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WS-19-1295Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 841 NE 98TH ST, Miami Shores, FL 33138 rnntact% Permit NO.: WS-06-19-1295 I� Permit Type: Windows/Shutters D Wa .k51assification: Window/Door Replacement Permit Status: Approved Issue Date:06/07/2019 I Expiration: 12/04/2019 Parcel Number 1132060142490 SENG AND BRANDEE LAM Owner FORTH CONSTRUCTION LLC Contractor 841 NE 98 ST, MIAMI SHORES, FL 331382532 MARIO SUAREZ Other: 7862826565 1201 SW 91 AVE, MIAMI, FL 33174 Business: 3059656089 Description: REPLACE 22 WINDOWS & 6 DOORS WITH IMPACT Valuation: $ 46,449.00 Inspection Requests: 305-62-4949 PRODUCTS. REPLACE INTERNAL 1 WINDOW AND 2 DOORS WITH NEW NON -IMPACT PRODUCTS. Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $28.20 DBPR Fee $6.15 DCA Fee $4.10 Education Surcharge $9.40 Scanning Fee $15.00 Technology Fee $10.25 Windows/Shutters Fee $360.00 Total: $483.10 Building Department Copy Payments Date Paid Amt Paid Total Fees $483.10 Check # 1948 06/07/2019 $483.10 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 ether myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOW , DOORS, ROOFING n SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is cc te`and that all work illlbe done ' compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above m d cnTactor)6do the wo stated? Authorized Signature: Owner / Applicant / Contractor June 07, 2019 Date Page 2 of 2 40 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC Miami Shores Village Building Department I,rEcEIVED 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 JUN 0 6 2019 e016 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No. NNM Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP (,^� 9CONTRACTOR DRAWINGS JOB ADDRESS: i � I� 8 ST Folio/Parcel#:I I•- 3Z010 -) Z"c> Is the Building Historically Designated: Yes NO - Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): J^i✓1� 1 CALA &&ZEP Phone#: �� 75 —�� -3�o Address: 9 `� • _ City: S-Wize-S State: 1..7R-��jP. Zip: 3 I ;S-Z.�y�9 Tenani Email: CONTRACTOR: Company Name: I�C*—T•F{ LOB 1�(Z-1 l �T l O r� Phone#: 306 Address: (20( x�� Cf ( JZ%1�E City: ��l kf—1 State: 'FL. Zip: 331-7 q= Qualifier Name: Gu A QCZ Phone#: State Certification or Registration #:I!X Z, ( 4%OQ a Certificate of Competency #: DESIGNER: Architect/Engineer: Address: ,ffn?fU�J PC�l iState �L Zip: Value of Work for this Permit: $ ` LP :,444?, tal Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace Specify color of color thru tile: Submittal Fee Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ CCF $_ DBPR $ ❑ Demolition CO/CC $ Notary $ Double Fee $ Bond $ TT TOTAL FEE NOW DUE $ -If9 a • f V 14 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurF seven lono ys after the building permit is issued. In the absence of such posted notice, the inspection will not be approved anyf, reinspefee will be charged. AGENT The foregoing instrument was acknowledged before me this -r day of � 20 /' , by who is personally known to me or who has produced k 19 � 4-'00 7 f(& 7N 2-&70as ��-:sSignature ._ CONTRACTOR The foregoing instrument was acknowledged before me this j 7 day of /)1 20 / 9 by 6L S who is personally known to me or who has produced identificatiorfand_whd did take an oath. identification and who did take an oath. as NOTARY PUBLIC: NOTARY PU Sign: Sign: Print �(.L✓tG� Print:a Seal: <� a NOTARY PUBLIC STATE OF FLORIDA Comma GG321211 Seal: NOTARY PUBLIC STATE OF FLORIDA Comm# GG321211 Expires 120/2023 Expires 4/20/2023 ***s**sssss****s***ss***s****ssssss*ssss**s*****ssssssss*s*********ss*ssss****sssssss*ss*****ss*s**ss**s* APPROVED BY i Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 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). Ackn e ement: A , � __J5j14-jjq &4,� er/Owner 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 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: l . The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACK WLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: ner State of Florida County of Miami -Dade The foregoing was acknowledge before me this ,3 day of By �� LAt who is personally known to me or has produced as Nota� ANA MARIA MUNOZ NOTARY PUBLIC SEAL: IF. STATE OF FLORIDA CommlF GG321211 Exnires 4/20/2023 FORTH CONSTRUCTION, LLC Date: !15iJ n 6 S! zo I C i State of 0 r " d County of ts,08E Before me this day personally appeared `vx- z who, being duly sworn deposes and says: That he or she will be the only person working on the project located at: iS y 1 /N F- Cl 6 :5T , �;✓�r-t, 56Lf4, , FG 3313 fr Sworn to (or affirmed) and subscribed before me this _ L day of -i , 2019, by mcf; r, S,,, C,\r{,Z Personally known OR Produced Identification Type of Identification Produced ,o<d`r °�B� ., JONATHAN KROSLEY �?• ♦,�L . . Notary Public - State of Flor Commission # FF 901944 Print, Type or Stamp Name of Notary %�Fo 5o?°�� My Comm. Expires Jul 21, 2019 JUN 0 6 2019 b13 r V'v Gj-) CIS) ,A C.opy 1 of 3 Contractor Extream Hurricane Impact 7_10_CC _HVHZ_Lam_2.xls Change out: 23 windows & 8 Door no size modifications LAM RESIDENCE 841 NE 98TH STREET MIAMI SHORES, FL 33138 5/6/2019 Mark Type W H 1 FD 66 80.5 2 HR •••• 111 62.8 3• • HR 73.8 92R9 see 40••* i HR •••• 73.8 62.8 no 5000000 HR*••• i73.8 W.A :• 6•••••• HR • 73.8 50.5 • 7 •••• CW •••• 36.8 V • • 8 ••••• CW • ••••• 36.8 3A3•• • 9000000 PW •••• 36.8 V.4•• 10•00••• CW• .•• • •36.8 V•,%••• 11606900 SH a 165 27.5 no 12• • o SH 16-5 27+5 137 SH••••••16.5 27.5 14: •�• SH 16.5 24. ••. 15 no • FD i ••*• 33 82 16 PW •••• 36 37.5 17 SGD 105 79.5 18 SGD 141 79.5 19 FD 35 82 20 HR 36.8 38.3 21 HR 738 50.5 22 PW 36.8 50.5 23 PW 36.8 50.5 24 HR 73.8 50.5 25 HR 73.8 50.5 26 HR 36.8 38.3 27 HR 73.8 50.5 28 HR 73.8 50.5 29 SGD 130 91 30 SGD 121 91 31 SGD 130 91 32 1x4 Al. tube 73.8 62.8 Specialty Engineering Consultants, Inc 1599 SW 30 Ave. #20 Boynton Beach, FL 33426 Gary McDougle, PE #56214 FL CA# 0009217 Home Owner LAM RESIDENCE Address 841 NE 98TH STREET IMIAMI SHORES, FL 33138 Date 5/6/2019 4 ;j Specialty Engineering Consultants, Inc. MARK Window/Door SGD, mull WIDTH (in) HEIGHT (in) Window/door replaced? (y/n) Product Approval # Allowable pressure see NOA Req'd Wand Pressure, see calc's Shutter required? (y/n) Product rated for impact? (y/n) • • • • • • • • Comments • 0 • • • • (+) psf (-) psf +) psf H psf 1 FD 66. 80.5 y 17-1102.18 70 135 39.5 43.0 n y ENTRANCE 2 HR 110.75 62.75 y 18-1220.07 70 70 38.7 42.2 n y ENT 3 HR 73.75 62.75 y 18-1220.07 70 70 39.3 42.8 n v TV R IM • • 4 HR 73.75 62.75 y 18-1220.07 70 70 39.2 42.7 n y TV ROOM • • • • 5 HR 73.75 62.75 y 18-1220.07 70 70 39.2 42.7 n y TV RCXQkI • • • • • • • 6 HR 73.75 50.5 y 18-1220.07 70 1 70 39.1 1 51.7 n y TV R •• • 7 CW 36.75 38.25 y 17-1011,21 90 120 40.6 44.0 n i y KITCHE 8 CW 36.75 38.25 y 17-1011.21 90 120 40.6 44.0 n y KITCHEN • • 9 PW 36.75 38.25 y 17-1102.21 100 150 40.6 44.0 n y• • • • • • 10 CW 36.75 50.5 y 17-1011.21 90 120 40.6 44.0 n y• ' 11 SH 16.5 27.5 y 17-0809.37 55 60 40.6 44.0 1 n y• • • • 4110. 12 SH 16.5 27.5 y 17-0809,37 55 60 40.6 54.4 n y• • • • 13 SH 16.5 27.5 y 17-0809.37 55 60 406 54.4 n 14 SH 16.5 27.5 y 17-0809.37 55 1 60 40.6 44.0 n 15 FD 33. 82. Y 17-1102.18 70 135 40.6 44.0 n y KITCHEN 16 PW 36. 37.5 y 17-1011.03 100 112 39.7 43.2 y n KITCHEN 17 SGD 105- 79.5 y 17-1212.06 40.7 43 37.8 41.4 y I n LIVING ROOM 18 SGD 141 79.5 y 17-1212.06 40.7 45.3 36.8 40.4 y n LIVING ROOM 19 FD 35. 1 82. y 17-1102.18 70 135 39.6 43.1 n y BATHROOM 20 HR 36.75 38.25 y 18-1220.07 70 70 39.6 52.5 n y BATHROOM 21 HR 73.75 50.5 y 18-1220.07 70 70 38.5 42.0 n y MASTER 22 PW 36.75 50.5 y 17-1102,21 100 150 39.5 52.4 n y MASTER 23 PW 36.75 50.5 y 17-1102.21 100 150 39.5 43.0 n y MASTER 24 HR 73.75 50.5 y 18-1220.07 70 70 38.4 41.9 1 n MASTER 25 HR 73.75 50.5 y 18-1220.07 70 70 38.3 41.8 n BEDROOM 2 26 HR 36.75 38.25 y 18-1220.07 70 70 39.4 42.9 In BEDROOM 2 27 HR 73.75 50.5 y 1 18-1220.07 70 70 38.2 50.1 n BEDROOM 1 28 HR 73.75 50.5 y 18-1220.07 70 70 38.2 50.0 n BEDROOM 1 29 SGD 129.5 91. y 18-1220.08 60 80 36.3 39.9 n 30 SGD 121. 91. y 18-1220.08 60 80 1 36.5 1 40.1 n 31 SGD 1 129.5 1 91. y 18-1220.08 60 80 1 36.1 1 39.7 1 n 32 1x4 AI. tube 1 73.75 1 62.75 y 17-1218.14 53.6 53.6 1 38.0 1 41.5 n v IMULL BTW WINDOWS 4 & 5 NOTES 1 Replace existing doors or windows as designated with new doors w/ current Miami -Dade product approval or State of Florida product approval 2 No change in rough open size(s) were made. The existing opening is not to be modified. 3 Al, door frames to be attached in accordance with the NOA and/or manufacturer's s ftcatlons_ .�., 4 Shutters or impact resistance is required in accordance with the "Existing Building Florida Building Code' section 507 " ep!aced is r lryan 25% of total aggregate area". 5 Wind design pressures are calculated in accordance with ASCE 7-10• Method 2, see attached calculations. i\ S '. 6 We have attempted to accurately depict the field conditions based on information submitted by others. This inforQ1aq§4jfsjTsYIacking UuIy-iff1mjQ6edFullysubmit that this does not impact our 7_10_CC HVHZ_Lam 2.xls 2 of 3 NO 7j�12 L Q?, Specialty Engineering Consultants, Inc 1599 SW 30 Ave. #20 Boynton Beach, FL 33426 Gary McDougle, PE #56214 FL CA# 0009217 Component and Cladding Pressures, Wall and/or Window components in accordance with ASCE 7-10 w/ mean roof height < 60 ft Home owner LAM RESIDENCE Address 841 NE 98TH STREET MIAMI SHORES, FL 33138 . t..-zlt1. Specialty Engineering Consultants, Inc. i Date 5/1/2019 4 For theta < 10 depm the GCpvalues have been reduced by 10% Loads specified are for Allowable Stress - 0.6' W (ult) 2A.1 #7 (0.6D+0.6 W ) Zone 4 Unbreached "Lone 5 • Lnbreached • Opening Mark width (in) height (in) Effective Area ofcomponent (ft^2) Area Used(positive. GCp 4&5) GCp (negative. 4) GCp (negative. 5) P positive P negative P positive P • • negative • •ia 1 66-0 28.0 12.9 12.8 0.97 -1.07 -1.34 39.5 -43-0 2 110.8 29.0 22.3 22.3 0.94 -1.05 -1.30 38.7 -42.2 3 73.8 30.0 15.4 15 4 0.96 -1.06 -1 33 39.3 -42.8 1• 4 73.8 31.0 15.9 15 9 0.96 -1.06 -1.33 39.2 -42.7 5 73.8 32.0 16A 16.4 0.96 -1.06 -1.33 39.2 12.7 6 73.8 33.0 16.9 16.9 0.96 -1.06 -1.32 39.1 -51.7 7 36.8 34.0 8.7 10.0 1.00 -1.10 .1,40 40.6 -44.0 • • 8 36.8 35.0 8.9 100 1.00 -1.10 .1.40 40.6 -44.0 • 9 36.8 36.0 92 10.0 1.00 -1.10 -1.40 40.6 -44.0 10 36.8 37.0 9.4 10.0 1.00 -1.10 .1.40 40.6 -44,0 0 II 16.5 18.0 4.4 10.0 1.00 -1.10 -1.40 40.6 44.0 9 12 16.5 39.0 4.5 10.0 1.00 -1.10 .1.40 40.6 -544 13 16.5 40.0 4.6 10.0 1.00 -1.10 .1.40 40.6 -54.4 14 16.5 41.0 4.7 10.0 1.00 -1.10 -1.40 40.6 44.0 15 330 42.0 9.6 10.0 1.00 .1.10 .1.40 40.6 -44.0 16 360 43.0 10.8 10.8 0.97 .1.07 -1.35 39.7 43.2 17 105.0 44.0 32.1 32.1 0.92 .1.02 -1.26 37.8 -41A I8 141.0 45.0 44.1 44.1 0.89 -0.99 .1.20 36.8 -40.4 19 35.0 46-0 11.2 11.2 0.97 .1.07 .115 39.6 -43.1 20 36.8 47.0 12.0 12.0 0.97 .1.07 .1.35 39.6 -52.5 21 73.8 48.0 24.6 24.6 0.94 .1.04 .1.29 38.5 -42 0 22 36.8 49.0 12.5 12.5 0.97 .107 .1.34 39.5 -52.4 23 36.8 50.0 12.8 12.8 0.97 .1.07 -134 39.5 -43.0 24 73 8 51.0 26.1 26.1 0.93 .1.04 .1.28 38.4 -41.9 25 73.8 52.0 26.6 26.6 0.93 •1.04 -1.28 38.3 -41.8 26 36.8 53.0 13.5 13.5 0.97 -1.07 -1.34 39.4 -42.9 27 73.8 54.0 27.7 27.7 0.93 -1.03 -1.28 38.2 -50.1 28 73.9 55.0 28.2 28.2 0.93 -1.03 -127 38.2 -50.0 29 129.5 56.0 50.4 50.4 0.87 -0.98 -1.17 36-3 -39.9 30 121.0 57.0 47.9 47.9 0.88 -0.99 -1118 36.5 -40.1 31 129.5 58.0 52.2 52.2 0.87 -0.97 .1.17 36.1 -39.7 32 73 8 59.0 302 302 0.92 -1.03 1 -1.26 1 38.0 1 .41.5 V (mph) 175 1620 FBC for HVHZ, or Fig 26 5-la 1.0 Risk Category II Table 1 5-1, page 2 Exposure C Section 267 Length of Building (ft) 87 Width of Building (fl) 64 Mean Roof height (fl) 16 KZ 0.86 Table 30 3-1 Kd 0.85 Table 26.6-1, page 250 Kn 1 Figure 26.8-I, page 252 patch of roof 5112 22.6 degrees theta 22 6 degrees 110 Reduction factor for slope ofroof qh (pso 57.34 Velocity Wind Pressure (a+ mean roof height Gcpi 0.18 -0.18 055 a) 6.40 10%of width I a2 170 10 % of width 2 a3 6.4 0.4•meanroofheight • 6.40 End Zane distance 7_10 CC HVHZ Lam_2 xls =qh GCh-CCP+1 J J -0 55 See Table 6-7 pg 62 3of3 • •••• •••••• ••• •• • •••••• • ••• • • • •••••• •• •••• • • •• •••• ••••• ••• •••• ••••• •• •• • •••••• • • • • 00000 • • • • • • • • • • • • • Specialty Engineering Consultants, Inc 1599 SW 30 Ave. #20 Boynton Beach, FL 33426 Gary McDougle, PE #56214 FL CA# 0009217 INSPECTOR NOTE NEW STRUCTURAL COMPONENTS WERE DESIGNED BASED ON THE FBC 2017, AND ASCE 7-10, 175 MPH (3 SEC), EXP. C. RISK CAT. 2. r� KEY PLAN N.T.S. .,--I r 2" o N O . .•• • • • • •• . . 7 ••• F'AAN CLIP•f0 ;LfAt-IO W/ (3) #8 x 1" FH TEK SCREWS. • • • • • • • • • • • • • • • • • • • • • 2a • �k4.9LA�gA -1hE SCALE: 3" = l'-0" • • ••• • • • • ••• • • INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION IN ACCORDANCE WITH 503.1 OF THE EXISTING BUILDING CODE. 2x44" ALUMINUM MULLION 0 o REINFORCE/REPAIR BEAM TO FACILITATE THE INSTALLATION OF WINDOW/DOORS, BY OTHERS -,� N —k H NEW PT 2X12 TO INNER E OF THE EXISTING PORCH WITH 16d NAILS (2) ROWS AT 10" O.C. STAGGEREDEXISTING 44 STEEL COLUMN BEAM REINFORCEMENT S1 SCALE: 1/2" = l'-0" TOTES: TAPCONS SHALL BE ULTRACON BY ELCO ( 1 3/4" MIN. EMBEDMENT, 2 Y" MIN. EDGE DIST.) 2. ALUMINUM SHALL BE 6063—T6 MIN. 3. WATERPROOFING, BY OTHERS. 4. NEW WINDOWS BY OTHERS 5. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE. 6. ALL FASTENERS SHALL BE GALVANIZED MIN, UNO. 7. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. FASTEN CLIP TO MULLION W/ (4) #8 x 1" FH TEK SCREWS. FASTEN TO SLAB W/ (3) J" O TAPCONS (1 J" MIN EMBEDMENT, 2 Y" MIN. EDGE DIST.) TO STRUCTURE CONNECTION NOTE: ADD SIMPSON LGT4 TO EACH END OF BEAM AND SECURE TO WALL WITH (4) 8" 0 x 5" TITEN HD SCREWS AND (16) 4" Ox 3" SDS FASTENERS TO BEAM NEW }"0 ALUMINUM PLATE ATTACHED TO BEAM WITH #10x 6" SDS FASTENERS TO EACH 2x MEMBER OF BEAM AT 12" O.C. NEW SGD JAMB ATTACHMENT SPECIFIED BY PRODUCT APPROVAL USE 15LB FELT PAPER TO WRAP STEEL COLUMN TO SEPARATE DISIMILAR METALS. ROOFER'S MASTIC AT ALL SEAMS NEW 2x44" 6063-T6 ALUMINUM TUBE ATTACHED W/ CLIPS TO TIE BEAM AND SLAB, SEE DETAIL 2a/S2 & 2b/S2. ALUM. PLATES, TRIM TO FIT WITH (2) ROWS #8 x lYZ" TEK SCREWS @ 8" O/C 3 4X4 STEEL COLUMN BUILDOUT S1 SCALE: 3" = l'-0" 12,.1 T O Q FASTEN TO BEAM W/ (2) J" 0 SDS (1 J" MIN EMBEDMENT) 2b 2X4X1 4" CONNECTION DETAIL S1 SCALE: 3" = l'-0" • . • • • • • • S 1 OF 1 s •:• ;- -; -•_ ••• •- . • ••••• •••• •••• • • •••• •••• • • MIAMFDADE MIAMI-DADE COUNTY, FLORMA haaAwm PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (7W 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Eco Window Systems, LLC 8502 NW 80'6.Street Medley, Fl. 33166 .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 AID (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, tha 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 ofthe 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 "ECO-Guard Clipped" Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. M14-01 Rev. A, Series titled "Aluminum Tube Mullion", sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17, .prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product -Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING. Each unit shall bear a permanent label with the manufacturers name or logo, city, state, 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 shah be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0529.16 consists of this page 1 and evidence pages E-1, E-2 and E 3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MUNIFDADE ...COUNTY & _ 11/�o2f1tl tk NOA No. 17-121&14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 Page I Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0529.16 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, 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. •••••• • • • • • ...•. •... ...... • 4. ..•.. .•.. .... . • .•.. .... .....• • .. ...... .....• .••. . • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI48-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a clipped aluminum mullion at a fixed window/ a single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s F ET1-08-2192B and HET148-2166C, both dated 01/15/09, signed and sealed by Candido F. Font, P. E. 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 2411.32.1, and TAS 202-94 along with marked —up drawings and installation diagram of a clipped alurn m,m mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BET148-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and FBC 51b Edition (2014), prepared by Al—Farooq Corporation, dated 05105114, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. lviiami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None.. E-1 Jorge M. Piasencia, P. E. Pr6duct Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and .complying with FBC-2010 and FBC 5" Edition (2014), issued by Al-Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s BET1-08-2192A, IMTI-08-21928, HETI-08-2166A and HETI- 48-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by .0V Manuel Perez, P. E. • • •• • •• G. 1OTIRRS 1. None. ...... . . . . •. :.:..: 2. NEW EVIDENCE SUBMITTED 0 0 0000 .. .. .. A. DRAWINGS •...• '.;..• ;..;.. 1. Drawing No. 1YI14-01 Rev. A, Series titled "Aluminum Tube Mullion", sheets 1 • • •; • • • • •. •.., through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17, prepared by Al- 0 000000 000000 Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS ...... .. ..:... • .... . .. 1. None. . . C. CALCULATIONS 6600 1. Structural analysis, complying with FBC 6' Edition (2017} prepared by Al-Farooq Corporation, dated 11/30/17, 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. None. orge 5L Plasenc* P. E. Prod6ct Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date: February22, 2018 E-2 .... ...... . . ...... . . . . ...... . .. .. .. ..... .... ...... 0 0 . . .... .... •0000: ..0000 . .. ...... 0 .... . .. ...... .... . . Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC Wh Edition (2017) and of no financial interest, issued by Al—Farooq Corporation, dated 11/14/17, signed and sealed by 7avad Ahmad, P. E_ G. OTHERS 1. This NOA revises NOA 914-0529.16, expiring on 10/23/19. E-3 Jorge M. Plasencia, P. E. Proiluct Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date: February22, 2018 •••• • s • sees • •• ease •••• 0000 • •• 0• e• • • Soso • •Soso• MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MWMI-DARE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE RF4UWEIAE4TS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS I.E.- WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 2BY WOOD BUCKS k 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 DEEMS AND INSTALLED PER WHUF'5 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-METN.UC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TD STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. THIS PRODUCT APPROVAL LS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. I- LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THr. PRODUCT AND SFAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE EEC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE RENEWED BY BUILDING OFFICIAL. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE WAMHDADE COUNT APPROVED GLAZING PROOUCIS MEETING ABOVE LOAD REQUIREMENTS. .STEP USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL ING USCHAR-,S ON SLEET 3 SELECT MILLION SIZE WITH STEP- 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. ISING ANCMAR TYPES ON SHEETS S THRU 0 AM ANCHOR CHARTS STEP ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED W STEP 1 ABOVE TUBULAR SHAPES i �-2.000 M10Y a 6063-T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SZES AND SPACING 27 3 v Zui7 PRODUCT REVISED asIwrrlpiYiN Wtth the Eioride lding NOMIo. 