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WS-19-845d e 4 -I�-ems Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-04-194346 Permit Type: Windows/Shutters kCtassification: Window/Door Replacement Permit Status: Approved Issue Date:07/29/2019 I Expiration: 01/27/2020 Parcel Number 490 NE 91 ST, Miami Shores, FL 33138 1132060190010 Contacts SALVATORE CAVALLARO Owner SALVATORE CAVALLARO Applicant 21 E SUNRISE AVE, CORAL GABLES, FL 33133 21 E SUNRISE AVE, CORAL GABLES, FL 33133 Other:3055821985 Other:3055821985 HCD DEVELOPERS LLC Contractor TOMAS RAFAEL GONZALEZ 5273 SW 157 LN, MIRAMAR, FL 33027 Business: 3055929898 igonzalez@urbandomus.net Description: WINDOWS & DOORS INSTALLATION Valuation: Inspection Requests: p $ 10,300.00 12 WINDOWS, 2 STANDARD DOORS & 3 SLIDING DOORS 305-762-4949 TotalSq Feet: 626.00 Fees Amount Application Fee - Other $50.00 CCF $6.60 DBPR Fee $4.05 DCA Fee $2.70 Education Surcharge $2.20 Scanning Fee $9.00 Technology Fee $6.75 Windows/Shutters Fee $220.00 Total: $301.30 Building Department Copy Payments Date Paid Amt Paid Total Fees $301.30 Credit Card 07/29/2019 $301.30 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 AFFIDAVIT: I certify that all the foregoing information is accurate and that,att�wof will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor tcido ork stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date July 29, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING "PR 8 )0'0 BY: FBC 20 ` 1 Master Permit No. -16 " -1,38 Sub Permit No. W J - 07 -11- 6s' ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1i e— V Sr - City: Miami Shores County: Miami Dade Zip 3 / Folio/Parcel#: I i - 3 Z O 6 ' 01 `11-0 0 / o Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 4 fy J ny ts " I� rt I& Phone#: Address: r r c L JT-e 2t-V City: a f State: Zip: 3 �0 34r Tenant/Lessee Name: Email CONTRACTOR: Company NaZe:_ c e) �QGr� *7 Phone#: 1ZTB QG Address: V ��% S City: 1 ea {tiu _ State: rL Zip: '3312�p �► / Qualifier Name:'7'OM 0 Z Gl�l ;2-�'Z Phone#: 3 State Certification or Registration M ( _G C / �-I 3 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: , \ City: Value of Work for this Permit: $�K 1011 7ZO 0 • J V Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: Wk VA do co S X '�4t �90 J 0 /a f Gc C'u [ irl d)u-) 4"3 5 �r W 3 S / Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ (Revised02/24/2014) State: Zip: CCF $ CC DBPR $ Ni Double Bond $ TOTAL FEE NOW DL ❑ Demolition . 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 occu seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approve4`5V a Ninspection fee will be charged. — Sign or AGENT The foregoing instr ment was acknowledged before me this i_ � c ` dray Hof ^L 20, by �'�\\ ` k , who is personally known to me or who has produced '���ku�c V-IE6 , as an"ho did take an oath. '\\;+RY-IPY4; NICOLE AUGCO MFAR Seal: Notary Public - State of Florida k _ '' • ; ee Commission # GG 045883 �N"rF oo- My Comm. Expires Nov 8, 2020 APPROVED BY (Revised02/24/2014) Sign CONTRACTOR The foreg ng instrument was acknowledged before me this M ► " day of 20 1 by CvJ ho is personally known to me or who has produced identification and who did take an oath. NOTARY WBLIC: Sign: vv C/ Print: Z— Seal: �`�Y �`', Notary Public State of Florida Ivelisse Teresa Gunzalez y r, My Commission GG 30202a �7aiw Expires02tt4/2023 #t****•i**F#****#**#**s*r****#*****4***ski*********•#**srssssss Plans Examiner Zo Structural Review Cl as 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). Acknowledge n Qualifier/Own�r-Signature Date Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: 71 Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND P SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 r 490 MIA M/ SHORES RESIDENCE. - 4 9 0 NE 91 STREET, MIA HI SHORES, FLORIDA, 33138. - STRUCTURAL CALCULATIONS::::- 6 (Revision #3) : "" p No. 5046.5 O ; r sr�= 111.1/"ONA Fausto E. Guerrero PE 50465 17082 SW 99 AVE, MIAMI, FL., 33157 Ph: 786. 443.1685 FAUSTO E. GUERRERO P.E. Project Title: 490 MIAMI SHORES CONSULTING ENGINEER Engineer, 2 Project ID: Project Descr: _ Printed: 15 WkY 2019, 9:16W Wood Beam Fib = 0. lUrsluser'BestdoplCOMPANY1PRBBA7-11C8SAV-IICALCUL-tl490 MIAMI SHORES ec6 . Softwere copyright ENERCALC, INC. 1983,2018, 600:10.18.12.13 . Description : ROOF JOISTS FAMILY - ONI NG CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb+ _ 1,050.0psi E;Modulus ofElasticity Load Combination ASCE 7-10 Fb - 1, 050.0 psi Ebend- xx 1, 600.0 ksi Fc - POI 1,450.0 psi Eminbend • xx 580,0ksi Wood Species :Southern Pine Fe • Perp 56 5. 0 psi Wood Grade :No. 1: 2"-4" Tiick: 10" Wide Fv 175.0 psi Ft 700.0 psi Density 34.330pcf Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Repetitive Member Stress Increase Qt0.0266�L(0,0399) _ 2x10 Span = 15.0 ft Applied Loads _ Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.02660, L = 0.03990 , Tributary Width =1.0 ft, Load for Span Number 2 Uniform Load: D = 0.02660, L = 0.03990 , Tributary Width =1.0 ft, A DESIGN SUMMARY Dt0.0266 L� 03�99b) • Span = 1,330 ft Service loads entered. Load Fdtl'orS IWII be applIM fdt calculatlbtrs.• • • - 44-46— - ...____�— • • . . . •••••• • • • • • 0 :000% •• • • •• . . Maximum Bending Stress Ratio = 0.862 1 Maximum Shear Stress Ratio Section used for this span 2x10 Section used for this span fb : Actual = 1,048.90 psi fv : Actual FB : Allowable - 1,207.50psi Fv : Allowable Load Combination +D+L+H Load Combination Location of maximum on span = 7.291 ft Location of maximum on span Span # where maximum occurs = Span # 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0,273 in Ratio = 659>=380 Max Upward Transient Deflection -0.127 in Ratio = 438>=360 Max Downward Total Deflection 0.478 in Ratio = 376 >=240 Max Upward Total Deflection -0.223 in Ratio = 250>=240 Overall Maximum Deflections ')esiun C 0.299 : 1 2x10 = 52.27 psi •175.00 psi +D+L+H 14.246 ft Span # 1 Load Combination Span Max. '" Defl Location in Span Load Combination Max. '+' Defl Location in Span +D+L+H 1 0.4776 7.458 0.00D0 2 330 2 0.0000 7,458 +D+L+H -0, 2228 2.330 Vertical Reactions Support notation Far left is #1 Values in KIPS _ Load Combination Support 1 Support 2 Support 3 Overall MAAmum _ Overall MlNimum 0 292 0,399 *D+H 0 219 0.299 FAUSTO E. GUERRERO P.E. CONSULTING ENGINEER 1 d4err (414) = - W, 7 iZ/�) = A24 9f' GEC �S/fit% Q FAUSTO E. GUERRERO P.E. Project Title: 490 MIAMi SHORES CONSULTING ENGINEER Engineer: 3 Project ID: Project Descr: Printed: 15 MAY 201S!, 9:16PM Woad Beam Fite = C:W%N)esk we COMPANAOR8BA7-11CB-SAV-1ICALCUL-11490 MIAMI SHOPES.ec6 . Software copyright ENERCALC - IFINC. 1983-2018 Mild: 10.18.12.13 . t i •, • Reyes fngin4mm Description : ROOF JOISTS FAMILY - D.NING Vertical Reactions Supporl. notation : Far !eft is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 +D+L+H 0.511 W 0.69� _._ .._._.. +D+Lr+H 0.219 0.299 +D+S+H 0.219 0.299 +0+0.7501-r+0.7501-+H 0 438 0,599 +D+0.75DL+0.750S+H 0.438 0.599 +D+0.60W+H 0 219 0.299 +D+O 70E+H 0.219 0.299 +D+0.75OLr+0.750L+0.450W+H 0.438 0 599 +D+0.75OL+0.750S+0.450W+H 0.438 0.599 +D+0.750L+0.750S+0.5250E+H 0.438 0.599 +0.60D+0.60W+0.60H 0,131 0.180 +0.60D+0.70E+0.60H 0.131 0.180 D Only 0.219 0,299 Lr Only L Only 0.292 0.399 S Only WOnly •••• E Only . . .... ...... H Only • • . . ... •••••• •• • •••••• • •••••• • • • • • •••• • •• ••••• •••••• •••• ••••• •• •• •••• •••••• • • • • • •••••• FArUSTO E. GUERRERO P.E. Project Title: 490 MIAMI SHORES CONSULTING ENGINEER Engineer: 4 Project 1D: Project Descr: Printed: 15 MAY 2019, 9:38PM ddd doer file=QtUsersWaeriDesktop=MPANAPRB8A7-11CB-SAV-11CALCUL-1W90MIAMISHORES.ec6. SoftwareooqdttENERCALC, INC. 19n2018, WM:10.18.12.12l .. 0.0 -•d• 1 Description : ROOF LEDGER Code References _ Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: ASCE 7-10 General information ....._.,._..._.----- Ledger Width 1.50 in Design Method: ASD (using Service Load Combinations Ledger Depth 9.250 in Wood Stress Grade: Southern Pine, No.2: 2" - 4' Thick Ledger Wood Species Southem Pine Fb Allow 925.0 psi G : Specific Gravity 0.55 Fv Allow 175.0 psi Bolt Diameter 518" in Fyb : Bolt Bending Yeid 45,000 psi Bolt Spacing Cm - Wet Service Factor 18.0 in 1.0 Concrete as Main Supporting Member Using 6' anchor embedment length in equations. Ct - Temperattre Factor 1.0 Using dowel bearing strength fixed at 7.6 ksi per NOS Table 11 E Cg - Group Action Factor 1.0 C A - Geometry Factor 1.0 ._... ... ..... . ... • • •••• •••••• • D 150.0 L(225.0) • • • s: ___.___ • • • • • • • i •••••• •••• ••••• Analytical model actually uses 100 spans to ensure that all possible combinations of bolt location and point load location are evaluated. It it VlAs are *eVVfJe$okAion.• • • • • • • • • • • •••••• •• • • •• • • Load Data • • • • Dead Roof Live Floor Live Snow Wind _ Seismic Earth Uniform Load... 150.0 plf plf 225.0 plf plf plf plf plf Point Load... Ibs Ibs Ibs Ibs Ibs Ibs Ibs Spacing in Offset in Horizontal Shear Ibs ibs Ibs Ibs 250.0 Ibs lbs ibs FAUSTO E. GUERRERO P.E. Project Title: 490 MIAMI SHORES CONSULTING ENGINEER Engineer: 5 Pro ect ID: Project Deser: _ Printed: 15 MAY 2019, 9:38PM 1Nod Ledger File - C:lkerslar0eskbplCOMPANWRBBA7-14CSAV-1lCALC1L-11490 RAM SHORES Software coWght ENE#iCALC, INC..1983.2018, Suild.10.18.1213 . Description : ROOF DESIGN SUMMARY Maximum Ledger Bending Load Combination ... +D+L+H Moment 70.313 ft-lb fb : Actual Stress 39.445 psi Fb : Allowable Stress 925.0 psi Stress Ratio 0.04264 :1 Maximum Ledger Shear Load Combination, .. Maximum Bolt Bearing Summary Load Combination ... +D+L+H Max. Vertical Load 562.50 Ibs Bolt Allow Vertical Load 579.60 Ibs Max. Horizontal Load 0.0 Ibs Bolt Allow Horizontal Load 971.86 Ibs Angle of Resultant 90.0 deg ! • /M. Dowel Bearing Strengths (for specific gravity & bolt diameter) Ledger, Perp to Grain 7,500.0 ksi Ledger, Parallel to Grain 7,500.0 ksi Supporting Member, Pere to Grain 3,250.0 ksi Supporting Member, Parallel to Grair 6,150.0 ksi +D+L+H Diagonal Component 562.50 Ibs Shear 281.252 Ibs Allow Diagonal Bolt Force 579.60 Ibs fv : Actual Stress 60.811 psi Stress Ratio, Wood Q Bolt 0.9705 :1 Fv : Allowable Stress 116.667 psl Stress Ratio 0.5212 :1 Alin able Bolt Capacity Note ! 660096 Refer to NDS Section 11.3 for Bolt Capaci4calouraion meW, Governing toad Combination. , +D+L+H • • �, • • • • • • • Resutant Load Angle: Theta = 90.0 deg Ktheta = 1.260 Fe theta = 579.60 • • • : • • • • • Bolt Capacity - Load Pe, Mendicular to Grain Bolt Capacity - Load Parallel to 2!%N • • • • • • • Fem 7,500.0 Fes 3,250.0 Fyb 45, 000.0 .• Fern 7,500.0 Fes 6, "59" • i* • •• 45, 0k"Q ••••• • • : • • • Re 2.308 Rt 4.0 Re 1.220 Rt 4V •• •••• •••••• k1 2.727 k2 1.619 Q 1.420 k1 1.591 k2 1. �4'1';Ir; 1.424 •� Im : Eq 11.3-1 Rd = 5.0 Z w 0,0 lbs Im Eq 11.3.1 Rd = 10 � • % t' ks � • • • • � Is :Eg11.3.2 Rd 5,0 Z= 609.381bs Is Eg11.3-2 Rd= 4"63 1,4FI1.$i lbs ;••••� P Eq 11.3-3 Rd = 4.50 Z = 1, 846.1 S Ibs 1 Eq 11.3-3 Rd = 3.60 Z = 2, 547 :es? Ibs 11Im • Eq 11.3-4 Rd = 4.0 Z = 2,02710 Ibs 11Im : Eq 11.3-4 Rd = 3.20 Z = 2,918.67 Ibs Ills : Eq 11.35 Rd = 4,0 Z = 579,60 lbs ills : Eq 11.35 Rd = 3.20 Z = 971.861159 IV : Eq 11.3-6 Rd = 4.0 Z = 805.43 Ibs IV : Eq 11.3.6 Rd = 3.20 Z = 1,229.06 Ibs Zmin - Basic Design Value = 579.60 Ibs Zmin : Basic Design Value = 971.86 Ibs Reference design value - Perpendicular to Grain : Reference design value - Parallel to Grain : Z * CM * CD* Gt * Cg * Cdelts = 579.60 Ibs Z * CM * CD* Ct * Cg * Cdelta = 971.136 Ibs 31 MIAMaQADE MIAMI-DADE COUNTY f PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy E.S. Windows, LLC 3550 N. W. 49a' Street L G REVIEVV f �,� Miami, FL 33142 a,_ ZSCOPE: VEDATE? This NOA is being issued under the applicable rules and regulating the use o s. e documentation submitted has been reviewed and accepted by Mounty 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3000" Aluminum Outswing French Doors w /wo Sidelites APPROVAL DOCUMENT: Drawing No. W04-51 Rev M, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on DEC 05, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. Lower Design Pressures (DP) of Doors, sidelites, hardware, glass and threshold (sill) options shall control. 2. See sheets 1 & 2 for doors, 2.1 for single sidelite and 2.2 for doors w/ sidelites (Reinf/unRinf) mullion options within tested frame area. 3. The Water Rating +DP with STD sill= +70 PSF (X & XX) and Hi -Rise sill = +90 PSF (XX) and +100 PSF(X). 