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WS-19-1452Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit No.: WS-06-19-1452 D r — ['—A' Permit Type: Windows/Shutters lassifrcation: Window/Door Replacement Permit Status: Approved Issue Date: 07/23/2019 1 Expiration: 01/20/2020 Parcel Number 250 NE 96TH ST, Miami Shores, FL 33138 1132060133880 Contacts Luciano Maestu Owner 250 NE 96 ST, Miami Shores, FL 33138 HOME OWNER Contractor HOME OWNER Inspection Requests: Description: 12 WINDOWS & 4 DOORS REPLACEMENT Valuation: $ 14,390.00 1305-762-4949etionR Total Sq Feet: 0.00 .J 1 Fees Amount Application Fee - Other $50.00 CCF $9.00 DBPR Fee $3.90 DCA Fee $2.60 Education Surcharge $3.00 Notary Fee $5.00 Scanning Fee $15.00 Technology Fee $6.50 Windows/Shutters Fee $210.00 Tota I : $305.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $305.00 Credit Card 07/23/2019 $305.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIL]AVA: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons ct' and zoning. Futhermore, I authorize the above named contractor to do the work stated. Owner / Applicant / Contractor / Agent July 23, Date Page 2 of 2 RECE-TOTED BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 JiUN Z 5 c.19 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201 Master Permit No.w S - Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 250 NE 96th Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -3206-013-3880 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Luciano Maestu Phone#:305.215.8113 Address:250 NE 96th Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: NONE Phone#: Email: CONTRACTOR: Company Name: ©w 1J@'tZ Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: _ Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace Description of Work: t �Z W t n % �S / L( r Specify color of color thru tile: Zip: ❑ Demolition Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ r Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ CA (Revised02/24/2014) 1 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 Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 1!5/I 4DF Signature, OWNER or AGENT The foregoing instrument was acknowledged before me this 2 S day of � , 20 t� , by . _00A.p.N0 MPE_-<_N —,who is personally known to me or who has produced t L- T�e4 VET '-A—C�� P'J5a identification and who did take an oath. NOTARY PUBLIC: Sign: 0 Print: CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: as Seal: ��P "�. SINDIA ALVAREZ Seal: `F *: MY COMMISSION k GG 238273 s. EXPIRES: September 3, 2022 Bonded Thru Notary Public Underwriters ***************************************************************************************** APPROVED BY ` Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERT'Ry' APY'RAISER Summary Report Property Information Folio: 11-3206-013-3880 Property Address: 250 NE 96 ST Miami Shores, FL 33138-2716 Owner LUCIANO MAESTU Mailing Address 250 NE 96 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SG FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,062 Sq.Ft Living Area 1,400 Sq.Ft Adjusted Area 1,716 Sq.Ft Lot Size 14,300 Sq.Ft Year Built 1953 Assessment Information Year 2019 2018 2017 Land Value $364,785 $364,785 $364,785 Building Value $77,364 $77,364 $86,291 XF Value $1,302 $1,302 Market Value $443,451 $443,451 L$452,378 Assessed Value $443,451 $443,451 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $185,368 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). (Short Legal Description I 1 5341 6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 6 & 7 BLK 29 LOT SIZE 100.000 X 143 OR 15230-1267 1091 4 Generated On : 6/25/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $0 $0 $50,000 Taxable Value $443,451 $443,451 $217,010 School Board Exemption Value $0 $0 $25,000 Taxable Value $443,451 $443,451 $242,010 City Exemption Value $0 $0 $50,000 Taxable Value $443,451 $443,451 $217,010 Regional Exemption Value $0 $0 $50,000 Taxable Value $443,451 $443,451 $217,010 Sales Information Previous OR Book- Price Qualification Description Sale Page 30660- 08/14/2017 $455,000 Qual by exam of deed 3680 27134 12/30/2009 $88,000 Affiliated parties 1887 15230- Sales which are disqualified as a result 10/01/1991 $0 1267 of examination of the deed 00000- Sales which are disqualified as a result 10/01/1989 $0 00000 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 6/25/2019 OWNER BUILDER DISCLOSURE STATEMENT NAME: Luciano Maestu DATE ADDRESS: 250 NE 96th Street, FL 33138 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 6/24/2019 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or Improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. it may not be built for sale or tease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It Is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to he done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 4 r 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial1,5�?11� 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial_ 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. 1 may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. it may not be built or substantially improved for sale or lease. If a building or residence that I have bu';t or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial ' / 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial__. 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial .�k l 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting, as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that i must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. i understand that my failure to follow these may subject to serious financial risk. Initial ,ZIq // 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I w:;l abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/ciIb/index.htmI Initial 11. t am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial_ 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial ��,c Licensed contractors are regulated by laws designed to protect the public, If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Bus.ness and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an Individual or firm is injured while working on your property, you may be held liable for damages. if you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permittin., agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of JUNK , 2Q C _ By_LC1 G AN o M 4 :s7TlJ who was personally known to me or who has Produced there License or t— L--LYas identification. SINDIA ALVAREZ NOTARY MY COMMISSION # GG 238273 P EXPIRES: September 3, 2022 F Bond . ° ' ed Thru Notary Public UndervMlers • of c� ,• — Y Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknow Signature Date L11C Print Name tl z eSVv Mark Qty. Size Description N.O.A. / Florida Approval Max. Approved Pressure Width " Height " N H WINDOWS A 1.00 ill 63 ES8000 Aluminum Window Wall System 18-0129.05 70 70 B 1.00 37 38 1/2 ES-EL150 Aluminum Single Fixed Window 17-1218.12 80 80 C 1.00 37 38 1/2 ES-EL150 Aluminum Single Fixed Window 17-1218.12 80 80 D 1.00 15 1/2 30 ES-EL100 Aluminum Single Hung Window 17-1114.07 60 80 E 1.00 74 63 ES8000 Aluminum Window Wall System 18-0129.05 70 70 F 1.00 37 63 ES-EL150 Aluminum Single Fixed Window 17-1218.12 80 80 G 1.00 37 38 1/2 ES-EL150 Aluminum Single Fixed Window 17-1218.12 80 80 H 1.00 74 501/2 ES-EL150 Aluminum Single Fixed Window 17-1218.12 72.30 72.30 1 1.00 74 50 1/2 ES-EL200 Aluminum Horizontal Roling XOX 18-0221.03 65 65 J 1.00 74 50 1/2 ES-EL200 Aluminum Horizontal Roling XOX 18-0221.03 65 65 K 1.00 74 50 1/2 ES-EL150 Aluminum Single Fixed Window 17-1218.12 80 80 L 1.00 37 38 1/2 ES-EL150 Aluminum Single Fixed Window 17-1218.12 80 80 DOORS 1 1.00 38 7/8 82 1/2 ES-EL300 Aluminum Swing Door 16-0617.03 80 80 2 1.00 34 79 1/2 ES-EL300 Aluminum Swing Door 16-0617.03 80 80 3 1.00 34 83 ES-EL300 Aluminum Swing Door 16-0617.03 80 80 4 1.00 144 83 ES-EL400 Aluminum Sliding Door XXO 16-0617.02 60 60 WIND LOADS ANALYSIS MecaWind Std v2.2.7.8 per ASCE 7-10 Deve-oped cv VrCA Enterrrises, =rc C_r;right .W..rz- _rrpi-ses.cor Da-e 7/18/2C.9 ?roject No. -- Company Name : -- Designed By -- Address 250 NE 96th St Descript'-cn Windows d door Retrofit City Miarf Dade Castomer Name -- State F.orida ?roj Location Miami Shores, Fl 33138 Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natura- Fregpercy = N/A ?lex-b'e Structure = No Importance Factor = 1.00 Rd D_rectional Factor = C.85 Alpha = 9.50 Zo = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Br, = C.65 Cc = 0.20 1 = 50C.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roo`- = 2.891566 12 Slope of Roof(Theta) = 13.55 Deg h: Mean Roof Ht = 15.00 ft Type of Roof = HIPPED RHt: Ridge Ht = 20.00 ft Eht: Eave Height = 10.00 ft CH: Roof Overhang at Eave= 2.00 ft Overhead Type = OF, W/ scffit Bldg Length Along Ridge = 61.00 ft Bldg Width Across Ridge= 79.00 ft Length of Hipped Ridge = 30.00 ft Roof Slope on Hip End = 29.74 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - S_nplified M.et:nod Gust!: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Corple-.e Ana--ysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(7.m/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+HL)/Lzm)^0.63))^0.5 = 0.90 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4-1zr..)) = 0.87 Gust Factor Suznary Not a Flexible Structure use the Lessor of Custl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GC?i : Internal Pressure Coefficien. = +/-0.18 Wind Pressure Main Wind Force Resisting System (M4FRS) - Ref Figure 27.4-1 Kh: 2.0".'(Ht/Zg)^(2/A-Dhd) = 0.85 Kht: Topographic Factor (Figure 6-4) = '.00 Qh: .OG256*(V)^2*I*Kh*Kht*Kd = 33.94 ps`- Cp."W: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 5766.88 ft^2 Redaction Factor based or. Roo-' Area = 0.80 Wind Pressure on Components and Cladding (Ch 30 Part 1) 3 All pressures shorr. are based upon ASC Cesrgn, •With a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ = 6.00 f Description Width Span Area Zone Max Win Was P Win P ft ft ft^2 GCp GCp psf pef ----------------------------------------------------------------------- Mark (A) 3.08 5.25 16.2 4 0.96 -1.06 38.80 -42.19 Mark (B 6 CI 3.08 3.21 9.9 4 1.00 -1.10 40.05 -43.45 Mark (D) 1.29 2.50 3.2 4 1.00 -1.1C 40.05 -43.45 Mark (E) 6.17 5.25 32.4 4 0.9' -1.01 36.99 -90.39 Mark (F) 3.08 5.25 16.2 5 0.96 -1.33 38.BC -51.12 Mark (G) 3.08 3.21 9.9 4 1.00 -1.10 40.05 -43.45 Mark (H 6 II 6.17 4.21 25.9 5 0.93 -1.25 37.57 -48.66 Mark (J 6 K) 6.17 4.21 25.9 5 0.93 -1.25 37.57 -48.66 Mark (LI 3.08 3.21 9.9 5 1.00 -1.4C 40.05 -53.63 Mark (11 3.24 6.88 22.3 4 0.94 -1.04 37.97 -41.36 Mark (21 2.83 6.63 18.8 4 0.95 -1.05 38.41 -41.81 Mark (3) 2.83 6.92 19.6 4 0.95 -1.05 38.30 -41.69 Mark (4) 3.17 6.92 21.9 5 0.94 -1.28 38.01 -49.55 Khcc:Comp. a Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2 •Khcc*Kht*Kd = 33.94 psf I� umraSOMPIC4msre 431F NSW a SWXSST MAAQ FL 3M& RK A"X NEl'RK PE AMPS WIND LOADS d - t ANALYSIS O M 'E 78475 SEAL A1.0 MIAWDA�E MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 l' (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wmw.miamidade.eov/economy ES Windows, LLC 3550 NW 49" Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miarni-Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). 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 AIIJ (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 revoke, modify, or suspend the use of such product or material within their jurisdiction. RE reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. , 0000 This product is approved as described herein, and has been designed to comply with t4c Flprida BQWirg Coder..... including the High Velocity Hurricane Zone. .... .' DESCRIPTION: Series "EL-150" Aluminum Single Fixed Windows - L.M.I. • • • • • • • • APPROVAL DOCUMENT: Drawing No. W16-70 Rev B, titled 14ES-EL 150 Fixed Zmiepum W�v.�(L.M.I)"- • • • •; sheets I through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, prepared 8'y."-X-arooq.0t pbratioN.... signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Covio"-Revision. st p with....' the Notice of Acceptance number and expiration date by the Miami -Dade County Product- tm4ol 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 glazingtyyes In sheet 2... ; • • • •; 2. See sheet 5 for opt;onal mulled side by side installation (.Approved impact mullion, under separa &apliroval), when the windows are mulled, lower Design Pressure may control for entire assembly. AIIJ to review such installation for tributary end load and required anchors. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, 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 # 1.6-0617.05, consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq :I. Chanda, P. E. NOA No. 17-1218.12 Expiration Date: May 18, 2022 MIAMI-DADE COUNTY . • . � „ Approval Date: February 08, 2018 Page 1 t� ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-70, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.I)", sheets 1 In through 9 of 9, dated 11/13/16, with revision A dated 05/12/17, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahhmad, RE.,. B. TESTS 1. Test reports on: 1) Air Infiltration. Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-004, dated 11/14/2016, and revised on 05/10/2017, both signed and sealed by Constantin Bortes, P.E. .... 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. • 0000 • • • • • ; • 2) Cyclic Wind Pressure Loading per FBC, TAS•203-94 •••:•. •. ...... .. . ...... along with marked -up drawings and installation diagrain of alugi� rn fixed�windovd • prepared by Blackwater Testing, Inc., Test Report No. BT--&SW-l74)I2, date$• • •': . 05/1.0/2017, signed and sealed by Constantin Bortes, P.E. 0000 • • • • • • • 41 ...... . ... 00000 C. CALCULATIONS • • • • • • • • • • • • 1. Anchor verification calculations and structural analysis, corrnp:y'g with OFBC 511 •. Edition (.20.14), dated 1. 1/16/2016 and revised on 12/21/2016. prepared iirAi Ifar0000 •••: 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 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 1.4-0916.11 issued to Kuraray America, Inc, for their "SentryGlasO, (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 IIP 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. 4kM .0 K Is aq L Chanda, P. E. Product Control Examiner NOA No. 17-.12.18.12 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 5t1' Edition (2014), and of no financial interest, dated 11/16/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Altmad, P.E. G. OTHERS 1. Distributor Agreement, dated 02/21 /17, signed by Carlos Garcia (CI Energia Solar SA) and by Evelyn Daes (ES Windows). 2. Statement letter of no financial interest, dated 11/22/2016, prepared by Black -water Testing, Inc., signed by Dennis Duffy. 3. Test. proposal # 16-1476, approved by RER, dated 12/1.6/2016. 2. New Evidence submitted. A. DRAWINGS 1. Draw-ing No. W1.6-70 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'j .t rooq • • • • • • Corporation, signed and sealed by Javad Ahmad, P.E. • • • • •. Note: This revision consist of editorial changes of FBC 17 (6"' Editioi2)'C jde comptk nce. .... • B. Test 0 1. None. •••• •• ••••• ...... .... ..... C. CALCULATIONS • .. .. .. . ...... 1. None . • • • .. .' . . . . ...... D. QUALITY ASSURANCE • • • • • • 1. Miami. Dade .Department of Regulatory and Economic Resources {UVRj. • • ; • • • •; E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6Ih Edition), dated 1.1/08/17, prepared prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises # 1.6-06.17.05, expiring 05/18/22. Isha 1. Chanda, P. E. Product Control Examiner NOA No. 17-1218.12 Expiration Date: May 18, 2022 Approval .Date: February 08, 2018 E-2 44 7/6- �I--- 44 7/8- - D.L. OPG. I -�--- D.L OPG. 6' MNL A MAX. 6' MAX. CORNERS /SILLHEAD G'EORN SILL HEAD ERS r SILL SILL r ' it rn 3 li I 13 ____ I i I I 11 I! N / II II I II — I FPLSE MUNTINSJ /��mw , B (SURFACE APPLIED} i s; o \ 6 MAY BE USED TYPICAL ELEVATION TYPICAL ELEVATION FLANGE FRAMES FLANGE FRAMES WITH FLUSH ADAPTER 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. w,�IM B•w�nr:� 'I 44 7/8- D.L. OPG. 12' 6' MAX. Al MAX. HEAD/SILL 7 HEAD CORNERS SILL 1.. %C� 1 u 11 II I. It II I: •I i II �I II I II _ eo 0 00 1 / II II it 11 I 11 li •�� 'Ir___ II it I It , It II —n _._--__,r w i mw \ 9 0o m�,l I,o B U U TYPICAL ELEVATION FLANGE FRAMES WITH RN ADAPTER DAYLITE OPENINGS: D.L.O. HEIGHT = WINDOW HEIGHT - 3.125" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE D.L.O. WIDTH = WINDOW WIDTH - 3.125" REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (BTH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE 20NE (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. _ THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ANCHORS SHALL BE CORROSION RESISTANT, SPAC2b•AS •SRONN EN EETAIA • • • • SHUTTERS ARE NOT REQUIRED. AND INSTALLED PER MANUF'S INSTRUCTIONS. SP CIFIED EMB€OMMT. t0 IAS E�*' ----- ---- MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • • • • • • 1t11111tjtj//// A LOAD DURATION INCREASE IS USED IN DESIGN•.F•AN:HOf% 111 O WOO@ OWLY.0 0 • a-1, C 7 Z t?```��`gy ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. ••yjF:•'7 GEN$�r MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH DISSIMILAR MATERIALS SHALL MEET THE IROYUCf REVISED , �\ �0° la)i.with ft F" %b ` OTHER REQUIREMENTS OF THE 2014/2017 FLORIDA STkTrDS. ce �__- .7D592 _ I�WW. JVS & ADOP1�D • n �7-ft 19.) Z THIS PRODUCT APPROVAL IS GENERIC AND [ODES NOT WROVIDE I•FORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SA*W OF TAMS PRODUCT, ADEQU•CY 27-I- • • • {�� // �• 4x; A tv OF STRUCTURE RECEIVING THIS PRODUCT AND SPALINOAROMD OPE•INO11FOR • •• N6 \�Q '. 11II 8�TA WATER INFILTRATION RESISTANCE ETC. • • • • • • • CONDITIONS NOT SHOWN IN THIS DRAWING ARL• TO 6E6ANALYZED6%^RATElY, •ClaM51 •:'<• 14►;,: O�: • • • i S�+�� ' �� AND TO BE RENEWED BY BUILDING OFFICIAL \!hn1n1111� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I bi Z %{ O� a' im 10L C'I WO OG'0mLL VCO>m O aco O0ta� QW? •t a LL p� 1 a wm k Z E � J j 4 K ui w x m M LZ 0 a N m l o Z3� fO w N nl 7 1 I I dra.;ng 9 no. W16-701 1/8• TEMP. GLASS r 5/16' AIR SPACE HEAT STREN'D GLASS I I 090" Interloyer '1 I '!l Trosifol PVB By 'Kuraray America, Inc.' I OR t .C90' Interloyer SentryGlas By Kuraray America, Inc.' I FOR t I C90" Interloyer Safe. Clear And Color Class i I By 'Eastman Chemical Co.' OR 1 .075' Interloyer ;1 Sa(lex CP With P£T Core II 1 By 'Eastman Chemical Co.' it 1 I 1 1-1/4- HS. GLASS a t i, SILICONE m z � DOW CORNING 795 DOW ICORNNG 983 DOW CORNNG INSTANT GLAZE III AT 1/4 POINTS ALL SIZES 7/8' OVERALL INSUL LAM. GLASS HEAT STREN'D. GLASS F3/16' HEAT STREN'D. GLASS FLU w ;0 Lt .090' Interloyer , .090' Interloyer Trosifol PVB Trosifol PVB tBy 'Kuroray Americo, Inc.' OR ,i , By 'Kuraray America, Inc.' OR 13 090' Interlayer 1` 090" Interloyer -SentryGlas 0 1- pmoi d of r—SentryGlas 'Kuraray t tiKuraray By u'Zj N Q al: I I By America, Inc.' America, Inc.' I1 a col 1 OR 0 -,, tntenayer , 090" Interloyer I:cr 0 W W '' Sotlex Clear And Color GI... S9101 And Color Glass By'Eastman Chemical Co.' N a Chemical Co.' ' yR O `By'Eastman 075" Intenayer 1�',Soflsx CP W1th PET Core ,'' 075' Interloyer 1t `SafleE CP With PET Core _ 0 8 N to 0 'By 'Eastman Chemical Co.' 1fy 'Eastman Chemical Co.' ', 0' O z M o v, u HEAT STREN'D. GLASS SILICONE (M2 DOW COP.NING 795 I DOW CORNING 983 m I ✓+ — 3/16' HEAT STREN'D. GLASS , SILICONE �. DOW CORNING 795 M2 , II !' DOW CORNING 483 I. 0 0 0 b N o7 O n C Z _ Q m y m LL Z I !T I DOW CORNING INSTANT GLAZE III �0 - / 'I it \ DOW CORNING INSTANT GLAZE III I rg C, J I � �-rl itlh l iQ waii � o / s J AT 1/4 POINTS ON ITES M3 WIDER THAN 36' ONLY GLASS TYPE 'A' 7/16- OVERALL LAM. GLASS w AT 1/4 POINTS ON LfTES �J WIDER THAN 36' ONLY GLOSS TYPE 'B 7/16- OVERALL LAM. GLASS 5/32" TEMP GLASS -- 5/16" AIR SPACE t' -- 5/32' HEAT S-REN'D. GLASS i 1 i 090' Interloyer Trosifo PVB By 'Kuraray America, Inc.' OR Interayer Ott � Sent!yGlos 1 IL t By Kuraray America, Inc.' OR i .090' Interloyer 'L — ScFlex Gear And Color Glass i } By 'Eastman Chemical Co.' I OR I .075' Interloyer t I '•I I Saflex CP With PET Care 1 I By 'Eastman Chemical Co.' i 5/32' HEAT STREN'O. GLASS DOW CORNING 795 CORNING 983 DOW CORNING INSTANT GLAZE III • � • h • `�• • av". 0 • • • '• fj 1POIf�"S SI t • • • • �-/ AL{. SIZES• • • • • • • • GLwfi9�_'yYj�E_IE 'I�' •• • • • • • • 7/8' OVERAL IRS`L• LAM. GLA000 SS* • • • GIAZING OPTIONS ••• • • • • ••• • • • • • • • • • • • • 000 0 0 0 800 0 6 rWDtJC T REV'Kft s aeaplyiwt c*% the PlpilO !.Adios Code } z Aoeapreeee Na E>,pindo• tore � �S�,I�{� h4arr 4W-�C7I•Mhf SPACER: 'HEUMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERMETER OF THE GLASS. SILICONE DOW CORNING 791 GE 2000 rC G 7 7017 �� }�� !4%'t jys �7tr1� TTTE OF i r 2 ' drawing no. W16-70 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES 'B', 'Ai', 'Di GLASS TYPE 'A' ADTH HEIGHT E%T.(+) 1NT.(-) EXT.(+) INT.(-) 30• 36" 42' 54" 1. 48' B0.0 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 80.0 80.0 60.0 60.0 30" 36" 42' 48" 54• 60" 54' 80.0 80.0 60.0 60.0 80.0 80.0 60.0 80.0 68.6 _ 60.0 80.0 80.0 80.0 80.0 50.0 60.0 71.1 71.1 53.3 53.3 53.3 53.3 71.1 71.1 1. 36" 42' 48' 54' 60" 60' BO.D 80.0 80.0 60.0 60.0 80.0 80.0 -80.0 80.0� 80.0 60.0 68.6 80.0 71.1 80.0 71.1 60.0 ._ 53.3 - $0.0 53.3 64.0 64A 48.0 2 30' 36" 42' 66" 43' 54 63" 80.0 80.0 60 0 80.0 80.0 I 80.0 60.0 1 80.0 80.0 80.0 600 68.6 80.0 '. 80.0 60.0 50.0 71.1 1 71.1 53.3 53.3 64.0 64.0 48.0 i 48.0 30• 36' i 42" 72' 48" 54' 60" 80.0 80.0 60.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 1 64.0 I 7i.i 64.0 53.3 48.0 53.3 48.0 30' 36" 42" 0 54" 78' 80.0 80.0 60.0 80.0 80.0 80A 50.0 - 80.0 60.0 78.0 80.0 50.0 60.0 -__60.0 68.6 60.0 71.1 71.1 53.3 53.3 30' 36' 42' 46' 54' 84° 80.0 80.0 60.0 80.0 60.0 80.0 fi0.0 76.4 80.0 80.0 80.0 60.0 68.6 80.0 60.0 60.0 53.3 71.1 71.1 53.3 30' 36" 42' 48" 90' 80.0 80.0 GOO 80.0 80.0 80.0 60.0 75.0 80.0 80.0 80.0 80.0 60.0 60.0 67.7 60.0 30' 36" 42' 48" 96• 80.0 80.0 60.0 Bo.O 80.0 I 80.0 60.0 73.8 80.0 B0.0 60.0 65.8 Boo 80.0 60.0 60.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS 'TYPES 'B', 'Ai', 'Di GLASS TYPE 'A' WIDTH HEIGHT EXT.(+) j INT.(-) EXT.(+) 1NT.(-) 30" 36" 42" 102" 80.0 80.0 60.0 80.0 50.0 80.0 60.0 72.9 80.0 80.0 60.0 64.8 30" 36" 42" 108• 80.0 i 80.0 60.0 80.0 80.0 ; 80.0 60.0 72.0 80.0 80.0 60.0 63.8 30" 36" 114• 80'0 80.0 80.0 80.0 60.0 60.0 80.0 71.3 30" 120' 36" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 70.6 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES 'B', 'Ai', 'Di' GLASS TYPE 'A' WIDTH HEIGHT Ext(+) INT.(-) EXT.(+) 1NT.(-) 19-1/8" 26-1/2, 37' 26" 48' 1 53-1/8" 8C.