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WS-19-2033Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Perrnit'NO.: WS-0-1 Get- nrylf L�j Permit Type: Windom/Shuttersnrk-Classrration. Window/Dolor Replacement .ft Permit Status: Approved Issue Date: Location Address Parcel Number 1298 NE 100THI ST, Miami Shores, FL 33138 1132050090010 Contacts Expiration: 05/26/2020 SHARON THOMPSON Owner FOUR BLR DOORS CORP Contractor STANLEY ABBOTT SUMNER 11467 SW 235 ST, MIAMI , FL 33014 Business:3057762443 permitdepartment@fbdoors.com Description: REMOVE AND REPLACE 12 WINDOWS & 1 DOOR Valuation: $ 22,921.00 1Inspection Requests: Total Scl Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $13.80 DBPR Fee $3.45 DCA Fee $2.30 Education Surcharge $4.60 Scanning Fee $9.00 Technology Fee $5.75 Windows/Shutters Fee $180.00 Total: $268.90 Building Department Copy Payments Date Paid Amt Paid Total Fees $268.90 Check # 5636 11/27/2019 $218.90 Check # 5339 08/30/2019 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I auth ri he above named contractor to do the work stated. Authorized Signature: Owner / Applicant // Contractor / Agent November 27, 2019 Page 2 of 2 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner -Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: J Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this 11-3day of `�l.�C�(.cS 20 (� . By � ` 0-11'bvl 75- ��Oc r� � who is personally known to me or has produced as identification. Notary: _--� SEAL: LUIS G DOMINGUEZ COMMfsskfl # GG 13217 Expires July 18, 2022� Ofted rm 2 40* Nfty 8#tw 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). AcknoS' wl Bement: Qualifier/Owner Signature 11 kCLa v_-N I - 6 Y� 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) E 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 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) The undersigned Affiant, S MrAn , does hereby attest that (Property owner) The attached survey, performed by rb &Z 1)06r � (Name of surveyor's company) For address:)2.ag NE 1().O,q fflS l ShAttS , fL ;56132 , Performed on (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Kejanj eth naught. xSha0n-r�a��. Property Owner Signature +,/\ Property Owner Print Name SWORN TO AND SUBSCRIBED before me this 0 day of Affiant is personally known to me, produced _t N� ��-Q �i C 1--tntific tion. ```aa�►uuw�uun�,, � �OTAp), MyComm. E PA, Notary Revised on 5/22/20091 Revised on 6/12/09 = 20 Comm m. # GG 32631 02" PUB Irl \�Q 'j(be � 6C,t. 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING AUG112 9 ZFh19 BY: mil._=. FBC 20 Master Permit No. � Ns_ CA - n Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I rA -10 1 1 L. I l- V 'Ili I Folio/Parcel#: ) I ` ,b (I Uj_:) -te1Ul -U_I I U Is the Building Historically Designated: Yes NO. Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: Tenant/Lessee Name: Email: CONTRACTOR: Company Name:0 Q()(S Phonea— 'UP -1 U/ u Address: nw I 5qsr City: Q M —State:o . Zi Qualifier Name: Phone#3 State Certification or Registratij #: 15 Epun Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: _ Address: City: State: Value of Work for this Permit: $_ a V'� Square/Linear Footage of Work: Type of Work: ❑ ddition Alteration J ❑ New Repair/Replace 0V / 0VI ((DU Description of Work: Zip: ❑ Demolition I rim - Specify color of color thru tile: Submittal Fee $ Dapn-1 Permit Fee $. "�30 CCF $ 13.60 CO/CC $ Scanning Fee $ 9.00 Radon Fee $ 02 - 30 D��BPR $ 3 • 4c7 Notary $ Technology Fee $ Training/Education Fee $ 4 • 100 Double Fee $ Structural Reviews $ Bond $ Q TOTAL FEE NOW DUE $ 18. 0 (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 opprov d and a reinspection fee will be charged. Signature r Sig natur OWNER or AGENT The foregoing instrument was acknowledged before me this 3 / day of �a t-t S 20 I by J • who is personally known to me or who has produced kYLVQv(5 U CC—y\S e— as identification and who did take n oath. NOTARY PUBLI Sign: Print: rl/ �` G • 6 ✓�7C CONTRACTOR The foregoing instrument was t/ acknowledged before me this day of z � 20 /'�� by SI-ctn �� Sy��� nit Xwho is personally known to me or who has produced � as identification and who did take an oath. NOTARY PUBLIC: Seal Z'Z0�'8.�-l�n;^Mrd os�`� Seal: o``YQ''!. :..,, ,, LUIS G XkfiNGUEZ I1lZLZ *3Juure Commlcsion # GG 213217 �fiaMl{���f6i11 � �o` ��OfFLpP\ EzPires July 18, 2022 80nOiD1�N9u9�CtN6ig7&ertieli APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk f r r Contract for Services }Project # FB i Icy . Date:/0 / Customer nformation Ship To: Name: r 41'M r Four BLR Doors, Corp. Address: /� 5 5743 NW 159 Street Address: J 3/3 Miami Lakes, FL 33014 Phone Number:r�� �� (305) 456-7460 Email: 5' d,rpy! fjtJ" ' �¢� G'��/Lf www.fbdoors.com - Pay _ ent Schedule` follows: ❑ OPTION 1: I. Deposit: 50% of Total Amount of Project. ii. Material Reception: 40 % of Total Amount of Project. �iii. Fina ayment 10% balance upon Installation Completion, and Approved Permits. PTION 2, YgreneWorks: 0% Deposit, 100% upon completition via Ygreene's funding. Four BLR Doors will order material upon receiving Notice to Proceed from Ygreene, advising that Finance Agreement has been signed, and recorded by county, and/or otherwise finalized. Changes in Payment Terms are allowed only before issuing the Notice to Proceed. ❑ OPTION 3, Pace Program (RENEW, ALLIANCE, others) : 0% Deposit, 100% upon completition via Pace Program's funding. Four BLR Doors will order material upon receiving Notice to Proceed from Pace Program, advising that Finance Agreement has been signed, and recorded by county, and/or otherwise finalized. Changes in Payment Terms are allowed only before issuing the Notice to Proceed. Component Details Four BLR Doors to Supply and Install Windows & Doors per Contract for Service . A Remarkf f aJ �Y/ r.✓� ! SS / y / r qJ1 l O 14:LU-e ~"" Please see aYached ;, ateria! !ists for sizes and a. ,ties "*' - G` fir^ ->»� .a7...r�.nf� Warranty will be provided when project is completed "" ,� �� YhS 4 CfA Price includes a material and labor or installation Total: Description of Work: • NOA's will be supplied. • Masonry opening sizes will be supplied. • Inspect openings. • Permit Processing is included. • TAPCON Anchors per approved code. • Install new windows and doors. • Window/ Door Perimeter Caulking, Seal Outside. • Exterior & Interior Wall Finishing of damaged areas because of doors and windows replacement, matching the existing surrounding conditions, as closely as possible. • Sweep and vacuum all work areas. Haul away debris. • Construction Punch -List walk through at the end of project. Customer has become aware of: ➢ City Permit Fees are Not Included. X ➢ Window Bucks are Not Included. ®` ➢ FB Doors will install doors and windows in openings prepared by others. ➢ For the purpose of adapting the new windows and doors to the existing openings, the final dimensions of installed productss may vary slightly from those detailed in the Contract for Services. ➢ Waterproofing Paint and Alarm Wiring performed by others. ➢ Exterior & Interior Cleaning of Windows/ Doors performed by others. ➢ Repairs have a (90) Ninety -Day Warranty. New Installations have (1) One -Year Warranty. Terms & Conditions: FB Doors will service manufacture's defects. However, defects and service schedule will not be basis for holding back final payment. FB Doors is NOT responsible for manufacturer delays or acts of God that may delay installation. FB Doors is NOT responsible for removal or damage to any type of window treatment or flooring. FB Doors is NOT responsible for custom wall finishes (wall paper, faux finishes, etc.). FB Doors is NOT responsible for moving of furniture or any damages due to moving of furniture. FB Doors is NOT responsible fo any hidden structural damages. Accepted By: Lam_ Date: FB Doors, Corp.: Date:- / —. Panty 1 M'i ih�< . Four BLR Doors, Corp. DBA Name: FB Doors 5743 NW 159 Street Miami Lakes, FL 33014 Phone: (305) 456-1460 Fax: (954) 239-9684 CGC # 1523069 Contract for Services 1. TERMS AND CONDITIONS Limited Warranties: Four BLR Doors warrants its work to be free from defects in material and workmanship for a period of one year from the windows and doors are installed. All equipment and accessories installed as provided for herein, carry a warranty as provided by each manufacturer. When Buyer has work performed by others, Four BLR Doors does not warrant such work and Four BLR Doors shall not be held liable for such work or loss or damages, which may resultnom. later uyer 15daysltaffer discovery: fy in writing via certified mail to Four BLR Doors of any alleged defects or breach of the above warranty within a reasonable time after discovery, such notice shall be sent to Four BLR Doors at its place of business set forth on the other side of this contract. The above warranties are effective only if Buyer has complied with all terms and conditions, payment and other provisions of the contract. The warranties become void it: acts of God, war, riots, or other civil disturbances, acts of others; or if there was a transfer or change of ownership of the real property on which the material is located without a paid for inspection or Four BLR Doors. Defects or failures resulting from mistreatment or neglect by Buyer will be repaired or serviced at Buyees expense. If Buyer has work performed by others that is not provided for in this contract, Four BLR Doors does not warrant such work, and Four BLR Doors shall not be held liable for such work or loss m. The sale and exclusive remedy of the Buyer and the obligation of Four BLR Doors for that matter set forth herein whether on warranty, damages which may result therefro contract, negligence or strict liability, is the repair of the defect. Four BLR Doors shall in no event be liable for special or consequential damages. If installation has not started within 90 days from date of the contract for reason beyond Four BLR Doors control, Four BLR Doors shall have the right to cancel the contract upon notice to the Buyer. 2. CONTRACTS AND SPECIFICATIONS This contract constitutes the entire contract and the parties are not bound by any oral expression or representation by any agent of either party purporting to act for or on behalf of either party or by a commitment or arrangement not specified in the contract. The final dimensions of installed doors and windows may vary slightly from those detailed in the Contract for Services. The reason for a discrepancy arises because of adapting the new windows and doors to the dimensions of the existing openings. No additional work shall De done without prior written authorization by Buyer. Any such authorization shall be on a change order form showing the agreement terms and the reason for such , it is agreed that the total price under this contract shall be increased . the price of change and approved by both parties. For such additional work so added to the contract such additional work; that installments may be increased proportionally, and that all terms and conditions of this contract shall apply to such additional work. Both parties agree that the contract completion dates shall be extended 5 working days for each additional working day necessitated by the change order should a date have been given. 3. RESPONSIBILITIES OF FOUR BLit DOORS CONDITIONS AND LIMITATIONS Four BUR Doors agrees to do all work provided in this contract in good and workmanlike manner, but shall not be responsible for delay or failure to perform work when such delay or failure is due to: Acts of God, inclement weather, war, dot or other civil disturbance, labor disputes, government prohibition, non -issuance of all required permits effecting the windows/doors and adjacent areas, failure of Buyer to perform any obligations to be performed by him hereunder, or other reason beyond Four BLR Doors on control. The date of completion if provided for herein shall be extended five (5) calendar days for each calendar day of delay caused by any or all of the events referred to in this paragraph, up to and including the sixth (6) day of delay. Thereafter, the date of completion shall be extended one (1) calendar day for each calendar day of delay. Four BLR Doors is not responsible for damage to improvements and appurtenances located in or reasonably adjacent to the access routes on the job site, including but not limited to such items are curbs, sidewalks, driveways, patios, lawns, shrubs and sprinkler systems. 4. RESPONSIBILITIES OF BUYER If Buyer authorizes access to adjacent properties for Four BLR Doors use during construction, Buyer is required to obtain permission from the owner(s) of adjacent properties for such use, and Buyer agrees to be responsible and to hod Four BLR Doors harmless from any risks thereof. Buyer is required at his expense to do all construction and other acts necessary, and to meet all conditions necessary, to allow Four BLR Doors to complete the work as provided in this contrail. Buyer shall furnish any necessary l variance and association permits or fees. Due to insurance requirements, buyer shall maintain a minimum distance of fifteen feet from work being performed by an installer. Buyer agrees to make payment plied for by this contract on time, even though repairs under this contract may have been scheduled but not yet performed. All paymentsby received later than 3 days from the time due will extend the completion date hereunder by an additional 3 days for each late day. ff completion of from Buyer's is delayed R cause under Buyers control for a period of more than 30 days, Buyer agrees to pay the increased labor, material, and equipment cost resulting from Buyer's delay. Four BLit Doors retains title to all window/door equipment until purchase price and any extras are paid for in full. If price is not paid in accordance with this Contract, Buyer agrees that Four BLR Doors or its employees without notice to Buyer may enter the Buyer's premises and repossess any window/door equipment and accessories included in this Contract and will pay the value of said equipment whatsoever on account of such repossession, save and except property damage occasioned by gross carelessness or neglect. Approval of work by an inspecting government agency deemed to be completion of that work in a workmanlike manner. This job site is deemed complete upon written notice provided by Four BLR Doors. 5. REPRESENTATIONS OF BUYER Unless otherwise specifically provided in the plans and specifications of this contract, Four BLR Doors has entered into this contact based upon the following assumptions Of facts and warranties of buyer: a. That Buyer is the legal owner of is legally appointed to act on behalf of the owner on the subject property address. b. That Buyer will provide adequate access to buyers own property or through adjacent property for Four BLR Doors normal construction equipment to do the work at no cost and with no liability to Four BLR Doors. 6. DAMAGE TO WORK In the event work already performed is damaged by any cause beyond Four BLR Doors control and Buyrf not elects to ocanel the co�pdce the work uch labor ordered nd terminated us public of authority, Four BLR Doors shall be paid for such work, the amount agreed to in writing for such work,agreed, such cost price. If the work is not canceled or ordered terminated, all work necessary to replace work already performed shall be considered additional work to be paid for by the Buyer in accordance with the preceding sentence. 7. ASSIGNMENTS IN SUB -CONTRACTORS Four BLR Doors does not sub -contract. Being a General Contractor and if the scope of the work includes areas other than installation of Hurricane Impact Windows and Doors, Four BLR Doors may subcontract that portion of the work. 8. DEFAULT In the event of default by Buyer of any provision of this contract, Buyer agrees to pay all collection cost, and interest from dale of default. Reasonable attorney's fees shall e awarded to the prevailing party to any action brought under this contact. Owner agrees that in the event of breach or cancellation by Owner, Owner shall be responsible for charges to date of breach plus contract profits. 9. FINAL INSPECTION Once the work (new construction, remodeling and/or additions to existing structures) is totally completed, the Building Authority requires a Final Inspection. The Inspector shall review the plans, notes, specifications and then inspect the full lengln of the project, and if al! ';.to and safety items meet code, the total job is approved by the city/county. Owner agrees that within 48 hours after the completion of the work, FB Doors will request a Final Inspection. 10. FINANCINGand Four BLR Doors may assist the Owner in obtaining financing but in no event are the financing arrangements as may be required by the Owner, a condition to turn contract, to it is expressly agreed that the Owner is responsible solely for any such financing that may be required. Should financing be turned down, it is necessary that 3 turn down letters from 3 different financing institutions must be obtained from the lenders in order to cancel this agreement. 11, ATTORNEY'S FEES In the event any party files a suit in connection with this Contract for Services, any provisions contained herein or any documents now or hereinafter executed pursuant to or furtherance of this Contract for Services, then the party which prevails in such action shall be entitled to recover, in addition to all other remedies or damages, reasonable aftorneys' fees (including appellate proceedings) and mull costs incurred in such suit. Page 2 of 3 Initialize:..'...• rev 01.25-19 Four BLR Doors, Corp. DBA Name: FB Doors 5743 NW 159 Street j fiarru Lakes, FL 33014 Phone: (305) 456-7460 Fax: (954) 239-9684 CGC # 1523069 Contract for Services 12. LIEN LAW ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER' FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. 13, ALARM SYSTEM If there is an alarm system currently installed with window and door sensors, the Buyer is responsible to have their alarm company disconnect and reconnect the alarms. As Four BLR Doors in not responsible for any of these alarm components. 