4. The frame are of alternate size must not exceed 97.58 ft2, nor panel tested area and max. Panel height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Columbia, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal, application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA revises NOA #17-1114.03 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 17-1226.11 Expiration Date: December 20, 2023 Approval Date: December 27, 2018 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file referenced below) 2. Drawing No. W04-51 Rev K, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on NOV 09, 2016, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under#17-114.03/#16-0316.06/#15-0611.10/#14-0722.13/#12-0308.04/#09-1217.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(see sheet 2) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelite (OW, prepared by Intertek/ Architectural Testing, Inc., No. F2673.01-450-18, dated 11/16/15, signed and sealed by Joseph A. Reed, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(see sheet 2) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. (submitted under files #15-0611.10/#14- 0722.13/#12-0308.40) 3. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTL-3947 & FTL-3955 per TAS 201, 202 & 202-94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL-5164 per TAS 201/203-94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (Submitted under file # 09-0825.04). C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 08/01/16signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. haq I. Chanda, P.E. Product Control Examiner NOA No. 17-1226.11 Expiration Date: December 20, 2023 Approval Date: December 27, 2018 E -1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5" Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/01/16, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 16-0316.06, expiring December 16, 2017. 2. Statement letter dated 11/09/16 issued by ES windows, LLC requesting one year conditional approval until completion of the test proposal # 16-0940 and agree to remedial action, should the test is unsuccessful, signed by Samir Sabagh (Engineer -ES) 3. Test proposal No(s) #16-0940, #09-0225 dated 06/17/09, # 06-0411 dated 07/31/07 & 02/06/06 approved by BCCO. 4. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows, LLC, dtd 08/03/15, signed by Ms. Carla Garcia (MGR) and Andres Chamorro (Gen. MGR) respectively. 2. Evidence submitted in previous file #17-1114.03. A. DRAWINGS 1. None. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/18. 2. Notice of Acceptance No. 16-117.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Kuraray Trofosil Ultra clear and color PVB Interlayer (Former Kuraray Butacite ® PVB interlayer)", expiring on 07/08/19. E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition), FBC 2017 (61h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/01/16, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA renews NOA # 16-0316.06 for one year, expiring 12/16/18. 1. New Evidence submitted A. DRAWINGS 1. Drawing No. W04-51 Rev M, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on DEC 05, 2018, signed and sealed by Javad Ahmad, P.E. Ishfiq I. Chanda, P.E. Product Control Examiner NOA No. 17-1226.11 Expiration Date: December 20, 2023 Approval Date: December 27, 2018 E -2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted(continue) B. TEST 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(see sheet 2) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawing and installation diagram of aluminum Single and double doors outswing French door w/ Sidelite (OW, prepared by Blackwater Testing, Inc., No. BT-ESW-16- 011, dated 03/16/17, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2017 (6th Edition), prepared by Al Farooq Corporation, dated 09/15/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/23. 2. Notice of Acceptance No. 16-117.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Kuraray Trofosil Ultra clear and color PVB Interlayer (Former Kuraray Butacite ® PVB interlayer)", expiring on 07/08/19. E. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/15/17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises and renews NOA # 17-1114.03, expiring 12/16/23. Is aq I. Chanda, P.E. Product Control Examiner NOA No. 17-1226.11 Expiration Date: December 20, 2023 Approval Date: December 27, 2018 E -3 146 3/8" MAX. 4) ANCHORS 35 3/16' 76' MAX. AT MTG. STILES AND MUWON ENDS SID _ WIDTH DOOR FRAME WIDTH 6" MAX. 3• 6--''"����'j{{{{�3—• HEAD/SILL Q CORNERS I I 35 3/16" (4) ANCHORS SIDELITE WIDTH AT MTG. STILES- 6_ SURFACE APPLIEDry FALSE MUN 8• MAX. HEAD/SIL 1 1 1 MAY BE USEDED CORNERS E rjLUSH 17=-=iplT_= FLUSH IT BOLT\ n OPT S LOCKSEE =====IT==== SGfjPACRY\ I�' U 7 V '�' FOR '�• j b b io w I'�' Ir�• M / 6 II II yt______ / _ _ \ IFLUSH IT____ BOLT X / II JL\ B \ FLUSH D / BOLT _ ACTIVE INACTIVE LE J I I I I 1 �1 �2,", mw BUTT HINGES 29 5/16' \ 28 3/16" \ 29 5/1 az SEE SHEET 2 D.L. OPG. D.L. OPG. SILL O.L. OPG. �o ' 0FOR CAPACITY 33 5/16" 36 13/16- OXXO 33 5/16- DR HAHN 2 PIECE HINGES PANEL WIDTH LEAF WIDTH ( ) SEE SHEET 2 LOCK OPTION ((!1 PANEL WIDTH FOR CAPACITY MAX. FRAME AREA NOT TO EXCEED 97.58 SQ. FT. PER FBC 2014 SERIES-3000 ALUM OUTSWING FRENCH DOOR TYPICAL ELEVATIONS APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS TESTED UNITS WITH OR WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. 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 SWILL 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. THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLASS. HINGES, LOCK AND FRAME SILL OPTIONS USED. STEP 3 FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 2.1. STEP 4 FOR SIDELITE COMBINATION WITH DOOR OR SIDELITE SEE MULLION CAPACITY CHART ON SHEET 2.2. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 76' MAX. FRAME WIDTH 73' I DOOR OPNG. WIDTH 99� 3' 6' 3' PIVOT HINGES O q m i SEE SHEET C FOR CAPACITY Q E 6 a Z 0 s m D7 \FLbSH If / BOLT\ 7 O a 0 11 LOCK 6PTIONS SEE SHEEJ 2 Q LIP o FOR CAPA.CtTT' Ii Z2 O f / 3ILOINTOCK /� \ Q W O�,f /i Iv / � rcmi I o it \ POLIUSH = r=k== I T LBPJV cl ACTIVE \I INACTIVE gx 0 rM7 12' mW aS 3z� 28 3/16- a¢ I o D.L. OPG. SILL ° io B2 Q N lalhg� (XX) LOCK OPTION $2 n( ;,T- Fm NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. DOOR LEAF WIDTH (X) = FRAME WIDTH - 2.8125" DOOR LEAF WIDTH (XX) _ (FRAME WIDTH - 2.375")/2 DOOR LEAF HEIGHT = FRAME HEIGHT - 2.500" SIDELITE PANEL WIDTH = SIDELITE WIDTH - 1.875' mewcTumm �.MYTM./7wYpat"'O b �- t14 ec 5,2018` b •'•. STATE OF <y drawing no. ,,'�5,�!tomo�,•��.' W04-51 'X' DOORS DESIGN LOAD- PSF (GLASS AND HARDWARE OPTIONS) _CAPACITY GLASS TYPES HINGES LOCKS FRAME HEIGHT INCHES FRAME WIDTH INCHES A', 'B' & 'D' C. & 'E' 'F' 'G' & 'R' OPTION '1' -2' & '3' OPTION 'I' OPTION '2' EXT. (+) IRA. (-) EM. (+) IRA. (-) EXT. (+) IRA. (-) M. (+) IRA. (-) EXT. (+) IRA. (-) EXT. IRA. (-) EXT. (+) IRA. (-) EXT. (+) IRA. (-) 37-1/2 70.0 80.0 90.0 90.0 100.0 120.0 70.0 80.0 90.0 90.0 .+) 100.0 1T0.0 70.0 80.0 100.0 120.0 95-3/4 39-5/B - - 90.0 90.0 100.0 120.0 70.0 80.0 90.0 90.0 100.0 120.0 70.0 80.0 1..0 120.0 LOCK OPTION 1 & 2 FRAME WIDTH © 'XX' DOORS D / LOCK OPTION 1 & 2 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) GLASS TYPES I HINGES LOCKS FRAME HEIGHT INCHES FRAME WIDTH INCHES 'A', 'B' & 'D' 'C' & 'E' 'F' 'G' & 'H' OPTION '1- -2' & '3' OPTION .1' & '3' OPTION -2' EXT. (+) W. (-) EXT. (+) I IRA. (-) EKL (+) INT. (-) In. (+) IRA. (-) EXT. (+) 9Tf. (-) EM. (+) IRA. (-) En. (+) INT. (-) EXT. (+) IRA. L. 71-3/4 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 95-3/4 76 - - 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 HINGES OPTION ♦1: THREE PIECE ALUM BUFF HINGE BY 'E.S. WINDOWS' (3) HINGES PER LEAF AT 11' FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF WITH 110 X 1' FH SMS (6) SCREWS AT FRAME, (5) SCREWS AT LEAF OPTION I2: FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM NOTE: COVER PLATES, ST. STEEL PIVOTS AND GAIN. STEEL GLASS CAPACITIES ON THIS SHEET ARE BRUSHES AND SCREWS BASED ON ASTM E1300-09 (3 SEC. GUSTS) (2) HINGES PER LEAF AT 12" FROM TOP & BOTTOM AND FLORIDA BUILDING COMMISSION FASTENED TO DOOR FRAME AND LEAF WITH DECLARATORY STATEMENT DCA05-DEC-219 5/16-24 X 1" FH MS (2) PER WING OPTION 03: SERIES 6GAT (DR HAHN A701) DIE CAST ALUMINUM HINGE BY 'DR HAHN' (2) HINGES PER LEAF AT 8-1/2' FROM TOP & BOTTOM FASTENED TO DOOR FRAME AND LEAF WITH D.L. OPENINGS: (2) 5/16-24 X 1" HEX DRIVE FLAT HEAD SCREWS D.L.O. HEIGHT - LEAF HEIGHT - 8.1875" (STD. SOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = LEAF WIDTH - 8.625' WIDTHS: LEAF WIDTH DAYLITE OPG. 28-11/16" 20-1/16" 34-11/16" 26-1/16"36-13/16' PE"UrH 28-3/16" 28-11/16' 20-1/16 34-11/18" 26-1/1636-13/16' 28-3/16' NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. HEIGHTS: DAYIITE On. STANDARD I HI -PROFILE FRAME HEIGHT LEAF HEIGHT BOTTOM RAIL BOTTOM RAIL 82-1/2' 1 80' 71-13/16" 68-1/16' 95-3/4" 93-1/4' 85-1/16" 81-5/16" LOCKING HARDWARE: ACTIVE LEAF OPTION +Y1: SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4-28 X 2-1/2' ON MS LEVER TYPE METALLIC HANDLE AT 37" FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 18-32 X 1-3/4" PH MS. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12' FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH 18 X 3/4' FH SMS (2) SCREWS PER BOLT OPTION 92: 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39' FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 18-32 X 2" OH MS OPTION 43 4-POINT MORTICE LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 18-32 X 2" OH MS INACTIVE LEAF (FOR USE WITH OPTIONS 1.2 & 3) CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC. MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH 18 X 3/4" FH SMS (2) PER BOLT WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMB EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF (X & XX DOORS) HI -RISE SILL = +90.0 PSF (XX DOORS) +100.0 PSF (X DOORS) EXCEPT GLASS TYPES 'G' & 'H' REQUIRE HI -RISE SILL FOR ALL CASES. 3 2.000 SA 1.500 A C F y Lu Opp° aggg 0690 LL z u) IL s QW-�0 BRObOCFYEVam r CMPWK wK► Me F1aA& Aon a No -I ' q o m BDap41atlaa Date ` )^. , ` 4 � max [9" nodw cm" 1111111111 //AAA JCENSF •' � `t � C 5,2018 V T lE OFF drawing a no. W04-51 STATIONARY PANEL (0) OR SIDELITES FRAMA JE E x e ( 0 ) DESIGN LOAD CAPACITY - PSF FRAME HEIGHT FT./IN. FRAME WIDTH INCHES GLASS TYPES 'A' , 'D' 'C' 'E' 'R' 'G' h V EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 33 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 36 70.0 80.0 87.0 87.0 87.0 87.0 70.0 80.0 6/10-1/2 39 70.0 80.0 80.3 80.3 80.3 80.3 70.0 80.0 42 70.0 74.6 74.6 74.6 74.6 74.6 70.0 74.6 33 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 7/0 36 70.0 B0.0 87.0 87.0 87.0 87.0 70.0 80.0 39 70.0 80.0 80.3 80.3 80.3 80.0 70.0 80.0 33 70.0 80.0 87.6 87.6 90.0 90.0 70.0 80.0 8/0 36 70.0 $0.0 87.0 87.0 87.0 87.0 70.0 80.0 D.L. OPENINGS: D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = PANEL WIDTH - 4.000" 3/16" H.S. GLASS 3/16" H.S. GLASS .090" Interloyer .090" Interloyer SentryGlos Trosifol PV8 By 'Kuroray America, Inc.' By 'kuroroy America, Inc.' 3/16" H.S. GLASS 3/16" H.S. GLASS SILICONE DOWSIL 795 i m s � i GLASS TYPE 'A' 1/8" H.S. GLASS .090" Inlerlayer SentryGlos By Kuroray America, Inc.' 1/8" H.S. GLASS o: SIUCONE DOWSIL 795 z m � m I 31 Nni 0 GLASS TYPE 'E' SILICONE C m DOWSIL 795 i 3 6 U n y 1 N I h O GLASS TYPE 'H' 1/4' H.S. GLASS 090" Interloyer SentryGlos By 'Kuroray Americo, Inc.' 1/8" H.S. GLASS SILICONE DOWSIL 795 .m z g N :a, Inc. .ASS )NE IL 795 0 GLASS TYPE 'C' 1/8" H.S. GLASS 090" Interloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" H.S. GLASS SILICONE IW �DOWSIL 795 GLASS TYPE 'F' GLASS TYPE 'G GLAZING OPTIONS a WATER INFILTRATION LIMITATIONS: 0 a m WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS Z STD. SILL = +70.0 PSF N u HI -RISE SILL - +90.0 PSF �. N �, 0 1.500 2.000 ,9 A c g 14 V gZ� 1/8" H.S. CLASS .090" Interloyer Trosifol PVB By 'kuroroy Americo. Inc. 5/32" H.S. GLASS SILICONE DOWSIL 795 z m ii GLASS TYPE 'D' 3/16" H.S. GLASS .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 3/16" H.S. GLASS SILICONE DOWSIL 795 .m z II I jl ii li 0 � 35 8 GLASS TYPE 'H' HI -RISE SILL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION O ay 0 E O p g 04 rQ ] LL 0 IL w o Q m f 0 0 DECLARATORY STATEMENT DCA05-DEC-219 i h a x v, n EE J W z_ p (fi I Y n 0 M Z3_j 3zL�o LtEVTYBY Q W m }AODUCf as comylyfug wkb t4 FMddo 0 nny $ bddi•g Cods Aregterrcc Ne 1 iz26• It Om J c 0000 0 e fv a ,,Rsydrrir 70592 .. S sc 5,2018 ►•'•. � OF "cORIDT;. � y TE ✓y�� drawing no. ••• \�: tr•' G . W04-51 ��7i js�oNAL , x�� sheet 2..lpf 7 MULLION DESIGN LOAD CAPACITY - PSF SIDELITE WIDTH INCHES FRAME HEIGHT FT./IN. DOOR TO SIDELTTE MULLION SIDELITE TO SIDELTTE MULL UNREINFORCED REINFORCED REINFORCED EXT.