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WS-07-21-1916, 304 NE 93rd StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: W$-07-21-1916 Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Permit Status: Approved Issue Date:08/12/2021 Expiration: 02/14/2022 Parcel Number 304 NE 93RD ST, Miami Shores, FL 33138 1132060136350 Contacts 0 LINDA AYLES-JOHNSON Owner AUTANA ENTERPRISES INC Contractor SERGIO BAEZ 8337 NW 194 ST, MIAMI, FL 33015 Business: 3055282378 sales.b4consulting@gmail.com - _ _ - _------------ __ - Description: REPLACEMENT OF (26) WINDOWS, (4) DOORS, (1) Valuation: $ 41,230.00 IN, Inspection Requests: STOREFRONT- (3 PANELS) WITH IMPACT RESISTANT GLASS 305-762-4949 RATED PRODUCTS. WHITE FRAME WITH GRAY LAMINATED Total Sq Feet: 681.00 GLASS Fees Amount Application Fee - Other $50.00 CCF $25.20 DBPR Fee $6.15 DCA Fee $4.10 Education Surcharge $8.40 Scanning Fee $30.00 Technology Fee $10.25 Windows/Shutters Fee $360.00 Total: $494.10 Payments Date Paid Amt Paid Total Fees $494.10 Credit Card 07/21/2021 $50.00 Credit Card 08/12/2021 $444.10 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing infor ation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorVe above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date August 12, 2021 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection 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). Acknowled r Signature Date Prin Name �i55(� �AwaoW a@��dgJi1' BUILDING PERMIT APPLICATION Miami Shores Village Building Department JUL 2 Y 100SO N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 ley. INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 20 QC) Master Permit No.LQ ,5-'D Sub Permit No. 9BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: l°� u�% L' �� S 4- City: Miami Shores County: Miami Dade Zip: 3 3 3 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: R425414'� t�ad: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �-/ �/G�q �O�,��ii� Phone#: 3i 0 3 G R (P Address: ?) 141C 7 City: i'nl4li1 i Sh U IZtiS State: G Zip: 1 Tenant/Lessee Name: Email Phone#: zi3 'Z 37 8 CONTRACTOR: Company Name: 4i3�4VA t 7 A' (--Lee �~-� .rt C- Phone#: _505� f� f Address: 0-U) City: 14,'+L, �t State: Zip: 3 G % Qualifier Name: Phone#:� State Certification or Registrations#7: e /3 C. / S �' q � �% Certificate of Competency #: �! DESIGNER: Architect/Engineer: /}, ,4-d 4 /- tr?/4 d Phone#: Address: 9) 0 0 o k'g) 'L 3 S City: %/ 4 %'n i State �G Value of Work for this Permit: $ LP .Z'-) Square/Linear Footage of Work: 2 d 01 zip: 3/ 7 2>- Type of Work: ❑ Addition tv tl Alteration ❑ New ElRepair/Replace ❑ Demolition Description of Work: P IVI ejl DG Za, u-j i)j jz w o orz& � ,_�lL - T to 1 4-4 / /n p ./+( ;f /Z eS r jf q % S /Z q-4(-7d p "-zc%at' C Specify color of color thru tile: Submittal Fee $ 50 Permit Fee $ 1 lb- fla CCF CO/CC s Scanning Fee $ "50,0 0r Radon Fee $ ��_QDBsP,R� $ _ .I Notary $ Technology Fee $y Training/Education Fee $ O4 1® Double Fee $ Structural Reviews $ Bond TOTAL FEE NOW DUE $ I 1 C) (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 Zi p State �^ Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER AGENT CONTRACTOR The foregoing instrument was acknowledged before me this -�— day of _17i 20 by �-V `l Z{ !/ /,V ;hn is personally known to me or who has produced l�� as identification and who did take an oath.&Q - '9 ?-1 - D NOTARY PUBLIC: Sign: cam'' w e6) Print: NEREYDAMARCELO Seal: "= MY COMMISSION # GG 933042 g; EXPIRES: November 19, 2023 rXk.� Bonded Thru Notm Public Underwriters ############# APPROVED BY The foregoing instrument was acknowledged before me this /'7 day of �✓ l r'l 20 by SR-(M to i- Z who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: �+ Print: Seal: L i9kYPy4;?., Nt.2C.Yv_:AA,%A MY COMMISSION # GEXPIRES: Nove:6erBonded Thru Notary F wk ############### W ##### 'Z, 3rL I Plans Examiner Zoning (Revised62/24/2014) Structural Review Clerk Property Information Folio: 111-3206-013-6350 Property Address: 304 NE 93 ST Miami Shores, FL 33138-2828 Owner BRADLEY A JOHNSON LINDA D AYLES JOHNSON ---- ... Mailing Address Mailing .......... - ....._....-- -- 304 NE 93 ST MIAMI SHORES, FL 33138 USA PA Primary Zone - - Primary Land Use 1100 SGL FAMILY - 2301-2500 SQ - - - 10101 RESIDENTIAL -SINGLE IFAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,334 Sq.Ft Lot Size 15,875 Sq.Ft Year Built 1949 Assessment Information Year 2021 2020 2019 Land Value $458,932 $458,932 $428,412 Building Value $162,446 $162,446 $162,446 XF Value $1,128 $1,128 $1,128 Market Value $622,506 $622,506 $591,986 Assessed Value $622,5061 $622,506 $591,986 Benefits Information Benefit Type 2021 2020 j 2019 Homestead Exemption $25,000 I Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 W1/2 LOT 10 & ALL LOTS 11 & 12 BLK 47 LOT SIZE 125.000 X 127 OR 9242-1331 Generated On : 7/21/2021 Taxable Value Information ....... ------------- ._.......... ........... ................ ...... ..... ... .__i.. _ ______.... County ......... Exemption Value ( 20211 2020 _......_ _ 1_.._.._....___._____ ............ .. ._._._. $50,000 $0 2019 ............... ___ _.._.. __........_.._ _._. $0 Taxable Value $572,5061 $622,506 $591,986 School Board Exemption Value $25,000 $0 $0 Taxable Value $597,506: $622,506 $591,986 ------ -_.............. ----- city Exemption Value $50,000' $0 $0 Taxable Value $572,506; $622,506 $591,986 Regional - -.._......._._.................... ..........._-.... -..,......... ................ Exemption Value .............. _____ ....................... $50,000 ------ $0 $0 Taxable Value $572,506. $622,5061 $591,986 Sales Information Previous ': OR Book - Price Qualification Description Sale ; Page g ...._............. _... -..__ 07/02/2020 $699,000 f 32004- Qual by exam of deed 0963 -____._.....__...._............_....._ -- -- -*.... -- ............................. 06/13/2018 $695,000 ........................... 31028- --------- ;Qua] by exam of deed 0401 24099- ',Sales which are disqualified as a result 12/01/2005 ! $0 4481 (of examination of the deed 00000- Sales which are disqualified as a result 02/01/1976 $1 00000 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version https://www.miamidade.gov/Apps/PA/propertysearch/ 7/21/2021 7/9/2021 Property Search Application - Miami -Dade County Address Owner Name Folio SEARCH: 304 NE 93 ST Suite q PROPERTY INFORMATION Folio: 11-3206-013-6350 Sub -Division: MIAMI SHORES SEC 1 AMD Property Address 304 NE 93 ST Owner BRADLEY A JOHNSON LINDA D AYLES JOHNSON Mailing Address 304 NE 93 ST MIAMI SHORES, FL 33138 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half Floors Living Units Actual Area 3/2/0 1 i JAVAD AHMAD PE, INC. Javad@ia-pe.com IPG# 1 DESCRIPTION 8800 NW 23rd St, Miami, FL 33172 305-424-8001 CLIENT: AUTANA ENTERPRISES SITE SPECIFIC PROJECT NAME: LINDA JOHNSON WIND LOAD PROJECT ADDRESS: 304 NE 93RD ST, MIAMI SHORES, FL 33138 CALCULATIONS FILE NUMBER: JA-2272-21 ENGINEERED BY: JA WIND LOADS - CLADDING COMPONENTS - ASCE 7-16 ASD LOCATION MIAMI DADE COUNTY RISK CATEGROTY: II Directionality Factor: Kd = 0.85 Exposure: C Mean Roof Building height H = 15 FT V = 175 MPH Building Least Horizontal: L = 25 FT Exposure Factor Kz = 0.85 Roof Slope: 0 = SLOPPED 0 > 10 Topografic Factor KZT = 1 Building type: Table 26.11-1 enclosed G = 0.85 Building Geometry Loading: slopped Velocity Pressure: qh = qZ = 0.00256 * KZT * KZ * Kd * VZ = 56.6 PSF SQFT GCp + GCp - (z4) GCp - (Z5) Gcpi Z4 & Z5 (PSF) Z4 (PSF) Z5 (PSF) 10 0.91 -1.10 -1.40 0.18 37.0 -43.5 -53.7 RECEIVED 2 I_ cilyJUL G- L . . .... ...... COP .... ... ..... .... . ...... • . ... ....:. Plam. 0 Y II�/ II 11 i! s •n I SHEET NOTES: MIC"I1i '" Engineer Javad Ahmad FL. P.E.# 70592 APPROVED BY DA C.A.N. # 34254 BLDG DETrC.CM41PLIPCE � =7-Z, 3r SUBJECT .H ALL FEDERAL STATE ANv C(; 'IjTIY RUL:=S AND REGULATIONS JUN 3 0 2021 ECO WINDOWS SYSTEMS MARK SIZES(INCHES) 1-3 37 X 50 4 72 X 96 5 173 X 86 (2) 53 X 24 (INSERTED) 58 X 24 (INSERTED) 6, 17, 19 (2) 37 X 50 37 X 50 7 8 9 10 11 12 13 14 15,18 16 (2)1X3X50 (2) 37 X 50 1X3X50 (2)26%X50 1X3X50 (2) 37 X 38 1X3X38 36X94 (2) 36 X 36 36 X 36 (2) 1X3X36 72 X 80 37 X 68 71X68 1X4X68 (2) 37 X 68 71X68 (2)1X4X68 37 X 38 144 X 80 DOOR & WINDOW SCHEDULE 304NE93ST DESCRIPTION -SERIES 500 CASEMENT WINDOW SINGLE DOOR WITH SIDELITES 400 STOREFRONT (3 PANELS) 560 PROJECT OUT WINDOW 550 CASEMENT FIXED WINDOW 500 CASEMENT WINDOW 550 CASEMENT FIXED WINDOW ECO GUARD CLIPPED MULLION 500 CASEMENT WINDOW ECO GUARD CLIPPED MULLION 500 CASEMENT WINDOW ECO GUARD CLIPPED MULLION 500 CASEMENT WINDOW ECO GUARD CLIPPED MULLION 600 FRENCH DOOR 500 CASEMENT WINDOW 550 CASEMENT FIXED WINDOW ECO GUARD CLIPPED MULLION 700 SLIDING GLASS DOOR OX 500 CASEMENT WINDOW 450 STORFRONT ECO GUARD CLIPPED MULLION 500 CASEMENT WINDOW 450 STORFRONT ECO GUARD CLIPPED MULLION 500 CASEMENT WINDOW 700 SLIDING GLASS DOOR OXXO WIND LOADS ZONE 4 = +37/-43.5 (# 4, 5, 6, 10, 11, 12, 15, 18) WIND LOADS ZONE 5 = +37/-53.7 (# 1-3, 7-9, 13, 14, 16, 17, 19)4 NOA NO. 20-1110.02✓ FL# 22378.11 ✓� 20-0828.03 ✓ 20-1119.04 ✓ 20-1119.02V 20-1110.02,/ 20-1119.02 ✓ 21-0122.04\/ 20-1110.02✓ 21-0122.04 20-1110.02 ✓ 21-0122.04\/ 20-1110.02✓ 21-0122.04'/ 20-1007.08 ✓ 20-1110.02✓ 20-1119.02✓ 21-0122.04✓ 21-01 Y4. U ,,/ 20-11%9 ✓ 20-01_184-21 •' 21.01221M a/ •Y•f 20-111Q•QZ I 20-0123 ©2 V 21-01�2�0�:✓ 20-1119.O2 ✓ 21-0114 11.0V ,f.Yf •fffff •fY f , • •• ffYfY A 3 cones mctorto take special care in protecting existing - 24 2 finislms during construpion, rtpairany damages caused by construction J ss 16 REPAIR NOTE -Cleanand repai-ny damages to existing wood partitions F r1� L----�" _ _ _ _ _ _ _ _ Electric It b— v tX t l-i - Plumbing lines ro be rtnovateQ /❑ w Y Storage/Laundry 2 rr� S1�- — - — - - - - — - - - - - — - - . — 0' S 0' 11 8' 6. 0' 5 8' 3' 10• 3'-0- 227 M 1 C� I< 1z I -- 16'-#' I 10 I C IkL Family Kitchen tt T �x cx,�) Bath #2 Rf I a Gt� 21 ) Carport —- — -- — —— 21 6'\ 9 ;i L S( 11 08 ath #3 U9 13 14 _. coiree M. 4i �— —F egress 30 I Bedroom #3 / M. Bath 13 14 LS 24 1�23 Master Bedroom Den "(77 . AwLiving 24 OS J-��Ikln Closet i-- IF7 meu #t----------------- I — I I 'deceilingcavay ------- L 03 closet 02 Cover Entry y LL�L. i 14i Ln 41. Bedroom #2 egress n--2172' \ 1. 2-10' I_ 1iI �13 �,❑ FLOOR PLAN 1 /411=11-011 N KEY NOTES ❑ EXIST. ELECTRICAL SERVICE (REFER TO ELECTRICAL SHEETS). 2 NEW. ELECTRICAL PANEL (SEE ELECTRICAL PLANS) 3 EXIST. CHANGE OF CEILING HEIGHT 6 NEW. DRYER, SAME LOCATION AS EXISTING (,ENT TRHU WALL). T NEW. WASHER SAME LOCATION AS EX15TING (REFER TO PLUMBING DRAWINGS). I CUSTOM KITCHEN / CLOSET CABINETRY AND WOODWORK BY OTHERS 9 RANGE OVEN 10 KITCHEN SINK WITH GARBAGE DISPOSAL - 11 KITCHEN HOOD EXI-I DIRECTLY TO OUTSIDE TO BE INSTALLED AS PER MANUFACTURER SPECS (SEE MECHANICAL DWGS.) 12 KITCHEN DISH WASHER. 13 BATH FIXTURES TO COMPLY REOUIREMENTS AS PER F.B.C. 2017 14 FOR GLASS ENCLOSURES PROVIDE CATEGORY II SAFETY GLASS AS PER LEG 2017 (RES.) R30— , & TABLE R3D8.3 '(1) SHOWER DOOR SHALL HAVE A MIN. CLEAR AND UNOBSTRUCTED WIDTH OF 22 INCHES PER FPC 417. 4.2. 15 BATHROOM SHOWER BASES SHALL BE BACKED WITH IAYER OF WATERPROOFING MEMBRANE. TURN MEMBRANE MIN, 6" ON TO WALL. (SEE DETAIL 1/A-6) 16 NEW POOL EQUIPMENT ON CONC. SLAB. 16a NEW POOL UNDER SEPARATE PERMIT, 17 NEW M NISPLIT INDOOR UNIT MOUNTED ON WALL (SEE MECHANICAL DWG) 18 A/C UNITS ATTACHED TO CONC. SLAB W/ MTL. CONNECTORS 19 EXIST. OPENING TO BE BLOCKED AND FINISH TO MATCH EXIST. 20 EXIST, WINDOWS TD BE REPLACED - SEE SCHEDULE 21 METAL BARS TO REMAIN. SEE ELEVATIONS. 22 NEW WOOD DECK. 23 FIREPLACE AS PER DETAIL. 24 EXISTING PARTITION TO REMAIN. 25 GAS METER. 26 NEW TANKLESS GAS WATER HEATER. • • • • • Wall Partition Legend • • • • • • 0 New 5" Interior Wall Partition• • • • Existing 5" Interior Wall Partitil" • • • 0 Existing 8" Concrete Wall P"tItA • • 0 New 8" Concrete Wall Pardon • • 2 Ai _— • • Exist Ly_A T.O.B� ist plate mwid 3jii) pl ter 1 - clad nwood 42" 6-4" 0 l0 IE iE r wood sidin t1 A-7 ` b k ase�- Il _ Fin. Floor Slab n 01-00• Living RM Wall 3 1 /2" = 1 1-011 .......... Zubillaga 2C9—I —61.V0 Satre 314 KEY -GA—. FLOR10A.13fBs —.1— ARC HITEC RE 0 Ln s O 1 00 f6ryl L rn m rn to - b v ([S w rn e i >` z E at G 419 • • • 11,5_20 • • • • No. Oesaiptbn Call SCALE AS NOTED BY: OR JUAN J. ZUBILLAGA REG. ARCHITECT AR14147 7lwurrw �nc CONSULTANT: PAGE k A-2 12/14/202011:03:42 AM Exist T.O.B — - — --- Garage T.O. B.n. —7 I Fin. Floor Slab '0'-0" zone a l Front Elevation (North dr c, fo 1 RESTORE DAMAGED STUCCO FINISH, PAINTED 2. E%IST. FIAT ROOF TO REMAIN. J. E%IST. ELECTRICAL SERVICE (REFER TO ELECTRICAL SHEETS), 4. EXIST OPENING TO BE BLOCKED AND FINISH TC MATCH EXIST TEXTURE. S. REPLACE E%IST. METAL WORK, SHOP DRAWINGS TO BE PREPARED FOR REVIEW PRIOR TO FABRICATION. 6. EXIST LOW WALL TO REMAIN. 7. A/C EOVIP. 10. GAS METER. 11. GAS WATER HEATER. • •••••• • • • • • • _ - ... ' ;' I' _ Exist LivingT.O.B. n --�. ._ .(Exist T.O.B n rye....-..�......�..��.....�. 1..»»...._..-._..........� p II' :j E I 1 3 ' i 366 PSF 375pBF 1 Fin Floor Slab «34.6 PSF PSF --- 'I U 0- 7 -375 .__ 31.6�5 BE zone 30.O�PSF -37.0 (PSF z36.6 PSF F 4 mn•5 n Rear Elevation (South) L 114" = 1'411 /1D Zubillaga :00 (PANxN 0LV0 SUTE3f6 NET' BISeAVN'e, ftOR;M. UU4 T _ NSYsnRea ARCHITECTURE O (n 0 DO c >` M m i W CT7 c 2 $ L p L� M O •.�•Q) L •LU C/) L •Z '� •� •i � M � •� •• DATE: 11-25-20 i ptlon T • • • SCALE: AS NOTED av: oR JUAN J. ZUBILLAGA REG. ARCHITECT AR14147 ,x:r� ARE.R�T�.E CONSULTANT: PAGE R A-3 5� i f� �I x I_ �•. ...._,...:.:.,.�„_.,...,..s ,., r Slab n a333 PSF : 344 a +34.4 +36.6 PSF zips -" OIY PSF +344 344 36.4 s 000 -0. v —362 IPSF Li F ....... .,;. -373 -45.7 J5.7 -37.3 PSF 373 F P 3 457 _ X � a' Fin. Floor ^.. —zips~ I7. . SF 5 one 5 aona 4 _ ,�_ _ 4 �� _ zone 4 mne 5 ne 5 n Left Elevation (East) _ �J 114" = 11-0" IL_p• 1 f.O.B n �4^ Slab fir- w. n Right Elevation (West) Xi�11 1/411 = 11-011 RESTORE DAMAGED STUCCO FINISH, PAINTED. 2. EXIST. FIAT ROOF TO REMAIN. 3. EXIST. ELECTRICAL SERVICE (REFER TO ELECTRICAL SHEETS) EXIST. OPENING TO BE BLOCKED AND FINISH TO MATCH EXIST TEXTURE. 5. REPLACE EXIST. METAL WORK. SHOP DRAWINGS TO BE PREPARED FOR REVIEW PRIOR TO FABRICATION. 6. EXIST LOW WALL TO REMAIN. ). A/C EOUIP. Zubillaga socRnNxw eLw s;ATt:a:a KEv eIbWYNE, FLORtl)A. Uu5 Tel.. YIS3E6-:2ea MCHITTECTURE c 0 0 DO co ML � O rc O A L LL rc •�• � ui e �o g .LU L •Z - Q f0 a _ g M GATE : 11-2520 T•- 11 SCALE: I AS NOTED 11 aV: OR 11 JUAN J. ZUBILLAGA REG. ARCHITECT AR14147 0 CONSULTANT: I PAGE #' A-4 12 IV2020 11:04:30 AM • f • f.cst s• ! ••.• w.•••f • • •••f 1• . •. .. • t • ••••.. ••.••t • .l • • • ! • • i •t • t • • • t • t •• ))q MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, FL 33175 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.11ov/economv 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 cods' • • • 0000 This product is approved as described herein, and has been designed to comply with.fhz Florid3731.111ding' Code, including the High Velocity Hurricane Zone. • ...... .. ...... DESCRIPTION: Series "Eco-Guard 500" Outswing Aluminum Casement Wilad4w.. L.M.I. . APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Ouxswi$g Casditnf .Wdw.. • L.M.I. ", sheets 1 through 6 of 6 dated 02/23/11 with revision G dated 11/05/2Q: • •e ared b.y A1�Faroo • • % • Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami-Dade.Q.8yigfy Prootief leontrol Revision stamp with the Notice of Acceptance number and expiration date by tlaa."ami-Dade County Product Control Section. • • 0, • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant :....: LABELING: Each unit shall bear a permanent label with the manufacturer's name or logd,'t4, 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. 17-1011.22 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P. E. NOA No. 20-1110.02 MIAMbDADE COUNTY Expiration Date: May 19, 2026 Approval Date: February 05, 2021 02/05/2021 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. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. • • • � � • • • • HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed W sealed by.Capdido . • F. Font, P.E. •••;•• •• •••••• (Submitted under NOA No. 11-0309.06) ...... .... . .. ..... C. CALCULATIONS •..... ..:..' 1. Anchor verification calculations and structural analysis, com7613,ing wio(A• VHC 5'b • • • • . Edition (2014), prepared by Al-Farooq Corporation, dated 037=. 5 and 06/23/15, •, . . :0 . ...... 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51' Edition (2014), with FBC 611 Edition (2017), and of no financial interest, dated September 26, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. L Sifang Zhao, P. E. Product Control Examiner NOA No. 20-1110.02 Expiration Date: May 19, 2026 Approval Date: February 05, 2021 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) G. OTHERS 1. Notice of Acceptance No. 15-0406.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 07/02/15 and expiring on 05/19/21. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision G dated 11/05/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. . . .... ...... B. TESTS • 1. None. ...... .. ...... C. CALCULATIONS "" • 1. None •�� •• •��•� ...... . . ..... .. .. . ...... D. QUALITY ASSURANCE • • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources (RER). • • .....• . ...... E. M ATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 20-0915.22 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. G. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), with FBC 7th Edition (2020), and of no financial interest, dated 11/05/2020, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHERS 1. Notice of Acceptance No. 17-1011.22, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 12/21/2017and expiring on 05/19/2021. L� Sifang Zhao, P. E. Product Control Examiner NOA No. 20-1110.02 Expiration Date: May 19, 2026 Approval Date: February 05, 2021 E-2 ECO-GUARD SERIES-500 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)' THESE WtNDOW5 ARE RATED FOR LARGE & SMALL MISSILE IMPACT. s urrERs ARE NOT REQUIRED. MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN OR SMALLER) — 75.0 PSF 1/8" TEMP. GLASS 3/8" AIR SPACE 1 /8" HEAT STREN'D, GLASS 1/8" HEAT S1REN'D. CLASS .090" tnlerloyer 090" interlayer Trosifol PVB �Ti!if-1 PVB By 'kuraray America, Inc.' By kuraray Americo, Inc.' T-1/8" HEAT STREN'D. GLASS "/8" HEAT STREN'D. GLASS 35" VENT WIDT FALSE MUNTINS 29 3/8" SURFACE APPLIED D.L. OPG ( MAY BE USED _ 3/16" HEAT STREN'D. GLASS .090" Intedayer Tsifol PVB 1 �roBy kuraray Americo, Inc.' r- 3/16" HEAT STREN'D. GLASS 12' MAX. 1EAC SILL 6 POINT LOCK _LOCKING POINTS SEE CHART FWOW. HEIGHT EEPE NO. OF S UPTO AT SASH 26' 1 2 3V76" 3 54 5 6 SILICONE L SILICONE SILICONE NOTE: r DOWSIL 899 L DOWSIL 899 ' �_ DO,." 899 GLASS CAPACITIES ON THIS SHEET ARE i m i z m BASED ON ASTM E1300-09 (3 SEC. GUSTS) m • • • • • • • i N • • �- AND FLORIDA BUILDING COMMISSION n• • • • •m • 9 3 9 N u 9 • • • • • p • .3 DECLARATORY STATEMENT DCA05-DEC-219 m 3A II it • • • • • •'n • • is ii it ``t 11111111//// II 20 -- _ I�' ' II 20 II • • • • • • • • • • • • r r 20 PRODUCT REVISED .I as complying with the Florida �',•• �tOENSF' �� Building Code 0 0 o NOA-No. 20-1110.02 w w No. 81223 x • • 9 4T•144 POINT•C • • • • • Expiration Date 05/19/2026 - {Y i w 21 • ALL JZES • •w • !� �•0 ; SETTING BLO(tS AT INSUL. LAM. GLASS • • • • By %'d4 � NOTCH GLAZING BEAE LEG • • • • • • • Miami -Dade Product Control Q 8T GLASS TYPE 'A' GLASS TYPE 'AA' To CLEAR BATS • • • • • • CI�LSS•TYf'E 'B' O , �•'\```� GLAZING OPTIONS Sealed: 11/6/2020 �/IIIn1111``\ ... . . . . ... . . . . . . . . . . . . • •• •• . . . •• •. ... . . . ... . . J 0 m 3 V) rL i n W U) V) ca _ 3 Opno Z 3� m SO N J W mM drawing no. W11-05 D BUCK METAL F _________ ____ EDGE STRUCTURE 11 MIA_MI-MLACOUNTY APPROVED 11 DIST, I I MULLION & MULLION ANCHORS j1 SEE SEPARATE NOA I EDGE DIST, -------------- -I _____ E 3 3 I TYPICAL ANCHO SEE ELI TYPICAL ANCHORS FOR SPACI 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. 1BY WOOD BUCK n i6 •• •••_ •' • • •• TYPICAL ANCHORS: SEE ELEV, FOR SPACING 1 /4" DIA. ULTRACDN+ BY 'DEWALT' (Fu=164 KSI, Fy-146 KSI) INTO 28Y 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) B14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 41 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG a 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm 2000 PSI MIN • • • • • • • • • • • • • PRODUCT REVISED as com lying with the Florida Building Coda �� ""'••. `�`��'••' y\GENSF' �� Non -No. 20-1110.02 • •• r • TIPPICI! �4• SEE IIPLEV. • • FOR •P•CIN• • • 400 • Sealed: 11 /6/2020 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 _ E drawing no. W11-05 �o w t/a' MAX. I 1/4' MAX. 11 SHIMS 1/4" MAX. Z m 3 © O SHIM SHIM WO Q 2 h 5 W000 BUCK 4A B 12 8 4 h TYPICAL ANCHORS 2BY WOOD BUC O W 0.�'.. ; 0 vLFOR� ELEV. R N TYPICAL ANCHORS ----------SCREEN OPT. - - - - - - - - - - - - - - - - SPACING W OD STRU URE w C u SEE ELEV. FOR SPACING 7 t/2 O (F1 N ci ❑ w ei d O' o Q F ❑ aq w� 1 1/4- oo 0 H N0 w i wy_ Q ILZ02w o .I t7 NQJ B TYPICAL ANCHORS Q W N METAL r 1 EXTERIOR ,. v SEE ELEV. FOR SPACING STRUCTURE D.L. OPG. ^. 0 � U VENT WIDTH J 3 WINDOW WIDTH 3 U7 � W w � v1 w MIAMI-DADE COUNTY 50 vl APPROVED MULLION Z 3 t< m SEE SEPARATE NOA } TYPICAL ANCHORS Z W n SEE ELEV. FOR SPACING QIS p p J NNn W ro :2 1, - If___ll O _ I 1 II II I I I I x � ^ n IL I L---' 3 g $ S v WINDOW WIDTH WINDOW WIDTH o a • • • • • • • • • PRODUCT REVISED c a • • • • • • • • • as cam In with the Florida O • • • • • • • • • • • • • Building\\\\\111 FIlllf • • • • • • • • • • • • NOA-No. 20-1110.02 Expiration Rate 05/19/2026 By _ No. 81223 �_ a • • • • • • • • • • • • • • Miami -Dade Product Control • • • • • • • %�®•'• 9T �.((/�� drawing no. • • • • • • • • Sealed: 11/6/2020 Vi ` r�fllnnl\\\\\� sheet 3 of 6 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING n A i. 1 N fr___________________ l �I MIAMI-DARE COUNTY APPROVED I� MULLION & MULLION ANCHORS I SEE SEPARATE NOA j I II I EDGE DIST. I I TYPICAL ANCHORS SEE ELEV. FOR SPACING � J 0 n 3 o (n � n W }V) s O 5 1/4" MAX. SHIMS ALT. � a 3 Z 5 n N J O TYPICAL ANCHORS to SEE ELEV. FOR SPACING 4 o d v�a�aa o a G r •• • •• • • • • • • • • • • • • • • v o u o _ N • • • • • • • • • • • • • • • • INSTALLATION DETAILS • • • • • • • • • • • • PRODUCT REVISED • • • • • as complying with the Florida WITH FLUSH FRAME ADAPTER Building Codo `\\TT1i111111/j ��i�'/i' ' %CENS • 6 — NOA-No. 20-1110.02 ` Ezplration DateO$119/2026 No. 81223 • • • • • •• v • • • • • • • • • . Miam-Dude Product Control •• O drowin e no. Sealed:1116/2020 ,. —, 0 I 3 FRAME HEAD/SILL/JAMB VENT GLAZING BEAD (5/16" LAM. GLASS) .803 _ .045 �1,172 �i GLAZING BEAD (INSUL. LAM. GLASS) 38 GLAZING BEAD (7/16" LAM. CLASS) 2.688 .500 l./-Y�111 69 2.611 15 FLUSH FRAME ADAPTER —1.750 .493 1.750 1 .493 CORNER KEY 2a5 7i-0 120 —{ L1.256-I _7 aA SNUBBER - FRAME 245 .78 120 -I .720 SNUBBER - VENT ITEM PART R QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E501 4 FRAME HEAD/SILL/JAMB 6063-T6 2 E502 4 VENT 6063-T6 - 3 FY108 AS REDO. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 3A E505 AS REDD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 38 FY109 AS REDD. GLAZING BEAD (7/16" LAM. GLASS) 6063-TB - 4 E508 AS REDD. SNUBBER - VENT, FULL LENGTH 6063-T6 - 4A E509 AS REOD. SNUBBER - FRAME, FULL LENGTH 6063-T6 - 5 E506 OPTIONAL SCREEN FRAME 6063-T5 - 7 #10 X 1-1/4" AS REDD. FRAME AND VENT ASSEMBLY SCREWS H WH SMS 8 E203 AS REGO. BULB WEATHERSTRIPPING. DUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REOD. GLAZING BEAD BULB. OUROMETER 65 SANTOPRENE ULTRAFAB 10 35A 2.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) #10 X 5/8" SOS 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 12 - 6/ VENT IKEEPER STEEL - 13 - 1/ VENT ROTO OPERATOR ZAMAK/STL. TRUTH 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 15 FY120 AS REOD. FLUSH FRAME ADAPTER 6063-TB OPTIONAL 16 - 3 ANTI SAG SKATE NYLON M@M PLASTICS 17 I10 X 1-1/4" 2/ SKATE FH SOS SKATE SCREWS - - 18 N8 X 3/4" AS REDD. FH SMS SNUBBER SCREWS - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" O.C. 19 - 2/ LITE SETTING BLOCK, 3/16" X 3/4" X 4" LONG EPOM OUROMETER 80t5 SHORE A 20 FLB-50 - CLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE 21 - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. �IfZ�141 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) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489,00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS OPERATOR** ••• • • • • • •• SINGLE ARM 1%I0 OPE::TO�s2.1�.01: E�•'�RU LOCATED AT SILL I FASTENED WIT61o(6) µ1Q:X *1 -A PFT 0S • o • OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS ANTI-Sf `• SR9?,ES: • • • • • • • • VINYL ANTI.*SAG J ATES•BY 'I:&M PLASTIC �O• (2) & • • R4LS (1) AT BOTIPOM RAP AT 4" F;*DM LOW( STILE • is is is EACH FASTENED WITH (2) #10 X 1-1/4" P FH SOS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• PRODUCT REVISED as comp)yIng with the Florida Building Code NOA-No. 20-1110.02 Expiration Date 05/1912026 By Miami -Dade Product Control Sealed: 11 /6/2020 ��'sGENSLc _I� No. 81223 Drawing no. W11-05 �o w o i z 0, � W z a Z N d R N � 4 0 WN`m U N W W Q O F V CL U R r LL a / O > m po -Mo / 7 0 a o .01 IV/ dl muio 0 a W J LL N W N O Z O E S ma' � O U J / 3 Ui � h w V) V) I Z 3rn� 0 S ❑ro I O 0 (� 00 W N VENT CORNER FRAME CORNER N m ��"g N o� c Lt • • � • • PRODUCT REVISED \Ililir • • • • • • • • • • • • • • • • as comp)ying with the Florida �� F t 1, Building Coda@��'�•••i i - NOA-No. 20-1110.02 ��.