14. CUSTOM WORK The work performed by Four BLR Doors is solely tailored to the Buyer and its specific needs. The custom work and orders placed by Four BLR Doors is non-refundable as these products are not applicable to other jobs performed by Four BLR Doors. In the event that the Buyer defaults and/or cancels this contract the deposit is non-refundable and reverts to Four BLR Doors (see Notice of Cancellation below). In the event that the contract is cancelled by the Buyer, Four BLR Doors retains all rights to invoice Buyer for time spent on the project up until the cancellation including but not limited to consultation of project, designing, ordering, support of ordering products, pick-up and delivery of products, inspection of products and providing storage for products until the Buyer has retained the goods. See below for specific Custom Work conditions, definitions and terms: Complete Exterior Painting Warranty Doors w FB Doarrants all materials and Labor for a period of 7 (seven) years. We warranty the product used on the property will not peel or blister. The exclusions of this warranty are all horizontal surfaces and moving objects such as doors, garage doors, etc. Any claim hereunder not presented to FB Doors during the specified period will discharge FB Doors from any responsibility or obligation under this warranty. If after the inspection, the condition of the daim is covered under this warranty, FB Doors will provide sufficient material and labor to properly recoat the said area(s). The foregoing shall be the only remedy for the property covered. The supplying of all replacement material and labor will not extend the warranty: however, the remaining warranty period shall continue. The warranty may be transferred to a new home owner by written request upon completion. Warranty Period shall mean the period commencing on the date reflected on Final Inspection. • Construction Debris Removal Material removal as doors, windows, hardware, and remodeling debris will be considered as solid waste, unless otherwise instructed in Section 'Work Description' of this contract. FB Doors will provide an effident, safe and eco-friendly construction waste disposal service during and after the project is complete. • Tree and Shrub Damage during Construction Often construction involves the removal or trimming of trees or shrubs. To minimize damage, and retain valuable trees, a professional tree care company should be retained by buyer and paid for by Buyer in the project. Property owner are responsible to provide a dear working area, free of shrubs and bushes prior to project initiation. FB Doors will not accept any responsibility and shall not be held responsible for any trees/ bushes/ shrubs loss or damage arising from the installation of doors and windows. 15. PROPERTY ASSESSED CLEAN ENERGY (PACE). FINANCING FB Doors is a certified PACE contractor. FB Doors, upon request, will provide the Buyer with a complete set of documents as specify by each PACE Finance Programs. FB Doors will instruct the Buyer tc contact directly his/ her selected provider (Ygrene-WORKS, RENEW, ALLIANCE, etc.) with any Program Financing questions. FB Doors shall not provide lax advice to Buyer relating to any aspect of PACE Program Financing. If Buyer inquiries about the tax aspects of PACE Program financing, FB Doors will direct Buyer to his/her provider. Owner will receive a Settlement Statement by arrival of material for property owner to sign. In the event of not signed electronically or with wet signature upon final inspection, a daily charge of $100.00 will accrued to the total amount of this contract. Owner agrees that in the event of breach, cancellation or default by any PACE finance provider, Owner shall be fully responsible for the sum due to FB Doors. 16. NOTICE OF CANCELLATION You may cancel this transaction, without any penalty or obligation, within three business days of the date on signing this agreement. If you cancel, any property traded in, any payments made by you under the contract or sale, and any negotiable instrument executed by you will be returned within 10 days (less any expenses incurred) following receipt by the seller of your written cancellation notice. Any security interest arising out of the transaction will be cancelled. If you cancel, you must make available to the Four BLR Doors at your residence, in substantially as good a condition as when received, any goods delivered to you under the contract or sale, or you may, if you wish, comply with the instructions of to the Four BLR Doors regarding the return shipment of the goods at the sellers expense and risk. If you do not make the goods available to the seller and the seller does not pick them up within 20 days of the date of your notice or cancellation, you may retain or dispose of the goods without any further obligation. If you fail to make the goods available to the seller, or if you agree to return the goods to the seller and you fail to do so, then you remain liable for the performance of all obligations under the contract. To cancel this transaction, within three days mail or deliver a signed and dated copy of a cancellation notice, or any other written notice, or send a telegram to: Four BLR Doors, Corp. 5743 NW 159°i Street, Miami Lakes, Florida 33014 Buyer: A� Date: Printed Name: ^j?didYL Address: 7 6 �E� 1 Email: To be completed by Four BLR Doors ONLY Four BLR Doors: �1! 2M Date: Notes: Page 3 of 3 rev 08-14.18 Initialize:... r�pm- J, FBDOORS IMPACT PROTECTION _ nl Wmp- I� PERMIT #: - V�)-_Iq Miami Shr_Ins Village APFRO�vEO BY DATE ZONING DEP f BL_DG DEPT SUBJECT I O C(.klPI.lPNCE WI f,,i All FEUERAL STATE ANL) L( IjN i ! rsL L_S AND REGU ]- HR ]4 3/4" X 391/2" NOA 18-0627.01 ZONE 4+39.7/-39.7 a NON 18-062].Ol $ ZONE 4 9.7 EGRESS BEDROOM LAnoNs 9-HR741/2"X49 2" NM 18-0627.OS ZONE 4+39.7/-39.7 Fi N.;' 18-1220.11 EGRESS ZONE 4+39.7/-39.7 BEDROOM 10 JT i� - S _ NBATHROOM�Oa .Aft- -� �NGRESS 3- HR 3] 5/8' X 26 3/4" NOA18-0627.Ol BATHROOM ZONE 4+39.7/-39.7 11- HR 74" X 63" I 11 NOA 18-062].Ol ZONE 4+36.J/-39.7 ■ MULLION 1" X 4" X 63. NOA 17-0530.01 ZONE 4+39.7/.3%7 FAMILY ROOM 12- RW J3" %63" NONW7-04X1 12 ZONE 4+39.7/-39.7 KITCHEN 13- HR 74- %63" NOA 18-0627.Ol ZONE 4+36.]/-39.7 13 ENTRY 6ARA6E 1-HR 75" X 631/2" 2- HR 54" X 39" NOA 18-0627.01 NOA 184K27.01 ZONE 4+39.7/-39.7 ZONE 4+39.]/.3&.]6 • • • • • • • • • • • •• ••• • • • • • •• ••• .• • • • • • •• Client: SHARON THOMPSON • • FLOOR PLAN ly8 NE 1005T ET • • JOw FOUR BLR DOORS,CORP 5743 NW 1591h ST Miami Lakes FL 33014 • • • MIA•II SHORES, FW3138 • • 4139rl61 • • • • • • • • D w By:• • • • c_3 ••• • • • • ••• • FLORIDA BUILDING CODE 2017 6th Ed. - ASL:1=15EI 7'R1 tT -WIND LOAD TABLES -170, 175 €�aaiT 5ndfls=_d Grit€N,ii9 VFrii:l Coot heIEli t I:. z than or ;qu=F. titan ,a File. EZXF0SUtt9CA,W0J-LQA0fFA030fL:o,rs1y4cLUDED tFdG"D FKE551AR 5 IN ff'_.F 17n F.IP=i Vf-10CI3Y - EXa 0$f,.!'r� C 5s91dirTer+ Height Rm$f 5*'Z Pes- -tha;; to dagmces fpoof Slope Yr ea'$ v !alma 10 dasi I1'asiiive, �at4:gai'Gv� Acscti',F� AIa�,71•I�e j z' & 2J ... z4 a5. 14 &.z5l z4 1 25 4-15 ( 34.6 1 37.5 46.1 37.€3 41.0 ( 50.6� 34.13 3:9.8 49-0 40.E 43.8 (rx3,B 40.0 33.4 53.4 4'1-7 47 4 ' 58.6 41_50 4•t,6 48,3 ( 59.4 48 ' 153�--5, 65.2 51-60 4�6-3 w'0,2 (6i,8 50.6 ( 1549 67.8 %tAti,*ST�LL'7 :r:?eC :r7FtZ'.i!:Ago CotiNTY, PALM bEl,UH MO 0 T Ki, icsuF+TPA kt':iv, F'R St1f r5 f{i �tiE F'e!ghr io fn-= to dzgr'•ses 65'Is tVe. )`�&r�IQ,}1 V.�, a'osY3'Itne a`l�gei'77Ve 24 251 16 36.7 44 z5 1 39,7' 149'. 24 .A, 25 40.? z4 a5 43A 53.6 16- sl:Y 44,a 46.2 57.0 21w3a 4Z'.`4 46,0 56.5 46r3 Bd3216M3S.Fo 4a.1 ( 48.9 6d11 ,4.2 63,0• 5I6 56.Ci 49,1 53.Z 65.4582( Likxlor1 ttqt�AF-P-ADE COUNTY x'��N13 PRUSSUIRES IN P5- I -m 5. pl-i i'Jm n iTY :�XI'i75LI+ I Bail in 9i k`Zaa-� S1o�a toss :ho. Raaf -,,Pe l zu9er �asii:^te l+jegut6ve r^adJ3Ye. j�iec;:,tYVes IF 14 & z5 z4- z5 A A z5 x4 zs 1 0-16 42,E 4 -9 49B ; 61.4 21-30 A .4 51.3. ( 63,i � 5L7 56.1 699 31-40 49.8 54.1i 65 4 ( 54.,4 '.1-50 51-5 5b.% 69.(} SG.fi 61,3 7`5.7 rxl-bt} 53.4 15?,? 1.2 j s€.4 63.3 Mz LPd'Air�la aF,,O4VAP,D COUWY, ADA 6L'Pa'71 MID OTNUR WIND IN 1-15V rya uFti tenn^ITY - E%I-0531A' D • V,44 1,q Heigh f nog 5fa3e jeS:s thnn� 10 degrees 14Qvll SI6f7� • •• tharT 1� - ar . pass#€�+et �e+jat6V>= P��ii>�; •eg:�1Ys� � z4 cS z5 z4 z5 z4 4 G5 ; x ;z5 0�-15 44-5 492 59.3 48,f, 6 �511 2:F3Ts ! a02 54.4 65.4 4-B :•�i.� �3.4 31-40 ( 52.8 57.2 ; 7 0A T6 e62.5 77,1 41-5•� ( 54.9 5.9A ti1.3 73,1 755 61.5EXAMME 671 f iC-L'.S'llal7 �� .rilh..it€�,7C:E � rlN7`�' p !E NERF'il._P'fffrE:S: 1-tf "-TAF9Lr3iSit 14 �1iClx�? rifs'.L3`13�vAL;,I,tATFrYIE�Jv9tz La�ai7F=? f�6Yit it1. lv'Otil.�pn7G"1t3 rAtAr� SIYGt7 u 7s 64is t1°i r'r F3urf?UF 'i�,1�'tE PLL 7h$P CI {L Pier? e T. Ttf COf RAOTI 1f4"aTP( f64Li Lt Gr Ff PPt I s-RE S�s4E k RbiP1 YL'f L:M THE ;'s ?- ftiAat WI TE PHAT A 45PEi~00 F ROJECT COW, l KM 13 NOT hitiAYZCD OP, GERARF, BY TWS U. IfsILE11_ �!� 5k {9ATE aiC PJd�b�EltiJr^^:a:1;?t1ECrC;t4lfii5GRr�Gvyt�ILE6r,.i'iLYr�,ts•'iil-r;.Ltl4 f�' fi-�.rJL'-h�r�Stl:�'.71!OLt+,`:L�I�,c{.z�i7s�},:t�0�d-1.>u�E7•'stiG'UtiLICiI.Tzf:.a. 1. or n10- Lt6C THIS SIAEV iP COMEMM4I 5 NOT : UVEREV BY T1i4-1PiE1fi 4R R (l tSF�C,=IC EVn1 Lif;Tfi?� � • REMARM BY S-W c'i`> 5`c'FPrMALa 4•F-A"kSUpf9,;Satfmti29.7.3)-Urban,*uIebanl?ad ", udedi jv;m ftrddht:-Mllr::3iawn-Imusit4 .I; p-Ntbt r nna,&gitleSian PE sin,110R illy dwell %RV RV 317tt rwp, au 6uF lids :i l5a+, ! nCi �' EA:wflta di��A l�,t sdaatlr tha,fl a Fuf b0firj;• 4ffi arp-inur4..a �,'343i1� its ilt4 t NcF+t o re,lli±l f�i ["ETt3_ C9 71Cat; Ilan _F�� I.t ac^iI U�• L I JIf fr_ Igi7C LT r 'iti is r3ieat=t. ? s d Illy ;h=: f; y,r !? 1Js> pssirsiwises tuit9 r h'a din EYPnsti , Ei ,E:dt'45€JRst tSgelton29-7,57)-ijoerah"rlwrsw:.ih:'Mitam.d 3Spi_"IntisVAhF-s5Irlamao'rrRertc4uWirt end gps3 N=S.Ettii,WaQ G'- } "ESL:AE G ( t CY; 3l 2F,7.3 -fl:i9 afys,nueted orr � 11a aug-Smrarva revalk "t he upwiisd difartkit, for a:lfis*aQKc.' itotfff th.art 85uj1 k ttiZ99,7 1Ig,.,jabjg7A--;r maigd, l haver rs greats tl. ilt,�Yt;1MTE li�'Ih?I3 eFs'I'_13 •�s174 fttR3i, i? s��=1i , ; r, s 5 i o 3 5 t! �P �. t4• Taf tet f €Of'Pf91`T F1t3{ Kd N.fi5 it'sGnd F�Ircc7nal Faelnr, ., • ' 1% 17> t • iRtP n Thy w it !lei of Gott. t 3 h1�-e tlydl t3G:0 dirtsm rs or 3j> . oEt?ta htaan T of isFigSt tyei att3 toss. iF�n iho-t l fir+ PP ° 'i;•V G A�,r , r. R t I `a rrt3 r. v" Iedstl�trrf�,i7t_11.t'�t?5, aR � zaC> 'N' uJ .P-r f-er 9 t1;K 644fG]ssGth�tiiYtGali �L a must Ti-A & 16 s Phom MIAMI•DADE MIAMI-DADS COUNTY +® PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may ini edialely revoUe: modify, or... suspend the use of such product or material within their jurisdiction. RER reserve.$, th@ right tq revoke this • • acceptance, if it is determined by Miami -Dade County Product Control Section that this.product or NattrAl fails tQ •;. meet the requirements of the applicable building code. • • • • • • This product is approved ed to comply with the fi(qA44 Building Cede, • • • •: •..... g e igh .000 • •• Velocity Hurricane Zone. • .... .0*0 ..... DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. • .... ...... APP um Oipv%iag Entrance -Door . • (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/1:,AjVtLst • • • • • revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami-bade•Count3f Product ;.. •.; Control Renewal stamp with the Notice of Acceptance number and expiration date by theMiami-Dade Bounty • ISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types Gl and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspect' t the job site at the request of the Building Official. This NOA renews NO 18-0319.1 d consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned abov . The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 18-1220.11 F-11 OM11 TY Expiration Date: March 20, 2024 114 Approval Date: January 17, 2019 I oil I Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 0000 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94. ...... 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 94 • • • • along with marked -up drawings and installation diagram of an aluminum O dfsMg Frelith`door, • • •' • • prepared by Hurricane Engineering & Testing, Inc., Test Report No. • • • • • • HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and IIETJa12=402764" 03/16; • 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. • • • • • • .90000 • * % o • t Note: The above referenced test reports have been revised by an addendunf tettdr dated frit 29, 2619-*,: - issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael -V.�roz-Sella, P. E. • • • O C. CALCULATIONS : ... •' 1. Anchor verification calculations and structural analysis, complying wi F-201;(5tb tdition), • prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad*Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the `Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5te Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6th Edition), prepared by Al Farooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed by Javad Ahmad, P.E.(submitted under file #17-1102.18) D. QUALITY ASSURANCE . . .... ...... 1. Miami Dade Department of Regulatory and Economic Resources (RER} • . • • E. MATERIAL CERTIFICATIONS ' • •' • • •' • • • • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc.'Tormer E.I. DuPont EM...: Nemours) for the "Trofosil ® (Clear & Ultra clear) PVB Glass interlaygig '4 expirjqg pp 07/qw& 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Comeauf (MAC fox their "Saflex Clear & Color Glass Interlayer", expiring on 05/21 /21. • • • • • • • • • • • • • • F. STATEMENTS ' ' • . . . ...... 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6t� Edi4on (2bMn*& of no • financial interest, prepared by Al Farooq Corp., dtd 10/04/17, signed & sealed by Jaya,&Ajimad! P.r• 0000 G. OTHER 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (submitted under file # 18-0319.13) 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA #18-0319.13, expiring 03/02/2024. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 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. 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS —L V 090" Interoyer .090" Interlayer Trosifol PVB By 'Kuroroy Americo, Inc.' Trosifol PVB By 'Kuraroy America, Inc.' Z n 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS FF O W n N SILICONE � � C s z m N OOWSIL 899 i in SILICONE DOWSIL 699 e �' O O W N is 26 26 CL 0 6 a OI,Gw � �� v lY eni ( ( d O >_ MR O paca� O �yCiz o / t O / SETTING BLOCKS AT LAM, GLASS Q W y LL 0 111. Z _ REOD. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO 02 J O • Q CLEAR BLOCKS Q W OM1 f r GLASS TYPE 'G1' GLASS TYPE 'G2' t /B" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' rl/8 GLASS SILICO`DOWSIN 899 Bona 9+�PAfit[ with de Pw*jp DtitWg Gode Ei#InMw Dlt1s��,@ 2or 2e CARDINAL XL EDGE SPACER ST. STEEL i 35 I I SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS •• ••• • • • • • •• •• ••• •• • • • •• 00 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • THESE DOORS ARE RATE FOR LARGE & SM& MAte IMPACT. • SHUTTERS ARE :NOT REQUIRED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • YIPS WRODUC f REVISED r —plylift will, tl,t Final III Cad. Atetptaace No r-a3l-?. 3 CMMt-titw Wtc M.,rg.2• 2.11 h�lttl �•iFPrniwet CnMw1 70592 MA 1#5Q2D18 '. A drawing no. W12-08 39 3/4" MAX. FRAME WIDTH 12" 5" MAX. MAX. HEAD/SILL A SFIpLLD CORNERS I II / II II / li / II I i r o II�/ 11 \ II \ II II \ I I _ A____ II\ II II \ II \ B q \ CTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY RE USED AI 7- 37" MAX. LEAF WIDTH M LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) _ SEE SHEET 7.1 FOR DESCRIPTION f m N 26 15/16" D.L. OPG. �mw < 0 tO � S DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS WIDTH WIDTH HEIGHT 39-3/4" 37' 9a" 1 70.0 1 75.0 HEAD h SILL ANCHORS AT STILE ENDS, (4) AT 3" O.C. 12" 5.,MAX EA RSILL f p 1 MAX . SEAL :ORNERS , _ _ tiJ I / \ II / E LOCK OPTIONS / n #1 OR #2 \ _ (OPTION 2 S W SEE SHEET 7. FOR DESCRIPTI0� ___L____ II Ill / B _ INACTIVE ACTIVE SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 37 3/16" MAX. FRAME WIDTH 12" MAX. HEAD F SILL �I II II II II II II II s a �f m O I� w F II II II u I I II II II II II x � i SURFACE APPLIED �g5 26 15/16" 26 15/16" a FALSE MUNTINS OR 32 D.L. OPG. D.L. OPG. iO DECORATIVE GRILL D.L. OPG. MAY BE USED 37" MAX. "kDRUCTRSryg�g LEAF WIDTH .e nmp!)1ag nRk.dla (XX) Baitliug Code A—Pt—N. LS-17-4-I1 (0) t:.nirntinnn,re 3�`�j,? STAND ALONE SINGLE SIDELITE flu r T DOORS LOAD CAPACITY — PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXi.(+) INi.(-) 76" 37' 98" 70.0 75.0 By SEE SHEET 3 FOR CAPACITY Miami D+dr nrodart C 5 "nouC i' REVmD sa t:as Ivg wii6 t►r no6k • • • • • • eant ti yDate Z 17..1 (5 m o n •� o GLASS D.LO. DIMS. • • • • • • • • • • • • T• Ca•Dol `�����P�®. ��R$� 7jG� �•.•'•yyGENSf''•® D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" aoj70592 o D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 ••• • • • • _ :� A_ - I H- a ,t •• NOTE: • • • • • GLASS CAPACITIES•% THIS FRS • • • • • — — DIB; �Z o m 8 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED SHWT • ! BASED ON ASTM y1 310-0O •(3 SEW OUST � • • • • • • • • • • • ® 3 TE �(/I ' °� �`�; ' Rlor.. ® drawing no. W 12-08 BY BUILDING OFFICIAL. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 g� 7�I'll IIAL I I %v\ A\ sheet 2 of 9 � ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELTIES SIDELITE FRAME WID'TFi INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 7s.0 70.0 75.0 61.7 1 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 92 70.0 75.0 69.8 69.8 64.1 64.1 63.363.3 r,B37 98 63.3 57.8 57.8 53.1 53.1 52.4 52.4 SINGLE SIDELITE WIDTH DESIGN LOAD CAPACITY - PSF SIDELRES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 98 1 63.3 63.3 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 70.0 75.0 52.4 52.4 70.0 75.0 SEE CHART 39-3/4" MAX. (SINGLE) 76- MAX. (DOUBLE) NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 3" II II II II IO n I1 II II ---- JL___ II II I II II II II 11 II TESTED FRAME WIDTH HEAD h SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3" O.C. (4) ANCHORS AT HEAD/SILL 12" MAX. HEAD �H J - - SILL ,-- � I I I I I \ I I I / F- ci \ II 0410S OR/# TON1 ) SE E SHET1 FL(0OK D41 CRIS 10 B / INACTIVE - I I III 1 I I I I I I I 1 I I I; I I SURFACE APPLIED FALSE MUNTINS OR 32 3/4" 26 15/16' 26 15/16" DECORATIVE GRILL D.L. OPG. D.L. OPG. D.L. OPG. iD MAY BE USED 37" PRODUCI 1tEAlfW49 LEAF WIDTH 1 ex•plyin{with the pllat�i 0oiding Cute SIDELITE FRAME WIDTH 39 3/4" MAX. (SINGLE) Ar'eprxnce No ��^ 1270•� i MAX. 76' MAX. (DOUBLE) ExPi.+don Del' SEE CHART AT LEFT DOOR FRAME WIDTH (OXXO) -W.i Dede rod.W MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER F8C 2014 •• ••• • • • • • •• • • • • • • Z� D,ucf•REVISED • • • i i i i ib�" aiWh tee 67oe.Y \ ��®1 A�1T 1 j7�i • • • • • • • • •Aa pteoee Z ) J u_ 8 a ) 4 • GEMS "® E4pind'• Oem� f 70592 NOTE: • • • • • • • C°"� _ / 1 5 GLASS CAPACITIES!•QN THIS SHEET ARC • • • • Z� BASED ON ASTM `13G0-OO (3 e6EO. OUSTS • • • • ®T OF AND FLORIDA BUIL4DIN6 COMIMISSIOR • • • • O It, . DECLARATORY STATERAENT I1CAO5-DEC- 21ET �.S:�i..