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WS-19-2391Location Address Permiumo.: WS -10-19-2391 Miami Shores Village �� (-,� J-) Permit Type: Windows/Shutters 10050 NE 2 Ave LArkCassificadon: Miami Shores FL 33138 Window/DoorReplacement 305-795-2204 PermitStaWs: Approved Issue Date:10/30/`2019 Expiration: 04/27/2020 Parcel Number 990 NE 92ND ST, Miami Shores, FL 33138 1132060060140 Contacts MARK HOERBER Owner USA HOME IMPROVEMENT LLC Contractor 990 NE 92 ST, MIAMI SHORES, FL 331382911 JOSEF AMIR 2201 GRIFFIN RD, FORT LAUDERDALE, FL 33312 Business: 7542440677 donna@gousahi.com Description: INSTALLATION OF HURRICANE IMPACTValuation: $ 35,900.00 Inspection Requests: 3#5.762-4949 WINDOWS(12) AND DOORS (3) Total Sq Feet: 0.00 —j 1 .J Fees Amount Application Fee - Other $50.00 CCF $21.60 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $7.20 Scanning Fee $9.00 Technology Fee $6.25 Windows/Shutters Fee $200.00 Total: $300.30 Payments Date Paid Amt Paid Total Fees $300.30 Check # 2707 10/30/2019 $250.30 Check # 2606 10/09/2019 $50.00 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 regulating construction and zoning. Futhermore, I authorize the above n�amed-c" n rac o c' Authorized Signature: Owner / Applicant / Contractor / in compliance with all applicable laws October 30, 2019 Page 2 of 2 ' Miami Shores Village REC ;1� 4a ` `Dt lBuilding ' D Department y l `Q 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 0C.. r,. i 9 2 19 Tel: (305) 755-2204 Fax: (305) 75G-8972 �^ LY: [/V6 •- INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. M--jal 9-' Z'�q PERMIT APPLICATION sub Permit No. 0 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: qQO P%Fi QZ S{ (-2 City: Miami Shores County: Miami Dade zip 313 Y Folio/Parcel#: 1132 O6 006 01110 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Mcu-K S 4 kQSaken E fbaO- P,r'Phone#: t 305)-156-5j8'S- Address:DO NE q2 s*Q City: - Miami shores M State: FL. zip: 3313 k Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: USA NiOM4e- Tm pI�OVen I Cr1,{ LL G Phone#: (921) 884- el y y Address: 2201 &ri ff2f1 Rd City: Fort LGY•Ud-wdal-e State: EL zip: 3331"Z Qualifier Name: JOg� Pt-n;r Phone#: State Certification or Registration #: 'C%C,152 Fi-707 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 35. C? 00.Oo Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration F-1NewElRepair/Replace F-1Demolition �® Description of Work: T!b sal lah' on pF 1•►Urri cay)e i m iga d wrioLows app( Acoty ( I'Z) (3 ) Specify color of color thru tile: r Submittal Fee $ I Permit Fee $ e4,CCF $ (00 CO/CC $ Scanning Fee $ 1.00 Radon Fee $- DBPR $ Notary $f Technology Fee $ (O• c�� Training/Education Fee $ �• ,�� Double Fee $ Y/ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ `>CJ (Revised02/24/2014) 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 Zi 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. FSignatur91' �2�2 �C!w ER oar AGENT The foregoing instrum was knowledged before this day of 20 by -4 OA. if who is personally known to me or who has produced -► as Signature 1[ONTRACTOR The as identification and who did take an a identir�— c JODIPEP NOTARY PUBLIC: x arra 04 �c •��P••••� FF 9657 NOTARY PUBLIC: it ,e r'•.• .�''i MY COMMISSION # e = EXPIRES' June June 27, 2020 Sign: ThN Notary �� Unden+riters S n/ �i� Seal: U Seal: s acknowledged before me this 20 by who is personally known to who did take an oath. JM1 PEPS MY COMMISSION # FF 966704 phru No : Juno Underwriters t3onded Thru Notary _ as sssss***ss:sss.****s:s***** s***s s:css ss:ss*s*sssss:s:ssssssssss*ss*s:sss:ss::sssssssss:sssss:s:*ssssssss l L� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Uwner — worKers, t.ompensation Insurance txemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. i Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of 20�. By d� who is personally known to me or has produced as identification. ,Tool PEPE Notary:MY COMMISSION # FF SUM EXPIRES: June 27,202D Bonded ThN Notary Pubft UWKwrh SEAL: ,c 2201 Griffin Rd, Fort Lauderdale, FL 33312 (844) 468-7244 i UsaHomelmprovement.com CGC 1526707 Master Home Improvement Agreement This MASTER HOME IMPROVEMENT AGREEMENT ("Agreement") is entered into by and between USA Home Improvement, LLC, a Florida limited liability company licensed by the State of Florida under General Contractor License No. CGC1526707 ("Contractor"), and the Customer set forth below, jointly and severally, as applicable, ("Owner"), and whose principal address and contact information is set forth below. SeA Customer: A, (-VO M twA kik(h2)p_ Date ("Effective Date"): Subject Property Address: /Up Ci? _ -t 3 Billing Address (if different from above): Cell:�� - Email: j`�l - USA Rep: Slit AJ\ Job Number: I1__( � 0li (0 The Owner and Contractor (from time to time each referred to individually as a "Party" and together as the "Parties") agree to be bound as set forth in the following: 1. The Remodeling Project and Extent of Agreement 1.1. Contractor agrees to furnish all labor, materials and services necessary for the onstruction of certain improvements to Owner's real property located at the Subject Property listed above located in 01 BrowardxDade or Ej Palm Beach County, Florida (the "Subject Property"), as more particularly set forth on the Specifications set forth on Schedule A (the "Project"). 1.2. Contractor shall perform the services required pertaining to the Project and with respect to such services, shall be responsible to Owner. Contractor agrees to furnish or caused to be furnished through" uppliers and subcontractors, general construction management, supervision, labor and materials necessary to complete the Project. 1.3. If Owner refuses to accept a vendor or subcontractor recommended by Contractor, Contractor shall recommend an acceptable substitute and the Total Project Price, if applicable, shall be increased -or decreased by the difference in cost occasioned by such substitution and an appropriate amendment to this Agreement in the form of a change order ("Change Order") shall be issued. All Change Orders must be in writing and signed by all Parties. The Owners agree that changes resulting in the furnishing of additional labor or materials will be paid for prior to the commencement of the extra work. If more than one Owner, each Owner agrees that either of them may sign a Change Order, and that signature will be binding on both. 1.4. This Agreement shall be deemed to incorporate by reference all Exhibits and Schedules, all of which shall constitute one Agreement entered into by the Contractor and the Owner, as may be amended only by the mutual written consent of the Parties from time to time. This Agreement embodies the entire agreement and understanding between Contractor and the Owner with respect to the subject matter hereof and supersedes all prior agreements and understandings relating to the Project and the subject matter hereof. Nothing contained in this Agreement, expressed or implied, is intended to confer upon any individual or entity other than the Parties hereto any rights, remedies, obligations or liabilities hereunder. 1.5. No oral or written representations have been made other than as expressly set forth in this Agreement, or in addition to those stated, in this Agreement, and Owner is not relying on any oral statements made by Contractor, or any of Contractor's representatives or affiliates, in entering into this Agreement. Additional ibits and Schedules: / Schedule A - Project Specifications Exhibit A - Additional Terms for Window and Door Replacements D Exhibit B - Additional Terms for Roof Replacement 0 Exhibit C - Additional Terms for Solar Panel Installation/Replacement 2. Payment Terms and Method of Payment 2.1. In consideration of the performance for the services related to the Project, Owner agrees to pay Contractor an amount in cash equal to:` D Cash ,I'Check 0 Credit Card Contract Price: $ �� �;.(� (the "Total Project Price") '0-3- rd Party Financing" 0 PACE Financing'" Initial/s: -1- Version 2.0 2201 Griffin Rd, Fort Lauderdale, FL 33312 sir � (844) 468-7244 1 UsaHomelmprovement.com CGC 1526707 2.2. The Total Project Price will be paid to Contractor as follows: a. a non-refundable initial deposit of 50% of the Total Project Price will be due (3) days after the Effective Date; b. an additional payment of 40% of the Total Project Price will be due upon delivery to the Subject Property of the materials for the Project as specified on Schedule A; and c. a final payment of 10% of the Total Project Price will be due upon substantial completion of the Project. At the request of the Owner the Contractor may introduce the Owner to one or more third -party lenders who may provide financing for the Project. Any agreement entered into between the Owner and such third -party lender, and any negotiations related to such agreement, are solely between the Owner and such third -party lender. Contractor has no interest in any such third -party lender and this Agreement is not contingent upon the approval of any such financing. "* Certain Projects may be eligible for financing through the PACE program, a financing option for energy efficiency and conservation projects that are paid through a property tax assessment on the Subject Property. Financing is provided directly through one or more approved PACE lenders. Certain origination, lien recording and administrative fees due to the Pace lender may apply. Contractor will be paid directly from the PACE lender following inspection and after Project completion. For more information concerning PACE financing please go to https://www.floridapace.gov 2.3. In the event any amounts due to the Contractor remain unpaid for more than ten (10) days after the due date thereof, then, and in such event, such amounts shall bear interest thereafter at the rate of 1.5% per month (18% per annum) until payment in full has been made. 2.4. OWNERS 3 DAY RIGHT TO CANCEL: If this Agreement is the result of a "home solicitation sale" as used in Florida's "Home Solicitation Sales Act," (Sections 501.021-501.055, Florida Statutes) you have the right to cancel this Agreement if you do not want the Contactor to provide the goods or services related to the Project. Please consult your attorney to determine whether this Agreement is the result of a "home solicitation sale". If this Agreement is the result of a "home solicitation sale" you may cancel this agreement by providing written notice to the Contractor in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this Agreement (the Effective Date). If you cancel this Agreement, the Contractor may not keep all or part of any cash down payment. 2.5. Pursuant to Section 489.126, Florida Statutes where the initial deposit exceeds 10% of the Total Project Price, Contractor shall apply for all required permits within 30 days after the date payment is made, and start the work within 90 days after the date all necessary permits for work, if any, are issued. 2.6. The Project shall be deemed "substantially complete" when all items specified on Schedule A have been constructed or installed. "Punch List" items requiring adjustment repair or cleaning of any, constructed or installed item(s) shall not be cause for delay of final payment, but rather shall be considered warranty items. Within five (5) days of notification by Contractor that all work is substantially complete, Owner shall conduct a final inspection of the improvements and prepare a punch list, which, if reasonable and agreeable, shall be signed and dated by both Parties. Contractor shall be responsible for completion of all reasonable items on the approved punch list. Contractor shall be entitled to receive all remaining amounts due under this Contract at the time the punch list is presented and signed by the Parties. 3. Anticipated Commencement and Time of Completion 3.1. Contractor shall commence work within thirty (30) days of the issuance of all required building permits, if any, and verification from Owner in writing that all funds necessary for payment of the Total Project Price are available (where PACE Financing or other third -party financing is intended to pay all or a portion of the Total Project Price), whichever shall last occur. Contractor shall diligently pursue and substantially complete all work to be performed under this Agreement within a reasonable period of time, taking into consideration delays that are beyond the control of the Contractor, including, but not limited to, weather conditions, delays in selection or delivery of materials, Change Orders requested by Owner and delays in obtaining all necessary licenses or permits or the certificate of occupancy, if applicable. Contractor shall not be liable to Owner for any losses, costs or damages resulting from or arising out of a delay or inability to perform this Agreement as described herein or caused by any event beyond the reasonable control of the Contractor. 4. Changes in the Project 4.1. In addition to any Change Orders necessitated by Owner as contemplated in Section 1.3 above, should concealed conditions, meaning conditions beyond those stated in this Agreement or conditions not reasonably anticipated by the Contractor, be encountered in the performance of the Project, the Total Project Price and the anticipated Project completion date shall be equitably adjusted by a Change Order on a claim by Contractor made within ten (10) notice to Owner after the first observance of the conditions giving rise to the proposed Change Order. Initial/s: E ._.v ^_,_;� `` - 2 - Version 2.0 � l3 2201 Griffin Rd, Fort Lauderdale, FL 33312 usail�(844) 468-7244 1 UsaHomelmprovement.com 4.2. No changes from the original Specifications for the Project set forth on Schedule A shall be made unless the Parties hereto shall agree in writing as to the nature and the extent of such changes, with payment to be made prior to the start of said changes and the Parties enter into an addendum to this Agreement reflecting the Change Order. It is acknowledged by the Parties that Change Orders will add additional construction time to the Project, and may affect the Total Project Price. 4.3. Contractor shall not be obligated to perform any work to correct damage caused by termites or other insects, moisture, mold, dry rot or decay and any work to be performed to correct such damage shall be covered by a Change Order. If any pretreatment for termites or other insects is required, it will be at Owner's expense. 4.4. Any changes, alterations, or additions from Specifications which may be required by any governmental authority, utility, or inspector shall constitute a Change Order and shall be paid for by Owner. 5. Insurance 5.1. Contractor shall carry and maintain at its cost during the performance of the work related to the Project insurance that will protect it from claims under worker's compensation acts, claims for damages because of bodily injury, including personal injury, sickness or disease, or death of any of its employees or of any person other than its employees, and from claims for damage because of injury to or destruction of tangible property at the Subject Property. Worker's Compensation Insurance shall be carried in accordance with requirements of the laws of the State of Florida and the requirements of any other jurisdictions to which other employees may be subject. 5.2. Owner and Contractor waive all rights against each other, subcontractors, and their subcontractors for damages caused by perils covered by insurance, except such rights as they may have to the proceeds of such insurance held by Owner and Contractor, as applicable. 5.3. Owner and Contractor waive all rights against each other and any subcontractors and their subcontractors for loss or damage to any equipment used in connection with the Project and covered by any property insurance. 5.4. Owner waives subrogation against Contractor, subcontractors, and their subcontractors on all property and consequential loss policies carried by Owner under property and consequential loss policies purchased for the Project after its completion. 