17-1121&14 ExpLratim Det.10/Z3/Y019 ,emu Z b e L � 6 1 Liles 0 g 9'" pggl"q _ 4aE �ZE_ 4692 J N Z O_ m zi 2 G 2 t� L., r 3 to n j 010 m Z Z3�m 7 3 n J v Q w mz d V. AN. 1, OF '.� drawing no. M14-01 •••••• • • • • • •••••• • •• •• •- ••••• •••• •••••• ••••• •••• •••• • • •••• •••• • •••••• • •• •••••• •••••• •••• • • 1.000 j� 1.000 j-- �2.00025 �2000—•1�.123—2.000-1-1.00 �tu '�.,25 �5' -{ t400 11 0r e n z r .125 .125 375 r " C — .125 .125 G 4.000 .1zs 4.000 4.000 M 0. 3.000 3.000 ,125 Q�jW 8.000 6.0. y C J W 3,5 375 .,zs .zso 0 .S C cLu g i o4ti U. - .9502 IN\4 IS = 2.0374 w\4 iS - 1.538 IN\4 It - 3A$78 IN\4 It = 29762 INV e S= .6335 IN\3 Sx 1.0187 W\3 S2 = 1.0254 %\3 SZ 1.5939 INN Sz - 1.4881 6!\3 i X 3 1 X 4 1 X 3 1 X 4 2 X 4 5TD. MULLION crr1. MlIL10N CUSTOM CUSTOM MULLON STO. MULUON a 8063-T6 6063-T6 6063-TS 6063-TS 6063-T6 f N Ix 8.2757 a1\4 It - 15-20M 1N\4 Z 21 SZ a 2275H IN\} SZ - 5.06'n INN O J � 2 X 6 2 X 6 STD. MUWON HaVY MULUON w 6063-T6 6063-TB Ww� r 3 on S om n 3 z �j J col J O .716 F---1.718 I � � .125 2.125 .125 1125 6 .1 Zs TIP. z. —�j ---------------- V- 550o— I^ 5.500 ---^7 •• ,. c 21.4 �2000—•i 0 - I OTCN NOTCHONAL 1/2.OFnONAL 1/Y.-IMIN. PRODUCT REVISED f7+ly w!M Fk.Ma1/2.Mt7. Cod•17.121&14gxpMM a. DateIOa /Y019 0P ANGLE CUP ON I M I� ..~ `� 6063-T6 6063-T6 3! /�j 1111j 011T1 \ ShEC! 2 of 9 epee epee•• • • • epee•• epee•• • • • • • • epee•• • epee•• i •• •• •• eeees epee epee!• epee• °••• eese • • epee ••!• •!epee • • • epee•• • epee•• • •• epee•• • epee • ee epee•• epee ! • •pee DESIGN LOAD CAPACITY - PSP (TUBE MLMUONS) rDIMS. IZ5 1%4 1 Z3 IZ4 2Y4 2%6 2Z6 ui.1 eou� M. STD. CUSTOM C09TOY; STD. STD. �HBAVY 26-1/2' 1. 37- 42' 4B' 38-3/6• 54" 80' 66' 26fr 30 37" 42' 46' 42' 54. 50' so" 72' 19-1/r 26-1/2- 30" 37' 42' 48' 50-rA. 60' 66' 26-1/Y 30' 37' 42' 49" 63' 54' 60' 68' 1 DESIGN MAD CAPACITY - PSP �DpLS• 1%9 1B4 17 w>,t sPaN STD. STD. COS 26-1/2' 30' 37' 42' 1. 74-1/4' S4' 60' 66" 120.0 120.0 12.0.0 120.0 1 26-1/2" 3W 3T 42' 48' 54" 80" Be M- 1. 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1 120.0 120.0 120.0 120.0 120.0 T20.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I W.0 120.0 120.0 120.0 120.0 120.0 120.0 1= 120D 120.0 120.0 1 120.0 19 26-1/2' 3W Tr 1. 48' W Be 66' M' 98' 12" 120.0 120.0 120.0 120.0 120-0 120M 120.0 12.0.0 1, 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120D 120.0 120A 120.0 120.0 120.0 120.0 120.D 120.0 1204 120.0 120.0 120.0 120.0 120A 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 26-1/2" 30- 37' 1. 46' 54" �" 66' 72- 106- 120.0 1120.0 120.0 120.0 120.0 1 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200. 1200. 108.3 111.5 1120.0 120.0 975 1003 120.0 120.0 88.6 912 120.0 120.0 81.3 83.6 1120.0 120.0 ALL LOADS ARE EXT.(+)/INT.(-). NOTE. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS 2 Z 4 1 2 Z 6 1 2 Z 5 STD. STD. HEAVY DESIGN IDAD CAPACRY - PSP (TUBS V=ONS) w2mM 1►DIMS. I ZS STD. 1Y4 STD. 1 %8 CUSTOM 1Z4 CUSTOM 2Z4 STD. 2Y6 STD. 2S8 HEAVY wont (1Y) MULL SPAN 19-1/8' 25-1/2- 30' 1. 42' 1. 1. W. 72' 120' - - - 59.9 56.0 120.0 120.0 - - - 43.2 40.4 110.2 120A - - - 3&2 35.7 97.9 12U - - - 30.9 28.9 79.4 120.0 - - - 273 25.5 89.9 120.0 - 23-8 22.3 $1.2 111.3 - - - 212 - 54.4 99.4 _ _ _ - _ 49.0 $9.5 - - - 40.8 74.6 19-1/8" 25-1/2' 30' 37' 427 48' 54" W. 132' - - - 45.0 42.0 116.8 120.0 - ; 3Z5 30.3 84.3 120.0 { 2&7 26.8 74.5 120.0 - 23.2 21.7 60.4 110A - 20.5 - 532 97.6 _ _ _ _ 465 55.4- 41.4 75.9 - 372 68.4 33.8 BV 31.0 57.0 19-1/8- 26-1/2- 46' 54' 1. 1. 1. 144' - - - 34.6 1 32.4 90.0 120.0 - - - 25.0 23.4 84.9 1192 20.6 57.4 1053 46.5 I BSA _ 41.0 752 - I - 35.8 85.8 - - - - - 31.9 585 - - - - - 2&7 526 - - - - - 25.1 47.9 - - 239 43.9 915( ROM HMaONUL MU.LMM AR SWE PROmDUCma T � 2 #I G- 421NG G11ZNG PROD= PRODUCT ' _ uULLION SPAN _ VMnrAL NUWON MAZM HPNAZNO w1 + w2 PROQUGT BEVISED Wlarrl (W) = 2-1 Buthfing e! MM Tns Fbnaa N OnNe. 17-1218.14 expkzmn Deep 10/23/2019 ,C �R AH, '17i,� •z7_ $ $ 3 d OF '•I drawing no. Ml4-01 •••• •• • . •• :0000• • • • • • 0*000 •••••• • • • • ♦ :a:**: • •••••• • •• •• •• • • • • • ••••• •••• •••••• • s • • • • •••••• • •••••• • •• •••••• • • • • •••••• •••• • • • • •••• DESIGN SHAD CAPACRY - PSF DESIGN LOAD CAPACITY - PST 11UMN DW. ANCHORS TYPE wLNwlw Dims. ANCHORS TYPE WIDTH (9) WJLL SPAN A2 A4 AS 32 B4a Rob WIDTH (W) MULL SPAN A2 1 A4 A6 B2 Boa Bob 19-1/8' 26-1/2• 30' 3T 42- 48' 54' W. 66' 72- 38-3/8' 120.0 M.0 120.0 120.0 120.0 120.0 19-1/8' 26-1/2- '. 37' 42' 1. 1. 80- 66- 72' 1 74-1/4- 120.0 120.0 120.0 101.4 120.0 120.0 120.0 120A 120.0 120.0 120.0 120.0 1142 120.0 120A 732 105.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 100.8 { 120.0 120.0 54.6 93.1 120.0 120.0 120.0 120.0 101.4 120.0 120.0 818 120.0 120.0 57-4 755 104.8 120.0 t20.0 120.0 89.3 120.0 120.0 72.0 120.0 120.0 462 685 92.4 120.0 120.0 120.0 7&2 112.6 120.0 63.0 109.9 120.0 40.4 532 80.8 10&4 12010 1210 695 100.1 120.0 56.0 97.7 120.0 359 51.7 71.8 97.8 ! 120.0 120.0 62.5 90.1 120.0 50.4 $7.9 120.0 32.3 46.5 I 54.0 8&7 10 120A 56.9 81.9 513.7 45.8 799 119.9 29.4 423 5&8 81.3 120.20. 0 120.0 52.1 75.0 1042 42.0 733 f09.9 26.2 3" 53.9 19-1/8- 28-1/2' 30• 37' 42. 48' 54' 60' 1. 72' - 42' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/6- 26-1/2' 30- 37- 42' 48 54' W. 66' 72- 84' 120.0 120.0 120.0 69.8 120.0 120.0 120.0 120.0 120.0 120.0 1z0.0 120.0 1ODA 120.0 120.0 84.7 932 t20.0 T20.0 120.0 120.0 114.3 120.0 120.0 89.1 120.0 1 120.0 57.1 $2.3 1143 120.0 120.0 120.0 927 120.0 120.0 72-3 120.0 120.0 463 66.7 927 120.0 120.0 1 12C0 81.6 117.6 120.0 83.7 111.0 140.0 40.8 W91.6 111.4 120.0 120.0 71.4 102.8 120.0 55.7 97.1 120.0 35.7 51.4 71.4 99.0 120.0 120.0 835 91.4 120A 495 683 120A 31.7 45.7 83.5 89.1 120.0 120.0 37.1 823 114.3 44.6 77.7 118.6 28.8 41.1 57.1 81.0 120.0 120.0 51.9 74.8 103.9 40.5R12O.0 106.0 20.0 37.4 51.9 74.3 120.0 120.0 47.6 68.6 95.2 37.1 97.1 232 34.3 47.6 19-1/8' 26-1/2' 30• 1. 42- 48' 54. W. 66' 72' 50-5/8- 120.0 120.0 120.0 120.0 120.0 12d0 19-1/8' 25-1/2" 30' 37- 42 48' 54- 60' 66' 7Y 96• 120.0 120.0 75.4 1129 120.0 120.0 120.0 120.D 107.3 120.0 120.0 8&3 120.0 5&6 815 1132 120.0 120.0 170.0 94.8 120.0 120.0 78.0 120.0 50.0 72A t00.0 119.9 120.0 120-0 76.9 110.7 T20.0 -63.2 126.0 405 58.4 81.1 105.7 120.0 120.0 67.7 97.5 120.0 55.7120.0 35.7 51.4 71.4 92.4 120.0 120.0 59.3 55.3 118.5 48.8 55.0 120.0 313 45.0 62.5 822 120.0 120.0 52.7 7&9 105.3 433 75.5 113.3 278 40.0 53.6 74.0 120.0 120.0 47.4 6&3 94.0 39.0 6&0 102.0 25.0 3&O 50.0 672 117.2 120.0 43.1 621 56.2 335 61.3 W-7 22.7 37-7 45.5 81.0 107.5 120.0 39.5 5&9 79.0 325 S6.7 83.0 208 30.0 41.7 19-1/8- 26-t/2' 1. 37• 42' 48' 54• 60' 66' 72• 6Y 120.0 120.0 120.0 1195 120.0 t20A f9-1/8- 26-1/2' 1. 37- 42' 48' 54- 80' 66' 72- 108' 1068 12U 120.0 69.7 100.4 1204 120.0 { 120.0 12D.0 06.3 120.0 120.0 785 120.0 120.0 503 72.5 100.8 11&9 120.0 120.0 75-2 f09.7 120.0 693 120.0 120.0 44.4 "0 53.9 96.4 120.0 120.0 61.8 %.0 120.0 562 98.0 120.0 36.0 519 72-1 84.9 120A 120.0 1 54.4 7&4 10&8 495 683 120.0 31.7 45.7 63.5 74.3 120.0 120.0 47.8 6&8 952 433 75.6 113.3 278 0 55.6 66.0 115.1 120.0 42.3 61A 84J 385 672 100.7 24.7 6 49.4 59.4 1038 120.0 3&1 54.9 76.2 34.7 60i 80.7 222 0 �29.1 44.4 S4.0 94w. 120.0 34.8 49.9 99.3 315 54.9 82.4 202 40.4 495 863 120.0 31.7 1 45.7 635 289 50.4 75.6 - 215.7 37.0 v ALL LOADS ARE EXT.(+)/INT.(-). NOTE ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOL.A7ION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS Dffi(31 LOAD CAPACITY - PSF WINDOT DW. ANCHORS TYP 26-1/2' 30' 37- 1. 48' 1.34.7 60- 06' 1z0' 70A 120A 1 120.0 453 1 65.2 1 90.0 624 1088 120.0P25.0 57.8 i 80.0 50.6 882 120.0 46.7 54.9 K.6 77.7 i 18.5 41.1 57.1 39.0 68.0 I= 36.0 50.0 60.4 90.7 32.0 44.4 312 54.4 81.6 2" 40.0 2&4 495 74.2 262 36.4 28-1/2' 3O. 37' 1. 48' se315 80' 1. 132' 642 111D 12MO 41.2 593 823 58.7 9&9 120.0 3&4 52.4 72.7 4&0 802 120.0 29.5 42.5 59.0 405 .6 106.0 2&O 37.4 51.9 355 8 927 22.7 49 !449-5 82.4 202 29.1 j 40.4 2&4 74.2 28.2 j 36.4 258 45.0 67.4 23.8 33.1 26-1/2- 1. 37' 42' 46• 144- 54' 60' 66' TYPICAL VF3iiICAL z 3 NC 7 v1m ( ARC H'9 TO LE INX Bm TYPICAL �65SOE RM M10" SWPE CAK � NORQONTAL MAS1011 N t3 M15 �.V O � q Lod LL stop a ~ O W paoo� yaS� C <�if TTPI(X ANp10R5 o Y n I mfJ% :)N SPAN TYPICALMULLION ARRANGEMENTSARRANGEMENTS WIDTH (Y� W1 Wz ``5511111111111j''' •'S?C, 3f •'•• 2 Y: PRODUCTREVISED with the Florida BW931ny Cod NOA-Wo. 17-1218.14OF •. dro ng no. 710""on Dab l_ O(23i20i9_ A M'i4_01 1 •••••• • • • • •••••• • •• •• •• ••••• •••• •••••• ••••• •••• •••• • • •••• •••• • •••••• • •• •••••• •••••• •••• • • TYPICAL ANCHOM 2 PER CUP (i ON EACH WING) 014 SMSJ I 1-3/4. O.C. MIN. I 4 PER CLIP i 3 h ANCHORS TYPE 'A2' 1 PER TYPIGIL At LYIP INSIDE NULL /14 SMS 1-3/4' O.C. MIN. 2 PER ANGLE ANCHORSTrPICAL 4 PER CUP (2 ON EACHWING) 2 PER ANGLE i I I� II I I II 11 1 I 11 II V 4 I FLOATING CUP 11 u SNUG FIT 2790E MULL t! I I 114 SMS I I I #14 SIAS 1 I 1-3/4' O.C. MN. 1-3/4' O.C. MIL 4 PEP. CLIP 2 PER ANGLE ANCHORS TYPE 'A4' OMNI;R m\ oft 2x 2 X1/6- AWM ANGLE TYPICAL ANCHORS: r ANCHOR TYPES SUBSTRATE MIN. EMBED. MN. EDGE OLST. 11/4- DW ULTRACONS BY 'ELCO (Fu-177 KM, Fy-155 MR) CONCRETE 1-3/4- 2-1/2- 1/4- DW SELF DRILLING SCREWS (0114DE 3 CRS) 1/5- 1 3/4- CONCRETE - Yc - 3000 PSI MIN. METAL - 1/6- MIN. THC. STEEL Fy - 36 KSI MIN. 1/B' MIN. THK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX OR FIAT HEAD. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. CUPS OR ANGLES COWNECTED DIRECTLY TD MASONRY TC BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PLANT CR WATER -WHITE METHACRYLAT-c LACOUETL rY �L1'AN,A A ± 1 PRODUCT REVISEDorma i oacomes a 17-121A 14 _ �� Egat,atioo Date 10/2312019 tE OF Iu� 1 drewing no. /Will %,11M��`` sheet 5 of 9 •••• •••••• • • • • • •••••• • •• •• •• ••••• •••• •••••• ••••• •••• •••• • • •••• •••• Gee • •••••• • •• •••••• 000000 • • • • • • • • •••• Z TYPICAL ANCHORS TYPN'AL ANCHORS 3 PER ANGLE 0 a 8 PER CLIP (3 ON EACH WING) )- \ V I I Av COLI C 7 OUf,4 /� • ,, 1 I 1 1 I I 048 i ------- _J i V I I SMS 1 i FLOATING CUP I 1 SNUG FIT INSIDE MULL L1 U j14 SMS I I ALUM2AX 1/3' g '. ��yymmt Li Z 014 1-3/ fi PER MCUP I I 1-334PER ANGLE I I I vZ O�pp Q Y1Q E 0 z_j Z O N W co 4 Q r oo S `A6' � 0 °'j2 1 ANCHORS TYPE Z Z 3� m f 3 z gg CONCRETE - Fc - 3000 PSI MIN. METAL - 1/B" MN. THK STEEL Fy - 38 15I MN. Q Pi V IOw ,.. 1/e MIN. THK ALUMINUM (60045 MIN.) lil mu ANCHORS MAY EE HEX OR FLAT HEAD. O 1 ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALXALI-RESISTANT COATINGS. SUCH AS BRUMINOUS PAINT OR WATER-WHn )AMIACRYIATE LACQUER c n o� m� o 1 im 10 0l^ 'S = ooi UCT nmvp�r1I�nq.��FkWWN "R Code N� i7-127814 0t23120'19 OF ;� � Crewing no. laplratbn D• Mla uM�, Ysj�'i�L 1 t\\\\ sheet 6 of 9 TYPICAL ANCHORS: ANCHOR TYPES SUBSTIOQE MN. EMBED. MIN. EDGE DtST. 1/4' DIA ULTPA4oNs BY 'ELCO' (F�1n 16L Fr-135 XA) CONCRETE 1-3/4• 1/4' VA SELF IXt0.1JNC SCREWS (GRA9E S CPS) �� 1/g' 3/4' • ...... . .. ...... ...... .... . . ANCHORS 2 PER CUP 0 ON FTYPICA�1 M� 1 PER ANGLE OR ti 7 11 1 I 7 II II 1t 1111 II 11 u 1 1 1 I I [FLOATING CLIP I I I I c 2 X 2 X 11W I I SNUG FIT INSIDE MOLL u U ALUM ANGLE #14 SMS I 1 #14 SMS I I 1-3/4O.C. MIN. I 1 1-3/4' O.C. MN. I I 4 PER CLIP 2 PER ANGLE 3 Y ANCHORS TYPE 'B2' TYPICAL ANCHORS TYPICAL ANCHORS 4 PER CUP (2 ON EACH WINO) 2 PER ANGLE OR IL IIl a I I FLOATING CUP /2X E� SNUG FIT INSIDE 6ULL :U ALUMANGL +I4 SMS114 SMS I I J 1-3/sO.C. MN. ' 1-3/4C.MN 4 PER CUP 2 PER ANGLE NCHORS TYPE 'B4a' Z g " s 2 2 V � 0to V QillG J O^il QbOE�' J $ z 0 N TYPICAL ANCHORS: w ANCHOR TYPES SUBSTRATE JUN. EL®. MN. EDGE DIST. LU { Dhl ULTRACONS BY 'ELCO• MASONRY 1-3/4' 2-T/2' (Fu-177 KSL Fy-155 KSI) MOOD 1 1-1/2- 1' O 7 H into t m Q A. pM WOOD . 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. 0.55 WIN. j td lI MASONRY - C-90 HOLLOW/RIM BLOCK f m - 20DO PSI MRZ BY OR 29Y WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAJN LOADS WPOSED BY GLAZING SYSTEM AHD TRANSFER J Q Opp 0 THEM TO BUILDING STRUCTURE. W m ANCHORS MAY BE HEX OR FLAT HEAD. _ 1/ PRODUCT REVISED a t:omolyT�9 -"b ho fl B`tda E-: 17-1218.o14 6mimfion DM6 0/ 12019 Of •(y`� drawing no. s�;' • • °P M 14-01 •••••• • • • • • •••••• • •• •• •• • • •••• •••• • �y.v z a•= ANCHORS TYPICAL ANCHORS Q n z 4 PER CLIP (2 OWN EACH wm) 2 PER ANGLE � � x 3 � �� F411�ELdEK\ R og�`� J W • U Odin;; o z W w ® ii it gioo — q ------ I I I FLOATING CUP I 11 /2X xt/8`o -------------t I I I SING FIT INSIDE MULL u U ALUM ANGLE HIM f14 SMS I /14 SMS 1-3/4` O.C. MW. t I i-3/4` O.C.MW.aPER CLIP 3 PER ANGLE a ot i Q g N J � ZIJ 6 I� g i (yam w m ' N �a ~ 3 Z;; ,YPK;AL ANCHORS TYPE `B4b' �1 a• W000 = 2BY WOOD BUCKS OR WOOD SFRUCNRE S.C. 0.55 MIN. j a m 12 MASONRY - C-90 H011.CW/FLLED BLOCK I'm a 2000 PSI MIN. Z Z 3 3 z [BY OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q O 'o w J THEM TO BUILDING STRUCTURE W m E k+ ANCHORS MAY BE HEX OR FLAT HEAD. 0 `F m� c old to c - lo 0� �A n PRODUCT REVISED •s�r gwith the Florid• 81ald�' d-ods rtoA-4t•, 17-1218.14 awr•tion Daft 10f2=019 •' � drawing no. M 14-01 ss �GeS MIA Act Contro ++++��+�-L\\\� sheet 8 of 9 TYPICAL ANCHORS: ANCHOR TYPES SUBSCRATE R1. (BMB©. MIN. EDGE DLST. 1/4` DIM. ULTMCONS BY 'E1C0' {Fw17T 161, Fy-155 K9} it450NfiY 1-3/4` 2-i/2` W000 1-i/2` 1` a ••••s ••a• •••••• • s a•••i •••• •••• • •a•••• • •• •i •••• • • • • •••a•• •••• • • • •••• }14 SMS TUBE MULLION BEE OWFOR QVANRBES 'I r ------- _ ANCHOR I NO. OF CHAT /14 FH BUS TYPE A4 2/ SIDE 4 r/a mac ALUM dawNa LFNCTM TO FITSNUG INTO MULLION �FTLfW MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAW( JOINT AFTER ASSEMBLY #14 FH SMS 1-1/2- O.C. MIN. ACCESS HOLE FOR SEE OOM OUANNOES mS SCREW CAN BE I I INSTALLED IN EITHER I I #14 FH SMS I DIRECTION q� ® i 2 PER CUP li 1' O.C. MIN. i 1 1-3/4- X 2- X 1/8• (FOR 211Y TUBE) 3/4• X 2• X 1/8- FOR (18- TUBE] ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL it METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. MIN. EDGE GIST. MIN. CL TO CL SPACING ALUMINUM 5/8' il PRODUCT REVISED as comolvirm with the Florida Building Cod• NOA,Ka 17-1218A4 Expirallon Data 10/23=18 By , BRa act N C) g Z O J � n 2� w m cn a 3p mn F. 0 z Z 3 t.- m i 3 z-I -I O o q a W� w mm \\\\\11I1e1I1 I4 A. TTA// _ CFI drawing no. M 14-01 •••• •••••• • • • • • ••••• •••• •••••• ••••• •••• •••• • • •••• •••• • •••••• • •• •••••• •••••• •••• • • M IAM MADE MIAMI—DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION D"ION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Eco Window Systems, LLC 8502 NW 80`h Street Medley, FL 33166 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 "Eco-Guard 50" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W12-40, titled "Eco-Guard Series-50 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 4 of 4, dated 07/18/12, with revision "B" dated 07/20/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-1212.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-0809.37 MIAMNLMME COUNTY Expiration Date: November 21, 2022 , � 1,� T'I Approval Date: October 26, 2017 ,, ) i Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W12-40, titled "Eco-Guard Series-50 Alum. S.H. Wdw. (L.M.I.)", sheets 01 through 04 of 04, dated 07/18/12, with revision "A" dated 11/25/14, 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, Type "A -A" Window, Grade 10, Level LV 1 per ASTM F 588-07 and per FBC 2411 3.2.1, TAS 202-94 • • • • • • 7) Standard Test Methods for Deglazing Force of Fenestration • • • • • • Products per ASTM E 987-88 (2009) • • : • • • • • 8) Standard Test Methods for Determination of Operating Force of • • • • • • • • Sliding Windows and Doors per ASTM E 2068-00 (2008) • • :.:..: along with marked -up drawings and installation diagram of a single hung window, .:.... . .. .. .. prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6951, dated ..... • .:.. • 000000 07/02/12, signed and sealed by Marlin D. Brinson, P. E. • .. ; .. .... .... (Submitted under previous NOA No. 12-0820.08) :....: .... .... • •••••• C. CALCULATIONS • • • • • • 1. Anchor verification calculations and structural analysis, complying with FBC 51b • • • • • • • • • • • Edition (2014), dated 11/18/14, prepared by Al-Farooq Corporation, signed and • • • • • • • • • • sealed by Javad Ahmad, P. E. •••••• •••• • • • 0000 • 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). / rge M Plasencia, P. E. Produ6t Control Unit Supervisor NOA No. 17-0809.37 Expiration Date: November 21, 2022 Approval Date: October 26, 2017 E-1 ...... . . . . ...... . .. .. .. ..... .... ...... ..... .... .... . . .... .... ...... . .. ...... ...... .... . . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5' Edition (2014), and of no financial interest, dated November 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. FTL-6951, issued by Fenestration Testing Laboratory, Inc., dated 07/02/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.12-0820.08) G. OTHERS 1. Notice of Acceptance No. 12-0820.08, issued to Eco Window Systems, LLC for their Series "ECO-Guard 50" Aluminum Single Hung Window — L.M.I., approved on 11/21/12 and expiring on 11/21/17. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W12-40, titled "Eco-Guard Series-50 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 4 of 4, dated 07/18/12, with revision "B" dated 07/20/17, 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 51 Edition (2014) and FBC 6" Edition (2017), dated 07/19/17, 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). Jorge 1VL Plasencia, P. E. Pr net Control Unit Supervisor NOA No. 17-080937 Expiration Date: November 21, 2022 Approval Date: October 26, 2017 E-2 ...... . . . . ...... . .. .. .. ..... .... ...... ..... .... .... . . .... .... ...... . .. ...... ...... .... . . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5'h Edition (2014) and FBC 6th Edition (2017), and of no financial interest, dated 07/19/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises and renews NOA #14-1212.02, expiring on 11/21/17. Jorge M. Plasencia, P. E. Pr duct Control Unit Supervisor NOA No. 17-0809.37 Expiration Date: November 21, 2022 Approval Date: October 26, 2017 E-3 •••• •••••• • • • • • •••••• • •• •• •• ••••• •••• •••••• ••••• • • • • • • •••• •••• • •••••• • •• •••••• •••••• •••• • • • DESIGN LOAD CAPACITY - PSF FLANGE DIMS. 5/18• LAIL GLSE WIOTH I HEIGHT EXT.(+) 1NT.(-) 19-1/8' 28-1/2• 37' µ' 53-1/e' 19-1/8' 25-1/2' 37' 53-1/8' 26• (4) 38-3/8' (4) 55.0 BOLO 55.0 W.0 55.0 60.0 55.0 60.0 60.0 r5580.0 .60.0 60.0 I WA19-1/8' 28-1/2' 37' µ' 53-1/8' 50--5/8' (5) 80.0 55.0 BOLO S5.0 W.0 55.0 60.0 55.0 110.0 19-1/8" 26-1/2 37' µ' 53-1/8' (5) I 55.0 BOD 55.0 80.0 55.0 I 50.0 5.'SO 8c.0 55.0 W.0 19-1/8' 26-1/2' 37' µ" 76' (6) 55.0 60.0 55.0 W.0 55.0 60.0 55.0 60.0 • 5 NO. IN PAREWHE5INDICATE NO. OF ANCHORS PER JAMB. m1m77 .090' Intrlayer Sa!lex Clear And Color (;k= By 'Est- CHemkd Co.' T-1/8" ANN. GLASS SILICONE z im I DOW 899 (,6 \ 11 23 N / GLAZING DETAIL ECOECO-GUARD SERIES-5 ALUMINUM SINGLE, RUNG I9INDOiY DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE 53 47 3/4• D.L.O. (FIX. 5 1/2• MAX. 10 1/ MAX. HEAD HEAL CORNERS A m /, 0 i/. N 6 / I I \ O \ w L o ____I __ T•---_ II� N, 11 11 FALSE MUNDNSJ NO ANCHORS AT SILL (SURFACE APPLIED OPTIONAL JJ 47 3/4' 50 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE TESTED UNITS COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINCOWS USING MVOAI-DACE 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 YAM THE REQUIREMENTS OF THE 2014 (5TH EDMON)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR ZBY WOOD BUCKS h BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS SHUTTERS ARE NOT REQUIRED. AND INSTALLED PER MANUFS 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. 