�'_ cY�. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z O m � N Q a S O 0, � n IL O tom a O .4 m 00a.0g 8 O ObE a�✓�O wzX W m IL z�i a n Qwm2P de i h � O drawing no. W12-08 9/16" MIN. THROW BOLT PENETRATION O PROPERLY SECURED 2BY WOOD BUCK TYPICAL ANCHORS EDGE DIST. 1BY WOOD BUCK OR EDGE DIST. SEE ELEVATIONS WOOD STRUCTURE FOR SPACING EDGE DIST. SEE NOTE SHEET 1 METAL - EDGE EDGE DIST. STRUCTURE i E u r� x U X U x U U Q a a a a 3 a O N O N O N 1- 26 2 TYPICAL ANCHORS TYPICAL ANCHORS 7m', AL ANCHORS SEE ELEVATIONS SEE ELEVATIONS ELEVATIONS FOR SPACING FOR SPACING FOR SPACING luI II-------------------� :I MIAMI—DADE COUNTY APPROVED I I CLIPPED MULLION �I I SEE SEPARATE N A II II I` --------- -------'I n 0 w W GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING m m o O _ a W 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM I W TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) l 1/2" MIN. THROW BOLT PENETRATION I I I I I I I I I I I I I DIST TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) i'AOlUCT ItBN$00m •�coupplsE o➢oDUC[B.Evl3" wi/Y 1Ye 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) MNt�lrktl� ButaintCwle I$-i.Z Z" t y�plyloY bndintC*de 1.13 AaaPpnce Nam-�+-•-` DIRECTLY INTO 1-1/4" MIN. CONCRETE OR BLOCKS EMBED INTO CONCRETE (HEAD/SILL/JAMBS) Accep�anae No FStpirvtion lMfe 31 ?a/71/ \� ¢����` 1 By 1S •��^--� 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) i±wmrn,d �1¢.Pad DRILLING (GRADE 2 NTO M S OR INTO METAL STRUCTURES (HEAD/JAMBS) • • • • • • • • • • • (3) THREADS MIN. PENETRATION BEYOND SUBSTRQT1 • • • • • • • • ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) • • •• • • • • • STEEL: 1/8" THK, MIN. (Fy = 36 KSI MIN.) • • • 0 • • • • • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAI/QFjp) • • • • • • • • • • TYPICAL EDGE DISTANCEEDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. • • • • • • • • • INTO METAL STRUCTURE = 3/4" MIN. • • • • • • • WOOD AT HEAD OR JAMBS SG - 0.55 MIN. • ••• • • 0 • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS f•c - 3000 MIN. • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • yftU Z m O m �w 1 � m Q O 1V OGu'm ohm DaooB O0brr �m2°N LL w N LL a to f Q W ol o a w S 3 o� s DOOR DETAILS > o < o W `\111111111//// O p® Aad../�. .p A �il•.Io.70582 = ~ s, • TE OF •�6y\ drowing no. 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING w u w METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX. SHIM b TYPICAL ANCHORS SEE ELEV ` FOR SPACING 0 u 0 j �1 1/4" MAX. U U CONCEALED FLUSH BOLTS O Do LEVERS AT STILE FACE SHIM o 3 1BY ro WOOD BUCK Z •r 3 0ACTIVE LEAF r—i0 Z EXTERIOR 9 D.L.O. 37' MAX. LEAF WIDTH 39 3/4" MAX. SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS O LEVERS AT INSIDE FACE OFSTILEI INACTIVE LEAF D.LO. I v LOCK .EAF WIDTH OPTION Y2 76' MAX. DOUBLE DOOR FRA 2 POINT LOCK ASSEMBLY I INACTIVE LEAF EXTERIOR W � d ry mpt • :� TYPICAL ANCHORSSEE Q �j ypj m LL OR SPACING ELEV. Q O Z m m o P . Q d Q�I ar mmp Qaz� W > LL N IL Z Tn _ J O m Q J LOCK OPTIONS Q W Omi �C r #1 OR #2 (OPTION 2 SHOWN)—� SEE SHEET 7.1 FOR DESCRIPTION SHIM J m g ro UI ^ CONCEALED FLUSH BOLTS 28Y WOOD B K : n LEVERS AT STILE FACE OR W WOOD STR TURE ACTIVE LEAF EE NOTE HEET t rt m M � ' � � 3 S 3zo -- o O0w Ln w O TYPICAL ANCHORS SEE ELEV. D.L.O. FOR SPACING IQ EXTERIOR JPR DUCT LEAF WIDTH to plying with fk, j%d A, o w Ba ing Code _ a � � A once Nu fig• I2z0•ii ua u 3 i i rntinn Det, v a 4 POINT LOCK ASSEMBLY Am..d 9tle •AODUCf REVI" s-«phis with The FUA& [ v n �IVFy IgE*F • • • • A*Cptft ce No :�N o • • • • • • RcP�^G 3(S • 13 o • • • • • • • E41l Dell 'z-o l �1 s m w • • • • • • • •11�.. \ANA,H - - - - � r05s2 a s • AR 2018 • • • • • • • • • • • T OF E(/�� drawing no. • • •• • • • ••• ••• OR �'.•' \�� DaOR DETAILS 1jl llf lllll\\\\ sheet 5 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a m TYPICAL ANCHORS `SEE ELEVATIONS EDGE DIST. _ n i • 4 z i I GLAZING OI SEE SHEET = c� I = Qi O a o "a � J W w o E+ w � N W I I I A4 4A 2 22 �4 • v I , TONS 1 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING G 0 METAL STRUCTURE SEE SPEC SHEET 4 1/4' MAX. SHIM r o• TYPICAL ANCHORS SEE ELEV. FOR SPACING .w O EXTERIOR D.L.O. 42" AT 86" HT. 37" AT 98" HT. MAX. SINGLE SIDELITE WIDTH O #12 SMS AT 6" FROM EIDS—\ AND 11" O.C. MAX. 5 6 1/4" MAX. SHIM 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING REINFORCING e AS REOD. SEE SHEET 3 14 13v26 23 j D.L.O. 4L D.L.O. EXTERIOR LEAF WIDTH 39 3/4' (SINGLE) SIDELTE WIDTH 76" (DOUBLE) • • • • • • • • • 8MAX. %Ml FRAME WIDTH • AX. }JttT•FR dE IDT• • • • Y +N•�t�ng {tEhh� •• • oRODUCfHEV196D A ��`1���+® �/��'�i �: •'•.. n •o p Bnidlag CCln�dc Ateeptanae Na )g^1220•lt m llyiag with tbt Aloft banding Cnda \,1GENSF �� o Cxplrxtinn Def Aceeptnacc Na Qii •Ib l l xj a .70592 _ • • 9y Irxyk�nlDalc •x•11a _ � t7 - — a+d.•do.dx! tea' • • E�. ` 1 • • • • • j�ly/ • � • y • T E OF Cyr drawing no. •SIDELIT• E DETAILS /T�id11I111\\\ sheet 6 of g • • • • • • • • • • ••• • • • ••• • • ITEM / PART g REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 5063-T6 - 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - 5 E605 - SIDELITE FRAME JAMB 6063-T6 - 6 E606 - JSIDELITE SLIP ON JAMB 6063-TS - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-76 - 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T5 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6D63-T6 - 16 E616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS READ. SIDELITE MULLION REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULUVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 #12 SMS AS REQD. FRAME ASSEMBLY SCREWS - - 23 12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8" DIA. THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DLOIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLOIWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 d10X 3/4" 2/ ADAPTER FH SELF DRILUNG SCREWS I - - 34 - 2/ UTE SETTING BLOCK. 1/4" % 1/2" X 4" LONG EPDM AT 6" fROM EACH END, DUROMEfER BOtS 35 - 1 2/ LITE I SETTING BLOCK, 1/4" % 3/4" X 4" LONG I EPDM I AT 6" FROM EACH END, DUROMEfER 8035 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. •• ••• • • • • • •• • • • • • • • �1lOB�['' • • • • • • • • oBDDI�F �11SBP `tt111111111t�7 V`�p+®, p!�� A� °� ^ls comp(ylWg With 9eMW� m—PMog With the Ariib `� �',.• � • CENSf •'• 41eftRng Cnde Aaeeptance No I zzd-�� Eiplretiao Dete Uatding Cede Aoecptance No -Oi Jj Expi mwe are 19 _ •.//- '. •, 7 - •� 1. =�T � / 5 20 B � �...�-...�ls •�.�- _ .!4n. Bade. • • t = ; L • • • • • • • • • • • • • • •0 • •• T E OF \ .;DLO IOP.•' Or 0:0 • • • • • • • • • • • •• •• • t • •• •: ••• • • • ••• • `v Z z grpm�m 0 F n W Q2t z" O'00�00 .j m 0t v O m .i OEM 0aaOgq H N O a m Q W LL Z N o J z Ww a Q aM1 f t U o J o m 0o m Lj aj M }NLu of z (n t~n ctOn s 3sM° M 00 J Q Z 8 3Z�M N 0 p� U Sh L,t w N LaI ao � : I u i a n ` drawing no. W12-08 LOCKS: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2' DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2' FROM BOTTOM INACTIVE LEAF: 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM II, 1 I / II 11 II I I INACTIVE ACTIVE HINGES 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4' FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1' FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION 42: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS I I ACTIVE f INACTNE ACTIVE pROBUC7 1 complyl^g wn dm"Oft BoEdiag Code • • • • • • • • • • A�•maee No (�^ [22Q� f • •• • • • ••• Ry I/ • • • • • • • • A4jea6 Dude •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WRODUCF REYMM t c—plyl-g with the FTrf1a o A—penet ]4 4—63 , 11 EaplrrntLa pate `�ff 11�y�(cl •t 14��ti V.\ l�al. �. Now ��''•VGENgF'•. ® � A 705322018'1 � I �yftU Z m m 0 Q JL ? a'o U" 0�o m IL W WCN xa M F�oF. 0 U r 0Ca � >m IL a 0 Nye $ OJJ Q W LLo N Z j Q WEE F arawing no. W12-08 4.000-7r-1.750-1 1 I .078 i- .625 1.625 -2.os2 1 DOOR FRAME HEAD/SILL 4.031076 7 LEAF 4.750 1.507 TOP/BOTTOM RAIL j�519 .803 .045 1.047 f^- a GLAZING BEAD 5/16" GLASS �1 h�394 .803 .050 1.047 t4A GLAZING 7/16- GLASS j�.130 .E .045 DT J 1.172 BEAD s GLAZING BEAD INSUL. GLASS 1.500 6 LEAF W'STRIP ADAPTER .094 4 442 12 1.584 LEAF ALIGNMENT BRACKET �.750[- F.281 _i .375 i I r �RObUC'/fRfNCI� .125 +s complying .rilA ll�f�t1 1.574 •125 3.781 guiding Cadc 5 4crepranccNa,1�-12'l�r�l 3 F.xpirnrinn Dnh�JZp�tj. By C IL t3 LEAF CLAMPLAV-.i DMd Prrrdbrf HINGE BACK-UP PLATE • • 000 • • • • • • • ,'r• • ••-�� v2� • • • Y' • rr' •• i0 • 7 :: 9*DELITE MULLION REINFORCING • � • • • • • • • • \111t iiiffl 00 �; •' UGEPoSF00 •' RtODUCifpEV1S� 4 wit0 tYr F1.46 a_- .•• 86 . • • • • N�crp°wlPktYdCi!nl tNAtltYcGfIInepd • 74.000 R ..76 2018 (DSD®�2: •'�(y®� • • • • OF•• • •••• 6 SIDELITE SLIP ON JAMB //rf111111` g lu /� 1�1 �Y Z m O H n Q i O � O W N a�W 7 O U w n G g m OOr F-0 . m o.1 O 'a � i Zstv Q m - LL LL Z0f J a tD Q Q w m E w 0 N m 3 J W z i a o 0 ry U g I N m J � 7.531 7A 1.507 -I 078 8.250 � 4.000 -f 4.781 4 O SIDELITE 1.507 � 1.750 TOP & I 1.625 .078 BOTTOM FRAME 4.719�j 078 1.750 1.507 4.000'i 9 LEAF HINGE STILE 3.719 W z o O J N V) ^ W W 4 )- _ n Q o M N 00� m 3 N n pp 00 m 5.344 4.000 ---=j 2.08t 1.750 1.507 .078 o LEAF LOCK STILE 750 BOTTOM RAIL 9'� 329 r �� 18t2_� 2 FRAME COVER 3.719 8.281 SIDELITE -1507-1 .078 s 000 1.625 .• --�i �� FRAME c O L, N ~ W W rn 2 o o W s.3aa .078 P 1.50� 1.750 1 p- I .667 .050 1.197 II II .154 16 SNAP COVER � 4.000 O LEAF ASTRAGAL STILEL 2 o > C N < m V o m W 1.500 -�{ �{ .625 �4.000 .078 2.097 .078 s SIDELITE 1.500�j �j 7t9 'S07O JF I FRAME JAMB C� .d. v - k4.000 9" BOTTOM rWaw.S,iZ ng-O nH sheet 8 of 9 3 DOOR FRAME JAMB ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a� 22 22 l� U �•R w m 22 � N Z m 3 Yf J e0�g c M O 0 N W N � JO Q z iL N LL zy- J 0ma 1 Q wmi O ^ o U J N z J � o m g cc ro U < h DOOR FRAME CORNER W F w (n w 3 In D SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER 30 0 0 ro 32 o n n o p .� W 2 , 12 o `.� ' Y'� •RDUUC ['6EYIi8Y o w c Plyl•g wit► W Fbww _ w p i T� iii� UrWing Cedo � a a� 1ii i ��I Acceptaece No ik-a3(g.13 m p o� g g 4y� E&plrsti•• U.te-g±ZQt7,o -Ad l`j PRODUCT R6NMM w complying Mt► Om FUfft Mt aW R. & P Ce•pd y • • • • • • • • • •Baitllq Cole 4 0 • • • • • • IS^�220•Lt �' _ • •AciinT•�n Uate� 2.2`� .o 0 • • • • • • • •� c a m o o W - .50592 n .. _ 12018 • • •• • • • •• • • • • ^� 3T EOF l��� drawing no. LEAF CORNER ���cS/® AL IIIIInntlt� sheet 9 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I-DADE MIAMI-DADE COUNTY r PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Produvt•Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade;CowhV) resefM the right • • • • to have this product or material tested for quality assurance purposes. If this proT � t or maVrIal'tails to perform in the accepted manner, the manufacturer will incur the expense of such testan� and the A�IJ • may immediately revoke, modify, or suspend the use of such product or material within tbgg jurisdiction.. RER • • • • reserves the right to revoke this acceptance, if it is determined by Miami —Dade Cojgfty Prdtlj t•(:ontrol • • • • Section that this product or material fails to meet the requirements of the applicable building code... ..;... This product is a ro has been designed to comply voiTh t%e Florida -Building..... c u mg the High Velocity Hurricane Zone.- • DESCRIPTION: Series "PW7720A" Aluminum Fixed Window — L.M.I. : •..:. """ e indow ixst�lation.Guidelines';""; sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufact;er,•signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall ear a permanentlabel with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.05 xpiration Date: February 19, 2024 Approval Date: August 23, 2018 p j1 +j t'8 Page 1 O! J PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TA&202-94 2) Large Missile Impact Test per FBC, TAS 201-94. • • • • • • • • • • ; • 3) Cyclic Wind Pressure Loading per FBC, TAS•203-94 . •'.'. ...... .. ...... along with marked -up drawings and installation diagram of a.l;yr,sliding.gjass door, • a PVC fixed window and an aluminum sliding glass door, using:.Kodispaw 4SG TPS" spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer systtm•and Xk . • • • EdgeTM spacer system at insulated glass, prepared by FenestralfcV Testing Mrator} ,• • • • Inc., Test Reports No. FTL-8717, FTL-8968 and FTL;027D, dated • 11/16/13' • •: 06/07/16 and 06/02/16 respectively, all signed and sealed by I4alrhiS Ortega, P.E. ....; • (Submitted under NOA No. 16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • ; .00. • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS"202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel Per z, Y.E. Product Control aiyiner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014) and FBC 611 Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS . •.. 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America; Inc. for their • • • •; • "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated O1i19117, '. ...... .. . expiring on 07/08/19. • • •; ...... •, 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amerdeag Inc. fox their "SentryGlas® (Clear and White) Glass Interlayer" dated 05f25/-15, exp`. - * on • • • • • 07/04/ 18. """ .... • •' • • • 3. TREMCO Part No. TR-14271E EPDM exterior glazing ke com 1 in w711A the g ggas�....Py g following: 0• ; a) ASTM C864 Specification for Dense Elastomeric Compremsionr Seal Gasket's, • Setting Blocks, and Spacers with Option II exceptions. " .150. • b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoprastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Pere , .E. Product Control E a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 61h Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, RE 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. • • • • 5. Laboratory compliance letter for Test Report No. FTL-7212; dated 03/217 f l,* signed***:* and sealed by Marlin D. Brinson, P.E. • ...... .. . ...... (Submitted under NOA No.13-0502.03) ...:.. 6. Laboratory compliance letter for Test Reports No. FTL-3835•and FTL-3850r dated" 07/18/03 and 07/31/03 respectively, all signed and sealed by Jos'" C. Chane, P.E. • •; • • • (Submitted under NOA No. 03-1105.01) ...... .... ..... .. .. .... ...... G. OTHERS ...... 1. Notice of Acceptance No. 16-0629.14, issued to PGT Indust7ry' s f�v('r their genes "PW-090000 • 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 Expiring on 02/19/19. 0000 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel Pene Product Control Ex ' er NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW76;!(Y/f1'W7720 aluminum fixed window, prepared by Fenestration Testing LaboraFory, Inc','Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed l& 144Viis Ngg�o P.E. • • �; • ...... C. CALCULATIONS • • • • 1. Anchor verification calculations and structural analysis, complyitvwith F RE 61h • • • • • Edition (2017), prepared by manufacturer, dated 04/19/18, si&! did seaVlTy . .. •.•• ...... Anthony Lynn Miller, P.E. • • • • • • . . . ...... D. QUALITY ASSURANCE .... % 1. Miami -Dade Department of Regulatory and Economic Resources (I;ER) ; too. • •• • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/1 ZI,7 and expiring on 02/19/19. Manuel Perez .E Product Control Exa in NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 49" TIP -TO -TIP WIDTH 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 48" BUCK WIDTH - DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 45-1/4" VISIBLE IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. LIGHT WIDTH F 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS B, SHEET 6 USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 i CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED A 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X i ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. Il WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 12" MAX. / O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL / DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. I NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 1 I 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-12" MAX IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212 & 18-7763; ELCC ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIES. CODES / STANDARDS USED: C ••2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION ASTM E7300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. I�rr�lrne• A 96" C - BUCK HEIGHT SHEET? - 93-114" VISIBLE - 12" MAX. LIGHT O.C. HEIGHT � - 97" TIP -TO - TIP HEIGHT B 12" MAX. O.C. 6„ J MAX. TYP. FLANGED FRAME ELEVATION GUIDE TO SHEETS: GENERAL NOTES ........................ i ELEVATIONS.. ... 1 GLAZING DETAILS ....................... 2-5 DESIGN PRESSURES __ ........... 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A...........8 INSTALLATION, INT. FIN B...........9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES ................ 10 PARTS LIST ................................... 10 TABLE 1: FIGURE 1: 12" O.C. MAX. 12" O.C. MAX. / 6" M AA TX. I Type Description Sheet 1 7f 16' Lami (3/16" An - .090" PVB - 3116' HS) 3 3 1-1716'5mi. IG(3116"T-7/16"Air -3116'An-.090"PVB -3/16"HS) 2 4 1-1116' Lami. IG (3/16" T- 7/16" Air- 3/16" HS -.090" PVB - 3/16" HS) 3 DESIGN PRESSURE RATING IMPACT RATING LARGE & SMALL MISSILE VARIES, SEE SHEETS 2-5 IMPACT RESISTANCE 48" BUCK WIDTH - 48" BUCK WIDTH _ 45-1/4"VISIBLE 4-1-1/4" VISIBLE LIGHT WIDTHJ� LIGHT WIDTH y D, SHEET 7 2 MAX H SHEET 9 E, SHEETB C G, SHEET 96 E,G BUCK HEIGHT 93-1/4" VISIBLE LIGHT 1 I / / VISIBLE LIGHT HEIGHT HEIGHT / 96" BUCK 5" MAX. I HEIGHT iO.C. Ij 12" MAX. O.C. 2" MAX. L2D �I I~ F, H 5" MAX. O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. I ---WIDTH �{ I-- WIDTH �{ I�WIDTH-�{ Imo- WIDTH �{ Ti --- - i T -- Ti i T0-- w �� w i 1L J �I——WIDTH-j WIDTH �{ To I- WIDTH yI WIDTH +{ w • •0 • 0 0 ow '• w w/� ••• •• • •• L— —J L J 5 7/16'Lami 3/16'An-.090"SG-3/i6"An) 4 f" I— WIDTH —j 6 7/16'Lami 3l18'HS-.090"SG-3/16'HS) 5 •���• _WIDTH�I —� T 7 1-i/16"Lami. IG (3/i6"T-7l16"Air-3/16"An-.090'SG-3J16"An) 4 • F • • r4 • • 8 1-1/i6'Lami.IG3f16"T-7/16'Alr-3/18'HS-.090'SG-3J1fi"HS) 5 ••_ • • • • • • • • • _• • • • I • d/i "SG" = "KURARAY SENTRYGLAS• INTERLAYER- BY KURARAY AMERICA, INC. m "PVB" _ "KURARAY TROSIFOL® PVB INTERLAYER" BY KURARAY AMERICA, INC. • 1 • • • • • ` • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �-- WIDTH WIDTH �{ wI I i� � 1 JR - 03/16/18 - UPDATED .. VALUES AND SIZES FOR GLASS TYPES 5-8. SERIES NAME CHANGE TO `� 7720A FROM 720. li W z M Y U) ❑ "aH w h N ❑ w v O m ar°a to O ao CD N z w Q_ N In W h M a¢ r J O y U_ ~ Z Ta u C)Z - Li o c7 U W ❑ U w a U °N oma O o Z rn a O o 3 a > O J W Q W ® U Z Kt Iaa4S u H O O Z G ❑ Z Z OQ O Q U ❑ LU X W n IL W CD alll saps ia5 J LYN/yM/., OCENS, •. ``F ' No. 58705 ' %-0 . fTV i Cis FZORIDP`.