"t • �ta6` - I I EDGE ^k�"�y,rt�.14 -:�• '. :t's '."Y� Y°i '�ba - 04 o' � a, rt_ __ _ _______ _ a+ Y. tr'►ia E1 1..')y" '.:c ,4 a' ' °k a. '' • Rc 0 y€i1 �C � �� } �..Y>�+q ti,q � Y '."`7/''iel+- 4 •�}.5�3 .' \ m \ vl .. } ? Y! � TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS t SY ,Y•'' f`"' .�,�ei�{^,,� 't•. SEE ELEV. SEE ELEV. SEE ELEV.- Q ?1 % �• f� ` v - 9 .,> FOR SPACING FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS J a ro MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q w E i AND TRANSFER THEM TO THE BUILDING STRUCTURE. I I 10 !' TYPICAL ANCHORS: SEE ELEV. FOR SPACING h • I. L ,n 1/4" 064 TAPCON BY 'ITW' (Fw 125 KSI, Fy-100 KSI) ; m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) z U r2 J J W J Q a 't n 0 0 DIRECTLY INTO CONCRETE OR ,MASONRY -. x Oa, p 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 0 a 1-1/4",:MIN. EMBED INTO MASONRY (JAMBS) Z T.W., 1/4- DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) • Lu (6 20- a k ^sem' 2 INTO MIAMI -DARE COUNTY APPROVED MULLIONS . W W W M Aaccpn•ccW I �12J OR BagrMirl Date Z- INTO METAL STRUCTURES"(HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS naiactC�ua1 ALUMINUM:"1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) _ CO ' I � � �' �i •�� i � Rte' � ^ '` •'^ � 4�✓A43I G M N +�;' '�.•.: +.,,t _ � d44 �,�j'•�4 - WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. B i ,? •`��'V"y3a CONCRETE AT HEAD, SILL OR JAMES f'e - 3000 PSI MIN. o n r 4tx., • • • • • # "� • •'Cj90. 04OW./ I!lED BLOCK AT JAMBS fm - 2000 PSI MIN. fs cy �,��, � mit .s.. ^r : }�}'��.�a •� �#� • • • ••• • ��t, U7 }i} - `\\\V11111111fT�' ry+0s�s�• q 7 A�.. M1 b '� .- fiSY1f;a M7 r 4*1* f •q �• i' -� • • • • • • - ` • :t �� (� .vy/]o_ �i E1 - EI m. "tom 'T '.�.•,.... dh *'• • i •'• • • • • • • • `�� e�l'a' :....,, •„��i� nc 0592 v 9r w a r wl 3s x s $�$ tyy a • • • • • 8 dd .N • EDCE DIST. \ '7�T'� V^"4 '°g'��,�, '��, IBY•:q•pC ��• • • • • • • ..••�_�!• >t>i • • • • • • drawing a no. < 3 y(.9'sy fiM3"a ,� �'T'.uT ra t--•�, • • • • • • • OF '�kI` s pp pA�� TYPICAL ANCHORS ViF "„� „ • • iY•y • • • • • • • • '% (� .'•-..... �••' `.� _ W16-70 SEE ELEV.'- w!513 .�, • • • '�� SV� " FOR SPACING � . - �� O n l tl\\\`` sheCt 4 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LID tujo • •• • 1/4' MAX. c n � WZ a •• •• SHIM ,:. '�' i�;r, �S• �� t' 1/4" MAX. ewJ•- YE�i.',., �y,S.ri y - SHIMS 00, U M1 FZ t", SLR `J , '?''+' TYPICAL ANCHORS ad 0 N �1 '{—SEE ELEV. ;1' } <� ,dq f'� FOR SPACING .++.a.. '+..' t'=i 'ly`f .vFpt• ; '1>4 ,1 .1/4 pac1g9.i Z > - - - - - - - - - - - - �':� N'Z%l✓" 3'+ EXTERIOR E1 D.L OPG.g,�. f5 Y WOOD BUCKS < G° •i'sy� '' a `fi'y.,r �3 T. `� ' rad:: •. � WINDOW WIDTH v! a#. M' - •^3"1 d,'' } 4 d - 3 n 0 •r ANCHORS EL SEE FOR SPACING � Z o n - J.m MIAMI-DADE COUNTY T/4. APPROVED MUWON SHIM Q Uj �j N - SEE SEPARATE NOA p 7 N 01 n _ Q n TYPICAL ANCHORS c> Z 3 J `O 1I II SEE ELEV. 3 Z in ^ I I FOR SPACING W n LJ W M 1 I �I I� I I F qmD mEvIsmFiKib NWdnS o� METAL .. - TYPICAL ANCHORS SEE ELEV. _ STRUMRE - cFOR SPACING WINDOW WIDTH WINDOW WIDTH •• ••• c • n n - '= I = • • • • • •• f"'•� •7 2017 vii . -,.... _ • • • • • • • • • • • • • • • • • • • 1111111dd��'Utc `tap ' 2 • ••• • ••• • •� B • • • • • • • • • • • • • • • • • Q ATE .' gj � 000 000 drawing no. sheet 5 of 9 99 s • •• •• • • • •• •• - s FOR SPACING • • • • • • • • • • • • • • • • • • W O MIAMI -DARE COUNTY APPROVED < i0 MULLION & MULLION ANCHORS 3 SEE SEPARATE MOA W E n a EDGE DISE. E5 a L p 1 CS OU TYPICAL ANCHORS SEE ELEV. IL GjjW E5 0 OR M, 1 w 10 < Wn:s d Q�y�� TYPICAL ANCHORS a ? SEE ELF/. mmatiCf REVIM w FOR SPACING n kb ik F*A •. am%*W YL. I= v S b".&C.0 . (Z� i m Q W w f Xccvirmiat note % N -3wzw 3 I M w d 3 `O � n ,. Z U WINDOW WIDTH • • • • • • • • • • • • • • • • • • < m 3 It n 1/4" MAX, W E O. "1 n D_..,.. E5 ALT. p n Z 3 m 3z�o TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 w 10 < Wn:s d r 1 IA ttg 0 -3wzw w d U U m i z ,. WINDOW WIDTH •• ••• • • • •• •• cmr= °o • .. _ ? 0117 5o<m 0 , F INSTALLATION DETAILS WITH FF US11AMEAs_A S �� 70592� SEE SHEETS 4 & 5 FOR MINNOW DiTALS • • • • • • • • • - 0 0 OF • !y, drawing no.,. • • • • • • ��sjs��/i�t,��Y```` sheet g of 9 • • • • • • • • • • • • • • • • • • #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. ¢10 TENS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. © TYPICAL ANCHORS W O ILLDSTRATNE DTLS. ONLY SEE ELEV. ALT. EXT. OR INT. FINISHES FOR SPACING NOT BY E.S. WOW. 1 a i 40 Ooi° `l g 06 o _ FOR SPACING WINDOW WIDTH OGu�� G o 0 •• •.• v Cg • • •• �, 20= O 1 E6 .. . . a ALT. � a < m #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. ¢10 TENS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. © �N W O E6 ALT. 3 r W z 1 a 40 Ooi° `l TYPICAL ANCHORS - EXTERIOR SEE ELEV. 06 o _ FOR SPACING WINDOW WIDTH OGu�� G o 0 •• •.• v Cg • • •• �, 20= O'O N rcrc 8 O 600 w TYPICAL ANCHORS .. . . a SEE ELEV. � a < m FOR SPACING TYPICAL ANCHORS: SEE oxv. FOR SPACING 110 WOOD SCREWS (GRADE 2 GRS) INTO 25Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 1/4' MAX. GAP 1/2' MIN. O E8 ALT. J10 TEKS/SELF DRILLING SCREWS -AT'6 FROM ENDS AND 12 O.C. MAX. ••• • • • • ••• • • • •• •• • • • •• •• �N W O 0 g 3 r W z 1 a 40 Ooi° `l TYPICAL ANCHORS - EXTERIOR SEE ELEV. 06 o _ FOR SPACING WINDOW WIDTH OGu�� G o 0 •• •.• v Cg • • •• �, 20= O'O N rcrc 8 O 600 w • . .. . . a ,,,III � a < m al(lsi Q W 4 '..I Al , o J v°Di i m = ` o 3 n • • • • • • • • • • • RCi a k • • • • • • Z j J drawing no. 70 J 1" 'fill \\\\\\` sheet 7 of 9 Q p U)v~i * w m /ROW!CGREYFSF!4 r eYwPyieYt.-+:. `'e cl.eit• � _ m Z; � 3 Z L` � lld�■e ('�L• A■ceWex� h 1 -12! -1•Z w N� g yypkrsria■ i)aYr�Z fry W Y[) 3 .� W �'- nm-TTn ••• • • • • ••• • • • •• •• • • • •• •• TYPICAL ANCHORS - EXTERIOR SEE ELEV. o _ FOR SPACING WINDOW WIDTH V m G o 0 •• •.• • • • • • •• �, 20= • . .. . . . . . ,,,III � a < m '..I Al , o INSTALLATION DETAILS WITH FIN FEVE ADAPTS = ` SEE SHEETS 4 & 5 FOR WINDOW D:AILS • • • • • • • • • • • RCi a k • • • • • • • • • • • • • • •; w . � A OF drawing no. 70 1" 'fill \\\\\\` sheet 7 of 9 ••• • • • • ••• • • • •• •• • • • •• •• 1- 2.917 937 I Ow 1.562 L g 062 7.187 E7 FRAME 040 277 L1.670-� E2 FRAME SCREW COVER �p- 2.857 .500 625 TI --2.780 E5 FLUSH FRAME ADAPTER ITEM / PART i RK9D. DESCRIPTION MATERLAL MANF./SUPPLIER/REMARKS E1 ES-EL151 A FRAME 6063-T6 - E2 ES -ELI 52 AS REDO. FRAME SCREW COVER 6063-T6 - E3 ES-EL109 AS ROD. GLAZING BEAD (5/16' IAM. GLASS) 6063-T6 - E4 ES -ELI 11 AS ROD. GLAZING BEAD (INSUL IMA. GLASS) 6063-T6 - E5 ES -ELI 12 AS REOD. FLUSH FRAME ADAPTER 6063 -TB E6 ES -ELI 15 AS REDD. FLUSH FRAME ADAPTER WITH FIN 6083--T6 E7 ES-EL110 BEAD (7/16" LMT. GLASS)6063-T6 - M7 '8 X 1"FRAME ASSEMBLY FASTENERS ST. STEEL PH SMS M2 ES -5008A KASRIOD.GLAZING GLAZING .BEAD BULB SILICONE DUROMETER.6035 SHORE A M3 8G -372A SETTING BLOCK AT 1/4 POINTS (LAM. GLASS) SILICONE DUROUETER 8035 SHORE A M4 EL100-801SETTING BLOCK AT 1/4 POINTS (INSUL IAM. GLASS) SILICONE DUROMETER 8035 SHORE A M5 18 X 1'FLUSH/FIN FRAME ADAPTER ASSEMBLY FASTENERS ST. STEEL FH SMS E6 FLUSH FRAME ADAPTER WITH FIN pwnKFar"im wee NN•) �� I -�'� pat.U il9Fud 0 L n • • • • • • • • • h-� .633 S .62� 5 .05 :r202 0 .974 f50 .974 1 .082 .9J4••• • • drowingno. O.zo2 BEADS GLAZING E4 •zo2 • • • • • • ''',ss�o 11117 �` G`` sheet 8 of 9 7 AIAL WELDED JOINTS e�Oc+q� �W.eiM+ �uYL.sC�• 12 • (2 ds .K a.r va+m+c.rwe 1® / 0 Z OFZ MS a e 0 v 0 N w CA WhW O�pelj 0 l\p77 pq p+^ Z Q � J m m 3 n � 3 iO o z_ U Q Ld x J F toC4Ldp a\�m p'tM m w w o� via 41�< M5 .. FIN FRAME ADAPTER CORNER L —C Q ` 4 e MIAMI-WO—EM 3 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES_ (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy SCOPE: This NOA is being issued under the applicable iules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by tWA14hority Having Jurisdiction (AHJ). . . .... ...... 