Loading...
WS-18-2430Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pei mid Permit NO. WS-9-18-2430 Permit Type: Windows/Shutters Classification: Window/Door Replacem Permit Status: APPROVED issue Date. 9/13/2018 Expiration: 03/12/2019 Parcel Number Applicant 561 NE 95 Street Miami Shores, FL 33138- 1132060140750 Block: Lot: JUAN CARLOS MAZAIRA Owner Information Address Phone Cell JUAN CARLOS MAZAIRA 561 NE 95 Street MIAMI SHORES FL 33138- 561 NE 95 Street MIAMI SHORES FL 33138- Contractor(s) HOME OWNER Phone CeII Phone Valuation: Total Sq Feet: $ 12,000.00 0 Type of Work: WINDOWS AND DOOR REPLACEMENT WITH I No of Openings: 27 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $7.20 $5.55 $3.70 $2.40 $5.00 $370.00 $9.00 $9.60 $412.45 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-9-18-68860 09/13/2018 Credit Card $ 412.45 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction arLd zoning. Futhermore, I authorize the above -named contractor to do the work stated. September 13, 2018 Author' d Signature: Ow / Applicant / Contractor / Agent Date Building Department Copy September 13, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000437-2018 Permit Number: WS-9-18-2430 Scheduled Inspection Date: October 05, 2018 Inspector: Naranjo, Ismael Owner: JUAN CARLOS MAZAIRA Address: Permit Type: Windows/Shutters Inspection Type: Framing Work Classification: Window/Door Replacement 561 NE 95 ST Miami Shores , FL 33138 Project: <NONE> Contractor: HOME OWNER HOME OWNER Phone Number: Parcel Number: 1132060140750 Phone Number: Building Department Comments WINDOWS AND DOOR REPLACEMENT WITH IMPACT. IMPACT AND DOORS 27 OPENINGS. 24 WINDOWS AND 3 DOORS. Checklist item General Comments Passed False Comments Passed [2/ Failed Correction Needed 'Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments October 04, 2018 For inspections please call: 305-762-4949 Page 7 of 27 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 W FBC20l� BUILDING Master Permit No. Ns l9 - Z 0 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP / r (� QC QCONTRACTOR DRAWINGS JOB ADDRESS: S �D. `�' v ` J sTp.CcT City: Miami Shores County: Miami Dade Zip: . 113a, / Folio/Parcel#: Is the Building Historically Designated: Yes NO V Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): J %11N ‘219%Lb s t- `FZA, m Phone#: TG-70 l '6 M Address: City: t A t'% Oft o (1-es State: C' L Zip: 3311Z Tenant/Lessee Name: Phone#: Email: i'C NEE G-1 \L . e tA CONTRACTOR: Company Name: Address: Phone#: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: %-t/y'i f S' "./�j Phone#: Address: ��d� L�-)E'—�i'" T�d �7 / City '44 -A Stater Zip: Value of Work for this Permit: $ /4 000 Type of Work: ❑ Addition ❑ Alteration ❑ New 2? /"❑ Repair/Replace ❑ Demolition`� Description of Work: (,maows a �7,Oaf� e celi>Pr7 r Cl%/`�� 7 rn' ` Wilidou, s i)ovfz-s O 0-->ii7- ,„; /ieii7i4a....s- Square/Linear Footage of Work: Specify color of color thru tile: Submittal Fee $_ Permit Fee $ (73 Q zCCF: $� ... .... ',CO/GC $. Scanning Fee $ Radon Fee $ a • Q DBPR $ ' . Notary $ Cr) Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ �-i 2 • (i (Revised02/24/2014) 31r1, Bonding Company's Name (i applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate: and that all work will be done in compliance with all applicable laws regulating construction and zoning. <°'' 6 fi' « 4, "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.'•'iR.q • Notice to Applicant: As a condition to the issuance of a building permit with °anestimated value exceeding`$2500, the applicant must promise in good faith that a copy of the notice of commencement andconstruction 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. , ,i :�- ..�"s. ,'".' , . Signature )4 OWNER or AGENT Signature CONTRACTOR The foregoing instrument as acknowledged before me this The foregoing instrument was acknowledged before me this 4. day�ofS 1.f,h?ez-- , 20 /I , by day of , 20 by aUfl aAl'jjS' I \'' ION , who is personally��ll�known to , who is personally known to me or who has produced t�l_ 'WI WO..,U`k. ENS as " me or who has produced as identification and who did take an oath: identification and who did take an oath. NOTARY PURLI NOTARY PUBLIC: Sign: ti Print:S Niao) M Seal: ***************** ,im."°"....""d1716.6"."Pti . 4Y,COMMISSION #AGG 238273 ro�='"• EXPIRES::aeptember 3, 2022 ^!Fo `oer Bonded Tbru No Public Underwriters Sign: Print: Seal: *****************************************sss************ APPROVED BY `� // / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 8/29/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-014-0750 Property Address: 561 NE 95 ST Miami Shores, FL 33138-2731 Owner JUAN CARLOS MAZAIRA Mailing Address 561 NE 95 ST MIAMI SHORES, FL 33138-2731 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4/2/0 Floors 1 Living Units 1 Actual Area 2,832 Sq.Ft Living Area 2,211 Sq.Ft Adjusted Area 2,521 Sq.Ft Lot Size 14,300 Sq.Ft Year Built 1940 Assessment Information Year 2018 2017 2016 Land Value $429,139 $429,139 $357,269 Building Value $176,610 $176,738 $176,866 XF Value $3,172 $3,175 $3,179 Market Value $608,921 $609,052 $537,314 Assessed Value $176,899 $173,261 $169,698 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $432,022 $435,791 $367,616 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values ('.e. County, School Board, City, Regional). Short Legal Description 6 53 42 MIAMI SHORES SEC 2 PB 10-37 LOTS 20 & 21 BLK 54 LOT SIZE 100.000 X 143 OR 16024-4515 0893 1 Generated On : 8/29/2018 Taxable Value Information 2018 2017 2016 i County Exemption Value $50,000 $50,000 $50,000 Taxable Value $126,899 $123,261 $119,698 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $151,899 $148,261 $144,698 City Exemption Value $50,000 _ $50,000 $50,000 Taxable Value $126,899 $123,261 $119,698 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $126,899 $123,261 $119,698 Sales Information Previous Sale Price R Book- Page Qualification Description 06/27/2018 $705,000 31059- 1285 Qual by exam of deed 08/01/1993 $130,000 16024- 4515 Sales which are qualified 06/Oi/197, $60,000 0p0.00-. 00000 Sales which are disqualified as a result 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 http://www.miamidade.gov/info/disclaimer.asp Version: • 1 OWNER BUILDER DISCLOSURE STATEMENT NAME:. \ilkoN C,1 mi tt z,A 42-4 ADDRESS: N E c\S `Yot- sr Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 1 6 s" (v, 1rwAN) sHo2.CS 33 3? Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. qq�pM Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons Working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal. ordinance. ' Initial d: n�..,el�t.�r, ww--i:+v..r.._ :..:..rrs:•�:v..—b,rs%::� .: 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Cont`rib'utions Act (FICA) and must providevr`orkers compensation for the employee. I understand that my failure to follow , these may subject to serious financial risk. ctw Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial Q(_.U' 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial ur, 11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. ,, Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's worker's compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of M, ` 20 (51 By JO 6.1.As Produced there License or Qd OWNED R who was personally known to me or who has as identification. NOTARY ."iiiiis,ii, SINDIA ALVAREZ ( MY COMMISSION # GG 238273 i ",-'�P`� EXPIRES: September 3, 2022 '"tPfit;.$4 Bonded Thru Notary Public Underwriters 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). Acknowledgement: N C MA,ZA‘ P.A Quali ier/Owner Signature Date Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores; Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: u Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑' Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") O Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16'of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress'opening. The minimum opening size: (20" wide x 24" high) O If Owner is doing the work, include the Owner Builder Disclosure. O Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE'REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;1 1 / 17/2014 RAMMS ENGINEERING INC. 2100-W 76'Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE <� DESIGN WIND LOADS IN PSF. Kd = .85 FOR 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walis).Positive Pressures Exposure C For the . 175 mph Wind Zone CATEGORY-2 BLDG,,/ Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet , 10 , 20 30 40 50�, ) 60, 1.00 0.95 0.92 0.89 / 0.88 �-.-0.86 15 1. 40.4 ( 38.5 37.5 36.7 / 36.1 \ \ 35.7 20 42.7 40.8 39.7 38.9 , 38.3 / ` 37.8 25 44.6 42.6 41.5 40.6(/- ' '40:0/ 39.4 30 46.5 44.4 43.2 42.3 ( `41.7 41.1 40 49.4 47.2 45.9 44.9\ \- ,-.,,)44.2 43.6 50 51.8 49.4 48.1 7,47.1 ` 46.4 45.7 60 53.7 51.2 49.8 = 48.8- 7 48.1 47.4 2 .. • . ; •' • ' •" Interior Zone (4 - Walls) Negative Pressures'( 'a '• Exposure C For the ' 175 mph,Wind-Zone CATEGQJ Y.2 BLDC,. Height (Maximum) Effective Wind Area ;(orKTributary Area) in Square:Feet . • ' 10 t 20 a; (30( j 40 50 • •••' • 6d • • •: -1.10 -1.05 ,- -,-1.02 / -0.99 -0.98.. •, .. -0.96, 15 F=43:8 1 -42.01/ ) ) -40`9, -40.2 -39.& • , • -39 t • • 20 - -46.4 -4444 -43'3 -42.5 -41.4 •' . ' ; -41 4 .. 25!x , :. -48.4 -46.4 `-- -45.2 -44.4 -43.8. .i • .-432'4,-* 30 -50.5 / f2'48.4 ' -47.2 -46.3 -45.6 • • • -45.'h • . • 40 -53.6 `' -51 4 , -50.1 -49.1 -48.4 -47.$' • 50 -56.2 ' -53.8`/ -52.5 -51.5 -50.7 -50.1 60 -58.2;- 255.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walis)..Negative Pressures Exposure C For theme 175 mph Wind Zone CATEGORY 2 BLDG / Height ( (Maximum). ^ ----..,\ Effective Wind Area (or, Tributary Area) in Square Feet 110 t- 20 30 40 50 60 '-...-I 40 -1.29 -1.23 -1.19 -1.15 -1.13 - 15„ %N., {--54-.1 { -50.4 -48.3 -46.8 -45.6 -44.7 20 N. '* - -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 )1 < 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 :1 N40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 ---.., let -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 N„\ 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS.,, m'�Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is s but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in -- .J THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRI 1 1"hN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE TABLES ARE INVALID UNIT .FRS SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. •. • • • • • .• . • General Notes EGRESS EGRESS BATH ON MASTER BEDROOM GARAGE SLAND ROOM LIVING ROOM BATH KITCHEN FAMILY ROOM /Ti C IVE S132018 EGRES BEDROOM BEDROOM Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY DATE 1111110W .`;U(3,11-CT TO COMM IANCF WITH ALL FEDERAL 1.`: IA fL AND COI N TY NULES AND RFQ111 ATIONS GENERAL NOTE: - ALL ESCAPE WINDOWS SHALL PROVIDE OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE WIDTH SHALL BE NOT LESS THAN 20" AND THE HEIGHT SHALL NOT BE LESS THAN 24" . THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE FINISHED FLOOR. - WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCT CONTROLS. - ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. . •••• • ••••W • ••••• •••••• • CD •• •••• M • • •• •• •••4• • • •••••• •J • LL • Q H • • w to • •8• • • on/ tf) g � Ur o L Q Z 2 • • • • • • • • • • • •••• •• • • •• ••••� • • • • • • • • • • • • • • • • • • • • • • • • • •• • No. Revision/Issue Date N og — PERMIT FLOOR PLAN 1 nod AMY ▪ 07/111/1010 1 ••• •e • • • • • • .