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 0 60.0 60.0- 80.0 - 800 8C.0 80.0 19-1/8" 26-1/2" 37• 48' 53-1/8" I (38-3/8' I 80.0 80.0 60.0 80.0 80.0T 80.0 80.0 60.0 50.0 60.0 80.0 77.8 80.0 80.0 60.0 75.0 80.o 80.0 60.0 75.0 19-1/8" 26-1/2" 37• 48" 53-1/8' I 50-5/8' 80.0 80.0 80.0 80.0 60.0 60.0� I 50.0 80.0 8G.0 60.0 60.0 77.8 80.0 80.0 60.0 1, 60D 75.9 75.9 56.9 I 56.9 19-1/8" 26-1/2' 37" 48' 53-1/6" 58" 80.0 80.0 60.0 80.9 80.0 80.0 60.0 50.0 80.0 80.0 60.0 77.8 80.0 BOD 60.0 60.0 72.3 - 72.3 54.2 54.2 37" 48' 53-t/B" 63" _80.0 80.0 B0.0 1 80.0 60.0 80.0 60.0 L 80.0 80.0 80.0 60.0 77.8 80.0 80.0 72.3 72.3 50.0 54.2�-54.2 60.0 19-1/8" 26-1/2" 37' 48• 53-1/8" ! m60.0 76' 80.0 80.0 80.0 60.0 60.0 80.0 B0.0 77.2 80.o 80.0 60.0 Soo 80.0 60.0 60 72.3 72.3 54.2 54 U w' WINDOW WINDOW I I a; wl�_ DThi d �nDTH I`` r // I t z n a y J 2z �- W ; r d 8 o iQ�o ni g L J �� W mot: OGN- 05, � WINDOW WIDTH WINDOW WIDTH 0. Z �� Qo<g w img j W C1 f H WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH v x l I F 3 e o .... Z n 1_L--. .1 a �ui o , vi X1 0 A 7 WINDOW WIDTH WINDOW w10TH WINDOW WIDTH ,� p 'd' r> n ---- --v------- --� o i z 3 J i --uj � sr - I- - ---�� Q ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WfTH.N SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. PRODUC f Rxvm FA .4 pEL7og with the Fkw;:'. Ls.mliiaE Cww Accepuxe No / /ZI °t x j Esptrwie� IY�17' W j / NOTE G(A CAPACITIES ON THIS SHEET ARE UZZ •� • tip • • • • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS). • .. • • • • • • • • ... 11111111_ 4 .2 '• ,vcE14sF ' i � � t � 3 gr • • • • • • • • • ./1 OF : •� % I drawing a_ no. , • • • • •• • • •• • • • •WIDTH ANlrltt•�TH DwAEN5KNJ5 CtR BE ORBITED \'.t�i4''•••...��. .� I W16-70 VEHDCALLY OR HORIZONTALLY AS SHOWN ABOVE. \7�/ //I, �7`inn1111 1,jlheet 3_of_9. ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 1By W000 BUCK . TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING Ei - _ I d. �I e ° TYPICALELEV. ANCHORS I ° SEE EDGE DIST. FOR SPACING V 'w o; Fr-- ------------ I (I' METAL I I MIAMI—DARE COUNTY APPROVED 11 STRUCTURE 11 MULLION & MULLION ANCHORS I' SEE SEPARATE NOA ' I Z n '� EDGE DIST. I j j I O F h• Z h QI I EDGE DIST. I I I F f 1 d C w po 0 UW TYPICAL ANCHORS `Il TYPICAL ANCHORS �; i C a r p g SEE ELEV. SEE ELEV.= Q 7 ry FOR SPACING FOR SPACING Q; Z 0 p ` Q W .2 y , WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS :MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM. TO THE BUILDING STRUCTURE. ---- TYPICAI. ANCHORS: SEE ELEV. FOR SPACING - 1/4" DIA, TAPCON BY 'ITW' (Fu=125 KSI, Fy-100 KSI) g m I 1 /4" OLA.. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSi) 3 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO 'HOOD (HEAD/SILL/JAIABS) z THRU 18Y BUCKS INTO CONC. OR MASONRY J 4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ; Q 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) I p, V DIRECTLY INTO CONCRETE OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o' Z 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) I'� VizMQD"-• �p yjY y� 1 /4" DIA TEKS OR SELF DRILLNG SCREWS (GRADE 5 CPS) f 1 Vj ,ten g a� Ae�celP�rnxCvNs f 127 NTO MIAMI-DADS COUNTY APPROVED MULLIONS J lal nj €aptrxeiw 0„Ie I Z OR _ ....I INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (' 6. �•"�-• % C.+=,K�Ty' (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ' •Ad Caat,M ALUMINUM: 1/8" THK. M1N. (6063-T5 MIN.) p 1� STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLA'ED OR PAINTED) ' c� TYPICAL EDGE DISTANCE 21 ; ai INTO CONCRETE AND MASONRY = 2" MN. 3 INTO WOOD STRUCTURE = 1" MIN. �g � INTO METAL STRUCTURE = 3/4" MIN, WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. IT • • • • • • • fONC AT HEAD, SILL OR JAMBS Yc - 3000 PSI MIN. • • • • • • • FIOLLOW/FILLED BLOCK AT JAMBS Pm - 20DO PSI MIN. _ 8 - • -ry • • • • • • • • 1 tit I` � ° < z Y 1 r • • • • • • • • `_ i a °BY BUCK • • • • • • •' �� • •- • •• • • •• • • ??� iTI� drawing n°. SEE Hb • • • • • • • �i� tssJ• •..t�iL� G��'i� `(1 V—%O FOR SPACING Shen ¢ °f 9 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SHIM SHIMS 1/4" MAX. SHIMS 0 TYPfCAL ANCHORS TYPICAL ANCHORS 0 SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING mI it 00) zo Zmi EXTERIOR I By D.LOPG. WOOD BUCKS WINDOW WIDTH WOOD B UC L TYPICAL ANCHORS SEE ELEV FOR SPACING AFPROVED MULLION-1 SHIM SEE SEPARATE NOA r TYICAL ANC4ORS 0 z -SEE ELEV. FOR SPACING Ld Lu TfPICAL ANCHORS C.4"W STRUCTURE rm— SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH .00 00 ctf- T4F ° ° ° °° ° °°° ° ° N, EOGE DIST. �uMETAL p i MIAL11—DAOE COUNTY APPROVED _ !STRUCTURE MULLION & MUWON ANCHORS p 3� > > p EDGE DIST. / SEE SEPARATE NOA �• a ' 0 OWN`^ i d W I:! E5 _ E51 0851. ao�� ALT. I I O LL' p 00 N H p TYPICAL ANCHORS TYPICAL ANCHORS ! TYPICAL ANCHORS Z SEE ELEV. �I SEE ELEV.= SEE ELEV.J MtODUCFfiEY15P.o Q W t•nphltq mitt lk Fi•[aH. in a o FOR SPACING FOR SPACING FOR SPACING ? n os I O E bwldieg Cod. •^�J J z 3 Ax<ptaot<NO "1 •�G- Q W 01 E H Jj nI o 3 f o Z J w = O a a 1 /4' MAX La 3 � � o F' S.aMS ��` I'X" M n ALT. o Z 3 J e TYPICAL ANCHORS 3 Z o SEE ELEV., w I FOR SPACNG I� N < J W =J a° i Vi V u� TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH ALT. � q -. • • •• • • • • •-�� ( 7 YY I E5 �h •• •• • • • • ••• •• /YI��Iw 9— s INSTALLATI.ON DETAILS WITH LUSH FRAME ADAPTERS � !� 1\ 70592 SEE SHEETS 4 d, 5 FOR jAIDOW D ATL • • j o_�uL .. ° • .—� J� • • • • �•• •• • �•• • • PTA T OF `��l�� drawing no.' EDGE GIST. sheet 6 oT ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTRATIVE DTLS. ONLY EXT, OR INT. FINISHES NOT BY E.S. WOW. C (A ALT. i ! ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. #10 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 010 WOOD SCREWS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD IV TYPICAL ANCHORS SEE ELEV. FOR SPACING ��J ALT. 110 TE-KS/SELF DRrLLING SCREWS AT 6 FROM ENDS / AND 12 O.C. MAX. EXTERIOR •• ••• • • • • • •• . ............ .. . . . . ... . INSTALLATION DETAILS IVITH. YIN FRAME AD. • APT SEE SHEETS 4 R 5 FOR NIINDOW • • • • • •• DEiWL* • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • pmouC F gEVIsf�O r euePll'ie: •" +" Fixirs I.mdim 1'riI AlPrao.ar. I ^f2E Z is1�.-� �.�✓ tA, �.— 71 �trrA OF (yam drawings no. W16-70 r 2.917 Lm!lImi l w' r T—{— e 050 .977 Z n 1.562 L. 719 0 q m I a. - .062 - - - y —t.ta7 �I O wn`iu a�I�u �E1 FRAME 0 W h �m 040 -- a < g' .277 Q��C T'szOJ W : 12 h r--1.670 w N : " Of JZIDaw E2 FRAME SCREW COVER Q w A f r 2.857 L,. T-.045 31i snn 625 0 z z: ', E5 FLUSH FRAME ADAPTER 0 1r',• J' J W a cr 1.428^� (n to Q u � o ° 1.500 .063 Z 3 3 Z v .500 .625 w Li i T— - .045 - `�� r - - F---2.780- - 1, FLUSH FRAIAE ADAPTER WITH FIN MODUC F 4iNl6RoF .t o�5' z b�gdivRG+' fZi of Lyte.�r Ifoi� zj j ci W n - •• ••• • • • • • •• jO�jp= • • • • • • • • • _z j1 7 art? *so so ,.633 - .519- A35 �• , F \� �! ,t a, r 70692 .050 L-�—I i— •• ••• • ••• • _ o .625 O50 974 .825 1,\1�,050 .9174 625 _ ...062 .974 • • • • • • • • • I '�, _,/� 1 �_ J • • • • • • • • • • • • • .("y 9fiA OF E �.202 lE4 `.202 • • • : • • • • • • • • • • \\ '1.0�•'�� ••• • CE") -.. v GLAZING BEADS \ � ~ \417j �®NAt't ��`` `shy of 9� ITEM � PART ¢ REQD. DESCRIPTION MATERIAL MAYF./SCPPL¢R/REfiARiCS EFL ES-ELt51 1 FRAME 6063-T6 - F2 ES-EL152 AS REOD. FRAME SCREW COVER 6063-T6 - E3 ES-EL109 AS ROD. GLAZING BEAD (5/i6' LAM. CLASS) 6063-T6 - E4 ES ES-EL111 ES-EL112 AS ROD. AS REOD. GLAZING BEAD (INSUL LAM. GLASS) 8083-T6 FLUSH FRAME ADAPTER 6083-T6 - - E6 ES-E1175 AS RE00. FLUSH FRAME ADAPTER WITH FIN j 6063-T6 - E7 ES-EL110 AS ROD. GLAZING BEAD (7/i6' LAM. GLASS) ! 6063-T6 - Mt /8 % t" - FRAME tiSEMBLY FASTENERS 5T. STEEL ( PH SMS M2 ES-SOOBA AS REOD. GLAZING BEAD BULB SILICONE D—UROMEiER_ 6U35 SHORE A M3 80-772A 2/ LITEUTE SETTING BLOCK AT 1/4 POINTS (LAM. GLASS) SILICONE i OUROMETER e0t5 SHORE A DUROMETER BOtS SHORE A M4 EL100-fi01 2/ LITEL1TE SETTING BLOCK AT 1/4 POINTS (INSUL LAM. GLASS) SILICONE MS /a % 1' - FLUSH/FlN FRAME ADAPTER ASSEMBLY FASTENERS ST. STEEL FH SMS • • • • • • • • • • ••• • • • ••• • • In LOB A 14 U. WELDED JOINTS FLUSH FRAME ADAPTER C Eff.9 RECT, OR SQUARE WINDOWS CIRCULAR WINQQW� FIN FRAME ADAPTER CORNE ATI no heat of I M IAM 1•D ADE MIAMI—DARE COUNTY ► .PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.p_ov/economv ES Windows, LLC 3550 NTNV 49'h Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) rese ry,e•tkeright to have this product or material tested for quality assurance purposes. If this proQuct•b; materl8i falls to • • • • • • perform in the accepted manner, the manufacturer will incur the expense of such teslhtg'dnd thgoAlff.may •, immediately revoke, modify, or suspend the use of such product or material within'their�urisdicdc h. RER """ reserves the right to revoke this acceptance, if it is determined by Miami -Dade �Nef' Product Control :....: Section that this product or material fails to meet. the requirerrlerrts of the applicable tqLcc Vg code: • �� • • �• • • This product is approved as described herein, and has been designed to comply wi"t►1-Florida $uijding ••;••• Code, including the High Velocity Hurricane Zone. ..'..' '..' ...... DESCRIPTION: Series "EL-100" Aluminum Single Hung Window - L.M.I. ; • APPROVAL DOCUMENT: Drawuig No. W16-57, titled "ES-EL100 Alum Sing{ Hui►g Wd tiq*`e1.Iy% sheets I through 10 of 10, dated 07/13/16, with revision B dated 09/26/17, pxoparr:d by.Al.]Warooq ;..•.; Corporation, signed and sealed by Javad Ahmad, P.F,., bearing the Miami -Dade County ProduJantrol Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small. Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, BARRANQUII:.LA, 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. ADVF.RTISEMF;NT: 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# 16-0510.22 and consists of this page I and evidence pages E--1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-1114.07 c Expiration Date: May 04, 2022 Approval Date: January 18, 2018 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 916-0510.22 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W 16-57, titled "ES -EL 100 Alum Single Hung Wdw. (L.M.1)", sheets 1 through 10 of 10, dated 07/13/16, with revision A dated 04/21/17, prepared by Al— Farooq Corporation, signed and sealed by Javad Ah.mad, 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) Large Missile Impact Test per FBC, TAS 20 t -94 000000 5) Cyclic Wind Pressure Loading per FBC, TAS 201-94 "" "• •; • 6) Forced Entry Test, per FBC 241 1.3 2.1., and•T% .*202-9� • • • along with marked -up drawings and installation diagram of.:rlJ"num single hung window, prepared by Blackwater Testing, Inc., Test Report ?iea BT-Fff-17-01$,*• •: dated 03131/17, signed and sealed by Constantin Bortes, P.E. • •' • • • • •: • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 00 • �: : •: •' 2) Uniform Static Air Pressure Test, Loading pi ri;. F �C TAS 2q2--94 � • 3) Water Resistance Test, per FBC,TAS 207_ � 4 0000% 4) Large Missile Impact Test per FBC, TAS 201-�4• ;•�•�; 5)'Cyclic Wind Pressure Loading per FBC, TAS'203-94 6) Forced Entry Test, Test per FBC 24t 1 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Architectural Testing, Inc., Test Reports No. F9504.01-450-1.8, dated 04/06/17 and revised on 04/25/17, signed and sealed by Justin P. McDonald, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 04/12/17 and revised on 04/21/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, Y.E. 2. Glazing complies with ASTM. E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-1114.07 Expiration Date: May 04, 2022 Approval Date: January 18, 2018 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol*) Ultraclear, Clear, and Color PVB Glass Interlayer" dated 01/1.9/17, 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 I I/11/18. 4. Notice of Acceptance No. 1.4-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, jxpitiilg on 04/14/18. •••• •••••• ...... .. . ...... F. STATEMENTS ...:.. . 1. Statement letter of conformance, complying with FBC 51h EZoa�(2014�-arid of n:" financial interest, dated April 6, 2017, prepared by Al-Farooq COtlJoratiort, sided and•; • • sealed by Javad Ahmad, P.F. """ ' "' ""' .. .. .. . ...... G. OTHERS ' ' . . . . .. .... 1. Distributor Agreement, dated 02/21/1.7, signed by Carlos Gprcj P JC1 Anergia Solaf. SA) and by .Evelyn Daes (ES Windows). " ' : .". ' 2. Test proposal 9 16-0651-B, approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawina No. W16-57, titled "ES-EL100 Alum Single Hung Wdw. (L.M.I)", sheets 1 through 10 of 1.0, dated 07/13/.1.6, with revision B dated 09/26/1.7, prepared by Al— Farooq Corporation, signed and scaled by Javacl Aunad, P.E. B. TESTS 1. None. C. CALCUL:ATIONS 1. None. E-2 ,urge M. Plaseucia, P. E. Prod'u'et Control knit Supervisor NOA No. 17-1114.07 :Expiration Date: May 04, 2022 Approval Date: January 18, 2018 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITYASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL. CERTIFICATIONS L Notice of Acceptance -No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 1.2/29/17, expiring on. 07/04/23. 2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Company (NIA) for their "Saflex HP Clear or Color Glass .Interlayers" dated 09/07/17, expiring on 04/14/18. ,••••� . . .... ...... F. STATEMENTS • • • • 1. Statement letter of conformance to FBC 5"' Edition (201Q...:i, FBC P; tditioji (2017), dated 09/25/17, prepared by Al-Farooq Corporatio pcigned amd•saaled tr"": Javad Ahmad, P.E. • • • • • • • • • • ...... . V: ..... .. .. .. . ...... G. OTHERS ...... 1. This NOA revises NOA # 16-0510.22, expiring on 05/04,12021 ' : . . **fee* of . . •• • *606 J�Kge M. Plasencia, P. E. Produyecontrol Unit Supervisor NOA No. 17-1114.07 Expiration Date: May 04, 2022 Approval Date: January 18, 2018 E-3 /8' TEMP. GLASS 3/8" AIR SPACE 7-1/8" HEAT STREN'D. CLA55 1/8' HEAT STREN'D. GLASS , \` ' 1/8' HEAT STREN'D. GLASS .090' Icterloyer .090' intericyer -090" intedayer Tros..1 PVB ' Tresifol PVB ` ` , Trosifol PVB By 'Karoray America, Inc.' 1 By 'Kureray A—rc., Inc.' 1 ( i 9y 'Kuraray Ameri<c, Inc.' on ' OR 1 OR .090" Irdeicyer � .090- Interlaycr 1 .C90' InteHayer SentryOw t S-byClas ( ' Sent.-yGurlas By Ku. -vy Americo, Inc: •{ By K�raray America, Inc.' i-OR By Ko-ay America, Inc.' , ` 7CR i rOR .OSG' Irate -foyer Scflex Clear And Color Glass y I .a9G' Irtenayer i I So . Clear And Color Class .OSO' nt-ay.r ! Safiex Clear And Cclor Class �{ 11 By 'E<stman Chemicol Co.' } By 'Eas'rn- C`temicai Co., ( i By 'Eastman Chemical Co. { I CR OR { 075' Interloyer { A75' Irtse,.yerIr.terlayx I Saflex CP WSLh PET Care '{ 'Eastman ex 1 1 SoflCP With PE' Care { 'Eastman `, 1` Saflex CP With PET Car_ By 'Eastman Chem!-! Co: ,By Chemical Co.' 1 r-1/8' HEAT STREN'D. GLASS .' 1 W Cherricai Co.' i ' ' { -t/4' HST "! EN'D. GLASS L� i i 8- HEAT STREN'D. CLASS .� •i r1/ I SICCGIJE DOW CORNING 795 i DOW CCOORRNININNG n: i 1 { SUCONE tttt ` t DOW COFN.NG 7E5 N3 i I� 1 1 ` r SILICONE j } LGN CORNING ?95 W 33 9r I DOW CORNING 2800 I CGWC2400 ORNNG2400 LI [ (OHCOWT I r1\ (riCr MELT) �\ u 3 A- 1/4 POINTS ON UTES L i WIDER T.WV,[ 35. ONLY GUS$ TYPE '1' 5/16" OVERALL LAM. GLASS ES—EL100 ALUMINUM SINGLE, FIL_FVG_IFIDO1 SEE SHEETS 2 .AND 3 FOR DESIGN LOAD CAP.AC.?Y APPROVAL Ac-LIES TO SING-E UN•TS CP SIDE BY SDE COMSINAT-ONS OF S.N./S.H OR S;NG!E HUNG Wr,H CTriER WINDOW TYPES IN MODULES OF TNO OR MORE WINDCV•'S JSING MLAMI-DACE COUNTY APPROVED MULLIONS IN BETWZEN, LOWER OES;GN PRESSURE FROM 'WINDOWS CP. MULLION AP?ROVAL WILL APPLY '0 EN-TRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WTH THE REOUIREVENTS OF THE 2014 (STH EDfnON)/2017 (STH EDi?ION) P OP.IDA BUILDING CODE INCLUDINC HIGH VELOCITY HURRICANE ZONE (HVHZ). !By OR 23" WOCD BUCKS & BUC< FA-STNERS BY CTI!ERS, MIST BE DESIGNED AND INS -AILED AOEOUA-a— TO TRANSFER APPLIED PRODU;;T LOADS TO THE BU!LOING STRUCT'v'RE. ANCHORS SHA` BE CORROSION PESISTAIT, SPACED AS SHOWN ON DE -AILS AND INS.ALLED F: MANUF'5 INSZl:=IIONS. SPS T'It E.i&`_Dti:?!T TC BASE MATERIAL S'-tALL 3E BEYOND WALL CRESS;NG OR ST,,=. A LOAD DURA::"ION INCREASE IS USED DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/ME-AL SCREWS, THAT COME INTO GONTAf-: WITH OTHER DISSIMILAR MATP'ALS SHALL MEET THE REQUIREMENTS CF THE 2014/ 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. .HIS PRCOUCT APPROVAL 15 GENERIC ANO DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PMECT, ' e. LIFE SAFME OF THIS PRODUCT, ADEOUACY OF STRUCTURE RECMING THIS PRODUCT AND SEA;JNG AROUND OPENING FOR WATER INRLTRATION f?M5 ANCE ETC. CONDI71IDNS NOT SHOWN IN THIS OP.AWING ARE TO BE ANALYZED SEPARATELY. AND 70 BE REVIENED BY BUILD,NG OFFICIAL .47 WIDER THAN 36' ONLY GLASS TYPE '2' 7/16- ^.ERALL LAM. GLASS 3��, / M4 AT 1/4 POINTS AL- 51ZLS GLASS TYPE '1i' C!'ER—' INSUL LAM. CLAS'.. G—L-ZRqG CPTiO\S 1/8' TEMP. GLASS �. `� '^ �5/16" AIR SPACE `� 1 ; 1/8" HEAT STREN'D. CLASS z� .090' !nteriaysr n • I a, Tresifol P`03 ' I By Kuroroy America, Inc.'OR i LC a 090 ,'ids yermeri a d �-- S; Uo ,{ Sen:. cs pJ i By 'Kxarcy America, Inc.' GR I Cc a - it F.OSO" Inter!ayer O tt y r Seflex Clear And Cabr Gass 1 By 'East,— Cl,—co! Co.' p �a¢o:� o i 1 075" Intcrayer I. p $ Sofiex CP With PET Core O n y 2 I I By 'Eastrcn Chem!csf Co.' r Z O a' Q o u. to HEAT S'REN'D. CLASS lL Z o n SILCONE J pat Q Zo - 2 i OCV! DCW .AR. NG 795 Q w o f I3 j I / DOW IXMN NG 24C0 1 y 1 I ?\ (. ,OT MELT) 1 �Z /4 POINTS ; !y Ji M41 T ': I "�' J W i ALL SIZES z s N ink CSS TYPE '2i' ! m . 30 rn � r 7/8" CVERNI INSJL LAW. GLASS i c 0 1 rr; _Z 3 f3 1J 3z-ol < t11 M z 5Z16" S 3/8_e'La SPACE CONSISTING OF: �,^,J -PAC 'HEL!MA' LOW PROFILE ALUMINUM SPACER. I BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS i,- PEPIME7ER SEALANT: $ R! I SILICONE COW CORNING 791 CE 2000I'I •• ••• • • • • • •• • •• •• ••• • • •• • • • ••• • • • •• PRODUCT REVISED as eomplyt''nngg with the Florida Building Code • • • • • • • • • NOA-No• 17-1114.07 • • E4irAont•te 05/0412022 • • • • • • THESE WINDOWS ARE RAir.D FOR 1AT?1!�•+4 SMAa.•IdISSILE•IU `.CT* • Ii7�mi.�7� Product Conval SK!UTTEP.S ARE NOT" P.E:JIP,FD. • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �gP(3•i;�d'�� ' 1cENaf 1••. ATS CF 17i��1I drawing no.� ns;_.oatol+L / W16-57 i CORNERS 53 1/8' WINDOW WIO•H 47 1/2' ._-0-1.0 (Frt. LITE) 27"MAX HEAD AD A I Ilf / II // II (k) +_ 47 1/2' D.L_O. (VENT! I 5C 1/z' VQTT WiO.I�.. ' iYPiCAL ELEVATION EQUAL LI ES :'LANrE FRAMES NOTE: GLASS CAPACITIES ON THIS SHEET A.RE BASED ON A.STM E1300--09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STA,EJJEN? CCAC5-DEC-219 FALSE MU-NS -(SURFACE AlPUED) MAY BE !SED 6' MAX. HEAD CORNERS 6 Iti _ �I= z _r 3 - I W 0 U 53 1 /8- IDOW WIDTH I 53 1 EC'N 14- r I' �r--- p SILL 50 • ? I I 50 1/3' V�Ti Y'IDTH VENT V7!D':H TYPICAL EL_FVATIQN TYTICAL ELEVATION EQLAL UTES EQUAL L,`TES FLANGE -FRAMES 'Nl H FLUSH AO^aTER FIANCE FRAMES WITH FN A]AFTEF. MAX;MUU CESIGN LOAD RATNG = + 60,0 PSF (FOR SZES SHOWN ADOVE CR SMALLER) - 80.0 PSF STD. FP.AME SILL MAXIMUM DESIGN LOAD RATING = + 80.0 PSF 1 (F^.�R SIZES SHOWY A--O'rE CR SMALLER) - 80.0 PSF I Hi-R;SE F -LKE SIl:. • • FOR A_TERNATE 312E UN.A Mlit :Fti AMr .4��(� • N.- TO EXCEED TESTED *RIME ARE�e: 2R•J�, •• ••• •• • • • •• PRODUCT REVISED as —Vtyl.g with the Florida B.Ildiag . .. ... . ... . N%A-No. 17-1114.07 • • on Date /04/2022 • • • • • • • •xpiRati • • • • • • • • • • ey • --, ••• ••• �ji-Da r ct ontml •• ••• ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z m I } f'�Op`p OUI IL R wok �Qio�q°Hq N N 0 C WG�C r1 T JU I� 1 a 9 31 0l Xlpi �zI -j I 7o � I a o C:, 7 I,Z3��i 7j zipI o, Vic ul w,w �<, =) Ji .. l -,_j '• STAT"E OF �3[y `j I drewing no. F •f?ax1Dr.•r,�i ; W16-57 J+p;111U1 -,1 2cf 10' 53 1/8' 40OW YAI 47 1 /2' 21' MAX. CORNERS i li r r v it j IZ I 11 ;I T- f _ • 4� �t� al.z�� I�Z= l�-1 IZN \ W..� \�� • �4. � I. L� i 1_ lcZ 1/2 U.LO. (VENT 50 1/8- '+ACTH TYPICAL ELEVATION UNEQUAL UTES (ORIEL TYPE) FLANE FRAMES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 DEC--219 FALSE ML'NTINS (SURFACE APPLIED) MAY BE USED 53 1 V MAX. 'EAD/gLi CORNERS 14' I I I. 14- 0 I e MAX. p I SILL 50 TYPICAL ELEVATION TYPICAL ELEVA.PON UNEQUAL UTti3 (ORIEL TYPE) UNEQUAL LTTES (ORIEL TYPE) FIANCE FRWLS Wf?i FLUSH .A' -AFTER FLANGE FRAVS WFiH FIN ADAPTER MAXIMUM DESIGN LOAD RATING = +00.0 PSF (FOR SIZES SHPNN AOOVE CS, =MN 'R) — 80.0 PSF IfI STD. F•WME SILL _ M3 XIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR S:ZES srOWN A20YE CR SMALLER) - 30.0 PS= El-RME MME SILL CPERAMNG VENTS CAN E0 1/2 TO 1/70F4M 1N•.^'W lE1W • • • WAX. O-L OPG. FCR FLX29 LF1E Nor Ti) IXCE110015.0 SON Flo • • FOR ALTERNATE SIZE tiNfTS •WiX_ FRAA AF- cy Y/I�GO • • • • NGT TO IXCF� TESTED J1it/_ P FAOQJ 2 •.0. rI• R �s-1 ZB' `C'I6Fr�. PRODUCT REVISED as com it�gwith the Florida Building ode HOA-No. 17-1114.07 •• ••• • ••• • • • • • • • • • • EfpFntlo.Date05104/2022 • • • • • • • • • W.M-O.". -Met Control • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • � J N I � I iit •—_- ILK �IaR tj N•NNcv Q t 0 M 1 Z Q� 3z 7 W W � 1 I U-1 ' II / A?z OP Gy� fro-xl,�q� no. .ORt^vP.•' G'Ji w 1 BUCK 'HOOD BUCH� TYP CAL ANCHCPS SEE ELEV. FOR SPACING LIST. Fr ----- / r METAL I I MIAUI-DALE COUNTY APPROVED 1' L �......._......... 1O EDGE SiRUCTJR`e j l idtJLJCN h MALICN ANCHORS I' r GIST. 11 SEE SEPARATE NOA I t { Z n I Ex� as_ i O_ r (1 EDGE C15f. 1 F W J� • � I a:� � IO�mm LL � C>� TYPICAL ANCHORS It TYPICAL ANCHORS, O c ' SEE ,EJ. SEE EEV.- Q a1 g Fc^OR SPACING FOR SPACNG Q' 0 V, 0 n Q W S W a HOOD BUCKS AND METAL SLRUCTURE NOT EY ES. WINDOWS z a° C J MUST SUSTAIN LOADS 1WROSED BY GAZING SYSSEM AND TRAYSFER THEM TO THE BUILDING STRJCTURE. 1 I 1YEEPHOLES: T`IPIC_4L ANCHOES: SEE ELEv. FOR sPAGTJG n W- = 1-3/8X 1/4" W'_EPHCLES AT 4- FROM EACH END 1 /a' DIA. ULTRACON BY 'ELCO' (F-117 KSI, Fr-!M KSI) TYPICAL SEE E ELEV. FOR SPACING � • ° \INN ♦. .D. / - a { INTO 2BY WOOD BUCKS CR WOOD STRUCTURE'S ' �I �1 o 1-1/2" MIN. PENETRA ON INTO WOOD (I-1EAD/,;A.'.1BS) THRU 1B" BUCKS !NTO CONC. OR BLOCKS 1-1; 4" MIN. EMPED INTO CONCRETE ?HEAD/JAMBS) I J! J W ` MIN. EMBED INTO BLOCKS (JAMBS; �. DIREC LY INTO CONCRETE OR BLOCKS !' N v < o 1-1/4" MiN. EMBED INTO CONCRETE (HEAD/JAMBS) �'yIO r•)'�'{ EMBED INTO BLOCKS (JAMMBS) 1 /4' 01. TEKS OR SELF DRIWNG SCREWS (GRADE = CRS) INTO MAAMI-D.ADE COUNTY AFPROVEC MULLJOHSME OR LLi IN-0 METAL STRLICT'JRES (HEAD/JA.M36) l J i (3) THREADS MiN. PENETRATION 6EY00 SUBSTRATE -{ -T ALUMINLM: 1/8" THK, M N (6063T`' NI NW) 1 1 STEEL i /8' TH.K. MIN (z y = 36 KS M N.) I { (STE-L IN CONTACT WI14 ALUMINUM TO BE P.ATM DR PAINTED) 1 t INTO CONCRETE A D MASONRY = 2-1 j 2" MIN. IN:O WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMES SG - 0,55 MIN. I V CONCRETE AT HEAD, SILL OR JAMES t'c = 3000 PSI WN. Iris I - ---.: .i . 7ii . C-BO HICCLI OWIR I I- Bl7CK AT JAMBS rm. = 2i 00 PSI MIN. . . .. -;� gl oxTi-I h I j •sR • a IT 411— i' • • • • • PRODUCT REVISED as complying with the Florida �� JQp, 70533 Building Code "• N•OA-No. 17-1114.07 I{ II • • • • `• • \\ • • • • • •ExWraUon Date 05l04/2022 ��._ 41- • • • • /� _� ��„' STATE OF 1p� ��i� :drawing n1 W16-57) • • 4WD BUCK • ! • • •Mi ad duct Contra s� •.