'This NOA shallnot be valid after the expiration date stated below. The Miami-Dadg.Q qty Prcx � Control .... • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade•Gpd>Z1,v) reserve.the righj� to have this =product or material tested for quality assurance purposes. If this produqu or material. fails tQ • • • • ; perform in the accepted manner,the manufacturer will incur the expense of such testiai and the A.JiJ may ... • immediately revoke, modify, or suspend the use of such product or material within�� jurisgictip% RER • 0 • - reserves the right to revoke this acceptance, if it' is determined by Miami-DadeCdMty Prod►!bt•Controf • • •; • Section that this product or material fails to meet the requirements of the applicableWiiMig code. This product is approved as described herein, and has been designed to comply y ith t9e Florhi tcildin�• Code, .including the High' Velocity Hurricane Zone.' • • • 0*41 • APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000" Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision F dated 10/16/17, prepared by Al-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. i ea LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, -and followed by the expiration date may be displayed in advertising' literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews. NOAi 15-0129.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMFDADE COUNTY X 8 [!" 8T77 M 2�� Page i ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE,SUBH=D UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419.01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision E dated 05/06/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 0000 B. TESTS . . 0000 0000.. 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94"' : " 00 . • • • • • • 2),Uniform Static Air Pressure Test, Loading, peer.0 frC TAS 2a2-94 � • • • . 3) Water Resistance.Test, per FBC, TAS 202-94...' ; 06.600 4) Large Missile Impact Test per FBC, TAS 2@1- 094: • •. 0. 60:.0' 5) Cyclic Wind Pressure Loading per FBC, TAS 2(Y3-94 • • • 000000 6) Forced Entry Test, Type `B" Window, GraJeo lbs ;er FBC!241 1 0.0 0 ; 3.2.1, TAS 202 -94 -and per ASTM F 588-07. ; • • • • • 0 along with marked -up drawings and installation diagram ot-• riis 5000• outsW4. 0: aluminum casement window, prepared by Fenestration Testing Laboratory e Inc., Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted underNOANo. 11-0,419.'bl) 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 Loadirig per FBC_ , TAS 203-94 6) Forced Entry Test, Type `B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-04 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S: Rionda, P.E. (Submitted under NOA No.08-0204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 10/27/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 ILI Manue e , P.E. Product Contr1 E miner NOA No. -0116.04 Expiration Date: April 03, 2023 Approval Dater February 22, 2018 E-1 ES Windows LLC NOTICE OF ACCEPTANCE: .EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. PuPont DeNemours & Co., Inc. for their,."DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours 8�•., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/.1.41`17. .... .. .. • • • • ... .. • % .... F. STATEMENTS ...• 1. Statement letter of conformance, complying with FBC 5th Eaton 0(2014), and of no• • •. financial interest, dated October 27, 2014, issued by Al-Fardoq.Cbtpor$ti6p asigned.•... and sealed by Javad Ahmad, P.E: • •; • •; "00000 • • • • • 2. Laboratory compliance letter for Test Reports No. FTL-629,? trfe FTL-6293, issued• • • • • by Fenestration Testing. Laboratory, Inc., dated 02/25/11 anJ JCI 11 I respectively, • ... • • both signed and sealed by Marlin D. Brinson, PX. :.000. (Submitted under NOA No. 11-0419.01) • • • • • • . •. 3. Laboratory compliance letter for Test Report No. FTL-5336, issued by Fenesirl tion Testing Laboratory, Inc., dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No. 12-0820.06, issued to ES Windows, LLC, for their Series "S-5000" Outswing Aluminum Casement Window - L.M.I., approved on 11/08/12 and expiring on 04/03/18. C-)Aw4a�m� - Manuel Perez, P. Product Control Ex min r NOA No. 18- 04 Expiration Date: April 03, 2023 Approval Date: February 22, 2018 E-2 a ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision F dated 10/16/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 9999 1. None 9999 9999.. C., 9999.. .. . CALCULATIONS • 999. 9. 1. Anchor verification calculations and structural analysis, complyWg with F13.Co§th : • • • • : Edition (2017), dated 10/27/14 and revised on 09/22/17, prepated.W Al -Farb' .0... Corporation, signed and sealed by Javad Ahmad, P.E. • •; • 0; 000001, ••••• 00 ....9999.. D. 9999.. . QUALITY ASSURANCE• .' . . . . 1. Miami=Dade Department of Regulatory and Economic Resources9999.0 (BER) :""' .. . .9000. 00 0 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. • 17-1114.14 issued to Kuraray America, Inc. for their "TrosifoI® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated September 19, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS I . Notice of Acceptance No. 15-0120.05, issued to ES Windows, LLC for their Series "5000" Outswing Aluminum Casement Window-L.M.1, approved on 05/14/15 and expiring on 04/03/18. Manuel Pe z, P E. Product Control am' er NOA No. 18 6.04 Expiration Date: April 03, 2023 Approval Date: February 22, 2018 E-3 55 57 54 CAM LOCKS (2) LOCKING POINTS ALL SIZES DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE .2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR'28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS.' SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.' . A,LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL.. I . g' �v SURFACE APPLIED 3—moi A FALSE MUNTINS OPTIONAL 4 4 m Z -- I✓ 5 5 II/ \ aWN m / II coCf y r n rz to 'i N N O � W Q i 1100 P 11W. W7 10 4 .J m I MULTI POINT LOCK o m 3 ¢ LOCKING POINTS �. ry <� SEE CHART 30 5/8' 30 z 5/8- D.L. OPC WDW. HEIGHT K EPERS D.L OPG J 35 1/4' UPTO AT SASH 35 7/8' 35 7/8' _J w D VENT WIDTH VENT WIDTH VENT WIDTH z V) 3 37' 3 74' 3 WINDOW WIDTH 76' S WINDOW WIDTH p r7 n DOUBLE_(%%) 0 ui T(PICAL ELEVATIONS N uj c d % ♦ n n • • • • • • • THESE YfiNDOV4FIRE RATED FOR LARGE & SMALL MISSILE IMPACT. 2 o R o 6 c • • • • • IHUWrERI AIIE NOT REQUIRED. • • • • • t • 0 • • • f-9-0�-t_�ylCT v�FD \``��1t1 �yc plying with the Fkvide `�. ��...".l.':wl,�®7,' Building Code iD 04- °fJ ^ Acceptance No D1 E' tion Date • • • • • • By • • • • • • • • • A (V drawing no. L=l, 2 7 L= ..f-�,"�c`s.' •. c• ®��` W08-08 • • • • • • • • • • ••• • • • ••• • • NOTE: DESIGN LOAD CAPACITY - PSF FOR ( % ) SIZES DWS. DS. WITH CAN LOCILS WINDOWS 1TTCH MULTI POINT IAC% GLASS TYPES GLASS TYPEGLASS TYPES GLASS TYPES A, B. C. D. t. F 'A' 'B' 'C'. 'D'. 'E', 'F' WIDTH HEIGHT EM.(+) 111I.(-) p((.(+) 1Ni.(-) E%T.(+) iHT.(-) EXT.(+) IW.(-) 19-1/8" 26-1/2' 37' 42" _ 26 85.0 85.0. 85.0 85.0 90.0 90.0 90.0 90.0 85.0 8510 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85,0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85,0 85.0 85.0 90.0 90.0 90.0 90.0 19-1/8"85.0 26-1/2" 37" 42' 38-3/8' 85.0 85.0 85.0 90.0 90.0 90.0 90.0 8560 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 11&0 90.0 90.0 90.0 90.0 19-1/8" 26-1/2' 37' 42" 50-5/8' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 drawing no. 85.0 85.0 85.0 85.0 90.0 90.0 90.0 85.0 85,0 85.0 85.0 90.0 90.0 90.0 //Il llttt 85.0 85.0 85.0 -85.0 90.0 90.0 90.0 i9 19-1/885.0 26-i/2' 42' 85.0 85.0 85.0 90.0 90.0 90.0 ` 85.0 05.0 85-0 85.0 90.0 90.0 90.0 85.0 85.0 90.0 90.0 90.0 -.o - - - - - 90.0 19_1/8• 26-1/2' 37' 74-1/4' _ - _ 90.0 90.0 - - - - 90.0 90.0 - - 90.0 90.0 19-1/8' 26-1/2' 36" 75" - - - 90.0 90.0 - - - - - 90.0 90.0 - 85.4 85.4 24" 28' 32' 36" 1. 42' �• 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 010 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85,0 85.0 85.0 90.0 90.0 90.0 90.0 85-0 85.0 85.0 85.0 90.0 90.0 90.0 SOA 24' 28" 32" 36" . 140' 42' 54" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85,0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0. 