(+)/INT.(-) E)CT.(+)/INT.(-) EXT.(+)/IW.(-) 24 27 30 33 36 39 42 6/10-1/2 1 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 SO.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 79.2 80.0 1 90.0 24 27 30 33 36 39 7/0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 77.9 80.0 90.0 18 21 24 27 30 33 36 8/0 71.2 80.0 90.0 67.7 80.0 90.0 64.5 80.0 90.0 61.6 77.7 90.0 58.9 74.4 83.3 56.5 71.3 76.4 54.2 68.5 70.7 v v UNREINFORCED REINFORCED iF FORCED DOOR U .M N 11 11 NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR DOOR/SIDEUTE MULLION CHART WILL APPLY TO ENTIRE SYSTEM. \ E D \ B DOOR FRAME SIDELTE WIDTH WIDTH OVERALL FRAME WIDTH G" B D \ DOOR SIDELITE FRAMEL�.OEUTE WIDTH WIDTHDTH J //l H J D \ B DOOR FRAME SIDELTE SIDELITE WIDTH WIDTH _ WIDTH _ OVERALL FRAME WIDTH C A L \ DOOR DOOR FRAME SIDELffE FRAME WIDTH WIDTH WIDTH ox (OX0) (OOx� (xox> OVERALL FRAME WIDTH OVERALL FRAME WIDTH ( OVERALL FRAME WIDTH �� n n n / \ O E E H © 0 / IlL BLA D\ / SIDELITE DOOR FRAME SIDELITE DOOR FRAME SIDELITEI SI DWIDTM SIDELITE DOOR FRAME I WIDTH MUTH WIDTH WIDTH WIDTH WIDTH ( XXO 3 ( OxXO ) SIDELITE WIDTH 39 5/8- MAX. I SIDELTE WIDTH SIDELITE WIDTH 39 5/8- MAX. SINGLE (X) DOOR WIDTH SINGLE (X) DOOR WIDTH 76• MAX. XX DOC ( XXOO ) ( ooxx ) �SODVCtREVNM ie tu�Pi7lryl wMr 6e F1rii� 6tudiaR Cade Aaceptun No I'7-12Z.1,• 11 6apinti�e Dore�Z�e 'L3 ''VCENgF ••. � � o 8 . 70592 = E ec 5,2018 �- ATE OF -- (y�� drawing no. s� aomo►:aG�� W04-51 O a 0 a w k w IN PLA( O EDGE GIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 5 m 3 = a � TYPICAL ANCHORS 3/16' X 1-1/2' SEE ELEV. FOR SPACING WEEP SLOT 1/SILL AT SIDELTTES EDGE DIST. STATIONARY UNITS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY WOOD BUCK EDGE JAST. O m LLB �11_i o iI�IlIY11�,��- SNAPPED(, PLACE C 3/4' MIN. THROW BOLT PENETRATION 1/2" MIN. 6 THROW BOLT 32 PENETRATION INTO SILL 33 15 34 21 34 O 21 $ - 3 14 ° v HI -RISE FRAME STLL APPLICABLE TO STATIONARY c TYPICAL ANCHORS AND OPERABLE UNITS 3/16' X 1-1/2' SEE ELEV. FOR SPACING WEEP SLOT 2/ SILL AT XX DOORS 1/ SILL AT X DOORS EDGE DIST. OPERABLE UNITS HI -PROFILE BOTTOM RAIL APPLICABLE TO STATIONARY AND OPERABLE UNITS tl10DUCrpEvmM c € utX w o kaWTa�ceo. A.etepl ace No�/Q 1 - o �f2 o o 70592 Dec 5,2018 ir; •' STATE OF ��!(/�� drawing no. R EDGE DIST. TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS x FOR SPACING FOR SPACING m ' EDGE Q a STRUCTURE MIAMI-DADE COUNTY APPROVED #X G (SEE BELONG SE k MULLION ANCHORS SEE SEP ARATE PARATE NOA EDGE DIST. — I TYPICAL ANCHORS SEE ELEV. FOR SPACING 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/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD OR JAMBS SG 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. VRODUC F REV1III1lii a. co P"& with the.Flog& Twrl■ec.e. Aaeploce No 17-12?1' F..*Yd o We T 2 k kax, �. tAme rinpdteet lDe OL i a OL L� c 0 IL 0 0'a tm No cc LLZ� -'O ,o$E� a6 o J � z I n x n z w rr j 0 a M n R 3zwo N� LLi k' z � B �.. �,1OEWSF•,• ' o .70592 a S ec 5,2018 TE OF drawing no. omI'll j``,' W04-51 b�,iL 11`' ``` sheet 4of 7 1/4" MAX. .. SHIM I o 3 LTYPICAL ANCHORS SEE ELEV. FOR SPACING O#10X 3/4• S 6 O E O ' FROM ENDS & 14" O.C. MAX. OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY .96' X 2- X .96" X 1/8" FULL LENGTH STL CHANNEL (CARBON STEEL TO BE PAINTED OR PLATED) ACTIVE LEAP W (RUSH BOLTS AT ACTIVE AND INACTIVE LEAFS %&.(J MUST BE ENGAGED DURING PERIODS Ia OF HURRICANE WARNING) a Z q� CONCEALED FLUSH BOLTS AT 10• FROM EACH END 11 O CONCEALED FLUSH BOLTS I(IL O: O p ... O WITH LEVERS ON STILE FACE 12 AT 10" FROM EACH END V WITH LEVERS ON INSIDE FACE �1uu O:OC 4 O u N r IN -ACTIVE LEAF � 9 C��e a OSOO m1H 0J Q IL�LL N W�11; LL Z W 1 Q III wE 5 t� LOCK OPTION 11 � g o ^ �0 U Z _ EE U EXTERIOR V)rna ( Ono � O r 1 z M Z 3 POINT LOCK SYSTEM © CONCEALED FLUSH BOLTS OR 12 AT 10" FROM EACH END 1 h N Q 4 POINT LOCK SYSTEM WITH LEVERS ON INSIDE FACE W I.Nj IN -Al IEAF 9 y0. G �WW� 8�8 c o ACTIVE LEAP 25 IN -ACTIVE LEAF 2 8ai e LOCK OPTIONS 02 A, /3 m n o R MTOpUCf REV�I EN BF' o o_ s c�PM�¢wNr HeilrYD 1 � Aaeptrece�RN�)22i"•1� - .70592 I £ - Dec 512018 I 01i, �Q •'•,• STATE OF !y; drawing no. W04-51 TYPICAL ANCHORS �qu W SEE ELEV. 'O FOR SPACING 113Y 1/4- MAX. WOOD BUCK I�^ SHIM Z 0 3 1/4' MAX. 1/4' MAX. 1 Q q SHIM SPACE SHI 2 09' O O 2 Q .9 1 o 2 WOOD BU U 13 ACTIVE LEAF OR WOO STRU RE 0 tp LL T a 30 KK 00K s s �O�yyN�0 � � W �Y a• Z 0 /Y Z�—V6i 4 3 29 QwO�of� 0 21 B 19 21 TYPICAL ANCHORS O SEE ELEV. FOR SPACING TYPICAL SEE ELEV. ANCHORS HINGE OPTIONS D.L. OPG. OR SHEET DETAILS Q m METAL FOR SPACING LEAF WIDTH 25 STRUCTURE O 39-5/8' MAX. �- FRAME WIDTH EE V '� J W EXTERIOR LOCK OPTION 1, 2 OR 3 0: ( X) OPTION 1 SHOWN uj N a N 0 N 34 0 I OPTIONAL TRIM O Z 3 J m I W visa.. y Lj O (0-0) OPTIONAL REINFORCING SIDELITE TO SIDELTTE SEE SHEET 2.2 FOR CAPACITY W W z 96' X 2' X 98' X 1/8' p7 FULL LENGTH STL CHANNEL o '" o (CARBON STEEL TO BE PANTED OR PLATED) 2 O c o a W 4 u : ACTIVE LEAF - U W Ni T.1 O iil 11 2 q � m C O a m 'm - c o n .fc . .. a � 19 •BONING f =EV�CY �� 'fec NB�_ 34 21 a oc�q�Yg wily 1h RAd/c 8 8 YNiBngCaA� " a ( X-0 ) Aonpga«No-%27(,• lI _ 5,2018�` o LOCK OPTION 1, 2 OR 3 Y�tr�' �o ATE OF (V� drawing no. OPTION 1 SHOWN �[OR1Dh •''• •• � W04-51 ����iS�01VAL 1�"�` ` sheet 5.1 of 7 Y.V " ` w 'fYR gn 3 m p� g ZJ Z �so d N O m col a�o p �qa Q10 ��' 6 LL Olt O w z n J n b i JJ z J� w tr H N N < n 0 a, M Q M 1 $� Z3- 9 3Z1i p - V) Q J g W M� R•' O s c L1 xi o a a U U diiv0 - O O m M o o e O L 111111111//// O GENgF••ryO MODUCFRBV� g - e.WM•s with the Wn1h n t` 0 C-k 17- In& i 1 = 70592 wacepl..re lw K.p4wt110 Oete�a - u c 5,2018�` 14 4, Q OF ((�� drawing no. ►sar owa.a ;,'2'' •. om01%. • �� W04-51 AL 1��� sheet 6 of 7 ITEM � 1FB-1202-9142/ RT / Q ANTITY DESCRIPTION MATERIAL )tANF./SUPPllER/REMAKES 1 01-1 1 FRAME HEAD 6063-T6 - 2 01-2 2 DOOR FRAME JAMB 6083-T6 - 3 02-i 1 FRAME SILL (STANDARD) 6063-T5 - 3A 3025 1 FRAME SILL (HI -RISE) 6083-i5 - 4 03-1 READ. SIDELRE ADAPTER 6063-T6 - 5 3004 REOD. SHEAR PLATE O ANCHOR LOCATIONS 8083-TB 3" LONG 6 005-1 / LEAF TOP AND BOTTOM RAIL 6063-T5 - BA 3024 / LEAF HI-PROFlLE BOTTOM RAIL 6063-T5 7 006-1 LEAFDOOR LEAFJAMB -HINGE SIDE 6063-T58 007-1 LEAF DOOR LEAF -LOCK SIDE 6083-TB - 9 07-2 LEAF DOOR LEAF -KEEPER SIDE 6063-T6 - 10 008-1 READ. 51DELffE STILE 6063-T5 - 11 02-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN h ASSOCIATES 12 02-9142/ LEAF CONCEALED FLUSH BOLT STEEL SULLNAN & ASSOCIATES 13 3011 AS REOD. JAMB TRIM 6063-TS OPTIONAL 14 3012 1 SILL COVER 6063-T6 - 15 3013 2/ LEAF WEATHERSTRIP ADAPTER 6063-TS - 16 14-1 4/ PANEL PANEL CWAP 6063-T6 - 17 03-3 3/ LEAF HINGE ASSEMBLY 6063-T6 SEE SHEET 2 17A - 2/ LEAF PIVOT HINGES - SEE SHEET 2, MASTER 178 M701 2/ LEAF ORHAHN 2 PIECE HINGE, AT 6" FROM EACH END DIE CAST ALUM SEE SHEET 2 19 - - DOOR LOCK (SAVANNAH 2O1SL) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 w22321 NG AS REOD. FIN -SEAL PILE W'S7RIPPING - ULTRAFAB 22 E53020 AS REOD. BULB WEATHERSTRIPPING VINYL AT SIDELITE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4"Xi/8"%4-1 /4" LONG 24 - AS READ. HINGE REINFORCING BAR ALUMINUM 1/8" THK. X 7-7/8" LONG 25 - 2/ LEAF 3/8" DIA. THREADED ROD W/ NUTS STEEL - 26 - AS REOD. FRAME ASSY. SCREWS - j10 PAN HEAD SMS 27 - AS REOD. MULLION REINF. CHANNEL (LENGTH � MULL HT. - 10ry A36 STEEL - 28 ES4014 AS READ. BOTTOM RAIL GLASS STOP NEOPRENE - 29 E54019 AS READ. PANEL SILICONE STOP NEOPRENE - 30 - AS READ. 3/8" DIA. X 1/8" HT. BUMPER S..ICONE FRANK LOWE RUBBER CO. 31 E54013 AS REOD. WEDGE GASKET SIl1C0NE/EPOM TREMCO 31A ES-3000-GO1 AS REOD. WEDGE GASKET SILICONE/EPDM TREMCO 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063-T5 - 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - #10 % 1" FH SMS 34 Q/LON AS REOD. DOOR PANEL W'STRIPPING - SCHLECEL 35 - AS REOD. 1/76" % 1/2" GLAZING TAPE URETHANE SAINT GOBAIN 36 - AS REOD. 1/8" % 1/2" GLAZING TAPE URETHANE SAINT GOBAIN 4.000 j�-1.779 1.500 L .078 2.016 QQ Q FRAME HEAD/JAMB 2.250 .125 2.000 z7 MULLION REINF. CHANNEL 30OF 740 MATERIAL � SILICONE/EPDM .461 HARDNESS s 7035 31 .265 I 160 MATERIAL SILICONE/EPDM HARDNESS - 70±5 GLAZING GASKETS SCALE t: t PIVOT HINGE ``111�1f1�111p `1.1j7j''' lRODUC f NE•Yit� '' VGENBF ••• out C wNY tlOJn11� kw/i„j Cede z AaepWc`No %% /22 `•I/ 0. 70592 _ gaphwim D. 9p5,2018� M, s• p.,/� r�Np Q '•, ATE OF �(/� '.,i`s'•.FtomoP.�•���; 'WAL1�`��` U/ 4• f 1' Z p 0 h m q W O�Op`.o ffNNVV A � g LL 0 pp, c p .i Q¢ 2 " p a qg it �2Of @ :1 u m ; O U -3.350� 395 F -2.674 Q SHEAR PLATE 2 125 0.375 8B8 + 0.312 2.125 n 2.000E--o I 1 6oa f L .388 F 1.500 t5 WEATHERSTRIP ADAPTER 2.237--q I + -r 1.555E) LE + 1 3.2090 + 1.555 + 1.391 3.602 DIE CAST ALUMINUM HINGE --1.750 - 4.000 3.500 4�.590 Q TOP/BOTTOM RAIL 1.000 jam- .800 .045 �•I .852 13 JAMB TRIM (OPTIONAL) $ i z j$ m 0 N m JUJ J W � N 3 a n n A i° Z 3 J }i Z V O� W M 5 5/16• DA. STEEL PIN I I I I O © 3.375 1.112 .250 1.531 9 16 PANEL CLAMP I I 000 2vi ® U 3I- n 3 PIECE HINGE 2.674,-1 FII 395 P .7so L3 SIDELITE ADAPTER oI I� N i i 2.OD0-^{ 913 1.750 .621 .094 to SIDE LITE STILE 7.250 sA .590 .078 -^j I� I I .913ell 7.750 RAIL 2.163 .490 1.145 078 1.500 .563 �a�O Q FRAME SILL (STD.) 1.145 .062� I I-475 -�1 .927 k+- 1 t4 SILL COVER oo_ •T o F 8 p 4.625 I .094 .913 1.984 .590 1.750 �f I I 4.000 �•I ©� LOCK STILE/KEEPER STILE O 1.750 4.000 � 1.954-�{ 145 .490T 3 .561 .07tr 6 a.000� ® FRAME SILL (HI -RISE) 2.000 I 4 c ¢ s . drawing no. W04-51 .094 .913 �- Q HINGE STILE _k HI -PROFILE I--,.7so--=I BOTTOM sheet6.lof 7 d yI 16 Q; G C 16 O�~ W -V 25 LL5$f FRAME TOP CORNER 25 SIDELITE ADAPTER TOP CORNER Q O n S b x n JUJ z J� W a' 0 3rnM'n z SEALANTS: vi ALL FRAME AND LEAF JOINTS AND SEAMS SEALED WITH -, W n DOWSIL 791 SEALANT. N STATIONARY PANEL OR DOOR LEAF CORNER SIDELITE CORNER 0 € 0 VIT uw N = O uo c / � •'ucFNSF'••. � a r orpyra wNr ow:rl� .70502 = ` " o E.N1•v�.aa t� ec5,2018 �/ 1 Lt �^ ' ®•. ATE OFF drawing v no. W04-51 FRAME BOTTOM CORNER SIDELITE ADAPTER BOTTOM CORNER ' ��ii.....`....��` sheet 7of 7 2 MIAMaQADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WR) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) v econ my ES Windows LLC 3550 NW 49`" Street BU_Cbu,- ILDING �E`'I`'�' DATF��- Miami, FL 33142 APPROVED SCOPE: This NOA is being issued under the applicable rul 10 ns 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1500" Aluminum Fixed Window - L.M.L APPROVAL DOCUMENT: Drawing No. W03-57, titled "Series-1500 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 and 7, dated 07/31/03, with revision H dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTLSENTNT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.14-0923.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1114.10 H2ADE COUNTY Expiration Date: November 06, 2023 , _ _ I_ - Approval Date: February 01, 2018 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBM=D UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 13-0910. 01) 2. Drawing No. W03-57, titled "Series-1500 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 of 7, dated 07/31/03, with revision F dated 8/22/14, 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 fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 08-0417.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with narked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0308.05) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, FTL-3819 and FTL-3808, dated 05/16/03, 06/09/03 and 05/14/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.01) J _ Manuel P E. Product-Contro =14.10 finer NOA No. Expiration Date: November 06, 2023 Approval Date: February 01, 2018 E-1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, and with FBC 51 Edition (2014), dated 09/10/14 and 02/09/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300.09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MA.TERLU CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 50' Edition (2014), and of no financial interest, dated August 14, 2014, signed and sealed by Javad Ahmad, P.E. 2. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted under NOA No.12-0223.41) 3. Laboratory compliance letter for Test Report No. FTL-6236, issued by Fenestration Testing Laboratory, Inc., dated 06115110, signed and sealed by Jorge A. Causo, P.E. (Submitted under NOA No.12-0223.41) 4. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P.E. (Submitted under NOA No. 08-0417.06) 5. Laboratory compliance letter for Test Report No. FTL-5339, issued by Fenestration Testing Laboratory, Inc., dated 02/11/08, signed and sealed by Michael R- Wenzel, P.E. (Submitted under NOA No.08-0417.06) 6. Laboratory compliance letter for Test Report No. FTL-5054, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOANo.06-0308.05) 7. Laboratory compliance letter for Test Reports No. FTL-3810, FTL-3819 and FTL- 3808, issued by Fenestration Testing Laboratory, Inc., dated 05/16/03, 06/09/03 and 05/14/03, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.01) G. OTHERS 1. Notice of Acceptance No. 13-0617.26, issued to ES Windows, LLC, for their Series "1500" Aluminum Fixed Window — L.M.I., approved on 09/19/13 and expiring on 11/06/18. Manuel P P.E. Product Control iner NOA No.17-1114.10 Expiration Date: November 06, 2023 Approval Date: February 01, 2018 E-2 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W03-57, titled "Series-1500 Aluminum Fixed Window (L M.I.)", sheets 1 through 7 of 7, dated 07/31/03, with revision H dated 09/27/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated September 27, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0923.08, issued to ES Windows, LLC, for their Series "1500" Aluminum Fixed Window L.M.I., approved on 02/12/15 and expiring on 11/06/18. Manuel Pe e2, .E. Product Control xa 'ner NOA No. 1 14.10 Expiration Date: November 06, 2023 Approval Date: February 01, 2018 E-3 WINDOW WINDOW WIDTH WIDTH r I i t I I L J WINDOW WIDTH WIN-WINDOW pi ; WINDOW WTI` I..WINDIDIN_WIDTH.1 WIDTH_r--- L J WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VEMM BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. FROM ENDS A HEAD ILL FNsh: 1SU BI C ,1 L 11 tl- iV ; II II 11 II I II ,1 II ,I II II II { C - -----TI-- - r------n e 44 3/Ir b� D.L. OPO. SERIES-1500 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER M41MI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO' BE AS PER CHARTS SHOWN ON SHEET 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (131H EDITION) FLOPoDA BURRING OWE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 10Y OR 2BY WOOD BLOCKS B BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BURRING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CDNTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE h 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 MUNDNs USED i PRODUCT REVISED as compMno with the Flehlde Wld Blay Ceedde NDA-No. 17-1114.10 Eaplrotlon Data 11/00/2023 THESE WINDOWS ARE RATED FOR LARGE t SMALL IASSIIE IMPACT.I SHUTTERS ARE NOT REQUIRED. .Im aroetnq no. W03-57 ,y'S• ANN. CLASS • 09/Y Mterlayer TroeNol PVB By 'kurmay Americo, Inc: 1/5• AWL cuss SL,c0NE DOW caRNINc 795 DHESIVE 6 FOAM TAPE OPTIC GLASS TYPE 'A' 3/15' INN. CLASS 3/16' ANN. Cuss .090• Interloyer 090' Interlayer SentrAcs Trosttol PVB BY 'X—ray Amerlea, Mc: By 'kurvrey Amerka, Inc! 3/15' ANN. GLASS 3/15• ANN. GLASS �u SIUODIIE DOW CORNING 795 SILICONE DOW CORNING 795 H DHESIVE FOAM TAPE m ADHESIVE FOM TAPE GLASS TYPE $' GLASS TYPE $1' SAte' HEAT STREN'D. CLASS 3/,B• HEAT S71tEN'D. GUk55 09O• Its SentryGlas Troaifol PVB By 'Kura —ray Tray Ametka, Inc.' ey 'kuromy Amerka, Inc! 3/16• FEAT SMEWD. GLASS 3/16• HEAT STREWD. GLASS DOW MINING 795 Lu DOW CORNING 795 ADHESIVE FOAM TAPE ie ADHESIVE 4 FOAM TAPE n ra im 795/96S a 5/16" LAM. GIASS 7/15" LAM. GLASS ALT. GLAZING OPTIONS SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEET. HEAT STREN'D. GLASS .090• ln=7sr T."., PVB By 'Iwmray America, Inc.' F/4" HEAT STREN'D. CLASS SIUCONE %DOOW CORNING 795 GLASS TYPE 'CE' IING 795/993 Z � a Z gz i PRODUCT REVISED a6uTld�Cy1I�-WIN the Fbrida MOA-No. 17-11 114.10 E mlratba Date 11/0612023 i T 1 OF drawing no. g F WO3-57 //11i111\ sheet of 7 D=G* IAAD CAPACITY - PEP DffiON LOAD CAPACITY - PEP TYPES GLSS TYPE MASS TYPES GLSB TYPES k 'CL' 11INDOlf DMB. _ '1' 'B' k '91' 'C'. Tt' ! 'C2' iM.(-) WM H HEIGHT EXT.(+) TNT.(-) E7fr.(+) TNT,(-) OCf.(+) 1HT.(-) 80.0 18' 70.0 70.0 70A 904 70.0 80A 60.0 24' 106" - - 70.0 90.D 70.0 80.0 80.0 30' - - - - 70.0 BOA S0.0 36' - - - - 70.0 80.0 80.0 16' 56.2 582 70.0 90.0 70.0 60A B0.0 24' 12D' - 70.0 00.0 70.0 80.D 80.0 30' - - - - 70.0 80.0 80.0 36' - - - - 70.0 BOA 80.0 80A 80A 80.0 BOA 80.0 SO.0 50.0 80.0 S0.0 80.0 S0.0 80.0 w 80.0 71.1 54A L BD.O y� 00.0 ''/� j SO. o f _ SO. � 80.0 80.0 71.1 (off 64A Y'D71i AND LENGTH OIf1O151DN9 CAN 0E OPoENTm 80A VERTICALLY OR HOMONTALLY AS SHOWN ABOVE PRODUCT REVISED 50A a9 « p1w wf h vw t7orida 80.0 BaIkung Cod• 80A NOA-No. 17-1114.10 50A Expi�ra�t/io�nDate 11106f2023 00.0 Bly'_W!� SDA Mla�fiT�Dade� 80.0 /v/,. 80.0 �+ _ r C qpt� 80.0 Cii 1 U J G01! SOA 80.0 80.0 80.0 t 11 f I f BO.D � J,.•••••••��i i 80.0 C�. Of '•j ARE GUSTS). /DAiAL tt`�� II If111 tt �XINDDA DD[S. CIA.98 'A TYPE GLBB '8' k TYPBS •Ei' OL93 Y, 'Cl' wmiH HEDHT OCT.(+) iM.(-) EKL(+) 1M. - OR.(+) O �" EWir g �.9 Gpi G y( � L«ry777 yz( z Q 0 ' W bile a Z $ S 19' 24' 30' 36' 42• 4e' 54' 60' �„ 1-_O.O 1 iu.0 70.0 70.0 70.0 70A 70.0 $73 70A 70.0 90.0 70.0 70A 70.0 90.0 70A 70.0 70.0 90.0 70A 70.0 70.0 90.0 70A 70.0 70.0 90.0 70.0 7a0 70.0 90.0 70A 7EO 70.0 90.0 70.0 073 70.0 90M 70.0 le* 24• 30' SB• 42• 54• 60' 70.0 70.0 70.0 70.0 80.0 - - 70.0 70.0 90.0 70.0 70A 70.0 90.0 70.0 7a0 70.0 90.0 70.0 70A 70.0 96.6 70.0 90.0 70.0 90.0 7O.D 70A 90.0 70.0 - 70.0 90.0 70.0 - 70.0 90.0 70.0 s 1 h 1 r �Ut •„I <� 6 0) M 10 Z z (J7 L0 N lIJ M ; le' 24' 30' 31. 4Y 48• 54' 80• 70.0 70.0 70.0 673 - - - _ 70.0 70.0 90.0 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 70.0 873 70.0 90.0 70.0 - 70.0 90.0 70.0 - 70.0 90.0 70.0 - - - 62.2 _ _ _ mo 1B' 24' 30' 36" 42• �. 54' 72• 70.0 70.0 S42 - _ - 70.O 70.0 90.0 70.0 70.0 70.0 90.0 70.0 54.2 70.0 MO 70.0 - 70.0 90.0 70.0 - - - 70.0 _ _ - 70.0 '- - - -2 66.0 O @ i a n iB' 24' 30' 38' 42• �• 1 70.0 70A - �r�-- - 70.0 70.0 90.0 70.0 70.0 7D.0 90.0 70.0 - 70.0 90.0 MO - - 70.0 _ - - 70.0 70.0 24' 24' J0. 36• 4Y 48' f 1 70.0 70A - - I - 70.0 70A 90.0 70.0 70.0 700 90.0 70.0 70.0 90.0 70.0 0 - o W W x -_ _ 70.0 -7-- - I - - 70.0 - - - 70,0 I r 24• 30' 4 • 96' 70.0 - - - 70.0 70.0 90.0 70.0 70.0 90.0 70.0 T - 70A 90.0 70.0 - - - 70.0 NOTE: GLASS BASED CAPACITIES ON ON ASTM E13DO-09 THIS SHEET (3 SEC. drawing no. W03-57 sheet 3of 7 DEEIGN LOAD CIPACITY - PSF lIlNDOIT DD[8. CIJ89 TYPE 'A' IT.19B 7TP® 'EI' OL88 TYPES 'C', 'CI' k 'C2' YM711 HEIGHT E7T.(+) 1M.(-) Exr.C+) 1M.(-) EXT.(+) iM.(-) 19-1/S' 26-1/2' 37' 48' 33-1/6' 28' 70A 70.0 70.0 90.0 70A 80.0 70.0 70A 70.0 90A 70.0 80.0 7DA 70.0 70.0 9DA 70A 80.0 70A 70A 70.0 90A 70A 80.0 70.0 70A 7a0 90A 7Q0 80.0 19-1/e' s7' 4B• 63-1/B' se-s/6• 70A 70.0 70.0 90.0 70.0 60.0 70A 70.0 iQ0 80A 70A 80.0 e5.1 5e.1 7o.D 9D.o 7oA BD.o �.7 e5.7 Tao 90.0 70.o eD.o 0.5:7 63.7 7a0 90.0 70.0 50.0 19-i/8' 26-1/2 37' 4e' 33-1/8' S0 70A 70.0 70.0 90A 70.0 00.0 70A 70.0 70.0 90A 70A 80.0 68.1 eB.l 70.0 9DA 70.D eO.o 7D.0 90.0 70.0 80.0 S8.4 853 86.4 73.9 19-1/e' 28-1/2• 37' 48" 65' 70.0 70A 70A BOA 70A BOA 70A 70.0 70.0 90A 70.0 BOA Bs.1 58.1 70.0 90.0 70.0 BOA - - 70.0 90A 70.0 19-1/B' 26-1/2' 37' 53-1/8' 63' 70.0 70A 70A 90A 70.0 70A 70.0 70.0 90D 70.0 K?2. - - 70.0 OOA 70.0 70.0 - 872 19-1/8' JY 48• 53-t/B• 74-1/4• 70.0 70.0 70.0 90.0 70.0 W.0 70.0 70.0 70A 90A 70.0 80.0 - 70.0 90.0 70.0 BOA _ _ _ _ 70.0 BOA 63.2 7ZS MNMI-DVE COUNTY APPROVED MULLION k'MU LION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS LT" L ANCHORS SEE ELEV. FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, MUST SUSTNN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. S&ALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHfTE/ALUM COLOR SILICONE TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' DIA ULTRACON BY 'E1CO' (Fw177 KSL F).155 KV INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SK1/JAM3S) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SIU./JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 012 SMS OR SELF DRILLING SCREWS (OWE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL- 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAIRED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE v 1' MIN. INTO METAL STRUCTURE m 3/4' MIN. WOOD, AT HEAD, SILL OR JAMBS SG . 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'o - =0 PSI MIN. C-90 HOLLOW/FILED BLACK AT JAMBS I'm - 2000 PSI MIN. PRODUCT REVISED as BWI comp ■ rrith the FtaMe NOA-*o. 17-1114.10 Bmhaeon Date 11/0 M23Date 11/0 M23 By MloThdo Producto VI C'C?C52W VLr I 9 "Jp,D pHM v� OF drawing no. W03-57 BSI N 1lp�p` TYPICAL ANCHORS �}VAy SEE ELEV. FOR SPAGWG Y` - 1 4' ItA%. / HIM 1/4- MAX. SH01S TYPIM ANCHORS SEE M. FOR SPACING � �pOp gSa WOOD BUCKS METAL �$t STRUCTURE id I — U O - O TYPK7A1. ANCHORS j yV SEE SFAC FOR SPACINfi }Wi 2 EXTERIOR •'. o O.L CPO. S Z_ WINDOW WIDTH MINA—DADE COUNTY SEESCRPAMTE NNOA y ¢ f{tI G TYPICAL ANCHORS SEE ELLV. FOR SPACING Or A Si E! 8 PRODUCT REVISED u �ompyln with "m Plorma OYIId7np Cetli g a' i HOA440. 17-1114.10 Expiration Data 111001202E- 0pp -- j t-- tlllam a • ae! on Z ` 111111 I/ I ` I ` I ���• • WINDOW WIDTH WVOOW VOTH clm inq no. W03-57 aneet 8 of 7 17E11 PART # QOAMl7Y IYSSL73tPT70R YASTIOIi. MANP./aDPPI�/tKTMRi® 1 ES5001 4 WNDOW fiOAME fD63-76 — 2 E410De OPTtlNAI. GLA204G STOP 606J—T6 — ?A E5110J 4/ WOW. GIALN6 STOP (e/18' 61A55) eoeJ 73 — 29 E510/7 4/ WAY. GLAZING STOP /IB' ClASS) BO53-15 — 3 ESS002 4 ttTAYE COVER (OPIONAIa Wei-1S — 4 /8 X 1' AS REOD. ASSEMBLY SCREWS CRS PH SMS M +e K 1/z' AS IIFLD. ASSEYOLY SCREWS CRS fH SIR S 27-372 2/ LITE SERWC aLOCK, 7/16' % 3/1e' X 3-1/Y IDNG EDDY DURO►ETFA 7735 SNORE A 6 61010 OF'110 fXAT1NG WLUOE SOFT PVC OUROAETER 70 SNORE 'A' 6.1 LSIOIJ OPiONN. CIAaNO WEDGE SOFT PVC AITOYF'TER 70 STiDRE 'A tVl 27-425 4/ WOW. AALNG GASKET EDDY TXIROYETER 90 SWIIE 'A' 7 ESiSDS PLUSH FRAME ADAPTER e06J-1S OPRONLL TrIPICAL 2330 TYPICAL ANCHORS SIX ELEV. FORD SPACING .627 SEE E]EVS. FOR SPACING .700 h'.329 MEr� MUWI_DAM COUNTY APPROV0 T' I .a a 7 MULLION k MULLION ANCHORS = I .062 �— a •p Ed /M SEE SEPARATE NOA Q .1•000 500 003 ON•• O ' FRAME SQUARE UARE GLAZING STOP A A 0 ALT. 04 .t`7 r.207 TYPICAL ANCHORS as SEE ELEV. FOR SPACING .082 .I37 .837 GLAZING STOP (OPMONAL) SQUARE GLAZING STOP 733 O 1/4• MAX. ALT. J .577- �.S'3.7 SHIMS . 7 .J W —I • J _ .DNS a '• � � m O 0000 M e� � 3V — �t FRAME COVER (OPRONAL) ' e, Q viol i o l 32B 1- q224 ' W • .I�y W r� 3 SU 0XV SPACNG y ySp .115 G O GLAZING WEDGE (0171710NAL) e.t PRODUCT REVISED SCALE 1:1 as com lying with the Flodda BWlidlwe • MOA-Ma. 17-1114.10 2190 i S OB2 o"Iratlon Dab 1110 23 500 B .770 MI • ^ ' S S 2268 a �. n s r, Q FLUSH FRAME ADAPTER O 7 n+a INSTALIATION DETAM WITH FLUSH A ALT. 1.7, 0 • I : s R qwEd •.1<2 .t25 .. '.. '. •y' .% 817 OF ��� drowinq no. • � s••.a �.•� � . W03-57 ALUM CORNER LOCK CHORS SEE p,EyµFOR pgC �sA,A oh•It 6of 7 (Bp63-1S) 2 % 2 % 3/18' �V ALUM ANCLO 3/8' % 1/4' 1!� 4 1-1/18' LAND BEllf ALUM BARS tY n AT kCH LLEGWAT (FACY1 BEAR s FBe j E g C \ o O \\� ° $nyib l ° g i Ia RECT. OR SQUARE WINDOWS = N��n Gat z BENT ALUM4BARS O ALUM CORNER LOCK ° AT EACH BAR W i YASCREWS SIDE ° O 6 PRODUCT REVISED �,�'� 0 \ et compllrina with the Florida g 4 Bulldinp Codo Q NOa ito 17-1114.10 `\ [ration Cato 1110612023 iiw¢ q O ba TYPI .at. CORNER DCAU SY Miam a u us ♦�` Lttl I '/j �� n EES drawing no. 03-57 CRC" OR ANGUUIR WINDOWS •`s���.� W � 11 Iittlt sMet 7of 71 3 M IAM MADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA ES Windows LLC 3550 NW 49 h Street Miami, FL 33142 MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 BUILDING REVIEW G APPROVEDEVIEATE 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 (AIM. 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "2000/2050" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W03-75, titled "Series-2000/2050 Alum. Horiz. Sliding Wdw. (I,.M.I.)", sheets 1, 1.1, 2 and 3 through 9 of 9, dated 08/27/03, with revision I dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done .in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-0923.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1114.05 Expiration Date: November 06, 2023 f f��itg Approval Date: February 01, 2018 ! Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0910.02) 2. Drawing No. W03-75, titled "Series-2000/2500 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 1, 1.1, 2 and 3 through 9 of 9, dated 08/27/03, with revision H dated 09/16/14, 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-1008.