111'1t1�11111111Y7 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT UMTTFD TO STEEL/METAL SCREWS, THAT PRODUCT REVISED = COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE •s comphrino with the Florid• REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE ✓4 ADOPTED STANDARDS. Building LLaadd•: i!7 NOTE: GLASS CAPACITIES ON THIS SHEET ARE THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NOA-No. 17-0809.37 I _ BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECENING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. Expiration Do i/21=22 P BY�A.Ay'..,"' ATE OF '�i �20R101;.•' DECLARATORY STATEMENT DCA05-DEC-219 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL Miam uet n 7jAA1 IAjj11111 o v 'I IyW�� (n�0 6 On A N E2 om N z3 3z6,' O NJ O s Wcc�� ml cli I drawing no. W12-40' • • • s • •••••• • ••••• •••• •••••• ••••• •••• •ff• • • •••• •••• •••s•• • •••••• •••• • • f•s• TYPICAL ANCHORS rI MWA__ __ __—= I I -DADS COUNTY APPROVED I I j IMULLION & MUWON ANCHORS Ij I,SEE SEPARATE NOA it EDGE I� DIST. �I L ___ 1 -____ TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE El". FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. T"ICAI. ANCHORS: SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1 /4" DIA. TAPCON BY 'RW' (F,125 KSL Fy-100 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4' DIA. ULTRAC04 BY 'ELCO' (F-177 Ksi, Fy--= Ksl) INTO 20Y WOOD. BUCKS OR WOOD STRUCTURES E 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) RU 16Y BUCKS INTO CONC. OR CKS 2 OPTIONAL TO 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) SPRING LATCH 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) O 1-1/4" MIN. EMBED INTO CCNCRETE (HEAD/JAMBS) a O $ 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) a W 4 14 1/4' Mk TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) E" IN70 METAL STRUCTURES (HEAD/JAMBS) 5 I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE j to ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEED 1/8" THK. MIN. (Fy = 36 KSI MIN.) I 1 (STEEL IN CONTACT WI1H ALUM NL*M TO BE PLATED OR PANTED) TO #14 SMS DR SELF DRIWNG (GRADE 2 ORS) INTO MIAMI-DADE COUNTY APPROVED MULUONS $ s (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE - ALUMINUM: 1/8" THK. MIN. (6C63-T5 MIN.) (NO SHIM SPACE) y" STEEL,: 1/8' THK. MIN. (Fy = 36 KSI MIN.) (NO SHIM SPACE) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w TYPICAL EDGE DISTANCE 13 INTO CONCRETE AND MASONRY - 2-1/2" MIN. I INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. IS i3 WOOD AT HEAD OR JAMBS SG - 0.55 MIN. I I 13A CONCRETE AT HEAD OR JAMBS f'c = 3000 PSI MIN. O C-90 GROUT FILLED BLOCK AT DAMES f'm 20M PSI MIN. ale d° ° PRODUCT REVISED 70594 . _ d as COt11Plyylllg with thf P10lIda - a ' Building Cods 11OA No 17-0809.37 '•• SEALANT: ExpirotlonD 11/21/202'1 OF ° ALL JOINTS AND FRAME CONNECTIONS SEALED WITH / �y .... By � 3/4' LONG AT EACH WEEP NO -CH END JOINT SEALER. A_J/Q A ra A MI•m a roduct Cont rrrrTL ttt\\ Z a C V! it E Oa O -abs It W J ICOE OD i 0 n =�W R W 4 QJ v� Q 8- Z3u 3zo CD() O n 8 W (OM drawing no. 11 W12-40 •••• • • • • • • • f •••••• • • • • • •••••• • •• •• •• ••••• •••• •••• • • •••• •••• • •••••• • •• •••••• • • • • •••••• •••• • • •••• ul g N n m a M o O o 0 It OO IL O Q g 0 jjbC N3 0 I&M-OADE COUNTY TYPICAL ANCHORS 4 0 @ APPROVED MULLION SEE ELEV. FOR SPACING .L op SEE SEE SEPARATE NCA�-- Q m f F C---7 I I I � J I I II IIy FF 11 RIF- L_--} Nf0 Q 8M w voow WIDTH . l wwoow WIDTH Z `° -i E 3 TYPICAL ANCHORS 3 N SEE ELEV. FOR SPACNG V o W O W m� O 1/4' MAX. 1/4' MAX. 1/4' MAX. 1BY SHIN 511:M5 yppp SUCKS SHIM VENT WIDTH 18 -- 7 _ - 20 o, • TYPICAL ANCHORS SEE EIEVµ� SEE ELEVSPACING FOR SPACING FOR SPACING .. a xl�l VEEASTRUC -- n b,11,TLI1f I,N,,,, 4 EXTERIOR r ��PQ AN 7 D.L OPC. PRODUCT REVISED 70592 as co plylnp with Ma FbrNa Buildln Cod• vnrvoow WIDTH MOA-No. 17-0809.37 ? a._ Explrapon Dat• 11/21/2022 �Q•'•, ATE OF drawing no. ORLDR:., w�2-4o Mla roue on ,'�X7SN�J%�i.11�`` sheet 3 Of 4 1'T®1 / PART / RRCD. DI+SCRD"PION YATERGL MANP./SUPPLffii/S81tA8S5 1 E61 ] FRAME H£AD 6083-T6 - 2 EST 1 FRAME SILL 6063-T6 - 3 fTi3 2 FRAME JALB 8083-TB - 4 ES4 1 FIXED MTG. RAIL 6083-T6 - 3 E56 1 VENT TOP RAIL 6063-TB - 6 E78 1 VENT BOTTOM RAIL 6063-T6 - 7 �7 z vFrvT SIDE Ron eo63-r6 - 8 E`_8 AS READ. GLAZING BEAD (6/18' UM. CUSS) 600.1-TB - 9 E69 2/VENT SASH STOP 6C83-TS - 12 SL203P 2/vEM' SWEEP LATCH 7AAIAX SULLNAN � ASSOC. 17A #B X S/8' 2/ LATCH LATCH INST. SCREWS 5T, STEEL FTI SNS 13 FY-113 2/ VENT SPRING LOADED LATCH 8083-TB ALTERNATE TO SWEEP LATCH 13A - 1/ LATCH LATCH SPRING 5T. STEEL - f4 �18 X 1' � AS REDD. FRAME 6 VENT ASSEMBLY SCREWS CRS PH SNS 15 E207 � AS REOD. BOTTOM fNAn SEAL - SERIES 101 NEOPRENE ULTRAFAB 18 E203 � AS REOD- GLAZING BEAD BULB SANLOPRENE ULTRAFAB 18 W23161 AS REQO. FIN SEAL W'STPoPPIN6 - ULTRAFAB 20 - 2/ VENT BLOCK AND TACKLE BALAYCE - - 21 E60 2/ VENT SASH CAM NYLON - 22 BOX SCREEN - OPTIONAL 2} - 2/ LITE SETTING BLOCK EP(NA DUROMf'1TR 65t5 SNORE A •••••• • • • • • •••••• • •i •• •• ••••• •••• •••••• • • ••••• ••i• •••• • • • • • • •••• •••• • •••••• • •• •••••• • • • • • • • • •••••• •••• • • • • •••• , 236-j {L� lyVj 7Yp. Z • 3 r.082 p a J 1.344 `^ 31 2133 .N2 U, l.a2s —T I F z •g i .875 j � V Q 19 FRAME HEAD .625 ^RIL G lu of FRAME JAMB a O 0: p a.00 625 p0 N z O O50 1.7 r al 19 .324 I Q W ja! E I .625 .OSO TYP. t 1 062--' I Q 4l W f F--1.061 769 Q FIX. MEETING RAIL Q GLAZR4G BEAD J R VENT TOP CORNER t.oso ,.zo3 � 056 1.125 FRAME TOP CORNER 1.750 .oho 1W. .625 I 87s ~ W .384 V),0 �1L.062 L O S M vi .875 !- Q VENT SIDE RAIL Z m 3 Os VENT TOP RAIL. Z c o 1.695 1 3 w ms .DE2 1.016 .825 .082 056 1.869 O SASH STOP 1.125 TYF. --1.247- / 'P .875 gl� © VENT BOTTOM RAIL 1445 l2sa .alb VENT BOTTOM CORNER . n 2251 r,963 `1�IL' `1111111111///� / 1.768 13 SPRING LOADED LATCH .052FRAME BOTTOM CORNER + 2.448 : n PRODUCT REVISED o as compto with the Florida Nailding OA-No. a 17-0$09.37L - {2' :• ( • * x $ 4 TYP. - 6ptratlon Da 11/21/2022 A7E OF • dsowing no. FLORIDR•' �i / � s, W12-40 2.357 Mla a' P' uet nt �p//�d` sheet 4 of 4 0 FRAME SILL MIAMFDiADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mi2midade.g2y/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 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 "Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling • : • Wdw. (L.M.I.)" sheets I through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al- • • • •: " ' ; •". Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product ' ' ; • • Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade • • • • • • • • • • County Product Control Section. •' ' • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •' • • " • " LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, •":" "" """ model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise ""' "' • • • • • noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been ' ' ' " " • no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change • "" ; • " • in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement """ •""• ' ' of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure • • • • to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 17-1102.23 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-1220.07 MIAWDADE COUNTY Expiration Date: May 27, 2024 Gj Approval Date: January24, 2019 J /I tD 1 + Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 1. EVIDENCE SUBNIITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA#14-031 7. 01) 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • • • • • • ...... . . . . along with marked -up drawings and installation diagram of a XOX aluminum • • • horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test • • • • • • • Report No. HETI-08-2226A, dated 01 / 15/09, signed and sealed by Candido F. Font, ..... .... P.E. • ...... ; (Submitted under NOA#09-0312.08) • • • • • • • • • • • • • • • 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 • • • • • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • • • • • 0 along with marked -up drawings and installation diagram of a XOX aluminum • • • • • • • • • • • horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test • • • • • • Report No. HETI-08-2226B, dated 0l/15/09, signed and sealed by Candido F. Font, ...... .... . . • • P.E. • • • • (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuel P r P.E. Product Contro Ea finer NOA No. 1 1220.07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED B. TESTS (conpiu D) 5. 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • • • along with marked -up drawings and installation diagram of a XOX aluminum • • • • • • • horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test • • • • • • • ` ` Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, ...... • . . P.E. _ ` ` ` ` ` • ` (Submitted under NOA#09-0312.08) • `• ` ` • `• • • `• • `• 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 • `•: • ` • `• ` •""' 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • along with marked -up drawings and installation diagram of a XOX aluminum • '"' "• horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test ' ' ":' •' Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, ...•.. . •• ...... • • • P.E. ` "•' ' " (Submitted underNOA#09-0312.08) `•'"` "" ' ' 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuel Per , .E. Product Control m' er NOA No. 1 0.07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5m Edition (2014), dated 07/08/15, complying with FBC 61 Edition (2017), dated 10/12/17 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. 16-1117.01 issued to Kuraray America, Inc. for their .... "Trosifol® Ultraclear, Clear and Color PVB 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 .. ••.. ':"': "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on ' 07/04/18. ...... . .. .. .. ..... '.:..' :..:.. F. STATEMENTS ' • • ; • • • • . • • . • 1. Statement letter of conformance, complying with FBC 51h Edition (2014), with FBC 61h • • ' *see • • • • � • Edition (2017), and of no financial interest, dated October 12, 2017, prepared by Al- ; • • • • • Farooq Corporation, signed and sealed by Javad Ahmad, P.E. •..... ' . .. ...•.. G. OTHER • ; • • . • . • . • • • ; 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC for their • • • • • • Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 09/03/15 and expiring on 05/27/19. Manuel PeGIOW71 . Product Control E NOA No. Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-3 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE ••.. 1. Miami -Dade Department of Regulatory and Economic Resources (RER). :. • • • : ' • . ". E. MATERIAL CERTIFICATIONS ' ' .•...: ' ' 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PV 3 Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their •":" "" """ "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on . . .... •••• 07/04/23. F. STATEMENTS •••••• • •• •••f •• 2. None. " • •' • • • • • G. OTHERS ""• 1. Notice of Acceptance No. 17-1102.23, issued to Eco Window Systems, LLC for their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 01/11/18 and expiring on 05/27/19. Manuel Perez .E. Product Control Exa ine NOA No. 18-12 . 7 Expiration Date: May 27, 2024 Approval Date: January24, 2019 E-4 sees•• sees•• • sees•• sees• sees• ••••a• sees•• sees•• 3 1/2- MAX. HEAD/SILL CORNERS 72" WINDOW WIDTH 4' II II 11 II 'I I� ii II II II E I' D II II II it ii I' 'I i� l _4F= 1 B 3 1 I • c • : • • F4.SE MUNNNS (SURFACE APPLIED)E31 1 /4" 32 3/4' MAY BE U@W: • • D.OPG. D.L. OPG. • • • • • • 35 3/8' • • • • • VENT WIDTH sees sees•• x in 3 1/2' MAX. M z HEAD/SILL in v CORNERS "no3 n _ gto LO— z 3 > IN WINDOW WIDTH 10 5/6' MAX. 4' HEADNSILL A CORNERS4 3 II II II II II II II II I 1 B 1 I 3 (2) ANCHORS AT MTG. STILE ENDS TYP. ,--(4) ANCHORS READ. FOR SIZES AND LOADS MARKED WITH 'e ON SHEET 2 ONLY ___T FALSE MUNTINS 32 3/4• 32 3/4' �ECO—GUARD SERIES-200 (SURFACE APPLIED) ALUMINUM HORIZONTAL ROLLING WINDOW MAY BE USED D.L. OPG. D.L. OPG. 36 7/8' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER VENT WIDTH CHARTS SHOWN ON SHEETS 2. TYPICAL ELEVATIONS • • t • • •. • sees •••• • e••••• • i Ti1ESE• WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. -R TO QUALIFY FOR SMALL MISSILE IMPACT RATING S1-RfiERS ARC N QUIRED. 'C' • • • • • t EXTERIOR PLY OF GLASS TYPE MUST BE TEMPERED ••• 1/8" HEAT STREN'D. GLASS .090' Interlayer Trosifol PVB By •Kuraray America, Inc.' 1/6" HEAT STREN'D. GLASS SILICONE a F DOW CORNING 899 a GE SCS 2000 z m z En rn I 23 10 29 AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY GLASS TYPE 'A' " HEAT STREN'D. GLASS 090' lnterlayer -SentryGlas , By 'Kuraray America, Inc.' r-1/8' HEAT STREWD. GLASS SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY GLASS TYPE 'B' /8' HEAT STREWD. GLASS 5/16' AIR SPACE APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MLAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH ED(TION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. 1/8' HEAT STREN'D. GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE 090' Interlayer MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Trosifol PVB A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. By 'Kuraray America, Inc-' ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. 1/8' HEAT STREN'D. GLASS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE CARDINAL XL REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. EDGE SPACER THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ST' STEEL FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY z m OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR rn SILICONE WATER INFILTRATION RESISTANCE ETC. DOW 899 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, o O 2 i AND TO BE REVIEWED BY BUILDING OFFICIAL91 11 L 1 ! 1 I I I Fs eF^,•. r:;i�* w`:t$ ?}.i ?I�7t't$c �� ..�/j/ =��- to--_ •�, 18• l Di �( D.2_ 1�O:I0C RF.V° ;} _ 70592 0 as camplys� i ; a, ecr 29 BII 6uiliirg Ca to ) i-X;..�:z .;t F'7 �.''!!-:n 'i'•.: AS:. p. sra.. ;ya 1 1- 1171- : SETTING BLOCKS AT 161 AT 1 4 POINTS 1~ uetiaa kale 29 / LAM. GLASS AND INSUL .GLASS P �1ts1.t4J.�{ %®'•. OF ALL SIZES NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS BY � GLASS 'TYPE `C' Miaa•.,�Pr�-;aCc;�,et ,ins •... � N Uin 10 U) LAJ 8 O N n a co ol g Z �� to O N 00 W J 8 WaOM W edh-, IR drawing no. W09-12 GLAZING OPTIONS f I I I I I I""` I DESIGN LOAD CAPACITY - PSF (XO, OX OR %I SIZES) WINDOW DIIIS. A W/O REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 8' GLASS TYPE C' YAM HEIGHT EXT.(+) INT.(-) EXT.(+) Kr.(-) EXT.(+) INT.(-) 26-1 /2' 37' 53-1/8" 74" 26' (3) 4 70.0 8C.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 au 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 1 70.0 80-0 26-1/2" 37' 53-1/8' 74' 38-3/8" (4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 50.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2' 37' 53-1/8" 74' 50-5/8' (5) 4 70.0 80.0 80.0 90-0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80-0 8 70.0 80.0 80.0 90.0 70.0 80-0 26-1/2" • Sr�� • 53-0/8" 7♦' 6 • • • • 4 70.0 80.0 80.0 90.0 70.0 $0.0 4 68.9 77.5 80.0 90.0 70.0 80.0 • 6 50.0 90.0 70.0 80.0 70.0 70.0 80.0 80.4 70.0 80.0 36' • 60r • 72' • 24• • -(3� • 0 0 • • • • 80.0 90.0 70.0 80.0 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 _ 80.0 _ _ 90.0 70.0 _ 50.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 10 1 • S6' 48' • 40' • i2,' .***.4 • • • ;6• • • i4i • • • • 70.0 80.0 80.0 90.0 70.0 80.0 • 4 70.0 80.0 80.0 90.0 70.0 80.0 • 6 70.0 80-0 80.0 90.0 70.0 80.0 • d 70.0 80.0 80.0 90.0 70.0 80.0 • 8 70.0 80.0 80.0 90.0 70.0 80.0 • Z4' • 0 48' W. 72' • • •). (5} 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 MO 90.0 70.0 80.0 6 70.0 80.0 80.0 90-0 70.0 80.0 B 70.D 50.0 8Q0 90-0 70.0 60.0 8 70.0 80.0 80-0 90.0 70.0 80.0 24" 36' 48. 60' 72" 66) 4 70.0 80.0 1 80.0 90.0 70.0 80.0 4 70.0 80.0 80-0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 6 .0 .0 80.0 90.0 70.0 80.0 8 80.0 87.6 70.0 80-0 A - NO. OF ANCHtIII' D do SILL () - NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. S71LE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A w/o REINF. TM REINF. GLASS TYPE A. GLASS TYPE 'R' GLASS TYPE 'c' WIDTH HEIGHT IXT-(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4" 111' 26- (3) 9 70.0 80.0 80.0 90.0 1 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 1 70.0 80-0 80.0 90.0 70.0 80.0 74' 106-1/4' 111' 38-3/8" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 BOA 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4' 111' 50-5/8" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 BO.O 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 106-1/4' 111' 66) 9 70.0 70.0 80.0 90.0 70.0 80.0 12 80.0 82.8 70.0 80.0 12 70-0 70.0 60.0 60.4 70.0 80.0 72" 84" 96' 108" 24' (3) 9 80.0 90.0 70.0 80.0 9 70.0 50.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84' 96' _ 108' W. _(4) _ 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80-0 80-0 90.0 70.0 80.0 72' 84' 96" 108' 48' (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 90.0 80.0 90.0 �70-0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72' 84" 96' 108" 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 80.0 90.0 70.0 80.0 12 80.0 87.6 70.0 80.0 A = NO. OF ANCHOR do SILL () = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3W) (1/3W) (1/3W) 4- OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DW. A W/O REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE B. Cuss TYPE C' WIDTH HEIGHT Da.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4" 111' (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 106-1/4" 111' 38-3/8" (4) 9 70.0 80-0 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74' S0-5/8 (5) 9 70.0 50.0 80.0 90.0 70.0 80.0 74" 63' (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 72' 84' 96" 108" 24' (3) 9 70.0 50.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108' 36' (4) 9 70.D 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 - - 80.0 90.0 70.0 80.0 72' 94' 96' (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 70.0 80.0 72' 60' (e) 9 70.0 70.0 80-0 90.0 70.0 80.0 A - NO. OF ANCHORS PER HEAD do SILL ( ) - NO. OF ANCHORS PER JAMB (1/ZW) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH .. e- ,a-ut;ve+, wilh ear 57asu. ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL. 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ��-• ``.````AA1nIllrrrir��. EN i {K (.tli •y;V:b :4'Iii: i.IS : Ic]',u� BviIdi�;+_oeie - Acxa.