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WS-19-2324 (2)\ - - ws-►a-19-232d I Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-10-19-2324 r. Permit Type: Windows/Shutters r � ,Classification: Window/Door Replacement Permit Status: Approved Issue Date:01/03/2020 FExpiration: 07/01/2020 Location Address Parcel Number 126 NE 103RD ST, Miami Shores, FL 33138 1132060131760 Contacts MAXI RAYMOND Owner HOME OWNER Contractor 126 NE 103 ST, MIAMI SHORES, FL 331382329 HOME OWNER Mobile: 3052448414 Home: 3052441626 Other:3057591170 r•r�anr� Description: REPLACING 10 WINDOWS Valuation: $ 6,000.00 Inspection Requests: 05-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $3.00 DCA Fee $2.00 Education Surcharge $1.20 Scanning Fee $12.00 Technology Fee $5.00 Windows/Shutters Fee $150.00 Total: $226.80 Payments Date Paid Amt Paid Total Fees $226.80 Cash 01/03/2020 $176.80 Cash 10/02/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi and zoning. Futhermore, I authorize the above named contractor to do the work stated. -3 2 6 Sigr/ature170wner / Applicant / Contractor / Agent January 03, Date Page 2 of 2 U Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION f BUILDING ❑ ELECTRIC ❑ ROOFING C1 0121 ME ((FBC 20j �], Master Permit No. VW 24 19 � S Sub Permit No. ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: A.L% / 1l /t/) 3 S City: 8919 Miami Shores County: Miami Dade Zip:Y3e313,? Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simpl/e Titleholder): / AW no&D Phone#:�(��7 y jA AddressX ✓ yA d /0 3 s % / ` p City: X Mlfil sl)ayS State: k FL Zip: X 3 Rf 3 O Tenant/Lessee Name: Email CONTRACTOR: Company Name: TTUm�' W� nor Phone#: 3h5=c-9V`/—/��6 Address: City: Qualifier Name: ate: Zip: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ quaFeylinear Footage of Work:%( Type of Work: ❑ Addition ❑ Alteration ❑ New'z Repair/Re' lace ❑ Demolition Description of Work: /�� %/ '/ham h//i7G�CllJ 3 Specify color of color thru tile: Submittal Fee $s0 Pa., 4 Permit Fee $ 2n� CCF $ I • 2.0��--yyccDO�� CO/CC $ Scanning Fee $ 12. 3 0Q Radon Fee $ `' �� DBPR $ • ( Notary $ Technology Fee $ 6.00 Training/Education Fee $ d • *0 Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature A-tV4) o WNER or AGENT The foregoing instrument was acknowledged before me this �/ day of 0 , 20 by KCVI t Kt� (iK�ilC� T, who is personally known to me or who has produced L as Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of , 20 by , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as r*:*r**:****�r**:****s* * ***s****s****+rsr*s**s******#*********s********s*****::rsrss•***********r**.. APPROVED BY Plans Examiner - Zoning Structural Review Clerk (Revised02/24/2014) 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 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. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial.. "/ R 9. 1 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 ly 10. 1 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.mvfloridalicense.com/dbpr/r)ro/cilb/index.html Initial M 11. 1 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 workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local 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 O2 day of _ C� 20 19 By M�Aki 1`1QVVNYtdY1� who was personally known to me or who has Produced there License or OWNER AN =:ration ,.INN '�MMISS/p A iZ • •�� y 'y•'• O 4 z, e 0 0� 2s. ' * '4�k UodNr+��e'� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: /'l/X I K'19 DATE: ADDRESS: ,Lp IV,":'! Q 3 �/ /-1r,AshyrQs r-1 3:3/,3 9 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. 1 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. ,v1 Initial / z' R, 2. 1 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. lnitial,M-C��_ 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial. 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. 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. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. f� Initial r 6. 1 understand ,that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowled ,Tent: Qualifier/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: — Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 i, MecaWind Std v2.2.7.7 per ASCE 7-10 Developed b MECA Enterprises, Inc. Copyright env•^•.:nccaenteznrises.cem P Y P.....-.-.-. ..__... - -----.._....._... Date 17 Dic. 2019 Project No. 2019-15 Company Name Arcon Engineering Group, Tnc. Designed By Patrick Corriolan Address 1175 N.E.125th Street Su to 20 nRscription Window's Installation City North -Miami ;.istomer Name Maxi Raymond State FL. Proj Location 126 NE 103 St, Miami Shores, F File Location: \PRFSSTURE _;)R MXI RA"MOND.wn;d Input Parameters: Envelope Procedure per ASCE 7-10 Chapter 28 Part 1 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 3 : 12 Slope of Roof(Theta) = 14.04 Deg h: Mean Roof Ht = 12.51 ft Type of Roof = GABLED RHt: Ridge Ht = 16.03 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 47.10 ft Bldg Width Across Ridge= 56.20 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1 7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Low Rise Bldg Provisions per Fig. 28.4-1: MWFRS Load Case A A'1 pressures shown are based upo.. ASD Design, with a Load 1:1acto.T. of 1k r 13. VMV I-,- Mm L,;��Vwmo( BUILDING GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0.48 0.18 -0.18 33.94 10.18 22.40 2 -0.69 0.18 -0.18 33.94 -29.53 -17.31 3 -0.44 0.18 -0.18 33.94 -21.04 -8.82 4 -0.37 0.18 -0.18 33.94 -18.67 -6.45 1E 0.72 0.18 -0.18 33.94 18.33 30.55 2E -1.07 0.18 -0.18 33.94 -42.43 -30.21 3E -0.63 0.18 -0.18 33.94 -27.49 -15.27 4E -0.56 0.18 -0.18 33.94 -25.12 -12.90 1T * * * * .00 .00 2T * * * * .00 .00 3T * * * * .00 .00 4T * * * * .00 .00 Low Rise Bldg Provisions per Fig. 28.4-1: MWFRS Load Case B A11 pressures shown are based upon ASD 'Design, with a Load f'a::tox of r it - BUILDING GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf --------------------------------------------------------------- 1 -0 45 0.18 -0'.18 33.94 -21.38 -9.16 2 -0.69 0.18 -0.18 33.94 -29.53 -17.31 3 -0.37 0.18 -0.18 33.94 -18.67 -6.45 4 -0.45 0.18 -0.18 33.94 -21.38 -9.16 5 0.40 0.18 -0.18 33.94 7.47 19.69 6 -0.29 0.18 -0.18 33.94 -15.95 -3.73 lE -0.48 0.18 -0.18 33.94 -22.40 -10.18 2E -1.07 0.18 -0.18 33.94 -42.43 -30.21 3E -0.53 0.18 -0.18 33.94 -24.10 -11.88 4E -0.48 0.18 -0.18 33.94 -22.40 -10.18 SE 0.61 0.18 -0.18 33.94 14.59 26.81 6E -0.43 0.18 -0.18 33.94 -20.70 -8.49 1T * * * * .00 .00 2T * * .00 .00 3T * * * * .00 .00 4T * * * * .00 .00 5T * * * .00 .00 6T * * * * .00 .00 Figure 28.4-1 - Low -Rise Wal And Roof Figure Notes: Notes: 1) Pressure = qh * (GCPf - (+/- GCpi)), only max value shown 2) For Torsional Load Cases, the zones are designated with a "T". The pressures(Min P & Max P) are 25% of the full design wind pressures(Ld Case 1T=25%*l(ld case 1),2T=25%*2,3T=25%*3,4T=25%*4). Exceptions to Torsional Load Cases: One story buildings with mean roof height<=30 ft(9.1m), buildings with two stories or less 1,med with light frame construction, and buildings two stories or less designed with flexible diaphragms need not be designed for the Torsional Load Cases. (Note 5 of Figure 6-10) Wind Pressure on Components and Cladd'..,1 (Ch 30 Part 1) r, K Gable Roof 7 < 0 -,= 45 All pressures shown are based upon FcD 7e>=-rn, with a Toad Factor of .6 Width of Pressure Coefficient Zone "a" _ = 4.71 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------------------------------------------------------------- SH-24 3.10 4.20 13.0 4 0.98 -1.08 39.36 -42.76 SH-23 3.10 3.20 9.9 4 1.00 -1.10 40.05 -43.45 HR 9030 9.00 4.20 37.8 5 0.90 -1.20 36.59 -46.70 HR 44 6.20 4.20 26.0 4 0.93 -1.03 37.56 -40.95 HR 44 6.20 4.20 26.0 5 0.93 -1.25 37.56 -48.65 HR 43 6.20 3.20 19.8 4 0.95 -1.05 38.27 -41.66 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf Florida Building Code Online Page 1 of 2 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats B Facts Publications Contact Us BCIS Site Map Links Search b�' ::! Product Approval .i.,",�. USER: Public User Product Approval Menu > Protluct or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# ALL Application Type ALL Product Manufacturer Assura Windows & Doors Category Windows Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL • • Product Model, Number or Name ALL Product Description ALL • • • Approved for use in HVHZ ALL Approved for use outside HVHZ ALL • • • • • e Impact Resistant ALL Design Pressure ALL ***:so Other ALL • • • • Caarrh Racultc - Annliratinnc sees FL# Tvoe Manufacturer Validated By FLI5920=R2 Revision Assura Windows & Doors Jesus Gonzalez, P.E. • yrpyed History Category: Windows (704) 813-8158 • Subcategory: Fixed ,- .r� Revision Assura Windows & Doors Jesus Gonzalez, P.E. • Approved f Category: Windows (704) 813-8158 00 • Subcategory: Mullions FL21849-R2 Revision Assura Windows & Doors Jesus Gonzalez, P.E. Approved Histury Category: Windows (704) 