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5338 and FTL-5475, dated 01/17/08 and 12/20/07 respectively, signed and sealed by Carlos S. Rionda, P.E. (Submitted in NOA No. 08-0527.13 and 07-0928.13) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3809 and FTL-3804, dated 06/16/03 and 05/15/03 respectively, signed and sealed by Joseph C. Chang, P.E. (Submitted under NOA No. 03-091 ) A10A&&-w1i- Manuez P.E. Product Con of Ex miner NOA-1114.05 Expiration Date: November 06, 2023 Approval Date: February 01, 2018 E-1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 51h Edition (2014), prepared by Al-Farooq Corporation, dated 09/09/14, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14 0923.10) 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. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their `'DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5,h Edition (2014), and of no financial interest, dated September 10, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted under NOA No.12-0223.46) 3. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-1008.06) 4. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P. E. (Submitted under NOA No. 09-1008.06) 5. Laboratory compliance letter for Test Reports No. FTL-5338 and FTL-5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S. Rionda, P.E.(Submided under NOA's No. 08-0527.13 and 07- 0928.13) 6. Laboratory compliance letter for Test Reports No.'s FTL-3809 and FTL-3804, issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.02) G. OTHERS 1. Notice of Acceptance No. 13-0617.28, issued to ES Windows, LLC for their Series "2000/2500" Aluminum Horizontal Sliding Window - L.M.I., approved on 09/19/13 and expiring on 11/06/18. Manue' Per P.E. Product Contr l Ex iner NOA No.-1114.05 Expiration Date: November 06, 2023 Approval Date: February 01, 2018 E-2 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W03-75, titled "Series-2000/2500 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 1, 1.1, 2 and 3 through 9 of 9, dated 08/27/03, with revision I dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 09/22/17, 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) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014), with FBC 6t1 Edition (2017), and of no financial interest, dated September 22, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0923.10, issued to ES Windows, LLC, for their Series "2000/2050" Aluminum Horizontal Sliding Window — L.M.T., approved on 02/05/15 and expiring on 11/06/18. Manuel Pe z, P.E. Product Control xa iner NOA No. 1 14.05 Expiration Date: November 06, 2023 Approval Date: February 01, 201.8 E-3 6' MAX. HEAD/Stl CORNERS THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES-2000/2050 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDTMN)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). iBY OR 2BY WOOD BUCKS B 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 DR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE h 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 WINDOW WIDTH 10' � ADDL ANCHOR 11' 511LE AT SILLS ENDS WX ENDS SEE SHEETS 2 k 3 A 5' FOR G1PAClIY I I I 1 I 1 L r r- II ---� - II - II-: II r___�r___ _ 11 II n sil, 3 1 II 1 I II 1 I 11 11 II II 11 I II II II 11 11 IL _ 1 B it li it li II 33 1/2- 33 3/8' 33 1/2- D.L OPG. D.L OPG. D.L OPG. 37 5/8' 37 5/8- VENT WIDTH VENT WIDTH FALSE MUNTINS MAY A BE US LIED) PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-1114.05 Expiration Date 11/0612023 By Mia de Product wN I LAMINATED G S LARGE MISSILE IMPACT SEP 2 9 2817 NQ,!4/'/N'cei B � VOEN6F' �i S & rE TE OF -A drawinge no. olnor?` W03-75 1/8' ANN. GLASS 090' MteAoyw Sentry , BY 'Kurarrorq America Inc.' 1/8' ANN. GLASS SILICONE DOW CORNING 795 i m z AT 1/4 POINTS ON LITES WIDER THAN 36' GLASS TYPE 'A' 1/8' ANN. GLASS 090' Interlcyer Trwttol PVB By 'kummy America Inc.' 1/8' ANN. GLASS SILICONE DOW CORNING 795 i m z 5 1D r. 3 8 AT 1/4 POINTS ON LITES WIDER THAN 36' GLASS TYPE V 3/16' ANN' GLASS .090' Interluyer SentryGlas By 'Kummy America. Ma' 3/16' ANN. GLASS SILICONE DOW CORNING 795 _ � 3 3 vyj 1. 1 7 II II j w B AT 1/4 POINTS ON LDES WIDER THAN 36' GLASS TYPE r8' HEAT STREN'O. GLASS 080' Interk"r SentryGlae By 'Kumroy America, Inc' F /B' HEAT STREN'D. GLASS SILICONE /-DOH CORNING 795 AT 1/4 POINTS ON LITES WIDER THAN 36' GLASS TYPE 'Al' 1/8' HEAT STREN'D. GLASS 090' Interlayer Troaifol PVB By 'kummy Amerlcc, Inc.' 1/8' HEAT STREN'D. GLASS ISILICONE W_ /DOW CORNING 795 AT 1/4 POINTS ON LITES WIDER THAN 36' GLASS TYPE 'B1' 5/32' HEAT STREN'D. GLASS 090' Intarkyer Tmaifol PVB By 'kummy America, Ine.' 1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 795 co S0��Mwk AT 1/4 POINTS ON LITES WLDFR THAN 36' GLASS TYPE r3Y HEAT 5TREN'D. GLASS 090' Intarloyar SentryGks By 'Kuraray America, Irk F 1/8' NEAT STREN-D. GLASS SILICONE FDOW CORNING 795 e AT 1/4 POINTS ON LTIES WIDER THAN 36' GLASS TYPE 'E' SILICONE DOW CORNING 795/983 SILICONE DOW CORNING 795/983 Z F i F O 0 0 U j. I IqLYY C LL 4 pFo Q i�i�� O e 8 LGc AT 1/4 POINTS ON UTFS AT 1/4 POINTS ON URES 0D WIDER THAN 36' WIDER THAN 36' C d 5/16' TAM. GLASS 7/16" IAIL GLASS X O I ��4�' 9 ALT, GLAZING OPTIONS o C SQUARE GLAZING STOP CAN BE USED WITH ALL Q 61 2 f oj GLASS TYPES SHOWN ON THIS SHEET. J n S 3t;�h m '- n- � z3� 3zvi to W M A PRODUCT REVISED € sw coprylr� the Florida BuZ1ngm- Lodewith _ R NOA-too. 17-1114.05 .y d 9 E Iratlon Date 11105,2023 0 € By o 9 !1 SEP 2 9 Zoil e 0 _ O N '�� drawing a no. W03-75 sheet ,1of J DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 ' EDtDOIf DIME. A STD. ANCHOR SPACING ADDL ANCHOR STD. MTG. RAH. (FRAME SILL -1. 2. 3 & 4) SEE DETAILS BELOW FOR EXq+) LOAD LIMITATIONS H.D. JIM, RAIL (SILL -3 & 4) #'k H.D. MTG. RAIL (SILL -3 & 4) ## GLASS TYPE 'A' GLASS TYPE 'B' GIA.4S TYPE 'Al' GLASS TYPE 'E1' GLASS TYPE 'C' GLASS TYPE b' G1AS8 TYPE 'Al' GLASS TYPE 'Bl' GLASS TYPE 'D' GLASS TYPE 'E' GLASS TYPE 'Al' GLASS TYPE 'BI' GLASS TYPE T' GLASS TYPE $' WIDTH HOOK EXT(+) W.(-) EXT.(+) Kr-(-) EXT.(+) Mf.(-) EXT.(+) INL(-) fM.(+) INT.(-) 28-1/2' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 1. 26' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 53-1/8' (3) 6 70.0 80.0 70.0 90.0 70.0 80.0 90.0 90.0 - - 1. 8 70.0 80.0 70.0 90.0 70.0 BOA 80.0 90.0 - - 26-1/2' 3 70.0 $0.0 70.0 90.0 70.0 80A 80.0 90.0 - - 37' 38-3/8' 4 70.0 80.0 70.0 90.0 70.0 50A 8D.0 90.0 - - 53-1/8' (3) 6 70.0 80.0 70.0 90.0 70.0 80.0 BDA 90.0 - - 74' a 70.0 50.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 26-1/2' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 3T 50-5/5' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 53-1/8' (4) 6 70.0 MO 70.0 90.0 70.0 80.0 80.0 90.0 - - 74' e - - 70.0 90.0 70.0 80.0 BOLO 90.0 - - 26-1/2, J 70.0 80.0 7010 90.0 70.0 50.0 80.0 90.0 - - 37' 4 58.9 67.3 70.0 90.0 70.0 B0.0 80.0 90.0 - - 53-1/e' (5) 6 42.6 48.7 70.0 86.6 70.0 MD 80.0 90.0 - - 74' 8 - - - - - - 753 75.3 80.0 90.0 24' 3 70.0 80.0 70.0 90.0 70.0 50.0 80.0 90.0 - - 36' 4 70.0 80.0 70.0 90.0 70.0 $0.0 80.0 90.0 - - 48' BO' (2) 6 70.0 80.0 86.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 6 70.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72' 8 70.0 SOLO 70.0 90.0 70.0 80.0 80.0 90.0 - - 24' 3 70.0 80.0 70.0 90.0 70.0 BOLO 80.0 90.0 - - 36' 4 70.0 80.0 70.0 90.0 70.0 BOX 80.0 90.0 - - 4b' 6 70.0 80.0 70.0 90.0 70.0 80.0 50.0 90.0 - - so' (3) 6 70.0 50.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72' B 70.0 BOLO 70A 90.0 70.0 B0.0 BDA 90.0 24' 3 70'0 BOLO 70A 90.0 70.0 BOLO SOLO 90.0 - - 36' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 48' 4� 6 70.0 50.0 70.0 90.0 70.0 80.0 BOLO BOLO - - 80' 8 70.0 00.0 70.0 90.0 70.0 BOLO 80.0 90.0 - - 72' 8 70.0 80.0 70.0 90.0 70.6 80.0 SOA 90.0 - - 24' 3 70.0 80.0 70.0 90.0 7D.0 SOLD 80.0 90.0 - 4 70.0 80.0 704 90.0 70.0 BOA 80.048' W, 6 54.2 61.9 70.0 BOLO 70.0 80.0 80.060' 1.0 a �5.1 51 S 70.0 87.J 70.0 80.0 SDA - 90.072' 8 - 70.0 78.7 70.0 7&7 80.0 827 90.0 A - NO. OF ANCHORS PER HEAD & SILL () - NO. OF ANCHORS PER JAMB e n `1 •2 STD. SILL W(1HOlJT RISER STD, SILL WITH RISER LIMIT EXL(+) LOADS TO 533 PSF LIMIT EXT.(+) LOADS TO 70.0 PSF n HI -RISE SILL WITHOUT RISER LIMIT EXL(+) LOADS TO 67.5 PSF SEE DETAILS BELOW FOR DIT(+) LOAD LIMITATIONS 7b 1 1. •4 K-RISE SILL WITH RISER LIMIT EXT.(+) LOADS TO 80.0 PSF m o b m 1 6 6. CL pl C] Q �1 0j M. MTG. RAILS STD, VM, RAILS 7 p S-2000 S-2050 LL z q _ iS 5 U s 0�M7 n W B z 3 r7oUOBA h�8A.1 ( V1 C) M O H.D. MTG. RAEL3 A,D. MTG. RAILS S-2000 S-2050 PRODUCT REVISED as Dom yyingg with the Florida 31 Building Codo + r NOA-No. 17-1114.05 R Fxpiret on Date 77/O612023BY NOTE: MIN ) ad o Product t o 4 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) on 7 - AND FLORIDA BUILDING COMMISSION 0 0 8 DECLARATORY STATEMENT DCA05-DEC-219 ��`` JpD AH 77ji7 d Y \� I �' J�N�''•. A i � I N 5EP 2 9 2017 = No 7 OF dmwinge no. °�' �` W03-75 .......C9,. DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 ' WINDOW DAMS. A SAD. ANCHOR SPACING ADDL. ANCHOR STD. MTG. RAIL (PRAYH SILL •1, 2, S At 4) SEE DETAILS BELOW FOR EAR(+) LOW LIMITAnONS H.D. )M. RAHyk (SILL •3 & 4) H.D. I=. RL11- (SILL •S & 4) GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'At' GLASS TYPE 'Hl' GIA33 TYPE 'C' CLL99 TYPE 'D' GLASS TYPE 'At' GLASS TYPE '8l' GLASS TYPE 'D' CIA69 TYPE'S' GLASS TYPE '11' GLASS TYPE '111' GLASS TYPE V GLASS TYPH 'S' WIDTH Hf]CHT E7(L(+) FXL(+) INL(-) EM.(+) BR.(-) D CL(+) INL(-) EXT-(+) WT.(-) 74' 9 70.0 MO 70.0 90.0 70.0 80.0 80.0 90.0 - 106-1/4' (3) 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - 111' 12 - - - - - - 83.0 20.0 - - 74' 9 70.0 80.0 70.0 90.0 70A 80.0 80.0 90.0 - - 106-1/4' �(3; 12 70.0 80.0 70.0 9D.0 70.0 80-0 BOA 90.0 - - 111' 12 - _ - _ _ _ 80.0 90.0 - - 74' 2 70.0 80.0 70.0 9MO 70.0 50.0 $0.0 90.0 - - 106-1/4' 50-4/8. 12 704 90.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 111' () 12 - - - - - 80.0 90.0 - - 74' 9 45.4 51.9 70.0 90.0 70.0 80.0 80.0 90.0 - - 106-1/4' 12 - - - - - - 77.1 77.1 80.0 90.0 111' (5) (5) 12 - - - - 75.3 75.3 8" SM 72' 9 70.0 80.0 70.0 20.0 70.0 90.0 80.0 90.0 - - 84' 24' 9 70.0 BO.D 70.0 90.0 70.0 BOA SOLO 90.0 - - 96' (2) 9 70.0 80.0 70.0 90.0 70.0 80.0 BOLO 90.0 - 108' 12 70.0 80.0 70.0 90.0 70.0 80.0 SOLO 90.0 - 72' 9 704 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 84' 36' 9 70D 80.0 70.0 90.0 70.0 80.0 MO 90.0 - - 96' (3) 9 70.0 80.0 70.0 90.0 7D.0 80.0 80.0 90.0 - - 108' 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72' 9 MO 00.0 70.0 BOA 70.0 80.0 80.0 90.0 - - 04' 48' 9 70.0 80.0 70.0 90.0 70.0 80.0 SOLO 90.0 - - 96' (4) 9 70.0 80.0 70.0 20.0 70.0 80.0 80.0 90.0 - 108' 12 70D 50.0 70.0 90.0 70.0 80.0 80.0 90.0 - 72' 9 542 61.9 70.0 90.0 70.0 1 80.0 BOLO 0.0 - B4' 60' 9 47.6 54.4 MO 90.0 70.0 80.0 8010 0.0 ]M2 - - 98' (5) 9 - 70.0 83.9 70.0 80.0 SOLO 8D.0 90.0 108' 12 - - 70.0 78.7 70.0 78.7 BOO 827 80.0 90.0 A : NO. OF ANCHORS PER HEAD & SILL ( ) s NO. OF ANCHORS PER JAMB STD. SILL WDHOUT RISER LIMIT EXT.(+) LOADS TO 53.3 PSF SEE DETAILS BELOW FOR EXT(+) LOAD LIMRATIONS DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 STD. ANCHOR SPACING WINDOW DDL4. A STD. M9'G. HALL (FRLME SILL •1, 2, B & 4) SEE MAILS BMDW FOR EAR(+) LOAD UMrtAnONS HM. mm. EALL (SILL •3 & 4)'K GLASS TYPE 'A' GLASS 1'YPS 'H' GLASS TYPE 'Al' GLASS TYPE 'BI' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'A1' GI,A.48 TYPE 1111' GLASS TYPE 'D' CLASS lYPS 'E' N1E71H Hf]GHT EXT.(+) I ANT.(-) EM.(+) -.(-) EJR.(+) M.(-) EXT.(+) Mr-(-) 74' 26' 8 70.0 50.0 70.0 90.0 70.0 SOLO 80.0 90.0 106-1/4' (3) 11 704 80.0 70.0 90.0 70.0 80.0 80.0 90.0 111' 12 - - - - - - 80.0 90.0 74' 38-3/8' 8 70.0 SOLO 70.0 90.0 70.0 80.0 SOLO 90.0 106-1/4- (3) 11 - - 70.0 90.0 70.0 80.0 $0.0 90.0 II 12 - - - - - - BOA 90.0 747 55' 8 8 - - - 70.0 90.0 70.0 80.0 80.0 MO 74' (3' 8 - _ _ _ _ _ $0.0 Bob 72' 8 70.0 80.0 70.0 90.0 70.0 00.0 80.0 90.0 84' 24' a 70.0 80.0 70.0 90.0 70.0 $0.0 $0.0 90.0 96' (2) 9 70.0 130.0 70.0 90.0 70.0 80.0 80.0 90.0 lw 11 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72' B 70.0 MO 70.0 90.0 70.0 80.0 80.0 90.0 84' 36' a 70,0 00.0 70.0 90.0 70.0 SOLO 80.0 90.0 96' (3) 9 70.0 50.0 70.0 90.0 70.0 a0.0 BOA 90.0 We 11 - - 70.0 90.0 70.0 80.0 80.0 90.0 72' 8 70.0 MO 70.0 90.0 70.0 80.1 BOA 90.0 84' �4) 70.0 90.0 70.0 80.0 80.0 00.0 96. 