5.5. If the policies of insurance referred to in this Section 5 require an endorsement to provide for continued coverage where there is a waiver of subrogation, the owners of such policies will cause them to be so endorsed. 6. Indemnification 6.1. Owner waives any rights or claims Owner may have against Contractor for any personal injuries and/or property damages incurred by anyone other than Owner on the Subject Property during the Project, and shall indemnify, defend and hold Contractor harmless from any claims asserted for such alleged injuries and/or damage. 6.2. Owner shall hold Contractor harmless and shall defend and indemnify Contractor for any claims, actions, suits, awards, damages, or other liability, including, without limitation, attorney's fees, professional witness fees, court costs, and other charges, arising out of or related to (i) Owner's breach of any term, condition, or representation in this Agreement; or (ii) arising out of or related to any claims, actions, awards, liabilities, or damages for any injury to person or personal property arising out of Owner's use of the Subject Property, except to the extent attributable to the negligence or willful misconduct of Contractor. For purposes of any indemnification provisions in this Agreement, the term "Contractor" shall include its respective officers, directors, employees, agents, sureties, subcontractors, suppliers and servants. 6.3. Contractor shall indemnify, defend and hold harmless Owner from and against any and all claims, including but not limited to claims for bodily injury or death, and any other demands, damages, losses, lawsuits, other proceedings, causes of action, liabilities, arising out of or in any way connected with grossly negligent act or omission or error of Contractor in connection with the performance or conduct of any services provided under this Agreement. 7. Warranty 7.1. Contractor represents and warrants to Owner that all materials and equipment provided to Owner connection with the Project will be new, unless otherwise specified. 7.2. Contractor warrants the labor and materials supplied by Contractor and used in completing the Project will be free of defects for a period of one (1) year from the Project completion date. The responsibility and liability of the Contractor must be limited to things that can be controlled and reasonably foreseen. Notwithstanding the foregoing, with resect to all materials set forth on Schedule A that carry a manufacturer's warranty, the terms and conditions of such warranty shall govern and Owner shall look exclusively to the manufacturer for any loss, claim, or damage suffered by Owner related to any such material. Initial/s:�` �"� ��� - 3- Version 2.0 � Q 2201 Griffin Rd, Fort Lauderdale, FL 33312 usa(844) 468-7244 i UsaHomelmprovement.com cr;c Ir.2A7m 7.3. ALL MATERIAL IS GUARANTEED TO BE AS SPECIFIED, AND THE WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE PROJECT AND COMPLETED IN A SUBSTANTIALLY WORKMANLIKE MANNER. CONTRACTOR AGREES TO PROMPTLY MAKE GOOD, WITHOUT COST TO OWNER, ANY AND ALL DEFECTS DUE TO FAULTY WORKMANSHIP WHICH MAY APPEAR WITHIN ONE (1) YEAR FROM THE DATE OF COMPLETION AND ACCEPTANCE OF THE WORK BY OWNER, PROVIDED THAT THE OWNER IS NOT IN BREACH OF THIS CONTRACT, INCLUDING HAVING PAID IN FULL PER THE CONTRACT TERMS ANY MONIES DUE. THIS LIMITED WARRANTY IS THE ONLY EXPRESS WARRANTY PROVIDED BY BUILDER. ANY IMPLIED WARRANTY OF HABITABILITY EXTENDS ONLY TO THE CONDITIONS OF THE PROJECT AT THE TIME OF COMPLETION AND DOES NOT EXTEND TO ANY CONDITIONS NOT KNOWN OR UNDER THE CONTROL OF THE CONTRACTOR AT THE TIME OF COMMENCEMENT OF THE PROJECT OR TO ANY DEFECT CAUSED BY CONDITIONS OCCURING SUBSEQUENT TO THE COMPLETION OF THE PROJECT. ANY IMPLIED WARRANTIES INCLUDING (BUT NOT LIMITED TO) WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, HABITABILITY, AND GOOD WORKMANSHIP ARE DISCLAIMED AND LIMITED TO PROVISIONS OF THIS SECTION. 7.4. Notwithstanding anything to the contrary contained in this Section 7, the warranty provisions contained in Exhibit B shall govern Projects related to replacement roofs. 8. Termination 8.1. Once Owner's right to cancel (as described in Section 2.4 above, if applicable) expires, and should this Agreement then be terminated by the Owner for any reason other than for cause, Owner shall be responsible to Contractor for the Full Purchase Price less the reasonable value of labor and materials not yet delivered or installed and which Contractor may return without penalty as of date of cancellation, plus reasonable attorney fees and reasonable costs of collection. For purposes of this Section 8.1, "cause" shall mean material uncured breach of this Agreement by Contractor which remains uncured after seven (7) days prior written notice to Contractor of the nature of such breach. Owner acknowledges that all building materials that are special orders, custom orders, or orders for non-standard products or materials, as well as products or materials not customarily in stock are non -cancelable and non-refundable and accordingly no credit will be given to Owner for such products or materials. 8.2. Contractor shall have the right to terminate this Agreement in the event of a material breach of this Agreement by Owner that remains uncured for ten (10) days following written notice of such breach by Contractor. In the event termination by Contractor, Owner shall be liable to Contractor for the Total Purchase Price less any amounts paid to Contractor prior to the date of termination. Acceptance THE UNDERSIGNED AGREE TO ABIDE BY THE TERMS OF THIS AGREEMENT. BY SIGNING BELOW, THE OWNER ACKNOWLEDGES RECEIPT OF A COMPLETE COPY OF THIS AGREEMENT, INCLUDING THE ADDITIONAL TERMS AND CONDITONS ON THE REVERSE SIDES, ALL SCHEDULES AND EXHIBITS. OWNER ACKNOWLEDGES THAT OWNER IS ENTITLED TO RECEIVE A FULLY EXECUTED COPY OF THIS AGREEMENT BEFORE THE COMMENCEMENT OF ANY WORK ON THE PROJECT BY CONTRACTOR. Customer 1: Customer 2: Date: o,^ Name:3=4 C.i ��� �t� Name: `��'1 tf"C,PI��'�P_ Signature: 9 ��•_ __/ Signature: THIS AGREEMENT IS BINDING AND ENFORCEABLE ON CONTRACTOR, UNLESS CONTRACTOR'S HOME OFFICE REJECTS THIS AGREEMENT IN WRITING WITHIN 5 DAYS OF THE "EFFECTIVE DATE." USA Representative: SEE AD ITIONAL TERMS AND CONDITONS ON THE REVERSE SIDES OF PAGE 1 AND 2. Initial/s: [ - 4 - Version 2.0 C00 L� '1410PU h 0U sn I Date:lO�® J State of rl, County of 4� 2201 Griffin Rd, Fort Lauderdale, FL 33312 (844) 468-7244 1 UsaHomelmprovement.com CGC 1526707 Before me this day personally appeared 4�jr' who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: on actor Signature Sworn to (of irmed) and subscribed 20 , by D before me this day ofD J Personally known f OR Produced Identification Type of Identification Produced Print, Type or Stamp of Notary JODI PEPE WCOMMISSION#FF904 June 27,2020 Tlu Nory Pubnen Print, Type or Stamp of Notary n Q usan� USA HOME IMPROVEMENT 2201 GRIFFIN RD FT. LAUDERDALE, FL 33312 QUALIFIER: JOSEF AMIR LICENSE #: CGC1526707 G G� 9 Zp19 O #7 DOOR 112 x 82 tn 1;5I #10 HR XO #9 HR XO #8 HR XO 72 x 39 37 x 27 37 x 27 LIVING ROOM #11 HR XO 72x39 #12 HR XO 72 x 39 S 0 Zia BED iV larnl Shoes villacle'��� APPROVEO BY DATE ZONING DEPT BLDG DEPT SUBJECT .O Cc NIP11FMCE WI rH ALL. FEDERAL STATE AN.j l;f l-jN i Y r UL -:S AMD €?EC iLATIONS BATH I BATH #5 HR XO 74x39 #6 HR XO #4 HR XO 37 x 39 BED BATH 37 x zs FRONT DOOR AND EGRESS #3 HR XO KITCHEN 111 37 x 39 BED BED7LAJ #1 FIX #2 DOOR 40 x 83 GARAGE 35 x 83 #15 DOOR 128x83qs •• ••• • • • • . . ....... . XO #14 HR XO • • • • • • • • • X; 9 72x39 •• ••• •• • • • •• .. ... .. . . ... .. . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . MRH: 14' JOB NAME: JOB ADDRESS: MARK & ROSALEEN HOERBER 990 NE 92nd ST. MIAMI, FL 33138 • • • • • • • • • • • AlL BEDROOM WINDOWS MEET THE REQUIREMENTS FOR MEANS OF EGRESS IN ACCORDANCE TO CURRENT FBC • • • • • • • • • • • • • • • • • • .• •• • . • .• •• ... . . . ... . . ASCE 7-10 Design Wind Loads s Eay SeOis For Wall Components S Cladding Wind Pressures [psf] for use with Allowable Stress Design Wind speed v = 175 mph Exposure'C' ASD Load Combination Coefficient: 0.6 Ku = 1.0 Kd = 1.00 Enclosed Bldg GCpi = 0.18 •Mean Triburary area at least... 10sgft Triburary area at least... 15sgft Triburary area at least 20sgft Triburary area at least 25sgft Triburary area at least 30sgft Triburary area at least 35sgft Triburary area at least 40sgft Triburary area at least 50sgft Roof Height u to: Zone 4 Interior + Zone 5 Corner Zone 4 interior + Zone 5 Corner + Zone 4 Interior + - Zone 5 Corner - Zone 4 Interior + - Zone 5 Corner - Zone 4 Interior + - Zone 5 Corner + - Zone 4 Interior + - Zone 5 Corner + - Zone 4 Interior + - Zone 5 Corner + - Zone 4 Interior + - Zone 5 Corner + 15 ft +47.1 -51.1 +47.11-63.1 +45.9) 49.9 +45.91-60.6 +45.0!-49.0 (+45.0 -58.8) +44.31-48.3 +44.31-57.5 +43.8 47.7 +43.8 -56.4 +43.3 47.3 +43.31-55.4 +42.9,-46.9 +42.91-54.6 +42.2'-46.2 +42.21-53.2 16 ft +47.81-51.8 +47.81-64.0 +46.51-50.6 +46.51-61.4 +45.6 49.7 +45.61-59.7 +44.91-49.0 +44.91-58.3 +44.41-48.4 +44.41-57.1 +43.9 -47.9 +43.91-56.2 +43.51-47.5 +43.51-55.3 +42.8 46.8 +42.81-54.0 17ft +48.41-52.5 +48.41-64.8 +47.11-51.2 +47.11-62.2 +46.2'-50.3 +46.21-60.4 +45.51-49.6 +45.51-59.0 +44.91-49.0 +44.91-57.9 +44.41-48.5 +44.41-56.9 +44.0!48.1 +44.0-56.1 +43.31-47.4 +43.31-54.7 18 ft +49.01-53.1 +49.01-65.6 +47.7;-51.8 +47.71-63.0 +46.81-50.9 +46.81-61.1 +46.01-50.2 +46.01-59.7 +45.51-49.6 +45.51-58.6 +45.01-49.1 +45.01-57.6 +44.61-48.7 +44.6 -56.7 +43.81-48.0 +43.81-55.3 20ft +50.11-54.3 +50.11-67.0 +48.71-53.0 +48.71-64.4 +47.8'-52.0 +47.81-62.5 +47.1!-51.3 +47.11-61.1 +46.51-50.7 +46.51-59.9 +46.01-50.2 +46.01-58.9 +45.649.8 +45.61-58.0 +44.81-49.1 +44.8-56.6 22 ft +51.11-55.4 +51.11-68.4 +49.71-54.1 +49.71-65.7 +48.8;-53.1 +48.81-63.8 +48.01-52.4 +48.01-62.3 +47.4 -51.8 +47.41-61.1 +46.91-51.2 +46.91-60.1 +46.5 -50.8 +46.51-59.2 +45.71-50.1 +45.71-S7.7 24ft +52.01-56.4 +52.01-69.7 +50.6!-55.1 +50.6:-66.9 +49.7,-54.1 +49.71-65.0 +48.91-53.3 +48.91-63.5 +48.31-52.7 +48.31-62.2 +47.81-52.2 +47.81-61.2 +47.31-51.7 +47.31-60.3 +46.61-51.0 +46.6,-58.8 25ft +52.51-56.9 +52.51-70.3 +51.11-55.5 +51.11-67.5 +50.1'-54.6 +50.1j-65.5 +49.31-53.8 +49.31-64.0 +48.71-53.2 +48.71-62.8 +48.21-52.6 1 +48.21-61.7 +47.71-52.2 +47.71-60.8 +47.01-51.4 +47.0!-59.3 26ft +52.9;-S7.4 +52.91-70.8 +51.51-56.0 +51.5'-68.0 +50.5 -55.0 +50.51-66.1 +49.81-54.2 +49.81-64.5 +49.11-53.6 +49.11-63.3 +48.61-53.1 +48.61-62.2 +48.11-52.6 +48.11-61.3 +47.41-51.9 +47.4 -59.8 28 ft +53.71-58.3 +53.71-72.0 +52.31-56.9 +52.31-69.1 +51.3,-55.9 +51.31-67.1 +50.51-55.1 +50.51-65.6 +49.91-54.5 +49.91-64.3 +49.41-53.9 +49.41-63.2 +48.91-53.4 +48.91-62.3 +48.1 -52.7 1 +48.11-60.7 30 ft +54.51-59.1 +54.51-73.0 +53.11-57.7 +53.11-70.1 +52.1.-56.7 +52.1,-68.1 +51.31-55.9 +51.31-66.5 +50.61-55.2 +50.61-65.2 +50.11-54.7 +50.1 -64.1 +49.6 -54.2 +49.6-63.2 +48.81-53.4 +48.81-61.6 32 ft +55.31-60.0 +55.3 -74.0 +53.81-58.5 +53.81-71.1 +52.81-57.5 +52.81-69.0 +52.01-56.7 +52.01-67.4 +51.31-56.0 +51.3 -66.1 +50.81-55.5 +50.81-65.0 +50.31-55.0 +50.31-64.0 +49.51-54.2 +49.51-62.4 34 ft +56.01-60.7 +56.0;-75.0 +54.51-59.2 +54.51-72.0 +53.51-58.2 +53.51-69.9 +52.61-57.4 +52.61-68.3 +52.01-56.7 +52.01-67.0 +51.41-56.2 +51.41-65.8 +50.91-55.7 +50.91-64.9 +50.11-54.9 +50.11-63.2 35 ft +56.31-61.1 +56.31-75.4 +54.81-59.6 +54.81-72.4 +53.81-58.6 +53.8 -70.3 +53.01-57.7 +53.01-68.7 +52.31-57.1 +S2.31-67.4 +51.71-56.5 +51.7 -66.2 +51.21-56.0 +51.21-65.3 +50.4 -55.2 +50.41-63.6 36 ft +56.7;-61.5 +56.7.-75.9 +55.21-60.0 +55.2 72.9 +54.1,-58.9 +54.1 -70.8 +53.31-58.1 +53.31-69.1 +52.61-57.4 +52.61-67.8 +52.01-56.8 +52.0 -66.6 +51.61-56.4 +51.61-65.7 +50.7 -55.5 +50.71-64.0 38 ft +57.3'-62.2 +57.31-76.7 +55.81-60.7 +55.8!,-73.7 +54.71-59.6 +54.7 -71.6 +53.91-58.7 +53.91-69.9 +53.21-58.1 +53.21-68.5 +52.61-57.5 +52.61-67.4 +52.11-57.0 +52.11-66.4 +51.31-56.2 +51.3 -64.7 40 ft +57.91-62.8 +57.9!-77.6 +56.4 -61.3 +56.41,-74.5 +55.31-60.2 +55.3 -72.3 +54.5 -59.4 +54.51-70.7 +53.8;-58.7 +53.81-69.3 +53.2 -58.1 +53.21-68.1 +52.71-57.6 +52.71-67.1 +51.9 -56.8 +51.91-65.4 • 42 ft +58.5 -63.5 +58.5j-78.4 +57.01-61.9 +57.0'-75.3 +55.91-60.8 +55.91-73.1 +55.01-60.0 +55.0'-71.4 +54.3 -59.3 +54.3'-70.0 +53.8 i-58.7 +53.81-68.8 +53.31-58.2 +53.3'-67.8 +52.41-57.4 +52.41-66.1 44 ft +59.1'l-64.1 +59.11-79.1 +57.51-62.6 +57.5 -76.0 +56.41-61.4 +56.41-73.8 +55.6 -60.6 +55.61,-72.1 +54.9,-59.9 +54.9,-70.7 +54.31-59.3 +54.31-69.5 +53.81-58.8 +53.81-68.5 +52.9 -57.9 +52.91-66.8 45 ft +59.41-64.4 +59.41-79.5 +57.81-62.8 +57.8 -76.4 +56.71-61.7 +56.71-74.2 +55.8;-60.9 +55.81-72.4 +55.1'1-60.2 +55.1'-71.0 +54.5 -59.6 +54.51-69.8 +54.01-59.1 +54.01-68.8 +53.21-58.2 +53.21-67.1 46 ft +59.71-64.7 +59.7 -79.9 +58.11-63.1 +58.1 -76.7 +57.01-62.0 +57.01-74.5 +56.1 -61.2 +56.11-72.8 +55.4!-60.5 +55.41-71.4 +54.8-1-59-9 +54.81-70.2 +54.31-59.3 +54.31-69.1 +53.41-58.5 +53.41-67.4 48 ft +60.21-65.3 +60.2',-80.6 +58.61-63.7 +58.6 -77.4 +57.51-62.6 +57.51-75.2 +56.6 -61.7 +56.6'-73.4 +55.9,-61.0 +55.9 -72.0 +55.3 -60.4 +55.3 -70.8 +54.81-59.9 +54.81-69.7 +53.91-59.0 +53.91-68.0 SO ft +60.71-65.9 +60.7;-81.3 +59.11-64.3 +59.1;-78.1 +58.01-63.1 +58.01-75.8 +57.11-62.2 +57.1-74.1 +56.41-61.5 +56.41-72.6 +55.81-60.9 +55.81-71.4 +55.21-60.4 +55.21-70.4 +54.41-59.5 +54.4,-68.6 52 ft +61.21-66.4 +61.2'-82.0 +59.61-64.8 +59.6 -78.7 +58.51-63.6 +58.51-76.5 +57.6,-62.8 +57.61-74.7 +56.81-62.0 +56.81-73.2 +56.21-61.4 +56.21-72.0 +55.71-60.9 +55.71-70.9 +54.81-60.0 +54.8 -69.2 54ft +61.71-66.9 +61.7 -82.6 +60.11-65.3 +60.11-79.4 +58.91-64.2 +58.91-77.1 +58.01-63.3 +58.01-75.3 +57.31-62.5 +57.31-73.8 +56.71y(j.9• t56J-Z2.6 +SC�l X1.4 0+56.11-71.5 +55.21-60.5 +55.2,-69.7 55 ft +61.9!-67.2 +61.91-82.9 +60.31-65.6 +60.31-79.7 +59.2 -64.4 +59.21-77.4 +58.31-63.5 +58.31-75.6 +57.51-62.8 +57.51-74.1 +56.91-62.1 •56.9!!2.9• •r5rs41�1.9 +56.41-71.8 +55.5 -60.7 +55.51-70.0 56 ft +62.21-67.4 +62.21-83.3 +60.51-65.8 +60.5;-80.0 +59.41-64.6 +59.41-77.7 +58.5 -63.7 +58.51-75.8 +57.71-63.0 +57.71-74.4 +57.11 j61.4 • 157 l.:!.1• •+50.61:1.% •+56.61-72.1 +55.7 -60.9 +55.71-70.2 58 ft +62.6!-67.9 +62.6 -83.9 +61.0;-66.3 +61.01-80.6 +59.81-65.1 +59.81-78.2 +58.91-64.2 +58.91-76.4 +58.21-63.5 +58.2 -74.9 +57.5 -62.8 +57.5;-73.7 +57.0!-62.3 +57.0 -72.6 +56.11-61.4 +56.11-70.8 60 ft +63.11-68.4 +63.1;-84.5 +61.4-66.8 +61.41-81.1 +60.21-65.6 +60.21-78.8 +59.3!-64.7 +59.31-77.0 +58.61-63.9 +58.6 -75.5 +58.01-63. +58.0'-74.2 +57.41,-6 7 + j.4-73.1 +56.5'-61.8 +56.5'-71.3 LI) • Design conforms to the Florida Building Code 6th Ed (2017). LV • Tabulated design wind loads are based on ASCE 7-10 specifications for 0 components and cladding based on design criteria as noted herein. • Where this document is used for permit, applicability of design criteria J noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc.) `f shall be verified by the contractor & building official prior to construction. C • This specification may be used in conjunction with engineering under LL1 separate certification (by this engineer or by others) using Allowable Stress WDesign (ASD). V • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, #200, Boca Raton, FL 33432 • Wind Speed noted above is ultimate design wind speed (3 -second gust). • Plus (+) & minus (-) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (average) Roof Height" cannot be determined, peak roof height shall be used, except that eave height shall be used for roof angle less than or equal to 10•. Roundup to values shown • Wind pressures are applicable to all building floors. • Tabulated wind pressures are valid for all roof slopes; no reduction for roof slope 5 10° has been considered. • Tributary Area noted in table (effective wind area) is equal to the minimum of [height x width] or (ht x ht / 31. Round down to values shown. • Zones 4 & 5 ("interior" and "corner" t�r1�s& resp k tively`1 ar a� srov: to: the right, where the dimension "a" is the* miymurrop�10% of a 4pildjpg's• least horizontal dimension or 40% of the r•ean roo•height, but ftver lest than T-0" or 4% of the least horizontal dimension. - This specification is valid only for use with structures NOT located in the upper one-half of an isolated hill, ridge or escarpment. • This specification is valid for use with builArJs of a:y Risk C:tegpry,: including essential facilities and buildings or other str•ctures that • • • represent a substantial hazard to human life i^he eAEnt Of fallureo • • Design is based on structure classificationas:&clo&:BldJ : • • • Copyright 02019 Easy Seals rev 0819 • • i Zone i 5 4 5 • tFive Heght • • • Ht • L MW �Vf •�• iAHel WA , Fr "V oN Valid only wit en ineer's signature 8, ise seal rAuS22 2 Christian Langle E FLPE #67382 U#31124 Doc No. AlOL5.175C t�(WQJIL QHS 11. til p1�yiIO��QB�� CIG'10 •N�Q ZZ _(Z •(� \1 AM 1 33 `3S ij '' TRV I .. —: A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner Zone - 10% of least horizontal dimension or 40% of the mean roof height, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. OPENING LOCATION NUMBER (Location) Corner Zone or Interior IS THIS A WINDOW OR DOOR GLAZING TYPE PRODUCT NUMBER NUMBER PRODUCT APPROVAL APPROVED PRESSURE RATING REQUIRED OPENING DESIGN PRESSURE MAXIMU M TESTED SIZE ROUGH OPENING DIMENSIONS MULTIPLE WINDOW ARE SHUTTERS REQ Y/N (+) PSF (-} PSF + () PSF - ( ) PSF LIO MULLION REQ LIONA 1 EiL 80 ti8xcio HD Y, 63 2 CoQ 3SX 13J I41ww (0S (0?) - Nix("2 3�x3CI LA ► (pS (off L1:r . l 103.1 A2 x (o2 3� X 210 rNt rl toy (vs LAS Su • 3 ? to?