•"G\�� ''.S/oNAL IE\ A. LYNN MILLER, P.E. P.E # 58705 Window Design Pressure (+/-, psf) for Glass Type 1 LongSide, T to Ti p(in) 68-7/8 77 81 85 89 1 93 97 101 105 110-1/2 31 +/-80 +/-80 */-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 33 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 35 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.8 +/-79.4 37 +/-80 +/-80 +/-80 +/-80 +1-8D +/-80 +1-79.7 +1-77.2 +1-75A +/-73.4 +/-72.2 39 +/-80 +/-80 +/-80 +/.80 a1-80 +/-78.1 +/-75.2 +/-72.5 +/-70.3 +/-68.5 +/-66.3 41 +/-80 +/-80 +/-80 +/-79.8 +/-77.2 +/-74.3 +/-71.3 +/-67.9 +/-65.1 +/-63.4 +/-61.6 43 +/-80 +1-80 +/-80 +1-77.4 +1-74.3 +/41.3 +/-68.2 +/-64.7 +/-61.6 +/-59.8 +/-58.2 F 45 +/-80 +/-80 +/-78.9 1 +/-75.4 +1-72.1 +/-68.9 +/-65.6 +/-62.2 +/-59.7 +1-57.5 9 47 +/-80 +/-80 +1-77.2 +/-73.6 +/-70.1 +/-66.8 +/-63.5 +/-60.3 +1-57.7 u 49 F +/-80 +/-79.3 +/-75.6 +/-71.9 +/-68.3 +/-64.9 +/-61.5 +/-58.2 m 51 +/-80 +/-77.5 +1-74.1 +/-70.3 +/-66.7 +/-63.1 +/-59.7 32 53 n +/-79.1 +/-75.6 +/-72.4 +/-68.8 +/-65A +/-61.5 55 +/-77.4 +/-73.8 «/-70.5 +/-67.3 +/-63.5 N 57 +/-75.8 +/-72 +/-68.6 +/-65.3 59 +1-74-2 +1-70.3 +/-66.8 61 +1-72.7 +/-68.7 +/-65 +l-71.2 +l-69.7 67 +/-68.3 68-718 +/-67 1) TIP-IU-I IP DIMENSIUNS SHOWN. FUR IN TEUKAL FIN AND tUUAL LtG WINDOWS, SU6I KAOI V FKUM IHt I IP-IU-I IP UIMtNSIUN IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Window Design Pressure (+/-, psf) for Glass Type 3 Long Side, Ti to T (in) 68-718 73 77 81 85 89 93 97 101 1D5 110-1/2 31 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 33 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 .1-80 +1-80 +1-80 +/-80 +/-80 35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 37 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 39 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/.79.4 +/46A +/-74.3 41 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-76.7 +/-73.5 +/-70.9 +/-69 - 43 +/-80 +/-80 +/.80 +/-80 +l-80 +/-80 +/-77 +/-73.1 +/-69.6 +/-66.9 +/-55.2 45 +/-80 +1-80 +/-80 +/-80 +/-80 +/-77.8 +/-74.1 +/-70.3 +/-67.5 +/-63.9 S 47 +/-80 +/-80 +/-80 +/-80 1 +1-79.2 +/-75.4 +/-71.7 +/-68.1 +1-65.1 F 49 +480 +/-80 +/-80 +/-80 +1-772 +/-73.3 +/-69.5 +/-65.8 ai 51 +/-80 +/-80 +/-80 +/-79.4 +/-75.3 +/-71.3 +/-67.5 in in53 +1-80 +/-80 +1-80 +/-77.7 +/-73.5 +/-69.5 55 +/-80 +/-80 +/-79.6 +/-76 +1-71.8 g 57 +/-80 +/-80 +1-7T5 +/-73.8 59 +/-80 +/-79.4 +/-75A 61 +/-80 +/-77.6 +/-73.5 63 +/-W +/-75.8 +/-74 67 1 +/-77.z 88-7/8 1+1-74.9 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK PNEALEDGL-ASS PVBINTERLAYER 5" HEAT STRENGTHENED GLASS BITE I ' LONG SIDE SHORT SIDDE 9B/ J- T LONG SIDE 1 SHORT SIDE 1 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116" NOM. GLASS STACK LAMINATED GLASS STACK 3116" HEAT 3/16" TEMPERED GLASS STRENGTHENED GLASS 3/1 S" ANNEALED GLASS 7/16" AIRSPACE--__, .0901, PVB 11 INTERLAYER 5 518" GLASS BITE 1-3 EXTERIOR 7S7 21 13 Q;AS%TYP-E% •• ••• • •• •• ••• •• • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 1//1 _ I SHORT I- �l SIDE LONG SIDE SHORT 'I SIDE I1J 6 a ) Y ❑ nay � W N j ❑ V O No al°0 O Q Q ti Ir n U) J an W r Q J O y Z LL c ^ Z Tg ❑ = HcD U U LLI LUco co U` Om0 W ,-. > C }a Z O O Z W O Q U F g LU -j LL. o N J F G ~ 1aa45 ® (nZ W # 0 � r (n Z ❑ Z W °J5 aIQ O LL O �: I Z w U 0 I (D 5r X W > LL arl!1 ❑ '�sa0 D- s r�a5 No.58705 *� ' 730 STATEgF / S10NAL E `` //1/11111 W A. LYNN MILLER, P.E. P.E.# 58705 Window Design Pressure (+/-, psf) for Glass Types 2 & 4 Long Side, Tip to Ti in 69-7/8 1 73 77 81 85 89 93 97 101 105 110-1/2 1 113 117 121 125 129 133 137 141 145 31 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 33 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 35 +/-80 +/-80 +/-80 +/-80 +f-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 37 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 39 +/-BO +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 41 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 - 43 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 45 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 ° 47 +/-80 +/-80 +/-B0 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 n 49 +/-BO +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 d 51 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 rn 53 +/-80 +/-80 +/-80 +/-80 +/-80 55 +/-80 +/-80 +/-80 +/-80 +I-78.6 m 57 +/-80 +/-80 +/-80 +/-79.1 59 +/-80 +/-80 +/-80 fit +/-80 +/-80 +/-79.3 63 +/-80 +/-80 65 +/-80 +/-80 67 +/-80 68-7/8 +/-80 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7116" LAMINATED L� - GLASS STACK I .090" PVB INTERLAYER 3116" HEAT 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 4 11 IJ4 GLASS BITE EXTERIOR a GLASS TYPE 2 1-1/16" NOM. GLASS STACK GLASS LAMINATED GLASS STACK 3/16" TEMPERED GLASS �/111 HEAT STRENGTHENED GLASS 3f16"HEAT STRENGTHENED GLASS 7116" AIR SPACE .090" PVB INTERLAYER EXTEF G GLASS TYPE 4 IITE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE SHORT SIDE — SHORT-t— [�:� I - SIDE I— LONG SIDE —� SHORT �j •• ••• • • • SIDL• •• •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I LONG SIDE -I SHORT 'I SIDE Pl2ODUCr REVISED ...'r4yias will, the Flmida Ouilding Cude .\ca�ncwce No lkeAaL NO CHANGES THIS SHEET_ a W z cr) N Y ❑ naN y ❑w V O > o a1°o O o O v h U) M LU r O J O urn Z LL c3 Z J .�p41 _ a U U o ® W ❑ I--w a CJ oN 0M0 o rl-cD a 0 O z 0 U W J in LL O C7 J Q laa4S ® u) Z W m # U) U) Fn F F O w Z al° 5. o Zjr a QO K w 0 W Z ere � X W 5 LL a,l,/ ❑ D- \1lll II II11/// `( LYN \ N * No.58705 T AOF ''.SON11 AL EN ` A LYI\P. E. P.E.# 58705 TABLE 5: Window Design Pressure psf) for Glass Type 5 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6: DesignWindow mmm�mnmmmommm���m� FROM 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7116" LAMINATED GLASS STACK .090"SG INTERLAYER 3/16" ANNEALED GLASS —3/16" ANNEALED GLASS PROC1l1C'f RSVI3BD 4 11 as c.-AyWB wish 4n Florida Building Code Aocoptm.oe No •643o.Cw5• 5/8" ErPirc:ion p•R0 GLASS BITE LONG SIDE B 1-2 T Mind edt Pr oct Ca1.1rn EXTERIOR SHORT 20 13 SIDE F - 03/16/18 - UPDATED LUES AND SIZES. GLASS TYPE 5 J— T �— LONG SIDE �1 SHORT 6 SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK LAMINATED — GLASS GLASS STACK 3/16" TEMPERED GLASS 3/16" ANNEALED GLASS 3116" ANNEALED GLASS 7/16" AIR SPACE .090" SG INTERLAYER SHORT SIDE — 11 5 5/B" GLASS SITE 12 Fi LONG SIDE EXTERIOR a1s-7 21 13 GLASS TYPE 7 J SHORT •• ••• • • • • • •• — 'I SIDE f • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ti W c+1 Y p p Nw ? O o w O a0 alo0 (9 N Q' N a� W r O J LL Z a Z = LLI o c� Q ~ LU U' Q 7 U oN 5M0 W Or CD Z a p O M g w J m LL O V J Q F 1aa45 ® U) Lo ik U) � Z a Z o,s C) O Z w U W 04 n X W \\\71111111/u//�. NV LYN/y * : No.58705 — •O 1•� !¢�J�yRyf/�jjy %�� • S1Wh76F' ' (V�� ' /S/ONAtL11 E \\`• A./LVNfJ I1SIILLER, P.E. P.EA 58705 Window Design Pressure (+/-, psf) for Glass Types 6 & 8 Long Side, Tip to Tip (in) 68-7/8 73 77 78-3/4 81 85 89 93 97 101 1 105 109 1 110-112 113 117 121 125 129 1 137 145 31 +90l-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 33 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 35 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +801-110 +80/-110 37 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +80/-110 +801-110 39 +9D/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/A30 +901-130 +90/-130 +90/-130 +80I-110 +801-110 +8114110 +BO/-110 41 +9W-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +BO/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 43 +g0/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +gW-130 +90/-130 +901-130 +90/-130 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 + au- 110 45 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90(-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +801-110 +80/-110 +=-110 +80/-110 +80/-110 +801-110 rg 47 +9W-130 +90(-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +gU-130 +90/A30 +80/-110 +g0/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 49 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90l-130 +901-130 +901-130 +80/-110 +80/-110 +80/-110 1 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 n 51 +901-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +89.4/-128. +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 F 53 +90/-130 +901-130 +90/-130 +90/-130 +901-13D +90/.130 +88.8/-128.1 +80/-110 +80/.110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 55 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 88.B1-128.1 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 W 57 +901-130 +901-130 +90/-130 +90/-130 +89.4/-129 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801A10 0 59 +90/-130 +90/-130 +901-130 +89.51-129.1 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 N 61 +90/-130 +901-130 89.6/-129. +80/-110 +801-110 +80/-110 +801-110 +B0/-110 +801-110 +80/-110 63 +90/-130 +901-130 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 65 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 67 +90/-130 +801-110 1 +80/-110 +g0/-110 +gpl-110 +BO/-110I +gp/-110 68-7/8 +90/-130 +801-110 +801-110 +80/-110 +W-110 +gp/-110 +g01-110 73 +80l-110 +80/-110 +80/-110 +80/-110 +801- 110 +80/-11D 77 +801-110 +80/-110 1 +80/-110 1 +BO/-110 78-314 +80/-110 1 +80/-110 1 +801-110 1 +80/-110 1) TIP-1 U-11P DIMENSIONS SHOWN. FUR IN I EURAL FIN AND EUUAL LtG W INUUWS, SUS I HAL: 11" FRUM [HE I IN -I U-I IP UIMENJIUN IN [HE I ACLE I U Ut I ERMINE I FIE WINUUW SILL. 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/15" NOM. 7116" LAMINATED Imo, GLASS STACK 7116" LAMINATED GLASS STACK GLASS STACK Vl O"SG INTERLAYER 3/16" TEMPERED GLASS 3/16" HEAT STRENGTHENED GLASS3116" HEAT 3/16" HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASSSTRENGTHENED GLASS 7/16" AIR SPACE .090" SG INTERLAYER 1 518" GLASS BITE L GLASS BITE TABLE DIMENSIONS MAY BE I ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE d/ SHORT SIDE y SHORT 1 SIDE 1_2 1-2 �-- LONG SIDE �i } EXTERIOR EXTERIOR 20 13 75.78 21 13 SHRT SIDOE f� �� LONG GLASS TYPE 6 GLASS TYPE 8 • • • • • • • • • • • • %/ SIDE • • •• • • • • • •• • • • • ••• • •• ••• •• • • • •• SHORT SIDE •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JR - 03/16/18 - UPDATED VALUES AND SIZES. ti u r7 a Y as p rco `v O } n p co O o O� ;--w r j M o o: W Ir O -i O Z U-, "i Z J 70 °10 O 2 02 vUd ® W o f— 'o < °N W > a Z o o Z m o O W U 5 J Q j � m F o fJ ]eo45 ® / Z w D_ U) F O (n W Z Z Z_ W d �0 5 O > Z o 0 W LD r U X W LL a alLt -sap saun5 LYN ..... , 1,%CENSI *, No. 58705 WAT.1 �0 (V441: i �S '.' 40R;DP' N A. LYNN MILLER, P.E. P E # 58705 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET 1EMBEDMENT J �1/4" MAX 1 SHIM USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. T_ b EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION METHOD D INSTALLATION INSTALLATION TYPE C TYPE B EMBEDMENT 1X WOOD BUCKSTRIP, 1/4" MAX SEE NOTE 2, THIS SHEET SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, r-\ SEE TABLE 8, THIS SHEET 1/4" MAX. SHIM 9 EXTERIOR STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET EXTERIOR \ VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH HORIZONTAL SECTION A -A EMBEDMENT _7 EDGE DISTANCE o CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate D sraEdgnce Min. Embedment MaxaO.C, #12 or #14 410 SS Screw Southern Pine SG=0.55 9116, 1-3/8" 17' Aluminum 6063-T5 min. 3/8" 0.06S 12" A36 Steel 3/8" 0.063"' 12" I d Gr. 33 in. 3/8" 0.045" 18 Ga ' 12, #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1.3/8" 12" Aluminum 6063-75 min. 3/8" 0.063' 17 A36 Steel 318" 00... 17, Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga ' 17' 1/4" 410 SS CreteFlex Un routad CMU, ASTM C-90 2-1/2" 1-114" 12" Concrete (min. 3.35 ksi) 1" 1-3/4" 12" 1/4" Steel Ultracon oncre mn. 2-1/7' 1-3/8" " 12" Concrete min. 2.85 ksi Un r u CMU, (ASTM C-90 2-1/7' 1-1/4" " 5116" Steel Ultracon 12 Grouted CMU, (ASTM C-90 2-1/7' 1-3/4" 12" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 5 F1/4" MAX SHIM "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. } IX WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET ' CONCRETE PER EMBEDMENT , • ANCHOR REQUIREMENT INSTALLATION EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE TYPE B AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET VERTICAL SECTION B-B INSTALLATION NOTES' 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. •• ••• • • • • • •• 2. WOOD BUCKS DEPICTED ON THM SHEET ��',AgE UtS t0j, T:TA: THICKNESS IS LESS THAN I-1/2". 1RWOODB SAIiRL'E TIrIn1Al•IF Ij•^AN • BE INSTALLED DIRECTLY TO SOLID Cb CRE • O D P4JCV DGPICJED &S • "2X" ARE 1-1/2" THICK OR GREATE% VS'rAL+f�TIQN TOjW SUBSTRATE 016 • • WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEJABER SFrLL BE OF A • • SIZE TO PROVIDE FULL SUPPOR'M TtIE�U/MDOW F . • • • • • • ••, 4. IF APPLICABLE, LOWER DEStR P.2ESS6RE FP.0MWIT*R WIsiDOWOR • • • MULLION NOA APPLIES TO WH E SYSTE4j.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Material Min- Fy Min. F Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UraConO 155 ksi 177 ksi 410 SS Elco CreteFk:)M 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi b m Y ❑ ILL! > w N j "aa d ❑ w 'v U) o w also O O N p m U) n _j � rc W Z g r W z - i 2 U W W xsyQ r2 W — ~ Z a a W 0 sN OM0 o> z CD z $ O o g o J Z p ,aaus ®m z g j p r Ln F- z ❑ 71O s Q z Z Q O LL O W w U ❑ W X z r Li I LL d ail�1 �sap saua5 \LLLIII III//// Q V LYNA/�'%, .......... i 41, �p0� •, ST TE !(7\ 0NAL E A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, EDGE EMBEDMENT AND EDGE 2X WOOD BUCKSTRIP DISTANCE DISTANCE PER SUBSTRATE, OR FRAMING, SEE SEE TABLE 9, THIS SHEET NOTE 2, THIS SHEET INSTALLATION TYPE E -� EMBEDMENT EDGE DISTANCE f r•Tr-1 "'l MAX T 2 SHIM } INSTALLATION TYPE G �---�� EMBEDMENT yI 1 /4" MAX SHIM 6 12 USED FOR ALL SIDES OF 8 ARCHITECTURAL •' EXTERIOR SHAPES @11-7/8" o 29 O.C. MAX. CAN'HRETEC PEMU I PER ANCHOR REQUIREMENT WINDOW BUCK INSTALLATION HEIGHT 1 /4" MAX. SHIM VISIBLE LIGHT HEIGHT = LW9,THISSHEET WINDOW BUCK HEIGHT- E 2-3/4„ L SELF -DRILLING (G5), SEE TABLE MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EXTERIOR \ I 4 1 VISIBLE LIGHT WIDTH 11 I I WINDOW BUCK WIDTH - 2-3/4" ~~~III WINDOW BUCK WIDTH HORIZONTAL SECTION C-C TARI F G EMBEDMENT! EDGE DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT Anchor Substrate pi E 9e e Min. Embedment Max O.C. Spacinct #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-3/8" 12" minum 6063- AluTS min. 3/8" 0.0631' 17' A36 Steel 3/8" 0.13"' 12" Steel Stud. Gr. 33 nvn. 3/8" 0.046' 18 Ga ' 12" #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-3/8" 17, Aluminum 6063-T5 min. 318" 0.063"' 12, A36 Steel 3/8" 0.1163"' 12" I d Gr. 33 min 3/8" 0.046' 18 Ga 12" 1/4" 410 SS Crete1 U rouled CMU, ASTM C-90 2-1/2" 1-1/4" 12" Concrete mn. 3.35 ksi 1" 1-3/4" 12" 1/4" Steel Utracon Concrete nin. 2.85 ksi 1" 1-3/4" 12" Concrete rnm 2.85 ksi 2-1/2" 1-318" 12" Uk1 routed CMU ASTM C-90 2-1/2" 1-1/4" 12" 5/16" Steel Ultracon Concrete min. 3.5 ksi 1-1/4" 1-3/4" 12" Grouted CMU ASTM -90 2-1/2" 1-3/4" 12" - MIN. OF 3 1 HKtAUS ULYUNU I HE Mt I AL SUBS 1 KA I E. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. J ALL HEAD TYPES APPLICABLE. �1/4" MAX SHIM INSTALLATION NOTES: �� TT } 1X WOOD BUCKSTRIP, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND SEE NOTE 2, THIS SHEET EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL EMBEDMENT CONCRETE PER THICKNESS IS LESS THAN 1-112 1X V90yK) (,S VE QPTIOVL IF WNITCAN • • ANCHOR BEINSTALLED DIRECTLY TO SOLI CO Cf iE•WWD JIUC16S DiPIOITED•1S • ° ' , • REQUIREMENT "2X" ARE 1-1/2" THICK OR GREATS& INSTALLATpN T4TNE 91BS9RA1E O• • WOOD BUCKS TO BE ENGINEERED EW OTHEF��R AS AAPRSVEDBY• • • • AUTHORITY HAVING JURISDICTION. • • • • • • • • • INSTALLATION • • 000 • • • • • • • TYPE F I EDGE TYP. ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE Material Min. Fr Mn. F. Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon® 155 ksi 177 ksi 410 SS EIco CreL-Fle)0 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D 4. IF APPLICABLE, LOWER DESICggREjVjjE FROM EjTHER WINDOW OR • • MULLION NOA APPLIES TO WHQL SYSTE41. • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • ••• • • PRODUCT' REVISED y complYiRg with the Florida Buildi gCode Aoczptance Nola- 31 L•xpiradion i}de NO CHANGES THIS SHEET. w i r2 Y O J h a U) v O � y�jo (� N z W atop O p O J a � LU n O -1 C> z a Z LL no J moip = Uj Ul u U U o o W Z S Q IN W a C) Jma o f i Z p r Z o O 5 Z o J O � ® r j Q taays t U) F- O ? Z ZW aloes 0 of U ¢ n w W w w a ali�l -asap s ��as / NY LYN/y �''.; %cENSj' * No.58705 ,_o'at" I@1F T.' /10NAL 0? `\\ A. LYNN MILLER. P.E. P.E.# 58705 FIN FRAMES ARE ONLY TO BE USED TYP. ANCHOR TYPE, EMBEDMENT AND EDGE �-I EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EDGE INSTALLATION TYPE J EDGE (� DISTANCE I 1/4" MAX --- SHIM WITH GLASS TYPES 1-4 (PVB INSTALLATION INTERLAYER), NOT TO BE USED WITH TYPE K GLASS TYPES 5-8, (SG INTERLAYER) . EDGE DISTANCE --�I INSTALLATION TYPE I � DISTANCE ORtFRAMINGCSEERIP NOTE 2, THIS SHEET 2X WOOD BUCKSTRIP O OR FRAMING, SEE NOTE 2, THIS SHEET PRODUCT' REVISED as c plying with 0. Florida Il\ TYP. ANCHOR TYPE, EMBEDMENT AND E EDGE DISTANCE PER SUBSTRATE, I I B Adeag Code A 1�L nnroaaDate 3 1/4 MAX SHIM n 1 SEE TABLE THIS SHEET 1 I EMBEDMENT I I i-fiuni nde Product C3utrp� 1 UI I 3 UL EMBEDMENT l l 12 USED FOR ALL L NO CHANGES THIS SHEET. SIDES OF I 8 ARCHITECTURAL I Q EXTERIOR SHAPES Q 11-718" 29 O.C. MAX. - ' 11 � EXTERIOR 11 V WINDOW INSTALLATION f'� VISIBLE LIGHT WIDTH - WINDOW BUCK WIDTH-23/4" 5 W > z m � Y W T „- BUCK HEIGHT TYPE L WINDOW BUCK WIDTH IY O EXTERIOR 1 /4" N o (n Q a M HORIZONTAL SECTION E-E 0 0 �N C) S" ° VISIBLE O LIGHT 9 Z 2 W HEIGHT= U U d OW WINDOW STEEL SELF -DRILLING - F ¢ BUCK SMS (G5), SEE TABLE TABLE 10: Z "� 9Ma HEIGHT- 10, THIS SHEET Anchor Substrate Min. Edge Max. O.C. 0 > a Z o 2-314" Distance 0 O 2-1/2" x .113" Box Nail Southern Pine SG=0.55 5116' 5" ~ LL O 0 MIAMI-DAOE APPROVED MULLION (SEE 2-1/2" x .131" Common Nail Southern Pine SG=0.55 3/8" 5' g SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE 2-1/2" x .145" Roofing Nall Southern Pine SG=0.55 3/8" S J00 Q PROPERTIES, TABLE 10,THIS SHEET Southern Pine SG=0.55 1/2" 5" F- Iaays #10 x 1" Steel Screw (G5)' 0.093" Alundnu 6063-T5 min. 5/16" 5" ® `rt ? Z O 21 1/16" A36 Steel 5116" 5" 3:H- F Z 6 2X WOOD BUCKSTRIP 0.045" 18 Ga Steel Stud Gr. 33 5/16" 5" 0 J OR FRAMING, SEE ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. NOTE 2, THIS SHEET O Fa- Qo 5 111 1/4" MAX SHIM W W CN r- O X Z INSTALLATION TYPE J C� EDGE DISTANCE TYP. TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F INSTALLATION NOTES 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. FOR ATTACHMENT TO WJAL:4T"TRJrCT•IRAL I•EMBLIK SIWLL • • BE OF A SIZE TO PROVIW FULL SUPAOR VTOR'HE4VVINSOVSFRgME• 3. IF APPLICABLE, LOWER GESIGN P SSERE R E HE$ • • • WINDOW OR MULLION N: :A�PLIV�iQ J 5���. • • • • Material Min. F„ Min. F. Steel Screw 92 ksl 120 ksl 6063-T5 Akrtninurn 16 ks1 22 ks1 A36 Seal 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • pN� LYNN4f,krENS� ems.. ...