9 - - - - - - 60A 90.0 72' BO' (5) e - 70.0 90.0 70.0 80.0 80.0 90.0 A - NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB `��a^��-j' (1/4W) (1/2W) (1/4W) 6 1�-�J 4 JX70 6 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH STD8TD- MM. BADC9AnC SM, MM. RAnA S-20M S-2050 �04`V z� ba �Lc I N6666 LOG Qp`� � G6GBSSoj!!I l(l(�YY�1 a O�FW �D< 0 ti W N TgIL S to » s o .SZapea�a_ � Q 10 W f 0 s z NOTE: OPERATING VENTS TO BE 1/3 OF THE WMOOW WIDTH GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 5IN70PRODUCT REVISED p t wKh tha Flees. `\\1\llll Ili,, swim o • NOA-N 77-7774.03 J �Y^" /(/ �7 " •i n n Etpirati Data 11/ 023 �` gyp;: '� g N N Niam atle t ` '- 9 FE- ALTOME v` u m w • 4A.1 OF LA ' - dmwitlg n0. 5 ••.!'COR1D!'. �� STD. SILL WITH RISER HI -RISE SILL WITHOUT RISER HI -RISE SILL WITH RISER 'ss/�AL �t, W03-75 LIMIT EXT.(+) LOADS TO 70.0 PSF LIMIT EXT.(+) LOADS TO 66.7 PSF LIMIT EXT.(+) LOADS TO 80.0 PSF 1r. n. trr0. u•nc 7LD. t/TO. RAIIS 7j7E 11111111\\is118e7 $ of 9 0/3W) (i/3W) (1/3W) 4- $ _z r TYPICAL ANCHORS SEE ELEV. FOR SPACING �o1 SPACING 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' (F.-in KSI, Fy=iss KS� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU I Y 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 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 014 SMS OR SELF DRILLING SCREWS (GRADE 2 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-TS MIN.) STEEL-• 1/8' THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WMI ALUMINUM TD BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE a 3/4' MIN. WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS V. - 3OD0 PSI MIN. C-90 HOLLDW/FILLED BLOCK AT JAMBS I m - 2000 PSI MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SILICONE. WEEPHOLES: W1 = 1-13/16' X 1/4' WEEPHOLES AT 3' FROM EACH END WITH PLASTIC BAFFLE W2 - 1/4' WEEPHOLE AT TOP & BOTTOM RAIL 1' FROM EACH END SERIES-2000 SERIES-2050 \ H PRODUCT REVISED as complying with the Florida 111iliiTl `�\L 1, Building Code NOA�Jo. 1 T-1114.05 �� �PQ.!v'� . i� . Enpirati n Data 1110612023 By �••._� 1NDDD BUCK SrD .� 0 (] _ TB DF =:�{/; M�V 0M BgRri i� gdooa ag��3 LLZW_� LOSE Q 6229 :g ? mewing no. W03-75 1TI3Y PART U TYPICAL ANCHORS ' SEE ELEVS. FOR SPACING I Fr==_____�_ _ Z a e IMWAI-DADE COUNTY APPROVED I . h MULLION ANCHORS A ism SEPARATE NOA b a fISEE EDGE fX ii I x EDGE DIST. U q I Syr O 7 a� 2 a �� ° ALT. gigss t TYPICALELEV. Q0; �µ�o - 1 2 FOR SPACING QW2s� 3 v> W Q L/I�� h 3a,^� a o Z3 �m 3 Z! ^ 1 O N W M O pp C yy C pp 4n $ n GI ojak�� e j Cee•io� B O PRODUCT REVISED dry 7 ao —PNLng with the Florida ALT. s Building Code NO"o. 17-1114.05 11 IIIlYIYrr'' •� Expiration Dato 11106/2023 `l```1U fir'-` • ��� i . �` )P• V,CEM n v ' EDGE DIST. hila -Dade Prod a � TYPICAL ANCHORS SEE ELEV. FOR SPACING c� IE OF /�� drOwingv no. sheet 5 of 9 VrYFIUn11Nt i QUANTITY D/SCBIPITON 1LLTRR1IL NANF./BOPPL$R/RYYAR[6 1 E51003 1 FRAME HEAD 6063-TB - 2 E52001 1 STD. FRAME SILL 8063-T6 - 2A E52012 1 HI -Rim FRAME SILL 6063-TB - 3 E52003 1 FRAME JAMB 8063-TB - 5 R7005 1/ VENT FIXED RAIL (S-TD00) 8083-Tfi - 5.1 E51051 1/ VENT FIXED RAIL (S-2050) 6083-TB - 8 E51004 1/ VENT STD. VENT MEETING RAIL (5-2000) B083-TB - BA f52004 1/ VENT H.D. VENT MEETING RAIL (5-2000) 8063-TB - - 8.1 E51052 1/ VENT STD. Vt7Jf MEETING RAIL (5-2050) HOBS-T8 - BA.1 E51053 1/ VENT H.D. VENT MEETING RAIL (5-2050) 6063-T6 - BB ES-2004A 1/ VENT M.D. VENT MEETING IiNL (5-2050) 8083-TB ALTERNATE TO BA 68.1 ES-1053A 1/ VENT H.D. VENT MEETING RAIL (5-2050) 6063-T6 ALTERNATE TO BA7 7 ES1007 2/ VENT TOP AND BOTTOM RAIL 8063-TS - B F51008 1/ VENT JAMB STILE 6D67-TS 9 ES7008 AS RE00. GLAZING BEAD 8063-TS - 9A ES1103 AS READ. SQUARE GLAZING BEAD (6/18" GLASS) 8083-TS 98 ES1017 AS READ. SQUARE GLAZING BEAD (7/16' GLASS) 6063-TS 8063-T5 10 E52002 1 SBL TRACK INSERT 11 E5201t AS READ. 51D. SILL RISER 6063-T5 - 12 E51009 2/ VENT SPRING LOADED VENT LATCH 6063-T6 AT B' FROM ENDS 1?A SL203 2/ VENT SWEEP LATCH ZAMAK AT t f' FROM ENDS. BY INTERLOCK 12B #6 X 1' 2/ LATCH LATCH INSTALLATION SCREWS GRADE 2 CRS FM SMS 13 E510t2 1/ LATCH VENT LATCIi SPRING ST. STEEL 74 C1 B251N AS REOD. FOAM FILLED FABRIC W'SfRIPPING - SCHLEGEL 15 �8 % 1' AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 16 QB X 3' 2/ VENT FIX. RAIL SILL SCREWS (SM. SILL ENO) CRS P.H. SMS IBA jf10 % 4' 2/ VENT FIX. RAIL SLLl SCREWS (HI -RISE SILL END) CRS P.H. SMS 17 W23211 NG AS READ. VENT h FIX- RAIL a"SIPoPPINC ULTRAFAB 18 W23291NG AS READ. FRAME JAMB W'SiRIPPINC - ULTRAFAB 19 WPML-100 2 B4FFL� AT y FROM EACH END M h M PLASTICS 20 f6 X 1/2" 2/ BAFFLE B4TLE SCREW - F.H. SMS 21 ES1010 AS READ. GLAZING WEDGE SOFT PVC WROMEIER 70 SHORE 'A' 2t.1 FS4013 AS READ. GLAZING WEDGE SOFT PVC DUROMETEIi 70 SHORE 'A' 2fA 27-425 AS REOD. (RAZING GASKET EPDM DUROMETER 60 SHORE •A' 22 FS2007 4/ VENT ROLLER HOUSING &GUIDE PLASTIC ?3 E52008 2/ VENT ROLLER fiWl55/ST. ST. - 24 (32005 2/ VENT ROLLER PIN ST. STEEL - 25 - 1/ WEEP OPEN CELL FOAM PAD - - 1" X 3/4' X 1' LONG 26 - 1/ VENT 5/18' BOX SCREEN - OPTIONAL 27 ESt505 - FLUSH FRAME ADAPTER 6063-TS OPTIONAL 26 27-372 2/ LITE SETTING BLOCK 7/16• X 3 16' X 3-1/2• LONG EPDM WROMETER 7535 SHORE A • 1/4' MA). VENT WIDTH n n SHIM © 12 D.LO. O HEAVY DUN 13 STD. 14 MA7L SHIMS 0 °�° 1` h Z! Q 3 16 6 wooD Buac I��j—�-- ���++ 1 � Q METAL STRUCTURE o ._ _. ._. .. •� _ 17 - - Q O - - • {hq V 8 9 - - - i . . TYPICAL ANCHORS 5 Q d Q ---SCREEN OPT. --- SEE ELEV. o FOR SPACING Q ViW EXTERIOR WINDOW WIDTH 17 O TYPICAL ANCHORS XO LAYOUT OX OPPOSITE . J o SEE El". FOR SPACING o ... 5 R © 1/4- SMM 12 VENT WIDTH VENT WIDTH 1/4• MAK, j W MAY- O J 13 3 SHIMS 1BY a CnN� n WOOD I6 6 WOOD BUCK 3 n W 5 17 _ -.-. - TYPICAL ANCHORS SEE ELEV. 41 S O 8 -----SCREEN OPT - �__ SCREEN OFT.----� O FOR SPACING 5 EXTERIOR LA p4 R WINDOW WIDTH i R2 XOX LAYOUT u �' ^ 1/4' MAX.. - TYPICAL ANCHORS MIAMI-DADE COUNTY SEE ELEV. FOR SPACING ALT. SLIMS APPROVED MULLION SEE SEPARATE NOA SERIES-2000 o s H . ', �T-- VENTS WITH SPRING LOADED LATCHES W F S S e o LL . I i ilzoiig� PRODUCT REVISED as —plyinwith the Florida Code \11111I11I Il�Ilding � NOA-No. 17-7114.05 ; ��: �' . • Expiration Date 1110612023 j a 52 tl TYPICAL ANCHORS I E'i 1 1 3 I IMiami I I 1 I B ace roa ac onl 70592 - i SEE ELEV. FOR SPACING L -� U - Stry n --n..� ' ATE OF '!( drawing no. WINDOW WIDTH WINDOW WIDTH ,••••••• oatD� AQS,. 0 W03-75 "till 11 1 —%%, shcet 6 of 9 u n VENT WIDTH Op �V. 1/+v MAX. SHIM © D.L.O. O y,,1 HEAVY DUTY n 'L b 1/4- MAX STD. SLAMS Q Z 3 18 sy If WOOD BUCK - 1eF7 d o� OON`4 J STRUCTUREMETALT' - 77 - tgylCC t1 OpgC 17 > B = TYPICAL ANCHORS D IL p 6 "---__OFT. R FOR SPACING 66.1 C .6 H 4 D.L.O. 8 ^ Z'as Q w f EXTERIOR 2 WINDOW WDTH _ XO LAYOUT 17 J TYPICAL ANCHORS SEE ELEV. FOR SPACING OX OPPOSITE ._._. _ n a' OVENT WIDTH 1/4' SHIM s JUJ r VENT WIDTH 1/4' MAX. g J MAY 3 O SHIMS I sy 16 wow BUCK — M Z3�� \ 245 %RE 17 B g --- _. +. TYPICAL ANCHORS SEE ELEV. o ---SCREEN oPr ----� ---- SCREEN 0 ---� FOR SPACING ' PRODUCT REVISED EXTERIOR - e as complying with the Florida BuOding Cods F WINDOW WIDTH PIOtL-Na 17-1114.05 2 o XOX LAYOUT - Expiration Date 11106/2023 U 0 _W ¢ B V i TPICAL ANCHORS Mlam a e uci o MWAI-DARE COUNTY SEE ELEV. FOR SPACING n � El" T'EN"C SERIES-2050 `m o'� g � ^ H )___ T-- T I VENTS WITH SWEEP LATCHES S `� '" o S W H '�_ � II � II 705g2.•. .. n _� Brewing no. CF .'.� WINDOW WIDTH WINDOW WIDTH 2188 2 330 1 - ' �1242 1.344 ]14- .813 .7q.f .803 •� j--II --11�.147 2.063 .082 -9� 1.130 2.063 .062 '9� 1.130 1 [-329 .803 � tY a Q I y ZZ °> < .062 Oq GLAZING BEAD m ; w I 930� O VENT TOP/BOTTOM RAIL 12 0 1.250 A37 a Q'+OO U 1.421 .at3 O1 A30 F�1.400 FRAME HEAD 1.122 .760 7.230 STD. MEETING RAIL © SERIES-2000 STD. MEETING RAIL © SERIES-2050 0 SQUARE GLAZING STOP .80�- e O t w (���N Oc:.0.062A62,203�.1.8 a 3 zall W D r ¢- WiB 92083 .930 1.630 2.065 .9� = + 1.830 L- bl-__Jd 813 .489 12 VENT LATCH C f 2.t90 062 .770 (t1��� �soo j2 LG¢{1 183 .062 1�• 2.375 2996 1.260.813 O JAMB �� 1250 H.D. MEETING RAIL ® SERIES-2oo0 1250 H.D. MEETING RAIL SERIES-z0so SQUARE GLAZING STOP 2130 soo I F---2330 O2 STD. FRAME SILL _2 2392 2555 1.678 282 Bea �� 2268 FLUSH FRAME ADAPTER -2063 .930 •082 1.630 1.250 H.D. MEETING RAIL 2.063� I� .930 .062 1.630 lsso H.D. MEETING RAIL J J = 0 ul O R 3z�n , bi W W W C rn n n "t o :m R M A921 1.118 b13 7YP• C I'^•969-I _71B � ti FRAME JAMB O SERIES-2000 SERIES 2050 � 2113 2.181 .076 078 3.437 2916 066 1.675 12t2 992 .994 12t2 yyz PRODUCT REVISED co 9 i fl No Lr 2.500 2 as oompl ing with the FloridaL Building Coda NOA-No. 17-1114.OS e °f c e 0 o m $ N S S n` 8 c 233o •sw 046 A62 1.250 .0 1.z50 Expire n Date 11MS2023 By O HI -RISE FRAME SILL tt SILL RISER FIXED RAIL O SERIES-2000 FIXED RAIL ® SERES-2050� Miarn ads p et o o c W x _ .188 L r .062 .250 .312 32B I- 224 dratring no. W03-75 1.096 to SILL TRACK F---+250 .115 21 21.1 GLAZING WEDGE OF .-,� �•LJ 1� CCU �� / .W �. .c�RoRro�c-��rel�` sheet 8 of 9 SCALE1;1 ///IInIUNt �u N 15 0 U 2 ri. oaf papa 0� z call Li 0 FRAME TOP CORNER n U n N U � VENT TOP/BOTTOM CORNERS Up 'ro n m z3-8 N to / W p) N 1 � 1 PRODUCT REVISED as =Plylwg with the Fhxlda Building C e non -no. 17-1114.05 EapGanon Date 1110&2023 .2 S Br a oo �ry Mla ade � FRAFAE BOTTOM CORN ER Prot� �`�•� ...... n A O 0692 16 S OF drawing no. FIXED MTG. RAIL CDRNER '�� '"ORIC�`�� W03-75 N MIAW ADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows, LLC 3550 NW 49' Street Miami, FL 33142 MR ApPRGVID MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 T a , a4 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EL400" Aluminum Sliding Glass Door - L.M.I. APPROVAL DOCUMENT: Drawing No. W16-73, titled "ES-EL400 Alum. Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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, Baranquilla, Columbia, S.A., series, and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. 10 C DADECOU� NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 Page l ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-73, titled "ES-EL400 Alum.Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC, and TAS 202-94 6) Large Missile Impact Test per FBC, TAS 201-94 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 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014) and FBC-6th Edition (2017), dated 06/20/17 and revised on 07/13/17, 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) MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glass® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Co. (MA) for their "Saflex CP — Saflex and Saflex BY Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 11/11/18. Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor 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 FBC-51 Edition (2014) and FBC-61 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 AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 3. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. 4. Laboratory compliance statement for Test Report No. BT-ESW-17-009, issued by Blackwater Testing, Inc., dated 06/15/17, signed and sealed by Dennis Duffy, CEO. 5. Proposal No.16-1478 issued by the Product Control Section, dated 11/17/16, signed by Ishaq Chanda, P.E. orge 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 OPENING WIDTH: PANEL WIDTH - 5.688" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 5,813" PANEL HEIGHT DOOR FRAME HEIGHT - 1.250' THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES ES-EL400 ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (67H 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 MANWS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BUILDING CODE & 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. POCKET JAMB ANCHORS INSTRUCTIONS: USE CHARTS AS FOLLOWS HFAO TYP. ANCHORSHEAD 6' MAX. HEAD �DL- CORNt7� PAIR AT INTERLOCKENDS CASTER OF 4 OR 6 SEE SHEET 6 FOR QUANTITY & CAPACITY 2 TRACK FRAME HEAD 2 TRACK FRAME JAMB n 2 TRACK FRAME SILL 6 SILL ANCHORS CORNERS LL 15" MAX. 6' 'T INTERLOCK ENDS CLUSTER OF 4 SILL IYP. .r''i.li. I ' Lot, W1019JAIM111112ky/.111110 $TEp 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON W1 VELOCITY. BLDG. HEIGHT, WIND ZONE OD PRODUCT APPROVED USNG APPLICABLE AWE 7 STANDARD. - iT with the Florida STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 5 Building ode FOR THE REINFORCING OPTION USED. NOA-No. 16-0617.02 USING CHARTS ON SHEET 6 SELECT ANCHOR OPTION ' � Approval Data 07/20/2017 WITH OES3GN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. By Mlem a��uc on ro STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. (14.Vqq z h A Q � "3' 0 lap odoo ego a J" W �j LL Epp. Egg v QWOmIi i 562 �_ n e � � OF • !