- --kL1 x 3ci (0 t101Z US L-� . r (03.1 Aix b2 - I)OoZ \-N k22to- k q D CID LAS IS8.8 IltAtDY44112 x 32 o t -ozz�. 03 usS (pS �-1� • 1 to3. 1 2x (P 2- 3�r x 2 Q US f03. 1 2x(p2 10 S (oS LA S S-�3.8 -1�2x cot �\2 X 3CI 1 r (01; yS 58.8 2x6 -Z -Al X 3CI Q bS (oS ►•-yam S6.8 2x (o2 -�2X SCI toS (oS L1S Sia• 5 2ax 02 :ny 361 tc-4to S s(3.8 -k2 x b2 2 ��CI tS DDDQ \--k-m2c".1t 0 CID LAS ttitoxq ass . ..... . .. . . ......... . .. ... .. . .... .. .. .. . . .. .. .. .. . .. . ........ .. .... .. .. .. . . . . .. . ...... . . ..... . .. . . ...... . .... .... . . .... . HAFORMS, NOTICES, PROCEDURES\STRUCTURAL\Window-Door Opening Info Form.xls �1X MIAMI - I MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPART LATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARS AND CODE ADM TRATION DIVISION T(786)315-2590 F(786)315-2599 TICE OF ACCENANCE OA www.miamidade.gov/economy IS Windows, LLC 3550 NW 49`h Street Miami, FL 33142 0000.. .00000 SCOPE: ' •.' i .... • his NOA is b ' g issued under the applicable rules and regulations governing the use•ote0nstructtM Inateriat? entation submitted has been reviewed and accepted by Miami -Dade Codfit'y'RER-Product Contra...: Section to be used in Miami -Dade County and other areas where allowed by the AUI MAl i Havixj0furi-sdictA (�J) ... ... 0000. This NOA shall not be valid after the expiration date stated below. The Miami -Dade. tY PCorm 00'Contro10.0. ... ►• �i�t Section (In Miami -Dade County) and/ or the AITT-(in areas other than Miami -Da e Com) reserve the right to . have this product or material tested for qualify assurance purposes 'Ifsproduct or m ria'1 fails to erform in tl� • • • • 0000. accepted manner, the ma c uer will incur the expense of such testing a�'t3n A1! AHJ- gimme lately revok:„...; modify, or suspen use of such product or material within their jurisdiction. RER resery the Qgllr tq revok'e this acceptan , if it is determined by Miami -Dade County Product Control Section that this oduc�"t'dr material fails to the requirements of the applicable building code. This oduct is approved as described herein, and has been designed to comply with the Florida Building Code, in ding the High Velocity Hurricane Zone. CRIPTION: Series "EL -150" Aluminum Single Fixed Windows - L.M.I. APPROVAL DOCUMENT: Drawing No. W16-70 Rev B, titled "ES-EL150 Fixed Aluminu Wdw. (L.M.I)", sheets 1 through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, prepared by Al7�11 ooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Controlision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product C Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. Limitations: 1. See design Pressure VS window sizes and glass types in charts in sheet 3. See ing types in sheet 2. See sheet 5 for optional mulled side by side installation (Approved impa mullion, under separate approval), hen the windows are mulled, lower Design Pressure may control entire assembly. AHJ to review such ins I tion for tributary end Ioad and required anchors. LABELING: shall bear a permanent 1 t e 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 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 and E-2, as well as approval' document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 17-1218.12 MIAMI•DADE COUNaM Expiration Date: May 18, 2022 .:, (,ApprovalDate: February 08, 2018 4(, Page ' ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections.• 0000.. 000000 2. Drawing No. W16-70, titled "ES-EL150 Fixed Aluminum„gbeets 1 .' through 9 of 9, dated 11/13/16, with revision A dated 05/12/17Prioparedb6yoAl— ••••�• Farooq Corporation, signed and sealed by Javad Ahmad, P.E� ! • • • • • .9.• 99.9 B. TESTS • 0000 0000 0000. 000 .. •0000 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 2024t.0 .. .. 0090 0909.. 2) Uniform Static Air Pressure Test, LoadingpV:�.BC, TAS•202-94 0909V 2) 3) Water Resistance Test, per FBC, TAS 2094' : 9 0000:. 0000.0 along with marked -up drawings and installation diagram of;tlup?iium fixed windo%,...: prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-164104, dated • 0 11/14/2016, and revised on 05/10/2017, both signed and sealed by Constanti000n Bortes, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked --up drawings and installation diagram of aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-012, dated 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 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayer” dated 011/19/17, 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 with PET Core" dated 06/19/14, expiring on 11/11/18. 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 Date: 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. 16; *Go:* ...... G. OTHERS• 1. Distributor Agreement, dated 02/21/17, signed by Carlos G-a"a (Cl Energia Soja���, SA) and by Evelyn Daes (ES Windows). 090000 • • • • • 2. Statement letter of no financial interest, dated 11/22/2016, rr�tared by*Mackwaler • • • Testing, Inc., signed by Dennis Duffy. 0 • • •.00. 00*00 • • • 3. Test proposal # 16-1476, approved by RER, dated 12/16/2016..... . . . . ...... 2. New Evidence submitted. 0 46• A. DRAWINGS • 1. Drawing No. W16-70 Rev B, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.I)", sheets 1 through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes of FBC 17 (6th Edition) code 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. lshA I. Chanda, P. E. Product Control Examiner NOA No. 17-1218.12 Expiration Date: May 18, 2022 Approval Date: February 08, 2018 E-2 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED ES—EL150 FIXED ALUMINUM WINDOW 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-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. WINDOW WIDTH 44 7/8' D.L. OPG. 12- A MAX. 6' SILL HEA col 11 1 II II II II II II — II II II — II I1 u d u n u J= I D.L. OPG. II / II II II 11 II II A MAX. II II II II I II u II — {I II 11 u n n u u _ TYPICAL ELEVATION FLANGE FRAMES WINDOW WIDTH 44 7/8' D.L. OPG. 12' MAX. HEAD SILL TYPICAL ELEVATION FLANGE FRAMES WITH FLUSH ADAPTER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/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 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 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. m 3 � n � J w Q !Y W E X 0 I I In [-- �zz�TYPICAL ELEVATION w M FLANGE FRAMES WITH FIN ADAPTER DAYLITE OPENINGS: D.L.O. HEIGHT = WINDOW HEIGHT - 3.125" o D.L.O. WIDTH = WINDOW WIDTH - 3.125" mi THESE WINOWS •4R116 RAWEDp) •I�F•S OR �ARGLO & M, SHUTTER!_ ARE NOT TEtlb1lgo. • •• • • •• ••• * so es P><ODUCf REVISED u °—PI)4eL %i•lk rw rkw b trollf-Ir7- 00 E'a1°°'° 027A• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IMPACT ENSF'-.• WINDOW WIDTH � 44 7/8' 1 D.L. OPG. 12' 6' MAX. A MAX. HEAD/SILL HEAD CORNERS SILL (•IF drawing no. �O` h 11 II — II II G II 11 I 11 I. II i u u Z 1' 11 II II O Ory p I' II I II i I I' II I I u u u II II —T}-- 'I I' m 3 � n � J w Q !Y W E X 0 I I In [-- �zz�TYPICAL ELEVATION w M FLANGE FRAMES WITH FIN ADAPTER DAYLITE OPENINGS: D.L.O. HEIGHT = WINDOW HEIGHT - 3.125" o D.L.O. WIDTH = WINDOW WIDTH - 3.125" mi THESE WINOWS •4R116 RAWEDp) •I�F•S OR �ARGLO & M, SHUTTER!_ ARE NOT TEtlb1lgo. • •• • • •• ••• * so es P><ODUCf REVISED u °—PI)4eL %i•lk rw rkw b trollf-Ir7- 00 E'a1°°'° 027A• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IMPACT ENSF'-.• n � 1 (•IF drawing no. �O` W16-70 TEMP. GLASS �1/8- 5/16' AIR SPACE t r1/8' HEAT STREN'D. GLASS 1 090" Interlayer Trosifol I KuPVB raray America, Inc.' OR j.090` Interlayer SentryGlas i Kuraray Americo, Inc.' OR 090" Interlayer I 1 Saflex Clecr And Color Glass i By 'Eastman Chemical Co.' OR I .075' Interlayer Saflex CP With PET Core By 'Sostman Chemical Co.' I I t rGLASS1/4' HS. GLS II SILICONE DOW CORNING 795 C DOW CORNING 983 z Im DOW CORNING INSTANT GLAZE III E ;N g M2 O I t it W I M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Ai' 7/8' OVERALL INSUL. LAM. GLASS �-1/8' HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 090' Interlayer .090' Interlayer Trosifol PVB 11 Trosifol PVB '1 BOR 'Kuraray Americo, Inc.' By •Kuraray America, Inc.' OR Z n a 090' Interlayer .090' Inlerloyer �_ F rq — SantryGlos SenZI.,, Z By Kuraray America, Inc.' 1 By Kuraroy America, Inc.' ~ Sw 2 �n .0 ' OR .090' Interlayer .090' Interlayer Q O N Saflex Clear And Color Glass Soflez Clear And Color Glass t fV By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' d w OR �. 60',- of,. O � 075' Interlayer .075' Interlayer .1 G 6 Nn Saflex CP With PET Core Saflex CP With PET Core C Z y 'Eastman Chemical Co.' fly 'Eastman Chemical Co.' O m 1/4' HEAT STREN'D. GLASS I�' 1 3/16' HEAT STREN'D. GLASS O a RE M O z C ut SILICONE - SILICONE N DOW CORNING 795 Z My DOW CORNING 795 r Q w S w m I'� DOW CORNING 983 M2 II it DOW CORNING 983 LL Z all _ / I DOW CORNING INSTANT GLAZE III �� DOW CORNING INSTANT GLAZE III ; r O i ,. J zma 7-1 It it i Q wmf o � y�¢c+ AT 1/4 POINTS ON LRES WIDER THAN 36' ONLY GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS M3 AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY ASS TYPE 'B' OVERALL LAM. GLASS 5/32' TEMP. GLASS 5/16` AIR SPACE 5/32' HEAT STREN-D. GLASS 090` Interloyer I Trosifol PVB BR 11—ray America, Inc.' .0en90Ku` Inrarterlayer 1 St yGlos ay America, Inc.' OR I .090' Interlayer flex Clor And Color Glass By 'Eastman Chemical Co.' OR .075' Interlayer Saflex CP With PET Core 1' By 'Eastman Chemical Co.' 1 1F 5/32* HEAT STREN'D. GLASS F i 1 DOW CORNI4G 795 r DOW CORNING 983 i '.m • • DO• C•RN,!*C 11•STANT•GLAZE6III • • • cNiU • • • • • • • • • M2 , �� I, • • • • • • • • • GLAZING OPTIONS yc ✓ AT 1/11 POINTS 0 • • • • • • ����"JJ All SI�ES • • • • • • • • • • • GLAS$ • E 'Di • • • • • • • • • 7/8' OVERALL INSUL LAM. GLASS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ill f REV [8ft a—00yf•tt vitt ttc !2 MI6"_AIR SPACECONSISTING OF- -- SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOW CORNING 791 GE 2000 Au v 51Of - (yam j rrawingono. W1 6-70 WINDOW WINDOW wl� DTH WIDTH � 1 I 1 FE I z w w 3 o LL J WINDOW WIDTH I I WINDOW WIDTH I I W W L _ -.J WINDOW WIDTH WINDOW WIDTH 'WINDOW WIDTH J i 311,L _WINDOW WIDTH _ WINDOW WIDTH WINDOW WIDTH 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. FmDUC F RL"W" rs urpg4•e �+itM tNe Fbr:t1 L1..I+.ac�,a. I7 7�T�•12 GGLASCh GAPACrTiES ON THIS SHEET ARE • • B:SEr ON :STM E1300-09 (3 SEC. GUSTS). • I •_•_�• •i • • • •\ *00 r Q 701 I1`111J�9I I 4I / i 3I • • • • %Si/;� • • • • • • f _ \(�� 70592 • • • • • • • • • • • • \T OF !(Y� fH LENGTH DIMENSIONS CAN BE ORIENTED kyr �L DCALL HORIZONTALLY AS SHOWN ABOVE. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �v Z Z O H M 4 f' Z 2 m Q 1 i N OuJi�`= CL O > G [Log O5bi¢ 0 Q WN JJ DLL b a .lZoZ$<Q J e a � a � 8 drawing no. W16-70 DESIGN LOAD CAPACITY - PSF PSF WINDOW DIMS. GLASS TYPES 'B', 'Al', 'Df GLASS TYPE 'A' WIDTH HEIGHT EXT.(+) INT.(-) EXT (1) 1NT.(- 30" 36" 42" 48' 54" 60" 48' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 1 80.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 80.0 80.0 60.0 60.0 60.0 80.0 80.0 60.0 60.0 30" 36" 42" 48" 54" 60" 54" 80.0 80.0 80.0 80.0 80.0 I 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 60.0 68.6 60.0 71.1 71.1 53.3 53.3 71.1 71.1 53.3 1 53.3 30" 36" 42" 48" 54' 60" 60' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 60.0 60.0 80.0 68.6 80.0 10-060.0 60.0 71.1 71.1 53.3 53.3 1 64.0 64.0 48.0 48.0 W. 36" 42" 48' 54" 60" 66" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 1 60.0 80.0 80.060.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 64.0 64.0 48.0 48.0 30" 36" 42' 48" 54" 60' 72' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 64.0 64.0 1 48.0 48.0 30" 36' 42" 48" 54' 78' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 78.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 30" 42" 48" 54" 84' 80.0 80.0 60.0 80.0 60.0 60.0 60.0 76.4 80.0 80.0 60.0 68.6 60.0 60.0 1 71.1 71.1 53.3 53.3 30 36' 42- 48" 90" 80.0 80.0 60.0 j 80.0 80.0 80.0 60.0 75.0 80.O 80.0 60.0 j 67.1 80.0 80.0 60.0 60.0 30 36' 42' 48" 96, 80.0 80.0 60.0 80.0 80.0 80.0 60.0 73.8 80.0 80.0 60.0 65.8 80.0 80.0 60.0 60.0 WINDOW WINDOW wl� DTH WIDTH � 1 I 1 FE I z w w 3 o LL J WINDOW WIDTH I I WINDOW WIDTH I I W W L _ -.J WINDOW WIDTH WINDOW WIDTH 'WINDOW WIDTH J i 311,L _WINDOW WIDTH _ WINDOW WIDTH WINDOW WIDTH 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. FmDUC F RL"W" rs urpg4•e �+itM tNe Fbr:t1 L1..I+.ac�,a. I7 7�T�•12 GGLASCh GAPACrTiES ON THIS SHEET ARE • • B:SEr ON :STM E1300-09 (3 SEC. GUSTS). • I •_•_�• •i • • • •\ *00 r Q 701 I1`111J�9I I 4I / i 3I • • • • %Si/;� • • • • • • f _ \(�� 70592 • • • • • • • • • • • • \T OF !(Y� fH LENGTH DIMENSIONS CAN BE ORIENTED kyr �L DCALL HORIZONTALLY AS SHOWN ABOVE. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �v Z Z O H M 4 f' Z 2 m Q 1 i N OuJi�`= CL O > G [Log O5bi¢ 0 Q WN JJ DLL b a .lZoZ$<Q J e a � a � 8 drawing no. W16-70 DESIGN LOAD CAPACITY - PSF PSF WINDOW DIMS. GLASS TYPES 'B', 'Ai', 'Di' GLASS TYPE 'A' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 30" 36' 42" 102' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 72.9 80.0 80.0 60.0 64.8 30" 36" 42' 108' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 60.0 72.0 63.8 30" 36" 114, ::F30" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 71.3 36" I 120, 80.0 80.0 60.0 80.0 80.0 80.0 60.0 70.6 WINDOW WINDOW wl� DTH WIDTH � 1 I 1 FE I z w w 3 o LL J WINDOW WIDTH I I WINDOW WIDTH I I W W L _ -.J WINDOW WIDTH WINDOW WIDTH 'WINDOW WIDTH J i 311,L _WINDOW WIDTH _ WINDOW WIDTH WINDOW WIDTH 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. FmDUC F RL"W" rs urpg4•e �+itM tNe Fbr:t1 L1..I+.ac�,a. I7 7�T�•12 GGLASCh GAPACrTiES ON THIS SHEET ARE • • B:SEr ON :STM E1300-09 (3 SEC. GUSTS). • I •_•_�• •i • • • •\ *00 r Q 701 I1`111J�9I I 4I / i 3I • • • • %Si/;� • • • • • • f _ \(�� 70592 • • • • • • • • • • • • \T OF !(Y� fH LENGTH DIMENSIONS CAN BE ORIENTED kyr �L DCALL HORIZONTALLY AS SHOWN ABOVE. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �v Z Z O H M 4 f' Z 2 m Q 1 i N OuJi�`= CL O > G [Log O5bi¢ 0 Q WN JJ DLL b a .lZoZ$<Q J e a � a � 8 drawing no. W16-70 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES 'B', 'Al'. 'Di' GIASS TYPE WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 19-1/8" 26-1/2' 37" 48' 53-1/8" 26' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 L 80.0 60.0 80.0 80.0 60.0 80.0 80.0 80.0 BOO 60.0 80.0 19-1/8" 26-1/2" 37' 48" 53-1/8' 38-3/8' 1 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 80.0 80.0 60.0 75.0 75.0 19-1/8" 26-1/2" 37' 48' 53-1/8" 50-5/8' B0.