•' \\GENSp' n o Expiration Date 05/19/2026 - No. 81223 \ y a • • • • • • o By • • • • • • • Miami -Dade Product Control �= O • • • • • • • • • -0 STdrawing no. • • • • ••• • `g+'FO W11-05 Sealed:11/6/2020 ��i lllllli\\\\\ sheet 6 O( 6 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • - -- --- -- •-••-• ••�� Nu —1111L nurcnerye xacs r races Publications Contact Us BCIS Site Map Links Search his () D—to Product Approval USER: Public User -roducr or Acphration Search > Application Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method FL22378-R7 Revision 2020 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Masonite International 1955 Powis Road West Chicago, IL 60185 (800)663-3667 sschreiber@masonite.com Steve Schreiber • • sschreiber@masonite.com • • • • • ... • • • • • • • ' • • ' • • • • • • • . Exterior Doors . • • Swinging Exterior Door Assemblies • • • • • • • • • Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option A Date Submitted 11/05/2020 Date Validated 11/05/2020 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WD003rKdgwOBugQacWmDBFHOng%3d%3d 1/4 7/9/2021 Date Approved Florida Building Code Online 11/11/2020 Summary of FL * Model, Number or Name 22378.1 Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: +60/-65 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. Description 6'-8" Opaque I/S Single Door Certification Agency Certificate _F_L22378 R7 C CAC N1007077 07-R3 pdf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FL0170 pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514010B.pdf FL22378 R7 AE 514014B.pdf Created by Independent Third Party: Yes 22378.2 I Stormguard Fiberglass Side -Hinged 16'-8" Opaque O/S Single Door Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. Certification Agency Certificate FL22378 R7 C CAC NI007077 07-R3 pdf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FL0170.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514010B pdf •••• FL22378 R7 AE 514014E pdf • • Created by Independent Ihirc6Pyty: Yes • • • • • • • • 22378.3 I Stormguard Fiberglass Side -Hinged i 6'-8" Opaque I/S Single of b8VL* Door w/ or w/•o Sidelites* • • Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. Certification Agency Ceshflicaia : • • • FL22378 R7 C CAC NI00T1?:7'07-R3 puf • • • • : • • Quality Assurance ContaaotHceiration Date ' • • • " 00000 12/31/2025 00000 • ••••• Installation Instructions • 0 • • FL22378 R7 II FL0170.. • &L • Verified By: National Accreditatioif & Man'D6gmL1J Institute • • Created by Independent Tihird Party: • • • • Evaluation Reports • •• • 0 • ••••• • FL22378 R7 AE 514008B.pddf 000000 FL22378 R7 AE 514012B.pdf Created by Independent Third Party: Yes 22378.4 ( Stormguard Fiberglass Side -Hinged 16'-8" Opaque O/S Single or Double Door w/ or w/o Sidelites Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. 22378.5 I Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 9'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO172 for anchor details and water performance where required. Certification Agency Certificate FL22378 R7 C CAC N1007077.07-R3.pdf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FL0170.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514008B.p4f FL22378 R7 AE 514012B pdf Created by Independent Third Party: Yes 6'-8" Impact Glazed I/S or O/S Single Door w/ or w/o Sidelites Certification Agency Certificate FL22378 R7 C CAC NI007077 09-R4 pdf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FLO172,Pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514008B.p2 hftps://www.floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoO3rKdgwoBugQacWmDBFHOng%3d%3d 2/4 1 r�LC.s/t5 K/ At b14U116.pat i Created by Independent Third Party: Yes I' 22378.6 Stormguard Fiberglass Side -Hinged 16'-8" Impact Glazed I/S Double Door w/ or w/o Sidelites Door Unit j Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO172 for anchor details and water performance where required. Certification Agency Certificate FL22378 R7 C CAC NI007077 09-R4 odf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FL0172.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514008B.pdf FL22378 R7 AE 514012B.pdf Created by Independent Third Party: Yes } 22378.7 Stormguard Fiberglass Side -Hinged 16'-8" Impact Glazed O/S Double Door w/ or w/o Sidelites i I Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO172 for anchor details and water performance where required. Certification Agency Certificate FL22378 R7 C CAC NI007077.09-R4 pdf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FL0172.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 5140088.pdf FL22378 R7 AE 514012B.pdf Created by Independent Third Party: Yes 22378.8 I Stormguard Fiberglass Side -Hinged 8'-0" Opaque I/S Single Door Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. Certification Agency Certificate 0000 FL22378 R7 C CAC NI007077.0. 8=R2_pdf • • • • • • • • • Quality Assurance Contiact Expiration Date • 12/31/2025 • • • • • • • • Installation Instructions • • • • • • • • • • • • FL22378 R7 II FL0171.pW,g • 0 • • Verified By: National Accreditation & Management InstitQtt• • • Created by Independent Tji?rt arty: • • • Evaluation Reports 0000 • • • • • * • • FL22378 R7 AE 514009&Ai;lf••• • • ••••• FL22378 R7 AE 514013B.nd_I• • • goo.. • • • • • Created by Independent TTiird Party: Yes _ • 22378.9 Stormguard Fiberglass Side -Hinged i 8'-0" Opaque O/S Single Door • • • • Door Unit • • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. Certification Agency Certificate • • • • " FL22378 R7 C CAC NI007077.08-R2 odf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FL0171.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514009B.pdf FL22378 R7 AE 514013B.pdf Created by Independent Third Party: Yes 22378.10 { Stormguard Fiberglass Side -Hinged 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. 22378.11 https://www.florid Certification Agency Certificate FL22378 R7 C CAC NI007077.08-R2.pdf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FL0171.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514007B.pdf FL22378 R7 AE 514011B.pdf Created by Independent Third Party: Yes Stormguard Fiberglass Side -Hinged 1 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoO3rKdgwOBugQacWmDBFHOng%3d%3d 3/4 7/9/2021 Florida Building Code Online Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. 22378.12 Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43/-47 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO173 for anchor details and water performance where required. 22378.13 I Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +47/-45 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO173 for anchor details and water performance where required. Certification Agency Certificate FL22378 R7 C CAC NI007077 08-R2 pdf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FL0171.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514007B.pdf FL22378 R7 AE 514011B.pdf Created by Independent Third Party: Yes 8'-0" Impact Glazed I/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22378 R7 C CAC NIO07077 04-R7 pdf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FLO173 pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514007B pdf FL22378 R7 AE 514011B.pdf Created by Independent Third Party: Yes 8'-0" Impact Glazed O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22378 R7 C CAC NI007077 04-R7 0l-i"" • Quality Assurance Contract EKjliration•DlaltL- • • • • • 12/31/2025 • • 0 000• Installation Instructions • • • FL22378 R7 II FLO173.pai • : • • • • • • • • • Verified By: National AccrEEi?dtIDl1 & Managerfient InstitytPi • • Created by Independent Thiad•Rerty: • • o • Evaluation Reports • • • " • FL22378 R7 AE 514007B.pdf FL22378 R7 AE 514011 b`..MfO o ; ; . • • ; • • • • • • Created by Independent ltltrd"rty: Yes* "" • • • Fact. Vert • • • • • • •••••• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copvrfaht 2007-2013 Stale of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, FS., please click here . Product Approval Accepts: ® ELIYSV_ Credit Card Safe https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoO3rKdgwOBugQacWmDBFHOng%3d%3d 4/4 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI007077.08-R2 1955 Powis Road Certification Date: 05/22/2017 West Chicago, IL 60185 Expiration Date: 12/31/2025 Revision Date: 07/27/2020 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame or Worldwide Composite Frame unless noted) Specification: TAS 201/202/203-94/ASTM E330-02 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www_NnmirPrtifirntian vnm Inswing Glazed _____�__ ._._ .......4.__ ........ ........ Structural ... 1 alU „ ace■ cvILVU Water Uy rue American tvational atanaarus institute (ANSI). Configuration or or Maximum Design Test Missile Impact Test Report Number Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0" x 8'0" +60/-65 0 psf Yes NCTL-210-3102-1/ATLNC 0 1 29.02-15/ATLNC 1031.01-16 Single Maximum Panel Size: 3'0" x 810" X O/S Opaque 3'0" x 8'0" +60/-60 3.75 psf/6.0 psf Yes Anchor Details-MA-FL0171-07/W-1807 NCTL-210-3102-1/ATLNC 0129.02-15 ATLNC 1031.01- 66 Single 10.5 psf 1/9.0 psf 4 Maximum Panel Size: 3'0" x 8'0" XX I/S Opaque 6'0" x 8'0" +50/-50.5 0 psf Yes Anchor Details-MA-FL0171-07/W-1807/W-1835 NCTL-210-3105-1/ATLNC 0129.01-15 ATLNC 1031.01-16 Double Maximum Panel Size: 3'0" x 8'0" XX O/S Opaque 6'0" x 8'0" +55/-50.5 3.75 psf/6.0 psf' Yes Anchor Details-MA-FL0171-07/W-1807 NCTL-210-3105- I /ATLNC 0129.01-15 ATLNC 1031.01-16 Double 8.25 psf 2/8.25 psf 4 Maximum Panel Size: 3'0" x 810" XO/OX I/S Opaque Door 6'0" x 8'0" +50.5/-50.5 0 psf Door -Yes Anchor Details-MA-FL0171-07/W-1807/W-1835 NCTL-210-3105-1/ATLNC 0129.01-15 ATLNC 1031.01-16 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0"x 8'0" XO/OX O/S Opaque Door 6'0" x 8'0" +551-50.5 3.75 psf/6.0 psf' Door -Yes Anchor Details-MA-FL0171-07/W-1807 NCTL-210-3105-1/ATLNC 0129.01-15 ATLNC 1031.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf 1/9.0 psf 4 Sidelite-Yes Maximum Panel Size: 3'0" x 810" OXO I/S Opaque Door 9'0" x 8'0" +50.5/-50.5 0 psf Door -Yes Anchor Dctails-MA-FL0171-07/W-1807/W-1835 NCTL-210-3105- I /ATLNC 0129.01-15 ATLNC 1031.01-16 Single w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 8'0" OXO O/S Opaque Door 9'0" x 8'0" +55/-50.5 3.75 psf/6.0 psf' Door -Yes Anchor Details-MA-FLOl71-07/W-1807 NCTL-210-3105- I /ATLNC 0129.01-15 ATLNC 1031.01-16 Single w/Sidelites Glazed Sidelite 8.25 psf 2/9.0 psf 4 Sidelite-Yes Maximum Panel Size: 3'0" x 8'0" OXXO I/S Opaque Door 12'4" x 8'0" • • • • •t5(�(-�.� • • . • • ��isf • • • Door -Yes Anchor Details-MA-FL0171-07/W-1807/W-1835 NCTL-210-3105-I/ATLNC 0129.01-15 ATLNC 1031.01-16 Double w/Sidelites Glazed Sidelite • • • • • • • • • • • • • • • • • • Sidelite-Yes Maximum Panel Size; 3'0" x 810" OXXO O/S Opaque Door 12'4" x 8'0" • • • 455/A.5 • • 30/5`1Ef/6.0 psf' Door -Yes Anchor Details-MA-FL0171-07/W-1807 NCTL-210-3105-1/ATLNC 0129.01-15 ATLNC 1031.01-16 Double w/Sidelites Glazed Sidelite 8.25 psf 2/8.25 psf 4 Sidelite-Yes Maximum Panel Size: 3'0" x 8'0" 1 -Denotes Z-Series Threshold Design 2-Denntrs Mob nnm Thrmhnld neda, 'a_w_inic e_n .o. W.-, :AC r__T ____ _., Anchor Details-MA-FLOl71-07/W-1807/W-1835 National Accreditation & Management Ins0tute4 Inc ./44794 deorge. VsjstQington Memorial Highway/Hayes, VA 23072 Tel: 18011684-51t0Vax: (IQ4) 684-5122 . . . . . . . .. . • •• On • • • •o •• NAMI AUTHORIZED SIGNATURE: r)ll MASONITE STORMGUARD FIBERGLASS DOOR UNIT &-0" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION FACING LITE FRAME SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F 1 842 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN MIN SMOKE DENSITY ASTM 02843 53.4� 70.2� TENSILE STRENGTH- ASTM D638 3.29. DIFF 1.87 DIFF 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 RATE OF BURNING ASTM D635 SMOKE DENSITY ASTM D2843 w7j TENSILE STRENGTH+ ASTM D638 " COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 0 • JL-j 110 0 � SINGLE DOOR UNIT WITH SIDELI7E 149' MAX. OVERALL FRAME WIDTH _ 21 „ MAX 36.375' MAX. PANEL WIDTH 37.5" MAX. IN/ASTRAGAL FRAME WIDTH m 5: X [] n ri SINGLE DOOR UNIT WITH SIDELITE DOUBLE DOOR UNIT W/SIDIEL;TESS SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES STIR TURELRATING • • • • M'HER£ TE ILTRATION PERFORMANCE IS DESIGN : • R U E T BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING ALL OUTSWING INSWI G" BUMPM.•Z-SERIES 0 S T4 0 S NIGH DAM 0 S X 37.5 +60.0 -65.0 +60.0 -60.0 N + .4 •-26.0 +40.0 -40.0 +60.0 -60.0 +60.0 -60.0 XX 74 +50.0 -50.5 +55.0 -50.5 w +2590 •-2 .0 40.00 .0 or XO 75 . .-. +404400 +555.0 -50OX0 5 + 55...000 112.5 +5 . . 0.0 -40.0OXXO ++555..00 ++55 --5500..5 ---5S500D...5S5OX +500 A +25.0 -25.0 +40.0 +55.0 -50.5 +55.0 -50.5 TABLE OF CONTENTS SHEET # DESCRIPTION r 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS 4 ANCHORING LOCATIONS & DETAILS • • • • , je • • • won'NNN td7! • • • • • • • �fl'Isa0on11orVIpA�D�� flB�RBAiB06'/. KURT SALTHAZOR FLORIDA P.E. #56533 scar: N.T.S. F. er: SWS CHK. IN. OF 71 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 3" EE C. Y O -1 I- SLt ULIAIL s" "F" — #8 x 2 #8 2" #10 x 5/8" • x #10 x 5/8" #8 x 2" #10 x ill DETAIL "E" ASTRAGAL 0 #10 x 2-1/2" #10 x 1" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME #10 x 5/8" AS SHOWN, DETAIL "D" DETAIL "C" 1" INSULATED GLASS 1 0.124" HEAT STRENGTHENED • OECGRMVE INSERT 1.375" 0.962 � �.. --�-�� 0,090, SAFLEX (NOA 2 � 86Z2.01)• • • (ODTIONAL) 0.124" HEAT STRENGTHENED �0124 TEMP. T T -' EIMI, FOAM, OR .EML :PALL • • • ,/2., 04 INSWING THRESHOLD BUMPER 0/S THRESHOLD ci 1 1 "'995 • • • 'Y., ��► • DDW %%5 1.482" • • .,•� ----..� 1.75' E��j.047"P�!�7n : " T _ _ T T • • T?PICAL LAZING DETAIL• • • • Z—SERIES 0/S THRESHOI D HIGH DAM O/S THRESHOLD T4 0 S THRESHOLD IMPACT RATED GLASS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE DET "D" SEE DETAIL "C" ASTRAGAL RETAINER BOLT HOLE 6 MUST BE DRILLED THROUGH i THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL Addendum to NARY r. 00 1" INSULATED GLASS 0.124" HEAT STRENGTHENED DECORATIVE INSERT 0.090- SAFLEX (NOA 20-0622.01) (OPTIONAL) 0.124' HEAT STRENGTHENED- i- .0124" TEMP, BUTYL, FOAM, OR METAL SPACER 1/2" SITE OOW 995` "•` -Al DOW 995 EXTERIOR INTERIOR ALTERNATE GLAZING DETAIL IMPACT RATED GLASS Ln O 03 U q0 J Q � Q O O � J ZOO wpQ Via= ¢co �N g � SCALE: N.T.S. DWG. BY, SWS CHK. BY. DRAWING NO.: DWG-MA-FL0171 SHEET 2 OF 4 SEE DETA "C" SHT. SEE DETAIL h SHi. 2 �o 3 III/ SEE SHT, gyp. T— 3" • •• • • • • ••• • AdkdlmtoNo CeitifiralbnNo.:. .I'OD �� • • • • Q 00 U c) ¢ Q O � J cc -�t O W z a= ti Lf)U LO LLJ N. T. S. ay. SWS BY.. OF • •• •• • • • •• •• ••• • • • ••• • • 1. MIN" > f • _ 0.25" SHIM CL —I I— I TYPICAL MASONRY ANCHOR INSTALLATION iMIN I v . t. SHIM CL --I I— ��i .�Ifi 1X BUCK MASONRY ANCHOR INSTALLATION AWrAn to NAAt O aftk:. oA Do BY E ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE DISTANCE MIN 1/2". 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. 1.50" MIN i.25" HIM TYPICAL WOOD BUCK ANCHOR INSTALLATION HARDWARE SCHEDULE L1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 2, 4" X 4" FULL MORTISE BUTT HINGES. •• ••• • • • • • •• • it* e • • • • • • • o1 xi1 /2i OORIIVANTED fM e • 10X2" WOOD SCREW • • o • • 0 • o • ANDO77"" t,C �D• • 6" FROM EACH END (3) glOX2-1 /2' (4) gl OX2-1 /2" AND 12" OC WOOD SCREWS WOOD SCREWS ACRYLIC EACH END EACH END • OYgULK • • e A�C�},,TEX�e { • • • • ^ OAULJ i CL •o o • •• oo• • ®® ®® • COMBINATION WOOD COMBINATION WOOD INTEGRAL WOOD INTEGRAL WW MULLION (BOXED) MULLION (BOXED) MULLION (CHS) MULLION (CHS) —e e • • • • • • • • • • • • • • • 000 0 0 0 ••• 6 0 sue: N.T.S. W. sr: SWS CHK. 8Y: sHm-r 4 of 71-07 COU&D NTY: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION H 805 SW 26 Street, Room 208 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.miamidade.gov/building 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 "400" Aluminum Window Wall System (with window jbnseXtg) — LAvl! • • • • • • • APPROVAL DOCUMENT: Drawing No. W09-42, titled "Series 400 Alum •, kivl ow Wall' System • • • (L.M.I.)", sheets 1, 1. 1, 1.2, 2, 3, 4, 4.1, 5, 6, 7, 8, 8.1, 9, 9.1, 9.2, 9.3, 10, 11, 12 and 12.1 Qfd2, dated 08/13/09• • with revision G dated 05/15/20, prepared by Al-Farooq Corporation, signed and sealed bofJalal faroaq, P.E.* bearing the Miami -Dade County Product Control Revision stamp with the Notice of *Acemptanc; number ancl' • • • • 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 - ; ityi state; • • • • model/series, and following statement: "Miami -Dade County Product Control Appro"' , unldss 8therwisC • . • • noted herein. • • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 18-0503.03 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0828.03 �MMIAM�QADE Expiration Date: December 20, 2022 Approval Date: November 05, 2020 10/26/20 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. (Submitted under NOA No. 12-0801.02) 2. Drawing No. W09-42, titled "Series 400 Alum Window Wall System (L.M.I.)", sheets 1, 1. 1, 2 thru 9, 9.1, 10 thru 12 and 12.1 of 12, dated 08/13/09, with revision E dated 08/02/ 17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0503.03) 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) Safety Performance Test, (class A, Sec. 5) per ANSI Z97.1 along with marked -up drawings and installation diagram of outswing alum. door and alum. window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-9872, dated 12/12/17, signed and sealed by Idalmis OrteggoP.E. . . .... ...... (Submitted under NOA No. 18-0503.03) • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per F4lr, TAS 202:94 • 2) Large Missile Impact Test per FBC, TAS 204•94• - ...... 3) Cyclic Wind Pressure Loading per FBC, TA$'265j94 . •. •. • along with marked -up drawings and installation diagram of an artMnum window walr':". 00000 system, prepared by Fenestration Testing Laboratory, Inc., Test.]Vtp Yt No; • • • • • ...... FTL-7233, dated 02/01 /13, signed and sealed by Marlin D. BriiRson? P.E. . • (Submitted under NOA No. 14-0910.07) • • • • • • • • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : . • • • • • :....: 2) Uniform Static Air Pressure Test, Loading per FBC, TAP Q_&t-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3129, dated 10/18/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 12-0801.02) 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 marked -up drawings and installation diagram of an aluminum window wall system, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3071, HETI-10-3072, HETI-10-3073, HETI-10-3074 and HETI-10-3075, all dated 10/18/10, all signed and sealed by Candid F. Yont, P.E. (Submitted under NOA No. 12-0801.02) z Manuel Perez, P. . Product Control Exa r NOA No. 20- 828.03 Expiration Date: December 20, 2 Approval Date: November 05, 2020 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) B. TESTS (CONTINUED) 5. Test reports on: 1) Safety Performance Test, (class A, Sec. 5) per ANSI Z97.1-1984 CPSC 16 CFR, CH 11, Part 1201 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3096, dated 10/18/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 12-0801.02) 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of outswing alum. door and alum. window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8281, dated 06/22/16, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 17-0329.02) • • • • • • C. CALCULATIONS • • • • • • • •' 1. Anchor verification calculations and structural analysis, comp] yink with FBC b th Edition (2017), dated 03/15/18, prepared by Al-Farooq Corporal qp,signed a c�• sealed by Javad Ahmad, P.E. • • • •. • (Submitted under NOA No. 18-0503.03) • • • • • • 2. Glazing complies with ASTM E1300-09 • • • • • • • D. QUALITY ASSURANCE • • 1. Miami -Dade Department of Regulatory and Economic Resources (RER) • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 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. Manuel Perez, P Product Control Exrf NOA No. 20d0,828, Expiration Date: December 20, M22 Approval Date: November 05, 2020 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" Edition (2017) and of no financial interest, dated March 15, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. I8-0503.03) 2. Proposal No. 17-0579 issued by the Product Control Section, dated 07/18/17, signed by Manuel Perez, P.E. (Submitted under NOA No. 18-0503.03) 3. Laboratory compliance letters for Test Reports No HETI-10-3071, HETI-10-3072, HETI-10-3073, HETI-10-3074, HETI-10-3075, HETI-10-3096 and HETI-10-3129, all issued by Hurricane Engineering & Testing, Inc., dated 10/18/10, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 12-0801.02) 4. Proposal No. 10-0233R issued by the Product Control Section, dated 07/12/10, signed by Manuel Perez, P.E. (Submitted under NOA No. 12-0801.02) 0000 5. Proposals issued by the Product Control Section, dated 01AW3 and Olt1 J50, both...•• signed by Jaime Gascon, P.E., Supervisor, Product Control Section • • • • • (Submitted under NOA No. 14-0910.07) •' • " • •' • • • • G. OTHERS .... .. ..... 1. Notice of Acceptance No. 17-0329.02, issued to Eco Window �ys�texns, dC for their. •:..' Series "400" Aluminum Window Wall System (with window inSCrt9j— L.M'I, approved • • % • on 10/19/17 and expiring on 12/20/22. • . . .. . ...... Manuel Perez, P.E. Product Control ExajnMr f` NOA No. 20-082, 8.0� Expiration Date: December 20, 2 Approval Date: November 05, 2020 E-3 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W09-42, titled "Series 400 Alum Window Wall System (L.M.I.)", sheets 1, 1.1, 1.2, 2, 3, 4, 4.1, 5, 6, 7, 8, 8.1, 9, 9.1, 9.2, 9.3, 10, 11, 12 and 12.1 of 12, dated 08/13/09, with revision G dated 05/15/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 400 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-12312, dated 10/07/20, 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 F1LC TAS 3) Water Resistance Test, per FBC, TAS 202-94..' : ... . 4) Large Missile Impact Test per FBC, TAS 201 *91- • • 5) Cyclic Wind Pressure Loading per FBC, TAS'203'94 along with marked -up drawings and installation diagram of a serj'es,400 alu nm11rn window wall system, prepared by Fenestration Testing LaboratQj; z,.W., Test Report No. FTL-11037, dated 04/13/20, signed and sealed by Idalmis Ortega, P.E: * 0 * 0 ...... . 00 C. CALCULATIONS 0 . . 1. Anchor verification calculations and structural analysis, compl)%ig'wlth F$C 71" Edition (2020), dated 07/10/20 and 10/12/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" date 09/19, expiring on 07/08/24. Manuel Perez, P.E. Product Control ExamMr NOA No. 20- 828.0 Expiration Date: December 20, 2 Approval Date: November 05, 2020 E-4 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6t' Edition (2017), FBC 7" Edition (2020) and of no financial interest, dated July 10, 2020, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Proposal No. 20-0639 issued by the Product Control Section, dated 09/02/20, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0503.03, issued to Eco Window Systems, LLC for their Series "400" Aluminum Window Wall System (with window inserts) — L.M.I, approved on 08/23/18 and expiring on 12/20/22. Manuel Perez, P.E. Product Control Exa r NOA No. 20- 828.0 Expiration Date: December 20, 2 Approval Date: November 05, 2020 E-5 x REINFORCING AS READ. WINDOW WALL SYSTEM WITH WINDOW INSER SEE SHEETS 3, 4 & 4.1 SEE SEPARATE NOA FOR WINDOW CAPACITY A FOR CAPACITY F %%%�� LOWER RATING OF WINDOW OR 10 / WINDOW WALL SYSTEM WILL CONTROL 1=t_ t=n-_t— — - ---- I II II K1 — D.L. OPG. WIDTH II H j' it SE � SHEET 2 ( I L / 10 z d O J N W �/. N 6 t II IL- _ __ _______ _ _ _ _ _ _ _JI �_n________3 ✓ // N oW ao 00 4" MAX. I L 4" MAX. I --- IEAD/SILL HEAD/SILL �' I :ORNERS CORNERS ANCHORS TYPE A, B OR C 1 2, 3 OR 4 AT EACH JAMB---' SEE SHEET 5 - MAX, MULLION SPACING SEE SHEETS 3, 4 & 4.1 II ANCHORS TYPE A. 8 OR C 2, 3 OR 4 -AT EACH SIDE OF MULLION SEE SHEET 5 TYPICAL ELEVATION SERIES 400 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI-DADE COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM WINDOW WALL OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. INSTRUCTIONS: USE CHARTS AS FOLLOWS. ice, I I I ,--DOOR MULLION ANCHORS SEE SHEETS 6 & 7 STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 CHECK GLASS CAPACITY TABLE ON SHEET 2 FOR GLASS TYPE, GLASS DIMENSIONS (WIDTH & HEIGHT) AND PRESSURE CAPACITY. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. •• ••• • • •• • STEP 3 •HE%< WINDOW• WL•L 61 (*PACITY FOR DESIRED • •EICHT•F•0 I•'JLL•1N GPACdNG +ISING CHARTS ON • • •HEIRS iA 4 •Y <•I . • • • • • SHE R:AP 'ITi•S • Hl1ULD•EX(WED THE•DESIGN LOAD. •• ••• •• • • •• STEP 4 USING CHARTS ON SHEET 5 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. • • • SKOO VER•)•LNANW-ICIdD JAMBS, 6• USED•AS PER SHEETS • • 3, 4 MID 7. • • • • • • • • • • • • SiEP 6 THE L•NEST VALUE Rj>ULNtL; FRC*I Sjj.PS 2, 3 •• • • AND 4•r0IALI•APP-Y TO FOTIRE SYfpTEA` • STEP 7 WHEN USING THIS SYSTEM WITH DOORS, THE LOWER VALUE OF THE DESIGN PRESSURE RATING FOR THE SYSTEM AND THE DOOR SHALL APPLY. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • as •• ••• 0 0 0 ••• • 0 I I _t D.L. Q PC. WIDTH SEE SHEET 2 D I 9 � a xN � � xw a '/ w o w � w 6 � I 4" MAX. I HEAD/SILL CORNERS ANCHORS TYPE A, 8 OR C i 2, 3 OR 4 AT EACH JAMB- -/ SEE SHEET 5 0 o p e WINDOW WALL SYSTEM WITH GLASS TYPES 'ClL', 'G2L' & 'G2LI' " COMPLY WITH REQUIREMENTS OF ANSI Z97.1. w w p FTHIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. (U _ SHUTTERS ARE NOT REQUIRED. 