813-8158 Subcategory: Horizontal Slider s' Revision Assura Windows & Doors Jesus Gonzalez, P.E. Approved Category: Windows (704)813-8158 Subcategory: Horizontal Slider FL21851-R2 Revision Assura Windows & Doors Jesus Gonzalez, P.E. Approved Hist ry Category: Windows (704) 813-8158 Subcategory: Single Hung Revision Assura Windows & Doors Jesus Gonzalez, P.E. Approved F Category: Windows (704)813-8158 Subcategory: Single Hung FL21864-R2 Revision Assura Windows & Doors Jesus Gonzalez, P.E. Approved Category: Windows (704) 813-8158 Subcategory: Fixed FL21878-RS Revision Assura Windows & Doors Jesus Gonzalez, P.E. Approved History Category: Windows (704) 813-8158 Subcategory: Fixed FL21898-R1. Revision Assura Windows & Doors Jesus Gonzalez, P.E. Approved Hlu ry Category: Windows (704) 813-8158 Subcategory: Casement FL25612 New Assura Windows & Doors Jesus Gonzalez, P.E. Approved Category: Windows (704) 813-8158 Subcategory: Casement -npyruveu uy uorn. rppruveia uy uorK anon ue rewcwcu anu rauneu uy one rug. anu/ur me wnnnoaiun n ne1oaary. •••see • sees•• • sees • sees ••••e• •sees• •••• • • sees •see• • • • • • •• se •es• • •• • • • •••••• ••sees • • • ••sees • • • 0000 •••• Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florid: la email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 0� https:Hfloridabuilding.org/pr/pr_app_lst.aspx 9/30/2019 Florida Building Code Online Page 2 of 2 Credit Card Safe ...... .... ...... .... .... . . .... .... ..... ...... .. . ..... .. .. . .. ...... . . . . ...... .... . .. . . .. :*Gee: . https:Hfloridabuilding.org/pr/pr_app_lst.aspx 9/30/2019 Florida Building Code Online Page 1 of 2 W—. l:z.Mjl FA BC1S Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map I Links Search dbOrProduct Approval ::� USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # L21.65DL Application Type Revision Code Version 2017 Application Status Approved Comments Archived i s • • Product Manufacturer Assura Windows & Doors • • • 0000 • Address/Phone/Email 1543 N. Powerline Road • • • • • • 0909 • • • • • • Pompano Beach, FL 33069 000000 • • • (305) 887-2646 Ext 155 • • • • • • gberos@assurawindows.com • • • • •••• 0000 •••• • • ••••• Authorized Signature •••••• Gerardo Beros • • •• • • • • ••••• gberos@assurawindows.com • • • • • • • • • • • • • • Technical Representative • • • • • • • • • • Address/Phone/Email • • • • • Quality Assurance Representative • • • • Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jesus Gonzalez, P.E. `�L Validation Checklist - Hardcopy Received Certificate of Independence FL21850 R1 COI SS - Assura-Alum Horizontal Roller -CI 2 17. df Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufjj 9QzTt6YQsdOzZ... 9/30/2019 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Prndurfc 10/18/2017 10/19/2017 10/22/2017 12/12/2017 FL # Model, Number or Name Description 21850.1 Series "6800" Aluminum Horizontal Non -impact resistant aluminum horizontal rolling window. Sliding Window Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL21850 R1 II SS - 6800 Horizontal Roller (NI) 2017 DWG W17-12.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Javad Ahmad PE # 70592 Design Pressure: +60/-210 Created by Independent Third Party: Yes Other: See attached drawing W17-12 for span vs load Evaluation Reports combinations and installation instructions. FL21850 R1 AE SS - 6800 Horizontal..R.oIIer (-NII PAE 2017.0f Created by Independent Third Party: Yes 2TBW0 2 Series 805 Aluminum Horizontal Large missile impact resistant :lum jlt3rr horizottal rolling Rolling Window window. • • • 0000 Limits of Use Installation Instructions • • • • • • • • • • Approved for use in HVHZ: Yes .� 1 i850 lil I1 SS - 805 Hc'Ilf'(CFR�ITi TI'C1N Approved for use outside HVHZ: Yes Impact Resistant: Yes goo* Mina Byy:7Javad Ahmad PE S•AN% • • Design Pressure: +90/-130 Created by Independent Third P%lRt?Yes 0000 Other: See attached drawing W 15-29 for installation Evaluation Reports • • • • • • • • • instructions. I rz I'?! 1 r-�•,�• M7"rrd� fsass 'Created y ndependent Third•Pe :e jes • Back Next • • • •• • • •• • • • Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455,275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M W1 ® ZMc a Credit Card Safe https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufj 9QzTt6YQsdOzZ... 9/30/2019 3/16" ANN. CLASS 090" Interloyer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' 3/16" ANN. GLASS SIUCONE m z IC � N GE RGS7700 �DOW CORNING 995 o_ AT 1/4 POINTS ON LITES 8 WIDER THAN 36" ONLY TYPE 'A' 7/16" OVERALL GLASS 3/16" HEAT STREN'D GLASS .090" Intend SentryC'as By 'Kuroray America, Inc.' 3/16" HEAT STREN'D GLASS SIUCONE m GE RGS7700 = 3 DOW CORNING 995 ]yO 13 I! 11 I� II 0 AT 1/4 POINTS ON LITES 28 WIDER THAN 36" ONLY TYPE IV 7/16" OVERALL GLASS 3/16" HEAT STREN'D GLASS .120" Interloyer Uvekol S By 'Allnex USA, Inc.' 3/16" HEAT STREN'D GLASS SILICONE m GE ROS7700 , DOW CORNING 995 s n u 13 n I �I Ii r J 1 t� o AT 1/4 POINTS ON LITES 28 WIDER THAN 36" ONLY TYPE I 1/2" OVERALL GLASS ANN. CLASS .120" Interlayer DURASEAL SPACER Uvekol S BY 'pLANEX' By 'Annex USA, Inc.' 3/16" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 Z AT 1 /4 POINTS ON LITES 28 WIDER THAN 36" ONLY TYPE 'D' 1/2" OVERALL GLASS GLAZING OPTIONS SERIES 805 ALUMI UM HORIZONTAL ROLLING WDW. 'DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER F.B.C. APPR'D WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. �1 -1/8" TEMP. CLASS 1/4" AIR SPACE 1/8" ANN. GLASS 090" Interloyer Soflex Clear And Color Glasa By 'Eastman Chemical Co.' 1/8" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 1 I I I III it ry y I I rc 8 AT 1/4 POINTS ALL TYPE 'E' 11/16" OVERALL INSUL. GLASS ADDL. ANCHOR REDD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPUED) MAY BE USED Ii x 74" MAX. NDOW WIDTH 9 3/E MAX. !_ ' _" SILL - Ii II Ii II D I � II I�� ❑ 11 II II II II II I' II I II 3 ji II n I� II II I 32 7/8" I it _..._...... 33. 1/2".____..... D.L. OPG. 37 1 /2" �— VENT WIDTH AU VR VA JILGJ MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' _ M(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 80.0 1 90.0 1 90.0 1 130.0 90.0 1 90.0 55.0 1 55.0 79.0 1 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO ±80.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) .RDA NOTE: BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). GLASS CAPACITIES ON THIS SHEET ARE 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE BASED ON ASTM E1300-09 3 SEC. GUSTS ) DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. AND FLORIDA BUILDING COMMISSION ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS DECLARATORY STATEMENT DCA05-DEC-219 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO EASE MATERIAL SHALL BE BEYOND WALL DRESSING DR STUCCO. • • • • • ��• • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOAD ONLY. ♦ R ♦!•!♦t •!•� ♦ ♦ • ♦ ♦ ♦ ♦ • ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE ♦ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT• • *4 N CO•TA•TORWO EV R16POI•,IBLE FOI+THE SELECTION, PURCHASE AND ♦ INSTR"ION Oj THIs #ROP*ICT &VED ON THIS PRODUCT EVALUATION COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. ON THIS DOCUMENT. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF 'L m BY ANY MEANS. FOR A SITE SPECIFIC PROJECT, i.a. UFE SAFETY Of THIS PRODUCT, UgGY� OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPjxW FOR'' • WATER INFILTRATION RESISTANCE ETC. • NOT SHOWN IN THIS E TO BE ANALYZED S TELY, ♦ CONANDD c- ESrF#NGI §PWIFIC tCHWCT s sHu.I♦eE PRfi•1� BY A FLORIDA REGISTERED ENpNEe;,oR YtCH�CT D—CH ILL jVECOME H: ENGINEER OF RECORD (EO.R3 FOR f1L PR�./EC AND W WI BE SPONSIBLE FOR THE PROPER I G AS A DELEGR Tro R&IR OONS BE REVIEWED BY BUILDING OFFICIAL. • TON HIS TH1EATED ♦ ME NaFg HEEiEpE.D. ENC EERII��.��FfSHALL • MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION • SPECV DR�I� S FOR R (`- •• IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. D-THIS PEO. SHALL BEAR THE DAiE AND OPodNAL SEAL AND SIGNATLRE of LABELING TO COMPLY WITH SECTION 1709.9.2. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED 11. FL #21850 �Io Ala Nk 1-1 �N-2 draw IN1 b 29 Sealed: 10/18/2017 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADDL. ANCHOR REDD. FOR INSTALLATIONS INTO,_, WOOD STRUCTURES OR ADDL. ANCHOR REOD THRU WOOD BUCKS INTO MASONRY FOR INSTALLATIONS INTO . 111' MAX. .... .__.. ..._..._.,._ __.._.._.. WOOD STRUCTURES OR _... t\ WINDOW_WIDTH THRU WOOD BUCKS INTO MASONRY \ ._....... _.._ ... _.. .`.�.._ _.111 MAX... WINDOW WIDTH 8 10 1/4' -- ......HEAD SILL 9 3/8•' FALSE MUNTINS 3 MAX, 6' MAX, FALSE MUNTINS 14 7/8" (SURFACE APPLIED) / AT FIX. LITE SURFACE APPLIED A� I- HEAD\SILL HEAD/SILL \ MAY BE USED �, < - ( MAY BE USED �� 3� �� "" 3" 3„i I AT VENT CORNERS \ - \ SILL D � 5_ �5) q\ o O .�.