• • • • • • ,/r-I -0r 32 4" C / / / / / 8, \ \ \ . <A> QTY= 1 FRENCH DOOR 600 LMI N.O.A. 18-0319.13 1"x 4" ALUM. MULLION N.O.A. 17-1218.14 36 36 4.,-t- 4" 62` . _ \ / / / 7/ \ \ \ \ \ \ \ 0 ) / / / / \ (a> QTY= 1 CASEMENT WINDOW 500 L.M.I. N.O.A. 17-1011.22 1"x 4" ALUM. MULLION N.O.A. 17-1218.14 73 37" li 4„ N 7 , 37" 1 50 i z <\0 \ \ \ \ \ ,> / / / (T)) QTY= 1 CASEMENT WINDOW 500 L.M.I. N.O.A. 17-1011.22 CASEMENT FIXED WINDOW 550 L.M.I. N.O.A. 17-1011.21 38 4" I II � QTY= 1 FRENCH DOOR 600 LMI N.O.A. 18-0319.13 36 4", y i it < 7/ 50 N QTY=3 CASEMENT WINDOW 500 L.M.I. N.O.A. 17-1011.22 1"x 4" ALUM. MULLION N.O.A. 17-1218.14 261" , 26 4" / / / \ \ \ \ 7/ / \ / / I' 501 QTY= 1 CASEMENT WINDOW 500 L.M.I. N.O.A. 17-1011.22 QTY=2 CASEMENT WINDOW 500 L.M.I. N.O.A. 17-1011.22 - ••• . • . • • •. • •. ••. . . • ••. .. •. •. WINDOW REPL'ACE�IIChY••' l 561 NE.95ST ••• ••• ••• • •• • • MIAMI S1-ORE• • +s Ft.33138;.• • ••• ••. • No. Revision/Issue Date ... .... PERMIT WINDOW & DOOR ELEVATIONS 2 W. .In,�. . yr-r-e l" ... . .. 11. • .. .. • • . • 28 4n / / / / \ . ti 79 \ \ c 4 QTY= 1 FRENCH DOOR 600 LMI N.O.A. 18-0319.13 t 32rr t C 7/ • 62 4" QTY= 1 CASEMENT WINDOW 500 L.M.I. N.O.A. 17-1011.22 36 4" 388" QTY= 1 FRENCH DOOR 600 LMI N.O.A. 18-0319.13 -/ 63 4" 23 8" 72" 23 8 78 \ \ \ \ %\\ / / / / / % / / / / /% \ \ \ \ \ o 11- \/ 7/ 62 4" QTY= 1 CASEMENT FIXED WINDOW 550 L.M.I. N.O.A. 17-1011.21 QTY= 1 FRENCH DOOR 600 LMI N.O.A. 18-0319.13 t 32" / / / / / 62 .4" QTY= 1 CASEMENT WINDOW 500 L.M.I. N.O.A. 17-1011.22 3', 4 General Notes • • • ": • ' • OO• • ••• •• •.O. • • • . . WINDOW REI�L'AC�IVIENT ••' 561 N�'65V. ••• ••.. • ••• • MIAMI SP REfFL 38�38 'OOOO • • • • • •... • - - - - • - No. Revision/Issue Date ass se.. PERMIT WINDOW & DOOR ELEVATIONS 3 Ode 07/1e.PAre .. • . e ▪ . 1. • • • • • . r 52 Orr 50 q QTY= 1 CASEMENT WINDOW 550 L.M.I. N.O.A. 17-1102.20 r, QTY= 1 FRENCH DOOR 600 LMI N.O.A. 18-0319.13 32" 1"x 4" ALUM. MULLION N.O.A. 17-1218.14 32" `_i 3I <�7/ 0 0 ‘ ‘_ CO QTY= 1 FRENCH DOOR 600 LMI N.O.A. 18-0319.13 „ QTY= 1 PROJECT WINDOW 560 L.M.I. N.O.A. 17-1011.25 QTY= 1 CASEMENT WINDOW 500 L.M.I. N.O.A. 17-1011.22 General Notes . . •. . . o .. • • •• •• •• •. •. •. ••. • • WINDOW EPL'ACEM��lT••' I 561 N� 9SST • • • • • • • • • • • MIAMI St-ORE�FC 33'138 •. • • • •. • . : • No. Revision/Issue Date use — PERMIT WINDOW & DOOR ELEVATIONS snmrs ..0 Met Ible OAr„IS 4 . • • • . . II .• .• • o .. • :. • . • r WINDOWS SCHEDULE MARK DESCRIPTION GLASS TINT. FRAME COLOR PANEL STYLE WIDTH X HEIGTH MANUF./ MODEL TESTED WINDOW PRESSURE(P.S.F.) N.O.A. O ALUMINUM FRECH DOOR IMPACT RESISTANT 5/16"LAM. GREY CLEAR ANODIZ. X 3/4" 82" 31 x ECO WINDOWS SERIES 600 +70 -75 18-0319.13 ALUMINUM CASEMENT 5/16" LAM. CLEAR XL 36 3/4" x 62 3/4" ECO WINDOWS +70 17-1011.22 O WINDOW IMPACT RESISTANT GREY ANODIZ. XR SERIES 500 -75 0 ALUMINUM FRECH DOOR 5/16" LAM. CLEAR X 38 3/4" x 81" ECO WINDOWS +70 -75 18-0319.13 IMPACT RESISTANT GREY ANODIZ. SERIES 600 O ALUMINUM CASEMENT WINDOW IMPACT RESISTANT 5/16" LAM. GREY CLEAR ANODIZ. XL XR 37" x 50 3/8" ECO WINDOWS SERIES 500 +70 _75 17-1011.22 ALUMINUM FIXED CASEMENT 7/16" LAM. GREY CLEAR 0 73 3/4" x 50 3/8" ECO WINDOWS +75 17-1011.21 O WINDOW IMPACT RESISTANT ANODIZ. SERIES 550 ALUMINUM CASEMENT CLEAR XL n „ ECO WINDOWS +70 17-1011.22 0 WINDOW IMPACT RESISTANT 5/16" LAM. GREY ANODIZ. XR 26 1/4 x 50 3/8 SERIES 500 -75 ALUMINUM CASEMENT CLEAR ECO WINDOWS +70 17-1011.22 © WINDOW IMPACT RESISTANT 5/16" LAM. GREY . - ANODIZ. XL 36 3/4" x 50 3/8„ SERIES 500 -75 ALUMINUM CASEMENT 5/16" LAM. GREY CLEAR XL 36 3/4" x 50 3/8" ECO WINDOWS +70 17-1011.22 0 WINDOW IMPACT RESISTANT ANODIZ. SERIES 500 -75 CI ALUMINUM CASEMENT 5/16" LAM. GREY CLEAR ANODIZ. XL 36 3/4" x 50 3/8" ECO WINDOWS +70 17-1011.22 WINDOW IMPACT RESISTANT SERIES 500 -75 0 ALUMINUM CASEMENT WINDOW IMPACT RESISTANT 5/16" LAM. GREY CLEAR ANODIZ. XL 19 1/8" x 48 1/4" ECO WINDOWS SERIES 500 +70 -75 17-1011.22 O ALUMINUM FRECH DOOR IMPACT RESISTANT 5/16" LAM. GREY CLEAR ANODIZ. X 28 3/4" x 79 1/4" ECO WINDOWS SERIES 600 +70 -75 18-0319.13 O ALUMINUM CASEMENT WINDOW IMPACT RESISTANT 5/16" LAM. GREY CLEAR ANODIZ. XR 36 3/4 x 38 1/8"ECO WINDOWS SERIES 500 +70 _75 17-1011.22 General Notes •.. •.. • • • . • •.... . . .. . •• '• •. . . . •.• •. 0000 WINDOW REP • LAC" REPLACEMENT ••' 561 ICE' 951? . • . • • • • • . • .• • • •MIAMI SHORE. FL 36• �138 :. . ;• • •••: . • . • • • ••• . • • • • ' • - • - No. Revteion/leew Date PERMIT WINDOW & DOOR SCHEDULE on. e.w Mel ... 07n1001e 5 5 .• • . • • .. • ' WINDOWS SCHEDULE MARK DESCRIPTION GLASS TINT. FRAME COLOR PANEL STYLE WIDTH X HEIGTH MANUF./ MODEL TESTED WINDOW PRESSURE(P.S.F.) N.O.A. O ALUMINUM FRECH DOOR CLEAR ECO WINDOWS +70 IMPACT RESISTANT 5/16" LAM. GREY ANODIZ. OXXO 118 3/4" x 78 3/4" SERIES 600 -75 18-0319.13 © ALUMINUM CASEMENT WINDOW IMPACT RESISTANT 5/16" LAM. GREY CLEAR ANODIZ. XL 32" x 62 1/2" ECO WINDOWS SERIES 500 +70 -75 17-1011.22 O ALUMINUM FIXED CASEMENT WINDOW IMPACT RESISTANT "17-1011.21 7/16LAM. GREY CLEAR ANODIZ. 0 63" x 62 1/2" ECO WINDOWS SERIES 550 +59 -63.2 O ALUMINUM CASEMENT WINDOW IMPACT RESISTANT 5/16" LAM. GREY CLEAR ANODIZ. XR 32" x 62 1/2" ECO WINDOWS SERIES 500 +70 -75 17-1011.22 ALUMINUM FIXED CASEMENT 7/16" LAM. CLEAR ECO WINDOWS +70 17-1011.21 O WINDOW IMPACT RESISTANT GREY ANODIZ. 0 52 3/4" x 50 1/4" SERIES 550 -75 0 O ALUMINUM CASEMENT WINDOW IMPACT RESISTANT 5/16" LAM. GREY CLEAR ANODIZ. XL XR 32" x 38° ECO WINDOWS SERIES 500 +70 -75 17-1011.22 � ALUMINUM FIXED CASEMENT WINDOW IMPACT RESISTANT 7/16" LAM. GREY CLEAR ANODIZ. 0 46 1/2"x 38"SERIES ECO WINDOWS 550 +70 -75 17-1011.21 ©_ ALUMINUM CASEMENT WINDOW IMPACT RESISTANT 5/16" LAM. GREY CLEAR ANODIZ. XL 19 1/8" x 48 1/4" ECO WINDOWS SERIES 500 +70 -75 17-1011.22 © ALUMINUM CASEMENT WINDOW IMPACT RESISTANT 5/16" LAM. GREY CLEAR ANODIZ. XL 18 3/4" x 50 5/8" ECO WINDOWS SERIES 500 +70 -75 17-1011.22 ALUMINUM FRECH DOOR CLEAR ECO WINDOWS +70 O IMPACT RESISTANT 5/16" LAM. GREY ANODIZ. X 33 1/4" x 81 1/4° SERIES 600 -75 18-0319.13 OUT WINDOW 5/16"LAM. CLEAR 41"ECO x 31"SERIES WINDOWS +70 17-1011.25 ePROJECT IMPACT RESISTANT GREY ANODIZ. XP 560 -70 General Notes . . . • . . . . • • ••• . . . . .•• • WINDOW a EPL'A�,`EIvt'� J E ••' 561 NUM• •... ••• • • • • •• ' •• • • MIAMI %RR+Ft 3...3138• • •�. • • • •• • • • • •.• • • • • • .. • - . . - No. Revision/Issue Dab .ease. PERMIT WINDOW & DOOR SCHEDULE 6 e.. arAwee,e » . .. .. . . • .r . .. . :. • . . . • . DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW g0th 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 Mi.ajni-Dade CountKRER- Product Control Section to be used in Miami -Dade County and other areas where a lQeue:i by the Authority •. • . . • .... This NOA shall not be valid after the expiration date stated below. The Miani.&ede County.Product• Control Section (In. Miami -Dade County) and/ or the AHJ (in areas other than Miami-4i)a 1e Court') reserve. the right to have this product or material tested for quality assurance purposes. If flit product. or material • fails to perform in the accepted manner, the manufacturer will incur the expense of%ti 1 sting vid thr AHJ • may immediately revoke, modify, or suspend the use of such product or materiahwit'hin their jtttistltction. • RER reserves the right to revoke this acceptance, if it is determined by Miami lia�c�e County"Product .• Control Section that this product or material fails to meet the requirements oftheapplicapT.e buili[rrg code. This .product is approved as described herein, and has been designed to .comply dritetltFlori�� Buildmg� Code, including -the High Velocity Hurricane Zone. • • •• • (DESCRIPTION: Series "-ECO=Guard :Clipped" A ni°nun Tnbe Mullion - L.M.IT) APPROVAL DOCUMENT: Drawing-No-M14-01FRev.-A-Series titled -Aluminum Tube Mullion", sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County.Product Control. Section MISSILE IMPACT RATING: Large and Smolt 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 NOA No. 14-0529.16 consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed. by Jorge M. Plasencia, P. E. Having Jurisdiction (AHJ). MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • 70//,,L 16- NOA No. 17-1218.14 Expiration ®. te:"Octobee ' ` =9 Approval Date:, February;22, 2018._ Page 1 . . . Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE. SUBMITTED UNDER PREVIOUS APPROVAL # 14-0529.16 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14—01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. '' • ••.. B. TESTS •• • • •• •• •• . • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • "" 2) Uniform Static Air Pressure Test, Loading per FBC, T4S 2Q2-94 3) Water Resistance Test, per FBC, TAS 20294 • • • . along with marked —up drawings and installation diagram of •C1ippecj• aluiliinum •: • •' mullion at fixed windows, prepared by Hurricane Engineering •Testing' Int;', Test • Report No. HETI-08-2192A, dated 01/15/09, signed and sealed :1;y Candido F. Fonts '. P. E. • • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 23�94 • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • along with marked —up drawings and installation diagram of a clipped aluminum mullion at a fixed window/ a single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s IHETI-08-2192B and IIETI-08-2166C, both dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. 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 single hung window, prepared by Hurricane Engineering .& Testing, Inc_., Test Report No..IETI=08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS- 1. Anchor verincation calculations and structural analysis, complying with FBC-2010 and FBC 56 Edition (2014), prepared by AI—Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E—I Jorge M. Piasencia, P. E. uct Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC-2010 and FBC 5th Edition (2014), issued by Al-Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limit liability company, active and organized under the laws of the State of f lorirla, dated02721/11 . and signed by Kurt S. Browning, Secretary of State. • • • •• •• • •• •• • • 3. Laboratory compliance letter for Test Reports No "s)D :'TI--0r-2192A, HETI-08 2192B, HETI-08-2166A and HETI- 08-216 ,. all •iss ;ed b Hurricane Engineering & Testing, Inc., dated 01/15/09, sigiiecl and •gisdl1d by • • • • Candido F. Font, P. E. • • 4. Proposal No. 08-0236 issued by the • Product Control, dated •08/04/08,• Sigded by • Manuel Perez, P. E. • •• ••• • G. OTHERS 1. None. • . • • • •• . . • • . . • .• .. . • . • . . • .. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MVI14-01 Rev. A, Series titled "Aluminum Tube Muion", sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Structural analysis, complying with FBC 6th Edition (2017), prepared by Al-Farooq Corporation, dated 11/30/17, signed and sealed by Javad Ahmad, P E D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-2 orge Ni. Plasencia, P. E. Prod et Control Unit Supervisor NOA No_ 17-1218.14 Expiration Date: October 23, 2019. Approval Date. February 22, 2018 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, issued by A1—Farooq Corporation, dated 11/14/17, signed and sealed by Javad Ahmad, P. R G. OTHERS 1. This NOA revises NOA #14-0529.16, expiring on 10/23/19. ; .• .. . . .... • • .... . . .. .. • • . • • • • • .. . .• •. • • .... • .. • . • • .•. . . • • . .