-la II - lit Z•Zi I3cpii�tioQ �� _rur 3¢ta % 0' KTe of MiamiLDnde tC", o U � J m m ui � n V) w N �to 8 to O oM 0 ro Z L, 310 J M U �W J W G1 cr r .In O o I H Q � 3 � drawing no. was-� 2 sheet 2 of 7 •••• • • • IBY WOOD BUCK ♦ O m TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGG. DIST:' T C71O:-1-t I � N TYPICAL ANCHORS SEE ELEV. FOR SPACING IMAMII--DADE COUNTY APPROVED MU IONSEP& MULLION ANCHORS I INOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE a". FOR SPACING W E HOLES: 1 /4' D�UL�CON BY '�CO' (Fu-177 M "155 KSI) W1 - 3/8' X 2-1/4' WEEPHOLES AT EACH END INTO 2BY WOOD BUCKS OR WOOD STRUCTURES AND 37" O.C. MAX. 1-1 2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) SEALANT: RU 18Y BUCKS INTO CON�11LOCEKSALL 1-1/4" MIN. EMBED INTO CJAMBS) JOINTS ANO FRAMECONNECTIONS SEALED W 1-71444 JOINT SEALER. IRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) #14 S�OR SUDRIL��G SCREWS SUDRIL�NG SC� (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-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ' TYPICAL D��CE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. uwi N� INTO METAL STRUCTURE = 3/4' MIN. � U �g �c WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. N; `^ CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. N 02 H C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. - .,ttTi tl i A&vvCT RENF.W 4- dA 07 024 < .n 1 TYPICAL ANCHORS I�TYPICAL ANCHORS fit SEE ELEV. W SUCK SEE ELEV. W1 FOR SPACING y I WOOD BUCK FOR SPACING PDD .... �;-•NSF•• ,, PRODI7C7 REVISED as wmpiying with the Fletida 3WIdiag Code � > LLD 2.z.3 mQiirw— By Miami D Pradact Control V to Z m 0 b b �0 o�� o�yn 'Jo?m 0 °0 5 U, 11Lo to -� y O ID N 74 U J 2 0 W N w (n to W S Oo 00 D N Q cq w 007 �g 0 0 LL U 1/4' MAX. � W SHIMS 1/4- MAX. SHIM O O O ,L�' 21 5 WOOD BUCKS Z q f' 3 t ANCHORS v SEE SEE L9.EV. Q a . CL TYPICAL ANCHORS SEE ELEV. •. FOR SPACING FOR SPACING 0 i9 _ 71 14- _ HOC OW rA nLd 17 20 _.. ,.... .. - _ o G -----SCREEN OF?. - - - - - - - - 0 A. G W 0 .- ♦ O 1 4 STEEL REINFORCING REOD ii 12 00 gg METAL STRUCTURE SEE SHEET 2 FOR CAPACITY 7, O Q t7 m WINDOW WIDTH O •••• • • • XO LAYOUT o � J n • • • • s • • • • • VENT WIDTH VENT WIDTH SHIMS;to 0, 1/4' MIU(. • • W la • • • • SHIM • • • O D.L.OPG. O � D.L.OPG. lay WOOBUCKS WO na (— W n W ~ '� • • • • • •2 6 7 W LiTYPICAL • • • . 17 AN" 0•° SEE ELEV. CFiDPS V) • • FOR SPACING N ip r. 8• 1 /2 .. .. . ......... _ _ __ - - 06 C. NGi.• • 0 o . . . 17 • • SCREEN OPT - - _ -0 -SCREEN --__^----- o C-) 00 in 0 J m 20 7 w W �.+ O .. 4 1, 12 D.L. OPG. STEEL REINFORCING AS REOD. EXTERIOR SEE SHEET 2 FOR CAPACITY 8 WINS WIDTH TYPICAL ANCHORS XOX LAYOUT ° P P SEE ELEV. FOR SPACING 3 6 . as MIAMI-CADS COUNTY APPROVED MULLION TYPICAL. ANCHORS 3lst;C t SEE SEPARATE NOA SEE ELF/. FOR SPACING AS tam ,4!'j Y2y WA tke FTgMh n o n Zb24 . s9s� 00 - itllilr No %D592 I- PRODUCTP_sv,..tn - ME - - - - - --------SCREEN OPT. rib the F€miw: BWd:ag Coda drawing A-cqnv= No OF <(/'` � 2 By. 52-k" J �.o ��'' WINDOW W101H WINt)DYr YAM1ti>9mi7)ciei�cdnc!Caglrs$ DiVAL `;``�� ''�rlrrl111t,t1 sheet Of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING .... ...... • ANCHORS ✓. FOR SPACING 0 ALT. METAL STRUCTURE EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING SEEMLAMI—DADE COUNTY APPROVED MULLION & MULLION SEPARATE CA ANCHORS I I EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING t/a' MAX SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING • : a Ln L ° in W a C � w a INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER O ALT. U N_ a O h N Z al a i6s Owo. 90 dot s. V' o °g' 0 6 p p ° {I.Zq-pr a�of� n o 3 J I o J � ro V) ';� & W n NL rLa rn N O o'M� h } 4aa � Z W o 0NooLd 8 LLI co m C C U G w PRODUCT REVISED No. — i as c "PYirg -with the FimWa Btaidiog Cedc g' Acc+ptttce:^b 1-A L2 �� k-XPiMlKmD•e eI % 3y S;IAng zhao �',,� S • an�.�� W09-12 AEMI Dad Prods C �o-c,l ✓�✓✓r r r I IAi i TYPICAL F01 FOR SPACING XO LAYOUT MIAMI-DARE COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA� [-SEE ELEV. FOR SPACING VANDOW MOTH I WINDOW WIDTH (S ANCHORS X ICING 1/4" MAX. CS ANCHORS V. 4CING 'tM' W, r'S Rx,m$VYm 4%4%tr.:.; 2A—"g'wia the r7osit; - h PROGJC1 REViSZ-s OPT. m=r—P1YnSa3 A4!b VC Fgocid4 Bwildinra Code Ampsenm \,o I I- I ! p 1• 1, � *,L%M LIE& "r'ft&cmFrtd U0 yr W N_ I Oi O Z � np� 0 J (4 U 0�� 0o m 0aoo8 0 yyy �wzu 6 a°m _ J Q W Im • • Na • U•om • J n o m n Ld i'• • t5 •L • w • (n N(D •• O 6 n 0 h Z 3 �'• o i O NJ� • c. V Ln LJ • • W 00�2 Via 1 S S •� � ��•• uCENSF i � N o lV N No = i a 1EDF �i{/�� drawl W09 12 1.067 715 3 1.434 17140-' 2- �r �® 12 11 O VENT TOP/BOTTOM RAIL STEEL REINFORCING Qi FRAME HEAD 1 1.140--r1.610 13 8i- —, —T Cep JAMB STILE I•••• 3.8ise • • • • .078 • • • 2.50' • • • • • • • .500 • • • • 2•ZSD O.•• FRAMF•$I" a • •••• • •1�`u • • .312 .062 O SILL TRACK .062 2.750 1 II r- 2.812 �4 t s8767 O MOV. FRAME JAMB 1 Q MEETING RAIL 2.188� 1.422 70112120 2 1.375 © FIXED MTG. RAIL 5O FIXED FRAME JAMB -130 T- -7--f .719l .045 .803 .045 .803 1.047 : 1.047 10 GLAZING BEADS io 2.688 062� .500 69 2.611 26 FLUSH FRAME ADAPTER ITEM PART # WANT= DESCR2TION MATERIAL MANF./SUPPLLD;)ZR/REMARKS �/ � :(a v W N 1 FY201 1 FRAME HEAD 6063-T6 - 2 FY202 1 FRAME SILL 6063-TB - 3 FY203 1 SILL TRACK INSERT 6063-T6 - Z^ ^ 3 4 FY205 AS READ. MOV. FRAME JAMB 6063-T6 - 5 FY101 AS READ. FIXED FRAME JMAB 6063-T6 - E � a I 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - 6 �ON.�..ol; o 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - d a U B FY206 1/ VENT JAMB STILE 6063-T6 - M p {u 9 FYI 07 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - G G m m 10 FY108 AS READ. GLAZING BEAD CLAM- GLASS) 6063-T6 - V p 10A FY110 AS REQO. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - m g d p G I 11 - AS REGO. REINFORCING BAR STEEL - 12 - AS REQO. REINFORCING BAR STEEL - rr y it g Z p N 13 FY2D4 AS RTEQD. ADD -ON SILL RISER 6063-T6 USE AS READ. Q W a �_+ 6 14 FY20B 4/ VENT ROLLER HOUSING & GUIDE CELCON - 3 tog 15 FY209 2/ VENT ROLLER BRASS - Z M Q 67 m W i r- 16 FY210 2/ VENT ROLLER PIN Sr. STEEL - 17 #8 X 1' AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SIAS 3 N 18 is X 3' 2/ VENT FIX. RAIL S81 SCREWS (SILL END) CRS P.H. SMS (j 19 W23181 AS READ. FIN SEAL YW'STRIPPING - ULTRAFAB J 20 0300TI90 AS REOD. BULB SEAL Q-LON SCHLEGEL CD to 21 E207 AS REDD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65t5 R N h 22 (303 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB. DUROMETER 65±5 W ^ 23 FLB-50 AS REDD_ GLASS SPACER SILICONE FRANK LOWEiAj p I- Lj 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. N 25 #8 X 1/8- 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENG. PRODUCTS g 3 t M N M 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL p coo I 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL j Z M 29 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE as 3 Z 0 O tyJ� WooM ROOUCT RLN£Wlra' C • n n r it:.sse's;•'6arw13:ktFbottbs p � o o= as y, it aiT •�Vf.T L 0U O W � ``111U tI1T�1j' «ii • it' 3hct. os �`� �� ,ENSE '9�Q �� •� ¢o N < n PRODUCT REVTSETI as-omplyiog with the Flaido •� _ : $ o Building CDde gt Acctpmnce hb •• nsl,la�nt .'2�/� drawing no. Ezpintio„D�te q :,��, qP•: �.�' W09-12 TlIIIIII%\% ` sheet 6 of % A Fvwi Dade P Ca" ��'�� AL � � 0 W I W N 6 l � O O IL I O 4b- it M. o 'ut 0-; JOtO�� Q u�imf tW— N _ U o J FRAME TOP CORNER m 2 •••• W o W n • • • • • • VENT TOP/BOTTOM CORNERS N • • • • • 17 g 3 y Mi N O80 •••• •••• W CD W • • • • • • • L o� a ACT RLNE t M vi n As eeesglJing'Wob sae rad& o 4. M q A �-3:L�`flx T79f�! N � 0 0 0 � ice'xyt::eue A!o ie'i'12o-O '> 44, Eapira:icw 13�at.- � N FRAME BOTTOM CORNER N ~ o as replying with thectorid; 18 Btn7ding Cnck Acceptance No JJ02.23 --- OF (>/�� drawing no. =n nee >I�t9 0�.•�,` W09 —12 FlXED MTG. RAIL CORNER bt acss p,�,ql ',''�� ANAL 1��.�``, sheet 7 of 7 M IAM EDi01DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 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 • • • 00 Code, including the High Velocity Hurricane Zone. • • • • • • • • • *0 DESCRIPTION: Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I. •:"'; . . ..0 0 APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series-300 Alum Fixed Wdw. ' (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by Al-Farooq 0 ; 0000 00 • • • • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control • • • • • Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County • • Product Control Section. •0000 • •0000 • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ""; 0 • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, ; model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise • • • • • 0 0 0 . • • • • • • • •••• ••• : • noted herein. •; • • • • • • • • ; 00 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been • 0000 • 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 renews NOA# 17-1102.20 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-1220.06 MIAMHMM COUINT r Expiration Date: June 17, 2024 Approval Date: January 24, 2019 Y1116 /m Page l Eco Window Systems, 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#09-0413.08) 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. • • • • Font, P.E. • • • • • • • (Submitted under NOA#09-0413.08) • : 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 ... • .. . • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • :.:..: along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guard series 300 • :.... .. . • . • aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., ....�.:.. • :..:.. Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. � Gee*: .... .... Font, P.E. • • *see* 00000 • (Submitted under NOA#09-0413.08) • 0 0 0:a .. •.. • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .. • ... .. ..:... 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 �. •.:.. • .. 3) Water Resistance Test, per FBC, TAS 202-94 •:.. •. . •.. �. : along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300 '....' aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) Manuel P.0-e-z—,im. Product Control Exa iner NOA No. 1 20.06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco-Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. • • • • (Submitted under NOA#09-0413.08) C. CALCULATIONS • • • • • • ':"': • • 1. Anchor verification calculations and structural analysis, complying with FBC 6th '• . :•:•.: Edition (2017), dated 10/13/17, 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) •.•... . •. .•.... '. '.:..' . .. E. MATERIAL CERTIFICATIONS •: • •. • 0000 '.' : 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their '•••.' "TrosifoW Ultraclear, Clear and Color PVB 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 "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6' Edition (2017), and of no financial interest, dated October 13, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Manuel PeVE. Product Control er NOA No. 1`06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. Notice of Acceptance No. 15-0715.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 09/03/15 and expiring on 06/17/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE • : 1. Miami -Dade Department of Regulatory and Economic Resources (RER). • • • • • • • ' E. MATERIAL CERTIFICATIONS • • • • • • . . . . 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their ...... •• •; �; "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, • ...... . .. .. .. expiring on 07/08/19. • • ; • ; • • 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their • • • • • • • • • • • • • "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on • • . . • .... .... 07/04/23. �� •�•�� F. STATEMENTS •••��• • • • 1. None. ...... .... • . . G. OTHERS • • • • 1. Notice of Acceptance No. 17-1102.20, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 01/11/18 and expiring on 06/17/19. Manuel Per Product Control Ea in r NOA No. 18 .06 Expiration Date: June 17, 2024 Approval Date: January24, 2019 E-3 2.688 062� 69 5 2.611� Q FLUSH FRAME ADAPTER Ot FRAME HEAD/SILL/JAMB 1 .750 BE1II l .050—_II-- O2 GLAZING BEAD I'070 1 375 t50 " �• • :ANCHOF, COVEjR • • • • ECO-GUAW SERIES-300 ALUMINUM•TiX6 WINDO�P :DWrGN•LOAD RiAW FOR THESE WINDOWS TO BE AS PER CF"-?S SHOWM CR "E'ETS 2. *APPROVAL APPLkES TO 61NGLE UNITS OR SIDE BY SIDE Lrd%MIATIONS OP W./FlX. OR FIXED WITH OTHER WINDOW TYPES M112"RLES OF TWO OR MORE WINDOWS USING •MIAIII-eDADE COLAIS4411PROVED MULLIONS IN BETWEEN. •I.OjV 'DESIGN PREVVRE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO•EWRE fYSTEM. 1NI6•F4DUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA 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 FALSI (SURFACI MUNTINS D.L.OPG. ` OPTIONAL A: it 6 II II II II u u 4 n u u u n n II II • u n n n O J � II p II n u II II !! II II II II II II II II II 11 II II II __LL_____ I-_ II II 3 6' Wx T2' MAX. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. CORNERS �i'1�► GAS D.LO. DIMS. D.L.O. HEIGHT = WINDOW HEIGHT - 3.625" D.LO. WIDTH = WINDOW WIDTH - 3.625" R0911111-T RENEWILy ?5 cw;p!jl g with £SE FlunC. g`�•/fir- •-- - 2Q I PRODUCT REVISED z ro"INr with the Flaride auilding Ccde Acexpraxa r,!o 17-110 Z' ZQ ExQi:2��,Ii2fEnL%.-tT�,rJ �$ •. ATmn: Dd. P_., En I� ,w zz 0 U :M�lll z� OF b Z � F WE Z N 0o�� 0.1 0��* v CIUM CpZ� o 0ILIS< 016�9.: Nlp H Lu z K M I o$f aW22 n 3 J 3 vi m o 17 w Lu v W Of o F— N a 00 Lu N Z � L m J w U co ' O fE of i( drawing no. IRP-11. y ,` W09-20 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS .090" Interlayer .090" Intedayer Troslfol PVB SentryGlas By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS SILICONE SILICONE a DOW CORNING 899 DOW CORNING 899 GE SCS 2000+ GE SCS 2000 i Co m rn j I g N I I m 4 ! I! is g 4 ! !! c7 I I \ I- 5 \ I I 5 a I rn I :I !I !I AT 1/4 POINTS !I !j AT 1/4 POINTS ii II 8 ON LTTES WIDER li II 8 ON LITES WIDER THAN 36' ONLY THAN 36" ONLY #8 X 1-1/4" SMS #8 X 1-1/4' SMS AT 3-1/2" FROM ENDS AT 3-1/2" FROM ENDS AND 10" O.C. MAX. AND 10" O.C. MAX GLASS TYPE 'C' GLASS TYPE 'D' GLAZING OPTIONS •••• • • • - • • • • • • • • • • •••••• • • tt • W WIDTH WINDOW V4 • WINDOW WIDTH r • • • • • • r • • - • • I I Z • • %• J I • - )4--- 354" � • I • • WINDOW WIDTH • • • 19INDOW W TH WINDOW WIDTH • • • • • • • �� • 1 x z • •ri � - - 1 1 r(D///, 3 3 3 W. WIDTH - i J WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH I I j o i• I i I Z % z 3 I I i 3 3 L J ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE ASS� SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. ;61J W m 3 a U DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WMOW DNS. GLASS TYPE 'C' GLASS TYPE 'D' wumm A DNS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.(+) 1 NT,(-) EXT.(+) 1 NT.(-) WIDTH (W) LENGTH (L) EXT.(+) 1 NT.(-) EXr.(+) 1 NT.(-) _ 0 ccm Lu IL -1 a ONO tI JI - O.0 0 q L O O 0 a u r �% p I� a MIX O O L O a .a G Z O N Q W Z. Q 2,+ 24" 3p• 36" 42" 48" ' 540 60" 66' 72' 75.0 80.0 80.0 90.0 26-1/2' 37" 53-1/8' 74" 26, 75.0 80.0 80.0 90.0 90.0 90.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 75.0 80.0 80.0 90.0 1 75.0 80.0 80.0 75.0 80.0 80.0 90.0 26-1/2" 37" 53-1/8" 74" 38-3/8' 75.0 80.0 811 90.0 90.0 90.0 90.0 75.0 80 .0 80.0 90 . 75.0 8D.0 80.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 75.0 80.0 80.0 90.0 Z6-1/2" 37" 53-1/8" 74" 50-5/8" 75.0 80.0 80.0 90.p 90.0 90.0 90.0 24" �` 38• 42" 48" 54" 8p" 66" 72" �• 75.0 80.0 80.0 90.0 75.D 80.0 80.0 80.0 80.0 90.0 71.3 76.0 80.0 75.0 80.0 80.0 90.0 71.3 73.1 80.0 80.0 90.0 26-1/2" 37" 53-1/8" 63" 75.0 80.0 80.0 90.0 90.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 75.6 80.0 80.0 90.0 67.9 72.5 BO.0 3 w x to W V) < I o V N U J � (� n o W (n W m 0 O M n Q CO J Z 3 m Z } c O N J v U 8 L��I LLJ ao m FW- 75.0 80.0 80.0 90.0 26-1/2" V. 53-1/8" 76" 75.0 80.0 80.0 BOX 90.0 so.o 75.0 80.0 80.0 90.0 75.0 80.0 80.0 75.0 76.6 80.0 90.0 s7.9 69.9 eo.o 24` 30" 36" 42" 48" 54" 80• 66" 72" 60. 75.0 80.0 80.0 90.0 W L J f 3%�� fig; WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. ronv,.-T rtnN71 • W "' c, .' •' ; ° • !1 ,- C rf p 4c;;..7.- , t.n_.�O'� `i•�• o n"Z"1- Y:-= _iF8?'.-.. d. x .:.�'. �. NOTE:% GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). j%IIIiIII, `� )�• �yCENg�c' . PRGTJUCT•RFVYS'ED _� 0. �_ aSCxnrirmgWahthe FI,• YS - Eaildin 6 code , Ac:.eptar`ce,�k,l TATEOF %® '• �� Expitatiaa llat G46 �/1 N .., �� iemi Bnd: P:t OR OI 0�� %0�` 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 B0.0 80.0 90.0 66.8 71.3 80.0 90.0 802 642 80.0 90.0 60.2 64.2 80.0 90.0 60.2 642 80.0 90.0 24' 30" 36" 42" 4 . 8p• 72' 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 BOX 800 90.0� 75.0 76.6 80.0 90.0 o c o o u m -m H o !3 E N o 0 60.2 71.2 80.0 90.0 60.2 64.2 80.0 90.024• 30' 36" 42" 48" 54" �" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 70.0 70.0 80.0 90.0 65.6 65.6 80.0 90.0 64.3 64.3 80.0 90.0 2 In s 16 o �n o � � o - - - 0 F,1612 � � o d, o 24" 30" M. 42" 48. 96" 75.0 80.0 80.0 90.0 7s.o Ba.o eo.o so.o 75.0 7B2 80.0 90.0 64.6 CA.6 80.0 90.0 o c m o W 59.9 59.9 80.0 90.0 N N c o a a 9 a d drawing no. 9 WQS-2� 24" 30, 36" 42" 108' 75.0 80.0 80.0 90.0 75.0 BD.0 80.0 90.0 74.5 74.5 80.0 90.0 61.5 1 61.5 80.0 90.0 24" 30" 36" 120' 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 74.5 74.5 80.0 90.0 sheet `Z of 5 18Y WOOD BUCK d e ed.a a �a d a l� •••• LF a • 42 •• i O O• TYPICAL ANCHORS ((�� SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS 22R OOD BUCK �V o STRUCTURE SEE ELEV. FOR SPACING EDGE DIST, MIAMI—DADE COUNTY APPROVED WOOD RE `4 MULLION & MULLION ANCHORS ap o n1A A a,' .E SEE SEPARATE NOA EDGE O b m D6 IST. "� Z EDGE DIST. Z N IL S� 2 O: 0 v 4jN X fg a ty OIS �'w�+ �� \� � ciCWa~•t 3 0CC40. TYPICAL ANCHORS TYPICAL ANCHORS O SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING ¢ i g tQ Ill �nmQ� aW�€� WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. ULTRA CON BY 'ELCO' (Fu=m KSI, Fy=155 KSI) ^• o AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES J " MIN. PENETRATION INTO WOOD H D SILL/JAMBS) J m ' o m THRU 1BY BUCKS INTO CONC. OR BLOCKS ivi 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMB X n 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) I_ Lil DIRE NTO CONCRETE OR BLOCKS ¢ N 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) CoU) N fD 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) m 3 0M N #14 SMS OR SELF DRILUNG SCREWS (GRADE 2 CRS) p coco INTO MIAMI-DADE COUNTY APPROVED MULLIONS Z U m OR Z u� INTO METAL STRUCTURES (HEAD/SILL/JAMBS) O N (3) THREADS MIN_ PENETRATION BEYOND SUBSTRATE of U o" o ALUMINUM: 1/8" THK_ MIN. (6063-TS MIN.) w W 0°m k STEEL- 1/8" THK. MIN. (Fy = 36 KSI MIN.) 0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE W W I m INTO CONCRETE AND MASONRY = 2-1/2" MIN. H N W INTO WOOD STRUCTURE = 1" MIN. o m Ln r H INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. N 0-- CONCRETE AT HEAD, SILL OR JAMBS f'o - 3000 PSI MIN. m o o $ C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. _ SEALANT, �a_m s ALL JOINTS AND FRAME CONNECTIONS SEALED WITH a o 0 o S JOINT SEALER. � v=i a N T�lil lllllr � ��® Ai�f�/ji, o jGENAP w 20lez a Rv_ ;;F PROD1,ICT',^v'v.��E3 7 '_ \ .s contety;sg °,vts�, the rtorida y'T -_ ` n ' : 4:y,.�.• . q L�"!liltliF :_'13.�G _ a C a u ;.�i`a't22Q 0.la Acce TYPICAL ANCHORS ° w ' v o. - F`�:,r_ Rsa -110 Exriratroa EJsee�'��'�` . drowin no_ SEE ELEV. v . y ✓ -"F' �i;9 �� 7AYE OF FOR SPACING 1BY " I TYPICAL ANCHORS . //++ ® .'�6- 9 6- WOOD BUCK SEE ELEV.ORIOA;.•''�e`��` W09-20 FOR SPACING ,,;,, : c.; -.• ..,.. �..- M-iam ada Product Cori,? // s/ EDGE DIST EDGE DIST. - - , . x�� /jlrtlii1111 sheet 3 of TI'Sid � PART � RSQD. DESCRIPMON MATERIAL MANF_/SUPPI,D;RIRE1[AR%S 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 FY302 AS REOD. GLAZING BEAD- 7/16' GLASS 6063-T6 - 3 fYS03 AS REOD. ANCHOR COVER 6063-T5 - 4 E203 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FlB-50 1 GLASS SPACER - 1/B' HIGH SILICONE FRANK LOWE 6 /10 x 1' 6 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 8 - 2/ LITE SETTING BLOCK EPDM DUROMETER 85f5 SHORE A 00 W N I rn 0 1/8' THK. 6 Z n 3 ALUM STRAP Q F q t 6 m I a m �d ie � / O W O�'lrl U a�w dot LL 0 0. L 0 C yr� 3 O �2J N Q W z LL ILiy=o szm� • • • • • • zm • • WELDED O • • • JOINTS • '- N • • • • • • • MIAMI-DADE COUNTY 3o J m • • • • • • • SEE SAPPR� TE NOA TYPICAL ANCHORS ULLION 3 In a • • • • • SEE ELEV. FOR SPACING RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS w n •••••• •••••• CORIrTER DETAILS ME N •••• a } � N tO i•••• •••••• '� O;5po m • • o p o .. o U Lo LI co � TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. WINDOW WIDTH WINDOW WIDTH SHIM 1/4' MAX. w w 1/4' MAX. SHIMS TYPICAL ANCHORS .. c1BY SEE ELEV. SHIM O WOOD BUCKS FOR SPACING w SEEIELEV. CAL ORS o N �N FOR SPACING 4 0 0 w o _ 3 QVl V V� O a METAL iv n r xwps STRUCTURE r_._._._._._.