__J1IIIGII ___IILlII � -_\N♦ �CE F IT h.npII_ O > O. 7 11II I''1L _ 11 II II ---1 - __JL___JC _=3 - - 1'---- -�F- - _. R 14"_ __,r___, _ iI i 11 IIrII II 11 II II 1--- _� IT B I it _ ....... _ _ ' "245/ - 1 1 32 7/8" m 50' MAX D.L. OPG. Di OPG. D.L. OPG. rc D.L. OPG. D.L. OPG. 37 5/8" 37 5/8" O U 29 1/4" VENT WIDTH VENT WIDTH VENT WIDTH XOX SIZES TYPICAL ELEVATIONS MAXIMUM DESIGN LOAD RATING - PSF I FOR SIZES SHOWN ABOVE OR SMALLER CLASS TYPE 'A' GLASS TYPE 'B' I GLASS TYPE 'C' I GLASS TYPE 'E' . EXT.(+) —____ 1NT.(-) ...._...._.....__ EXT.(+) 1 1NT.(-) ...._._._____......._....._..._..... EXT.(+) .........._._..............._....-_..__. 1NT.(-) 80.0 1 90.0 1 90.0 1 130.0 1 90.0 1 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO +80.0 PSF. XOX SIZES IAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 80.0 1 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO +80.0 PSF. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• NOTE: • • • • • • • • GLASS CAPACITIES •DN THIS fiHEETi ARE • • • BASED OILA M Q 00� 0S (Ij SIC. LISTS= • AND FLOR BUI(�I G CO VI SI • • DECLARATORY STATEMENT DCA05-DEC-219 2 I I D.L. OPG. 29 1/4" VENT WIDTH /•�\dP� .9Fp� A�O � � � II I I�� ' uCF'A18F '•" i•. °> � No.70592 I= S l��Q•' A ��/ drawing no. W 15 -29 FL #21850 ��,�®iVA1 ��.; 2 - ' S(IIIIILIt� \ isheet-of-7.11 Sealed: 10/18/2017 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TYPICAL ANCHORS n TYPICAL ANCHORS 4 u Z SEE ELEV. °c _METAL FOR SPACING ./ STRUCTURE v r---------- -------_-� Ir_____ �I I F.R.C. APPROVED I Z 3 #10 X 3/8" PH SMS 0o z �I MULUON h MULLION ANCHORS 2 PER CUP 3 GE DIST. P. 1 SEE SEPARATE APPROVAL EDGE I I I I Yl I. I EDGE DIST. I Q d 1 7 I �p 0 3�L.J I I �. O p 4 CC. -.- C ��t n .� 0 M, >I o- � OLoo s �{)4 LONG TYPICAL ANCHORS WIND LOAD CLIP TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ASSURA WINDOW 1/4" DIA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM . ULTRACON BY 'ELCO' (F-177 KSI, Fy=155 KSI) C d - yI y W Q fL Z� 41 LL Z N Q WO f (---.__-- AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) J J SEALANTS: THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) Vi ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 0 a SILICONE OR ACRYLIC SEALANT. DIRECTLY INTO CONCRETE OR BLOCKS 00 .I1 WEEPHOLES: 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a n >< 23�0 4 W1 = 1-1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) o H rn � 3 •c AT 4-7/8" FROM EACH END AND AT MIDSPAN 1/4" DKS OR SELF SCREWS (GRADE 5 CRS) s E 0 e W2 = 1-1/4" X 1/4" WEEPHOLES INTO METAL STRUCTURES (HEAD/SILL/JAMBS) ( G 3: -0 4-7/8" FROM EACH END AND AT MIDSPAN (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 3 a0 m m W3 = 2" LONG WEEP NOTCH AT EACH END ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) m O z o W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END m STEEL: 1/8 THK. MIN. (Fy = 36 KSI MIN.) D' -t 0_ n (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) y p _ 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) � D_ INTO F.B.C. APPROVED MULLIONS (NO SHIM SPACE) LONG (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE CUP ADAPTER 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) 2 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE a 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. c o 0 i C"RETE AT HEAD, SILL OR JAMBS PO - 3000 PSI MIN. • •• ••• • • • � � • • • • •• • • • C. 90 HOLLOW/FILLED BLOCK AT JAMBS Pm z 2000 PSI MIN. o � _ No.70592 •• ••• ••• • • ••• TYPICAL ANCHORS • • • • • • • • 3 PER CLIP • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #21850 E-29 0. 1 Sealed: 10/18/2017 1/4' 12 SHIM �V.V a ___. O O LTV( ....._................_.._ __.._..._....... VENT WIDTH _- I n 01 25 1/4- MAX. • I- 1 18 SHIMS TYPICAL ANCHORS STRUCTURE _ 4 15 B i SEE ELEV. C / FOR SPACING F j 1/4 O H o 01 _._. ..... _ _. .. v 5 W t7 a 1 I 9 - r, V o u�I,� O'rc a< `______-SCREENS OPT. ___-___J — — - _ _ _ _ -. _. -. �_WBY �OD BUCKS wf O ul o I u�l �Z� ev TYPICAL ANCHORS ( I 0 16 I ` IL W. LL 0 SEE En. i 4 D.L.O. 5 1p J I FOR SPACING EXTERIOR o v j Q m F �J WINDOW WIDTH C. .._..._ ___ __-_] XO LAYOUT _ — i C> OX OPPOSITE 3 3 ` C OD _. 1/4-_�_ ? ° an 1 /4' SHIM VENT WIDTH VENT WIDTH SHIMS .0 v _....._.._-..__.__.-.........,.._____..__. .__ ___-____ K j 611 MAX. 1� O M , BY W000 BUCK TYPICAL ANCHORS o I N O• R — _ //- SEE ELEV. H 3 C _ WO STRUCTURE .......... _... ..._._____._. .... .......................... ` v FOR SPACING g' C 3 o N 0 mo a 0 11/4- _ q, E F��w a � ---SCREENS OPT. -----� I -� _ - -� E J ----- i SCREENS OPT- a o I % TYPICAL ANCHORS 1BY.f SEE ELEV.- EXTERIOR WOOD BUCKS co FOR SPACING WINDOW WIDTH _ u XOX LAYOUT u TYPICAL ANCHORS /)^ SEE ELEV. FOR SPACING F.B.C. ............ .. APPR,D MuwoN VENTS WITH °i SEE SEPARATE APPROVAL i c o SPRING LOADED LATCHES "- _ l.l..• �...;T • • • • % )@:•�"uS�JCE�N'�3r9E ' ;'V i� I FV' _ r No.70692 ___ _. _. _ _ _ _ • I I I• SCR EN • - - --� • • • • •®• A / drawing no. • EXjE1FI0R 00 e'••..!?!O"••�c��,` W15-29 WINDOW WIDTH • WINDOW WIDT� • • FL, #21850 ��//�®��`-1�>��` sheet 4.of 7-) Sealed: 10118/2017 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 1 /4SHIM MAX. .................................._..____._._..._._ -..___VENT _WIDTH _._.._.___.._—.._.._.. __.._._.� 18 C METAL STRUCTURE _ /"'� �� SHIA ---SCREENS OPT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPI AV l IVUI OX OPPOSITE ANCHORS v. ACING 0 CKS (D) 1 /4' MAX. SHIMS IBY WOOD BUCKS IIDJ I I W :NS OPT.--- `� TYPICAL ANCHORS SEE ELEV. 1% R SPACING i . v XOX LAYOUT 1 TYPICAL ANCHORS ! SEE ELEV. FOR SPACING .. F.B.C. ... .. APPR,D PRMULLION / VENTS WITH SEE SEPARATE APOVAL / o a iSWEEP LATCHES II II i� NO. 70592 dra N I I I• --•-T-iCREENS•OPT • � � ----- — ---- A �i wing .. no. ' to W15-29 wiNDow w1oTH. I EX IOR wINDEw_wioTrf ---� FL #21850\�i�®I�fl4L1`)`%� �sheet_3_o Sealed: 10/18/2017 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 FRAME HEAD --1.480 1 .077 }--' .563 .313 1,420 SILL TRACK 1.2 1.071-�+ 082 55 ttP. 3 ......... ... .... .. --1 .929 I -- SILL CLIP ADAPTER FRAME SILL TOP FRAME SILL BASE 1.375 1 1.000 i �� 062� I f 750 1.250 I� 125 1,000 h 14 WIND LOAD CLIP O TOP & BOTTOM RAIL 1.000 r t,...... 1.750 -- .. ❑ ° .054 II .125 -I _..__ zsol is MTG. STILE REINF. 1.375 �- .065 1'000 I 2.312- 1- .107 J_ 1.000 O JAMB STILE .125� 2.312 16 FIX. STILE REINF. -.055 177-1 1�- 1.296 2.373 1.375 1 .000 1.546 .649 1.2}5 -1.750 .062 MEETING STILE 1 (12) VENT LATCH ITEM PART / QUANTITY I DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 2 3 TM 130 ._ ..._ TM 1338 TM 134 1 1 1 FRAME HEAD _.. FRAME SILL WE FRAME SILL TOP 6D63-T8 ___.................... 6063-T6 6063-T6 4 TM-132 AS REOD FRAME JAMB VENT 6063-T6 5 6 7 .___... 8 -_ TM 131A TM 138 TM 139 TM 140 AS REgD 2/ VENT 1/ VENT ...... 1/ VENT FRAME JAMB FIXED TOP AND BOTTOM RAIL ._..... JAMB STILE _ __ _..... MEETING STILE 6063-16 . 6063-T6 6063-T6 __ 6063-T6 - -- - _. __._. __._ ___... _ �........ - 9 TM-137 1/ VENT FIXED STILE (SPRING LOADED LATCH) 6063-T6 - 9A TM-137A 1/ VENT FIXED SDLE (SWEEP LATCH) 6063-T6 - 10 11 TM-136 - TM 135 1 1 SILL TRACK INSERT .____._-__....... SILL CLIP ADAPTER, 12- LONG 6063-TB .....______ 6063-T6 _...__._.. _ __ ... AT MTG. STILE LOCATON 12 TM 118 1/ VENT SPRING LOADED VENT LATCH, 3-1/8-_LONG 6063-T6 AT MID SPA! 12A 1/ VENT METALUC SWEEP LATCH - AT MID SPAN 128 /8 % 3/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 13 TM-141A AS REOD. GLAZING BEAD (LAMINATED GLASS) 6063-T6 ._____ 17A _...._ ....._ TM-181 .............. ___._......_..-______._-__....._._._....__.._.__. AS REgD. GLAZING BEAD (INSUL. LAM. GLA55),_,__ _.._-�.._-_....._.... __._ 14 TM-154 AS REOD. ______ WIND LOAD CUP, 4' LONG __6063_T6__ 6063-T6 ....... -_-_-...-_._...__..... - 15 - 1/ STILE MEETING STILE REINFORCING 5063-TG - 16 - 2/ STILE FIXED STILE REINFORCING 6063-To - 17 W31225 AS REOD. FlN SEAL W STRIPPING (.270- X .220- HIGH) WOOL - 18 W43371 AS REGO. FIN SEAL W'STRIPPING (.187' X .370' HIGH) WOOL 19 W43201 AS REOD. FIN SEAL WSTRIPPING (.187' X .200' HIGH) WOOL 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8- % 1/2- X 1-7/16- LONG 21 - 2/ VENT VENT ROLLER HOUSING & GUIDE PLASTIC AT EACH END VENT ROLLER/WHEEL BRASS - 23 /12 X 1- 2/ CORNER FRAME ASSEMBLY SCREWS - P.H. PHILUPS SMS 24 /10 X 1- 2/ CORNER VENT ASSEMBLY SCREWS - P.H. PHILLIPS SMS 25 26 - 1/ LATCH VENT LATCH SPRING ST. STEEL - W31175 AS REOD. FIN SEAL W'STRIPPING (.187- X A75- HIGH) WOOL - - 27 28 TM-151 - I 1 _ AS REOD. ----- -- --- SILL RISER SETTING BLOCKS 6063-T6 EPDM ........._....... _ .-_ ...- DUROMETER 80t5 SHORE A .------ 2.31205-- 2.312 05 ^�r .435 .r183 -- a 1F�`1.237 .60Ib--562 .5T40�.9.21}36-0i�I {0 1.437 1• . 1.000L -0-� L 1.750 t3 GLAZING BEAD 13A GLAZING BEAD 0 FIXED STILE (SPRING LATCH) .01 FIXED STILE (SWEEP LATCH) (LAM. GLASS) (INSUL. LAM. GLASS) 71.764 062 TYP. 3.042 3.283 i i 4 .875 FRAME JAMB - VENT .937 .062 TYP.P. 1.919 1.799 3.168 3.042 I RIP LEG .163 � • AS REOD. • 1 •• .875 F^- • • O FRAME JAMB - FIXED 27 SILL RISER •• ••• • • • • • •• _ NO.70592 •• • • • • • • •• �. ••, R1p�'.••G • • • • • FL #21850\�"s!