•.. �Jh 111IttN ,sheet 4 of h J ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • @j- FOP. SPACING \J / I f I t' uAY. Sr.�M F; ANCHORS axv. SFACJ P:0 r . I' u 4UCP! EAl J �� ,.•EJ MMM-DALE CCUNi' APPROVE) ML;u ION SEE SE?ARA>c NOA W..NOOW 1M3" 1/i MAX. -I , .. '7F;CAl PNfi-ORS ,i—SE: ELEV. fK 1 i/sy / •gip �� •.. • • • • EXTERIOR •f '• • �.r• •' • • •• 15Y J - • .i� a :.� PRODUCT REVISED woor BUCKS - v 1 as complyying with the Florida Buliding Code WINDOW wlm+. •_a- � --_'-_ - ( • Noa-no. 17.1114.07 • • • • • • • • 1-tion Oat g l0412022 • • • • • • • • • .1M • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • -UJIW, �I rZ p_m 3 Qa s � of Izoo�,� 0 j N IY u , 0 1 1O I'n v o�» �o pioo.° °groa�' K Z J q II Q� I 1 m I -------. .. a' - I it 91 Ill v �z I W � Z � MlCAL ANCHORS SE EL£J. FOR SPACNG Kow w,c� I Ty 7 p n i II �r. r _i Wt 6-57 ' > • ` METAL 1"%(1-OA0E COUN?Y APPROVED 1 EDGE OAT. MUWON h MULLION ANCHORS iv IV -Si RIJC�JRE SE:c E'rARA:E NG1 EDG' CISi. ALT, TYPICAL ANCHORS tYF!CAL ANCHORS� TYPICAL ANCHORS 1, SEE ELEV. SEE ELEV SEE ELEV. % FOR SPACING FOR SPACING FOR bPAGNG i i i 4 ;/4" W.A. 3 r- 8 sri�las is Y 1. TYPICAL A.rHORS Ss ELEV -•� . FOR SPACING I T AL:. 1 1 � I I; - t w'Noci� vnDi}i iNSTIUATION DFTAM.j Wilt; r'A9H FP.AM! IAI&'LER SEE SHHETiS 4 & S FOR WINDOW DETAiS PRODUCT REVISED as complying with the Florida Sullding Code • • • • • • • • NOA-No. 17-1114.07 000 • • • • • • • • Expiration Date_O510412022 • • • • • • • • • 8if - ——`� • • 666 • • • jllia i-Dad roduct Control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • yam:.....: oJlgJ�lu 1 STATE OF �'/ yr, .FZDRiDR•'�° �j 1 W16-57, l\\\ 8hll 9; (j Oi 10� 'EANCHORS !LLl1STRATNE OTLS. ONLY SEEE ELEV. L I EXT. OR MT. FINISHES •FOR SFAC',NG ip NOT BY E.S. riCW. C z Z n 3 �:• 7"ICAL ANCHORS: SEE EUW. FOR SPACING \ _1 WOOD SCREW WOOD SC3EWSWOOD SC EWS (cwoE z cRs) X 0 o gj INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 10 L..--- ---- 1 1-1/2' MIN. PENETRATION INTO WOOD oezm$ o' 110 TEKS/SELF CRI.LLINC SCREWS -AT 6 FfCM ENDS � JL m Q J .AND 12 O.C. MAX. z _ rJ- i Q W G F 1/4, MAx. GAP { Z f1 _( JI'JW U. ALT. o-w o \ I ( �?� uz1 Ef0 ir7(5 SELF OPILL!NG SCR_WS EN ( wl • n - AT "fROM CS I v? I o / ; 7 Q --'�'' AND 12 D.C. MAX. ; r s y10 TEKS/SELF ORIL' ING SCRE'A5 ' ^AT 6 'CM ENDS TlPKAL ANCHOS-�--� EE E�••I. RTOR C. AND 12 O.MAX. SEE. .o FOR SaAC!NrC WINDJW W3JTH i _w ALT 5 5 �_ . i, • • • • • • • • • `E1111111!(rt/� �l.E; 1_' L j LNSTaLL4TION DTT_4IL.-FP[H PL•3 FIOAM�•AJe1rTbP. ' 1 SEE SHEETS 4 k 5 FOR, W nJOW D7A!f.5 PRODUCT REVISED z i Ia as comptying with the Florida , c> BuBdirtg Code 1 • <S : S7' v it a �I •• ••• • ••• • •NOA-No. 17-1114.07 1.�J \j • • • • • • • • • f • • • • • • • • fgsPlration Date104/2022 IS.,F '• STATE Y,.CA' ANCHORS • • • \^ =57 1 FROSPAaNG • •Idla Product control '.qj ty(�il!L �t�• ll/llll„t shell, 7 otl0i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V e� h I m 0 ~ H w j.� 2�:a �I a6 SyjU �0 t n O`2�M O 01c? j ONyzA a iaLL��N Y.2W-aai Jana �I Q y�f �Mi i t zl _ UPI zl jN IUSN a n. NMJ w Z 3 W 'Vim<_ iI 7� 0 (N3jrl it 3;y( O C;al 4W(3 o �ll { ••• • • • • • •• ' IaImI • • • • • • c • s o als • • • • • • • • • • • • • • • • • • PD ......... •• ••• •• • • • •• 4 •' PRODUCT REVISED as complying with the Pforida '! 7 Buildin coda NOA-No. 17-1114.07 a I; a • • • • • • • • • • : • • • rapption Date 05/04/2022 l ; .J' j;J 1 • • • • ,� '�. �' J SATE OF • • • • • i+y °�' Product C-H-1 , / ; Vt l 0-57 rulultt 6heet$oft0j TTF.'d � ! PAST � liEQD. DESCCJPTTCN M�TERIS?. \LLh`i./SCPP7.73R/R83idR[GS El � ES-R7G'A 1 :RAJAS HEAD- E2 S-11C2 FRAME SILL (STANDARD) FRAME SILL rHl-RISE) 6063-T6 - E3 � ES-E 1C3 6083-T6 - E4 ES-0.104 2 F.AAtE JAMB 60G3-T6 f5 ES-EL705 1 �Fi. r' TOP RAIL ----- 1 6063-T6 ! - EE i ES-fL'.06 t 2 VENT BOOM PAL- E7 � ES-EL7 G7 VENT SIDE RAIL Ee j ES-fL103t I 1 lXEO M'G. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -•-1295— I • ` — -2.9/7 TYR L� 1.552 Z.050 iiJI—T .779 1 r.C62 .500 ? .625 Z n O 'al .6+5 1.16? � 2917 i 7.1E7 2.78C E�i12 FLUSH FRAME ADAPTER I F , Q f ? N a w NN ` m I I I IUD 4 _ JI FRAME FIEAD f 1.428-1 1.500 L I O G H I 0 p cu .ni � C 2 n p d a 0 Q a O a Z e 2.,E7 --� �—2.E12— E FRAME JAM3 00 -- .5�'0 1� 1RP 623 Q w 0a, _ n Z f 3.147--e � J '<.043 1374 I L1 ! .( I i I � 045 r 1 Q W O f F u 'lX. MEETING RA'L 06"< �I 2.313 .875 _076 780 —^y FRAME ADAPiFP. WITH RN I I 3 I�IytI n� ' ='Icy � I c h-1.47.4—.�I I i 29n-- •-� FRAME SILL (STANDARD) ^OSv —1 7.313 c� 3.1 a•—_ ��13 � �n .e62 �i J —i t.76? I c62 I i , 68E 3.184 V I w I uj Q lil S es VENT TOP RAIL 1-Lt4—�� .875 ,c�� C78- i— I —2_i471 2 4s lu T— 1 1.313 U FRAME SILL (HI —RISE) s a if.277 _ Dw I-F (� 427 ✓- VENT EsO TOM R, JL �� .� HEAD SCREW COVER • • 1 J • • • • • so: \Ill liryf • •• • • • • •• \\ JJ w SPRIAI; LOADED A1CH • • • • • • • • • ��J��.,jF� AEId JJJ� J �I. .—� � I C62 1.187—JI E33 PRODUCT REVISED complying with the Florida ` 5.`,5 NOA-N17-1 i4.07 .v6E.2L5— S• uild•in�og.Code _r�. II.t�— .OM ST25 II 91J _�_ ..3�55 • atsSi04127• •--: Ztj (�SAY/< • �CUR. �• t 7 9_ w_ac#i rJcng o7 L —• I • •v�jT I �_ —R02 .6cE3�< O.6.52L ••• •• FI — 202 2 —�I C�OjPF ••.•e''� r 47 I`$S- 5ni W1 6 (E7 VENT, SIDE RAIL JAMS SCREWCOVER .• t�AlM�t ahee ••• • • • • ••• • • ,,:+ w• •• • • • •w •• a • • • ••• • • z � 2j 01 IL cg *:Mzo FLUSH ERA-M, AIDAPTE ,R CORNER FRAME TOP CORNER LR VENT TOP CORNS 0 Lj If ci- OV FIN FRAME ADAPTER 23ENE12 0 ge VENT BOTTOW. CORNE•• :9: 0. Fv N PRODUCT REVISEDD �as .70592 ,trp= with the Florida g A-"Ko* 7-1114.07 FRAME BOTTOM JAW-". Product Control i;g 03—R4 :0 00 , MIAMI•DAIDE NIIAA21-DADS COLNTYr ��. PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Slreet Room 208 BOARD AND CODE ADMIINISTRATION DIVISION T (786) 3 i5-2590 F (',86) 315-2599 NOTICE OF ACCEPTANCE(NO A'�--- --- www.miamidade.gov/economy ES Windows, LLC _- —�-- — 3550 NW 49' Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable riles 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 This NOA shall not be valid after the expiration date started 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 revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code... This product is approved as described herein, and has been designed to comply with the Flor.UiJidildinsg...... Code, including the ifrgh V elocity hurricane Lone. • • • **:so • • • (DESCRIPTION: Series "EL300" Aluminum Outswing Door - L.M.I. ' •' • •' • • • • • • APPROVAL DOCUMENT: Drawing No. W17-59; titled "ES-EL300 Alurairu.un Outsyving Door: • • • •; (1_.M.1)", sheets I through 12 of 12, dated 06/20/17, with revision A dated 07/21 /1`7t jwvF ared by %1.Parooq. • • • . Corporation, signed and sealed by Javad AllInad, P.E., bearing the Miami -Dade• tlAxgy Prodoict oGontro]• •: • • • Approval stamp with the Notice of Acceptance number and approval date by t*e 1t1jami-Dude County • • •: • Product Control Section. . . . . . MISSILE I1�1PACT RATING: Large and Small NIissiile Impact Resistarrt ; • • • • • .....• LABELING: Each unit shall bear a permanent label with the manufacturer's namebr biro, Ba ranquillaf • Columbia, S.A., series, and the following statement: "'Miarni-Dade County Product Control 'Approved", unless otherwise noted herein. RENF,WAL 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. `I'ERIVIINATION of this NOA will occur after- the expu•ation 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 autornatically terminate this NOA. Failure to comply with any section ofthis NO.A shall be cause fortermination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words .Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists ofthis page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by .Jorge M. Plasencia, P.E. NOA No. 16-0617.03 + Expiration Date: January 04, 2023 I Approval Date: January 04, 2018 ((! Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. NEW EVIDENCE, SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawi:ng No. W17-59, titled "ES-EL300 Aluminum Outswing Door (.,.M..I.)", sheets 1 through 12 of 12, dated 06,120/17, with revision A dated 07/21/17, prepared by Al- .Farooq Corporation. signed and sealed by Javad A?imad, P.E. B. TESTS 1. Test reports (in: 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 Entn Test, per FBC, and TAS 202-94 6) Large Missile Impact Test per FBC, TAS 201-94 7) Cyclic Wind Pressure .Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outstiving door, prepared by Blackwater Testing, Inc., Test Report No. 13T-ESW-17-OA8.,.dated 06/15/17, signed and sealed by Constantin: Bortes, P.E. with LItte4 tf Clarifieas;n .... • • issued on 08/03/17, suited and sealed by Constantin Bortes, P.]-�.• ' • •.: • • • • • 09 C. CALCULATIONS • • • • • • • • • • I. Anchor verification calculations and structural analysis, compl)sn�•w1th F��•5' •••.. Edition (2014) and FBC-61h Edition (2017), dated 06/19/ 17, Df�1 ad by.Al:'$rooq • •' • --mad, • • Corporation, sinned and sealed by Javad Ahad, P.E. . .. .. . ...... 2. Glazing complies with AST M E.1300-09. • . . . . . ...... D. QUALITY ASSI R—k-N,CE . • . • • • • 1. Min- mi-Dade Department of Regulatory and. Economic Resources i RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 1.6-11.17.01 issued to kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB (Hass `Interiayers" dated 01119/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas@ (Clear and. White) Glass Interlayer'" dated 06/25/15, expiring on 07%0411_ ?. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Co. (NIA) for their "SaBcx Clear and Color Glass Interlavers" dated 09/07/17. expiring on 05/21 /21. 4. Notice ofAcceptance No. 17-0712.93 issued to Eastman Chemical Co. (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. r.;e N-1. Plasencia, P.E. Produc Control Unit Supervisor NOA No. I6-0617.03 Expiration Date: January 04, 2023 Approval Date: January 04, 2018 E-1 ES Windows, LTC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, to FBC-5" Edition (2014) and FBC-6" Edition (2017) and of no financial interest dated 07/25/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad. P.E. 2. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. 3. Laboratory compliance statement for Test Report No. BT-ESW-17-008, issued by Black -water Testing, Inc., dated 06/15/17, signed and sealed by Dennis Duffy, CEO. 4. Proposal No. 16-1477 issued by the Product Control Section, dated 11/2.3/16, signed by lshaq Chanda, P.E. G. OTHERS 1. None. . . .... ...... ...... .. . ...... .... . .. ..... ...... . ... ..... .. .. .. . ...... . . . . ...... Jorge M. Plasencia, P.E- Product Control Unit Supervisor NOA No. 16-0617.03 Expiration Date: January 04, 2023 Approval Date: January 04, 2018 E - 2 THESE COOPS ARE RAM FOR LARGE &SMALL MISSILE IMrACT,l SHLTTERS ARE NOT REQUIRED. L - - NS—EL300 ALUMINUM OUTSITNG ENTF.ANCE DQOR APPROVAL APPLIES TO S-NGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR W!-HOUT S!DELI'ES. SLUE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. Z (a; of \ A a SQUARE BEAD OPTION DOORS APPROVED FOR INSTALLATIONS WHERE WATEP. INFiLTFATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS 9EEN DESIGNED AND TESTED TO COMPLY WITH TFE REOUIP,EMENTS OF THE 2G14 (5TH ED-ON)/2C17 (6TH EDTiON) FLORIDA BUILDING CODE INCLUDING H;GH .'ELOC'TY HURRICANE ZONE (fIVHZ). !BY OR 29Y WOW BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BULDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCT(GNS. SPEC:FIED EMBEDMENT TO BASE MATER;AL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHCRS INTO WOOD ONLY. ALL SHMS TO BE HIGH IMPACT, NON-METALLIC AND NCN-COMPRESS;BLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COVE INTO CONTACT VA-H OTHM OISSUAILAR 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, ADEO.;ACY OF STRUCTURE RECEIVING .HIS PRODUCT AND SEALNG AROUND OPENING FOR WATER INFOTMATION RESSTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFiCLAL i 3/16' HEAT S'REfI'U. CLASS A90" Interiayer I T—rifol PVB 1,1y Kurcray Arnedco, Inc.' `O9 0'• Intarlayer I B_entryGos R Kuroray America, Inc.' .090" Intericyer Sof',ex Clecr And Color Gies I ey 'Eastman Chemieol Ca.' OR 1 .075" !ntsrl yer Sat`ex OP llth PET Core By Ecstmon Chemical a C .' ` I t-3/16' HEAT STREN'D. GLASS DOW CCRTBNG 985 DON CCRN:NC 795 DOW CORNING 2400 7/16" MRALL LAM. GLASS GLAZING Op 1 N-4 •• ••• • • • • • •• INSTRUCTIONS: • • • • • • • • • USE --FARTS A GfOL-6WS• • • • • • • • • • • STEP ; DETERMINE DEfIW WIN• REDi'I(E •tf.Fi•IISEI • • • ON WIND VELOCITY, 8011 HEIGHT, WIND ZONE =NC APPLICABLE ASCE 7 STANDARD .5TEP 2 FOR SNGLE (x) AND DOUBLE (XX) DOOR CAPACITIES SE-1 SHEET* • • • • 000 • • STEP 3 FOR 9DE@RE PANEL :0) CAFAC1W Sar SHEETQ:- STEP • • • • FOR S Wrl: eoum pcli ice+• • • • • • • • • SEE MUL40N`APACW4,HARi ON ET•4. • • • • ,STEP 5 THE LOWEST VALUE ItSULTING FRtlid•STEPSg2, 3 • • • AND 4 SHALL APPLY TO ENTIRE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �3/16" HEAT STREN'D. CUSS �3/8' AIR SPACE �`- i z: V 3/16' HEAT STREN'0. GLASS Q ti 4 � H 1 090" Intarlayer � C l n : IBy 'K. PVB � Kuroray America, Inc.' O 0 .090" litedayer Sentry0la3 BY 'Kuraroy Amerko, Inc.' Q V N M OR 1 c90" Int aloyer > e~ 4I aflex CI And Color ma I Q By 'Eastmanem Chcal Co.' o C O p 1 1 OR 0.3 1 C, 5' 1-4.yer 1 SaPcx CP W:h PET Core Q W LL N V t` BY 'Eastman Chemiwi Co.' LL Z m iI ' u02 a 11 3/16" HEAT STREt4'D. GLOSS I ` SLL:CGNE CCR-CN73 G 5 -DOW CORN:\G 773 z DOW CC•RIMN-1 2400 Li I J \ 1 �'I SS TYPE 1" OVERALL INSU! LAM. GLASS I 3 Z -n QJ NOTE J I+•I N -2 EXTERAR LIT-- OF G'.ASS TYPE 'Al' TO BE Tel.PERED FOR INSTALLATIONS ABOVE 30 FT. Of GRADE. F.;T..1...I__(_._r' 3.j�0" AIR SPACE CONRIST);NI, 'HJMA' LOW PROFILE ALUMINUM SPACER BY 'UNGERMANN GMSH' AROUND THE PERIMETER OF THE GLASS. PERIMETER S.XaA1 AW- 5'LICONE DOW' CORNING 791 GE 2000 PRODUCTREVISEDwith the Fl asFlorida•• i9,,�''%' Building Code NO-.^i'•' EN I o I� F BOA-Noo . 16-06117,03 - CI Y`.n In Expiration DateO't/04/2023 T T OF drewinq na. L �, '....... .,R W17-59 36 7/8" 75" -FRAME WIDTH FRAME WIDTH.___.._ 35 5/18" 35 5/16" LFAF W'YJTH 1 LEAf WIDTH I I I .___ 27 1/8" j D.L. OPC. SURFACE APPLIED FALSE MU' �\ HEAD ANCHORS A.T SNI.E ENDS ,� N SURFACE APPLIEC 27 1/8" �(3) AT 3" O.C. mw FALSE Ml1NTIN5 D.L. OPG: / MAY BE USED MAY 9E USED (/�-� T� ty L I 'Ln •I e: y I b it I I I ivy- i /I n _ •: �Ia � U ��i ___ I { c� o � �lii m � I � •7 I t1 IJ I II I 6 I '1 11 1 1 II , 7 5j9° MAX. i 1z i MAi HEAD/&.L HEAD CORNERS S:LL 5-TD_:-.SILL TYPICAL ELEVATION ( X ) SIN= DOORS LOAD CAPACITY - PSF FTiAt!E `vNOi�-HE1GH- LFAF THRESHOLD TYPES ( QT.(+) I.+'T 'RIOT?' HEIG^(T 3tr7i 8" 96" 35-5/16• S}-S/1 o" S �. _ � PA.O -ADA -- 60.0 138-7/8'1 --96" 35-9/16" 93-5/8" I 80 c. a0.0 NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASIM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAG5-DEC-219 12" i SL cANCHORS 7 5/8' MAR. i-A. .,TILE ENDS HEAD/..ILL HFA� (4) AT 3° O.C. CORNERS sit L STD. SILL TYPICAL ELEVATION ( XX ) DOUBLE DOORS LOAD CAPACITY - nF FRAME LEr4` THREsma I _ W.,:TH i HEIGH? i W...iH , H� E,GH7 iY'rES 76" 1 96" / _�93� /i , V �- STO -- a--� —f— 7G 95" • 1 35-5/16" j9 9305/66 : • • � • 19 0.0 I SO.0 • • • • • • • • • • • .. ... .. . .... ow U • � GLASS•D.L.O. FORMiLAE: � • • � • • � � • • O.L.O:WIDTH =GFRAME W.WTH - 110756F (• EWRS) �0 • = ("ME•NIDT-i • 2 i.""),V (OX DOORS) • U.LO.•'�IGHT gF':ME•X� : - 1 4_8'•e( TL. BOT. RAIL) FRAME HEIGHT - 'j .875" (qI-RISE BOT. RAIL) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SING[ E OR DOUBLF__GOCRS WITH ADA SILL PRODUCT REVISED as compy ng with the Florida BuildingOA-No. Code 16-0617.03 N Expiration Date0110412023 BY i Miami-0ad4 Pfoduct Control q N F �% - I 1 zN .70 _^I �: 1ceN � \ "FA OF \ram{11I11M1�� (sheet 2 of 12� 37 5/8' - 148 1/16- FRAME WIDTH FRAME WIDTH 34 1/16" 34 1/18" Lam— _3�5 3/8- 34 1%18" j z q ram- PA:'4EL 'WIDTH PANEL WIDTH I LEAF WIDTH PANEL WIDTH 2 I. a 1 MEAD/SILL ANCHORS j q+ !-AT STILE ENDS �� 25 1/15' I! 25 1/i6" 27 1/B' I (41 AT 3" O.C. 25 1/lfi" n yl 'o SURFACE APPLIED I 1 SURFACE APP'_IED }_- � k,— 1 - I ,� O o `. o 0 FALSE MU IN I D.L. OPG. >i�© FALSE MUN;INS-� D.L. OPG. I j O.L. OPG. ) v.L OPG: ¢ Q W N n MAY BE USED �\ ( �!c MAY 9E t1SEC � I N I z 1� r '� �• ___,�,-= �� E ,= I. i� � ___-��__ ' ' _� __�___= l !gyp,' jl ,; \\ �I � ' --J .iV - _ ll I�i _ a la � 1!L �I'J m .:J ^'J m lC! II i i :I I'/• � a �� I6 ____-}1"____ I, I. I tc� II Ili 1 ACTIVE / i' \NACINE �t `\ I �; 3 2 •• }2" ! 7 5/e" W.V. P I 12" I A ` tIEAC,7SLL ANCHORS N' Li r0+ W _ 7 5/8" MAX. ( nux I M x. I �.. J�`� NEAG 'ILi. HEAD HFAD/SILL .. ! 4/ AT MU JON ENDS /� CORNERS l HEAD 3 { 6 3' ( rl�l CORNERS SILL b SIDilITE NTDTH-� SILL 1 ! SEE CIv1RT SHEET 4 TYPICAL ELEVATON TYPICAL ELEVATION �? ( 0) ( O-XX-O NOTE I 112 THE FRAME AP.EA OF ALTERNATE SIZE MUST NOT 01 I EXCEED TESTED FRAME AREA. = 98.7 SO. FT. .•.. '+� SIDELITE LOAD CAPACITY - PS? 03 STAND MANE STATIONARY PA42L (0) FRAME WDTH7 HEIGHT PANEL MDT.H T-HE.CH.. THRESHCI.D TY'rES EIR.(+) 37-5/8" 96" 34-1/16" 93-9/16" STD ADA 80.0 r 80.0 I'DD 90.0 37-5/6"1 46" 34-1/16' 93-5/6" 43-5%B"l 82" 40-1/16'i 74-9 /16' S?D. 80.0 8C.0 45-5/8" 82' 40-N/16" 79-5/8 ADA 80.0 80.0 D.L.C. HEIGHT (SIDELITE) - FRAME HE;GIiT - 11.438" (Si D. EOT. RAIL, = FP,AME HEIGHT - 14.875" (HI -RISE BOT. RAIL) D.L.C. WIDTH (SIDE L1TE) = FRAME WIDTH - 12.563" •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• • • • • • • •• • • •• • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16 0617.03 Expiration Date01/04/2023 By Miamim-" Product Control 0 OF ��7`Ir��16-i`1t� sheet 3 of 2 DESIGN LOAD CAPACITY - PSF DOOR TO SICELTE OR DOOR TO DOOR INLL'ON S�WIDTH INCHE3 FRAME YEWOHT "E5 UNREINFORCED REINFORCED 18 2A 30 i 3G 42 82 75.7 80.0 68.4 80.0 62.4 _ 80.0 67.3 b0_0 53.0 74.5 18 24 30 36 84 71.4 80,0 _. 80.0 64.4 58.8 80.0 54.0 75.D 18 2+ 30 I 36 9 58,0 -- 52.4 60.0 73.1 47-5 67.2 { 43.9 61.7 18 24 30 _10 se 47.8 67.2 E7 55.3 43.2 39 4 36.2 50.5 \6I9 \ i I Da \ I C _.. DOOR. FRAME SVAIDEOTH�JTE WIDTH _ OVERALL FRAME 'W.DTH r r I ]\n �. ' DOOR i SIGELTE FRAME I SIDE.UTE N9DTH WlOTH WIDTH xD ex OVERALL FRAME NATO vvi(/ UNRERIFORCED REINFORCED l' \ k _ DOOR TO SIDELITE Mln DOOR TO DOOR MULLION k SDELf1� DOOR FRAAIS N,I!. WIDTH w-- --DO - - -- NOTE: ( OXX ) FOR COORS CAPACT! SEE SF-EET 2 ( XXO ) =CR SIDun -APACfF!ES SEE SHEET 3. FOR SI DEJTE MULLION CAPAC:'.Y SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE, DOORJSIDEUTE OR DOOR/DOOR MULLION CHART 'WILL AP?LY TO ENTIP.F SYSTEM. .� r ( Ox0 ) IJ \ I/ DOOR I DOOR FRAME SIDELTE I FRAME WIDTH WIDTH WIDTH ( XOx ) ( OXXO ) APPROVED CONFIGVRA710N5 S:DEL'TE YADTH i S44GL TH (X) DOOR VA71• • • • • • • • • • • • F—-•7 • • • ••e • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • OVERALL FRAME WIDTH r y _ n F H �G7 N _ J 0 < DOOR .OR j i O ` 0- FRAME FRAME SIVOUTE N $' WIDTH WIDTH WIDTH I u5wi 7 A. ( XXO) �LL ZVpp7� m (OXX) .I OOP 5 �! �aW�f J`J "RACE FRAME WIDTH — ^ J � \ \ J ~ / w \ i \ Is IJICu- a I M^ COOK !a P� DDGR z.AME FR.I C Z s vncTH 1:TDTH o 3 z L- ( OOXXXX I 1 uj � � v i ( c. XXXX j I i3 1 Lj fit PRODUCT REVISED n i I as comp)yying with the Florida ado v I I 8u114 NOA-No. 16-0617.03Inr 01/04/2023 i •• Hr\ DID �L��i •i r^'r ( �� Expiration Date __ By `�`��\ •� NSE o ll n i Miam-0 roduct�GonSrN �` `��' '-. 13 TE OF drowing _ D -7 L=L & ; 2 I �S.At 1Or.•��,.` L `e no. W17-59 ' -- (sheet 4 o1 t2� �.`` �r'itlI ,,, TYPICAL ANCHORS EDGE DISTa SEE ELEVS. Af FOR SPACING 7. z I q1 0 S" IL 0 (AD o 0 a. tle< I -.I �7 21� I��JLu 0 ir LLj < LO :2 . . . ........ -j - T f L �Elll OB 00 DOOR DFTAIFS �o"'-i 0 00 as complying with the Florida .ilding Code OA-M Fxplratlon 4 • By 0582 duct Control 0 'q Mlaffi-13; S�%EPI HOL 0• 0 • IN 16-0617.03 0 , - P. PRODUCT REVISED o.t.01/0412023 I" F.,CM ENDS TYPICAL ANCHORS TYPPAL ANCHCOS 0 0 0 EDGE GIST. \—SEE I ELEVS. ELEVS0 OF 2 i":Y —59 FOR SPACING F%BPACING 0 NAL W17 — �11 11111A (sheet 5 of 12) 1 BY.. EDGE DtSi. WCOD BUCK rn � 'a �13 TYPICAL ANCHORS SEE ELc"YS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S, WINDOWS MUST SUSTAIN LOADS IMPOSED BY C-ATNG SYSTEM ! AND TRANSFER THEM TO THE BUILDING STRUCTURE. 111111 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4i DIAUI TRACON81 'ELCQTRACONm`ELCQ� (F-177 KS!. Fy=155 KS;) INTO 28Y WOOD 3UCKS CR WCOO STRUCTURES -7/2" MIN. ?ENMATIO^! INTO WOOD (HEAD/,hQBS) THRU iBY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED IMO CONCRETE (HEA.D/JAD"BS) 1-1/4" 1AIN EMBED INTO FLOCKS (JAMBS) ❑RECTLY !NTO CONCRETE OR GROUT 'IIIFD BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEA.D/SILL; JAMBS) 1-3/4' MIN. EMBED INTO GROU" FILLED ELCCKS (JA.MBS) 144. DIA TEZS 9,R SELF R!U, NCSCR ws (GRADE 5 ORS) INTO MIAMI-DACE COUNTY APFROVED MUL_IONS OR INTO METAL S PUCTURES (HEAD/JAMBS) (3) THREADS MIN. RENET24T!ON 3EfOND SUBSTRATE ALUMINUM: 1/3" THK. MIN- (6063-1`5 MiN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WFN ALUMINUM TO BE PLATED CR PANTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONR' = 2-1/2" MIN. INTO 'MOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS rc - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS rm - 2COO PSI MIN. 2BY WOOD BUCK OR WOOD STRUCTLP.E SEE NOTE SHEET t x _ s 7 i3 IN TYPICAL ANCHORS SEE ELEVS. FOR SPACING •• ••• • • • • • •• • •• • • • • ••• • .. ... .. . .... •• ••• • ••• • • • • • • •• • • •• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • j WAMI-DACE COUNTY APPRCV•E•D I j r •ZljppED MULLION I I Ij SE_ SEPA A-E NOA jI �I I� i--_-_-__-__ T'iPICAL ANCHORS SE5 ELEVS. FOR SPACING PRODUCT REVISED as complying ith the Florida Building Code Noa-no• 16-0617.03 Expiration Date 01/0412023 By Miami-tiaroduct Control L:f, 2 s1 TYPICAL ANCHORS SEE ELEVS. FOR SP,gDINO zp c i DOOR MAILS] IGENy I I �;aal iY TiD • aF ��6CT�� drewmg no. 5�;: co 1 P,•� , W17-59 1/4• MAX. �J�\ �"% SH11A r^— �(�--� t SHIM `EI Mom) 1M2 E6 r>E MZSI l-� / ^ WOOD BVCY. 2g WCCD 9t;CK TYPICAL ANCHORS _ ... _ _.. l�'(.- RE W ry I I SEE EtDI.. (� — - ___—__... _. _ - - .-" x--r---- — - IYPICAI ANCHORS ___ . _.I _ NqE N01rHEEr 1 p ' Q FCR SPICING J _ —_— ,cr—` - __ _ / _ / -SEE ELEV FCR SPACING a 0 N 1 I . _ N L00 00 ' I / (\ , EXTERIOR�E21' �� I •,�, ` TYPVL ANCHORS ? O f (Ei7 IM?21 M25 (27 `2'1 SEE ELEV 1D Q ', I I I METAL S7,UCTURE I D.I..OPG._ i1f LFAi WIDTH DOCK FRAME WIDTH e c; n ;Z 1/4" MAX. g F SHIM • I `EI MSS M2 �6\ /\ .�\ �� '1 / 3 � � N; I TYPICAL ANCHOR.. , ' ACTII'"E LEAF I PIACTIVE LEAF SEE PoR SPAC.Y zz <Lj k, _ -I- , _ - - --- — — n EXTERIOR I E25 r M2 i iE21 D.L. OFG. f L.