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 24' 28' 32' 36' 60, 85.0 .85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0ENO 0.0 85.0 85.0 85.0 85.0 90.0 90.00.0 85.0 85.0 85.0 85.0 90.0 90.00.090.0 'p2• - - - - -90.024" 66" 85.0 B5.0 85.0 85.0 90.0 90.090.028" 85.0 85.0 65.0 85.0 90.0 90.090.032' 85.0 85.0 85.0 85.0 90.0 90.090.036' - - - - -90.090.0 - 24' 28"72" 32' 36'_ - - - - - 90.0 .90.0 - - - - - 90.0 90.0 _ _ _ _ _ 90.0 90.0 _ _ _ _ 90.0 90.0 24• 28" • - - - - 90.0 90.0 - - - - - 90.0 90.0 90.0 90.0 - 85.4 85.4 NOTE: - 53.8 53.8 GLASS CAPACITIES ON THIS SHEET ARE - - 49'9 49.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Y - - 57.4 57.4 AND FLORIDA BUILDING COMMISSION b m ory ` 6 "a - - 50.00 soE•• • • %ECLi1R,WORY•%TATEMENT DCA05-DEC-219 • • • • • • H o - - 4*6 44.6 • - w - 40.69 40.60 • • •• • • • ttt1111111//f/ _ _ 6 48 • • - • PR�U�F Rillft �� .t1 All //Iii - 423 42.3 ns-,plyiN w1A1 the Florida /ice o �r • - 37.6 37.6 Buildi.9 Code '•, «PtvxcNo 1 -ou6. b • ! g ••• _ - 34.7 34.7 �,• iratiOn Date • • • • • • • • • • • • • • • OF • • • • : drawing no. sheet 2 of 10 //Il llttt ••• • • • ••• • • 1/8' HEAT STREN'D GLASS 1/8' HEAT STREWD GLASS 090' Interlayer 090" Interlayer Trosifol PVB SentryGlae By 'kuraroy America. Inc.' By 'Kummy America, Inc.' 1/8' HEAT STREWD GLASS SIUCONE 1/8' HEAT STREWD GLASS SILICONE DOW CORNING 795/983 (L DOW CORNING 795/983 M M h 1 10A II i I 26 8 o � o w GLASS TYPE 'H' FINING 795 ALT. GLAZING OPTION THESE GLAZING STOP CAN BE USED WITH GLASS TYPES 'A', 'B', 'C' & `D'. HEAT STREN'D GLASS 5/32" HEAT STREN'D GLASS OR TEMP. GLASS 5/32" TEMP. GLASS 1/4' AIR SPACE 1/4' AIR SPACE NOTCH GLAZING BEAD LEG 'o o R • • • • • • • • • • • • TO CLEAR BLOCKS • q o an o GLAZING OPTIONS • • • • • • • • • a a �000 • • • • • • • • P1�OU�CC R�ViS® ``111 U 1 111 /!!!y J • • • • • • • • a5�earylyirg yiW the F'k" .......P'l . Building Code `�� NOTE: i14- AIR SPACE CONSISTING OF: Ac«otwce No —D 1�O.Q �• • VO' •'• TO QUALIFY FOR SMALL MISSILE IMPACT RATING SPA(`a ri&. Dade EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. 1HELIMA' LOW :ROF%E•lLUMINUMSPACER • By _ _ a BY 'UNGERMAN%GMBIi'. • • • Mismi ed•?rolct AROUND THL• PMIMET[R OF THC GbASS. • • • • V �: O PERIMETER SEALANT, • • • • • • • • • • • • • • %�® •'•. 4,V— drawing no. SILICONE • • • • e -.� !R�S' �� LCL L .. , s W08-08 POW GE 2000 NTNG 791 ` sheet 3 of10 ••• ALV A 0 5/32' HEAT STREWD GLASS Z gM1 I m 3 • O j q ZJ 3. N d f Z N tl 4 � Yi W N O K U .090"Intedayer G � .090' Interlayer a 4 080'- Trosifol PVB 'kuroroy r - SentryGlas 'Kuraroy 4 00 • • • SantryGlae Dag oQ pppgpppp. 0131 y W By America, Inc.' • By America, Inc.' AT 1/4 POINTS ON LITES 25 J x��0Z77 g J • WIDER THAN 36" Q W Obi F 1/8' HEAT STREN'D GLASS SETTING BLOCKS AT LAM. GLASS NOTCH GLAZING BEAD LEG 1/8' HEAT STREWD GLASS O TO CLEAR BLOCKS J 5/32' HEAT STREWD GLASS a p 3 � I � o w Z c3 n U J L u to LLJ » o In NOTCH GLAZING BEAD LEG 'o o R • • • • • • • • • • • • TO CLEAR BLOCKS • q o an o GLAZING OPTIONS • • • • • • • • • a a �000 • • • • • • • • P1�OU�CC R�ViS® ``111 U 1 111 /!!!y J • • • • • • • • a5�earylyirg yiW the F'k" .......P'l . Building Code `�� NOTE: i14- AIR SPACE CONSISTING OF: Ac«otwce No —D 1�O.Q �• • VO' •'• TO QUALIFY FOR SMALL MISSILE IMPACT RATING SPA(`a ri&. Dade EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. 1HELIMA' LOW :ROF%E•lLUMINUMSPACER • By _ _ a BY 'UNGERMAN%GMBIi'. • • • Mismi ed•?rolct AROUND THL• PMIMET[R OF THC GbASS. • • • • V �: O PERIMETER SEALANT, • • • • • • • • • • • • • • %�® •'•. 4,V— drawing no. SILICONE • • • • e -.� !R�S' �� LCL L .. , s W08-08 POW GE 2000 NTNG 791 ` sheet 3 of10 ••• 5/32" HEAT STREN'D GLASS • 5/32' HEAT STREWD GLASS ••• 1/8' HEAT STREN'D, GLASS • 1/8' HEAT STREN'D. GLASS 3. N d 090" Interlayer 090' Interiayer .090"Intedayer .090' Interlayer a O 0 Trosifol PVB 'kuroroy • • - SentryGlas 'Kuraroy • • Trosifol PJB 'kummy • • • SantryGlae By America, Inc.' By America, Inc.' By America, Inc.' • By Kuraray America, Inc.' • ••• • 1/8' HEAT STREN'D GLASS 1/8' HEAT STREWD GLASS 5/32' HEAT STREN'D GLASS 5/32' HEAT STREWD GLASS a 3 z o o In SILICONE SILICONE SILICONE SILICONE L0 Q , DOW CORNING 795/983 Q DOW CORNING 795/983 ti W G .DOW CORNING 795/983 Z W DOW CORNING 795/983 i' N W _ m m m m O i i I \ � j 1 26 _ 26 26 6 0 �IIr1Vny^I��1V1�� 0 W AT 1/4 POINTS ALL SIZES GLASS TYPE 'C' SSS TYPE `D' GLASS TYPE 'E' GLASS TYPE 'F' SETTING BLOCKS AT INSUL. LAM. GLASS $ y 3 C NOTCH GLAZING BEAD LEG 'o o R • • • • • • • • • • • • TO CLEAR BLOCKS • q o an o GLAZING OPTIONS • • • • • • • • • a a �000 • • • • • • • • P1�OU�CC R�ViS® ``111 U 1 111 /!!!y J • • • • • • • • a5�earylyirg yiW the F'k" .......P'l . Building Code `�� NOTE: i14- AIR SPACE CONSISTING OF: Ac«otwce No —D 1�O.Q �• • VO' •'• TO QUALIFY FOR SMALL MISSILE IMPACT RATING SPA(`a ri&. Dade EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. 1HELIMA' LOW :ROF%E•lLUMINUMSPACER • By _ _ a BY 'UNGERMAN%GMBIi'. • • • Mismi ed•?rolct AROUND THL• PMIMET[R OF THC GbASS. • • • • V �: O PERIMETER SEALANT, • • • • • • • • • • • • • • %�® •'•. 4,V— drawing no. SILICONE • • • • e -.� !R�S' �� LCL L .. , s W08-08 POW GE 2000 NTNG 791 ` sheet 3 of10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • ••• • • rL a 0L) jl � I I 1 rz a 5" w ii z li o I I � � I w I 1 N II I ii I I I li i I 30 12 I, 19 TRUTH 1s 21 O 2 i 1 14 I EDGE DISI. TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPAC MIAMI-DADE COUNTY APPROVED MULLION k MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS: SEE ELEV. FOR SPACING ,a'n J n WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS um MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) w � -j DIRECTLY INTO CONCRETE OR BLOCKS Z V u~ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)0 rn r7 n 0 1-1/4"'MIN."EMBED INTO BLOCKS (JAMBS) `f n 1-3/4" MIN. EMBED INTO CONC. (FOR MULLION CUPS ONLY) 3 - m o � n � R OR N LLI INTO METAL STRUCTURES (HEAD/SILL/JAMBS) O (3)'.THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. ..(6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) G 4 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) h i *3!�iy _ �M1 P Scfi x. 3 - ; WOOD AT HEAL). SILL OR JAMBS SG = 0.55 MIN. d .i •COV-RETF• AT F AD• SILL" JAMBS f e = 3000 PSI MIN. ° o o A. x� ; % i°,• "rte -,� t� •C-90 HOLLOW/611161)61LOCK AT JAMBS fm = 2000 PSI MIN. > c •♦ • • • • ••• • o `r`e. a ...•4 :•� • • • • 00 00 \\1111111(1//A m O CT REjISED L,�a��:, ^i_ A aullam�coae �A,yilFys`, 7��`r3 x`ha `d ?'ai-�i'.\rt.�a4 K§pK" a i<27:_#� �5'•f �••++°.J.t Xhi`'',,,i�I{+`y•i•r.`iE4� . _� • •• • ••••• •EWtiParnyitiau D• • i; .l7 ;_;T�7i �'i'E'S'" .71 Ac 6.04 705 y e+•• .�,• • BOF mot.' •7z.NG• .YJ�:6z�4 "-_7 G AL oi'dW raOw- \inH OnoH ar. • "='•-' S m9; rets•^- IAlllnntl\\\ sheet 4 of10 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPAC MIAMI-DADE COUNTY APPROVED MULLION k MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS: SEE ELEV. FOR SPACING ,a'n J n WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS um MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) w � -j DIRECTLY INTO CONCRETE OR BLOCKS Z V u~ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)0 rn r7 n 0 1-1/4"'MIN."EMBED INTO BLOCKS (JAMBS) `f n 1-3/4" MIN. EMBED INTO CONC. (FOR MULLION CUPS ONLY) 3 - m o � n � R OR N LLI INTO METAL STRUCTURES (HEAD/SILL/JAMBS) O (3)'.THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. ..(6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) G 4 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) h i *3!�iy _ �M1 P Scfi x. 3 - ; WOOD AT HEAL). SILL OR JAMBS SG = 0.55 MIN. d .i •COV-RETF• AT F AD• SILL" JAMBS f e = 3000 PSI MIN. ° o o A. x� ; % i°,• "rte -,� t� •C-90 HOLLOW/611161)61LOCK AT JAMBS fm = 2000 PSI MIN. > c •♦ • • • • ••• • o `r`e. a ...•4 :•� • • • • 00 00 \\1111111(1//A m O CT REjISED L,�a��:, ^i_ A aullam�coae �A,yilFys`, 7��`r3 x`ha `d ?'ai-�i'.\rt.�a4 K§pK" a i<27:_#� �5'•f �••++°.J.t Xhi`'',,,i�I{+`y•i•r.`iE4� . _� • •• • ••••• •EWtiParnyitiau D• • i; .l7 ;_;T�7i �'i'E'S'" .71 Ac 6.04 705 y e+•• .