®�A�1�� Sealed: 10/18/2017 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I lV 'c drawing no. W15-29 (2) /12 x 1 1/4" PH. SMS. (2) /10 x 1- PH. SMS. ( �� ( t ASSEMBLY SCREWS AS MB x 1' SCREWS SMS. ASSEMBLY SCREWS ASSEMBLY SCREWS � n •I- I z �„ 3 Z Z \\ �O0� o 0 \\ I CWn`a U 0 ' LL V �;� GIL0 q \ � Ir I I a W 7 LL y1 LLi4n- �I Z<_ W Q W •I .� ► JJ FRAME TOP CORNER a FIXED MTG, RAIL TOP CORNER & p (4) #12 x 1 1/4' PH. SMS. VENT TOP CORNER ASSEMBLY SCREWS M 4 h o ;y p c 2 r N N coy I Sao$ n n Oz c m4 E o - Q- o `u (2) /10 x 1' PH. SMS. .\ ASSEMBLY SCREWS \ \, *(2) �••OFO(Ed EITG* R/SL Wm'cQRNEAN /10 x 1' PH. SMS. NO.70592FRAME BOTTOM CORNER SEMBLY SCREWS j- Ii S VENT BOOM CORNER •• • • • • • • • 1`�� •' ��% -drawn- no. 5-291 • • • • • • • • • • • 0 .• • • • • • • FL #21850 ��!!�'®�AL1�:�� (sheet 7 of _7 1 Sealed: 10/18/2017 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 21850 Date:10/9/2017 Detailed Product Description: Manufacturer: ASSURA WINDOWS & DOORS, LLC. Manufacturer Address: 1543 N POWERLINE ROAD. POMPANO BEACH, FL 33069 Model Name: SERIES 805 ALUMINUM HORIZONTAL ROLLING WINDOW Maximum Frame Width: 74" (XO) / 111" (XOX) Maximum Frame Height: 63" •••;.• Maximum Load: +90 PSF, -130 PSF (Large Missile Impact) •••• Installation Drawings # W 15-29 • .... ...... e •• • ••ee• This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements 00 to .. • • See charts on installation drawings for glass type vs. load.* :...:. " Comparative analysis used X No •• ••. • _Yes e Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by ASTM E283 Air Infiltration Fenestration Testing 03/05/2008 FTL-5457 Carlos Rionda, P.E. Leakage Laboratory 11/04/2003 FTL-3946 Edmundo Largaespada, P.E. ASTM E331 Water 'Fenestration Testing 03/05/2008 FTL-5457 Carlos Rionda, P.E. OR ASTM 547 Penetration Laboratory 11/04/2003 FTL-3946 Edmundo Largaespada, P.E. & TAS 202 ASTM E330 Uniform Static Fenestration Testing 07/31/2009 FTL-5945 Julio Gonzalez, P.E. & TAS 202 Air Press. Laboratory 03/05/2008 FTL-5457 Carlos Rionda, P.E. 02/18/2008 FTL-5459 Michael Wenzel, P.E. 11/13/2003 FTL-3995 Edmundo Largaespada, P.E. 11/04/2003 FTL-3946 Edmundo Largaespada, P.E. ASTM F588 Forced Entry Fenestration Testing 03/05/2008 FTL-5457 Carlos Rionda, P.E. Laboratory 11/04/2003 FTL-3946 Edmundo Largaespada, P.E. 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com r Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration 07/31/2009 FTL-5945 Julio Gonzalez, P.E. (TAS 201 & 203) Impact & Testing Laboratory 03/05/2008 FTL-5457 Carlos Rionda, P.E. Cyclic 02/18/2008 FTL-5459 Michael Wenzel, P.E. 11/13/2003 FTL-3995 Edmundo Largaespada, P.E. 11/04/2003 FTL-3946 Edmundo Largaespada, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: Pp t AHM,gz�'�,� J` No 70592.) •••••• �9 STA4R OF W: •••:•• • Javad Ahmad PE # 70592 • OR t.OP C`� �� Ot,S/ONA� Et;.�`�ealA?1&:8/201 :••:�Ve AI-Farooq Corporation EB # 3538 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com • •Florida Building Code Online t Page 1 of 2 BC1S Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Y� .'� Product Approval r 1f USER: Public User �i. r Product Aooroval Menu > Product or Aoulication Search > Application List > Application Det•il FL # Application Type Revision Code Version 2017 Application Status Approved Comments Archived •••••• Product Manufacturer Assura Windows & Doors • • • • 0000 Address/Phone/Email 1543 N. Powerline Road • • • Pompano Beach, FL 33069 • • •: • • 0000 • • • • • • (305) 887-2646 Ext 155 000000 • • • gberos@assurawindows.com • • • • • • • • • • • •; •••• •••• ••••• Authorized Signature Gerardo Beros • • • • . • • • . • • • • • gberos@assurawindows.com • • • • • •• •• • •• •••••• • •••••• • • Technical Representative • • • • • • • • •••••• Address/Phone/Email • • • • • • • • • • • • • • Quality Assurance Representative • • • Address/Phone/Email Category Windows Subcategory u ions Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer EJ Evaluation Report - Hardcopy Received Javad Ahmad PE-70592 National Accreditation and Management Institute 12/31/2020 Jesus Gonzalez, P.E. 7, Validation Checklist - Hardcopy Received FL21844 R1 COI SS -Series Aluminum Tube Mullion (LMi)-CI 2017,pdf Standard Year TAS201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufjj 9QzTt6YQs... 9/30/2019 Florida Building Code Online Page 2 of 2 11i Date Submitted 01/23/2018 Date Validated 01/27/2018 Date Pending FBC Approval 01/30/2018 Date Approved 04/10/2018 Summary of Products FL # Model, Number or Name Description T15 4:1 Series Aluminum Tube Mullion Large missile impact resistant aluminum tube mullion. Limits of Use Installation Instructions Approved for use in WVNZ: Yes FL21844 R1 II $$-Series Aluminum Tube Mullion (LMI) -2017 DWG M15-07.Ddf Approved for use outside NVFIZ: Yes Impact Resistant: Yes Verified By: ]avad Ahmad PE # 70592 Design Pressure: +140/-140 Created by Independent Third Party: Yes Other: See drawing M15-07 for span vs load combinations Evaluation Reports and installation details. FL21844 RI AE SS -Series Aluminum Tube Mullion (LMD 2AE.2017.Ddf Created by Independent Third Party: Yes Back Next • • • • • • • • • •••••• •••• •••••• Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement Refund, r t : • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public r�r�r��request, do nAvvy4lectronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to ection 455.275 00000 • • (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with WsgaW address if t&e& hav%one. The • • • • • emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wishsto supply • pesonal address, please provide the Department with an email address which can be made available to the public. To determine if you are a lReasesu•der ChapteM55, 09k, please a • • • • • click here . • •••••• • • Product Approval Accepts: • • • • Credit Card • Safe •' •' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufjj 9QzTt6YQs... 9/30/2019 6.000 I•� z.ao0--! 2. ALL TUBE MULLIONS TO BE ALLOY 6063-T6. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING THIS PE DUCT 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 MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. TRY OR 20Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, '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. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. IO MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL F.B.C. APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. MULLION CLIP (YE-65i (6063-T6) MULLION CLIP (6063-T5) (ALT. TO ANGLES) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. INTO TUBE MULLIONS. 1 .72" F 125- I I .125 I I� 1.613 1.613 j MULLION CLIP (6063-T5) MULLION CLIP (6063-T5) CUP LENGTHS MUST BE CUT TO FIT SNUG CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. INTO TUBE MULLIONS. (NO SIDE FASTENERS REQD.) (NO SIDE FASTENERS REDD.) 125 2.000 F— 2.000-�� nR g2ffl]xlQK 1 50 INSTRUCTIONS • • • • • • • I ICI I ' • USE CHARTS AND GRAPHS AS FOLLOWS. • • • • •• FL #21844 g •: • ••: : : :•: STEP 1 DETERMINEREQUIRED PER ASCE DE OPENING.• • OPA• STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD A- CWiACTO •—TO B •RE • N FOR THE SELECTION, PURCHASE AND \�A�``T1I Fi S•O SJOL6 '9 INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION �� v� , ...... PRO V DIED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED•''�OEy gF® / _O REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT ON THIS DOCUMENT. 8- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF No70592 \ i APPROVAL. • • • • • #IiED BY 4PY MEANS. • • • • _ L<L L' USING CHARTS ON SHEET 2 SELECT MULLIO•I SIZE IT. STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED • C- SITE OPEfIFIC •ROJECTS •HAL• BE PREPARED BY A FLORIDA REGISTERED = E%INFER QR AP6HRECT WP6H V*L BCC E THE ENGREER OF RECORD (EO.R.) _'o OR THE R CT ND O ILL RESPONSIBLE FOR THE PROPER P r,� •• •�` t v �� IN STEP 1 ABOVE. • • • • USING ANCHOR TYPES ON SHEET 4 7HRU 6.9Nd ANC R STEP 5 SE OF E E.O. EN NE OF RO, ACTING S A DELEGATED OF �` ® N IER o P.E.D. c1N R s uBMrt to THIS LATTER THE SITE R� . A�O►.•,•'�®�� S CIRC D WINGS roR REIIEw. i (�S(�'•.. drawing DO. 9 CHARTS ON SHEET 3, SELECT ANCHOR TYPE WITH DES, N RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP •••. ` D-THIS P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF M 15-07 1 ABOVE. THE PROFESSIONAL ENGINEER OF RECORD 'HAT PREPARED IT. //®� i AAVV� Bhee1 1 Oi 6 ... 1 /22/2018 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. l X 2 STD. I X 3 STD. 1 X 4 STD. 2 X 4 STD. 2 X 6 STD. WIDTH (W) MULL SPAN 19-1/8" 26-1/2' 30" 37" 42' 48" 53-1/8 60" 66' 72' 74" 38-3/8' 140.0 134.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 119.1 140.0 140.0 140.0 140.0 96.6 140.0 140.0 140.0 140.0 85.1 140.0 140.0 140.0 140.0 74.5 67.3 140.0 140.0 140.0 140.0 127.0 140.0 140.0 140.0 59.6 112.5 140.0 140.0 140.0 54.1 102.2 140.0 140.0 140.0 49.6 93.7 140.0 140.0 140.0 48.3 91.2 140.0 140.0 140.0 19-1/8` 26-1/2' 30" 37" 42" 48" 53-1/8" 60.. 