___._._._._._._._._.-._-_._._.-._._._._._._._._._._._.-. _._._._-_-_._._._._._._._._._i H �11II I II fill, Oa W \\�`\��f�'.•..... xi;sc, T' • V sF.•'•, � it v,ihdog.- PRGiIUi,e EXTERIOR Q r1n " - 1 a '';IV IZ cL!•D}l'iL; L''F J10'r, ZO D.L. OPG. l c:Pj, mn Dae r Tay S: ZA. %`� oaiD►.•'Ge�� WO9-20 WINDOW WIDTH /,'•i:'''' i5�'':'?'�''1'rC?% T;rar.:iDace PTFdLCPC�'ep /// S� •• \ / \ //// OiliJ�L 111�\ \ sheet 4 of 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGED > . e e IT I i i ALT. .0:9 •• • METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NO4 EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" WM. 1 :: : W' INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER 0 ALT. *00veE - rq aot irlg with tit F," tti 4•et;aa Ctsde Accept n, Na IS- 22D.0 Z4 BY R€z - LIZ,,r Pmdatl QR0nUcr REI S; t; as a,m*d;ri^y, with the Ftd?ida _ E:ui1cing c Atep:a:.:_f1±a17-Hoz.ZO - F.xpie...:aQDa" �Q �D By Sc�G_ �A 2%qa Mratai a� , _cduat �AttTr, 2�IMIF! �` ` �_ � 2 o $ E�_ a ITEOF drawing no. W09-20 •••••• •••••• • • •••••• • •••••• •••• �• •••• 0000 • 0*00 M IAM FQADE MUM-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 St=t, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldade.eov/ec000mv Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 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 REP, - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AEU). 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, inchiding the High Velocity Hurricane Zone. DESCRIPTION: Series "S- 500" Aluminum Outswing Casement Window — S.M.I. APPROVAL DOCUMENT: Drawing No. W15-13, titled "S-500 Alum. Outswing Casement Wdw. (S.M.I.)", sheets 1 through 6 of 6, dated 03/27/15 with Revision "B" dated 09/27/17, prepared by Al-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: Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.1SA914.09 and consists of this page I and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No.17-1011.21 E:tpirstion Date: June 23, 2021 Approval Date: December 21, 2017 Page 1 ...... ...... ...... .... .... Eeo Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMTTED UNDER PREVIOUS NOA #15-0914.09 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W15-13, titled "S-500 Alum. Outswing Casement Wdw. (S.M.I.)", sheets 1 through 6 of 6, dated 03/27/15 with Revision "A" dated 06/10/16, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small 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 drawings and installation diagram of a casement window, prepared by Fenestration Testing Laboratory Inc., Test Report No. 8175, dated 03/16/15 signed and sealed by Idalmis Ortega, 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 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked —up drawings and installation diagram of a fixed window, prepared by Fenestration Testing Laboratory Inc., Test Report No. 8191, dated 03/27/15 signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA #15-0914.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, 51 edition, prepared by Al—Farooq Corporation, dated 08/06/15 and 06/10/16, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E 1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) 4i% Z/W1 Sifang Zhao, P.E. Product Control Examiner NOA No.174011.21 Expiration Date: June 23, 2021 Approval Date: December 21, 2017 E-1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 06/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2014, 5 h edition, and of no financial interest, dated 08/06/15, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. None. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W15-13, titled "S-500 Alum. Outswing Casement Wdw. (S.M.I.)", sheets 1 through 6 of 6, dated 03/27/15 with Revision `S" dated 09/27/17, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • B. TESTS ego 1. None. ...... ...... • • C. CALCULATIONS • • •••••• 1. None • • • • • • : • • • :..:.. D. QUALITY ASSURANCE .... 1. Miami -Dade Department of Regulatory and Economic Resources (RER). ...... .... • . E. MATERIAL CERTIFICATIONS • • • • • • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their • .. � ego* • • "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring • • • • • • • • • - on 07/08/19. • • • F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5m Edition (2014� with FBC 6' Edition (2017), and of no financial interest, dated September 26, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0914.09, issued to Eco Window Systems, LLC for their Series "S-550" Aluminum Outswing Casement Window - S.M.L, approved on 06/23/2016 and expiring on 06/05/2021. S'fan I 7J?4o Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.21 Expiration Date: June 23, 2021 Approval Date: December 21, 2017 E-2 •••• • DESIGN LAAD CAPACITY - PST r0R ( Y ) STL68 WINDOW D11fE. GLASS TYPE 'AX GTI.99 TYPE B. WIDTH HEIGHT &F(+) INT.(-) ENT.(+) 1M.(-) 19-1/8' 28-1/2' 32' 37' 5�, 90.0 13" 90.0 120.0 90.0 130.0 WILD 120.0 90.0 90.0 0 130.0 90.0 90.0 120.0 120.0 19-1/8• 26-1/Y 32' 37' �• .0 MID 120.0 90.0 130.0 90.0 120.0 90.0 130.0 90A 120.0 90.0 130.0 90.0 120A 19-1/8• 28-1/2' 76' BB.O 127.2 88.0 117.4 65.0 94.0 65.0 88.1 18' 24' 30' 36' �• 90.0 130.0 MO 120.0 90.0 130.0 20.0 120.0 90.0 13D.0 90.0 120.D 90.0 130.0 90.0 120.0 18' 24' 30' 39• Fl, 90.0 130.0 90.0 120.D 90.0 1MO 90.0 120.0 D0.0 130.0 90.0 120.0 90.0 130.01 90.0 120.0 18' 24' 30 36' �, 90.0 130.0 90.0 120.0 90.0 130.0 90.0 120.0 90.0 130.0 90.0 120.0 90.0 130.0 MO 120.0 I8' 24' 30' 88' 90.0 130.0 MO 120.0 W.0 130.0 90.0 120.0 90.0 130.0 90.0 120.0 18' 24' 30' 72' 90.0 130.0 90.0 1200. 94.1 121.5 84.1 1121 09.1 999 89.1 921 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ECO-GUARD SERIES-500 ALUMINUM OU'T'STFTNG CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ABOVE APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF C SMT/CASMT OR CASEMENT 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. 7HIS PRODUCT HAS BEEN DESIGNED AND TESTED M COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDMON)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS k 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 MANUPS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOUD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON -COMPRESSIBLE. MATE7ALS 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 t 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 RECEMNG 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 RENEWED BY BULLING OFFICVI. GLASS D.L.O. DIMS. D.LO. HEIGHT WINDOW HEIGHT - 7.625' O.LO. WIDTH = WINDOW WIDTH - 7.625' 1/8' TEMP. CLASS 3/8' AIR SPACE 1/8' HEAT STREN'D. GLASS 090' Intedayw Trosifol PVB BY 'kteoray Amedm, Inc.' 1/8' HEAT STREN•D. GLASS Li SILICONE F DOW CORNING 899 i CARDINAL XL m *ALL E SPACER \ 9 TEEL n _g /4 POINTS SIZES SETTING BLOCKS AT INSUL LAM. GLASS GLASS TYPE 'AA' NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 13/16' OVERALL INSUL LAM. GLASS GLAZING OPTIONS FALSE MUNIINS 29 3/8' (SURFACE APPLIED) D.L OPG. MAY BE USED A 2 ii / I UI / N B• CORNERS SILL TYPICAL ELEVATION 3/16' HEAT STREMD. GLASS 090' Intedayer Trosifol PVB W 'k=ray America, Inc.' 3/16' HEAT STREN'D. GLASS SILICONE DOW CORNING 899 z 9 � � 3 II i .I i GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. MLAMI-DARE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 Fr. OF GRADE. SHUTTERS NOT REOD. FOR INSTALLATIONS ABOVE 30 Fr. OF GRADE. PRODUCT REVISED W comp4mg widl the fkxide Detidiog Code A-pcems Alo - O1I• a I Exp tafmm Date 1 By 5ii6MA 21Tcuy Miami Dd. Pm3ta Coam! 0 Z q; 'm U •I � Q 7 Qom. Q6 U � pppp� ITVQi f, $ °g a 0 n n 5 POINT LOCK Gj LOCKING POINTS W SEE CHART W WDW Ht]GFfT NO. OF ICFEPER.S � tD UPTO AT SASH � � zs' z 3 rr7 38-3 8' 3 Q 00 M SO-5 4 m 7- 000 N Wlow O R E' B OFF drawing no. W15-13 TYPICAL ANCHORS SEE ELEV. FOR SPACING •• •••••• • • •• •••••• •••••• ••••• •••••• • • • •••••• •••• •••••• • •• • • • • • •••••• •• •••• • •••••• •••• • • • • 0000 (r ---------_ -- _--- I1 MIAMI- COUNTY APPROVED I I MULLION3E MULLION ANCHORS I j� SEE SEPARATE NOA �I EDGE I �• I I II Z 0 ,tit V V �y� lag Hit TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q OU �f a WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. 1 /4' THA. ULTRACON BY 'ELCO' (F-177 KSL Fr-155 KSO O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES $ AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-1/2- MIN. P TION INTO WOOD HEAD SI JAMBS) -I J THRU ISY BUCKS INTO CONC. OR BLOCKS v J 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) g 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) w 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) �- cuc OR SELF DRILLING I SCREWS (GRADE 2 CRS) ;O o M R INTO METAL STRUCTURES (HEAD/SILL/JAMBS) cl co 1 (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ? 3� ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) 3 z STEEL 1/8- THK. MIN. (Fy - 36 KSI MIN.) QQ Q N� (STEEL IN CONTACT WITH ALUMINUM TO BE PLACED OR PANTED) .7S U to Lu ao m o J2 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MWAI-DARE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) ALUMINUM: 1/8" THK. MIN. (6063-75 MIN.) $ STEEL 1/8- THK. MIN. (Fy - 36 KSI MIN.) R (STEEL IN CONTACT 1rrt11 ALUMINUM TO BE PLATED OR PAINED)15 o TYPIG&L EDGE DISTANC u S �i INTO CONCRETE AND MASONRY - 2-1/2' MIN. • 'K INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. ii WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. 4 0 = ry CONCRETE AT HEAD. SIL OR JAMBS f c - 3000 PSI MIN. C-90 HOLLOW/FTLLED BLOCK AT JAMBS f m - 2000 PSI MIN. < m TYPICAL FO PROLYJCT PE VLSFD m wmpying with theFicrata 7060¢ Aam " a Tic - • j = tt : * - iL i f OF drawing no. By 544nq 2hap', ^oRlo�`.•' \,' W15-13 Mimi Dade 1hn. ue ...... ...... • • o W n 1//4' MAX , \1 , 1 /4' t 1 I '"'�"' 1/4' MAX. Z 19Y SHUA �o IL M o O s O WOOD B" 18 AA 4 9 12 v TYPICAL ANCHORSV.E f �' g qO I V SEE ELEV.0 d TYPICALHEOR----------SCREEN OPT. - ♦., FOR SPACING EV FOR SPACING >0.9oLL S Q b $ fI EXTERIOR FOR SPACING 0 METAL. Dd. OPG. ^ STRUCTURE () m VENT WIDTH .• J WMOTHINDOW OTH W �m os�� MWJI-CARE COUNTY Ib APPROVED MULLJON Z 3 1- SEE SEPARATE NOA � 3 Z •-, TYPM ANCHORS N R SEE ELEV. FOR SPACING $ 00 !1 W W mm II II I — II 11 I 1 I I ss�2 um L--- J I � WNDOW WIDTH WINDOW WIDTH • $ 8 �O<m c 1T 1111111Jr�'Y' n , Y. 8F • �_ i3 PRO6 T • •Sill ]y\ . . sxpumce Vo 1 II.21 � •, Ergntli•n Cro�_� TLI %�• ATE OF �.�` drawing no. DY rE.ml rwae PrMu: cadrYf. ' iS.� �iJJrafllAljll�� sheet 3 of g ...•.. ••••.. ••••• • • •••• •••••• • •••• •••••• • •• • • u0 EDGE —OAST' �{ EDGE DIST. ___ � I METAL f� ________ _______�� TYPICAL ANCHORS STRUCTURE I MWAI—DARE COUNTY APPROVED I SEE ELEV. FOR SPACING ( I I MULLION & MULLION ANCHORS I I Z ; II SEE SEPARATE NOA jI k Q �I N I i i Ei iET _ � .. 6. • I I EDGE DISi. ---------- o a IN ; ,s 0 t'm A v0 gL�° ALT. y,ryf 7 TYPICAL ANCHORS TYPICAL ANCHORS, V' Z m SEE ELEV. SEE ES. Z FOR SPACING FOR SPACING U ,o J � W �io �mM �! © z � 1/4" !LA!-__3i � } SHIMS ALT. :kl 3 Z W o ,5 $� 0NJ 00 7S U ow W TYPICAL ANCHORS N W co f r SEE ELEV. FOR SPACING a TYPICAL. ANCHORS ELEV.•, ' f�4 SEE FOR SPACING � I tl ^ m w_ G o I OB ALT. C c m F-KI rn { AN Y� •_ INSTALLATION DFTAELS WITH FLUSH FRAME ADAPTER)p�� gEY;c_FiD = \ 3• ..� ,' .,: '+1i{:1 :SC F7o[it4e '• : TY � � Y P •� I c � � A:�P' :cc ik, 1 -1011.2; Op Exnncan Dwe ' � � a•' TEOF • ((/�� drawing no. IBr_�•:fs EDGE OLST. aie ninaae P.«i< curad •••••• • •• • • • • • •••••• •• •••• • • •••••• •••• • • • •••• FRAME HEAD/SILL/JAMB VENT ( GLAZING BEAD (7/16" LAM. GLASS) �I.nz-I GLAZING BEAD (INSUL. LAM. GLASS) 145 .780 f —r.120 SNUBBER - VENT 3 2.558 062- 500 769 2.011—� is FLUSH FRAME ADAPTER 1.750 f 493 1.750 4.493 t4 CORNER KEY 245 _ 7�.120 �f--1.256—I{ SNUBBER - FRAME ROI PART / QUAM'PfY DSSCRIPISON MATERIAL MANP./SUPP7ISR/REWAR88 1 E501 4 mE HEAD/SILL/JAMS 5053-TG - 2 E502 4 VENT 6063-T6 - 3 FY109 AS REQO. GLAZING BEAD (7/16" LAM. GLASS) 6003-76 - 3A F505 AS READ. GLAZING BEAD (NSUL LAM. GLASS) OD63-76 - 4 E508 AS REED. SNUBBER - VENT (LENGTH - VENT HT.) 6063-T6 - 4A E509 AS REOD. SNUBBER - fRWE (LENGTH - VENT HT.) 6063-T6 - 5 E506 OPTIONAL SCREEN FRAME 6063-T5 - 7 /10 X 1-1/4" AS REED. FRAME AND VENT ASSEMBLY SCREwS - H WH SMS 8 E203 AS READ. BLAB *EATIERSTRIPPim. OUR9METER 65 SANTOPREIE ULTRAFAS 9 E203 AS REOD. OLAZNG BEAD BULB, OURD6ETER 65 SANTOPRENE LLTRAFAB 10 35.12.00.400 2/ VENT 4 BAR HINGE AT TOP AND BOTTOM STEEL TRUTH, INSULTED WITH (2) #10 X 3/4' SOS 11 13096.92 1 MULTI POINT LACK SYSTEM ZAMAN TRUTH 12 - AS REOD. KEEPER STEEL SEE SHEET i FOR QUANTITIES 13 - j 1/ VENT ROTE OPERATOR ZAMAK/SR. TRUTH 14 1 PS440-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 15 FY120 AS REOD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS 17 /10 X 1-1/4" 2/ SKATE M SDS SKATE SCREWS - 18 /8 X 3/4' AS REOD. SNUBBER 5CFVM M SELF ORIUJNG - N PANS 2' MART. PAIRS SPACED AT 7-3/4" O.C. 19 - 2/ LITE SEIING BLACK. 3/16' X 3/4" X 4" LONG EPOM DUROMETER 80±5 94ORE A 20 FLB-50 - I GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR /24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) 110 X 1/2" PH SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES J33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) pB X 1" PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #8 X 3/4" FH SDS SEE CHART ON SHEET 1 FOR OUANTIES HINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS, FASTENED TO FRAME WITH (2) #10 X 3/4" PH SMS VENT WITH (2) #10 X 3/4" PH SMS OPERATOR: SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1" FH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) /10 X 1" P PH SMS i'1 Ct!L'T "HVISFD ANTI -SAG SKATES: r w•r.,.y.mg uilu Eta Rudd• 'u minF a„L> VINYL SKATES BY 'M&M PLASTICS Acttpucw; hk, � DTI. L zF �IanDate. ANTI -SAG (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS y�1 R ? (1) AT BOTTOM RAIL AT 4' FROM LOCK STILE M •n EACH FASTENED WITH (2) #10 X 1-1/4" FH SIDS. EOF Drawing no. W15-13 ...... ...... ...... .... • Z q n ; q f0946' IeA / e 7 cy Gdtl< a W WUgg of J Z 11 mm 3 3 _ nw n W ao 2 VENT CORNER FRAME CORNER - � o O U U O LU t O C �. �7 4 8E Cr,f1DUCT' RF.VISt'n � rr:-1,01YIng wil. th< Fkrkt. B'�i16wc A<u�lnnce PW Coi 1 Yet 1 tzplarioo Dste i{ _ � U i3y ; an than O �HOF '. � drawing no. ui�i naa. Prc�tuc cmriw omo� ��Si/��1`II�� sheet 5 of 6 .•.• •••••• • • • • • see • • • o 00 • *:Goes • •• •eos•• G ••G• • •• e • • e 000009 •••G • • •G • MIAMFQADE MIAMI-DADE COUNTY 1wA� PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 209 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA) www.mismidade.ew/economy ECO Windows Systems, LLC 9114 N. W.106" Street, Medley, FL 33178 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 "600" Aluminum Single Outswing doors w/wo Sidetite-S.M.I. APPROVAL DOCUMENT: Drawing No. W 15-68 REV B, titled "Series 600 Alum Outswing Entrance Door (S.M.I.)", sheets i through 9 of 9, prepared by AI-Farooq Corporation, dated 09/09/15 and last revised on OCT 31, 2017, 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: Small Missile Impact Resistant Limitations: 1. See Design Pressures for Single door or Single sidelite in sheet 2 and single door w/Sidelite in sheet 3. Max. Single door frame width = 37-7/8". LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, 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# 15-0914.11 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. M -1410ADE COUNTY NOA No. 17-1102.18 Expiration Date: June 02, 2021 Approval Date: May 03, 2018 Page 1 ECO Windows Systems, LLC ...... • . . . ....•. . .. .. .. .•... .... ...... . . .... ..... .....• ...... . .. ...... • . • ...... .... . . •..• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W15-68 REV A, titled "Series 600 Alum Outswing Entrance Door (S.M.I.)", sheets 1 through 9 of 9, prepared by Al-Farooq Corporation, dated MAY 10, 2016, 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) Small 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 drawings and installation diagrams of Alum Single Glass door w/wo sidelite, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-8201 dated 06/262015, signed and sealed by Idahnis Ortega, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (51h Edition), prepared by Al Farooq Corporation, dated 0928/15 and last revised on 04/21/16, signed and sealed by Javad Ahmad, P.E. 2. Gla2ing 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.14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kurray Butacite PVB Interlayers', expiring on 12/112016. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5' edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 0824/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/14/11 approved by Jaime D. Gascon, P.E. E-1 � g.-. � • LL " I9 aq I. Chanda, P.E. Product Control Examiner NOA No. 17-1102.18 Expiration Date: June 02, 2021 Approval Date: May 03, 2018 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W15-68 REV B, titled "Series 600 Alum Outswing Entrance Door (S.M.I.)", sheets 1 through 9 of 9, prepared by Al-Farooq Corporation, dated 09/09/15 and last revised on OCT 31, 2017, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6a' Edition), prepared by Al Farooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, 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. 16-1117.01 issued to Kuraray America, Inc. (Former E.I. DuPont DE Nemours & Co., Inc. for the "Trofosil ® (Clear and Ultra clear) PVB Glass interlayers", expiring on 07/08/19. �••• F. STATEMENTS •' ' . ". 1. Letter of conformance to FBC 2017 (61h edition) and No Financial interest dated OCT 06, • ' .....: ' ' 2017, prepared by Al Farooq Corporation,, signed and sealed by Java Ahmad, P.E. ...... . . . . • ...... . .. .. .. G. OTHER . • ... ' .:..' : :.. 1. This NOA revises NOA # 15-0914.11, expiring 06/02/2021. ' ; • • 2. Test report of original anchors test condition. .. .. • • • • • • haq I. Chands, P.E. Product Control Examiner NOA No. 17-1102.18 Expiration Date: June 02, 2021 Approval Date: May 03, 2018 E-2 •••••• • • • • • •••••• • •• •• •• ••••• •••• •••••• ••••• •••• •••• • • •••• •••• • •••••• • •• •••••• • • • • •••••• •••• • • • SERIES 600 ALUMINUM OUTSAINGALUM�U�ENT�CE DOORDOOR FOR SINGLE (X) DOOR AND STAND—ALONE SINGLE SIDELRE CAPACITIES SEE SHEET 2. FOR SIDELITE MULLION CAPACITY SEE CHART ON SHEET 3. LOWER VALUES FROM DOOR, SIDEU[TE OR MULLION CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT WAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE do ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG 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. 3/16' HEAT STREN'D. GLASS .090' Inlerloyer Trosilol PVB By 'kuraroy Americo, Inc.' 3/16' HEAT STREN'D. GLASS SILICONE i M DOWSIL 899 27 m_ U 1{ 6 g� r GLASS TYPE '122' 7/16' NOM. LAM. GLASS TEMP. GLASS /16' AIR SPACE 3/16' HEAT STREN'D. GLASS 090' werWyer Trosifol PVB By 'kuraray America. Inc.' \ r3/18` SILICONE .GLASS `I CARDINAL XL EDGE SPACER ST. STEEL 35 � SILICONE SETTING BLOCKS AT INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE '133 15/16' NOM. INSUL LAM. GLASS THESE DOORS ARE RATED FOR SMALL MISSILE IMPACT. MIAMI—DARE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. SHUTTERS NOT REDD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. 1w00UCf�EY� is ldimic .