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 60.0 75.9 75.9 55.9 56.9 19-1/8" 26-1/2" 37" 48' 53-1/8' 58" 1 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 60.0 72.3 72.3 54.2 54.2 19-1/8" 26-1/2" 37" 48" 53-1/8' 63" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 60.0 72.3 72.3 54.2 54.2 19-1/8" 26-1/2" 37" 48" 53-1/8' 76' 80.0 80.0 60.0 1 80.0 80.0 80.0 60.0 80.0 80.0 80.0 _60.0 80.0 80.0 60.0 77.2 60.0 72.3 72.3 54.2 54.2 WINDOW WINDOW wl� DTH WIDTH � 1 I 1 FE I z w w 3 o LL J WINDOW WIDTH I I WINDOW WIDTH I I W W L _ -.J WINDOW WIDTH WINDOW WIDTH 'WINDOW WIDTH J i 311,L _WINDOW WIDTH _ WINDOW WIDTH WINDOW WIDTH 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. FmDUC F RL"W" rs urpg4•e �+itM tNe Fbr:t1 L1..I+.ac�,a. I7 7�T�•12 GGLASCh GAPACrTiES ON THIS SHEET ARE • • B:SEr ON :STM E1300-09 (3 SEC. GUSTS). • I •_•_�• •i • • • •\ *00 r Q 701 I1`111J�9I I 4I / i 3I • • • • %Si/;� • • • • • • f _ \(�� 70592 • • • • • • • • • • • • \T OF !(Y� fH LENGTH DIMENSIONS CAN BE ORIENTED kyr �L DCALL HORIZONTALLY AS SHOWN ABOVE. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �v Z Z O H M 4 f' Z 2 m Q 1 i N OuJi�`= CL O > G [Log O5bi¢ 0 Q WN JJ DLL b a .lZoZ$<Q J e a � a � 8 drawing no. W16-70 1BY WOOD BUCK a, e Q n d e O SPA 4. I a a 4�� dE • . ^ G I TYPICAL ANCHORS SEE ELEV. FOR SPACING DIST. ZJ d 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST. — f ----------------,, 11–MIAMI–DARE COUNTY APPROVED II jl MULUON & MULLION ANCHORS I SEE SEPARATE NOA i II Z CF �y 4 �. II I_DIST. iI F' WZW c� Z • I II --_–____ __'J Q£ Q; O p n h z OU H J w J 1-1/4" MIN. EMB CONCRETE (HEAD/SIL SS) TYPICAL ANCHORS 1 TYPICAL ANCHORS a��M Q 0. 0 --� SEE ELEV.- SEE ELEV. o d t FOR SPACING FOR SPACING N N p Z 3 e Q W -, � N .. 3z LLZy=0 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS j o w MUSTS BS IAIALISFD pY GLAZING SYSTEM Q w m f RANSFER THEM TO THE BUILDING SIRtlF�L$E. ,� -- ANCHORS: SEE ELEV. FOR SPACING4' ,TYPICAL DIA TAPCON BY TTW'(Fu=125 KSI, Fy-100 KSI) 34' (Fu=177 KSI, Fy=155 KSI) 2BY WOOD BUCKS OR WOOD STRUCTURES n 1-1 " MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS z THRU 1BY S INTO CONC. OR MASONRY J w J 1-1/4" MIN. EMB CONCRETE (HEAD/SIL SS) C 1-1/4" MIN. EMBED INTO p N v DIRECTLY INTO CONCRETE OR MASONRY w x 0 a r) 0 r1 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) Z 3 e 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) .. 3z 1'R0DUC f QEYISpJP � w n nrp46K �kb 6. n.", 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) lftwi` C' N N g ¢ J INTO MIAMI-DADE COUNTY APPROVED MULLIONS .7;prnocc N• I /Z7 2 w 'n W M ~ j4 OR Hapireriw Once-_��-- / INTO METAL STRUCTURES (HEAD/SILL/JAMBS) � (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS �� �=�/.dw c mwy 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) _ i' TYPICAL EDGE DISTANCE ° , o INTO CONCRETE AND MASONRY = 2" M;N. I' INTO WOOD STRUCTURE = 1" MIN. v o < INTO METAL STRUCTURE - 3/4" MIN. it I, • • • • • • • WWO A H , Sl OR JAMBS SG : 0.55 MIN. it f i 2 • • • • &01168 . SILL OR JAMBS fc - 3000 PSI MIN. o d '" i • • • • 4-90 H•LLOW/FiLLED BLOCK AT JAMBS fm 2000 PSI MIN. ° 4 • >� -- •• • • • • ••• • n 1 M 1 \ N • • • • • • • • • • • • • • • • • _ .. 1. f + % ? )i t 7 `� 1.Y111 � L I � �./ t // // � c - < m A i i1 70582 _ . • . • . • . • . ... I=` v e v^ \ e v "' WBY > v OOD BUCIr• • • • • • • • • • • •'. • • • • • • • • • • q��!A OF (y�� v I • • • • • ••,^lORDPt. drawing no. TYPICAL ANCHORS �i� •' i�� EDGE DIST. 1 SEE ELEV. wl 6_70 _ FOR SPACING ////®�1111IEE••L +`1V` ShEGi 4 Of D • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • n m ; 1/4• MAX. © 1/4• MAX. O n mp a SHIM SHIMS H m Z tF•�i al 1/4• MAX. a S 6 0 M1 E2 TYPICAL ANCHORS SHIMS'' TYPICAL ANCHORS O w N n SEE ELEy, SEE ELEV. a N FOR SPACING ad FOR SPACING O f 4 Ca°ag VB EXTERIOROPG. WOOD BUC1 d N 7 6Y WINDOW WIDTH WOOD BUCKS 3 t � � SErypl E ANCHORS 3 SEE ELEV. FOR SPACING \ z MIAMI-DADE COUNT' 1/4• �I� ¢ J LL APPROVED MULLION «e— SHIM F N SEE SEPARATE NOA� 3 U) i I TYPICAL AI�CiORS ,0 II II SEE ELEV.Z n 11 1 FOR SPACINjG W O — n N Q l j j lEi w W M A II I j I 1 f - ~I lit- _ o— II II pRQDUCf REV�EP "'� [, W w. I - - - - - ns nrnPtli•i sri1Y t•e F 1 i �' 1 I - - - - - - - _ - - - hmdiotCd. -� vNi I I I Aeceptnncc Nn �%- C i I - - - -.- - - (yp4>MYi -_s ___— _— SG. �i w ✓/ METAL u TYPICAL ANCHORS _ Cnnrir•I SEE ELEV. STRUCTURE v zIz FOR SPACING - WINDO\.,.T. WINDOW WIDTH • • • • • • • • • • .00 • y • • • • • • • • \77711IIII,�4 � � < '�''••V�ENSF f . No;YO502 �hiATEIdrowln no. NA.7.V. �/tllllt7l\7 sheet rJ of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DISI. V1 0 METAL MIAMI-DADE COUNTY APPROVED I • e • o EDGE DIST. STRUCTURE MULLION h MULLION ANCHORS SEE SEPARATE NOA i Z m n� p e O N • Q • I ° EDGE DIST. 2 > I N W Z Z G W Wa O E5 Y N \ E5 tin ES GUN m ALT. \ v O W C g.i Gaoo 0.500 TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS 1 SEE ELEV. J N Z O n Q g FOR SPACING FOR SPACING FOR SPACINGLL /ROOLC f REY1SE0 rcYcplyfq wltY lo<F'Mtl{Ifl yUj o Z J a i Arept sc<Ne (�i i Lspi<rrniw Ort< 2 w n•..: vrWwt Ctww�t � __ J � � I O � 3 f o � n Z U �d - � W i/a' MAx. a K ~a' Z E+ SHIMS I— © x Q , n(E5) s W E5 ALT. o Z TYPICAL ANCHORS SEE ELEV. FOR SPACING C, -n I to < J 4�• wlW r0� �1 1 1/2'' I 0 o q � TYPICAL ANCHORS v o -SEE ELEV. FOR SPACING • • • • • • • WINDOW • • o,o._ ALT. • • • • • • • • • 7/H7 ' ES � i • • • • • • • • • 0 0 • INSTALLATION DETAILS WITH FLCstI FRAME AIf114T�RS • • • • �\ �\' i 70592 v •v � I • I v f SEE SHEETS 4 & 5 FOR WIYCDW DETgILS • • • • • • • I� 1' \\ �= •. a � °y • • • • • • • • • • • • • • • • 6TA7$OF � ((�� � • \i'�s/ � . drawing no.1 ,.I 1 6-7O, EDGE DISI. 4• ��� _7O sheet 6 ofof 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT 13Y E.S. WDW. O d ALT. FOR SPACING 0 TEKS/SELF DRILLING SCREWS 6 FROM ENDS et12 O.C. MAX. 110 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING $10 WOOD SCREWS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 1/4` MAX. GAP 1/2' MIN. TYPICAL ANCHOR SEE E2 FOR SPACING rl c ALT. J10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. OR •• ••• 70592 • • l1 Z n n ••••.. •0 . .(1 O� + %n;1 � i a d'oo`I� drOwing nom W16-701 OF.((/� !D"•'�`�� H O t 08"n ! \0--o- a g» INSTALLATION DETAILS WITH FINOMWA1E ADARTERSoSEE Oaoa 8 SHEETS 4 & 5 FOR WIt�QW DETAj4S • • • • • ••••• p! O N 0 1 y R O Q Wj4 Iq � 1 of n i i Z0 Q W o l f M J � 3 1 3 z o z U J Q 0vi N n Lu 3 L� Q M 1 /BOOL'{ F REYtSF0 0 _ e Z 3 -j r wP1).MK •.:: .,r flreibB .- 3 Z w .� o n ispirziww Dal.����g�Z-- w W M � F 16lr'tl•dr �uJnrt o' •• ••• 70592 • • • ••••.. •0 . .(1 + + %n;1 drOwing nom W16-701 OF.((/� !D"•'�`�� \0--o- INSTALLATION DETAILS WITH FINOMWA1E ADARTERSoSEE SHEETS 4 & 5 FOR WIt�QW DETAj4S • • • • • ••••• 0 0• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • + drOwing nom W16-701 OF.((/� !D"•'�`�� -2.917 r- '1 937 .050 1.562 L 719 .062 I 1.187 E1 FRAME 040 1 _277 L1.670—^1 E2 FRAME SCREW COVER 2.857 — 045 .500 .625 T— _1 �---- 2.780 - E5 FLUSH FRAME ADAPTER 1—1.428 --.1 1.5001 �jf•'--063 500 -d r— .625 .045 L 2.780 FLUSH FRAME ADAPTER WITH FIN --1{.6�331-.519-" .62511 u�I 1.62�O5�4 4 E3 .202F-.202 GLAZING BEADS ITEM PART i READ. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS E1 ES-EL151 1 FRAME 6063-T6 - E2 ES-EL152 AS REDD. FRAME SCREW COVER 6063-T6 - E3 ES-EL109 AS ROD. _ GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 - E4 ES -ELM AS ROD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - E5 ES -ELI 12 AS REDD. FLUSH FRAME ADAPTER 6063-T6 - E6 ES-EL115 AS REDD. FLUSH FRAME ADAPTER WITH FW 6063-T6 - E7 ES-ELI10 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - M1 M2 M3 1e % 1' ES -5008A 80-372A - AS REDD. 2/ LITE FRAME ASSEMBLY FASTENERS GLAZING BEAD BULB SETTING BLOCK AT 1/4 POINTS (LAM. GLASS) _ ST. STEEL PH SMS SILICONE I DLIROMETER 6035 SHORE A SILICONE I OUROMETER 8015 SHORE A M4EL1OO-B01 2/ LTTE SETTING BLOCK AT 1/4 POINTS (INSUL. LAM. GLASS) SILICONE DUROMETER 8015 SHORE A MS 18 % 1' - FLUSH/F.N FRAME ADAPTER ASSEMBLY FASTENERS ST. STEEL FH SMS Z 0� q F � L 0 2 0 h IL 0�3u',� 0g M O IL 0 O 8 M�wo Q > ly Nm Q D w •^ � Z U)g 0 J0md Q z m i 3 3 � o z n Z J � J Q Ca fn F- W 3 E in M 0 z 3i a_ W W 0: o� 'Z 6a Aacpiu<e �t<_ lul i G 1Sa� I • •• • • • • ••• • pi? "- pq0 AN .135 _� rn o 4. 70692 � .625 • • • • • • • • 53 t i� : T _ o i L 7 .062 .974 • • • • • • • • • • t ( _ o 3 • • • • • • • • • • • • / ".. 000 . •• . •• • • S611ALOF .202 lot., . '\ C ig dWr a wii nn04 6 �,Po. ,sheet A Of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • i II, �uli M1 �'a WW • d Z \ FNM 90a11 1� sl; 1 �I I J Z I i � WELDED JOINTS Q W j R J FLUSH FRAME ADAPTER CORNER =1 f J v i N 3 m o � 3 � o � n RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS J J, K o / MS I vi IM a w LLIn� rRonecrnEv� N e <wqr++• ritr tYe RheiMa Aot<pn.<e N•��7 �x X E�pir.o.• Drte FtR I w ! �I� ►Ads vro�ot<c.ar•1 'D �i i • • • • • • • FIPL FRAME•ADAWER CORNER c vl= • • • •• • • • • • • • • • • ••• • • na._, h'$Ir ••• • ••• •• • • • • • • ••• '' ,,No. 1j 0582 • •fNW �- o • • • • • • • • • • • • \\Z'�9.7" ATF.V[_X- drawing no. ////Illtt��`` W16-70 sheet of 9 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • '1`ir4-& g 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:Confrol Section (In Miami Dade County) and/or the A 4J (in areas other than Miami Dade County) cese-V% the right to have 4thi5• • product or material tested for quality assurance purposes. If this product or material fai1S'to pbrfornl til the accepted* • manner, the manufacturer will incur the expense of such testing and the AHJ may im"Mately revW,•modif} , •dr• • • suspend the use of such—prodtt"cTt or material Within their..,lunsdiction. RER reserv'� V e righto� evoke hicoo: acceptance, if ids-ddermined by Miami -Dade County Product Control Section that th%pLoduct or-TlJ;rtal fairs .O.. mee�iirements of the applicable building code. t the re ...... • •• ..... This pr ct is approved as described herein, and has been designed to comp with the.BPorKia Buil$ir;gCode, ...... inclu ng the High Velocity Hurricane Zone. 00• D SCRIPTION: Series "3000" Aluminum Outswing French Doors w /wo Si lites • . ; • • • • • • • PROVAL DOCUMENT: Drawing No. W04-51 Rev M, titled "series -3000 um Ohts Ring FCegh*Qoors - • LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1. and 7 of 7, prepared by Al-Farooq Corporation, datCT68-10-04 and last revised on DEC 05, 2018, signed and sealed by Javad Ahmad, P.E., bearing he Miami -Dade County rroduct Control Revision stamp with the Notice of Acceptance number and expirati date by the Miami -Dade ounty Product Control Section. IMPACT RATING: Large and Small Missile Impact L.lm Irons. 1. we, esign Pressures (DP) of Doors, sidelites, hardware, glass and thre old (sill) options shall control. 2. See sheets 2 for doors, 2.1 for single sidelite and 2.2 for doors w elites (Reinf/unRinf) mullion options within tested fra a. 3. The Water Rating +DP wit — X) and Hi -Rise sill = +90 PSF (XX) and +100 PSF(X). 4. The frame are of alternate size must not exceed 97.58 ftZ, nor panel tested area and max. Panel height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Columbia, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 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 #17-1114.03 and consists of this page l and evidence pages E E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 17-1226.11 Date: December 20, 2023 Date: December 27, 2018 Page 1 MIAMI- D1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF GULATORYAND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE AD STRATTON DIVISION T (786) 315-2590 F (786) 315-2599 TICE OF ACCE ANCE NOA www.miamidade.gov/economy E.S. Windows, LLC 3550 N. W. 491h Street l Miami, FL 33142 \ SCOPE: '1`ir4-& g 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:Confrol Section (In Miami Dade County) and/or the A 4J (in areas other than Miami Dade County) cese-V% the right to have 4thi5• • product or material tested for quality assurance purposes. If this product or material fai1S'to pbrfornl til the accepted* • manner, the manufacturer will incur the expense of such testing and the AHJ may im"Mately revW,•modif} , •dr• • • suspend the use of such—prodtt"cTt or material Within their..,lunsdiction. RER reserv'� V e righto� evoke hicoo: acceptance, if ids-ddermined by Miami -Dade County Product Control Section that th%pLoduct or-TlJ;rtal fairs .O.. mee�iirements of the applicable building code. t the re ...... • •• ..... This pr ct is approved as described herein, and has been designed to comp with the.BPorKia Buil$ir;gCode, ...... inclu ng the High Velocity Hurricane Zone. 00• D SCRIPTION: Series "3000" Aluminum Outswing French Doors w /wo Si lites • . ; • • • • • • • PROVAL DOCUMENT: Drawing No. W04-51 Rev M, titled "series -3000 um Ohts Ring FCegh*Qoors - • LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1. and 7 of 7, prepared by Al-Farooq Corporation, datCT68-10-04 and last revised on DEC 05, 2018, signed and sealed by Javad Ahmad, P.E., bearing he Miami -Dade County rroduct Control Revision stamp with the Notice of Acceptance number and expirati date by the Miami -Dade ounty Product Control Section. IMPACT RATING: Large and Small Missile Impact L.lm Irons. 1. we, esign Pressures (DP) of Doors, sidelites, hardware, glass and thre old (sill) options shall control. 2. See sheets 2 for doors, 2.1 for single sidelite and 2.2 for doors w elites (Reinf/unRinf) mullion options within tested fra a. 3. The Water Rating +DP wit — X) and Hi -Rise sill = +90 PSF (XX) and +100 PSF(X). 4. The frame are of alternate size must not exceed 97.58 ftZ, nor panel tested area and max. Panel height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Columbia, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 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 #17-1114.03 and consists of this page l and evidence pages E E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 17-1226.11 Date: December 20, 2023 Date: December 27, 2018 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file referenced below) 2. Drawing No. W04-51 Rev K, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on NOV 09, 2016, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under#17-114.03/#16-0316.06/#15-0611.10/#14-0722.13/#12-0308.04/#09-1217.03) 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(see sheet 2a 4) Large Missile Impact Test per FBC, TAS 201.-94.-. • • • • • ...... 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •. 6 Forced Entry Test per FBC 2411 3.2.1, TAS MIM 90.0 :••so• Along with marked -up drawing and installation diagram of aluminum ou",wt ng Fren�b.door wh' • • •; Sidelite (OXX), prepared by Intertek/ Architectural Testing, Inc., No. F26;113ed1-456-48yciated .••.• 11/16/15, signed and sealed by Joseph A. Reed, P.E. •••••• •• 0.0.0• 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 00 00 "" 2) Uniform Static Air Pressure Test, Loading pe= FBC;TAS .202-4 • •„• 3) Water Resistance Test, per FBC, TAS 202-94(see sheet 2;”"' 4) Large Missile Impact Test per FBC, TAS 201-94 • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. (submitted under files #15-0611.10/#14- 0722.13/#12-0308.40) 3. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTL-3947 & FTL-3955 per TAS 201, 202 & 202-94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL-5164 per TAS 201/203-94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (Submitted under file # 09-0825.04). C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2014 (511 Edition), prepared by Al Farooq Corporation, dated 08/01/16signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTMS -1300-02, -04 & -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. shaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1226.11 Expiration Date: December 20, 2023 Approval Date: December 27, 2018 E -1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/01/16, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA 4 16-0316.06, expiring December 16, 2017. 2. Statement letter dated 11/09/16 issued by ES windows, LLC requesting one year conditional approval until completion of the test proposal # 16-0940 and agree to remedial action, should the test is unsuccessful, signed by Samir Sabagh (Engineer -ES) 3. Test proposal No(s) #16-0940, 909-0225 dated 06/17/09, # 06-0411 dated 07/31/07 & 02/06/06 approved by BCCO. 4. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows, LLC, dtd 08/03/15, signed by Ms. Carla Garcia (MGR) and Andres Chamorro (Gen. MGIC respectively. 