66" 72" 74" 50-5/8" 83.0 140.0 140.0 140.0 140.0 59.9 140.0 140.0 140.0 140.0 52.9 127.1 140.0 140.0 140.0 140.0 140.0 42.9 103.0 140.0 37.8 90.8 1 140.0 1 140.0 140.0 33.1 79.4 126.5 140.0 140.0 29.9 71.8 114.3 140.0 140.0 26.5 63.5 101.2 140.0 140.0 24.1 57.8 92.0 140.0 140.0 22.1 53.0 84.3 130.5 140.0 21.5 51.5 82.0 127.0 140.0 19-1/8" 26-1/2' 30" 37" 42" 48" 53-1/8' 60" 66' 72" 74' 63' 43.1 123.3 140.0 140.0 140.0 31.1 59.0 140.0 140.0 140.0 27.5 78.6 128.5 140.0 140.0 22.3 63.7 104.2 140.0 140.0 - 56.1 91.8 140.0 140.0 - 49.1 80.3 125.3 140.0 - 44.4 72.6 113.2 1 140.0 - 39.3 64.3 100.2 140.0 - 35.7 58.4 91.1 140.0 - 1 32.7 53.5 83.5 140.0 - 31.9 52.1 81.3 140.0 19-1/8" 26-1/2" 30' 37" 42' 48" 53-1/8' 60" 66" 72" 74" 74-1/4" 26.3 75.3 140.0 140.0 140.0 - 54.3 103.3 140.0 140.0 - 48.0 91.2 140.0 140.0 - 38.9 74.0 116.1 140.0 - 34.3 65.2 102.3 140.0 - 30.0 57.0 89.5 140.0 - 27.1 51.5 80.9 140.0 - 24.0 45.6 71.6 131.E - 21.8 41.5 65.1 119.6 - - 38.0 59.7 109.7 - - 37.0 58.1 106.7 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. I X 2 STD. 1 X 3 STD. 1 X 4 STD. 2 X 4 STD. 2 X 6 STD. WIDTH (W) MULL SPAN 19-1/8" 26-1/2" 30" 37" 42' 48" 53-1/8" 60" 66' 72" 74" 84" - 52.0 110.5 140.0 140.0 - 37.5 79.8 117.6 140.0 - 33.2 70.5 103.9 140.0 - - 26.9 23.7 57.1 84.2 74.2 140.0 140.0 50.3 - 20.7 44.0 64.9 127.6 - - 39.8 58.7 115.3 - - 35.2 51.9 102.1 - - 32.0 47.2 92.8 - - 29.4 43.3 85.1 - - 28.6 42.1 82.8 26-1/2' 30' 37' 42' 48' 53-1/8" 60' 66" 72' 74' 96" 34.8 74.7 109.1 140.0 - 25.1 53.9 78.8 140.0 - 22.2 47.6 69.6 140.0 - - 38.6 56.4 125.8 - - 34.0 49.7 110.8 - - 29.0 43.5 97.0 - - 26.9 39.3 87.6 - - 23.8 34.8 77.6 - - 21.6 31.6 70.5 - - - 29.0 64.6 - - - 28.2 62.9 19-1/8" 26-1/2' 30 37' 42" 48" 53-1/8" 60" 66" 72' 74" 108" - 24.5 52.5 76.7 1 140.0 - - 37.9 55.3 137.7 - - 33.4 48.9 121.7 - - 27.1 39.6 98.7 - - 23.9 34.9 86.9 - - 20.9 30.5 76.0 - - - 27.6 68.7 - - - - 24.4 60.8 - - 22.2 55.3 - - - 20.4 50.7 - - - - 49.3 19-1/8" 26-1/2" 30" 37" 42" 48' 53-1/8' 60" 66" 72' 74' 120' - - 38.2 55.9 140.0 - - 27.6 40.3 110.8 - - 24.4 35.6 97.9 - - - 28.9 79.3 - - - 25.4 69.9 - - - 22.3 61.2 - - - - 55.3 - - - - 48.9 - - - - 44,5 - - - - 39.7 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. I X 2 STD. 1 X 3 STD. I X 4 STD. 2 X 4 STD. 2 X 6 STD. WIDTH (W) MULL SPAN 19-1/8" 26-1/2' 30" 37" 42" 48" 53-1/8' 60" 66" 72" 74" 132" - - 28.7 42.0 116.8 - - 20.7 30.3 84.3 74.4 - - - 26.8 - - - 21.7 60.3 - - - - 53.2 _ _ _ _ 46.5 - - - - 42.0 - - - - 37.2 - - - - 33.8 - - - - 31.0 - - - - 30.2 19-1/8" 26-1/2' 30" 37" 42" 48' 53-1/8' 60" 66" 72' 74' 144" - - 22.1 32.3 89.9 - - - 23.3 64.9 - - - 20.6 57.3 - - - - 46.5 - - - - 41.0 - - - - 35.8 - - - - 32.4 - - - - 28.7 - - - - 26.1 • • • • • • • • • • • 00 • . . . • ... . . . . ... . . VERTICAL GLAZING GLAZING PRODUCT I PRODUCT I W1 If W2 I ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE r HORIZONTAL MULLION a �� ' 6lAZINC PRODUCT 3 3 GRAZING GLAZING PRODUCT PRODUCT 3.9 MULLION SPAN 3.2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) w, + w2 2 E 2 X 4 STD. TUBE 2 X 6 STD. TUBE IZ IN�4 S% IM•}_ Ix IN-4 SZ IN"} 2.976 1.488 8.276 2.758 m�u Z q A C "$ W n i N OOry`� 0 8 M, �O>M 11 O ILpO A O��urc Q W2O W 7 W N i Z QWmiW J N J 0 o _ J O p 0 �0n . 0 W � m Ny�4 � 3= Z) 3am 0 � OZ o � Q vv))vE� � , No. 70592 8 0' OF drawing 0 F<oR,oP..• ®�; M 15-07 FL #21844 ��Si®®oil 11�1�sheet 2 of 6 1/22/2018 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 B2 E14 19 1/8" 26 1/2' 30" 37" 42' 48" 54' 60" 66" 72" 74" 38 3/8" 140.0 140.0 97.3 140.0 140.0 140.0 140.0 140.0 114.4 140.0 70.2 140.0 140.0 140.0 140.0 140.0 101.1 140.0 62.0 124.1 140.0 140.0 140.0 140.0 81.9 140.0 50.3 100.6 129.0 140.0 140.0 140.0 72.2 140.0 44.3 88.6 113.6 140.0 139.7 140.0 63.2 126.3 38.8 77.6 99.4 140.0 122.3 140.0 57.1 114.1 35.0 70.1 1 89.8 140.0 1 110.5 1 140.0 50.5 101.1 31.0 62.0 79.6 140.0 97.8 140.0 140.0 45.9 91.9 28.2 56.4 72.3 140.0 88.9 42.1 84.2 25.9 51.7 66.3 132.6 81.5 140.0 1 41.0 01.9 25.2 50.3 64.5 129.0 79.3 140.0 19 1/8' 26 1/2 30" 37' 42" 48" 54" 60' 66' 72" 74" 50 5/8" 120.2 140.0 73.8 140.0 140.0 140.0 140.0 140.0 86.7 140.0 53.2 106.5 136.5 140.0 140.0 140.0 76.6 140.0 47.0 94.1 120.E 1 140.0 140.0 140.0 62.1 124.2 38.1 76.3 97.8 140.0 120.2 140.0 54.7 109.4 33.6 67.2 86.1 140.0 105.9 140.0 47.9 95.8 29.4 58.8 75.4 140.0 92.7 140.0 43.3 86.5 26.6 53.1 68.1 136.2 83.7 140.0 38.3 76.6 23.5 47.0 60.3 120.E 74A 140.0 34.8 69.6 21.4 42.8 54.8 109.6 67.4 134.8 31.9 63.8 - 39.2 50.3 100.5 61.8 123.6 31.1 62.1 - 38.1 48.9 97.8 60.1 120.2 19 1 /8" 26 1/2' 30" 37" 42" 48' 54" 60' 66" 72" 74" 63" 96.6 140.0 59.3 118.6 140.0 140.0 140.0 140.0 69.7 139.4 42.8 1 85.6 109.7 140.0 134.9 140.0 140.0 61.6 123.1 37.8 75.6 96.9 140.0 119.2 49.9 99.8 30.6 61.3 78.6 140.0 96.6 140.0 44.0 87.9 27.0 54.0 69.2 138.4 85.1 140.0 38.5 77.0 23.6 47.2 60.6 121.1 74.5 140.0 34A 69.5 21.3 42.7 1 54.7 109.5 67.3 134.6 30.8 61.6 - 37.8 48.5 96.9 59.6 119.2 28.0 56.0 - 34.4 44.1 88.1 54.2 108.3 25.7 51.3 - 31.5 40.4 80.8 49.7 99.3 96.6 25.0 49.9 - 30.6 39.3 78.6 48.3 19 1/8" 26 1/2" 30' 37' 42' 48" 54' 60' L6" 2" 4' i 74 1/4" 81.9 140.0 50.3 100.6 129.0 140.0 140.0 140.0 59.1 118.3 36.3 72.6 93.1 140.0 114.5 140.0 52.2 104.5 32.1 64.1 82.2 140.0 101.1 140.0 42.4 84.7 26.0 52.0 66.7 133.3 82.0 140.0 37.3 74.8 22.9 45.8 58.7 117.5 72.2 140.0 32.6 65.3 20.0 40.1 51.4 102.8 63.2 126.4 29.5 59.0 - 36.2 46.4 92.9 57.1 114.2 101.1 26.1 52.2 - 32.1 41.1 82.2 50.6 23.7 47.5 - 29.1 37.4 74.8 46.0 91.9 21.8 43.5 - 26.7 34.3 68.5 42.1 84.3 21.2 42.4 - 26.0 33.3 66.7 41.0 82.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 AA2 I AA4 AAA2 AAA4 B2 B4 19 1 /8" 26 1/2' 30" 37" 42" 48" 54" 60' 66" 72" 74" 84" 72.4 140.0 44.5 88.9 114.0 140.0 140.0 140.0 52.3 104.5 32.1 64.2 82.3 140.0 101.2 140.0 140.0 46.2 92.3 25.3 56.7 72.7 140.0 89.4 37.4 74.9 23.0 46.0 58.9 117.9 72.5 140.0 33.0 66.0 20.2 40.5 51.9 103.8 63.8 127.7 111.7 28.9 57.7 - 35.4 45.4 90.9 55.9 26.1 52.1 - 32.0 41.0 1 82.1 50.5 100.9 23.1 48.2 - 28.3 36.3 72.7 44.7 89.4 21.0 42.0 - 25.8 33.0 66.1 40.6 81.2 - 38.5 - 23.6 30.3 60.6 37.2 74.5 - 37.4 - 23.0 29.5 58.9 36.2 72.5 19 1/8" 26 1/2" 30" 37' 42" 48" 54" 60" 66" 72" 74" 96" 63.4 126.7 38.9 77.8 99.8 140.0 122.7 140.0 45.7 91.5 28.1 24.8 56.2 49.6 72.0 63.6 140.0 88.5 140.0 40.4 80.8 127.2 1 78.2 140.0 32.8 65.5 20.1 40.2 51.6 103.1 63.4 126.8 28.9 57.7 - 35.4 45.4 90.9 55.9 111.7 25.3 50.5 - 31.0 39.8 79.5 48.9 97.8 22.8 45.6 - 28.0 35.9 71.8 44.2 88.3 20.2 40.4 - 24.8 31.8 63.6 39.1 78.2 - 36.7 - 22.5 28.9 57.8 35.5 71.1 - 33.7 - 20.7 20.1 26.5 25.8 53.0 32.6 65.2 - 32.8 - 51.6 31.7 1 63.4 19 1/8" 26 1/2' 30' 37" 42' 48" 54" 60" 66' 72" 74" 108" 56.3 112.7 34.6 69.2 88.7 140.0 109.0 1 140.0 40.7 81.3 1 25.0 49.9 64.0 128.0 78.7 140.0 35.9 71.8 22.0 44.1 56.5 113.1 69.5 139.0 29.1 58.2 - 35.7 45.8 91.7 56.4 112.7 25.7 51.3 - 31.5 40.4 80.8 49.7 99.3 22.4 44.9 - 27.6 35.3 70.7 43.4 86.9 20.3 40.6 - 24.9 31.9 63.8 39.3 78.5 - 35.9 - 22.0 28.3 56.5 34.8 69.5 - 32.6 - 20.0 25.7 51.4 31.6 63.2 - 29.9 - - 23.6 47.1 29.0 57.9 - 29.1 - - 22.9 45.8 28.2 56.4 19 1/8' 26 1/2" 30" 37" 42" 48" 54' 60" 66" 120" 50.7 101.4 31.1 62.2 79.8 140.0 98.1 140.0 36.6 73.2 22.5 1 44.9 57.6 115.2 70.8 140.0 32.3 64.6 - 39.7 50.9 101.8 62.6 125.1 26.2 231 52.4 46.2 - 32.2 1 41.3 82.5 50.7 101.4 - 28.3 36.3 72.7 44.7 89.4 20.2 40.4 - 24.8 31.8 63.6 1 39.1 78.2 - 36.5 - 22.4 28.7 57.5 1 50.9 35.3 70.7 62.6 - 32.3 31.3 - 29.4 - - 23.1 46.3 28.4 56.9 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 B2 B4 19 1 /8" 26 1/2" 1. 37" 42" 48" 54" 60" 66" 72" 74" 132" 46.1 92.2 28.3 56.6 72.6 140.0 89.2 140.0 33.3 29.4 66.5 20.4 40.8 52.4 104.7 64.4 128.8 58.8 - 36.1 46.3 92.5 56.9 113.7 23.8 47.6 - 29.2 37.5 75.0 46.1 92.2 21.0 42.0 - 25.8 33.0 66.1 40.6 81.2 - 36.7 - 22.5 28.9 57.8 35.5 71.1 - 33.2 - 20.4 1 26.1 52.2 32.1 64.2 - 29.4 21.0 51.7 - 26.7 - - 42.0 25.9 - 24.5 - - - 38.5 23.7 47.4 - 23.8 - - - 37.5 23.1 46.1 19 1/8' 26 1/2" 30" 37' 42" 48' 54' 60' 66" 72' 74" 144" 42.2 84.5 25.9 51.9 66.5 133.0 81.8 140.0 30.5 61.0 - 37.4 48.0 96.0 59.0 118.0 26.9 53.9 - 1 33.1 42.4 84.8 52.1 104.3 21.8 43.7 - 26.8 1 34.4 68.8 42.3 84.5 - 38.5 - 23.6 30.3 BOX 53.0 37.2 74.5 65.2 - 33.7 - 20.7 26.5 32.6 - 30.4 - - 23.9 47.9 29.4 58.9 - 26.9 - - 21.2 42.4 28.1 23.7 52.1 47.4 - 24.5 - - - 38.5 - 22.4 - - - 35.3 21.7 43.4 - 21.8 - - - 34.4 21.1 42.3 ANCHORS SEE SHEETS 4 THRU 6 ' TO BE INSCRIBED RECTANGULAR SHAPE -DETAIL / 1 GLAZING GLAZING PRODUCT PRODUCT 72" - 26.9 - - 21.2 • 62.4i •2j§.1 5Z1 0 • • "PICAL MULLION ARRANGEMENTS 74' - 26.2 - - 20.E 41.3 2l.4 511.7 • • • • • ANCHORS • • • • • • • • • • • WIDTH (W) = W1 + Wz l �P ...... No.70592 •• ••• ••• • • ••• I=fix.' • • • • • • • • • • • 1i • • • • • • • • • • • • \�® •' OF FL #21844 j11�1` - T7i27f6f8 . . • • . • • . • • • .. .. . . . •• .