�,• • BOF mot.' •7z.NG• .YJ�:6z�4 "-_7 G AL oi'dW raOw- \inH OnoH ar. • "='•-' S m9; rets•^- IAlllnntl\\\ sheet 4 of10 • • • • • • • • • • TYPI w TYPICAL I S FOR SINGLE VENT WINDOWS 1/4* SHIM CAM LOCKS OPTION � w m 0 m Z qui a€W x N d 0J _8 O d moi 0 R vo�ra O 0La A 0 b Ft i cm 0 QWm4' n ILZH_ Q Mi O m t M U � JuJ � 4 z n C n 00", 0" N � Z_ n 0 O o Vl L0 n — J VCHORS N W M :sk" FOR SPACING O cox x • • • • • • • ouoWLL DUAL VENT WINDOWS • • • • • • • • • • • 2! � • • • • • • • • • • • • • PRpMJl71tEVI9FO `�� t®t I� ��/i, •a as oe pIyjnS with tiu Flaidn �• �?....... Cade 'P•• �� r t o A.ccgtlatt-e' E. ' mm Oat- � 050Y • ••• • ••• • = 1_ _ • • •• • • • • • • • ATE OF I(/�^ drawing no. �''�,"iA orad"••'' �� W08-08 .,moi �sII Pd'41't�l`' � sheet S of 70 • • • • • • • • • • ••• • • • ••• • • � �3 w TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVS. FOR SPACING SEE ELEV. FOR SPACING EDGE METAL MIAMI-DADE COUNTY APPROVED _ DIST. STRUCTURE MULLION &MULLION ANCHORS Z Z °EDG ° DIST,+ SEE SEPARATE NCA f N al \ EDGE a Q g �QQ7 V DIST. O 0 N `. � po d µI Q;CC Otom y llr7l s 53 ¢ ah g OIL a N ALT. a �Zox TYPICAL ANCHORS S t9 m f SEE ELEV. FOR SPACING Q W O n 1 o � 3 mi t v J K © N 0) S o N 0 � M N 1/4' MAX.. ALT. Z M SHIMS 2+ C N 53 ¢ 7i Z o o O ' n a ° o EliV) N W M -==g 0 vT w lo o © IYPICAL ANCHORS = m 0 0 « SEE ELEV. FOS •PAgNi • • • • • • • • ALT. N • • • • • • • • • ` a 53 • • •• • • • • • c \N • ••, • • • • •!110111, u BuiamBLAd- Pd i,' Accet+tmalJo �: GEN3F'•.• n o \ • ••• • ••• 13y = � :�� So 8 � � TYPICAL ANCHORS ({�. drawn no. SEE ELEV. FOR SPACING � • • • • • • .0. • • • • • • • . ,r q STATE Or9 EDGE DIST. - • • • • • 'w -V 27 L'1 .l INSTALLATION DETAILS YVITH FLUSH FRAME ADAPTER ��Ir 111111TA�� sheet 6 of 10 • • • • • • • 0:0 •• • • •• • • • • • • • • 0: • ••• 0 • • ••• • • 2. FRAME VENT IMPOST 1.030 .125 1.844 .188 J .794 IMPOST STIFFENER .514 900 I I .080 O9 SNUBBER -I r .329 .fis7 4— GLAZING STOP (LAM. GLASS) .135 .8`j03� .050 x•+1.083 --I 106 GLAZING STOP (INSUL. LAM. GLASS) 147 J 1.888 [— 328 LJ '062 .500 725 LIT,�Yy I 250 I'L .837 L �— ��2.063—�I tOC 11 GLAZING STOP (LAM. GLASS) GLAZING WEDGE 53 FLUSH FRAME ADAPTER -^� 7.000 --{ 1.000 r .338 I I 125 .125 3.000 3.000 2. .338 1 X.3 1 X 3 z3 CUSTOM MULLION 23A STD. MULLION 2a MULLION CLIP •• ••• • • • • • •• NOTCH • • • • • • • • • • • • •PRdWC'TRiV*6W OPTIC�Il� • • .,2. • •a: cwnp" with tha Florida j0 Btild;ng Code Mcepla ce Nn -�� .04. - Expireiion `Jate • • By \ �2 'E OF Rto O drawing no. E�C`�� W08-08 sheet 7 of 10 • •• •• • •• •• • • • •• •• ITEM PART 0 QUANTITTy DESCRIPTION MATERIAL MANF./SUPPLIER/RBILARHS 1 ES5001 1 FRAME HEAD 6063-T6 -Im 2 ES5001 1 FRAME SILL 6063-T6 - m 3 ES5001 1/ VENT FRAME JAMB -HINGE SIDE 6063-T6 - Z F 3 4 ES5001 1/ VENT FRAME JAMB -LATCH SIDE 6063-T6 - 0 F • Z 5 ES5002 1/ VENT VENT TOP RAIL 6063-T6 - f. w i a 6 ES5002 1/ VENT VENT BOTTOM RAIL 6063-T6 - � � 0. 7 ES5002 1/ VENT VENT SIDE RAIL -HINGE SIDE 6063-T6 - O W N P o 8 ES5002, 1/ VENT IVENT SIDE RAIL -LATCH SIDE `6063-T6 - d C4 9 ES5OG4 2/ VENT SNUBBERS, 2-1/2" LONG " 6063-T6 - W u 10A ES1103 AS REDD. GLAZING BEAD (LAM. GLASS) - 6063-T5 - Q IMM 10B - AS REQD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T5 - ' pp z 10C ESIGOB AS REQD. GLAZING BEAD (LAM. GLASS) ^' 6063-T6 - 0 a 0 0 'tgp 11 27-425 AS REQD. GLAZING GASKET EPOM DUROMETER 60 SHORE 'A' 0'yy� ti K m 11A ES1OIO AS READ. GLAZING WEDGE' SOFT PVC DUROMETER ±65 SHORE 'A' Q W on 0 6 12 - AS REQD. FRAME 1& VENT ASSEMBLY SCREWS - J10 X 1-1/2' PH SMS 2 N _ o 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - $8 X 1/2" PH SMS .tj Z g 14 E202 AS REQD. OUTER WEATHERSTRIPPING (POLYPROPYLENE BASE, TPE BULB) - DUROMETER 65 SHORE 'A' Q w a f 15 ES5005 AS REQD. INNER WEATHERSTRIPPING EPDM DUROMETER 60 SHORE 'A' O 16 PJS40-SS AS REQD. CORNER LOCK ST- STEEL SULLIVAN & ASSOCIATES 17 30155 2/ VENT 4 BAR HINGES -HEAVY DUTY TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - /10 X 1/2" PH SMS iq n 18A 4/ HINGE HINGE MOUNTING SCREWS AT VENT /10 X 1/2" PH SMS 3 ro 19 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT B-1/2" FROM ENDS) TRUTH HARDWARE rc p 19A NOVA 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2' FROM ENDS) - INTERLOCK W 20- 4/ OPER. OPERATOR MOUNTING SCREWS - $10-24 X 3/8" PH SMS -I 20A - 8/ OPER. OPERATOR MOUNTING SCREWS - #8 X 1/2" FH SMS O -J Lj 21 30175 1/ OPER. 13-3/4" LONG TRACK Si. STEEL TRUTH HARDWARE v l - n 21A - 1/ OPER. OPERATOR TRACKST. STEEL INTERLOCK 3O rn N 22 - 2/ TRACK TRACK MOUNTING SCREWS - - '' /10 X 3/8' PH SS SMS- O n 22A - 3/ TRACK TRACK MOUNTING SCREWS - /8 X 1/2' FH SMS 23 - AS REQD. 1X3 CUSTOM MULLION 6063-T6 - Z o 23A - AS REDO. 1X3 STANDARD MULLION 6063-T6 - O — V) '0 24 - AS REQD. MULLION CUP 6063-T6 - _ N W M r 25 27-372 2/ LITE SETTING BLOCK, 7/16' X 3/16' X 3-1/2' LONG EPOM AT 6" FROM EACH ETD, DUROMETER 75±5 SHORE A O 25A -2/ LRE SETTING BLOCK, 5/16' X 5/6" X 4' LONG EPDM AT 6" FROM EACH END, DUROMETER 75±5 SHORE A • 26 - 8/ LITE TAPE SPACER (1/4' X 1/27 FOAM AT 6' FROM GLASS ENDS 30 - OPTIONAL 5/16' BOX SCREEN - - m i m 33 ES5009 2/ VENT ANTI SAG SKATE, 2- LONG NYLON/CELCON M&M PLASTICS S a o 34 - 2/ SKATE SKATE MOUNTING SCREWS - 16 x 1/2" PHSMS o n o 36 ES5003 1 IMPOST - 6063-T6 qq " 37 ES5010 AS ROD. IMPOST STIFFENER " rt: 6063-T6 45 CLOT -0500 - MULI1-POINT LOCK MECHANISM INTERLOCK d g u 46 - - LOCK FASTENER PLATE - SEALANTS: 47 - 2/ LOCK LOCK FASTENER SCREWS THREAD FORMING n N r 48 CLOI-2250-XXX - SNAP ON COVER - ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS c • o ;, • • • 31EALEIP W*TIH CAfAR/ALUMINUM COLORED SEALANT. .°ora ' 49 L01 -1050 -XXX - SNAP �ON HANDLE - • • • • • • • • • •' 'm a U o - 50 - - GUIDE (ACETAL) -" • • • • • • • • •m 51 sz - — LOCKEBAR (04)ST/ST) - • • • • . • • 0 • • • y dtnl®Fb01� �``�F Hot/, I�(g 53 ES -5017 AS REQD. FLUSH FRAME ADAPTER 6063-T5 OPTIONAL BuddmgCode Actepturcc TJo �Q;••••, ,i I 0 54 - 1/ VENT LOCKING HANDLE ' - SULLIVAN & ASSOC. Expiation Dau 55 - -2/ VENT LOCKING CAM (AT 11-1/2" & 50-1/2' FROM BOTTOM) - S2 CAN & AS". • 61100 • • • • _ = D 56 - 2/ LOCK LOCK MOUNTING SCREWS - �6-32 x 1/2 PH MS • • • • • • M' D cPgDdtp 57 ES5013 1/VENT LOCK HANDLE/CAM CONNECTOR - 1/4' x 1/2" ALUM: BARS • • • • • • 1/i • • •• •• �/� 58 ES5011 2/ BAR CONNECTOR SCREWS - CUSTOM - • • • • • • • • • • • ...e '3 ') ` ` / ' ® TE OF "�� drawing no. • w'v '.1 '� ' . oR1o►.•'�\ W08-08 59 CS -200K -SS 2/ VENT KEEPERS (AT 12' & 51" FROM BOTTOM) ST STEEL SULLIVAN & ASSOC. moi, SS+ �� 60 - 2/ KEEPER KEEPER MOUNTING SCREWS - JIG X 3/8' PH SMS I1TN111 sheet.$ of�0 • • • • • • • • • • • • • • • • • • • • • • IMPOST CORNER VENT CORNER pR(IDUCr REVISED m c plyins with dw Fkni•a DuiIdrog Cndc Acceprance Nu Expizarion Dar By t. Dade Product L 2 7 2• O� i _ £ jr- O rE tY.((/� drawipng nop. 111177 a .... . ...... . . . . . . . . . . . • • ••• • ••• • •• • • • •• ••• •• VENT CORNER pR(IDUCr REVISED m c plyins with dw Fkni•a DuiIdrog Cndc Acceprance Nu Expizarion Dar By t. Dade Product L 2 7 2• O� i _ £ jr- O rE tY.((/� drawipng nop. 111177 a • • ••• • ••• • •• • • • •• ••• •• VENT CORNER pR(IDUCr REVISED m c plyins with dw Fkni•a DuiIdrog Cndc Acceprance Nu Expizarion Dar By t. Dade Product L 2 7 2• O� i _ £ jr- O rE tY.((/� drawipng nop. 111177 a MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSP 3 o�M,m 1x6 119 1 1x3 Ixs WINDOW DMS. STD. M11LL CUSTOM MULL WINDOW DIMS. so MULL CUSTOM MT1L4 F o EXT.(+) EXT.(+) EXT.(+) EXT.(+) WIDTH (W) LENGTH (L) IM.(-) tDfT.(-) WIDTH (W) LENGTH (0 INT.(-) INT.(-) 26-1/2" 90.0 90.0 30' 90.0 90.0 90.0 90.0 90.0 90.0 37" 36' / 90.0 90.0 90.0 90.0 42' o 42' 90.0 90.0 90.0 90.0 45' 58' 48' 54" 90.0 90.0 90.0 • 90.0 48" 54' 90.0 90.0 90.0 90.0 53-1/e 60' 90.0 90.0 90.0 90.0 62' 62' 26-1/2' 90.0 90.0 30' 90.0 90.0 37' 90.0 90.0 36" c 90-0 90.0 ®' 90.0 42' 90.0 90.0 q5' ® 90.0 90.0 48' 60' 90.0 90.0 90.0 90.0 90.0 90.0 48' 54" 90.0 90.0 90.0 90.0 53-1/8' 60' 90.0 90.0 90.0 90.0 62' 62' 26-1/2' 90.0 _ 90.0 30' ------ - 90.0 90.0 90.0 90.0 90.0 90.0 37' 36' 83.3 ,90.0 90.0 90.0 42" . 