• • • • ... . • • • . • . . • • • • • . • •. • • . • Jorge M. Plasencia, P. E. ProBuct Cantrol Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 E-3 MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WTTH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. t RECTANGULAR Al UM(NIJM ZUBE .twit IONS USING MUIL`#t3fi pRbP£RTIES"ONLY NOTES: ~^ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS I. WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LDADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCRFACF 15 USED IN DESIGN OF ANCHORS INTO W000 ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT UMTTED TO SIttL/METAL SCREWS, THAT COME INTO CONTACT WTDI OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECDVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDRIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL INSTRUCTIONS. USE CHARTS AND GRAPHS AS FOLLOWS. STEP 7 STEP Z STEE 3 SILS' 4 SILN DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAW-0ADE COUNTY APPROVED GLAZING PRODUCTS MEETING A80VE LOAD REQU&MENIS. USE CONNECTION TD MULLION AS PER PRODUCT APPROVAL USING CHARS ON SHEET 3 SELECT MLLLK:N SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE W1TH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STOP I ABOVE. 4.000 6.000 II es, II TL 1_ 2.000 -.i III _TYPICAL WINDOW FRAME TUBULAR SHAPES ALLOY = 6063-T6 -T TTr4 I I I I I I I I I 1 1 T Vr I I 111 II L1lV1-=== l TYPICAL IL i1~GLAZING PRODUCT I II t.000 JL__ I•Ja____l II B II U 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING •• • • • • • • • • •• • OOOOO -• • • • • • • • • • • •• • • • •• PRODUCT REVISED as complying with the Florida • • • • Boildin� ode • • • NOAlo, • •19.1218.1 b • • •• • E:�irali:o Date 90/23/2Od Si • • • • B • • • • • Y Miam uct control* • • • • • • ••• 4.000 1,11111111111 STAIE OF in z O — f CO 07 z J ( drawing no. l M14-01 (sheet 1 of 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • 3.000 1.000 �.125 —.125 Ia = .9502 IN\4 Si = .6335 IN\3 1 X 3 STD. MULLION 6063-T8 4.000 It = 2.0374 IN\4 Si = 1.0187 IN\1 "P X 4 '.S@. MULLION...../ 6063-T6 1.000 I .375 3.000 1 .375 —.125 Ix - 1.538 IN\4 Ss = 1.0254 01\3 1 X 3 CUSTOM MUWON 6063-T8 1.000 .375 4.000 375 —.125 Ia - 3.1878 IN\4 Sa - 1.5939 IN\3 1 X 4 CUSTOM MULLJON 6063-T6 4.000 _-2.000--LE.125 Ta - 2.9762 5\4 Si = 1.4881 w\3 2 X 4 STD. MUWON 6063-T6 —.125 2.000 --2000 �I 1/2' MM. ANGLE CLIP 6063-T6 -1.710j- .125 TrP. 1 2.125 5.500 MUWON CLIP 6063-T6 �1.718 _.125 l 1125 5.500 MULLIOJ1 CUP 6063-T6 • • • 6.000 1---2.000—tf.125 La = 8.2757 IN\4 Sa. = 2-7586 IN\3 2 X 6 STD. MULLJON 6063-T6 —.125 6.000 r-2.000-1_[-.250 } a- 152051 w\4 Si = 5.0677 IN\3 2 X 6 HEAVY MULIJON 6063-T6 —.250 •• • • • • • • • • • •• • • • • •• •.._ • •• • • • .. • . • •. PRODUCT REVISED as complying with the Florida Guiding Code • • • NOA-lio. • ii "'t218. 4 • • • • • E�atlan n2410/23/2019 • • • • • •• • • • :. % • . . . • Miar .•_>"e P. et Co • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 11141111! 1, ALUMINUM TUBE MULLIONS 0 9 9 drawing no. M14-01 (sheet 2 of 9 41. U 1W o1 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X3 114 1X3 1X4 2X4 2X8 2X6 WINDOW DIMS. 1X3 1X4 1X3 1X4 2X4 2X8 2X8 WINDOW DIMS. 113 1X4 1X3 1X4 214 2X6 2X6 wpm (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WI0H (W) MULL SPAN STD. S. TD CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY TA1rFAR000 CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (CA.N. 3538) TEL (308) 2848100 FAX. (305) 262-6978 Z p 242" 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/6" 75.3 120.0 720.0 120.0 120.0 120.0 120.0 19-1/8" - - - 59.9 56A 120.0 120.0 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 54.3 103.4 88.0 120.0 120.0 120.0 120.0 28-1/2' - - - 43.2 40.4 110.9 120.0 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30- 48.0 91.3 77.7 120.0 120.0 120.0 120.0 30" - - - 38.2 35.7 97.9 120.0 37„",r 120.0 a120.0® _120.0 120.0 120.0 120-0 120.0 37" 38.9 74.0 63.0 111.9 118.3 120.0 120.0 37'- - - 30.9 28.8 79.4 120.0 120.0 ( 120.0 120.0 120.0 120.0 120.0 120.0 42' 34.3 65.2 55.5 98.6 102.4 120.0 120.0 42' - - - 27.3 25.5 69.9 120.0 48"'"'�, 36-3/8" 120.0 `120Aa-'120.0 120.0 120.0 120.0 120.0 48 " 74-1/4" 30.0 57.1 46.6 86.3 89.6 120.0 120.0 48" 120' 23.8 22.3 612 111.8 54" W. " " 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54' 26.7 50.7 43.2 76.7 79.7 1120.0 120.0 54" - - - 21.2 - 54.4 99.4 60" 112.5 120.0 120.0 120.0 120.0 120.0 120.0 60' 24.0 45.7 38.9 690 71.7 120.0 120.0 60' - - - - - 49.0 89.5 66" 1023 120,0 120.0 120.0 120.0 120.0 120.0 66' 21.8 41.5 35.3 827 65.2 119.7 120.0 66" - - - - - 44.5 81.3 72" 93.8 120.0 120.0 120.0 120.0 720.0 120.0 72" - 38.0 32.4 57.5 59.7 109.7 120.0 72" - - - - - 40.8 74.6 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 520 110.6 84.2 120.0 120.0 120.0 120.0 19-1/8" - -_ - 45.0 42.0 116.8 120.0 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 37.5 79.8 60.8 120.0 117.7 120.0 120.0 26-1/2' - - - 32.5 30.3 84.3 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 33.2 70.5 53.7 106.3 104.0 120.0 120.0 30' - - - 28.7 26.8 74.5 120.0 37" 120.0 1120.0 120.0 120A 120.0 120.0 120.0 37' 26.9 57.2 43.5 86.2 843 120.0 120.0 37" - - - 23.2 21.7 60.4 110.8 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 23.7 50.4 38.3 76.0 74.3 120.0 120.0 42- - - - 20.5 - 53.2 97.6 ALUMINUM TUBE MULLIONS ECO WINDOW SYSTEMS, LLC. 8502 N.W. Both STREET MEDLEY, FL. 33168 TEL. (305) 885-5299 FAX (305) 885-5902 48' 42" 116.8 120.0 120.0 T20.0 120.0 120.0 120.0 46" 84' 20_7 44.1 33.5 66.5 65.0 120.0 120.0 48' 132" - - - - - 46.5 85.4- 54" 103.8 120.0 120.0 120.0 120.0 120.0 120.0 54" - 39.2 29.8 59.1 57.8 113.5 120.0 54" - - - - - 41.4 75.9 60" 93.4 720.0 120.0 120.0 120.0 120.0 120.0 60" - 35.3 26.8 53.2 52.0 102.2 120.0 60' - - - - 372 68.4 66" 84.9 120.0 120.0 120.0 120.0 120.0 120.0 66" - 32.1 24.4 48.3 47.3 92.9 120.0 68" - - - - - 33.8 62.T 72" 77.9 120.0 120.0 120.0 t20.0 120.0 120.0 72" - 29.4 22.4 44.3 43.3 85.2 120.0 72' - - - - - 31.0 57.0 19-1/6" 120.0 120.0 120.0 120A 120.0 120.0 120.0 19-1/8" 34.6 74.8 56.4 1169 109.3 120.0 120.0 19-1/8' - - - 34.6 32.4 90.0 120.0 26-1/2" 120.0 120.0_.. _120.D 120.0 120.0 720.0 120.0 26-1/2' 25.1 54.0 40.7 84.4 78.9 120.0 120.0 26-1/2" - - - 25.0 23.4 64.9 1192 Ci0 120.0 '- 120.0 120.0 120.0 120.0 120.0 120.0 30' 22.2 47.7 36.0 74.5 69.7 120.0 120.0 30' - - - 22.1 20.6 57.4 105.3 JT^�^ 103.1 `120.0'..120.0 120.0 120.0 120.0 120.0 37' - 38.7 29.2 60.4 56.5 120.0 120.0 37' - - - - - 46.5 85.4 42" 90.8 120.0 120.0 120.0 120.0 120.0 120.0 42' - 34.1 25.7 53.2 49.8 110.9 120.0 42' - - - - - 41.0 75.2 48' % 50-5/8' f 79.5 120.0 120.0 120.0 120.0 120.0 120.0 48' 98' - 29.8 22.5 46.6 43.5 97.0 120.0 4e' 144" - - - - - 33.8 65.8 ,34' 70.6 112.5--111.6 120.0 120.0 120.0 120.0 54' - 26.5 - 41.4 38.7 86-2 120.0 54" - - - - - 31.9 58.5 ` 60' 63.6 101.3 100.4 120.0 120.0 120.0 720.0 60" - 23.8 - 37.3 34.8 77.6 120.0 e0' - - - - - 28.7 52.6 66". 57.8 `-92.1'"` -913 120.0 120.0 120.0 120.0 66" - 21.7 - 33.9 31.7 I 70.6 120.0 66' - - - - - 26.1 47.9 72" 53.0 84.4 83.7 120.0 120.0 120.0 120.0 72' - - - 31_1 29.0 64.7 118.3 72" - - - - - 23.9 439 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - - 82.1 76.8 120.0 120.0 26-1/2' 89.0 120.0 120.0 120.0 120.0 120A 120.0 26-1/2' - - - 59.3 55.4 120.0 120.0 ARCHES TO BE INSCRIBE MULLON INSIDE RECTANGULAR SHAPE (revisions: ) no dots by description A 11.16.1 F UPDATED 10 2017 FBC ,so-_,78.6 _120.0_ 120.0 120.0 120.0 120.0 120.0 30" - - - 52.3 45.9 120.0 120.0 -HORIZONTAL i 63.7 104.3 1032 120.0 120.0 120.0 120.0 37" - - - 42.4 39.7 957 120_0 37' 42' "' 58.1 `"91:9�`'909 120A 120.0 120.0 120.0 42" - - - 37.4 35.0 87.0 120.0VI �M1pGLLj.1 3 32.7 30.6 76.1 120.0 48" 63" 49.1 80.4 79.5 120.0 120.0 120.0 120.0 48" 108" - - - , 54" 43.7 71.5 70.7 108.3 111.5 120.0 120.0 54" - - - 29.1 272 67.6 120.0 Z 60" 39-3 643 63..6 97.5 100.3 120.0 120.0 60' - - - 26.2 24.5 60.9 111.3 GLAZING GLAZING 3 86" 35.7 58.5 57.13 88.6 91.2 120.0 120.0 66" - - - 23.B 22.2 553 1012 PRODUCT �p 72" 32.7 53.6 53.0 61.3 83.6 120.0 120.0 72' - - - 21.8 20.4 50.7 92.7 GLAZING PRODUCT GLAZING PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). Wl - W2 MULLION SPAN NOTE: •• • • • • • • • • •• • MULLIONS RATED IN THESE CHARTS MAY BE ORIENIEu • • • r.,.- 0,, tuuiJ,rr NA rr VERTICALLY OR HORIZONTALLY. • • • ;• �� R� �l �, GEN. �\ (INTERPOLATION BETWEEN WIDTHS ALLOWED) 'TYPICAL MUWON•t•R ATM :Et'TS • • [� Caal6: J [dr. by: TARI] [ohk. by: 1l • • •• f,� W7 4 WIDTH PRODUCT REVISED / a as mg with the Florida = (W) 2 Buihimg Code • • • • • NO 17-1• 218.14 - • tr. - drawing no. M14-01 • • • �lcpic:lon Dat•,0l23/90'1! • -. STATE Of ioj • • ••• MULLIONS ••• :. • . By B, • • %,�s, �,,. • • • • ilia r i • rrrl I, in 101AA. (sheet 3 of 9 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• DESIGN LOAD CAPACITY - PSF DESIGN SHAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �U MULLION \M 14-01 ESW )I WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b W10TH (w) MULL SPAN A2 A4 ' A6 B2 B4a Bob WIDTH (IV) MULL SPAN A2 A4 A8 B2 B4a Hob AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL. (305) 2643100 FAX. (305) 262897E 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8" 97.9 120.0 120.0 627 90.4 120.0 28-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 28-1/2" 114.2 120.0 120.0 732 105.4 120.0 26-1/2' 70.8 120.0 120.0 45.3 65.2 90.6 30" 120.0 120.0 120.0 120.0 120.0 120.0 30" 100.8 120.0 120.0 64.6 93.1 120.0 30' 62.4 108.8 120.0 40.0 57.6 80.0 ..120.0,, ,."120.0.R -120.0- 101.4.. 4420.0, .120.0.,.. 37" 81.8 120.0 120.0 52.4 75.5 104.8 37' 50.6 68.2 120.0 324 46.7 64.9 „,..37" 427 1120.0 1 120.0 120.0 1 89.3 ) 120.0 j t 120.0 42' 72.0 120.0 120.0 462 665 92.4 42' 44.6 77.7 116.6 28.6 41.1 57.1 "•'48"JJJJ!!( 38-3/8" 120.0" 120.0 •`120.0-' 78.2 112.8 '120.0a' 48' 74-1/4" 63.0 109.9 120.0 40.4 58.2 80.8 48" 120' 39.0 68.0 1020 25.0 38.0 50.0 54" 108.4 120.0 120.0 69.5 100.1 120.0 54' 56.0 97.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22-2 32.0 44.4 60" 97.6 120.0 120.0 625 90.1 120.0 60' 50.4 87.9 120.0 32.3 46.5 64.6 60' 31.2 54.4 81.6 20.0 28.8 40.0 66" 88.7 120.0 120.0 56.9 81.9 113.7 66" 45.8 79.9 119.9 29.4 423 588 68" 28.4 49.5 74.2 - .262 36.4 72" 81.3 120.0 120.0 52.1 75.0 1042 72" 42.0 73.3 109.9 26.9 38.8 53.9 72" 26.0 45.3 68.0 - 24.0 33.3 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 821 114.1 26�1/2" ,120.0- ,,.120.0._ -120.0,,"..120.0.,.,,8120.0% ,,.120.0,., 26-1/2" 100.9 120.0 120.0 64.7 93.2 120.0 28-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 " 30' N '.. 120.0 • 120.0 1 120.0 ; 1143 C 120.0 , 120.0 30' 89.1 120.0 120.0 57.1 823 1143 30" 56.7 98.9 120.0 36.4 52.4 727 37".41 "120.0"' `•-120.0" "120.5' '-927� 120.0 '120:0' 37" 72-3 120.0 120.0 46.3 66.7 92.7 37' 46.0 80.2 120.0 29.5 42_5 59.0 42- 120.0 120.0 120.0 81.6 117.6 120.0 42' 63.7 111.0 120.0 409 58.8 81.6 42' 40.5 70.6 106.0 260 37.4 51.9 ALUMINUM TUBE MULLIONS ECO WINDOW SYSTEMS, LLC, 8502 N.W. 80th STREET MEDLEY, FL 33166 TEL (305) 885-5299 FAX (305) 885-5802 48" 42' 111.4 120.0 120.0 71.4 1029 120.0 48" 84" 55.7 97.1 120.0 35.7 51.4 71.4 48' 132" 35.5 61.8 927 227 32.7 45.5 54" 99.0 120.0 120.0 63.5 91.4 120A 54" 49.5 86.3 120.0 31.7 45.7 83.5 54" 31.5 54.9 82.4 202 29.1 40.4 60' 89.1 120.0 120.0 57.1 823 T14.3 60' 44.6 77.7 116.6 28.6 41.1 57.1 60" 28.4 49.5 74.2 - 262 36.4 66' 81.0 120.0 120.0 51.9 74.8 103.9 66' 40.5 70.8 106.0 26.0 37.4 51.9 66" 25.8 45.0 87.4 - 23.8 33.1 72' 74.3 120.0 120.0 47.8 68.6 95.2 72' 37.1 64.8 97.1 23.8 34.3 47.6 72" 23.6 41.2 61.8 - 21.8 30.3 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 1200 12C.0 78.4 1129 120.0 19-1/8' 61.6 120.0 120.0 52.3 75.3 104.E 25-1/2" 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2" 88.3 120.0 120.0 56.6 815 113.2 26-1/2' 589 1026 120.0 37.7 54.3 75.5 30' 120.0 120.0 120.0 94.8 120.0 120.0 30' 78.0 120.0 120.0 50.0 720 100.0 30" 52.0 90.7 120.0 33.3 46.0 66.7 37' 119.9 120.0 120.0 ' 76.9 110.7 120.0 37" 63.2 110.3 120.0 405 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1 42' 105.7 120.0 120.0 67.7 97.5 120.0 42' 55.7 97.1 120.0 35.7 51.4 71.4 42' 37.1 64.8 97.1 23.8 34.3 47.6 48' 'j0-5/g 92.4 120.0 120.0 59.3 85.3 118.5 48' 99" 48.8 85.0 120.0 312 45.0 625 48' 144' 325 58.7 85.0 20.8 30.0 41.7 ,.....54*--, ,.822:., IMO..,- ,..120.0.. 