-NTH ----- AsM� pm. Me 17-1102• RRI&M{1. OAN Ar•O 7, 7,21 441 . L_L elYfL'AMr Cee11e1 70592 ' Dew �v m O q rw•�� gat q tl 6 i i q OC o 'a^ o 1Eo 0Otit o LL Za call J Y) .J FW Nw N} cn � P 0., „ oo Ooo W co 2 drawing no. W15-68 •%0 •••••• • • • • • •••••• • •• •• •• •.•.. .•.. ••.•.. ••••• •••• •••• • • •••• •••• • •••••• • •• •••••• •••••• •••• • • 37 7/8' 37" c0i TESTED TESTED W DOOR FRAME WIDTH SIDELTTE FRAME WIDTH Z ; 01 3" MAX. A MAX 3' MAX. MAX 6 S CORNERSI I OcORRN� E SILL O uoJi Ia ` 0 icl t' If OG0'p 0 pp&oo 1 IL LOCK Z c�+ SEE SHEET 7 Q W E FOR DESCRIPTION IV W 3 ry v rj a m m J n ¢ m \ m \ m Is m W ILI 0 3o�n OX7_n 3 z� (y J m� m� 0 00 FALSE �MUNTINS OR 25' ¢ FALSE MY NTI p 32 1/2' wow w DECORATNE CR81 D.L OPG. '� c�i OECORATNE GRILL D.L. OPG. o'er 0 MAY BE USED MAY BE USED 35 1/8' MAX. LEAF WIDTH �amoucraev� � � X) (p) i• arM7n wuh me FkrW ' y looN• ii'1162.1$S c q e GLE SIDELITH (0) IAAD CAPAC rY - PSP >Ey47i..Opm' , , i\ C ¢ {? SIDELITE DIMS. GUSS TYPES 'G2' & 'G8' >�S7MIs�Fl isCw•1 • s FRAME FRAME EXT.(+) fNT.(-) WIDTH HEIGHT 37" 98' 70.0 135.0 ii m n co^- 42" 86' 61.7 114.5 c o ae o c i m GLASS D.LO. DIMS, GLASS D.L.O. DIMS, D.L.O. HEIGHT (DOOR) = FRAME HEIGHT - 11.125" D.L.O. HEIGHT (SIDEUTE) a FRAME HEIGHT - 11.0" ``�1L11111111/j// D.L.O. WIDTH (DOOR) = FRAME WIDTH - 12.875' D.L.O. WIDTH (SIDELTTE) = FRAME WIDTH - 4.50" �� :...... NOTE: NOTE: GLASS CAPACITIES ON THIS SHEET ARE sT OFF drawing rw BASED ON ASTM E1300-09 (3 SEC. GUSTS) RoMC�. W� cJ-68 EGRESS REQUIREMENTS TO BE REVIEWED ,� . BY BUILDING OFFICIAL DECLARATORY STAAND FLORIDA TEMENT DCA05ING �DEC-219 //SSi� Ajj1�1 �`` sheet 2 of g I tl / I u / (, jlf n / tl 11 i Illyyy S 4v --n---- \ II II \ II \11 _ i \ B \ I SINGLE DOORS (x) LOAD CAPACITY - rsF DOOR aMs. cuss TYPES •cz• & •G8' FRAME WIDTH IEAF WODi FRAME HDGHT EXT.(+) M.(-) 37-7/8' 35-i/8' 98' 70.0 135.0 i n u II II u G u II II 0 o � it WW 1133 --IT----- C II 11 y II II II II II I I tl u �i F •••• •••••• • • • • • • •••••• • •••••• • •• •• •• ••••• •••• •••••• ••••• •••• •••• • • • • • • •••• •••• 600 • •••••• • •• •••••• •••••• •••• • • • SIDEUTE NULLED R1TH SINGLE LEAF DOOR SINGLE SIDELFTE FRAME WIDTH MCH S MDEUTE PAW HDORT DESIGN LOAD CAPACITY - PSF 91CHES FOR.(.) 24 30 36 42 82 70.0 135.0 70.0 135.0 70.0 135.0 61.7 114.5 24 30 36 42 B8 70.0 135.0 70.0 135.0 70.0 135.0 61.7 114.5 24 30 36 92 70.0 135.0 70.0 135.0 o 7.0 135.0 24 30 36 96 70.0 135.0 70.0 135.0 70.0 135.0 NOTE: FOR DOOR AND SIDELITE CAPACITIES SEE SHEET 2. FOR SIDELTTE MULLION CAPACITY SEE CHART ABOVE. LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. 755 11 CLUSTER OF (6) ANCHORS AT HEAD/SILL 3. 8• 9' q 3' TYP. MAX. E HEAD SILL / I / H1 / H • 01 (O \ 25' 32 1/2' D.L. OPG. D.L. OK. 1O S 35 1/6' MAX. LEAF WR1TH rlp me f MVIIm � as •rplriq wily 1h 6W W 37 7/6' MAX. 37• 6i1'& AWN•�1'i• I (� DOOR FRAME WIDTH SIDa WIDTH Ryttry dte t (XO) y�r�QwYd MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 51.2 S0. FT. PER FBC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 J npn - O i 05-01 $ 3i6 0 00 W'00W 6fATE drawing no. •••• • • s• • • •• • ••••• •••• •••••• • • •••• •••• • 5/16' MIN. THROW BOLT PENETRATION Okixun':�l O© m O a 0 a FW W ING OPTIONS SHEET 1 EDGE oRT. TYPICAL ANCHORS SEE ELEVS. wr FOR SPACING LOAD BEARING SHIMS OR POURED k HARDENED HIGH STRENGTH GROUT NON -SHRINK. NON-METALLIC T c 5000 PSI MIN. n PROPERLY SECURED 18Y OR 29Y WOW BUCK OR 29Y WOOD BUCK WOOD STRUCTURE SEE NOTE SHEET 1 n = n N TYPICAL ANCHORS TYPICAL. ANCHORS SEE ELEVS. SEE ELEVS. FOR SPACING FOR SPACING 1BY OR 20Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE a". FOR SPACING 5/16" DIA. ULjRAQQjLjDL:= (Fu-177 KSI, Fy-155 KSI) INTO WOOD BUCKS OR WOOD STRUCTURES 1-7/8" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 2BY BUCKS INTO CONIC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR 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-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH AUNMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1-1/4" MIN, INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fe - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. METAL STRUCTURE EDGE DIST. (SEE SPEC BELW U o ,I Z e • � Og Rij I^ -� o f 2 a ° r PKAL ANCHORS SEE ELEVATIONS ° 8 9 4 FOR SPACING b j l MM-OADE COUNTY APPROVED : I CLIPPED I Q I MULLION I !SEE SEPARATE NOA 1. W N• `--------- ---- J • 2255 0 W 0 h V w v 7MTYP.r.�AL.ANCHORS 28 ACI N �tp FOR SPACING N � 3L�^ = p 00 1 _Z 3 _j vA& as rAvik VU.)u� N•��-7 Ids O DOOR DETAILS ITEOF dTOWing no. *1D" W15-68 •••• •••••• • • • • ...... . .. .. .. ..... .... .... . . .... .... • ...... .... . . a0 �� oW tl N F b 1BY OR 20Y W • 72 WOOD BUCK f L N I 1/4' MAX. 3/8' MAX. CONCEALED FLUSH BOLTS J iV V SHIM © 3 LEVERS AT STILE FACE O SmM L pt e � C 4 WONT 8 N r TYPICAL ANCHORS VVV SEE ELM 16 :CONCRETE > pJ FOR SPACNG 0 It 26 13 - _ 0 It is F 24 LL _ _ _ _ _ _ _ _ _ _ •s• TYPICAL ANCHORS Q W Np•j S _ SEE ELM FOR SPACING B j O 23 J n 25 EXTERIOR 19 9 D.L.O. 26 26 METAL STRUCTURE LEAF WIDTH �n SEE SPEC SHEET 4LOCK F.- W " DOOR FRAME WIDTH SEE SHEET 7 w FOR DESCRIPTION It � 3 r� oM n 3/8' MAX. 0 00 J 1 SHIM _Z ; 3/8' MAX. 3 Z y n SHIM Q o 4Ql TYPICAL ANCHORS OR 28Y w BUCK w oo w J FOSEE R SPACING •. WOOD STR TORE��lRE►� a0� 59 NOTE ET 1 Ae O os, a - .a1 • EXT. EXT. TWICAI, ANCHORS m SEE ELEVS. c o FOR SPACING .2 0 & k ao eg<• I m n yy3►-1�� Q.'•,. TE OF �� drawing no. DOOR DETAILS �'�T,r,�O�ALT�� sheet 5 of g • • •• • • •• • • • • g •••••• •••••• • • • • • •••••• •• •••••• • •• •• •• ••••• ••g• •••••• ••••• •••• goes • • •••• •••• • •••••• • •• •••••• • ••s• • •• • • • • •••• 0 TYPICAL ANCHORS 1/4' MAX. © 3/8' MAX.SEE FOR ELEVSSPACING SHIM8 SHIM fDGE 1BY OR 28Y WOOD BUCK TYPICAL ANCHORS FOR SPACING MASONRY Q OR EL 18 Qf Zn n I , . . CONCRETE 0O, v 0 Q Shy 0 _ _ _ H - ., poi+ �y5� ��yy 1EE EL ANCHORS p �+. y�+ FOR SPACING Q u O EXTERIOR Q W D.L.O. IL i • METAL STRUCTURE J C v SEE SPEC SHEET 4 SIDEUTE FRAME WIDTH TYPICAL ANCHORS Q SEE ELEVS. FOR SPACING 3/B' MAX. � N 18 H 1 G SHIM H J O 26 O s $ 3 • 18 1e w R ~ W 28 24 - ((AA U1 c0 3�n • O o "> CO HRr Zvi R :: CONCRETE W 00. W D.LO. 1s g *211EXTERIOR w e0� D.L.O. 0 tfAf 3/8' DOOR FRAME WIDTH SIDELITE FRAME WIDTH 37-7/8' MAX. o � OVERALL FRAME WIDTH c 8 R R cv sHJWS 18 2e z 3 3 • HARDENED UT emmuc E REVl RINK. NON-METALLIC 1g r igw101i! i7NIK c o - PSI MIN. 1s ° zed �� Z SIDELITE DETAILS ` o 24 11 ``�jlil le �i�' r+ o TY �• Tel _ � $ � � EXT. .': • SEE EI ANCHORS EDGE �' SEE ELEVS. 23 � 81{47E OF drowirtg no. FOR SPACING DOOR FRAME WIDTH 19 SIDEUTE FRAME WIDTH 37-7/8' MAX. 3/8. SINGLE SIDELITE i��r�NAtj1A�� sheet 6 of g E \� 4 � 2 GlAZ11Xi OP710NS SEE SHEET 1 �a O "a w k w I 4 M LOAD BEARING OR POURED STRENGTH 2 �HIGN LOCK: CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'SCHIAGE' OR 'KWICSEr LOCATED AT 38' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO LOCK STILE WITH (2) /8 X 3/4- FH MULTI THREAD SCREWS (2) 8-32 X 11/16- PH MS SURFACE MOUNT METALLIC DEAD SOLT LOCK BY 'SCHLAGE' OR 'KWIKSEF LOCATEQ AT 43-1/2- FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO LOCK STILE WITH (2) f8 X 3/4- FH MULTI THREAD SCREWS (2) 1/4-28 X 2-1/4' ON MS FLUSH MOUNT METALLIC STRIKE PLATES FACING LOCKS AT 39- AND 44-1/2- FROM BOTTOM EACH PLATE FASTENED TO FRAME JAMB WITH (2) /10 X 5/8' FH SMS CONCEALED FLUSH BOLTS BY 'SULLIVAN do ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-1/2- FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH (2) /8-32 X 1/2- FH MS HINGES: 3-1/2' X 7-5/8' X .122- THK. EXTRUDED ALUM HINGE PART /FD-107 BY SULLIVAN @ ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4- FROM BOTTOM TOP HINGE AT 11-3/4- FROM TOP CENTER HINGE AT MIDSPAN (38- O.C. MAX) HINGES FASTENED WITH #10 X 1- FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. REM j PART 0 REQD. DESSCRIPTT[ON MATERIAL MANP./SOPPLIZR/RZMan 1 E601 - DOOR FRAME HEAD/SILL 6063-TB - 2 E602 FRAME COVEN 6063-T8 3 E603 - DOOR FRAME JAMS W63-78 - 4 E604 - SIDELITE TOP h BOTTOM FRAME 6083-T6 - 4A E626 - SIDEUTE 9' BOTTOM FRAME 6063-TS - 5 E605 - ISIDELITE FRAME JAMB 5063-T6 - 7 E607 - LEAF TOP k BOTTOM RAIL W63-T6 - 7A E625 - LEAF 9' BOTTOLI RAIL 6063-TB - B E608 - LEAF W'STRIP ADAPTER 8063-TB - 9 EW9 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK SIRE 6063-TS - 12 E612 - LEAF ALIGNMENT BRACKET BOBS -TB - 13 E813 1/ CORNER I LEAF CLAMP BM-T6 4-1/4' LONG 13A E613 2/ RANGE JHINGE BACK-UP PLATE 6D63-T8 9' LONG 138 E613 1 LOCK REINFORCING PLATE, ABOVE AND BELOW LOCK 6063-TS 24- LONG 13C 010 X 3/4- 1/ PLATE LOCI( REINFORCING FASTENER 6063-TB FH SELF OPoWNG SCREW 14 FY109 - GLAZING BEAD (LAM. GLASS) 6053-T6 - 15 E710 - GLAZING BEAD (MSUL CLASS) 6063-TS - 16 E816 - SNAP COVER 6063-T6 - 17 E813 - SOLT SUPPORT 6063-T6 NOT SHOWN 18 E623 1 I SIDEUTE MULLION 6063-T6 - 19 FO-107 3/ LEAF I BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 F81202 - RUSH BOLT LEVER - SULLIVAN k ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN h ASSOC. 22 /10 X 1-1/4- AS REDD. FRAME ASSEMBLY SCREWS - HH SMS ' 23 #12 X 3/4- - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8' DIA THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 28 1 E20618-KN-3020 - BULB W STRIPPING EPDM - 27 E206 - GLAZING BEAD BULB EPDM ULTRAFAB 28 - - XL EDGE SPACER (NSUL TAM. GLASS) ST. STEEL CARDINAL 29 E622 - FLUSH BOLT CLIP NYLON - 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO/WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4' 2/ ADAPTER FH SELF DRILLING SCREWS, AT 5' FROM EACH END11 - 35 2/ LITE SETTING BLOCK, 1/4- X 3/4- X 4- LONG I EPDM AT 6- FROM EACH END, WROMETER 80t5 ITEM NUMBERS 6, 11, 32 AND 34 ARE NOT USED IN BILL OF MATERIALS •oODUCFY6Y� o e..pyLn wkr ae PIn1h. bAilln C•dr a�Awqftea-No! - hN�Q2�• 1��a `W51sMr►S7 SUIEOF drawing no. W15-68 •••••• • • • • • •••••• • •• •• •• ••••• •••• •••• • • •••• •••• ...... ... ...... •••••• •••• • • me .825 1 750 I f .803 .oso .9I .045 .062 m m ; Z q 1.62S 078 t k h F 2.062 4.031 4.750 t.047 1.252 u`t v 20 0 0 HJ t4 GLAZING BEAD is GLAZING BEAD UM. GLASS INSUL UM. GLASS 8 frog t DOOR FRAME HEAD/SILL LEAF TOP/BOTTOM RAIL t.507+� I 2.000 .188 -f O 7F{ V as O a �Q` 0 a 8 G �4.000� 1.825 4.719 078 .078 {L Z p�$ - S p 14 4.781 3.719 4500 a �I a .078 1.750 1.507 .156Ll L 8.250 7.531 LLJd, n fin, II 1.507+1 1.750 4.000 9 LEAF HINGE STILE 18 SIDELITE MULLION m F W 4 5.344 OI SIDEUTE TOP & BOTTOM FRAME 4.000�j 2.001 1.750 1.507 .094 I II F--1.750--i .312 .442 1j T 0 C) r)j N 000 n Z 34 $ 329 078 I� 078 1A 9" BOTTOM RAIL 12 1.584 4tODUCf aey� rinrai„tl`0 O oa U Lnu W 4-1•e12�1 to LEAF LOCK STILE 1.507-1 LEAF ALIGNMENT BRACKET AteglfKe 1 -I(02• E pb.d.o•• O 2 FRAME COVER 1500 r. 1�.3127 375 ( �• ltfi✓I4i 125o1�3.719 1 r.687 .57 8.05�Di 6 .154 -I JJJ .078 0 ¢ g 1a SNAP COVER a LEAF W'STRIP ADAPTER 13 LEAF CLAMP 9.000 t HINGE BACK-UP PLATE • m ,. 1 soo r.625 4.000 .078- 4.000 500 r - .719 1.507 0.281 ? LOCK REINF. tl1111111,,, � = 1D6B2 • - ''� 1.625 - �D-3 j-j 7; TE OF �� 4.000 �'�s''•/•y� �� ✓° < m 8 .i .. •• droning no. W15-68 �J 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME • •••••• • •• •• •• • 22 yam,/ W Lqu , 20 Z ti� 3 OLOo grbut al a a 0 J N J DOOR FRAME CORNER F (/I W c� UrI 20 N SIDELITE FRAME CORNER 3 rM M p or n o o0 Wauo� O OWDUC f RBV� rrrrb't+l�Ir�lri/e� 12 Arcepua N! E�pind+• iYk t o e u Y W a O 13 �<m 111111111j"I24 It70�2 yS LEAF CORNER ��OW 1101111 sheet 9 of 9 •••••• • • • • • ••••• •••• •••••• ••••• •••• •••• • • •••• •••• •••••• •••• • • MIAMEQADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11905 SW 26 SaM Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Nami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/ecoaomv ECO Windows Systems, LLC 9114 N. W.106* Street, Medley, FL 33178 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 "700-3" Aluminum Sliding Glass Doors (3 & 4-Tracks) w/ Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressures Vs glass types and panel sizes charts in sheet 1. Sill riser is integral part of the system. 2. See approved configurations in sheets 3 thm 5. The max flame are of alternate sizes not to exceed tested frame area per FBC requirements, as limited per sheet 2. LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, 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 renews #17-0712.01 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 Ishaq L Chanda, P.E. G�•� NOA No. 20 Expiration Date: Marchh 2020,202424 Approval Date: January 17, 2019 Page 1 111o1�°I ECO Windows Systems. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W1349 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #15-0612.05 /#13-0912.02) 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, TAS 202-94 along with marked -up drawings and installation diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL -7405 dated 09/13/2013 and last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P. E. Note: The above referenced test report has an addendum letter dated FEB 10, 2014, issued by Fenestration Testing Lab, Inc., signed by Ms. Hiana Sanchez, test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5`h • • • . Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, • • • . : . .. 2015, signed 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 00000 "• 00000 • ... 1. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. (Former E.I. ' • • • • • .... DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring • • • ...... on 12/11/16. • • • • • • .. .. ; ... 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. 0 • '.:..' . 0 DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass • • • • . • • ... • • • • • Interlayers", expiring on 07/04/17. "" • F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5' Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon, P.E.S•- Ishaq I Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals (spin-off from 2-track Sys) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, 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, TAS 202-94 along with marked -up drawings and installation diagrams of Alum sliding Glass doors (3- tracks), prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-9333 dated 02/08/17, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2017 (6' Edition), prepared by Al Farooq Corporation, dated 07/05/17, signed and sealed by Javad .... Ahmad, P.E. • • ' • •' ; • • • 2. Glazing complies w/ AST E-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.16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont • • • • • 0060 0609 DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" see* • • • • . (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. • • • • • • . .... • • 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. (Former E.I. • • • • • • .. .. ; ... DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. • • • " "' • • • • F. STATEMENTS • • • • 1. Statement letter of conformance to FBC 2017(66 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/06/17, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal # 16-1466 dated 03/04/17 approved by RER. E-2 Ishaq L Chanda, P.E. Product Control Unit Supervisor NOA No.18-1220.09 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 ..0000 . . . • • • ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", expiring on 07/4/23. F. STATEMENTS (submitted under file #17-0712.01) 1. Statement letter of conformance to FBC 2017(6m edition) prepared by Al-Farooq Corporation, dated 05/06/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA # 17-0712.01, expiring 03/20/2024. kS L- , . L-1., . .-. Isliaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-3 •••••• • • • • • •••••• • •• •• •• ••••• •••• •••••• ••••• •••• •••• • • • • • • •••• •••• 006 • •••••• • •• •••••• • •••• • •• • • • • 000000 • • •••• DESIGN LOAD CAPACITY - PSF AVERAGE PANEL WM Ficm DOOR FRAIE HOW Ncm GLASS TYPES 'A', 'AI' GLASS TYPES 'B'. 'BL' FXT.(+) I INT.(-) EXT.(+) INT.(-) 30 36 42 48 54 82 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 53.3 71.1 53.3 71.1 30 36 42 48 54 84 60.0 80.0 60.0 80.0 60.0 80.0 50.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 50.0 53.3 71.1 53.3 71.1 30 36 42 48 54 90 60.0 00.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 12.0 60.0 80.0 60.0 80.0 60.0 80.0 .3 71.1 - - 30 36 42 48 54 96 60.0 80.0 60.0 80.0 50.0 80.0 60.0 80.0 60.0 W.0 60.0 80.0 60.0 80.0 6Q0 90.0 1 53.3 71.1 - - 30 35 42 48 9B 60.0 80.0 60.0 8D.0 W60.080.0 60.0 80.0 60.0 80.0 30 36 42 48 102 60.0 80.0 - - 60.0 80.0 - - 60.0 80.0 - - 60.0 90.0 - - 30 35 42 48 108 60.0 80.0 - - 60.0 60.0 - - 60.0 W.0 - - 80.0 80.0 - SERIES-700-3 ALUMINUM SLIDING THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH MMON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA 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. 3/16' TEMP. GLASS �u 3/16' HEAT STREN'D GLASS 3/8' AIR SPACE 090' Imterloyer 3/15' HEAT STRETND GLASS .� q 3 BynCroy America, Me.' .mG ;Aoysr 'O 3/16' HEAT STREN'D GLASS By 'Kwarcy America, Inc.' S _ a 3/16- HEAT STREN'D GLASS f � / 23 i. I: \ i 23 I. \ IIWZuu L4 28 n / I, i 28 a¢a� i SILICONE SILICONE O G N .i now 899 I !i ii ii I DOW 899 od' d Z \ il 29 / \ 29 CARDINAL XL ST. SPACER ST. •l4• L A?T?d ( _ SLID. pFMy� GLASS TYPE 'A' GLASS TYPE 'Al i v N 7/16• ovERwt LAM. GLASS 1• OVERALL INSUL LAM. CLASS 3/16• TEMP. GLASS 3/16• HEAT STREWD GLASS 3/8' AIR SPACE Y1 090' Interlayer 3/18' HEAT OREN'D GLASS pROOM ILEniT m" �S TroWfol PVB 'n whkd* OMIl a W �By 'k mmy America. Inc.' 090' Interiayer ,Cete. I g_I'L?II.OS Trosifol PVB AmpleeEe, 3/16' HEAT STREN'D GLASS By 'kumray America, Inc.' ErPimNee Z 3 O1m 3/18' HEAT STREN'D GLASS 8y I = 3 „ SM`_ �• �^^ j Q!n .4b"i 'j coo II i '•' g Z 3 B I± 3 0 R Si! i! \ co 0 La 28 roLa ! SILICONE !i i SILICONE DOW 899 I !i iii I DOW 899 I: I 29 /ECARDINAL XL DGE SPACER ° ST. STEEL GLASS TYPE 'B' GLASS TYPE 'BI' p ??,, 7/16' OVERALL LAM. GLASS 1. OVERALL INSUL. LAM. GLASS e 8 GLAZING OPTIONS 3 & 4 TRACKS S.G.D. WITH ALUM REINF. � • OPERABLE AND POCKET a o S THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ; i' 4j SHUTTERS ARE NOT REQUIRED. - NOTE: _ GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 4(/�� drawing no. AND FLORIDA BUILDING COMMISSION W� 7-6Z DECLARATORY STATEMENT DCA05-DEC-219 yyAAi1�N1foil llttl��`� sheet 1 of13 •••• •••••• • • • • • • l ••f• • •• •••••• •••• • i • • •••• 6I'8 POCKET JAMB ANCHORS 5' MAX. 12' MAX. jA'B. ♦� Y HEAD HEAD t [` . CORNERS 4 TRACK FRAME HEAD {�v W n: Z g ; 0� g 3 TRACK •^�� FRAME HEAD i $ Q j] him DOOR FRAME WIDTH A C C E W O �o S q zd a O c m a m 7a5 � IMLODUCPYdYlf® r wMUly wYY Ae E Z- 7 $ � L 6 se 42 1/16' 42 1/16- D.L. OPG. D.L. OPG. 49 3/16' 1 ^49 5/16' ,0 ;.LL'��a;t•9 DAYLITE OPENINGS WIDTHS: FIXED STILE —INTERLOCK — PANEL WIDTH — 7.125' INTERLOCK —ASTRAGAL = PANEL WIDTH — 7.250' DAYLrrE OPENING HEIGHT: PANEL HEIGHT — 6.50' PANEL HEIGHT - DOOR FRAME HEIGHT — 1.5625' 12' MAX. J h m � ICAL EAONE OON J, xxxxxx ' °• (3 OR 4 TRACKS) ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 211.6 SO. FT. FOR GLASS TYPES 'A' & 'Al' THE TESTED FRAME AREA OF 196 SO. FT. FOR GLASS TYPES 'B' & '91' V ei pp gx O1 lz 5 3/8' S 3/8' t a l l TYP. TYP. i WW^ R W V J Z�+ O oo S. 3 TRACK FRAME JAMB 4 FRAME TRACK JAMB W . �Rpp1X T Ran $ILL MWIR6C". u Rq 8 4�iR+we No� Ii70• c o 0 n - 4 TRACK �` FRAME SILL an • S E 'AD B — ` 5 • 01 drawing no. ItoRioP,�� W17-62 •••• •••••• • • • • • •••••• • •• •• •• ••••• •••• •••••• ••••• •••• •••• • • •••• •••• •••••• • •• • •••••• •••• • • • DOOR FRAME WIDTH n lie xxxxxx (SHOWN) Oxxxxx OXXXXO APPROVED CONFIGURATIONS NON —POCKETED DOORS THREE (3) TRACKS DOOR FRAME WIDTH A I I ��F D D iGKj Ia � a a iC�4gr IY� I B IM�y4�F L-c-- I So PXXX (SHOWN) I L---- XXXP DOOR FRAME wl� - - �- - I r j F D F d E P -c LA a-b -o 25 0 B L 0 I I LA tiI x� I PXX—XXP (SHOWN) L---- APPROVED CONFIGURATIONS POCKETED DOORS THREE (3) TRACKS NOTE: — s 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. V o 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. J 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. W R Z ,O nM � O 6 01 r+Qooucrazvreo n � coo 1 z 3 iJIKIDUC7 AEnE'W� w,,."mp"%wb*§rAd � 'y �Vwsl wllb lie RINl boilmi" ^ 3 z Y h c Aecep, No Ig-IZZp •D° .. %/ vI� �,.1 act q 1 rApinne• Dale - .