6 m n m LARGE MISSILF. IMPACT '; o o W REVISEDPRODUCT the Florida as coomplying with Building Code ....,,, NOA-No. 20-0828.03 �� y:•'Y-108NSg' Ex (ration Date•_ 2120/2022 _z N 23 MIamFDatle Produet'Coptrol =� •, qq , <!4 drawi c" 7 / �Q[� '�,`i�n fCORIOP•. ail® � e W09-4.2 REINFORCING AS REOD. WINDOW WALL SYSTEM WITH WINDOW INSERT 4 U SEE SHEETS 3 & 4 SEE SEPARATE NOA FOR WINDOW CAPACITY 10 FOR CAPACITY LOWER RATING OF WINDOW OR fa mw q1 WINDOW WALL SYSTEM WILL CONTROL. Al ¢ 8.1 1J Z m 3 n iY O C c C d N — a�W 44-1/2" MAX. O SLATS OPG. WIDTH O U N n u 9 9.2/ Q a o O 01 Ln O v �_—_ Ir c9 �� n J000 O O O Q W aC1 f" = z i O �( N W ¢ m O \ w m J N z � w— J H _ m Ld Q o 5_ 4 K N Lo w-- Ct N 8.1 j O o "� _ O °j E m 4" MAX. I I 4" MAX,T-_ 'I Imo. _ � 1 I Z o 48" MAX. 4., MAX. 1 w O HEAD/SILLS HEAD/SILL w I I F�-- CORNERS CORNERS 1 i MULLION SPACING I HEAD/SILL ate„ U w ANCHORS TYPE A, 8 OR C 1�__DOOR MULLION ANCHORS CORNERS ANCHORS TYPE A, B OR C i �' W ANCHORS TYPE A, B OR C i '� 2, 3 OR a SEE SHEETS 6 & 7 2, 3 OR 4 AT EACH JAMB--' 0 2, 3 OR 4 AT EACH JAMB--' ,_"AT EACH SIDE OF MULLION SEE SHEET 5 SEE SHEET 5 SEE SHEET 5 TYPICAL ELEVATION 0 0 o a v N a, •• ••• • • • • • •• ° a • • • • • • • • • PRODUCT REVISED �� L111IIllrr��i • • • • • • • • • • • • as compleng with the Florida Building Code ` ��",.•' �,LOENSF n o NOA-N.. 20-0828.03 $ • • • • • • • • • • • • • • Ex irat: Date: 2f2012022 No. 1223 e • • • • • • • • Miami -pad. Prod..tVC. trot '. C STS draWm no. • • • • ••• • cam` 1-J ��'•F(OR1DA.• iqAL sheet 1.1ot 12 9.2 I' I I I it li � II II I II I L I I __ __= � a SLATS OPG. WIDTH I / _ � io3 y+¢O Oo�Z O K ¢ \ 9.2 — III yMyM m a C1 P I yyII ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • m 50' S0' �� ✓� OUTSIDE OUTSIDE MZ q .,,CORNERJ� .CORNER tee. \ 0 8 /��./� j/�� t 11t z y m W _ 0: Q v n O Wry —0 d N X _ 0 a O U N r LL W i D a 4 0 a 8.0 O •�O m W 7 W N T o J w // / '�/ Q W M f w // 0 w \ g w � m z J v� � ��oW w � yy a o i in n o V) �/ Oo� s Li // ,,,am _Z v~i� N N o 3 0 Ln 0 CO — O J ! + -- - { _{ t�=1={ ._ 1 f=i=f- � H -� -t H-I ; --}- I f o Z 3 4" MAX. 4„ MAX. \ FY _��I I \� I \ I / \ 3 Z HEAD/SILL HEAD/SILL I g0' d ^, 50' w 0 N —' CORNERS CORNERS I i INSIDE INSIDE // w 0 �w I COINER DOOR MULLION ANCHORS COf9NER N W N rW- ANCHORS TYPE A. B OR C / MAX. MULLION SPt- ACING -- 48" __MAX AX, 2, 3 OR 4 AT EACH JAMB--' j SEE SHEETS 3 & 4 SEE SHEETS 6 & 7 MULLION SPACING SEE SHEET 5 I I 1 ANCHORS TYPE A, B OR C 3OR 4 os AT EACH SIDE OF MULLION o 0 SEE SHEET 5 0 TYPICAL ELEVATION v I � o c Eli ••• `\1111111111 i�X� • • • • • • • • • • • • • • f PRODUCT REVISED \�� F�� as complying with the Florida ®, ,. ......... / Building Code ��•'�,\GENS'•,• NOA-No. 20-0828.03 Ex Iratlon Date• 2/20/2022 No. 01223 • • • • • • f Br• mac! • • • • • • • • • • • • • • Mlam, Dade Produtrol®•'.,• SS F �``� drowi0no. c:i .� .;..� ��NALI' �\ sheetT.2ofT2 I D.L. 1G. WIDTH SEE SHEET 2 F 9.3 x u � O m w c e • • • • • • • • • • ••• • • • ••• • • 44-i/2" MAX, SLATS OPC. WIDTH F1 9.3 Gt — 9.3 81 6.1 I c1 GLASS LOAD CAPACITY - PSF GLASS TYPE GLASS TYPES NOMINAL DIMS. 'GIL' 'G2I.' & 'G2L1' D.L.O. WIDTH D.LO. HEIGHT EXT.(+) INT.(-) EXT.(+)I INT.(-) 26-1/2" 65.0 75.0 80.E 130.0 32-1/2" 65.0 75.E 80.E 130.0 37" 65.0 75.0 80.0 1 130.E 38-1/2" 65.0 75.0 80.0 100.0 20-3/4" 42" 65.E 75.E 80.E 100.E 44-1/2" - 70.0 70.0 50-1/2' - 70.0 (I 70.0 56-1/2" - 70.0 70.0 26-1/2" 65.0 75.0 80.0 130.0 32-1/2" 65.0 75.0 80.0 130.0 35" 65.0 75.0 80.0 130.0 38-1/2" 65.0 75.0 80.0 100.0 26-3/a" 40" 65.E 75.E 80.E 100.E 44-1/2" - - 70.0 70.E 50-1/2" - 70.0 70.0 56-1/2" - 70.0 70.0 26-1/2" - - 70.0 1 70.0 32-1/2" - - 70.0 70.0 35" - - 70.0 70.0 38-1/2" 70.0 70.0 50-3/4' ao'• - 70.E 70.E 44-1/2' _- - 70.0 70.0 50-1/2" T- 70.0 70.0 56-1/2" - - 70.E 70.E I GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'GIL' GLASS TYPES 'G21: & D.L.O. WIDTH D.L.O. HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 32-1/2" 38-1/2° 44-1/2 50-1/2" 56-1/2" 78-3/4" 65.E t 75.E 80.E 65.0 75.0 80.0 S00 65.0 75.0 80.0 65.E 75.E 80.E 130.E 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 26-1/2" 32-1/2' 38-1/2' 44-1/2" 50-1/2" 56-1/2" 84-3/4" 65.0 75.0 80.0 130.0 65.E 75.0 80.0 130.0 65.E 75.0 80.E 130.E 65.E I 75.E 80.0 130.E 65.0 75.0 80.E 130.E 65.0 75.E 80.0 100.0 26-1/2" 32-1/2" 38-1/2" 44-1/2" 50" 50-1/2" 56-1/2" 90-3/4„ 65.0 I 75.0 80.0 1130.0 65.0 75.0 80.0 130.0 65.0 j 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 100.0 65.0 75.0 80.0 100.E 26-1/2" 32-1/2" 38-1/2" 44-1/2" 47" 50-1/2" 96-3/4" 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.E F 75.E 80.0 130.0 65.0 I 75.0 80.0 130.0 65.E 75.0 80.0 100.0 26-1/2" 32-1/2" 38-1/2" 44" 44-1/2" 49" 50-1/2" 56-1/2" 02-3/a" 65.0 I 75.0 80.0 1 130.0 65.0 75.o 80.0 130.0 65.0 75.0 807130.0 65.0 75.0 80.0 1130.0 65.E 75.E 80.E 1 100.E 65.0 75.0 80.0 100.E - - 70.o 70.E - 70.E 70.E 26-1/2" 32-1/2" 38-1/2" 41" 44-1/2" 47" 50-1/2" 56-1/2" 08-3/4" 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 I 75.0 80.0 130.0 65.0 75.0 80.0 130.E 65.E 65.0 75.E 75.0 80.E 80.0 100.E 100.0 -- 70.0 70.0 70.0 70,0 26-1/2" 32-1/2" 65.0 I 75.0 80.0 130.0 65.0 75.0130.E DJL.O. WIDTH D.L.O. WIDTH j' 3 1/21 /2•• SILICONE DOWSIL 995 DOWSIL 791 I/4" HEAT STREN'D GLASS 090" Interloyer Trosifol PV8 By 'kurcroy Americo. Inc.' 1/4" HEAT STREN'D GLASS m Z 110 N � u•� - lS•D 9 / GLASS TYPE 'GIL' SILICONE DOWSIL 995 5/8" OVERALL THK. C-EXTRUDED ALUMINUM SLATS F \ f lSll i--i lfD / 4 ALUMINUM SLATSSLATS / LIMITATIONS: • • • • • • MP $ ATS Wj, WIDTH = 44-1/2" • • • • • MP F AMF• HEIGHT = 120 INCHES 38-1 /2" 65.E 75.E 80.E 130.E 0 • • • • •M . D SIGJ{ LOAD = ±80.0 PSF 'rq 2 5/8" • • • • • • • NO:IP:ROVED JOR 39" 114-3/4" 65.E 75.E 80.E 130.E � 4=---- • • • • • • • 44-1/2" 65.E 75.E 80.E 100.E • • • • • • • • UNjEC1i2EC•.i+MB 'J 1' AND MULLION 'M1 50-1/2" - - 70.0 70.E FOR MULLION 'M2' ONLY 56-1/2" �- 70.0 70.E LIMIT MAX. EXT. LOAD TO +74.8 PSF ••• ••• ••• ••• • • • • • • • • • NOTE: • • • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS). c> O o n I I , I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SILICONE OOWSIL 995 DOWSIL 791 1/a" HEAT STREN'D GLASS .090" Inlerloyer 1� SentryClas By Kura roy America, Inc.' STREN'D GLASS GLASS TYPE 'G2L' SILICONE DOWSIL 995 1/4" HEAT STREN'D GLASS .090" Interloyer SentryGlos By 'Kuraroy Americo, Inc.' 1/4" HEAT STREN'D GLASS 3/8" AIR SPACE 1/4" TEMP. GLASS � w z m \ 10 CARDINAL XL o a \ 9 EDGE SPACER GLASS TYPE 'G21T ST. STEEL GLAZING OPTIONS U g o w 4 \)1)111111///jy O PRODUCT REVISED as complying with the Florida Building Code �,•')}GENg�c''• _ a NOA-No. 20-0828.03 m Ex !rat Data: I2/20/2022 No. 81223 ey: GLfuct� � • � . ti� _ a � V Mlam Dade ProducYCo trot Qj ` ®•'• S T (tp\� draWingo no. F1M? �. •.,LOR10•,.• JAMB & MULLION LOAD CAPACITY - PSF JAMBS & MULLIONS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WIDTH (W) FRAME HDGHi JAMB 'J I' MULL 'MI' EXT.(+)TINT.(-) JAMB 'J2' MULL 'M2' E%T.(+)IINT.(-) JAMB 'J2' MULL 'MW E%T.(+)IIM.(-) MULL 'MC' E%T.(+) iNT.(-) 30" 36" 42' 48' 54" 60" B4 80.0 100.0 80.0 100.0 80.0 130,0 80.0 120.0 80.0 100.0 80.E 100.E 80.E 130.0 80.0 120.0 B0.0 100.E 80.0 100E 80.0 130.0 80.0 120.0 90.E 100.E 80.E 100.E 80.E I 130.0 80.E 120.E 80.0 100.0 80.E 100.0 80.0 1130.0 BOO 1200 80.0 100.E 80.E 100.0 80.E 1 00.0 80.E 120,E 30" 36" 42' 48' 54" 60" 90' 80.0 100.0 80.0 100,0 80.0 130.0 80.0 120.0 a0.0 100.0 80.E 100.0 80.0 130.0 80.0 120.0 80.0 100.0 80.0 100.0 80.0 1130.0 80.0 120.0 80.0 100.0 80.0 100.0 800 130.0 80.0 120.0 80.0 97.7 80.0 100.0 80.E 130.0 80.0 I20.0 80.E 190.8 a0.0 100.E 80.E 130.0 80.0 1120.0 30" 36" 42' 4E' 54' 60' 96" 80.E 100.0 80.E 100.0 80.0 730.0 80.0 120.0 80.E 100.E 80.E 100.E 80.E 130.E 90.E 120.E 80.0 80.E 100.E 92.1 80.E 80.0 100.E 100.0 80.E 80.E 1}0.0 130.0 80.0 80.0 120.0 120.0 80.0 83.9 80.E 100.0 80.0 130.0 80.E 1120.0 77.7 I 77.7 80.0 100.0 80.0 1130.0 80.0 1120.E 30" 36' 42' 48' 54' 56' 60' 102" 80.0 100.E 90.E 100.E 80.E 130.E B0.0 120.0 80.E 100.E 80.0 100,0 60.E 130.E 80.0 120.0 800 90.1 80.E t00.0 80.0 130.0 80.0 120E 80.E 80.2 90.E 100.E 80.E 130.E 80.E 120.E 72.9 7z.9 80.E 100.E 80.0 130.0 B0,0 120.E 70.8 70.8 9D.O 100 0 80.0 ( 130.0 80.0 120.0 T 600 129.0 80.0 120.0 30' 36" 42" 48" 53" 54" 56" 60' 108" 60 0 100.E 80.0 100.0 80.0 130.0 80.0 120.0 900 91.} 80.E 1 100.0 80.0 130.0 80.0 120.0 79,3 79.3 80.E 100,0 80.E 130.0 50.0 1120.0 70.5 70.5 80.07 100.E 80.E 130.E B0.0 120.E fi4.8 64.8 80.E 99.5 80.E 125.3 80.0 1120.0 - - - - 80.0 80.E 80.0 1 33.4 1120.E 113.4 80.0 80.E 120.E 120.0 MI. 36" 42" 48" 50" 54' 60" 114" 80.0 96.4 800 100.0 80.0 100.0 80.0 1120.0 80.0 I 81.1 80.0 100.0 80.0 t00.0 80,0 1200. 70.4 ( 70.4 80.0 100,0 80.E 100E 80.0 1200. 62.4 62.4 80.0 95.6 80.0 100.0 80.0 120.0 60.3 60.3 B0.0 - 92.1 - 80.0 B0.0 80.E 100.0 80.0 90.E 80.0 80-.E - 120.0 7 12-0.0 I - 30' 36' 42" 48' 51-7/8' 54" 60' 120' 80.0 82.4 80.E 100.0 80.0 1100,0 80.0 120.0 69,5 19.5 80.0 100.0 80.0 1100.0 80.0 120.0 60.3 60.3 80.E 96.E 80.0 1100.0 80.0 120.0 53.6 53.6 80.0 - - - 85,1 - 80.0 80.0 80.0 1-8-0 0 100.0 80.0 80.0 1 80.0 80.0 80.0 120.0 120.0 - 30" 36" 42' 126" - - 80.E 80.0 - I - - - 80.0 80.0 - 80.0 80.0 - 30" 36' 42" 132" - - - 800 80.E - - - 90.E 90.E I - 80.E l .0 _ p. WI e W2 W3 WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) = W2 + W3 AT FRAME MULLION 2 1A IA SA SA i REINFORCING REDD. AT -UNSECURED JAMBS ONLY SEE CHART FOR CAPACITY 6 5A 1 SA 1 UNSECURED JAMB 'J1' UNSECURED JAMB 'J2' Ix IN'"4 S% IN"3 1% IN"1 SX IN�3 6.5984 2.558E 10.7054 4.T502 6 6 6A to - ---- 2A 1A 2A 1A 2A j 6 6 6A 2 1 2 2 7 / MULLION 'MI' MULLION 'M2' MULLION 'MT V MULLION 'MC' u m u rclu w Ix IN'"4 SX IN�3 IX IN-4 5X IN - Ix IN-. SX IN" 3 IX IN�4 S% IN�J 6.7306 2.6093 10.8371, 4.2014 ALUMINUM 10.8}76 4.2014 12.5914 5.005 ^ ° STEEL 2.00E 1.000E 0 0 _ g g • • • • • • • • • • • • TOTAL In ALUM h 6 61L X 2,9 16.6376 0 o % o • • • • • • • • • PRODUCTREVISED---� • • • • • • • see • as13uco ng iyongwith the Florida e 11F1�1811J7 see • • • • • • • • • • NOA-No. 20-0828.03 / \``z��........... �� ®".•' UCENSF n Expiration Date: 2/21 0/2022 �P.• m ' \ By, G�GYGGCG_K/JC�� _: _ No. • • • • • • • e • • • • • • • • : • • e Miam, Qade Produr;,t'Co dol • • • • • • • • • • • e • • :so i c� ! ,� r J..� 1 %��'6�'•, ST T 7�� drawingsee �W09-42 Or 0:0 . . . . . . . . . . . .. .. . . . .. .. JAMB k MULLION LOAD CAPACITY - PSF JAMBS @ MUWONS WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'JI MULL 'MI' JAMB 'J2' MULL 'M2' IAMB 'J2' MULL 'MW MULL 'MC' WIDTH (W) FRAME HEIGHT EXT.(+) INT,(-) E%T.(+)jINT.(-) EXT.(+) INT.(-) EXT.(+),INT.(-) 30 36' 42" 48' 54' 60. 84" 80.0 100.0 80.0 1 100.0 80.0 130.0 80.0 1 120.0 80.0 100,0 BO.O 100.0 80.0 130.0 80.0 1 120.0 80.0 100.0 80.0 100.0 80.0 130.0 80.0 120.0 80.0 100.0 80.0 100.0 80.0 130.0 80.0 120.0 80.0 99.6 80.0 1100.0 80.0 130.0 80.0 120.0 80.0 89.7 80.0 100.0 80.0 130.0 80.0 120.0 30' 36" 42" 48' 54" 60" 90' 80.0 80.0 80.0 80.0 100.0 100.0 100.0 97.0 80.0 80.0 80.0 B0.0 100.0 100.0 100.0 100.0 80.0 80.0 80.0 80.0 130.0 130.0 130.0 130.0 80.0 80.0 80.0 80.0 120.0 120.0 120.0 120.0 80.0 86.2 80.0 1100.0 80.0 130.0 80.0 120.0 77.6 77.6 80.0 100,0 80.0 1130.0 80.0 120.0 30' 36' 42" 48. 54' 60' 96' 80.0 100.O 80.0 100.0 80.0 130.0 80.0 120.0 B0.0 100.0 80.0 100.0 80.0 130.0 80.0 120.0 80.0 96.7 80.0 100.0 BDO 1}0.0 80.0 120.0 80.0 84.6 80.0 100.0 B0.0 1}0.0 80.0 120.0 75.2 75.2 80.0 100.0 80.0 1}0.0 80.0 120.0 67.7 67.7 80.0 100.0 80.0 129.1 80.0 120.0 30" 36' 42' 48" 54" 56' 60" 102" 80.0 100.0 80.0 100.0 80.0 130.0 80.0 120.0 80.0 99.3 80.0 100.0 80,0 130.0 80.0 120.0 80.0 85.1 80.0 100.0 80.0 13aO 80.0 120.0 74.5 74.5 80.0 100.0 80.0 1}0.0 80.0 120.0 66.2 66.2 80.0 100,0 B0.0 1127.1 80.0 120.0 63.8 63.8 80.0 981 80.0 122.5 80.0 120.0 - 80.0 114.} 80.0 120.0 30" 36' 42' 48' 53' 54 56" 60' t08" 80.0 100.0 80.0 100.0 80.0 130.0 80.0 120.0 80.0 88.0 B0.0 1p0,0 80.0 130.0 80.0 120.0 75.4 75.4 .0,0 100.0 00.0 130.0 80.0 120.0 66.0 1 66.0 80.0 100.0 80.0 127.5 B0.0 120.0 59.8 1 59.8 80.0 I 91.7 80.0 115.5 80.0 120.0 - - 80.0 114.0 120.0 -�--r!-- -{--_ - 80,0 113.3 _80.0 80.0 120.0 -- - - --T- - i - 80.0 102.0 - 30' 36" 42" 48" 50" 54" 60' 114' 80.0 94.0 80.0 1000 B0.fl:-0), 80.0 If 120.0 78.3 7B,3 80,0 100_0 B080.0 120.0 67.1 67.1 80.0 1100.0 B0.80.0 IT0.0 58.7 50.7 80.0 90.1 80.80.0 1T0.0 56.4 56.4 80.0 86.5 80.80.0 120.0 - - -- 80.80.0 120.0 - BO. - 30" 36" 42 48" 51-7/8' 54 60" 120' BOB B0.6 80.0 100.0 80.0 1 100.0 80.0 120.0 67.1 67.1 80.0 100.0 80.0 100.0 80.0 1200. S7.5 57.5 80.0 92.2 80.0 1.0.0 80.0 120.0 50.4 50.4 BOA 80.7 80.0 100.0 80.0 120.0 - 80.0 100.0 80.0 120.0 - - - - 80.0 80.0 - 80.0 80.0 36' 42' 48 54" 60' 126' 80.0 4 80.0 - - - - 80.0 80.0 - - _ �� 80.0 80,0 80.0 80.0 - - - - - - 80.0 80.0 - - - �1 74.9 1 74.9 42' 48 54' 60' 132" - _�-____- - - 80.0 80.0 80.0 80.0 80.0 80.0 - - -_ - - . 85. 7 7575.9 75.9 - --T}---- 68.3 1 68.3 INTERMEDIATE `HORIZONTALS S U 2 W1 INTERMEDIATE C HORI ZONTALS i W1 1 W2 1 W3 WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) = W2 + W3 AT FRAME MULLION 2 6 A 1A SA SA 1. REINFORCING REOD. AT /UNSECURED JAMBS ONLY SEE CHART FOR CAPACITY 6 SA 1 5A 1 UNSECURED JAMB '71' UNSECURED JAMB 'J2' Ix IN�t S% IN" 3 1% IN"4 SX IN 3 6.598a 2.5580 10.7054 4.1502 6 4 - 6 6A IA 2A lA 2A to 2A I 6 6 1 ---- 2 11 2 1 2 MULLION 'MI' Ix IN�4 Sx IN" 3 6.7306 2.6093 •• ••• • • • • • •• • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION 'M2' MULLION 'M3' Ix IN-4 Sx IN�3I Ix IN-4 lSx IN-3 10.B376 4.2014 ALUMINUM 10.8376 4.2014 STEEL 2.000 1.0000 TOTAL 16.6376� I. ALUM+I. SR%1.9 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0828.03 Ez •ration Date: 2/20/2022 By: Miam fade Produet'Coptrol C: i iJ I N-4SIN-3 91 5.005 Whoa drewmg no. W09-42 MULLION LOAD CAPACITY - PSP MU MULLION LOAD CAPACITY - NSF' MULLIONS WITH INTERMEDIATE HORIZONTALS NOMINAI, DIMS. MULL 'N4' WIDTH (W) FRAME HEIGHT EXT.(+)IIM.(-) 30' 70.0 70.0 36' 70.0 1::70 .0 42" 132" 70.0 .0 48' 70.0 70.0 54' 70.0 � 70.0 60" 70.0 70.0 30' 70.0 � 70.0 36 70.0 70.0 42' 144' 70.0 70.0 48' 70,0 70.0 54 fi6.6 66.6 60' 60.0 60.0 30' 70.0 70.0 36' 70.0 70.0 42' 150' 70.0 70.0 66.3 66.7 48' 54' S8.9 58.9 60' S3.0 53.0 30' 70.0 � 70,0 36' 70.0 70.0 42" 156" 67A 67.4 48' S8.9 58.9 54' S2.4 52.4 60" 47.2 47.2 INTERMEDIATE L� V u HORIZONTALS 1® I m m 3 m i Z ... S O Z h E w N 0 _ F -� .i< Q N Vf OW W1 I N a W W % O LL O U N r WI INTERMEDIATE V =P HORIZONTALS a t0 0 (J -- O a p ap M i Oat¢ 0Np o Qw�w6 w n o 2 n = J z Q W T f W1 I W2 W3 J .,. WIDTH (W) = W1 AT FRAME JAMB W, W2 Ij W3 I g J m W2 + W3 WIDTH (W) = 2 > V) ^ AT FRAME MULLION WIDTH (W) - W7 �' 2 R AT FRAME JAMB ¢ r a 3 w WIDTH (W) = W2 + W3 3 } AT FRAME MULLION 2 z 11- O o 60 00 6C o 3 3 z� o 2 w O v W n W co m r� MULLION 'M4' Ix IN 4 $x IN 3 ALUMINUM 5.377712.6093 STEEL___ 4.209 2.324 TOTAL - 17.584 I. ALUM + I. STL N 2.91 C N • • • • • • • • • • • `` 11111�11 • • • • • • • • • PRODUCT REVISED AAI /A7 • • • • • • • • • • • ♦ as comp)ying with the Florida �� (�.•.. AL� ii o Building Code NOA-No. 20-0828.03 ��' A�O_7tsF' •, n Ex iration Date'212012022 • • - No. St 23 ••• ••• ••• ••• • • ey: GLf =T i = - - • • • • • • • Miam Dade Product'Controi --0 - •• • • • • • -T -.T �Q S O � (^drawing no. • see • • • • L -J �'�`'•.^CORIO?.•' �U`�� \ 09O 42 �77 7 i uj9�'1 A sheet 4.1of 12, L1. L ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR LOAD CAPACITY - PSP EXT.(+) & INT.(-) ANCHOR LOAD CAPACITY - PSF El(T.(+) & INT.(-) NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' & 'C' NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS T}'pF. 'B' & 'C' WIDTH (W) FRAME HEIGHT A2 � A3 A9 82/C2 B3/CO Dp/C4 w10TH (W) FRAME HEIGHT A2 A3 A4 B2/C2 � B3/C:1 64/C4 30" 36" 42" 54" 60" 84 123.0 102.5 87.8 68.3 61.5 130.0 � 130.-0--h1 130.0 � 102.5 92.2 730.0 130.0 130.0 130.0 123.0 130.0 130.0 112.3 87.4 7B.6 130.0 130.0 130.0 130.0 117.9 130.0_ i 30.0 130.0 130.0 130.0 3p" 36" 42" 54 60" 132" 78.3 65.2 I 55.9 415 117.4 97.8 83.8 65.2 130.0 130.0 111.8 86.9 100.1 83.4 77.5 55 6 130,0 125.1 707.2 83.8 130.0 130.0 130.0 ; 25.2 39.1 58.7 78.3 50.0 75.1 100.1 30" 3g" q2" pg" 54" 60" 90 11 a.8 130.0 130.0 130.0 730.0 130.0 30" 36" 42" 48" 54" 60" t44" 70.0 70.0 70.0 70.0 70.0 70.0 95.6 82.0 � 71.7 63.8 57,a 130.0 123.0 107.6 95.6 86.1 130.0 130.0 130.0 127.5 114.8 122.3 104.8 91,7 81.5 73.a 130.0 130.0 130.0 122.3 110.1 � 130.0 130.0 130.0 130.0 130.0 59.8 70.0 70.0 70.0 70.0 70.0 51.2 � 44,8 39.9 35.9 70.0 67.3 59.8 53.8 70.0 � 70.0 70.0 1 70.0 65.5 57.3 51.0 45.9 70.0 70.0 70.0 � 68.8 70.0 70.0 70.0 70.0 3p" 36" qp" 4g" 54" 60" 96" 107.6 130.0 � 130.0 130.0 � t30.0 130.0 30" 36" 42" 48" 54' 60" 150" 6B.9 70.0 70.0 70.0 70.0 70.0 89.7 76.9 67.3 I 59.8 1 130.0 115.3 100.9 89.7 130.0 130.0 130.0 119.6 174.7 I 98.3 86.0 76.4 130.0 130.0 129.0 114.7 130.0 130.0 730.0 130.0 57.4 1 70.0 70.0 70.0 70.0 70.0 49,2 70.0 � 70.0 62.9 70.0 70.0 43.0 64.6 70.0 55.0 70.0 70.0 38.3 57.4 70.0 48.9 70.0 � 70.0 53.8 80.7 � 107.6 68.8 103.2 � 130.0 34,4 51.6 � 68.9 44.0 66.0 � 70.0 30" 36" 42" 48" gq" 60" 102" 101.3 130.0 � 130.0 129.5 130.0 130.0 30" 36" 42" 48" 5p" 60" 156" 66.2 _l 70.0� 70,0 70.0 70.0 70.0 { 84.4 126.6 130.0 107.9 130.0 130.0 55.2 70.0 70.0 70.0 70.0 70.0 72.3 63.3 } 56.3 50.6 108.5 94.9 84.4 76.0 730.0 126.6 112.5 101.3 92.5 I 80.9 71.9 64.8 130.0 I 127.4 107.9 97.1 130.0 130.0 730.0 729.5 47.3 ai.4 � 70.0 � 62.1 J0.0 7001 60.5 52.9 70.0 70.0 � 70.0 � 70.0 36.8 33.7 55.2 49.7 7 6 47.0 42.3 70.0 63.5 70.0 70.0 3p" 36" 42" 48" 54" 60" 108" 95.6 130.0 � 130.0 722.3 130.0 130.0 4' FFF000--- i 3„ _y 4_�;"-- F�- 3�� I} - 3_�y _y 3-q��-..- 3" ��w 3„ • • 000 • • • • i • • A2. B2. C� �Aa •P��C3� � � • • A4 • • • • • • • • • • • • • • • • • • • • • • • ANCHORS TYPBS: SEE SHEET 6 FOR DESCRIPTION - N M 79.7 119.6 130.0 101.9 130.0 � 130.0 68.3 1025 130.0 87,4 � 130.0 130.0 59.8 89.7 I 119.6 76.4 114.7 130.0 53.1 79.7 47.8 71.J � 95.6 67.2 � 91.7 � 122.3 3p" 36" 42" ag" 54" 60" 36" 42" p8"53.880.7107.668.8103.2130.054"4J,871,79566L291.7122.3 60" I 114" 90.6 75.5 64.7 130.0 113.3 97.1 130.0 130.0 129.4 115.9 96.6 82.8 130.0 124.2 130.0 130.0 56.6 84.9 17133 . 72.4 108.6 730.0 50.3 75.5 100.7 64.4 � 96.6 128.7 45.3 86.7 68.0 � 90.6 57.9 86.9 115.9 61.5 707.6 92.2 130.0 123.0 91L71 78.6 30.0 113107.(9) 1 V.9 130 0 130.0 �63_IL3�� 43.0 64.6 86.7 55.0 B2.6 110.1 30" 36" 42" qg" 5q' 60" � 82.0 123.0 130.0 104.8 130.0 130.0 68.3 t02.5 130.0 87.a 730.0 t30.0 58.6 87.8 117.1 74.9 112.3 130.0 57.2 76.9 102.5 65.5 98.3 130.0 45.5 I 6B.3 91.7 58.2 87.q 716.5 41.0 � 61.5 82.0 52.4 78.6 104.8 INTERMEDIATE HORIZONTALS "" N OPTIONAL FIXED LITES m - m � m O Mw - -�_-_ _____ __ F W O Q� � a `• m ;n,P %i3h .,.. O OJ o �, n W N 4 a W W x Q O r 3 0 In Wl I W1 W2 I W3 �i O yj N cr In 0 Oa�o� WIDTH (W) = W7 .6 EE AT FRAME JAMB Q W Z, O N W N _ o WIDTH (W) = W2 + W3 IL z o £ AT FRAME MULLION 2 J 2 0 Q w Q W� g rn w J m i V N Wv 3 I a S} V) N� z_ _ 3 � r 7 N 00 O m O 3 Z W o w 00 Q N J w v W 00 3" O G G 0a u U o 1 130.0 L20- 3„ ��L3 oa NOTE: USE SEAR CLIP UW-403 AT ANCHOR LOCATIONS OF SUFFICIENT LENGTH TO COVER ALL ANCHOR SPACINGS c a, 0 0 o V PRODUCT REVISED }}1{1111I1{{I� o as eomplyIng with the Florida \�� j� Building Code NOn No. 20-0828.03 ��•' �1GENSF'••, A2 (2) ANCHORS TYPE A AT EACH SIDE OF JAMB AND MULLION Exp�i-r!a't�ion Date: 2/20/2022 _ No 89223 B2 = (2) ANCHORS TYPE 'B' Pj �pCH •5�CI� OF JAMB �tdD MILLION By. C2 = (2) AN�ITOM TrEE 'C' A" CH SIDS OF JAMB MID •AUl•ION - 0 • • • • Mlam, Qade Product'Co trot A3 = (3) ANCHORS tYPE 'A' AT :ACH •SIDE OF•JAMB•AND ♦1UL�ION .• B3 = (3) AN! HORS' TYPE d' AT f (�H •SIDF• OF JAMS AND •AUL•ION Cyr ; ,,J � ®�'•, S T F drawing no. C3 3 AM .FORS PE 'C' AT ACH SIDE OF JAI"AND MULLION 'O<ORID?'. •'� \ � -42 A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION ,7JJA� 111110 }� sheet 5 of 1� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR MULLION LOAD CAPACITY NOMINAf. DIMS. ALUMINUM REINF. ALU 1f.+STEEL REINF. WIDTH (W) FRAME HEIGHT E%T.(+) INT.(-) INT.(-) 36 42 a8" 5a' 60" 84" 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 36' q2' 40" Sa" 60" 90" 70.0 00.0 70.0 � 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 36' q2" 48" 54" 60" 96" 70.0 � B0.0 70.0 80.0 70.0 00.0 70.0 80.0 70.0 80.0 70.0 00.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 36" a2' 40' Sq" 5g" 102" 70.0 80.0 70.0 80.0 70.0 80,0 70.0 80.0 70.0 00.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 00.0 70.0 � 80.0 36" 42" a8' 5q' 55" 708" 70.0 80.0 70.0 B0.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 t� I 80.0 70.0 80.0 70.0 80.0 36" q2" aB" 52" 174" 70.0 80.0 70.0 80.0 70.0 70.0 70.0 80.0 80.0 80.0 70.0 70.0 70.0 � 00.0 80.0 80.0 36" q2' qg' qg" 120" 70.0 � 00.0 70.0 � 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 B0.0 70.0 80.0 36" 42" q7" 126" 70.0 80.0 70.0 � 80.0 70.0 80.0 70.0 � 80.0 70.0 � 75.0 70.0 80.0 36" 42" q5" 132" 70.0 80.0 70.0 80.0 70.0 7J.0 70.0 80.0 68.7 � 6g.1 70.0 � 80.0 HEAD ANCHORS 4� AT 3" O.C. (6) TYPE 'A' INTO OR THRU WOOD BUCK W - (5) TYPE 'A' DIRECTLY INTO CONC. m (5) TYPE 'B' INTO OR THRU WOOD BUCK Z m m 3 (4) TYPE -6' DIRECTLY INTO CONC. h m (4) TYPE 'C' INTO METAL w 10 O ECO WDW. SYS. Q f 2 N ENTRANCE DOORS C In SEE SEPARATE NOA w N `- M ECO WOW. SYS. --- a w w a rENTRANCE DOORS SEE SEPARATE NOA - I'� C j v�j N �O;m liE====� ' �_____-------�----___- a a s c n I. W II n s II i. = dI�) 4 a II r Qwmi r ,� I 'i' w I IIA C ¢ II \ II ¢ II II II 4 II \ tl _ v riL-z::Fft4= =___� rri;-; � � w2 wt �w .i w2 9 wz wl FW- I- a -" SILL ANCHORS } AT 3" O.C. W1 + W2 W1 W2 W1 + W2 0 I-�o WIDTH (W) = WIDTH (W) _ - + - WIDTH (W) _ (5) TY E 'A' OR 'B' z U770 2 2 4 2 DIRECTLY INTO CONC. 3 3 L M N g OM N J� o 00 Q J o 3 m o Z 0 V O N J w U C) �w N Woo O s N $ u O U 12 12 6A c u - E _ _ _ N 2 11 2 11 • • • • • • • • • •� O - o o • • • • • • • • • O w u • •• • • • • ••• •• PRODUCT REVISED AY�ttnlnl/// • • • • • • • • • • • • • • • • Buildinas complying Codewith the Florida ``\��• ...... /i,, / $ NOA-No. 20-0828.03 ��.•'\CEN;S�F9 DOOR MUWON DOOR MUWON Ex Iratlon 2/C_7 _� ALUMINUM REINF . ALUM +STEEL REINF No. 223 _ 0 a S Ix IN'"4 S% IN 3 Ix IN-4 Sx IN-3 • • • • u - o n v • • • • • • Miami-pade Produi t'C"trol `� •, 1 7.36297 4.5263 ALUMINUM 111.3629 4.5263 • • • • �� STEEI. 2.0. 1.000 • • • • • • • • • • • • i-•-•--__ • r .°�� F dyy� drawlnq n0. TOuule 4 u sa z z.e 117.16291 • • • • • • • • • �„ a .. ) ),.� % '••.'O<OR10 ,.•' �^\ ` W�9-L}•`Z • • I D(TOR MULLION //7f111f117�� sheet 6 of�2 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR MULLION LOAD CAPACITY - PSF ALUMINUM NOMINAL DIMS. REINF. WIDTH (WI)M30 fAAAIE HEIGHT DOOR HEIGM Exi.(r) INT.(- INCHESINCHES INCHES 70.0 BOLO 70.0 80.0 108 10.0 _80.0 70.0 80.0 70.0 80.0 70.0 00.0 70.0 80.0 36 70.0 E0.0 42 114 BOLO 48 77.E 54 �O. 74.2 56 7J.0 30 70.0 E0.0 36 70.0 75,6 85-3/4 42 120 84 10.0 72.1 41368.E 53 fi6.0 66.0 JO 70.0 70.: 36 66.5 166.: 42 126 63.0 63.0 48 59.8 59.E 51 55.3 58.2 � fiO.0 �3060.0 58.6 Sfi.t53.7 53.;51.0 SIX 30 60.0 SOX 36 SOLO 60.( 42 108 60.0 60.( 48 60.0 60.1 54 SOLO SOLI 59 POLO 60.1 30 60.0 60.1 36 60.0 SOLI 42 60.0 60.1 48 114 SOLO SOLI 54 SOLO 80.1 56 SOLO 1 60.1 30 600 80.i 36 60.0 60: 85-3/4 42 120 90 SOLO 60.E 4S 0011 53 6 30 60.0 60. 36 60.0 160. 42 126 60.0 160. 48 60.0 ERE 60. 51 30 60.0 So. 36 58.6 58. 42 1J2 55.4 55. DOOR MULLION LOAD CAPACITY - PSF NOMINAL. DIMS. ALUMINUM REINF. ALUM.+STEEL REINF. WIDTH (WI) INCHES MOTH (w2) INCHES rRAME HEIGHT INCHES DOOR HEIGHT INCHES E%i.(+) INT,(-) EXi.(+) 85-3/4 30 36 I OB 96 60.0 60.0 60.0 60.0 60.0 60.0 70A 70.0 70 0 BOLO BOLO 80 0 42 48 60.0 60.0 70.0 80.0 54 59 60.0 60.0 70.0 50.0 60.0 60.0 70.0 80.0 30 111 120 126 60.0 60.0 70.0 80.0 36 42 60.0 60.0 60.0 60.0 70.0 70.0 80.0 800 48 54 60.0 60.0 60D 60.0 70.a 70.0 80,0 80.0 56 30 60.0 60.0 60.0 60.0 70.0 70.0 80.0 80.0 36 42 60.0 60.0 60.0 60.0 70.0 70.0 80.0 80.0 48 60.0 60.0 70.0 BOLO 53 30 60.0 60.0 60.0 60.0 70a 70.0 BOLO 80.0 36 42 60.0 1 60.0 70.0 80.0 60.0 60.0 60.0 60.0 70.0 70.0 BOLO 76.0 48 51 60.0 60.0 60.0 60.0 70.0 70_0 74.2 79.1 30 36 132 60.0 57.6 60.0 57.6 700 70.0 74.9 71.1 42 4E 54.5 54.5 67.7 67.7 85-3/4 30 LOB 102 60.0 SOLO 60.0 60.0 70.0 70.0 80.0 80-0 36 42 SOLO SOLO 70.0 BOLO 48 60.0 60.0 70.0 80.0 54 59 60.0 60.0 70.0 80.0 60.0 SOLO 60.0 SOLO 70a - 80.0 80.0 30 36 4 120 60.0 60.0 60.0 60.0 70.0 70.0 80.0 80.0 42 48 SOLO 60.0 E0.0 60,0 70.0 70.0 BOLO 80,0 54 56 30 60.0 60.0 70.0 80.0 60.0 160.0 70.0 I80.0 36 42 60,0 SOLO 70.0 80.0 SOLO BOLO 70.0 BOLO 48 53 SOLO 600 160.0 60.0 70_0 70.0 BOLO BOLO 30 lTfi 60.0 60.0 1 70.0 80.0 36 60.0 60.0 60.0 60.0 70.0 70.0 80.0 80.0 42 48 51 60.0 60.0 70.0 79.1 60.0 SOLO 70.0 77.1 DOOR MULLION LOAD CAPACITY - PSF ALUMINUM NOMINAL. DINS. I HEI,NF. 108 am �o 5U 1 cU.0 /U.0 160.0 = 42 BOLO 60.0 70.0 E0.0 05-3/a 120 708 48 60.0 60.0 70.0 aL WE 4B 132 I 159.5 59.S 17C.0 1 72.6 f12 12 6A C - 2 11 2 DOOR MULLION p00R MULLION ALUMINUM REINF ALUM,+STEEL REINF. Ix IN�4 Sx IN-3 IX IN�4 SX IN"J 11.3629 4.5263 ALUMINUAI 11.3629 4.5263 STEEL 12.000 1 1.000 TOTAL 117.I629 Ir ALUM � Ir Sil % 2.9 HEAD ANCHORS AT 3" O.C. (8) TYPE 'A' INTO OR THRU WOOD BUCK (6) TYPE 'A' DIRECTLY INTO CONC. (7) TYPE 'B' INTO OR THRU WOOD BUCK 'B 0 a a+ 3 Z m (6) TYPE DIRECTLY INTO CONC. 'C' O H (6) TYPE INTO METAL Z tv W � ECD WOW Q N ENTRANCE DOORS CL Q In SEE SEPARATE NOA O w N N x ----- IL i O U N n I V W 1 ___--____ _- > M o II /I1111\ I U1II II O Q y O tl / \ �I / I II \ �• R Z J N / ii ii \ Ali \II LL W a o �I 0 11 J t71QD Q .i IiZIn I Off h 10 1 U O1 J V 11 J m (n /AT of L ANCHORSCD 3" O.C. (5) TYPE 'A' OR 'B' 3 t n m O O _1 DIRECTLY INTO CONC. 0 6 Z J m u- a0 3ZWo W 0 vJ w U W J N W Doi 1. 