(A- drawing no. W16-73 POCKET JAMB ANCHORS 15' MAX 6 HEAD ANCHORS HEAD TYP' AT INTERLOCK/ASTRAGAL ENDS ' 3 CLUSTER OF 4 OR 6 n z ADOL SEE SHEET 6 - PAIR FOR OUANTT Y 41 CAPACITY 2 TRACK FRAME HEAD 6' 189' DOOR FRAME WIDTH I q II I u- I, n I, e IIII,, =TT1====1�- I F r u •/, , :/. ./. /. od ii i - �-- o� o u g u y 11 I, II n I� II I, 6 FALSE MUNNN OPTIONAL 42 1/2" 42 1/2" D.L OPC. D.L OPG. 48 3/T 6' 48 3/16" PANEL WIDTH PANEL WIDTH 6" SILL ANCHORS Li SILL n AT INTERLOCK/ASTRAGAL ENDS CORNERS 15 MAX. 6" CLUSTER OF 4 S!LL TYP. TYPICAL ELEVATION ox-xo 2w TRACK FRAME JAMB 2 TRACK FRAME SILL PRODUCT APPROVED aSs,cog Code mptying with the Florida NOA-No. 16-0617.02 Approval Date 07/2012017 BY _ Wllarn • duc I m S ^p O war 8 q"-,A _ A9yl g 00, l Cog LL�O"p� Q wma N i Q m rn ) o K y lnN Y � 3 0 g 311 I L6In R m W 10 f 1I` y 4a� J�- i n • OF ;�4y, drowingo no. W 15• MAX. 6• HEAD ANCHORS AT INTERLOCK/ASTRAGAL ENDS HEAD. CLUSTER OF 4 OR 6 3• ADDL SEE OR SHEET 6 FQUANTITY h CAPACITY a 3 Z n �` 6' MAX. HEAD N PAIR 0 °+ F W CORNERS y ` ' 3 TRACK a Q g o I I I 7 1 _ I �_� FRAME HEAD �_ _ - �__.• 6• yNII 279 9/16- DOOR FRAME WIDTH A C VV°oz�o �aco� Q =� J a� Qf m K7Fn� Z. <�ir -C-V �/• �z %� f M2 v I n lz m¢ d mw c m J 2 3/6• Q�Q a MIN. N 0 J W a � U ?cy 0 � Z3�m H D 6 V viI POCKET JAMS FALSE MUNTN i3 uj M ANCHORS OPTIONAL 42 1/2" 3 TRACK JAMS 42 1/2'RAME D.L.DOPG. D.L. OPC, 48 3/16' 4S 3/16' PANEL WIDTH PANEL WIDTH >� 3 TRACK ° fli FRAME SILL -�� 6-MAx. z g SILL ANCHORS ° 0n CORNERS y 15' MAX. SILL 6' TYP. AT INTERLOCK/ASTRAGAL CLUSTER ENDS OF 4 _ 0 0. TYPICAL ELEVATION oxx—xxo PRODUCT APPROVED es compMng with the Florida :u.lA-No. 16-0617.02 Approval Date 07/20/2017 = — i_ TE Of drawing no. n n n n IiI II I` F �� F II II o II II II II II 11 II II II 11 II II u n u n 11 I� CORNERS z w o U 15 MAX. 6" HEAD ANCHORS HEAD TYP. AT INTERLOCK/ASTRAGAL ENDS 3- CLUSTER OF 4 OR 6 io ADOL SEE SHEET 6 FOR QUANTITY h CAPACITY . n L J OC II I. =it===e6a II II 11 II u_ Jim-F i% F i F F i% F ===11- II II � f a II II 11 II n n u u � II II '-_--R- ITI I I� POCKET JAMBI v v ANCWRS 42 1 /2- 42 1/2' D.L. OPG. D.L OPG. 48 3/16" 48 3/16" PANEL WIDTH PANEL WIDTH TYPICAL ELEVATION oxxx-xxxo r!p, 1 " 4017 PRODUCT APPROVED as camplyyilngg with the Florltla Building C; NOA No. 16-0677.02 Approval Date 07/2012017 ey �� MlarltF-7product Gontrol m 4m, a m; zto e q a 4 TRACK FRAME HEAD wN WC B�uCwia M �23 n � aaaf� 2 15/1V � a g n I n MIN. R g c� �w K c Of j J Q Y tl 3z�n 4 TRACK FRAME JAMB 10 4 TRACK FRAME SILL 0 ?� drawing no. 3`_. W16-73 DESIGN LOAD CAPACITY - PSF AVERAGE PMEL VMH INOM DOOR FII WGHr npEs I4TER1.00K k TI.L9 ASTRAGAL SSTRAGAL 1TITIEOUT RRINF, INTERLOCK STILES Ak al•IIT F&M. EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 47-1/4 48 54 60 82 60.0 50.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 $0.0 80.0 60.0 60.0 80.0 80.0 59.1 59.1 78.8 78.8 52.5 52.5 70.0 70.D - - 47.3 47.3 30 36 42 47-1/4 48 54 80 84 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.D 00.0 80.0 80.0 60.0 60.0 80.0 BOLO 59.1 59.1 78.6 78-8 52.5 52S 70.0 70.0 - - 47.3 47.3 30 36 42 47-1/4 48 54 90 60.0 60.0 BOX 80.0 60.0 W.0 80.0 BOLO 50.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 59.1 59.1 7B.8 78.E - - 52.5 52.5 30 36 42 96 60.0 60.0 80.0 BOLO 60.0 60.0 80.0 80.0 60.0 60.0 80.0 BOLO 60.0 60.0 80.0 BOLO -59.1 59.1 L 102 - - 60.0 60.0 - 60.0 60.0 - - 60.0 60.0 - - 60.0 50.0 - - 59.1 59.1 30 36 42 47-1/4 106 - - 60.0 60.0 - - 60.0 60.0 - _ 60,0 60.0 - 60.0 60.0 nr n o nl �S ASTRAGAL W/o R6OYF. W/o REW AVERAGE PANEL WIDTH = DOOR FRAME WIDTH NUMBER OF PANELS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS REQUIRED. 3/16" TEMP. GLASS 1� 3/8" AIR SPACE 3/16' HEAT STREN'D. GLASS 3/16' HEAT MEN-D. GLASS 3 O y (• j q I 090' interioyer 090' InteHayer 2 t" Trosifol PVB Trosifol PVB Americo, Inc.' ` 890' By Kuroroy Americo, Inc.' By OR Kunoray $ n $ a Interloyer SentryOhs 090' Interlayer Sentryooe I"Yy1 r� O C LL By Kumroy Americo, Inc.' By Kuroroy Americo, Inc.' O r ?N of 090' Intericyer Sotlex Color Ma Color Gloss OR 090" Interlayer Saflex Clear And Color Gloss V O Z M CY g M By Eastman Chemical Co.' By 'Eaatman Chemical Co.' OR 6 8 O p aadpp 075" Interloyer Soflex CP With PET Core 075" Interloyer Sa6ex CP With PET Core 'Eastman N p n Q N 4 G By 'Eoaiman Chemical Co.' By Chemical Co.' 3 {L ZOC� 3/1V HEAT STREWD. CLASS 3/16- HEAT STREN'D. GLASS a W of v�j N7 I v1 M2 ] oc m rpr ti4 55 y R z J W S of 0 GLASS TYPE 'A' GLASS TYPE 'AL' Z 3 J :o 8 7/16. OVERALL LAM. GLASS 1" OVERALL INSUL LAM. GLASSNOTE 3 Z n NOTE: FOR SENTRYGLAS INTERLAYER ifl LEl ' FOR SENTRYGLAS INTERLAYER LIMIT MAX. D.L.O. AREA TO 25.7 SO. FT. AND SALEX CP INTERLAYER LIMIT MAX. D.L.O. AREA TO 25.7 SQ. FT. .i AZIN� G OPTIONS 3/8" AIR SPACE CONSISTING OF: $ SPACER: o g 'HELIMA' LOW PROFILE ALUMINUM SPACER 'UNGERMANN ` BY GMBH' AROUND THE PERIMETER OF THE GLASS. NOTE: GLASS CAPACITIES ON THIS SHEET ARE P RIMET R S , ANT- SILICONE DEW CORNING 791 . BASED ON ASTM.E1300-09 (3 SEC. GUSTS) GE 2000 !� NE AND FLORIDA BUILDING COMMISSION _ o o DECLARATORY STATEMENT DCA05-DEC-219 j1t I111fI/r 7jA7 P � i i PRODUCT APPROVED � •'• amsBu11mnB c nx with the Florida .70592 SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF SIZE AND REINFORCING TYPES. NOA-No. 16-0617.02 DESIRED GLASS Approval Date 07/20/2017 SEE CHART ON SHEET 6 FOR HEAD ANCHOR CAPACITY. ®.(�•., OF ' �y �i drawing no. LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. (� OR11>•'.� Mlam a Product on ro i7j '' �;w� ��G`� W16-73 HEAD ANCHOR LOAD CAPACITY - PEP �y1U 3 OZ �48e 1 N go 4 U O "II L' y CL O:OC O1o� V Opi� Q �ii /7o Odgo 81 O n ppI H SJ O U = J o N d 0 Mj I m 3z`� 3: d 00 Li W) 8 05 za U m� ry SEE CHART ON SHEET 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. o m SEE CHART ABOVE FOR HEAD ANCHOR CAPACITY. LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART o ` OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. ``4`1T11111/1tr7j i41.... .. , F'' .. m o PRODUCT APPROVED as compl�ing with the Florida 70592 Building Code NOA-to. 16-0617.02 � _ b Approval Data 07/20/2017 ' AlE OF drawing no. •"••••• W16-73 Mie s ro uc n tSs �� '�77ji�N1A�1������ sheet 6 of23 ANCHOR 77PA3 'A' k '8' ANCHOR TYPE 'C' 1/4' HAY. 5800 3/8' MAX. SHOO 1/E" MAX. SHIN 9/8" MAX SHOT A�ERAff DOOR FRAME 4 IACEOtB AS M. 8}0E ENDS 4 ANS804S AT 1RG. 9TDE BN09 6 AN®WIS A7 M. BSDE W®S 4 1NCHOA4 A7 Y1'B. BSDE ]00B 6 WQI81Ci AT YSC. 9N8 @IDS f As180R5 AS IfIC. 850E 910t 8 IRC@f1F8 ►S 1119. SLOE 0013 PANEL YAD1H N(aE9 HFYiiI IIN6 EXT. (+) �. _ EXT. (+) N7. - EXT. (+) INT. - EXT. (+) M. - EXT. (+) WT. - EXT. (+) M. - EXT. (+) M. - 30 80.0 80.0 B0.0 80.0 80.0 B0.0 80.0 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42 80.0 80.0 80.0 78.3 80.0 80.0 80.0 47-1/4 82 B0.0 80.0 60.0 89.6 80.0 80.0 80.0 46 eo.o Bo.o Bo.o 6B.s ao.o eo.o eo.o 54 80.0 78.3 80.0 80.9 80.0 727 80.0 60 80.0 70.5 80.0 54.8 73.1 65.4 80.0 3a fio.o eo.o m.o Bo.o 60.o Bo.o BD.o 36 eo.o eo.o eo.o eo.o e0.o BO.o 6a.o 42 BO.O 80.0 80.0 76.5 80.0 80.0 80.0 47-1/4 84 80.0 80.0 80.0 66.0 80.0 80.0 80.0 q8 60.0 80.0 80.0 80.9 80.0 79.8 80.0 54 80.0 76.5 80.0 59.5 79.3 71.0 80.0 60 80.0 - 68.8 80.0 53.5 71.4 63,9 80.0 3p 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 42 80A 80.0 80.0 71.4 80.0 80.0 80.0 47-1/4 90 B0.0 80.0 80.0 63.4 80.0 75.7 80.0 98 80.0 80.0 80.0 62.4 80.0 74.5 80.0 54 80A 71.4 80.0 55.5 74.0 68.2 80.0 3o eo.o 60.0 60.o eo.o Bo.o Bo.o 60.0 38 B0.0 80.0 80.0 78.1 80.0 80.0 80.0 42 96 80.0 80.0 80.0 68.9 80.0 79.8 80.0 47-1/4 80.0 78.5 80.0 59.5 79.3 71.0 80.0 48 60.0 60.0 60.0 58.5 60.0 60.0 80.0 30 80.0 60.0 - 60.0 60.0 80.0 60.0 fi0.0 36 60.0 60.0 80.0 60.0 60.0 80.0 60A 42 102 60.0 fi0.0 60.0 60.0 60.0 60.0 60.0 47-1/4 60.0 60.0 60.0 56.0 60.0 80.0 60.0 48 60.0 60.0 80.0 55.1 60.0 60.0 60.0 30 60.0 60.0 60.0 60.0 60.0 60.0 80.0 36 60.0 60.0 60.0 60.0 80.0 80.0 80.0 42 108 60.0 60.0 60.0 59.5 60.0 80.0 80.0 47-1/a 60.0 80.0 80.0 52.8 60.0 60.0 60.0 DOOR FRAME W. E j j G F � OX (SHOWN) XO [ -!oil! 777 � I, XX (SHOWN) DooR FRAME WIDTH- _� OX—O (SHOWN) O—XO DOOR FRAME WIDTH OX—XX (SHOWN) XX—XO OX—XO XX—XX APPROVED CONFIGURATIONS NON —POCKETED ❑OORS TWO (2) TRACKS NOTE 1. CONRCURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. PRODUCT APPROVED as comp lvina with the Florida Building C&F. NOA-No. 16-0617.02 APPM-1 Data 07/20/2017 By Miam a�u_ JU4 tti `P�►D qyu �•�� -AO 11 A7E eF lti �w Z O g O O g rot 0 u MM 0 Q g" o C�p4 g m�� O Q m�ri6 j z Q Lzi�f 1 �`u ,17' i ulg drawing no. W16-73, I I �g 14� I U 18� PXX—XX (SHOWN) XX—XXP DOOR FRAME WIDTH I I 4- a -0 sa I I U 1 pLL 1 O PXX—XO (SHOWN) OX—XXP DOOR FRAME WIDTH 1 I I s Q_ 4 I to I 8LL I O PXX-XX (SHOWN) XX—XXP PXX—XXP ,APPROVED GONFIGUROTIONc POGK�ED DOORSDOORS TWO2)TRACKS I I 1 a zo R 0. a I Z I Y� I So PXX (SHOWN) XXP DOOR FRAME N90TH a r ■■III.-� — '�_I—"�� �-1--'sl I��/ 1 lam Illllll�a f � I,:�-11a--la-,'y tea::. l� q 0. q aCL {-ILi Zn C co` o,t n n NOTE: O 0 o 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. `- 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. (� J 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. 3 J N rw.- -ia 4--I! — _ ml-�_� !- EXTERIOR PRODUCT APPROVED as car" ing with the Florida Building CCodde NOA-No. 16.0617.02 Approval Date 07/2012017 BY �� mlamtLcr Product contiov J� �Fn w C, 2 w W M : ...!4I0 gyp`. ..•..•• J 1 e.2 TE OF F drawing no. 0 I�iDa.Ilr=s.l I,cJ oxx (SHOWN) xxo .... l lt� XXX (SHOWN) a I;iiJ F DOOR FRAME WIOTH OXX-XXX (SHOWN) XXX-XXO OXX-XXo XXX-XXX NOTE: 1. COWCURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS 3 Z a REQUIREMENTS SEE SHEET 5. Q 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. F i a Q w �Ot v2-j oR OL0o 0-6 1 Sa$4 J aWmfk' U U J Z J W cl h d n :2 0 c" M 3Z� w NC) ii WM3 PRODUCT APPROVED �P V6FN8F d o as cc lyin with the Florida NBuilding DA-No. 16-0617.02 Approval Date 07120/2017 ___,_� J- ATE OF �drawing ` no. Mlam.- a ro uc on ro i� S . . �01" " `I W1 6-73 5 0 DOOR FRAME WIDTH I I K I I I Y� I o PXXX (SHOWN) XXXP DOOR FRAME 'WIDTH I K F F i F WI F E a o- A- o- •o -� o- 1 PXXX—XXO (SHOWN) OXX—XXXP rs la 1 It I° it 1( o 1 L DOOR FRAME WIDTH 1 I K F � F % �/• F � F � H I z� I j P Rl0 PXXX—XXX (SHOWN) XXX—XXXP APPROVED CONFIGURATIONS POCKETED DOOR$ THREE (3) TRACKS NOTE 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. PRODUCT APPROVED as com Iying with the Florida Building God. NOA-No. 16-0617.02 Approval Date 07/2012017 Mlamlva�wvrouuct con rol Z q� h,� C) 0b.1- 0op 0 -1 0 9 a S^d Q to ``�gss51��91iAA11``Y,, g .70502 = 1 IE OF: drawing no. an W16-73 5 e e 4 E DOOR FRAME WIDTH oxxx (SHOWN) xxxo DOOR FRAME 1NOTH o- xxxx (SHOWN) DOOR FRAME V/�DTH F F F F F F o- o- o- -0 w -P (SHOWY!) EXTERIOR APPROVED M14FICURATION5 NON —POCKETED DOORS FOUR (4) TRACKS l� NOTE 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Z "' REQUIREMENTS SEE SHEET 5. F k 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. �gi s s o W0� S ki o� a O m boo_iz tiiypp m Q Z� W elf F I III j r rl, 1, PRODUCT APPROVED as eom Ingg with the Florida Building otle NOn-NO. 16-0617.02 APP-1 Date 07/2012017 Miamizo- ontrol J 8 11 2 y R cL) J z = W o � 7 0 0 M h z M b Ei Z 3 � �0� < w W M 5 b op 7 f 1 It TE OF�, drawing ` no. DOOR FRAME WIDTH J I I c I a I I �N I Y� PXXXX (SHOWN) XXXXP DOOR FRAME WIDTH I K/. I " /F I A F F f F iF I I �xN I I U~ I a0 PXXXX—XXXO (SHOWN) OXXX—XXXXP FlU2:118111j:49111401. •. TRACKSPOCKETED DOORS NOTE: I. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. PRODUCT APPROVED as comply�nor y with the Flida Building Code NOA-No. 16-0617.02 Approval Date 07/20/2017 Miara�� v-a=t uontmi 4maw O_FZ W b F ; m IEo �8 O d O IS 0 b No W v',g.4 a C K N g 0 a O G N Ora Q _ {Lzto_g J082 hOF�� drawingo no. NOTE: �(�v 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. `� m 2. FOR APPUCA13LE DESIGN PRESSURES AND REINFORCEMENTS Z 3 REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. O �a Z � � 0 Wyry O:�C LL O$CFO O�N 0 A. 0 zW_-o �o8�e J IIZZ l�WOf l� N 8 O �o y R J i J W a cy, 0 Z 3 I N g 1 i i I — Ila p I 1zz Qx Tao u L---- _ EXTERIOR uo DOOR FRAME WIDTH O Oct O, N > .i.j:� n 6 fyi9 ```1111111111/// ' m O i �; PRODUCT APPROVED as compWina with the Florida = Building CCoodd• o wow -No. 16.0617.02 : wppro—i Date 07120/2017 `---- PXXXX—XXXX piawm) APPROVEDCONFIGURATIONS OF �• POCKETED jZORG By S+ ' � ` �''//s//FYpLt�` drawing no. W16-73 XXXX—XXXXP PXXXX—XXXXP FOUR � TRACKS Mla • uc n sheet13ot23 I I I I o- I YYN I U� I o0 I a TYPICAL ANCHORS SEE ELEV. FOR SPACING Nz m EDGE DIST: 1 13 � U w MI N� N . E7 O J I ti M13 W 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I 1 I 1 I I I I I I 1 WE CONCRETE.".