� 00 WW'm'm� ••� 1, Qr+dr 191..' I I I I 1 nas $ 111111111/j .� � I - � g e EXTERIOR DOOR FRAME WIDTH (SEE Dp TABLE) SEE MAX. AREA LIMITATION *IN SHEET 2 � IE OF F ` drawing no. W17-62 • • •• .•.• A C D 0 D E C yD 9 b a a a e 1 XXXXXX (SHOWN) oxxxxx oxxxxo NOTE: I. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. I a.rbul .pl 4 pbd& � .at is-Itzo•0 8 EipFntiar q PFOBUC FXrMft Go amplt e.& eie 1'- - .ac. 0 En � R W � N � �Q L M n M g Z3� co i 3ZYn �n O OOJ w 0 W J ao2 � 9 ......... -i OF drowmg no. W 17-62 •••••• •••••• • • • • • •••••• • •• •• •• ••••• •••• •••• • • •••• •••• • •••••• •••• • • r- A a F D D i W _< $ S H � I I a a o- o- I L-�-- PXXXX(sarm) XXXXP I La r-- ' a I lag I I I ,io 'POO J PXXX—XXXP (SHOWN) NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. P9'ul{ .rBY di. �.Plaep[•N. '��1ZZQ •� Y I Zgl x� I Maw REVIS!!D w" The flab. -rramba C.ss.I • • f • • • • • • •••••• • •• •• •• 000 ••s••• • •• • •••••• • •••• • •• • • • • • 0000 IBY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ICAL ANCHORS: SEE ELEV. FOR SPACING (SEE POCKET HOOK ANCHORS IN SHEET 9) (� - AT HEAD - - — — — — 'ELCO' f 1/4' DLA. ULTRACON BY (Fu-177 KSI, Fy-155 KSI) 2BY BCONCRETE TH1-R/4- INTO CONCKS CRETE MIN.REMBED CRETE 1/4' DLA. ULTRACON BY 'ELCO' (Fa-177 KSI. Fy-155 KSI) DIRECTLY INTO CONCRETE I 1-3/4" MIN. EMBED i1/4' DLA SELF DRILNG SCREWS (GRADE 5 CRS) INTO MUUJI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES I (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) L — - - AT SILL - — — — — — 11/4' DL4 ILTR!C-ON BY 'ELCO' (Fu=177 KSI, Fy=155 M) DIRECTLY INTO CONCRETE Li-3/4 MIN. EMBED -'---- - - - - -- r —N AT JAMBS- — — — — — t /4_' DIA ULTRACBY 'ELCO' (Fu=177 K51, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR GROUT FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR GROUT FILLED BLOCKS 1/4' DUl ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONC. OR GROUT FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR GROUT FILLED BLOCKS 1/4' DLA SELF DRILNG SCREWS (GRADE 5 CRS) INTO MIAMI-DAOE COUNTY APPROVED MULLIONS OR IINTO METAL CTPIICTI IGFC (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) L(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) _ _ J ANCHOR EDM DISTA CES INTO CONCRETE - 1' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE = 3/4MIN, WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 GROUT FILED BLOCK AT JAMBS Pm - 2000 PSI MIN. �%ftV ozg � q �W z� �m dew �0t LL o Rpo 00W 0Z� Q IL o qq O 4 tl1 j !� z �H---� :Ia�g 0 C 225552 "WDUC► AF. CWg0 ro a-pwn -NA 1k FL.do d.WL., C." m A—W-a N.-Inu-03 llpl �i �*' f•Ntut drawing no. 18Y OR 28Y WOOD BUCK it • • • •••••• • •• •• •• ••••• •••• •••••• ••••• •••• •••• • • •••• •••• •••••• • •• • •••••• •••••• •••• • • ERRING SHIMS & HARDENED RE NGiH GROUT (RINK, NON—METNIJC 1000 PSI MIN. METAL Z STRUCTURES 1/6' THK. 1 Z g ix_HEDGE-3-1/8' (SEE SHEET 6) .. DIST. STAGGERED : tip \ w TYPICAL ANCHORS ELEVS. FOR SPACING TYPICAL ANCHORS FOR � G < .i 01SEE I APPR'D MULLION 11 y p t I SEE SEPARATECOUP I (SEE SHEET 6) WEEPHOLES: W1 = 1-1/2' LONG NOTCH AT EACH END. W2 - 3/16- X 3/4- LONG WEEP NOTCH AT 22- FROM ENDS AND 36' O.C. W3 = 3/16- X I- LONG WEEP NOTCH AT 5- FROM ENDS AND 36' O.C. W4 = 1/4- X 1- LONG WEEP NOTCH AT 5- FROM ENDS AND 36' O.C. PILE PADS: P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16- LONG X 7/16- WIDE X 7/16- HIGH P2 = SELF ADHESIVE PILE PAD 1X 3/8- X 1/4- HIGH P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN 2-1/2- X 1- X 3/8- HIGH P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 2' LONG X 1-7/16' WIDE X 7/16' HIGH O � J TYPICAL ANCHORS SEE EL£/S. P"DUCT Rmt"Y✓♦ FOR SPACING W R Z-w*fq w4Y ft Wi ft C.& tJ H tD p Es'Indw DNe i 1 ],.' —t 3. L M ty tL. Wu1Dwe � n g Q rm� 2f _2 3!i 32�jR 3—TRACKS SHOWN (SEE SHEET 10 FOR 4—TRACKS ANCHORS) "—y' �y' Q C-4O 0 �- () Co8 rNmxc F REvmm badlugeak Aesgaww 1 - IZ•oJ _1avMIt Wlre-�-�,7p�,L`j Ooo • OF F drawing no. W 17-62 •••• • • • • • • ...... .... . . 4ftu TYPICAL ANCHORS PANEL WIDTH o SEE ELEV. n FOR SPACING .L ; O S O D.L.O. P3 17 7 P3 ¢ c�a .. o W cy 22 21 PJ g6 6 . — 27 ........... -_ gai ILL�s C 3 v .. 22 22 .:. i �o EXTERIOR . 17 P2 9 18Y WOOD BUCK D.L OPG. S3 (SEE NOTE SHEET 1) 27 .' PANEL WIDTH o W K i/ DOOR FRAME WIDTH 0 oM QIIId6e Comae Jnp aD r�1 TYPICALANCHORS O EE EL FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS / Y o Lo o SEE ELEv. SEE ELEV. IRbr i7Rf w coo 2 FOR SPACING FOR SPACING 7/4' MAX. 0 SHIMS c ` With th. W $ � � ��-a7/2•o/ � c 2 � t rf � "� Gj •.. r• . g \\\III1e11�/rTr Z C YS - EXT.L] n 4 �sfi}{MAX. o c ° DOOR FRAME WIDTH t/4• EXT. EKT• sHIM •• Of drawing no. W17-62 1/4 MAX 3-TRACKS SFI011R1 %`r SHIM (SEP 3!ONAL\7"``` �`` she•c a or 13 (elrc CFIFFT 10 FDR hTRe<=KC ANCHDRS_1 �/� •••• •• • • POCKET CAVITY NOT BY 'ECO WDW. NOT PART OF THS NOA TO BE REVIEWED BY ANJ rul rMlblJ JA &D Vrllyll OK 51KIP ANUNUK5 4' FROM ENDS D 14' O.C. n ROOK STRIP ANCHORS : J 414 SMS (GRADE 2 CRS) W INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1 OIA LILTRACON BY ELC (Fu-177 KSI, FY-155 KSI) O! to 10 THRU 1BY BUCKS INTO CONC. OR FILLED BLOCKS 1-1/4' MIN. EMBED INTO CONC. OR FILLED BLOCKS 0 0 co DIRECTLY INTO CONC. OR FILLED BLOCKS +fin 3 1-1/4' MIN. EMBED INTO CONC. OR FILLED BLOCKS Z n NOOK STRIP ANCHORS SCREWS (G 5 CRS) 0 a 0 -AT 9' FROM ENDS INTO METAL STRUCTURES W au'Dw AND t4' D.C. (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 WTO1 AUMNLM TO BE PLATED OR PANTED) INTO CONCRETE OR BLOCKS - 1-1/4' MIN. A) c = 1-5/8' MIN. �B) btmcT RSfmvw INTO WOOD STRUCTURE - 1' MIN. o r mopi ee w{M 60 F%Wib INTO METAL STRUCTURE - 3/4' MIN. u ••m.2 Gdc 4ca•na. No f ?-�- Oa WOOD AT JAMBS SG - OMMIN. UrA�1 lw D�1e l CONCRETE AT JAMBS Pe - 3000 PSI MIN. i. C-90 GROUT I L ED BLOCK AT JAMBS f'm - 2000 PSI MIN. c o o >�••tBAe ° S dw1u Jie ileiib °°°° � ° � � / EDGE Dr.T. STAGGERED FOR SPACING FOR SPACINGrfPICAL CH ORS MIAM NTT APPRD MULLION SEE SEPARATE NOA (SEE SHEET 6) TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV �1/4- MAX/ v0Z '+��=�� r/4-\��=.s—= METAL (SEE SHEET * TYPICCAL ANCHORS SEE ELEV. FOR SPACING m" ao = OF I'drowing no. •••••• • • • • • •••••• • •• •• •• ••••• •••• •••••• ••••• •••• •••• • • •••• •••• • •••••• • •• •••••• • • • • •••••• •••• • • / QOIN Y DffiCWPTION 11At�8A1. YANP./SUPPI]ER/REMARLS E723 1 FRAME WAD (3 TRACK) BOOS-TS - E720 1 FRAME HEAD (4 TRACK) BOOS-T5 - E724 1 FRAME SILL (J TRACK) BOOS-T5 E721 1 FRAME SILL (4 TRACK) BOOS-T5 E72S 2 FRAME JAMB (3 TRACK) 6063-TB - E722 2 FRAME JAMB (4 TRACK) 6063-T6 - 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAtl. BO6S-TB - S E705 AS ROD. PANEL LOCK STILE 6083-TB - 6 E70e AS READ. PANEL OUTER INTERLOCK 80&T-T6 - 7 E707 AS REOD. PANEL INNER INTERLOCK 8063-TB - 8 E708 AS REOD. PANEL MALE ASTRAGAL 6063-T6 - 9 E70B AS REOD. PANEL FEMALE ASTRAGAL 8083-T6 - 10 E710 AS REOD. GLAZING BEAD 7/16' LAMINATED CLASS 6063-T6 - 11 E711 AS REOD. G1A2117C BEAD 1' INSULATED CLASS BOBJ-T6 - 14 E714 AS REOD. 2-3/4' Stll RISER 8083-TB - 15 E715 AS REOD. FiJ�D PANEL CLIP (CONTINUOUS) 8063-T6 - I6 E729 AS REOD. HOOK STRIP 8�3-T6 - 17 E717 AS REOD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 8063-T6 - 78 /70 % 3/4' HWH SMS AS REOD. FRAME ASSY. SCREWS ST. STEEL - 18A j10 X 1' FH SMS AS REOD. PANEL ASSY. SCREWS 5f. STEEL - 19 /B X 1/2' PH SMS 2/CUP FIXED PANEL CUP SCREWS ST. STEEL AT 3' FROM ENDS !c 16' O.C. 20 10 X 1-1/4' PH SMS 1/ ROLLER ROLLER 945T. SCREWS - �T SIi0W11 21 WEATHERSTRIP AS REOD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL .190 HIGH BY ULTRAFAB 22 E235 AS REDO. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB 2J E203 AS REOD. GLAZING BEAD BULB S,NVfOPRENE ULTRAFAB, DUROMEIEH 6St5 24 PR03-BOOS 2/ IIOV. PANEL TANDEM NYLON WHEELS IN ST. STEEL HOUSING - INTE%OCK (1/2' M1C. SPACER REOD. zs E718 2/PANEL FUCED PANEL SKATE DELRIN - 26 /8 X 1/2' PH SMS 2/CLIP FIXED PANEL SKATE INSf. SCREWS ST. STEEL 27 - AS REOD. 3 PLY OVAL POINT LOCK ASSEMBLY - 8Y INTERLOCK 28 - AS REOD. BUMPON (SIUWNE SPACER) SILICONE BY FRANK LOWS 2g - AS REOD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80t5 SHORE A U N 01 Z a �Q V OF °a IL z al - a� 1 J n W Z ~ is b N�� 3tM S a' O i5M 2 S Z3� AENUCT RiNE'IhYil ^ 3 Z �x.� QI! t�Mr� y O N ��N• �$-IZZO•cg �a W0 on Low SEALANT: a.•r ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. 3i AEOmDYrREVmm c 9 wft Ole fu" o Itit*-mt4l /Z•0� • u Irw ag lh1 ~ - C�••r aoa A g `11BE 11111111111/111'''' < JpD.!�f/l/ TE OF '. � drawing no. 'ss' oNlla?• W17-62 'ci�1j0J11At1171% ` sheet 11 of 13 R38 PART • • •• • • •• •••••• •••••• • • • • • • • • • • • •••••• •••••• • •• •• •• ••••• •••• •••••• ••••• •••• •••• • • • • • • •••• •••• •••••• 006 •••••• • •• • •••••• • • • • • •••• • •• • • • • •••••• •••• • • • • •••• p-8.518 � j`--'� 8.716 -� � I 1.312 1.121 9 .078 1•312 1.129 .078 1.998-1 1.998 1.998 1.998 1.998-- 1 1.998 IL 1.998 to FRAME HEAD 8 FRAME HEAD (4 1.998 1.998� 2.067 �{ � �1.991998.1.998 �•�-2.06 17 1.139 I I I I 1.022 1.139 I I 1.022 .078 6.808 9.006 O FRAME SILL (3 TRACK) I Q O FRAME JAMB ��.078 2.428 094 - III-6-{32 3.172 8 HOOK STRIP O FRAME JAMB (4 TI .210-1 2-7 .068 2.687 i 1.047 SILL RISER FRAME SILL (4 TRACK) .130 i r .937 ,045 062 1 --i 1.252 L GLAZING BEAD 10 1 INSUL LAM. CLASS .6921 r .0500 128 .021 � -�•1 1.252 L t 1 GLAZING BEAD 7/16- LAM. GLASS 3.562-^j .078 h 1.823 1.647 .094 2.625 O PANEL LOCK STILE 3.582 Z m h 2.104L .078 1.847 F W N �t 2.625 O PANEL INNER INTERLOCK v 0914 3562 Qpap< 04 W 04 2 t 1.647 .078 2.1I04 S 1 _ .- 7 J5 04 PANEL TOP k BOTTOM RAIL OO PANEL OUTER INTERLOCK 915 2.248 .125 357 .149 1.493 .078 062J I 1.540 �1 .125 t5 FIX. PANEL CUP 17 INTERLOCK STIFFENER s.fiB7-� I 3.437 1.823 .078 3.819 3.995 1.623 i 1.647 078 2.500 .140 2.000 PANEL FEMALE ASTRAGAL I O PANEL MALE ASTRAGAL 'ROMICI am �Mr.. 4 Code rmuc P 9,EYifd "' g 4acephoq N4 �S'1L10• 03#Aampmg wm at Fbd& y N. Bal*oLMo ciy✓� OF :(�` drowing ` no. �- ME •.••. .•.. •s••.. • i ••w•• •••• w••• • •*000 • • .••... • we • • . • . • • • .••• I 4 TRACK FRAMES TOP CORNENROMxrfjmzm ft n PW" Uie•M !kA I%` �4,V O q � b Re.�yy Q �Q9ja7 �Y N0 p '50 1 a ME A114 �1) EN ` ffi i g RSA e` ' drawingno. W 1762 •• • • • •• • • •• • • • • • •••••• • • • • • • • •••••• •••••• • •• •• •• ••••• •••• •••••• ••••• •••• •••• • • • • • •••• •••• •••••• •••••• • •• • •••••• •••••• •••• • • • MIAMFDiADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 209 BOARD AND CODE ADMIIHISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade gn eeonomv Labrador & Fundora Corp. dba V & V Windows 2355 W 4h Avenue Hialeah, FL 33010 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 "1000" Aluminum Fixed Window — N.L APPROVAL DOCUMENT: Drawing No. W07-98, titled "Series 1000 Ahura. Fixed Window (N.L)", sheets 1 through 3 of 3, dated 11/19/07, with revision C dated 09/25/17, 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: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. 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. 15-0209.07 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The suubmitted documentation was reviewed by Manuel Perez, P.E. NOA No.17-1011.03 Expiration Date: February 07, 2023 Approval Date:Deeember 07, 2017 J 2�09'l17 Page 1 Labrador & Fundora Corp. dba V & V Windows 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. 07-1130.07) 2. Drawing No. W07-98, titled "Series 1000 Alum. Fixed Window (N.T.)", sheets 1 through 3 of 3, dated 11/19/07, with revision dated 08/04/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a series 1000 fixed non —impact window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF- 0709.01-07, dated 10/12/07, signed and sealed by William R. Mehner, P.E. and by Henry Hattem, P.E. (Submitted under NOA Na 07-1130.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 01/21/15 and 07/31/15, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 •••• • • • D. QUALITY ASSURANCE • 0 0 • • • • • : 1. Miami -Dade Department of Regulatory and Economic Resources (RER). • • ' • • E. MATERIAI. CERTIFICATIONS • • ••••.• 1. None. ••••• • • • • •••• • • •••••• F. STATEMENTS • 0 • •'000000 ' • " • • • • 1. Statement letter of conformance, complying with FBC 51 Edition (2014), and of no financial • interest, dated 01/21/15, issued byAI-Farooq Corporation, signed and sealed by Javad Ahmad, •0 0 • • P.E. .. • • • . • • • •••••• 2. Laboratory compliance letter for Test Report No. ATLSF-0709.01-07, dated 10/12/07, signed • • • • • ..:... and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. • •• • • • (Submitted under NOA No. 07-1130.07) •••••• ••• •• • •••••• G. OTETAS 1. Notice of Acceptance No. 12-1113.07, issued to Labrador & Fundora Corp. dba V & V Windows, for their Series "1000" Aluminum Fixed Window — N.I., approved on 0124/13 and expiring on 02/07/18. Manuel P P.E. Product Control T6zalninar NOA No. 17-1011.03 Expiration Date: February07, 2023 Approval Date: December 07, 2017 E-1 Labrador & Fundora Corp. dba V & V Windows .••• • • •. . . •. • • • . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W07-98, titled "Series 1000 Alum. Fixed Window (N.I.)", sheets 1 through 3 of 3, dated 11/19/07, with revision C dated 09/25/17, prepared by Al -Fa" Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None, F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014N with FBC 6th Edition (2017), and of no financial interest, dated September 07, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-M09.07, issued to Labrador & Fundora Corp. dba V & V Windows, for their Series "1000" Aluminum Fixed Window - N.I., approved on 08/13/15 and expiring on 02/07/18. E-2 Manuel P.E. Product Contr iner NOA No.17-1011.03 Expiration Date: February07, 2023 Approval Date: December 07, 2017 1 •••• •• • • •• DESIGN LOAD CAPACITY - PSF 1 TYEW. WINDOW DIMS. I GLASS 30' 33' 36' 39' 42' 45' 48' 51" 54" 57' 80' 63' 66' 30' 33' 35' 39` 42" 45' 48' 51' 54' 57' 80' 83' 30' 33' 36• 39' 42' 45` 48' 51' 54' 57, W. 30' 33' 36• J9' 42' 45• 1. 51' 34' sD' 63' 89' 72' DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF L/4' TBMP. 1/4' TEmp. WINDOW DIMS. CLASS WINDOW DIMS. GLASS WIDTH LOOM EXT.(+) WT.(-) WIDTH UOCTH EXT.(+) INT.(-) 30' 100.0 117.6 30' 100.0 112.1 33' 100.0 100.6 33' 100.0 103.9 36' 100.0 103.1 36, 93` 97.2 97.2 39• 97.8 97.8 1 39' 91.5 91.5 42, r7. 93.3 42' $6.8 86.8 75' 89.6 AS' 827 B2.7 48' 88.4 30' 100.0 111.5 51` 83.8 33' 10010 103.2 54' 81.8 38' 96'96.5 96.5 57' 79.8 39' 90.8 90.8 30' 100.0 118.4 1 42" 88.0 $6.0 33' 100.0 108.4 36' 100.0 101.9 W L 39' 96.5 96.5 42' 78' 91.9 91.9 45' 8&1 88.1 3 48' 94.9 54.9 51' 82.2 82.2 54' 79.9 79.9 30' 100.0 115.4 33100.0 107.4 36' 100.0 100.8 ! 39• 95.3 95.3 42" 81, W.7 90.7 45' W.8 86.8 ' WIDTH AND LENGTH DIMEN9ONS CAN BE ORIENTED 48" 93.5 83.3 1 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE 51' 80.7 80.7 1. 100.0 114.5 33' 100.0 106A 3W 99.8 90.8 1. 94.2 94.2 42' 84' 89.8 89.6 45• 85.6 55.8 1. 82.3 82.3 51• 79.4 79.4 WILL 36' 100.0 113.E 33' 100.0 105.3 38' 982 95.8 39' 87' 93J 93.3 42• 88.6 BBSA45' 54.6 54.6 48' all51.2 JO' 100.0 112.9 33• 100.0 104.7 1.�. 98.0 98.0 39' 92.4 92.4 42' 87.6 87.8 1.83.6 83.8 SERIES 1000 ALUMIN NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). APPLY TO ENTIRE SYSTEM. UM MED WINDOIP APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI-DARE COUNTY APPR'D WINDOWS USING MAAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. TO THE BUILDING STRUCTURE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDrnON)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS dT BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MMIUF'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-METAUJC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.•. 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 55 1/8' FALSE MUNIINS D.L. OPG. SURFACE APPUM) A m MAY BE USED 2 �� m'U II 11 I I �I I� II II 5� II II xS A II II II II I � 2 9' MAX. 6' MAX. -1 CORNERS WINDOWS NOT RATED FOR IMPACT. INSTALLATION OF THIS, PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ, AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. %"W W Li X (p7 3 � o 0 0 vv<'o'o c_ W . -9'. P I � AROOUCf REVLSED � - ai. flcildicg CoJ,; = - $ Y 1i b �.:<p�:arvr,r<� %Q•'• OF : drawing rro. Vv �Z_ tVvc�utt caecd , •• �• i�S�011YAL111�� sheet 1 of 3 -1 CORNERS WINDOWS NOT RATED FOR IMPACT. INSTALLATION OF THIS, PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ, AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. %"W W Li X (p7 3 � o 0 0 vv<'o'o c_ W . -9'. P I � AROOUCf REVLSED � - ai. flcildicg CoJ,; = - $ Y 1i b �.:<p�:arvr,r<� %Q•'• OF : drawing rro. Vv �Z_ tVvc�utt caecd , •• �• i�S�011YAL111�� sheet 1 of 3 F a TYPICAL ANCHORS ELEVS. FOE R SPACING w all METAL STRUCTURE MWAI-DADE COUNTY APPROVED MULLION R MULUON ANCHORS SEE SEPARATE NOA EDGE H—T DIST. 71 4Dr a N \ \ TYPICAL ANCHORS TYPICASEE ElFI. . FOR SPACING FOR SPACING GE WOOD BUCKS AND METAL STRUCTURE NOT BY LABRADOR & FUNDORA CORP. dbG—V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4- TEMP. GLASS h AT 1/4 POINTS ON UTES lJ WIDER THAN 36. ONLY GLAZINGDET- TA TYPICAL ANCHORS: SEE ay. FOR SPACING 1/4' DIAL ULTRACON BY 'ELCO' (Fw177 KSI. Fy-155 KSI) INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SUS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MU+MI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL- 1/8' THK. MIN. (Fy = 36 KSI MIN.) (Mn IN CONTACT WITH ALUMMIUM TO BE PLATED OR PANTED) TYPICAL EDGE DIS►A14CE INTO CONCRETE AND MASONRY a 2-1/2' MIN. INTO WOOD STRUCTURE a 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. WOOD AT HEAD. SILL OR JAMBS SO = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'e - 3000 PSI MIN. C-90 HOLLOW/FLED BLOCK AT .IAMBS rm - 2000 PSI MN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ACRYLIC CAULK UN1993 BY 'SCHNEE MOREHEAD'. PRODL1CTR&VL%D � cdnpl9ipg w31Mti� i7tli'Es OF awla�coa� — tr twyn,msNo ! bUA3 — E PI�1� orr � •. &owiN no. W07-98 • • ITEM P1HT / QUAXII'1'Y DILBCR�T70N IGT'1{Ridi. TIANP./SOPPI.RR/8®fA816 1 BM2B3 4 WINDOW FRAME 6083-75 - z eA42ez 4 GLAZING STOP eoes-Ts - 3 �6 7( 1' 2/ CORNER FRAME ASST]iBLY SCR£lY5 - PH SMS 4 - AS READ. 01AZB/C G�f VDM. - 8 AS t¢W. SETTING BLOCKS EPOY DlNEOYEIQt BOtS SHORE A m 0 ? Z w a 1.410 b Q b g• zet$p i T IL O U L--2.000 3 }GS;�1 CCWyII � A �. C C OO WINDOW FRAME v F1.32D gffpl re 8* 1 C MWM-OADE COUNTY APPR.F MULLION 1YPICAL ANCHORS 1.480 SEE SEPARATE NOA [SEE ELEV. FOR SPACING GLAZING STOP z o 0 0 3 n rr W (1 _ . J $ O EXTERIOR TYPICAL CORNER CONSTRUCTION a c c<o �i WINDOW W M wMOOw MAOTM $ g o� off^ 1/4' MM $ � a s1sM V) O 1/4' MAX. 1@Y WOOD BUCKS TYPICAL ANCHORS SHBIS 1/4- SEE ELEV. ING O.L. OPG. v,. MAX FOR SPACING 2 '� TYPICAL ANCHORS WOOD CI( SEE �V OR FOR SPACING RE a�RR Bes _ o "are TYPICAL ANCHORS a W - t EXTERIOR SEE ELEV. FOR SPACING o m METAL STRUCTURE MANDDW WIDTH ```1ttUIIN/rrrrr' ' = PRODtJ('T R$ytg� - '- atieomd731,F+vrtbRePlra'lltt AceCylyu¢ TdD J '� ` v • S a Eapirrt'bn D;t OF �( �/� drowi-nfg [ono. iumi lodlwt grr�HIALTA�� sAe.t 3of 3 •••••• • • • • • ••••• •••• •••••• • •••••• • •• •••••• •••••• •••• • • • MIAMI• MIAMI-DARE COUNTY, FLORMA MMDPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strect, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwwrubmldade.my/tconomV Lawson Industries, Inc. 8501 NW 90" Street Medley, FL 33166 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 "SGD-9000 Dry Glazed" 8'0" Aluminum Sliding Glass Door-N. I. APPROVAL DOCUMENT: Drawing No. L9000-0901 Rev C, titled "Series SGD-9000 Aluminum Sliding Glass Door (N.I.) No Steel Reinforcement", sheets 01 through 08 of 08, prepared by manufacturer, dated 06/04/09 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami - Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MSSILE IMPACT RATING: None: Approved Hurricane Protection Devices Complying w/ FBC , as applicable, are required. Limitations: 1. See design Pressure chart VS door sizes, glass types and Sill height, in sheets 2. 