30 SOLO SOLO 19.9 0 0 (Q0� • • • • • • • �a �: 'o olWlal� 36 SOLO 80. 0.0 77.5 • • • • • • • J 42 60.0 60.C• 0.0 73.5 • • ! • • • • c 48 I32 56.9 56.9 69�- •, • • • ••• • PRODUCT REVISED A(1111111177j - • + • • • • • as complying with the Florida `NAA t FA/,s /77 • t • • • • • • • • • • Building ode NOA-No. 20-0828.03 AAG,ENS& Ex iration Date_ 2/ G�GI-L,GZat w. No. g 3 �. • • • • • • • MlemFpado Product'Oontrol =.0 : _ � N u drawinno. • • • •l'DOdR,W099 42 sheet 7 of12) ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• 0 • 18Y TYPICAL ANCHORS 25 Or 0:0 • • • • • • • • • • • •• •• ••• •• ••• •• WOOD BUCKS AND METAL STRUCTURE NOT BY 'ECO WINDOWS' o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a AND TRANSFER THEM TO THE BUILDING STRUCTURE. m Z m i TYPICAL ANCHORS: SEE ELEV. FOR SPACING O r n F: W a� TYPE A —. af N V I 1/4' DIA ULTRACON+ BY 'DEWALT' (F-164 KSI, Fy-148 KSI) W N: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) O L THRU 1BY BUCKS INTO CONC. OR BLOCKS r 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) G > m 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) O a o Q o DIRECTLY INTO CONCRETE OR BLOCKS 0 .3 E J 1-5/8" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) C ¢ Ln N 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) Z y LL o ANCHOR EDGE DISTANCES z m INTO CONCRETE AND MASONRY = 2-1/2" MIN. Q w m i r 1 �INTO WOOD STRUCTURE_ 1" MIN. — — — _ _ 0 � U $ 5/16" CIA, ULTRACON BY 'DEWALT' (F-177 KSI, Fy®155 KSI) INTO WOOD STRUCTURES w m 1-7/8" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) N :2 R THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS J W 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 3g cr. DIRECTLY INTO CONCRETE OR BLOCKS 1-5/8" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 tr7 °i 1N 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) 0O 0 ANCHOR EDGE DISTANCES o Z 3 L` 3 zr INTO CONCRETE AND MASONRY = 3-1/8" MIN. w o L� — — — — INTO WOOD STRUCTURE= 1-1/4" MIN. w C) N -I wU �w n W Ln f ttPE-C- — co o #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR G INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) o s W STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) n W3 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ` n a u o ANCHOR EDGE DISTANCES INTO METAL STRUCTURE= 1/2" MIN — — — — c m WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 4 0 = o CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. o g o C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. B °c " PRODUCT REVISED \\`1111111IITT ri ' O as complying with the Florida �� 0. F�i16� Building Code \N ��!. • '•• �i ,A NOA-No. 20-0828.03 1,10ENSF' _ Ex Irat N lon Date: 12I20/2022 - o. 69223 By: Miami-pade Product'Co trot � � •• C,yT %JLJ 6 . 0 drawln 9 no. J ' ®•. QSi� 9 1 rCOR10A\� W09-421 1 BY TYPICAL ANCHORS °' Y TYPICAL ANCHORS 0 WOOD BUCKS SEE ELEV. EE ELEV. � N EDGE DIST. FOR SPACING m / FOR SPACING 0 .;� i Z • - �d / Z Z EDGG DIST. O Z n N m i a a Q z i n 0 a —� 0 0 1 O W N W A l zr'll i ALTERNATE t f N 7A rn O a 0 0 m 0�O&a a a N N O N J J Q W 3 w 14 I 14 LL Z N • 0 n 1 DECORATIVE PANEL (OPTIONAL) J 0 m ONEQ u a a I ON JH ORBOTHSIDES H32) Q ly p1 f r o ° — ADHERED TO SLATS WITH SILICONE O 1I N U m B J I�I 16 J I � u I I 1A � 4 o N'n = a = ALTERNATE W W a Z00 m E- N o0 3 3 m }} o U �Ln w W N: O la 14 u s 0 6 0 J 3 a c m 0 0 _ •_• • • • • • • V' • • •• • • A 0 • • • • N C u r a T • • aka • • • PRODUCT REVISED / M N •. • 'a as complying with the Florida C 1 C • • • • • • • • • • • • Building Code ALTERNATE • • • • • NOA-No. 20-0828.03 �'� /� ° _ se � N � � '\G=NSF' � o Ex Iration Onto. 2/20/2022 _ 7 r No. 23 —q i r • • •t • • • Mlam, fade ProducYCo trot =.� . v _ M I `11y • I / \•�• TYPOKL ANCh*RS • • • • C�-; drawing 0 S� O. I,• — IU�•TYPICAL ANCHORS METAL • • • • • •-SEE 4Iwo)9-42 LaO • • • v i •'•.;°�ORIDI;. ®�� • EDGE DIST. FOR SPACING SEE ELEV STRUCTURE EDGE DIST] • FOR SIA�CING 000 • i i� •••• �� 9L1`t� Sheet8.1of12 ••• • • • • ••• • • • • • • • • • • Is • ••• • • • ••• • • WOOD MIN & MAX. SEE CHART GAP BELOW WOOD BUCK MIN & MAX. GAP SEE CHART BELOW O MULLION REINFORCING M8 % 3/4` SELF DRILLING SCREWS UNSECURED O AT 7-3/4" FROM ENDS JAMB AS REOD._ E AND 20-7/8" O.C. MAX. SA SEE SHEETS 3 & 4 \ �REOD. AT REINF. JAMB &MULLION FOR CAPACITY \\ 1 II 2 ✓ I +L' ' Ji _ I� II Ifl I��11 �L �I II II JL, ? D.L. OPG. I EXTERIOR JAMB REINFORCING D.L.L. OPG� AS REOD. SEE SHEETS 3 & 4 EXTERIOR FINISHES FOR CAPACITY NOT BY ECO WINDOW SYS. FRAME WIDTH OUNSECURED MULLION REINFORCING JAMB AS RE00. E SEE SHEETS 3 & 4 ALTERNATE ALTERNATE FOR CAPACITY Mr I—w'" It SEE SHEETS 3 & 4 FOR CAPACITY MAX. FRAME HEIGHT UPTO GAPS FOR UNANCHORED JAMBS MIN. MAX. 120" 1/4" 132" 3/8 NOTE: MAX. MOVEMENT CONSIDERED-100R STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. REFER TO SHEETS 4 THRU 7 FOR SELECTION OF MULLION/JAMB WITH REINFORCED & UNREINFORCED FRAMES. MULLION REINFORCING AS REV 1/4" % 1" LONG SEE E FILLET WELDS (E70X% ) RSHEET CaIt FOCAPATY \ / AT 24" O.C. • 2 l� _L i e I > EXTERIOR {' `—DOWSIL 790 DEPTH = 1/4" MIN. MIN & MAX. GAP CHART BELOW FULL LENGTH FOR -p�U1J�NANCHORED JAMBS 31 to EXTERIOR / �. \ c W D.L. OPG. J/// ISILICONE ° n� rc W u ` �a DOWSIL 790 !1W EXTERIOo R FINISHES DEPTH = 1/4" MIN. Nap n NOT BY v w o - ECO WINDOW SYS. MIN & MAX' FRAME WIDTH GAP SEE CHART BELOW c v 0 0 •• ••• • • • • • •• ffA /4" DIA. BOLT ANL•NUT • • • • • • • • C olu T 7-3/4" FROM E}Ds • •• • • • • • PRODUCT REVISED luull/+ ND 20-7/B" O.C. MtX. • • • • • • • • • • as compIyin with the Florida • • • • • • • • • BuildinCode NOA-No.20-0828.03 Expiration Date: 2/20/2022 No.81 23 r o By; ••• ••• ••• ••• • • - T"f= a u Mlaml- ade Product'Co trot ' • Is • • • Is• • • • ( T / J-, i� S T 7.+� drawing no. .. . . .. . . . . • FCORIOA.•' \`�,' WO9-42 ;`�.•. Is �eet 9 of 12 • • • • • • • • • • • • • • • • • • • • • • Is • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U m � o 1/4" MAX. 0 h SHIM SPACE H w 1 0 i O SECURED IL 5 JAMB TYPICAL ANCHORS 5 TYPICAL ANCHORS TYPICAL ANCHORS 0 yJj N SEE ELEV. SEE ELEV. SEE ELEV. a IN K FOR SPACING FOR SPACING FOR SPACING Qi C F LL 0 o U N r 1�4• / 1 1/4" 0 VD' O fn O 0 d O O o In C O Q W ] LL y ►Lz�=O of N N JZA¢U 0 0 Q wmEi o ° 28Y WQOD BUCK OR / W000 STRUCTURES o IY U WOOD BUCK ° J I 1/4" MAX. I/4" MAX. J N SHIM SPACE SHIM SPACE w i W Ld 30 of N o N� z_ O SECURED 0 5,) �a 5 JAMB G 0 00 J ,1 ALTERNATE a Z 3 LL m TYPICAL ANCHORS Z N SEE ELEV. w 0 0 o J FOR SPACING w in W � � C METAL o w STRUCTURES o 0 0 77 SECURED JAMBS - REINF. NOT REDD. ° a v�w�za 1/4" MAX. SHIM SPACE cu o ° •• •.. . • . •. - oat • • • . • . • • •m o o • • PRODUCT REVISED `— • • • • • • • • • • • • • as complying with the Florida • • • • • • • • • Building Code�®.•• • • • • • • • • • • • • NDa-No. 20-0828.03 j®'• • • L\CENSF'• Ex iration Date: 12/20/2022 B ("t�lvf�tf No. 81223 ° ••• ••• • y - - ••• ••• o Y • • • • • •• • NIamF-�ade Product'Co trol •0 • • • • • • • %'d4 •• ' IB�I�I O • • • • • • • • • �_� } _}® S QVj� drawing no. �11 ;iIIIo1\\\ sheet 9.1of 12� ••• • • • • ••• • • • • ••• • •• • • • •• • • • • • • • • ••• • • • •• •• • • U° UNSECURED p� MULLION REINFORCING Ej JAMB MB X 3/4" SELF DRILLING SCREWS AT 7-3/4" FROM ENDS m < p 5A SEE SHEETAS}R&04 FOR CAPACITY //'AND 20-7/6" O.C. MAX. REOD. AT REINF. JAMB & MULLION Z Q Z m w BY WOOD BUCK / 2 F w a o m y j r r DECORATIVE PANEL (OPTIONAL) IL 00 o` ¢ N 0 • 3 1 II ✓1 } 063" THK. ALUM (5052-H32) ON ONE OR BOTH SIDES O w N L . - �� L - ADHERED TO SLATS WITH SILICONE a w w a C=NnLL I'/�� V W ~ • i� � 14 15 16 0 >m D a c ---- - - - - -- C o m e Qw7ON LLZN-o Q w m E r SLATS OPG. WIDTH 1 LEXTERIOR O 1. JAMB REINFORCING SLATS OPC. WIDTH AS REOD. U � SEE SHEETS 3 & 4 J FOR CAPACITY J MIN & MAX. G FRAME WIDTH N SEE C _ In w n SHEET 9 3 V) W < 30 W K o W N � DCUNSECURED MULLION REINFORCING E j JAMB O g 0 O M .0 AS REDD. Z J 5A ALTERNATE SEE SHEETS 3& 4 ALTERNATE o 3 m FOR CAPACITY 1 BY WOOD BUCK I , 2A w 0 0 0 Ir 3 1r 3 w o N W LJ 00 i II • 9 L \I�i L O IF] fi1.l i r ly/I' 14 IS 16 I� �I a I 1 o a I 1 �L I rL ` 4 I a SLATS ORO. WIDTH tq EXTERIOR c o IA JAMB REINFORCING SLATS CPS. WIDTH E AS ROD. '°1 a SEE SHEETS 3 & 4 CAPACITY FOR CA • • • • • • • • • MIN & MAX. G ' FRAME WIDTH • • • • • • • • •_•__•—•� • • • • • PRODUCT REVISED I-----� SEE CHART SHEET 9 • • • • • • • • • • • • • • • • • • • • • as complying with the Florida Building Code `XX� ��, 1F�1� ` @' ,. •••••. i� •'•, n n NOA-No. 20-0828.03 ; ��•'•�,10ENSF 4 Ex i III Date:j 2/20/2022 No. B 23 • • • • • • • Miamf-Fade Product'Co tml drewmg no. • • • • • • • • • • C " T.1 C.In t9.20f 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o FRAME WIDTH _ 17 O I 13 rn Z o a 0 OJ I I Z I N K � I QW 0 g � N VI 8 Cc:40 n I r 0wN`n 00 3 I I ( OjNrLL o A -- 0 0 L 3 13 ar It z0 N w rc:-1 QIJ7w n 1 D.L. OPG.__d IL z o E n Jzma I QwmS� EXTERIOR N R O� it o d J II d ro Ili 6 EXTERIOR U D.L. OPG. W 3 l— r FRAME WIDTH o } V) IS o Z y FRAME WIDTH o I3 Z n F � 4 AW Oro M o O Nl_ GO, 14 15 16 c 4 0 o 3 I L i 3 3 SLATS OPG. W. ` 14 15 16 o o �. 1. •• see • • •• - tjF2 EXTERIOR •• • • ••� PRODUCT REVISED \\ \\\illlllyi-- 3 • • • • —•---• as complyln with the Florida ti • ••• •• • g �. ••• ,i�� n x o •j • • Building Code NOA-No. 20-0828.03 Expiration Date: 1212012022 No. 9922 2 N I EXTERIOR = E I L ••• G,• ••• ••• • • By: 4 • • • • • :_:AIM.1Irr ade trot • o • • • •• • • • • F •,•`RBg� drawing no. —J : �0•• :. •FF•,ME WICANH •• • • .- - �` - � �...� : '••::�,IORIOA.•'�\� W09-42 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• •• • • • • ••• • • AL tKv �\EDGE DIST. SEEICE eV. ANCHORS o {� w WOOD BUCKS a � � FOR SPACING e I m O z n W it N Vf d d 6 1 C O O WIr N Q O I Z \ �V U 4y h u p ' N____, J j M / 00 m SILICONE- H=n O DOWSIL 790 IV TYP. II cr M 'n zp `D f"III II K J N I fill I 11 Q W J LL N c (D •- I -�--Inn---'I--------- - J z m a w IIIII I II QYlr IIII I M I lull n a O I IIII I II o 0 I IIII I II ? k�,�111 II 3 A LIU 11 I II p � u __IIII if N II -, [r'nl�ll tt F J f JUL II �n�l�)T III IIL � IIII w J � � M ��I IIII =aoQ REINFORCING -' W �I II z AS lI��PJ i SEE SHEETS 3 k 4 3 N w I tl II III 3 w a FOR CAPACITY IA 3 i' of j �� II II go ¢ (n H 0 I I IIII III zpw� z !n� I 1 I IIII III 3 1 M p 3 � t �'1 n 2 O I U I II IIII IIi p� p �1 i 0 c Jl ------------------------------ Z_ iN Ili __ _ _-_-_-_-_-_-_-_--_- -_-_- _-_-_-_-_-_-_ -7 I IF II N qI____________ I-'u��y W _______________ N`L r it ii ii II II� II II ='--_ ________________________� I II II II II 1/ � III 1b�a� II III Jb ==== 1 J !_IL = ij MIAMI-DADE COUNTY APPROVED WINDOWS z SEE SEPARATE NOA FOR SILICONE WINDOW RATING AND DETAILS c o 0 o 0 u EXTERIOR DOWSIL 790 0 © D.L. OPG. TYP. _ n T� f 1 2A 0 �^ I, •• ••• • • • • • •• - • • • • • • PRODUCT REVISED �TT........ITr I�' • • • • • • • • • as comp 1 ngg with the Florida �, I. • • • • • • • • • • • • Building ode ` ,. • •. ii „ - NOA-No. z0•0828.03 e �� ' VTCEN 1 Ex Iratlon 0 te:12/20/2022 0 - N ' a • • • • • • • Milano Qade Product•Co trol -'O 1 1 (�,'; • • • • • • • • • • (" '^1 %® S �I�` drawing no. ... S°'....... m��. W09-42 ///2��® AI \ sheet 10 of 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • lu �o w a I SEE SEPARATE NOA FOR DESIGN LOAD x o CAPACITY OF DOORS AND DOOR ANCHORS. Z REINFORCING LOWER VALUES FROM DOORS NOA O w SEE SHEET SS6R&07 r j�� AT46�FROM ENDS OR WINDOW WALL SYSTEM CAPACITY CHARTS FOR CAPACITY ��JJ 11 AND 12" O,C. WILL APPLY TO ENTIRE SYSTEM. 0 w N 0 N ____________i O W LL �/,�� 1 " 4l C U Vi l Il/I - T-------------I O W OU MIAMI- AOE J\'hL� p LARGE OMISSILE PACT APPROVEDRESISTANTTRANSOM O ¢ 0 0 P0J ----------- 5 O Z O a �Y V I) A4--------------7 Q W W b It-_-_-_-_-_-_-_-_-_-_-_-_-_-� LLQ' WO? (aO Qf J - O1 f H ----------------'i 6A EXTERIOR U D.L. OPG. 12 W J a ~ W o rOf O o N� L 11 3 �sMml O o pro N 2----------------------------- o Z 3� MIAMI-DADE COUNTY APPROVED 3 Z> 11� I LARGE MISSILE IMPACT RESISTANT DOORi In --------------.4 U 00w w or) n/t _Ji O II 1 z- ___ _ u I� III II I I `--41111I------------1 w J _ IIII g _ u --------- ----------- o ��I---------------------------; w 6A I`I.1 EXTERIOR a D.L. OPG. 12 wl o U c v 0 0 • c o w LL • • • � � � • • � • � • • PRODUCT REVISED i,TTf 11 � i I ii17� m as com i Ing with the Florida 7 • • • • • • • • • • • • Building Code NOA-No.20-0828.03 • '',tOENS4' Ex Iration Date: 2/20/2022 • • • • • • • Miemj-fade Produgt'Control Ir=. 0 • • • • • • • • • • • • • • • • � r'7 --� STA?E � drawing no. • • • • • • • • • • • ` ' l F 1 ... % �� . W09-42 A- 1�", sheet 11 of 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5.000 2.625 t .875n'_F�' 125 nP. Fes---- 4.000 O FRAME HEAD/SILL/JAMB/MULLION 3.736 1.453 .875 .094 YP. SNAP IN MATE 1.588-a 063 .875 t 062 TYP. 1.432 GLAZING BEAD �-3.736--i .094 TYP. _2 .578 .188 5AI5B) SHEAR CLIP D13 5.000 fE i .198 DOOR MULLION 5.000 198� ;�- I 1.750 1.750 J. 125 A TYP. ALT. FRAME HEAD/SILL/JAMB/MULLION 3.736 578 ��" .094 J TYP. ALT. SNAP IN MATE .094 �.050 trrnP_4 .875 .989 I1 d -... .831 - FRAME INSERT r1.441 TLur- - 4.534 125 K - 50 L_ .626 -J STIFFENER INSERT , .441 -d 3I51 2 4.535 - 124 ul�- 5, 250J DOOR MULLION STIFFENER 5. ITEM NO.1 PART NUMBER QUANTITY DESCRIPTION MATERIAL 111ANF./SUPPLIER/REMARKS 1 UW-401 AS REDD. FRAME HEAD/SILL/JAMB/MULLION 6063-T6 - 1A UW-407 AS REDD, ALT. FRAME HEAD/SILL/JAMB/MULLION 6063-T6 2 UW-402 AS REDD. SNAP -IN MATE 6063-T6 - 2A UW-402 AS REDD. ALT. SNAP -IN MATE 6063-T6 - 3 UW-404 AS REOD. _ GLAZING BEAD 6063-T6 _ - 4 UW-408 AS REDD. FRAME INSERT 6063-T6 - 5 UW-403 AS REDD. SHEAR CLIP, 3-3/4" LONG AT JAMB ANCHORS 6063-T6 - 5A UW-403 AS REDO. SHEAR CLIP, FULL LENGTH 6063-T6 - 5B UW-403 AS REDD. SHEAR CLIP, LENGTH VARIES TO COVER ANCHOR SPACINGS 6063-T6 - 6 UW-408 AS REDD. STIFFENER INSERT 6063-T6 - 6A - AS REDD. STIFFENER BAR GALV. STEEL - 68 - AS REDD. REINF. CHANNEL GALV. STEEL - 6C - AS REDD. REINF. BAR GALV. STEEL - 7 UW-406 AS REOD. GLAZING GASKET NEOPRENE DUROMETER 55±5 SHORE A 8 JQ12 X 1-1/4' 4/ CORNER FRAME ASSEMBLY SCREWS - PH SMS 9 - 2/ LITE SETTING BLOCKS AT I/4 POINTS (3/16" X 1/2" X 2" LONG) EPOM DUROMETER 8035 SHORE A 10 - AS REDD, GLASS SPACER SILICONE FRANK LOWE 11 UW-407 AS REOD. DOOR MULLION 6063-T6 - 12 E813 AS REOD. DOOR MULLION INSERT 6063-T6 - 13 UW-411 AS REDD. CORNER MULLION 6063-T6 - 14 EK 2 AS REDD. TOP SLAT 6063-T6 - 15 EK 5 AS REDD, INTERMEDIATE SLAT 6063-T6 - 16 EK 3 AS REDD. BOTTOM SLAT 6063-T6 - STIFFENER BAR 'Q) CORNER MULLION 1.229 zso- L4.534 REINF. CHANNEL 375 i 3.500 L / REINF. BAR • as: • • • • • • • • • • • • • •• ••• ••• • • • • • • • • • • • • • •• •• • • • •• •t SEALANTS: ALL FRAME JOINTS AND SEAMS SEALED WITH SCHNEE-MOREHEAD SM5504 ACRYL-R SEAM SEALER. PRODUCT REVISED as compl ng with the Florida Building ode NOA-No. 20-0828.03 Ex Iratlon Date• 2/20/2022 By. �1L1 Miam, Pad. Product -Co trot 1 � I � .'t,TCENSLc• � 7*r Z m n OZ Qw 2� N C O O m O w ` V wN a W W LL O � O U N r O'O¢¢"o 0 m 0 1z 40 NNO c0i a w Ov LL N LL W. _ n J °IDQ -I 4 W C/ f r M o J w J m cn � n H- o >-Of o V� z 00 3 Zr n w w 0U 0 0w �ILilCo:2 �" drawing no. W09 -42 �o W e rn / Zm� /./ O. M Q � Qi 2� oN d 4 m m OO`o O W N m / / a W W R 0 f O U N r y Q'0>P O Oa°o0. O 0�u¢ 4 8 Q N N p N W j LL N � Z N _ O O f '^ FRAME TOP CORNER Q W m f � O V)� 4 Z � 3 3s�P O o 0 co o Z 3� w w O NJ v w O � O s HORIZONTAL CORNER 6 C - .625 i i- _ — </ u a U o / / o 0 II,rI,.nc�,,,1III Ilrn��1-078 rrO�� • • s• • • • • • :5 $ h'I .078 4.788 078 -.� -.078 • • • • • • f 5.271 UU Iu1 • • } • • • • • 6.414 6.a14 PRODUCT REVISED �iiililllii � 5.999 5.999 • • • w • • • as complying with the Florida �A77j7j/ $ u Building Lode `� ��. •••. NOA-No. 20-0828.03 �� ' �i0ENS8 Ex iration Date: 2/20/2022 No • • • • • Miami ado ProductVCo trot _—_ FRIIbjE DO-U04 CORNER! • • • w • • —'•'r• • • • • C� I 7 i IL.625 I^-.625 I- 625 ••• F(OR10A.•'a� ; WO9-42 4 TOP SLAT 5 INTERMEDIATE SLAT e BOTTOM SLAT II %%\ sheet�p,iofi2 • • • • • • • • • • ••• • • • ••• • • L�%9 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, FL 33175 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economv 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 Producf Control Section that this product or material fails to meet the requirements of the applicable hii code* : * * • P q pP ul 4g ... . This product is approved as described herein, and has been designed to comply Wtb.tiw Florida tjilding�... Code, including the High Velocity Hurricane Zone. .. • :.. 0. DESCRIPTION: Series "Eco-Guard 560" Aluminum Project Out Window — I«M.T.. ; •. •. • APPROVAL DOCUMENT: Drawing No. W11-08, titled "S-560 Aluminum PrcyeGt.Qgt Wdiev. (I,M.L)"y • sheets 1 through 6 of 6, dated 02/24/11, with revision G dated ll/05/2020,•prap4red %%A'1'1"arooc}..... Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade;Eopnty Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-I�a& •Qounty • • • • 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, 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. 17-1011.25 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. I NOA No. 20-1119.04 MIAMI-DADE COUNT72 ' Expiration Date: May 26, 2026 Approval Date: February 05, 2021 02/05/2021 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. (Submitted under NOA No. I1-0309.05) 2. Drawing No. W11-08, titled "S-560 Aluminum Project Out Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/24/11, with revision F dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a casement wirrip • prepared by Hurricane Engineering and Testing, Inc., Test Reports No. • • • .' HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signedlalfd §Baled by Catidido• • • • • F. Font, P.E. 00 0 ; 60600 (Submitted under NOA No. 11-0309.05) **so** .. ..... ...... . . ..... C. CALCULATIONS .. .. . ...... • 1. Anchor verification calculations and structural • • • • • • analysis, coViplyiRg wtt� 1FBC 5cn Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 000000 a4d*W23/1510 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 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. Sifang Zhao, P. E. Product Control Examiner NOA No. 20-1119.04 Expiration Date: May 26, 2026 Approval Date: February 05, 2021 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.05) G. OTHERS 1. Notice of Acceptance No. 15-0406.09, issued to Eco Window Systems, LLC for their Series "Eco-Guard 560" Aluminum Projected Out Window — L.M.I., approved on 07/02/15 and expiring on 05/26/21. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. WII-08, titled "S-560 Aluminum Project Out Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/24/11, with revision G dated 11/05/2020, prepared by Al- e***Faroo Corporation, signed and sealed b Jalal Faroo P.E. q rP � Y q� '....' B. TESTS 1. None. C. CALCULATIONS • 1. None ..'..' :"••• D. QUALITY ASSURANCE • • • L Miami -Dade Department of Regulatory and Economic Resources � ER). ' • • E. MATERIAL CERTIFICATIONS 1. NOA No. 20-0915.22 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/24. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition (2017), with FBC 71' Edition (2020), and of no financial interest, dated 11/05/2020, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHERS 1. Notice of Acceptance No. 17-1011.25, issued to Eco Window Systems, LLC for their Series "Eco-Guard 560" Aluminum Projected Out Window — L.M.I., approved on 12/21/2017 and expiring on 05/26/2021. L� Sifang Zhao, P. E. Product Control Examiner NOA No. 20-1119.04 Expiration Date: May 26, 2026 Approval Date: February 05, 2021 E-2 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 w u rS _ o n 3 n n z r o _ 3 � WDW. WIDTH WDW. HEIGHT 19-1 B' S3-1 8" 26. 2" 53-i 8" 32" 53-1 8" 37" 42" 46-3 4" 48.. 53-1 B.. 37' 7" MAX. HEAD/SIL CORNERS MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 70.0 PSF THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ECO-GUARD SERIES-560 ALUMINUM PROJECT -OUT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF PROJECTED/PROJECTED OR PROJECTED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 I EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 29Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. 9. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE ao 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 2017/2020 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. 53 1/8" 51 45 1/2" D.L. OPG, it li I1I/ \n 9 3/4" l MAX. s O 'O U f � I V 2 M 3 O Z < ,n o n z 3 \_LOCKING POINTS SEE CHART N0. OF WDW. HEIGHT KEEPERS UPTO AT SASH 26" 2 38-3 B" 3 50-5 8" 4 53-1 8" 4 /8" TEMP. GLASS 3/8" AIR SPACE 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'O. CLASS .090" Interlayer 090" Interlayer Trosifol PVB Trosifol PVB By 'kuroroy America, Inc.' By 'kuroroy Americo, Inc.' 1/8" HEAT STREN'O. GLASS 1/8" HEAT STREN'D. GLASS SILICONE SILICONE DOWSIL 899 C DOWSIL 899 m • • • • • • • • • • � 9 4 4 W It • • • • • • • • t2 1/4 gOINTS ON L:ES • t ( ER•THAN 3Z' ONLY • • • • • • • • • GLASS TYPE A' GLAZING OPTIONS 37" JDOW WID 35" ENT WIDTI 29 3/8" D.L. OPG. 12 1/2" MAX. HEAD SILL TYPICAL ELEVATION 1 �I i 19 SETTING BLOCKS AT LAM, GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS �\GF1J,gt.'•.• VLJI� PRODUCT REVISED No. 23 • a• comptying with the Florida 21 AT 1/4 POIN"Building Code i • • • • ALL SIZES NOA-No. 20-1119.04 / • • • • Expiration Data 05/26/2026 '• ST i O Ji( •' (,LASS TAPE 'AABy ' i °<ORIOi^. •''�0�� /� ��s'•..... Miami -Dade Product Control ',7y7s'®��" �♦ • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 U° U o I m z �� J O Z N Q Qit 0 f 2 n a a Q s OWN`"O (L W W Q 0UNnLL a°za" °o 0ao< � 120 Q W LL N LL00=m Of Q W m E C (3 n 3 m 3 V) 2 n U V) W Q N U) a 3 s r.t QooM Z 3 <L m 0 3 N R O U oN o ti Wa7M� drawing no. W1 1—OS 7 I EDGE -------------------- METAL Fr-- -------- —'-- —'T� D` �IST. STRUCTURE IIMIAMI-DADE COUNTY APPROVED II I I MULLION & MULLION ANCHORS j SEE SEPARATE NOA �I EDGE DIST. I i L------------------I __ I I x � s TYPICAL TYPICAL ANCHORS TYPICAL ANCHORS FOF SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FAND BUCKS AND METAL STRUCTURE NOT BY 'ECO WOW.' SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM RANSFER THEM TO THE BUILDING STRUCTURE. 1BY WOOD BUCK 7 •• •• if • • • • •• TYPICAL ANCHORS: SEE ELEv. FOR SPACING 1/4" DIA ULTRACON+ BY 'DEWALT' (Fue164 KSI, Fy-148 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS I'c - 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS Pm = 2000 PSI MIN , • • � • • • • • • • 1111111111r VIC PRODUCT REVISED " • • •' i•I• •' • • • a oimn eplCyIng with tho Florida• • ••• • l•oo 20-1119.04 OR: A�CH• • A ••! i�on Date 05l26l2026 ?O^l .•.fS(ADP/` FOESCING oR1. • •• ? ` '�� " EDGE DIST. j Miami-Dado Product Control �\\\ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z m m pi 2w Qf 2 N a M0080. N a LL �o� p ti 'a m 0 p'Os`z"18 patio.+ rl pmu�i�m Q�ZON W > LL M Wyl 0 Q aZimSr N m J J m 3 m N � o z�W w V) ¢ N 0,0 O o 0 °0 Z Ji � 33yy Z W n O QNJ W 00 :2 zg0� drawing no. IN o U 1/4" MAX. pq tM m o I Z m . Q FF h m °j 11 SHIMS 1/4- MAX. 1/4- MAX. © 18Y SHIM 3 Z SHIM 5 WOOD BUCK Z ZN �1 7 B 12 TYPICAL ANCHORS v SEE ELEV. 28Y WOOD BUC R Qi Q., p O W N �- a U TYPICAL ANCHORS FOR SPACING ° W OD STRU URE > N W m SEE ELEV. ------' SCREEN OPT. -------------- _ p r u FOR SPACING 1 1/2• 0 w v >m N1/a^ �- �y/°��irc �0iL vv p N LL W OR B 10 TYPICAL ANCHORS J 0,0 Q w flI E r EXTERIOR ° v SEE FOR SPACING O METAL STRUCTURE D.L. OPG. ^ m VENT WIDTH J J N J n WINDOW WIDTH 3 3 (n w m 0 0 F_ W w U (n � � O V) a 3yM� MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING Z a 00 1 Z m m j 3 3 z6 o O 0 N J v W 00g IF --'l I I II II C 1 I - - - - - - - - _ I I I U" A 33 SS a EXTERIOR N w n - o - c $ o WINDOW WIDTH •• ••• • • WINDOW WIDTH • •� • • • • • •• • • • • • • • • • • • • • • \t�1111fill, i o ��'••'\,tCENSF... • • • • • • • • • • • • • PjtODUCT REVISED No. 23 =_ • • • • • pa ��G�ppppmplying with the Florida • • • • • • • • • Bui181ng Code • • • • • O No. 20.1119,04 • • 1 - 0 • : • : • • 1 V?roNon Date 05/26/2026 '•, S E w tom.. drawing no. By ��j %(��S• �G�� W11-08 ••• • • Miami -Dade Product Control • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n' G ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING O ALT. TYPICAL ANCHORS f SEE ELEV. FOR SPACING c v. EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING rr_ ____________ _ __" �I MIAMI—DARE COUNTY APPROVED I� MULLION & MULLION ANCHORS I I ij SEE SEPARATE NOA EDGE DIST, A TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. ALT. TYPICAL ANCHORS e SEE ELEV. FOR SPACING ° 4 a G 1 1/4•a 0 Q a • •• • • • • ••• • INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT REVISED • • • • • • • • • • • • • as •ompl Ing with the Florida • • • • • BMild�9 Code • • • • • NDA-11o. 20-1119.04 • • • • • • • • • • • • • • • • • E•pir•tion Date 05/26/2026 00 By Miami -Dade Product Control • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 -L Oro o m M � F W Z m Qa Q� ow+�0 IL N 0 0.04 0-5H O Q W D LL N iizp�wm Q W m f F 6 o N J n 3 � 3 W n 0 W � w a w >_ LLJ a V) M 0011 p N z 00 3 z� o C 00 N W co m �'�' oCENSp'� NO. 3 1 t O 2020 :�®• STA I FRAME HEAD/SILL/JAMB E 2.688 O2 VENT 062 .500 519 769 2.611 903 oas '1-Jr is FLUSH FRAME ADAPTER 1.047 1.750 O GLAZING BEAD (LAM. GLASS) 493 1.750 eon 3 oas .493 tj721 3A GLAZING BEAD (INSUL LAM. GLASS) is CORNER KEY -.245 245 780 r.120 .780 �I .720 F-- F--1.256--V SNUBBER - VENT I 9 SNUBBER - FRAME ITEM PART d QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E501 4 FRAME HEAD/SILL/JAMB 6063-T6 2 E502 4 VENT 6063-T6 - 3 FY108 AS REGO. GLAZING BEAD (LAM. GLASS) 6063-T6 - 3A E505 AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-TB - 4 E508 AS REGO. SNUBBER - VENT, FULL LENGTH 6063-T6 4A E509 AS REOD. SNUBBER - FRAME, FULL LENGTH 6063-T6 - 5 E506 OPTIONAL SCREEN FRAME 6063-T6 - 7 #10 X 1-1/4" AS REGO. FRAME AND VENT ASSEMBLY SCREWS - H WS SMS 8 E203 AS REOD. BULB WEATHERSTRIPPING, OUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REOD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB 10 35112.00.4OO 2/ VENT 4 BAR HINGES ST. STEEL TRUTH, INSTALLED WITH (2) #10 X 5/8" SOS 11 13096.92 1 MULTI POINT LOCK SYSTEM - TRUTH 12 31964.92 AS REGO. KEEPER STEEL TRUTH d13 52.13.012 1/ VENT ROTO OPERATOR ZAMAH/STL. TRUTH, AT 12" FROM ENDS 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 15 FY120 AS REOD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 16 - 2 JANTI SAG SKATE, AT 4-1/2" FROM EACH END NYLON MAIM PLASTICS 17 #10 X 1-1/4" 2/ SKATE E SCREWS - - 18 #8 X 3/4" AS REGO, BBER SCREWS - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" O.C. 19 - AS REOD. CK, 3/16" X 3/4" X 4" LONG N1NrULC.1 EPDM DUROMETER 8035 SHORE A 20 FLB-50 - R - 1/8" HIGH SILICONE FRANK LOWE 21 - - EDGE SPACER ST. STEEL CARDINAL XL 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 EACH JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES #35.12.00,400 BY 'TRUTH' LOCATED AT TOP CORNERS FASTENED WITH (3) #10 X 5/8" P PH SELF DRILLING SCREWS ............ U OPERATOR: • • • • � + • • • v g SINGLE ARM ROTO OPERATOR ;52i13Al2•BY•'T:JTH' • 7X7 LOCATED AT MIAMAN C1r*MAME•91LL • • • • • `�� , FASTENED WITH (6) #10 X 1" P PH SMSQ'�•'�10,EN3F' ��' '�' ' Q OPERATOR TRACK #30175 AT BOTTOM RAIL i It _ FASTENED WITH t2) #10 X 1" P PH SMS PRODUCT REVISED • • • • • • • • • • • • the Florida - No. 3 _ - a• comp)ying with • • • • •BuitJingodaoANTI-SAG SKIS: • : • • • • • •* -No. 20-1119.04 qf1 2�?LQ®•' 'Mgclt NYLON ANTI-S:� StCAjES BY FtASTICS' • Expiration Date 05126/2026✓� STA F (2) AT BOTTOM RAIL AT 4-1/2' "FROM *ENDS ••• B i'•F<OR1D.••'�®�� EACH FASTENED WITH (2) #10 X 1-1/4" P FH SIDS, Miami-Dadavroducttontrol ��7�5®OPJd,A..��` W11_08 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o {� w 0 m Z m a 4 0, 4 O W G O N � N Q 14 0 vo>m 0'O Em o / 0aoo -a� O In(n0 D O / / Q W j / l to 4 z.2 S j aIDQ_ J Q W M f r i - V o � N / v J J m � 3 � of S W V W K I a 3 s Mom' M 0 m Z 3 3 z� o o O N� n () ON W J N VENT CORNER FRAME CORNER Li o$W o oa "- •• ••• • • • • • •• • •• • • • • ••• • V F •. o i \ � PRODUCT REVISED — iyo, • • • • • • • • • • • • *as cconp In with the Florida • • • • •Oui/din• Codo =_ • •NO • • • &-p•. 20-1119.04 --0 g- 0 • • • 0 e • • • • • Exidrayon Data 05/26/2026 : o '•., STATE �� drawing no. —08 Miami -Dade Product Control ��/ ®®�XL 1\```` sheet 6 of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, FL 33175 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 coda. • • This product is approved as described herein, and has been designed to comply w'i� the Florid Btylding • • Code, including the High Velocity Hurricane Zone. ...... ....:. DESCRIPTION: Series "Eco-Guard 550" Aluminum Fixed Window - L.M.I. " • •' • • APPROVAL DOCUMENT: Drawing No. W11-10, titled "S-550 Aluminum Ft ' * Windog �J,,,�bLL) • • sheets 1 through 6 of 6, dated 02/28/11, with revision F dated 11/05/2020, .prepared b}c A1,Farooq..:..' Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami -Dade Uoun{y Pro&;A' ontrol...... Revision stamp with the Notice of Acceptance number and expiration date by Qit:" :1pmi-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 logos 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. 17-1011.20 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No. 20-1119.02 MIAMI-DADE OUNTY `�f Expiration Date: May 11 9.02 -a02/05/2021 Approval Date: February 05, 2021 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 No. 11-0309.07) 2. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision E dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-10-3145, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . • • • •. along with marked -up drawings and installation diagram of an ahjurineim fixed�� window, prepared by Hurricane Engineering and Testing, Inc., Testveports No.: HETI-10-3146, HETI-10-3147 and HETI-10-3149, all dated 12�2940, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No:'PP-0309.09,E •. • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading pe; C TAS 202-94 . 00 along with marked —up drawings and installation diagram af'an'alumintirtm•fixed.*.•.. window, prepared by Hurricane Engineering and Testing, Inc., Teo Report No, .' HETI-10-3148, dated 12/29/10, signed and sealed by Candido P. Font, P.E: •. •. • • •• • (Submitted under NOA No. 11-0309.07) . . ...... • • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), prepared by Al-Farooq Corporation, dated 03/27/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-1119.02 Expiration Date: May 05, 2026 Approval Date: February 05, 2021 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014), with FBC 611 Edition (2017), and of no financial interest, dated September 15, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Reports No. HETI-10-3145, HETI-10-3146, HETI-10-3147, HETI-10-3148 and HETI-10-3149, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. I1-0309.07) G. OTHERS 1. Notice of Acceptance No. 15-0406.11, issued to Eco Window Systems, LLC for their Series "Eco-Guard 550" Aluminum Fixed Window - L.M.I., approved on 07/02/2015 and expiring on 05/05/21. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. WI I-10, titled "S-550 Aluminum Fixed Window (L.M.I)',* %t wets 1 through 6 of 6, dated 02/28/11, with revision F dated 11/05;ZQ20; prepared'by Al" Farooq Corporation, signed and sealed by Jalal Farooq, 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. NOA No. 20-0915.22 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6t' Edition (2017), with FBC 71n Edition (2020), and of no financial interest, dated 11/05/2020, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHERS 1. Notice of Acceptance No. 17-1011.20, issued to Eco Window Systems, LLC for their Series "Eco-Guard 550" Aluminum Fixed Window - L.M.I., approved on 12/21/2017 and expiring on 05/05/21. L� Sifang Zhao, P.E. Product Control Examiner NOA No. 20-1119.02 Expiration Date: May 05, 2026 Approval Date: February 05, 2021 E-2 WINDOW WIDTH D.L. OPG. FALSE MUNTINS ur (SURFACE APPLIED) ' mw MAY BE USED � a z U C II II II a II II It iZ, it II II II I' it l I! B !I 3 10 1/2" MAX. HEAD SILL 1/8" HEAT STREN'D. GLASS 090" Interloyer Trosifol PVB By kuraray America, Inc.' �1/8" HEAT STREN'D. GLASS SILICONE fDOWSIL 899 a W w I9 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' 6" MAX. HEAD/SILL CORNERS /8" TEMP. GLASS 3/8" AIR SPACE 1 /8" HEAT STREN'D. GLASS .090" Inlerloyer rT8rosilol PVB 1 y kuraray America, Inc.' r1/8" HEAT STREN'D. GLASS O AT W w 10 AT 1/4 POINTS 9 ALL SIZES GLASS TYPE 'AA' GLAZING OPTIONS �� THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. m Z�� 0 SHUTTERS ARE NOT REQUIRED. a ECO—GUARD SERIES-550 Q f 2 a ALUMINUM FIXED WINDOW W W o: m 2) N DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER IL w '� CHARTS SHOWN ON SHEET 2. it O t ram a V APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE W a COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER a 0 z m S WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING G a O o MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ap+ Q 0 � d LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL d' 0 m 0 n WILL APPLY TO ENTIRE SYSTEM. W A LL o2 't i m a w Q 01 E r THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA w BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). O 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE o DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS J TO THE BUILDING STRUCTURE. v J ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE 3 p m V) ;a MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Z 2 n w v A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 3 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. o } MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 4 N COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 3 L M N REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. p o n N THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION Z C) 00 I W FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY Z 3 m OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Q 3 1, WATER INFILTRATION RESISTANCE ETC. Z CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ry J 3AND OU TO BE REVIEWED BY BUILDING OFFICIAL. v�i o o J DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. ut W 2:2 3/16" HEAT STREN'D. GLASS .090" Interlayer �Tr,Volpve By kuraray Americo, Inc.' r-3/16" HEAT STREN'D. GLASS f-DOWSIL SILICONE899 • �D aJ • /^•�)�5• I' •�• • O •e• ••• • w � • ••• � AT 1/4 POr• NT�ON• •CITES • • • • 9 • • WIDER T:AR 30 OIIGY • • • • • LLASS� �&E ' • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED R ; as com iying with the Florida 2. Building Code - m o 0 NOA-No. 20-1119.02 u W a e III IA d � S S Expiration Date 05/05/2026 By y Mlami-Dade Product Control c T, N— _ SETTING BLOCKS AT , LAM. GLASS AND INSUL. LAM. GLASS> NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS No.I 3 = o . V V A 11 ' nR. �I®'' STA OR-/ '(Sj`� drawing no. WINDOW DIMS. VIDTH (W) LENGTH (L 30" I1 36" 42" 48" 48" 54" 60" 66" 30" 36" 42" 48" 54" 54" 60" 66" 30" 36" 42" 48" 60" 54" 60" 66" 30" 36" 42 66" 48" 54" 60" 30" 36" 42" 72" 48" 54" 30" 36" 78" 42" 48" 30" 36" 64" 42" 48" 30" 36" 90" 42" 30" 36" 96" 42" DESIGN LOAD CAPACITY - PSF GLASS TYPE 'A' GLASS TYPE 'M' GLASS 75.0 73.8 664.. 75.0 750.. 73.8 75.0 75.0 75_0 75._0 0 75.0 75.0 75.0 15.0 75_0 75.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'M' GLASS TYPE 'B' WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) 26-1/2" 32" 37^ 42" a8" 53-1/8" 56" 60" 50-5/8" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 51.2 54.8 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 r42. 56" 60" 63" 63"70.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 66.4 71.1 66A 71.1 - - 62.0 66.4 62.0 66.4 - - 59.0 63.2 59.0 63.2 26-1/2" 32" 37" 42" 48" 53-1/8" 76" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32" 37" 42- 48" 80" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 _ - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32" 37" 42- 48" 84" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70. 775.0 _ _ 70.0 75.0 70.0 75.0 26-1/2" 32" 37" 42- 9o" 70.0 75.0 70.0 75.0 70.0 75.0 _ - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" _ 96" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - 70,0 75.0 70.0 75.0 70.0 1 75.0 70.0 7,10 • •• • • • • ••• • .. ... .. . .... NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • • •: BA9Ul •ON•M E130000 9 43 SEC. GUSTS). • • • .0 • • • • • • • • • • Is• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • UV I I m t h� 3 O [ Q E' W Zm I Q � L �1I �• ' 0 .4V.. 0 0 C N 1`1 U W H CL d' Q U N m Ci O > paco.�C0 -a 2m °o 4 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 2 Z p n VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Q W � W N U.2m- m J02 0(0t j Q w1Fi 0 U N � J �n m O v m Z o 3 H o N w 4 X } E LO m 3 :E z O 01 N 3 Z3� m a 3ZLn 0 O N-I U 00 W oo:2 w N PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 20-1119.02 Expiration R�D,.�ate05/05/2026 By Zr/d Miami-Dado Product Control ��'�'•A}CEN3�c No:223 STO ' �d/� drawing no. :® -10 F[ORIDP.•'• 0�� TYPICAL ANCHORS tS F--------------------,-, IMIAMI-DADS COUNTY APPROVED II MULLION & MULLION ANCHORS II I!SEE SEPARATE NOA .I EDGE DIST. j I I II [AND OD BUCKS AND METAL STRUCTURE NOT BY 'ECO WDW.' ST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TRANSFER THEM TC THE BUILDING STRUCTURE. TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy-148 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN, PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN, PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN, INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS I'm = 2000 PSI MIN. �` ��'.•''�1GENSF''•. PRODUCT REVISED _ No. • • • • • • • as comp)yIng with the Florida • ° I •p I� °•: • • Building Code • • �10A-No. 20-1119.02 `�N g r .-® t •° • • t n III •' kj 1 - TYPIML AN• • HORS • • • �zpiration Dato OS/05/2026 i�0 STATE OF 6(y� r•, •)I( • SEEGENEV. • • • • • v N�• FOR•SPACING• ego • "LOR1OP,.•' ST Miami -Dade Product Control IBY BUCK •• �j 0• • • • • i • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �W o m .- 0 q � Q Q i Z N a 00 C4 u wN N W W Q a°Or LL 0 UV,n a C C O o 0aoo 0.60 Y Q°IA✓,0 N Q W 7 Ji b Z m — M J j W Q Oaf r o U J n m O U) ^ o � o Z W n 3 i- tj X 4 MN'o 3 rM N z OM 0 Z 0 00 m Z3�m a 3 z ^ 0 uu') 0 N p "-' U 0 w , W a0 E '- C 3 drawing no. W11-10 .tlrr'' o p� w o 1/4- MAX. rtl SHIMS _ 1/4" MAX. Z 1 /4" MAX. m 3 O 1BY SHIM O r h m z SHIM %-WOOD BUCK H W a 4 TYPICAL ANCHORS O p` O O TYPICAL ANCHORS SEE EL_G 2 SEE FOR SPACING 1 t/ 2. d W N U FOR SPACING ° C r a m U V O W°I ° �_ p �m oodp p Oo / rv�3 Q W j LL n N ° o �Zy-m W TYPICAL ANCHORS Q W f SEE ELEV. 1 B EXTERIOR v ° FOR SPACING O METAL STRUCTURE D.L. OPG. J J J n WINDOW WIDTH m O M a Z L n 3 lil o V) w X O: L (n U � 3Ln H Z Q �M N MIAMI-DARE COUNTY M Z APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS S 3 Z >} n SEE ELEV. FOR SPACING p w n O NJ 'n U 00 Uj til U it - i O I I II II II II I I II II - - - - i 10 PRODUCT REVISED I as eom lying with the Florida L--� Building Cade °1 u NDA-No. 20.1119.02 EXTERIOR Etcpl-tion Date0510512026 C o d WINDOW WIDTH WINDOW 1 ID•• H • • �_��;• • • • • • .00 By l_ _ o • • • • • • • • • Miami -Dodo Product Control .� 01 � $ e ••• ••• ••• ••• • • No • • • • • • • • • • • ® 3TA •((/� drawing a no. W11-10 .we• • • • • • • • •• •• • • • •• •• ••• • • • ••• • • METAL STRUCTURE TYPICAL ANCHORS e • V SEE ELEV. FOR SPACING 2 " I A B A ALT. (� ^ TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING Fr____________ �l 11 MIAMI-DADE COUNTY APPROVED I� j MULLION & MULLION ANCHORS I I Ij SEE SEPARATE NOA it iI GE T DID T. l TYPICAL ANCHORS SEE ELEV. FOR SPACING O 1/4" MAX;,. ALT. S TYPICAL ANCHOR SEE ELEV. FOR SPACIN 0 •• ••• •• • • • •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ••• ••• • • ••• • ••• • • • ••• • • • •• •• • • • •• •• �o w I m Z j OZ c� < f Z. m 1 Q f x N a a < N i O W C M O N IL N % Otia�LL vo�m C OR g OaOo O°�� it ofO m N Q W J LL N ILiA=Oh JOO<; Q Z M 0 � J � J -J m O V) Z W n 3 W o w a X } CC N ND Z) 0 LM H Z O 000 1 " j Z 3 lJi. m Q Z } W o O N J 'n U �W J N W o7 PRODUCT REVISED �< as complying with the Florida $ o Building Codo NOA-No. 20-1119.02 expiration Date 05/05/2026 c ,2 '> N �/] By L/ c/ Miami -Dade Product Control /1j O \\111111111 i \��'•'ocENSF• No. 0 STATE OF �•<y, drawing no. —10 Oi FRAME HEAD/SILL/JAMB .050 b. .452 F--1.287 Oz SNAP COVER 3 I C94 803 .050 j1.047 L O3 GLAZING BEAD (7/16" LAM. GLASS) p-.130 2.688 .062 r--�{ .BOi 3 �045 1.172--7 .500 69 I 1 2.611 F-- 3n GLAZING BEAD (INSUL. LAM. GLASS) O FLUSH FRAME ADAPTER r1.7505191.7150 1.047 L 36 GLAZING BEAD (5/16" LAM. GLASS) I CORNER KEY SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. 6 I •• ••• • • • • • • •• • • • • ••• FRAME COfZNER ... • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 J n v J 1 m O (n ,n Zo H a r� N,o 3 to Z) O O 'n Z 0,0 N :D Z 3v m a 3Z^ 0 N LLJ k PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 20-1119.02 Expiration DDate05/05/2026 By 4 Miami -Dade Product Control �Q'••''t,1GEN�• C14/N •° o i No.7122RO_ a '`�1, '„ ®'•, STATEO Qy�� drawing no. �COU.�NT�Y MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 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.miamidade.gov/economv ECO Windows Systems, LLC 9114 N. W.106`h 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 a cepted 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 Outswing Doors-L.M.I. 00 APPROVAL DOCUMENT: Drawing No. W12-08 Rev F, titled "Series 600 Alum Outswtttg Entrance Door • • • • : • (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, d'afed02/13/12 and last :....: revised on DEC30, 2020, signed and sealed by Jalal Farooq, P.E., bearing the Miami-Dade'County Pt odu tControl • • • • 00 Revision stamp with the Notice of Acceptance number and expiration date by the Miami;Qa0V•CounV Prqduct • �; • • • Control Section. • •' • •' : ""' ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • • • • Limitation: : • • • • • • • • • 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Doublcboor D*P ratings wit��r • • • sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leEfWid't3i shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types G 1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's 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 otherpurposes 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 maybe 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 #18-1220.11 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 20-1007.08 GM�IAMIOADEC(��q y� Expiration Date:March 20, 2024 Approval Date:January 07, 2021 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 (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 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 diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-124003, HETI-124003 and BETI-124027dated 03/16- .... 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. • 000 , • • • • • • • Note: The above referenced test reports have been revised by an addendum'letfer'iated.lune29, 2012, - issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafaal•�r Droz-Seda-,;'. E..... • C. CALCULATIONS 0.• .... • 1. Anchor verification calculations and structural analysis, complying with F$V'2014ZALditio4),... prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealehby Javad Ahmad, PA.-• • 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE • . . .. . ...... 1. Miami Dade Department of Regulatory and Economic Resources (RER;. ' E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-1007.08 Expiration Date:March 20, 2024 Approval Date:January 07, 2021 E-2 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals. A. DRAWINGS Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS I. Anchor verification calculations complying with FBC2017 (61h Edition), prepared by Al Farooq Corporation, dated OCT 313 2017 and last revised on MAR 13, 2018, signed and sealed by Javad Ahmad, P.E. (submitted under file #17-1102.18) 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) for the "Trofosil ® (Clear & Ultra clear) PVB Glass interlayers", expiring on 07/08/19. 2. Notice of Acceptance No.17-0712.05 issued to Eastman Chemical Company (MAI Tbf their . . ........ "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. • • • F. STATEMENTS ...... .. ...... 1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 6'1'Mhion (20173 & of no- • • • financial interest, prepared by Al Farooq Corp., dtd 10/04/17, signed & stale4 -by Jajadalimad: p•lr• G. OTHER """ • • • • • 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. • 2. Evidence submitted under previous approval. . . A. DRAWINGS 0 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.W1'.),*sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java 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 (submitted under file # 18-0319.13) 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA #18-0319.13, expiring 03/02/2024. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-1007.08 Expiration Date:March 20, 2024 Approval Date:January 07, 2021 E-2 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev F, titled "Series 600 Alum Outswing Entrance Door (L.M.1.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on DEC 30, 20, signed and sealed by Jalal Farooq, 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. 19-0305.02 issued to Kuraray America, Inc. for their "TaUffeW Ultraclear, Clear and Color PVB Glass Interla ers", expiring on 07/00 40 • • 0 •. 00000 • y P ... ° 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Comp. ruy (MA) fdrtheir ....:. "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. 600000 • .... . .. ..... F. STATEMENTS ' 1. Statement letter of conformance to FBC 7t1 Edition (2020) and of no finanoiaf interest, prepared ... • by Al Farooq Corporation, dated 09/29/20, signed and sealed by Jalal FaidaQ'P.E. °. . . .. . ...... . . G. OTHER •°�••� 1. This NOA revises NOA #18-1220.11, expiring 03/02/2024. i St,-7 I • z4gn-. Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-1007.08 Expiration Date: March 20, 2024 Approval Date:January 07, 2021 E3 SERIES 600 ALUMINUM OUTSWING ENTRANCE. DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). )BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. "TREN'0. CLASS nterloyer PVB 3/16" HEAT STREN'D. GLASS .090" Interloyer —Trosifol PVB 'Kuroroy I �v Z m raray America, Inc.' By America, Inc.' O " HEAT STREWD. CLASS 3/16" HEAT STREN'D. CLASS ~ f ? H SILICONE n SILICONE Oa. 7iDOWSIL 899 z m DOWSIL 899 O 1 411'y9 26614O>_pico'i r /WZ�/SERINC BLOCKS AT LAM. CLASS 36" ONLY. LLWD Z n — REDD. FOR WIDTHS EXCEEDING — NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 02 J 0 to Q -1 Q w m 2 GLASS TYPE 'Gl' GLASS TYPE 'G2' �— � o J 1/8" TEMP. GLASS Q J 5/16" AIR SPACE 25 W N 1/8- HEAT STREN'D. GLASS W R 090" Interloyer H Soflex Clear And Color Glass W K By 'Eastman Chemical Co.' (n 1/8- HEAT STREN'D. GLASS 5 3 r M m p 0011 in SILICONE O a0 J 1 z DOWSIL 899 Z 3 G 26 CARDINAL XL 3 3 Z Y io EDGE SPACER �X W t5 e ST. STEEL w O a Wao m I � o 1 35 SILICONE � ffi� 1 \\ �/ SETTING BLOCKS AT INSUL. LAM. GLASS o — NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS q S 4@0�0 GLASS TYPE 'G3' o o PRODUCT REVISED as Camp )ying with the Florida Building Coda NOA-No. 20-1007.08 Expiration Date 03/20/2024 •• ••• • • • • • •• • By '•�,•' Ci++J• • • • • j1 -1-f P d t lbl • • • • • •nte• • • • • • • • • • • • • • ••• ••• ••• Drr ... • • • • 301010• • • • • FI ESE Du•JRS ARE R2Rrt0 FCR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 ' No. _ n ®•' TE F •O' drawing no. ;Rtl''• FCORIOP.•' ®� cU 0 / U 39 3 4" MAX. 76" MAX. 37 3/16" MAX. � FRAME WIDTH FRAME WIDTH FRAME WIDTH 01 HEAD & SILL ANCHORS Z 12" AT STILE ENDS G F 2 1z (4) AT 3" O.C. 12" 12" of " < MAX 5" MAX. HEAD 5" MAX. MAX. 5" MAX. !!l��--- MAX. Q f e n a, a. HEAD/SILL A SILL HEAD/SILL A S�D HEAD/SILL 1 HAD 0 O .w 0 0 CORNERS CORNERS --` CORNERS I F SILL O W N m U a�W p'om o Gaga.o n o ttqq 11 0 d i l W ] IJL / l E LOCK OPTIONS LOCK OPTK)NS / #1 OR #2 / II #1 OR #2 H (OPTION 2 SHOWN) II S Q w Omi E r==v===== (OPTION 2 SHHppW x II II, SEE SHEET 7.1 _____= SEE SHEEP 7.f S2 = / II FOR DESCRIPTION c� c> N FOR DESCRIPTIOIL a ., a w ---- m IT \ \ii F n V) N B p oM N \ / 10 ¢� ACTIVE INACTIVE ACTIVE g 3 Z >j 0 SURFACE APPLIED m SURFACE APPLIED m w SURFACE APPLIED 7 m O o 26 15 16" O FALSE MUNTINS OR 26 15 16" 26 15 16" ¢ FALSE MUNTINS OR 32 3/4" ' v� W FALSE MUNTINS OR / / / DECORATIVE GRILL D.L. OPG. i° ' U DECORATIVE GRILL O.L. OPG. D.L. OPG. c0i DECORATIVE GRILL io 0 O MAY BE USED MAY BE USED MAY BE USED D.L. OPG. u 37" MAX. 37" MAX. G LEAF WIDTH LEAF WIDTH u u M (XX) (0) o m STAND ALONE SINGLE SIDELITE 3 v SEE SHEET 3 FOR CAPACITY 9 0 PRODUCT REVISED u S g as complying with the Florida Building Code NOA-No. 20-'1007.08 Explretion Date 03/20/202�4 "c w- 0 • •dMiam{-Dade Product Control • • • • • • • • • • •GLASS D.L.O. DIMS • • • • • • • • • • • `A� ��.• F,�T77�� H D.L.O. HEIGHT = FRAME HEIGHT - 11.125" :� �®'• �: n D.L.O. WIDTH (X DOORS) =FRAME WIDTH - 12.813" H � D.L.O. WIDTH (XX DOORS) _ (FV� F• WQTti� 22.1r2;"1/2• • • • • No. 23 • • • • NOTE: • • • ' g - • • • • GLASS •QAPACTIIES ON THIS SHEET ARE Q� ] - ' NOTE: C J Q 10qq ®•. STA E �� drawing no. EGRESS REQUIREMENTS TO BE IZLVIEWEU• • • BASED•QDL ASf�1 E1300-09 (3 SEC. GUSTS) (a '�`�''• F(OB1DP \�� W1 .Z_O$ BY BUILDING OFFICIAL AND DECLARAORIDA TORY STATEMENT DCAOS DEC-219 !UILDING COMMISSION SS/ONAt. ��`\ 7j//I IIIIII��A sheet 2 of 9 DOORS LOAD CAPACITY -PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXi.(+) INT.(-) 39-3/4" 37" 96" 70.0 75.0 DOORS LOAD CAPACITY - PSF DOUBLE (7(7C) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME EXT.(+) IM.(-) WIDTH WIDTH HEIGHT �6" • y" • 9�" • •70.0 75.0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDELTE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 92 70.0 75.0 69.8 69.8 64.1 64.1 63.3 63.3 24 30 36 37 98 1 63.3 63.3 57.8 57.8 53.1 53.1 52.4 52.4 SINGLE SIDELITE WIDTH DESIGN LOAD CAPACITY - PSF SIDELTES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT R EINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT,(-) 24 30 36 37 42 82 1 70.0 75.0 70.0 1 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 1 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 35 37 92 70.0 75.0 70.0 750 69.6 6918 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 98 1 63.3 63.3 1 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 70.0 75.0 52.4 1 52.4 70.0 75.0 REINFORCING AS READ. SEE CHART 39-3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3" O.C. 6" (4) ANCHORS \�AT HEAD/SILL 12" 3' MAX. HEAD SILL -- Y .