52.7 ,75.9 ,_105.3®. 54" 43.3 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 28.7 37.0 60'. 74.0 # 120.0 t 120.0 ) 47.4 168.3 ( 94.8 1 60' 39.0 68.0 102.0 25.0 36.0 50.0 60' 26.0 45.3 68.0 - 24.0 33.3 B6' 672 1172"" 120.0 - 43.1 `621 `86.2- 66" 35.5 61.8 92.7 227 327 45.5 66" 23-6 412 61.8 - 21.8 30.3 72" 61,6 107.5 120.0 39.5 56.9 79.0 72" 32.5 56.7 85.0 20.8 30.0 41.7 72' 21.7 37.8 56.7 - 20.0 27.8 19-1/8" 120.0 120.0 120.0 1195 120.0 1200 19-1/ 8" 108.8 120.Q 120.0 69.7 100.4 120.0 ARCHES 10 BE INSCRIBED 'TYP 26-1/2" 120.0 120.0 12D.0 86.3 120.0 120.0 26-1/2" 785 120.0 120.0 50.3 72.5 100.6 ICAL ANC µ C rINSiOE RECTANGULAR SHAPE {I fl ' UPDATED TO 2017 FBC „1,16.9,- 120.0� y t2n n .,, 76.2„, „109J.", 120.0 30' 69.3 120.0 120-G 44.4 640 88.9 (HORIZONTAL MUWON .�'N �,,..3p' 96.4 1 120.0 120.0` `54.4`" `78:4'r *108.8�. ) - 42" 49.5 86.3 120.0 31.7 45.7 63.5 ' ®, ,,_ i P � < ' ", ; 48' g3' 74.3 120.0 120.0 47.8 58.6 852 48' 108" 43.3 75.6 113.3 27.8 40.0 55.6 MULIJON -n f 7" 54" 66.0 115.1 120.0 42.3 61.0 84.7 54' 38.5 67.2 100.7 24.7 35.6 49.4 o za '�1i l \ fi0' 59.4 103.6 120.0 38.1 54.9 76.2 60" 34.7 60.4 90.7 222 32.0 44.4 GLAZING GLAZING m \ANtrCH 0 �1 -- 66"HORS 54.0 942 120.0 34.6 49.9 69.3 66" 31.5 54.9 82.4 20.2 29.1 40.4 PRODUCT PRODUCT ; 72' 49.5 863 120.0 31.7 I 45.7 63.5 72" 289 50.4 75.6 - 26.7 37.0 �,... N. GLAZING GLAZWG t PRODUCT PRODUCT TYPICAL n," ALL LOADS ARE EXT,(+)/INT.(-), "mc##ooR5 ANCHORS 1181 W1 W2 MULLON SPAN NOTE: JRIMINI ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER • • 1S PI LOCATIONS AT HEAD, SILL OR JAMB ENDS. •• • • • • N• EMENT.$, 001111 11,/,, • I O I ' I� -- F I .. 45 • • • • • •� wt•+ wz wQl.I{ W1 i NO. '�i FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. • • • (Y5o • • • • • • )q \\ (IN I ERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • 1. PRODUCT REVISED _ , as complying with the Florida - - .. Building Code . - _ - NOa-•lo. • • i7•-121844 • • • • • f•. �, drawing no. M14-01 Expiration •e 10/23/20A • • • •• \'-O 1EOF , kI '�••,•omop.-\�: ANCHORS • • • • •• • • • W a Broduct Cy> • • • • • �77i7j 411E 11`' ` PA• - to • • /Illllll (sheet 4 of 9 ) ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• TYPICAL ANCHORS 2 PER CUP (1 ON EACH WING) #14 SUS 1-3/4" 0.C. MIN. 4 PER CUP ANCHORS TYPE `A2' o 2" rYPIc TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) #14 SMSJ 1-3/4" O.C. MIN. 4 PER CUP ANCHORS TYPE `A4' FLOATING CUP SNUG FIT INSIDE MULL TYPICAL ANCHORS 1 PER ANGLE #14 SUS 1-3/4" 0.C. MIN. 2 PER ANGLE TYPICAL ANCHORS 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4' O.C. MIN. 2 PER ANGLE CONE ,6 \ OR 2X 2 X 1/8' ALUM ANGLE •• • • • • • • • • •• • • •• • • • • • .. • • • •. • • • •. • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • •• • •• • • • • • • • • • • • • TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 7/4' D64 ULTRACONS BY `ELCO' (Fu=177 K51. Fy=155 K51) OONCRETE 1-3/4' 2-1/2' 7/4" OL4. SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/8" 3/4" CONCRETE = f'c = 3000 P51 MIN. METAL = 1/8. MIN. THK. STEEL FY = 36 K51 MIN. 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX 0R FLAT HEAD. ALL CUPS AND ANGLES TO FTF SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROT EL, IEU WITH ALKALI -RESISTANT COATINGS, SUCH AS BIUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. PRODUCT REVISED as complying with the Florida Building God* NOA-No. 17-121S-14 Exptratlon Date 10/23/2019 Eh Miam Dad roduct control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4,0 110 • • • • • • • • • • • • • • • • • • TYPICAL ANCHORS 6 PER CUP (3 ON EACH WING) L‘. 114 SILLS 1-3/4' O.C. MIN. 6 PER CUP ANCHORS TYPE `A6' TYPICAL ANCHORS 3 PER ANGLE FL3A11NG CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4' O.C. MIN. 3 PER ANGLE •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• 4\\ 2 X 2 X 1/8' ALUM ANGLE TYPICAL ANCHORS: ANCHOR ITYt, SUBSTRATE MIN. 614860. MIN. EDGE DIST. 1/4' OUP ULTRACONS BY 'Eb..O' (Fu=177 KS. Fy=155 KSI) CONCRETE 1-3/4' 2-1/2' 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) HET L 1/6' 3/4' CONCRETE = Fc = 3000 PSI MIN. METAL = 1/8' MIN. THK. STEEL Fy - 36 KSI MIN. 1/8" MIN. THK ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE 1-16X OR FLAT HEAD. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS. CUPS OR ANGLES CONNtoItu DIRE" LY TO MASONRY TO BE PROTECTED WITH AI ru I -RESISTANT COATINGS, SUCH AS -BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. PRODUCT REVISED as complog with the Florida Buiidmg Code • • • • • • • • • • • NOA-Nlo. 17.421&14 • • • • • • • • • • • • • • • • • • Expiration Da - 0/23/2019 • • • • • • • •• • •• • • • • • • • • • • • • Product Control �}111 I♦II�1l )�I� ••• • • • • • • • • • •• • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • e 3/8' MIN. T5P. 2 7/8' TYPICAL • TYPICAL ANCHORS 2 PER CUP (1 ON EACH WING) /14 SMS 1-3/4" 0.C. MIN. 4 PER CUP ANCHORS TYPE 'B2' TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING) L 114 SMS 1-3/4' 0.C. MIN. 4 PER CUP 1 ANCHORS TYPE 'B4a' FLOATING CUP SNUG FIT INSIDE MULL TYPICAL ANCHORS 1 PER ANGLE #14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE I FLOATING CUP SNUG FIT INSIDE MULL TYPICAL ANCHORS 2 PER ANGLE #14 SMS 1-3/4' 0.C. MIN. 2 PER ANGLE �FI�iEo BUi OR L2X2X1/8' ALUM ANGLE Ofl� Ed �D� 007) �TRU\ RE 2 X 2 X 1/E' ALUM ANGLE •• • • • • • • • • •• • •• • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • : • • • • Dpiraeon Da 0/23/2019 • • •• • •• • • • • ay • • • • • MI •� — Miami -Da Product Control TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4' DIA. ULTRACONS BY •ELCO' (Fu-l77 KSI, Fy..155 KSI) MASONRY 1-3/4' 2-T/2' WOOD 1-1/2' 1' W000 2BY W000 BUCKS OR W000 STRUCTURE S.G. - 0.55 MIN. MASONRY - C-90 HOLLOW/FILLED BLOCK Fm w 2000 P51 MIN. IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER T#1EM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. PRODUCT REVISED as compWrig with the Florida • • • Building P.de • • • NOA-No. 17-1218.14 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • air 3 0 ?ill DAIALI�.�.v FAX (305) 885-5902 drawing na. M 14-01 (sheet 7 of 9 TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING) TYPICAL ANCHORS 2 PER ANGLE 411.' R r:4 II. • #14 SMS 1-3/4' O.C. MIN. 5 PER CUP ANCHORS TYPE `B4b' \\ FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4' O.C. MIN. 3 PER ANGLE •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• r 9LtlEK\ W 2 X 2 X 1/8' ALUM ANGLE 1YYICAL ANCHORS: ANCHOR TYPES SUbJi NATE MIN. EMBED. MIN. EDGE DIST. 1/4' DIA. ULTRACONS BY •ELCO• (Fu=177 KSI, Fy-155 KSI) MASONRY 1-3/4" 2-1/2" W000 1-1/2" i 1" WOOD = 2BY W000 BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK f n = 2000 PSI MIN. IBY 0R 2BY W000 BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING JTJIGM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HE( OR FLAT HEAD. PRODUCT REVISED as complying with the Florida Buildim9 Code • • • • • ••• •• • NOA-No. 17-1218.14 • • • • • • • • • • • • • • •• • • • • • • • • • •• • •• • • • • By • • • • • • • • Miami' roduct Control Expiration Data 10/23/2019 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • drawing no. M14-01 (sheet 8 cf 9 • #14 SMS SEE CHART FOR OUANTMES #14 FH SMS 2/ SIDE 1/8' THICK ALUM CHANNEL LENGTH TO FTT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE THIS SCREW CAN DE INSTALLED IN EITHER DIRECTION 1p TUBE MULLION TUBE MULLION #14 FH 5M5 1-1/2- 0.C. MIN. SEE C11PR5-N FOR OUWNTINES #14 FH SMS 2 PER CUP 1' 0.C. MIN. 1-3/4" X 2' X 1/8' (FOR 2BY TUBE) 3/4' X 2' X 1/8' FOR (1BY TUBE)J ALUM ANGLE CUT TO FT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION #14 5M5 SUBSTRATE Ed. = MIN. EDGE DIST.'MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2' • •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• ANCHOR CHART TYPE A2 TYPE A4 N0. OF SCREWS 2 3 TYPE A6 4 PRODUCT REVISED as com•hing with the Florida Building Coodde • • • • • • • • • • • NOA-No. 17-1218.14 • • • • • • • • • • • • • • • • • • Expiration mite 10/23/2019 • • • • • • • • • • • • • • • • By • • • •• •• •• • • Moat FDa roduct Control O J J 6 drawing no M 14-01 (sheet 9 of 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. (DESCRIPTION: Series "Eco-Guard 560" Aluminum Project Out Window —1 ltif . NIIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv *000 . APPROVAL DOCUMENT: Drawing No. W11-08, titled "S-560 Aluminum Project4ut Wdw: L 4.I.)" • sheets I through 6 of 6, dated 02/24/11, with revision F dated 09/27/17, prepared by e41•Farooq Corporation: . signed and sealed by Javad Ahmad, P.E.. bearing the Miami -Dade County Product Ctm rol stamis • with the Notice of Acceptance number and expiration date by the Miami -Dade Ldtinty Product Control •: • •• . Section. . . . • • • (MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's ?lame o e r lograjt4 state, series, and following statement: "Miami -Dade County Product Control Approved", hitless otherwise noted herein. • • . . • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.09 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. 17-1011.25 Expiration-Date:=May•20-2021`° Approval Date: December 21, 2017 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. 11-0309.05) 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 E dated 06/23/15, prepared by A1-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 window, prepared by Hurricane Engineering and Testing, Inc., Test Renorts.No. • ....• HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed anti sealed.b•y 42andido •. • • F. Font, P.E. •• • (Submitted under NOA No. 11-0309.05) • • . • •••• • C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with •FtiC 5t1'' • •: • Edition (2014), prepared by Al-Farooq Corporation, dated.U3/1T115 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5thl Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. S'AnJ 2174 ' Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.259 Expiration Date: May 26, 2021 Approval Date: December 21, 2017 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. 13-0206.06, issued to Eco Window Systems, LLC for their Series "Eco-Guard 560" Aluminum Projected Out Window — L.M.I., approved on 05/02/13 and expiring on 05/26/16. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. 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. None. C. CALCULATIONS 1. None ... to • . .... . . .• .. . .. • • • . • 0000 .... • • .... • • • •. OAP 00 00 the D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic ResourtesIF R). • . • . 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 5th Edition (2014), with FBC 66 Edition (2017), and of no financial interest, dated September 26, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.09, 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. Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.25 Expiration Date: May 26, 2021 Approval Date: December 21, 2017 E-2 • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 WDW. WIDTH WDW. HEIGHT 19-1/8' 26-1/2" 32" 37" 42" 48" 53-1/8° 53-1/8" 53-1/8' 53-1/8' 53-1/8" 46-3/4" 40-7/8" 37' FALSE MUNTINS (SURFACE APPUED) MAY BE USED MAXIMUM DESIGN LOAD RATING = + 70.0 PS!) (FORSIZES'SHOWN-A80VE'OR' SMALLER) - /0.0 PSF 7" MAX. HEAD/SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. CO —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 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2B'Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFELY 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 9 3/4' MAX. HEAD SILL TYPICAL ELEVATION 1/8" HEAT STREN'D. GLASS 090' Interloyer Trosifol PVB By 'kuraray America, Inc.' 1/8" HEAT STREW!). GLASS SIUCONE DOW CORNING 894 © 0i1' i mosci4_, Tery v. 1/4 POINTS 04+fiES • • WIDER THyN .