• ... • 0 0 000 0 0 m O N Z h m 0 0 n 2 i 2 lu a S� OJ N ` m IL 0tR-LL aO>� 0: 8 a Cc W 7 {L2_m-0 Q W BOIE C) Z O J O rn _ o M O li w �� LL m '0yLL 7 3 c ~ 0-C O C 3 y N Z 3am I °Z�o Q HaE� r0 Crowing no. 11 M15-07 11 1/4" DIA. TAPCONS BY 'ITW' 1-1/2' MIN. WOOD PENETRATION UP (I ON EACH WING) WOOD BUCCKK, �.lvJa D STRUCTURE 1 I 1 FLOATING CUP I I i I I I 1/4' DIA. TAPCONS BY 'ITW' 1-1/2' MIN. WOOD PENETRATION 1 PER ANGLE u U L2X2X 1/8" ALUM ANGLE I I /14 SMS 2 PER ANGLE 1-3/ O.C. MIN. I I I I 1/4' DIA. TAPCONS BY 'ITW' 1/4" DIA. TAPCONS BY 'ITW- 1-1 /4* MIN. EMBED 1-1/4' MIN. EMBED_ INTO CONRETE OR BLOCK INTO CONCRETE OR BLOCK 2-1/4" MIN. 2 PER CLIP (1 ON EACH WING) 1 VR.LE EDGE DIST. 1BY WOOD BUCK I I I FLOATING CUP 1 I I I I I ANCHORS TYPE 'A2' 1/4' DIA. TAPCONS BY 'ITW' 1-1/2" MIN. WOOD PENETRATION 4 PER CLIP (2 ON EACH WING WOOD BUCCKK \ STRUCTURE I I I I DATING CLIP I I I I I 1 _n 0 N 1/4' DIA. TAPCONS BY 'fTW' 1-1/2" MIN. WOOD PENETRATION • _ 2 PER ANGL z 1. O /14 SMS 2 PER ANGLE 1-3/4" O.C. MIN. FOR 3" TUBE 2-3/4' O.C. MIN, FOR ALL OTHER TUBES 1/4" DIA TAPCONS BY 'ITW' 1/4" DIA. TAPCONS BY 1-1/2" MIN. EMBED 1-1/2- MIN. EMS 2_1/4" INTO CONCRETE OR BLOCK INTO CONCRETE OR BL MIN. 4 PER CLIP (2 ON EACH WING) 2 PER AN EDGE DIST, 3" MIN. I.• 1 MIN.-�4 I I V'- II I' u 2 x 2 x 1/B' jl 1BY u I ALUM ANGLE I`_____________ I WOOD BUCK /14 SMS I I 1 2 PER ANGLE i I I j j 2 P#14 SMS ANGLE 1-3/4' O.C. MIN. I 1 FLOATING CLIP I 1-3/4" O.C. MIN. FOR 3TUBE RW' OCK GLE Q m mow; � L N 6 � b O1Ou G7 0 UN� 11 I1 V 0 � m II II aO � !7 �s p a c o u u 2 11 2 X 1/8" qqq+ Q j ALUM ANGLE y!ZAJp �'� Q • I 1 1 I I I I I ILzoS_m Q W 01 f (J J z O � J Z) O ' a V ED O M x .�j � LL lal 0] W d N p c v z_ Sam • Q 0 m rv�122i v E Q � 11 2 X 2 X 1 /B' ALUM ANGLE 4. 2-3/4" O.C. MIN. FOR ALL OTHER TUBES y ANCHORS TYPE 'A4' •• ••• • • • • • •• o O • • •• • • • • • a'� o 1 . - !i AJL • n •• ••• ••• • • ••• = .70592 ALL CUPS TO FIT SNUG INTO TU E WO -1 • • : • �• %�®•' S T F �� drawl0no. TAPCONS MAY BE HEX OR FLAT H4 • • • • • /��® ORIDP•�• ®� M15_07 ' FL #21844 ••• • • ••• 1/22/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" DIA. TAPCONS BY 'RW' 1-1/4" MIN. EMBED INTO MASONRY BLOCKS1/4' DIA. TAPCONS BY 'ITW' 2 PER CUP (1 ON EACH WI NGy \ 1-1/4" MIN. EMBED INTO MASONRY BLOCKS 2-1/4" MIN. / \ 1 PER ANGLE! FLOATING ANCHORS TYPE 'AA2' ]]III I I U u LI I I �14 SMS I I 2 PER ANGLE I 1-3/4" O.C. MIN. I I I 1/4" DIA TAPCONS BY 'ITW' 1-3/4" MIN. EMBED INTO CONCRETE- 1/4• DIA. TAPCONS BY 'ITW' 2 PER CUP (1 ON EACH WING 1-1/4" MIN. EMBED INTO CONCRETE 2-1/4• MIN. 1 PER ANG EDGE DIST. fil FLOATING CUPI ANCHORS TYPE 'AAA2' -v j14 SMS 2 PER ANGLE 1-3/4" O.C. MIN. X 1/8- ANGLE 1/4" DIA. TAPCONS BY 'ITW' 1-1/4" MIN, EMBED INTO MASONRY BLOCKS 1/4• DIA. TAPCONS BY 'DW' 4 PER CLIP (2 ON EACH WING 2-1/4" 1-1/4" MIN. EMBED INTO MASONRY BLOCKS MIN. EDGE DIST. 3" 2 PER ANGL MIN. I II II • � � it 1 \ - - _____________ l J I I I #14 SMS I I FLOATING CUP I 1-3/4P D.C.IER N, I I I I FOR 3• TUBE 2-3/4. O.C. MIN, ANCHORS TYPE FOR 'AA4' ALL OTHER TUBES a� �. Z h m 0 OZ �w N IL FF IL N O Gwm 'I o I 2 x 2 x 1/8• O' a W 8 j ALUM ANGLE Q q$ b C I Q W79 Z YI_ J Om< Q Id m O CU J z o J O 0�0 n Ld °o m U) y L D ;c O C 3 y 1/4• DIA. TAPCONS BY 'ITW' O CD 3 a 1-3/4" MIN. EMBED INTO CONCRETE 4 PER CLIP (2 ON EACH WING -1/4" 2 MIN 1/4• DIA. TAPCONS BY 'ITW' 1-1/4• MIN. EMBED INTO CONCREIE 2 PER Z o EDGE DIST. " 3 MIN" . I d I n I 1 n I u 2 x 2 x 1 /8" l 1 I II u u U 2 X 2 x 1 /B" j ALUM ANGLE I I j j j ALUM ANGLE I j j I #14 SMS I j I j j 2 PER ANGLE I I FLOATING CLIP I I 1-3/4" O.C. MIN. I I I FOR 3• TUBE I I 2-3/4" O.C. MIN. • • • • • • • • • • • • FOR ALL OTHER TUBES • •• • • • • ••• • • • • • •AlOCllOfiS -TYPE 'AAA4' ``�TUIn11�riY T No.70592 - ALL CLIPS TO FIT SNUG INTO TUNSMULLIO • • • • • • _ v TAPCONS MAY BE HEX OR FLAT AEA&_ • w • • • • • • • • • • • • • • •• ��®•' S OF �� drowing no. • • • • • • FC ORIOP••'' \�� FL #21844 �'�Y®NALt`�`� sheet g of g • • • • • • • • • • • • 1 /22/2018 • • • • • • • • • • ••• • • • ••• • • METAL STRUCTURES #14 SMS OR 1/4' TEKS (STEEL OR ALUM. 1/8' MIN. THICK) 2 PER CLIP �1A SMS OR 1/4' TEKS STEEL . Fy = 36 KSI MIN. (1 ON EACH WING) �1 PER ANGLE ALUMINUM 6063-TS MIN. )I \ METAL STRUCTURES /14 SMS OR 1/4' TEKS (STEEL OR ALUM. 1/8" MIN. THICK) 4 PER CLIP #14 SMS OR 1/4" TEKS (2 ON 2 PER ANGLE STEEL Fy = 36 KSI MIN. EACH WING) _ Z ro m O : 6063-T5 MIN. NALUMINUM fJ 1 Z q N _ II Y II II � i 1 I l J 2 X 2 X LE IL 1 I I I � � I ALUM ANGLE I I 1 I I I I 1 N I 1 1 FLOATING CUP/i 2 PEJ1A S.S FLOATING CUP/I GLE I 1 1-3/4" O.C. MIN. ANCHORS TYPE '82' ANCHORS TYPE '84' ALL CLIPS TO FlT SNUG INTO TUBE MULUONS. TAPCONS MAY BE HEX OR FLAT HEAD. #14 SMS • 1-1/2' O.C. MIN. 2 PER CHANNEL (1 X2 & 1X3 TUBES) 3 PER CHANNEL (1X4 & 2X4 TUBES) TUBE MULUON 4 PER CHANNEL (2X6 TUBE) ------ --------- I I I I I I 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG I I INTO MULLION TUBE MUl_U0N TUBES MAY BE NOTCHED I AS SHOWN TO ALLOW INSTALLATION 1 I OF CLIP ANGLE I CAULK JOINT AFTER ASSEMBLY I I 014 SMS • 1-1/2" O.C. MIN. I I 2 PER CLIP (1 X2 h 1X3 TUBES) _ i I ACCESS HOLE 3 PER CLIP (1 X4 • 2X4 TUBES) 4 PER CLIP (2X6 TUBE) I � I I -J ilTHIS SCREW CAN BE I 210 FHCLINSTALLED IN EITHERDIRECTION 1'O.C. MI I 1-3/4" X 2" X 1/8" (FOR 2BY TUBE) • • • • • • • 1 3/4' X 2' X 1/B" FOR (1 BY TUBE) • • • • • • • • 1 ALUM ANGLE • • • • • • • • • • 1 CUT TO FIT SNUG INSIDE TUBE • • • • • • • • • • 1 ANCHOR DETAIL #1 METAL TO METAL CONNECTION ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Owo I O GG 0 7'nr II II Lj PANGLE #1'i 4 SMS 2 X 2 % 1/8" 2 ALUM ANGLE l�7 O' ¢ $ 1-3/4' O.C. MIN. j 0 IL a cep C ti dm FOR 3" TUBE 2-3/4' O.C. MIN. ¢ �. ¢ Z N M. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE Q z a n LL, Z JVDa �i Q WM•f r O J � to J Z O J O I M x m i H ; c 0 e O dam Z o m oaf � jM a E"I N0.70592 =_ � $ 8 ® S OF �� dmmng no. FL #21844 sheet 6 of 6 1/22/2018 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: ASSURA WINDOWS & DOORS, LLC. Manufacturer Address: 1543 N POWERLINE ROAD. POMPANO BEACH, FL 33069 Model Name: SERIES ALUMINUM TUBE MULLION Maximum Window Width: 74" Maximum Span: 144" Maximum Load: +140 PSF, -140 PSF (Large Missile Impact) Installation Drawings # M15-07 FL 21844 Date:1/22/2018 • • •..••• ...... .... • • •• This product complies with the High Velocity Hurricane Zone (HVHZ) testing regiuirwents. • The above maximum parameters do not occur simultaneously.. •••••• See installation drawings for combination of span vs loads and anchorlrpe.: . • Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT# Sealed by ASTM E330 Uniform Static Fenestration Testing 09/21/1995 FTL-1297 Yamil G. Kuri, P.E. & TAS 202 Air Press. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration Testing 08/30/2011 FTL-6600 Marlin D. Brinson, P.E. (TAS 201 & Impact & Laboratory, Inc. 02/01/2002 FTL-3284 Luis A. Figueredo, P.E. 203) Cyclic 12/20/2001 FTL-3283 Luis A. Figueredo, P.E. 02/04/2002 FTL-3282 Luis A. Figueredo, P.E. 12/20/2001 FTL-3281 Luis A. Figueredo, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: ,,,,uu,1p ,. All,,. C E4140 '. No 70592 9 ST OF ' Javad Ahmad PE # 70592 �O�cns, c�� NM 1/23/2018 AI-Farooq Corporation EB # 3538 '"�nnn►��` 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com Florida Building Code Online Page 1 of 3 w+.n.�. BCIS Home Log In User Registration Hot Topics Submit Surcharge ( Stats & Facts Publications Contact Us BCIS Site Map Links Search dbOY Product Approval Ii USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # CFC23857-R2'�7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived •••••• Product Manufacturer Assura Windows & Doors i • • • • • • • • • • Address/Phone/Email 1543 N. Powerline Road •• •••• • • - Pompano Beach, FL 33069 • • •• • • • • • • • • • • • • • • • (305) 887-2646 Ext 155 000000 • gberos@assurawindows.com • • • • • • • • • • • • • • • • •••• •••• ••••• Authorized Signature Gerardo Beros • gberos@assurawindows.com • • • • • • • • • • • • • • • •• •• • - • •• •••••• • •• Technical Representative • • • Address/Phone/Email • • • • • • • • • • •••••• • • • • • • • • Quality Assurance Representative • • • - Address/Phone/Email •••• Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL21857 R2 COI SS-Assura-Alum Single Hung-Cl 2017.pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufjj 9QzTt6YQuWo1J... 9/30/2019 ,Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 07/25/2018 08/13/2018 08/14/2018 10/08/2018 FL # Model, Number or Name Description 21857.1 Series "1700 Impact View" Large missile impact resistant aluminum single hung window. Aluminum Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21857 R2 II 55-1700 Alum SHW (LMI)-2017 DWG W17- 11 odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +90/-140 Created by Independent Third Party: Yes Other: See attached drawing W17-11 for span vs load Evaluation Reports combinations and installation instructions. FL21857 R2 AE SS-1700 Alum,:,_Single..