� Y • O )I LL J li 11 II / I �/ ao � II \ II II \ II II / II \ II LO K OPXIO S d,II cif=__❑ I I #1 OR/(j2 �\ I (0 T)0N 1 3 0 ) E S"AE' SHEET 1 B1I I FACE APPLII I I I 1 I 2.. I 6SUR32I /4" - I FALSE MUNTIS OR " DECORATIVE GRILL D.L. OPG. D.L. OPG. D6LOPG. MAY BE USED 37" LEAF WIDTH SIDELITE FRAME WIDTH 39 3/4" MAX. (SINGLE) MAX. 76" MAX. (DOUBLE) SEE CHART AT LEFT DOOR FRAME WIDTH PRODUCT REVISED (OXXO) as complying with the Florida Building Code NOA-No. 20-1007.08 MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FEIC 2014 GLASS D.L.O. DIMS Expiration Date 03/20/2024 D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 1 1 .000" • • • • ° t� ° LX• ° • • • • D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" • By • •�7 • •��• • • • • Miani-DaroPriluol CoptrQl • • • • • • • • • Is• 0111111111//l7 DEC 3 No. 23 •:• ••: •:e ••;OTE: ••• - yh ti7 • • • • GLASS CAPACITIE4 ON THIS SHEET ARE • • • ° ° •BASED ON A.lrM•E1300-09 (3 SEC. GUSTS) s Bo • • • • • • • • AND FZ(j%DA F�.TiLDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 %,s''•oR1oP..•�\`� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • toy®u z^ m Z n Q d S jo 01 WN� V�N� of > m7 O Qaoo° Q Ir W ? O N U.W a = o J 0 0 Q WOE . ❑rowing no. W12-08 9/16" MIN. THROW BOLT PENETRATION O EN 1/2' MIN. THROW BOLT PENETRATION 1 I I I I I i I I I I I 1 I I I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING a N 7 v � GLAZING OPTIONS SEE SHEET 1 PROPERLY SECURED 2BY WOOD BUCK EDGE DIST. iBY WOOD BUCK OR EDGE DIST. WOOD STRUCTURE SEE NOTE SHEET 1 METAL EDGE EDGE DIST. STRUCTURE t w O f N N O f N w � TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS h SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING a fsl OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 'ECO WINDOWS' STSUSTAIN LADS IMPOSED BY GLAZING SYSTEM AND TRANSFER [THEMTO THE BUILDING STRUCTURE. F k (''1 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/C DIA_ I_IITRAcc N+ R_y 'DEWALT' (Fu=164 KSI, Fy-148 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU iBY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) I I I I i 1 I I t I 26 2 i I I I I I 1 I I I n.o � EDGE GIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING _____ ___ _______ - I I I MIAMI-DARE COUNTY APPROVED II I� CLIPPED MULLION �I �I SEE SEPARATE N A Ii II II I.___---___ 2 0 w TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECTLY INTO CONCRETE OR BLOCKS PRODUCT REVISEDas complyingg with the Florida 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) BuildingCode 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) NOA-No. 20-1007.08 Expiration Date 03/20/2024 #14 SMS OR qFIF DRILLING SCREWS (GRADE 2 CRS) By 15�•2 I• L6,nJ. INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR Miami -Cade Product Control INTQ 41ELA6 •ST%JCTuRES•(HEAJ/JAMBS)• (4) THREAD,•MW. WENFaTRVi0jj BiYOp{D IUBSTRATE ALUMINUM: 8" !*. 1E11N! (6E634LT5•MIN.) STI'Eil 1/&'•TH�. ,jIN.�(F j=�3��CSl �I�.) (lfWL INIC•NIOACT V•T• ALIJWNUM 410 X. POWD OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. Il •'ITfO ti" :D STR1 j_1RE•? � " MIN. 0 DEC 3 Q 2020 ONTO METAL STRUCTURE • 3/4" MIN. • • • • • •OOSATOIEAD OR•1019: SGr = 0.5L MIN. SCONCRBFE AT HE" SILL OR JAMBS Ode• 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ••• • • • • ••• • • • r • • • • • • ••• • • • ••• • • N U m J v o J S � m fn :2 n W to w tr (n N ,0 3L M 01) J Z3� m 32 o M N 00 w W ro m k' DOOR DETAILS $ c g \\\\1111111/f�y O I No. III ®•• 8 O ^ (y \..st.. drawing_ n0. W12-08 1/4" MAX. SHIM © CONCEALED FLUSH BOLTS D 1/4" MAX. O 3 LEVERS AT STILE FACE SHIM 1BY TYPICAL ANCHORS W00D BUCK SEE ELEV. FOR SPACING I } ACTIVE LEAF I7 N 0 ••�' TYPICAL ANCHORS SEE ELEV. FOR SPACING ll —jr- 3 25 23 EXTERIOR 9 9 D.L.O. METAL STRUCTURE 37" MAX SEE SPEC SHEET 4 LEAF WIDTH LOCK OPTIONS 39 3/4" MAX. 01 OR #2 (OPTION 2 SHOWN) SINGLE DOOR FRAME WIDTH SEE SHEET 7.1 FOR DESCRIPTION TYPICAL FOR 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY PRODUCT REVISED INACTIVE LEAF as complying with the Florida • • • • Building Code • • • • • • AC LEAF • • • �h•—•—•—•� NOA-No. 20-1007.08 26 • • • •• •_) Expiration Date 03/20/2024 • • • • • • • • • By I51u7 6 a" - • • • • • Miam ade Product Control EXTERIOR • • s—•—• • • • • • • • • • • • • •. • • • DOUR DETAILS LOCK OPTION 91 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" MAX. - Uo N O Z q n a m000:00 o wN IL a It O 0�N^LL a O M C l a c d Imwo Q W -LL N U. J�mQ� J Q wmi� C=� N J m J I g 93 p to w � W F- 1 N w w r � N n� S � LM N O 0 OM N t0 N J M O C)Q U) C� iR5 nrn—m-� DEC � ��•'' t.\CENSCc•�i � , �a 3; on 202Q _ No. e+223 DEC Of�/` Q 9T J,� :.(y � drawing no., �i •'•.jPCORIOP�.•' �� W12-08 TYPICAL ANCHORS SEE ELEVATIONS EDISFOR SPACING DDGE T. GLAZING OPTIONS SEE SHEET 1 1/4" MAX. O SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as comp)ying with the Florida Building Code 4 °A NOA-No. 20-1007.08 Expiration Date 03/20/2024 By I51-2 f L6„k 2 MlamFDade Product Control O 22 x a � \ c EDGE DIST.CAL ANCHORS KSTYEPE, ELEVATIONS FOR SPACING EXTERIOR D.L.O. 42" AT 86" HT, 37" AT 98" HT. • •• • • • • ••• • • . • . • •• as: •• • • • •• 1/4" MAX. ... • • . • . • • • . . • • • • • as • • • • • • • • • • ••—• • • • • �SIUUfTE DETAILS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1BY WOOD BUCK N 3 TYPICAL ANCHORS W SEE ELEV. 00 FOR SPACING w n No. PAC 30 n � ®••. ST F � (y` drawing no. ITEM N PART @ REQD. DESCRIPTION MATERIAL a0 N 2 OZ hm q a W 2 N Q n I 4 g �N`. h g 0 W o N Q' o I O U N u ^ V p W i a0FM o 0 IL aF w0�y� OJ N IY Z Q W z LL N 7 0 Q W Off h O V o z J m m U w F- W } cr z (n N of � s M m O OO�N 3z�oo g NJ M ti 000 j W co r O s T W I' c r o PRODUCT REVISED u " °' a H as complying Building Code with the Florida SEALANTS: NOA-No. 20-1007.08 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Expiration Date 03/20/2024 SCHNEE MOREHEAD JM5504 SEALANT, c o $ Miami -)ado Produ;tt Cao W � a o • • • • • • • • • • • 111111111// � NO. 23 n ••• ••• ••• ••• • • DEC • • • • • • 000 • • • ®•.• 8TA ({� drawing no. •• • • �� x0.RID,.•\?� SS. W� 2_08 �0NAL,,,, `` sheet 7of 9 MANF./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 8063-T6 - 2 E602 - FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 4 E604 - SIDELITE TOP &BOTTOM FRAME 6063-T6 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - 5 E605 - SIDELITE FRAME JAMB 6063-T6 - 6 E606 - SIDELITE SLIP ON JAMB 6063-T6 7 E607 - LEAF TOP &BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REOD. SIDELITE MULLION REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN k ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN @ ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 �12 SMS AS REOD. FRAME ASSEMBLY SCREWS - - 23 Q12 X 3/4" - HINGE INSTALLATION FASTENERS - fH SMS 24 - - 3/8" DIA. THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPOM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - CLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DL01 RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01 WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 N10 % 3/4" 2/ ADAPTER FH SELF GRILLING SCREWS - 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" % 4" LONG EPOM AT 6" FROM EACH END. DUROMETER BOtS 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPOM AT 6" FROM EACH END, OUROMETER 80t5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOCKS: oPnON N1: t' o M U ACTIVE LEAF OPTION N2: ACTIVE LEAF: /Iq tN n N 4 POINT LOCK ASSEMBLY DLO1-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM Z m 0 h 3 O1 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON F, w AND (1) AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM Q . n a THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' d 1 O w OIL ro 0 INACTIVE AF: 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL >N 'INTERLOCK MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE w 2 POINT LOCK ASSEMBLY BY USA INC.' LOCATED AT 10-5/8" FROM TOP AND BOTTOM 8 1/2" OIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS (:(0 H r dui i HEAD AND FRAME SILL INACTIVE LEAF, O 2! m THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS 'SULLIVAN c' R o LOCK LOCATED AT 42-1/2" FROM BOTTOM CONCEALED FLUSH BOLTS BY & ASSOC.' Q IL 0 QO .°� 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL O 0 ti MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE m R In OJ H OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM Q W D LL N LOCK FASTENED TO STILE WITH (2) M8-32 X 1/2" FH MS LL ? J O�Qj Q W 09 F 11 I i U o J \ U '�, I- LdLa N N c0 / So 30 0 "1 N \\ I \\ 3zwo \ i \ 0 oa ACTIVE INACTIVE ACTNE ACTNE INACTNE ACTIVE N w Ld 00: W � � � G u z o C u w _ PRODUCT REVISED as comply-y with the Florida w S Building Code NOA-No. 20-1007.08 Expiration Date 03/20/2024 w _ m $ •• ••• • • • • Dy ��Z I L4,^j• • • • • • • •• • • oo^'g�� H g - g -Dade Produ•t Codti%l • • • • • • • • • • • • • • • • vMiami o u o w HINGES: 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE �� ,^ PART /fFD-107 BY SULLIVAN & ASSOC. ��''�10ENSF''•, o 3 HINGES PER LEAF DEC BOTTOM HINGE AT 10-1/4" FROM BOTTOM • • • • • • • • • • • • • • 3 O Z09O = No. 3 o n a TOP HINGE AT 11-3/4" FROM TOP • • • • • • • :' - CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH 110 X 1" FH SMS • • • • • • • • • • • • • • • • •!y� o° v (5) SCREWS AT HINGE STILE • • • • • • • • • • • • • • • • • • • :� STA 0 drawing no. (6) SCREWS AT FRAME JAMB %�S'•.FCORIDP.•''�®� W 1 2-08 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 000 � .078 .625 p 1.6I125 1 -L 2.062 1 DOOR FRAME HEAD SILL .078 4.031 LH 7 LEAF 1.750� I 4.750 TOP/BOTTOM RAIL 519 .803 .04I5 1.047 H- a GLAZING BEAD 5/16- GLASS -^i �.394 .8'103�-�{I�� =,p50 30 �{�.1 .803 .045 �1.172 F^- BEAD 15 GLAZING BEAD INSUL. GLASS j�1.500y I I PRODUCT REVISED TMI as complying with the Florida .062 Building Code NOA-No. 20-1007.08 8 LEAF W'STRIP ADAPTER Expiration Date 03/20/2024 sC-7 ,094 Mlaml-Dade Product Control .312 ,aa2 1.58a a LEAF ALIGNMENT BRACKET 750� 281 375 �Ic�hIII .125 1.574 "'"1 f • 125 3.781 GIIJII 13 LEAF CLAMP HINGE BACK-UP PLATE • • • • 1B • • • -•'j '•2�0 j'- O • • • • • �{ 719 SIDELITE MULLION REINFORCING 0- • • �� • • • • • 11111111111 /17j ��.•''UGEN3F •'•, 4.188 • • 678-^ • DEC�•' • • v-•y = v OR • • • • • • • • 3•. STATE •'�4v �i��e�.•CIOP.•� 6 SIDELITE SLIP ON JAMB ,7r7/�oNAL1��`` Q Z Q f 2 d' '0 d W n O N �m OGy V 0 (7a¢mOo C 0. a Z 0 Q w LL U.r.Zm_o C f Q w i '1 n J N a 0 x n H 6 S J -�{�� 1.047 an GLAZING 7/16" GLASS 7.531 7A 1.507 I .078 8.250 4.000 F4.719 4.781 L OBY SIDELITE 1.-=•I 507 1.750 TOP & 1.625 a 4 1 .078 BOTTOM FRAME 078 � 1.750 ' 507-� 4.000�'312 9 LEAF HINGE STILE 3.719 `'' U m J c0 V) Ld n I-rj } 3 :S- N O w Z 34 3 z o N J � W ai0 m- 5.344� a.0oo� 2.081 1.750 1.507 .078 10 LEAF LOCK STILE F-1.750-�I BOTTOM RAIL 329 078 I-71- k-- --�i i 1.812 z FRAME COVER I 9" F 3.719 8.281 1.507-1 .078 T900o •• ••• • • • • • • • • •• • • • • • �• • } hr 5.344 o7e 1.507 1.750 2.081 0 d W3 0 A� S o 2 z $ -1 r687 r .050 1.197 I II_ 1 .154 16 SNAP COVER F^ 4.000--d 11 LEAF ASTRAGAL STILE 4.0 00 .078 1.500 �`•'{� �i .625 - 2.097 1.500�.719 r 4.000 � 1.507 LA �- 5 SIDELITE FRAME JAMB is 0 m8 o S $ f ^o $ v o c 0 o W ^ n O o a • • • • aA 'C00 • • • O SIDELITE 9" BOTTOM FRAME drowing o 3 DOOR FRAME JAMB sheet $ of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 22 22 �U 0 Fz2.� JL IL o 0 > m Or ImCm O 0 aaa .AI tlI NO I K K 2 0 N W LL N _p m J z 15 J Qw0Sk O U o o J g N DOOR FRAME CORNER W n W F- w V)� z (n N 'o m SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNR 3 0� N 0 10J 3 Z} o N J W 000 V WOJT O 2 m W L a o w F " PRODUCT REVISED $ k qh as Complying with the Florida v S g n u Building Code Y NOA-No. 20-1007.08 Eapiratlog %ateqMW03 • • • . • cIm By;Zti„�°Miami-0ta Prodra� C�tryl • . ... • d o• ••• •• • • • .• `i 1R111111g1// O �Ir.,OCEN3F• /� •" o • DEC 3 0 2Q20 �r Na. 3 • •• • • s • • • • • ••• • • • • • •�•. STA O ({�� drowing no. LEAF CORNER ss• ORIO►.•"G\�� W 2_08 9 • •• •• • • • •. •Y M IAM I•DADE MIAMI-DAD E COUNTY 0 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 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.miamidade.mov/economy ECO Windows Systems, LLC 9114 N. W.106t' 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 Sectio n (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 incurthe 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" Aluminum Sliding Glass Door w/ Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No. W13-49 REV E, titled "Series- 700 Alum SLD. Glass Doof (1•'1.)", • sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised -on 0 1 /12/21? signed .' and sealed by Jalal Farooq, P.E., bearing the Miami -Dade County Product Control Revision"al4rwith 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 Reinforcing, glass types and anchor capacity charts in sheet 5. Extetier (positUl design ...... pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Lowgr design Pressure from • . ..... . charts applies to entire system. • • • • 2. See approved configurations in sheets 1 thru 4. The max frame area of alternate sizes not fo ex&ed tested fPame ;... •; area per FBC requirements. • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's 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 maybe 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 revision #18-1220.09 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. 21-0114.11 �MIAMI�-DADECQUNTY Expiration Date: March 20, 2024 Approval Date: March 11, 2021 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 (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 file # 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. Iliana Sanchez, test report Author. C. CALCULATIONS *see 1. Anchor verification calculations and structural analysis, complying witItF$,C;2014'(Sr13,Edition�,- • •; • prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, 201Y, -Si ned '. ...... . and sealed by Javad Ahmad, P.E. ...... .. ; • • 2. Glazing complies w/ ASTME-1300-02, -04 & -09. 0 0 .... .. D. QUALITY ASSURANCE 0.0 • �; • • 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.;.*Pu%ont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer"' .Ailing on 12(11/16.: • • • •; 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.VVU19ont 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(51' 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. 2. Evidence submitted under previous approvals A. DRAWINGS 1. Drawing No. W1349 REV D, 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 JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0114.11 Expiration Date: March 20, 2024 Approval Date: March 11, 2021 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 1. Statement letter of conformance to FBC 2017(61h edition) prepared by Al-Farooq Corporation, dated JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 15-0612.05, expiring 03/20/2019. 0 * 0 0 .96 2. Evidence submitted under previous approval. ' ' "" " 00 A. DRAWINGS •••••• •• •••••• 1. Drawing No. W1349 REV D, titled "Series- 700 Alum SLD. Glass DooY'(L'.M.I.)", shdets 1 ;....; through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and GC reviseii'e; J-AN 2%• • •' 2018, signed and sealed by Javad Ahmad, P.E. ...... .•:..' B. TESTS1. ' • " """ . . 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 #18-0129.13) 1. Statement letter of conformance to FBC 2017(61h edition) prepared by Al-Farooq Corporation, dated JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA # 18-0129.13, expiring 03/20/2024. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0114.11 Expiration Date: March 20, 2024 Approval Date: March 11, 2021 E-2 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New Evidence submitted. A. DRAWINGS 1. Drawing No. W1349 REV E, 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 01/12/21, signed and sealed by Jalal Farooq, 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. DVrpjlt DE Nemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass•intexlayer" Ifew eer ***see "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. • • • • • • 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (%rmer E.I. DuPont DE Ncmours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", expirjijg,on 07/4121 • ; • • • • F. STATEMENTS • • • • • • 1. Statement letter of conformance to FBC 2020 (Th edition) prepared by Aj-, W. -Wq Corporation, • • • • • dated 01/12/21, signed and sealed by Jalal Farooq, P.E. ; • • • • • • • • • • G. OTHER •••••• 1. This NOA revises NOA # 18-1220.09, expiring 03/20/2024. • Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0114.11 Expiration Date: March 20, 2024 Approval Date: March 11, 2021 E - 3 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 SEE CHART bl ON SHEET 5 FOR GLASS CAPACITY AND REINFORCING REQUIREMENTS. STEP 2 SELECT SILL TYPE FROM SHEET 7 AND LIMN EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL. STEP 3 SEE CHART jl2 ON SHEET 5 FOR ANCHOR CAPACITY. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 THRU 3 SHALL APPLY TO ENTIRE SYSTEM, DAYLITE OPENINGS WIDTHS: FIXED STILE -INTERLOCK = PANEL WIDTH - 7.125" INTERLOCK -ASTRAGAL = PANEL WIDTH - 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 6,50" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIFS-700 ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2020 (7TH 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 2020 FLORIDA SLOG. 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. 5" MAX. HEAD CORNERS C� CLUSTER OF Jf 6 ANCHORS — AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY 96" INTERLOCKS li �I WITH OR WITHOUT REINFORCING SEE CHART #1 I I I, / II 1� 17 I' �I C / I� 'I I i I� I, I� II I 1 I, ,I I I B I PRODUCT REVISED as comp)ying with the Florida Building Code .A -No. 21-0114.11 Expiration Date 03/20/2024 By 1;"? 1 Z 4 1, Miami -Dade Product Control 41 3/4" 41 3/4" m � FALSE MUNTIN D.L. OPG. D.L. OPC. 4 Z OPTIONAL N U 48 7/8" PANEL WIDTH 48 7/8" PANEL WIDTH ~u' s MAX. LAMINATED GLASS I }' MAX. •• r'✓. • • • l-a—t •• �0 INSUL. LAM. GLASS C IINVS0 • • • •SII • �'� Q. LARGE MISSILE IMPACT • • • • • • �cr S • '� • • • • • • CLE Or • • • • • • • SEE•S�iEE6 ORS it • 3 FOR CAF'ACITT • • `JV`��aL••! Or - TYPICAL ELEVATION No.81223 ••• ••• ••• • ••• • ••OX ' • • • • • • • • • :nLTEJNITE SIjE UryTS: ; 1 2 2t1� I s of • • • • •IIIAX. eFRI*E ARE/* OF DCiJp�y RS•NOT TO EXCEED •Q/W• • • •THE TESTED FRAIfi•,iEA CO 72 SO. FT. i •'•.�ORIDP.- ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• �o w I n m 0 hm Z ry Q �. O m 2 0 W ^ o a d N x Q' O W n 0 mp Cf Vo�M (L 00 a N O h N a Q(r=On LLZV) JDWa Q W 01 f _j n J v w R w z V) � rD IN iD Oo O� Z J m $ 3z� W O NJ n z U N ow W rog ^ Q e D o � draw ng no. W13-49 CLUSTER OF 4 3/6 MAX. 13" MAX. " 6 ANCHORS, AT INTERLOCK/ASTRAGAL ENDS q� HEAD TYP. SEE SHEET 5 FOR CAPACITY NERS ,=-- `J INTERLOCKS WITH OR WITHOUT 1 ------- REINFORCING SEE CHART Q1 II 11 H it l o a: f d II II �V> CV.J I I II II II ,I 11 II II II II II 42 1/16" 42 1/16" I m w FALSE MUNTIN OPTIONAL D.L. OPG. D.L. OPG. ¢ in 49 3/16- 00 49 5/16" PANEL WIDTH PANEL WIDTH ASTRAGAL INTERLOCK � 5" MAX. SILL 13 MAX. 0 • •LU`.i F��F • • • ANCHORS • • • • CORNERS SILL ��Q, •`6 • • • • • AT INTERLOCK/6WACR1- r{•IDS• • • • • • TYPICAL ELEVATION • SEE SI•EiT E•F11: CR'ACf • • • • oxx •• •.• •• • • • •• ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO f.WfED • • • • • • • • • • • THE TESTED FRAME AREA OF 110.7 SO. TT. • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as compiying with the Florida Building Code NoA-No. 21.0114.11 Expiration Date 03/20/2024 By 1;L.7I.,4—L. Miami -Dade Product Control F No. 81223 v�Q�A L 202i 1 ��®•' $T drawing no. CLUSTER OF 3 8" 6 ANCHORS 4 MAX. �^ 13 MAX. / AT INTERLOCK/ASTRAGAL ENDS ATYP. D HEAD SEE SHEET 5 FOR CAPACITY NERS � y 1�. WIDTH N FF I I INTERLOCKS INTERLOCKS t I I WITH OR WITHOUT REINFORCING I 'I __II__ -�--- _i ----- WITH OR WITHOUT REINFORCING SEE CHART #1 II II SEE CHART 1 III I'I F it �' H � - - r - D i% I; %% D K o O d a II II II �� V II II C/I� II II ,I 1, II ,I II I, II II it I, II B I , PRODUCT REVISED as complying with the Florida Building CCode NOA-No. 21-0114.11 Expiration Date 03120/2024 By Isw•7I.L4, Mlaml-Dade Product Control 42 1/15" L 42 1/16" mw Z FALSE MUNTIN D.L. OPG. D.L. OPG. � 0 OPTIONAL 49 J/16" PANEL WIDTH 49 5/16" PANEL WIDTH INTERLOCK ASTRAGAL INTERLOCK MAX. • ' 13" MAX. � • • • • • • • • • (•USTEP OF CORINERS SILL 5 �Q' • • TYPICAL ELEVATION • • • • • •C•ANWORS • • • !• IN•ERLOCK/ASTRAGAL ENDS • • • • • • • • 61E SH•ET 5 FOR CAPACITY OXXX •• ••• •• • • • •• ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA a T44 %-%FT. • � • • • � � • • • ' JAN 1 2 202i .. . • •• . • . . . .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . i No. 812 $ S'd �: QSF TA drawing n R1o. 0p•�� W13-49 2 o: S 0 i t DOOR FRAME_W_, A _ D w o- 0 oB OX (SHOWN) x0 xx DOORFRAM �� H CG- D b o- B OXX (SHOWN) XXO DOOR FRAME W _•MOTH _ A ©- - C D b 00 8 0 I OXO (SHOWN) DOOR FRAME WIDTH C D B OXXX (SHOWN) OXXO XXXX APPROVED CONFIGURATIONS © O O INTERLOCK • • • • • • • • • • • • • • • • • . • • • . • • ••• • • • ••• • • _ �o w m a I r7 NOTE: Z n m 0 J 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Q a N REQUIREMENTS SEE SHEET 5. C O O `, 0 0 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. 0 W a m a " 0 0�� 0 DOui ri Oao<° � o N N O n Q W 7 LL a m J 0�¢ Q W M PRODUCT REVISED O as complying with the Florida :eliding Code '' o U ,� NDA-to. 21-0114.11 ... -� J m Expiration Date 03/20/2024 0 By Isw•1 I. 0 V) N Miami -Dade Product Control w V) w i V)-,o M a Q 00 N Z m 0 3� 3 N O oQ N W m: ��'; •''�CEN3F' /� i a No. 8122 S$ e JAN 1L ZUt1 ® '•, 3TA F B.L� drawing —49 no. 1. RT 49 DESIGN LOAD CAPACITY - PSF (GLASS) AVERAGE PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES GLASS TYPES 'B' '11' GLASS TYPES 'A' 'A I' WITHOUT REINF. WITH REINF. EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 48 54 82 70.0 80.0 70.0 IT 70.0 80.0 70.0 80.0 70D 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 62.2 71.1 30 36 42 48 54 84 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 62.2 71.0 30 36 42 48 54 90 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0V1. 70.0 80.0 70.0 - - 62.2 30 48 54 96 70.0 80.0 70.036 70.0 80.0 70.042 70.0 80.0 70.0 70.0 80.0 70.0 80.0 - - 62.2 1 71.1 30 36 42 48 98 70.0 80.0 70.0 1 80.0 70.0 80.0 70.0 B0.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 B0.0 30 36 a2 48 102 - - 70.0 80.0 - - 70.0 80.0 _ _ 70.0 80.0 - - 70.0 80.0 30 36 p8 10842 - - 70.0 80.0 - - 70.0 80.0 - 70.0 80.0 - - 70.0 80.0 3/16" HEAT STREN'D GLASS .090" Interlayer �SentryGlas By Kuraroy America, Inc.' F-3/16" HEAT STREN'D GLASS ` VNi 23 I! II \ I! I! SILICONE OOWSIL 899 I o_ \ / w \ \ 29 / GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS PRODUCT REVISED as complying with the Florida Building Code NoA-No. 21-0114.11 Expiration Date 03/20/2024 By I su•2 L Lk„k MIamFDade Product Control 3/16" HEAT STREN'D GLASS 090" Interlayer Trool PVB �sil By Kuraray Americo, Inc.' r-3/16" HEAT STREN'D GLASS a II !I SILICONE DOWSIL 899 I I E] I o \ � dGLASI \ / 7 \ 29 / F S TYPE 'D' 7/16" OVERALL LAM. GLASS 6 LOAD CAPACITY - PSF (ANCHORS) AVERAGE PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES 8 ANCHORS AT YTG. SOLE ENDS EXT.(+) INT.(-) 30 36 42 48 54 82 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 30 36 42 48 54 84 70.0 80.0 70.0 80.0 70.0 80.0 70.0 50.0 62.2 71.1 30 36 42 48 54 90 70.0 70.0 80.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 30 36 42 48 54 96 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 30 36 42 48 98 70.0 80.0 70.0 80.0 0 0 30 36 42 48 102 0 0 V70.080 0 0 30 36 42 48 108 0 0 70.0 80.0 70.0 77.9 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS Uo a n 3 Z m .090" Interlayer a 0 H SentryGlas By 'Kuraroy America, Inc.' H m Q f ? N a al 3/16" HEAT STREWD CLASS a O wa N ` N 0 O � d W W oF � I. \ 23 ! \ I! ! 3 / II II II 26 \ 00>m aQ N SILICONE C C p It II OOWSIL 899 i(r 0 Ln O II -1 I IL.iofm Of 0 \ / JZ0aj M Q f ' \ \ 29 /CARDINAL %L W C EDGE SPACER ST. STEEL _ GLASS TYPE 'Al - g J u 1" OVERALL INSUL. LAM. GLASS d � J m g N 3/16" TEMP. GLASS rn � o W v 3/8" AIR SPACE � N w LL 3/16" HEAT STREN'D GLASS i N .090" Interlayer Trosilol PVB m By 'Kuraray Americo. Inc.' Q oo HEAT STREN'D GLASS Z 31+J- F3/16" 0 3 z� o w 0 W �E H. n 23 II II I! \ / U 28 \ O III II it SILICONE I! II it .-DOWSIL 899 it I o u m o \ / c� \ w \ 29 CARDINAL %L _ k o EDGE SPACER w v a k ST. STEEL o p S GLASS TYPE 'BY 1" OVERALL INSUL. LAM. GLASS 6 •• • •• ALL EXTERIOR(+) LOVS•• SHOWN•W*• CjkRTi• AeOVE•AR: • • GLAZING OPTIONS FOR DOORS WITH 2-0/4" SILL HiGHTS• • • • • • • 17 FOR 2" SILL HEIGHT LIIRIT EXT.(4f LORDS RO 417.00PSID • • • DOORS WITH 1-1/8"•Sy.L• H44T: AAAT A*P;4VEQ FC: • • • INTERLOCKS WITHOUT REINF. INTERLOCKS WITH REINF WATER INFILTRATION RESISTANCE SEE SHEET 7 FOR DETAILS NOTE: ••• ••• ••• ••• • • SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. • • • • • • • SEE CHART b2 FOR ANCHORS CAPACITY. • • iGLAS • • • • LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. • • • GLA56 CAPaCITiE•L ON•TH5 SHEET ARE • • • • :3AsEb•C1N AST``^^'' ��yy13Qb� b9 (3 SEC. GUSTS) AND FLORIDA BU�LUING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �� A3 8Fi No. 81223 $ y JAN 1' 2 202idroWing no. �X J0 W13-49 1BY 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. TYPICAL ANCHORS' SEE ELEV. FOR SPACING — — - AT HEAD - — — — — — -1 TYPE 'A'- 1/4" DIA ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy-148 KSI THRU 1BY OR 2BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" DIA ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED TYPE 'C'- 1/4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 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)— - - — — — — AT SILL - — -- -- — — TYPE 'B'- 1/4" DIA. ULT�CON+ BY 'p�ALTDIA. ULT�CON+ BY 'DEALT' (Fu-164 KS1, Fy-148 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED L — — — — — — — —— r — — —AT JAMBS- — — — — 'DEWALT' — I TYPE 'A'- 1 /4" DIA ULTRACON+ BY (Fu-164 KSI, Fy-148 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN, PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4'. MIN. EMBED INTO CONC. OR BLOCKS . TYPE 'B'- 1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu-164 KSI, Fy-148 KSI) DIRECTLY INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 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 EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN, INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS i'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Vrn = 2000 PSI MIN. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 21-0114.11 Expiration Date 0312012024 By I; "7 I. Z611J1 Miami -Dade Product Control �v to Zm m 0_ Z M N F"w Zn W G 01 C wN a LL O � Gwe/ (7CCo M ° 0aOoaap 0 4 t ¢ d Az0 o Q W 7 LL N J 002 Q wmE� f • • • • • • • • • • 11111i111/i O ��.•''00ENSp � e •e• •e• ••• ••• • • _ e • • • • • • • • • • • • • • 0• e • • • • ••• • JAN 1, G 2u2 i .A `• ! �e ®(�' O &(/ �.�g�; �<o... P_'�Cy°�� drawing no. W13-49 ••• • • • ••• • • TYPICAL ANCHORS SUCK ^�� tocc rvulc �nau �� METAL a _ , STRUCTURES 'EDGE D15T. .° �`1/&• .CONCRETE 1/8" THK. M --? S1rAG�ERED I ° 3 KSI MIN. EDGE DIST. 3-1/8" (SEE SHEET 6) . v STAGGERED U U v U I v I J( IIUII � � 2 TYICAL ANCHORS SEEPELEVS. FOR SPACING BEARING SHIMS la iED & HARDENED STRENGTH GROUT 13 -SHRINK, NON-METALLIC 5000 PSI MIN. ems•• •• •IV • • • 04 J N N NOT APPROVED IMIT MAX. LIMIT MAX. FOR WATER RESISTA� R • .(+) LORR7• • • •T.(+) LOADS • • 10�47.0 PSF � • Tb 70.0 PSF 0 SILL HEIGH;,VS•WATER RELCTACF EXT4) 04; • SEE•SHEET S CHART 1 FOR DOER CAPACITY* • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 w ___________ _____ ________ ___ rr ___ ____.�-I ____ __ _____ _�I _SEE_ m a I n_ Z w m jMIAMI-DADE COUNTY APPR'D MULLION I 3 I� SEPARA__TE NOA_ O h y m °' (SEE SHEET ) f W e a �I 3-1/8" I� li STAGGERED jl Q a C n �: 0. `, 0 a 0 I I IL__ ____ d O ~ LL O U N r 0 LaP. w a f, 1-0. oF o dq+ O TYPICAL ANCHORS SEE ELEVS. m p 'a a W n FOR SPACING LL Oi PRODUCT REVISED J 2 m a w Q w m as comp Ing with the Florida 8ullding ode NOA-No. 21-0114.11 g Expiration Date 03/20/2024 d U J By 15L-7 0 N 0 Miami -Dade Product Control �>j (n li N : n H WEEPHOLES: } LL W1 = 1-1/2" LONG NOTCH AT EACH END. 5 N W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS - 3 L , AND 36" O.C. pro J m Z W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS o 3 3 Z>- AND 36" O.C. w o W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS w 0 N J 00 AND 36" O.C. N W 00 M O PILE PADS: P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH 5 P2 = SELF ADHESIVE PILE PAD 1" X 3/8" X 1/4" HIGH o o P3 =SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN - � 6 a 8 � 2-1/2" X 1" X 3/8" HIGH K P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 2" LONG X 1-7/16" WIDE X 7/16 HIGH F No.81223 \, JAN 1' 2 202i -O`•. ® '•, (y\ drawing no. '�•�`s;;;fco....P,'Cs® W13-49 � tY o w � n PANEL WIDTH QTYP m SEECAL ELEV.NCHORS REINFORCING n W z FOR SPACING SEE ASHEET 5 O FOR CAPACITY O D.L. OPG. O TYPICAL ANCHORS asSEE ELEV. Rcoomptying with the FODUCT lorida �, p t, m p P2 OR SPACING Building Code 5 %A -No. 21-0114.11 O�T��LL ° Expiration Date 03/20/2024 a a r By swZ l Lb.,a O X 00 2t ml Dade Product Control O a`Iq 0 19 �t �'NO Z n o 22 ro a Wzm m f r v �p a m 17 INTERLOCK 6 2BY WO BUCK OR N Ld n .. a w.<> 21 EXTERIOR 3 o WOOD ST CTURE SEE NOTE HEET 1 z � w o LL u D.L.O. P3 N 3 L M N O o PANEL WIDTH Z 00 m 0 3Z 3 1/4"MA%. DOOR FRAME WIDTH (SEE Dp TABLE) 1/4 MAX. SHIM W O N "' 00 v SHIM N W 00 m r c 0 N o 0 •• ••• • • • • • •• C 0 W 0 o • • • • • • • • • • • IT 1111111/j O � rc ••• •.• • • • •• • • • ••• • •.• • • • • • • • _ JAN 1 2 202 � '•, SATE r(q/� o drawing no. •• • • • • • RION sheet 8 of) 2 �111111111 ��\ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �O U m PANEL WIDTH REINFORCING I AS REDD. PANEL WIDTH SEE SHEET 5 Z m J FOR CAPACITY 0 Z V I D_ LOPGP3 © D.L. OPC. O P2 O Q _I 4 5 a' op`o 0 6 7 TYPICAL ANCHORS 0 dSEE ELEV. ry M U __. ry ........ FOR SPACING 0; O AND QUANTITY 0 N O'Oza 8 0 .... ...... N "0 ..., 22 o Ir z J 00 ID • zM- W I 11 ! P i?}i:i:i: F.irii:- 9 METAL 27 STRUCTURE = U N ASTRAGAL INTERLOCK o J 6 17 m 0 0 o V) � n EXTERIOR D.L.O. 3 vNi W 27 N C a P3 w PANEL WIDTH Z (n� D 23 N 3 L M N DOOR FRAME WIDTH (SEE DP TABLE) 1/4" MAX. O TYPICAL ANCHORS SHIM O 00 SEE ELEV o Z FOR SPACING .. 3 zr O o J W U NJ h 9 PRODUCT REVISED 000 as complying with the Florida N W 00 m Building Code O .-No. 21-0114.11 Expiration Date 03/120/2024 MiamWade Product Control u o W t0 w 1 � zt 0 O .. ••• • • . . . •• Op _ • • • • • • • • •�oog cW m a U. O - n o� •.• ••• ••• ••• • • - No. 23 -, • • • • • • • • • • • • %�®'' g :.�� drawing no. • • • • • • • • 1/4" MAX. DOOR FRAME WIDTH '��zs�%��\\\ sheet 9 of 12 SHIM ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o w m M Z�, m O "m 1- f Z. N Q 2 e 0 I N a PRODUCT REVISED O O Q W N o O v U as °om Iying with the Florida Building Code a w w a NOA-No. 21-0114.11 d' LL Expiration Date 03/20/2024 m V w 15� By Miami -Dade Product Control C 6 O p ~ O -a O W n Q W N o IL Zw_ J02 ima w Q W 0 E O o ii J � v m m V) N N o U.I W z In (if io N LM N j O m a O Z_ m 0 3 32rn I W wU ONJv C, 0w J v W '0 w O SEALANT < o 0 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH as ~ WHITE/ALUMINUM COLORED SILICONE. `u t N C N - c • • • • • • • • • j1111111117�� `\ � \?CENSF'�� $ No. ? .. .. . W 13 — 49 ZONAL1�\\\ sheet 10 of 12 ITEM p PART p QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E701 1 FRAME HEAD 6005-TS - 2 E702 1 FRAME SILL 6005-TS - 3 E703 2 FRAME JAMB 6063-T6 - 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - 5 E705 AS R00. PANEL LOCK STILE 6063-T6 - 6 E706 AS REOD. PANEL OUTER INTERLOCK 6063-76 - 7 E707 AS REOD. PANEL INNER INTERLOCK 6063-T6 - 8 E708 AS REOD. PANEL MALE ASTRAGAL 6063-T6 - 9 E709 AS REOD. PANEL FEMALE ASTRAGAL 6063-T6 - 10 E710 AS REOD. GLAZING BEAD 7/16" LAMINATED GLASS 6063-T6 - 11 E711 AS REOD. GLAZING BEAD 1" INSULATED GLASS 6063-T6 - 12 E712 AS REOD. SILL TRIM 6063-T6 OPTIONAL 13 E713 AS REOD. 2" SILL RISER fi063-Tfi - 14 E714 AS REOD. 2-3/4" SILL RISER 6063-T6 - 15 E715 AS REOD. FIXED PANEL CLIP (CONTINUOUS) 6063-T6 - 17 E717 AS REOD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-T6 - 1B �10 X 3/4" HWH SMS AS REOD. FRAME ASSY. SCREWS 5T. STEEL - 18A b10 X 1" FH SMS AS REOD. PANEL ASSY, SCREWS S7. STEEL - 19 MB % 1/2" PH SMS 2/CLIP FIXED PANEL CLIP SCREWS ST. STEEL AT 3" FROM ENDS & 16" O.C. 20 p10 % 1-1 /4" PH SMS i/ ROLLER ROLLER INST. SCREWS - NOT SHOWN 21 WEATHERSTRIP AS REOD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL .190 HIGH BY ULTRAFAB 22 E235 AS REOD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB 23 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 6535 24 PR03-6005 2/ MOV. PANE -TANDEM NYLON WHEELS IN ST. STEEL HOUSING - INTERLOCK (1/2" MTG. SPACER REOD.) 25 E710 2/PANEL FIXED PANEL SKATE DELRIN - 26 b8 X 1/2" PH SMS 2/CLIP FIXED PANEL SKATE INST. SCREWS ST. STEEL 27 - AS REOD. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK 2g AS REOD. BUMPON (SILICONE SPACER) SILICONE BY FRANK LOWE 2g AS REOD. SETTING BLOCKS AT 1/4 POINTS EPOM DUROMETER 80t5 SHORE A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _ 5.059 1.824 3.562 �- .078 1.648 2.105 O 3.562 F. 125 .078 1.648 2.625 PANEL INNER INTERLOCK .130--{ .93� �62 F•-1.252 I GLAZ10 1' NSULIN LAM. BEAD GLASS -al .693 �- �� 0 w O a M 3 a O l rL 1.129 .078 ,312 1.998 I--1.998 O FRAME HEAD Z m m n � � w Q £ Z N .. Q Ir O H x G � N w LL V G j m Q'0. M °o C a c 0N N Q W 7 LL y IL Z No = n Q W O F F 'IF�' {I .937 .050 1.021 '06� 4�1.252--I EAD t 1 7/ 6- LAM. BGLASS .094 2.625 O PANEL LOCK STILE .210 1.047 .068 6 ,210 �•- I .068 937 1.047 i- .210- .068- 2.687 1.047.125 I 1- 1,998 1,471 1 .062 3.250 2.313 .078 3.562 F07. 2.105 1.648 - `' O J 5.532 O .062 t 998 JAMB Lt=121-J O PANEL TOP & BOTTOM RAIL 12 SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RISER O N z p o w & N N o � n w tD 4 N cp IS O oo Z 3� m 0 N J v ci w� J W °°:2 2.625 Ofi PANEL OUTER INTERLOCK PRODUCT REVISED as complying with the Florida Building Code NDA-No. 21-0114.11 Expiration Date 03/20/2024 ey MIamF-0ade Product Control --j .915 j- I I d 3$7 .149-� 1.54G I.o62 15 FIX. PANEL CLIP 2.248 125 1.494 .076 I YY__ .125 t7 INTERLOCK STIFFENER FRAME : p� O „ m N o W y o 0 --t.998 2.067 1.1}9 1.022 078 3.687 24 • l• 3.996 3.820 .078 3.437 078 � • • • • • • • • • • • • • • • 1.824 • • • • • e 1.648 ��,.•'vCEN.4'o' i No. AN 12 2021 9TA O lye cm.� l I lilt uci u W S W 3 S 5.274 ---� O FRAME SILL c '^ e o � c m � c ~ ` < < m o W 0 o $• drawing no. W13-49 2.500 . . • . . • • .•. O6 PANEL MALE ASTRAGAL .140 . 2.000-----1 O PANEL FEMALE ASTRAGAL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • lu o {� U n / O Z M W z / Q Z OR a 1, 0-1 ? N 0 N / V F N u ° w 1 O'O�m / paca� O W N Q W LL N IL2_O=n J 0 ID j Q w m f r O J n J n QI m g (n FRAME TOP CORNER laJ PANEL TOP/BOTTOM CORNER N 4 z N � ip O U1 p N 3 M n Jj Q WtI Z 3 y m PRODUCT REVISED N N WJ o as comp In with the Florida O 0 0 Building CCodde W m f F NOA-No. 21-0114.11 N Expiration Date 03/20/2024 By ISt-211_/r�.k Miami -Dade Product Control G e //j N '� c 0 b.. *a: 0.* FA • • • • • • • • • • • S A :y drawing no. FRAME BOTTOM CORNER ',�� \X\\\ sheet 2 of Z • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COUNTY01 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 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.miamidadLgov/building ECO Windows, LLC 8502 N. W. 80TH 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 Prodgit .Control Section that this product or material fails to meet the requirements of the applicable build{ng codd.....' • • • • • • This product is approved as described herein and has been designed to comply wtb'th: Florida Building •. Code, including the High Velocity Hurricane Zone. 966666 •' DESCRIPTION: Series "ECO-450" Aluminum Window Wall System w/wo Reiit'tbitement- m' L.` .I. ;•"' .... APPROVAL DOCUMENT: Drawing No. 20-03D, titled "Series Eco-450 Alu.�V ptlow wan. System • • ; • • . (L.M.I.)", sheets 1 through 8 of 8, dated JAN 16, 2020 and last revised on July 24,.2929, pregaij4Z} y Al- Farooq Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami-15ade Coufity Product • Control Approval stamp with the Notice of Acceptance number and approval d*t'6�: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 consists of this page 1 and evidence pages E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 20-0128.02 MIAMI-DADE COUNT' / Expiration Date: October 02, 2025 Approval Date: October 02, 2020 Page I ECO Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 20-03D, titled "Series Eco-450 Alum. Window Wall System (S.M.I.)", sheets 1 through 8 of 8, dated JAN 16, 2020 and last revised on July 24, 2020, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, 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 and Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 1618 6) ANSI-Z per FBC 1618.4.6.3 (Sample A-1) along with marked -up drawings and installation diagram of an aluminum window wall system w/ Entrance Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-9911, dated 01/18/2018, signed and sealed by Idalmis OrtegapP.E. •4, ... • C. CALCULATIONS • • • 1. Anchor verification calculations and structural analysis, complyin 1FBC Mtn' Edition (2020), dated JAN 16, 2020 and last revised on 07/17/20•prQpared 1w A4- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ' .... • • 2. Glazing complies with ASTM E1300-09 &-16 • • • • •' • D. QUALITY ASSURANCE •" • 1. Miami -Dade Department of Regulatory and Economic Resources` (R%A). E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® (Clear and White) Glass Interlayers", expiring on 07/08/24. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 71" Edition (2020), and of no financial interest, dated 07/24, 2020, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Testing Proposal #17-1071 issued by the Product Control Section, dated 10/20/17, signed by Manny Perez, P.E. G. OTHERS 1. None. 5t"7 1- Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0128.02 Expiration Date: October 02, 2025 Approval Date: October 02, 2020 E-1 x n x n x o O x x c - s m M U ✓I V J A tl tl 0 1 1 1 A 1 1 1 1 u u A e tl N / (PA p A 1 iv OPG. A tl k9a 1 1 D.L. WIDT _ SEE SHEET 2 Z 1 p ¢ / \ 4" MAX. 4" MAX' .� �-\\ 4' MAX. DEAD/SILL HEAD/SILL \ HEAD/SILL CORNERS CORNERS \ CORNERS JAMB ANCHORS 3 AT EACH JAMB SERIES 450 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WITH APPROVED LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM WINDOW WALL OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)' FOR EQUIVALENT LOADS IN 'LOAD AND RESISTANCE FACTOR DESIGN (LRFD)' MULTIPLY 'ASD' LOADS BY 7.67 (ASO LOAD X 1.67 = LRFD LOAD). I 1 I 1 MAX. MULLION SPACING TYP. SEE SHEET 3 ,--MULLION ANCHORS 3 AT EACH SIDE INSTRUCTIONS: USE CHARTS AS FOLLOWS. I ,--- 4" MAX. I ,,DOOR MULLION ANCHORS HEAD/SILL 3 AT EACH SIDE CORNERS JAMB ANCHORS__, PRODUCT REVISED 3 AT EACH JAMB TYPICAL ELEVATION as complying with the Florida STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 CHECK CLASS CAPACITY TABLE ON SHEET 2 FOR GLASS TYPE, CLASS DIFyEgP�Ny(W7jTH &•1EICH� • • • AND PRESSURE 1 A7!ACI Y. • • • • a • • • THE CAPACITY SHOULD EXCWD TH• •ES14N L-AO: •: • • • • STEP 3 CHECK WINDOW �A�J. SYS•iE•y CAj • AC• iY FOR NES11kO • HEIGHT AN nli • • •• SHE ET 3. D M•L• S"I." USRy•CFIAR— ON SHE THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 FOR SYSTEMS WITH UNANCHORED JAMBS, USING SHEET 6 • • DETERMINE•T�E•MINg & ♦W(• GAO 911f,:NSR RSO • • • • • • • STEP 5 THE LOWEST :ALUE RES•ULTING FRCP STEPS01, 3 • • • • AND 4 SHALL•APPL-6TO ENTWE SYOTEM. • • • • •• • • ••• • STEP 6 WHEN USING IMS ?YFjEM WITH DOORS. THE•LOWER VALUE OF THc DESIGN PRESSURE RATING FOR THE SYSTEM AND THE DOOR SHALL APPLY. • • • • • • • • • • • •• •• • • • •• 00 Building Code NOA-No. 20-0128.02 Expiration Date:10102/2025 By: _ 1 5,"7 1 - /_ S „ i Miami -Dade Product Control PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.I. THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. LARGE MISSILE IMPACT' 0 � U � J '^ In m � n W 3 V) W O b N N'a z 7 O On N o z31y�i m 3 wz W U�W� W f No.81223 drawing no. F �� Sealed:7/24/2020 �.�,SSi 0; 20-03D GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES 'GIL' k 'GIV D.L.O. WIDTH D.L.O. HEIGHT EXT.(+) INT.(-) 30-3/4" 33-3/4" 36-3/4" 39-3/4" 42-3/4" 178-3/ 45-3/4" 48-3/4" 11-,114" 4- 53/4" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 65.9 70.6 62.2 66.7 58.9 63.2 56.0 60.0 30-3/4" 33-3/4" 36-3/4" 39-3/4" 42-3/4" 45-3/4" 48-3/4" 51-3/4' 84-3/4" 7 75.0 70.0 70.0 75.0 70.0 75.0 70.0 75.0 65.9 70.6 62.2 66.7 58.9 63.2 30-3/4" 33-3/4" 36-3/4" 39-3/4" 42-3/4" 45-3/4" 48-3/4" 90-3/4" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 65.9 70.6 62.2 66.7 30-3/4" 33-3/4" 36-3/4" 39-3/4" 42-3/4" 196-3/4" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 30-3/4" 33-3/4" 36-3/4" 39-3/4" 42-3/4" 102-3/4" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). / / �st�Ass Sc�2E 6j • � IF k 62-r5 � %,. vJrSS A ✓Z� /� - �-ES5 itl /� of A SILICONE {G2a A-4�n ��ir` `_D 91 1/4" HEAT STREN'D GLASS e Interloyer Troadrosilol PVB By 'kuroray America, Inc.' 1/4" HEAT STREMD GLASS ¢p. � � F z m z 7 10 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0128.02 Expiration Date:10/02/2025 By: _ 1 s(~-7 1. Llr, Miami -Dade Product Control 791 i/4" HEAT STREN'D GLASS .090" Interloyer -Trosilol PVB By 'kuroray America, Inc.' 1/4" HEAT STREN'D GLASS r3/81/4R EMP.EGLASS G=:�A�CARDINAL DCESPACER ST. STEEL GLASS TYPE, Gil, GLASS TYPE G t i ••� i �•• • • {hAZING OPTIONS ••• • •• • • • • ••• •• •• ••• •• • • • •• ••• ••• • • • • • • • GLASS Sealed:7/24/2020 64 F O JN it 0 ' 0 VI)� 0 9" CY O1oa mild ILLzLO 0 g U c5 1 J � J m V) N 3 ~ � W M 3L")- a co i 0 a Z 3U 3 zY n O Cq R N WCOM k �_;.••'��cBNSF r o NoZ7. 01223 r10 aydrawing ` no. \,��n\ 1% 2 0 - 0 3 D JAMB &MULLION LOAD CAFAf,ITY - PSF JAMBS k MULLIONS WRHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'J l' MULL 'MI' JAMB 'J I' MULL •M'L' WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 36" 39" d2" 45" 48" 51' 54" 57' 60' 84' 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75,0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 36' 3B" q2" 45' 48" 51" 54" g7• 90' 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 - - 75.0 - 70.0 70.0 70.0 75.0 75.0 38' 3g• 42' 45" qg" 5i" 54" 96" 70.0 75.0 75.0 70.0 '75.0 70.0 70.0 75.0 70.0 75.0 70.0 74.5 70.0 75.0 70.0 70.7 70.0 75.0 - �- 70.0 75.0 - - 70.0 75.0 38' 39' 42' 45" 48' 102' - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 38' 39" 42' 45" 48" 108" - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70,0 75.0 JAMB & MULLION LOAD CAFACI'I'Y - PSF JAMfJS h MULLIONS WITH INTERMEDIATE HOR120MALS NOMINAL DIMS. JAMB •J I' MUIJ. 'MI' JAMB 'J 1' MULL 'M2' WIDTH (W) FRAME HEIGHT E1R.(+) IM.(-) Ll(T.(+) INT.(-) 38" 39" 42' 45' 48' 51" Sa' 5T 80 84' 70.0 75.0 70.0 75.0 70.0 75.0 J0.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 36' 39" 42" 45' 4g" 51 54" 57' 90' 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 73.0 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 36' 39' 42" 45" 4g" 51" 54' 96" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 73.1 70.0 75.0 68.2 6g.2 70.0 75.0 83.9 83.9 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 36" 39 42" 45" 48" 102" - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 709 75.0 36" 39' as' aa' - - 70.0 75.0 - - 70.0 75.0 - - 70.0 7s.o - - 70.o n.7 _- INTERMEDIATE W HORIZONTALS w@ 1 i �@7 M - o I ? w P i 4 O v O O �.. Wi �; 0 -_ _-•--- - - I+-Wi INTERMEDIATE U Q� HORIZONTAL$ O & 9 C w - __-- Q u�x ?fin ?ial _ _ u W 2 H - aZ-oZ a£D.l. " 9to Q W 01 i F Wl W2 W3 O - o WIDTH (W) = W7 AT FRAME JAMB I W1 I W2 W3 W2 + W3 w m WIDTH (W) = 'x' 17) AT FRAME MULLION 2 WIDTH (W) - W1 ' W Pn ! G �s 4.�� AT FRAME JAMB I`O) ., A 1q_ 1 1 i, 06 WIDTH (W) W2 + W3 3 ice- of AT FRAME MULLION 2 g to I.as LASS Alai: P. TRW � 3 rM s 0 5 n APP��-n prREA 0��/ o �12 V W O OO PRODUCT REVISED N W cos s i' J as complying with the Florida Building Code 70. NOA-No. 20-0128.02 Expiration Date:1010212025 By; o Miami -Dade Product Control - UNSECURED JAMB 'Jl' 1% IN-4 S% IN �3 --- 4.155 2.02 6 •• ••• • • • • • •• o o�-_-- t 2 1 • n • • • • • • • • o -- - - \1 J/ d • •-• • • • • • • • • • • • No. IJ7223 M111JJON 'MI' MULI=ON '161'• • • • • • • i% IN'4 Sx IN-3 IT Sx IN-3 io $7 .'��^ drawing no. 4.3758 2.127a AI.11, INUM • 4.175o 2.1274 • • • • • • �� 0 • ('j� 20-03D STEEL 1.2058 .7656 MULLION '�. �'S° � .�` M1&UN + N Sn % 2.97.aooa Sealed: 7/24/2020 7777jf 1111111 11�� sheet 3 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CAPACITY' NOMINAI. DIMS. NlTt10U'1' REINF. W'1TH REINP. WIOTN (W) FRAME HEIGHT FXT.(+) INi.(-) 38-1/2" 40" 41-1/2" a3' a4-1/2" 48" a7-t/z" 49" 84. 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 7s.o 70.0 7s.o 70.0 7q.B 70.0 75.0 S7' 36-1/2" 40" 47-t/2" 43' 44-1/2" 46' 47-1/2" 49" 90' 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 74.y 70.0 75.0 70.0 71.8 70.0 75.0 - - 70.0 75.0 - 70.0 75.0 - - 70.0 75.0 }7" 38-1/2" 40' 41-t/2" q3" 44-t/2" 46' 47-1/2" 98• 70.0 74.0 70.0 75.0 70.0 71.1 70.0 75.0 68.5 68.5 70.0 75.0 66.0 88.0 70.0 75.0 63.7 63.7 70.0 75.0 - - 70.0 75.0 - 70.0 75.0 - - 70.0 75.0 37" JB-1/2" 40" tt-1/2" 43" ad-1/2' 102' - - 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 y7' 38-1/2' 40" 41-1/2" 43' 108' - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 O ECO WDW. SYS.� w ENTRANCE DOORS SEE SEPARATE APPROVAL _ o W a /y °a� a ? I /° / 4 I^ 4ay S 0 A S2 1� 9 II IIIj �. y1 2 /tl, w IIN� + IR 111i "i �! U I,f1 m Y ILL I� '! A (ACM Pl Id 00CG f jij / 4 O°I tiO W1 W2 W1 W2 W g 38" MAX. 76" MAX. N O W1 + W2 - WIDTH (W) 2 WIDTH (W) = 2+ 4 J N PRODUCT REVISED w as complying with the Florida Building Code i M NOA-No. 20-0128.02 F- Expiration Date:10/0212025 S Li gy;_ Isc.2 1. Gb, 3 tN m Miami -Dade Product Control �" Z W ONJ O W tq w tin w O a 2 0 8 u 2 4 2 4 w rc ___ _ c •„ • • • • • • • • • • • P49RM4Wd9v B44R_NVI414N \��` ........... IIlLTL uDT._R6L� WLTF1 REINF• �� . ''uCEN3F •,=�j �\ s I% IN"1 S% IN�3 11 IN-4 S% ••• ••• ••• ••• • • _ N0.81223 3.9038 1.8241 ALUMINUM 3.9038 1.8241 STEEL 1.3398 3.6217 • • • • : - 1"S : : 1'Y TOTAL 7.7507 • • • • • • • • • v° I. AL6M + N sn x z.a • • • • • • • • • • • % ST O .<(/�� drawing 9 no. DOOR MULLION �'.,S� F ° �20-03D Sealed:7/24/2020 z` aneet 4 of B ••. . . • . ... DOOR MULLION LOAD • • • • . • . . • • • •• •• • . . .. •. TYPICAL ANCHORS SEE ELEV.-N EDGE DIST. 19Y FOR SPACING WOOD SUCKS n n .I TYPICAL ANCHORS 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 ELEV. FOR SPACING 1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu-164 KSI, Fy-148 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU iBY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 1/4" CIA, ULTRACON+ BY 'DEWALT' (Fn=164 KSI, Fy-148 KSI) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) N 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR j0 METAL �TRyCTjRE-.%EAI=/SI.PL/jA 9S) (jf THREADS•MIN.*It E*:TE%D 0JEY'QNC• METAL THICKNESS ALUM6NUM:%*18':TH:<. 0IN.:(6 j6')!tT5 AN.T) S1ctL: 1?'N'•THK.•MrIN. (G� = •T6 i(SI.1�N.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE • 10 C!I'PJRETE INRV BLC!I!3 = 2-1/0_)" M01. jNTO WQOD STRUCSURE _• �" MIN. :NTO -METAL STRUC-TURE*= 3/4' MI1i • • • • • • • • • • • • • •HOOD of HEAD, SIL• OR J/•1BS SG :• 6.G5 Mly CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 METAL o STRUCTURES 1 8" THK, o o Z - `� EDGE DIST. FZ � W 2 it 0 ® IL IL � G I O N Q r N n � \ TYPICAL ANCHORS V paV u1 >i ® C Q -SEE ELEV. 0 aL C'j K FOR SPACING 2� LL;6;St � yg T==(zyjNoI{p�'1IY�: ____ ____ _____ _ j MIAMI-DADE COUNTY j Q W OI f F II APPR'D MULLION II I SEE SEPARATE APPROVAL. I II II n o J � U O r C -{ 3 W W � Ci TYPICAL ANCHORS V)W SEE ELEV. FOR SPACING Z �3 N 0 ,D 3 to q �E O0N NV Z m 3Z� 0 PRODUCT REVISED as complying with the Florida �n WO( nrr o Building Code NOA-No. 20-0128.02 I III n Expiration Date:10/02/2025 By: _ 15- ,- 2 1. G4--_1, Miami -Dade Product Control V F'•. o I � - r _ No. 87223 $ �0••' ST 0, •<y: drawing a no. Sealed: 7/24/2020 ' 20-03D 1/4-20 X 2-1/2- MACHINE BOLT WITH NUT D SECURED JAMB AT 12" O.C. 1YP. TYPICAL ANC" O J( SEE ELEV. \ FOR SPACIN 2BY WOOD BUCK OR WOOD STRUCTURE I♦•LUILIVI A OUNSECURED JAMB 5A 1 } v MAX. FRAME GAP 4OPG. HEIGHT MIN.96_ 5/16" 3/4120" 3/6" 3/4" O SILICONE OOWSIL 790 DEPTH - 1/4" MIN. MIN & MA. . GAp FRAME WIDTH SEE CHART BELOW NOTE: MAX. MOVEMENT CONSIDERED-100% STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO CI-117-10 FOR CONSTRUCTION TOLERANCES, ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT, O MULLION REINFORCING , E AREOD. SEE E SHEET } 1 5 FOR CAPACITY %-111 2} r=; _ - . a V TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OPG. 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING uo 4TYPICAL ANCHORS w 1 /4" MAX. SEE ELEV. o SHIM FOR SPACING p ®rz ~ FW y Q 2 O o� o _ IL 0 WW �i 0 .4 o 0 QyQy I BY WOOD BUCK / I I" Q � 4c�� 'all 0 0 O O -1 J 11 JUi m I R 3UJ I- � w o V) o ,a z 'AL ANCHORS w O N -I O ELEV. W SPACING to W 00 > MULLION REINFORCING t I O AS REOD SHE F SEE SHEET a FOR CAPACITY I 4-.... -'----------------- i PRODUCT REVISED APPROVED I LARGE MISSILE IMPACT RESISTANT DOOR i as complying with the Florida 2 3 Building Code -1 NOA-No. 20-0128.02 o L Expiration Date:10/02/2025 •• ••• • _ _ �_ a• •• • • • • • • • • I BY: • • • • • •--•---------c----------- — • • • �Lt� • �'•T�-_------� Miami -Dade Product Control �I �Afe• • � 11111111/� •.�-o••.•.� -_ 7 • it • • • �ii l I ------',t `�N`��1.••��d ---------- • • • • • • • • • •••,• �-� • • EXTERIOR r No. 8122: D.L. :Pi : i • • • "�: • • • • SEE �ETARJ�F RIPROVAL•FOR DESGN! OAD CAPACITY OF DOOM' AND LRlOR ANCHSHS. • • LOWER C SYSTEMVCAPACIFROM TY CHARTS DOORS WILLAPPROVAL APPLY TO ENTWINDOW IRE SYSTEM. Sealed: 7I'24I2O2O • • • • • • • • • • •• •• • • • % •• ••• • • • ••• • 0 a iii N L !y drawing 20 ` no. —03D 4.000 1.75 0 2.625 —I 1 I .125 I C I-�-----3.875 —•-� OFRAME HEAD/SILL/JAMB/MULLION 3.328 J- 578 1.453 f .094 SNAP IN MATE 1.688 1.063_ I .875 062 TYP. 1.432 L GLAZING BEAD 3.328 .080 70--�� e SHEAR CLIP �.375 3.500 STIFFENER BAR 2.847 —q 1.063 .875 � osz P 7YP. 2.591—� "J GLAZING BEAD 188 i .135 L' .750 -J DOOR FRAME JAMB PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 451 AS REOD. FRAME HEAD/SILL/JAMB/MULLION 6063-T6 - 452 AS REOD. SNAP -IN MATE 6063-76 - P UW-404 AS REOD. GLAZING BEAD 6063-T6 E458 AS REDD. GLAZING BEAD 6063-T6 454 AS READ. DOOR FRAME JAMB 6063-T6 453 AS REOD. SHEAR CLIP, 3-3/4" LONG AT JAMB ANCHORS 6063-T6 - 5A 453 AS REOD. SHEAR CLIP, FULL LENGTH 6063-T6 - 58 453 AS READ. SHEAR CLIP, LENGTH VARIES TO COVER ANCHOR SPACINGS 6063-16 - 6 - AS REDD. STIFFENER BAR CAW. STEEL - 7 UW-406 AS REOD. GLAZING GASKET NEOPRENE DUROMETER 55±5 SHORE A 8 #12 K 1-1/4- 4/ CORNER FRAME ASSEMBLY SCREWS - PH SMS 9 - 2/ LITE SETTING BLOCKS AT 1/4 POINTS (3/16" % 1/2" % 2' LONG) EPDM DUROMETER 80±5 SHORE A 10 - AS REOD. GLASS SPACER SILICONE FRANK LOWS •• ••• • • • • • •• •• ••• •• • • • •• •• • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SFALAUS: ALL FRAME JOINTS AND SEAMS SEALED WITH SCHNEE-MOREHEAD SM5504 ACRYL-R SEAM SEALER. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0128.02 Expiration Date:10/02/2025 Miami -Dade Product Control No. M22fi 3 c It • pQ•' 87 7" drawing9 no. Sealed:7/24/2020 �.,. o 0 o 9 °� Q PRODUCT REVISED b Q& as complying with the Florida M R 2i o Building Code In NOA-No. 20-0128.02 i Expiration Date:10/02/2025 a Miami -Dade Product Controls W FRAME TOP CORNER i !"