2. Evidence submitted in previous file #17-1114.03. • • • • • • A. DRAWINGS •••••• •••.:. 1. None. • .... .... . . ..... B. CALCULATIONS • 1. None .0:00: . .. ..... • •• •• M••• ••.•.• C. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources (WR)' • 0 • .. . . • • D. MATERIAL CERTIFICATIONS • • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/18. 2. Notice of Acceptance No. 16-117.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Kuraray Trofosil Ultra clear and color PVB Interlayer (Former Kuraray Butacite ® PVB interlayer)", expiring on 07/08/19. E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition), FBC 2017 (61h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/01/16, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA renews NOA # 16-0316.06 for one year, expiring 12/16/18. New Evidence submitted A. DRAWINGS 1. Drawing No. W04-51 Rev M, titled "series -3000 Alum Outswing French Doors (LN1I)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on DEC 05, 2018, signed and sealed by Javad Ahmad, P.E. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1226.11 Expiration Date: December 20, 2023 Approval Date: December 27, 2018 E -2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted(continue) B. TEST 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(see sheet 2) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawing and installation diagram of aluminum Single and double doors outswing French door w/ Sidelite (OXX), prepared by Blackwater Testing, Inc., No. BT-ESW-16- 011, dated 03/16/17, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS ' • • • • • 1. Anchor verification calculations and structural analysis complying ,y4b.• OC -204Y � jo • • � � � • Edition), prepared by Al Farooq Corporation, dated 09/15/17, signed "sealed by Javad • Ahmad P.E. •••• 00*0 2. Glazing complies w/ ASTMS -1300-02, -04 & -09. 0000 • • • • • •; • • • ...... . .. ..... .. .. .... ...... C. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources (AR1. • • 000 0 D. MATERIAL CERTIFICATIONS ' ' • 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/23. 2. Notice of Acceptance No. 16-117.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Kuraray Trofosil Ultra clear and color PVB Interlayer (Former Kuraray Butacite ® PVB interlayer)", expiring on 07/08/19. E. STATEMENTS 1. Statement letter of conformance to FBC 2017 (0 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/15/17, signed and sealed by Javad Ahmad, P.E. F. OTHER This NOA revises and renews NOA # 17-1114.03, expiring 12/16/23. ks� )- �\,.--�h--- Ishaq I. Chanda, P.E. Product Control Examiner j NOA No. 17-1226.11 Expiration Date: December 20, 2023 Approval Date: December 27, 2018 'E -3 146 3/8" OVERALL FRAME WIDTH (4) ANCHORS 35 3/16" 76' MAX. 35 3/16" AT MTC. STILES SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH (4) ANCHORS AND MULLION ENDS AT MTC. STILES (EA \\\ 3" 6" 3" SURFACE APPLIED 6" NL d A �\ _ C 1 �— 3" ta-- FALSE MUNTINS H�/, T -- Co _�.\ I MAY BE USED �pCORN?E %i J I II / LUSH( \ 17 II \\ �FLbSH BOLT\ I / LOCK OPTIONS II SEE SHEETFOR CAPACITY\ Ili/ 1 al II 0 O ,T Q m 1 FLUSH- \OLT i \ FLUSH 11 BOLT j /f T, I ACTIVE INACTIVE }- 1 j�3/16' 12"BUTT HINGES2 5/16" 29 5 I �j' SEE SHEET 2 J D.L. PG. D.L. OPG. SILL HEADk--D.L. OP �' I j FOR CAPACITY 33 5/1 " 36 13/16" ,a— PANEL PG LEAF WIDTH - OXXO ) 33 16' _—SEEHSHEET 21ECE HINGES LOCK OPTION #1 PA L WIDTH FOR CAPACITY MAX. FRAME AREA NOT TO EXCEED 97.58 SQ. F7. R FBC 2014 APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS__ WITH OR WITHOUT SIDELITE$. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. THISPRODUCT 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 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. 76- MAX. DOOR OPNG. WIDTH 3" r.6" 3" J TYPICAL ELEVATIONS TESTED UNITS NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. — ---•-•—o 0-6-4 0-671 • • DOgIj• LEAF WIDTH (X) = FRAME WIDTH - 2.8125" • • • • • • • • WOR LEAF WIDTH (XX) = (FRAME WIDTH - 2.375")/2 INSTRUCTIONS: • • • • • • • • DOOR LEAF HEIGHT = FRAME HEIGHT - 2.500" USE CHARTS AS FOLLOWS. • •/•,. 0 0 : :•: SIDCLITE PANEL WIDTH = SIDELITE WIDTH - 1.875" : STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED • • • • • • • 111 j ON WIND VELOCITY BLDG HEIGHT WIND ZONE \771 1 vmi N L% PHOT HINGES Z n m O m n n SEE SHEET 2 FOR CAPACITY ~ f Z n Qa <CL� FLbSH N BOLT\ 7 G o � /u N paoacc8pp LOCK OPTIONS n ==�-aF----- I � SEE SHE4T 2 mw Q W J LLN 4 Z a • o ^ FOR CAPAOi�Y 3!POINT Q W 0 f :!LOCK N w M m- N i FLIJSIH _ ---i:--�-- : BOLT \ I ACTIVE INACTIVE 12" 28 3/16 MAX. D.L. OPG. HEAD SILL X ) LOCK OP #2 J TYPICAL ELEVATIONS TESTED UNITS NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. — ---•-•—o 0-6-4 0-671 • • DOgIj• LEAF WIDTH (X) = FRAME WIDTH - 2.8125" • • • • • • • • WOR LEAF WIDTH (XX) = (FRAME WIDTH - 2.375")/2 INSTRUCTIONS: • • • • • • • • DOOR LEAF HEIGHT = FRAME HEIGHT - 2.500" USE CHARTS AS FOLLOWS. • •/•,. 0 0 : :•: SIDCLITE PANEL WIDTH = SIDELITE WIDTH - 1.875" : STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED • • • • • • • 111 j ON WIND VELOCITY BLDG HEIGHT WIND ZONE \771 USING APPLICABLE ASCE 7 STANDARD. "pWCT SEVIIIIIIIIS '�77 PP AbLG("�''9vq��� I STEP 2 FOR SINGLE (X) AND DOUBLE (X� DOOR CAPACITIES M %a ��� / ' 71 EN rF SEE SHEET 2. • • • • • • 000 1V• (n c2z6' 1l _ ', o USE LOWER VALUES FROM GINS, HINGE:, LOCK A:J • • • • • a.70592 • • • • • • • �l�••r ale FRAME SILL OPTIONS USED. • • • 2S - y a •I7Y • • • • • • • e l� _ i7 _ ! STEP 3 FOR SIDELITE PANEL (0) CAPRCSEE •HIST 2.7.•• • • • • • •• RMSyF + �- �� gC 5,2018 Q[_ STEP FOR SIDELITE COMBINATION WITH DOOR OR SIDELITE 4 \� Q E O�qj` no. SEE MULLION CAPACITY CHART ON SHEEP 2STATF drawing 2. F[pR10P,.•' '� AND 4THE 05EHALLST VAPPLYALUE RTOUENTRELTING FR�1'STF�IE • PS 2, 3 • • • • • \'ss1®NA` � W04STEP-51 \il1111717 sheet —11?—f • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 �/ vmi N L% PHOT HINGES Z n m O m n n SEE SHEET 2 FOR CAPACITY ~ f Z n Qa <CL� N N O v 'a o N V) ry — N paoacc8pp 1 C � R0 0 o mw Q W J LLN 4 Z a • o ^ 3z �o 302 Q W 0 f USING APPLICABLE ASCE 7 STANDARD. "pWCT SEVIIIIIIIIS '�77 PP AbLG("�''9vq��� I STEP 2 FOR SINGLE (X) AND DOUBLE (X� DOOR CAPACITIES M %a ��� / ' 71 EN rF SEE SHEET 2. • • • • • • 000 1V• (n c2z6' 1l _ ', o USE LOWER VALUES FROM GINS, HINGE:, LOCK A:J • • • • • a.70592 • • • • • • • �l�••r ale FRAME SILL OPTIONS USED. • • • 2S - y a •I7Y • • • • • • • e l� _ i7 _ ! STEP 3 FOR SIDELITE PANEL (0) CAPRCSEE •HIST 2.7.•• • • • • • •• RMSyF + �- �� gC 5,2018 Q[_ STEP FOR SIDELITE COMBINATION WITH DOOR OR SIDELITE 4 \� Q E O�qj` no. SEE MULLION CAPACITY CHART ON SHEEP 2STATF drawing 2. F[pR10P,.•' '� AND 4THE 05EHALLST VAPPLYALUE RTOUENTRELTING FR�1'STF�IE • PS 2, 3 • • • • • \'ss1®NA` � W04STEP-51 \il1111717 sheet —11?—f • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • > vmi N �N ¢ 1 I o N V) ry — � N � Z3J�o mw S 3z �o o O N C) v N w M m- N USING APPLICABLE ASCE 7 STANDARD. "pWCT SEVIIIIIIIIS '�77 PP AbLG("�''9vq��� I STEP 2 FOR SINGLE (X) AND DOUBLE (X� DOOR CAPACITIES M %a ��� / ' 71 EN rF SEE SHEET 2. • • • • • • 000 1V• (n c2z6' 1l _ ', o USE LOWER VALUES FROM GINS, HINGE:, LOCK A:J • • • • • a.70592 • • • • • • • �l�••r ale FRAME SILL OPTIONS USED. • • • 2S - y a •I7Y • • • • • • • e l� _ i7 _ ! STEP 3 FOR SIDELITE PANEL (0) CAPRCSEE •HIST 2.7.•• • • • • • •• RMSyF + �- �� gC 5,2018 Q[_ STEP FOR SIDELITE COMBINATION WITH DOOR OR SIDELITE 4 \� Q E O�qj` no. SEE MULLION CAPACITY CHART ON SHEEP 2STATF drawing 2. F[pR10P,.•' '� AND 4THE 05EHALLST VAPPLYALUE RTOUENTRELTING FR�1'STF�IE • PS 2, 3 • • • • • \'ss1®NA` � W04STEP-51 \il1111717 sheet —11?—f • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 qll 'X' DOORS � 11 \ /i LOCK O N T\& 2 FRAME_ WIDT XX' DOORS HEIGHT FRAME WIDTH I A' B' & D iES INCHES EXT. (+) INT. (- NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) GLASS TYPES HINGES 'C' & 'E' I'F'I 'G' & 'H' I OPTION '1' 1 '2' & '3' DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) LEAF WIDTH DAYLITE OPG. i 95_3/4 - - - 76 - - 0 90.0 90.0 90.0 31-1/2" GLASS TYPES HINGES LOCKS FRAME HEIGHT FRAME WIDTH A B' & 'D' 'C' & 'E' 'F' 'G' & 'H' OPTION '1' '2' & '3' OPTION '1' OPTION '2' %INCHES HES . E INT. EXi. (+) IM. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 95-3/4 37-1/2 _0 80.0 90.0 90.0 100.0 720.0 70.0 800 90.0 90.0 1000 120.0 70.0 80.0 1000 120,0 GLASS CAPACITIES ON THIS SHEET ARE BRUSHES AND SCREWS 39-5/8 - - 90.0 90.0 100.0 720.0 - 70.0 B0.0 90.0 900 100.0 120.0 70.0 80.0 700.0 120.0 � 11 \ /i LOCK O N T\& 2 FRAME_ WIDT XX' DOORS HEIGHT FRAME WIDTH I A' B' & D iES INCHES EXT. (+) INT. (- NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) GLASS TYPES HINGES 'C' & 'E' I'F'I 'G' & 'H' I OPTION '1' 1 '2' & '3' HEIGHTS: DAYLITE OPG. ' STANDARD HI -PROFILE FRAME HEIGHT I LEAF HEIGHT BOTTOM RAIL BOTTOM RAIL 82-1/2' 80' 71-73/16' 68-1/16' -- 95-3/4' 93-1/4' 1 85-1/16" 1 81-5/16' LOCKING HARDWARE: ACTIVE LEAF: OPTION Nl: SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4-28 X 2-1/2" OH MS LEVER TYPE METALLIC HANDLE AT 37" FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) N8-32 X 1-3/4" PH MS. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH 88 X 3/4" FH SMS (2) SCREWS PER BOLT OPTION l'2: 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #'8-32 X 2" OH MS OPTION N3' 4-P Itfl �.f01�ICE• L�-f TEM•8Y 'IMERL4CK' • AT FROM BO 0•••••HAN " fA�CTNA DT•ANCr5HS0TKEYA�GpEk4TIE 11 EXTW 41'1 :B .RN.:1 INTE(iIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) /8-32 X 2" OH MS ,0fIVP (FOR: ftOWITH *:TIONS 1. 6& 3) t 4tftCEALEa FLUSH Bi1L46 BY jSUIy1VAN & •ASS:C.' 1AAN@ALLY tPERA•ED WEVWS 4000YTED•ON L • • 1NSISE FAOE DF LEAF•STIYE •CAT&D AT • • it' FROMGFOP AND BOTTOM • • FASTENED 70 LOCK STILE WITH #8 X 3/4" FH SMS (2) PER BOLT • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • LOCKS OPTION 'i' & '3' OPTION '2' WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF (X & XX DOORS) HI -RISE SILL - +90.0 PSF (XX DOORS) +100.0 PSF (X DOORS) EXCEPT GLASS TYPES 'G' & 'H' REQUIRE HI -RISE SILL FOR ALL CASES. 317 -� 3A 2.000 1.500 STD. SILL HI -RISE SILL PJtODUC f BEVimp r co•plyip will tie FMci4 A mOtyt C.& Amptmcc No I% f ZZL• ) Expi tim War 1? 1 i/Nrt�[iW rodnct C."w ro4ftu Z nm m 0 2 n 1 Ff z O v Owe` n N X 0 U N r LL 0 IL 0 ° d W N C Q W D Ji y W 0 p J Z Ola w Q W M 2 f '' 1?GENgF'•. �J S � o ' 0.70592 -_ c5,2018 c_ T TEOF IV drawing no. W04-51 sl .� •. �71-3/4 70.0 80.0 90.0 90.0 90.0 LEAF WIDTH DAYLITE OPG. i 95_3/4 - - - 76 - - 0 90.0 90.0 90.0 31-1/2" / \ / HINGES: p \ / / OPTION N1: 37-1/2" THREE PIECE ALUM BUTT HINGE BY 'E.S. WINDOWS' - (3) HINGES PER LEAF AT 11" FROM TOP & BOTTOM CK OPTION 1 & 2 AND AT MIDSPAN 39-5/8" 36-13/16" 28-3/16" FASTENED TO DOOR FRAME AND LEAF WITH DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. #10 XI"FH SMS 76'36-13/16 28-3/16" (6) SCREWS AT FRAME, (5) SCREWS AT LEAF OPTION 42: FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM NOTE: COVER PLATES, ST. STEEL PIVOTS AND GALV. STEEL GLASS CAPACITIES ON THIS SHEET ARE BRUSHES AND SCREWS BASED ON ASTM E1300-09 (3 SEC. GUSTS) (2) HINGES PER LEAF AT 12" FROM TOP & BOTTOM AND FLORIDA BUILDING COMMISSION FASTENED TO DOOR FRAME AND LEAF WITH DECLARATORY STATEMENT DCA05-DEC-219 5/16-24 X 1" FH MS (2) PER WING OPTION 43, SERIES 60AT (DR HAHN A701) DIE CAST ALUMINUM HINGE BY 'DR HAHN' (2) HINGES PER LEAF AT 8-1/2" FROM TOP & BOTTOM FASTENED TO DOOR FRAME AND LEAF WITH O.L. OPENINGS (2) 5/16-24 X 1' HEX DRIVE FLAT HEAD SCREWS D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = LEAF WIDTH - 8.625" WIDTHS: HEIGHTS: DAYLITE OPG. ' STANDARD HI -PROFILE FRAME HEIGHT I LEAF HEIGHT BOTTOM RAIL BOTTOM RAIL 82-1/2' 80' 71-73/16' 68-1/16' -- 95-3/4' 93-1/4' 1 85-1/16" 1 81-5/16' LOCKING HARDWARE: ACTIVE LEAF: OPTION Nl: SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4-28 X 2-1/2" OH MS LEVER TYPE METALLIC HANDLE AT 37" FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) N8-32 X 1-3/4" PH MS. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH 88 X 3/4" FH SMS (2) SCREWS PER BOLT OPTION l'2: 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #'8-32 X 2" OH MS OPTION N3' 4-P Itfl �.f01�ICE• L�-f TEM•8Y 'IMERL4CK' • AT FROM BO 0•••••HAN " fA�CTNA DT•ANCr5HS0TKEYA�GpEk4TIE 11 EXTW 41'1 :B .RN.:1 INTE(iIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) /8-32 X 2" OH MS ,0fIVP (FOR: ftOWITH *:TIONS 1. 6& 3) t 4tftCEALEa FLUSH Bi1L46 BY jSUIy1VAN & •ASS:C.' 1AAN@ALLY tPERA•ED WEVWS 4000YTED•ON L • • 1NSISE FAOE DF LEAF•STIYE •CAT&D AT • • it' FROMGFOP AND BOTTOM • • FASTENED 70 LOCK STILE WITH #8 X 3/4" FH SMS (2) PER BOLT • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • LOCKS OPTION 'i' & '3' OPTION '2' WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF (X & XX DOORS) HI -RISE SILL - +90.0 PSF (XX DOORS) +100.0 PSF (X DOORS) EXCEPT GLASS TYPES 'G' & 'H' REQUIRE HI -RISE SILL FOR ALL CASES. 317 -� 3A 2.000 1.500 STD. SILL HI -RISE SILL PJtODUC f BEVimp r co•plyip will tie FMci4 A mOtyt C.& Amptmcc No I% f ZZL• ) Expi tim War 1? 1 i/Nrt�[iW rodnct C."w ro4ftu Z nm m 0 2 n 1 Ff z O v Owe` n N X 0 U N r LL 0 IL 0 ° d W N C Q W D Ji y W 0 p J Z Ola w Q W M 2 f '' 1?GENgF'•. �J S � o ' 0.70592 -_ c5,2018 c_ T TEOF IV drawing no. W04-51 FRAME WIDTH LEAF WIDTH DAYLITE OPG. 31-1/2" 28-11/16" 20-1/16" 37-1/2" 34-11/16" 26-1/16' NOTE: 39-5/8" 36-13/16" 28-3/16" DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. 59-3/4" 28-11/16" 20-1/16 --Tl-3/a' 34-n/16" 2s-1/16" 76'36-13/16 28-3/16" HEIGHTS: DAYLITE OPG. ' STANDARD HI -PROFILE FRAME HEIGHT I LEAF HEIGHT BOTTOM RAIL BOTTOM RAIL 82-1/2' 80' 71-73/16' 68-1/16' -- 95-3/4' 93-1/4' 1 85-1/16" 1 81-5/16' LOCKING HARDWARE: ACTIVE LEAF: OPTION Nl: SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4-28 X 2-1/2" OH MS LEVER TYPE METALLIC HANDLE AT 37" FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) N8-32 X 1-3/4" PH MS. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH 88 X 3/4" FH SMS (2) SCREWS PER BOLT OPTION l'2: 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #'8-32 X 2" OH MS OPTION N3' 4-P Itfl �.f01�ICE• L�-f TEM•8Y 'IMERL4CK' • AT FROM BO 0•••••HAN " fA�CTNA DT•ANCr5HS0TKEYA�GpEk4TIE 11 EXTW 41'1 :B .RN.:1 INTE(iIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) /8-32 X 2" OH MS ,0fIVP (FOR: ftOWITH *:TIONS 1. 6& 3) t 4tftCEALEa FLUSH Bi1L46 BY jSUIy1VAN & •ASS:C.' 1AAN@ALLY tPERA•ED WEVWS 4000YTED•ON L • • 1NSISE FAOE DF LEAF•STIYE •CAT&D AT • • it' FROMGFOP AND BOTTOM • • FASTENED 70 LOCK STILE WITH #8 X 3/4" FH SMS (2) PER BOLT • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • LOCKS OPTION 'i' & '3' OPTION '2' WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF (X & XX DOORS) HI -RISE SILL - +90.0 PSF (XX DOORS) +100.0 PSF (X DOORS) EXCEPT GLASS TYPES 'G' & 'H' REQUIRE HI -RISE SILL FOR ALL CASES. 317 -� 3A 2.000 1.500 STD. SILL HI -RISE SILL PJtODUC f BEVimp r co•plyip will tie FMci4 A mOtyt C.& Amptmcc No I% f ZZL• ) Expi tim War 1? 1 i/Nrt�[iW rodnct C."w ro4ftu Z nm m 0 2 n 1 Ff z O v Owe` n N X 0 U N r LL 0 IL 0 ° d W N C Q W D Ji y W 0 p J Z Ola w Q W M 2 f '' 1?GENgF'•. �J S � o ' 0.70592 -_ c5,2018 c_ T TEOF IV drawing no. W04-51 STATIONARY PANEL (0) OR SIDELITES FRAME WIDTH �r I E E i U a 0 , ( 0 ) w 0 WATER INFILTRATION LIMITATIONS: Z WHERE WATER INFILTRATION RESISTANCE IS REQUIRED O 2 LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF Q d s •• HI -RISE SILL = +90.0 PSF 0__ 0-0 o N 3 2.000 M C � 1.5100 0 3A U N m -'i 0 jM STD. SILL D.L. OPENINGS- D.L.O. HEIGHT = LEAF HEIGHT - 8.1875' (STD. 60T. R D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISEBOT. RAIL)'-, D.L.O. WIDTH = PANEL WIDTH - 4.000" 3/16" H.S. GLASS 73/16" H.S. GLASS !-�1/8" H.S. GLASS \ 1/8" H.S. GLASS .090" Interloyer .090" Interloyer .090" Interlayer \ .090" Interlayer SentryGlas Trosifol PVB -Trosifol PV8 Trosifol PVB By 'Kuraroy, America, Inc.' \�By 'kuroray America, Inc.' By 'kuraray Americo, Inc.' By 'kuraray America. Inc.' (\3/16" H.S. GLASS. 