45' 74-1/4' / 42' 48' 66, 79.4 90.0 90.0 90.0 76.1 90.0 90.0 90.0 54' Y n 71.7 90.0 90.0 90.0 53-1/8' Y uJY 59" 26-1/2" 90.0 90.0 30' 90.0 90.0 37' 85.0 90.0 36" 90.0 90.0 42" 76" 45' 77.2 73.5 90.0 90.0 42' 72" 48' 90.0 84.5 90.0 90.0 48' 70.4 88.3 54" 79.2 90.0 51" 67.8 85.0 30' 90.0 90.0 36' 86.9 90.0 42' 76' 77.2 90.0 48' 70.4 88.3 NOTES: 51' 67.8 85.0 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 2 OF 10. 3. FOR FIXED WINDOW CAPACITY SEE SEPARATE NOA. W1 I 4. LOWER VALUES FROM STEPS 1, 2 OR 3 WILL APPLY TO W2 I ENTIRE SYSTEM. ' TYPICAL ELEVATIONS SERIES 5000 O g N n U -.w WI DOW CASEMENT NT WINDOW 23 SERIES 5000 r CASEMENT WINDOW I EXTERIOR WINDOW WIDTH WINDOW WIDTH CASEMENT TO CASEMENT MULLIONMULLION CLIPPED MULLIONS n TYPICAL ANCHORS 4 PER CLIP_ - SEE SHEET 4 FOR DESCRIPTION 2 3/4" 1/2" ¢��_ i� '+ • 3 o�M,m WIDTH (W) = WI W2 z�N 2 0 Z3�m a u-'g vi0s� Q W M F o O W • 0 •• • • • •• •• / \ / \ .• Z0. o __ n-� c 1IYY yWI. Y� v. W7 I W2 I W1 I W2 W7 I o t? On. �%pIYN M Cato _ --- 91 R ------ - -_ Y n p u / G / Y uJY IL $ H@l tl j i XXu e sW2 -a W1 I I W2 I W1 W2 I 3 z TYPICAL ELEVATIONS g N n U -.w SIDE BY SIDE WINDOWS c•+ K SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS to N ,� 2 3/4" 1/2" ¢��_ i� '+ • 3 o�M,m WIDTH (W) = WI W2 z�N 2 0 Z3�m a u-'g vi0s� Q W M F o O W • • • • • • ```Wtlltl 1�11 l�l�l,7j'' w us a plyi11g wtim tha pipeAa � �Q`.• �� • i 1 •Y o Buiidmg Cale j Acceptance No • • I'mai- Date n n • • • • • • � ®' ATE OF ��lv�` drowippng nop. - '�7, NAL rG��•� �1n n l n tW1 sheet 10 of � 0' ••• • • • • ••• • • • •• •• • • • •• •• t M IAM bDADE 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.2ov/economy SCOPE: �•� �••..� ...•.• This NOA,is,being issued under the applicable rules and regulations governing the use of oonstruction go materials. The documentation submitted has been reviewed and accepted by Mift0J:0ftde Coaly IER .. • • : • Product Control Section to be used in Miami Dade County and other areas where 111?oWd by the Authoritj . Having Jurisdiction (AHJ). . .... .. . . . This NOA shall not be valid after the expiration date stated below. The Miami -Dad gQ9Vnty ProdVeControl`:' Section (In Miami Dade County)' and/or.the AHJ (in areas other than Miami Dade.cbljiry) resecie Ike right .... to have this product or material tested for quality assurance purposes. If this p ro&kt or materiel fails to . • perform in the accepted manner, the manufacturer will incur the expense of 'such 4estmi and the AHJ may; . immediately revoke, modify, or suspend the use of such product or material ti the►:; jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade 10ouitty PrQddgr pntrvl Section that this product or material fails to meet the requirements of the applicable building cod8.' This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ru a *` ut 1r - APPROVAL DOCUMENT: Drawing No. M04=04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq'Corporation, signed and sealed by Javad Ahmad; P.E., bearing the Miami—Dade County Product Control -kevision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in, the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the, product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the"words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site,at the request of the Building Official. This NOA revises NOA# 14-0731.06 and consists of this page I 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. A =MIAMPDE CO..• 2 2$i15 Page 1 U ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings' and sections. (Submitted under NOA No. 04-0712.01) .. C . 2. Drawing No. M04=04, titled "Aluminum Tube Mullions", slteets • 1 through 4 of 9; • • • • • dated 04/26/04, with revision G dated 07/14/14, prepared by AT-Far•'ooq C'oipbration, •, signed and sealed by Javad Ahmad, P.E. .. • ; • • • "' .... ...... B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . . .. .. ...... 2) Uniform Static Air Pressure Test, Loading 1=.VD,C TASr%Ot-94 3) Water Resistance Test, per FBC, TAS 20244 ' •„� 4) Large Missile Impact Test per FBC, TAS 201-J4• •• • 5) Cyclic Wind Pressure Loading per FBC, TAS6203-94 •. • 6) Forced Entry Test, Type "D -A” fixed window, Grade 1 a : Level LV 1 per ASTM F 588-04, Side -Hinged Door' Systems per AAMA 1304702 and per FBC 241 I.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and" sealed by Joseph Chan, P.E. (Submitted under NOA No. 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 09/01/09 and updated on 01/10/14 to comply with FBC 51h Edition (2014), prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted partially under NOA# 09-0825.03) D. QUALITY ASSURANCE , 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. E-1 Manuel erez, Product Control Exa ' er NOA No. 18-0205.05 Expiration Date: September 16, 2019 Approval Date: March 08, 2018 4 0 ES Windows, 'LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 51h Edition (2014), and of no financial interest, dated July 10, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • • • 2. Laboratory compliance letter for Test Reports No. FTL-3810,:dated.05/161173; ""; • FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03,.LSSiwd by feXgtration� Testing Laboratory, Inc., all signed and sealed by Joseph C. C R.E. ...... (Submitted under NOA No. 04-0712.01) 0900 • ss�s • ss sssss ssssss ss • sssss ' G. OTHERS• .. .. . ... ...... 1. Notice of Acceptance No. 12-0308.37, issued to ES Windows? LLC for their Series . • Aluminum Tube Mullions — L.M.I., approved on 05/31/12 and expiring og.Q2; 6/14.• • • •:. E-2 OIA4��-- ManuerPe ez, P.E. Product Contr 1 xaminer NOA No. 18-0205.05 Expiration Date: September 16, 2019 Approval Date: March 08, 2018 ES Windows LLC n NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW=EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Cgrpomlion, signed and sealed by Javad Ahmad, P.E. . 0. • 0000.. .. . B. TESTS 1. None •••• •• • 0000 .. 0000.. .. . C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complyi>ag.-With FBC•6th Edition (2017), dated 01/12/18, prepared by Al-Farooq Corporation; signed and 0000.. sealed by Javad Ahmad, P.E. • .. . D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. - F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated January 12, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0 0 0 0 . . 0000.. G. OTHERS 1. Notice of Acceptance No. 14-0731.06, issued to ES Windows, LLC for their Extruded Aluminum Tube Mullion - L.M.I., approved on 09/16/14 and expiring on 09/16/19. Manuel Perez/P.P. Product Control Exa i er NOA No. 18-0205.05 Expiration Date: September 16, 2019 Approval Date: March 08, 2018 E-3 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 26Y WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS." SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING.OR STUCCO. A LOAD DURATION INCREASE IS USED IN� DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA -BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY •OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ErC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MWAhDADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS STEP ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULLIONS CONTAININCLTYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES MID SPACING CAL NNG PRODUCT 4.000 Jr-tSGT 2 J,'�S �v N a 0 1 Z g n 0� o FW Z� oo`r"o 0t V Ogg a&irm g 0log A O NNS O h QWjLL LL 2N_ y� Q W M F OT Z O J o J n 0 8 W _j m � � H N t- U)Nah 00"). in m J Q vi 0Q W 'n k' g - - a •'0!0ull - drawing o no. M04-04 • •• • • • • ••• • •• ••• •• • • • •• PRODUCT REVISED • • • •)avpA g GM FbridA • = • • • • 000 7- 0 • ••• • • �v N a 0 1 Z g n 0� o FW Z� oo`r"o 0t V Ogg a&irm g 0log A O NNS O h QWjLL LL 2N_ y� Q W M F OT Z O J o J n 0 8 W _j m � � H N t- U)Nah 00"). in m J Q vi 0Q W 'n k' g - - a •'0!0ull - drawing o no. M04-04 000 0 0 • ••• • • �v N a 0 1 Z g n 0� o FW Z� oo`r"o 0t V Ogg a&irm g 0log A O NNS O h QWjLL LL 2N_ y� Q W M F OT Z O J o J n 0 8 W _j m � � H N t- U)Nah 00"). in m J Q vi 0Q W 'n k' g - - a •'0!0ull - drawing o no. M04-04 ' --{ 1.000 j"' .125 IT .323 1.000 r - I..