¥" ONNY • • • • • • •• •1 -` • • • € GLASS VEYPE• • • • • • SLAVS TYPE 'AA' • • • • • • • • GLAZING OPTIONS i • • • • • • c • •• • • • LOCKING POINTS SEE CHART WDW. HEIGHT UPTO 26" 38-3/8" 50-5/8" 53-1/8" NO. OF KEEPERS AT SASH 2 3 4 4 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB By 'kuroray Americo. Inc.' 1/8" HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • AT /4 POINTS ALL. SIZES 12 1/2' MAX. HEAD SILL TYPICAL ELEVATION Z a 6" MAX. HEAD/SILL CORNERS SETTING BLOCKS AT LAM. GLASS AND INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 17n thy!-Tvr;da L_- 0 5 G Gi�irericn as Zvl( By 6;fa"j EIts ;.iLisrni AT3e Product Con rut 0 0 0? 0 • 0 U Ln N w O 5r' M O co 1 Z� ryE 0 SJ I c0 0 5 REV. PER RER COMMEMS 8 c v drawing no. W11-08 sheet 1 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY WOOD BUCK METAL STRUCTURE 1I MIAMI—DADE COUNTY APPROVED 11 j I MUWON do MUWON ANCHORS I I SEE SEPARATE NOA I I EDGE I I I DIST. IL I I TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST • • • •• OOOOO• to • • • • • • • • • • • • • • •• •. ••• •• • • 4. •;, • • • • ICgL Aitirs : : • • • • E SPACII• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • N TYPICAL ANCHORS SEE ELEV. FOR SPACING (TYPICAL ANCHORS:S ELEV. FOR SPACING 9 '4' DIA. ULTRACDN BY 'ELCO'"'(Fu-177 KS, Fy-155 KSI) INTO^-28Y WOODµBUCKS'LOR-WOOD1STRUCTURES 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) 04 SMS ORSELF DRIWNC SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES 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) a 12 SMS OR SELF DRIWNG SCREW (GRADE 2 CRS) 1NT0'MIAMI DADE'COUNTY'`APPROVED"MU LLION S (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) TYPI CAL ,F F[X DICTANC,F 1NT0'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/F1LLED NORMAL WEIGHT BLACK AT JAMBS f'm = 2000 PSI MIN. ! 9-k1145 R,�:fang Zhsw Lela : Cad_ Prceact Conaoi O pt./ NAL , L1111111 0 3 0 0 v 0 a z 0 COMP-ANL\W11 -08EC0 FAX (305) 885-5902 a 0 Fr - drawing no. W11-08 sheet 2 of 6 1/4' MAX TYPICAL ANCHORS SEE ELEV. FOR SPACING 8s METAL STRUCTURE 1/4' MAX. SHIMS 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L OPG. VENT WIDTH WINDOW WIDTH r 1 /4" w MIAMI-DADE COUNTY APPROVED MUWON SEE SEPARATE NOA WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH •• ••• • • • • • •• • • • • • • • • • • • • • •- • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • • •• • • • • • • • • • •• • •• • • • • • • ••• • • • 1 /4" MAX. SHIM 2BY W000 BU •`OD STR RE 1iih fiorida in04o1l.z5 Isl. zoz 1 nr S" fr+"g zllao Q r..s an:i 9z tuck.. CurtGut TYPICAL ANCHORS SEE ELEV. FOR SPACING LL 11111111/IA �•''uc�rlsE"'�'O . 70592 TE OF A'11�``S``'` S-560 ALUMINUM PROJECT OUT WDW. (L.M.I.) of 0 0 O a 0 0 c drawing no. W11-08 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0410 • • sheet 3 of 6 EDGE DIST. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE rr NMI—DADE COUNTY APPROVED MUWON & MUWON ANCHORS j SEE SEPARATE NOA EDGE DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS TYPICAL ANCHO SEE ELEV. FOR SPACING •• • • • • • • • • • • • • • • • • • •• ••• •• • • • •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ALT. RS Q ° ° I Wit • • • • • ••• •• • • • • • • • • • • • • • • • •• • • • • • • • • • •• • •• • • • • • • • • • • • • PRODUCT REVISED L .s complying with the Florida Acceptance No .I :,.citation Date , TE OF By Si ?%'1Qo i OR10►•.•: � Miami Dade adact Central �� • !!! 11 NAL 0%` FAX (305) 885-5902 .°I drawing no. W11-08 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • sheet 4 of 6 FRAME HEAD/SILL/JAMB GLAZING BEAD (LAM. GLASS) 1—.130 803 GLAZING BEAD (INSUL. LAM. GLASS) .245 .120 —I .720 1— SNUBBER - VENT 2.811 15 FLUSH FRAME ADAPTER 1.750 .493 1.750 .493 CORNER KEY .245 .780 — F.120 M-1256-"I—r O SNUBBER - FRAME ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPIIER/RRMARES 1 E501 4 FRAME HEAD/SILL/JAMB 6083-T8 - 2 E502 4 VENT 6063-T8 - 3 FY108 AS REQO. GLAZING BEAD (LAM. GLASS) 6063-T6 - 3A E505 AS REGD. GLAZING BEAD (INSUL LAM. G1A55) 6063-T8 - 4 E508 AS REQD. SNUBBER - VENT. FULL LENGTH 6063-T6 - 4A E509 AS REQD. SNUBBER - FRAME, FULL LENGTH 6083-T8 - 5 E506 OPTIONAL SCREEN FRAME 6063-T8 - 7 #10 X 1-1/4' AS REQD. FRAME AND VENT ASSEMBLY SCREWS - H WS SMS 8 E203 AS REQD. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REQD. GLAZING BEAD BULB. DUROMETER 65 SANTOPRENE ULTRAFA8 10 35.12,00.400 2/ VENT 4 BAR HINGES ST. STEEL TRUTH. INSTALLED WITH (2) #10 X 5/8' SOS 11 13098.92 1 MULTI POINT LOCK 8 5188 - TRUTH 12 31964.92 AS REQD. KEEPER STEEL TRUTH 13 52.13.012 1/ VENT ROTO OPERATOR ZAMAK/SR. TRUTH, AT 12' FROM ENDS 14 PS140-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 15 FY120 AS REQD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 16 - 2 ANTI SAD SKATE, AT 4-1/2" FROM EACH END NYLON MAN PLASTICS 17 #10 % 1-1/4" 2/ SKATE FH SOS SKATE SCREWS - - 18 /8 X 3/4" AS REQD. FH SMS SNUBBER SCREWS - IN PAIRS 2' APART, PAIRS SPACED AT 7-3/4' 0.C. 19 - AS REQD. SETTING BLOCK, 3/16" X 3/4' X 4" LONG EPDM DUROMETER 80*5 SHORE A 20 FL8-50 - GLASS SPACER - T/8" HIGH SILICONE FRANK LOWE 21 - - INSUL PASS 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 •• • • • • • • • • •• OPERATOY: • • • }•}__ • . • • • SINGLE ARM RQTO OP6P:TOO•42.y3.412:4:TRCTj1' LOCATED AT MIDSPAN OP FSAMG SILL • • • • FASTENED WIM(6) 11,9X 1•f' PH•SMS• • •• OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS • • • • • • • • •• • ANTI-AAQ SKAATES: • •• • •• • • • • NYLON ANTTS-SAG �9KLATE§ BY IM&M QPLASTIIES'• • • • EACH (2) TFASTBe/TiE RWeM ITHA(2) T (151-( 1- /4NP FH•• SOS.•• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • •• •• si:x:Jt'r 72t415^A7 -.� sA%LYing with Da Florida Codt Expisntcw Date a/, blzalI By .5;-1(44q Zha4' Miami ,Dada PTO4)91 C4 ira1 �111111111/TAA A1i 70592 •17 ONALI�I��`� (sheet 5 of 6 N 0 0 8 E drawing no. W11-08 VENT CORNER •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVISED with the Florida i:t:! Yo Lode i:ce:y �ncc .do E+:prtioo Datc _ By S, gi" g 2%740 6 rrodua Control ?��ttpD1 Aft 14�'/i' �P• VCEIVgF '••. �� 70592 ATE OF llltttt o oGig oae• Mot u- 0 ttl, n aorcC) e'o OcLogo 0elbr y0 I Wjw •^ IL Z N • ° Jaro Q W W E r 0 V a it a 0 m i 0 W O a. FAX (305) 885-5902 UPDATED TO 2017 F9C 0 dab. 02-24-11 drawing no. W11-08 sheet 6 of 6 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 FlorttaDttilding Code,_including.theHighVelocity Hurricane.Zone MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • • • • • Y DESCRIPTION: Series "Eco-Guard 550" Aluminum Fixed Window - L.M.I. • • • • • • • • APPROVAL DOCUMENT: Drawing No. W11-10, titled "S-550 Aluminum r''ixed 'Window L.M.I.)• sheets 1 through 6 of 6, dated 02/28/11, with revision E dated 09/27/17, prepared by &1-1arooq;Ceiporation„ • • • signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Produgt.rrintrol Revision.stamp.:..' with the Notice of Acceptance number and expiration date by the Miami -Dade. Mainly Proauct•Contros Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant i LABELING: Each unit shall bear a permanent Iabel with the manufacturer's fl: n2 Or logo,. pity, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.11 and consists of this page 1 and evidence pages E- I, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. • • • MIAMI-DADE COUNTY APPROVED • • . • • I_NOA No. 17-1011.20 Expiration Date: May 05, 2021 (—Expiration Date: December 21, 2017; .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.11-0309.07) 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 D dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 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 20 Y'94 • ; . • • . ' 2) Cyclic Wind Pressure Loading per FBC, TAS 103-94 • • • • along with marked -up drawings and installation diagram of an alnum fixed • • • window, prepared by Hurricane Engineering and Testing, Inc.,');est.12eporLs'1Vo.' • HETI-10-3146, HETI-10-3147 and HETI-10-3149, all dated 1 E# 9ht0, sigped•a>Zd • sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) • • • • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FJ3C T 2rJ2-94 . along with marked --up drawings and installation diagram 'o£• are alumixx�rn fixed • window, prepared by Hurricane Engineering and Testing, Inc., Test Report Nb.• HETI-10-3148, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th 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) fitj zh4 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 E--1 • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5tb Edition (2014), and of no financial interest, dated March 17, 2015, issued 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. 11-0309.07) G. OTHERS 1. Notice of Acceptance No. 13-0206.08, issued to Eco Window . Sys ems, L7.Q.i or their Series "Eco-Guard 550" Aluminum Fixed Window - L.M.I.,•appived pn f02/13 and expiring on 05/05/16. • • • • • . . • . 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window' tL.M.I.)" eft ets 1' through 6 of 6, dated 02/28/11, with revision E dated 09/27/17;1Mfired by Al Farooq • Corporation, signed and sealed by Javad Ahmad, P.E.• ••. B. TESTS •••••• 1. None. •••• • . . •••• . C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. 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. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 15, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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. ... . . . . .... . . . . .. . . .. . .... . . . .... • • . . . .... . • . .. . .. .. ..• .. • . • . . • . • . • . • • . • . .. . .. . • . • .. 4-:-r'3 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 E-3 FALSE MUNTINS (SURFACE APPUED) MAY BE USED WINDOW WIDTH 10 1/2" F. MAX HEAD SILL 1 TYPICAL ELEVATION 1/8' HEAT STREN'D. GLASS .090' Interloyer Trosifol PVB By 'kuroroy America, Inc.' 1/8' HEAT STREN'D. GIACS SIUCONE DOW CORNING 899 AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY GLASS TYPE 'A' GLASS TYPE 'AA' GLAZING OPTIONS mE V m 6' MAX. HEAD/SILL CORNERS 1/8' TEMP. GLASS 3/8' AIR SPACE 1/8' HEAT STREH 0. GLASS .090' Interlayer Trosifol PVB By 'kuroroy Americo, Inc: 1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 899 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ( O—GUARD SERIES-550 (ALUMINUM' FIXED WINDOW ) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST 8E DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL \3/16' HEAT STREN'D. GLASS .090' Interlayer Trosifol PVB By 'kuroroy Americo, Inc 3/16' HEAT STREN'D. GLASS • •• •••o • 0 1"I1 • p DTI 6 • • • AT 1/4 POINTS • • • • • • • ALL SIZES • • • • • • • •• • • SILICONE DOW CORNING 899 Too T J • • • • f II%• hc5 ON UTES • • O eliER 6' ONLY • • • •• � • •• • • • GOSS TYPE 9H' • ,• SETTING BLOCKS AT LAM. GLASS AND INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS J•' .wry ', a: coinplymEt with the Florida Building Cow . 70592 Acceptance No )Ol • Z70O EcpnciocDale OS a 21 .A--f :• : T Miaai Dade Produce Cone! ATE OF •((c S-550 ALUMINUM FIXED WINDOW (L.M.I.) 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • FAX (305) 855-5902 0 U 8 8 8 5 8 8 UPDATED TO 2017 FBC 0 0 c drawing no. W11-10 sheet 1 of 6 DESIGN LOAD CAPACITY - PSI' DESIGN LOAD CAPACITY - PSF WINDOW DINS. GLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE 'B' WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE 'B' WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) DR.