�\2J MJ I`26 M27 f211 I Imo- j- __ wiz i f I I «-•— 1 _1 �__ LER4�D7�• • • • • • • • • i LUti vnDTH I DOOR DETAILS • M � n I � - •--•�•t`--=►-a-e_-•-_• • •_a— _ \�iil uiI uir� c ` � _r_ • • • • • • • • • ,\\ ' t AH n n PRODUCT REVISED as complying with the Florida % If 7 Code ' •• a •• • ••• • o Now�e. 16-0617.03 Building • • • • • • • • • • • • • • • • • E.piration Data 01104/2023 `\i'� _ T OF ^� k N." drcw:ra �o. • • • • • • • • • Miam a roduct control -� ' ��7/ 11 rhrllllliN sheet 7 of I2� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE CLEVS. EDGE D'ST. FCR SPACING cc cy AK E. PRODUCT REVISED as C.ple,.T, �ith the Florida so a WEEP HOLES FOE ilLIVS. DIST. TYPICAL ANCHORS *TYF11CAL*kf4CHORS FOP, SPACING R SPACINC 010 EMS OR TETCS AT 6' FROM ENDS 1/4" IiAX. AND 1 2' O.C. MAX. SHIM ' I M2E Ei2 MZ t=b j TYPICAL ANCHORS'. � _.. .Irr / FCR SPAgNO ` t I i, _ • I � I \\ - yam__ OP'ICNAL REINFORCING ( JI SEE SHEET 4 FOR CAPACITY (CARBON 5-..EL TO BE PAINTED OR PLATED) EXTERI0 R SICELITE PkIE!. W'DTri OPTICNAL REINFORC-^7 SEE SHEEP 5 `OR CAP. (Mg ) (CARSON STEEL TO BE PAINTED OR PLATED) • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Iz RI 5 J J 'J J W PIAT_Cj s I F�- � a to ajZ$ Ja L I'''riII Iw �p�'Y••'t W �i5 aJ DOOR FRAME WIDTH SIDEL E FRAME Y.';OTf PRODUCT REVISED 7 as complying with the Florida BWlding Coda NOA-No. 16-0617.03 }fit 'Ltic wsE •._ x ° I q Expiration oat•01/04/2023 .� i_ C592 Mlami-0 rotluct Control - I o � \� OF (I�drawing 9 no.1 I W SIDELITE DETAILS 5� iN RIi1E sheet 9 ofj� ITEM $ PART $ REQD. DESCRIPTION MATERIAL ..YF./SUPPI1rR/RE.MARKS E1 ES-E:.30C-00: 3 I FRAME HEAD/JAMB 6063-T6 E2 ES-E1300-00'L FRAME SILL (STD; 8063-T5 - E3 CO FRAME SILL (FDA) 6063-T6 - E4 ES- 000-OC4 2/ LEAF TOP AND BOT-OM RAIL K ROE DOTTOM MIL 6063-T6 E5 ES ES-£L300-005 ES-EL3G0-008-- 1/ LEAF _) -l/ LEAF 1 6063-T6-- JAMB STILE I 6C63--6 I 6063-T6 ES ES-11300-009 ES-EL300-010 ES-EL30G-011 ASTRACAL S^LE (ACTIVE) E10 Eli ASTRAGAL STLE (INAL7IVE) j 608.7-T6 ! - - i ADA SIL W'STRIP ADAPTER -- 6053-T6 ! E12 ES-EL`CO-0L2 1 FRAA'.E COVER W63-115 0083-75 -. -_- E13 ES-EL?00-013 4 LEWF a/ LEAF I GLASS STOP (LAM. GLASS) E14 ES-EI.700-CI4 GLAGS STOP (•AM- GLASS) I 6063-TS - E15 ES-EL300-015 4/ LEAF GLASS SOP (.NSUL. LAM. GLASS) I SNAP IN nL-R E063-T5 - E16 ES-EL300-016 I AS REOD. 6063-T6 E1J E18 ES-£13C0-017 f ES-EL300-018 FS REOD AS REQD 1 FJCTE,�;X �.iW FRAME CO'�ER CQ1--R STD. SILL t i BC63-T5-.. 6063_i6 _._._ 1 - EIS ES-EL300-0/9 E20 -�- ES-6011 i 1 COVER ADA SILL "— 6063-T6 E'a 1 L ACC-PL-020 i 1 HACK UP PLATE __- _ 6063-T6 M1 � ES-5008A AS REOD. GIA7R:G CASKET .... _.._.. EXTERIORS LEAF CASKET A 1, SILL GASKET --- - -- -^-- -- SIUCC,NE--_ _ _— .. D„ ROMETER 65iS SHORE A __ M2 ES ?25'-G'I!A /` REQD. . S:'-K:ONE J IXJROMETER TOTS SHORE A M3 ES-a5T-009 AS R.`C0.- EPCM i}I —SI0001;E F':RCM.ETER 'C_5 SHCRE A M4 ES-21-BC4A 2/ U% SE'TIhC BLOCKS AT i/4 FONTS -- ; CUROMETER 80_5 SHORE A M5 W2322' NG AS REQD. MILE VfSRIPPIIG I M11.E 'W STFL'�PwG PCLYPRQPnDF - M6 W23221 INK AS REQD. AS REDO. POLYPROPYLENE r M7 W23381 NN. PILE W'STRPPMLG MILLIC, RE NF. CHANNEL (LENG-H = MULL HT. - 10") _�-- POLYPROPY-fNE - - - ME - I AS REQD. LEAF I A36 STEEL �HACE.R M12 - -�.4/ (112-24 X 1/2` - HINGE ASSEMBLY - 1422 - HINGE FASTENERS ST/ST FF SMS M23 �8 X 1/2" I'N'ST'::P ADAPI,Ji FAST ---HERS 1 } c %. PANEL FASLLVtiiS, Al 6" F(tC'n+ EMS '3 12" O.0 S/�. I Fr. SMS M24 D10 X 3/4- - I.� ST, ST I FH SMS _ M15 M2E j j12 % '-'-/4" 3/8-16 X "< FRAME ASS-MBLY FASTENERS _ - S'/ST PH SMS - LEAF/PANE:. AS 'LY FASTENE?S - .Ti /ST HFX CAP FUL THREAD 18-8 M27 - - 3/H'" WASHER HEAD ASSEM.SLY FASTENERS ST/ST Sr/ST 4EX CAP FULL THREAD 16-8 DH SfAS M29 #10 X 1-3/4" AS RECD. I •• ••• • • • • • •• • . . . •• • • •• . . .... ....... . .... . . ... . . I 4 rY n ACTIVE Le_AF: p c SURFACE MOUNT 3 �CINT MORTISE LOCK SYSTEM ! ® n BY 'INTERLOCK USA' IL KEY OPEFATED ON EXTERJOR AND THUMB TURN ON jr C - I INTERIOR C t ❑ ro LEVER TYPE HANDLE .AT 43 5/8" FROM BOTTOM V p w ACTIVATES SHOOT BOLTS ENGAGING 3/4" MIN. AT HEAD AND SILL FASTENED WITH G t7 (2) Q10 X 3/4' FH SMS .0 I Q C O w 4 C INACTIVE LEAF: I O Z SURFACE MCUNT 2 POINT LOCK SYSTEM BY 'INTERLOCK USA' Q W 7Rf (:. 2 C LEVER TYPE HANOLE AT 13-5/8' FROM BOTTOM d 0. 1 J ACTMATES SHOOT BOLTS ENGAGING 3/4" MIN, AT HEAD .AND SILL Q j A E FASTENED WITH (2) #10 X 3/4- FH SMS I--,}f _IINGES: m 4-1/2' LONG FLJSH MOUNT STL_ BUTT HINGES BY 'H-GER' . FASTENED WTTPI '2-24 X L/V FH MACHINE SCREWS o FOUR PER HASP(!FAF). I ! o TOP AND BOTTOM HINGES AT 7-7/8" FROM EACH END � (i) HINGE REQD. AT MIDSPAN FOR fit" HIGH DOORS MT H ? STANDARD THRESHOLD ONLY. ALL CTHER DOORS TO HAVE W.ERMEDW.E HINGES .AT 26-3/8" O.C. MAX. O -J W sr_.nIAtiTs: li � IV''c•1� 3 0 ALL FRAME A -ND LEAF JOINTS AND SEAMS SEALED �c�'3 WITH DCW COftNG 79I SILICONE. CORNING a Z e zLL of i ui -FI L lil r PRODUCT REVISED as complying with the Florida Building Cods frOA-No. 16-0617.03 Expiration Date 01/04/2023 Miami-0 Product Control `.;) 1 I tr •' /� A i i?r=I> ..IILII� drowing no. W17-59 - 1 �no �I i 2.416 �z.oss—••� FRAME HEAD/JAMB r-E27 - f- 120 .070 P. 455 ,�3.495�i FRAME S:L (STD.) - 729 080 i 1.173 YP. 500 250 P 3.979 FRAME SILL (ADA) 226 -� f -j.324 OI7G_7 j 1 .-� 1.314 I - an ADA W'STR;P ADAPTER 045_ 1.066 L1.696 FRAME COVER TOP AND BCITOM RAJL FA O80 793 s. 793,e- I I I062 7.222973 ro 0877.2422 1.490 z.e6s 4_ rrP.-- YP. I 4—.._._. 5.295-- 03 `J \E9 AS7RACAL STILE (ACW. Q I GLASS STOP (LAM. GLASS) ,�_ _. ._.... 5.296 - 080 'Lf �J1 1.490 h'-----3.E25 ASTRAGAL STILE (INACRYE) MULLQN REINF. CHANNEL II? -RISE 801701./, RA.IL __ 4.511G f C90 rP. �LPIL I� 1.750 I ;.490 I II I i-�-- 3.625 • • • • • • • • • • • JAMB STILE • • • • • • • • • • 045- '�' m11___1.3.. S' 83 -- I 11.118 1r- F.299 �1 .ow —f 7,1 F.297 .040 J •• •:• • i�-3.,62— ••• f .••_ • Co.3 -•'t • • • • i.• O7 •• • • • • FRAME COVER E19 COVER STD. SILL �0� COVER. ADA SILL .`n EXTERIOR, TRIM ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • i .070 3.192 1 740 -•4 SNAP IN FILLER PRODUCT REVISED as com 1 ng with the Florida Building ode NOA-No. 16-0617.03 Expiration Date 1104/2023 By - Miam1-Da Product ContraT L 2 7 [ -1 _ _,231 .9f 3 1.222d lP I0" �� `15? � GLASS STOP (INSLL. LAM. GLASS) (Y at o 10 < IOara Q mZ0 ISO ZOi z t0 Q m € w • cy crcwrng ro. W17-59 II"� r J n Z m a •c d o O g o. o u� M /19 Im at oilI00 o a J r 1 lauNt'� Z A f 3 �'] j I DOOR,/SIDEE_ FRAME TOP CORNER o I,E21 I I O J® ,_r I r:IJI dl J Ir / �• i � \_' I z to N '�' / II •"� Ig o�M ACCESS ze Z I 8k 3z n // ,,Iii i I I I I• ' � � � I�' I , OOR LEAF CORNER I 1 V• •' . I •j • • • • SIDELFE PANEI CORNER PRODUCT REVISED as complying with the Florida 0592 Building Code CC (�. NOA-No. lr.0617.03 •• ••• • ••• • • DOOR FRAME DOOR/SIDED FRAMFs j • • • • • • Fxplratlon Date01104r'2023 60`fOM CORNER BOTTOM �C..•)Q�IER • • • • • • • • • } `� gyTF I� drawing no. • • • • • • Mla a roduct ControlOR` .9 .�� W 17-59 Ililllt/ 5!7eet jQ of 2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE NIIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 31.5-2590 F (786) 315-2599 NOTICE. OF ACCEPTANCE (NOA) www.miamidadg.a ,ovfeconomy ES Windows, LLC 3550 NW 49"' Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction. (AHJ). This NOA shall not be valid after the expiration date slated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miatni 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 revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EL400" Aluminum Sliding Glass Door - L.M.I. APPROVAL DOCUMENT: Drawing No. W 16-73, titled "ES=0,400 Alum. Sliding Glass Dobr:ly M.I.)........ sheets 1. through 23 of 23, dated 11/28/16, with revision A dated 07/12/17,apt+epa;ed by•AWarooq .' Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade -( cotrty ProJttot C;ntrol • • • •: • Approval stamp with the Notice of Acceptance number and approval date by &V Miami -Dade• County; • • • • Product ControlSection. 000 0 0 � • • . • .... MISSILE .IMPACT RATING: Large and Small Missile Impact :Resistant 0 • • • .... • • . .. .� • • 0 • • • LABELING: Each unit shall bear a permanent label with the manufacturer's namt•or)ggo, Baranc uilla,• • • • • • Columbia, S.A., series, and the following statement: "Miami -Dade County ProVU Control Approved", unless otherwise noted herein. • • "' • RENEWAL of this NOA shall be considered after a renewal application has been filed and there bas 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 ptuposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page t and evidence pages E- t and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-73, titled "ES-EL400 A.lum.Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, 'TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC, and TAS 202-94 6) Large Missile Impact Test per FBC, TAS 201-94 7) Cyclic Wind Pressure Loading per .FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-009, dated 06/15/17, signed and sealed by Constantin Bortes, P.E. with Letter of Clarification issued on 07/ 13/17, signed and sealed by Constantin Bortes, P.E. •••• C. CALCULATIONS 0 0 .... • o • • • o • 1. Anchor verification calculations and structural analysis, complyklg Nveith FBG.Sth Edition (2014) and FBC-6tn Edition (2017), dated 06/20/17 of eft"sed orr 043/17,0 • • •: • prepared by .Al-Farooq Corporation, signed and sealed by Javad•AAinad, .P.F.,. 2. Glazing complies with ASTM E1300-09. • • • • • • ; • • • • • . . D. QUALITY ASSURANCE • • • • • • • • • • • • . 1. Miami -Dade Department of Regulatory and Economic Resour(Vs';RI;.R) • •, . . . . ...... 00 MATERIAL, CERTIFICATIONS : . .. ; • • • •; 1. Notice of Acceptance No. 16-111.7.01 issued to Kuraray America, Inc. f&-tkair "Trosifol J Ultraclear, Clear and Color PVB Glass Interlayers" dated. 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 1.4-091.6..11 issued to Kuraray America, Inc. for their "Sentry Glass© (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 4. Notice of Acceptance No. 14-0423.1.5 issued to Eastman Chemical Co. (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 11/11/18. Jorge M. Plasencia, P.F. Pro.duct Control Unit Supervisor NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 E - 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with F13C-5th Edition (2014) and FBC-6`h Edition (2017) dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of no financial interest, dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahhmad, P.E. 3. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. 4. Laboratory compliance statement for Test Report No. BT-ESW-17-009, issued by Bla.ckwater Testing, Inc., dated 06/15/17, signed and sealed by Dennis Duffy, CEO. 5. Proposal No. 16-1478 issued by the Product Control Section, dated 11/17/16, signed by Ishaq Chanda, P.E. . . .... ...... ...... .. . ...... .... . .. ..... ...... . ... ..... .. .. .. . ...... . . . . ...... • . •••••• .. .. Jorge M. Plasencia, P.E. Pro et Control Unit Supervisor NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 E - 2 DAYLITE CPEN'NG WIDTH: PANEL WIDTH - 5.688" DA'(LITE OPEN'. NO HEIGHT: PANEL HEIGHT - 5.813- PANEL HEIGHT = DOOR FRAME HEIGHT - 1.2EO" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT SHU'TERS ARE NOT REQUIRED. 15' MAX. 6' HEAD 6^ MAX 3^ HEAD i I �i ADDL CORNERS I Rj n li 95 3/B^ C-0GR FRME W10TH O C 1 � <I� i U `1 POCKET JAMB FALSE MUNIN ANCHCRS OPTIONAL i I ; I ' ' I �c�F A' j. _ it I I I t I 1; II 1; I ti 1, 'I I! HEAD ANCHORS A' INTERLOCK ENDS CI-LrSTFR OF 4 OR 6 SEE SHEE 6 FOR QUANTITY & CAPACITY 1 _ 1/2� 11 42 1/2^ I p.L CRC. D.L OPG. —.y 48 3/16" 48 3/16" PANEL WIDTH 0 i PANE YADT?i Z *-- 2 -RACK 3- FRAME HEAD Is 1 I MIN. I z O III 2 TRACK FRAME JAMB -�I Z m J 0i MCP §I a I¢ ga�ol� ItloW� a Itv<o �paooN 0 ebi- O �gn`m 5 ID Q w a I� Z p� I U II F. SERFS ES-EL400 $ 1LL1yfI\lid. SLIDING GLASS IJUnR __---� FRATIECsIu CIS' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 6^ NAX. REQUIREMENTS OF THE 2014 (5TH ED,TICN)/2017 (671-1 EDITON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRi^_ANE ZCNE (HVHZ). 1 SILL INTERLOCK OF ENDS iBY OR 25Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE CORNERS 15" MAX-�— SILL 6"�CL CLUSTER :•� ttUSTER OF 4 TYP. - 1 DESIGNED AND NS;AII-M ADEQUATELY TO TRANSFER APPLIED PRODUCT LOLLS • • • • • • TO THE BUILDING STRUCTURE. • ANCHORS SHALL 8E CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS • • • • • • • • • • • • • • • TYPICAL N • • • • ELEVATION OX a o Ali I) INSTALLED PER IAAVUF'S INSIf?UCTONS. SPECIFIED EMBEDMENT TO BASE • A5� OL`DWS • I� I—ITS MATERIAL SHAL BE BEYOND WALL DRESSING OR STUCCO. •0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • Ua. CI�1R"� • s•r—•i"• • • •• STEP DETERMINE DESIGN WEND LOAD REQ!NREMEM BASED \T`1511i AH a1 (.C, .... i -y� -ice 1 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NCN-COMPRESSIBLE. BLDG. HEIGHT, WIND ZONE ON WIND VELOCITY,. D VELOCIT PRODUCT APPROVEDOBNSF'•.. .f MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ABLD USING STANDARD. as compbin9 with the Florida F i. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • • REQU:REM'cNTS OF THE Z014/2017 FLORIDA BUILD CODE &ADOPTED STPNDARDS. • r ON SHEETS • • �TcP 2 jIETERI{(ry[ R CAPA FROIA_ TABL_ • • FC•R ih'E le NECRCi:'V �TION•USE� Buliding Code NOA-No. 16-0617.02 :- -_ _ i( I ' i. m I a ' yo THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION • • FOR A SITE SPECIFIC PRO,.ECT, La. L'FE SAFET' OF THIS PRODUCT, ADEQUACY THIS PRODUCT AND SEALING AROUND OPENING FOR • • EW 3.0tNG C^RTS ON *.EET06 ALEOP ANCHOR OPTION TTH LLS=N RANG MCiC TON WS1GN LOAD SPECIFEO • }90VE. • • • Approval Date 07/20/2017 "�__ By '•^ A'E OF �� L��,J _ drawing no. OF STRUCTURE RECEIVING RESISTANCE ETC. • • • �5.'Ew • • • Miam control 2CRICP••• t' � -- S3 •j9Q I W1 6-73 WATER INfILTRATiON CONDITIONS NCT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2 AND S uc •• �� sheet_ 1 of 23 MID TO BE REVIEWED BY BUILDINC OFFICIAL. SHALL APPLY TO ENURE SYSTEM. rI�I71LA\` ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • POCKET JAMB ANCHORS 16" MAYS 6 HEAD ANCHORS N�' ' TYP. AT INTERLOCK/AST21CAL ENOS 6' MAX 'c 3" CLUSTER OF 4 OR 6 HEW I a ,�,� ADCL SEE SHEEN 6 CORNERS ! i PAiR / FCR OL!AN-1T'f k CAPACITY 2 TRACK FRAME HERS 6_ •oo '1P. i .I I I �1 I II 1 Li (`. -- i b.Li 2 r�.0 l4'U � ___ o Io f u i n I r; �• FALSE MJN-nNj OPTIONAL I 42 1/2' I T. 2 TRACK FRAME JAMB 42 1/2" D.L OFG. po - OFc. 43 � 3/15" ?At1EL3 kwTH PANEL WIDTH 2 TRACK FRAMESILL 6- LU% SILL ANCHORS SILL �-AT :NTcTiLOCK/ASTRAGAL ENDS 1� MAX. 6" sU�� CORNERS i CLU'"IER OF 4 a�tl'F. S11 •• ••• • • • •• ?f ICAL• ;LP-I/ATOP0 • • • • • /iul I lir PRODUCT APPROVED �� gyp:^ ENSF'-•, as com tying with the Florida Building Code Non moo. 16-0617.02 7059 ' •• ••• • ••• • • iri • • • • • • • • • • • Approval Date 07120/20i7 f 1- i • • • • • • • • • • • • • • • • • - Mlamr•-� a ro uc on ;'fly` ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . m o drawingo rl� W16-731 ° a �v � `~ � �1. L | !/ �� o HEAD ANCHORS AT INTERLOCK/ASTRAGAL ENDS HEAD Typ —CLUSTER OF' 4 OR 6 SEE SHEET 8 HEAD ORNER ------------ SILL CORINERS — !LL AN 1��---! �.�' ENDS SILL CLLISTEER OF ° FRAME HFAD HEAD -,(P. AT IVFRLOCK/AMPAGAL ENDS ET 5'F SHE -------------------------- DOOR FRAME V.DTH If If rF 42 1/2 � HEAD at FRAME JA)AE — SILL ANCHORS SILL 6' --AT i'CERLOCK/ASTRACAL ENDS ° ° °° °°° ° ° ° ° ° = °° ° ° ° °°° °° ° ° ° as PRODUCT APPROVED as I with the Florida °° °°° ° °^° ° ° ° °~ ° .0.°° °°° ° ° ° LOAD CAPACITY - PSF a�ERaGE >MEL e!L•iF1 e6tEs DOOR FPPME HEGh7 arN6 ]NTERIACK k ASTRAGdl STII.FS WITHOUT IiELNF. INiERIACK k ASTRAGAL 5"CSLES WITH P.ELNF. E%T.(+) IhT.(-) EXT.(+) 3C 36 42 57-•/a 49 s� 60 E` I 60A FA.D i 60.o aO.D BD.O ; 6c.e EOD eo.o � 6C.0 ' bG.O d0.0 I (i.^,_0 6ao � 6D.o ao.D_ BD.o 78.8 78.E - 59.1 59.1 s2s sss 7D.o 7a.G --� - 47.3 47.3 30 I 36 sz j 7- 1/4 ! E4 48 5a 60 6G.0 60.G �.0 6G.0 80.D BC.0 EG.O 80.D 6�.G 6G.G ao.o ea.G fiO.0 6J.0 59.1 i 53.' 52._ 52.8 - - _b0.0 7E.6 � 78_8 i0.0 � 70.0 47.3 47.3 30 � bO.G 6J.0 36 ' B0.0 60A 42 ! 60.0 i 60.0 a7 so '-6oG t eo.o 4E 591 l 691 54 - - BC.D i- 80.0 C•0.o 90.0 60 0 50.0 _ao.o ao.o 7E.8 52.5 52.5 30 36 42 96 47-'/4 i 4E 60 0 60.0 AO.O 80.0 60.0i8o,0 90.0 80.0 EO.D 80.0 FA.O 60.0 60.0 E0.0 6C.0 • B0.0 - - 59.1 59.7 3C 36 42 48 tU2 80.0 60.0 a0.0 E0.0 �- fiOA 59.1 59.1 42 47--1/4 50.0 � 60D 50.0 60.0 - 60.0 60.0 _ _ fi0.0 � 60.0 - --3/16" TEMP. GLASS Wi ,} -3/E` AIR SPACE --! x 7--3/16" HEAT STREN'O. GLASS } Fi ;-3/16" HEA' SREN'D. CLASS I Z j I0Z •I .090" irterioyar t 1, .09C' intedcyer Fr T-Joll PV9 11 Trosi/ci PVB i Q f 0.. t By OR Kuromy Ameri� . Inc-' 1I By 'Kurarey Pmerice, Inc.' W O ` c I �': OR n ^ ASO" Ir.teHc er 1 j .090" Int'oyer d > Y W W I SentryC4 s } i sertryGae ! Q+ p H 1 By 'Kurorcy Americo, Inc' 11 l ` By 'Kuromy Americo. Inc.' Q N rq - OR 09C" IClecryAn OR'I OSO' lnte.r An O M SeTlez Clecr qr;d Color Gloss F1 y Se`.lez Cleor And Go'�or Glcss a C m € f it By 'Eestmcn Chemicc, Co.' 1 0 'Eastman CI-iccl Co.' d O G '•i ! OR C75' Irterloyer Ftl '! '! I 075" Interlryer N q 1 Soflez CP With PET Core } ) SO- CF With PET Core I ¢ z -: 'i By 'Eestmen Cnemiccl Co.' j i II By 'Ecstmar: CF.emiccl Co.' I Z yI II i I� t7D4 J 1 r-3/16- HEAT STREN'J. GUS: '1 (�'I16" HE4T STREV'D. GLASS i z m ' i Qw�i m J \ 2 �' all; `'�L I f \ m _\ f l / � •'I $i r �\ = J Li tw _ \ a ~ C) � M GLASS TYP)�� GJ A.%S TY /10" Ode RnL: LAM. GLASS 1" CVEW+LL IHR71. LAM, GLASS NOTE: NOT:'Ei to FCR SENIRYGLAS IMERLAYER FOR SENTRYG'_AS INTERLA.YER u.. W M = I LIMIT MAX. D.L.O. AREA TO 25.7 SO FT. AND SALEX CD INTERLAYER LIMIT MAX. D.L.G. AREA TO 25.7 SQ. FT. GIAZIvc o> ovs I 3 /8" Aa SPACE CONNc M' rL0F: !E:f E'I flflt O, FIt SPACER; ! to W 'HEUMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMSH' AROUND THE PERIMETER OF THE GLASS. ua ET FIR SEAANT., GLTES CAPACITIES ON THiS SHEET ARE SILICONE OBI • • • • • • • DOW CORNING 791 x ` -; -r • • • • 6PN �ST�130C-09 (3 SEC. GUSTS) GE 2000 1 is o,N • • a AND•FLQRIF•A BUILDING COMMISSION - ?: �=/� - C� ' �' � • • • • • • VC64R: •.f STC MENT CCA05-DEC-219 1llnpr/� i INTERLOCKS .;,,fir"_R§G@S INI'E :LocK$ 3,S7R�G6j, • • • • • • • • • • • • W/o RKLNP. W/o REL3'F. WITH RKINF. WITH RFINT. ~� ..• n PRODUCT APPROVED as comptyla with the Florida • • • • • Building Cod• . 70582 DOOR FRAME WIDTH AVERAGE PANEL WIDTH = *SEE QIiR.�f ABOVE OCR DE91GN LOAD CAPACITY OF NOA-No. 16-0617.02 NUMBER OF PANELS • • • ASIRED GLASS 911E 91ND•REWFOP.CING TYPES. • • • • • • • • • Approval Date 07/20/2017 a • • •• • •9CE M-IAR••T ON SHiEi v" fOR•H_PA ANCHOR CAPACITY. By OF :�l(7�/ drowingo ro. DOOR HEIGHT AND WIDTH SIZE MUST COMPLY • • • jWER 4PESIGN P(jE JRI OM DESIGN LOP,D CtRART ORid.'.•' \ �j OR HEAD ANCHOR HART N11 APPLY TO ENTIRE SYSTEM. Miam r u Control .... �AW1 E-7. EGRESS REQUIREMENTS PER F9C AS REQUIRED.--� ��T�77nI1tNt shoe- 5 of23 DESIGN ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • fj ,, �� 7 n 1 b Z �3 m m Q H T o a� N 4 m' C OWN 0 pu Cpr�o' IL 00 H� Q •GIt N10 O N IL W y zn� Q W n f f �u oidR� Z = W 0 Of N N µ r OO < M i <GZY JeI ni �Vl�a JI W n 0 lI� SEE CHART ON SHEET 5 FOR DESIGN LOAD CAPACITY OF ,? DESIRED CLASS SIZE AND REINFORCINC TYPES. SEE CHART A80VE FOR HEAD ANCHOR CAPACITY. • • • • • • • • • °tic • • •• • • • • • iN f LOIVER DESIGN PRESSDRES FROM DESIGN LOAD CHART• • • • • • • • • • • OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEby • • • • • • • • \\�J1l,li/// •• ••• •• • • • •• /� .......... l r PRODUCT APPROVED (J\ '•• '�`�N�F r 4 i as tamplyylng with the Florida ,�`.79Y'rH2 1 r Building Cod• • • • • • • • • • • NOA�to. 16-0617.02` - • • • • • • • • • Approval Date 07/20/2017 J • • • • • • • • • • • • "O TATE OF yL / drOwiOg no. • • w• • • • ! • • By - - �' RoRioA.•' �`c'/ 1 W16-73 • • ••• • •• • Mia e ro u n o '' F7;AH ANCHOR LOAD CAPACITY - PSF ' ANCHOR TYPES 'A' ANCHOR TYPE •C' I i 1/4' NAY. S:iiN 3/8� MAX. SHDd 1/2' MAX eH� Sj 8" NAY. SHLY. DOOR fFPAIE 4 dNCRC89 df YT ,. �� `� 4 GVGROES 16 d,YC00RS AT uTC. jf di YTG. �E ENDS 5T8.E FOIDfi 1 AD'CF!CtiS 6 INCiG76 1T MTG. AT '1T0. S.8\i 11B SN8 EA7:5 4 IYQOB: A7 IC'G. 5T'EP iYD= 16 ANCHORS AT MTG. 9;DE E�'DS AVERAGE PANEL WICOiI :rP.rEs NEiGF.T NdEs EX(. (+) IhT. -t iFT. (+) IX(. (+) INT. -) IN*. - EXi. (+) EXT. (+) IN'. -` iNt. - Ex:'. (+) BJT F-) EXr. t+) t4'. (- JO 36 80.0 go. i BCA 80.0 80A fS0.0 EO _C °.A.O 80.0 BO.0 80.0 E0.0 BOO 9_0.0 90A_ q2 a7-1/4 92 48B00 54 fi0 ( 80A _ 80.0 90080.0 90.0 B0.0 69.6 I EO.0 90.0 EE.e E0.0 EC.O I W.0_ 80.0 B0.0 7fi.3�8D.0 70.5�-W.0 60.9 EO.0 54.6 � 731 �- 72.7 65.4 BC.0 SG.O 3C JE 4280.0 ai-i/4 84 B0.0 E0.0 - 80.0 W.0 -- °0.0 80.0 BC.O I BO.G 80.0 6C.0 80.0 I W.0 8C.0 bC.0 bC.D j SC.0 76.5 I 80.0 3C.0 8C.0 6fi.0 �0LSC.D I aE 5d BC.G aC 0 BC.O 7f.5 I AC.D fiE.9 80.0 79.8 7`..G � 8C.0 I W.0 55.5 79.3 1 6D i 8G-0 5E.8 bC.0 53S j 714 6.3.5 3D I 8G.0 eC.O B0.0 80.0 BU.O EO.D j 80.0 _--BJ.0 36 42 9C.0 BG.G BC.O 80.0 EO.0 � BOa 71.4 80.0 60.0 E0.0 � � BO.� BC.0 80.a 50� BC-0 E0.0 6J.4 8C.0 75] qg 54 80.0 I-��80.0 _- BC.O � 80.0 62.4 E0.0 74.5 B0.0 7'�.4 I EO.0 `.5.5 74.0 65. I au.0 30 36 42 96 47-1/4 ! ae I i 80.0 BC.D i E0.0 B0.0 80.0 78.1 80.0 FA.O W.0 79.8 7L0 _---W.O BO.D _8aG 80.0 _- W.0_ 80.0 i BC_0 BD.0 60.0 80.0 68.9 E95 I EC.O 79.3 �sc.o 80a 76.5 BOA 60.o -- sDo -ea.G ses j� W.D W.o 30 36 42 47-1/4 a6 702 60.0 60,C EO.0 6aC � FA.O � 6o.0 60A 50.0 fic:J 60.0 80.0 W.0 56.0 55.1 I 5C.0 6C.0 6G.0 6C.0 6c.o E3.G 50.0 W.0 60.0 60.0 G0.0 60.0 6A.0 W.o so.D SD.G EO.0 fi0.0 6o.c 60.0 6u.c JO J6 b0.0 50.0 E0.0 60.G GG.O 6G.0 _W.0 67.0 60.0 SG.0 60A 60.0 60.0 60.0 _ bx 47-1/4 1C8 sac boa 6c.o 59.5 ST.9 6ao 6D.G BG.o_ EO.0 I 6..A _ E9.G 60.0 6C.0 6C.0 ••• • • • ••• • • OX (SFOWN) XO DOOR FRAME W.__.___, a. �I f XX (SHMN) O` OL — Q ;A CF l OX—O (SHOWN) � E j F 1 6I ------ J. - OX—XX (SHONN, Xx—XO OX—XO XX—XX iiiiiiiieme i II f _ _ 1 EJcTER:OR � NOTE: 1 CCNFIGURATIONS SHO`NN FOR ILLUSTRATION PURPOSES ONLY 2 FCR APPLICAEt.E DESIGN PRESSURES SEE SHEET 5. 3 FOR ANCHOR DE.4t_S SEE SHFETS 14 THRU 19 t _ 3 .._ � -------- EXTERIOR fir•—f EXTERIOR 000 • ♦ • • • ♦ • • • PRODUCT APPROVED as comPlyy��ng with the Florida 13, td,% God9• • • • • • • ♦ ♦ ♦ ♦ • HOA-No. 16-0617.02 • • • • • • • • • Approval Date 07/20/2017 • • • • ♦ ♦ ♦ • • • • • Miam adq ro uc on o • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • y,tU Z O m OFz W ¢ OWo�� Mint 0t�� w C,aoo8 00 p a ._e Gj LL Zrn_n Q�imFr I drawing no. W 16-73�� DOOR FRAME W. 4 1, K 0 1 0 Li PX (SHOWN) Xp it-------- — ---- - ----- oom 0 L ------ . ....... ac EXTERIOR n IR FRAME WIDTH PXX-XX (SHOWN) XX-XXP 04---- I EXTERIOR PXX (SHlO`WN, XXP &—r it . . . ......... ........ i L NClE: 1 CON17GUIRATIONS SHOWN FOR fLLUSTFW-ICN PURPOSES ONLY Z. I FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. 3. FCR ANCHOR f)FTAlS SEE SHEETS 14 -,iRU 19, IF I F04 TA FEE r — -------------- 0 - Pxx-xo (SHOWN) ox - XXp DOOR FRAME WIDTH cp)- - EXTERIOR PRODUCT APPROVED scarpl= xwith the Florida z- 0.,70592 Pxx-x (SHOWN) go* Building xx-xxp OA-Nlo. 16-0617.02 PXX-XXP go. go Approval Date 07120/2017 A- OF • 0 AP-RQVFD CONFIGURATIONS go: 0.0 . . . . . . POCKETED Q00R5 TWO (2)—LR—A—QY-9 tiifillsON • . : •: : 0 O drawing no. W16-73 NOTE: AR� V IN^ FRAME W'Ai}i.