� N0.58705 i OS AT OF T F A. LYNN MILLER. P.E. P.E.# 58705 • • • • • • • • • • • •• •• • • • •• •• EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-3/4" INSTALLATION TYPE N TYP ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET EMBEDMENT I1/4" MAX SHIM USED FOR ALL SIDES OF EDGE ARCHITECTURAL SHAPES Q 11-7/8- DISTANCE O.C. MAX. INSTALLATION EXTERIOR TYPE O a FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES IA (PVB INSTALLATION TYPE M INTERLAYER), NOT TO BE USED WITH GLASS TYPES 5-8, (SG INTERLAYER). EMBEDMENT Imo- 114" MAX SHIM INSTALLATION EMBEDMENT TYPE N O 1X WOOD BUCKSTRIP, SEE 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET OR FRAMING, SEE NOTE 2, THIS SHEET i TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET VISIBLE LIGHT WIDTH = 114" WINDOW BUCK WIDTH - 2-3/4" MAX. WINDOW BUCK WIDTH SHIM HORIZONTAL SECTION G-G STEEL SELF -DRILLING SMS (G5), SEE TABLE 11, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET U EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR 151 Anchor Substrate Mn. Edge Distance Mn. Embedment Max O.C. S cin #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-318" 6.2" Alum num 6063-T5 min. 318" 0.063" " 6.2" A36 Steel 318" 0.063" ' 6.2" St Stud,Gr, 33 min. 3/8" 0.045" 18 Ga ' 6.2" #12 or #14 Steel Screw (G5) Southern Pine SG-0.55 9/16, 1-3/8" 6.2" Aluminum 6063-T5 rrin. 3/8" 0,063" " 6.2" A36 Steel 3/8" 0.063" ' 6.2" Stud,Steel r. rrn. 3/8" 0.045" 18 Ga ' 62' 1/4" 410 SS CreteFlex Un routed CIVIL, ASTM C-90 2-1/2" 1-114, 11.6" Concrete (min. 3.35 ksi) 1" 1-3/4" 11.6" 1/4" Steel Ultracon Concrete rein. 2.85 ksi 1" 1-3/4" 11.6" Concrete min. 2.85 ksi 2-1/2" 1-3/8" 11.6" lh1 routed CMU ASTM G90 2-1/2" 1-1/4" 11.6" 5/16" Steel Ultracon Concrete (Tin. 3.5 ksi 1-1l4" 1-3/4' Grouted CM1U ASTM G90 2-1/2" 1-3/4" MAX SHIM _�1/4" 1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY ALL HEAD TYPES APPLICABLE. BE USED FOR GROUTED CMU APPLICATIONS. • - INSTALLATION NOTES: • • • • • • • • • • • • 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND Ejj[,E �I11t1CP•LI1tS.: • • • . ` BUCKS ARE OPTIONAL IF2. WOOD BUCKS D ON THIS UNITCAN BEFEET AS ARE BUCKSINSTALLED DIRECTLY TO $(1[OC13tJC�ETE� DSBSCKS DEPHIACyTED AS "2J(' WOOD CONCRETE/CMU 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS PER ANCHOR EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. REQUIREMENT DISTANCE 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SNAIL B[ SI'•A SIZE T. R �OVIjNLL SUPeA&TO•THE• VERTICAL SECTION H-H WINDOW FRAME. • • • • • : • • • • • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER ZANO)W 01 VULLIOK:O�APW TIES TO WH(+LE s7S-%M.• • • • ••• • • Material Mn. Fy Mn. F. Steal Saar 92 ksi 120 ksi 410 Screw 90 W 110 ksl E6o UAraCo 0 155 ksi 177 ksi 410 SS Elco CreteFle& 127.4 ksi 189.7 ksi 6063-T5 Akirrinum 16 ksi 22 ksi A36 SteW 36 ksi 58 ksi G'. 33 Steal Stud 33 ksi 45 ksi PRODUCT REVISED u ce noyi% wish Ow Fkn Aa BJrildmg Code Aeaeptaece Tb W'- '5O Expirefioe Da[e 2Q�. By Miami miC ProdOet NO CHANGES THIS SHEET. z m Y W > W z � rn "aa �W O U o O O alo0 O N W O m z W J C w U) ILL cI�li h 0JC) ah Z LL- " s Z J O = W o, U U o ®¢ W LL Z i< oN UJ O > rc Z O Z 10 _O u ~ g ILL O 03 aays ® m Z Z a 3 O O Z 210Jj < o Z ¢ F ¢ o w O X (n Z Z r E T m ally - sap s t-s `11111111 /l1j N ( LYN/V '.. OCEN SF M No. 58705 0 S ATE OF �1� 'e(OR10 l) ONM_ E ` A. LYNN MILLER, P.E. P.E # 58705 • • • • • • • • • • • •w •• • • • •• •• ••• • • • ••• • • TABLE 12 Item PGTPart # Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7116' Lami. Glass Beading Alum. 6063-T5 5 14254 I.G. Glass Beading Alum.6063-T5 6a 4270 Installation Fastener Co\er Alum. 6063-T5 6b 4224 Installation Fastener Cover for Curves Rigid PVC 8 4267 7/16" Lami. Glass Beading Tor Curves Alum. 6063-T5 9 4269 I.G. Beading far Cures Alum. 6063-T5 10 70589C Gasket (at 90° comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 12 1 61308K I Foam Beading Tape 13 Dow 791, 899, 995 or GE 7700 Backbeciding Silicone 20 71652K Setting Block, Mono. 3/16" x 7/16" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3116" x 1-3/32" x 4" Neoprene, Duro. 85 +/-1 29 76X114FP #6 x 1-1/4" FH SMS (Curved Beading) Stainless Steel 30 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 Kommerling Kodispace 4SG TPS See this Sheet for Materials 76 Quanex Super Spacer nXl- 77 lQuanex Duraseal Spacer 78 ICardinal XL Edge Spacer 2.784" .094" ---►III .074•' .062" 875" .438" 1.000" OFLANGE FRAME 2.784' 094. .074" .062" 1.375" k 500" .4381• OEQUAL -LEG FRAME 2.784" F.074.094"" 0 1 375" 500" r 438" } .O050— 1A25" .077" t OFIN FRAME .970" 346" �--�-{ .970" 346" I MiamNi C .8751• � F` .8�75��ILI 1.0j 37"f 1 .875" ] .75" O CHANGESTHISSHEET. 058" 050" 050" J 0550,, 050' O GLASS BEADING O BEADING GLASS ON 6a FASTENERICCOVER OGL SSBEA LING O p FBEADING OR CURVES HOT -MELT ALUMINUM DESICCANT FILL SILICONE BUTYL POLYISOBUTYLENE STRUCTURAL REINFORCEMENT SEAL 5/16"NOM_ POLYISO- 114" NOM. 3116" NOM. SILICONE 5/16" NOM. BUTYLENE WITH STRUCTURAL BUTYL & SEAL DESICCANT SILICONE DESICCANT ROLL -FORMED FOAM WITH FOAM STAINLESS STEEL EXT.GLASS DESICCANT EXT.GLASS EXT. GLASS EXT. GLASS INT, GLASS INT.GLASS INT.GLASS INT.GLASS 75 4SG KODIiSP CE 76 NXTER SPACER 77 SPACER SEAL® 78 XL EDERrM ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE & EQUAL -LEG FRAMES FOR FIN FRAMES ANGLED/CURVED ANGLED/CURVED FRAME ASSEMBLY FRAME ASSEMBLY 90000RNER 90°CORNER FRAME ASSEMBLY;AND I FRAME ASSEMBLY I d I 10 I I I m I I 10 U m j ALL CORNERS TO I ALL CORNERS TO USE GASKET AND/OR SEALANT I / / USE GASKET AND/OR SEALANT •EXTERIOR EQUAL -LEG FRAME/EXTEERIOR FLANGE FRAMERIOREQUAL-LEG FRAME FRAME WITH INTERIOR EXTERIOR I `MITERED FRAME WITH INTERIOR ERIOR FRAME WES� • • • • • AN�EXTERIOR FRAME WELDS 30 FLANGE FRAME (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS • • a • 1IITL • • • • • • • • • • (SHOWN) OR CORNER KEYS AT • S•RERI BOSSES_ SEALANT AT ALL CORNERS — = LU ti Y O > 16 a . ,a p �❑ v O oaroo p o Of cli rn W O v w J M ' r a Z LL Z 0 m = LL1 'o U o a W �_ U U1 Z Cc SQ c7 (� UW oN OMO W .-. > > Z Z o O a Z °� LL �O 5 0 O D J N Q z ¢ O J-4s ® z O U) O z Qof Z I'_7 aio 5 O O > X � W erLU X O S LL m D_ alai sdo s At �GENrSF * No.58705 411 %��.` '•.•FC GRID?'.•'• G\�� A. L�IJW rhILLEFi, P.E. P.E.# 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM 1-DADE MIAMI-DADS COUNTY Ire PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 P (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prodam-&gntrol Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Ccounty) reserVV'e•tllb right to have this product or material tested for quality assurance purposes. If this prodtiet of mate0AMails to • • perform in the accepted manner, the manufacturer will incur the expense of such teStW laid the*MJ may • • immediately revoke, modify, or suspend the use of such product or material within Miii j*urisdiction DER reserves the right to revoke this acceptance, if it is determined by Miami —Dade Qounty Prod%t f4�ltrol 09000 Section that this product or material fails to meet the requirements of the applicable bitjI 149 code..... • • • • • This product is approved as described herein, and has been designed to comply w4*aw'Florida. &rirding • • • • ; • Code, inclu ' ' 5CRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L'M.I. ' • • • • • • OVAL DOCUMENT: Drawing No. 63003R, titled "Impact —Resistant Alum' ullions", � � � � • • sheets 1 rot. 1, with reN46n C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 t Expiration Date: May 26, 2021 �r? (Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. I0-0819. 05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TA4•:D2-94 ...... 3) Water Resistance Test, per FBC, TAS 202-94.. • • 4) Large Missile Impact Test per FBC, TAS 201.94• • • • • •.. 5) Cyclic Wind Pressure Loading per FBC, TAS4263-994 0: • • • •: 6) Forced Entry Test, per FBC 2411.3.2.11 and T'AS `b02-94 • .. .. ..... along with marked -up drawings and installation diagram Pf. jcjjpped aluminum..:.o mullions, prepared by Fenestration Testing Lab, Inc., Test $.eporf No. *FTh -6443 • • • • ; • (samples A-1 thru E-1), dated 02/28/11, and addendum letter dak-3tQ5105111'signed and sealed by Marlin D. Brinson, P.E. • • • • • • (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC St' Edition (2014) and with FBC 6111 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E - 1 Jorge M. Piasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6" Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series •••• `'PGT" Clipped Extruded Aluminum Tube Mullion — L.11�.I., ap"v.Cd 011690099 04/14/16 and expiring on 05/26/21. go 0 • 0 go • • go 0000 . . •••• ...... .. .. • ...... •• . . .. *000 Jorge M. Plasencia, P.E. P,r4dZuet Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS -� SEE DETAILS r_CpFN,mO WIDTH FOR VERTLAL MULL ARCHES TO BE INSIDE RECTANGVLAR RECTANGINSCRIBEULAR / SHAPE 9HEETS 2.4 EE DETAI A THRU G; $SHEETS I 1+ I gEE DETAILS 2-4/ _ SHEET G; SHEETS 2.4 OPENING VERT. HEIGHT MULL FOR LENGTH HORFZONTAL SEE DETAIL E. MULL SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE / III - MANUFACTURED BY PGT. _ _III _ / SEE DETAILS HORIZONTAL A2 MULL SHEEETSETS2.4 LENGTH HORIZONTAL MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS RAVE BEEN TESTED AS'FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN. V180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE. LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTFUHEIG14T OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: i—OPENING WIDTH—i I-'—HORIZ MULL LENGTH--1 MULL "I LENGTH I— / OPENING HEIGHT FOR OPENING MULL 4' Y HORIZ_MULL VERT. HOGHT LENGTH / / MULL LENGTHL L OPEMNG WIDTH SINGLEMULLION SINGLE MULLION FORVRTICALMULL OPENING WIDTH ~FOR VERTICALMULL SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE I ABOVE CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL ADM-2015 •AISI S100-12 •AISC 360-10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE•7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR "TRIANGULAR/'TRAPEZOIDAL-. GENERAL NOTES ............ _....._...... 1 INSTRUCTIONS. ................._....._.... i ELEVATIONS ........... ........ ._........ _... 1 MULL TO 2X WOOD........._ ............. 2 MULL TO 1X & MASONRV.........�.... 2 INSTALLATION NOTES ............-..._ 2 MULL TO MASONRY ....... ...... ........ 3 MULL TO STEEL STUD ....... .._...... 3 MULL TO MULL ............................. 3 ALTERNATATE CLIPS._.._._....._.4 BAY MULL INSTALLATION..............4 1 X 2 X .125 MULL SPECS ........... _.. 5 1 X 2 X .375 MULL SPECS...............6 1 X 2.75 X .376 MULL SPECS..........7 1 X 2.75 X .66 MULL SPECS .... ........ 8 1 X 3,125 X .So MULL SPECS........ 9 1 X 4 X .125 MULL SPECS ..... ...... 10 1 X 4 X .375 TUBE MULL SPECS.... 11 1 X 4 X .375 'T MULL SPECS........ 11 125 X 3.188 X 265 MULL SPECS...12 125 X 3.26 X. 100 MULL SPECS..... 13 1.26 X 325 X .624 MULL SPECS_... 14 125 X 3.94 X .624 MULL SPECS..... 16 2 X 4 X .25 MULL SPECS ... _..... ..... 16 2 X 6 X .25 MULL SPECS .......... _... 17 126 X 2.11 X .125 MULL SPECS_.. 18 30- X 325 BAY MULL SPECS......... 19 45' X 325 BAY MULL SPECS......_ 20 MULLION & CLIP DIMENSIONS.._- 21-23 EXAMPLES 1 & 2.......................... _.24 LOADING EXAMPLES .............. ....... 25 4) FIND THE CHOSEN MULUON'S MULLION CAPACITY (LBS/M FROM TABLES to THROUGH 16A, ON SHEETS 6 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE. LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFP) FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY, 6) FROM THE ANCHOR CAPACNY (LBS) TABLE ON THE SAME SHEET AND USING Y UR CTU UBSTRATE CONDITION ( MULTIPLE ANCHOFUSUBSTRATEIANCHOR-CUP PATTERN MAPAPPL��1EtTt AI�U�iQR C�.IP �AT AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. • 7) IF THE MULLION CAPACITY (LBSIFTD OBTAINED IA =HE TABLE ISHIGj1EF.TH11W TWE DESIGN PRESSURE REQUIREMENT (LBS/F P FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACTWjLDUU%TjGWT FOOMULA-WO OW,T jf THE POWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBSIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT') OBTAINED FOR THE MULLION SY� l - THE LOVER OF VE TWO SH4L APPL4 FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. • • • • • • • • • • 9) HIGHLIGHT OPTION USED AND TABLE VAL:E%ySED 1; A SIJECIGIC ,WPLIMTION*VH NlUS1N( TH % NOA TO APPLY FOR A PERMIT. • • • • • • • • • • PRODUCT REVISED as compiyIng with the Florida Building Code NOA-No. 17-0630.01 F.piration Date 05/26/2021 ByF MIam _ �• ; No. 58705 *� QATE OF A. L10 MILNHR!`O.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OFFSEL MULL e CLIP MAY BE 1NSTALLEO BY d e TMI3 METHOD. e MULLION SEE SHEETS 21-23 FOR HOLE LOCATIONS EDGE a o DISTANCE 7—FCR WOOD / SCREWS L 268MAX FOR ALL MULLIONS + ° EXTER� <° TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-168 DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) ad EXTERIOR �'r THE OFFSET CUP'S RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYR ANCHOR PER SUBSTRATE, ,_; SEE TABLES 18.168 EDGEIEND DISTANCE SEE TABLES 1B-138 Lam- ATTACHMENT BOTHERS, SEE NOTE I, SHEEr 1. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. S MULLION O TYP. ANCHOR BUCKSTftIP PERSUBSTRATE, oz U AND ACHMENT SEE SEE TABLES 18&138 ATT BY OTHERS, SEE NOTE 1. N SHEET 1. m q U 65 W Z W MIN 2.7 KSI 1 • •'• , EDGE W O = I CONCRETE Oft CMU' •'i I DI STANCE, W .I F---SEE SEE TABLES M (n EDGE DISTANCE 1B-13B F e = e FOR MASONRY C7 lJ! ¢ D ♦- ANCHORS 07 O 1n SIDE VIEW Z U.] CID d+ ~ 0 Z - e EITHERTHE F- Q STANDARD OR Z U m = e OFFSET MULL Z .da CLIPMAYBE w Q'g - O e + INSTALLED BY THIS METHOD. Z EDGE � � J Q Z � r D ISTANCCRE 4 2 Z Z Q W W MASONRY a m O Z N ANCHORS D. F co JG1 pp co 45 SO co 10 a UJ ¢ Y ]C z a 0 C) Zm CL s0 m0 TYP. ANCHOR 10 PFR SUBSTRATE. SEE TABLES 18-13B PRODUCT REVISED BUCKSTRIP as complying with the Florida T AND ATTACHMENT Building Code Non -No. 17.0630.01 EMBEDMEJ M .. BYSEE 3EE NOTE 1, Explration Date 05/26/2021 1.. SHEET 1. / BY • - Mlami-Da roduct Control MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW •• ••• • • • • • •• • •• • • • • •e• •• •• ••• •. . • • .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 11\tII IIII/� jt�y LYNN ,. No.58705 %0,'-1MrZ * - , ._ 5 ATE ''i.S/ONAL E�.. A. LYNI�i �iI+LLER, P.E. FL P.E.# 58705 • • • • • • • ••••• ••• • • • ••• • DETAIL E: r MIN. MULLION TO MULLION - xs• rr DETAIL C: INTERSECTION NOTES: d� d MULLION DIRECTLY ATTACHED TO (U-CLIP) < MASONRY STRUCTURE MULLION 1) MAY BE INSTALLED IN'TEE" OR'CROsS^ � o INTERSECTIONS. (STANDARD CLIP SHOWN) VARIES g� w 2) MAY BE INSTALLED HORIZONTALLY i I ' (SHOWN) OR VERTICALLY. to 1 TYP. ANCHOR 1 N EITHER THE I PER SUBSTRATE, 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 ip U STANDARD OR SEE TABLES 1 B-130 D Tn 'T M z W -OFFSET MULL TOP VIEW FOR CORRESPONDING MULLION. � Z CUP MAYBE YYY N MULLION w INSTALLED BY I� I'.� m FOR MASONRVE VARIES W _j In THIS METHOD 1 _I ANCHORS I N12 STEEL SCREWS, 1 \ SELF.DRILLING OR PRE-0RI L MULLION AND USE SMS O m m O S }U- \ _ t� w d , \ MDLLION 6 F" Z da } ZZ EXTERIOR d O Q EOGEDISTANCE ° THE OFFSET CLIP IS `� Z Z ~ v = FOR MASONRY RECOMMENDED FOR / pj Z o m 3U ANCHORS - FIN -FRAMED LINTERSEGIION 10 WINDOWS, BUT MAY ULIF F ALSO BE USED FOR gm OTHER FRAME TYPES, EXTERIOR Z f` TYP. ANCHOR d d f Q O Z_ N PERSUBSTRATE, Q F B / SEE TABLES I8-138 w TYP. ANCHOR SEE SHEETS 21-23 FOR HOLE LOCATIONS R F a 8 90 PER SUBSTRATE, JN BUCAND KS IP SEE TABLES I5-1313 FRONT VIEW EDGE x LU Q Y 2ATTACHMENT DISTANCE U) BY OTHERS, SEE TABLES F F (1) ' SEE NOTE 1, 16-13B K� Q Z 50 O EMBEOI ATF1fT . - SHEET 1. EDGE O Y a $ Z (IO �— DISTANCE a '¢ M m r0 +SEE TABLES SIDE VIEW MIN 27 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-13B FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO as complying with the Florida STEEL STUD Building Code (STANDARD CLIP SHOWN) NOA-No. 17-0630.01 STRUCTURE Expiration Date 05/26/2021 INSTALLATION NOTES: {/ TYP. ANCHOR 13Y - 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE, ® MlamF a Product antra SEE TABLES IB-13B 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� .� SEE SHEETS ONLY, BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 21-23 FOR CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE HOLE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. LOCATIONS Ora 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. \ \ MULLION rr 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEEP. EDGE 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED • • DISTANCE ",% L ELCO ULTRACON OR ELCO 114"S.S. AGGREGATOR MASONRY ANCHORS. • IDRS*EELS'R10S TF�'INE•¢•¢T SEETABLES `� ,XON.•-••-.!V,� FRONT VIEW • #GAgND*OMdtuNfwlrTi THF�FL euIIDING tB-13B ` �1�,. L1GENgF ••�(� 2 • CO•E0k 2)&VOdb BA@KEk%US* USED. Q-: '•:�� i' • •• /d TAWME•T B'•OTFRR�.• • EXTERIOR• • �VW-OD•N�'R11ECj • _ ND.38705 • • • 1+ETEs: • • • • • • • SIDE VIEW _ C( _ 1)FOR 2X WOOD -BACKED STEEL STUDS, WOOD -pO '• TATE 1�:•(�[(/�� ANCHOR VALUES MAY BE USED. • • • • • • 2) SEMORREIPORDING M:LLICN 4BL•GS, iss�0 • • • • S +EEI:5-:0 QUANTITY QF SCWW*.. A. CXj�lyl IR�Y�.E. • • • • • • • • • • FL P. 58705 • • • ••• • • • • • • • • • • • • ••• • • • ••• • DETAIL F: DETAIL G: DETAIL H: FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) SEE DETAILS A-0• SHEETS 2 AND 7 FOR INSTALLATION TO SPECIFIC SUBSTRATES. STANDARD CLIP TO BE MODIFIED INFIELD. EXTERIOR O EDGE DISTANCE PERANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 126' X 2.11' X. 125"MULLION. 2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. Y X S' ANGLE CLIP. 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. INTO WOOD, STEEL wr UM, CMU ORMASONRY nEDGE DISTANCE PER ANCHOR NOTES FOR INST4ALIAT10N O�TIO�I G 8 6i • • l�. G 1) USE 2f+N f•LIP& Iii MWLLION FIND. CLIPS MUST BE INSERTED INSIDE OF MULLION. • Z) DETA* G:6EBBABlES;B-11lB AlDR ANC}IOR QUANTITIES AND SHEETS 21.23 FOR HOLE • • LO0r,1(►JS. • • • • • • • 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCI lOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. • • • • • 0 • • PRODUCT REVISED as comp)yIn with the Florida Building Code NOA-Ho. 17-0630.01 expiration Date 5/26/2021 0 By — IS MIII Pm Product Contra U z o � NO • LICENyF' 41X�` o ; * ; No. 58705 �ATE��� aA. LYNM11M1Ll, P.E. U FL P.E.