(+) 1NL(-) OR.(+) 1NT.(-) D(T.(+) 1NT.(-) 30" 36" „".42". 48' " 54� 60" 66" „.....-. w 48' 70.0 75.0 70.0 75,0 70.0 75.0 26-1/2" 32" 37" 42" ,48:....„50-• 53-1/8" i""se- 60" 63' 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... _75.00"„ 70.0 75.0 70.0' 75.0 70.0 75.0 1 54.0 57.8 70.0 75.0 IL 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 54.0 57.6 70.0 75.0 70.0 *75.0" r 54.0 57.8 70.0 75.0 _70.0_ _75.0_ - - 70.0 75.0 70.0 75.0 5 51.2 54.6 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75:0 30' 36" 42" 48" 54" 60' 66" 54" 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 61.7 66.1 70.0 75.0 70.0 75.0 26-1/2" 32' 37" 42" 48" 53-1/8" 56" 60'_ b 70.0 75.0 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 70.0 75.0 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 61.7 66.1 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 - - 70.0 75.0 70.0 75.0 30" 36' 42" 48" 54" 60" 66' 60" 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 - - 66.4 71.1 66.4 71.1 61.7 66.1 70.0 75.0 70.0 75.0 - - 62.0 66.4 �82.0- =66.4-.m- - - 70.0 75.0 70.0 75.0 ! 63- - - 59.0 63.2 t 59.0 63.2 - - 68.9 73.8 66.9 73.8 26=1/2'"- 32' 37" 42' ..,,,44„..,.. 53-1/87. ✓ 76• 70.0 75.0 70.0 75.0 70.0 ---- 75.0 - - 62.0 66.4 62.0 66.4 70.0 75.0 70.0 75.0 70.0 75.0 - - 62.0 66.4 62.0 66.4 70.0 75.0 70.0 75.0 70.0 75.0 30' 36' 42' 48" 54" 60" 66' 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 1 - - 70.0 75.0 ..70.0 ,„..75.0„R 61.7 66.1 70.0 75.0 70.0 75.0 - - 70.6 75.0 t 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 - - 68.9 73.8 68.9 73.8 70.0 75.0 70.0 75.0 70.0 75.0 - - 62.0 66.4 62.0 66.4 - - 70.0 75.0 70.0 75.0 30" 36' 42' 48' 54" 72' 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 - - 68.9 73.8 68.9 73.8 - - 70.0 75.0 70.0 75.0 30' 36' 42" 48' 78" 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" 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 30" 36" 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 - - 70.0 75.0 70.0 75.0 26-1/2' 32" 37' 42" 96" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 76.0 75.0 70.0 75.0 30" 36" 42' 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 • • • • • • • • • • • • •• • • • • • • • 30" 36' 42' 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 L 3: W NOTE' WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. ``III-In11tilN���i///77 NOTE: - - -- �@`.••6wEI+aF•... GLASS CAPACITIES ON THIS SHEET ARE PRODlJcrR ,,VISED BASED ON ASTM E1300-09 SEC. GUSTS). nsco ngeo,k iSt1 boric 7059Y (3) D•_lding Co e • • • • • • • • • tili0ni]ate OS/o517�2l �` • • • • • By, • ATE OF <(/� • • • • • • • • • • • Alimni flnde Pro uct Control ORIDI;..10�� ''777 INAL I�I``‘\ • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • 2 3 0 0 3 0 2 Q L0 1 FAY (305) 885-5902 0 0 2I UPDATED TO 2D14 FBC a 0 as 0 drawing no. W11-10 (sheet 2 of 6 1BY WOOD BUCK dw eQ a' da TYPICAL ANCHORS SEE ELEV. FOR SPACING • EDGE4DIST. • e O 01 O li it i! It 0 a a . 4 EDGE DIST. • TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. METAL STRUCTURE 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST 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 ••L. • •• x• • • • •l•1e•• • • • oI ••6 • • •� • • • •—•" • • • • •. 66•. •• • • °- • .o • • • TYPICat ANCHORS. • • • SEE ENV. • FOR 511IA•ING • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL Al $9 S ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'WO" (F�1 1) KSI, Fy.155 KSI) INTO-2BY-WOOD BUCKS -OR -WOOD -STRUCTURES 1-1/2" MIN, PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 114 M OR - SCI F ORI J 1 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.) (SILLL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 12 SMS OR SELF�DRIWNG SCREWSS(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' DISTANC INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm 2000 PSI MIN. `````11_1n1111111/ PJ�',i I^". ;�I�p �.• VGEN V . PRODUCT twit the 70582 ascn;:rT:f y r.±g with the Florida * ; �r Quid= ; cariz - Exy�zrya:±Gate _p� nS 1D2� TATE OF Sy_S.tunil7fy� :;eCOR�o�..:�i��` Acmptanct Miami Dada, Prnettad Coate? ,Y ®MAL 1t00 Z qn o e Rgpi• g mac ,L n cigar. odoo o LL • LL O ▪ 381. a W W i COMP -ANL\W11-10ECO S-550 ALUMINUM FIXED WINDOW (L.M.I.) FAX (305) 885-5902 0 v ° c drawing no. W11-10 sheet 3 of 6 MNMI-DADS COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH TYPICAL AHORS SEE ELEV. NCFOR SPACING EXTERIOR WINDOW WIDTH• •• ••• • • • • • • • • • • •• ••• • • • •• • •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • •• ••• • • • • •• •• • • • •• • •• • • • • • • .•. • • • ••• • • • • ••• • • • • • • • • • • • • • • •••• •• • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F ODuc- C-'JDui ,Sa7 110Tida xpiraancc;.o /o fLZ0 E>picu:ion Date yI Bye Mlcini IJa:1e Pro :ct Cnntro[ eau a FAX (305) B85-5902 O .0 0 0 c s 8 dr. by. TARIO drawing no. W11-10 (sheet 4 of 6 ALT. EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST. TYP CAL ANCHORS SEE ELEV. FOR SPACING MWAI—DADE COUNTY APPROVED MUUJON & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. nl AM ° trw TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 w \_ TYPICAL ANCHORS SEE ELEV. FOR SPACING •• ••• • • • • • •• • • • • • •• • • • OOOOOO • • INb"TAL1 ft N EhTAILL Wff'H FL SH FRAME ADAPTER • ••• • ••• • • • • • • • • • • • • • • • • • • •• • •• • • ••• • • • • • • • •• • • • • • • • • O PRODUCT REVISED — N .70592 .ith the Fla:idc A cceptan JNo 1 4,42.ZO Exyirssxion Date pS o5 r202( RY CI41 Miami Dad,. Product Control /TE OF y(( ORIDI•`.•�i �I NAL1�1.-N• AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 93E10 SUNSET DRIVE, SUITE 220 MLAMI, FLORIDA 33173 (C.A.N. 9538) C TEL (305) 264-8100 FAX. (906) 262-6978 COMP-ANL\W11-10ECO) S-550 ALUMINUM FIXED WINDOW (L.M.I.) a ri 0 gg c •• • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • 0 us 5 drawing no. W11-10 sheet 5 of 6 O FRAME HEAD/SILL/JAMB oso .452 Q SNAP COVER .803 \J GLAZING BEAD (7/16" LAM. GLASS) O GLAZING BEAD (INSUL. LAM. GLASS) 0 FLUSH FRAME ADAPTER 3B GLAZING BEAD (5/16" LAM. GLASS) 1.750 1.750 .493 .493 Q CORNER KEY ITEM PART i QUANTITY DESCRIPTION MATERIAL MANF./SUPP1ZER/REMARKS 1 E503 4 FRAME HEAD/SILL/JAMB 6083-T6 - 2 E504 4 SNP COVER 6063-T6 - 3 FY109 AS REOD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 3A E505 AS REDO. GLAZING BEAD (INSUL W.I. GLASS) 6063-Te - 36 FY108 AS RE00. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 4 /10 X 1-1/4" 3/ CORNER ASSEMBLY SCREWS - - 5 E203 AS REDO. GLAZING BEAD BULB, DUROMETER 05 SANTOPRENE ULTRAFAB 6 PSJ40-SS 2/ CORNER FRAME CORNER KEY ST. STEEL - 7 F18-50 - GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE 8 FY120 AS REOD. FLUSH FRAME ADAPTER 8063-T8 OPTIONAL 9 - AS REOD. SETTNG BLOCK. 3/18' X 3/4' X 4' LONG EPOM DUROMETER 80±5 SHORE A 10 - - INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL •• • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • :•. • •FRAME • •OORNEI• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 600 • • • 000 • • SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. replying with the I lelide complying Building Code Acceptance No 1 OV/" Expiration Date�Q( By __5j e0 MiamiDePtCcO `1`11�y1�111111' V : " VOEIISF '", 70592 TATE OF NAt" 111111Itf fro U COMP-ANL\W11 drawing no. W11-10 sheet 6 of 6 MIP MI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems, LLC 9114 N. W. 106th 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 PERA -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. PERA 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.theIHigh VelocityeHurricane.Zone (DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrajret•HSor (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dttec4A2/13/12'ahtllast revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Irate Countya3reduct Control Revision stamp with the Notice of Acceptance number and expiration date by theami-Dade county Product,Control_Section • (MISSILE IMPACT RATING: Large and Small Missile Impact Resistant) ' .. • •' MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.Qov/economy • • • • Limitation: • • 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Ddlibla Door DP•Patings with. sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The erralalor leaf width shall • not to exceed 37". See locking options 1 & 2 in sheet 7.1. 2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glsit}pe G3.i1s,1irpited 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 other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #17-1218.15 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY APPROVED (NOA No. 18-0319.13 (Expiration batehf20`2019 Approval DateMay 10, 2018 Page 1 • • ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (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-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated Jib 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Stdo e E. • C. CALCULATIONS • • • :. • •. ' • 1. Anchor verification calculations and structural analysis, complying with t 2014(5' ition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed ty Javad.Ahruad, P.I. • 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. (Penn4r E.I.Doecant 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 (5th 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. • E-1 1. 4Avac. Is aq I. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 • • ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. 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 1. Anchor verification calculations complying with FBC2017 (6th Edition), prepared by Al Farooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed by Javad Ahmad, P.E.(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 & Co., Inc. for the "Trofosil ® (Clear and Ultra clear) PVB Glass interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Coijipai}y (MAr),11Rtheir "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. ' ' • . • . ▪ • F. STATEMENTS • 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6t.E I1iti,on (2017);;nd ofno • financial interest, prepared by Al Farooq Corporation, dated 10/04/17, siihhil•and set.led by Javad: • • • Ahmad P.E. •• ••• •• • •• • • G. OTHER •• • 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. E-2 • • • • • • • • •• • •• • • • • .• Is aq I. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 SERIESFQQ (.ALUMINUM_ OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (Xi) 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) 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 APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuroray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOWSIL 899 re CGLASS-- TYPE 'G1 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' 1/8" HEAT STREN'D. GI A S 5 3/16" HEAT STREN'D. CLASS .090" Interlayer Trosifol PVB By 'Kuraroy America, Inc.' 3/16" HEAT STREN'D. GLASS SIUCONE DOWSIL 899 / / SETTING BLOCKS AT LAM. GLASS REDD. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G2' SILICONE DOWSIL 899 GLASS TYPE 'G3' •• • • • • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • •• • • • • • 1 1 • • 1,ItE • DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. CARDINAL XL EDGE SPACER ST. STEEL SIUCONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS •RODUC f REVISED OWyag with the MerW braiding Cod, Aoeept,•,e N• i8-a3/9'/3 ExpirMiss Pale M.yL2e+7 2.11 ��,iFCL•d•,fC,•N,1 i • \11111//// '' VGENyLc''••• • 70592 1 5 alma' A OF ' Qi wORIAL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • ra4"U 0 S 3 2 ro 0 0 U 2 0 0 O 0 0 .11 drawing no. W12-08 sheet 1 of 9 5" MAX. HEAD/SILL CORNERS 39 3/4" MAX. FRAME WIDTH 12" MAX. HEAD SILL - -... r ".. - /{ /§ II / " / _ • /�.1 LEAF HEIGHT 86 7/8" [ O o \ / / \ l II • r L- ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED (x) LOCK OPTIONS #1 OR /2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME al, WIDTH.. LEAF WIDTH. FRAME .HEIGHT ....12V+)— Mc-.). 