___—,•, 1 CONFIGURATIONS SIICWN 'OR ILLUSTRATION PURPOSES ONLY. - 2. FOR APPL'CA3LE DESIGN PRESSURES AND REINFORCEMENTS 1 m 3 T — ---- �� —=f P.EOUIREMENTS SEE SHEET 5. Z FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. I H m u I Own �I I OGn�LL I o VouN - EXTERIOR I a oxx (SHOWN) O a ^ c Oays� XXO grcz�n: Ep�i DOOR FRtiuE Vr.DTH ,; 111 0: _ ( o- o- ` it ` Fir _ u�cLj �_ J EXTERICR E �_ �' 3 rn .a XXX (SHCWN) .� 1 o Zs� _ �13z�-�• Lj a E N I I I r DOOR FRAME WIDTH ..� _ F i CH) • • • • • • • • • I^ w I -•E I ••• a • ••• ••• • • ••• ```Il11fl3iljl/�`', O 0...i r J (� r g I PRODUCT APPROVED ��,�l;••OcENSg•'• ith the Florida pl �_... _. • �• •: • : • • • • : •. : • • ,.O oinallDa�teW 6-06 7.02 4�A'. NOa-NO. 16�0677.02 • PP OXX--XXX (SHM")::OF �drawing no.XXX—XXO A7•PROYRD CON QQjRA ',0M$ �'oxx—xxo • • • Mlam� a ro uc o• R1D"' ['�� W16-73 XXX—XXX NON —POCKETED DOOR�"ttoo lsheet.._9 of Z,3 TI3REE .3 _TRACKS �!Elnn+` r-- _ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME WID7i III N 1 O Y i1�0 I I oQ FXXX (SHOWN) XXXP i Izz } N t� I lop I I I I _DOOR FRAME WIDTH FXXX—XXO (SHOWN) OXX-•XXXP la Ip� !z IUU In0 I ! ' DOOR FRAME .......... tI i ! 4s � ],F CF -0 PXXX—XXX (SHOWN) XXX—XXX? • • • • • • • • • • • • • • • • • • e •• •e• '•• . . • •• •• ••• e •.• • • .. • • • • A� R • • •• •• • • e • ••• • • • • . • • •• • _THREE 3._TP.ACKS .e• • • • • • • • • • • • • e • • •e• • • • • • • e • • • • • • NOTE: CONFIGURATIONS SHOWN FOR LLUSiK4TON PURPOSES ONLY. 2. FOR APPUCABLF DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 2 3. FOR ANCHOR DETAILS SEE SHEETS :4 THRU 19. H Z h 9 W40 < 1 a .N Eppp o O WN`�JU JL > N t 0 V =O y e MQ It IS oc a p -....... w to _ C I ! aWMf�l I G ti ¢1 I J� �I h � � I I In ! �6 o Z WlLj <� PRODUCT APPROVED as — Iy Ing with the Florida Building Cod. Approval Date 07/20/2017 By miaml� p OFI 4 I- I y,� UCEkSyc •.•. �� I �JTE OFF drawing no. .. 06tlOte.•'�9\�J 2S9R. FRAME WIDTI GO CF)- OF- oxxx (SLIOWN) L xxxo c 6, xxxx ('ICWN) 4mm (j I 1. CONRCURATIONS SHOWN FOR ILLJSTRATION PUFF—F., 2. FOR APPLICABLE DESIGN PRESSURES AND REINTORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 -MRIJ 19. 4 o 0 L W 0 t > 10CY 10 t O 13 o I 0-:5 U z vll � D 011) z LL Jl - --------- r I FXIFHIC� L DOOR ERAVF. WD-F, a- F CF"- F CF, • XXXX—XXXO (SHOM) OXXX—XXXX oxxx _XXX0 xxxx_ xxxx AP F?01'E(: CRNMG. • • NvM6-PQ(W<F-7EQ QQ5Rf • FOUR (4) TRACKS PRODUCT APPROVED as complying with the Florida Building ods MOA-Mo. 16-0617.02 Approwl Date 0712012017 BY M12MT-Upge Product Control 70 ,P2 ATE OF W1 6-7,3 DOOR FRAME WIDTH I I I I �j I �a � - •iLi1 e; t C'-I a- I UU t OQ PXXXX XXXXP F. _... I I i I S� I I la is lg ly� I 1.0 L-_ _ _- ------ - I l( s-�- IaLLD I I tl IL NOTE 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICAELE M N PRESSURES AND REINFORCEMENTS REOUIREMENTS SEE SHEET S. 3. FOR ANCHOR DETAILS SEE SHEETS i4 THRU 79. �� I I I I i , I I o DOOR FRAME MDR! I I K I a I a I I a I �z i I Y I R i 01 o. 0 - PXXXX—XXXO CSHOWN) • • OXXX—XXXXP •• • �) o- I OF o- I F o- % a� -a I -0 y, �a • • • APP✓QOV�D C � ATIONS • • • • POCK"Ep DOO4S EOUR (4) TRACKS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT APPROVED as complylag with the Florida Building Code NOA-No. 16.0617.02 Approval Date 07120/2017 BY _ Mia e ro uc on ro �••'�iGENSF A. 703g2 *7 m' I� l I drawing no. W16-73 p W NOTE: 1. CCNFIGURATIONS SHOWN FOR ILLUSTRATION ?URPOSES CMLY. 2. FCR APPL'CABLE DES GN PRESSURES AND REINFORCEMENTS �z a PEOUIREMENTS SEE SHEET 5. i 0 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. s, 0 J O� s U' � ry 'C8 M 0 6 0 MIX 2 IQzmg�� u off � I� 5I �1 O n v �ZI�W �in�n - z e' N � J i i I� a i 1 Too 't IYr c 3 I I i I DOOR FRAMEWID-.H -0� E j;:� • 66 •••• • •• •:• ••• •••• �•• •••PQ•• PO••C`KE••• T••ED •C• ¢•Q• gMaysla i- i e- r —u—c n a �j!'%_ : �q;��5•.•`r •'•lt6It�7I�DI5�e1a1P\2'�.\ •,_�•"'�`}\�r`' (I�se- dn�e ll f& V mCwith the Florida • NoA-to. 16-0617.02 o- PRODUCT APPRO ED wPProyl Data 07/20f2017 OvT aE• ATIONs •1'4 w�t i6 n19OF ORl PXXXX—XXXX (SHOWN) $$ XXXX—XXXXP FOUR (1RAC;S PXXXX-XXXXP f�I_ n� 2o3rc3. 1JI ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS TY71CAL ANCHORS S:E ELEV.7\ SZE ELEV. , FOR SPACING FOR SPACING' �\ tEY OR 2ETY 5i= OGE GIST. 1 13/1 E" I EUCK <cloW II. AI:N. I 'm ol.: pI s I = e I •` Q�vw,v Ij E`JGE GIST. NCRETE Ell' CS4 -y , ATN LJ (�.—_ I M5 (r �� ; \q ^'I--'"j(� � i �YV\ I 1 I I I i I'I I I y ' I I GI •`C ; � I K I I I I 1 I I I I 1 1 I I I �M9 E2 B tR. •9 • • I II J• n • ll 1 E-2 _ CONCRETE • I POLRED & RARMNED CONCRLTE: 'I 3 K"I MN 11 t?/76' HIGH STRENG-H GROUT. a 3 KSI IN - 1 33/9E'• PRODUCT APPROVED ION— \ N04-Sr1C.NK, NON-METALLC lMh as complvinE with the Florida NO SOOC PSI M.N. • • • • Building CCoodde \ ! NOT BY ES WOW. • I ESE OtST. • • % • • • • • • NOA-No. 16-0617.02 E U15T_� MUST TRANSFER SHEAR • • !^—�' LOADS TC STRUCTURE • • • • • • • • Approval Oate 07/20/2017 /• • •ft _ TYPICAL ANCHORS • • • • • • • • \ • Miami e - ro uc on SEE ELEV, FOR SPACING FOR SPAGNO • • • • • • • • • • ••• • • • ••• • • -, S-.�. 4 ;a_ eH: Q $ < O W c, u N � xx I oGla� � v pW~i a 0 zo y N ¢ IL z In to 5a Qwa£tIi " 1 C � O O ..I n -J W CL NI��aNT otM� " IZ�i ' •nl L6 y . Lj IT iTi ��'' Eli, •.•. 1 r �. I' TXFE OF CWing no.� s' .GmGr,yr9`;i W16-73 )21CAL ANCHORS: SEE ELEV. FOR SPADING — _— —. — — AT HEAD — — — TYPE 'A'- 14 D1A. ULTRACON BY 'ELCO' (7-177 KU, Fy=155 K51) "rO WOOD STRUCTURES ' 2MN. PENETRAPON INTO WOOD THRU 18' BUCKS IN-0 CONCRETE 1-3/4" MIN. EMEED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. THRU 20Y BUCKS INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. TYPE 'B'- 4' DIP_ ULTRACON BY 'ELCO' (F-177 K5, Fy=155 K31) DIRECTLY INTO CONCRETE 2" M N. EMBED NTO CONCRETE, 1--1/2" MIN. EDGE DIST. TYPE 'C'- 1/4" DIA. TEKS OR 9� F DRILLING SGREW'S (GRACE 5 ORS) r INTO MI.AM.-DACE COUNT! AP -ROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063- T5 M.N.) STEEL: 1/8" INK. MIN (Fy = 35 KS: MIN.) (STEEL IN CON -ACT WITH ALUMINUM TO BE PLATED OR °AINTED) — -- — AT SILL — — — — — TYPE 'B'- 1 /4" DIA. ULTRACON BY 'ELCO' MA Fy-155 K51) CIREC-LY INTO CONCRETE 1-3/4" MIN -EMBED INTO CONCRETE �— — — — — _- ---- .- -- AT J101BS — --- -- — TYPE 'A'- 1/4" DIA ULTRACON BY 'ELCO' (Fc=177 KSI, Fy=155 KS0 INTO ,WOOD S-RUCTU'RES 2" IJIN. PENETRATION INTO WOOD THRU 16' OR 23Y DUCKS INTO CONC. OR FILL-ED ELCCK 1-1/4" MIN. EMBED INTO CONCRE' 1-1/2" MIN. EMBED INTO FILLED BLOCKS TYPE 'B'- 1/4' DIA ULTRA.CON BY 'ELCO' (F-177 KSL Fy-155 KSI) DIRECTLY INTO CONCRETE OR GROUT FLLEC BLOCKS 2" MX EMBED INTO CONCRETE 2' MIN, EMBED NTO GROUT FILLED BLOCKS TYPE 'C'-- 1/4' DIA TEKS OR SELF DRILLING SGREW-5 (GRACE 5 CRs) INTO M'AMI-DADE COUNTY APPROVED MUWONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SJBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/3" THK. MIN. (Fy = 36 KSI MAN.) — (S-EEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — —I AN .ITOR EDGE DISTANCQ3 INTO CONCRETE AND MASONRY = 2-1/2- MIN. (UNLESS SPECIFIED OTHERWISE) INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE = 3/4' MAN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 200D PSI MIN. FCR SPACING METAL -STRUCTURES EDGE CST. i 13/1 o" 1/8' THK. l Z .. _ MIN. r A F W O U fT i ��)ar IA UN'I Nan 1 paa<S tq dm �Nyp I;J TYrICAL .ANCHORS SEE E_EV. ice____-_ —_____________. i I! M,W-I-DACE COUNTY APPR'0 MULLICN �I , Q W � 12 g Z IR o FCR SPACING �I SEE SEPARATE NOA I I 9 O0 E Cr li !Ij ii ..I I�05 ZVI F ---_ -- _____}_ - -_ -; - -- B W l a I/ TY=ICAL ANCf-ORS e -_SEE ELEV. �% c� U r- J w FOR SPACING S J w � 0rnM _ i Hipp a r, �I3z� a n �LJ [I BY OR 2BY WOOD BUCKS AND MEi Al S?RUC, RE NOT BY E.S. • • • •I•MU@T IUSTPIN LO/.DS•IMPCJF*) BY GLAZING SYSTEM 9�1 :ANS.� F_M RAN�FE� TI••TO•fHE BUILDING STRUCTURE.••• go PRODII CT APPROVED ' J \ � • • • • • • • • • o" co 1 ngg with the Florida �- . - • • j • • • ildpg ode .. . . . . fWAjio.• 16.0617.02 A1Lz L9 • • • • • • • 44 al=— 07/2012017 Of ! rdrawlnq nc. Mii-mwa�Dro�onf yr '��i\��1�dk,L 1�� eet_15 of 23 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . ,• �M1$ 1M11 �. E26! ��!6� TYPICA_ ANCHORS SEE ELEV.- ••\ FOR SPACING. 1 . If — r z 9jj 1 U `E.J G3 I/2" MAX. s wcx 6LckCK WC O TYPICAL AM1CHORS FCSEE R SPACING �1EV r `t , — i5 0. — — U Z N EXT. 1/2" MAX. I. MAX. \�/ n REINF. AS REDD. G/ PiE1� SEE SHEET 5 PANEL MD�i } FOR CAPACITY L REIKF. AS ,N� H "1S%SEE SFE-R5� FOR CAPACITY PANE! DDOR FRAME w1D-N METAL rSTLCTL'RE CAL ANCHORS ELEV. SPACING 3/E" MAX. -� LOAD 6EARINC SHIMS s Z 1 TYPICAL ANCHORS SEE ELLY.-, h FZ n tt Z FCP. S-ACINGt j. 2 ! o ;al 00` O H t ,0 C l� or¢ o €. NHS 1/2" LOAD BEARING SHIMS I C o yyc� R x' I0P�— z -j uj o O 3z � n nr M . F Yd 1. • �� 1e • • • • 1 •• "\I• �� n• t ,rFS�INF'•AS EG:- • • tj •• ••• •• • • • •• PRODUCT APPROVED as complyIng with the Florida Building Code • • • • • • • • • • 000 • • • • • • • N".7Z 16-0617.02 • • • • • • v • • •• • • • • • Approval Date 07/20/2017 Mlam ro uc oTr • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 400< STRIP ANCHORS SEE ELE`iS.—•, FOR SPACING •` POCKETED JAMB-OPT'IOY i i POCKET CNATY NOT BY F.S. WINDOWS NOT PART OF TICS NCA TO BE RFVEWED BY AHJ •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• • • • • • • •• • • •• • • • • •• • • • • • • • • • • • • • • • • • •• •• • • • •• •• HOOK STRIP ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA ULTRACON_Bj-:ELCO• (F-177 KS;. Fy=155 KS) DIRECTLY INTO CONCRETE CR GROUT F'LLED CLOCKS 1-3/4" MIN. EM3ED INTO CONCRET` 2-1/4" MIN. EMBED NTO GROUT FILLED BLOCKS #14 SMc (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PFNETRATION IN-O 'WOOD #14 SMS OR SELF DRILLING SCREWS (GRADE 2 ORS) INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBS -IRATE ,ALUMINUM: 1/8" THK. MIN. (6063-T5 M.N.) STEEL: 1 /8- THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALMINUM TO BE PLATED CR PAINTED) TIPICAI EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTU-,E = 1" MIN. ;iJTO METAL STRUCTURE = 3/4- M'iN. PRODUCT APPROVED as complying with the Florida Building Code NOA-Na. 16-0617.02 Approval Date 07/20/2017 By Mlanvllm- Npruduct Control /w � F' tIGENSCc {4.0592 1. ATE OF .'j drawing nc. �I oN 4�FcoR1oP_'�%'� I W16-73 I 15Y OR 2n-Y WOOD BUCK (SEE NOTE SHEET T} _ � EDGE pIST � 3 5/8 "•,`� �'EDGE MIN. U - z ' �� II iYFICAL ANCHORS TYPICAL ANCHORS SEE ELZS. S� ELEVS. `FOR SPACHG FOR SPACING WOOD TYPICAL ANCH,CHS SEE ELEVS. FOR SPACLNG rJ i iCONCR7E EDGE 3 KSI MIN. \I DIST.� MIN. TYPICAL ANCHORS EDGE IS n 3 5/8" U x" r' c TYPICAL ANCHORS =SEE ELE'JS. FOR SPACING METAL .1 r. S-RUC:URES tB J' T-IK. t5) tY� !inl (SFE SNEEF EDGE 3 IN. MIN-_ . � \_. _ flu — Z 1 3:^DIST. �I.ti wQ� a 'Y�31 �I Y O �% O S j CL � rj lr,ro a'I TYPICAL ANCHORSCf Z +�1 . +-- SEE ELEVS. 1, FOR SPACING O .3 L 2 ap . rNDALE CODNTY APFR'D MJLJON 1 SEE EPAPJ'E NOA I1 y H O v Z j L. m H _ (SEE HOT 18) I I S I I O J O 10 Q Q I. C Mv I- of TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS ys SEE FLEV. [-SEE EI.EY SEE ELEV. c� • C){— 4 FOR SPACING FOR SPAC:NC FOR SPACING O IK I' t/2" MAX 1{ 3/E" MAX. +cn (60 K n 3 MN(. I` LOAD BEARING i 15 LOADSHIMS i O iO SHIMS I LOAD BFAR.NG t ¢ Z I SHIMS al E3A ,n a � I i EXT. I0 - SHIMS • • • • I • • • • • • 1 I u O • • • • •BY CF i0 • • _ NYt �T i • ••• •• WQPD BVFK • •• • (SEE NOTE SHEET 1) '• PRODUCT APPROVED as eom 1=p with the Plodda 1 No. i0582 _ • • • • • • • • • • • Building Coda i • • • • • • • • 6 NOA-No. 16-0617.02 • • • • • • • • • • • • • • Appro—f Date 0712012017 A �/ • • • • drawing no, • • •• ' • • • i TR_-4X I'F�^fES By - •,�; `?• IDS ''�y % W16-73 1 liM1 Miami a ro u on ro �� / �V� __ _ ANCHOF LOCATIONS \A`�if'�6.\\, s ! 1S' 231 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • METAL iBY CR 2$1 c ci ,n STRL'CTJRES WOOD BUCK-, m` a `,/BTHK. (SEE NCTT SHEET i) \ I \ ' !%(SEE SHEET 15) EDGE i5 1 J 5/3— EDGE 5:4'. MIN. =6GE DIST. o in y. MdJ.. ELF, c4h i� MN wPACI U IL, !t (ry 3I TYPICAL ANCHORS K 1_1i ` TYPICAL ANCHORS —BEE . - ❑1 I fCR SSPACING E'_EN —SEE S. FOP. SPACNG CA) -� ANCHORS � �^ �ELC. FOR SPACING l - .l \ cci f3 11 MIA,MI-OADE G. UNT'! APPR'C MULL'CH ` EDGE NSi. 3 /C" I . ppz x .. i SEE SEPARATE NCA I .VI�N' '. �.._ `�. I (SEE SHEET 15) /1 a i --T— L-------_s.� _ ---- MY Q Y I 'Y'IC.4L ANCHORS '—SEE ELEVS. 5 FOR SPACING WDOC TYPICAL ANCHORS SEE ELEVS. C� FOR SPACING 1.---. r..., ._ _ .. . }, f.. I' CCNCRETE s'7/56 MIN !_`'•, 3 KSI MIN. TlPICA, ANCHCRS iY'IGL ANCHORS TYPICAL ANCHORS TYPICAL ANC.40RS tt SEE 0 SEE ELEV. SEE ELEV. -SEE ELEV. b� FOR SPACING FOR SPACING FOR SPACING FEE SPACING i/2" MAX. {.11 1/2" MAX. �� 3/6' MAX. j'1 LOAD BEAR�Nc LOAG BE4RINc ; -"I jppp BARING CC) SHIMS SHIMS I � �,, I I 1 , I a I t2s I J I ( I N 1 N L j l •- Y �/� I1 I' • 41 c OI �_• v•. ;• • • 4 i. EXT. • •• •'• • •E �•• • /2' tWX. • • • �Y eR !9Y • • LOPD -BEAR YG • • • • • : ROOD 1,UCK • • • • SHIMS (SEE NOTE SHEET 1) PRODUCT APPROVED as com Iying with the Florida • • • . • • • • • • • Bulldin9 Code now -No. 16-0617.02 • • • • • • • • • Approval Date 07/20/2017 • TRJN 1C fIMMES . •.. *! ANCHOR LOC T10NS aliam sPro uc on ro ••• • • • • ••• • • • • • • • • • • • • • ••• •• • •• • • • • • ••• •• • •• • E? IT771 p PART ff ! F.F.CD. j DESCRIPTION n; Z o- n c IQF nW'a� F•w Zhi 1 3i Q IL OO`, Si W h I O OGnh� iUowa Q G O D C Z 0 r Ie"Z4„ Ji Z Of Q d Z J QWWf 'I i C: O) o . L) J y z J �: u (n �. JOyn ! 3 J 3z r o�l i Lai a : J( L4 —� i I SURFACE MOUNT METAWC HANDLE AT 44" FROM BOTTOM ( I FASTENED TO LOCK STILE TH �I (2) {B X 1/2" FH SMS I .. SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK I' 44" FROM BOTTOM FASTENED TO LOCK STILE VIfTY. c I (z) ylc x 1" FTJ sAs js SURFACE MOUNT METALLIC KEEPER AT 44" FRGM BOTTOM FASTENED TO FRAME JAMB(�AL1`[q�D ASTRAGAL STILE WITH-i- (3) f8 X 3/4".PH SMS yfAl2` �J • • • • • • • • • • c �I_ • • • • • F. �_... • • • • •• �� /� �A.y7 �F�^ �� i PRODUCT APPROVED • • • • • • as —piyinngg with the Florida Building me y • • • NgF1-No. • i6-0617.02 �; 92 - •' :. .. II • I �' • • • • • 4ppravaJ�ats 07/2012017 'l= = � lu' ,SEALANT: • • • • • • • • • • • • • • �, By `� ATE OF Gy \� drawing no. 1 • ALL d01NT5 AND FRAJdE CONNECTIONS SEALED WITH • • • • • • • • • YI•nn a o u on o •'•-F[oRLo°••' \ \; �wAQ^ ••-- .�C9� (W16-73 J WHITL/ALUMINUM COLORED SILICONE. mIIIiIL % -steet200T23) A(ATERLAL 7dANF./SUPPLIER/RI]IA[C{S Et ES-ELs00-001 I 1 i FRAME HEAD (2 PFCK) 6063-T6 - ETA ES-EL•00 201 AS RE00. � FRAME HEAD (3 TkAOK) 5C6J-�6 ES-FLa00-20_' i AS RE00. F'vW,E H.FN1 (4 TRACK) BC63-T6 - EIB - E2 6-F'.._400-002 t 1 }FRAME SILL (2 TRACK) 6G63-T6 ES-EL400-202 AS RE00. F-HAA'E SILL (3 TRACK) 6063-T6 Eta E2,B - i ES-E_400-206 AS RE00. ; FRAME SILL (a TPACK) 6063-T6 E3 ES-E_400-}03 2 ,FRAME JAMB (2 TPACX; 6063-TS - E3A ES-E_400-2173 � AS READ. +FRAA!E JAMB (3 ;RACK; 6063-T5 _ - E3B ES-E_WO-207 � 1S P.E7D. i FRAME :.u:3 (a ;PACK; Et E5 ES-L400-OCR � i f PANE' ES-E_4O0-OCS 1f PANEL ,TOP RAI_ (IMBUE LAM. GLASS) I FO6}-'6 iBOTTGM RAIL (IMBUE UAL. CLASS) ( 6063-TG E6 vs-�400-OC6 ' AS READ. � JAMB SILF (WSUL. LP4. GLASS) i BOEJ-T6 - E7 I EB E9 � c_L .4,�Dp7 � A<, REW. � INTERLOCK STILE (WSIJL �_ GL45S; fw63-T6 f - - I ES-i�400-OC3 1/ FANE7 T ES-E140p�-Ot0 1/ PANEL � TOP R.+t_ (wa. GLASS) I 60E3-T6 BO^OM RAIL (LPN. GLASS) a063-TB JAMS 5711E (TAM. G.ASS) 608J-Tb E' 0 I ES-EL400-Ci 1 I AS RECD. (- E71 ES-EL400-C'2 .S RECD IN•. �ELCCK BILE RAM. GLASS) fi053-To'_ E12 ES-EL40Gu�A6 RECD. E `2A I ES-t1<OJ-CC8 :S RE07 4cTRAGAI STILE (LAM. GABS) BOE3-T6 A:.'FAG4;. STILE (WSUL LAM. GLASS)- E13 ES-F.La00i14 AS REOD. JAMS CCYEP, POCKET JAMB BO63 -T5 E1• I ES-LL4C0-C 5 AS REOD. E19 � ES-Ei4G0 � RECD. E76 � ES-F'.aC0-477 h5 REQD. S�iL TRACK G63^T6 - 1HEAC COVER 6C83-i5 6063-T9 � S.0 RISER Et7 E;-EL4CO-J78 AS RECD. E18 Fa-E40D-02� AS REOD. F19 I ES-EL4C0-021 I AS REOC F.XED PANEL BO'TCM GUIDE (INTERLOCK REINFORCEMENT 8005-75�--- F26 AS RECC. SCREW COvi� 606J-T6 - UUROMEfER 70t3 SHORE A � A:I A!2 ES-Fi•F00-G01 1/ FP.VEL ES-E..400-GC2 14/ PANEL GLAZING G4SfCET (LPN. CLF55) I GLAZINC GASKET (IN"..JL. LAN.. G!N-S) SeY'O7:_ � S.JCONE DUROYETER 7033 SHORE A DUROME7ER SC35 SHORE Q M3 ES202C-GO, I AS RED 'INTERLOCK DUMPER � PVC I WOOL � M4 A!5_ M6 W33271 NK (� AS RECD. I PILE w'S7`LPPINC (INTE3QCKj W33191 MK AS REW. I PILE WSP.IFPING WOOL � IXE CAST ALUM _— {f— FS01 -0.'14 ins R•CD. OCCR HANDLE P501-70;5 AS RcUD I STRIKE FOR MC!71:SE LOCK TWO PONT ANULE _ M7 ' 5i. STEEL M8 P v`-1036 I AS RE..`D. MORTISE 2 POa:T ST. S:EO. M9 Ci-RJ4 PMF1 I ROLLED ASSEMELY _ ZAMA.< _ _ — M1G 684s.7 I �S RECD. BUMPER � ES-EL400-FP; SL �. AS REQD. `FlX PANe.. CLIP >j`8 X 3fa' --- AS RECD. KEEPER FAS'E1JEK5 I ALUM/NYLDA FA1I A112 M13 I ST. STEEL -ST. STEEL P.H. SMS I /^C X 1-1%4' AS RE00 PANEL ASSEMBLY FASTENERS 5T. 5T2'EL P.H. SMS P.M. 511 M7�—�.2 X f-t/2' AS FLcOO F7AY.E ASSEMBLY FASTENERS ST. STEEL I MI5 AIl6 ))6 Y 3/A-�T AS ftE00. ��-RX. PANEL CIJF' 'AS-IN ST 57 ST�L I P.H. SMc • �� = � -. I �8 X 1/2" .45 REOD. FIX. PANEL CLIP FASTENERS ST. STEEL _ F.M. SM• • • •_ M18 'Al (I10 % i/2I AS REOD. 1' AS Rc00. ROLLER FASTENERS Si. STEEL P.H. SMS F.H. SM• • • • • • • LOCK INSTALLARON FASTENERS S. STEEL M20 �3 X 1/2' I AS RE00. HANDLE INSTALLATION FASTENERS STEEL F.H. SMS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.575 06, 743 FRAME HERO (2 TRACK) .062 2.000 <.762 5.686— - C62 FRAME HEAD (3 TRACK) 7.486 I FRAME :1EA0 (4 .070.1 2.0cc i �— - 894 I 7J0< (f2) �A FRAME SIL_ 3 TRACK l�zyl FRAMF S:LL FRA.!E SILL (2 -RACK) \ ( ) 1.3A0 �- �1i -� 7.380 '--- F r OE2 .072 J.715 n I85 5.686 5.5'15 7.496 �r� Z335 r2— FF 1��072 w .662 r-, .072 � _ 4 I`11) FRAME OUR (2 TRACK) FRh._ JAMB (3 TRACK) FRAME JAMB (4 TRACK) - iMM .062 II 7.745 -1 732 �j • • • • • • • • • • • • 33 .178 7 • • • • • • • • • i--2.750-- E74 POCKET JAMB • • • • . . .. •• . • . • •• • • . . . . ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT APPROVED as comp) ing with the Florida Building Code NOA-No. 16-0617.02 Approval Date 07/2012017 By Mi ro uc on ro s z OF ;��/ drawing no. I 1.340 1.811 2.686 .062 I.866 PANEL TOP RAIL PANEL. BOTTM PAIL CE (LAM. CLiSG; iT _-2326--! �.062 I 149C I 1340 W - 2 .051 PANEL 1AA19 SPLE Et Of (LAN. GLASS) -- 2.750-- i � .1. 15 1.340 1.19E 062 I� 1.622 r� INTERLOCK STILE .5CO 2.551 I .062-'f^- SILL RISER -1 1.340 1- t 8:1 2.6E6 •a.062 y PANEL TOP RAIL 4su,- LAY. GLASS) 2. I 2 .062 2.113 -a+ 1.360 T- PANEL BOTTM RAIL 5) (.NSUL. LAV. GLASS) i 2.926 -.C62 I 1- x 490 � 0 -___ram 2.C51-- 4 1 PANEL JAMB STILE / (INSUL LAM. GLASS) p- 2. 5511- .115 13�� 1.i9a I 062' i 1.622� INTERLOCK STILE (INSUL LAM. GLASS) T -ate- 1.904 .340 1 1 --- 3.422 AS(77i GAL ST'L`- E1 ('.AM. GLASS; £12� r.732 I 1.3sc 12s Y-- - .929 E16 (=79) INTERLCC< STIFFENER. i 441 087 f --� FIX. PANEL BOTTOM GUIDE E1E f•t.7t ? 050 1 S 12 .275-' ASTP.A.GAL STILE ,INSUL LAM. GLAS! A40 I �311 _ HEAD COVER 243L-•- JI-1 O50"aI� JALA9 COVER 2871 11 •- t .040 -mFo-- .7111 J TACK INSERT I \E-26; SCREW COVER 052= � 4EU GLAZING GAKET LAM. UASS 1.340 I 972 .0621 GLAZING GAKKE- CINSUL LAM. GLASS MATERIAL - SILICONE HARDNESS - 7C±3 TFNSILE STRENGTH = 1139 PS ELONGATION Al BREAK a 2355 TEAR STRENGTH = 107 Lb/IN EWTTLiNESS TEMPERATUff _ -40' F COMPRESSION SFr = 12.3X (22h6212F) •• ••• • • • • • •• • • • • • • • • • • • ............ •• ••• • ••• • • • • • • •• • • .• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT APPROVED as coodemplg with the Florida auildin9 C NDA-No. 16-0617.02 Approval Dat 07/20/2017 BY /: 0 o' N v J 0 OQ�N? i a � 4�3zL,�l v. �? G �► 1 •'• T OP yJ1 i drowing ` rot S ME 'SHOWN) Al iF sevw- n.; PRODUCT APPROVED F�, as =ln 2 TRACK F.R�MES (SHOWN, MM® DADE :4 MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION 'r (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy E.S. Windows, LLC 3550 NW 49" Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality 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 revoke, modify, or suspend the use of such product or material within their jurisdic 4v. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade:County Prodxstr E,'ontrolo e e o e o Section that this product or material fails to meet the requirements of the applicable 11"ldiflg code•:•� This product is approved as described herein, and has been designed to comply MUM Florida Building- • • •: - Code, including the High Velocity Hurricane Zone. : : : : .... DESCRIPTION: Series "EL200" Aluminum Horizontal Rolling Window - L.1VLL.0 * ; -... :..0 APPROVAL DOCUMENT: Drawing No. W16-86, titled "ES-EL200 HorizontACV(Zling A1u:f..*Wdw! :0-0 (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision C dated 01/12/lY. reared by'Al-1*aroocf a 0 0 : 0 .cP.. Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dada County Product Control '. Revision stamp with the Notice of Acceptance number and expiration date by.the �V i'ami4 tdeZFounty7*0**: • Product Control Section. 9..0 . ..... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 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 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 Y 08 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 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-007, dated 12/08/16, signed and sealed by Constantin Bortes,.P.P.•• (Submitted under NOA No. 16-0617.04) • .... ...... ...... .. . ...... C. CALCULATIONS • • • • • • 1. Anchor verification calculations and structural analysis, com�lyiug with •F$•C StK • • • •: Edition (2014), dated 06/10/15, prepared by Al-Farooq Corporal" n''. igned arid: ealecr • by Javad Ahmad, P.E. .. .. .. • (Submitted under NOA No. 16-0617.04) • • • • • • • 2. Glazing complies with ASTM E1300-09Goo • • •... • ...... D. QUALITY ASSURANCE • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel Per , P E. Product Control E am er NOA No. 18- 21.03 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E-1 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. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 12/28/17, expiring on 07/04/23. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 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 Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 6" 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. 17-11•t4.fl61 2. Statement letter of conformance, complying with FBC 51h Edithn-(�014), dated • • • •; • 12/08/16, issued by Al-Farooq Corporation, signed and sealed bydaYad Abffv , F.E. (Submitted under NOA No. 16-0617.04) • • • • • • 3. Statement letter of no financial interest, dated 12/08/16, issued jJYA1;Farogq. •• :"": Corporation signed and sealed by Javad Ahmad P.E. 0. ' • • • • • • ..:..: .... ..:.. ' (Submitted under NOA No. 16-0617.04) • 4. Addendum letter, issued by Blackwater Testing for Test Report "Q.BT-ESW;16-007• • • • dated 12/15/16. (Submitted under NOA No. 16-061 7 04) • • • • ....:. 5. Distributor Agreement, signed by Carlos Garcia and by Evelyn Da& ; • • (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) F. 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 0l/19/17 and expiring on 01/19/22. Manuel rez, .E. Product Contro V-0221.03 finer NOA No. Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E-2 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 01/12/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 an aluminum horizontal sliding window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-007, dated 10/24/17, signed and sealed by Constantin Bortes, P.E. 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 AgAgrjVa, Inc.'for their""" "SentryGlas(g (Clear and White) Glass Interlayers" dated .1.1/28/17, Aspiring ort • • • • 07/04/23. •••• • 0-00 2. Notice of Acceptance No. 17-1.114.14 issued to Kuraray AmcH4d; )one. fWtlri; • • • •' "Trosifol® Ultraclear, Clear and Color PVB Glass Interlaye* §. Odated 0 r118/18, • • • •; • expiring on 07/08/19. '. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical ComilAhy'MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass lhterlayeris "ilh 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 ono/11/18 and expiring on 01/19/22. Manuel Poxam�* E. Product Controler NOA No. 103 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E-3 72 15/16' 72 15/16" 72 15/16" FRAME WIDTH FRAME WIDTH FRAME WIDTH AT MTG. 7' MAX. (3) ANCHORS STILE ENDS AT 5' O.C. 19' MAX. HEPD AT MTG. 7' MAX. (3) ANCHORS STILE ENDS AT 5' O.C. 1 19" MAX. HEAD AT MTG. 6" MAX. (3) ANCHORS STILE ENDS AT 5" O.C. 12" MAX. HEAD EAD/SILL A :ORNERS 4 / C HEAD/SILL A CORNERS ` ,_� HEAD/SILL A CORNERS 6 --� 1 1 II .I I I i- IF EI! 6 2 �xn0 iiC^,IIx �IY �10ZS�-Sn0 I I i FALS_ MUNTINS 4 4 MAX. I z lz (SURFACE APPLIED) 1 `- SILL ,� '' 0 1 SILL I g a o MAY BE USED i c, �I m I u 32 11/16' 32 11/16" 32 11/16' 32 11/16' D.L OPC. �I D.L OPG. D.L. OPG. D.L. OPG. 36 9/16" �(3) ANCHORS 36 9/16" �(3) ANCHORS VENT WIDTH AT MTG STILE ENDS VENT WIDTH AT MTG. STILE ENDS AT 5' O.C. AT 5' O.C. TYPICAL ELEVATION TYPICAL ELEVATION FLANGE FRAMES FLANGE FRAMES WITH FLUSH ADAPTER 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 & 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. MAXIMUM DESIGN LOAD RATING = + :5.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 85,0 PSF MTG. STILES WITHOUT REINFORCING MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 90.0 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 50. FT FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW NOT TO EXCEED TESTED FRAME AREA OF 31.46 SQ. FT. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• • • • •• • • • • ••• • • • • • •• • • • • • • • • • • • • • •• •• • s • •• •• E 11 --TI Y �6 II 1 II I II 1! II II u I! II II 3 1 MAX. m � f z SILL gl p u 32 11/16' 32 11/16" < n D.L. OPG. D.L. OPG. J F' LL 36 9/16" 1 (3) ANCHORS VENT WIDTH LAT MTG. STILE ENDS AT 5' O.C. of V) 3 TYPICAL ELEVATION 0O v n FLANGE FRAMES WITH FIN ADAPTER S13 z o w N C) W Ln lJ l t7 < O N C UI n THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.1 SHUTTERS ARE NOT REQUIRED. I- 0 c H DENS i70592 PRODLi('1'REVISFIJ ....plying tvith the florid' AcccPlays h, -G24I. tl� j(,/t•� Dyle t�Z2 '• (4T � ®'•, TE OF •��` �Z drawing I /�ir4r........lAll pnoC. t 6 E 2 L �IIZ-- r O 01Z h J _ i FALSE MUNTINS i (SURFACE APPLIED)) MAY BE USED (3) ANCHORS AT MTG. SOLE ENDS AT 5"0 C j 4 _1L___1.�= II / II F� 6 6 6 II II II II II I, -- -I----'--- IT- II II I _____._ 1L -Tr---r,- 9 / SILL m0 O 32 11/16" �I 32 11/16" 32 11/16\ (3) ANCHORS D.L. OPG. D.L. OPG. D.L. OPG. AT MTG. STILE ENDS 36 9/16" 36 9/16" AT 5" O.C. Itr VENT WIDTH VENT WIDTH TYPICAL ELEVATION FLANGE FRAMES FR (3) ANCHORS 6. MAX AT MTG. SOLE ENDS HEAD/SILL I AT 5' O.C. (8/` CORNERS A J 7" MAX. _ HEAD/SILL CORNERS = 7 mILL �I1 I � I 1 a � m 3: Z q m ZZ w G W 2 aI n �. O a O J O a V d j N C c t 0 vow4 0 0 a IL 0< O N 0 °� Y xxQQ�m Coo Z:G Q W D LL 4zN_0 J 0�a Q w in lu MAx. 'm W 0 3 I OV b (3) ANCHORS Il 32 11/16" i� 32 11/16' 32 1� 1/16� AT MTG. STILE ENDS JI D.L. OPC. D.L. OPG. AT 5" O.C. IP 36 9/16" I 36 9/16' U VENT WIDTH VENT WIDTH J w J TYPICAL ELEVATION _ 110' FLANGE FRAMES WITH FLUSH ADAPTER z FRAME WIDTH (3) ANCHORS AT MTG. STILE ENDS 19• MAX C. AT 5,7 HEAD I�TfT-1-- II I _- -�r II II II�II II li � I ' II II li II I I: II II I I 12" MAX. it i I E x O N U m 6 O 3 h L it it m yt Z W O 1 I. f II .I II i, f• ••• • �1• • • !•• f i I• 8 MAX i SILL (3) ANCHORS 092 YI,M •` I� ��y1 /16' 32 11/16" AT MTG. STILE ENDS 09 D.L. G. FF--•----D.L•OPG. • •••D.L. OPG. AT 5" O.C. • 436 9^6' • I•• • • •• • •36 9/16" • VENT �� • --.' • • • • • *.ENT WIDTH 1'?PICA� ELEVAI�(iN • FLANGE FRAMES WITH FIN ADAPTER 'Is ov • • • • • • • • • • ••• •• •• • • • •• •• GEN 0 p tn� zo x Z 3 J m g 3zt�� W U7NQ n w' WMf r MAXIMUM DESIGN LOAD RATING = + 65.0 PS (FOR SIZES SHOWN ABOVE OR SMALLER) — 65.0 PSF � MTG. STILES WITHOUT REINFORCING G X.I" �r MAXIMUM DESIGN LOAD RATING = + 80.0 PSF to (FOR SIZES SHOWN ABOVE OR SMALLER) - 90.0 PSF F" W MTG. STILES WITH REINFORCING ., m 4 Y i OPERATING VENTS CAN RE 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 47.36 SQ. FT. V I P:Z(XCT RF.VISFD I », 1)}.I `Y! • \\ , S� N £ es complying with Ilse Fhrida .� : o n Iiuildmg Cod_ Ac.tplBecC,at t CM I. S ATE OF2 drawing pno. �. (L!/J\\iitn OR1D�Iglf9��i—U6 W V) m 3 F yl m I IL G O� N O O ` o U OWN fL W W < O 1/8" TEMP. GLASS 1/8' TEMP. GLASS 3/8' AIR SPACE 5/16' AIR SPACE V O j t`Io —1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN•D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 00 a c c S 1 .090" Interayer .090" Interloyer 090" Intenayer .090" Interloyer 0 Ir Trosifol PVB ' Trosifol Pve Trosifol PVB , Trosifol PVB Q W LL w By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuromy America, Inca By 'Kuraray America, Inc.' ly OR OR OR OR LL Z m .090" Interloyer .090" Interloyer .090" Interloyer .090" Interloyer J C7 u) Q SentryGlas SentryGlas SentryGlas SentryGlcs Q W f By 'Kuraray Americo, Inc By 'Kuraray America, Inc.' By 'Kuraray Americo, Inc.' By •Kuraray America, Inc.' J OR r--OR OR OR — — .090" Interloyer ' .090" Interloyer 090- Interloyer .090" tnterloyer Saflex Clear And Color Glass Saflex Clear And Color Glass Saflex Clear And Color Glass Saflex Clear And Color Glass By •Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By Eastman Chemical Co.' OR OR OR OR 3 .075" Interloyer .075' Interayer .075" Interloyer .075" Interloyer 3 Saflex CP With PET Core Saflex CP With PET Care I Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' ` By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' fO\ Ir1/8' HEAT STREN'D. GLASS 1 r-1/4' HEAT STREN-D. GLASS Ir 1/8" HEAT STREN'D. GLASS 1/4' HEAT STREN'D. GLASS a „0� 1 SILICONE , I SILICONE I SILICONE 1 I SILICONE J 4 w I DOW CORNING 795 DOW CORn,NG 795 Z w DOW CORNING 795 I,,, DOW CORNING 795 J m DOW CORNING 983 m /-DOW CORNING 983 Im I DOW CORNING 983 m I DOW CORNING 983 z DOW CORNING 2400 z DOW CORNING 2400 z �DOW CORNING 2400 z DOW CORNING 2400 v N N h (HOT MELT) rVJ^ I (HOT MELT) Ity9^ 1 (HOT MELT) s 'i� s (HOT MELT) o `* iO M7 �, I_ \ U i II� �IU MI \' M7 II 5E O m O III II Q 3 Z " h vi O w E9 w N 0 0 0 11 / o Ett\ o: w u M2 w M2 w M3 u M3 GLOSS TYPE '1' GLASS TYPE '2' GLASS TYPE 'li' GLASS TYPE '2i' I a 5/16' OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 7/8- OVERALL INSL'L. LAM. GLASS 7/8" OVERALL INSLIL LAM. GLASS o '^ GLAZING OPTIONo N A = PROUDCTREVISU) S >c xmpfyiag wish the Florida ling • • • • • • • • • • A+Ica._ptaou fbl-0221.0 "c • • • • • • i:yr•x!r_t- Date W22 • • • • •--7J, o g o •• •• • • • ••• • � Nli<-av}Dade Prodacl ontr9t 5/16" & 3/8" AIR SPACE CONSISTING OF: �; GE F'•. ® •� 4 SPACER: ❑❑ ' \ i sa:.D ••}} qq • • • • • 'HELIMA' LOW PROFILE ALUMINUM SPACER � L L,01�_� 70592 - NOTE: • • • • • • •: V �INVRMANN GMBH' GLASS CAPACITIES ARE • • • • ♦ROWND•TH: PERIMETER OF THE GLASS. 1 �` BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • • • PBRIMETAR %EALANT �� O '•. TE OF !yam drawing a no. AND FLORIDA BUILDING COMMISSION • • • • • • • iqwLbNL• • •._• oRtOP.•\�� W 6-86 DECLARATORY STATEMENT DCA05-DEC-219 D�N CORKING 791 \�$,oW/OL ��x ---------- ----- GE 2000 sheet 3 of11; ••• • • • • ••• • • • ••••• • • • • • • ••• • • • •• •• lay TYPICAL ANCHORS WOOD BUCK — SEE ELEV. FOR SPACING ° a . d ° ° ° EOGfi D'ST. a d ° d ° , I M16 I (0A /Q\� M 14 E14 TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TO SWEEP LATCH M6 OPTIONAL TO SPRING LATCH I I P w `9EEPHOLES: Mn W1 = 1-1/2" X 5/16" WEEPHOLES AT 5-1/2" FROM EACH END E7 I it E2 I I ' I �I_ E7 OM13 0 �\ I Mt6 • � I 13 `i-i `./ M5 • (fl �• Y2 • • • MS rRODUCF REVISED M 12 j • • • �-• • • N . c-,p!5 mg wilh the F1.6da E3 • • • • • W 6 •— - • I Mt6 ^ 0•u:dings o nc•+cptzancx ivo 10'�I M9 • • • • • Mi EY*y,�n DYe . a Id; - < ° �.__.__ ._`—_ Mix/r,YjY{}Dry ,- C mr_ • • • • • ,'` - Y -? - d ° L ^ I� EDGE_ DIST. \ a • i ^ • • • (I • • •� :> '�� • ' V 0 . -t FOR WINDOWS WITHOUT E1�SILLRISER LIMIT MAX. .� • FOR WINDtWS,IffHOtlf• }l:CAL•ANCH" • • SEE J • EXT.(t) LOADS TO 65.0 PSF a W,1 TYPICAL AN SEE ELEV. E15 SILL RISER EMIT MAXI ELEV. •1BY • • • FOR •PACING • • WOOD BUCK ° FOR SPACING EXT.(+) LOADS TO 65.0 PSF EDGE GIST. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ME I 7059.2 � II 5 1TE OF !(�� drawing no. un11t sheet Ff -- ---- ----------� lm_�:]' NCHORSMETAL I MIAMI—DADE COUNTY AP STRUCTURE 1t MULLION k MULLION AII I� SEE SEPARATE NOA �I Z y n t m II EDGE jI Z °j ry I—iSEE I Q g Z n —_—�. ____ �J O V0 IL m0 t NVp>mpaC�M8TYPICAL ANCHORS AL ANCHORS 0 a 0SEE ELEV. LEV. 0 d' FOR SPACING FOR SPACING a W j p e {Liy-0 Of O m Q W T f Y•1 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (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 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO 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 SELF DRILLING 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.) • *0 • • • • • 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. • • • • • • • • • PRORE.V1SPn TAK INTO WOOD STRUCTURE = 1" MIN. • • • • • • • • • • • • • a: �nript}�ry{with G. Florida T tt L It INTO METAL STRUCTURE = 3/4" MIN. • • • • • • • • • • • • • • • • • • • • • •• ftmtaogCnde s_Ci AC:CPIAfL: Nhf W000 AT HEAD, SILL OR JAMBS SG 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. • • • • • • • • • • • • • • • P r, eCata�O Y" l"Z ',, " C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. "; • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 3 0 3 3 c� J J w V) �! vi C)�n C) mi 8 3zL`' o N Ln Ln y� LLJ M r c.? o 2 o B I i I�°-aol I 7�711 nilil Ay�vg,,��i\ •r NSF•'•. � 0592 Ie '• 5 OF r�t,�l�` �'•. RIto) \ drawing W16-86 �yyg/1,0—j kL 1��V� sheet 5 off tl� ' P,6REINFORCING O ASREOD. 1/4" MAX. 1/4" MAX. VENT WIDTH SEELEVS. SHIMS SHIM M16 �E4 M5 E6 ES MI6 M8 E18 E4.1 TYPICAL ANCHORS f SEE ELEV. FOR SPACING f I w0 � 1104 Egg J (M� M5 (MI6 iE EXTERIOR 7 M5 7ALJ URE D.L OPG _I 1BY I WOOD BUCKS WINDOW WIDTH XO LAYOUT OX OPPOSITE O O 1/4- MAX. VENT WIDTH SHIM --------------- TYPICAL ANCHORS SEE ELEV. FOR SPACING 11 ' TYPICAL ANCHORS SEE ELI, FOR SPACING 4 A1/4' --- O 0 e as 4 .. I WINDOW WIDTH O REINFORCING Et6 AS REOD. SEE ELEVS. JL- ! r MIAMI-DARE COUNTY APPROVED MULLION SEE SEPARATE NOA m �n r-- m O a 11 11 Q 4 Z 0 U 1I II O W M �M _y I I o I I O UI N p b II .1 I. QW7LLN � 2 � C Q W 0�1 f tW- II TYPICAL ANCHOR$ SEE ELEV. _ J. FOR SPACING )W WIDTH n o '^ 3 m u U J I � J w Q v 16 1 4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV, FOR SPACING i o o r�'1 Z 3 J / R 9/4' g i 3z� O 'n Lj v l 7TL' 1BY WOOD BUCKS / — b Y70592 ?ODIiCT NE`JLSk:D ' / ,�_cnmp:Yl+g wiYiM Fkrida - c - " Q - �u xn mrxb '��'E• �{l}n drawing no. :,,'�SS..,oRioR•��; W16-86 ({ ��• ®P4AL �VV` sheet 6 of jJ s•• • • • • •• •• EDGE DIST. �� m �- MErAL MIAMI-DAOE COUNTY APPROVED I EDGE OIST. STRUCTURE MULUON & MULLION ANCHORS 3 ° ° ° • 9 SEE SEPARATE NOA Z •nZ� 7 O Z M ry< Ill EDGE DIST. oo�olo IL .. II JX¢¢c I �WN``✓ O E12 E12 a N E12 U N r LL ci f] W .i ALT a�� g Q 6G.i TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS C Z O N SEE ELEV. SEE ELEV. —SEE ELEV.Q w a 6 FOR SPACING FOR SPACING FOR SPACING IL Z M O 10 aWMf: � I m 3I wl la c9 z JVN w 4 U J � N o, Fy SHIMS M ro WTYPICAL ANCHORS Z 3 e SEE ELEV. FOR SPACING n N ~ n114' TYPICAL ANCHORS u ; i SEE ELEV. ° a 3 FOR SPACING a Rio olo � z �� WINDOW WIDTH de I�B •• ••• • • • • 'C o-�- •• '� j H� • • • • • • • • • h'� g C ALT. • • • • • �'> ' 1 .JP� ..._Af % ul T — AH I � USTAEATIN DLT�ttL31yITH FLUSH FRAME ADAPTER � ��•' VCENSF'•., a SEE SHEETS 4 & 6 FOR WINDOW DETAILS ] +1 _ P O ° • II S i • i • • • • • • • PP JT)UCT;l,2v!Sf_,_l3 ( 1 - �2 P ° 7 • • • • • • • • • • • 1 1 :ompiyimy wi1.h dK iiorcfa _ = I o E P II • • • • • • C • • SLif4mg (,rvk . tu` 1` , vM-022` • • • • •• • • •• • • xNI�� %O S EOP 6p. drawing no. • • • • • • • • • • E.vm,:».� TYcs 214 \•• •' .t�oem C� ',��//�oc�i{IIk11.Ic\\ C-neet 7 of 11 • • • • • • • • o goo • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 TYPICAL ANCHORS ILLUSTRATIVE DTLS. ONLY SEE ELEV. EXT. OR INT. FINISHES CFOR SPACING NOT BY E.S. WDW. 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. 1/2" MIN. O ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. EXTERIOR i • •• • • • • • • • • • • ••• • • • • 1111 I11I/ �Y�YY • �< au INSTALLATION DETAILS WITH FIN FRAME ADAPTER ��IAH `y, �® sF •,O r , Ig SEE SHEETS 4 & 6 FOR WINDOW DETAILS z • • • • • • • • • • • PRODUCT Rf;VISED • • • • • e t • • • • • • • • • a -mPh 'B wilh the Floods i8 2 2P 18'022 LC3 '., Gee... • • • • • .. .gccePre rrc o TE OF !{j\ w,.. .moo. drawing no. W16-86 ... . . . . ..• • . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . umt,ij !W m m Z q e H 1.- n a w Z a I►G m o J O W N �� O GNP O?N paoo8 ONNp� �/�=0N y w 7 w N LL Z m aJz0,E w w 01 i � f m N o 3 m Q z U J -J W O H Z N v o n p `r M aio 0. 3 g 3z _- w ln�� W W M 5 r tyLyW At S3I mg il� 1 oc "ROTJL;CT RF.VISEU • . • • . • • • . • • • as �esaptyelg -th ttte Florida.• • • • • • • • • BuHAtsg Code G • • • • • • • • • a�manceNo t8•d2 .Q3 = iy �l • • • • . • . • • • • • F_.;.-ati -i Dxe2 7 OF lL drawing no. ... .. • . • aY ''. �'Ags ? .. o ��C�� W 16-86 amt� d PrractCantnh i\! ®NA1 miiltsheet ( g of 1 1 IT EM A PART N REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS El ES-E1104 1 FRAME HEAD 6063-T6 - E2 ES-EL201 1 FRAME SILL 6063-T6 - E3 ES-EL202 1 S:LL TRACK 6063-T6 - E4 ES-EL102 2 FRAME JAMB (OPERAnNC) 6063-T6 - E4.1 ES-EL101A 2 FRAME JAMB (FIXED) _ 6063-T6 ES ES-EL105 1 INTERLOCK STILE fi083-T6 - E6 ES-EU 06 1 JAMB STLE fi063-T6 - E7 ES-EL107 2 VENT TOP &BOTTOM RAIL 6063-T6 - E8 ES-EL108A 1 FIXED MTG. STILE 6063-T6 6063-T6 - E9 ES-EL109 A-5 ROD. _ GLAZING BEAD (5/16' LAM. G1A55) - E10 ES-EL110 AS ROD. GLAZING BEAD (7/76" LAM. G1A55) 6063-T6_ - E11 ES-ELili AS ROD. GLAZING BEAD (INSUL LAM. GLASS) 606}-T6 -_ E12 ES-EL712 AS REQD. FLUSH FRAME ADAPTER 6063-T6 E13 ES-EL715 AS REQD. (LUSH FRAME ADAPTER WITH fill - E14 ES-EL114 AS REQD. HEAD SCREW COVER _fiue3-T5 i 6063-T6 &le}-T6 - E15 ES-2077 AS REQD. SILL RISER - Et6 ES-E1220 AS REDO. INTERLOCK STILE STIFFENER 6005-TS - E17 ES-EL227 AS REQD. FIX. MTG. STILE STIFFENER 1i00S-75 - E18 ES-EL113A AS REOD. JAMB SCREW COVER 6063-T6 - M1 ES-5008A AS REQD. GLAZING BEAD BULB SILICONE OUROMETER 6Cf5 SHORE A M2 80-37ZA 2/ LITE SETTING BLOCK AT 1/4 POINTS (LAM. GLASS) SILICONE DUROMETER 80t5 SHORE A M3 EL100-BO1 2/ LITE SETTING BLOCK AT 1/4 POINTS (INSUL. LAM. G(A55) SILICONE DUROMETER 80t5 SHORE A M4 EL100-}01 I AS REQD. VENT STOP RIGID PVC - M5 W23211NG AS REQD. PILE W'SRIPPING WITH PLASTIC FlN POLYPROPYLENE - M6 SKOB-4010 2/ VENT SPRING LOADED PATCH 6063-T6 ALTERNATE TO SWEEP LATCH M7 ES-7012 2/ LATCH LATCH SPRING 5T. STEEL - MB SL302-%% 12/ VENT SWEEP LATCH DIE CAST PLUM - M9 wA2L 2 WEEP HOLE COVER RIGID PVC - M70 ES-1000-P1L - LEFT NOTCH CAP NYLON - Mii ES-1000-P1R - RIGHT NOTCH CAP NYLON - M12 WPSA-N7 2 3/4" X 3/4' RLTIC FOAM PAD FOAM - M73 TAR-16019P-A 2 ROLLER POLYAMIDE & ACE7AL - M14 TAR-16019P 2 ROLLER HOUSING POLYAMIDE - M75 %8 % 1' - FLUSH FRAME ADAPTER ASSEMBLY FASTENERS 5T. STEEL FH SMS MI6 !78 X 1" - FRAME AND VENT ASSEMBLY FA; ENERS ST. STEEL PH SMS Mt7 j'8 % 3" - FRAME SILL ASSEMBLY FASTENERS ST. STEEL PH SMS M78 �8 % 3/4' - SWEEP LATCH FASTENERS ST. STEEL FM SMS M20 A74 % 3/4' - ASSEMBLY FASTENERS FOR FLUSH ADAPTER ST. STEEL PH SMS ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T _l E/ 2 917 .062 1.295 TYP. 1.187 i FRAME HEAD .062 373 050 TYP.� 2.3470622.812 1.787 2.1a8- E6 JAMB STILE 1.1117 .683 ,.306 -r I �1.2so� E7 VENT TOP/BOTTOM RAIL 633 .519 135 1. r �- r, _� �F7C- -625 .625 .625 .974 L - .050 .974 )_ .062 .974 ! j 1 TC--- r.202 .202 -E9- -E10 Etl GLAZING BEADS 163- �I � .188 .125 1.025 .708 lEt6 INTERLOCK STILE STIFFENER ---i .5t3 T L233 .125 1.013 826 � 'Et7 FIX. MTG. STILE STIFFENER '165- i 066 -L Et5 SILL RISER \/ w Im _ ' 3 Z o f2.187 Q f 2 n , (L `C, 6 o o W N ro a°w O G'w V p �m O C m G O a'.ti .3 O a W N LL p l j 0 Q m Q of 0 f v n n i 3 1D ^ R i 4 ¢ J z (� N N �) oo n I 0 � Z 3 iO J 8 3 z " W Lj O2.000 lyj312 G h 3 I-1.122-^+ T 1,078 - 078 1.421 M6 SPRING LOADED LATCH 1.938 .050 .062 1.187 1.474 � I - 1.313-j ES INTERLOCK STILE T- 3,310 2.685 E2 1.187-q Typ. -T TYP, Z.000 i 2.917 FRAME SILL - ,040 t 7ao �i .277 E18 JAMB SCREW COVER j�2.049- I ! 1.407 1.187 - L.152. 1.374 ES FIXED MTG. STILE 062 � .250 1.387 �1 E3 SILL TRACK .040 308 -�2.500 �.L E25 E HEAD SCREW COVER 2.857\J 2.814 -__ 2.313- 062J\Et2 Typ,0 r 1 2.917 3.141 3 I f �I .875 F-- 639 Eat FRAME JAMB (OPERATING) i2.780-- .062 2.917 2.987 .050 TW. 1.187 .500 625 tT ti� FLUSH FRAME IISP,•TEf• • • • • •• • . • • • • • • 1 t 111111 • • • • `��1 P'� A�,q� �i7� SF� L;L, !�r� • • • • • ' coo• v : ,wile :tiz Flu.ida :. dd:n r.•..Lc a C.. � 1 �_ • • • • 8 17 1 % �„ s • • • • A"4��'1z i k1 Z,+2•-r;2 ST OF • • • • trM�alicw:Ixr i z 0 �f. •. . s,�.�tor:,o�.• ry��;` �1inmYS?ile Produ.l CiwynA /1�� N 8 c w= 0- - m 1.500 L 5� E13 FLUSH • . .. . 1.428 •-`� • • • • • --- • • . • .063 �y • • dA 5 0 s • I-•-F • I • • �- • • I---'-2.76t .• FRAME ADAPTER WITH FIN m 4 i a a � ii _-� dnawin no. 9 I W16-86 sheet�of ' .625L 1.562 a.t FRAME JAMB (FIXED) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W� I 1 � m 4 I Z N I /•!� 'IL p V 0 OUI / /• Own`" / 0acc°� o -a e2 �y0 m N:O j004 j J ij Q w m �1 FLUSH FRAME ADAPTER CORNER o VENT TOP & BOTTOM CORNER FRAME TOP CORNER a m a JI ¢J J a �Jw z 0 0 M = Z 3 O 1 $ 3o�nl / uj l W W M � 1 0 I=�_ • • • • • �' • • FIN FRAME ADAPTER CORNER i• _ oj • • • b o • ••• • • • •• �v W® A.H. �o • • • • • • • • • • "RODUCI' RLVISM _ r 1 • • • • • • • • ten-W>cqs a':Ih Uv flor;ua • • • • • • • • • Id eg Cc9e 16-Ct2I. �% = LL' - e Y • • • • • • • • • • • • ='�"" tao� d OF 6y�� drawing ` no. 941 BOMM CORNER • • • • • .<�icenonDec ,� i- .. FIX, MTG. RAIL CORNER M m 7ede Product C I mil ��9dAL\\\\\ ( f gull Illlj sheet 11 of i l l ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I•DAD MMIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.1!ov/economy E.S. Windows, LLC 3550 N.W. 49 Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality 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 revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Flo riditeR ilding Code, including the High Velocity Hurricane Zone. • • • • • • • • • • DESCRIPTION: Series "ES-8000" Aluminum Window Wall System - L.M.I. • ...... .. . ...... APPROVAL DOCUMENT: Drawing No. W07-60, titled "Series 8000 Alurn!&4indow Way System (L.M.I.)", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 5.2, 6, 6.1 and 7 through 12 of 12, dated Pto ("/Q7, witltlevision Is'��' dated 10/20/ 17, prepared by Al-Farooq Corporation, signed and sealed by Javad ATMA, RE' b&&mg the •: • - Miami -bade County Product Control Revision stamp with the Notice of Acceptarice:nulber an$ 114iratiotl! • • • • .. .. .. . . .... date by the Miami -Dade County Product Control Section. .0 • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant . . LABELING: Each unit shall bear a permanent label with the manufacturer's name oar logo, 113arranquilla:....; Colombia, model/series, and following statement: "Miami -Dade County Product Control Appi 6ecl9',ounles's otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 17-0227.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0129.05 Expiration Date: April 03, 2023 Approval Date: April 12, 2018 r1s 116 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0204.06) 2. Drawing No. W07-60, titled "Series 8000 Alum. Window Wall System (L.M.I.)", sheets 1 through 5, 5.1, 5.2, 6 and 7 through 12 of 12, dated 08/03/07, with revision D dated 10/21/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203--94 along with marked -up drawings and installation diagram of an aluminum WMd(5Yv wall system, prepared by Fenestration Testing Laboratory, Inc., Test Raport No. • • • • FTL-8372, dated 03/24/16, signed and sealed by Idalmis Ortegcti P.•„� •; • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • •. 2) Uniform Static Air Pressure Test, Loading Ij&4FBjC, TAC9.20q--94 • • • •: 3) Water Resistance Test, per FBC, TAS 202-94"' ' " 96096 06%0• 4) Large Missile Impact Test per FBC, TAS 2Q 1 t2•4• • • • • 0 • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS3(13--94 0 • • 6) Drop Load Test, per CPSC 16 CFR 1201 (4D0 16ot-pound impact) ....:. along with marked -up drawings and installation diagram of an:alun'linum window wao• • • • system, prepared by Fenestration Testing Laboratory, Inc., Test*eportNa • •'. ' FTL-5447, dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 08-0204.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014), dated 01/06/17, 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). Manuel PeKeez, P.E. Product Control xa finer NOA No. MA129.05 Expiration Date: April 03, 2023 Approval Date: April 12, 2018 low] E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0714.01 issued to Kuraray America, Inc. for their "Trosifol XT Glass Interlayers" dated 10/09/14, expiring on 07/08/19. (Previously "Butacite") 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014), and of no financial interest, dated 01/06/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Distributor Agreement between, E.S. Windows - Energia Solar S.A., Barranquilla, Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A., dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro, respectively. (Submitted under NOA No. 12-0308.36) • • • • 3. Private Labeling Agreement document in conformance to Pr4du0 Controt guldelines• • • • • dated 04/09/09 signed by Jose Nunez. • ; ; • • 0 •0 6 : • * • • • • (Submitted under NOA No. 12-0308.36) • 4. Laboratory compliance letter for Test Report No. FTL-5447,,•issued by-F+enestratio:1"": Testing Laboratory, Inc., dated 12/19/07, signed and sealed 1561tlichaet R? 4enzel -: • • • P.E. ...... . ... ..... .. .. .. . .. (Submitted under NOA No. 08-0204.06) ...•.