-Hung-Windgw_(LMI� PAE 2017.1)df Created by Independent Third Party: Yes 21857.2 Series "2500" Aluminum Single Large missile impact resistant aluminum single Ifur Arldow. Hung Window •' • • Limits of Use •• • •••• Installation Instructions Approved for use in HVHZ: Yes FL21857 R2 II SS - 2500 Alutl'_S� �Mndow �LMi�a®,17, DWG W15-60 - REV 1.1)df • • • • • • • Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +70/-90 Created by Independent Thirdj3arly:Qles •"" Other: See attached drawing W15-60 for span vs load Evaluation Reports 6000 • • • • combinations and installation instructions. FL21857 R2 AE SS-2500 Aluwa Single Hung WLndo LMI PAE 2017.odf • • • • • Created by Independent Thirdoartf:'Yes • ' • 21857.3 Series "580" Aluminum Single Hung Non impact resistant aluminufn single Yung window. • Window • • '••••• Limits of Use Installation Instructions • • • • . • • • Approved for use in HVHZ: Yes FL21857 R2 II SS - 580 Alum. Single Hu win6ow WI) --_ 2017 DWG W17-19.odf 'Go Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Javad Ahmad PE # 70592 Design Pressure: +60/-210 Created by Independent Third Party: Yes Other: See attached drawing W17-19 for span vs load Evaluation Reports combinations and installation instructions. FL21857 R2 AE SS-580 Alum. Single Hung Window - PAE 2017.pdf Created by Independent Third Party: Yes 21857.4 Series 605 Aluminum Single Hung Large missile impact resistant aluminum single hung window. Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21857 R2 II SS-605 Alum. Single Hung Window (LMI) -2017 DWG W15-28.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +80/-115 Created by Independent Third Party: Yes Other: See attached drawing W15-28 for span vs load Evaluation Reports combinations and installation instructions. FL21857 R2 AE SS-605 Alum. Single Hung Window (LMIj. -PAE 2017.Ddf Created by Independent Third Party: Yes rZf857:5- I Series 747 HP Aluminum Single Large missile impact resistant aluminum single hung window. II Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-130 Other: See attached drawing W15-31 for span vs load combinations and installation instructions. Installation Instructions Verified By: )avad Ahmad PE # 70592 Created by Independent Third Party: Yes Back Next Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufjj 9QzTt6YQuWo1J... 9/30/2019 Florida Building Code Online Page 3 of 3 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used far official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: Credit Card Safe a ...... ...... .... aaaaaa .... .... . . .... .... ..... ...... .. . ..... .... . .. ...... . . . . ... a a . https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufjj 9QzTt6YQuWolJ... 9/3 0/2019 . . ... . . . ... . . . . . . . . . . ... . . ... . . . . .. . •• s s s • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • ••• ••• •• •• • • • •• ••• •• • ••s • • • • •• • •• • • • • • ••• •• 53 1/8" WINDOW WIC 48 1/4' FALSE MUNTINS (SURFACE APPLIED) MAY BE USED eD x _ D �4'� n J n n o 2 n i 0 0 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 747 HIGH PERFORMANCE ALUMINUM SINGLE HUNG 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 S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. 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 BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED T T L ED 0 S EEL/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. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. D.L. OPG. W. (FIXED) 21" MAX. HEAD SILL n II II u II II II II �I II II 3 II �I I II II D II I' u u II II II II II II II II µ______ 3 I j II Ili 47 5/8" U.L. VYU. 1VLry I) 49 7/8" ..._.__...._.._..__.__ — _ - — ___..__._._..._.._.....q VENT WIDTH TYPICAL ELEVATION EQUAL LITES m Ra i0!'0 ADDL. ANCHORS AS READ. SEE CHART FOR CAPACITY FALSE MUNTINS (SURFACE APPLIED) MAY BE USED In��\ _ nri 1 5 1/2" MAX. 53 1/8" _ WINDOW WIDTH 48 1/4" D.L. OPG. W. (FIXED) 21" MAX. �\ HEAD/SILL 3 P it II h II •/ II II II I' h II II B II II 3 II II I; 4 n n u u u I I C ❑ n 3 'I II I II 47 7/8' •• ••• • • • • • •• • D.L. OPG. (VENT) 50 1/4" VENT WIDTH (PICAL ELEVATI( UNEQUAL LITES Z n 3 Q v P ry;Q ri 0 Oe to 6 U OJ v U ,N �n Q � N cr C&oQ8 0'�y� ° ry y LL ADDL. ANCHOR SEERCHHART Z Be FOR CAPACITY Q Z e lu v J 3 0 n v = p o i OECD O M 0 N) In i W c ' MAX. T IERS 2 = 0 m 1 3a C) 0 n I/� O Na E� Q0 LAMINATED GLASS LARGE MISSILE IMPACT FL #21857 I 1- l TO�IAl PURCI TMI�P EOT HS�Q1J^RO. aOASE AND NFETHECONDITIONS DETAILED ON THIS DOCUMENT. B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALIO IF If NO. %D:192 ALTERED W ANY MEANS. _ • • WE SPECIW4rWJECTS•SHALL BE PRWRED kORIDA REGISTERED • • ENGINEER OR MCyIIECi••WH{{{ WILL BE ME TTTTTT��I111E E� ECN Of RECORD (E.O.R.) • • :ENGINEER PE i A WILL R PONS LE FOR THE PROPER USE TTyE�Y.E.D. GI ER OF EC D. ACwNG AS A DELEGATED OF • • EN IN THE P.E. EtfINELR SILL ABMIT A THIS UTTER THE SITE • • •Amm D1AI-AS FIR N@JIEW. • • • • \ii �OR1D�`.• ®� • 0 THIS P E.D. SILL BEAR ?HE DATE AND tRIOINAL SLiL AND SIGNATURE OF •\� SS opp,�II11, \\\ THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. � N • • • • • • • • • • • • Sealed 8/10/18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a I _ •� e ~y L Y drowing�no. W15-311 3/16" HEAT STREN'D GLASS '090" Interloyer Soflex Coor And Color Glass By 'Eostmon Chemical Co.' 3/16" HEAT STREN'D GLASS 3/I6" HEAT STREN'D GLASS 120" Interloyer - Uvekol S By 'All- USA, Inc.' -3/16- HEAT STREN'D GLASS w SILICONE SILICONE GE 7700 .m GE 7700 i ffi TREMCO SPECTRUM 2 z:TREMCO SPECTRUM 2 yy II � I fill , II c P II F ' 7/16" OVERALL LAM. GLASS 1/2" OVERALL LAM. GLASS TYPE W TYPE "_i3' 3/16" ANN. GLASS 120" Interloyer Uvekoi S By All 'ex USA, Inc.' 3/16" ANN. GLASS 3/16" ANN. GLASS 090" Interloyer -Safx Clear And Color Gloss By Eastman Chemical Co.' -3/16" ANN. LASS w SILICONE 'S SLCONE GE 7700 - GE 7700 giN TREMCO SPECTRUM 2 Z TREMCO SPECTRUM 2 yyg rt S'0 1} 1/2" OVERALL LAM. CLASS 7/16. OVERALL LAM. GLASS TYPE 'C' TYPE...._'E' 3/16" HEAT STREN'D GLASS 075" Interlayer •-- Soflex CP With PET Core By 'Eastman Chemiccl Co.• 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN•D GLASS 090" Interloyer r- SentryGI.. By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE Z SILICONE GE 7700 m - GE 7700 z TREMCO SPECTRUM 2 i TREMCO SPECTRUM 2 1 g 44 I, i � # 15/32- OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS TYPE O' TYPE Y CI AZING__.OPTIONS I EQUAL. LITES WINDOWS DESIGN LOAD C.APACrLY - PS*' GLASS TYPES CLASS TYPES _ CUSS TYPE WINDOW DIMS. 1 'A' k '11 I 'C k '£' 'D' WIO7H •••HEIGHT '.S.+).1M( )TEXT.(+) 1NT.(-) W.(+) 1NT(-) 19 1/B' j 90.0 900 80.0 80.0 . 90.0 13_00 26-1/2" 90.0 90.0 80.0 _ 0C.0 90.0 130.0 37 26 �) 90.0 90.0 80.0 80.0 goo 130.0 53-1/a. 90.0 90.0 30.0 8..0 00.0 130.0 19-1 /8• 90.0 90.0 80.0 80.0 _ _90.0 130.0 26-1/2. 38-3/8 90.0 93.0 80.0 f 50.0 000 130.0 37" (4) ,. 90.0 90.0 80.0 r 80.0 00 0 130.0 ._130.0 53-,/B" 9o,0 9...0 80.0 W.0 900 19-1/8" 90.0 90.0 50.0 80.0 90 0 130.0 26-1/2• 900 900 1 80.0 80.0 900 130.o I = 37" 50-5/8 (4) 90 0 13.;._0 I 90 0 90 0 1 80.0 _ 80.0 90 0 90 0 eO.0 80.0 go.0 11 e 8 19-1/8" 900 900 eo.0 80.0 900 130.0 2e-1/2• 56_5/8", 96.0 900 00.0 _ 80.0 900 130.0 I 90.0 90 0 37' (5) 80.0 80.0 90.0 130.0 90.0 ' 90-0 80.0 • 80.dT 90.0 _ 108.9 19-1/8• 90.0 900 80.0 900 900 130.0 26-i/2"1 9J• 90.0 -.. 900 ..-.... ' 80.0 - 800 .... i 900 ....... _ 130.0 37' {6) 90.0 900 &.a Boa ' 90.0 130.0 -102.5 53-1/8" 90A 900 80.0 800 900 19-1/8•; 90A 900 80.0 80.0 9C.0 /30.0 26-1/2-176-3/4 90.0 goo, 80.0 B(1.0 _-_ I 90.0 130A 90.0 i30.0 37" (6) W.0 9M.0 80.0 50.0 53-1/8". 90.0 90.0 80.0 SOD 90.0 93.8 24' 90.0 90.0 80.0 80.0 90.0 /3Q0 30" _90.0 90.0 80.0 E0.0 36" MO 0 0 B0.0 80.0 90 0 130.0 42• (4 90 0 - 90 o :To 80.0 - 90.0 r 130.0 90.0 130.0 48" 4C 0 90 0 80.0 80.0 54" 9o.0 90.0 00.0 80.o 90.0 118.3 24 goo 90.0 80.0 80.0100 ,J0.0 2 SO" ( 90 0 r 90.0 00.0 80 0 90 0 130 0 36" 90 0 90.0 90 0 130 0 so.0 - 00 0 42" ( (6) i 900 J -. 90.0 8..0 8a0 900 1300 48" i 90.o 90.0 00.0 80 0 90 0 123.8 54• f 90.0 90.0 80.0 80 0 90 0 i D2.7 24• 9o.0 90.0 goo 80.0 90.0 130.0 30" 90.0 90.0 Boo BD.O 900 130.0 36• 90.o -90.0 80.0 Box 900 130.0 42' I) .90.0 .. 90.0 80.0 80.0 90 0 130.0 48' 90.0 90.0 80.080.0 90.0 115.0 54" 88.2 goo 78.4 - 78.4 I 08.2 93.6 90.0 130.0 53-1/8"'158`� /8" _ _ _ } _ 90.0 130.0 f 90.0 13v 53-i/B" 76-0'/4• 90.0 130.0 ¢ S4. s" _ _ _ _ 90.0 ?40 y 48" 60' - - _ - 90.0 ♦30.0 _ .tea' - 18" 72" _ _.90.0 -, .'. 30.0 Q 54 (8) $8.2 127.4 UNEQUAL LITES (ORIEL TYPES) WINDOWS U 3 DESIGN LOAD CAPACITY - PST GLASS TYPES GLASS TYPES GLASS TYPE WINDOW DIMS. 'A' k 'B' .C. k 'B' F' Z r 3 O 1- / N 1 WIDTH HEIGHT EXt.(+) iM(-) EXL(+) 1M.(-) EXT.(+) INT.(-) '19 1/0' f QOO 00.0 00.0 boo 80.0 80.0 90.0 130.0 90.0 13U.0 i26-I/2 50-5/8" 90.0 4C.0 N a Bo.O eo.O 90.0 /30.0 37* a () 90.0 90.0 Q g 000 53-1/8"1 90.0 90.0 80.0 80.0 goo 119.2 j 0. a � K 19-1 /8" 90.0 900 80.0 80.0 90.0 130.0 26-7/i 56...5/g• ... 