3/16" H.S. GLASS ) 1/8" H.S. GLASS \ r-5/32" H.S. GLASS SILICONE ' a \ SILICONE SILICONE DOWSIL 795 SILICONE r4 0: m �_ DOWSIL 795 .W- DOWSIL 795 r DOWSIL 795 m LrI O I II J -C a W � GLASS TYPE 'A' w GLASS TYPE 'B' w GLASS TYPE 'C' GLASS TYPE 'D' 1/8" H.S. GLASS 1/4" H.S. 1/8" H.S. GLASS 3/16" H.S. GLASS .090" Interlayer .090" Interlayer .090" Interlayer .090" Interlayer \ SentryGlos 4\\�y tGlSoflex Clear And Color Glass Saflex Clear And Color Glass By 'Kuroray America, Inc.' cy America, Inc.' \ By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 1/8" H.S. GLASS H.S. GLASS 1/8" H.S. GEMS • • • • • • • 3/1b ji.S. GLASS • SILICONE SILICONE SILICONE • • • • • •• SILICONE DOWSIL 795 nDOWSIL 795a OOW� 795 • • ••, • • •j:OWSIL 795 z�•• ••• ••3 gLn '••i••• •• • it I �• • • / L •• • w GLASS TYPE 'E' W GLASS TYPE 'F' w GLASS TYPE 'G' w GLASS TYPE 'H' GLAZING OPTIONS 900 • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HI -RISE SILL CYOm 0 IL o Q 11 DESIGN LOAD CAPACITY - PSF 0RGUUC f GEVIBFS r caoylyleg w'iLY =Ye Fh ku d C 0 � I A -pg eNa 1 12"2.6"t1 i�pl4aWWtc 2"j FRAME HEIGHT FT./IN. B WI u wig' o Q W�LLO6 IL ;W, o m GLASS TYPES NOTE: GLASS CAPACITIES ON THIS SHEET ARE j u w < j Q w m f FRAME WIDTH A 'B', 'D' 'C', 'E' INCHES EXT.(+) INT.(-) EXT.(+) INT.( -)INT.(-) EXT.(+) INT.(-) W04-511 33 70.0 B0.0 90.0 90.0 90.0 90.0 70.0 80.0 6/10-1/2 36 70.0 80.0 87.0- 87.0 87.0 _87.0 80.3 70.0 70.0 80.0 - 80.0 - 39 70.0 80.0 80.3 80.3 80.3 Z 3 J e 42 70.0 74.6 80.0 74.6 90.0 74.6 90.0 74.6 90.0 74.6 70.0 74.6 33 70.0 90.0 70.0 80.0 7/0 36 70.0 80.0 80.0 87.0 80.3 87.0 80.3 87.0 80.3 087.0700 80.0 80.0 80.0 39 70.0 8/0 33 70.0 � 80.0 87.6 87.6 90.0 36 70.0 BO.0 87.0 _ 87.0 87.0 _ 80.0 w 0 WATER INFILTRATION LIMITATIONS: Z WHERE WATER INFILTRATION RESISTANCE IS REQUIRED O 2 LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF Q d s •• HI -RISE SILL = +90.0 PSF 0__ 0-0 o N 3 2.000 M C � 1.5100 0 3A U N m -'i 0 jM STD. SILL D.L. OPENINGS- D.L.O. HEIGHT = LEAF HEIGHT - 8.1875' (STD. 60T. R D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISEBOT. RAIL)'-, D.L.O. WIDTH = PANEL WIDTH - 4.000" 3/16" H.S. GLASS 73/16" H.S. GLASS !-�1/8" H.S. GLASS \ 1/8" H.S. GLASS .090" Interloyer .090" Interloyer .090" Interlayer \ .090" Interlayer SentryGlas Trosifol PVB -Trosifol PV8 Trosifol PVB By 'Kuraroy, America, Inc.' \�By 'kuroray America, Inc.' By 'kuraray Americo, Inc.' By 'kuraray America. Inc.' (\3/16" H.S. GLASS. 3/16" H.S. GLASS ) 1/8" H.S. GLASS \ r-5/32" H.S. GLASS SILICONE ' a \ SILICONE SILICONE DOWSIL 795 SILICONE r4 0: m �_ DOWSIL 795 .W- DOWSIL 795 r DOWSIL 795 m LrI O I II J -C a W � GLASS TYPE 'A' w GLASS TYPE 'B' w GLASS TYPE 'C' GLASS TYPE 'D' 1/8" H.S. GLASS 1/4" H.S. 1/8" H.S. GLASS 3/16" H.S. GLASS .090" Interlayer .090" Interlayer .090" Interlayer .090" Interlayer \ SentryGlos 4\\�y tGlSoflex Clear And Color Glass Saflex Clear And Color Glass By 'Kuroray America, Inc.' cy America, Inc.' \ By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 1/8" H.S. GLASS H.S. GLASS 1/8" H.S. GEMS • • • • • • • 3/1b ji.S. GLASS • SILICONE SILICONE SILICONE • • • • • •• SILICONE DOWSIL 795 nDOWSIL 795a OOW� 795 • • ••, • • •j:OWSIL 795 z�•• ••• ••3 gLn '••i••• •• • it I �• • • / L •• • w GLASS TYPE 'E' W GLASS TYPE 'F' w GLASS TYPE 'G' w GLASS TYPE 'H' GLAZING OPTIONS 900 • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HI -RISE SILL CYOm 0 IL o Q 11 41 N 0RGUUC f GEVIBFS r caoylyleg w'iLY =Ye Fh ku d C 0 � I A -pg eNa 1 12"2.6"t1 i�pl4aWWtc 2"j x B WI u wig' o Q W�LLO6 IL ;W, o m 0.7 0592 NOTE: GLASS CAPACITIES ON THIS SHEET ARE j u w < j Q w m f BASED ON ASTM E1300-09 (3 SEC. GUSTS) BIG 5,2018IX- •. TEOF drawing no. ANDFLORIDA BUILDING COMMISSION W04-511 DECLARATORY STATEMENT DCA05-DEC-219 � I z n zl_j a Z 3 J e IP - 41 N 0RGUUC f GEVIBFS r caoylyleg w'iLY =Ye Fh ku o U I A -pg eNa 1 12"2.6"t1 i�pl4aWWtc 2"j 4z wIu B WI u wig' o 0.7 0592 IP o ` £IJSF ® ! I 0 0.7 0592 BIG 5,2018IX- •. TEOF drawing no. 54,.'-••• �a W04-511 MULLION DESIGN LOAD CAPACITY - PSF SIDELITE WIDTH INQdQS FRAME HEIGHT FT./IN. DOOR TO SIDELITE TO SIDELITE MULLION SIDELITE MULL UNREINFORCED1 REINFORCED REINFORCED EXT.(+ -) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 2 27 30� 33 36 39 42 6/10-1/2 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 SO.O 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 79.2 80.0 90.0 24 27 30 33 36 39 7/0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 77.9 80.0 -- 90.0 !8 21 24 27 30 33 36 8/0 71.2 80.0 90.0 67.7 80.0 90.0 64.5 80.0 90.0 61.6 77.7 90.0 58.9 74.4 83.3 56.5 71.3 76.4 54.2 68.5 70.7 OVERALL FRAME W. OVERALL FRAME WIDTH_ OVERALL FRAME WIDTH ( x DOOR V.,o O a E. a N I I DOOR / L H DOOR WIDTH /i/` SIDELITE _ WIDTH SIDELTE WIDTH FRAME WIDTH SIDELITE WIDTH_ • FRAME WIDTH_ SIDELITE I WIDTH BO D \ B C m Q DOOR V.,o O a E. a N I I DOOR / L H DOOR WIDTH /i/` SIDELITE _ WIDTH SIDELTE WIDTH FRAME WIDTH SIDELITE WIDTH_ • FRAME WIDTH_ SIDELITE I WIDTH BO D \ / Q _OVERALL FRAME WIDTH A C T- OE x 0 x 27 27 I 9 SIDELITE DOOR FRAME SIDELITE DOOR FRAME ELITE WIDTH WIDTH WIDTH WIDTH WIDTH ( oxx) ( OXXO UNREINFORCED REINFORCED REINFORCED ( XXO ) DOOR TO SIDELITE MULUON SID ffF TO SI ITEM I N RALL FRAME WIDTH . _ -� m _ __OVERALL FRAME WIDTH _ t 3l I n� DOOR V.,o O a E. a N I I DOOR / L H DOOR WIDTH /i/` SIDELITE _ WIDTH SIDELTE WIDTH FRAME WIDTH SIDELITE WIDTH_ • FRAME WIDTH_ SIDELITE I WIDTH SIDELITE WIDTH ( OX) / Do B ( X00; _OVERALL FRAME WIDTH A C T- OE x 0 x 27 27 I 9 SIDELITE DOOR FRAME SIDELITE DOOR FRAME ELITE WIDTH WIDTH WIDTH WIDTH WIDTH ( oxx) ( OXXO UNREINFORCED REINFORCED REINFORCED ( XXO ) DOOR TO SIDELITE MULUON SID ffF TO SI ITEM I N RALL FRAME WIDTH . _ -� m _ __OVERALL FRAME WIDTH _ t 3l I n� DOOR V.,o O a E. a N I I DOOR / L FRAME DOOR WIDTH L�OOR E DTH SIDELITE _ WIDTH SIDELTE WIDTH FRAME WIDTH SIDELITE WIDTH_ • FRAME WIDTH_ SIDELITE I WIDTH SIDELITE WIDTH ( OX) / ( 0X0) ( X00; / � D _OVERALL FRAME WIDTH A C T- OE x 0 x 27 27 I 9 SIDELITE DOOR FRAME SIDELITE DOOR FRAME ELITE WIDTH WIDTH WIDTH WIDTH WIDTH ( oxx) ( OXXO UNREINFORCED REINFORCED REINFORCED ( XXO ) DOOR TO SIDELITE MULUON SID ffF TO SI ITEM I N RALL FRAME WIDTH . _ -� m _ __OVERALL FRAME WIDTH _ t 3l I n� OVERALL_ _FRAME WIDTH n n DOOR V.,o O a E. a N ••• • • LDOOR AME1IDLITE / L FRAME \ WIDTH WIDTH N111 p N (XOX) (L z�LL n� • J t7SQ U QZ.m..sw D \ B / OVERALL_ _FRAME WIDTH n n DOOR V.,o O a E. a N ••• • • LDOOR AME1IDLITE •• FRAME O -aDTH WIDTH WIDTH N111 p N (XOX) (L z�LL n� • J t7SQ U QZ.m..sw OVERALL_ _FRAME WIDTH n n NOTE, FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR DOOR/SIDELITE MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SIDELITE WIDTH 39 5/8" MAX. SINGLE (X) DOOR WIDTH -- 0 0 I=- SIDELITE WIDTH 76" MAX. 1 ••• • • •• • • • • _ SIDELITE WIDTH SIDELITE WIDTH 1 39 5/8" MAX. IF / � D \ \J j� F /(� / '`l \ \ • E M / F/ \ D� \ •• • •• • • • • • • • • • • • • • • • • • NOTE, FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR DOOR/SIDELITE MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SIDELITE WIDTH 39 5/8" MAX. SINGLE (X) DOOR WIDTH -- 0 0 I=- SIDELITE WIDTH 76" MAX. .• • ••. . . . •.. . . SWIDTHE SWIDTHE DOOWIDTHAME ( XXOO ) (DOM) 4BODUCl REYIW* r co��l9bK wit► tie Plwira b�wJinR Cede Ancplwcr:Vo t"7 -12z.6- (; eAutr.w,� I)r�c L z3 0. 70582 ec 5,2018 ATE OF ((� i FtOR1D�'.•' ®jam bowing n0 - W04 -51 1 ••• • • •• • • • • _ SIDELITE WIDTH SIDELITE WIDTH 1 39 5/8" MAX. SINGLE (X) DOOR WIDTH J •• ••• •• • • ••• •• • •• • • • • • • • • • • • • • • • • • .• • ••. . . . •.. . . SWIDTHE SWIDTHE DOOWIDTHAME ( XXOO ) (DOM) 4BODUCl REYIW* r co��l9bK wit► tie Plwira b�wJinR Cede Ancplwcr:Vo t"7 -12z.6- (; eAutr.w,� I)r�c L z3 0. 70582 ec 5,2018 ATE OF ((� i FtOR1D�'.•' ®jam bowing n0 - W04 -51 TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST. TYPICAL ANCHORS FOR SPACING j SEE ELEVATIONS ti FOR SPACING /i EDGEPIST _21. G--21 _--- A n x 21 -- t5 i a 22 1 SNAPPED 15 N PUCE 3/4" MIN. -` J 6 THROW BOLT PENETRATION 29 31 31 I i u �S o 0 O N � x 1BY WOOD BUCK OPTIONAL IN PLACE �� 22 �q) �/ 2t 3 THROW BOLT PENETRATION 32 14 INTO SILL -T?lT- TYPICAL ANCHORS 3t 3/16" X 1 -1/2" SEE ELEV. FOR S CIN 3334 ••• WEEP SLOT - • •^ • • • 1/SILL AT SIDELITES EDGE DIST. 1BY WOOD BUCK OPTIONAL i m o p i W b Q Q O W o C V N N IL 1 it O H C UNr LL V 0 Wri G uOQ w O q m H H O I Q W > LL y ILw S Ow Of Q W A f F J 1 g eI 0 2 j n I — Z z J N oI3il u) Q1 vz a _j m Z 3 _j m l o 3z of Q � WC -�AODUC r aEYwra r—Pifieg Crit& awFiriil � o IwwinN Cues � w ., k'' warp ere Ne) - 127,t- I - z < Eapimieo !iw I2 u w 4 w i o a 6 l Ay r' li,d. NWilft Ccoilq z I z HI -PROFILE BOTTOM RAIL o n m o APPLICABLE TO STATIONARY - AND OPERABLE UNITS o r I o. 70592 o S c i7 - �IDec5,2018'62z, �I �--- STATEOF Q(�� drawing no. D �y� �L ORIOF.•' �.�' ' ....... �ss..�' I W04 —51 1/2" MIN. - 6 THROW BOLT PENETRATION 32 INTO SILL -T?lT- 3t 15 3334 ••• ••: • •^ • • • D 21 y� • • 21 -`� • • y 0 14 •• • �♦ • • HI -RISE FRAME SILL • ° ' \ • . • • [CABLE TOSTATIW, * TYPICAL•,�1CHORS • • • • OPERABLE • UMTS • • 3/16" X 1-1" /2 SEE EL k. MDR SF•.CING• • • • • • • • • • WEEP SLOT I • • • • • • • • • • • • • 2/ SILL AT XX DOORS • • • • • • 1 / SILL AT X DOORS EDGE DIST. OPERABLE UNFT_••, • • • • • • • • • •• •• • • • % •• ••• • • • 000 0 • i m o p i W b Q Q O W o C V N N IL 1 it O H C UNr LL V 0 Wri G uOQ w O q m H H O I Q W > LL y ILw S Ow Of Q W A f F J 1 g eI 0 2 j n I — Z z J N oI3il u) Q1 vz a _j m Z 3 _j m l o 3z of Q � WC -�AODUC r aEYwra r—Pifieg Crit& awFiriil � o IwwinN Cues � w ., k'' warp ere Ne) - 127,t- I - z < Eapimieo !iw I2 u w 4 w i o a 6 l Ay r' li,d. NWilft Ccoilq z I z HI -PROFILE BOTTOM RAIL o n m o APPLICABLE TO STATIONARY - AND OPERABLE UNITS o r I o. 70592 o S c i7 - �IDec5,2018'62z, �I �--- STATEOF Q(�� drawing no. D �y� �L ORIOF.•' �.�' ' ....... �ss..�' I W04 —51 EDGE DIST. TYPICAL ANCHORS TYPICAL ANCHORS 13 w N SEE ELEVATIONS FOR SPACING SEE ELEVATIONS FOR SPACING 1, a 3 EDGE DIST. m 0-4 Q F Z ME7AL STRUCTURE (SEE BELOW) > O3 II EDGE DIST. a It I v a � la i2 N 4 N ^ N • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,F ORIO?''•�,\�/ W04-51 41 V 13 w N 1, a 3 MIAMI-DADE COUNTYAPPROVED MULLION & MULLION ANCHORS Q F Z SEE SEPARATE NOA ry Qf 2 H EDGE DIST. a It Q -1N `m V IL ry _ ^Hn¢4 w7AMNCHORS 'Q�WOOD BUCKS A_N.D_ METAL STRUCTURE NOT B- Y E.S. WIND—OWSJlI a a oHip MUST IMPOSED Y-OLAYfN YSTEM TRANSFER THEM TO THE BUILDING Q aV� o c Q STRUCT aa m Z 0,m 0 SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING J O Q 'ELCO' W a T f h JIA (Fu=177 KSI, Fy=155 KSI) 4* D. ULTRACON BY INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 B BUCKS INTO CONC. OR BLOCK " MBS) 14 1-1/4" 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 5 o DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) U 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) z �N J w #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) s uj (n N - a INTO MIAMI-DADE COUNTY APPROVED MULLIONS 30);,, Upon OR INTO METAL STRUCTURES (HEAD/JAMBS) j Z i J (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ?i Z \` a ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) w Ui o 3 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. �_ w INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. o p CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. _ C-90 HOLLOW/FlLLED BLOCK AT JAMBS Pm- 2000 PSI MIN.- a� z w a •• ••• • • • SEALANTS: • • •• • • • • • • • • • • • • • • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • • • • c v - WHITE/ALUMINUM COLORED SILICONE.00 x so: III \\\\\1111111 \ c o r e'AODL'C f BEVIYIBD •' \•1GENyF'd q • • • • • • • • • • • • a' crrplyicg wily the ple i& n n • • ♦ • •• • • • • • • • • • • • • • • •�•diug Cede = • • • Acteplwece Nu 1%-) 2?j' I I .70592 _ • • • • • E>.pkrati•o Derc o J • • • • • • • • • • • •-- ec 5,2018 �- MJr a r'M1Co"4d \'�o• TE OF <S/�� c—_ _ - Browing no. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,F ORIO?''•�,\�/ W04-51 1/4. x'10 X 3/4" SMS SHIM 2 CO 6" FROM ENDS O.C. MAX. 5 � •. 13 1 �•��� 25 29 TYPICAL ANCF SEE ELEV. FOR SPACING ACTIVE LEAF HINGE OPTION Y7 L -----OVERALL FRAME OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY .96" X 2" X .96" X 1/8" FULL LENGTH STL CHANNEL CARBON STEEL TO BE PAINTED OR PLATED) ACTIVE LEAF •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• •• • • ••• •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • aIz _ rJ y ao a 4) 3 e -,O Zi 25 IN -ACTIVE LEAF _ 22 8 H W e o LOCK OPTIONS 02 a• 03 0 m l o oRODUCf QEV1YM �� �,• \,\OENSS '•;O a ec cu�pyisg wN► de QWI/• � \ e I' � ; a hudinY Ced. . 70592 _ Aceeplxece Na 17—IZ 2(,•11 - _ E>,plratiyo d• �1 Dec 5,2018 ccoe\ �— blidw es ru�0•iel Q SIAIt OF drawing no. \� sp� ..•.F4ORICIPW04-51 shee (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS � w� MUST BE ENGAGED DURING PERIODS ..� OF HURRICANE WARNING) < Z a 3 O Z N Z Q Q i 2 ry 2 CONCEALED FLUSH BOLTS AT 10" FROM EACH END 11 CONCEALE FLUSH BOLTS y < -- LL O p —6 �' O O U WITH LEVERS ON STILE FACE 12 AT 10" FROM.a END WITH LEVERS ON I IOE FACE O W a C W L U Vi LL IN -ACTIVE LEAF IO, V O W 9 0 RQ 8 d C ONNW CN J OF W z OF y WZVl - O m _ J i rt j Q W N f zs z2 B LOCK OPTION N1 � � N f i D . OPG. LEAF WIDTH z o 7 UF- J W - z J W EXTERIOR K uj n ( Ono) o o z e ? 3� 3 z 3 POINT LOCK SYSTEM OR � CONCEALED FLUSH BOLTS \ •+/ AT 10" FROM EACH END h 4 POINT LOCK SYSTEM I 12 WITH LEVERS ON INSIDE FACE w W M g r IN -ACTIVE LEAF ACTIVE LEAF •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• •• • • ••• •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • aIz _ rJ y ao a 4) 3 e -,O Zi 25 IN -ACTIVE LEAF _ 22 8 H W e o LOCK OPTIONS 02 a• 03 0 m l o oRODUCf QEV1YM �� �,• \,\OENSS '•;O a ec cu�pyisg wN► de QWI/• � \ e I' � ; a hudinY Ced. . 70592 _ Aceeplxece Na 17—IZ 2(,•11 - _ E>,plratiyo d• �1 Dec 5,2018 ccoe\ �— blidw es ru�0•iel Q SIAIt OF drawing no. \� sp� ..•.F4ORICIPW04-51 shee • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 • TYPICAL ANCHORS c SEE ELEV. \ fOR SPACING _IBYWG WOOD BUCK 1/4" MAX. SHIM Z 4" MAX, \ 1/4' MAX, G r q tP j SHIM SPACE SHIM O CK 2 n f ^ QI \ 2 a <. Opp plp 2 WOOD BU O w> N IU 13 ACTIVE LEAF OR d W 1 W00 STRU URE r i 7 NnLL 3 G W '� 1 O M a ae<ad°u. p� W w 1 e J c7 °m ¢_ 24 23 29 Q w f a 21 B 19 21 34 i TYPICAL ANCHORS �---� L SEE ELEV.FOR SPACING HINGE OPTIONS TYPICAL ANCHORS SEE SHEET 5 D.L. OPG. SEE ELEV. FOR DETAILS j METAL STRUCTURE FOR SPACING LEAF WIDTH - -- I S O z n ---- FRAME WIDTH'— J EXTERIOR LOCK OPTION 1, 2 OR 3 N J w K / x \ OPTION 1 SHOWN I o N to p n 34 22 OPTIONAL TRIM a I O a r7 O rl Z3� u) a IRE� IRE Wnf i O-0 ) OPTIONAL REINFORCING SIDELITE TO SIDELITE 3 SEE SHEET 2.2 FOR CAPACITY FULL LENGTH STL AN CHNEL 2 o '^ (CARBON STEEL TO BE PAINTED OR PLATED) 4 cis 3 W ACTIVE LEAF a •• 00t1 • • • •• r r• oam_ - • " • •t - - • •I1 • -R0DucF$EVmW& Z •VGENSF''.'(J o a i o _ • • • • • 1• }q• 21 • • • • r—plyl-g will Ne Fb w • 8 • • • • • hnwlinp Cede • • • •— • • • / • • • •. t 0.0) • • • • Aeeepluce No - 2 2 j • 1 J Eapirwtlro 0.1e Z , 0. 70532 - i- i:f 3 a 0 ' ,; ••• :• �•• ••• ••• :• ��, ec5.2018�= c--- drawing no. 6'cG _LOCK OPTION 1, 2 OR 3 Mt �✓pd Cd�ol Q ATE [IF OPTION 1 SHOWN \� FCORIDP.•'• ®� W04-51 • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 • r �V W �_ Z ° 3 • / O Z n 4 zl W N QI . Oo O W N U C H Q O U V' LL ci �» a � m c O(La O0LOM Q W J LL N Z • - m J i m a W Q W O f h —._ --� i I i n J I- z ' J w 5 (n V) o _ � M � Oar I Z 3 J " N wlin0Q n W W M s1 oIN o 'l o gia c binl aln+ ? ite � • • • • • • • • • • • • • • • • • • • • :'Lj • c y • • • • • • • • • • • • �ttlitlN 111j/ O _- �q \ o ' okoDuc f AEVIBFY y' JGE.NSF v _ I � • • • • • • • • • • • • � �plylog wMY the FLr/t 000 • *00 • • • • • „fig Code ?4 . 70592 • • • • • • • • • • A ponce No 1%-122b 11 _ e o a • • • • • • • • • • • • e,a,,,o atm - • • •• 966 • • • • •• c5,2018�= -� • • • • • 4 NH IIS �'. OF (��/ I drawing no. eir.✓ rTo�+c�.rd %\ R`�; .. F ORLOP.