2. Applicable door egress requirement to be reviewed by Building official LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 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 # 17-0608.05 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 Ishaq I. Chanda, P. E. NOA No.17-1212,06 PUMN AM CM14W Expiration Date: August 26, 2022 Approval Date: January 25, 2018 �\\� Page 1 \\\ .00:0. ...••. . . . • • . •••••• • 090 • •••• • •• ..•..• •••• . . •••• Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 99-0517.05 and 09-0706.07) 2. Drawing No. L90004901, titled "Series SGD-9000 Aluminum Sliding Glass Door (N.I.) No Steel Reinforcement", sheets 01 through 08 of 08, prepared by manufacturer, dated 06/04/09, with the latest revision `B", dated 12/19/14, signed and sealed by Thomas J. Sotos, P. E. B. 'PESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s BETI-09-2534 and BET148-2176, dated 05/05/09, both signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 09-0706.07) 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) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2019, FTL-2021, FTL-2023, FTL -2024, FTL-2025, FTL-2028, F 7,2029 and FTL-2030, dated 01/04/99, all signed and sealed by Gilbert Diamond, P. E. (Submitted under NOA No. 99-0517.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 04/28/15, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.14-0908.03) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERLAI, CERTIFICATIONS 1. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200- 75 (Black), published by Team Plastics. IncJ Bayshore Vinyl Compounds, Inc. a division of Mexichem SAB de CV, LLC E-1 Ishaq I. Chanda, P. E. Product Control Examiner NOA No.17-1212.06 Expiration Date: August 26, 2022 Approval Date: January 25, 2018 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51 Edition (2014), issued by manufacturer, dated 05/24/17, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of no financial dtd 01/22/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 09-0706.07) 3. Laboratory compliance letter for Test Report No.'s HETI-09-2534 and HETI-08- 2176, issued by Hurricane Engineering & Testing, Inc., dated 05/05/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 09-0706.07) 4. Proposal No. 08-0591, issued by Product Control, dated 07/15/08, signed by Renzo Narciso. (Submitted under NOA No. 12-1204.12) 5. Laboratory compliance letter for Test Reports No.'s FTL-2019, FTL-2021, FTL- 2023, FTL -2024, FTL-2025, FTL-2028, FTL-2029 and FTL-2030, issued by Fenestration Testing Laboratory, Inc., dated 01/04/99, all signed and sealed by Gilbert Diamond, P. E. (Submitted under NOA No. 99-0517.05) 6. Proposal issued by Product Control, dated 04/14/98, signed by Jaime D. Gascon, P. E. (Submitted under NOA No. 99-0517.05) ...• G. OTHERS • • • 1. Notice of Acceptance No. 14-0908.03, issued to Lawson Industries, Inc. for their Series • • • • • • • • • "SDG-9000 8'0" Aluminum Sliding Glass Door w/o Reinforcement - N.I.", approved • • • on 05/07/15 and expiring on 08/26/17. • • 2. New Evidence submitted. ••••• •••• •••••• A. DRAWINGS • •' •' ' •" • • • • • • 1. Drawing No. L9000-0901 Rev C, titled "Series SGD-9000 Aluminum Sliding Glass Door • • • • • • • • ....; (N.I.) No Steel Reinforcement", sheets 01 through 08 of 08, prepared by manufacturer, dated • • • • • • • 06/04/09 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Sotos, P. E. •; • • • • • • • • • Note: This revision consist of editorial changes of FBC 17 (61 Edition) code compliance. • ••..•• •••• �•• : B. Test • • 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). haq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.06 Expiration Date: August 26, 2022 Approval Date: January25, 2018 E-2 ... • • • . • • .•...• . . . . .•.•.• . •• .. .. ••••• •••• •••••• . •... •••• •••• • • •.•..• • .• ..•... •.•... •... . . Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6m Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas I Sotos, P.E. IL OTHER 1. This NOA revises # 17-0608.05, expiring 08/26/22. E-3 \iL,- t `- U,. --�— hhaq L Chanda, P. E. Product Control Examiner NOA No. 17-1212.06 Expiration Date: August 26, 2022 Approval Date: January 25, 2018 • •••••• • •• •• •• ••••• •••• •••••• ••••• •••• •••• • • • • • • •••• •••• •••••• •••••• • • • • • •••• • •• • • • • •••••• •••• • • 243 1/4' TYPICAL ELEVATION TESTED UNIT (OXXX) SGD-9000 ALUMINUM SLIDING GLASS DOOR NOTES: SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED PANEL S.ZE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH TPE REQUIREVENTS OF THE FLOROA BUILDING CODE (2014-5th EDITION k 2017-6th Edlim). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANC-IORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. NON -IMPACT WITHOUT REINFORCING DOORS NOT RATED FOR IMPACT, INSTA,LATION OF THIS PRODUCT REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYNG WITH HVHZ REQUIRFMFNTS. franc t iLVTBm ft III- -wK at Fb,W N• 17-1212.06 Emkmdm ae u 3r ya % Raw ON& pmdlw Cwn C e O O e; o `• z �iloe V 0 c O _ O o O G o 3 � A �i c � I: mia : two 0 a u zoo 0 0 �0 0 j 'H �QIF <(/�� stilt OV Z O yO �Zz jJr a C o � o in pI O O I < N <I m ti 2 t ,•OOtCs • ••••• •••• •••• DESIGN LOAD CAPACITY - PSF PANEL WIDTH NOMINAL FT./IN. DOOR HEIGHT FT./IN. DOORS WITH 2 PANELS ONLY (3/16" TEMP. GLASS) 1-3/4" SILL 2-1/4" SILL 2-1/2" SILL 3" SILL EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) I INT. (-) EXT. (+) INT, (-) 2/0 2/6 3/0 4/0 5/0 6/8 40.7 89.3 56.7 89.3 63.3 89.3 64.5 89.3 407 75.3 56.7 75.3 63.3 75.3 64.5 75.3 40.7 65.2 56.7 66.2 63.3 66.2 64.5 66.2 40.7 55.4 55.4 55.4 55.4 55.4 55.4 40.7 49.9 49.9 49.9 49.9 49.9 2/0 2/6 3/0 4/0 8/O 40.7 72.2 72.2 63.3 72.2 64.5 72.2 40.7 60.4 56.7 60.4 60.4 60.4 60.4 60.4 40.7 52.5 52.5 52.5 52.5 52.5 52.5 52.5 40 77 43.0 43.0 43.0 43.0 43.0 43.0 43.0 2/0 2/6 9/O <0.7 54.3 54.3 54.3 54.3 54.3 54.3 54.3 40.7 44.3 44.3 44.3 44.3 44.3 44.3 44.3 5/8" TEMP. INSULATED GLASS MAY BE USED IN 4X8' PANELS OR SMALLER. DESIGN LOAD CAPACITY - PSF PAVEL WIDTH NOMINAL FT./IN. DOOR HEIGHT FT./IN. DOORS WITH 3 OR MORE PANELS (3/16" TEMP. GLASS) 1-3/4" SILL 2-1/4" SILL 2-I/2" SILL 3" SILL EXT. (+) INT. (-) EXT. (+) INS. (-) EXT. (+) INT. (-) EXT. (+) 91T. (• 2/6 3/0 4/0 5/0 1 6/8 40.7 61.4 56.7 6:.4 61.4 61.4 61.4 61.4 4D3 54.0 54.0 54.0 54.0 54.0 54.0 54.0 40.7 45.3 45.3 45.3 45.3 45.3 45.3 45.3 .9 40.9 40.9 40.9 40.9 40.9 40.9 2/6 3/0 4/0 8/0 4D.7 49.2 49.2 49.2 49.2 49.2 49.2 49.2 40.7 42.9 42.9 42.9 429 42.9 42.9 42.9 30.0 1 3C.0 30.0 30.0 30.0 30.0 1 30.0 30.0 5/8" TEMP. INSULATED GLASS MAY BE USED IN 4X8' PANELS OR SMALLER. GLASS CAPACITIES ON THESE CHARTS ARE BASED ON ASIM E1300-98 (60 SEC. MIND) THIS APPROVES DOORS USING TWO (2) OR THREE (3) TRACK FRAMES WITH ANY NUMBER OF PANELS THAT CONTAIN THE STILE CONFIGURATIONS SHOWN ON SHEETS 4 AND 6, I.E. XX, OX, XO, XXX, OXO, OXXO, AND THE FOLLOWING POCKET DOOR CONFIGURATIONS: XXp, pXX, XXXp, pXXX, XXXXp, pXXXX, DXXXXp OXXXp, pXXXO ITEM / PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS I L-9001 1 FRAME HEAD (2 TRACK) 5053-T6 ALUM. PROFILE 2 L-9002 1 FRAME SILL (2 TRACK) 6063-T6 ALUM. PROFILE 3 L-9003 2 FRAME JAMB (2 IRACK) 6063-T5 ALUM. PROFILE 4 L-9004 1/ PANEL PANEL TOP RAIL 6063-TS ALUM. PROFILE 5 L-9005 1/ PANEL PANEL BOTTOM RAIL 6063-TS ALUM. PROFILE 6 L-9006 AS REDD. LOCK STILE / FIXED STILE 6063-T5 ALUM. PROFILE 7 L-9007 AS REDD. SINGLE INTERLOCK SOLE 6063-T5 ALUM. PROFILE 8 L-9008 AS REOD. ASTRAGAL STILE 6063-16 ALUM. PROFILE 9 L-9043 AS REDD. 3/16" GLAZING CHANNEL TEAM PLASTICS Inc. See Material Compost: n O Shoot 6 10 FS-011 4/ PANEL PANEL ASSYY SCREW O TOP RAIL /10 s 5/8" P.H. - PHILLIPS 11 FS-034 2/ PANEL PANEL ASSY SCREW O BOTTOM RAIL - /10-24 X 1" P•H.-PHIL./ "Y 12 FS-028 B FRAME ASSEMBLY SCREW - (8 X 7/16- P.H-PH'L. / SMS 13 7519-6001-7 AS REDD. PILE WTS'P. O JAMB/ASTRAGAL - (0-IB7"w. x 0.200"h.)-Schlegel 14 7524-6001-6 AS REDD. PILE WTS'P. O TOP RAILS - (0.187•w. x 0.250"h.)-Schlegel 15 7529-6001-7 AS REOD. PILE WTS'P. O BOrOM RAILS - (0.187"w. x 0.300•h.)-Schlegel 16 7520-5001-7 AS REDO. PILE WTS'P. O INTERLOCKS - (0.187-w. x 0.210"h.)-Schlegel 17 AS REGO. SILL RISER 6053-T5 ALUM. SILICONED IN PLACE 18 L-9018 3 OR 4 • FIXED PANEL JAMB CLIP 6063-TS ALUM. GW-27153 19 FS-029 1/ CLIP FIXED PANEL CUP SCREW - IS X 5/8" PH. -PHI / SDS 20 AR-001 I F.XED INTERLOCK ANGLE 6063-T5 ALUM. 3•x 1 1/2"x 1 9/16'x 1/8" 21 AR-002 1 MOVING INTERLOCK ANGLE/CUP 6063-T5 ALUM. 1 1/2" X 3/4" X 2- X 1/8- 22 L-9022 1 ASTRAGAL RETAINER CLIP 6063-T6 ALUM. AF-10728 27 OPTIONAL SCREEN JAMB ADAPTER 6063-T6 ALUM. - 28 L-9028 1 FRAME HEAD (3 TRACK) 6063-T6 ALUM. - 29 L-9029 I FRAME SILL (3 TRACK) 6063-1`6 ALUM. - 30 L-9030 1 2 FRAME JAMB (3 TRACK) 6063-T5 ALUM. - J1 L-9031 AS REOD. DOUBLE INTERLOCK STILE 6063-T6 ALUM. OPTIONAL 32 10710 2/ PANEL PANEL IOP RAIL NYLON GUIDE STBO• Nybn 6-6 Molded Nylon- Roc+roll M scple: 79 33 10720 2/ PANEL PANEL BOTTOM RAIL NYLON GUIDE ST801 Nylon 6-6 Molded Nylon- Rockwell M stole: 79 34 HW4-WHL 2/ PANEL PANEL SINGLE ROLLER 6 COMPONENT - ASSY 150 35 HC-038 AS REO'D. DOOR LOCK ASSEMBLY - INT. B EXT. PULLS, CAM, KEEPER UI-109A , 1/ PANEL 5/8• INSULATED PANEL TOP RAIL 6063-T6 ALUM. PROFILEUI-11DA 1/ PANEL 5/8" INSULATED PA\EL BOTOOM RAIL 6063-T5 ALUM. PROFILE LI LR-108 1/ PANEL 5/8• INSULATED PANEL LOCK STILE 6063-T6 ALUM. PROFILE LB-052 1/ PANEL 5/8• INSULATED PANEL INTERLOCK 6063-76 ALUM. PROFILE L-1-163 1/ PANEL 5/8' INSULATED PANEL ASTRAGAL 6063-T6 ALUM. PROFILE 41 AF-10403 AS REO'D. POCKET DOOR JAMB HOOK 8063-T6 ALUM. PROFILE 42 L-9045 AS .REO'D. 5/8 INSULATED GIAZING CHANNEL TEAM PLASTICS Ina See Motericl Composil:on O Sheet 8 43 812-25H-357 AS REO'D. 1 *7,5e0• D- Sea) Sriggle Spoor I Blcck - 1/4' Air Space • 4 ON 9/0 HIGH DOORS ONLY 3/16" TEMP. GLASS T Im F Z 3 N = y 3 _m ] K�l 3/16 TEMP. GLAZING DETAIL o '0u p O Z � o �oa 1p v O `o TON ' 0 Q � O U A N 3 s < ° i z 'Co S a .02. ! �a� O c Z zu< of LOyo 0 ® z: � � F O -7 sC S �= O O C O :1 s R CID m j Ca co 6• TEMP. GLASS PRODUCE Rumm lr sgiylK M'W IM Mmikkboldift -Al., cIT•I. A:" Sp.-Aaapr.eCe ry• ZI •OG y�h'+Si1 It _A O 5/8 TEMP, INSULATED GLAZING DETAIL • i (MIN I EM•EO J g/16 " TYPICAL ANCHORS IN PAIRS SEE ELEV. FO4 SPACING 79Y P.T. a (rWOOD BUCK -MIN. • • O /-.: n• TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACNG TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING \Im 3 4'Min. Etlgc s:. 1 � ! 4 � � O WOOD BUCKS AND METAL STRUCTURES NOT BY IAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND III ill TRANSFER THEM TO THE BUILDING STRUCTURE. i g I ! 9i TYPICAL ANCHORS: ( SEE ELEV. FOR SPACING ) 1/4" DIA TAPCONS by ITW BUILDE% (Fy= tOO Ks;- Fu= 125Kf] T- !i� �I INTO 2BY WOOD BUCKS OR WOOD STRUCTURE (IUN.EEMSEO.) 1-3/8" MIN. PENETRATION INTO WOOD I .I- II 'rI THRU IBY WOOD BUCKS INTO MASONRY OR CONC. �t III 1-1/4^ MIN. EMBED INTO MASONRY OR CONC. I I� DIRECTLY INTO CONCRETE OR MASONRY o I U 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY n II- I Id !E O a N14 SMS OR SELF DRI • IN R - GRAD 5 w O rn II INTO METAL STRUCTURES = STEEL : 12 GA. MIN. TH!CY. - 0.105" (Fy - 36 KSI M.N.) g F ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) W II TI' i !II i JIO SMS - GRADE 2 I' �I INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") 'I• (NO SH:M SPACE) tl Ind TYPICAL EDGE DISTANCES 3 44 0 j+ INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = I" MIN. (OR AS SHOWN) I II' II M :hljr2 SILL RISER ADHERED TO ILL WITH SILICONE INTO METAL STRUCTURE - 3/4" MIN. j ;I it SUBSTRATES: Ir AWOOD BUCK (PT.) AT HEAD OR JAMBS SG = 0.55 MIN. 34MI CONCRETE AT HEAD, SILL OR JAMBS F'c - 30DO PSI MIN. i C-90 CROUT /FILLED BLOCK AT JAMBS F'm = 2000 ?SI MIN. 4" OPTIDNSSEALANTS2"EXT. GRADE PERIMETER - 22 15 ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND CAULKING I I HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH SEALANT. 11/i (MIN. waED.) • 4 2• MIN. TYP_ .. Non-SNAnk• Non-MeWml TYPICAL ANCHORS Grout of Minimum 5 Xs; W PAIRS SEE ELEV. FOR SPACING TWO (2) TRACK SECTION M n. .0 b b b n °D M i b � O b � Obi Vl I 00 . z> ; N � mwa 14n. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 8 OIIn i k c r Ij 3� • � A 1--4IH i MWL-DADE COUNTY APPR'O MUWON SEE 5£PARATE NOA 11� I I I Utcn Myvrr 'f 11 N.ar Iwcw.•. u u u T'PICAL ANCHORS IN PAIRS It U O O SEE ELEV. FOR SPACING o 0 0 tv 4 Z i l of u tIcrrevwwto nrlblywkb W rAl6k bpkfolm Daft m h�� haw Ap rmdw C••Iwl �cZ-yi V. ; p 000 4f tf W O mz •••• •••••• • • • • • ...... . •• .. .• ••••• •••• •••••• ••••• •••• •••• • • •••• •••• ...... . .. ...... ...... .... . . •••• 2111 M OR WOOD TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 1/4- SHI�D MAX. 3 INACTIVE PANEL O ACTIVE PANEL © O m QACTIVE PA �6116F��I k&971oi mVILE. _1 3/c - r -t_`—''-_SCREENS OPT I- (MIN. EMBED.) /- i /10 x 1-1/4- SMS 10 X 1-1/a" SMS OR 3/16- TAPCONS PANEL WIDTH / 10 SMS OR 3/16" TAPCONS 2/ CLIP 2/ CLIP 2/ CLIP O XXX CUPS TO BE LOCATED CUP AT IN FRAME HEAD AND SILL SILL END ONLY EXTERIOR AT TOP d BOTTOM OF INTERLOCKS DOOR WIDTH 1/4- MAX. .o (MIN. EMBED.) /B x 5/6" SCREW 3 FOR B/0 DOORS 4 FOR 9/0 DOORS C2 ❑® O Xo EXTERIOR H TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING C' I/e- SHIM MAX. � C n ro y z •.� I ACTIVE PANEL °a VD rn o 1O Ls mON C O gz 'o 0 2 O z zi ! 4 0 �mm o m � ' • � E.7 � N O U p Xe O O aYF � <.WNE y e ZZU EXT. GRAB PERIMETER I CAULKING I'/�_ I /•1 w F a N IMY P.T. O F WOOD BUCK V a z O � o + s a.: TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING M — tl�uucr>nsae n ! o n R 3^ o d$ ne•.vy'Ist�� , o 0 0 0 n,I -Iz zoG i t P111h Beyond ess Hetal ThiclM0, � < (( Id 6 t 'J'IL11111111", ♦ * 1 METAL STRUCTURE J TWO (2) TRACK SECTION •••••• • • • • • • ...... .... . . T-FICAL ANCHORS THREE (3) TRACK SECTION 'YPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING a � EMBED.) , • n MVMI-GAGE COUNTY APPR'O MULLION SEE SEPARATE MCA ire.. FIF(WA Y1111CALANCHORS IN PAIRS SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS IN PAIRS (�STRUC SEE ELEV. FOR SPACING 71 I TYPICAL ANCHORS IN PAIRS 1 S/B' _ # (MIN. EMBED.) i 1 POCKET JAMB HOOK I " I o 1 1/4' TAPCON I To 1 (SEE ANCHOR NOTES) LL RISER ADHERED TO 1 a o LL WITH SKJCONE w i 1 I 1 i OPTIONS MOVING PANEL .709 LICK TURE �e z w m 'o 01O N C O z O B A n Z Z O �3a Z �wp O Z .z5< QZZ O i VI 0, o ® j �zw U — 1 ~ yqj O shy j O O u c r Lei � 14 ZI i IROD�UC(�euvrm�D m � ,..• SOWL-4 calk n��r.• �� (zI Z ab Zi� v LL POCKET DOOR JAMB ANCHOR DETAIL='rW"�`2' $ '� F • •••••• • •• •• •• ••••• •••• •••••• • f ••••• •••• •••• • • •••• •••• • •••••• •••• • • ••v• TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 1/4- SHIM MAX. 30 C T INACTIVE PANEL (Nw. CYDED3 1/4" MAX. SHIM O \ \ INACTIVE PANEL 16 _ - 2 6 13 r - �g nIW I JO (MIN. ENDWJ TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING O O O ACTIVE PANEL O ii mil II�� / 10 SMS 2/ CUP 22 0 10 X 1-1/4• SIMS ZtR 3/16- TAPCONS 2/ CLIP oxxx CUP AT SILL END ONLY EXTERIOR DOOR YADTH O O Oxx EXTERIOR TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING M, O 3s rQa N p b O K p G No J ira .� J Z p co 2 0. E PANEL _. .i= C/D Ei TDE . GRA EME E 1/4• I E�xI OR 3/16 TAPCONS NG TII, 2/ CLIP (�M. ENOEDJ J CUPS TO 8E LOCATED10r oT ��11 IN FRAYS AND SILL WOOD BUCK AT TOP h BOTTOM OFOF INTERLOCKS 1/4' MAX. _ y SHIM r 0 N ry N ACTIVE PANEL I THREE (3) TRACK SECTION TYPICAL ANCHORS IN PAIRS v ^ $ 7 SEE ELEV. FOR SPACING E a i z Pitch Beyond £a ni ti Metal Thl[kness 3t 3C MODUC E RIVE" • ,: Y +� et.10 •� •wbw With the PbliiA .ytat2•• ��'��ii =IL, A�aebNucrNe li_/2!2•CG m '�•.{�~,�'••• •s0 _J. dye• Mte w�1.,�_T Z� rn i �i:'". 6 •• jc�_ a. ? S� uETAL art CIt111•I Z. o0 "B° cH +K W STRUCTURE o,� Oy ' k 1 •••. •••••• • • • • ...... . •. .. .. ..... .... ...... • • •••• •••• • • •••• • •• •••••• •••• • • •••• 11I INTERIOR SIDE VOOD BUCKS NOT BY LAWSON IND. I MUST SUSTAIN IMPOSED LOADS TYPICAL ANCHORS v IN PAIRS 5/8' LG - TEMP. CLASS 5/8' I.G. -TEMP. GLASS •_i SEE ELEV. FOR SPACING J9 O 40 O 39 O • O fff MOVING PANEL MOVING PANEL 18, F7 5/11' I.G. -TEMP. GLASS • \ •A 1 FIXED PANEL O O FIXED PANEL _ ------ O n 22 3 m m • •.� 36 • ____ EXT. :.BADE $GREEN ➢p011t PANEL RIMFTER SCREEN DOOR PANEL cALLX[MD /. DOOR VIDiH (4N. EUBEO.) .eqe IYPLCAL ANCHORS EXTERIOR SIDE IN PAIRS • e SEE ELEV. FOR SPACING Q4 (MIN. E/BED) r •e I Ncte: -- INSULATED PANELS APPROVED TO 8E USED 1/4• MAX. IN ANY CONFIGURATION SIMILAR TO THOSE AS SHIM SHOWN ON SHEETS 4, 5. & 6. 10 36 PARR1. T RALL ,I II 1 5/B' I.G. -TEMP. GLASS EXTERIOR SIDE INTERIOR SIDE PANEL TOP CORNER s PAM6 eOIIdI RALL SILL RISER ADHERED 70 L QY I. 3 SILL WTH SILICONE I 17 I 29 4' 2 OPTIONS 3 % 10 X I- SIAS li , • • I INTO ROLLER HOUSING 4 (YIN. EMBED.) � ,•._ PANEL BOTTOM CORNER MIOYUC C RIIY16€p �wRl•11biR{ ♦itY Ae flul/A � � � o A4er+RRaAs Na -(2f 2 •GG B ° _ � � fC.7l�iraiR Ate 'o rt m ��' •• iF Li-V f� 0 O: S$ J 7 Lr y!Q 0 r G o tMM �Y�� usla I I \ of •••••• • • • • • • • • • • • • • • • • • • ••••• •••• •••••• ••••• •••• •••• • • •••• •••• Ogg • •••••• • •• •••••• • •••• • •• • • • • •••••• •••• • • •••• I xbCJ �I(��'I111 2.500 -1.687 656 1.003 ,I R62 TYP.J '1 1' 7� I.Oi 4 -. F L� 9 U 11 .376 1218 .062 TYP. 1218 u 062 S g FRAME HEAD (2) TRACK LOCK STILE L 3.087 t2te 062 TYP. 1.000 .060 TYP. .750 L 810 1.044 I216 .062 �� LL SILL RISER FRAME HEAD (J) TRACKLc-- FOR -1.50o 1- 2.375 FRAME JAMB (2) TRACK FRAME JAMB (3) TRACK FFU 890 T DOUBLE INTERLOCK 062 2.375 762675 2,438 TYP. ff --j .595 Off -( 1.37� I B L� .B/75 L 1.132 1.044 �2u1 L470 1.590 � L 1 .062 2.438 1.032»4 �I .893 TYP. 1IN LOCK STILE INSULATED PANEL TOP RA;L PANEL TOP RAIL PANEL BOTTOM RAIL SLNGLE INTERLOCK .090--II- 2.930 2.073595 .094 .094 900 Bo N .376 6 1.656 2.533 G "' I ST ( 1' R N 062 1 .062 .762 L I WU h--4.154 -1 -4 .093 2.313 2250 INSULATED BOTTOM RAIL FRAME SILL (2) TRACK ASTRAGAL STILE INSULATED ASTRAGAL -T 078 Flexible Vin FPVC Com Won -Team Plastics Inc. FPVC Black Compound No. 7200.75 �N 1.390 PHYSICAL ASTM NO. n of 1.132 �r 094 Daomcler Hendnees "A", 10 ax 75 D-2240 Specific Crmwty 1.45 D-792 5.672 2.3:3 Temile Strengd:,PSI 1640 D4i33 Ulumoc Elongation % 340.0 D-638 FRAME SILL (3) TRACK INSULATED INTERLOCK Modul B7@ II W1-r1angati-,PST 765, D-746 FPVC Whke: Compound No. -30 7Z 1 -1.300� PHYSICAL AMINO. 524 Dwometer H•dtc9,'A", 10 sa 75 D-2240 .875 �� WO Specific Gratiry 1.45 D-792 891 MI. Tewle Straogtk PSI 1640 D-638 615 062 Ultimate Elongniwt'/. 325.0 Dd38 i-Ila2-� 20 L25o Madulus(a� 100"h Elt gmcn, PSI 765.0 DL38 bn Bnttlenes9, -30.0 M746 ASTRAGAL RETAINER CLIP JAMB HOOK FIXED PANEL CLIP Me FRAME BOTTOM CORNER 12 F%0DCCf R9V16M t• ee•'44swi9Y lee /M4/e k.".s (r k A94ryuea Ne - Z 6t; cxpirMlee sere �. • �'�lel 4D O O oe mpvl c, C O a 0 CO Z w c co n Z 0 o 9�o3a C z G V� 7 L)m O� i 2 z�4 z o z � 4 z z o ® o => O J % Q Zo o rJl N!!Vq. e I O yl 2 U) )J d � � m o �