�.. I .. �-3 K51^MIN 1^13/i( MIN.: EDGE DIST. 1BY OR 2HY WOOD ISUCK HIGH STR04TH GROUT NON-SHPoNK• NON-METALLIC i fc = 5000 PSI MIN, N NOT BY ES WOW. MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT APPROVED as comPIM with the Florida Building Coda NOA-No. 16-0617.02 Approval Date 07/20/2017 er _ Mlam a Product Co. 4%U " w a dap C tV cy Is o.31a� � � C a s o�g aaRg� 3 8 o J o � 0 W M n Q Y MM a _Q ' ��;•� ENgF••. • i � � 4 .7050 - TEdrowi�go no. .r °R1 -_.. W11 6-73 TYPICAL ANCHORS: SEE ELEV. FOR SPACING — AT HEAD * — — " — " TYPE 'A= }"[4" DU. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD THRU 113Y BUCKS INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE, 1-1/2' MIN. EDGE DIST. THRU 2BY BUCKS INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE, 1-1/2' MIN. EDGE DIST. TYPE 'B'- 1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 KSI) DIRECTLY INTO CONCRETE " 2' MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. TYPE 'C'- 1/4' DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL- 1/8' THK. MIN. (Fy - 36 KSI MIN.) — (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — — — AT SILL. — " — — — — TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 KSI) Y DIRECTLINTO CONCRETE EMBED CONCRETE 1-3/4" MIN. INTO — — AT JAMBS TYPE 'A'- 1/4' DIA. ULTRACON BY 'ELCO' (F-177 KSI. Fy=155 KSI) INTO WOOD STRUCTURES 2' MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY BUCKS INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE " 1-1/2" MIN. EMBED INTO FILLED BLOCKS TYPE 'B'- 1/4' DIA . I TRA ON BY 'ELCO* (Fu=177 KSI• Fy-155 KSI) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 2' MIN_ EMBED INTO CONCRETE 2' MIN. EMBED INTO GROUT FILLED BLOCKS TYPE 'C'- /4' DLe TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) — (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. (UNLESS SPECIFIED OTHERWISE) INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-BO GROUT FILLED BLOCK AT JAMBS ('m a 2000 PSI MIN. l� METAL � STRucruREs EDGE DIST. o EDGE DIST. 1 13/16" 1/8" THK. Z MM. MIN. I Q g IL Q OJ 08 qXXq !r�( a 999a W V m V nJ IQ1y1 ao- �Y 2ZO N TYPICAL ANCHORS TYPIGIL ANCHORS �� ____ _______________'� Q Z 0 ea^i SfE ElEV. SEE ELEV. I� MIAMI-DAI)E COUNTY APPR'D MUWON �I 2 3 FOR SPACING FOR SPACING I I SEE SEPARATE NOA I I S a S 1 rLl� T A i; QW02 m � u VXTYF%AL ANCHORS J LEV. z J W FOR SPACING o L" H VjN rn n � Q a M 1 3z�m p = a w W n H 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1p;•• VOEN3F "• � �, ,� Y PRODUCT APPROVED %i''t - as complyln with the Flarlda :=Building- No. 16.0617.02 Approval Date 07/2012017 OF t(j� drawing ` no. "` �� W16-73 Mia/�//,j�NA1.O1� sheet 15 of 2[ 0 TYPICAL ANCHORS 'o SEE ELEV. FOR SPACING �o 7_ y� pU yl�X.ili t� O �Llk WCOO BUCKS MD BEARING SHIMS n TYPICAL FOF OREINF. AS REOD. E19 SEE SHEET 5 FOR CAPACITY REINF. AS READ. SEE SHEET 5 EXTERIOR FOR CAPACITY ni TYPICAL ANCHORS SEE ELEV. FOR SPACING 18' MAX. ) BEAKY SHIMS PRODUCT APPROVED as eomp1w with the Florida 6uildin9 Code NOA-No, 16-0617.02 Appro"i Date 07/20/2017 DY MIaml- d6 P oauc nn or SHIMS m16.0 Q % agg 0:00`d Fp pang 0-ar.re# 9 1.i g Qg01 IS oo.m9 Of '" c J 2 J W � 3rnn� Q�nalo 3z�g^ W .70592 = n a � I STATE OF.[y\: drowingo no. �S _!zoa+D�:a�I W16-73 / C C L Y a HOOK STRIP ANCHORS SEE ELEVS. FOR SPACING POCKETED JAMB OPTION POCKET CAVITY NOT BY E.S. WINDOWS NOT PART OF THIS NOA TO BE REVIEWED BY AHJ HOOK STRIP ANCHORS: SEE ELEV. FOR SPACING 114' DIA. ULTRACON BY 'ELCO' (F-177 KSI, Fy=155 M) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4- MIN. EMBED INTO CONCRETE 2-1/4- MIN. EMBED INTO GROUT FILLED BLOCKS #14 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD J14 CMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063—T5 MIN.) STEEL- 1/8' THK. MIN. (Fy — 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAIMED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4- MIN. PRODUCT APPROVED oe comp nrwIth the Florida Bullding oe HOA-No. 16-0617.02 Approval Date 07/20/2017 Mia a aeTCont o! .7092 TATE OF .'.�j� drawings no. IN 16 —73 1BY OR 213Y WOOD BUCK (SEE NOTE SHEET1) S 35 B' EOGE / ¢ 1� i EDGE ..�: DIST. Sii""" I MIN. o I EDGE. 3 5/B' x` rc I n� EE EtA O TYPICAL ANCHORS y TYPICAL ANCHORS SEE ELEVS- WO \ TYPICAL ANCHORS SEE ELEVS. SEE ELEVS. FOR SPACING FOR SPACING FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING O1/2' MAX LOAD BEARING WOCD STRU RE SHIMS N � TYPICAL ANCHORS SEE ELEVS. FOR SPACING_ © x IXT. t /Y MAX. EXT. •� .I - CONCRETE EDGE .3..3�/.&!.' .: ,•.> 1 3 KSI MIN. OfST. MIN. METAL f 1 to STRUCTURES n 1/B' THK. (SEE SHEET 15) TYPICAL ANCHORS SEE ELEVS. FOR SPACING =- - _ 1rM -DADE COUNIY APF I SEE EPARATE NOA (SEE SHEET 15) tl tIL-- ---------- O TYPICAL ANCHORS Z b O ' fr h � QQZ wwwQ � 2 o Z lyyVtf WW� gg ;�93msQN VA,urd nvl clot Im oo 0ILa� j yq 0 e Q r0^ LL A o� n n it 0 0 V � V Zi W Z = • MAX. o N N (3/� .J, n BEARING 1IM5 p M a O n o Z3LL g 3ZLL� 1 i U)v�iV W M 1BY OR 29Y WOOD BUCK ,;;J. i z,l, (SEE NOTE SHEET 1) ` �p Y.• Sic ••.• PRODUCT APPROVED g as com Iy1 with the Plodda N0.70582 Duitding Code _ • {7 = .. a NOAHo. 16-0617.02 Approval Date 07/20/2017 ••• : � drawing no. 3 TRACK FRAMES By '' °� ��� W16-73 Miam as ro uc on �� S'S •�A �� ANCHOR LOCATIONS �� sheet 18 of 23 11f11111 iBY OR 2BY WOOD BUCK (SEE NOTE SHEET 1) z. i • MINTS .i: ��1� I I � V w E1B SEE 2 7m a O TPICAL ANCHORS \� ELEVS. FOR SPACING WOOD TYPICAL ANCHORS OSEE ELEVS. B FOR SPACING •5'9/16'1MINl�CONCRETE 3 KSI MIN. TYPICAL. MCHORS ci m oil r p %i METAL STRUCTURES 1/8` THK (SEE SHEET 15) ■ 1 u� n �c a EDGE DIST. 3 5/8' MIN. b a Z Q o \9 0 F I L p TYPICAL ANCHORS y O uol LTYPKSEE El EVS.AL ANCHORS SEE ELEVS. FOR SPACING FOR SPACING n N Q p 6 g Z �_=____�_______�-__�- _-_ __ g X IrMLASEE I-D&DESEPARCOUP APPR'D MULLION (SEE SHEET 15) I J C n g d .l L---------------------- w i ao 7T=Y:'PIrALANCHORSVS. FOR SPACING �J 0 0 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. 0 U 8 FOR SPACING FOR SPAGNG FOR SPACING 0 J w1/2` MAX, 25 1/2- MAX. 3/8- MAX. Of I LOAD BEARING LOAD BEARING I N iD SHIMS SHIMS LOAD HEiF�,ASRING j O M n Z M • ' J h <�v. I f1117)av to lfl - w W M g E3B � N N O F FF FF U r� O •�' .�i �:L .. y, ail W o O w N n w c o^ o a _ EXT. EXT. EXT m o 1BY OR 2BY WOOD BUCK `�� QJ ..... SHIMS (SEE NOTE SHEET 1)•YjGEN3Lc• a •\ PRODUCT APPROVED „ < as �ompIyln with the Florida . 7 Building Coda NOA-No. 1 "617.02 e .0 Approval Data 07120/2017 (y drawings no, 4 TRACK FRAMES ey ° W16-73 Nllam e ro uc ro i� S� %1" ANCHOR LOCAT10N5 ���"J IAL1\\\�� sheaf 19 of 2,', ETE:M / PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 ES-EL400-001 1 FRAME HEAD (2 TRACK) 6083-T6 - EIA ES-EL400-201 AS READ. FRAME HEAD (3 TRACK) W53-T6 - E1B ES-EL400-205 AS REDD. FRAME HEAD (4 TRACK) 8063-T6 - E2 ES-EL400-002 1 FRAME SILL (2 TRACK) 6083-T6 _ E2A ES-EL4OG-202 AS READ, FRAME SILL (3 TRACK) 6083-T6 - E2B ES-EL400-206 AS REOD. FRAME SILL (4 TRACIQ 6063-Y6 - E3 ES-EL400-003 2 FRAME JAMB (2 TRACK) 6063-T6 - E3A ES-EL40D-203 AS REOD. FRAME JAMB (3 TRACK) 6063-T6 - E38 ES-EL400-207 AS REOD. FRAME JAMB (4 TRACK) 6063-TB - E4 ES-EL400-004 1/ PANEL TOP RAIL (NSUL UM. CUSS) 6063-TS - ES ES-EL400-005 1/ PANEL BOTTOM RAIL (INSUL LAM. GLASS) 6063-T6 - E6 ES-EL400-006 AS READ. JAMB STILE (NSUL LAM. GLASS) 6063-T8 - E7 ES-EL400-007 AS REOD. INTERLOCK STILE (NSUL LAM. GLASS) 6063-T6 - E6 ES-EL400-009 1/ PANEL TOP RAIL (LAM. GLASS) 6063-T6 - E9 ES-EL400-010 1/ PANEL BOTTOM RAIL (LAM, CLASS) 8063-T6 - EIO ES-EL400-011 AS READ. JAMB STILE (LAM. GLASS) 5063-T6 - Ell ES-EL400-012 AS REDO. INTERLOCK STILE (LAM. GLASS) 6063-T6 - E12 ES-EL400-013 AS REDD. ASTRAGAL STILE (LAIR. CUSS) 6063-Ts - E12A ES-EL400-OW AS REOD. ASTRAGAL STILE (NSUL LAM. CLASS) 6053-TB - E13 ES-EL400-014 AS REDD. JAMB COVER W63-TS - E14 ES-EL400-015 AS REDD. POCKET JAM13 6063-46 - E15 ES-EL400-016 AS REDD. SILL TRACK 6063-T6 - E16 ES-EL400-017 AS REOD. IHEAD COVER 6063-TS - E17 ES-Fi400-DI8 AS REQD. — RISER 6063-T6 - E18 E5-EL400-020 AS REOD. FIXED PANEL BOTTOM GUIDE 6063-TB - E19 ES-EL400-021 AS REDD. INTERLOCK REINFORCEMENT 6005-TS - tm ES-6011 AS REDD. SCREW COVER 6063-T6 - M1 ES--EL400-GOT 4/ PANEL GLAZING GASKET (LAM. CLASS) SILICONE DU20METER 70*3 SHORE A M2 ES-EL4OO-G02 4/ PANEL GLAZING GASKET (WSUL LAIL GLASS) SILICONE DUROMETER 7033 SHORE A M3 ES202D-GG4 AS REOD. INTERLOCK BUMPER PVC MIROMETER 60±5 SHORE D M4 W33271W AS READ. PILE W'STRIPPING (INTERLOCK) WOOL - M5 W33181NK AS REOD. PIE W'STRIPPING WOOL - M6 PS01-0014 AS READ. DOOR HANDLE DIE CAST ALUM TWO POINT HANDLE M7 PS07-1015 AS REOD. STRIKE FOR MORTISE LOCK ST. STEEL - M8 PS01-103C AS REDD. MORTISE 2 POINT LOCK ST. STEET - M9 GT-1134/3-01-A 2/ PANEL ROLLER ASSEMBLY ZAMAK - MIO 6844.1 AS READ. BUMPER ALUM/NYLON - MI1 ES-EL400-FPI SL AS REOD. FIX, PANEL CUP ST. STEEL - U12 J8 X 3/4' AS REQO. KEEPER FASTENERS ST. STEEL P.H. SMS M13 /10 X 1-1/4' AS REOD. PANEL ASSEMBLY FASTENERS ST. STEEL P.H. SMS M14 #12 X 1-1/2' AS READ. FRAME ASSEMBLY FASTENERS ST. STEEL P.H. SMS M15 /6 X 3/8- AS REOD. FIX. PANEL CLIP FASTENERS ST. STEEL P.M. SMS M16 f8 X 1/2' AS REOD. FIX. PANEL CLIP FASTENERS ST. STEEL F.H. SMS M18 j10 X 1/2' AS READ. ROLLER FASTENERS ST. STEEL P.H. SMS M19 110 X 1- AS REDD. LOCK INSTALLATION FASTENERS ST. STEEL F.H. SMS M20 /8 X 1/2- AS READ. HANDLE INSTALLATION FASTENERS ST. STE}1 F.H. SMS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. �v m Z O 1Z W A! Q Z N 0 O`$ N WOL 0ba- Uc cap a 8 m --91 Pt 65)LL IL i o Sdm� � J liJ o K 3 3z�n Q W M � LOCK: SURFACE MOUNT METALLIC HANDLE AT 44' FROM BOTTOM FASTENED TO LOCK SiIU ATH ' (2) /B X 1/2- FH SMS M2 SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK 44' FROM BOTTOM q 12 FASTENED TO LOCK STILE WITH (2) #10 X 1- FH SMS k' SURFACE MOUNT METALLIC KEEPER AT 44' FROM BOTTOM o FASTENED TO FRAME JAMBW ASTRAGAL STILE WHH (3) #8 X 3/4' PH SMS 4.I1 e7 C N .o O . • s \1A71111111113AA/ � � < PRODUCT APPROVED as com IyLnQ with the Florida Buliding Cotli F .-No. 16-0617.02 2117 Approval Date 07/20/2017 = $ ATE OFF drowingo no. N a a «ne en .e W16-73 i� ' •... 4575 743 ' 751 FRAME HEAD (2 TRACK) 082 2.000 658 I II �p---4.782 ---�i 5.686 -- 062 rm1.15 1 FRAME HEAD (3 TRACK) [-7.498 070 �1 FRAME HEAD (4 TRACK) .042.0-j 5.59.070 00 2.000 I� Fes-- FRAME SILL (2 TRACK) FRAME SILL (3 T 1.360 �I 1.380 1.380 .072 .062 3.715 4.585 5-686 5.525 7.496 7.335 .062 .072 .062 .072 O O b FRAME JAMB (2 TRACK) FRAME JAMB (3 TRACK) FRAME JAMB (4 TRACK)__ 062 1.745 1.732 .433 ��17 2.750 POCKET JAMB FRAME SILL PRODUCT APPROVED as -.Plying with the Florida Building Code , NOA-No. 160617.02 Approval Data 07/20/2017 BY /lam-� M' i, ,�� Frod-1 Gomrof No a e � a - � drawing no. W16-73 1.340 7.611 z.6as .oat '\ PANEL TOP RAIL �1.866 I� 2.99� .062 2.118 L __j .340 PANEL BOTTM RAIL (LAM. GLASS) 1.340 I� 1.811 2.6I86 .062 L PANEL TOP RAIL ISUL LAM. GLASS) F­� 2.993 .062 2.118 L_ 1.340 PANEL BOTTM RAIL (INSUL LAM. GLASS) 2.926 2.926 .00 .062 1.490 1.340 1.490 � 0 1.34 JE� 2.051 Fes- 2.051 PANEL JAMB STILE �1.Li1.79g 11 1.622 /1 INTERLOCK STILE SILL RISER PANEL JAMB STILE (INSUL LAM. GLASS) p---- 2.750 .115 1.340 1.798 3I� II .oez11 F-1.622 INTERLOCK STILE 1 (INSUL LAM. GLASS) 1 ASTRAGAL STILE + ASTRAGAL STILE (LAM. GLASS) 1 p, (INSUL LAM. GL.AS� E19) INTERLOCK STIFFENER 663 .441 .087 E16 FIX. PANEL BOTTOM GUIDE 711j� O50 571-2 i .275 0 --i.7111� HEAD COVER 2431 .050t 050 I 1.701 JAMB COVER 297 � 11 040 711 TRACK INSERT I �I`26) SCREW COVER .970 .929 .052 .4eo Mt GLAZING GAKET LAM. GLASS 1.340 .e72 .062 1.075 AI2 GLAZING GASKET INSUL LAM. GLASS MATERIAL - SILICONE HARDNESS - 70t3 TENSILE STRENGTH - 1139 PSI ELONGATION AT BREAK - 235% TEAR STRENGTH - 107 Lb/IN BRITTLENESS TEMPERATURE - -40' F COMPRESSION SET = 12.5% (22h0217F) PRODUCT APPROVED as oomplyiT�g with the Floridaaufiding Code NOA-No. 16-0617.02 Approval Datg, 07/2012017 R OF ' !�� drawing9 no. °?;``� W16-73 V " n �OOO... or � g W M1 600 CSi U M13 C bbll p gg2 ZgH 0 5 �w�f J k' n FRAME TOP CORNER d m 2 TRACK FRAMES (SHOWN) o 3 TRACK FRAMES (SIMILAR) WITH (1) ADDL FASTENER o 4 TRACK FRAMES (SIMILAR) WITH (2) ADDL FASTENERS PANEL TOP/BOTTOM CORNER Vj LAM. GLASS RAIL do STILE (SHOWN) U INSUL LAAL GLASS RAIL h STILE (SIMILAR) Li Z w F. Y N V s Y 3Z�'d M14 V) 0 � v N 10 ¢ WJ W Wr'1�}" / O F J ti a C e� O O o PRODUCT APPROVED as eom 1yy,17ng with the Florida Building Cale _ NM n NOA No. 16-0617.02 _ B FRAME BOTTOM CORNER Approval Dab 07/20/2017 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES (SIMLLAR) WITH (1) ADDL FASTENER By '•4y;� dfaWrng no. 4 TRACK FRAMES (SIMRAR) WITH (2) ADDL FASTENERS Ala roue on ��, �•• D/;\�; yy16-73 AL1\\\��` sheet 23 of 23