• W04-51 ••• • • • • ••• • • ���11ni1LL11 sheet hof 7 ITEM ly PART M QUANTITY DESCRIPTION MATERIAL MANF./SUPPLER/REMARKS 1 ES3001-1 1 FRAME HEAD 606}-76 - 2 E53001-2 2 DOOR FRAME JAMB 6063-T6 - 3 E53002-1 t FRAME SILL (STANDARD) 6063-T5 3A ES3025 t FRAME SILL (HI -RISE) 6063-75 - 4 ES3003-1 AS REOD. SIDELITE ADAPTER 6063-T6 - 5 E53004 AS REOD. SHEAR PLATE O ANCHOR LOCATIONS 6063-T6 3" LONG__ -_ 6 E53005-1 2/ LEAF TOP AND BOTTOM RAIL 6063-T5 - 6A ES3024 2/ LEAF HI -PROFILE BOTTOM RAIL _ 6063-T5 7 ES3006-1 1/ LEAF DOOR LEAF JAMB - HINGE 510E 6063-T5 - 8 E53007-1 1/ LEAF DOOR LEAF - LOCK SIDE 6063-T6 - 9 E53007-2 t/ LEAF DOOR LEAF - KEEPER SIDE 6063-T6 - 10 E53008-1 AS REOD. SIDELITE STILE 6063-75 - 11 FB -1202-914 2/ LEAF CONCEALED FLUSH BOLT _ STEEL SULLIVAN k ASSOCIATES 12 FB -1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN k, ASSOCIATES 13 ES3011 AS REOD. JAMB TRIM 6063 -TS OPTIONAL 14 E53072 1 —­LL' ILL COVER 6063-T6 - 15 E53013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -TS - 16 E53014-1 4/ PANEL PANEL CLAMP 606}-76 - 17 ES3003-3 3/ LEAF HINGE ASSEMBLY 6063-T6 SEE SHEET 2 17A - 2/ LEAF PIVOT HINGES - SEE SHEET 2, MASTER 17B M701 2/ LEAF IDR HAHN 2 PIECE HINGE, AT 6" FROM EACH END DIE CAST ALUM SEE SHEET 2 79 - - DOOR LOCK (SAVANNAH 2O15L) - YALE 20 - DEAD BOLT LOCK (PREMIER) YALE 21 w22321 NG AS REOD. FIN -SEAL PILE W'STRIPPING - Ul7RAFA8 22 E53020 AS REOD. BULB WEATHERSTRIPPING VINYL A7 SIDELITE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4"X1/8"X4-1/4" LONG 24 - AS REDD. HINGE REINFORCING BAR ALUMINUM 1/8" THK. X 7-7/8" LONG 25 - 2/ LEAF 3/8` DIA. THREADED ROD W/ NUTS STEEL - 26 - AS REOD. FRAME ASSY. SCREWS x'10 PAN HEAD SMS 27 - AS REOD. MULLION REINF. CHANNEL (LENGTH MULL HT. - 10") A36 STEEL - 28 ES4014 AS REOD. BOTTOM RAIL GLASS STOP NEOPRENE - 29 E54079 AS REOD. PANEL SILICONE STOP NEOPRENE - 30 - AS REOD. 3/8" DIA. X 1/8" HT. BUMPER SILICONE FRANK LOwE RUBBER CO 31 E54013 AS RE00. WEDGE GASKET SILICONE/EPOM TREMCO 31A ES-}000-GO1 AS REOD. WEDGE GASKET SILICONE/EPOM TREMCO 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063 -TS - 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - 70 X 1" FH SMS 34 0/LON AS REOD. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR PANEL W'STRIPPING - SCHLEGEL 35 - AS REOD. % 1/2" GLAZING TAPE URETHANE SAINT GOBAIN 36 - AS REOD. 1/8" x 1/2` GLAZING TAPE URETHANE SAINT GOBAIN • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - 4000- -1.779 -.300 V 3 W 1.500 I 2.250.125E-1 .960 I 2.000 140 MATERIAL SILICONE/EPDM .481 HARDNESS 7035 m ;' Q Z W " .078 Qf `H al N - 31 C � Op`p O wry U pl 3.350 1 r 078 e-- 2.125-w d- 0.375 2.016 1 z FRAME HEAD JAMB / 0V MULLION REINF. CHANNEL .265--�-�- d N V o LL 606 -A 060 I39 ,395 .688 + T I 160 MATERIAL = SILICONE/EPDM a OR¢ M 0 IL 04 o .388 _ -- 2.674-�. .48� HARDNESS = 7015 \\�Vlll 0 N In e`pI 1.500 a.l 0.312-, .688 ¢ z iv t5 WEATHERSTRIP ADAPTER SHEAR PLATE( 2.125 GLA7ING GASKETS J pea Q w m 2 �-1 750 - .11000 - T .800 � �}o-.D45 -� ® DD 2. ,(aI.... I SCALE 11 Fj .078 L- L I I o 8 n m _ q 5/16" DIA. _ / 4000 I 3.500 .esz --2237 -q o L 13 JAMB TRIM (OPTIONAL) S, STEEL PIN (I I (' J 4 .913 V +p 3.375 1.555 N 0_ E.590 TOP/BOTTOM RAIL --"1112 _ 1 �31 250 � - 3.209 1.555 $ Z 3 z 4 'F- 2.674- 2000 J 1391 C N w vi 0 W 078 - 399 � 16 PANEL CLAMP S-- v 3 PIECE HINGE7i 3.602 a DIE CAST ALUMINUM HINGE \ L^ PIVOT HINGE c--7- Q Y .750 L2.000 1 3-2-163 lo�z� 3.350 Ii .590 - �L1.145�.490 ADAPTER 1.750.621 913 f- 0762ISIDELITE - 1.500= l a�oIf1145 �-- . .563 .062 to SIDE LITE STILE .078- 078 • • • • • i 4 • • o �I� �) .927 .927 U SILL COVER 7.250 0/*50 • • • • • • • • • • • • • • FRAMs jL;*T*.) • • • • • • • • • • 1.954 _ -.062 I 490--- 90 b 1.145 �-{ -3 • • • • • • • • •) • • p.a0 i• • • • • • /;` 1-1 IIIiI/1j, \��"®. AHS MtODUC f fIEYBFa Or A$ \ �Pt9ing "k tit F1M{jE I tswdinG CoM Acarpwr<Np %l /Z26•/� o. 70592 _ Eapi�wiva D•re3 - :� [ _ YI�I p--4.625 .094 -" .913 1 j 1.984 .590 1.750 �+ c'o 4.000 C� _ e I n 1.750 .590 I-4.000 -�1,913 k- P n .563 • • • 078JN' � /l1 `; • ec5.201872 s' ,W.. Ce•ME OF.094- FC ORIDP.•'• \�� '�'' W04-51 L, t.7so.� a.000 � HINGE STILE (�) LOCK STILE/KEEPER STILE 6A HI -PROFILE BOTTON6 ii41-30A •FRl+ME•SII4-•(1-0 JRISE) • '� 1111111111 ehf 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 DOOR LEAF CORNER l b I 4i?FRAME BOTTOM CORNER O, SIDELITE ADAPTER TOP CORNER SEALANTS: ALL FRAME AND LEAF JOINTS AND SEAMS SEALED WITH DOWSIL 791 SEALANT. STATIONARY PANEL OR SIDELITE CORNER 26 • • • • • • • • KtOUIiC f IIEV� • • • � j as cu•Dh1�¢ wig► tLt Yi�W �•• •000 00 NIZE� •• • • AK ���� /7/176•/! p e No UW • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AH \)GENS'•. �� a = o n i ec 5,2018\_ ATE OF �� drawing no. R?oRro�,•aCg��.� W04-51 M`� DADE DEPARTMENT OF TORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINI RATION DIVISION NOTICE OF ACCE TANCE (NOA E.S. Windows, LLC 3550 NW 49" Street Miami, FL 33142 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 NO eing issued under the applicable rules and regulations governing the use of construction ma enals. 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 material fails to perform in the accepted -manner; -the manufacturer will incur the -expense -of such testing and the AHJ may immediately r ke modify, or suspend the use of such product or material in their jursdictjon. RER reserves the�t`ight to revoke this acceptance, if it is determined by Miami -Dade my PWd't?ct'ContrV1.. Sections fat this product or material fails to meet the requirements of the applicabfe4uil t coda... .' This roduct is approved as described herein, and has been designed to comp13 :'rl:l .t a otide•�uildit�g..:: Ce, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EL200" Aluminum Horizontal Rolling Window - L!l1.1y • • APPROVAL DOCUMENT: Drawing No. W16-86, titled "ES-EL200 Horizmmwa4@�ollin�E (L.M.I.)", sheets I through 11 of 11, dated 12/19/16, with revision C dated 01/121'?8,'Prepared t Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade n(%nty Pro4 Revision stamp with the Notice of Acceptance number and expiration date by the Miaint roduct Control Section. • • .. . . 66 6 . 6 .996 IMPACT RATING: Large and Small Missile Impact Resistant 6966. Wdw.:..' Faroeq • • • • Control • • County 6. • 6 6969.6 6 LABING: Each unit shall bear a permanent label with the manufacturer's name ogo, Barranquilla, Colombi , odel/series, and following statement: "Miami -Dade County Product ontrol Approved", unless otherwise note rein. RENEWAL of this ll be considered after a renewal a ton has been filed and there has been no change in the applicable building co e ectmg 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 No. 17-1114.06and consists of this page 1 and evidence pages,E-1,•E-2-and. E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0221.03 MIAMI•DADE COUNTY Expiration Date: January 19, 2022 Approval Date: May 10, 2018 j1/1 �8 Page 1 E.S. 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. 16-0617.04) 2. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Window Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision B dated 09/27/17, 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 5) Large Missile Impact Test per FBC, TAS 201-94 :...:. 600**9 6) Cyclic Wind Pressure Loading per FBC, ?44?203-94�...� along with marked -up drawings and installation diagram of as aWminunf hotVbntal .... % sliding window, prepared by Blackwater Testing, Inc., Test Report -No. BT-ESW-16-007, dated 12/08/16, signed and sealed by ConsP %13ortgS-r.%. (Submitted under NOA No. 16-0617.04). ...... . .. ..... .. .. .... •....• C. CALCULATIONS :00:0: 1. Anchor verification calculations and structural analysis, complying Wjt:f BC fib+•: • Edition (2014), dated 06/10/15, prepared by Al-Farooq Corpor.tign, signedand seaLd..: by Javad Ahmad, P.E. �; • (Submitted under NOA No. 16-0617.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel Per , P E. Product Control E amer NOA No. 18- 21.03 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E — l E.S. Windows, 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 Interlayers" dated 01/19/17, expiring on 07/08/19. :000:0 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray Ans Inc. %r their "' • a rieas 0 0 "SentryGlas® (Clear and White) Glass Interlayer" dated LZ/2&17, exp4iipgon �; 07/04/23. • • • ... • • 3. Notice of Acceptance No. 17-0712.05 issued to Eastman ChetAw Co. jm-4)•for • • • •: their "Saflex Clear and Color Glass Interlayers" dated 09/07P17, expiring bh • •; • • ...... .. . 05/21/21. • • ..... 4. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Co. (MA) for •, their "Saflex CP — Saflex and Saflex HP Composite Glass Interinyers-1witlo PET ....:. Core" dated 09/07/17, expiring on 12/11/18. •. . • F. F. STATEMENTS 1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 61h Edition (2017), and of no financial interest, dated 09/25/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-1114.06) 2. Statement letter of conformance, complying with FBC 51h Edition (2014), dated 12/08/16, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 16-0617.04) 3. Statement letter of no financial interest, dated 12/08/16, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 16-0617.04) 4. Addendum letter, issued by Blackwater Testing for Test Report No. BT-ESW-16-007 dated 12/15/16. (Submitted under NOA No. 16-0617.04) 5. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. (Submitted under NOA No. 16-0617.04) 6. Laboratory compliance statement for Test Report No. BT-ESW-16-007, issued by Blackwater Testing, Inc., dated 12/08/16, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16.0617.04) 7. Proposal No. 16-1228 issued by the Product Control Section, dated 11/16/16, signed by Manuel Perez, P.E. (Submitted under NOA No. 16-0617.04) OTHERS 1. Notice of Acceptance No. 16-0617.04, issued to ES Windows, LLC for their Series "EL200" Aluminum Horizontal Rolling Window - L.M.I., approved on 01/19/17 and expiring on 01/19/22. E-2 Manuel rez, P.E. Product Contro Exa iner NOA No. -0221.03 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision C dated 01/12/1 b,p;dwed by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P,%.- • • ...... .... ...... B. TESTS •••... • 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS ;1"994 • • • • "": • • 2) Cyclic Wind Pressure Loading per FBC, TAS'203-94 "" • •; • • along with marked -up drawings and installation diagram of a;,alj>;inunr4Qrizo ntal • • •"" sliding window, prepared by Blackwater Testing, Inc., Test Ralwio. . d • • •, • BT-ESW-17-007, dated 10/24/17, signed and sealed by Con;tantirr Bortes•, PC ....:. C. CALCULATIONS " • 1. None. 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) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 3. 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. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1114.06, issued to ES Windows, LLC for their Series "EL200" Aluminum Horizontal Rolling Window - L.M.I., approved on 01/11/18 and expiring on 01/19/22. Manuel Pe z, E. Product Control xam' er NOA No. 1 -0 1.03 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E-3 72 15/16" / (3) ANCHORS 7' MAX AT MTG. STILE ENDS iEAD/SILL^^ AT 5' O.C. CORNERS H 72 15/16' 72 15/16' V FRAME WIDTH FRAME WIDTH 4 (3) ANCHORSt 19. MAX (3) ANCHORS 2' AT MTG. STILE ENDS A7 MTG. STILE ENDSMAX 3 AT 5' O.C. HEAD 6' MAX. AT 5' O.C. HEAD Z r• % J, HEAD/SILL '_� 0 F h m _ CORNERS9 f W I QEz 2N o I II II F II I, F _7 • u o ==�r `� � _- '/ � � � =ir =f=ir = "/ ' � • � c4 �w n Q w 2 Z = O w O--1L�_/ , i N ZV_'i-=_= �G YmI Z h II I' ��Q II III 02? 11 I II I y q FALSE MUNTINS MA tZY APPUED) '(\ SILL MAY BE USED 32 11/16' 1'l \ 32 1 36 9/16" ,�— \_(3) ANCHORS 'ENT WIDTH ATMTG. STLE ENDS AT 5" O.C. TYPICAL ELEVATION FLANGE FRAMES ES—EL200 HORIZONTAL ROLLING ALUMINUM WINDOW (L.M.I APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION NOA 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 do 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 do 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. 7 MAX. SILL 32 11/16" �L. /16D.L. OPG. PG.36 9/16" NCHORSVENT WIDTH TG. STILE ENDS AT 5" O.C. FLANGE FRAMES WITH FLUSH ADAPTE MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 65.0 PSF MTG. STILES WITHOUT REINFORCING '(FORT A) IGN LOAD RATING = + 80.0 P (FOR SIZES SHO.N .0 PSF MTG. STILES WITH REINFORCING OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH MAX. D.L. OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SO. FT FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW NOT TO EXCEED TESTED FRAME AREA OF 31.46 SQ. FT. IL d'O0-0 flair 0 U N r V O > m 0o-Pl Oaco0'I N H O n m Q W 7 LL b 2 H - ��< Of O O 3 � B - 12' m w 3 SILL p 32 11/16" 32 11/16" D.L. OPG. D.L. OPG. ? U J r 36 9/16' (3) ANCHORS J w VENT WIDTH AT MTG. STILE ENDS AT 5' TYPICAL z 3Ny,'� TYPICAL ELEVATION 0 a n FLANGE FRAMES WITH FIN ADAPTER Z '� .n w Nod w 11.1 M m r 4 Ro 6 m G C F 0 •IIII ESE 11I4jD0tS E TSD FOR:LARGO •Bc SMALL MISSILE IMPACT. • SHUTTERS•ARE NGT %EQIyREG. e • • • 000 • • • • • • • \X11111111///j � )�• GENSF''• O � • • • • • • • •: •"�•v a i • PROD�CI'REEVIS� • • • • {�: •• :�s •o�^►Yi^F with lieflnridae • • • • •SudduE CUd4 • • • • • • ac.Pe�,1 o 21:10022* 03 • • • r_ F�« n race 4422 • % .r • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • " N � [*7, $92 TE OF b"_ drawingno. IN16-86 I II II 11 Ij 11 II II II II II it I� 9 IL d'O0-0 flair 0 U N r V O > m 0o-Pl Oaco0'I N H O n m Q W 7 LL b 2 H - ��< Of O O 3 � B - 12' m w 3 SILL p 32 11/16" 32 11/16" D.L. OPG. D.L. OPG. ? U J r 36 9/16' (3) ANCHORS J w VENT WIDTH AT MTG. STILE ENDS AT 5' TYPICAL z 3Ny,'� TYPICAL ELEVATION 0 a n FLANGE FRAMES WITH FIN ADAPTER Z '� .n w Nod w 11.1 M m r 4 Ro 6 m G C F 0 •IIII ESE 11I4jD0tS E TSD FOR:LARGO •Bc SMALL MISSILE IMPACT. • SHUTTERS•ARE NGT %EQIyREG. e • • • 000 • • • • • • • \X11111111///j � )�• GENSF''• O � • • • • • • • •: •"�•v a i • PROD�CI'REEVIS� • • • • {�: •• :�s •o�^►Yi^F with lieflnridae • • • • •SudduE CUd4 • • • • • • ac.Pe�,1 o 21:10022* 03 • • • r_ F�« n race 4422 • % .r • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • " N � [*7, $92 TE OF b"_ drawingno. IN16-86 110' FRAME WIDTH (3) ANCHORS AT MTG. STILE ENDS T MAX. 19' MAX. 7' MAX. A AT 5' O.C. C HEAD/SILL q -_ q __ HEAD HEAD/SILL CORNERS CORNERS r 6 / m m J 1 - K IFALS.Fr- FALSE E MUNTINS B D¢ (SURFACE APPLIED) q MAX. m w MAY BE USED q SILL \' ¢ 32 11/16" 32 11/16' 32 11/16' D.L. OPG. D.L. OPG. D.L. OPG. (3) ANCH 3) ANCHORS ( AT MTG. STIL OS AT MTG. STILE ENDS - 36 9/16' 36 9/15" AT 5' O.C. AT 5" O.C. VENT WIDTH VENT WIDTH TYPICAL ELEVATION FLANGE FRAMES 110" FRA (3) ANCHORS ME WIDTH 6' MAX AT MTG. STILE ENDS AT 5" 0 C 110" IE WIDTH (3) ANCHORS AT MIG. STILE ENDS? \ AT 5- ° j I rel 1 I `. I rel I I a I B d Wi m m I m z ��ell m C FOR SIZES SHOWN ABOVE OR SMALLER) - 65,0 PSF F M i w Q f 2 N a a 0 II I n l 0ma"%<0 a II I� II II II II I W II 1� 12' MAX. ` SILL 32 11/16" 32 11/16' 32 11/16' D.L. OPG. D.L. OPG. D.L. OPG. 36 9/16' 36 9/16' VENT WIDTH VENT WIDTH TYPICAL ELEVATION FLANGE FRAMES WITH FLUSH ADAPTER HEAD/SILL -_� HEA o 3 ZN 'y CORNERS A - n 8 ,- w N Q E i e d Wi m m I m z ��ell m C FOR SIZES SHOWN ABOVE OR SMALLER) - 65,0 PSF F M i w Q f 2 N a a 0 •/ 0ma"%<0 O <^� V W II 1� �O IL II I II II — CUHn I i > In Cr m, o �aoo� OPERATING VENTS CAN BE1/ 1/3 OF WINDOW WIDTH o 4 W FF O a ♦YO N a W 7N 4 - �L 2 _ o O f • FOR A&ERMATE SIZE• UNRS AtAx. RTtnl REA OF WINDOW �i Q wmi� • NA TO ToA@EEL•TESlEDR•RAJlE AEA OF 36 SO. FT. q' o • �mw • • • • • • • • • • • o m � U U J t5 �' < m J w Eli O a n C.,z e 3 J HEAD/SILL -_� HEA o 3 ZN 'y CORNERS A - n 8 ,- w N Q E i e I � _ d d I FOR SIZES SHOWN ABOVE OR SMALLER) - 65,0 PSF F --�r= XTP __ II II --nr-� Tr =_ •/ II II II V II It 11 II II II <^� V II I� II 1� II I II II II I II II MAXIMUM IGN LOAD RATING = + 80.0 PSF I I i I � _ 12' 6 MAx SILL m�Zo ••• •• • • �' •/ I 32 11/161- 32 11/16- • U • • • • , • _ ' • • 70582 (3) ANCHORS / 32 11/16' PR9TY ICT REWSFD • •- i ! �0 • AT MTG D.L. . vg Nyl t 1• • ,� ; • - AT 5' O.C. Bwjo'^g.do • • • • • �; $ 36 9/16" 36 9/16" Ac<r(�nce PJn-O'"11.a • • �• SATE OF v Exp .n. Ufa. Q (y\ drawing no. VENT WIDTH VENT WIDTH 12022ORWDP.