• 5. Testing Proposal issued by the Product Control Section, dated:1 On (1✓14, signed by ...... Jaime Gascon, .P.E. • • • • • G. OTHERS • • • 1. Notice of Acceptance No. 15-0727.05, issued to ES Windows, LLC for their "Series "8000" Aluminum Window Wall System - L.M.I.", approved on 08/06/15 and expiring on 04/03/18. �06wu Manu 1 Pe ,)P.E. Product Contr0txa finer NOA Noa 18- 29.05 Expiration Date: April 03, 2023 Approval Date: April 12, 2018 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W07-60, titled "Series 8000 Alum. Window Wall System (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 5.2, 6, 6.1 and 7 through 12 of 12, dated 08/03/07, with revision E dated 10/20/17, 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Drop Load Test, per ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-9605, dated 08/16/17, signed and sealed by Idalmis Ortega, P.l '....' ....,. C. CALCULATIONS ...... .. . .... • .. 1. Anchor verification calculations and structural analysis, eomplyfflgft4ith FBC•6th • Edition (2017), dated 08/30/17, prepared by Al-Farooq Corpot!t!6A#signedan% • sealed by Javad Ahmad, P.E. . • • D. QUALITY ASSURANCE 1,. Miami -Dade Department of Regulatory and Economic Resourles TITR) ...... • • ��; E. MATERIAL CERTIFICATIONS •' : . .. :' •' •; 1. 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. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass lnterlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" Edition (2017), and of no financial interest, dated January 12, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0227.08, issued to ES Windows, LLC for their Series "8000" Aluminum Window Wall System -L.M.I., approved on 05/11/1 art expiring on 04/03/18. Manue a E. (,Product Control xam ner NOA No. 1 0 9.05 Expiration Date: April 03, 2023 Approval Date: April .12, 2018 E-3 13t z b'0 T_ D 9 S � V W � x ZO 1 o W IN oI.W aN � o Nio � w u, I N OX� N I� I c 4' MAX HEAD/SILL CORNERS SEE SHEET 2 �-I}I SEE SHEET 2 SEE SHEET 2 - _- _ _ ,_ I F\ I I I__ I 1 ( 0 I E f� I � I 10 OI= I B II I 11 I II // II I C II I I I / 4" MAY. , 1 / ------ HFAD/S.LL_ ,� MAX. MUWON SPACING }, I ANCHORS TYPE A. B, C OR D 2, 3, 4 OR 5 AT EACH JAMB -- SEE SHEETS 5, 5.1 & 5.2 SERIES 8000 ALUMINUM `YINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (61FI 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 ST•JCCO. 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. ANCHORS TYPE A, B, C OR D 2, 3, 4 OR 5 AT EACH SIDE OF MULLION--' SEE SHEETS 5, 5,1 & 5.2 TYPICAL ELEVATION / / SEE 'E.S. \WINDOW: L.M.I. DOOR\NOA FOR DOOR RANG & DETAILS -- f I '---DOOR MULLION ANCHORS SEE SHEET 7 INSTRUCTIONS: USE CHARTS AS FOLLOWS STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPUCABLE ASCE**7 STANDARD. STEP 2 SEEC HARTS DN 'IS j(li�ESRN :AO•C�PACITY •OF DESIRED IJLAS •SI • • • • • STEP 3 Ail< � N AP YFOR �A GOER SPACI AND I C T ON.'HEt ! &•L FOR • INOOW MULL IQ AND SHEETS• fi R 7 *A2 DOOR MULLION THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP i •CHLMOR CAPACITY FORWINDOW WALL SYSTEM USIi'S ON SH•EEPP-4 S.1 & 5.2 • • FORMULU:N ANCHOR (SPACTiY !EE tHAr.ON 7• • ••THE1T SHOIU= E jEEI6THL•DESKd0:0 STEP THE RIWEST VALIE•AtSULTAG FROM SYE•S 2, 3 •ND 4 SHALL APPLY TO ENTIRE SYSTEM. ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • D.L. OPG. WIDTH D.L OPG. WIDTH �U tal el SEE CHART SEE CHART to SHEET 2 SHEE7 2 Z M W 2 gWNm� N 1 N 1t• OO`p � U = U= m j N xN xN IL % � Cltl Q CNN LL o c9� II,, 0 . 0 V 0 > M~i ow ow a0-N 0(La 0 NNCO m a W j LL N W y _ O LL Z O f Q W tT r I D.L. OPG. D.L. OPG.� ^ _ �� WIDTH _ SEE CHART WIDTH SEE CHART SHEET 2 SHEET 2 N it I � I u!W cxilW 3 J W of ci o 0, m plw Olw " Z 3z�a �N �0 I ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE I VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. d 3 5 s 5 PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. LAMINATED GLASS LARGE MISSILE IMPACT o $ t( ft [E qg u JAIL �p t ,7 2018c <- GENSp PROpUCTREViSED ",\ . 7 2 \ r z mWYm6 will the Florida \ ea BuHdin3 r /pp G12 � A�ceptan,:e Tao t7' -�' = u tY Date drawing no. W07-60 84" MAX. r0 U , w 710 m 3 q 4 0 Q Z n N w a s z OJpry m o N W IL 06al'm Ctc'W� poem 05 0 m NI a W 0 z N _ Jz a W € r SWCONE i DOW CORNING 983 d w � 1/4' HEAT STREN'D GLASS N � .090' Irterlayer SenLyGIcs By 'Kuraray America, Inc.' J W I \ w K w 1/4- HEAT STREN'D GLASS S !n N n O 2.0 O Z n e zM 7 3zJ� aN ii I,, W Nov^ W M r x O 10 8 j GLASS TYPE '13C i R v 2 NI Fn ai •• ••• • • • • • •• h> • • c • • • • • • • ````ItIIIIII!////y/ • •• • • • • ••• • � ' uGENgF •'• i „(DUCT REVIS.D i r 1.1e Florida • / . 70592 a ••• �, and wr , • • • •_ • • _ • • G�dd:ng Cxrk HEAD/S LL �— • • • -ram :c :asnu{ CJI f)5 AN f�9 201 ff _ 8' MAX. SPACING CORNERS • MiU(IMsM DiSILOP� RATI�G •� 71�.0 �SF S'i� a %® •.• STATE OF (yam drawing no. FOR 3/8' SHIMS • • • • • • • y YII 0 SF s� �� TYPICAL ELEVATION • • • � 13y �' �° � ON•. �/6%-60 •• SINGLE (0) PANEL (FOR SINGLE UNRS SHO�iN IN HIS SHEEP �R' SMALLER/ 1rli.•c:i .adt [Raduc[Cawok� � � \lllAL III1 t she 1.1of12 u, V FRAME WIDTH 78 1/2' MAX. G.L. OPG. t4 MAX. SPACING FOR 1/4' SHIMS FOR�31/85 j 8 SHIMS i i I I I as v., ^O I I I I 8 14' . SPACING FORM" 1/4' SHIMS 8' MAX • • • • • • • • • • • •• •• • • • •• •• GLASS LOAD CAPACITY - PSF NOMINAL DDAS. GLASS TYPE 'A' GLASS TYPE 'B' D.L.O. WIDTH D.L.O. HEre EXT.(+)/INT.(-) EXT.(+)/INT.(-) 28' 32" 36" 40" 44-1/4" 48" 52' 56-1/4 84-1/2' 80.0 80.0 130.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 _-80.0 130.0 80.0 130.0 80.0 130.0 28' 32' 36" 40" 44-1/4" 48' 52" 90-1/2' 80.0 130.0 80.0 130.0 130.0 80-0 80.0 130.0 80.0 130.0 80.0 - -80.0 130.0 130.0 28" 32" 36' 40" 44-1/4" 48' 52' 96-1/2" 80_0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 80.0 130.0 130.0 80.0 127.2 28" 32' 36" 40' 44-1/4' 48" 102-1/2" 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 128.9 28" 32" 36" 40' 44-1/4" 108-1/2" 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 28" 32" 36" 40' 44-1/4' 48-1/2' 51-1/2" 114-1/2' 80.0 130.0 80.0 130.0 80.0 130.0 130.0 80.0 80.0 130.0 - 90.0 ---- 90.0 44-1 /4" 48" 50' 120-1/2" - 90.0 - 90.0 - 90.0 44-1/4' 48" 26-1/2" - 90.0 - 90.0 40' 44-1/4" 46" 132-1/2' - 90.0 - 90.0 - 90.0 40" 44-1/4' 138-1/2" 90.0 - 90.0 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. D.LO. WIDTH � D.L, - O. WIDTH Ij�"II Ll Z 6 d 0 , I '1 ALTERNATE BUTTON BUMPER 8A IN LIEU OF VINYL SPACER® SILICONE -DOW CORNING 982 DOW CORNiNG 795 \ 1/4" HEAT STREN'D GLASS .090" Intedayer \ I;-Y " of P✓B By 'kuraray America, Inc.' o: 1/4" HEAT STREN'D GLASS Z IF g iN 6 5 GLASS TYPE 'A' •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• NOTE: GLASS CAPACITIES ON THLS•SHE"- ARE • • 000 •0 • • • • • • BASED ON ASTM E1300-09t (3 SL GUSI@*). • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SILICONE DOW CORNING 983 DOW CORNING 795 �1/4" HEAT STREN'D GLASS 090' Interloyer SentryGlas By 'Kuraray America, Inc.' u �1/4- HEAT STREWD GLASS i m � � I GLAZING OPTIONS GLASS TYPE 'B' JAN 19 201P PRODUCr REVISED w-plying with the Fhmida Oulld'g Cote A«cep C rk, I •Of 2Q, GLASS '�j. �.• �JCENSF''•. � � i .70592 $ ST OF drawingno. c3' IW0760 MULLION LOAD CAPACITY -PSF MULLIONS ,1TTAOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'Jl' IAMB 'Sl' JAMB'12' JAMB 'J3' JAMB 'J3' MULL 'MI' MULL 'M2' MULL 'M3' MULL 'M4, WIDTH (W) FRAME NEIGH( EXi. (+) INT. (-) FAT. (+) INT. (-) EXT. (+) IM. (-) EXT. (+) INT. (-) 30' 3fi" 42' 48• 54' 60' B6-i/2- 130.0 1J0.0 130.0 1J0.0 130.0 130.0 130.0 130.0 730.0 ,J0.0 130.0 130.0 130.0 ,30.D ,30.D ,30.D 1J0.0 _ 130.0 130.0 30.0 710. 127.} 130.0 1J0.0 130.0 30' I 36" 42' 48' 54" 60' 90" 130.0 130.0 730.0 130.0 1J0.0 170.0 1}0.0 130.0 130.0 130.0 130.0 130.0 130.0 730.0 130.0 130.0 122.9 130.0 ,30.0 130.0 774.9 130.0 130.0 130.0 30" 36" 42' 48' Sa' 60' 96• � 130.0 730.0 130.0 730.0 7}0.0 130.0 730.0 1J0.0 121.1 108.6 13D.0 130.0 130.0 130.0 , 30.0 130.0 99.4 730.0 725.6 116.3 t30.0 92.4 730.0 130.0 30' 36" 42'130.0 58" 130.0 ,30.0 130.0 130.0 130.0 I30.0 130.098-1/2'48' ^30.0 E127 730.0 130.0 1J0.054' 730.0 118.6130.0 130.0 1124 1J0.0 }0' }6' 42' 48' 54" 56" 102' 130.0 130.0 130.0 130.0 114.5 130.0 130.0 130.0 100.0 130.0 130.0 130.0 89.5 130.0 ,20.9 730.D 61.6 1J0.0 709.8 130.0 79.4 127.7 iC6.7 130.0 30' 36' 42' 48' 53' ,OB• 113.5 130.0 130.0 130.0 95.9 730.0 130.0 130.0 83.6 I30.0 720.3 I30.0 74.6 720.0 107.0 130.0 88.6 110.7 98.4 130.0 30' 36• 42' 48" 52" 170-1/2' 105.9 130.0 13C.0 130.0 89.4 130.0 ,3,',.0 130.0 77.8 125.2 114.7 130.0 69.4 111.6 707.9 1J0.0 64.9 104.5 95.1 130.0 30" 36' 42' I � � ,14• 96.2 130.0 130.0 t}0.0 87.2 723.8 70.6 707.4 730.048'3730.050" K130.0 92.0 130.030 42• 48• 82.3 7J0.0 170.036' 111.4 130.0 60.2 96.9 96.5 130.0 53.5 Bfi.l 85.5 1J0.0 2 ,3 �U o I' UNANCHORED 3 JAMB OPTIONS g 3 6 I 3 3 m MULL OPTf0ti5 C M w O Z Q i Z ry N a 6 0 w�`m i X JAMB 'JI' JAMB 'J2' JAMB 'J3' ar 0 ~ LL Oy. Iz Iti4 SZ W 3 Ii N�4 SI IN�3 1. P! 4 SI IN-3 0 m I ' 6.6509 2.6421 10.6486 4.4452 ALUMINUM 6.6509 2.6421 of C C 0 Q N J • :IEEE L_7506 1.2225 C 22 tp TOTAL d Ix uuY +N snX2.914.6276 ar CZOJ a Q W LL N 12 13 ,3 U. Z_0 2 Jz0<� Q w m 2 5 3 5 3 5 3 5 3 O 14 I m •-�- f `� c lam' MULLION 'MI' MULLION 'M2' MULLION 'M3' MULLION 'M4' xx iIi INS! Sz IN-3 Iz Y('4 Si IN"3 Iz IN-4'Sz IN-3 11 IN-41SZ IN-3 3 JW 1 6.7195 2.6757 10.8^72 3.7590 ALUMINUM 6.7195 2.6757 ALUMLYUM 6.7195 2.6757 z cN STEEL 2.7506 7.2225 STEEL 3.7533 '.668 1 `> � N TOTAL 14.6962 TOTAL 17.6047 0 M iO Ix AIUY + Ix BIL X 29 N AWY + Ix Sil % 2.9 ¢ 0 M n Z 3 .j 3z w In0Q n UNANCHORED JAMB OPTIONS 0 MULL OPTIONS i v ap I W M �W I W2 W3 II I n o -�--- ( o W WIDTH (W) = W1 AT FRAME JAMB w2 + w3 • • • • • • w14rH (�e= z MULLIONS pis a • • • • • A*I'RfE .ULLION •• • • • • ••• • \\ j17t1II1rIr �� 3. .uce/+sF 4 RUU.JCT Rr.VIS:'> z 0.7 92 • • • • • • • • ;i, an:plytltg wi�N 6xi FioraEa • • • • • • • • Aulld�cg Cod4 / . i •� _ a o 8 • • • • • • • AcaP6mcz Tio---� NOTE: • • •• • • •• • • Px ti<Mttp. L'Atr TE OF (yam/ drawing no. INTERPOLATION BETWEEN WIDTHS ALLOWED. i tAittmi ubPrs3nct ��S/QPdfCL t'�� 7, i �1JIJIIiII�I (sheet 3 Of12 MULLION LOAD CAPACITY -PSF NUIIJONS A/0 IN"t'ERMEDUTE EGRIZONTAIS JAMB '!2' JAMB '73' NOMINAL DL4T5. YL'I.L 'M4' WIDTH (W) !FRAME HEIGHT EXT. (+) Ni. (-) 54' 57' 90.0 90.0 3p' 90.0 36' 90.0 90.0 42' 126' 48' I 90.0 90.0 54' 30' 90.0 90.0 36' 9� 42• 732" 48' 9W 52' }0' I 901C• 36• 90.0 42' I 138' 90.0 90.0 q8' 5p' • 86.9 30' • 60.0 9 0 3fi" 144' 42' �9.4 79.0 4B' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULllON LOAD CAPACITY -PSF MULLIONS 1RTf7 INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB '71' JAMB '71' JAMB '12' JAMB_'J3' JAMB '73' MULL 'Y4, NULL 'NI' MUIJ. 'M2" NULL 'M3' WIDTH (W) 'FRAME HEl(WT PT. (+) IM. (-) EXT. (+j INT. (-) FJR. (+) INT. (-) EXT. (+) INT. (-) 3p' 36' 42' 48' 54" 60' 78. 130.0 130.0 130.0 130.0 130.0 t}0.0 1}0.0 130.0 1J0.0 130.0 130.0 130.0 1}0.0 130.0 1}0.0 130.0 130.0 130.0 130.0 130.0 730.0 730.0 130.0 130.0 30' 36' 42' 48" 54' 60' 66-1/2' 130.0 130.0 130.0 1}0.0 130.0 130.0 130.0 130.0 130.0 130.0 730.0 170.0 130.0 130.0 130.0 130.0 1t8.9 1b.0 730.0 130.0 107.0 130.0 724.8 130.0 30" 36' 42' 48" 54• 60' 90, 13C.0 130.0 130.0 730.0 130.0 130.0 13J.0 13J.0 _--130.0 - 128.7 130.0 /30.0 -- 130.0 130.0 1J0.0 730.0 119.2 130.0 705.9 130.0 95.3 130.0 115.3 730.0 30' 36' 42" 96, 48' 54" fi0" t30.0 130.0 1J0.0 130.0 130.0 130.0 130.0 130.0 130.0 112.2 130.0 130 0 126.7 98.2 130.0 130.0 87.3 130.0 112.E 107.4 730.0 78.5 122.7 730.0 30' W. 42" 48' 54' 58" 98-1/2' 130.0 730.0 13G.0 730.0 121.2 730.0 130.0 I30.0 103.9 130.0 130.0 t30.0 90.9 130.0 120.3 130.0 80.8 , 28.4 107.0 i 30.0 75.2 120.0 99.6 130.0 30' 36" 42" 48" 54' 56" 102' 130.0 I30.0 130.0 1 J0.0 I09.1 130.0 130.0 130.0 93.6 130.0 128.3 7J0.0 81.9 t30.0 112.2 130.0 72.8 i 17.0 99.8 130.0 70.2 712.8 96.2 130.0 30• 36' 42• 48' 53• 108' 110.3 730.0 130.0 730.0 91.9 130.0 730.0 130.0 78.8 126.6 114.4 1}0.0 130.0 89.0 110.9 100.1 62.5 700.4 90.7 130.0 30• 36' 42' 48' 52' 110-1/2" l03.0 130.0 _ 1J0.0 118.3 _1w.o 127.5 130.0 85.8 130.0 7}.6 _ 109.3 U0.0 64.4 103.6 95.6 130.0 S9.4 95.6 88.3 1J0.0 30" 36' 42' 48' 50' 114' I 93.8 730.0 73J.0 130.0 _ 78.2 125.7 119.8 130.0 67.0 107.8 102.7 58.6 94.3 89.8 130.0 S6.3 90.5 86.2 730.0 30" 36' 42• 48' 1p. 80.4 129.4 129.7 130.0 67.0 707.8 f08.1 1}0.0 57.5 92.4 92.7 1}0.0 S0.3 80.9 81.1 130.0 2 13 UNANCHORED 1j JAMB OPTIONS 6 6 3 6 3 Z m MULL OPTIONS 0 t [- Z 2 0 N W t OTC `o N N JAMB '71' JAMB '12' JAMB 'J3' 0 N LL O>m Ix IN'4 Sx IN"3 Ix W-4 Sz IN"'3 lx W-4 Sx IN-3 > m 6.6509 2.6421 10.64861 4.4452 ALUMINUM �509 1- 4 1 0 a G C W STEEL 2.75p6 1.2225 0 d TOTAL 0 In ¢ la KIIY + I� sit i xs , 4.6276 a. In Inm Z g N Q W LL 12 13 13 {J, Wy=o J 0ID4 J Q W 0m1 rC f 3 5 3 5 I. 3 5� N 14 C3 w N i n MULLION 'MI' MULLION 'M2' MULLION 'M3' MULLION 'M4' I 3 J Ix IN-4 Si IN"'3 Iz IN-4 SS IN-3 BIZ IN-41Sx IN-3 Ix 11Zi IN-3 Q J w 6.7195 2.6757� 10.8072 3.7590 ALUMINUM 6.7195 2.6757 �UMINW 6 7195 12.67o7 z I- N STiiL �2.7506 7.2225 LLSTEEL 3.7533 1.668 3 to a n TOTAL '14.6962t �TOTAL I17.6047( �� Q o' M h alllY+NSil X2.9. hKU t h6Ri 2.9 < M I o Z 3 m l 3 z o INTERMEDIATE HORIZONTALS w i (n LO Q J Li M UNANCHORED - �--� IAMB OPTIONS \ ( 3 MULL omen - s } NI ;.JI W7/ (f""i.�' I O- KKK Ii o u' w1 ( wz w3 gl� M WIDTH (W) = W1 c Il • • • • • • eT iLWE �(B- • • • • • . • • w2+w3 �g<m • •• • • • WlurH•(W) _ AAqp(� gy yypp�1ii • • • • • • A' fRAAIE McL�JON 2 tliY j :3 L!; 1G ``\\\111111�I �JJJ7j// n • • • • • • • P. °� \}GEkSp'•• . 7OW2 PRODUCT RFY'ISFZ • • • • • • • • fsuifdm8 C..& • • • • • • • \«<p ice. rx'I"', 24 • • •• • • •• • • E -la: I)s(e a7 ��® TE OF !(7� drowmg no. • N", P • •• • By \\i tS�•' R10P' `�� ViO�-VO INTERPOLATION BETWEEN WIDTHS ALLOWED. d c \JJJi 1111111\\ sheet 4 of 12 MULLION LOAD CAPACITY -PSF ONS WITH LNTERYFDIAIE BC:JZOM NOMINAL DIMS. JAMB 'J2' JAMB 'J3' ML'IJ. N4' WIDTH (W) FRAME HEIGHT IXT. (+) TNT. (-) 54' 57' I 120' 90.0 90.0 30' 36' 42' 48' 54' 126' 90.0 90.0 90.0 90.0 90.0 30' 36 42' 48• 52' 1}2' I 90.0 90.0 • 9OS 90. 90.0 30' 36' 42 138' 4B' 50' 90. 90.0 90.0 9i i • 83.1 30' 36' 42' ae' 144" _ so. • 90.• 1 76.2 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • INTERMEDIATE HORIZONTALS OPTIONAL ALL FIXED UTES E.S. WINDOWS DOOR SEE SEPARATE NOA 11 I! II / II II I x 11\ I \ W1 W2 _I �_Wl— I W2 WIDTH (W) - Wl 2 W2 WIDTH (W) - Wl 2 W2 3• TYP. A2, B2, C2. D2 AN jj0[2L'EYP_$$; SEE SHEET 6 FOR DESCRIPTION TYP. A4, B4, C4, D4 A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B2 = (2 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 = (2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D2 = (2) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B3 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D3 = (3) ANCHORS TYPE 'D' AT EACH SiDE OF JAMB AND MULLION A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLON B4 = (4) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D4 = (4) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A5 = (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B5 = (5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLON ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. -OD OR- p' OR e iiiu II� III Y �x E y II I M Vi A II1Y � p I I I Y ! x W1 W2 WIDTH (W) = Zl + 142 • •• • • • • ••• • •• ••• •• • • • •• E.S. WINDOWS DOOR & TRANSOM SEE SEPARATE N04 _ __ _'_ q / u t / II II 1 � � x � � Cr Wt I 112 WIDTH (W) Wl + W2 2 •• ••• • ••• • • • • • • •• • • •• • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • uT0�Wo � o mY3 2 A� W O Z n' r of Q i 1 1- J OWO`" NWW F u O�,N� >ro aiO i r s Oaoo ti O°aCe $ CC Q R Z J m� �ZHJ0 j('l°c_c W Q WOE F I ao z " I 1 w'I � m N I O 3pU B�_J vi jomn �Oar�m o Z 3 J o " u)u'a J wrni3W I I of 0 yy�02 SEE SHEETS 5, 5.1, 5.2 & 7 FOR ANCHOR CAPACITY CHART o g' SEE SHEET 8 FOR ANCHOR DESCRIPTION. ANCHORS ° °' 9 olo 77 �y �F q ^ 1n Iw o S o AN 1 9 CA.' 10 c u c W tttl11111111j�/ iif 7 PP-.OM)CT REVISFlI = u az —plymB with It. FYoridu Bldmg Code !SQ �'�°}�/ ', \ Q• !A OF drawii7ng o no. 11 ��W o m o m O Z M w m M N O Q f Z m n N a e m O p O W N O U V u V p ti ap>� OIL0Qg N N O Z 0 E o m JzmID a�IJ Q wmi -.-_� I u� Wm m n 3 J J w SEE SHEETS 5 AND 8 g Vi ~ FOR ANCHOR DESCRIPTION. ? o n 0 n o Z 3 3 z W "(n �j� n Q in Wru'-t�k' Ji G P.ODJC ViS.`D �2� i t _ a wll $I o ANCHORS ° JIQ y• or- 5 _ j ^1 •• ••• • ••• • • -- ° • • • • • • • • • • • • ® TE OF ((�` drawing no. • • • • • • • • • • �. p�•.•' �'�°� � W07-60 /hllnttll sheet 5.lot� ANCHOR LOAD CAPACITY - PSF ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' 1/4" MAX. SHIM NOMINAL DIMS. 3/8" SHIM SPACE 1/2" SHIM SPACE 3/8" SHIM SPACE 1/2" SIIIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE ANCHORS TYPE 'D' WIDTH (W) !FRAME HEIGHT A2 A3 A4 A5 A2 A3 A5 B2 B3 B4 � BS B2 j B3 B4 BS C2 C3 C4 CS C2 C3 C4 CS D2 D3 D4 30' I 36' 61.3 91.9 122.2 130.0 47.9 71.9 119.9 67.91101.9 130.0 130.0 79.9 66.6 106.5 130.0 115.9 130.0 130.0 1}p.0 91.4 130.0 130.0 130.0 130.0 130.0 j 130.0 S' 1 7fi.6 101.8 127.6 40.0 59.9 99.9 56.6 84.9 113.2 r30.0 88.8 111.0 96.6 130.0 130.0 130.0 76.2t14.J130.0 130.0 130.0130.0'30.0 42'43.8 65.6 87.3 1024 34.2 51.4 r47.9 85.6 48.5 72.8970 1121.357.7 �33 76.1 95.1 82.8 12}] 130.0 130.0 65.3 98.0 730.0 130A 12t.0 730.0130.086-7/2'48' 38.3 57.4 76.4 95.7 30.0 44.9 74.9 42.5 fi3.7 84.9 106.1 49.9 66.6 83.2 72.4 108.2 130.0 130.0 57.2 85.7 114.3 130.0 108.5 130.0 130.0 54' 34.0 � 51.1 67.9 85.1 26.6 40.0 66.6 37.7 56.6 75.5 1 94.3 29.6 I aa.4 59.2 74.0 64.4 96.2 128.7 730.0 50.8 76.2 101.6 127.0 96.4 130.0 130.0 60" 30.6 45.9 61.1 76.6 24.0 36.0 59.9 34.0 50.9 67.9 04.9 26.6 40.0 53.3 66.6 57.9 86.6 115.9 130.0 45.7 68.6 91.4 114.3 86.8 j 130.0 130.0 30' 58.9 88.3 117.4 /30.0 46.7 69.1 92.2 115.2 65.3 97.9 130.0 130.0 51.2 76.8 102.4 128.0 111.4 130.0 130.0 130.0 87.9 130.0 130.0 130.0 730.01130.0 130.0 36" 49.1 73.6 97.9 122.7 38.4 57.6 76.8 96.0 54.4 81.6 108.0 130.0 42.7 � 64.0 185.3 106.7 92.8 130.0 130.0 130.0 73.2 109.9 130.0 130.0 130.0 i 130.0 130.0 42' 42.1 63.1 83.9 105.1 32.9 49.4 65.8 82.3 46.6 69.9 93.3 716.6 3b.6 54.9 73.1 91.4 79.5 118.9 130.0 130.0 62.8 94.2 125.E 730.0 719.2 , 130.0 130.0 48' 90• 36.8 55.2 73.4 92.0 28.8 43.2 57.6 72.0 40.8 � 61.2 81.6 102.0 32.0 48.0 64.0 80.0 69.6 104.0 130.0 730.0 54.9 82.4 109.9 130.0 104.3 j 130.0 130.0 54' 32.7 49.1 65.2 81.8 25.6 38.4 51.2 64.0 36.3 54 4 72.5 90.7 20.4 � 42.7 56.9 71.1 61.9 92.4 123.7 130.0 48.8 73.2 97.7 122.1 92.7 � 130.0 130.0 60" 29.4 44.2 58.7 73.6 23.0 34.6 46.1 57.6 32.6 49.0 65.3 I Bt.6 25.6 138.4 51.2 64.0 55.7 83.2 111.4 130.0 43.9 65.9 87.9 109.9 83.4 125.1 130.0 30" 55.2 62.8 110.1 1}0.0 43.2 64.8 86.4 708.0 61.2 91.8 122.4 ; 130.0 48.0 72.0 96.0 120.0 104.4 130.0 130.0 130.0 82.4 123.6 130.0 130.0 130.0 1130.0 1 130.0 36' 42' 46.0 39.4 69.0 59.1 91.8 78.8 115.0 98.6 36.0 54.0 72.0 90.0 51.0 76.5 102.0 i 127.5 40.0 60.0 80.0 100.0 87.0 130.0 74.6 111.4 ' 30.0 130.0 130.0 130.0 68.7 58.9 103.0 130.0 130.0 130.0 1 130.0 130.0 30.9 46.3 61.7 77.1 43.7 � 65.6 07.4 1109.3 34.3 51.4 108.8 85.7 08.3 117.7 130.0 111.7 � 130.0 1130.0 48" 96' 34.5 51.8 68.8 86.3 27.0 40.5 54.0 67.5 J8.3 57.4 76.5 95.6 30.0 45.0 j 60.0 75.0 65.3 975 130.0 130.0 51.5 77.3 1103.0 128.8 97.8 � 130.0 1 J0.0 54' 60" 30.7 4fi.0 61.2 76.7 24.0 36.0 48.0 60.0 54.0 34.0 51.0 � 68.0 30.6 45.9 � 61.2 85.0 26.7 40.0 j 53.3 667 58.0 86 7 116.0 130.0 45.8 68.7 � 91.6 114.4 86.9 ! 130.0 130.0 27.6 41.4 55.1 � 69.0 21.6 ! 32.4 43.2 76.5 24.0 � 36.0 � 40.0 � 60.0 52.2 78.0 104.4 130.0 41.2 61.8 82.4 703.0 78.2 i 117.3 � 130.0 30" 36' 53.8 80.7 67.2 107.3 130.0 712.1 42.163.2 }S.t 52.6 84.2 1 105.3 59.6 89.5 119.3 130.0 46.8 39.0 i 70.2 ! 93.6 158.5T 76.0 117.0 97.5 101.8 ' 130.0 1130.0 84.8 126.7 130.0 130.0 80.3 120.5 730.0 730.0 130.0 � t30.0 130.0 44.8 89.a 70.2 1 87.7 ay.7 74.8 99.4 124.3 130.0 66.9 100.4 130.0 j 1300 127.0 j 130.0 730.0 42' 98-1/2' 38.4 � 57.6 76.6 96.1 30.1 45.1 60.1 75.2 42.6 163.9 85.2 � 106.5 33.4 j 50.1 166.E 83.5 72.7 108.6 130.0 130.0 57.4 86.0 1714.7 1730.0 108.9 ; 130.0 130.0 48' 54' � ( 33.6 150.4 67.1 84.1 26.3 39.5 52.6 65.8 � 58.5 37.3� 55.9 74.6 33.1 ! 49.1 66.3 93.2 29.2 I a3.9 58.5 73.1 63.6 � 95.0 127.2 130.0 50.2 75.3 100.4 125.5 95.3 � 130.0 730.0 29.9 j 44.8 59.8 74,7 23.a }5.1 48.8 82.6 26.0 I 39.0 52.0 65.0 56.5 84.5 113.7 130.0 44.6 66.9 89.2 711.5 84.7 i 127.0 1 130.0 60" 26.9 � 40.3 53.7 67.2 21.1 31.6 42.7 � 52.6 29.8 I 44.7 59.6 74.6 23.4 � 35.1 50.9 176.0 101.8 127.2 40.2 60.2 180.3 100.4 76.2 ' 114.3 130.0 30' ' 36' 52.0 77.9 1 103.6 129.9 40.7 61.0 33.9 50.8 81.3 101.6 84.7 57.6 86.4 y' 15.2 72.0 96.0 130.0 120.0 45.2 37.6 67.8 90.4 -L �56.5 75.3 112.9 98.3 130.0 � 130.0 � 130.0 77.6 116.3 j i 30.0 j 130.0 130.0 i 130.0 130.0 43.3 I 64.9 86.4 f08.2 6J.8 48.0 94.1 81.9 122.4 130.0 130.0 64.6 98.9 1129.3 130.0 722.7I130.01 130.0 42" 37.1 55.7 74.0 92.8 29.0 43.6 58.1 72.6 41.1 61.7 82.3 102.9 32.3 j a0.4 64.5 j 80.7 70.2 104.9 1 130.0 130.0 55.4 83.1 ! 710.8 130.0 705.7 j 130.0 130.0 48' 54 1 OY 32.5 48.7 64.8 57.6 81.2 72.2 25.4 78.7 50.8 � 63.5 58.5 36.0 32.0 154.0 72.0 90.0 28.2 42.4 56.5 50.2 70.6 62.7 61.4 91.8 122.8 130.0 48.5 72.7 96.9 121.2 g2.0 130.0 130.0 28.9 43.3 22.6 33.9 45.2 48.0 64.0 60.0 25.�37.6 54.6 81.6 109.2 130.0 43.1 64.6 86.2 107 7 81.8 (122.7 130.0 60' 26.0 39.0 1 51.8 64.9 20.3 30.5 40.7 � 50.8 28.8 43.2 57.6 � 720 22.6 133.9 45.2 156.5 49.1 73.4 j 98.3 122.8 38.8 58.2 � 77.6 I 96.9 73.6 110.41130.0 30' 36' 49.7 73.6 97.9 122.7 38.4 57.6 32.0 48.0. 76.8 96.0 54.4 181.6 708.8 130.0 42.7 64.0 85.3 106.7 92.8 130.0 130.0 130.0 73,2 109.9 130.0 ' I3C.0 130.0 130.0 1130.0 40.9 61.} Bt.6 102.2 64.0 80.0 45.3 88.0 90.7 113.3 35.6 53.3 71.7 88.9 77.3 115.6 130.0 130.0 61.0 91.6 � 122.1 t30.0 715.9 130.0 130.0 42" 108" 48' 35.0 30.7 52.6 � 69.9 87.6 27.4 41.1 54.9 68.6 38.9 58.3 77.7 97.' 30.5 � 45.7 61.0 76.2 66.3 99.0 130.0 86.7 116.0 130.0 130.0 52.3 45.8 78.5 � 104.6 1730,0 � 68J 91.6 714.4 99.3 730.0 1130.0 4b.0 61.2 76.7 24.0 36.0 48.0 60.0 34.0 51.0 - 68.0 85.0 26.7 40.0 53.3 66.7 58.0 86.9 130.0 54' 27.3 40.9 54.4 68.1 21.3 32.0 42.7 53.3 30.2 45.3 60.4 1 75.8 23.7 35.6 47.4 59.3 51.6 77.0 103.1 128.9 40.7 61.0 81.4 70'.7 77.2 115.9 1130.0 ••• • • • • ••• • • • • • • • • • • • • ANCHOR LOAD CAPACITY - PSF EXT.(+) h INT.(-) ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' 1/4" MAX. SHIM NOMINAL DIMS. 3/8" SHIM SPACE 1/2" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE ANCHORS TYPE 'D' WIDTH (W) FRAME HEIGH7 A2 A3 A4 AS A2 A3 A4 AS B2 B3 B4 B5 H2 H3 B4 BS C2 C3 C4 CS C2 C3 C4 CS D2 D3 D4 30" 44.2 66.2 88.1 110.4 34.6 51.8 69.1 86.4W473.4 97.9 122.4 38.4 57.6 76.8 96.0 83.5 124.8 130.0 1 130.0 65.9 98.9 130.0 130.0 125.1 130.0 130.0 36" 42" 120" 36.8 31.5 _55.2 47.3 73.4 62.9 92.0 789 28.8 24.7 43.2 - 1 37.0 57.5 49.4 72.01.2 61.72.5 81.6 .. 69.9 102.0 87.4 32.0 27.4 48.0 41.1 64.0 54.9 80.0 68.6 69.6 59.7 104.0 130.0 130.0 54.9 82.4 109.9 730.0 104.3 130.0 1130.0 89.1 1M3O�O 47.1 70.6 94.2 7 77.7 89.4 130.0 130.0 48" 27.6 41.4 55.1 69.0 21.6 j 32.4 43.2 54.05.9 61.2 76.5 24.0 36.0 48.0 80.0 52.2 78.0 1 41.2 61.8 82.4 103.0 78.2 117.3 130.0 54' 24.5 36.8 48.9 61.3 28.8 38.4 48.00.8 54.4 68.0 21.3 32.0 42.7 53.3 46.4 69.3 9 36.6 54.9 73.2 90.0 69.5 90.0 90.0 30" 42.1 63.1 83.