900 9C.. 80.0 M7.0 _ 90.0 130.0 `� G LL 1 }'!" (5) 900 90.0 Sao 80.0 90.0 130.0 1. I O [3 N 53-1/0 900 90.0 800 00.0 90.0 113.7 V C .1 a C ¢ In 19-1/e 900 90.0 800 I 80.0 90.0 130.0 26-1n 61 900 90.0 � { eoo 80.0 --80.0 90.0 1300 j O a c 0 4p 37• (6) goo 90.0 1 800 900 _1300 O I 90A 90.0 - 90.0 110.5 2 J n LL Z nV,Ii� 19-1/8'I 900 90.0 000 80.0 900 1300 �130.0 26-1/2' 1 76-3/4"...._ Y00 90.0 ... 800 80.00 _ ... 90 �Oi 37• (6) r 900 90.0 - 000 130A Q W 01 g j53-1/8" 90.o 90.0 90.0 109.6 -' - 24• 90.0 90.0 80.0 00.0 9o.0 130.0- 3I7• 900 90.0 60.0 80.0 90.0 130.0 36' 48 42" __. _ _ -... 90 0 90.0 _. e0A 80.0 ( 90.0 1 ]0.0 800 80.0 I 90.0 130.0 J . J I # -?!1- 90.0 90.0 (4) 48" 90.0 9010 50.0 80.0 90.0 I *_0 # L 54" 90.0 90.0 1 800 80.0 90.0 119.8 V (6, ^ Q 24" 190.0 90.0 soo 90.0 130.0 3p' 900 90.0 .__.. 900 90.0 180.0 80.0 BD.O 8110 80.0 90.0 13a0 .. _ 90.0 130.0_ _ w M u �- 36" 42" 90.0 90.0 I 80.0 80.0 90.0 130.0 62-1 (6) aA" 900 900 1800 80.0 90.0 130.0 j Q'` 54• 891 90.0 I - 82.1 108.7 i 3 0 M EL 24" 90.0 90.0 I - 80.0 80.0 goo 130.0 30" 900 90.0 800 90.0 3 90.0 130.0 p 36" 90 0 90.0- < ti Z C 80.o BO.0 90.0 , 130.0 72, 42" (6} 90.0 90.0 - 900 130.0 1 w (n E v 48' W.0 A0.0 - 00.0 129.3 V 54" 84.8 90.0 i - - 84.8 106.4 1 I56 53-1 /8 50 5 /8• - - 1 - , 90.0 13mo 53-1/8'. - - - - I 90.0 130.0 {6) I 1 S i ;o ;a 4 ._.._..__-. i 53-1 /8 7" 90.0 130.0 53-1/8 ]6 3/4'; (7) _ _ _ 90.0 1211.3 34• 48 I _ _ _ _ 90.0 130.0 54• - - 84.8 .. 122.5 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB :.2 - • • • • • • • • • 01 • • • • • • • • L1 i iiiiPr No, 7053 N0. IN PARENTHESIS INDICATE ti0. OF ANCHOR�j PER JAlAF1• • • • • • • - (281 AT 1/4 POINTS ON LITES NOTE.• • • • • • • • • • ; a ` WIDER THAN 36" GLASS CAF9N@iTIES ON eTHIO SHEET WE • • • is OF Shy d ow nq no. BAS!D ON•ASTM ET.S•UO 09•(3 SEC. tt'USTS}• Sealed 8/10/18 � 10�• W15-31 _ AND NG CCMMISSION DA ,�°�. ,°"• /r/ 0-NAL ` W NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS" DECLARATORY BUATDEIMENT DCA05-DEC-219 FI. ' 185 / 7L1711Ittt)- sheet 2of 5=.. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 2BY WOOD BUCK SfE ELEVS. FOR SPACING OR WOOD'STRUCTURE M N rr___________________i� Z m • 3 CTAI S RUCTURE METAL I F.B.C. APPROVED I I °j 1 MULLION h MULLION ANCHORS I I ,, DC DIST. O q j SEE SEPARATE APPROVAL j l Z ry 1 i EDGE ISM. 1 EDGE DIST. __ O TYPICAL ANCHORS, OC g I SEE ELEV. FOR SPACING 01 d C Qw TYPICAL ANCHORS O yaI C , SEE ELEV. FOR SPACING a p Z N ---...... . --- — - - - TYPICAL ANCHORS: SEE ELEV. FOR SPACING j u$ WOOD BUCKS AND METAL STRUCTURE NOT BY ASSURA WINDOWS Z JI 1./4' DIA. ULTRACON BY 'ELCO' (Fu=t77 KSI, Fy=I55 KSI) CR W f U MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM .INTO 2BY WOOD BUCKS OR WOOD STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS : J 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o rli 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) O rn DIRECTLY INTO CONCRETE OR BLOCKS 0 o i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) °�� •. ;1114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) v o e (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE a o m ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) 3a o STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) n Oz o o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) y v E n 012 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) N Q a INTO F.B.C. APPROVED MULLIONS O (NO SHIM SPACE) (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) o_ TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. o CONCRETE AT HEAD, SILL OR JAMBS Vc - 3DOO PSI MtN. 4 0 WOOD RUCK -- _ • • • • • : : : • • • !_9: HSLSAW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. u o i c • • • M,IL JORJiS AND FRI,ME•CONNECTIONS SEALED WITH f:` p�INIP AQ SILICONE OR ACRYLIC SEALANT. //`` ' •' xs - 0 WEEPHOLES: IS No. .I •• ••• ••• • • ••• ' �" v I • • W1 = 7f8"BONG NOTCH ♦T EACH END > TYPICAL ANCHORS• • • • • • • • • • • \ OF 6j drawing no.1 1_ T —FOR SPACING SEE ELEV.• • • • • • • • • • • • Y\ '•.�ORIDf`.•' A�� I .�`,s; ....... ca.� I W15-31 �!/��A�. FL #21857 ,i,x� sheet 3oj_. 5 • • • • • • • • • • • • Sealed 8/10/18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" MAX. SHIM U� TYPICAL ANC i( SEE EL FOR SPAC METAL STRUCTURE FBC APPR.D CLIPPED MULUON- SEE SEPARATE APPROVAL ; I� it TYPICAL ANCHORS SEE ELLV. FOR SPACING EXTERIOR WINDOW WIDTH WINDOW WIDTH RIOR D.L. OPG. (FIXED) WINDOW WIDTH Iay W000 BUC•(S ITEM PART g QTY. DESCRIPTION MATERIAL MAN F./SIIFFLI EH/NEMAHKS 1 TM-131A 1 FRAME HEAD 6063-T8 2 I GW-37731 1 FRAME S-LL. 6063-T6 - 3 TM-130 2 FRAME JAMB 16063 T6 - 4 TM-137 1 MEETING RAIL 16063 -6 5:. TM-140 .. 1 VENT TOP RAIL 6063-T6 _ b GW 37730 1 VENT BOTTOM RAIL _ 8063 TB :- -- --- — / W 31134c 2 VENT JAMB STILE 60&3 T6 . - 8 GW 31470 2 VENT STOP 6063-T6 - 5 TM-1416 I 4/VEN- GLAZING BEAD 6063-T6 10 W43371 (2) STRIP i FIN SEAL WEATHERSTRIP - 'BOTTOM RAIL/FRAME SILL 11 W43201 I (1) STRIP FIN SEAL WEATHERSTRIP - WENT TOP/MTG.RAIL 12 W31225 (2) STRIP FIN SEAL WEATHERS -RIP I VENT JmB STILES :. 14 ............. P5043 ......... 2 1 3/8"x7/8".1/2" FlNSEAL PAD - FRAME SILL CORNERS 15 TM-118A 2/VENT SPRING LOADED EGRESS LOCK 6063-T6 VENT 8017. RAIL, 6" FROM ENDS 16 I - 4/VENT VENT GUIDE NYLON VENT INT. CORNERS 17 - T 2/VENT CALDWELL SPIRAL BALANCES - AT FRAME JAMeS 18 WVR-9302 2/VENT BALANCE COVER VINYL -FRAME HEM/JAMBS .__.... 19 ......... .__._ ....... I, N69 ..............._... 2/VENT .. ....._..... CALDWELL BALANCE CUP - VENT BOLT. CORNERS 20 - 2 ( /12 x 3/4- P.H. SMS STEEL (1) AT EACH BALANCE 21 j 2/ CORNER #12 x 1" P.H. SMS STEEL FRAME CORNERS k MTG. RAIL CORNER` 22 - 2/ CORNER #10 x 1" P.H. SMS STEEL VENT CORNERS 24 - j 4 ' f6 x 3/8" F.N. SMS. STEEL AT EA PLASTIC GUIDE 25 ' - 2 1/2 X 1- X 1/8' REINF. CHANNEL 6063-T5 !AT MTG. RAIL 26 - 1 1 X X 1/8" REINF. TUBE 6063-15 AT VENT TOP RAIL 27 - 1 1-3/8 X 1/18" RUNE. BAR 6063T5 AT VENT TOP RAIL 28_. - 2/ UTE ISETTING BLOCKS, 1/16" X 1/2" X 4" LONG EPOM OUROMETER 80m5 SHORE A 1/4" MAX. t SHIMS i 1/4" SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING MAX. TYPICAL ANCHORS j7 4 .._ SEE ELEV. _ FOR SPACING c a b ' y •G C u I �+ • • • • •. s • 'A�OD•SUCK .� w • • • • • • W (qp•STR CjURr �• to _. c L •• ••• ••• •• f• •••O.7�4 '._ _..._._____ __ • • • 00 • s • „. � '" • • • • • • • • • • • • • • • • E OP s • Sealed 8/10/18 - t dfcwing no. W15-31 r, T i' #°21857 �/s1CbY'.�y�,`-:1l\\`\\ sheet 4ot _5... • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - 3.042--•� i .062 1.437 .937 -• 1.oeo -1 �11 FRAME HEAD i FIXED MEETING RAIL VENT TOP RAIL VENT BOTTOM RAIL U FRAME JAMB { .923 2 T'—III .602 .040 `= - 562 1 I I a - f .385 O GLAZING BEAD }II-1-1.169 ] '---t 1.374 .0621 io �I 9d 9 F-- 0 SASH SIDE RAIL 47 1 4. O FRAME SILL !ho 0 i6 O VENT STOP �1 1.000 .500 �.125 26 MTG. RAIL REINFORCING 1.Ea .125 TOP RAIL REINFORCING 1.236 1.133 ,062 � 6 jl" Y LATCH LOCK 2 T 21 FRAME TOP CORNERTOP CORNER r • s • No. 70592 _ 1 I- � cam.• ••• • ••i I_ •• • • • • • • OF FRAME•BOTT&m CORNER • • • ,�� 3 � FL #21857 �V1 Q z � 21 2z 000 O3a^� v 0'az"' 8 OdooWHW 0��on LL z .J 2 1m g wi Q W • E r ` J� VENT TOP CORNER p I m 3'0 O O xii 0Qo 22 o M w 0' z 4 c o m Sam m a E O o o_ • • • Sealed 8/10/18 • • • • • • • • • • • • • • • • • • • • •• •• • • i •• •• •i• • • • ••• 0 • drawing no. W15-31 sheet 5 of 5l t AL-FAROOQ CORPORATION CONSULTING ENGINEERS 8, PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: ASSURA WINDOWS & DOORS, LLC. Manufacturer Address: 1543 N POWERLINE ROAD. POMPANO BEACH, FL 33069 Model Name: SERIES 747 HP ALUMINUM SINGLE HUNG WINDOW Maximum Frame Width: 54" Maximum Frame Height: 76-3 4" Maximum Load: +90 PSF, -130 PSF (Large Missile Impact) Installation Drawings # W15-31 FL 21857 Date: 12/3/2017 •••••• •••• •••••• •••• •••• • • •••• •••• ••••• •. •• . •• •••••• •••••• • This product complies with the High Velocity Hurricane Zone (HVHZ) testidg r;;jirempnts.. „ The above maximum parameters do not occur simultaneouSW ' • •• See charts on installation drawings for combinations of span vs. load. �.:.•' Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST REPORT # Test DATE Sealed by ASTM E283 Air Infiltration Fenestration 01/02/2007 FTL-4974 Michael Wenzel, P.E. Leakage Testing Laboratory ASTM E331 Water Fenestration 01/02/2007 FTL-4974 Michael Wenzel, P.E. OR ASTM 547 & Penetration Testing Laboratory TAS 202 ASTM E330 Uniform Static Fenestration 01/02/2007 FTL-4974 Michael Wenzel, P.E. & TAS 202 Air Press. Testing Laboratory 03/14/2007 FTL-5143 Michael Wenzel, P.E. ASTM F558 Forced Entry Fenestration 01/02/2007 FTL-4974 Michael Wenzel, P.E. Testing Laboratory Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration 01/02/2007 FTL-4974 Michael Wenzel, P.E. (TAS 201 & 203) Impact & Cyclic Testing Laboratory 03/14/2007 FTL-5143 Michael Wenzel, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: ' V PD AHM �1, �P;.E AQ . 70592 •'lN, Javad Ahmad PE # 70592 cn•�.�P1�p'V�`• �� S,S/ONAI.E" Sealed:l2/11/2017 AI-Farooq Corporation EB # 3538"""""'��, 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooci@afceng.com