•' \� TYPICAL ELEVATION Dv ;S - ••••\� W16-86 FLANGE FRAMES WITH FIN ADAPTER Fff- , Pr:do-ct wrtru{�-. /// 11�L11�\\ Sheet 2 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAXIMUM DESIGN LOAD RATING = + 65.0 PSF FOR SIZES SHOWN ABOVE OR SMALLER) - 65,0 PSF STILES WITHOUT REINFORCING `o G G G MAXIMUM IGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOW OVE OR SMALLER) - 90.0 PSF i MTG STILES WIT EINFORCING OPERATING VENTS CAN BE1/ 1/3 OF WINDOW WIDTH • • • yAj. Da. *G. FWFIXFjD lQE N j0 EXCEED 12.7 S0. FT. • FOR A&ERMATE SIZE• UNRS AtAx. RTtnl REA OF WINDOW �i • NA TO ToA@EEL•TESlEDR•RAJlE AEA OF 36 SO. FT. q' o • • • • • • • • • • • o • • • • • • • • • • • • \`1111111111/ /// �' < m 12' 6 MAx SILL m�Zo ••• •• • • �' •/ I 32 11/161- 32 11/16- • U • • • • , • _ ' • • 70582 (3) ANCHORS / 32 11/16' PR9TY ICT REWSFD • •- i ! �0 • AT MTG D.L. . vg Nyl t 1• • ,� ; • - AT 5' O.C. Bwjo'^g.do • • • • • �; $ 36 9/16" 36 9/16" Ac<r(�nce PJn-O'"11.a • • �• SATE OF v Exp .n. Ufa. Q (y\ drawing no. VENT WIDTH VENT WIDTH 12022ORWDP.•' \� TYPICAL ELEVATION Dv ;S - ••••\� W16-86 FLANGE FRAMES WITH FIN ADAPTER Fff- , Pr:do-ct wrtru{�-. /// 11�L11�\\ Sheet 2 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • / 71/8" HEAT STREN'D. GLASS NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 1/8" HEAT STREN'D. GLASS .090" Interlayer .090" Interlayer 1/8" HEAT STREN'D. GLASS Trosifol PJB .090" Interlayer Kuroroy America, Inc.' By 'Kuroray America, Inc.' OR By 'Kuroray America, Inc.' OR OR SentryGlas .090" Interloyer By Kuroray America, Inc.' SentryGlas SentryGlas By 'Kuroray Amer—, Inc.' .090" Interlayer Kuroray America, Inc.' Saflex Clear And Color Glass .090" Interloyer OR Saflex Clear And Color Glass OR .090" Interlayer .075" Interlayer OR Saflex Clear And Color Glass .075" Interlayer By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 1/4" HEAT STREN'D. GLASS By 'Eastman Chemical Co.' OR ti w DOW CORNING 795 DOW CORNING 983 .075" Interloyer DOW CORNING 2400 DOW CORNING 795 Soflex CP With PET Core DOW CORNING 983 Z m By 'Eastman Chemical Co.' N (HOT MELT) I II 1/8" HEAT STREN'D. GLASS SILICONE IL F DOW CORNING 795 DOW CORNING 983 i m DOW CORNING 2400 N (HOT MELT) g Mt \ u I I , II D WE9 W M2 GLASS TYPE '1' 5/16" OVERALL LAM S NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 GLASS TYPE '2' 7/16" OVERALL LAM. GLASS GLAZING OPTIONS 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB OBy R Kuroray America, Inc.' .090" Interlayer SentryGlas OR Kuraray America, Inc.' .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' 1/8" HEAT STREN'D. GLASS SIUCONE a DOW CORNING 795 I� DOW CORNING 983 z m DOW CORNING 2400 I� n (HOT MELT) GLASS TYPE 'li' 7/8" OVERALL INSUL. LAM. GLASS 1/8" TEMP. GLASS 1/8" HEAT STREN'D. GLASS 5/16" AIR SPACE .090" Interlayer 1/8" HEAT STREN'D. GLASS Trosifol PVB .090" Interlayer Kuroroy America, Inc.' Trosifol PVB OR By 'Kuroray America, Inc.' .090" Interlayer OR SentryGlas .090" Interlayer By Kuroray America, Inc.' SentryGlas OR By 'Kuroray Amer—, Inc.' .090" Interlayer OR Saflex Clear And Color Glass .090" Interloyer By 'Eastman Chemical Co.' Saflex Clear And Color Glass OR By 'Eastman Chemical Co.' .075" Interlayer OR Saflex CP With PET Core .075" Interlayer By 'Eastman Chemical Co.' Saflex CP With PET Core 1/4" HEAT STREN'D. GLASS By 'Eastman Chemical Co.' SILICONE ti w DOW CORNING 795 DOW CORNING 983 z to DOW CORNING 2400 DOW CORNING 795 (HOT MELT) DOW CORNING 983 Z m GLASS TYPE '2' 7/16" OVERALL LAM. GLASS GLAZING OPTIONS 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB OBy R Kuroray America, Inc.' .090" Interlayer SentryGlas OR Kuraray America, Inc.' .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' 1/8" HEAT STREN'D. GLASS SIUCONE a DOW CORNING 795 I� DOW CORNING 983 z m DOW CORNING 2400 I� n (HOT MELT) GLASS TYPE 'li' 7/8" OVERALL INSUL. LAM. GLASS 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuroray America, Inc.' OR .090" Interlayer SentryGlas By 'Kuroray Amer—, Inc.' OR .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 1/4" HEAT STREN'D. GLASS SILICONE a Z F DOW CORNING 795 DOW CORNING 983 Z m DOW CORNING 2400 N (HOT MELT) I II GLASS TYPE '2i' 7/8" OVERALL INSUL. LAM. GLASS PRODUCT REVISED complyutg with the Flori•da • • • • • :fltdi� Crede• • • • • • AR.p�aeAaI'W-A1. • • P►R d6r �2 • • • • •lvlim ad&L uct r� • \`y`yUt ll A llllyyJ i 5/16" k 3/8" AIR SPACE CONSISTING OF: �•• GE F'•.'V SPACER: • • *00 • • • .1 ; 'HELIMA' LOW PROFILE ALUMINUM SPAOER • • •2 ! 1 AO '• ` 70592 BY 'LINGERMANN GMBH' • • • • • • • • • : {7 • • • • • • • • • • :•. g AROUND THE PERIMETER OF THE GLASS. • • • • • • • • � ' i PERIMETER SEALANT- • • • • • 8 r• TE OF SILICONE OR10P.•'•�,\�� DOW CORNING 791 GE 2000 �l�®NAL.t,k • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �v zm � � m JL � N W i Q f N 00 J 014 0 IL 0Ga^ V Gavel Ohm Dago 8 0 0 b E N O r L6 W 7 W IL' i0 O 0 U) Q tz M 3 3 a i Zj drawing no. W16-86 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO TILE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4 DIA T A ON BY O' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS MIN. EMBED INTO CONCRET AMBS) 1-1/4" MIN. M IN 0 BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4•' MIN. EMBED INTO BLOCKS (JAMBS) 1/4- DIA. TEKS OR SIF DRILLING INT: SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (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) TYPICAL D DISTANC INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. METAL I MADE COU NTYAPPROVED I STRUCTURE II MULLION k MULLION ON ANCHORS II I� SEE SEPARATE NOA �I Z n n II EDGE �I O Z n H I DIST. i H w Z N ___ �J a'IL IL Ci N OWE`" L OG�n 0•p>m o TYPICAL ANCHORS TYPICAL ANCHORS O IL C C .oi SEE ELEV, SEE ELEV. O d r FOR SPACING FOR SPACING Vl of W p e Q j 4 p LL Z H - O a wmf .�ztoa 3 0 3 •• ••• • • • • • •• ••• • • • • ••• • olo� F • • • • 000 • • • • • 1,111111/j// �' < A.�'R9 \ � o •• •• •• • • • • i g • •• • • • • t -• 0592 = i ROIWWCT RFVIFIP • • • •• t• : • - •L=d>•�q'++'uhix FlRida• • i1 • .A..• :• , n._ tRoerblg- 221. • • �/� '!/- n2 \Q 3711 OF (S/` drawing o no. ` RIDE •'G\�� W16-86 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 XO LAYOUT OX OPPOSITE O O O �UDucle-VISED • • • • s cW:p:yr� WY;h V Fp-o • • • • • • • :*o • • UNTY U U� m NO O Z O • Q £ Z N 0 MIAMI -DAD 1/4' MAX. VEM WIDTH pREINIORCING AS REDD. SEE ELEVS. 1/4^ MAX SHIMS Vo�� ro 0 IL a o `6 t; APPROVED M / SEE SEPARATE SHIM In O N Q W(A q LL Z O E O m ICA L ANCHORS E4 MS E6 E5 MI6 MB E18 E4.1 FOR SPACING TYPICAL ANCHORS SEE ELEV. L - r =__ N f I c� o U FOR SPACING TYPICAL ANCHORS SEE ELEV. n II II FOR SPACING d II II I 1 O -- Mi6 M5 M76 EXTERIOR E77 M5 M17 < METAL STRUCTURE D.L OPG. e a a - - WOOD BUCKS 1KS WINDOW WIDTH WIND XO LAYOUT OX OPPOSITE O O O �UDucle-VISED • • • • s cW:p:yr� WY;h V Fp-o • • • • • • • :*o • • UNTY U U� m NO Z O • Q £ Z N 0 a e 0 O p`� c N Vo�� ro 0 IL a o `6 t; In O N Q W(A q LL Z O E O m ICA L ANCHORS Jimaw Q W N f SEE ELEV. FOR SPACING OW WIDTH � 3 N f I c� o U _3 _ ANCHORS 3 a EV. o m 'ACING 0 d p.Mj of S 32 � C) vi ,n Lo w W M r I 70592 cc v° ATE OF Q/�` dra Wing ` ao. oRroP.•' �� _�G.. W16-86 W EDGE DIST. m m I METAL MIAMI-DADE COUNTY APPROVED tO EDGE DIST. STRUCTURE MULLION h MULLION ANCHORS ; SEE SEPARATE NOA Z m m o O� �' J W a ° EDGE DIST. O:O v6 O 0 p ` V W N Ir O E12 m tn tsil E12 N ALT. 0 6 C TYPICAL ANCHORS ORS TYPICAL ANCHORS O: ¢ z n SEE ELEV. SEE FOR SPACING FOR SPACING FOR SPACING W U) LL o _ n ujy� Q W 01 F m 3 N 3 I n c� _z a J _j 0 J w K 3 (:a1 1/4" MAX. kSHIMS O Q M alo 3 W TYPICAL ANCHORS1 ALT. Z 3 -j1O SEE ELEV. 0 3 z FOR SPACING o a w laJ M E � °1 Li 0 o ' TYPICAL ANCHORS u SEE ELEV. ° a FOR SPACING • da ALT. 0 0 1 � � • • • • • • • • • • • • \\111111//� INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER )� •'�cENSF'�O '�� a SEE SHEETS 4 & 6 FOR WINDOW DETAILS • • • • • • • • • --94? � • • • •592 • • `iuill+•(.nk iLlWLe)•lor_i•}G • 'j•' : �.1� • A.,"W----. N. 1atYL7lL)p • S EOF =�Ey�� drawings no. L -^•on Gax EDGE DIST. ""'�'-"/-�Y� ...%Olt.W16-86 • \ G ' ,�''ss��(NAI. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS ILLUSTRATIVE DTLS. ONLY SEE ELEV. FOR SPACING � m EXT. OR INT. FINISHES I NOT BY E.S. WOW. b z M m J O� hm z TYPICAL ANCHORS: SEE ELEV. FOR SPACINGZ n a Fly 2m I X10 WOOD SCREWS (GRADE 2 CRS) 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O w w 1-1/2" MIN. PENETRATION INTO WOOD IL c '� 0b OE13 CjM s ALT. 0 a 0 p A 0.3t.23 x'10 TEKS/SELF DRILLING SCREWS W ? O N AT 6 FROM ENDS AND 12 O.C. MAX. (L Z p f 1n D QaZimS� 1/4" MAX. GAP 0 1/2•' MIN. 00,3 I n � a O < o a 0 J O 0 3 (Z 1 ALT. u S w Z 0� 3 E~ ¢ o r7 alo X c, Z 3 J e w g 3zLL.. � O 'n i N #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS vii w W M r AND 12 O.C. MAX. G C G #10 TEKS/SELF DRILLING CREWS m AT 6 FROM ENDS TYPICAL ANCHORS SEE ELEv. EXTERIOR i - r AND 12 O.C. MAX. FOR SPACING `om W WINDOW WIDTH Im " •• ••• • • • • • •• • •• • • • • ••• • • • • • • • • • • • • i /1T�,,/ `\`\\\\\11111 INSTALLATION DETAILS WITH FIN FRAME ADAPTER - SEE SHEETS 4 & 6 FOR WINDOW DETAILS • • 000 =� I - Z � c� \ • • • PROG=1CT RF.VI� • • • • • • •: • • • y y • - - _ it = - • cem•M), c'Rt �iLh rid. •I F`ij • �`" rho r ,de •Q�• • • � n,• ` c TYPICAL ANCHORS SEE ELEV. FOR SPACING • E:`P'�eal Dale �1nw WiQ 3//G GiSOiJ • • • • TE OF � C(/�` i� OR1DP.•'• \�� � isS/nn... ��•�� draw ng no. W16-86 • • • • • • • • • • ••• • • • ••• • • �W Z o Z M a Q f 2 N 0' o G W Oy O U O F 0 b L n O M Daoog C O W Z O Z z o f Q W m f m 3 I a o c� U J tj a ¢ J W 0_ (n C v O Q a ar M 1 3 00 3 z J U7N n ,n a Nj W M� r G G `off 33 C '2i i 3 NO d O O 10 • • • • • ♦ • • • • • • `\\\1111111//�/ AH S�•'��\c sF . p 0 • P?r.ltMiWVISE:Q • • • ;• ♦ y • ♦ 'lDij a a •Fs'+�•..b 4:e � ♦ • • •, T OF isl: F( !DP G�` 6 ,.., P,d..tCxa .. . W16-86 ALI\\\` sheet g of 11 ITEM / PART / REQD. DESCRIPTION MATERIAL 1[ANF./SUPPLIER/REMARKS E1 ES-EL104 1 FRAME MEAD 6063-T6 E2 ES-EL201 1 FRAME SILL 6063-76 - E3 ES-EL202 7 SILCL N 3. L TRACK 6063-T6 - E4 ES-EL102 2 FRAME JAMB (OPERATING) 6063-T6 - E4.1 ES-EL101A 2 FRAME JAMB (FIXED) 6063-T6 - ES ES -EU 05 7 INTERLOCK STILE 6063-T6 - E6 ES-EL706 1 JAMB STILE 6063-T6 - E7 ES-EL107 2 VENT TOP h BOTTOM RAIL 6063-T6 - EB ES-EL108A 1 FIXED MTG. STILE 6063-T6 - E9 ES-EL709 AS ROD. GLAZING BEAD (5/16' LAM. GLASS) 6063-76 - E10 ES-EL110 AS ROD. GLAZING BEAD (7/76' UM. GLASS) 6063-T6 - E11 ES-EL711 AS ROD. GLAZING BEAD (INSUL IAM. GLASS) 6063-T6 - E12 ES -ELI 12 AS REQD. FLUSH FRAME ADAPTER 6063-T6 - E13 ES-EL115 AS REQD. FLUSH FRAME ADAPTER WITH FIN 6063 -TS E14 ES-EL114 AS READ. HEAD SCREW COVER _ 6063-76 - E15 ES -2011 AS REQD. SILL RISER 6063-76 - E76 ES-EI220 AS REQD. INTERLOCK STILE STIFFENER 6005 -TS - E17 ES-EL221 AS REQD. FIX. MTG. STILE STIFFENER 6005-75 - E18 ES -Eu 134 AS REQD. JAMB SCREW COVER 6067-76 - M1 ES -5008A AS READ. GLAZING BEAD BULB SILICONE DUROMETER 6015 SHORE A M2 80-372A 2/ LRE SETTING BLOCK AT 1/4 POINTS (LAM. GLASS) SILICONE DUROMETER 8015 SHORE A M3 EL100-801 2/ LITE SETTING BLOCK AT 1/4 POINTS (INSUL LAM. GLASS) SILICONE DUROMETER 8035 SHORE A M4 EL100-301 A5 REOD. VENT STOP RIGID PVC - M5 W23211NG AS REQD. PILE W'STRIPPING WITH PLASTIC FIN POLYPROPYLENE - M6 SKOB-4010 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH M7 ES -1012 2/ LATCH LATCH SPRING ST. STEEL - M8 SL302-X% 2/ VENT SWEEP LATCH DIE CAST ALUM - M9 WA2L 2 WEEP HOLE COVER RIGID PJC - M70 ES-1000-P1L - LEFT NOTCH CAP NYLON - M71 ES-1000-PiR - RIGHT NOTCH CAP NYLON - M72 WPSA-N1 2 3/4" X 3/4" RETIC FOAM PAD FOAM M13 TAR -16019P -A 2 ROLLER POLYAMIDE &ACETAL - Mi4 TAR -76019P 2 ROLLER HOUSING POLYAMIDE - M15 /8 X 1" - FLUSH FRAME ADAPTER ASSEMBLY FASTENERS ST. STEEL FH SMS MI6 /B X 1" - FRAME AND VENT ASSEMBLY FASTENERS ST. STEEL PH SMS M77 /8 % 3' - FRAME SILL ASSEMBLY FASTENERS ST. STEEL PH SMS M18 de X 3/4' - SWEEP LATCH FASTENERS ST. STEEL FH • • • • • • • • • • ••• • • • ••• • • SMS M20 X14 X 3/4' - ASSEMBLY FASTENERS FOR FLUSH ADAPTER ST. STEEL PH SMS �W Z o Z M a Q f 2 N 0' o G W Oy O U O F 0 b L n O M Daoog C O W Z O Z z o f Q W m f m 3 I a o c� U J tj a ¢ J W 0_ (n C v O Q a ar M 1 3 00 3 z J U7N n ,n a Nj W M� r G G `off 33 C '2i i 3 NO d O O 10 • • • • • ♦ • • • • • • `\\\1111111//�/ AH S�•'��\c sF . p 0 • P?r.ltMiWVISE:Q • • • ;• ♦ y • ♦ 'lDij a a •Fs'+�•..b 4:e � ♦ • • •, T OF isl: F( !DP G�` 6 ,.., P,d..tCxa .. . W16-86 ALI\\\` sheet g of 11 ITEM / PART / REQD. DESCRIPTION MATERIAL 1[ANF./SUPPLIER/REMARKS E1 ES-EL104 1 FRAME MEAD 6063-T6 E2 ES-EL201 1 FRAME SILL 6063-76 - E3 ES-EL202 7 SILCL N 3. L TRACK 6063-T6 - E4 ES-EL102 2 FRAME JAMB (OPERATING) 6063-T6 - E4.1 ES-EL101A 2 FRAME JAMB (FIXED) 6063-T6 - ES ES -EU 05 7 INTERLOCK STILE 6063-T6 - E6 ES-EL706 1 JAMB STILE 6063-T6 - E7 ES-EL107 2 VENT TOP h BOTTOM RAIL 6063-T6 - EB ES-EL108A 1 FIXED MTG. STILE 6063-T6 - E9 ES-EL709 AS ROD. GLAZING BEAD (5/16' LAM. GLASS) 6063-76 - E10 ES-EL110 AS ROD. GLAZING BEAD (7/76' UM. GLASS) 6063-T6 - E11 ES-EL711 AS ROD. GLAZING BEAD (INSUL IAM. GLASS) 6063-T6 - E12 ES -ELI 12 AS REQD. FLUSH FRAME ADAPTER 6063-T6 - E13 ES-EL115 AS REQD. FLUSH FRAME ADAPTER WITH FIN 6063 -TS E14 ES-EL114 AS READ. HEAD SCREW COVER _ 6063-76 - E15 ES -2011 AS REQD. SILL RISER 6063-76 - E76 ES-EI220 AS REQD. INTERLOCK STILE STIFFENER 6005 -TS - E17 ES-EL221 AS REQD. FIX. MTG. STILE STIFFENER 6005-75 - E18 ES -Eu 134 AS REQD. JAMB SCREW COVER 6067-76 - M1 ES -5008A AS READ. GLAZING BEAD BULB SILICONE DUROMETER 6015 SHORE A M2 80-372A 2/ LRE SETTING BLOCK AT 1/4 POINTS (LAM. GLASS) SILICONE DUROMETER 8015 SHORE A M3 EL100-801 2/ LITE SETTING BLOCK AT 1/4 POINTS (INSUL LAM. GLASS) SILICONE DUROMETER 8035 SHORE A M4 EL100-301 A5 REOD. VENT STOP RIGID PVC - M5 W23211NG AS REQD. PILE W'STRIPPING WITH PLASTIC FIN POLYPROPYLENE - M6 SKOB-4010 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH M7 ES -1012 2/ LATCH LATCH SPRING ST. STEEL - M8 SL302-X% 2/ VENT SWEEP LATCH DIE CAST ALUM - M9 WA2L 2 WEEP HOLE COVER RIGID PJC - M70 ES-1000-P1L - LEFT NOTCH CAP NYLON - M71 ES-1000-PiR - RIGHT NOTCH CAP NYLON - M72 WPSA-N1 2 3/4" X 3/4" RETIC FOAM PAD FOAM M13 TAR -16019P -A 2 ROLLER POLYAMIDE &ACETAL - Mi4 TAR -76019P 2 ROLLER HOUSING POLYAMIDE - M15 /8 X 1" - FLUSH FRAME ADAPTER ASSEMBLY FASTENERS ST. STEEL FH SMS MI6 /B X 1" - FRAME AND VENT ASSEMBLY FASTENERS ST. STEEL PH SMS M77 /8 % 3' - FRAME SILL ASSEMBLY FASTENERS ST. STEEL PH SMS M18 de X 3/4' - SWEEP LATCH FASTENERS ST. STEEL FH • • • • • • • • • • ••• • • • ••• • • 2.187t4.062 2.812 Et �2.917� 1.295 T1P. 1187--I FRAME HEAD .062 .050 1.313 T'P. 2.347 1.187 2.148 E6 JAMB STILE 1.187-•{ T .683 �- 1.308 I �12 .260--� O VENT TOP/BOTTOM RAIL i.633� .51 1135 -�{�.135 I T-- TIS-'j•� .625 .625 � L4 .625 ]_ 050 .974 � 050 974 3- 062 .974 1 EB f�-.202 L.E10 202 E11 202 GLAZING BEADS 1 163 � .188 125 ' 025 .708 b- El6 INTERLOCK STILE STIFFENER 513 1.233 125 � '�0I13 -3 L En FIX. MTG. STILE STIFFENER _165 .068 2.500 2.000 L046 ��\/ 0 1 3 Z Z n < a f 2 H M1 m O 0 W N IL Im 0 F0 � "n W �l O > M a ¢ r, M g 0 0. c c oo~oWppp o .3 N p ry w j 4 m ID Q w A f v Jo 0� 3 � e ¢ n 7, U J 8 v c~i1 cv O O p 0 n x n Vi <" N lil M 1.122 .078 1.421 078 10 M6 SPRING LOADED LATCH 1'838 T,P. p .062 1.187 �- 1.a7a 7.313 E5 INTERLOCK STILE FnP 3.310 2.685 E2 1.187-y 2.000 2.917 FRAME SILL .040 F -F 1.740 I 4-277 E78 JAMB SCREW COVER 2.049 7.407 1.167 �P 1. 374 062 312 .250 �� I� FLt.387 --=I aao M id N 308 I� --I .625 F- E14 HEAD SCREW COVER E3 SILL TRACK E8 FIXED MTG. STILE Et5 SILL RISER •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• • • • •• VO592 •i •sf,• it=uam:;•r�:�••• r`, '�E-_dA•1S 3 i 1 • _!.• • • •• -'��mo`sii•'! \\\\11/1711S1i1c���/�a�6�/��= �_ - :;rycr7 (Y 1e�� 32 •® ST OF 4(/` '•.FCORIDP,.•' �� o o > oo N N i W W � - <`•s� _ 2.857 .0457 .500 -r 625 -➢. 2.780 E12 FLUSH FRAME ADAPTER 2.814 2.313 .062 TYP. 2.977 3.141 .87 639 E4 FRAME JAMB (OPERATING) .719 2.917 .02 2.987 .050 .. 1.562 E4.1 FRAME JAMB (FIXED) 1,500 .500 �I Eta FLUSH 1.428-q .063 65 2 45 I--., I- -2.780-i FRAME ADAPTER WITH FIN ou oamn- i dfaWingo no. W 16-86] • • • • • • • • • • ••• • • • ••• • • � e � m IA � / \ C cm u O�iw� LL I j rJoWm / 91110 Malmo Q � 2 J � W 7 Z m _ O Z. FLUSH FRAME ADAPTER CORNER � N VENT TOP & BOTTOM CORNER FRAME TOP CORNER 3 3 u � z_ J J H � J W Ind Z I � Q I _ � w � G G G FM FRAME •4DAPT j CORNER • • • • • • • • • • • • \\\\111111111j1 � � ` m a • rl oluc r aevrto • • • • _ 0 = • • Isws w;w,r Flu is • • * 1 LxPAf»cUR .d pct z• • • •I=- — a FRAME BOTTOM CORNER _ r 2 •OF OF <U� drawing no. �S •. Rlo�.. G` W16-86 FIX. MTG, RAIL CORNER Man ede Pnducl C' • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 •