-2.000.125 I f'�2.000� x.250 I _L � a o 1.000 I- .125 I� I .338 1.000 j'- 2,000 -7 2 000 ��.125 Z o 3.000L .125 IE _ .950 IN\a S% _ .634 IN\3 1 X3. .125 4.000 LLU I% = 2.037 1N\a S% = 1.018 IN\3 1 X4 .125 3.000 .338 Iz = 1.466 IN\4 Si _ •977 IN\3 1 X3 CUSTOM MULLION 4.000 .125 .323 Iz >= 2.97$ IN\a SE = 1.487 IN\3 1 X4 CUSTOM MULLION .. 6.000 - .125 Ll- 6.000 .250 LJ f' W L � O O qO `. W N CL O O N t7 a � O 0 6 C G N C 4rurc N2 O Q w m LL q^ SumQ� Q w m i J 2 - 5.000 .125 6063-T6 6063-T6 6063-T6 2.000 A25 8063-T6L 2.000 I% = 5.204 IN\4 S% = 2.082 w\3 2 X 5 STD. MULLION 6063-16 - IE - 8.276 IN\4 S% = 2.758 IN\3 2 X 6 STD. MULLION 6063-T6 I% = 15.203 IN\4 S% = 5.068 IN\3 2 X 6 HEAVY MULLION 6063-T6 (n Z J W 12 ? 0 m n J W r r vi O a Z3J -r.125 a.000 3.000 125 1.890 156 T1P. Ix s 1.467 IN\a S% .978 IN\3 Ix 2.976 IN\4 S% = 1.488 IN\3 125 2.000LVi . 2)50 3.250 1.40$ J Q 3 Z o O�� 0 < J W 1 � 2 X 3 STD.` MULLIONSTD. 6063-T6 2 X 4 MULLION 6063-T6 I- 3.750--� NOTCH OPTIONAL 1/2• T1P. � 4.500- OP110NAL NOTCH&,/ - V r E, w m < � u .125 2.000 F Ed =MIN. EDGE DIST. 1/2' FOR 1/4' DIA. ANCHORS 5/8' FOR 5/16' DIA. ANCHORS MULLION CLIP Ed. • • • Ed =MIN. EDGEDISf.i 1/2' FOR 1/4' DIA ANCHORS 5/8' FOR 5/16' DIA. ANCHORS• • • • • •-LION ELI c 2.000-^I Ed- o Ed = MIN. EDGE DIST. 1/2' FOR 1/4' DIA ANCHORS 5/8' FOR 5/16' DIA ANCHORS ANGLE CLI P 6063-T5 6063-T6 • • • • • • • i063rT6 ` W • • • • • • • • • • • • • • " 1111 1111/Irk'''' RODUCf REVISED " • �s•��with theF�a • • • • � . : � = • 81Til:& '8 A •• : : `�. ' �` & j pea_j • • %�•,'• �� Q!/� • •89 • • • • • • • os'.• •• pt••.•\�� Peoya 7r / ALrG l� ? rrrr111111111111 Y e o Y u 0 drawing no. M04-04 sheetZ of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 � s 37' 42' 48" 54" 60" " 66" 72` DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 63.7 104.1 98.3 DESIGN WAD CAPACITY - PSF (TUBE MULLIONS) 150.0 150.0 150.0 DESIGN LOAD 'CAPACITY - PSF (TUBEMULLIONS) 108" - 27.1 - 39.6 vii WINDOW DIMS.' 1X3 STD. 1X4 STD. 1'X 3 CUSTOM '2X3 STD. 1 X 4 CUSTOM 2 X 4 STD. 2X5 STD. 2X8 STD. 2X8 HEAVY WINDOW DIMS. 1X3 STD. 1 X 4 STD. 1 X 3 CUSTOM 2 X 3 STD. 1 X 4 CUSTOM 2 X 4 STD. 2 X 5 SPD. 2 X 8 STD. 2 X 6 HEAVY WINDOW DIMS. 1 X 3 CUSTOM 1 X3 1 X4 2 X 3 -STD. STD. STD. 1 X 4 CUSTOM 2 X 4 STD. 2 X 5 STD. 2 X 6 STD. 2 X 6 HEAVY a o I 0 WIDTH (W) MULL SPAN W101H.(Vn MULL SPAN WIDTH (W) MULL SPAN Z q 19-1/8" 26-1/2" 30" 3T 42' 48' 54' V60` 66" 72` 38-3/8' 150.0 150.0 150.0 150.0 150.0 150,0 150.0 19-1/8" 26-1/2' M. 37' 42' - 48" 54` 60' 66' 72' 74-1/4' 75.3 143.0 116.2 150.0 150.0 150.0 150.0 19-1/8" 26-1/2' '30' 37' 42' 48' - 54" 60" 66' 72' 120" - 38.2 27.5 55.9 97.7 150.0 150.0 0 N Qf 2 ry S Q: Op`p yµ?uI 0IL Q 0 N M 0' 0>m CW q 0 d O Q ei O ap O d o 150.0 150.0 150.0 150.0 150.0 150.0 150.0 54.3 103.2 83.9 146.6 150.0 150.0 150.0 - 27.6 - 40.3 70.5 110.8 150.0 - 24.4 - 35.6- 62.3 97.9 150.0no 150.0 150.0 150.0 150.0 150.0 150,0 150.0 48.0 91.1 74.1 129.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 38.9 73.9 60.1 105.0 150.0 150.0 150.0 - - - 28.9 ' 50.5 79.3 145.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 -34.3 65.1 52-9 . 92.5 142.5 150.0 150.0 - - - 25.4 44.5 69.9 127.8 140.6 150.0 150.0 150.0 150.0 150,0 150.0 30.0 57.0 46.3 ' 81.0 124.7 150.0 150.0 - - - 223 38.9 61.2 111.9 124.9 150.0 150.0 150.0 150.0 150.0 150.0 26.7 50.6 41.2 72.0 110.8 146.2 150.0 - - - - 34.6 54.4 99.4 112.5 150.0 150.0 150.0 150.0 150.0 150.0 24.0 45.6 37.0 64.8 99,7 131.6 150.0. - - - - 31.1 48.9 89.5 102.2 150.0 150.0 150.0 150.0 150.0 150.0 21.8 41.4 33.7 58.9 90.7 119.6 150.0 - - - - 28.3 44.5 81.4 93.7 ,.149.3 142.0 .750.0 150.0 150.0 150.0 20.0 38.0 -. 30.9 54.0 83.1 _ 109.7 150.0 - - - - 26.0 40.8 74.6 19-1/8" 26-1/2" 30' 37" 42" 48" 54" 60" 66" 72" 50-5/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 26-1/2' 30' 37" 42' 48' 54' 60' 66' 1 72' 84' 52.0 110.4 80.3 150.0 150.0 150.0 150.0 19-1/8" 26-1/2" 30' 37" 42" 48' Sa' 60' 66" 72" 132' - 28.7 20.7 42.0 73.4 116.8 150.0 Q w Z LL IL Z C f J O 0, Q Q W ?i f 143.9 150.0 150.0 150.0. 150.0 150.0 150.0 37.5 79.7 57.9 113.0 150.0 150.0 150.0 - 20.7 - 30.3 53.0 84.3 150.0 127.1 150.0 150.0 150.0 150.0 150,0 750.0 33.2 70.4 57.2 99.8 150.0 150.0 150.0 - - - 26.8 46.8 74.4 136.7 103.0 150.0 150.0 150.0 150.0 150.0 150.0 26.9 57.1 41.5 81.0 125.6 150.0 150.0 - - - 21.7 37.9 60.3 110.9 - - - - 33.4 90.8 144.4 137.1 150.0 150.0 150.0 150.0 23.7 50.3 .36.5 71.3 110.6 145.9 150.0 1n Z 0 -1 m R 79.4 126.4 119.9 150.0 7150.0 150.0 150.0 20.7 44.0 32.0 62.4 96.8 127.6 150.0 - 39.1 28.4 55.5 86.0 113.5 150.0 - - - - 29.3 46.5 85.5 70.6 112.3 106.6 150.0 150.0 1500 150.0 - - - - 26.0 41.4 76.0 63.5 101.1 95.9 144.4 +150.0 150.0 150.0 - 35.2 25.6 49.9 77.4 102.1 150.0 - - - - 23.4 37.2 68.4 57.8 1 91.9 87.2 1 131.3 150.0 150A 150.0 - 32.0 23.3 45.4 70.4 92.8 1 150.0 - - - - 21.3 33.8 62.1 53.0 84.2 80.0 120.4 1 150.0 1 150.0 150.0 - 29.3 21.3 41.6 64.5 85.1 1 150.0 - - - - - 31.0 57.0 19-1/B'150.0 26-1/2' ' 30' 37' 48' 5$ 60' 66' 72" 750.0- 150.0 150.0 150.0 150.0 150.0 19-7/8' 26-1/2' 30" 37' 42" 48" 54' 60' 66` 72' 96' 34.8 _ 25.1 74.7 53.9 53.8 38.8 109.1 78.7 150.0 133.2 150.0 150.0 150.0 150.0 19-1/8" 26-1/2' 30' 37' 42' 48' L54' 60' 66' 72' 144' - - - 32.3 56.5 89.9 150.0' 0 DO m H 0 Z Q U �j W Q_ W N a ,� 31 0 M °D n Z 3 m_ 32 ` (n 10 Q W M 108.6 150.0 150.0 150.0 150.0 150.0 150.0 - - - 23.3 40.8 64.9 119.2.. 95.9 150.0 144.6 150.0 150.0 150,0 .150.0 22.2 47.6 34.3 69.6 '117.7 150.0 750.0 _ _ _ 20.6 36.0 57.3 105.3 - - - _ - 29.2 46.5 85.4 - - - - 25.7 41.0 75.2 77.8 123.6 117.2 150.0 150.0 150.0 150.0 - 38.6 27.8 56.4 95.4 125.8 150.0 - 34.0 24.5 49.7 64.1 110.8 150.0 103.3 150.0 150.0 150,0 150.0 60.0 .95.3 90.4 135.9 150.0 150.0 150.0 - 29.8 27.4 97.0 150.0 - - - - 22.5 35.8 65.8 53.3 84.7 80.3 120.8 150.0 150.0 150.0 + - 26.5 - 66.2 150.0 - - - - 20.0 31.9 58.5 - - - - - 28.7 52.7 - - - - - 26.1 47.9 , 48.0 76.2 72.3 108.7 150.0 150.0 150.0 - 23.8 - 77.6 142.0 43.6 69.3 65.7 98.9 150.0 150.0 150.0 - 21.6 - 70.5 129.0 X 40.0 63.5 60.2 90.6 137.8 750.0 150.0 - - - 64.6 118.3 - - - - - 23.9 43.9 19-1/8" 26-1 2' / 30" 123.3 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 26-1 2' / W. - 52.5 37.8 150.0 150.0 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION 89.0 145.3 137.3 150.0 150.0 150.0 150.0 - 37.9 27.3 137.7 150.0 78.6 128.4 121.3 150.0 150.0 150.0 150.0 - 33.4 24.1 48.9 85.5 121.7 150.0' 37' 42' 48" 54" 60" " 66" 72` 63' 63.7 104.1 98.3 1 148.3 150.0 150.0 150.0 37" 42' -48' 54' 60" 66" -7Y 108" - 27.1 - 39.6 69.3 98.7 150.0 PRODUCT 56.1 91.7 86.6 130.7 150.0 150.0 150.0 - 23.9 - 34.9 61.0 86.9 150.0 49.1 80.2 75.8 114.3 -150.0 150.0 150.0 - 20.9 - 30.5 53.4 76.0 139.1 43.7 71.3 67.4 101.6 150.0 150.0 150.0 - - - 27.1 47.5 67.6 123.7 39.3 64.2 60.6 91.5 139.7 150.0 150.0 - - - 24.4 427 60.8 111.3 35.7 58.4 55.1 83.1 127.0 150.0 150.0 - - - 22.2 38.8 55.3 101.2 32.7 53.5 50.5 76.2 116.4 150.0 150.0 - - - 20.4 1 35.6 50.7 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 'VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE '0' AND 'E' APPLICABLE TO 4 5" AND 6" TUBE MULLIONS. ANCHORS C', 'F' AND 'G' APPLICABLE TOALL TUBEMULLIONS. MULLIONS 'GLAZING / PRODUCT 3 w w o x VERTICAL GLAZING GLAZING MULLION PRODUCT. PRODUCT TICAL MULLION ARRANGE14TS•' /� z GLAZING GLAZING 0 PRODUCT PRODUCT ? .t 3 'GLAZING / PRODUCT 3 w w o x 3 GLAZING GLAZING PRODUCT. PRODUCT TICAL MULLION ARRANGE14TS•' /� •NY • I• X1'2 • � • • . � •NUWON SPAN I � ° w w o x • • •• • • • • • 11u11n1TT • • • • • • • • gP: " �+ r a TICAL MULLION ARRANGE14TS•' /� WIDTH (W) = W1 + RODUCT REVISED = 2 •lying with tje C•Im P �f n _ : �7 B-AdinCode jr ? .t • • • fq • • o•'.•• hOF (,40 EmsY;F • • 3i Off.•'\�Mi drawing no. P.L7�1I�� • �,i7j1jNIlilt sheet 3 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 64.5 44.1 88.1 WINDOW DIMS. 38.1 48" ANCHORS TYPE ��lj 56.4 WIDTH (W) MULL SPAN A B C D E F G 19-1/8' 26-1/2' 30" 37' 42" 48" 54" 60" 66" 72" 38-3/8' 150.0 150.0 150.0 150.0 150.0 117.7 150.0 143.9 150.0 150.0 150.0 150.0 85.0 150.0 127.1 150.0 150.0 150.0 150.0 7S.0 150.0 103.0 150.0 140.8 150.0 150.0 60.9 121.7 90.8 150.0 -124.0 150.0 A 50.0 53.6 107.2 79.4 150.0 108.5 150.0 150.0 46.9 93.8 70.6 141.2 96.5 150.0 150.0 41.7 1 83.4 63.5 127.1 86.8 150.0 150.0 37S 75.0 57.8 115.5 78.9 150.0 150.0 34.1 68.2 53.0 105.9 72.3 144.7 150.0 31.3 82.5 19-1/8" 26-1/2' 30' 1. 