# 587D5 TABLE 1A Mullion Capacity Table Opening Wldth (for verticalysWarnng mullions) or Opening He)ght(torhorlmrtety-sparrllrg rtadions) 50 In 60 in 70 in gain 901n t00 in I20 in Win 160 in 1 x2x.125 Rectaiputar Laed^D Tmp/iNe.. Lw�O Rsoanpular L-dng Trap/Tdsn0. Load. RxmigYar Load.0 Tmpfllia.. Load. Rectangular L.Wng TrapRdano Loading Reclarguler Loadnp TmWTftng. Lo"N RaanngWar Loading Tmp/7darg. Leadlnp RectenO:ls Loadng Tmp/Tda.. ...9 Recla.ular Loadng Trap/iHmp. loading ftectenpller Loading Trap'Trlenp. Leading Alum. Tube �• � p S e$� ae Till- P s4dF L- _ &g' @ 5� _ 8�-e Berl�gE �d�.�� b' F B a a' t &8Z' Pk' 8 R� arc�o: �&' � fi'e cS� a� 1is fi-Mulgon 42 In 1/1.9 408 129.6 332 93.2 /08 115.6 325 79.9 400 107.9 321 69.9 408 104.4 319 62.1 4w 104.0 319 55.9 400 104.0 319 46.6 408 104.0 319 39.9 408 104.0 319 35,0 408 134.0 319 /81n 74.9 312 838 258 624 312 73A 252 53.5 3/2 67.0 248 4e.8 312 83.2 248 41.6 312 51.3 2M 37.6 312 81.0 au 312 312 61.0 244 21.1 312 81.0 244 23.4 312 61.0 2H 5D.625h 63.D 281 70.6 234 53.2 281 61.5 ZM 46.6 261 55.7 224 3D.9 201 52A 222 35.5 281 50.1 220 31.9 281 49.3 210 26.6 281 49.3 219 22.8 281 49.3 219 20.0 251 49.3 212 In 92.6 247 87.5 207 43.D 247 49.9 2a2 37.8 247 44.8 199 329 247 41.5 1W 29.2 2tl 39.4 1. 28.7 247 38.4 193 21,9 2/7 331 193 18.8 2t7 38.7 1W 16.4 247 38.1 iW c gain 38.4 200 41.2 170 32.0 200 35.9 168 27.4 200 31.6 lei 24.0 200 29.9 160 1.3 200 Z7.1 1. 19.2 200 238 157 16.0 200 25.0 159 J 63 in 73.1 161 35.3 155 27.1 1" 30.3 1. z3.7 111 26.9 141 20.7 111 24.5 148 16.4 181 22.8 t44 16.8 1a1 21.7 143 3 66 h 28.9 185 30.6 142 24.0 163 26.1 139 20.6 180 2J.1 17fi 18.0 165 21.0 134 721. 22.2 139 29.3 120 18.5 139 19.9 119 15.9 139 17.5 116 15 In 18.9 125 19.7 109 16.7 125 Me 107 78 h 17.5 Ila 182 104 TABLE I B Anehor Substrate: 27k Cacrate Capacity Table III H.1-CMU IMM CMU PT Wood Mess 114 SS Eko MW FJco IA' SS Ebo W O Steel #12 Steal #12 St -I A.ha Typc 3/16' Eko Ulbacon 114' EICD Unracan 9rtW Elea Ulbwan 1N' Eleo llkmem AppmGetar Ugmosn AQW.C41y1 SamW (G5) Semm (G5) Strew (G5) Anchor Clip Patterns 2.1rz^ 1• z-trz' 1• z-trz• r 2-12" 2' 3-1/e' r o.4a• a.s1• 6.3za• Edpa aatanta (e} Embed d(In. r I-W4' - 1-W4• 1-3/4' 1a/4"1-t/P F.A 1-i/P 1-t/9" i-1/f' 1-1jr 1-1/P 7 1J/8' i-318' 1d1e4 2 AnChors ® 4.75" Min. O.C. / Standard or Obd Clip (Fig. 1): 3g0 ibs 3D0Ibs 430Im B90 270 Uu 2801bs 354 Ibs 14D Igo 37410s 894 Oe 9481hs 341 ms M2Ipa 5601bt 4 Anthem 49 1.iS Mn- O.G I Standard W Ogxt) Cllp (Fb. 2): 490 Ibs 7001G WA WA NG 3801M NIA NIA WA WA WA 682 M 885 I6e 1120 Ibs 4 Arohors ®3' Mn. O.C. /(2) 2x5 Angie Clips I (Fig. 37 780Ibs 780 eis 86a 91s 10 Iba 510 b. 560 Ita WA 760 bs 748Im 8801ba 16921ba 662 IM BBS lba t120 IDsm00.45-Min.O.C. I UCllp, Into.125'Alum.(Fo. 4): WA WA WA WA WA WA WA N/A N/A NIA 332lbs WA 4739. WA 170 Ws N!A 221 Ibs 7151bs 26a lbe 1 Anchor/F lip We. Sy 195®s 1951bs 225 hn 4451ns 622Ibs 1351bs 1401111 177 Ibs 9701bs 76715n MI 2 Anthem®1.15" n. O.Cl F{ylp (Fig. 61 2401bs 350 ft, WA WA WA WA 19016a WA NIA NIA WA WA 7411W M21bs 5601hs NUI c: run inc Urrac--- _.._... .V:MT FORMlll G, (DP,„) X (ANCLION HOR CAP.,,,a,,,,,,-) = ANCHORCAP.- `MUL USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACII Y TABLE FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, --1 1.000- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. FID7 • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. .125' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3% SPEfjIfj�T1aJS,•1OLLL'•N ANS GFAUT-PRL�D CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AFqTM C50. WORD •HAI! BfIPR@SSIfRE- D ` FIGURE4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL 6260r6�`3fl�ANSB M M F•125THICK " I LEAST .S12SETHICK AND A36. ALL ANGHORSSTUDS TO BEA MINIMUM �INTO ME SHRLLHIalk 0 A��AS�6SS I T TEEL T�p BE AT E/�lfj BEYOND 1' X 2" X .125 MUWON mo THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY STEEL. S.S. 410 S.S. • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • m Q J r Z z ¢ N 2 Z m 4 CO C' g0 qq0 o W X Y oY ~ x ® j 4rL.pp.� Q O O 3i Z m S',Q PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2612021 By Mlami-D Product Control `1 LYN i \ a�N.. N yi ViCENSF `�����1 �, • No. 58705 = -� Qf ;0 . STATE Ft (V�` G �'',S'ONAL S A. LYr�WIUIIM� P.E. FL P,E.# 58705 TABLE 2A Mullion Capacity Table Ibalit' Opening Width (for .elticallyapanrdrg mldliorl6) or Opening Height (for hodmstaiyaparW rg midtons) 501n Reetenpulu Trap'Tnag. 60 in Reclangular Tr4Prrd.rp 70 in RectmVW r TmpTrlag, So In RecBaguW Tnp7Tdaro. 901n L-d.ro Lae®nro RecranpWer TrapRdaro.Oil 100 h Tmp/Tlbrg. Lvsdlrg 1201n Rectangular 7repTdng. loadlrg Loadro im n Rectarotdar Trapr Mg L9edirg L®dnB 160 h Reeoa ing TnpRdsrrp. Loading Loadlg 1 z2ir.376 Loadro Loed6g Lmdro Loath Loedlrg Loedrg Lmdlrp Lcediro Alum. Tube llion25 y- r ,E• i_• a t S �' '6 .-.Mu21. 51% 42 in 170.0 TA 17C.0 435 151.3 bffi 170.0 47a 129.7 662 170.0 WS 113.5 fM 1695 518 160.9 W2 MILO 517168.9 517 7&7 60 16&9 517 04.8 862 16&B 617 56.7 B02 t8&9 48 in 121.G SW 136.0 41B 101.4 607 119.2 410 BB.B 50T 108.7 403 78.0 507 1028 399 67.6 507 455 99.8 ' 61.3 997 357 608 51.8 507 456 99.0 80.0 398 358 60.7 43.2 5W 458 199.0 80.0 398 356 43A 37.0 607 466 99.0 80.0 390 956 38.0 324 507 466 98.0 80.0 396 356 50.628 m 103.7 456 114.6 379 86.1 458 99.9 371 74.1 455 90.6 364 64.8 456 "a 3W 57.6 ffi7 /00 61.8 313 541n BSA 400 83.3 336 71.2 400 80.8 328 61.0 400 721 322 53.4 400 67.3 318 47.5 400 64.0 315 427 d00 67.3 314 35.8 400 61.8 313 30.5 400 61.8 313 60h 623 324 68.9 218 57.9 324 575 270 44fi 324 61.2 261 3&B 324 gfl9 260 34.6 324 43.8 257 3t.1 324 420 256 ffi0 324 40.5 253 222 324 405 253 19.5 326 40.5 253 fi C 93 h 63.8 294 57.4 252 44.8 294 492 248 38.1 299 43.8 241 336 299 9flB 237 2&B 299 37.1 234 28.9 Z94 3S2 232 224 2M 33.5 230 192 294 33.9 230 16.8 294 334 230 a 66 h 72b 46.8 36.0 268 225 49.6 37.9 230 39.0 2BBt114 334 2S7 26B 225 37.5 28.4 221 188 W.2 225 258 225 341 ffie 218 18fi 26.0 20.225 26a 31.6 23.5 215 182 23.4 1&0 269 225 29.8 22.1 2'rl iB0 19.6 16.0 26B 225 28-0 20.3 210 177 16.7 129 10.9 268 226 202 27.7 19.6 1SB 209 170 158 146 11.3 9.8 288 225 202 27.7 19.6176 iia 209 156 761n 308 202 -320 21.9 2� Z3.9 170 19.2 2R1 2t.s 76T 17.0 2 2 105 15,3 202 18.4 118.7 16312B 202 16.7 180 8.3129.0 "7202 20.2 192 220 162 1].7 1@ 1&7 158 1S7192fl8 155 t7.8 1T2 1S2 t52 70.1192 149 150 BB9.5 144 19.0 861n 15.2 127 15.6 TABLE 26 Anchor Ca c Table Ibs SlDstrala: 27F Cmefele 3.5k Cone. Holbw CMU Wkd CMU PT Wood Metel 5/18^ Elce 1/4' BS Eloo 5/1B` Eleo 1/4' SS EI90 in0 Steel Ml2 Steel In2 fires` Alxhor Type: 918" FJco Uttramn 1f4" Eke fAlr®m t80amn 3/76` Etco Ubxon 1H' Elco UlfRom AggeGstor Ulamm AgpreGaror Sere« (G5) Screw (GS) 6erna (G5) Anchor Clip Pane 1' 2-t12 b1A' t' x-i(Y 1• z-12• Y 11/1" 2' 0.48' 0.34' 0.331• Etlpe Olstence 0n$ EmbMment (h7 1^ 2-I/Y 1�r 1-Y4 f�1• 1�/P Y 1-1/4^ 1-1/4" 1-1/d• 1-1/4' 1-t14' 1-1/Y Y 13'e' 1SB' tedea 2 AnMon ®4.75- Min. O.C. / Slar d d or 011set Clip (Fig. 17 390 IN 390 ks 4W bs 890 au 1&1 ba 2701he 280 ro9 3541be 7401bs 774 Iba OB41he 946 tla Ibs "2 1. 5801bs 4 Anchors ®1.15' MIR O.C. / SteMerd (or Olhet) Clip (Fig. 2$ 480168 7001Da N/A N/A WA WA 9B0 It. WA N/A WA WA ba WA 1892 01s 582 8821bs 862 Ibe B85It>s 88S IDs 11201M 1120 W5 4 Ancimra ® 3' Mh. O.C. / (2)2s5 Arob Gips / (F'g. 3): 780 the 780 Its 080 ba 1580 ibs ims bt 540 iba 5B0Ibs N/A TBO bs 7481ha SBD WA WA 715 roe 2 Archam 0 0.45• MhI, O.C. I UC1ip, hW .125• Abm. (R9. 4g WA NIA WA WA NIA WA WA WA N/A WA WA 332 The WA 473 8a Vo be 221 iW 200 It. 1 Amtwr l F-Gip (Rp. i): 185 16s 1931be 225 W 448 m 0221ae 135 me 140 U. m IM 1771os 3701bs WA N/A 167 ax NO WA WA 341 Ibe 4421bs 580 N. 2An9ALu-N In. U." r+np vq. al '^'^^ •^^ ".• .'. ._.. - NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1NCHUH I 1 mcn 1 1-1- (DP-) X \ ANCHOR CAP.,,„,,,,,,) = ANCHOR CAP..m MULLION CAP_ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE - FIGURE 1: FIGURE 2: _ TABLE NOTES: d 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: F-6- • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT. TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMFf4sl0i�`" Q�ESTjRICWONS JHOWI ONSHEETS : 1-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE IQCATIONS. • • • • • • • • 00 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACM01 SPESNOICA610N6. F;LLQQW ZQ:RO%FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AS144 090. WOGD SMALLaBE 9RE*SURE-TREAD YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUAIRUM SPIALCBE 60S3aT5 AMC BE AtMIWAUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125` THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S, • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ts4 MEMBER 414 PRODUCT REVISED 1 5 comp`yin with the Florida Building Code NOA-No. 17-0630.01 Exphatlon pate 05126/2021 `di1111111/7//. aONY LTIy^l4f * No.58705 7� 0, stATEFOV- S - G. /SJQNAL 1NI•`• A. LYNN MILLER, P.E. FL P.E.# 58705 F- TABLL'3A - Muglon Capack Table (Ibslft'7 Opening Width (for mrbea*spanrirg ,LAJcns) or Opening Height (for norlwnlally-span i g rmilion6) 50 F so In 701n W in 901n 100 in1201n 140 F 1 so In t%2.75% Recleng6ar Loafing Tnp'Taalq. LaadnB RectangWar Loadn9 7rgrt'rrbnp. Laedn9 Ractanguler Loadnp TrqTlerg. Loadry Ibctangder 4oadn9 TIW Mara. Loadrg Rectangular Loa aR Trep✓Tdang. laadrlg R-lanpOtar Imdn9 Trapl'rdanii. LoedNg Recisngdar l.oadFp Trap'TMrtp. Lowing Raelengular Lmdrq T•prrrlerlp. Loadng Reetang8ef Lwairq TIap7Tdm9. laednp .375 Alum. Tuba '$ w yy A u fi 8.. ci ¢� e$$, ti fi� c7 fi c5` �$ pP�' a¢ %$.-, 6i u g dggg xggg gg d Tan ci f� 3� $ RR arc fr� �$ ,amullione 3` �r d`d� 0 8� t�$� '§ g6 d¢ ci .� u` i g da c3 Bpdz� s drc fit$ dr d a da E a f� a` a s� da5 42F 170.0 820 170.0 435 170.0 7/4 170.0 478 170.D 8W 1700 SOB INLO e922 170.0 519 /70.0 1116 170.0 621 170.0 1240 170,0 621 148.7 1301 170.0 !0 I27.5 1301 IT0.0 S21 111.5 1301 170.0 521 48 in 170.0 708 1700 524 170.0 850 170.0 9B4 170.0 gB2 170.0 6W i70.0 1133 170.0 Wt 151.8 1139 170.0 8T7 138.a 1139 170.0 650 113.9 1139 170.0 660 97.8 1139 770.0 BW W.4 1139 170.0 WO 60,62E In 170.0 747 170.0 5M Im.0 996 176.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117A 1032 170.0 756 97.9 1032 170.0 7W 83.8 1032 17C.0 756 73.4 1032 170.0 756 fi4N 170.0 797 iT0.0 112 1 11.3 - 170-0 821 13A2 W7 18/.7 730 120.9 907 1525 T20 107.3 807 145.0 714 96.8 907 141.7 710 80.8 907 140.0 708 69.1 W7 140,0 709 A1.6 907 110.0 709 W N 141.1 735 151.5 625 lIT6 735 130.3 611 100A M5 116.0 599 W2 735 1082 590 T8.4 T35 99.5 Sea 70.5 736 95.1 578 58.8 736 91.8 574 50.4 735 91.8 574 44.1 735 91.8 574 63in 121.D 666 130.0 570 101.6 685 111-5 557 57.0 666 wfl 547 762 ON gal 538 67.7 W8 Me a31 W.9 6W 79.B� 526 00.0 eW 7a.8 021 43.5 6W 70.6 521 38.1 6" 75.6 521 J W In t06.0 W7 1124 522 W.3 897 96.1 511 753 607 05.0 Wt W2 807 77A 493 58.9 607 71.5 4W 57.0 6D7 87.6 461 N.2 W7 83.4 476 37.9 607 62.7 474 331 5C7 82.7 4 74 C 1 72 F 81.6 510 W.8 443 W D S10 43/ 58.3 10 64.3 420 Si.6 510 57.9 419 45.4 510 $3.3 413 40.8 51D 80.0 408 un 510 45.9 402 292 510 44.4 3B9 25.5 610 44.3 399 76in 69.4 450 72.i 400 57.8 45a �73.0 392 49.6 458 64.1 3a8 414 4W 48.8 378 38.8 106 N.B 37334.7 456 41.8 3W 289 4W 37.7 J02 24.a 458 W.0 359 21.7 4W 35.7 356 7ein 842 4m 67.0 301 53.5 435 3n! 45.9 435 49.0 366 40.1 435 44.7 780 3S7 435 40,9 355 32.7 435 3S1 331 28A 435 34A 114 22.9 435 s2.6 341 20.1 435 322 UA 90 in 41.5 J27 43.1 290 34.B 327 38.4 265 29.9 327 319 210 26.1 327 2S3 275 212 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 282 14.9 327 19.3 2W win 34.4 287 35A 257 26.7 287 29.9 252 24.8 2e7 M a 248 21.5 2B7 211 241 19.1 207 20.8 240 17.2 267 19.3 237 14.4 297 18.9 232 1081n 242 227 24.7 205 20.2 227 20.5 201 17.9 227 18.0 19B 15.1 227 16.0 195 111 in 223 21E 22.7 194 10.6 215 10.1 191 15.8 215 18.6 tEe 1201n 17.8 1a4 17.9 167 TABLE 3B Anchor Capacity Table Ibs Substlale: 2.7k Canoree 3.5s Co- I F.1-CMU FIBed CMU PTWood Mabl 5118" Eko 1H" 68 Eko 5176" Eloo 1/4' SS Elco 010 Steel #12 Steel #12 Steel Arrohor Type, 9115' Eko NUBcan 1/4' Eko t7laacm Ultractln 3/16' Eloo Nfraoon 7/4" Eke Ultrecon ABgreGalor Ullraeon A9gfeGatar a- (G5) San:w (Ga) Screw(Gs) Anchor Clip Patterns 1" 2-Ir.- i' 2-112' 9.1/8' I' 2AZ i" 2-1/Y 2' 3-1/5 Y 0.48' 0.54' 0324" Edge Dlstarwe(In): En,bedlnent(F): 1-W- 1-34' I-14' 1.314' Y 1-t/4^ 1.1/4- 1-114" 1-1/4" 1-1/4' 1-i/4' Y 1d19' 1ar8' grlla 2 Anchom C 43T Min- O.C. / SWndad or Oaset Clip (Fig. 1): 390 Iw 3 W pre d W Ibs BW iba 1PA4 ®9 2701ba 2W Iba 354 Ibs 740 lbe 3.Ib 654 lbs W ba 341 Ibe 4421be 580 9x 4 Mchon ®1.15' Mln. O.C. / Slentlartl (or06el) CIIO (flp. 7): 4W Ibs 7W Iba NIA NIA NIA WA 3W 1. WA WA WA WA WA 692 be Bas IN 11201bs 4 Aneh4va 0 3' Min O.C. I Q) -M Anpla Caps / (flp. 3r 7N 7 F. Ibs 6W Ibs NO bs 1096 bs 5d01bs 5W Ihs WA 7W lb. 748 Be 880 IOa 1892109 682 Iba B85 the 11201ba 2 Amticra 0,45' 111L O.C. / U{Ilp, IN, -125' Allml. (Fip, 4r WA WA NIA WA NIA WA WA WA WA WA WA N!A WA WA 715 in 1 Arofwrl F-C3ip (Fig. 5); 1B5Ibs Z. 185 bs 225 the 440 Im B221. 135 bs 1401ha in Iba 3701ba 1871he 332 lb- 473 lbs 170 It. 2211be 2W ba 2Amhwa ®1.15" Mln. O.CJ FCllp (F70. 6): 240 35010s WA WA WA WA 190Iba WA NIA NIA NIA WA 361 Ihs 4421ha 5001. NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PAT I ERN ANU ANCHUFI W FIGURE 1: FIGURE 2: O FIGURE 3: ro • 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES- FIGURE 6: • �a.I nc a I tuvurinu ucrr. r (CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TABLE NOTES (OP -) DP ) X ANCHOR CAP.,,a,,, N _ AN CAP.. `MULLION CAP .,,o,- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENG-1?i9ANbbR OPENING WIDTHS IS•4LLGWABIF• 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCA�-E?FOR MCTUIMLRJSI�NS�SE*SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING &IVNSI ry(+L OSTIICT�7N� SIiQVO 0 S11E0 S 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HC*4LOCAjip . • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TRFATED YELLOW SOUTHERN PINE WRH AN SG OF 0. AQLUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE I MINIMUM G �S3 AA Q45" THICC��I(t18 GAUdE . STRUGTURA.L ST�.L TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS MET' SHALL E�TEt A L5S 3 SC�EV 0fHH•F?.O� BEYOND THE MATERIAL #10 & #12 ANCHORS INTO PpOUMAY �E STF&EL, -B S. '410 S•S. • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp ln9 with the Florida Dozing ode NOA-No. 17-0630.01 Expiration Date 05/26/2021 By MiamB� roduct Control 1111111 f/ a�NY LYN& No. 58705 •� S` G \� '" l�tNAL �?.. A. LV�,N �I�.i.ER, P.E. FL P.E.# 58705 TALLt 4H Mullion Capacity Table b5fR2 Opening Width (for yer6ca5y-eparinilg manors) or Opening Height (for horizor6611y spamirg mullions) 80 in 60 In 701n 80 in 901n 100 in 1201n 140 in 160 in 1 X Z.76 X Rectangular LoadUq Loading TraTyTdarq•k170. T.Prrdaq. Lmdng RecWaffu Loafing Treyl0en0, Loadrle rlaWorgl4a laadng Tm#Td n9, Laedq Rw-gWe Lmdng TrWfTd-9 Loedrq Reclugder Loadirg T p7neng. Loading Reat 014 Loedlrg TrWnla,g. Loading Wetangda, Loading T-prrdalq. Loedn9 Reda iadw Loufn9 Trm/Tnang- ladrq .660 Alum. Tub• Mullion B� a �• o^�- e . R R � �� u �2`�8 $ o a-o ¢47 oi �..r .>t•. uUou a , ��.�cipou0_ L u u u _ oo u Si u u�S In 170.0 SM 435 / 170.0 478 1T0.0 886 17C.D W6 170.0 902 170.0 510 17C.D 1114 170.0 521 170o 1240 170.0 521 170.0 1488 170.0 521 158.7 1020 170.0 521 138.8 1820 170.0 521 48 In 170.0 708 524 170.0 850 170.0 581 170.0 902 170.0 630 170.0 1133 170.1) 661 170.0 1275 170.0 677 170.0 1417 170.0 880[42.4 1417 170.0 880 121.5 1417 170.0 650 106.3 1417 170.0 660 50.6251. 170.0 747 563 110.0 ma 170.0 B31 170.0 f01S 170.0 684 170.0 1195 1700 723 162E 1286 170.0 747 146.3 1286 170.0 766 12a6 170.0 755 104.5 1236 17C.0 756 91.4 1288 170.0 758 54In 170.0 7B7 612 170.0 B58 170.0 �1 1T0.0 1116 1711.0 754 150.7 1130 170.0 803 133.8 1130 170.0 837 120.6 1130 170.0 858 1190 170.0 861 68.1 1130 170.0 861 75.3 1130 170.0 881 60n 170.0 .721 6B5 701 1485 915 182.3 7B1 f25.5 913 144.5 746 109.(I 015 1323 735 87.6 915 123A 728 87.8 915 118.5 720 Bi5 114.4 715 B2.8 915 114.4 715 54.9 015 114.4 715 63 in 151,8 830 [17 710 128.5 830 138.9 694 108.5 eM 1232 581 94.9 JIM 112.2 07U 8/.4 030 104.6 662 75.9 830 9BA 656 830 94.5 049 542 630 84.1 649 47.4 830 94.1 60 Be in 757 650 110.0 757 119.E 63fi 04.1 757 1.11 124 IQ.1 757 Ie.1 614 73.4 757 89.1 606 86.0 757 64.2 600 757 79.0 593 472 757 78.2 5B1 41.3 757 782 511 m J 72 In 101.7 838 552 84.8 036 01.0 540 72.7 638 80.1 i30 63.6 B76 72.2 521 885 636 B6.5 514 50.9 696 823 506 835 572 500 36.3 638 55.7 487 31..5 $71 408 72.1 S71 76.9 468 et. 571 67.4 479 54.1 571 80A 471 46.0 571 65.6 484 43.2 571 51.8 459 571 47.0 .1 3057i 44.8 447 27.80.0 54Z 17{ 6fi.7 542 70A 485 57.1 542 62.1 45e 60.0 542 56.7 449 44A 542 51.0 442 40.0 542 47.5 437 542 428 429 28.6 542 50.8 425 25.0 2901n 52.1 407 .1 43.4 4. 45A 353 372 407 39.8 319 32.5 407 36.3 343 25.9 407 32t 338 28.0 407 20.8 334 407 28.1 327 18.8 407 24.1 322 i6.S 407 23.0 319 98 n 42.9 358 M.1 320 35.0 358 37.2 314 10.7 358 32.4 309 28.8 355 2a8 301 Zi.6 358 28.1 300 21.5 75a 24.0 296 358 21.0 280 15.3 358 192 284 108n 3D.1 2A1 30.6 255 25.f 283 2S9 25t 21.5 283 22.5 247 18.8 263 19.8 244 16.T 283 18.0 240 15.1 283 1&5 237 111 in Z7.8 267 28.3 242 23A 267 218 230 12.6 Z07 20.6 235 17.3 267 18.7 231 15.{ 2117 18.5 226 120 in 220 229 ZL3 209 16.3 229 18.8 205 15.7 229 16.2 202 I AISLE 4t5 Anchor Capacity Table bs SW euet.: 2.1k C-rete 3.5k Cana. Hollow CMU FIRM CMU PT Wood Meal m16' Ebo 1/4- SS Eloo 5'16' Elco 1/4' SS Elco 1r10 81etl ail Steel 912 Steel AncMr Type 17C El.. tnbaoon 1/4" Elco Ulaecon ultrmon 3/16' Elaa Uaxon 1W Et. Ult- AggaGafor Uhrzc( A99reGamr &n a (05) 6aae 105) eaee (G5) Anchor Clip Patterns pstenca i' 2-171 1° 2-1/Z 3-1/6• ," 2-1/2' I' 2-iQ' Y 0.32V Edga Mk EmbMman link 134- 1 1-3/4' 1 1-314" 1-314" 7 1-1147 1.1/4^ 1.1/4' 1.114• 1-114' 1-i/4' Y 1-3/S' I Idle" �adee 2 Anclwn ®4.75' Min O.C. / StaMeni or Vela Clip (Fig. Ir MO Ibs 990Iba 45016e 6901be 1644 ba 2701ba 2801bs 354Its 740lbe 374Iba 654 Iba 946Ibe 341 Ibs M2Iha SW Ix ti201bs 4 Anchon ®1.15 Min. O.C.1 Standmd (a olmet) Cllp (FW. 2): 411 IOs 700 ba NIA WA WA WA MO lbe WA WA WA NIA WA 582. ft 8851 17201ba 4 An nma @ 3' Min O.C. / R) 235 Angq Gifu / (Fig. 3): 780Ibs 780 bs BBO 16e 1560 na tBf961bs 540 IM Ma 9n WA 760 6n 748Iba 800Iba t6B21ha 062 Iba BB5 ha 2 Anctfan @ 0.45' Min. O.C. / l/L7p, ado .125' Alum. (Fq. 4): WA WA WA WA WA N/A NIA WA WA NIA WA NIA WA 715 b 1 Arwhor/FLllp (FIO. S): 1951hs 1B51be 225 Poo 445 ba 822ba 13510a 1401M 177 Iba 3701hs i871ba 3321be 473 ba 1701bs 221 Wa 280M 2 Anchors Q 1.15' Mn. O,CJ F-Glp (Fq. SY 2401ba 35010s N/A N/A WA WA 1W I6R WA NIA WA WA WA 7A1 na 4420a S6D 0>s NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ERN AND ANCHOR VALUES AS THE STANDARD fur. ( 1 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 41V4rIVR Mwrwi.ii i (DR-) X ( ANCH MULLOORNCAP.,•,,,,,,,. = ANCHOR CAP.- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE2' TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. r SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 11-0 A • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: Ne I 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT It SCALE. FOR EACMIMENSANSI SE[ SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DI SIONAJa iiEST It �ON� SFI•bW �i•J♦ HUTS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCVION • a • • • • • • al 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND aRCtfFILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE I .Q4.5''•THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTQ AL FALL DOTE deAj LEAIR 3 SCREW-MREADSW EYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOjj WAY BE - EEL, 18-8 S.�3R 0 b 1. • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1" X 2.75' X .650" MULLION IY O PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 1111111/1// •' uGEN,pF'•. ����� No.58705 S 10 -o ATE 0 FT 'w "ONAL E?�` . ANIMILLER, P.E. FL P.E.# 58705 I AHLL OA Mullion Capacity Table 0baMt4 Oponing Width (foruertica"arrnrg rmflions) Or Opening Haight (for horizorda9y-sparring mullions) - 501n B0 in 70 in 301n 90 in 100 in 120 in 1401n 160In 1" x 3.125" X RactengrW Loadng TIOTde19- Loadng Rectangular Loadng Trap/Tdang. Loadrg RedapAer Loading TreW7dalg• Loadng RactanWW Inadng Loadngang Trap)Tdang.[170 ngulr TrgJTdalg• Loedrg Raclargular Loadng TrapTdag. Loading Raclangla Lneding TralgTrang. Loafing R dagrdar Lwdrg Trep'fdang L.oadne Rccterjlar Loadng Trw Tderlg. Loadng .600"Alum Tube Mulla B � 88 a B ci � U T11. o u Ua u f42 i0 o cTo 0 0 0 TI o � U a� B o o� rs o� �g� o in 17Do 620 170.0 435 170.0 7" 170-0 478 170.0 86a 170.0 506 170.0 0P2 1700 519 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 481n 170.0 708 170.0 524 Woo a50 170-0 584 170.0 992 170.0 630 170-0 1133 170.0 564 170.D 1275 170.0 677 170o 1417 170.0 OW 157.7 16T7 170.0 BOO 135.1 1577 170.0 WO 118.2 1677 170.0 B60 50.625In 170.0 747 170.a 663 110.0 896 170-0 831 170.0 1048 170.0 6E4 170.0 1185 170A 723 170.0 1345 170.0 747 1494 1T00 T55 141.7 1495 170.0 756 121.5 1495 170.0 756 106.3 1495 170.0 756 541, 170.0 797 170.0 812 170.0 956 170.0 Sal 170.0 111$ 170.0 754 170.0 1275 170.0 903 166.1 14ol 170.0 837 �170�O 49.5 14m 7T0.0 E56 124.6 1401 170.0 861 108.E 1/01 170A 861 93.4 1401 170.0 661 601n 170.0 WS 170.0 7011.D1063 170.0 797 158.5 11So 170.0 a76 138.7 1156 167.0 028 123.3 1158 156.5 917 11.0 i158 149.7 910 91.6 1158 1411 903 79.3 1159 144.5 803 69.4 1150 144.5 903 63a 170.0 930 170.0 745 159.8 1040 170.0 B50 137.0 104A 155.5 WD 119.6 1049 141.7 846 106.5 - 1320 836 95.9 1049 1D' 828 79.9 1049 11&3 620 68.5 1049 118.9 818 59.9 9049 11 E.9 E1B rA 89In 188.E S53 170.0 769 t39.0 -855 151.3 804 119.1 855 173.7 788 1041 955 721.4 775 826 855 112A 785 83.4 955 106.4 757 89.5 955 ee.e 740 69A B55 88.7 748 521 865 Be.7 748 c J 72h 128.6 SM 134-8 697 10T.0 11N 114.9 8C1 91.8 90] 101.1 B70 90.E 803 91.1 650 71A 803 a'a 648 61.1 803 78.6 642 57.5 am 72] eR 45.9 a01 89.8 628 40.1 E07 88.7 78 in 108.2 721 114.1 629 91.0 721 970 e16 76.0 721 aS1 605 68,3 721 76.5 595 60.7 721 7oi 686 64.6 721 0S4 579 {d.a 721 58.4 58B 30.0 721 56,8 SO4 34.1 721 56.1 fi&i 78 in 101.0 BSm M f05.4 5A9 84.2 684 BB.4 Sal 722 864 78.! 678 83.1 1 70.4 567 55.1 694 S4.4 558 505 am U.. 551 !21 684 54.1 541 39,1 884 Si.3 53H 31.8 884 BO in 65.8 514 6T.9 436 54.E 514 57.3 448 47.0 614 So- 440 41.1 514 44A 433 36.5 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 514 30.{ 4oe 20.8 514 29.050'6 M3 BBM 54.2 452 15S7 404 45.2 452 47.0 396 38.7 462 40.9 390 33.0 452 38./ MI 70.1 452 32.8 379 27.1 452 30.3 373 228 462 28.6 305 19.4 452 24.2 359 168 452 22.8 355 tml. 3&1 357 38.9 >TZ 31.7 357 32.7 317 27.2 35T 26.4 312 236 357 25.2 308 21,1 357 22.7 30J 18.0 357 20A 2B9 15A 357 18.0 293 13,8 117 18,2 287 11.0 357 15.0 283 Ill In 35.1 33E 35,E 306 28.2 376 30.1 301 25.0 338 26.1 2B6 21.8 338 23.1 282 19.5 338 20.8 288 17.5 33a 12.0 2B4 14.6 338 1a.5 178 125 338 14.8 273 11,0 338 13.8 26B 120h 27.7 29a 2B.2 263 23f 289 23.7 25A 19.6 289 20.5 786 17.3 289 18.1 252 15.4 2E8 16.9 249 17.B 289 74.9 246 11.8 199 t2.E 140 9.9 2Ea 11.4 23a E.7 269 t0A 232 I AbLt OIS Anchor Ca ad -Table bs SUOSEr 2A C-Se 3.5t Cott. Hoil-CMU FaeOCMU PT Wmd MKd &'g•Elco 114'SS FYo U WE- IIr SS01. 7110SI d 012SI-I 01281dd Anchor Clip Patterns Annul Type: 3"1W Elco ult- 1/r Etoul On Un- SWW Elco UaracW Vr EtOUmon Ag9EGaor Utecm Aggl 'dM - Sc"(W) SLrdw(C•6) Scm(G6) Edge gslarce6nL 7" 2-1/2 1• 2- 31/8' t' 2-VT 1• 2-1/2' 7 1VB" 7 048' 0.W 0,R E.Oednert d 1-314' 13"r 1-3/4' 1-Nlr r i-V4' 1-1/4' 1-1 /4' 1-V4' 1-1/4' 1-tM" 7 1-38' 19rW VrJI[e 2 AnO- ® 47W MIn O.C. / StaMatl a Olael Cop (Rg 'X390 es 390 Cc 450 he BOO line 1644 91s 770 Qe 200 b.954 I6s 7401te 374 1.684 to 94d 15a 341 Itn 442 Ns 660 Rn 4AMh=@1.15"Ntin O.C./SWMM(OrO )C119919. 2f 4B091a 700 It. NIA WA NIA N/A Sm Ita N/A WA NIA WA WA 6E2 Ta 685Im 1120 R. 4 Arc tIXa � T min O.C. / m Zx5 Algk CIIp51 �1g S): 700 05 im m 6W lbs 15M lls 1 SW W 5401Us -W R. NIA 7SO Ibb 748 1. Ben 1. 1692 9b 682 ks 66510a 11201be 3Am 0.45" Min. O.C. / Uclip, InO.125" A (Fig 4), NIA WA MIA WA NIA NIA WA WA IUA NIA WA WA WA WA 107311b m i Arcr/ FC ( 9- 5): I" 1b5 195 lbb 226Ibs 445 G1 M LEs la5105 140 US1771as 37D II9 10710s 3321Ib 4791tE 1709es 221 Irc 280 0n 2 A.Wre 0 1.1 W KmQ CJ FCBp (Rg 67 240 MS 357 IOs NIA WA NIA WA 190 I1a N/A I WA I NIA WA WA 941 RA442101 5601ta NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR HAI I tKN ANTI ANtd-IIJc FIGURE 1: FIGURE 2: FIGURE 3: 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE 6: 4NCHOR CAPACITY AWUS t MtN 1 FUKMULA: (DR ) X ( ANCHOR CAP.,,,,,,,,,,\ =ANCHOR CAP.- MULLION USE THIS FORMULA TO OBTAIN THE -ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. F-1.000'-i TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTVjND40,2,0PEr11N%WIDT�S IS �L0, AB : • 3.125' Dr 3) MULLION AND MULLION CLIPS SHOWN ARE NOi TO SCALE. JOR T E&FISl(SS, JEE:HEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DMIENS10" RWTRj^TI S N VTS21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS► • • • • • • • •• ••• •• • • • •• 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED SHALL BE PRESSURE T CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' 1" X 3.125" X.5" MUWON THICK. STEEL STUDS TO BE A MINIMUM GRADFj3&AN� jq6' THICK [0 GAUGE). STRUCTURAL STE LTO BE AT (1"VF MULLION) LEAST .125" THICK AND A36. ALL ANCHORS IWO METAL SHALL EXJFN4AT J,"T 3 SC41-iRX-EYONO THE MATERIAL. #10 & #12 ANCHORS INTO W" MAY B• STEEL, 148 S49. Olt 410 S.S. • • • • • • • • • • • • • • • • • •• • • • • • • • • • • 000 • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1n X PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date BY___ LY \ N7y�� •,� PaLICENSE No.58705 1 ATE = (V 'ONAL E�011 A. LYNNIMIh-LE�, P.E. FL P.E.# 58705 TABLE 6A ' Mullion Capacity Table (ibalilr) Opening Width (forwrUcal"parring mtlllorls) or Opening Height (for IvAzontally-sparring m1&lonls) 50 in so in 001n 901n 100 in1201n 140 In IN In 1 x4x.125 Reefargsa Lnedn9 Rep/Td•p. Laaalna0 Redanpder Loadn9 Tral✓Tdery. Loadn9 Ractangder Loadrl0 Treplihen9. Laadng Reatangdar L.oadn9 Tap/Tdarp LmmnO Restengaar 'r.W li•y. L.ped'np P-glar Lwdw Trad7Nen0, Rect.Wl. L dnB Tr*11fl n9• Raabrp lr Loedrp 7ra9Rrien& Fiectangaar Loadry Trap7Th- Laadrp Alun1-Tube A `i 2 gs p Ss b'--. a �£ Fa _ $� 6gg�� d¢� TO! E a�6d Z¢� Ea rTT FLaadrlg '- '% �s.- nL.oadln0 Vea'tt t•Loadle9 aMullion yLnadnO 42 n 170.D 620 170.0 4M 170.0 744 170.0 470 170.0 860 506 170.0 982 170.0 619 1700 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 321 145.8 1480 170.0 521 1ZTS 1439 170.0 521 48n 170.0 708 170.0 624 170.0 8W 170.0 584 170.0 891 630 170.0 1133 170.0 eel 170.0 1275 170.0 677 156.3 1303 170.0 680 130.3 1303 170.0 . 111.7 13M 170.0 B80 97.7 1303 170.0 WO W.625In 170.0 747 170.0 W3 170.0 898 170.0 631 170.0 1048 6B4 t70.0 1195 170.0T23 158.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1236 170.0 758 100.4 1235 170.0 755 67.8 12J6 170.0 756 54n 170.0 797 170.0 812 170.0 B56 170.0 691 170.0 1116 r170.0 7. I.,l 116e 170.0 803 1372 1158 1T0.0 837 173.8 1158 170.0 BS6 IM-9 1158 170.0 861 88.2 1158 170.0 861 772 1168 170.0 881 Wln 170.0 585 170.0 701 166.7 1042 170.0 797 142.9 1042 932 125A 1042 146.7 815 1112 1042 MS Wi 100.0 1042 130.2 791 834 iW2 1251 7ffi 71.3 1Wi f2S.1 7ffi 62b 1041 125.1 7ffiW In 170.0 930 170.0 745 151.T B92 153.6 818 729.E 992 798 1t34 982 1310 782 100.8 98Z 121.4 766 9Q7 9ffi 114.8 758 76.8 902 109.4 743 64.8 9ffi 10tl.0 7N 36.7882 1060 714 88@ 185.4 947 170.0 709 137.9 047 140.0 7W 718.1 947 788 103A B47 177,7 752 91.9 947 108.7 739 82.7 947 1022 7Z7 88.8 947 95.1 713 59.1 947 84.0 711 51.7 847 84.0 711 C 72 n 135.9 849 142.7 737 113.2 so 121.6 722 07.0 US 1069 708 $C9 849 96.4 898 75.6 649 88.7 686 67.9 849 02.7 676 66.6 849 - 75.3 659 48.a 849 7 -5 652 a2.6 e49 724 661 - 761n 116.5 7R 120.7 fifi5 96.3 762 1026 652 82.5 762 90.0 640 72.2 7ffi 80,9 ffi9 64.2 7ffi 74.2 6Z0 57.8 782 692 613 te.1 762 62 B 6ffi 47.3 762 60.9 597 36.1 762 59.4 598 3 F 70)n 108.9 i24 111.4 U 89.0 724 94.8 621 76.3 724 82.9 609 66.8 724 74.4 599 59A 724 68.1 591 53.4 724 W.4 583 44S 724 67.3 573 982 721 54.3 Sfi7 J3.4 724 3. 90 n 69.6 513 77.8 453 58.0 643 W.7 474 48.7 5/3 52.9 466 43.5 643 47.1 458 7e.8 547 42.6 {62 34.8 54J 3AS aw 29.0 643 34.9 436 24.8 547 321 430 21.7 643 30.7 426 8fi in 57.} !7B 58.8 427 47.8 478 49.7 419 40.9 4T8 KI2 412 35.8 478 U.S 406 31.5 478 34.8 400 29.7 478 32.0 395 23.9 478 28.1 388 20.5 478 25.6 380 17.9 478 21.2 376 108In 40.3 377 41A 341 33.6 377 34A 335 28,8 377 30.0 330 25-2 377 28.6 3M 224 377 24.0 321 ffi1 377 22.0 317 18.8 377 19.0 310 IIA 377 17.1 304 III h 37.1 357 37A 323 30.9 357 31.8 313 26.6 357 Z/.6 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 294 720n 293 306 29.8 279 24.5 31 25.1 2T4 21.0 306 21.7 270 18.3 306 192 287 16.3 306 17.3 283 144 @ 17.0 212 17.2 196 TABLE tits Anchor Caac Table ba 9ubttmte: 2.7k Camre[e 3.5k Cane ilodw CMU Filled CMU PT Wand Mxal v18' FJco 1/4' BB Eta 5'18' Elaa IA' as Eko $10 SI-I #12 Bled #12 Shlel Anchor Type 3/16' Eloo Ubww 1W Eke U70 . Ullracan 3118- Elan uhrecon 19' Eko Ubrwm AgMGator Uft- AglreGe@r San:w(G5) Sa (O5) Stne (05) Anchor Clip Patterns a11Y 7• z-t2" 3-1/8^ 1' 2-12' 1' 2-12' 2' }7/9' Y O.IB" 0.54' 0.324' Edge Dlslame fm7 Embedment 9nk t' 1,V4' 1-3/4' 1.314" 1-3M• Y 1-114' 1-114' 1-1/4' 1-1N' i-iN^ 1-1/C 2' 1-3/6' 1J/8' ledea 2 Anct 2 0 4.76' Mks O.C. / SbuWwd a OBset GIP (Flg. 182k 390 @s 390 iM 450IM 890 lbs 16441M 270 lbs 28016E 354 Be 7401ba 374 iFa B611be 9481M 3410. 4421M 5W IN 4 Anctwn 0 2.25' Mn. O.C. / 5landad (W Olhel) R" (Flp. 3k 700 R. 7001M 5801bs 1410 lbs SM U WA 5W Ibe WA 6901be WA 9W Ind N!P W21bs 8851M 1120 In, 8 Arohoo D 1.11 Mh O.C. / Standard (or Ome) Cllp (FI9. 4y. B80 @s 1400 Bat WA WA WA WA 7W Ind WA WA WA N/A WA 13631M 1T70Ind 224016E 4' nWW 0 3" Mln O.C. / (2) 2x5 Angle Clips 1(Fip. 57 780 @s 7801M 880 @a 15W TS 5895 Cs 540 @e 5W Ba WA 780 9m 74816E B W lbe iB921M 662 1M 0851M 112016E 8 Anc1Ore 0 3' MIn. O.C. / 2) 2z5 An91e Cflps / (Fo. 6)� 11701M 4170 Un 1020 Sw 2340 @5 2844 @s 8101M B401M NIA 11401M 1122 @s 13201ba 28381M 1022 Na 1321 @6 1650 @s 4 Anchors 0 0.45" MIn.O C.1 LLglp, Into .125' Aklm. (Fp. 7): WA WA WA WA WA WA WA NIA WA WA WA WA WA N/A 1430 0u 2 Anchors 0 2.25' Min. 2; FC1q LRO. 8): 350lba 350 em 290 lbs 7051bs 478 Iba N7A 280 Ibs WA 315 Sn NIA 4401bs WA 41 Ind 34111. 421M 06U Ind El 4 AncUore O.C./ F_.iPFlcqyI 1W Ibs 700 @s WA NIA WA WA SBO IRE WA WA WA WA WA 892 @s BBS Ind 1120 @a (DP„®) X (ANCHOR CAP.,,o,,,,�\ _ ANCHOR CAP.- `MULLION CAP.,,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • •• ••• • • •• • 2) LINEAR INTERPOLATION BETWEEN M:LL LENGTH$ANff1gf:0PP•NIN; WPTF: IS:LLOWABLE. • • • • • • • • • • •f • • LIPS SHOWN A NOT }}_V} RR T S E O CT I�i1 SIAS EE SHEETS 21-23. HOLES 3) MULLION AND MULLION C R= O �- •F 71 c'^tr Y TO BE DRILLED IN THE FIELD FOLLOWIN66IMEN61011AL RWWICT1ONS SOOWjt 04JWFETS 21-23. FIGURES SHOW FIGURES: FIGURE6: FIGURE7: SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHAL NF TO ASTM 90. WOOD '' SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.SS. UMI SHALL 63- o ryyD 9E A Ill U DF 125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 3.04jHICK (18 JAUE).TR CTUf2/1� STMfrEL 0 AT LEAST .125' THICK ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. AND A36. ALL ANCHORS INTO META4. S W LL E)fTEND•4T 1113 SCj2EW TjiREA�S BE Nf THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE%TEPL, 1"SS. OR 440 S.S. ••• • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • --� 1.000- �-- 4.000" 125' rxa"x.1zs� MULLION rn� PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0630.01 Expiration Date 05/26/2021 Y LYN ' No. 58705 0.� .9'ONAL A. MN MILL@k, P.E. FL P.E.# 58705 Mullion Capacity Table Ibsfft) Opening Width (for verocalty-spanning m illorl6) or Opening Height (for hadmiltakspannirg mulBons) 501n 60 in 701. 80 In eo In 100 In 120 in 140 in 1601n 7 X 4 X.376 Rectenaiat Landing Trap?rkn0. L..,Loading Rectangdar TrapRdmlD. Loading Beaten", Lowing Tiap/rriana Lnadw Rectargder Loadng T¢p/rrfan¢ Loading Redmgular Loadng TraprTn'anp. Loadng Rectangular Lowing Trw1Yf'enp. Wrong Rmtan9uler LoadN TraMtlrl0. Loadrlg Rectangular Lasting TaP/Tdang. Wadit Rectangular Loading TraprTdml9• L-drill Alum. Tube Mu9bn8l is ti ¢ T 6�¢ i s Q K Z c d ¢ d SC t3 ¢ c 5 3 Z0 L E 3 Q¢ i rS <¢ S c d ¢ Ssy < ¢ ¢ Za G4 f 421n 170.0 620 170.0 435 170.0 478 170.0 BBB 1780 506 170.0 S92 170.0 519 170,0 1116 170.0 521 1700 1240 170.0 521 170.0 148 170.0 621 110.0 In$ 170.0 521 170.0 1903 170.0 521 48 1n 170.0 708 170.0 524 170.0 104 170.o &92 170.0 m 170.0 1133 170.0 661 1709 1275 170.0 677 170.D 1417 170.0 SRO 170.0 1700 170.0 ISM 170.0 1993 170-0 add 151.8 2024 170.0 680 50.625 In 170.0 747 170.0 W3 170.0 631 170.0 1046 170.D ISM Im.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1703 170.0 756 168.0 1919 170-0 756 136.5 1919 170.0 758 54In 170.0 797 170.0 612 P170.01118 170.0 881 170.0 1116 170.0 754 170.D 1275 170.0 803 170.0 1434 170.0 937 170.0 1594 170.0 856 159.9 1799 170.0 '61 137.1 1799 170.0 "1 120.0 1799 170.0 W1 601n 170.0 885 170.0 701 170.0 797 170.0 1240 170.0 076 173.0 1417 170.0 SU 170A 1594 170.0 096 155.5 1819 170.0 1033 1206. 1619 17" 1063 111.0 1619 17C.0 1083 972 fete 170.0 lW3 631n 170.0 930 170o 7d5 170.D SM 170.0 1302 170.0 940 170.0 1488 170,0 1015 IN.7 1542 170.0 10M 141.0 1642 170.0 1122 117.5 15C 16li 1158 100.7 1542 167.8 1157 88.1 1542 1679 1157 { B6 in 170.0 974 170.0 769 770.0 11. 170.0 D03 1709 1364 170.0 1D02 160.6 1472 Von 1086 142"1 1472 168.a 1148 128.5 1472 158.8 1f30 107.1 1472 14T.8 1100 91.8 14T2 146.0 1104 80.3 1472 146.0 1104 o 72 in 770.D 10fi3 170.0 878 170.0 1275 1T0.0 1009. 150.8 7720 '188.2 1101 132a 1sZ0 119.0 1082 117.3 13m 77T.8 1066 105.8 1929 128.8 1049 e8,0 1320 117.0 ta24 75.4 1320 1128 1013 669 1320 112.5 1012 Je 76 In 17D.0 1122 1700 937 149.6 t184 159.4 1013 123.2 1184 139.9 994 1/22 1194 125.7 978 09.7 1184 115.3 BB4 89,8 1184 107.5 952 74.8 1184 97.6 935 64.1 1184 93.1 927 ..1 11N 923 B25 2 781n 18G1 11M 170.0 967 138.4 1124 147.0 90 118.6 V24 128.8 947 103.8 i12A 115.E 931 923 1124 105.8 9f6 W.0 112{ 99.5 906 f>83 T124 e9.0 81i0 59,3 1124 81.3 eat Si.B 1124 832 87a 90b 108.1 BM 111.5 750 90.1 8N 94.3 738 77.2 8M 821 724 67.6 8M 73.3 712 601 844 66.5 702 549 8M BiA 693 45A 144 54.2 678 W.6 N4 50.0 868 all 8M 47.7 662 96 in 89,1 742 91.5 663 74.2 742 T7.2 652 63.8 742 67.2 041 55.7 742 59.5 831 49.5 742 64.1 622 44.5 742 49.8 614 37.1 742 43.6 eao 31.B 742 38.8 IN 27.8 742 37.5 664 108 in 6213 586 63.9 53D 52.1 5s6 53.8 521 44.7 586 46.8 513 39.1 588 41.4 605 34.8 SW 37.3 498 31.3 BBB 34.2 492 26.1 5B8 29.6 481 22.3 588 i8.6 472 19- 688 2l.7 466 Ill In 57.8 555 588 503 48.0 555 49.5 495 412 555 42-9 d8T 36.0 F45 38.0 480 32.0 556 342 473 25.6 BM 31.3 N7 24.0 535 27.1 457 20.6 111 243 .8 18.0 5W 22.4 442 1201n 45.8 475 46.4 433 38.0 475 39.0 426 316 475 -7 420 Za.S 475 29.6 4t4 25.3 !75 28.6 4D9 Z28 475 24.5 404 19.0 475 21.1 395 16.3 475 110 347 14.3 475 17.2 381 IAA In 26.4 330 20.7 305 220 330 224 301 18.9 330 19.3 297 16.5 330 17.0 293 Anehor CapaM Table Ibs Substrate;kl-V/4' 2.7t Comrste 3.% C� Ho1kw CMU Filled CM PT Wood Mete) Anchor Clip Patterns Anchor Type'p Ulbacon t/4' Eke UIIf00M Sltfi"Eko Nbacan 3178' Eko Ulaacon i/4' Eko llaaem 11r 55 Ekp AppreGakr 9/16"Elco l8bacal IWSSEko ApgreGebr 110Ste" $Ca1w (G5) C26teN Screw (GS) #125teel Scn3W (05) Edo. Gslance(n) 2-tr2' 3.118" 1' 2-1/2' 1' 2-1!Y Y 346' 2' 0.4W 0.54" 0.324' Emhedmem(nk 1dr4" 1J/4' 1-L4" Y 1-V4' i-1/!" i-1/4• 1-114' 1-114' 1-1/4- 2' 1-3/8" 1-31ir series 2 ArM- ® 4.75" Min. O.C. / Stenderd u Offset Clip (R0. 1&2) 3901bs 460 lbs 8901ba 1644 Ibe Zi0 be 290 Ibs 3N Iles 740Ibe 3741ts 664 Its 9441bs 341 Ibs 4421W 560 Ib4 Awn= 412. Y Min. O.G. / Sbndedi (or Olkel) Gip FW. 3) 7001. 1410Ibe 9521be N/A 580lbs WA 830 M WA sm I. WA6B2Ibe BBS Ibe 1120 bs8AWh-- • 1.1T Min_ O.G. / Slendad (or Call CBp (F'fp. 4) 1400 lbsWA WA N/A 760lbs WA WA WA WA WA 1383 bs 17TOIbs Z240 be 4 AIW-a3- Min.00. I(2) Zs5 An& Gips I(Fig. S)7306e 780IW 1560Its 18fi51be 5401bs 560lbs WA 7WIts 7481be 8801be 1892Ibe 682 lbe 8851be t1206e 6 Amho s 1D 3- M r, O.C. ! f212cJ laalM Gips / (Flp. eI 1170 Its 1170 Its MIWA M401b6 2N4 bs S10 Ibs 8401bs WA itW Its 1122 ba 13201be 28381bs 1022 Poe 1327 Ibs low be 4 Ancllom C 0.45•Mln. O.C. I U.Gip, Inlo .125ANm. (Fig. 7) WA WA WAWA WA WA WA WA WA N/A WA WA N/A 14306a2 A.WM C 225'Min. O,C7 F-CBp (Fig. 6) 350 gx 350 U. 7D51ba 475 ke WA 280 bs N/A 315 lbs WA MO lba WA 347 Bsa N21bs 660Ibe 4 Amboo C 1.15' Mn. O.C1 FLBp (R0. 9I 480 be 7001bsWA I N/A 1N/A 3801be WA WA WA NIA WA 682 be 885 fOs 11201bs NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARU CLIP. 41a1rt V R -,A'. I T A., Va I Mc,a I -- (DP_) X ( ANCHOR CAP.,,e,,, ) _ ANCHOR CAP. - `MULLION CAP.,,„,,,,,,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS_ 2) LINEAR INTERPOLATION BETWEEN MVU LENGTHS ArI D/MR 4EINYNG y/ID:-IS $ AI j01/'ABLE. • • • • • • 3) MULLION AND MULLION CLIPS SHOWN AR! NOT TOIALE, F4R EMAC• 0103NIIIONSA BEE SHEETS 21.23. HOLES TO BE DRILLED IN T��iiF.