/ 0 iz N w w z / I 3 LM m / 1 _z z 3z o w ONJ� fN W 00 ro � O o ]� U HORIZONTAL CORNER 0 0 • • • • • • • • • L o - • • o • • • • • • • • • \��` �� FAR i m � No.81223 a• ••• •Y• ••• ••• • - _ 8 • • • • • • • • • • • • • "%o••.. ST O.[(� drawing no. FRAME BOTTOM CORNER • • • • • • • • %,`�. ''• ° ��` � G�. 20-03D Sealed:7/24/2020 /,��l+�\�` sheet 8 of 8 • •• •• • • • •• •• ••• • • • ••• • • MIAMI- COUNTY; MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 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.miam►dade.gov/building 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 afterthe expiration date statedbelow. The Miami -Dade County Product Control _ Section (In Miami -Dade County) and/ or the AW (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 jurisdialdll .• . RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade UoWALy Product Control Section that this product or material fails to meet the requirements of the applicabl ,) ;;ng code * • • • This product is approved as described herein and has been designed to comply witb.tj, Florida $uilding Code, including the High Velocity Hurricane Zone. .... .. DESCRIPTION: Series "ECO-Guard" Clipped Aluminum Tube Mullion — L.M' • • • .1• • • • • APPROVAL DOCUMENT: DrawingNo. M14-01 Rev B titled "Aluminum T�•C*•* llio •S''•Sheets �• • � ulJ � n ..... through 9 of 9, dated 05/19/14 and last revised on 01/08/21, prepared by AI-Faroo C"poration, signed and .' sealed by Jalal Farooq, P. E., bearing the Miami —Dade County Product Control Revision starflp�lA•ith they • ••: • Notice of Acceptance number and expiration date by the Miami -Dade County Product Qaptrol Sectitm. ; • • �; 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, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise n oted herein. RENEWAL of thisNOA 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 maybe displayed in advertising literature. I f any p orti o n o f th e N O A i s 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.19-0405.09 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. (�M�IAMPDADEUWY 1 ( , ��nk NOA No. 21-0122.04 Expiration Date: October 23, 2024 Approval Date: March 18, 2021 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. (Submitted under NOA# 14-0529.16) 2. Drawing No. M14-01, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 05/19/14, with revision A dated 11/15/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 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. HETI-08-2192A, dated 01/15/09, signed and sealeti'b Cand'it1%F: Font, '. P.E. • (Submitted under NOA# 14-0529.16) 2. Test reports on: 1) Large Missile Impact Test per PA 201-94 • • • • • • • • • • • 2) Cyclic Wind Pressure Loading per PA 203-94:'0 : :...:. ..:.. • along with marked -up drawings and installation diagram gt•j,jlippea aluminum••:• mullion at a fixed window/ a single hung window, prepared b; HQrZcane4n&eering...:. & Testing, Inc., Test Reports No. BETI-08-2192B and HETtft-2166C.: bath•dateq • • 01/15/09, signed and sealed by Candido F. Font, P.E. • (Submitted under NOA# 14-0529.16) • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 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 Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA# 14-0529.16) C. CALCULATIONS 1. Structural analysis, complying with FBC 61h Edition (2017), prepared by Al-Farooq Corporation, dated 11/30/17, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04. is�G� Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0122.04 Expiration Date: October 23, 2024 Approval Date: March 18, 2021 E-1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition (2017) and of no financial interest, issued by Al-Farooq Corporation, dated November 14, 2017, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA# 17-1218.14) 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, datedw/21/13 and signed by Kurt S. Browning, Secretary of State. • • •.. ...... (Submitted under NOA# 14-0529.16) • • • • 3. Laboratory compliance letter for Test Reports No. HETI-08-202V HETI-08-2192B, HETI-08-2166A and HETI-08-2166C, a1L. sFued by. Hj;rricanC• •. •; Engineering & Testing, Inc., dated 01/15/09, signed and sealed•hy�Candsd'o.F' Fonts..., P.E. ...... . ..... . . ....... (Submitted under NOA# 14-0529.16) .. .. . ...... 4. Proposal No. 08-0236 issued by the Product Control, dated •961.04/08..4gned bye .,; Manuel Perez, P.E. .. (Submitted under NOA# 14-0529.16) • • • G. OTHERS 1. Notice of Acceptance No. 14-0529.16, issued to Eco Window Systems, LLC for their Series "BCO-Guard Clipped" Aluminum Tube Mullion - L.M.I., approved on 10/23/14 and expiring on 10/23/19. 2. EVIDENCE SUBMITTED under previous submittal A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0122.04 Expiration Date: October 23, 2024 Approval Date: March 18, 2021 E-2 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED under previous submittal (conti:) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter verifying conformance to FBC 6th Edition (2017), issued by Al- Farooq Corporation, dated March 21, 2019, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 17-1218.14, issued to Eco Window Systems, LLC for their Series "ECO-Guard Clipped" Aluminum Tube Mullion - L.M.I., approved on 02/22/18 and expiring on 10/23/19. 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M14-01 Rev B, titled "Aluminum Tube Mullions", sheets 1 throu;h 9 of 9, dated 05/19/14 and last revised on 01/08/21, prepared by Al-Fargoq Corppj4rion, signed and sealed by Jalal Farooq, P. E. .. ' . ... • ...... .. ...... B. TESTS ' 1. None • • • • " ' .... . .. ..... C. CALCULATIONS ":": :...:. 1. Anchor verification calculation, complying with FBC 71h Edition • ( .. 20), prepared by •. Al-Farooq Corporation, dated 01/08/21, signed and sealed by J�lal'Farooq,P. R. ••••:• D. QUALITY ASSURANCE 0:000: . :9066: 1. Miami -Dade Department of Regulatory and Economic Resources (RER) • E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter verifying conformance to FBC 71h Edition (2020), issued by Al- Farooq Corporation, dated 01/08/21, signed and sealed by Jalal Farooq, P.E. G. OTHERS 1. This NOA revises NOA No. 19-0405.09, expiring 10/23/2024. 1 st G7 1- L4gn-l.. Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0122.04 Expiration Date: October 23, 2024 Approval Date: March 18, 2021 E-3 [MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED CT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REOUIREMENTS LE: WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. IBY 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 REOUIREMENTS OF THE 2017/2020 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, ADEOUACY 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)' INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. - STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REOUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULUON SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE, USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. -r ---- T 140 -------r- I I I1 1 I 1 IIII I �ii lll�I; TYPICAL GLAZING PRODUCT TUBULAR SHAPES ALLOY = 6063-T5 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING PRODUCT REVISED as ing complywith the Florida Building Code NOA-No. 21-0122.04 Expiration Date 10/23/2024 By 151-7 1 C/.,k Miami -Dade Product Control �v M Zm 0 h IQ Qf z N 0 00 o n 4 /O 8 0, v 0 W, Q 1 O Q o.3�2 mMZON Q w 7 LL N I� ZN- m J zma U Qw0 m U � J I z J z O J M R J Ul } OJ !n W o M 0 o0 N z Z Z_ 3� m n Q O o0 WcoM • • • • • • • • • •000 • • • • • ``ILIII IIII/T7j n • • • • • • • _ No.61223 E ••• ••• ••• ••• • • _ yT • • • • • • • • • • • • • • • 0 • • • JQIY O O 2021 ® 8 F (y drawing n0. • .. /'• rSn_ORIO •�aC�®.� M 14-01 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -y 1.000 ,125 .375� 1000 �2.000—^j-f.125 �2.000-1 —125 I2.000��.250 l�� w — _ I 1.000 125 "1 t.000 4 z m i m —� .125 .375 Q N 1— a£ Zry .125 .125 y e 4.000 .125 4.000 O p ` o 4000 Q 3.000 O. 3.000 125 Q' G ~ LL s.000 6.00o Vow i L--i i Lul 1 L4i,:: L.375 —.125 .250 Q Q-a� IZ u �p IX = .9502 IN\4 IX = 2,0374 IN\4 Ix = 1.538 IN\4 Ix = 3.1878 IN\4 Ix = 2.9762 IN\4 Q yWj LL n Sx = .6335 IN\3 Sx 1.0187 IN\3 Sx 1.0254 IN\3 Sx = 1,5939 IN\3 Sx 1.4881 IN\3 4 ESE Sro 0 J 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION STD. MULLION — 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 0 J Ix = 8.2757 IN\4 IX 15.2031 IN\a Z J SX 2.7586 IN\3 Sx 5.0677 IN\3 0 2 X 6 2 X 6 Z) w STD. MULLION HEAVY MULLION N 6063-16 6063-T6 W r X m 1n 1,o 0 0 n z Z Z 4 — 3 i 3zn J N J . Q O.. �O L00E O --{ .718 I —T PRODUCT REVISED m Ij as com 1ying with the Florida Building Code .125 2.125 .125 2.125 NDA-No. 21-0122.04 0 o Q .125 ryp n.p Expiration Date 10/23/2024 ° 2.000 — By 15"7 1 L4,"k g 4--- Mlaml-Dade Product Control 5.500 5.500 V--2.000—�I c 01 •• ••• • • • • • •• oa� NZSj • NOTCH a • •/ • • • • v o < m OPTL4'TIONAL •• • • a • • • • c • • • • •1/� • 1t 111IIIl// O • • • .• • • • • MIN • • �IC• • • • • • �• •a • 1/2" • • No. 31/2" • • f�• MIN. • • • MIN. a • • • • • • o �+ • • • • • • • • • • • JAN 0 3 2521 ®• <4/�: drawing no. ANGLE CLIP • • • • • • • • FCORIOP•.••' ®�: 6063-T6 MULLION CLIP MU osON6 CLIP 7772S�o�Al1��` sheet 2of9, • • • • • • • see • • • • • • • • • • e s• •• • • • •• •• ••• • • • 000 • • DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. I X 3 STD. 1 X 4 STD. I X 3 CUSTOM 1 X 4 CUSTOM 2 X 4 STD. 2 X 6 STD. 2 X 6 HEAVY WIDTH (W) MULL SPAN 19-1/8" 26-1/2" 30" ' 37" 42" 48" 54" 60" 66" 72" < 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 _120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.5 120.0 120.0 120.0 120.0 120.0 120.0 102.3 120.0 120.0 120.0 120.0 120.0 120.0 93.8 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2' 30" 37" 42" 48" 54" 60" 66" 72" 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.D 120.0 120.0 120.0 120.0 12D.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 _ 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.8 120.0 120.0 120.0 120.0 120.0 120.0 103.8 120.0 120.0 120.0 120.0 120.0 120.0 93.4 120.0 120.0 120.0 120.0 120.0 120.0 84.9 120.0 120.0 120.0 120.0 120.0 120.0 77.9 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" '26-1/2" 30" 37" 42' 48" 54" 60" 66" 72" 50-5/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 103.1 120.0 120.0 120.0 120.0 120.0 120.0 90.8 120.0 120.0 120.0 120.0 120.0 120.0 79.5 120.0 120.0 120.0 120.0 1 120.0 120.0 70.6 112.5 111.6 120.0 120.0 120.0 120.0 63.6 101.3 100.4 1 120.0 120.0 120.0 120.0 57.8 92.1 91.3 120.0 120.0 120.0 120.0 53.0 84.4 83.7 120.0 120.0 120.0 120.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 1 63" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 89.0 120.0 120.0 120.0 120.0 120.0 120.0 7846 120.0 120.0 120.0 120.0 120.0 1 120.0 63.7 104.3 103.2 120.0 120.0 120.0 120.0 58.1 91.9 90.9 1 120.0 120.0 120.0 120.0 49.1 BOA 79.5 120.0 120.0 120.0 120.0 43,7 71.5 70.7 108.3 111.5 120.0 120.0 39.3 64.3 63.6 97.5 100.3 120.0 120.0 35.7 58.5 57.8 88.6 91.2 120.0 120.0 32.7 53.6 53.0 81.3 83.6 120.0 120.0 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. I X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY 19-1/8" 75.3 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 54.3 103.4 am 120.0 120.0 120.0 120.0 30" 48.0 91.3 77.7 120.0 120.0 120.0 120.0 37" 38.9 74.0 63.0 111.9 116.3 120.0 120.0 42" 34.3 65.2 55.5 98.6 102.4 120.0 120.0 48" 74-1/4" 30.0 57.1 48.6 86.3 89.6 120.0 120.0 c 54" 26.7 " 50.7- 43.2 76.7 79,7 120.0 120.0 60' 24.0 45.7 38.9 69.0 71.7 120.0 120.0 66" 21.8 41.5 35.3 62.7 65.2 119.7 120.0 72" - 38.0 32.4 57.5 59.7 109.7 120.0 19-1/9' sz.0 110.6 84.2 120.0 120.0 120.0 120.0 26-1/2' 37.5 79.8 60.8 120.0 117.7 120.0 120.0 30" 33.2 70.5 53.7 106.3 104.0 120.0 120.0 37" 26.9 57.2 43.5 86.2 84.3 120.0 120.0 42" 23.7 50.4 38.3 76.0 74.3 120.0 120.0 48" 84" 20.7 44.1 33.5 66.5 65.0 120.0 120.0 54" - 39.2 29.8 59.1 57.8 113.5 120.0 60" - 35.3 26.8 53.2 52.0 102.2 120.0 66" - 32.1 24.4 48.3 47.3 92.9 120.0 72" - 29.4 22.4 44.3 43.3 85.2 120.0 19-1 /8" 34.8 74.8 56.4 1 16.9 109.3 120.0 120.0 26-1/2" 25.1 54.0 40.7 84.4 78.9 120.0� 120.0 30" 22.2 47.7 36.0 74.5 69.7 1200 120.0 37" - 36.7 29.2 60.4 56.5 120.0 120.0 42" - 34.1 25.7 53.2 49.8 110.9 120.0 48" 96" - 29.8 22.5 46.6 43.5 97.0 120.0 54" - 26.5 - 41.4 38.7 86.2 120.0 60" - 23.8 - 37.3 34.8 77.6 1 120.0 66" - 21.7 - 33.9 31.7 70.6 120.0 72" - - - 31.1 29.0 64.7 118.3 19-1/8" - - - 82.1 76.8 120.0 120.0 26-1/2" - - - 59.3 55.4 120.0 120.0 30" - - _ - 52.3 48.9 120.0 120.0 37" - - 42.4 39.7 98.7 120.0 42" - 37.4 35.0 87.0 120.0 48" 108" - - - 32.7 30.6 76.1 120.0 54" - - - 29.1 27.2 67.6 120.0 60" - - - 26.2 24.5 60,9 111.3 60" - - - 23.8 22.2 60.9 111.3 72" - - - 21.8 20.4 50.7 92.7 ALL LOADS ARE EXT.(+)/INT.(-) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. I X 3 STD. 1 X4 STD. 1 X3 CUSTOM 1 X4 CUSTOM 2 X 4 STD. 2 X 6 STD. 2X 6 HEAVY WIDTH (W) MULL SPAN 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60' 66" 72' 120" - - - 59.9 5610 120.0 120.0 - - - 43.2 40.4 110.9 120.0 - - - 38.2 35.7 97.9 120.0 - - - 30.9 28.9 79.4 120.0 - - - 27.3 25.5 69.9 120.0 - - - 23.8 22.3 61.2 111.B - - - 21.2 - 54.4 99.4 - - - - - 49.0 89.5 - - - - - 44.5 81.3 - - - - - 40.6 74.6 19-1/8" 26-1/2" 30' 37" 42" 48 54" 60' 66" 72" 132" - - - 45.0 42.0 116.8 120.0 - - 32.5 30.3 84.3 120.0 - - - 28.7 1 26.8 74.5 120.0 - - - 23.2 21.7 60.4 110.8 - - - 20.5 - 53.2 97.6 - - - - - 46.5 85.4 - - - - - 41.4 75.9 - - - - - 37.2 68.4 - - - - - 33.8 62.1 - - - - - 31.0 57.0 19-1/8" 26-1/2" 30" 37' 42' 48" 54' 60' 66" 72" 144' - - - 34.6 32.4 90.0 120.0 - - - 25.0 23.4 64.9 119.2 - - - 22.1 20.6 57.4 105.3 - - - - - 46.5 85.4 - - - - - 41.0 75.2 - - - - - 35.8 1 65.8 - - - - - J1.9 58.5 - - - - - 28.7 52.6 - - - - - 26.1 47.9 - - - - - 23.9 43.9 ARCHES TO BE INSCRIBED HORIZONTAL MULLION INSIDE RECTANGULAR SHAPE 1 r VERTICAL MULLION z GLAZING GLAZING PRODUCT PRODUCT n •• ••• • • • • • •• W1 W2 PRODU REVIS • • • • • • • NOTE: yo • • • • • • O D iding Co.T with taq•Floil:a• • • 006 • MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED euilding c• • • • • • • VERTICALLY OR HORIZONTALLY. Non -No. .�'�-0'J3)4 .• • • • •• (INTERPOLATION BETWEEN WIDTHS ALLOWED) Expiration Data 10/23/2024 TYPICAL MULLION ARRANGEMENTS By s1w7 1. Lb„.L. Mlamvjq Pr04pst Contgpb • • • • • WIyTH• tV 4 _ Wl + W2 • • • Y l 2 • ' • • • JAN 0 3 2021 MULLSONS• 000 ••• • . . . . . . . . . . . .. .. . . . .. .. GLAZING III GLAZING PRODUCT PRODUCT SPAN No, 81223 10, Z �n 0 N of Zn �00`0. N m fz Gt n 08Nh DO>�1 Gcz 8 0600 aW=iZi,, IL ZNo n J MIS Q w 4m 0 U O1 U1 J Z m O_ J V) 0 JLj xx L W 8 GO W m � V71p 05 M 0 CO j U J 0 oJo Q W 00 M a 0 o X drowing no. M14-01 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 S2 B4o B4b 19-1/8" 26-1/2" 30' C 37" 42' 48" 54' 60' 66" 72' 38-3/8" 1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 - 120.0 120.0 120.0 101.4 120.0 120.0 120.0 120.0 120.0 89.3 120.0 120.0 120.0 120.0 120.0 78.2 112.6 120.0 108.4 120.0 120.0 69.5 100.1 120.0 97.6 120.0 120.0 62.5 90.1 120.0 88.7 120.0 120.0 56.9 81.9 113.7 1 81.3 120.0 120.0 52.1 75.0 104.2 19-1/8" 26-1/2" 30" 37" 42" 48" 54' 60' 66" 72" 42" 120.0 120.0 120.0 120.0_ 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1IC3 120.0 120.0 120.0 120.0 120.0 92.7 120.0 120.0 120.0 120.0 1 120.0 81.6 117.6 120.0 111.4 120.0 120.0 71.4 102.9 120.0 99.0 120.0 120.0 63.5 91.4 120.0 89.1 120.0 120.0 57.1 82.3 1 114.3 81.0 120.0 120.0 51.9 74.8_ 103.9 74.3 120.0 120.0 47.6 68.6 95.2 19-1/8' 26-1/2" 30" 37" 42' 48" 54" 60" 66" 72" 50-5/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 107.3 120.0 120.0 120.0 120.0 1 1200 94.8 120.0 120.0 119.9 120.0 1 120.0 76.9 110.7 120.0 105.7 120.0 120.0 67.7 97.5 120.0 92.4 120.0 120.0 59.3 85.3 118.5 82.2 120.0 120.0 52.7 75.9 105.3 74.0 120.0 120.0 47.4 68.3 94.8 67.2 117.2 120.0 43.1 62.1 86.2 61.6 107.5 120.0 39.5 56.9 79.0 19-1/8' 26-1/2" 30" 37" 42" 48" 54" 60" 66' 72 63" 1 120.0 120.0 120.0 119.5 120.0 120.0 120.0 120.0 120.0 86.3 120.0 120.0 118.9 120.0 120.0 76.2 109.7 120.0 96.4 120.0 120.0 61.8 89.0 120.0 84.9 120.0 120.0 54.4 78.4 108.8 74.3 120.0 1200 47.6 68.6 95.2 66.0 115.1 120.0 42.3 61.0 84.7 1 59.4 103.6 120.0 38.1 54.9 76.2 54.0 94.2 120.0 34.6 40.9 69.3 49.5 86.3 120.0 31.7 45.7 53.5 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 B2 B4. 84b 19-1/8" 26-1/2" 30" 37" 42" 48" 54' 60' 66" 72" 74-1/4" 1 120.0 120.0 120.0 101.4 120.0 120.0 114.2 120.0 120.0 73.2 105.4 120.0 100.8 120.0 120.0 64.6 93.1 120.0 81.8 120.0 120.0 52.4 75.5 104.8 72.0 120.0 120.0 46.2 _ 66.5 92.4 63.0 109.9 120.0 40.4 58.2 80.8 16.0 97.7 120.0 35.9 51.7 71.8 S0.4 87.9 120.0 32.3 46.5 64.6 45.8 79.9 119.9 29.4 42.3 58.8 42.0 73.3 109.9 26.9 _ 38.8 53.9 19-1/8" 26-1/2" 30" 37" 42' 48" 54" 60" 66" 72" 84' 1 120.0 120.0 120.0 89.6 120.0 120.0 100.9 120.0 120.0 64.7 93.2 120.0 89.1 120.0 120.0 57.1 82.3 114.3 72.3 120.0 120.0 46.3 1 66.7 92.7 63.7 111.0 120.0 40.8 58.8 81.6 55.7 97.1 120.0 35.7 51.4 71.4 49.5 86.3 120.0 31.7 45.7 63.5 44.6 77.7 116.6 28.6 41.1 57.1 40.5 70.6 106.0 26.0 37.4 51.9 1 37.1 64.8 97.1 23.8 34.3 47.6 19-1/8" 26-1/2" 30' 37' 42" 48' 54' 60" 66" 72' 96• 1 120.0 120.0 120.0 78.4 112.9 120.0 88.3 120.0 120.0 56.6 1 81.5 113.2 78.0 120.0 120.0 50.0 72.0 100.0 63.2 110.3 120.0 40.5 58.4 81.1 55.7 97.1 120.0 35.7 51.4 71.4 48.8 85.0 120.0 31.3 45.0 62.5 43.3 75.6 113.3 27.8 40.0 55.6 39.0 68.0 102.0 25.0 36.0 50.0 35.5 61.8 92.7 22.7 32.7 45.5 32.5 56.7 1 85.0 20.8 1 30.0 41.7 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66' 72" 108" 108.8 120.0 120.0 69.7 100.4 120.0 78.5 120.0 120.0 50.3 72.5 1 100.6 69.3 120.0 120.0 44.4 64.0 88.9 56.2 98.0 120.0 36.0 51.9 72.1 49.5 86.3 120.0 31.7 45.7 63.5 43.3 75.6 113.3 27.8 40.0 55.5 38.5 67.2 100.7 24.7 35.6 49.4 34.7 60.4 90.7 22.2 32.0 44.4 31.5 54.9 82.4 20.2 29.1 40.4 2B.9 50.4 1 75.6 - 26.7 1 37.0 ALL LOADS ARE EXT.(+)/INT.(-) NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. I ANCHORS TYPE 19-1/8' 26-1/2" 30' 37" 42" 48" 120" 54" 60" 66" 19-1/8" 26-1/2" 30" 37' 42" 48" 132" 54' 60' 66" 72" 19-1/8' 26-1/2" 30" 37" 42" 48" 144" 54" 60" 66' TYPICAL ANCHORS VERTICAL MULLION Z 0 GLAZING GLAZING Z, PRODUCT PRODUCT ARCHES TO BE INSCRIBED TYPICAL INSIDE RECTANGULAR SHAPE ANCH0R5 HORRONTAL MULLION N GLA21NG PRODUCT 3 .(\`ANCHOR DETAIL #1 N 3 GLAZING GLAZING TYPICAL PRODUCT PRODUCT ANCHORS • PRODSeT REVISED TYPICAL ANCHORS • • • • ♦ • • • MULLION SPAN • • • • • • • • • • aleoRiPlying with the Florida SlIdM • • • 0.0.g Code • • • • • • • • • RAA-Nd. 21-0122.04 TYPICAL MULLION ARRANGEMENTS //111111 yyr • • • • • • • • • E11plr�isn Date 1012312024 WIDTH (W) = w1 + w2 `�.`��®,8�_ F..4 �, By Ish7 I zvc�IvsE' • Miami -Dodo Product Control • • • • n TE 2021 ��•..F<OR101;.•�(yb�` A 1dV l.i 13 11, �J • • • • • Jh1N .� j • • • • • • • • • • • •• •• • • •• ••• •• 0 U.1 J Z J O J � o J "1 (n W 8 M } m (� N w M 03 N J Z Z J 0 0� a TJ 0 W Wig i 7 k 5 Irowing no. M14-01 TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) ,METAL' II pq� 9 3 II II N i II II i II IT U I I I I I 1 I I #14 SMS I 1-3/4" O.C. MIN. 4 PER CLIP --'l-' Z M ANCHORS TYPE `A2' TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) 1 PER ANGLE \ CONCRETE OR \El\AL�\TRU' \ \ �- I -I I I .DATING CLIP JUG FIT INSIDE MULL II II I I 11 IJ U 2 X 2 X ALUM ANGLE #14 SMS 1-3/4- O.C. MIN. I 2 PER ANGLE TYPICAL ANCHORS 2 PER ANGLE 8 TYPICAL ANCHORS: ANCHOR TYPES I SUBSTRATE IMIN. EMBED. MIN. EDGE DIST. /4" CIA. ULTRACON+ BY 'DEWALT' (Fu-164 KSI, Fy-148 KSI) CONCRETE 1-3/4" 2-1/2" 1/4" DIA. SELF DRILLING SCREWS1 (GRADE 5 CRS) METAL 1/8" 3/4" CONCRETE _ Cc = 3000 PSI MIN. METAL - 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. \ CONCRETE ' 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) OR ANCHORS MAY BE HEX OR FLAT HEAD. METAL \STf;uq'[ ,E \\\ \\I -_ ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. / I I I LFLDATING CLIP Z2 X 2 X 1/8" SNUC FIT INSIDE MULL ALUM ANGLE I 1014 SMSI I 1-3/4" D.C. MIN. N14 SMS 1-3/4" O.C. MIN. -/Ell' PRODUCT REVISED 4 PER CLIP 2 PER ANGLE as co°nplYing with the Florida • • • • • • • • • • • • Bending Code • • • • • • • • • NOA-No. 21-0122.04 • 4,• •• • • • • • • • • • • • ••• • Expiration Data 10/23/2024' • • a • • • • • • • By Icl,.,• Mlomi-0ade ro Uct Control ANCHORS TYPE 'AA' • • • • • • JAN 0 0 2021 W O a 0 Z h ry Z O Q f ? N �I a'o qag O N" WN a >i W O L a OGvn� V pa d Q .�mo OaOo"m 0 L- Q W ? N I:2 �- m 4 W om 0 U J Z J w O V Jo^ 7 W E r- L (n w w }• of D N 10 � 3 t rry m M Z) 3 Z� n Q DOJO W 03 m 11 I ' n No. 81223 drowing no. l .•• • • . .•• . • 0 0 W� TYPICAL TYPICAL ANCHORS 6 PER CLIP (3 ON EACH WING) #14 SMS 1-3/4" O.C. MIN. 6 PER CLIP ANCHORS TYPE 'A6' TYPICAL ANCHORS 3 PER ANGLE I j FLOATING CLIP it SNUG FIT INSIDE MULL LI #14 SMS I 1-3/4" O.C. MIN. I 3 PER ANGLE PRODUCT REVISED as computing with the Florida Building ode NoA-No. 21-0122.04 Expiration Date 10/23/2024 By s�21.L6„k Miami -Dade Product Control •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• , L`GI:GRLV\\ I II I 11 2 x 2 x 1/8" LI ALUM ANGLE I i ••• ••• ••• ••• • • .... .... . .. • • • • • • • • • • • •• •• • • • •• •• •e• e • • ••• 0 0 TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. _ MIN. EDGE DIST. /4" DIA. ULTRACON+ BY 'DEWALT' CONCRETE 1-3/4" 2-1/2" (Fu=164 KSI, Fy=148 KSI) 1/4" DIA. SELF DRILLING SCREWS METAL 1/8" 3/4" (GRADE 5 CRS) CONCRETE = Cc = 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy - 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. �M�W o v Z m m �i o W � oo`aJN W H � /V� U N r Q L C p A 0.3 2 It z IL i�oa 02 J 0 W Q W 00 O 0 U N J Z Jvi m O J 7 LU I'_ 4 N w M V) 0 � Nip M m 0" N Z Z Z m — 3 Z)3 z� n Q O OO 10 W cc I _ No. = OO gtlq 'r = X JAN 0 U 2621 S E 6f, drawing9 no. % '•.FlOR1DP�. G>1 M14-01 TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WINC) W I I I I A14 SMS I 1-3/4" O.C. MIN. I 4 PER CLIP i 0 ®— ANCHORS TYPE 'B2' TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) ANCHORS TYPE 'B4a' TYPICAL ANCHORS i PER ANGLE \ Fli III OR II II FLOATING CLIP I I I I 2% 2% 1/6" SNUG FIT INSIDE MULL Ll <J ALUM ANGLE #14 SMS 1-3/4' O.C. MIN. 1 2 PER ANGLE TYPICAL ANCHORS 2 PER ANGLE �� \\ \ \ FILi.EO OR FLOATING CLIP I I I I II II I I1 2 X 2 X SNUG FIT INSIDE MULL Ll L1 ALUM ANGLE I 0, SMS t 1-3/4" O.C. MIN. 2 PER ANGLE •• ••• • • • • • •• • • • • • • • • • • • . .... .... . . .. ... .. .. . • . .. .. . • • . ... . . TYPICAL ANCHORS: ANCHOR TYPES I SUBSTRATE IMIN. EMBED. MIN. EDGE DIST. /4" CIA. ULTRACON+ BY 'DEWALTJ (Fu=164 KSI, Fy=146 KSI) MASONRY 1-3/4" 2-1/2" WOOD 1-1/2" )' WOOD - 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. MASONRY - C-90 HOLLOW/FILLED BLOCK C= 2000 PSI MIN. IBY OR 2BY WOOD BUCKS NOT BY 'ECO WINDOW' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. PRODUCT REVISED as complying with the Florida Building Code Non -No. 21-0122.04 Expiration Date 10/2312024 By I5u.? I L4, j, Miami -Dade Product Control ��:'•VGEN3F• �i P •° o I _ � a No.81223 19 JAN 03 2u�1 =�®.�` BT oR ��,� d".- �•'�sG°.� M14-01 �U � w 0 TYPICAL ANCHORS TYPICAL ANCHORS Z 4 PER CLIP \(2 ON EACH TWIN/G)!� 2 PER ANGLE \ \ \ M n p � %� PILLED BLoe\ Q CL 4 N A BLO O � II II II II V 4 I I I 1 #14 SMS I I 1-3/4' O.C. MIN. I I 6 PER CLIP NCHORS TYPE 'B4b' II II II II NG CLIP I I I II II /2X 2 X 1/8" FIT INSIDE MULL LI U ALUM ANGLE #14 SMS j 1-3/4- O.C. MIN. I 3 PER ANGLE 4' N`m MT d T 00 V " w Oaoog O Q W 7 LL N Of M Q wmi� O 0 U n J N Z m Q 0 DO N w V) W V) TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE D15T. DIA. ULTRACON+ BY DEWALT MASONRY WOOD 1-1/2" 1' (Fu=164 KSI, Fy=148 KSI) � N� C o" WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. 0.55 MIN, j MASONRY = C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. Z Z 3 f 3z IBY OR 28Y WOOD BUCKS NOT BY 'ECO WINDOW' TRANSFER D Q N n O 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND 10J THEM TO BUILDING STRUCTURE. W F ANCHORS MAY BE HEX OR FLAT HEAD. 0 PRODUCT REVISED as complying with the Florida Building Code o NoA-No. 21-0122.04 c Expiration Date 10/23/2024 By 1;"? 1. L4-, of S S Mlaml-Dade Product Control .00 • • • • • • • • • .00 O O .L • • • • • • • • • O • • • • • • • • • as ,011111 ��'•b10EN3F/��i _ •II a • I _ a • • � BAN U 3 H21 •�`� o n drawing no. • • • • • • • • • %�®' ST OF • • • �' • • • �(OR1OP.•''C9®�� M 14-01 �yf 1111111 �� sheet $ Ot 9 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • #14 SMS SEE CHART FOR QUANTITIES F-TUBE MULLION I14 FH SMS f _d. 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG I INTO MULLION TUBE MULLION I I I I TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY ANCHOR NO. OF CHART SCREWS TYPE A2 2 TYPE A4 3 TYPE A6 4 Z h Z n W 0'. o c N 0 a�W � a' O H 09 0O W i a 6 > W 0 d p 0�Q cyS`�23 C MzO N Q W N LL N LL,J K.2 9 Q W M E H #14 FH SMS j O 1-1/2" O.C. MIN. j ACCESS HOLE SEE CHART o FOR QUANTITIES U N In J N -- J O JLLI n ___ ________ ______ _ U) w j V) N'0 THIS SCREW CAN BE `L INSTALLED IN EITHER DIRECTION 4;p m I a14 FH SMS 2 PER CLIP O.C. MIN. Z 00 I D 3 Z1 n _j Q NJ v OLn �Uj J 1AJ 00 M 1-3/4" X 2" % 1/8- (FOR 2BY TUBE) 3/4' % 2" % 1/8" FOR (1BY TUBE) ALUM ANGLE nI/- I ' �I I I CUT TO FIT SNUG INSIDE TUBE � � I ANCHORS DETAIL 41 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM • �/2� • • • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 21-0122.04 Expiration Date 10/23/2024 By 15(_7 I L4„3. Miami -Dade Product Control JAN 0 3 M1 F n No. 81223