39,-3/4' 37" 96' 70.0 75.0 GLASS D.LO. DIMS D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) = (FRAME 11Y1414 - 22.135")/Z • • • • • • • • • • • • • • • • • • • NQTE:• • • • • • • . •••• • • • GLASS G#A{•ITI ON THIS SHEET ARE NOTE: • • • • • • BASED ON ASSM E1300-09 (3 SEC. GUSTS) EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05-DEC-219 76" MAX. FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3' 0.C. 5' MAX. HEAD/SILL CORNERS 12' MAX. HEAD SILL FRAME HEIGHT 96 3/8" %.\ \ / / / / _ L / _ jr ( \ \ \ \ LEAF HEIGHT 86 7/8" Fo D.L. OPG. O 1_ 1 1 1 I_ I I 1 / O / -- / \ \ \ O B / /'iyI /IY � \ O 1i II II T= J •.. LOCK OPTIONS /10R#2\ r(OPTION 2 SHOWN) 1 SEE SHEET 7.f FOR DESCRIPTION // 'i / / / / / / / / / INACTIVE i/� ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED •• • • • • • • • •• • 26 15/16' D.L OPG. 26 15/16" D.L. OPG. 37" MAX. LEAF WIDTH DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) • 76• •S7" • �' • • 70.0 75.0 • • • •• • • • •• • • • •• 5" MAX. HEAD/SILL CORNERS 37 3/16" MAX. FRAME WIDTH 12" MAX. HEAD SILL TESTED FRAME HEIGHT 87" D.L. OPG. 1 1 1 1 1 1 1 1 __ ___ II II II JLn____ _ = = _=T i- 21/ 11, -J1 ----ter TT____ / _ - @ SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 32 3/4" D.L OPG. (0) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY ! ODUC E REVI9SD °�8 with the F1o4 s FapnemNo --0314•/'- Explestko Dote 3 (-,"i (1 s�.. 1•Lk..,i- �® IS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • u ce A 0 FAX (305) 685-5902 a a 3 5 NO CHANGE THIS SHEET .o 2 5 drawing no. W12-08 sheet 2 of 9 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SE/ELITES SIDELITE SIDELITE WITHOUT FRAME FRAME REINFORCING WIDTH INCHES HEIGHT INCHES EXT.(+) TNT.(-) 24 70.0 75.0 30 70.0 75.0 36 82 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 70.0 75.0 36 86 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 92 69.8 69.8 36 64.1 64.1 37 63.3 63.3 24 63.3 63.3 30 98 57.8 57.8 36 53.1 53.1 37 52.4 52.4 SINGLE SIDELITE WIDTH DESIGN LOAD CAPACITY - PSF SIDELUIES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDEUTE SIDELITE WITHOUT WITH FRAME WIDTH FRAME HEIGHT REINFORCING REINFORCING INCHES INCHES EXT.(+)-PINT.(-).,, EXT.(+) TNT.(-) ( 24 70.0 75.0 , 70.0 75.0 30" . 70.0 ..... ... 75.0 70.0 75.0 36 >^"" 82 70.0 75.0 70.0 75.0 37 F' 70.0 75.0 70.0 75.0 42 61.7 66.1 . 61.7 66.1 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 36 86 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 92 69.8 69.8 70.0 75.0 36 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 24 63.3 63.3 70.0 75.0 30 98 57.8 57.8 70.0 75.0 36 53.1 53.1 70.0 75.0 37 52.4 52.4 70.0 75.0 REINFORCING AS READ. SEE CHART 39-3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH 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. GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 5" MAX. HEAD/SILL CORNERS SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED CLUSTER OF (4) ANCHORS AT HEAD/SILL TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. 12" MAX. HEAD SILL wwwww, iMIII iiiiimmi // II II II II / II II 0 _JL L yg m O / I ',. - • I< OP410 -mot_ OR//2 •' )0N 1 S SHEET .1 DESCRI.MI O 32 3/4" _ 26 15/16" \ ` D.L. OPG. D.L. OPG. SIDEUTE FRAME WIDTH MAX. SEE CHART AT LEFT •• ••• • • • • • •• • • • • • • • • • •• ••• .• • • • •• D.L. OPG. LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 • .•• • ••• •• • • • • • • • NOTE:• • • • • • • •• • •• GIrASt• t4PA:ITIC•S ON THIS SHEET ARE • • • • • • • BASE ON ACP* E1300-09 (3 SEC. GUSTS) • • • • • • AND FL•DRIDA 6UILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC- 21 9 000 • • • • 0410 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • QRODUC f REVISED m o.mptyl.g with tge Fb•i4 b.Wieg Cede Aoc phete No,$-63j443 E•plr.ti• Ante._.'z1 t 20.•y.1 •I d•'1g lodC.I` :!6, .._ 7minntT 17* drawing no. W12-08 (sheet 3 of 9 9/16" MIN. THROW BOLT PENETRATION 1/2" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PROPERLY SECURED 1BY WOOD BUCK EDGE DIST 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 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 ANCIIQRS SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BYREL#— CD 177 KSI, Fy=155 KSI) INTO" 29Y" WOOD BUCKS OR` WOOO'"STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) j114 SMS OR SELF DRILLING SCREWS (GRADE 2 cR5) INTO MIAMI—DADE COUNTY APPROVED MULLIONS •Ira TALIA: StUC,TUI S.HE:D/,AMgS'• •(3) THREADS MIUsPENETDATIDN SEY•ND SUBSTRATE Atli,AINUel:14" SHK: MI . 4-T5•AQN.) •SiTEEL:•1 'P" THU.•MIN.•(y i 3 KSI N.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE • INTO CONCRETE 4AND MAESNRY = 111-•1 /2"•MIN. • • • INTO •AETAY STRUCTURE•= 3,i4" a N• • • •• • •• • • • • • WOOC•AT HEAD i)U •IAMBS• SG = 0.55•MIN. • CONCRETE AT HEAD, SILL OR JAMBS f'e = 3000 PSI MIN. C-90 HOLLOW/FlLLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 'NTOsVOOD S12tUCTURE:= 1" M1 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• 0 0 8 EDGE DIST. METAL STRUCTURE 0 N h TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MWdI-DADE COUNTY APPROVED CLIPPED MULUON SEE SEPARATE N•A TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING rrplyloi EVISER with Flair• gd•L.a Co& t3 E vlraas• °.1 '- DOOR DETAILS 1`11111I I I/ , . 70592 V2018 TEOF : (y�� L1111`` 0 0 FAX (305) 885-5902 0 0 of 0 2 0 3 5 UPDATED TO 2017 0 2 n 151 drawing no. W12-08 sheet 4 of 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 9 1 /4" MAX. SHIM• TYPICAL ANCHORS SEE ELEV1 ' FOR SPACING\ s • CONCEALED FLUSH BOLTS LEVERS AT STILE FACE SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE INACTIVE LEAF D.L.O LEAF WIDTH 11 LOCK OPTION !2 1 /4" MAX. 10 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS /1 OR /2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE EXTERIOR D.LO. LEAF WIDTH ACTIVE LEAF 1/4" MAX. SHIM 2BY WOOD B K OR WOOD STR TURE EE NOTE HEET 1 76" MAX. DOUBLE DOOR FRAME WIDTH 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY • EXTERIOR • • • • • • • • • ••• • • • LOCK OPTION it ••• • • • • DOOR DETAILS • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • •71DDUCf REVISES r erapyl•F with the Freida ba di•n Cede Acceptance No 6 31 • 11 tapiraiea Date "i 'z l \ Ma, ?Refr►•r•+rtc••Sa TYPICAL ANCHORS SEE ELEV. FOR SPACING wtti lit, � '•aGENSF'•.® * : A 2018 f E MI'tilt tl�```` ro41` (a) 8 8 W 0 w 0 O 0 0 2 2 n 0 0 drawing no. W12-08 sheet 5 of 9 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING a METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. .. SHIM .' 0 1/4' MAX. SHIM IIla FM •0 7 EXTERIOR D.LO. 42" AT 86" HT. 37" AT 98" HT. MAX. SINGLE SIDELITE WIDTH j12 SMS AT 5" FROM ENDS AND 11" O.C. MAX. 1BY • WOOD BUCK REINFORCING AS READ. SEE SHEET 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING ti F J � 6 24 13 1LI r�l f , D.L.O. EXTERIOR • • a� • • SIDELITT WIDTH • • • • • • OOOOO • • D.L.O. LEAF WIDTH • • • • MAX. UNIT FRAME WIDTH • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • •• • •• • • ••• • •• • • • • •• • • • • • • • • • SIDELITE DETAILS 39 3/4" (SINGLE) 76' (DOUBLE) MAX. DOOR FRAME WIDTH •RODUC f WEV1350 r complytsg with the Fle.ii boding Cede Alk-ailr7•(i eecptaaec Na E.pMties Date 't r zn I L 9 Wed *do Tami C•wrd 1111.YY�.Y.rlll��i O 70592 2018 :*E OF • O L•rya•,. /�//1111111� ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • 034119 0 LAJ O -J Vi• 0 0 0 2 NO CHANGE THIS SHEET 0 c drawing no. W12-08 sheet 6 of 9 ITEM Y PART / REQD. DESCRD'TION MATERIAL MANP./SUPPLIER/REMARKS 1 E601 — DOOR FRAME HEAD/SILL 6063—T6 — 2 E602 — FRAME COVER 6063—T6 — 3 E603 — DOOR FRAME JAIAB 6063—T6 — 4 E604 — SIDELRE TOP & BOTTOM FRAME 6063—T6 — 4A E626 — SIDEUTE 9' BOTTOM FRAME 6063-76 — 5 E605 — SIDEUTE FRAME JAMB 6063—T6 — 6 E606 — SIDEUTE SUP ON JAMB 6063—T6 — 7 E607 — LEAF TOP & BOTTOM RAIL 6063-76 — 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 6063-76 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 6063-76 NOT SHOWN 18 — AS REOD. SIDEUTE MUWON REINFORCING 6063—T6 — 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLNAN & ASSOC. 20 FB1202 — FLUSH BOLT LEVER — SULLNAN & ASSOC. 21 FBR914SS — CONCEALED FLUSH BOLT ROD ST STEEL SULLNAN & ASSOC. 22 #12 SMS AS REOD. FRAME ASSEMBLY SCREWS — — 23 /12 X 3/4" — HINGE INSTALLATION FASTENERS — FH SMS 24 — — 3/8" DIA THREADED ROD STEEL — 25 WI1323 — PILE W'STRIPPING WOOL ULTRAFAB 26 E20618—KN-3020 — BULB W'STRIPPING SANTOPRENE EPDM 27 E206 — GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 — — GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 — FLUSH BOLT CUP NYLON — 30 DLO1RC — BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLOIWB — WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRIWNG SCREWS — — 34 — 2/ UTE SETTING BLOCK, 1/4" X 1/2' X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 35 — 2/ LUTE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6' FROM EACH END, DUROMETER 80±5 •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • ••• .0 •• •• • • • • • • • •• • • •• • •• ••• • • • • • • • •• ••• • •• • • • • • • ••• • • • SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. •RODUCCREYL9BP vemplylog wid0 tlo Anil bell.% Cale Acceptance No /a"-d 1(C/" ) 3 Espire•e. Dote 'yj row t 1 is 1.•1.� W.* ►!value, Cwtlei v1111111/f j ••'• cENSp ® 70592 = / 5 20fa_ OF . 44�, • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • 4"U OUTSWING ENTRANCE DOOR (L.M.I) FAX (305) 885-5902 0 drawing no. W12-08 sheet 7 of 9 LOCKS: OPTION /1• ACTIVE LEAF. 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF. 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM ACTIVE HINGES: / / / / / \ \ INACTIVE \ \ \ / / / / / ACTT 3-1/2" X 7-5/8" X .122" THK. LXIHUDED ALUM HINGE PART #FD-107 BY SULLNAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" 0.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION 12 ACME LEAF. CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 18-32 X 1/2" FH MS INACTIVE LEAF' CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) j8-32 X 1/2" FH MS ACTT i 1\ • INACTIVE \ \ \ / ACTIVE .• •.. • . • • • • • • • • • . . • •• •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • •• • •• • • ••• • ••• • • • • • • • • • • • • • •• •• ••• • • •• • • • • •• • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • PILODUC r r cuaplyt.g w'itil the Florida b"di.a C.d. Aacpasce No I S -4,31 S " Ig Espir.•.• note 3 1 z..l tCi mow asls. Pfoihel Comol U 0 0 CC w N O 0 0 2 G 14 a 0 O S drawing no.' W12-08 (sheet 7.1of 9 1.750 -^i d "1 1-.519 8 -I 1-.394 a -II^{ �^-.130 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE. SUfTE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) C TEL (305) 2648100 FAX. (305) 282.6978 COMP —ANL\W12-08ECO) jam-- 4.000 .078 4.031 .078 - 4.750 .803 F.045 .803 _a•1�.0� 50 4�- .803 , .045 .6225 1.047 Fes- 14 GLAZING BEAD 5/16" GLASS 1.047 0 GLAZING BEAD 7/16" GLASS L.-r --I 1.172 1•- ,s GLAZING BEAD INSUL. GLASS T --2.062- \1) DOOR FRAME HEAD/SILL 1.625 -1 -1.507-I (7) LEAF 1.507-"i TOP/BOTTOM RAIL 1.. 