42' 48" 54' 60" 66' 72" 50-5/8" 150.0 150.0 150.0 150.0 150.0 ,89.2 150.0 109.1 150.0 -149.0 150.0 150.0 '64.4 128.8 96.3 150.0 131.6 150.0 150.0 56.9 113.8 78.1 150.0 106.7 150.0 150.0 48.1 92.3 68.8' 137.6 94.0 150.0 150.0 40.6 81.3 60.2 120.4 82.3 150.0 150.0 „ 35.6 71.1 53.5 107.0 73.1 146.2 150.0 31.6 63.2 48.2 96.3 65.8. 131.6 150.0 26.4 56.9 43.8 87.6 59.8 179.6 139.3 25.9 51.7 40.1 80.3 54.8 109.7 127.7 23.7 47.4 19-1/8" 26-1/2' 30' 37' 40 48" 54' 60" 66' 72' ® 131.9 150-0 150.0 + 150.0 150.0 77.9 150.0 95.2 150.0 130.0 150.0 150.0 56.2 112.4 84.1 150.0 114.9 150.0 150.0 49.7 99.3 68.2 136.4 93.1 156.0 150.0 40.3 80.5 jo 120.1 82.0 150.0 150.0 35.5 70.9 52.6 105.1 71.8 143.6 150.0 31.0 62.1 46.7 93.4 63.8 127.6 148.6 27.6 55.2 42.0 84.1 57.4 114.9 133.7 + 24.8 49.7 38.2 76.4 52.2 104.4 121.6 22.6 45.1 35.0 70.1 47.9 95.7 111.4 20.7 41.4 19-1/8" 26-1/2" W. 37" 42' 48" 54" 60" 66" 72' 63' 121.4 150.0 150.0 150.0 150.0 71.7 143.4 87.6 150.0 119.7 150.0 150.0 51.8 103.5 77.4 150.0 105.8 150.0 150.0 45.7 91.4 62.8 125.5 85.7 150.0 150.0 37.1 74.1 --55.3 110.6 75.5 150.0 150.0 32.7 `- 65.3 48.4 96.8 66.1 132.2 150.0 28.6. 57.1 43.0 86.0 1 58.8 117.5 136.8 25.4 50.8 38.7 77.4 52.9 705.8 123.1 22.9 45.7 35.2 70.4 48.1 96.1 711.9 ---20.8 41.6 32.3 64.5 44.7 88.1 102.6 38.1 42' DESIGN LOAD CAPACITY - PSF 32.3 64.5 44.1 88.1 DESIGN LOAD CAPACITY - PSF 38.1 48" 108" ��lj 56.4 38.6 ANCHORS TYPE 89.8 - ANCHORS TYPEo WIDTH (W) MULL SPAN A B C D E F G WIDTH (W) MULL SPAN A B C - D E F G 20.5 o 19-1/8' 26-1/2" 30' 37" 42' 48" 54' 60" 66"?: 72" 74-1/4" 103.0 150.0 140.8 -7!;6.0 150.0 60.8 121.7 - 19-1/8' 26-1/2' 30" 37'� 42" 48' 54' 60" 66' 72' 120" 63.7 127.5 87.1 150.0 150.0 37.6 75.3 Z m r o Z f 2 N p O ` 0 CL w H C C 0 N l0 0 C ui m Q' M 0 ap o 74.4 148.7 101.6 150.0 150.0 43.9 87.8 46.0 92.0 62.9 125.7 146.4 27.2 54.3 65.7 131.4 89.7 150.0 150.0 38.8 77.6 53.3 106.5 72.8 145.5 150.0 31.4 62.9 40.6 81.3 55.5 111.0 129.3 24.0 48.0 33.0 65.9 45.0 90.0 104.8 - 38.9 46.9 93.8 64.1 128.2 149.2 27.7 55.4 _ 29.0 58.1 39.7 79.3 92.3 - 342 41.1 82.1 56.1 112.2 130.6 24.2 48.5 25.4 50.8 34.7 69.4 80.8 - 30.0 36.5 73.0 49.8 99.7 116.1 21.5 43.1 22.6 45.2 30.8 61.7 71.8 - 26.7 32.8 65.7. 44.9 89.7 104.5 - 38.8 20.3 40.6 27.8 ' 55.5 64.6 - 24.0 29.9 59.7 40.8 81.6 95.0 - 35.3 - 36.9 25.2 1 50.5 58.8 - 21.8 27.4 54.7 > 37.4 74.8 87.1 = 32.3 - 33.9 23.1 1 46.3. 53.9 - 20.0 19-1/8" 26-1/2" 30" 37' 42' 48' 54' 60" 66" 72' 84' 91.1 150.0 124.4 150.0 150.0 53.6 107.6 19-1/8' 26-7/2" 30" 37' 42" Q. 54" 60' 66" 72' 132' 58.0 115.9 79.2 150.0 150.0 34.2 68.4 Nq y1 i O LL 6 Q W =ul u' Z O - 0 IY F 65.7 131.5 89.8 150.0 150.0 38.8 77.6 41.8 83.7 57.1 114.3 133.0 24.7 49.4 58.1 116.1 79.3 150.0 150.0 34.3 68.6 36.9 73.9 50.5 100.9 117.5 21.8 43.6 47.1 94.1 64.3 128.6 "149.7 27.8 55.6 30.0 59.9 40.9 81.8 95.3 - 35.4 41.5 82.9 56.7 113.3 131.9 24.5 49.0 26.4 52.8 '36.1 72.1 83.9 - 31.2 36.3 -72.6 49.6 99.1 115.4 21.4 42.9 23.1 46.2 31.5 63.1 73.5 - 27.3 Z �1 m o 32.3 64.5 44.1 ^ 88.1 102.6 - 38.1 20.5 41.1 28.0 56.1 '65.3 - 24.2 29.0 58.1 39.7 79.3' 92.3 - 34.3 - 36.9 25.2 50.5 58.8 - 21.8 26.4 52.8 36.1 72.1 83.9 I - 31.2 - 33.6 22.9 45.9 53.4 - - 24.2 48.4 33.0 66.1 77.0 - 28.6 - 30.8 21.0 42.1 49.0 - - 19-1/8' 26-1/2" 30' 37" 42" 48" 54' 60" 66' 72" 96" 79.7 150.0 108.9 150.0 150.0 47.1 94.1 19-1/8" 26-1/2" 30" 37" 42' 48" 54' 60" 86" " 72" 144" 53.1 106.2 72.6 '145.2 150.0 31.4 62.7 J D 11 (D T- Z) Z Q A J ( �i d N 0 a - O M n 3 Z •• v N Q 57.5 115.0 78.6 150.0 150.0 34.0 67.9 38.3 76.7 52.4 104.8 122.0. 22.6 45.3 50.8 101.6 69.4 138.8 150.0 30.0 60.0 33.9 67.7 46.3 92.5 107.720.0 40.0 41.2 82.4 56.3. 112.5 131.0 24.3 48.6 27.5 54.9 37.5 75.0 87.4 - 32.4 36.3 72.6 49.6 99.1 115.4 21.4 42.9 24.2 48.4 33.0 66.1 77.0 - 28.6 31.8 63.5 43.4 86.8 101.0 - 37.5 - 42.3 28.9 57.8 67.3 - 25.0 28.2 56.4 38.6 77.1 89.8 - 33.3 - 37.6 25.7 _51.4 59.9 - 22.2 25.4 50.8 34.7 69.4 80.8 - 30.0 - 33.9 23.1 46.3 53.9 - 20.0 23.1 462 31.5 63.1 73.5 - =27.3 - 30.8 21.0 42.1 49.0 - - 21.2 42.3 28.9 57.8 67.3 - 25.0 - 282 - .38.8 44.9 - - 19-1/8' 26-1/2" 30' 37' 70.8 141.7 96.8 150.0 150.0 41.8 83.7 ANCHOR TYPES A. B. A D. E. AT HEAD/SILL/JAMBS ANCHOR TYPES IF & G _ AT JAMBS ONLY HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE Li 51.1 102.2 69.8 139.7 150.0 30.2 60.4 45.2 90.3 61.7 123.4 143.6 26.7 53.3 36.6 732 50.0. 100.0 116.5 21.6 . 43.2- 42' 32.3 64.5 44.1 88.1 102.6 - 38.1 48" 108" 28.2 56.4 38.6 77.1 89.8 - 33.3 54' 25.1 50.2 34.3 68.5 .79.8 - 29.6 60' 22.6 45.2 30.8 61.7 71.11 - 26.7 66" 20.5 .41.156.1 65.3 - 24.2 72" - 37.6 25.7 51.4 59.9 - 22.2 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4, 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS GLAZINGS o i E p PRODUCT 3 \ ANCHOR - a �7NL /1 � ut 3 GLAZING GLAZING PRODUCT PRODUCT 0 o N wi • • • i• I• •ii��LLuInNr� 777�i' - m•• • • • 9 AM 0i• • AT•nsIWW-••• AII TPICAL MULLION ARRANGEAM ••• •• • • • •• pc w U q : •- m Q WIDTH (W) g a 2 pRODUCT REVISED NV a C1.-� A �x4m 1Leilorida • • • _ � .. : 7'7 � e o � � ' code 18•��iwy �• • • y �- 141 • • • EBtAx,+Y • •• • •• 4}%� S oOF q i G� !l�(�t� dMra0wi4ng-o 0n4o. �77AS�ONIAl1E �� sheet 4 of 9 VERTICAL • • • • MULLION • • • z GLAZING GLAZING 3 PRODUCT PRODUCT 3 GLAZINGS o i E p PRODUCT 3 \ ANCHOR - a �7NL /1 � ut 3 GLAZING GLAZING PRODUCT PRODUCT 0 o N wi • • • i• I• •ii��LLuInNr� 777�i' - m•• • • • 9 AM 0i• • AT•nsIWW-••• AII TPICAL MULLION ARRANGEAM ••• •• • • • •• pc w U q : •- m Q WIDTH (W) g a 2 pRODUCT REVISED NV a C1.-� A �x4m 1Leilorida • • • _ � .. : 7'7 � e o � � ' code 18•��iwy �• • • y �- 141 • • • EBtAx,+Y • •• • •• 4}%� S oOF q i G� !l�(�t� dMra0wi4ng-o 0n4o. �77AS�ONIAl1E �� sheet 4 of 9 • • • • • • • • • • 1/4' DIA. ULTRACONS 9 PFR r:I IP (1 ON FACH WING) )OD BUCK OR WOOD TRUCTURE 1/4' DIA ULTRACONS 1 PER ANGLE iG CUP FIT INSIDE MULL /14 SMS 1-3/4' O.C. MIN. 2 PER ANGLE X 2 X 1/8" UM ANGLE Y.V 11011 /4' DIA ULTRACONS 1/4" DIA. ULTRACONS2 1/4' MIN.4 PER CUP (2 ON EACH WING) 2 PER ANGLETYP. q 0 W N ��.. �� II II O?Nn u. j LJj FLOATING CUP I I 11 - CO, y p Q g 1 BY I��1 SNUG FR INSIDE MULL II II 2 X 2 X 1/8" aqaqpp WOOD BUCK I I II I LI ALUM ANGLE O N N m J 014 SMS �. N 1-3/4' O.C. MIN. j F j Q W j m I I 2 PER AN I (L Z N s o jgori r D umi I 1/4' DIA ULTRACONS 1/4' DIA ULTRACONS z `O 4 PER CUP (2 ON EACH WING) 2 PER ANGLE O h J o J 7 � U 8 L0 J W m F N N V h I I I I f h 11 I I z Z 3 J e 1 j 1 1' l� 3 � LL A FLOATING CUP I I I I J O- 2 BY I��I SNUG FR INSIDE MULL II I I 2 X 2 X 1/8' Q In L0 Q MOOD BUCK J I I I I ALUM ANGLE W r'Ni r /14 SMS U U 1-3/4' O.C. MIN. I I O —i I 2 PER ANGLE I I G b c € o $ ANCHORS TYPE 'B' 0- U < g 1/4' DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. z MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1' 1-1/2' CONCRETE 2-1/2' 13/4" �2�7Q_Gs1 i ro � o n a E OF ({�� drawing no. M04-04 I��`�� sheet 5 of 9 ••• • • • • ••• • • 000 00 0 WOOD = 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. CONCRETE — f'c = 3000 PSI MIN. PRODUCE R6VISF� ••• • • • as'Id' ya�wilh the Randa • • -ate ' Build' lode /�}�y� • • • • • ALL CUPS AND ANGLES TO FIT SNUG INi�-�E ONS. Acce ce�JP iWITH ! • • • CUPS OR ANGLES CONNECTED DIRECTLY TO BE PROTECTEDE><p '� ALKALI—RESISTANT COATINGS, SUCH US PLANT OR • DY • • 40 • • ��/ WATER—WHITE METHACRYLATE LACQUER. Miwai Pr I • • • • �2�7Q_Gs1 i ro � o n a E OF ({�� drawing no. M04-04 I��`�� sheet 5 of 9 ••• • • • • ••• • • ••• • • • ••• • • 1/4' DL\. ULTRACONS 1/4' DLA ULTRACONS Ed. 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE 3" IN. I'•11� 'II �II ILJI FLOATING CUP I I II SNUG FR INSIDE MULL I I II 2 X 2 X LE II II ALUM ANGLE ---------- ;14 SMS U U,I I 1 1-3/$ O.C. IN. I I 1 1 1 I 2 PER ANGLE I I I I I I I I I I I I I I I 1 1 I I I '3' MIN. . . Ed. 1/4" DIA ULTRACONS 4 PER CLIP (2 ON EACH WING) 1/4' DIA ULTRACONS�� 2 PER ANGLE V v I a Z g n IN. Q q o '�h ' • •• •• • • • a �WIu ••• 1 1•'ll I�I I I' Q' G C Gl LL , 1 1 h 1 1 II JIj `.y I II 11 2 X 2 X 1/8' O U y P �% G e�11 i N Y :--------------1 11I� I I U ALUM ANGLE Cr 0 K 01 a I I P � I I FLOATING CUP U I I I D a d O N y I I I I SNUG FB INSIDE MULL I I O I I I I I I /14 SMS I I PER ANGLE I I I I I I Q w w Ip wix _ O (i 302 I I I 4 I I I I J o 0 Q J I I I I I I I 1 I I I I Z N1 - Q wOlg O o Ed. z Z m .. 