� 90.0 32.9 49.4 65.8 82.39.9 90.0 90.0 36.6 54.9 73.1 90.0 79.5 90.0 90.0 90.0 62.8 90.0 90.0 90.0 90.0 90.0 90.0 36' 126" 35.0 50.0 52.6 69.9 87.6 27.4 41.7 54.9 68.658.3 77.7 90.0 30.5 45.7 39.2 61.0 76.2 66.3 90.0 84.9 90.0 90.0 90.0 52.3 78.5 67.3 90.0 90.90090042" 451 59.9 75.1 23.5 35.3 47.0 58.850.0 68.6 83.3 26.1 52.2 63.3 56.8 900 44.8 89.7 90.090048' 26.3 39.4 52.4 65.7 20.6 1 30.9 ! 41.1 51.443.7 58.3 72.9 22.9 ' 34.3 45.7 49.7 74.3 90.0 1 90.0 39.2 58.9 78.5 90.0 74.5 90.0 90.0 54" 23.4 35.0 i 46.6 58.4 - I 27.4 36.6 45.7 25.9 38.9 51.8 64.8 20.3 30.5 40.6 -57.1 50.8 44.2 66.0 88.4 90.0 34A 52.3 69.8 872 66.2 90.0 90.0 30" 40.1 160.2 BC-1 i 90.0 31.4 ' 47.1 62.6 78.5 44.5 66.8 89.0 90.0 34.9 52.4 I 69.8 87.3 75.9 90.0 90.0 90.0 59.9 89.9 90.0 90.0 90.0 90.0 90.0 36" 33.5 50.2 66.7 83.6 26.2 39.3 52.4 ' 65.5 37.1 55.6 74.2 90.0 29.1 43.6 58.2 72.7 63.3 90.0 90.0 90.0 49.9 74.9 90.0 90.0 90.0 90.0 90.0 42" 132" 20.7 43.0 57.2 71 7 22.4� 33.7 1 44.9 56.1 31.8 47.7 63.6 79.5 24.9 37.4 49.9 62.3 54.2 81.0 90.0 90.0 42.8 64.2 85.6 90-0 81.2 90.0 90.0 48" 25.1 37.6 50.0 62.7 - 29.5 39.3 49.1 27.8 4` 7 55.6 69.5 21.8 32.7 43.6 54.5 47.5 70.9 90.0 90.0 37.5 56.2 74.9 90.0 71.1 90.0 90.0 30' 38.4 j 57.6 76.6 90.0 30.1 45.1 60.1 75.1 42.6 63.9 85.1 90.0 33.4 50.7 66.8 83.5 72.6 90.0 90.0 90.0 57.3 86.0 90.0 90.0 90.0 90.0 90.0 36" 32.0 48.0 63.8 80.0 25.0 37.6 50.7 62.6 35.5 53.2 71.0 88.7 27.8 41.7 1 55.7 69.6 60.5 90.0 90.0 90.0 47.8 71.7 90.0 90.0 90.0 90.0 90.0 42" 138" 27.4 41.1 54.7 168.6 21.5 132.2 142.9 53.7 30.4 45.6 60.8 J6.0 23.9 35.8 47.7 59.6 51.9 77.5 90.0 90.0 40.9 61.4 81.9 90.0 77.7 90.0 90.0 48" I 24.0 36.0 47.9 60.0 - 28.2 j 37.6 47.0 26.6 39.9 53.2 66.5 20.9 31.3 41.7 52.2 45.4 67.8 90.0 90.0 35.8 53.7 71.7 89.6 68.0 90.0 90.0 30' 36.8 55.2 73.4 90.0 28.8 43.2 57 6 72.0 40.8 j 61.2 81.6 190.0 32.0 48.0 64.0 80.0 69.6 90.0 90.0 90.0 54.9 82.4 90.0 90.0 90.0 O9 90.0 90.0 36" 42" 144" 30.7 46.0 26.3 39.4 61.2 52.4 76.7 65.7 24.0 36, 0 48.0 60 0 20.6 30.9 41.7 �51.4 34.0 29.+ 51.0 43.7 68.0 58.3 85.0 7229 26 7 40.0 22.9 34.J 53.3 45.7 66.7 57.1 58.0 49.7� 86.7 74.3 90.0 90.0 90.0 90.0 45.8 39.2 68.7 SB.9 j 90.0 78.5 90.0 90.0 %, 74.5 90.0 90.0 90.0 90.0 48" 23.0 34.5 45.9 57.5 - 27.0 36.0 45.0 25.5 38.3 51.0 63.8 20.0 30.0 40.0 50.0 43.5 65.0 187.0 90.0 34.3 51.5 68.7 85.8 65.2 90.0 90.0 gN1C$O8S_TYPES. SEE SHEET 8 FOR DESCRIPTION A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B4 = (4) ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND MULLION C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLIOND4 = (4) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A5 = (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B5 = (5) ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND MUWON C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION A6 = (6) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MUWON BS = (6) ANCHORS TYPE 'BAT EACH SIDE OF JAMB AND MULLION C6 = (6) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION A7 = (7) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B7 = (7) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. to e 3 3" L TYP. L- 1TTTT I L6"J, ' 3- I s! 13" TYP, nP. TYP. nP. A4. E14, C4 A5, B5. C5 AS. B6. C6 A7. Bi •• ••• • • • • • •• . .. . . . . ... . •• ••• •• • • • •• • • • • • • • • • • • • • • • •• • • •• • • • • •• • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I'F:ODUCT RF.VIS[!) /= m plypn9 with the FWrida C D��ftd� r.oN' %S= Q2` Ac Z j B, Z �m OZ MN Q O y Z Q: p �' o 0 'd X O h u 0 t M, O j M C°z2'9 8 O M1 p 0 N 0ot2 QIA Utp I Z J W > LL b LLzafoo 'I Z m Q W m E ANCHORS ,op. i �..•'' CENBZc •® � � .70592 8 a TE OF ��% drowing no. W07-60 DOOR MULLION LOAD CAPACITY-PSF SIDELITE WIDTH INCHES FRAME HEIGHT INCHES JAMB 'JDI' MULL 'MDV JAMB 'JDI' MULL 'MD2' JAMB 'JD2' JAMB 'JD3 MULL 'MD3 JAMB 'JD3' MULL 'MD4 EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT (-) EXT (+) INT. (-) 32 36 42 48 54 60 86-1 /2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 _ 120.0 120.0 1 120.0 120.0 120.0K20. 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 32 36 42 48 54 98-1/2 112.6 120.0 120.0 107.1 120.0 120.0 99.7 120.0 120.0 93.3 120._0 120.0 87.7 1181 1200 2798 36 42 48 110-1/2L57 118.5 1126 120.0 120.0 120.0 75.8 7[0.0 0.fi 113.6 104.9 66.1 106.3 98.2 120.0 E.S. WINDOWS 45 1/2' MAX. 87 1/2' MAX. DOOR DOOR WIDTH DOOR WIDTH SEE SEPARATE NOA� I MOR •/ � // I' � -f�OR � / IiIA \ p CR /• II A /• i I D' OR/ 1 II I II p I IF- p I? s EI II II p'= c! q E .• II I II II old wl� ;✓ II xct ✓ II I II ' �y yi O� _= II II OF Z S U ��- k� II I II II� _= 0 IZ w �______".-0 W - - Ii SIDELITE W".OTH 4 MAC SIDELITE WIDTH 85 3/4" MAX. IIL INTERMEDIATE SEE CHART CL TO CL DIM.HOR20NTALS -, SEE CHART CL TO CL D1M. OPTIONAL DOOR MULLION LOAD CAPACITY-PSF SIDELITE WIDTH INCHES FRAME MIGHT INCHES IAMB 'JDI' MULL 'MDI. JAMB 'JDI' MULL 'MD2' JAMB 'JD2' JAMB 'JD3' MULL 'MD3' JAMD 'JD3' MULL 'MD4' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 32 36 42 48 54 9B-1/2 90.0 SOO 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 87.7 90.0 SOO 90.0 32 36 42 48 110-1/2 79.8 75.8 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.6 90.0 66.1 90.0 90.0 32 36 42 48 114 72.6 90.0 90.0 90.0 69.1 90.0 90.0 6C3 90G 90.0 _90.0 90.0 60.2 90.0 90.0 90.0 32 36 42 48 120 62.3 90.0 90.0 90.0 59.2 90.0 90.0 90.0 55.2 51.6 fi8.7 89.1 90.0 83.0 1 83.4 90.0 E.S. WINDOWS 45 1/2' MAX. DOOR ODOR WIDTH SEE SEPARATE NOA� SEE CHART CL TO CL DIM.' 12 J 12 13 13 I 3A 5 3 DOOR-WINDOWALL 6W 5 n • • • • � • • • � � • • • TRANSITION MULLION ] I • • • • • •. • • . •.. . 14 IllllulnJ,I, C r� .. .. uc�lsF PRODUCT REVISED !`\ .70592 JAMB 'JDI' JAMB 'JD2' JAMB 'JD3' MULLION 'MDI' MULLION 'MD2' MULLION VDT MULLION 'MD4' -- co ply.V wish the FMT:da ! r o -•+ • • • • • !tuiidvgs C«la IN�4 SZ N-3 Iz INS{ 6x IM'1 _ �Iz IN-{ Sz W�� W4T"z ►iJ Ix N�4 ,S=1N 31 IN 4 IN�3 •_ Is IN-4 Si RC3 ,4<^_tpt6nre Z.�� •�J ��'� �+� �a J 70 12.7226 10.6577 3.8057 ALUMINUM 6.570 2.7226 6.7195 2.6757 10.8072r4. IALU LWM .7195 2.6757 �pLUj{IN1af • 6.7195 2.6757 Fx irotica Dare SFEEL 2.7506 1.2224 • • STE 75 L22 TD. • • 3.75}} i 1.66� �-j. \ TE OF 1(J�� drOwmg �-l OTAL.OT IIR.69S2 • TOT•L •...6041 `'-°Li ORIDI;•'• \��+nmx2s nis WO%-6i��sheet 6 - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR MULLION LOAD CAPACITY - PSF DOOR MULLICN LOAD CAPACITY - PSF 4mu � i 0 TEXT.(+ JAMB hD2' `D JAMB 'JDI' JAMB 'JDI'' JAMB 'JD3' JAMB 'JDI' JAMB 'JD1' JAMB 'JD3' JAMB 'JD3' Io NOMINAL DIMS. MULL 'MD1' MULL 'MD2' MULL 'MD4' NOMINAL DIMS. M' U 'MOL' MULL 'MD2' MULL 'MD3' MULL 'MD4' to ; wD N (WI)L30 iRNL IIMOi DOOR KW m,(+) m.(+)on.(«) WCH (wt) WVDI M)'FfIN9 HMO o NO R m.(+) Ezr.(+) W.(«) W.(«) ZNXHM WUIES 9NCHE6 IW.(-) INT.(-) 4lI.(-) MCIIES W m INCHES RICHES INi.(-) RIT.(_ Nrt.(-INr.-) 0 Z 90.0 90.0 90.0 30 84.6 90.0900.0 90.0 90.0 90.0 36 78.6 90.0 90.0 90.0 � 9C.0 90.0 90.0 ♦2 108 73.4 90.0 90.0 90.0 3 N 96 90.0 90.0 90.0 _ 48 68.8 90.0 89.7 90.0 SJ d j W 90.0 90.0 90.0 90.0 30 68.290.0 90.0 90.0 85.7 9C.0 90 90.0 85-3/4 36 174 96 63.5 90.0 85.3 900 0�j N 90.0 90.0 90.0 90.0 _42 59.5 90.0 80.6 90.0 V O j 36 86.9 90.0 90.0 90.0 48 56.0 90.0 76.3 90.o W MO 2 t7 0 I 42 _ 102 81.5 90.0 90.0 90.0 30 55.5 89.3 _780 90.0 0 IL O � `I 48 76.7 90.0 90.0 90.0 36 120 51.9 83.5 - 73.6 _ 88.0 O 0 N N C _ _ ..___.-_. .-_- O / 54 72.5 9...0 89.0 90.0 42 48.8 75.5 69.7 83.3 1n �j' W z LL N 85-3 4 30 84 7{.2 90.0 90.0 E37.8 48 46.0 74.0 86.2 79.1 - 0 �� Z N M 02 36 f08 69.5 90.0 89.1 30 724 90.0 90.0 90.0 3 J Z m Q y 42 65.4 90.0 84.4 114 67.2 90.0 90.0 90.0 Z Q W Of r 48 61.7 90.0 80.2 42 62.7 90.0 _ 65.9 90.0 30 I 60.2 90.0 81.7 85-3/4 48 102 58.8 90.0 81.1 90.0 �- 36 114 56.6 90.0 77.4 30 59.0 90.0 82.6 90.0 © v°Ji 42 53.3 85.8 73.4 36 55.0 88.4 77.7 -0 4850.5 81.2 69.2 42 51.5 82.8 73.3 87.7 - 70 49.7 80.0 71.9 85.9 48 48.4 77.8 69.4 53.0 120 46.8 75.3 68.1 81.5 30 63.7 90.0 90.0 90.0 a. "' n 42 _ 44.2 71.2 64.8 77.! 36 59.0 90.0 85.7 -- 90.0 85-14 - 120 1f0-t/2 - - Z E.S. WINDOWS 3 U 48 41.9 67.5 61.7 73.8 42 55.0 88.4 804 90.0 - F-D00R h TRANSOM IJ E,~j p 30 90.0 90.0 90.0 90.0 48 I 51.5 82.8 75.7 90.0 1 SEE SEPARATE NOA ovi �I 3E 90.0 _90._0 90.0 90.0 =--------------- ? H _ 42 102 86.6 90.0 90.0 90.0 - - 3 48 81.2_ 90.0 90.0 90.0 I r7 54 76.5 90.0 9C.0 90.0 Z3� nl }p 79.3 90.0 90.0 90.0 36 74.0 90.0 9C.0 90.0 ( O OR p II I q \ N O0 0 42 108 69.3 90.0 88.9 90.0 i r OR 1! 1 II \ b w Li T) Q v 85-3 4 48 90 65.2 90.0 84.3 90.0 0 II III 4 \ II N V w W 0 w \Ir In M r / 30 63.9 90.0 85.6 90.0 U E/ 36 59.9 90.0 80.8 90.0 I' I N j• I� 114 �INI 0 a 42 56.3 90.0 76.5 90.0 I O 10 48 53.1 85.4 72.7 86.9 30 52.4 84.2 120 74.5 89.1 II \ \ II I II / A 8 u I y�y' 36 49.2 79.1 703 84.3 2 46.3 74.5 66.9 80.0 N \_ III tl o 48 43.8 70.5 63.6 76.1 F-__-- �( -4� i 9 1 U SIDELITE WIDTH I w t s u SEE CHART 85 3/4" MAX. 12 13 12 13 ln� (W2) DOOR WIDTH (WI) 3a 6 3A s 3A DOOR-WINDOWALL I = =� D6)LI n i 3A m^ m N o 0 .. .. • • • TRANSITION MULLION j 6 3A •_ o.4jl[ • • • • • • • • • • AH �L T1 +� ```LtL 11f 111/NJJ7j7 n �� 18 PRODUCT REVISm* 70582 ' JAMB 'JDI' JAMB 'JD2' IAMB 'JD3' MULLION 'MDI' MULLION 'MD2' MULLION ;MD3' MULLION 'MD4' a�-pl) ing`with Cl-Florida (_ • • • •--.-•. •_. • • Building I-da Iz IN�a $Z IN-3 Iz W-41SZ IN-J Iz N-41Sz WSJ �lz W�4 Sz 3 li W'41 3 f_ • IZ W-4 SZ IN-3 A Dimrr i'tn l 6.570 2.7226 10.6577 3.8057 ALI'YINIJY 6.570 2.7226 6.7195 2.6757 10.8072I 4.4 AL NUM 6.7195 2.6757 �(, UyIN[jE_• 6.7195 12.6757 Hx�i on I�te li STEEL 2.7506 1.2224 • STEP ��75 1.22Gj_�----_.._ ",1 �� o _ !.S'�y,L i i 3.7533 1.668 J \� Q <!/ �/ drawing no. TOTAL 14.5467 • • TOTy,•',1♦.6951 • 'TOT.Q. • • 17.6041 HY �i '�' TOP,.•' \`�: i1/�' -7 �• 6 NAIY + Y SR % 2.9 ' • •... ��\ YY O / - V O `✓ \ II!I I %%% t�� sh` eet 61f 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR YDI.LION HEAD ANCHOR LOAD CAPACITY - PSF DOOR YDLI ION READ ANCHOR LOAD CAPACITY - PSF NOMINAL DINS. 'C4' 'C" 'C6' NOMINAL DIMS. 'C4' 'C5' 'C6' WOTH (.I ",cm Wvm (W) INCITES FPA A HOOK MOTES I mit Hoses MCH6 EXf.(+) TNT.(_) EXT.(+) IM. -) EXr.(+) INT.(-) WI9M (WI) MCYIES WI91H (w) WHIM m" ITf� a YTE n OOW HCOff PCH3- 85-3/4 30 96 84 89.6 90.0 90.030 85-3/4 36 108 96 79.2 IWO 90.0 36 85.0 _.0 90.0 _ 75.1 90.0 90.0 42 54 60.8 90.0 42 71.5 89.3 90.3 77.0 _ 90.0 _ _90.0 90.0 48 68.1 85.2 90.0 73.6 90.0 90.0 30 114 120 76A 72.4 90.0 90.0 90.0 90.0 60 70.4 88.0 9000 38 30 102 86.0 90.0 90.0 42 68.8 86.0 90.0 90.0 36 81.5 90.0 90.0 48 30 36 42 65.6 82.0 42 _ 48 77.4 90.0 90.0 718 90.0 90.0 -_ 73.8 SOO 90.0 69.9 87.4 90.0 54 70A 88.0 90.0 _ 66.4 83.0 90.0 30 108 82.7 90.0 90.0 48 63.2 79.0 90.0 36 42 78.3 74.3 90.0 90.0 85-3/4 30 114 102 74.9 90.0 9C.0 90.0 90.0 36 71.0 88.8 _ 90.0 48 70.8 88.4 90.0 42 48 67.6 64A 84.5 _ _ 90.0 30 14 79.7 90.0 90.0 80.5 90.0 36 75.4 90.0 90.0 30 120 72.4 90.0 90.0 42 71.5 68.0 89.4 90.0 16 88.b 857 90.0 48 85.0 90.0 42 65.2 81.5 90.0 30 120 76.9 90.0 90.0 48 62.1 77.7 90.0 36 72.6 90.0 90.0 85-3/4 30 }6 120 110-1/2 70.4 88.0 90.0 42 68.9 86.1 90.0 66.8 83.5 90.0 -- 48 65.4 81.8 90.0 42 63.6 6C.7 -_ 79.5 90.0 85-3/4 30 36 102 108 90 84.1 90.0 48 75.9 90.0 79.7 90.0 42 75.8 90.0 48 72.3 P86.4 90.0 54 30 69.1 90.0 80.9 90.036 SOO 76.7 42 72.9 90.0 90.0 48 69A 86.8 90.0 30 36 114 78.0 90.0 90.0 73A 90.0 90.0 90.0 42 70.1 87.7 48 66.8 __ 83.5 90.0 30 120 75.3 90.0 90.0 90.0 36 71.2 69.1 42 67.6 84.5 90.0 48 64.] 80.4 90.0 OR OR E.S. WINDOWS DOOR & TRANSOM SEE SEPARATE NOA II / it 111 p / IIIII It ' y / iiip \ a SIDELITE WIDTH 1ri /n •i n \ �'I / N 85 3/4' MAX. DOOR WDTH (W7) 7 T = I a I O o m to '''' II I TYP II II TIYP 11 II II IIYPII II 1r-- Ir----- r 1 •• ••• * •• TRANSITION MULLION ANCHORS • • . •I • • • • • lo-�i T� -- • • • • • • • • • • • C_' AT $R.I. Ar3. CASES 9 2019 �` �„'�M"' •••• � S,� OFNSLc''•. ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION PRODUCT REVISED '7 D C4 = (4) ANCHORS TYPE 'C' AT EACH S E• LF 6i IZ MULLI • • • • • • .dJ:n "O6 evith 1hW FFarxta - 1• iP Di 9N • • • • • • !,-,-.11g cox l8-R/?4• b5 _ C5 = (5) ANCHORS TYPE 'C' AT EACH SIOP OF DOOR MULLION • • • • • A�¢PIYYW'<tSo :�d33 �1 • • • • • • • • • • • • E. ..erica Mine ' O ' s of �� C6 = (6) ANCHORS TYPE 'C' AT EACH SIDE OF DOIDF• MULLION • • • • • • \ MpP•.•' Oi�` ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. A"•'�" •-` I'"`i'4'A 7 I1 fq ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �u • Z m 0Z h,°p W Z R N Ooo OF wN O. 1%O_ 0 1.'w 0,H Cp'-rm o 0aoo' O -at,K it U)%10 n it j LL U. Z o _ Q Wmf 1- 0 a B drawing no. W07-60j 57 TYPICAL ANCHORS / SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FQR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING PIECE OR ONE PIECE 20NTAL INTERCHANGEABLE BETWEEN HEAD k SILL INTERIOR FINISHES NOT BY E.S. WINDOWS ILLUSTRATIVE ONLY TYPICAL ANCHORS:. SEE ELEV. FOR SPACING 1 0 �, LTYPE 'A'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) 3fi Z n m 3 o INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z ci R 0 0 a o WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE O o WITH 1-1/4" MIN. EMBED INTO CONCRETE O W H DIRECTLY INTO CONCRETE C r WITH 1-1/4" MIN. EMBED INTO CONC. 0 I w�a I ANCHOR EDGE DISTANCES Ci G a '^ vyi-g o INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTJRE = 1" MIN. m C 0 M C W was P TYPE 'B'- 1/4 DIA KWIK CON 11 BY 'HILTI' (Fu-163 KSI, Fy-157 KSI) Q w N n o LL Z INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD O F ^ J Z m a u Q W m S r THRU 1BY WOOD BUCKS INTO CONCRETE METAL WITH 1-1/4" MIN. EMBED INTO CONCRETE L---�I �STRUCTURES DIRECTLY "-0 CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. I ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 3" MIN. I N ^ _ L — INTO WOOD STRUCTURE =1" MIN. — _ — _ - n w~ TYPE 'C'- DIA ULTRAC0 BY 'ELCO' (Fu=177 KSI, FY=155 KSI) 3o J w H INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN, PENETRATION INTO WOOD z 13 I3 0) v -Nw ,� THRU 1BY W000 BUCKS INTO CONCRETE IQ "7 WITH 1-1/4" MIN. EMBED INTO CONCRETE m Z n DIRECTLY INTO CONCRETE g I3 Z li N WITH 1-1/4" MIN. EMBED INTO CONC. �vl ANCHOR EDGE DISTANCES m W �ul G M L- INTO CONCRETE AND MASONRY = 3" MIN, INTO WOOD STRUCTURE=1-1/4" MIN. — — L TYPE 'D'- 1/4" DIA. TEKS OR SELF DRILLING SCREWS ST/ST (GRADE 5 CRS) ` � �iIii INTO METAL STRUCTURES „ (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE R ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) ol�l r��I'LW W STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1/2" MIN. L- — — — — — — — — — - m WOOD AT HEAD, SILL OR JAMBS SG 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'a = 3000 PSI MIN. .00 • • • • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. ° G AN •• ••• •• • • • •• .��\ r ° SEALANTS: ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF PRODI!CTREV"� (` 2 _ a es cMnplyc� with Lhe Florida GLAZING BEAD TO FAME •S�P�ED WITH• SILICO�JE SEALANT. JAB � ; s'7 _ o g -• • Ex rerion lYate T OF ��' drawing no. :,+DAD BUCKS �NII MF•TAL•�TRUCJURts jIOT•BY•E.S. WOW.®�., F ��` 9 4MU6T SUPPORT LOAD! IMP09ED BY GLRZINe StSTEM AND ny / SDf;.••' TRANSFER THEM -t 111E BQILDING STIZUCTURL• G / W07-60 �RL 1111� sheet 8 °f 12, • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N MAX. 1/4" MAX. SHIMHIM SPACE 3/8' MAX. SHIM SPACE _ SEE ELEV. SHIM SPACE_ I FOR SPACING SEE E. I o I WITHOUT REINF. FOR SPACING SEE ELEV. FOR SPACING ; 1BY (p E SEE SHEETS 3& 4 Z w WOOD BUCKS `O O FOR CAPACITY ° O H n oI JAMB ANCHORS W tv OPTIONAL Q f t H N 5 3 SEE ELEVATIONS 4 FOR SPACING d' O O o OWNMETAL IL m I I S RUCTURES m O i' v ° U=On I Ti.° I \06 o �2 EE� LL N o \ �? IA W oi ml �o ¢ J o1 s CJ \}� o D.L. OPG. I � D.L. OPG. { W m a JAMB ANCHORS` '^ EXTERIOR OPTIONAL , 0 FRAME WIDTH SEE ELEVATIONS -- — FOR SPACING 3 U LJAMB ANCHORS _ANCHORED JAMBS J OPTIONAL DO NOT REQUIRE REINFORCING g J W LL SEE ELEVATIONS z H i FOR SPACING 3 (6 UT UNANCHORED JAMBS 3 [MAY REQUIRE REINFORCING O n SEE CHARTS ¢ O n 1/4- DIA. BOLTS WITH NUTS o Z J e ALUM REINF. AT 6' FROM ENDS ALUM REINF STEEL REINF. m 3 Z - ' ///''' SEE SHEETS 3 & 4 AND 78-1/2- O.C. MAX. E SEE SHEETS 3 & 4 E SEE SHEETS 3 k 4 •,�> 1-1/8' MAX. FOR CAPACITY O FOR CAPACITY O FOR CAPACITY _w vi Q ; 1/4- MIIN. I 13 W M N n 11 I I � u � -- 8 <Q;FIIIT�SHES, D• •• .• •• .•• • • •• • • • • --'F.b• .' o s— ,t a D.L.., .L OPG • • • •�G. • 14 JHT 19 „t'ja PROD1REVISED oc 592 ,Ayz4 1NOTLLUBY .S. WINDOWS :Cwish te Foed STRATNE ONLY • • • • •• • • • • • • • • • • • • • • • • • • • F P'�a11in �fe � OF Q(/` drowing no. • • 000 • • • • Mire t ade Prl bxl \�\�s�Q,`��G `• iY`O / —60 1Iifill 00"`heel g of 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O MIAM1-DADE COUNTY APPROVED I o LARGE MISSILE IMPACT RESISTANT r _ _ _ _ _. I Z m j TRANSOM O II 1 I 2 a zoo` __ II i I rr O WN RO"1 tL rji coll. '=, r -� -------= c c > m ---- - - - - , c ANCHORS TYPE 'C' V I ANCHORS TYPE 'C' O d SEE SHEET 7 SEE SHEET 7 y yX O N FOR CAPACITY t' FOR CAPACITY Q W z LL {L2m_o D.L. OPG. m i WITHOUT REINF. ___--__-____ / ALUM REINF. ____--_-__.._a SEE SEPARATE NOA FOR DESIGN LOAD ' ©SEE SHEETS 6 & 6.1 f G SEE SHEETS 6 & 6.1 CAPACITY OF DOORS AND DOOR ANCHORS. /- FOR CAPACITY FOR CAPACITY LOWER VALUES FROM DOORS NOA gl - --- � ,'------'----- � ' � /--------"--' I OR STOREFRONT SYSTEM CAPACITY CHARTS MIAMI-DARE COUNTY APPROVED MIAm-DARE COUNTY APPROVED WILL APPLY TO ENTIRE SYSTEM. LARGE MISSILE IMPACT RESISTANT ODOR , I LARGE MISSILE IMPACT RESISTANT DOOR Xn m L____________ �' J L______________7 --------------I ; Eli N ------------=-----�_____ --- � --- 3 IL ` ¢ In Li I -------- i �J _ ---- n L __IJ___________�L��- �I i D.L. OPG. ( `! LEAF WIDTH D.L. OPG. 12 ( LEAF WIDTH vi- x STEEL REINF. STEEL REINF. S Y O(`� SEE SHE'lF 6 & 6.1 - G SEE SHEETS 6 & 6.1 -----� p ^ = F FOR CAPACITY ,' FOR CAPACITY 3u3 b I�a3bt33�� I I I MIAMI-DARE COUNTY APPROVED MLAMI-WE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR LARGE MISSILE IMPACT RESISTANT DOOR I.. , w n o g a L =1"i`- _`� ----- ----- 1� ••• ••.--- 7-`•'•i• L-------------�5 lu og m olo I • � • • I I ` o o W �5 J_ L-------------- _ _ I 1fI I111 0 ------------ 1I1,x 'C q-�O �., I r S"j �I � � JI `��- ___i ••• •I.• • i I ••• ••• I II �'yll ___ I P yp lf3 J 11 I' ' • • • • ' III __________� ��_ • • _�___•� i_ ___=1--_ - --_--� n T OF d 07 no. 1 � . ... : � •. . I n,a:. axronlclC�st1 �`•'••.... .G � W07-60 11 L OPG. LEAF WIDTH D.L. ePG. 14 1, LEAF WIDTHAL ��` �_ \illnnLLN1 �sheetl0af12) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 2.' !• of HOLLOW FRAME HEAD/SILL 1A OPEN BACK FRAME HEAD/SILL O INTERMEDIATE HORIZONTAL 1 J86 - TYP. F- P. 1.117 .00 Oa GLASS STOP i0 io O FRAME 3. O MULLION SNAP -IN MATE O SHEAR CLIP Ir ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 ESS005 AS REOD. HOLLOW FRAME HEAD/SILL 6DO5-T5 - 1A ESS007 AS REOD. OPEN BACK FRAME HEAD/SILL 6063-T6 - 2 E58004 AS REOD. INTERMEDIATE HORIZONTAL 8063-T6 - 3 ESB001 AS READ. FRAME JAMB/MULUON 6005-T5 - 3A - AS REOD. DOOR MULLION 6005-T5 - 4 ES8006 AS REGO. GLASS STOP 5063-T5 - 5 ESS002 AS REOD. MULLION SNAP -IN MATE 6005-T5 - 6 ESS003 AS REOD. SHEAR CUP 6005-T5 - 7 - AS REGO. INTERIOR BULB GASKET VINYL - 8 ESS709 AS REOD. SPACER/SIUCONE STOP VINYL - BA - AS REOD. BUTTON BUMPER (3/16') SIUCONE - BB ES8011A AS REOD. SPACER (1/41 SILICONE OUROMETER 85 9 10 - 2/ LITE 3/16' X 1/2' X 2' LONG SETTING BLOCK, AT 1/4' POINTS EPDM DUROMETER 85±5 SHORE A 11 #12 X 1-1/2' 4/ CORNER ASSEMBLY SCREWS PHSMS STEEL - 12 - AS REOD. MULLION STIFFENER 6005-T5 - 13 - AS REODMULLION MULLION REINFORCING CHANNEL STEEL - 14 - AS REOD. I MULLION REINFORCING BAR STEEL I - r 1.472 I 125 TYP 253 5.000 3,750 1 4.534 I i .124—L .206 - Oo DOOR MLLLION 72 STIFFENER d 1.000 I .188�1 E •• t� Yip8 •40 • • •• . a•oo• . . a.alD •• •• •• • • •• •• • • ••• • •• • • • • • t3 S;EEL REINOF&CING • • • to • 36 KSI MIN. or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISFA) cs •or.�plYog with 2. Florkla '�ui cJvq Cai< csmra _n De. By ANA ; 40. 7OW2 .. a k = o y 1� 1016' �1�= -- , STATE OF (y�� dr0wing n0. rz • 3 Q oaoos Qi N N 11 ; II' I Q W=LLO N 11 J t7m a m 7 01f I- I L II XX/ I 5/5- X 1/8- ALUM PLATE BENT TO MATCH JOINT iO SECURED WITH #8 SMS (3) PER SIDE OF JOINT / n /J 3Io W 5/16 X 1 X 1/8' S ALUM ANGLE 1 3 BENT TO MATCH JOINT SECURED WITH #8 SMS �;I0 0, M i' (3) PER SIDE OF JOINT 2 3 J m 3z�MI I I y W CIRCULAR OR ANGLED CORNERS c 11 j I c #12 X 1/2' 4 FH SN.S O�4= � R F x PH SMS /-/ HORIZONTAL CORNER '1 i - i• � • • o o $ m 'F • • • • ••• • JF Ei 19 Vi� PRODUCT REVISED / a; csripiyag+i@ MA Fbrkia • • • • • • • • • g ` v •• • -2ECT OR_3UUARE CGJJE�S ex %® sT OF (yI(drowing no. DOOR MULLION CORNER • • •• • • • • • • SS' �G W07-6O • • • • • • • • • Ptim Dede Pr..dl t Cartrc \� AL11T1`�� sheet12&12 ••• • • • • ••• • • ••• • • • ••• • • A;3PR0VED BY DATE JP'ING DEP-iJI " UG DEPT i,.L CT TO COMPi_IANCE WITH ALL FEU AL I L. AND C:,-N I RULES AND RMULATIONS 74 x 50 1 /2 IN C114* dara- 37 x 38 1/2 IN 39 1 /2 x a C Z l! \/ N O CG �{ 74 x 501 /2 IN 74 x 50 1 /2 IN U .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. .. ... . ... . . . . . . . . . .. . . .. . . .. .. ... ... x 63 IN x381/2IN 34 x 79 1 /2 IN ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . >oe Miami Shores Village ENTERED BuildingDepartment Ja�02020 �. \J 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY. Jl Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No.s"D(0-1 Q I' 1+15Z PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION []SHOP o CONTRACTOR DRAWINGS JOB ADDRESS: Z 5D �- 7 6 � sue+ City: VK4W ; Miami Shores County: Miami Dade Zip: 3 3 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): `x-, ,eLo Phone#: uS- 19 1 1� Address: Zip GJi= �'G-4 o o r City: l-i,\,a NI., SC,,-,)tas-; State:— Zip: l 3 Tenant/Lessee Name: Phone#: -�2DS d*"�1 13 Email CONTRACTOR: Company Name: Address: City: State: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: hone#: hone#: Certificate of Competency #: _ Phone#: Address: City: State Value of Work for this Permit: $ Square/linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ R1ep+air/Replace Description of Work: � d� ^� ► 1�. ©` Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (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 Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / Signature 0 NER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this da9—a f 0111 20 ZJ by C�Q ►I ,9 who is personally known to me or who has produced 1. as NOTARN PU The foregoing instrument was acknowledged before me this day of 20, by , who is personally known to me or who has produced who`did take an oath. NNIIII111y identification and who did take an oath. \\\0AIx DY PRIt-p C, UGH25,?Feo . #GG 287268 , NOTARY PUBLIC: nt: i 9 :-Z o tided 1h- :�:.' �� Seal: 'o\\\\ Seal: r1y *********r*sssss**rs•*s******** s**s�*�sns�.�***********�ssr*�ssss***s***ss*s**ss**s*sss*��**s:**ssss**:s**s*** APPROVED BY 7 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ENTERED JAN 0 8 2020 BY:4� Miami Shores January 8, 2020 To whom may concern, I need to extend permit No WS-06-19-1452 because factory will deliver windows at the end of January. Thanks for your consideration, L c ;aestu 250 NE 9treet