4.000 4.78, - - .078 1.625 3.719 -.078 4.719 .078 1.750 1.507 V SERIES 600 ALUM OUTSWING ENTRANCE DOOR (L.M.I.) in ECO WINDOW SYSTEMS, LLC. 8502 N.W. 80th STREET MEDLEY, FL. 33166 TEL. (305) 885-5299 FAX (305) 885-5902 8.250 1.500 7.531 .312 l'J 4.000 LEAF HINGE STILE .062 � \ `J LEAF W'STRIP ADAPTER O SIDELITE 1 1.507-4 1.750 TOP & BOTTOM FRAME 5.344 4.000 1 .094 2.081 ,.750 .507 �1.750 .312 442 r'329 .078 qJ�.078 A 9" BOTTOM RAIL 12 O -}�--q� 1.584 �1 0 LEAF LOCK STILE \`J FRAME r } k-1 e12-1 COVER 1.507- LEAF ALIGNMENT BRACKET 4 n NO CHANCE THIS SHEET ! N0 CHANCE THIS SHEET NO CHANCE THIS SHEET UPDATED TO 2017 FBC E 103.15.181 I NO CHANCE THIS SHEET ) 1.7501-- 281 5.344 3.719 - .078 ^jIy ��IIT 1.574 CIIJII v r.375 .125 CLAMP 3.781 Lf - � O50 .154�1� 0SNAP COVER 87 1.197 b I r.078 1.507 �� �� � 4 p 1.750 1 2.061 d I 00LEAF 4.000 �{ LEAF ASTRAGAL STILE .o HINGE BACK-UP PLATEii 8.281 9.000 •• ••• • •haoo: • . • • • �•• • • jkip . . • .719 16 SIDELITE MULLION REINFORCING � o _ r h o o ? c _ �,.SGG �{ -�{ .625 j�,.500� 7t9 �' < m 4.000 .078 - - 1 �' 4.000 o7e�� 2.oI97 q q [dole: 02-13-12 )_I (eco[e: 3/6' - 1' ) dr. by: TARO chk. by: C •• •• ••• •.• 11•� •• • ••• • • • 4. • • ••• 88 • • • • �RODOCP4EVL889 boggling with tYtFlerlit R • ' �;71111111AI L////// - '�••JCEN3F'••V • .70582 "/MAR i !_ •• I • • •• • `1 - / • •. ' • • •• • .00e 1O18 4.000 • • • • 4A • • Cog,Mts. •' Cogan. \'/ SIDELITE FRAME JAMB l3/ DOOR FRAME JAMB O SIDELITE 9" BOTTOM FRAME Ce) SIDELITE SLIP ON JAMB • // • .' �(9"� /'/�Ot� ll,tt � sheet 8 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME CORNER LEAF CORNER SIDELITE FRAME CORNER • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • 0 0 • • • 64,0 • • SIDELITE MULLION SLIP ON JAMB CORNER • itODUC [REM* ✓ cosplyioswick tieFLtW bowfin, Code Acceptance No 1 &-e3(4 ► 3 Ecpbeciw Date NtAL?v,74iq l • cL� l • Afi sJ Vs.* 1 odw<t C••••d • 9 70592 2018 OF ••.F1 RIDP.•''0!� s�0 AL \''s ��tunnttt� COMP TANL\W12-OHECO CC 0 0 0 0 re 0 ti U - J J tco 0 0 v 0 drawing no. W12-08 (sheet 9 of 9 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.zov/economy • . . . (DESCRIPTION: . DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Flori�a�$xiIdinp� Code,nincluding.the.High_V_elocity_Hurricane.Zone APPROVAL DOCUMENT: 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 09/27/1 f: prepared etl•Farooc: Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade cppply Product control.. ; •. • Revision stamp with the Notice of Acceptance number and expiration date by 40 ami-Dads .County Product Control Section. CMLSSILE IMPACT RATING: Large and Small Missile Impact Resistant . • • . . • • LABELING: Each unit shall bear a permanent label with the manufacturer's riv• e r logo,.• gity, state,. series, and following statement: "Miami -Dade County Product Control Approved", unless otheswtsenoted 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. 15-0406.10 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. 17-1011.22 CExpiration Date, May:19, 202i-- Approval Date: December 21,2017 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 E dated 06/23/15, prepared by AI-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 wifidovi,• prepared by Hurricane Engineering and Testing, Inc., Test Reports I4o. • •• • • HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed•St24 Sealed brVandido F. Font, P.E. (Submitted under NOA No. 11-0309.06) • . .... . . . . . . .... . C. CALCULATIONS • • • • • • • • 1. Anchor verification calculations and structural analysis, co$i131j i$g with FBC 5th •• Edition (2014), prepared by A1-Farooq Corporation, dated 03415 and •0(,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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E 4, -Faeiq zhcQ Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 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. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. 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 F dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. .... B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE • . • . .... . . . . .. . . .. . • • . . .... • • • • • • • ..•. • . . .. • . • .. . • • .. .... 1. Miami -Dade Department of Regulatory and Economic Resour&es (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 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 26, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.10, 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. Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E-2 ------- CO — GUARD SERF -QO ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPUES 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 2014 (5TH EDITION)/2017 (6TH EDD10N) 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 APPUED 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 UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. a Z 1/8' HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'kuroray Americo, Inc.' 1/8" HEAT STREN'D. t.I ASS SILICONE DOW CORNING 899 GLASS TYPE 'A' 1/8" TEMP. GLASS 3/8" NR SPACE 1/8" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB By 'kuroroy Americo, Inc.' 1/8" HEAT STREN'D. GLASS MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN OR SMALLER � — 75.0 PSF SILICONE FALSE MUNONS (SURFACE APPUED) MAY BE USED 0 0 37" WINDOW WIDTH 35" VENT WIDTH 29 3/8" 7\ D.L OPG. 11 / V II \ II vl 40111 \ \ 1_.. Vl� 12 MAX. HEAD SILL 'TYPICALEI EVAT1ON1 3/16" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB By 'kuroroy Americo, Inc.' 3/16" HEAT STREW!). GLASS SILICONE DOW CORNING 899 DOW CORNING 899 GLASS TYPE 'AA' •• • • • • • t • • • • • •• • • •• • • • • • • • • • • • • •• • NTS • NFJ ATNil !REsa • • • • • • SETTING BL•CK% AT IN*UL LAM. CLASS NOTCH GLAZING BEAD •EG • • TO CLEAR OLOCILS • • • • • • • • GLAZING OPTIONS • • • • • • • • i• • •• • • • • • • •GL.RSS'TX'E 'B' • • • • •- • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •a• • • U 7" MAX. HEAD/SILL CORNERS 6 POINT LOCK LOCKING POINTS SEE CHART WDW. HDGHT UPTO NO. OF KEEPERS AT SASH 26" 2 38-3/8" 50-5/8" 63" 3 4 76" 6 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 r'l.6DUCT REVISED ca: p lying wish ties F101 Me •ccepttic«NoI1/oA!•IL Expiraion Date D4(1412.71 Dy '.-rr +y Zha , T4ami Dade Pradoct Cotriro1 :;• 1t ' ��J VOENSf • OE OF . d ORIO1`.. „ NAL v-1�o%inti' m‘u FAX (305) 885-5902 o 0 0 3 8 0 0 a .o 0 dote: 02-23-11 , 8 'drawing no. W1 1 —05 (sheet 1 of 63 1 BY WOOD BUCK METAL EDGE STRUCTURE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION do MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 6 1 BY WOOD BUCK . • ,•.••.- TI ICAL ANCH7BRS' SEE ,ILEV. • FEW SPACING• • • • • • • • • •• • • • • • • • • • • • • • • • •• JJ TYPICAL ANCHORS SEE ELEV. FOR SPACING CTYPICAL.,ANCHORS:., ELEV. FOR SPACING C4" 0Uti ULTRACON 8Y ELCO' (FM=)77 KS, Fy-155 KSI) INTO-29Y W00D-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) (i14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTOMETAL-STRUCTURES`(HEAD/SI' /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) 12SMS-OR-SET.FDRILLING-SCREW$ (GRADE 2 CRS) °-INTO4MIAMI-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) TYPic i. EDGE DISTANN^F ) INTO- CONCRETE -AND" 1AASONRY = 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 re - 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS fm 2000 PSI MIN. \\\\\1T1111//j�, NIPS. Aho�yy •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • PROD'JC'i" REVISED 33 -n:T4;:;:gw with Flo;.itla titehlir.e. Ceti, Evir,tiott Date Drj 19 uif BY 2.%1Xo' Miami Dede FroDiurt Co0,roi TE OF ORt0P:,' �\ Y siui- drawing no. W11-05 sheet 2 of 6 TYPICAL. ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MUWON SEE SEPARATE NOA WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • • •• • • • • • • • • • •• • •• • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' MAX. SHIN 2BY WOOD RUC c�0 STR RE Sig l TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with tine Florida Building Code AC:eptanu No. 10/14l Expiration//Date p /4 ZOL/ By S,TQ/Il Zt<74o Miami Dade Prodocl Control 1111/1/y///��'i 70592 IE OF ors!o!-..-• J ca O Tc a U J O o. (/al 5 5 5 q5 P • 0 v c CI 5 • drawing no. W 1 1-05 sheet 3 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS_ SEE ELEV. FOR SPACING Uf EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING rr 1 MWAI—DADE COUNTY APPROVED MUWON k MULLION ANCHORS j SEE SEPARATE NOA EDGE DIST. L� J TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • INS*F LLAf'ION DATAILS WITH FLUSH FRAME ADAPTER • • • • • • •• • • • ••• •• • • • • • • • • • • • • • • • • • •• • • • • ••• • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • 'Rr; UC r REVISED as umpt ing with the Florida • Acceptance Ne J 11. Y Expiration Doe j�-!� 1� By 4n yo Miami Dade Pr tmt Control COMP-ANL W11-05EC0 FM (305) 885-5902 `o 0 U UPDATED TO 2014 FBC NO CHANGE THIS SHEET 0 V tn- drawing no. W 1 1-05 sheet 4 of 6 O FRAME HEAD/SILL/JAMB 0 VENT s FLUSH FRAME ADAPTER 0 GLAZING BEAD (5/16" LAM. GLASS) 1.750 1.750 .493 .493 14 CORNER KEY O GLAZING BEAD (INSUL LAM. GLASS) .245 .780 I 120 I-1.256--I-1 ) SNUBBER — FRAME F.394 1 .803 .050 1.047 L 0 GLAZING BEAD (7/16" LAM. GLASS) 245 .780 �r.120 • _F • • .720 L • • O SNUBBER — VENT • ITEM PART / QUANTITY DESCRIPTION MATERIAL RANK/SUPPLIER/REMARKS 1 E501 4 FRAME HEAD/SILL/JAMB 6063-T8 - 2 E502 4 VENT 6063-T6 - 3 FY108 AS REOD. GLAZING BEM (5/16" LAM. GLASS) 6063-TB - 3A E505 AS REOD. GLAZING BEM (INSUL LAM. GLASS) 6063-T6 - 38 FY109 AS REOD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 4 E508 AS REOD. SNUBBER - VENT, FULL LENGTH 6063-T6 - 4A E509 AS REOD. SNUBBER - FRAME, FULL LENGTH 6063-76 - 5 E506 OPTIONAL SCREEN FRAME 6063-T5 - 7 110 X 1-1/4" AS REOD. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS 8 E203 A5 REOD. BULB WEATHERSTRIPPING, DUROMETER 65 SANIOPRENE ULTRAFAB 9 E203' AS REOD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH. INSTALLED WITH (2) }'10 X 5/8' SDS 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 12 - 6/ VENT KEEPER STEEL - 13 - 1/ VENT ROW) OPERATOR ZAMAK/STL. TRUTH 14 PS140-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 15 FY120 AS RECO. FLUSH FRAME ADAPTER 8063-T6 OPTIONAL 16 - 3 ANTI SAG SKATE NYLON MALL PLASTICS 17 #10 X 1-1/4" 2/ SKATE FH SDS SKATE SCREWS - - 18 #8 X 3/4" AS REOD. FH SMS SNUBBER SCREWS - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" O.C. 19 - 2/ UTE SETTING BLOCK. 3/16" X 3/4" X 4" LONG EPOM OUROMETE7t 80±5 SHORE A 20 FLB-50 - GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE 21 - - INSUL CUSS 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 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 WRH (2) #TO 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 • • OIP£ffA'YOR: • • • • • • • • • • • • • • SINGL, ARAM ROT• 01PERATOR #S2.13.012 BY 'TRUTH' • LOCRTCD PIT OILL•ENS • • • • • • • F�TVIIED•VJ1SH (%).110:X 3" Q �H SMS 0 TOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS • • •'ANTI—St1G• S1'ES: • • •' • • • VINYL ANTP- G S4TES �Y r I�&M :LAtICS' • LAT•LOiI STILE•4j 6-3/41" IRON TTP/BOTTOM RAILS d) AT BC19TOM RAT! AT 4" FROM LOOK STILE EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • ci .\ I.rrida ,ecc{nsnce We-IOlLL2 ixpiratioa Dnle m70.0Lim. Product CaVat .J1 . 3 9 8 0 COMP-ANL\W11-05ECO FAX (305) 885-5902 0 5 6 3 UPDATED TO 2014 FBC 8 5 UPDATED TO 2017 FBC 0 0 5 drawing no. W11-05 (sheet 5 of 6 VENT CORNER •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • ••• r • • FRAME CORNER PiimucroxvisED sa mmpiyiitg with the Florida 1l i1ding Cade cccptmce No 1 A'LOu.2t Eapiratkta Dow ar $'•Farter Zhlco Miia»i Dada M&L wt Cot4roi 111111/1/, 1pi0EN3F ATE OF 080 • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • e 0 •• •• 0041 • • • ••• • • z q r Pa mtjal m. RP o;g.1 aRrin s '�o0 ettue o �� ZH_ a Jocoa L° J a z u COMP-ANL W11-05EC 0 J J w w } cc Um ot6Mg " oco z � 3 Zn o00 w coM r FAX (305) 885-5902 0 NO CHANGE THIS SHEET UPDATED TO 2017 FBC O c • drawing no. W11-05 sheet 6 of 6