2 o I J n W JW m Of O 1 I I I 1/2•(2) � n 1 I I I O� M m 3' :2 3 Z\` J O n Q N U) Q ' uj O LOCATION OF SCREWS CONNECTING ANGLES TO TUBES 1/4' DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) G ANCHORS TYPE APPLICABLE FOR 4". S" AND 6' TUBE MULLIONS Ha < g i u6z 1. 4 1/- DIA ULTRACONS BYELCO '' • • • • • • • • • c 4 " • • •• • • • • • O 1 1 .. ULTRACONS MAY BE HEX OR FIAT HEAD • • • • • • • • • • • `\\\\\111111////' I I SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT • • • • • • 00: • • • • • • • • ��``�� iii •� o I I CONCRETE 2-1/2' 1-3/4" CONCRETE = f'c s 3000 PSI MIN. nRODUCT REVISED o n wdb m. Fi•ida _ it �• � •: zY = o B.L1ao� L7u� i�i jfZp�r.O�r • 00: • _ • 16 a 4 p• • • O ALTERNATE ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. dpi /• , ! • • ATE OF drawln no. ANCHOR LOCATION rM1OY • • 9 CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED ,i,�1 ^ '• • ` WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR By • • • •' •i �,•-s • • '� S• URIDP.•\`�� M04-04 ANCHORS TYPE 'C' WATER -WHITE METHACRYLATE LACQUER. rnh i adcPr • • .. '• •'NAL sheet 6 of g • •• •• • • • •• •• ••• • • • ••• • • , 1 , 5/16- DIA. ULTRACONS 5/16- DIA ULTRACONS Ed. 4 PER CUP (2 ON EACH WING) 2 PER ANGLE IN. It I' I I 11 1 IL.J1 11 'II r-1 II II 2 X 2 X � �IALUM ANGLE r_____.•____---1 �+ � FLOATING CUP j"1 U I I I I SNUG FR INSIDE MULL I I I 1 I I j14 SMS I I I I 1 4 PER ANGLE I I I I I I 1 I LOCATION OR SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS 5/16- DIA ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. ='MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 3-1/6' 2� CONCRETE = V. = 3000 PSI MIN. ALL CUPS AND ANGLES TO FTT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 8 1n 0 z e J n J � U W Jw G] H N N N _z z 32�`0 J O Q NL0 Q W M � lNumilEgol •• ••• • • e • •• UI�IWI�-I�I=I 1 c • • • • t • • • ! \\\\11111111/��' • ag • • • • • • • • 0 •� Q 000 CT RL'�'15F.D "AOOUwith the said. 3• sAc puudR��$'�� O •! • _: •Bx eatna: ✓ �' S7 OF �(/` drawing no. ��It111111\\\ sheet -7 of g • • • • • • • • • • 1/4' DIA. ULTRACONS 1 PER ANGLE II II� iG CLIP FR INSIDE MULL I I I1 2 X 2 X 1/8' LI IJ ALUM ANGLE /14 SMS I I 1-3/4' O.C. MIN. I I 2 PER ANGLE I I ANCHORS TYPE 'F' AT JAMBS ONLY 2 PER ANGLE Y Z �n h• F �� FF= .Jj FLOATING CLIP i t 11 O I SNUG FR INSIDE MULL 11 11 2 X 2 X 1/8" V p w A 1 1 1 1 1 ALUM ANGLE a p Z p 11 #14 SMS IJ Lf o y o Q aaaopppj 1-3/4' O.C. MIN. 1 1 o dJ I 2 PER ANGLE I W y lio- Ul "�W F �m n h z Z b O J o J � U W J w 0] � FF- Il N aN O a M1 p PO n 3 0 Q Wry')]iw v N 1/4- DIA ULTRACONS 1/4" DIA. ULTRACONS �� o ., .... ...., t PER CUP (2 ON EACH YANG) ANCHORS TYPE 'G' Ed.:MIN. EDGE DIST. MIN. EMBEDMENT MASONRY 2-1/2' AT JAMBS ONLY a ;7 r • 1/4' DI0. ULTRACONS BY 'FICO' •• ••• • • • • ••' J ULTRACONS MAY BE MIX OR FIAT HEAD • • • • .0. t • • • •- • • • • c •1 O • • • 11\111111// SUBSTRATE • •• • • f i ••• t %"' /// • • • • • • • • •- MASONRY �i •• ••• •• w • • •• ��'P• •• m 0 MASONRY : C-90 HOLLOW/FILLED BLOCK V' 2000 PSI MIN. •• n ALL CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. PRCT.1UCT REVISED • • • • tc cerupy+8 • - z $ o u CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT SUCH AS BIRIMINOUS PAINT OR .0" • • Bumldm4 Cdt �a•�r�6" • • An:PI•°C4p • Z • •'.• •�(/� O COATINGS, WATER-WHf1E METHACRYUTE LACQUER. • • • • tL • TE OF • • •• ORIDP.•' ®� dYOwmg no. M04-04 • • 6nAy_ • .� . s \• � S sheet $ of g Produce' IIPdA�.11\\\\ v N 1/4- DIA ULTRACONS 1/4" DIA. ULTRACONS �� o ., .... ...., t PER CUP (2 ON EACH YANG) Ed.:MIN. EDGE DIST. MIN. EMBEDMENT MASONRY 2-1/2' ••• • • • • ••• • • ••• • • • ••• • • -. DESIGN LOAD CAPACITY - PSF • DESIGN LOAD CAPACITY - PSF ` DESIGN EDAD CAPACITY - PSF ••• • ' WINDOW DIMS. I ANCHORS QUANTITY WINDOW DIMS. ANCHORS QUANTITY WINDOW DIMS. ANCHORS QUANTITY WIDTH (W) MULL SPANI 2 3 1 4 WIDTH (W) MULL SPAN 2 3 4 WIDTH (W) MULL SPAN 2 3 4 #14 SMS • • 19-1/8'-. 150.0 150.0 150.0 19-1/8" 150.0 150.0 150.0' 19-1/8" 93.7 140.5 150.0 2, 3 OR 4 ANCHORS OR STRUCTURE 26-1/2' 150.0 150.0 150.0 26-1/2" 115.9 150.0 150.0 26-1/2" 67.6 101.4 135.2 SEE CHART FOR CAPACITYTUBE MULLION 30" 150.0 150.0 150.0 30" 102.4 150.0 150.0 30' 59.7 89.6 37" 150.0 150,0 150.0 37° 83.0 124.5 150.0 37' -Lis.5 48.4 72.6 96.9 ------ 42' 150.0 150.0 150.0 42° 73.1 109.7 146.3 42" 42.7 64.0 85.3 48" 38-3/8' 140.1 150.0 150.0 W. 84' 64.0 96.0 128.0 48' 144" 37.3 56.0 74.7 -------54" 124.5 150.0 150.0 54' 56.9 85.3 113.8 54' 33.2 49.8 66.4 60" 112.1 150,0 150.0 60' 51.2 76.8 102.4 60' 29.9 4i.8 59.7 #10 FH 2/ 66" 101.9 1500 7500 66' 46.5 69.8 93.1 66" 27.2 40.7 54.3 1/8' THICK ALUM CH72" 93.4 140.1 150.0 72' 42.7 64.0 85.3 72° 24.9 37.3 49.8 LENG'1H TO FIT19-1/8" 150.0 150.0 150.0 19-1/8".. 140.5 150.0 150.064MTUBE MUlL10N 26-1 /2"150.0 150.0 150.0 26-1/2° 101.4 150.0 150.0 30" 150.0 150.0 150.0 W. 89.6 134.4 1 150.0 TUBES MAY BE NOTCHED 37" 137.8 150.0 150.0 37" 72.6 109.0 145.3 AS SHOWN TO ALLOW INSTALLATION 42" 127.4 150.0 150.0 7 42" 64.0 96.0 128.0 OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY 48" 50-5/8' 106.2 150.0. 150.0 48' 96" 56.0 84.0 112.0 #14 FH SMS ,54" 94.4 141.6 150.0 54" 49.8 74.7 99.6 71/2' O.C. MIN. METAL STI 60" 85.0 127.4 150.0 60' 44.8 67.2 89.6 • ACCESS HOLE SEE CHART OR FOR CAPACITY TUBE MUI 66" 77.2 115.8 150.0 66" 40.7 61.1 81.5 72" 1 70.8 1 106.2 141.6 72' 1 37.3 1 56.0 74.7 19-1/8" 150.0 150.0 150.0 '19-1/8' 124.9 150.0 150.0 26-1/2" 150.0 150.0 150.0 26-1/2' 90.2 135.2 150.0 W. - 148.3 150.0 150.0 W. 79.6 119.5 150.0 37' 120.2 150.0 150.0 37' 64.6 96.9 129.2 ------I--- ____ _____ 42' 105.9 150.0 150.0 42' 56.9 85.3 713.8 I I I Q. 58" 92.7 139.0 150.0 48" 108' 49.8 74.7 99.6 54" 82.4 1236 1500 54" 44.2 66.4 88.5 THIS SCREW CAN BE r y�U N a 0 0 Z 0 y� Z O Qf Z 3 00 Ho � 0 N L W° a" at -- 0 t w m tOGwm V paid OrcrcM8 01L0a.4 0.3b 7 NNp m Q W U) � 0 {L Z�� O 3 Om's a Q z(m f.F O n V) Z O J n � JU W J W m Of � T- N • 30 ,t M n INSTALLED IN FJTHER I I #10 FH SMS I I O n 60" 74.2 111.2 148.3 60" - 39.8 59.7 79.6 DIRECTK)N 2 PER CUP I I Z Z 3 _f 66' 67.4 101.1 134.8 66' 36.2 54.3 72.4 W I 1" O.C. MIN. i i I j 3 Z LL o 72'61.8 92.7 123.6 72 33.2 49.8 66.4 I I Q Vi L0 Q J 19-1/8" 150.0150.0 150.0 19-1/8" 112.4 150.0 150.0 2 M 26-1/2' 150.0 150.0 150.0. 26-1/2' 81.1 121.7 150.0 1-3/4" % Y X 1/8' (FOR 2BY TUBE) O 3p° 136.5 150.0 150.0 30" 71.7 107.5 143.4 3/4° % 2' X 1/8' FOR (iBY TUBE) 37' 110.7 150.0 150.0 37" 58.1 87.2 116.2 ALUM ANGLE 42" 97.5 146.3 150.0 42" 51.2 76.8 102.4 CUT TO FR SNUG INSIDE TUBE 48' 63" 85.3 128.0 150.0 48" 120' 44.8 67.2 1 89.6 • 54" 75.9113.8 ' 150.0 54' 39.8 59.7 79.6 c v G 60" 68.3 102.4 136.5 60" 35.8 53.8 71.7 ANCHORS DETAIL #1 s m o 66" 62.1 93.1 124.1 66' 32.6 48.9 65.2 METAL TO METAL CONNECTION- < W U o 72" 56.9 85.3 1 113.8 72' 29.9 44.8 59.7 114 SMS/TEKS 19-1/8' 150.0 150.0 150.0 19-1/8" 702.2 150.0 150.0 26-1/2" 131.1 150.0 150.0 26-1/2' 73.8 110.7 147.5 SUBSTRATE Ed. = MIN. EDGE DIST. MIN. CL TO CL SPACING W. 115.8 150.0 150.0. 30' 65.2 97.7 130.3 METAL 5/8' 1/2" + o a o n 37' 93.9 140.9 150.0 37' 52.8 79.3 105.7 METAL 1/8" MIN. THK. U�J��,�}y1 ELF 36 KSI MIN. 18° MIN. T m g c (6 63- 6 IIS) • • • • O W „ 42° 82.7 124.1 ' 150.0 42" 46.5 69.8 93.1 / •'"""'� • • • • • c 48" 74-1/4' 72.4 108.6 144.8 48' 132" 40.7 61.1 61.5 • • • • • • • • " • • • • • • '• \\\\\\\11111711j777 0 54" 64.4 96.5 128.7. 54' 36.2 54.3 72.4 • • • • • • • • • �� • •.i'� ~ •• ••• •• • • • •• '�' "1 O 60' 57.9 86.9 115.8 60' 32.6 48.9 65.2 n l•. - 66' 52.7 79.0 10. 5.3 66" 29.6 44.4 59.2 n 72" S. 72.4 96.5 72' 27.2 40.7 54.3 - PROIRICT REVISEf :s cemPlYiB wdh the FWW - i7 .• : 1i :. • • • Suildn�g� • • a ® OF drawing no. NAL T 111 11711\ sheet 9 of 9 ••• • • • • ••• • • • • • • • • • • • •