� D FO@LOMNG1bIMENSR'7NAL RMSTRICTONS SHOWN ON SHEETS 21-23. FIGURES SH01'PSUGGESU, APPR(IMMAA HOLE LCtAT"S. FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHEIMWIN• Will AN SG (OF 0.55, A►UM INUM SWL BE • 8063-T5 AND BE A MINIMUM OF .125 w-HICK. STEEL STUDS MO BE A IMNINUM GRAIDE IBAWD .00" THICK (1 B GAUGE). STRUCTURAL ST L•r BE A•••••�,,,,, 'L'',,,,,.E..,,,,,AST AV TWICRAND A36. AL! AWI-Kil • INTO METAL SHALL EXTEND AT LEAS 3 S REW�E/S)S r-Y(:d0 jA nv4TERi �L 1 & 2 ANCHORS INTO WOOD MAY BE STEEL, �• S.S. 410 S.S. • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 M PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By _ air-'• LIGENSF'. ��� i� * No. 58705 _3•, 7 ,O�•. SATE F /0 e 3 /A, LWNN MV4hE0, P.E. FL P.E.# 58705 TARI F AA Mullion Capacity Table Ibse Opening Width (for vadlmi"par9dng mtllons) or Opening Height (ror hodalyda"pervurlg mullons) 501n so In To In so in 901. 10D In 1201n 1101n 160 n 126" x R-t n•sar L.dn9 TM pill- Loadng Rea 1dar. L _inu T P/Tdang. Lman9 RecMngular Lo.*v Tepllnn.9. Lowing Reetanguar LOadny T-P/Triene. toeing RsetwoAw Loading TmprTdang. Leadn9 Reetanauu Loading TmplTAang. Lowing ReetergLdw Loading RaIgInIang. Loadng Reetarlg.1. Lwd.g Trap/Trieng. Lmdinv Rectangular Loadln9 Trapl7rlana Landry 3.188" x .265"Alum 7ulre Mull fig 1� a. m", °$ do a: fig• fi�g �c ^ 3rc i, fi� 2i �o9C a ts$ £ g g fi� �oay 88 gI £ y S€v Sorc •, kg £ ze & dice £ y zr;rc £' 8 £ 8 3� d`04 o' se: d¢ s dice d So do- F 8� fie�� 55 Pe £ dr t g �o e 88 da: a 8 E� x r fl a a� £ a 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 80 170.0 506 170.0 902 170.0 519 170.D 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 151.6 1769 170.0 521 481n 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 110.o 1Z75 1702 6T1 170.0 1417 IM.0 680 154.8 15/8 170.0 WO 1327 I 170.0 680 116.1 150 170.0 680 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 I= 1700 684 170.0 1105 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 758 13112 1168 170.0 756 1193 1468 170.0 756 104.4 1488 170.0 758 54 in 170.0 791 170.0 612 170.0 956 170.0 691 170A /118 170.0 764 170.0 1275 170.0 W3 163.1 1376 170.0 837 148.0 1376 170.0 856 1223 1376 170.0 ffi7 104.8 1376 170.0 581 91.7 1376 170.0 861 60In 170.0 855 170.0 701 170.0 1063 170.0 797 158.9 115E 170.0 an 139.0 1158 1 77.4 930 1..6 1156 Isa.8 919 1112 1153 IM.0 012 92.7 1158 144.8 005 79.4 1158 144.8 005 69.5 1158 144.E 9W 631n 170.0 930 170.0 745 160A 1061 170.0 660 137.2 1051 155.9 862 120.1 1051 142.0 80 106.7 1051 132.3 837 96.1 1051 125.7 930 80.1 1051 119.5 a22 88.6 1051 110.1 $21 60.0 1051 119.1 821 5o B61n 167.1 967 170.0 789[45.3 957 151.E 605 119.E 957 139.0 780 704.1 957 121.E 777 92.8 957 112.E 76] 83.6 957 7085 759 89.6 857 100.0 750 69.7 857 96.8 748 52.2 957 8s.9 746 G m 721n 128.7 a04 1352 698 804 1152 684 91.9 804 101.3 671 80.4 804 01.4 6fi0 71.5 804 64.1 650 64.4 804 78.5 643 53.8 804 7Z3 633 ".0 804 62A 629 40.2 am 09.8 us 761n 109.4 722 114A 630 722 972 618 782 722 06.3 808 68.4 722 76.7 69E 80.8 722 70.3 588 64.7 722 65.5 580 45.9 722 68.5 570 >8.1 722 56.7 565 3f2 722 662 564 a '� 761. 101.2 b65 105.E 600 885 89.6 566 7Z3 685 ]a5 57T 633 fief 70.5 386 fi82 883 04.5 560 50.6 685 60.1 553 422 886 64.3 643 36.2 685 61.t 537 31.8 695 50.7 S36 80In BSA 515 -A -1 515 -a 449 Ill 515 50.1 µ1 11.2 515 44.7 4. ..8 511 ..8 421 33.0 615 17.4 422 27.5 515 33.1 411 ..11 515 30.5 1- 20.8 515 29.1 40/ 961n 54.3 453 55.8 404 453 47.1 397 30.6 453 41.0 391 33.9 453 36.4 386 302 453 33.0 379 272 453 30.4 374 22A 4S3 28.fi 366 19./ 453 24.J JBO 17.0 ISJ 229 366 1Oeln 38A 358 39.0 $23 31.8 356 32.8 318 27.2 356 28.4 313 23.8 358 25.2 306 212 358 22.7 304 19.1 358 20.8 300 15.9 358 18.0 i93 111 in 35.1 338 3Ss 336 30.1 301 25.1 338 26.1 297 22.0 336 23.2 293 19.5 338 20.9 289 17.8 338 IDA 285 1201n Z78 290 28.3 T0629.3 290 23.8 260 10.9 290 20.5 2M 17.4 2B0 182 253 15.4 29C 16.4 249 144 H /6.1 201 16.3 TARI F AR Anchor Capacity Table 91s) sulstrna Zik Cnncrtte 85t CO HMma C"u 1lRedCMU PTWnX Mda AnchorClip Patternsunns. Anchor Type N16'FJco Unison UQ•FJco UIIsaC0f1 5'16'EIcO 3.1G'El Unrd011 7/P ,to UM cn V4`SS BCO AgyeGaor 5'16• Bc0 III— 11,C SS Eko AggreGaa 610 Sled SC (LS)scrwpa) 41,1251ee1 A1231191 sawIG5) EOga DStarcB Qnj V 2-V7 1" 2-V7 SVS' 1' 2-VT 1' 2-V2' T 3.1/8' 2- 0.48• 0.5e 0.3'4" F1n0ed11e8 1314' I9x 1S14" 1J'4' 2' 1-110 i-1/4' 1-1/4- 1-VC 1414' i,w 7 1�B' 13B" se(ea 2 An[hn a 479 Min O.0 / Staldaid a' 09Set On IR9 1Y 39D IDS 393Ire 450 Ibs a90In4 1B44Ittt 270 9x 280 is 354 Its 7401bS 3741ba 6641bS 946 9s 341 IOs 4421ta Sfi0 4 ArcnvS®115•MIa O.0 /StmrYN (Or Met) Cap (Fi921: 48D 1In 7W1. NIA WA WA NIA 3801s N/A WA N/A WA WA 68210s 8858s 1140 Its 4 AMIGn 0 3' Min. 0 C. / C2) 2c3 Argk CNq / (fl¢ 3) 7BO Itn 780 tb 6B0 Be 15tP Ns 1fS 8s Wan 5M Ce NIA 7W N6 748 Ibn BMW m6 1892I s 6821b3 8B5 Os 112D ft 4 Arcton®0.45•Min. O.C. ULBP. Irdo.126"Anxn(Fl44% NIA WA NIA WA WA WA WA N/A WA NIA NIA WA NIA WA t430 Ltd 1 Afen9r/ FLIP 099. R 195 W 195 ba 2251ba 4451oa 822 Us 135 Os 14011 1771D3 3701hs 187 Us 332 Us 47S Its 17D Sri 221 Ina 250 is 2 An— 1 15' Min O.CJ F-01P IfIg. Sy. 2M M 350 8B NIA WA N/A WA loo is NIA N/A RA NIA WA 341838 442 9s 560 is NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS 1 HL S FIGURE 1: FIGURE 2: • • ANGLE FIGURE 3: CUP MUST • • • • BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 8: UUP. (DP-) X MULLION CAP. ,"u� -ANCHOR CAP.- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • • • • 3) MULLION AND MULLION CLIPS IHOWN ARE IRDT 4'O SALE. FOR EVAC6 DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRIL IN TH LD FOLeLOANORDINIENSIONIC RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURE IOW � GE:TE:, AIrR&IM�AfIQLE LOCATIONS. • • • • • •� 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SP9CIFICATIOAS. RdLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF 125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRC�dRACEtIIEL TO BE AT LEASP.I25" THICK AND A361a4LL ANCHORS INTO METAL SHA ©(TEND T LEAST 3•6TREADS 13LWONOD TIE MATERIAL #10 8 #12 ANCHORS INTO WWO 61AY BF STEFJ,, 148 q. Apo S.1. • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W W S to Ln PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami -Da roductContra] 13111111111 //// No. 58705 • � - - 7t =0'• i:C�n �'•:c�ORIDP•. •'� ���� oNA1111 L ENG A. LYNN MILLER, P.E. FL P.E.# 58705 Opening Width (farvertical"panning mullions) or Opening Heigh ntally-tpanning rialillons) M1 Im wrMMMIMIM M IMIM m�mmomm®�mm�m m�m=meo®mmmmmmmmmmmmmmmm m®mmsmmom®' ' mmmm�mmmm mmmmmmmmmm mmm�mmmmmmmm�Qum mmmmmmmmmmmmmmmmm�mmm r�me�®rl�mmmommm maam mmmmmommmm �mmmmmmmmmmm®m mmmmmmmmmmmmmm®®®mmmmm ME ®®�m mmmm ®mm ®mmm ��WAXmILA S"Faa ��®w��m m��mmmmm®=m®�-�- mmmmmo®m®mmommmmmmmmmmm=mommmmmmmmmm TABLE 98 Anchor Ga aclty Table Ibs) Subalrete: 2.7k cbrwrete 3.5k Cmc. HotloW CMU F91ed CMU pT� Metes yig. pop 1/4' 3S Elm '916' Etc, 1/4" SS Ebro a10 Sleet #12 8" a12 Steel A.ha Type: 3/16' E1ao Ult.—I.- Elca U111sa4n URleaun 3/1C Elm UIImcOn U4" III..U9acon AppreG &W Ueetm b AppRGalor Se w (GS) S—IG" SnreW (G]) Anchor Clip Patterns Dirt— 1' 2-1/2' 1' 2-tlY 3-Ile" 1' 2-112' i" &12' Y 3-lAr Y 0.40" 0.54" 0.324° Edae MY Embedm4nl llnF 1�/4- 1�4' 1-3/4' 1-314 Y 1-1/4" 1-114" 1-1/4' 1-1/4' 1-1/4' 1-I/4• Y 13/0" 1�B' larks 2Tv o4.7wmh O.C.) 01•ndard a Off"! clip(Ft0. 1k 390 ma 3001bs 450 •e 0901be 16141W 27010e 200Ibs 3540x 740lb. 37416e 664 lb. 948IW 341 M. 442lbe 58016s 4 Anchoa 0 1.15" Mln O.C. / Statderd (0r 09ee) GIp (Fig. 23 480 he 700 Iba WA WA NIA WA 300 The WA N/A NIA WA WA 882 lb. 8851ba 11201. { Arobars ®T Mla O.C. / m Apple Glpe / (FIO. 3i 780 ba 780 Ibs SW Ibs 1580 @e 189816e 640 9u SW lb. WA 760 01s 740 Ibs w Iba 1892lbs 602 ba B05lba 112011s io 3 AroBon ®0.5/' Mtn D.C. ! U-G1p, hto .100"Alum. (FI9. 4F N/A WA WA WA WA WA WA WA N/A NIA N/A WA NIA NIA 050 Ibs 1A ha/ Fall, (Fig, 6I 195" 195 as 2251be 445 @e 82216s 135 tre 1/O lhs 17T I5s 3701be 107 Ibe 332 Iba 4731. 170Ns al Ibe 280Ibs 2 A--- - ----- --MTR O.C./ FClip (FIO• eY 240 he 3501bs by NIA WA WA 1901ba WA NIA N/A N/A WA 941 •e N21bf 5801ba FIGURE 1: FIGURE 2: FIGURE & FIGURE4: FIGURE&, �66 ANGLE CLIP MUST • BE USED IN PAIRS. FIGURE 6: • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHO Af E Ne'I*M SOALLVFOR AKACTOIMGNSIO"SEE SHEETS 21-23. HOLES TO BE DRILLED I THE FIELD OLLUWIFIG SIMENSI(RJAI•REarRICTIONS SHOWN ON SHEETS 21-23. FIGURES S Off/ SUGGE 'ED•AQtO jMA:E FrL0 E4LOaKTIONS. 4) SUBSTRATES: CONCRETE SHALL C011W ORM JO.41 301 jitClAr. 104. LLQN�AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G W SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF AOW THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURR4 �TE L�T 8E AT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTJNID AT L 3 SCR 4#T REAAS BEYOND 111E MATBRIAL #10 & #12 ANCHORS INTO WOOD W4 BE STElFL, 1&8 S.y 01410.0 • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (DP„) X ( ANCR CAP.,_,` _ANCHOR CAP.— \ MHOULLION CAP.,,,,,, / USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1.260" 3.250" .100' 1.25" X 325" X .100" MULLION FOR FIELD -MULLED UNITS 1 -1.250"-1 3.250' 100° 1.25' X 3.25" X .100" MULLION FOR FACTORY -MULLED UNITS PRODUCT REVISED as compryln with the Florida Bulldiny Code NOA-No. 17-0630.01 Expiration Dat•.05/26/2021 s 1111111))//, No.5B705 —�O '• ATE F� �. �� ORION TONAL A. LYNLLE(I2, P.E. FL P. 58705 ,. Mullion Capacity Table Ob-fle) opening Width (forveffical"pardinorntAlions) or Opening Height (forhorizorbil"Panning MUIDOM) M. m•mm�m�mmm�mmmm®�m�mmmQm®������® '' �®m��mm N Comm l� mwmm wmmmm�m©mmwmmmmmm®mm mm®mmmm mmmm®mmmmmmmmmm®mlmmmmmmm mmmmmmmm®mmm®mmm mmw wmm------------------------ I AtlLt IUtl Anchor CepaWty Table (Iba) 3uDslrala 2.7kC-4- 36k=. NdWW MU Filled CMU PTW000 Mda Y76"Elco 1M^SS EIco 6'16'FJco 1/r ss Elco tl106ted #12SIed #1291ee1 Am ha Type 3'16'Bcb UUam W4-ESoUlbacon UA�aCbn 8'19EIco Utfdcal 1/4"E 01.11dcbn A99�'8tof UH2cn AgpleGala SCnns (Ca5) SC,M(GW) SCNs1'(G5) ADChOf Cllp Pettema Edga Dsfarce pn' 1' 2.1fr 1" 2-1/7 3-UB' 1' 2-W2• 1" 2-t/Z' 7 3-110' 2' 0,49" 0.5r 0.32r Embedne0( A' 1a/4" 1.'Nr I-W4' 1�4 Y 1-1/4' 7-1/4" 1-1/4' 1-1/r 1.1/4" 1-1/r 2 1-3'6• vvir vaua 2 AnttUn 4.7Y MIn O.C./ SlanOatl or Ousel cep (f79. 1) 300 An 99016s 45011s 89010a 76M Ibs 270 Ds 280Im 364 ros NOR.374 IDs 664 me 94611s 341 IN4/2 0x 560 Iba A Ancho's ®1.15' MIrt O.G / Siabale (af past) CAp (fig. 2J 480Ibs 70D UA WA WA NIA N/A 380Ite NIA WA tt/A WA WA 6821bs am 0e 172D IDs 4Alclnn N ? MIn. O,C. / (l) D[S Angle pips l (ap. 3J 790 Ibs 780 iM 660101 15601M 1806IDs 640 cs 56D ES N/A 7601M 748 IDs BBO Ibs 1892 AB 6821D2 885 1ba 772D IM 3ArcDws ®O.Sr Mit O.C. / u.CAp, Into .tom Alum (Fh. A) NIA N/A N7A WA WA NIA WA NIA NIA NIA WA WA NIA WA 9501M 1 Arc Aof/ fLllp (Flp. 5)' iB5 01s 195 ®f 715165 4-06 Aa 822 IDa 133 Ds 14023 177 Ibs 3701M 187 Ibs 3321Ds 473 IDs 17016s 221 � 2S0 Ite 2 MCInR Q 1MY Min O.C./ FLAP (R9� er 240 ®s 350 An WA NIA NIA NIA loot. N/A N/A NIA WA WA 941 IDs 4421� !SO ID4 FIGURE 1: FIGURE?' 3) MULLION AND MULLION CUPS SHOWN L•Nb" 1L}S1tALIP. FOR EXACT OIWNWNS, t5W ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN T E FIELD FO LOVf11NG4bIM@ISMNA•. R�TRiCTIONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHO VGGEST� APZ'RgOM� E �OL�L.:ATIO:S. • • BE USED • • •• g e� • IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONF46WA TO V44ii SP ICtCr RS. L W D GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AS M G O SMALL FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF ,100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND • .045" THICK (18 GAUGE). STRUCTURAL' LT AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTENQ EA 3 CREW Ilk FADS REYOND THE INATERIAL • #10 8 #12 ANCHORS INTO WOOD MAY49Fj STEEL4" S.S. 0 41: S.1 • • • • • • • • • • • • • • • • FIGURE 3: FIGURE4: FIGURE 5: M TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ••• • • • • er • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A1N1-f1U11 I.XYX I 1 X (DP_) X (�CHOR CAP.,",,,,,"„\ _ ANCHOR CAP."„ MULLION CAP.,",",,,,,,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1.25' X 3.25'X .624' 1.25' X 3.25• X .624" MULLION FOR MULLION FOR FIELD -MULLED UNITS FACTORY -MULLED UNITS ° z � z o w L w oa a CalM LU F_ w z V) m 2 N Z co 14_61 �O PRODUCT REVISED as compsyingwith the Florida Bullding Code NOA-No. 17-0630.01 expiration Date QS/26/2021 *. . No. 58705 off•.• STA`(V: F ''•F�ORIDP. •''. ���� /AMILLER, 1 N: A. LYNN P.E. FL P.E.# 58705 MIMIMM C3 mmmmm mmm :. mmm w w m®®mlimmm m�m mmmmlmmmmm m m mm mmmm mmmm m®®m mmmm mm®�®m®mm®mmmm mmmm. mmmlmm. mmm®mm�mmQ��mmmmm mimmm mmmmmm®m �mmmmmmmmm®mmimmm® mmmmmmmm;mm®mmmmm ®mm�®m®mmmmmmm®mmm®mmm®mmmmmQmmmmmmmm m mmmm mmmm ®mmm ®mmm �mmmmmmm mmmm mmmm .Mm�m�m®�mmm=®��o®mom®mmmmmmm��m��mmmm m♦m®®mm®�mm®mm®Emu m m®mmm mmmmmmmmmmm TABLE116 AnchorCapachy Table (Iha) sums m 2-7k Corclde 3.5k C- Holat CMU FYIEO CMU F W xz Mda 91 C EIcO 1/4' SS E" 5116" Eko i/P 55 6c0 Y70 Steel 4H2 SteU` tfl2 Sted Clip Pattema e: Anclwr Type 3'Etco Lrk- I 114. Fko Un_. Utb�.m 3'16' E1eo UIMM t!4' EI[DUlM— /�¢eGaOf UItrMOI AgD1eGffiR 3—(G5) Scrw (OS) 9[nAP (G5) Anchor 7^ 2-Vz t' 2-VT 3tlS' t• 2.17 t' 2-VT T 31R" 2 0.48' 0,54' 0.324" Eoge Dslarce(InY EnbednetAn t34" tS4' 1S(4' 1Yr z tV4' t-1/4' t-V4' 1-1/4' t-14 �124 2 Ancipts ®475' MIn O.C. / StardmM x Olkel CIIP (Ra U 3 05 920 ke 45D IM 8901t11 16 4Ibs 270105 2e010± i5/ Ws 740IM 37410s 664 ®s 946 IDS 341 Ibs 4421. %0 s 4 Arcbm 4D 1.15" Min. O.C. / StaWaN (v Of6e1)Cllp (R n 4 hs 700 M NIA N'A NIA N!A 3e71� NIA WA N/A WA S821In 885 Im il20 Ihs 4ArcInrs � 3" MR, O.C. I(P4215 Atgle CRp F%3j 780M 7B0 I6s 6501bs 156D IbS ta961b9 64DIbs 56010± NIA 760Ibs 748 Ibs BaO the 92 79�1ts 6B21Ds BB510e 112010s 4Arc Mrs ®0.5d' Mm. O.C. / U� P.Into .100' Alum (rig. 4) N/A WA N/A WA N/A NIA WA WA WA NIA WA WA NIA WA 12671ts 1 Arc bDt I FLep (R6 ST 195 ®9 ID5 7751W Ld5 Ilb B221M 136 B>9 1101be 17T Ws 97011e 187 a)s 3921hs 479 R. 1701D5 221 Re 2E0 I� 2 AnCnoo ®1.15- NBx O.CI FCIp 1F1g. 6j 1 240 hs 35014+ NIA WA NIA NIA 1p0 ib WA WA NIA WA WA 341 Ibs dd2 0a 500 16+ FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4'. FIGURE 5: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 8: ANl"UK I.AY —THW eJ.—.--- (DP_ ) X (ANCHOR CAP. r,,,.•„� _ ANCHOR CAP.,,,, \MULLION CAP.,,,,,,,•„ USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •• ••• • • • • • • 3) MULLION AND MULLION CLIPS OWN ARE ROTdro ZALIE. FOR 9WCi DItVMIIONS, SEE SHEETS 21.23. HOLES TO BE DRII I IN TH ArLD IOt! OW NGIDIMENWN.VL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGUREFEiOW G�TEr1 A'PRWIMA'EVOLE VOCATIONS. • • • • •• ••• • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AM �01 SPECIFICATK�IS. *iOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .910, THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). ST Wd;G �RAE L TO BE►iT LEAS0.125" THICK"D A36*ALL ANCHORS INTO METAL SHAI j JXfEND T LEAST ISCRE^HF&ADS BWOIO THE k*TER1AL #10 8 #12 ANCHORS INTO WOOD+AAY EW STEF•L., 11-8IS. d�.10 S.S. • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 125- X 3.94' X .624• MULLION PRODUCT REVISED as complying with the Florida Belding Code NOA-No. 17-0630.01 Expiration Date By / `ANY LYNN �.,. �.t. .' UICENSF'• ����� * No.58705 -0 ATE S G, ' `S70NAL e ` A t'VNNNI"lE P.E. FL P.E.# 58705 TABLEI2A • Mullion Capacity Table beAtz Opening Width (torvetcally-sparalirg mllflons) or Opening Height (for Ilodzwtaly-spanrllrg mullons 50 it 601n 70 M so in BON 100 In 120 fn 1401n 1601n 214 25 RedanOolx L^ d'g hapTietg. Lo dng Rndanplar Lending TtapRNanp. Landing Rectanpllx Loads g Trap/11H.M. L-4gv R.clergdv L-Wpg Tr4prldan9. Lwdn9 Ratanlpdx Lo. LV 7rap/Tde1g. Coxing Reetsgd.1 LoednN Tnp(Td.V. Load R.A.9.1x Loadht9 Trap'Tdan9• LOadng Ractan9Jx Loadn9 TraplTheng Loedn9 Rectan9ulx Loadn9 hLoeftq. Loadnp X Alum. Tube g E .A' PgE _L t $a 3 £ � ISe �a� Tm 8 d §g 5� 88 8� s��f� f���. �rc a S . 8� S g a F a ag9 cg 1 8 q 7 f a 8 '8 �'Mu4lon I 5 i� a k8,3 da 3 1 11 4211 170o 620 170.0 435 170,0 7µ 170.0 478 17o.0 ass 170.0 506 170.0 292 170.0 619 170.D 1116 170.0 521 1TD.0 1240 170.0 521 1700 148a 170.0 321 1711.0 1- 170.0 521 170.0 19W 170.0 621 481n 170.0 708 /70.0 524 170,0 B50 170,0 6B1 170.0 982 170.g 830 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 Sao 170.0 1700 170.0 680 170A 1983 170.0 N0 170.0 2267 17D.0 680 30.8251n 1771,0 747 1]0.0 563 170A 898 170.0 B31 170.0 1018 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0' 747 170.0 1404 170A 758 170.0 1793 170.0 756 170.0 2m2 17D.0 756 170.0 2391 17(LO 75H 54 in 170.0 797 170.0 612 1T0.0 95fi 170.0 6B1 170.0 1118 170.0 754 170,0 Iva 170.0 803 170.0 1434 /7D.0 837 170.0 1894 170.0 65B 173.0 1913 170.0 881 170.0 2231 170.0 861 1)0.0 2950 170A 'ffif 601n 170.0 885 1T0.0 701 170.0 1063 170.0 797 170.0 1240 M. 87H 170,0 1417 170.0 9µ 170.0 1594 170o 896 170.0 1771 170.0 1D33 170.D 2125 170.0 1063 170.0 2479 170.0 1083 160.8 2680 170.0 1063 63 h 70.0 930 170.0 745 17D.0 1116 170.0 860 170e 1302 170.0 940 170.0 1488 170.0 7015 170.0 ifi73 170.0 1078 170.0 1959 170.0 1122 0 7231 70.0 1180 188-7 2553 170.0 1171 1a5.9 25H7 170.0 1171 t n 170.0 W4 170.0 T89 770,0 11B9 170.0 903 170.0 1389 170.0 7002 170.0 155e t70.0 1086 170.0 1753 170.0 1155 170.0 194a 170.0 1210 170.0 2338 t7oA 1275 151.9 2437 170.0 1286 132.9 2437 110.0 12H6 RN 170.0 1063 170.0 678 170.0 12T5 17&0 Jogs 170.0 1488 170.0 1126 t70.0 1700 170.0 I228 1700 1913 .1o0 1315 170.0 2125 170,0 13B7 145.8 21µ 170.0 1488 124.8 2184 170.0 1529 1092 2184 170.0 1530 J 715h 170.0 1122 170.0 937 170.0 1318 170.0 1060 170.0 1570 170.0 1209 170.0 1794 170.0 1322 166.1 1960 170.0 1421 148.E 1960 170.0 iW5[43.1 19BD 161.E 1548 1116.i 1860 154,0 1535 8Z8 1980 152.7 1531 a 7a in 170.0 7151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1642 170.0 1369 15Z7 1061 170.0 1474 137.4 1861 163.1 15M IWI 147.3 1473 94.2 1561 139.E 1459 85A 1681 137.6 1451 901n 1 00.0 1328 1 00.0 11µ 149.1 1398 1`A.0 1218 1--. 1308 1T0 1198 711.8 13B8 121.5 1178 99.4 1308 110.2 1162 69.5 1198 101.6 1747 1388 89.8 1t22 63.9 1398 827 1105 559 1396 78.B 1098 96n 147.4 1229 151.5 1D98 122.9 /229 127.8 1079 1053 1229 111.2 1061 621 1229 08.0 10µ 81.9 1229 89.6 1029 73.7 t2M 824 1016 1229 721 993 52.7 1229 65.8 977 48.1 1229 62.1 IDS k, 103.E 871 /05.0 877 86.3 977 89.0 582 74.0 977 77.2 lids 64.7 971 68.a 937 67.5 971 61.8 $25 51.8 971 56.5 M6 971 49.0 796 37.0 971 µ.0 782 J24 971 40.8 1111rn 95.4 919 97.3 832 79.5 819 81.9 619 6H.1 919 70.8 BO6 59. 119 62B 794 53.11 019 58.7 734 47.7 919 Ste 774 919 µ.8 758 34.191g 40.T 712 29.8 979 J7.1 E 786 768 718629 786 6/.5 705 53.9 786 55.8 695 47.2 766 494 606 41.8 7H8 µ.4 677 37.7 7H6 40.5 668 7S6 34.9 -3 27.0 786 31.0 641 23.15 7W 28.4 lµin 477 546 µ2 504 3fi.4 546 311.1 4g8 ]7.2 646 31.0 481 27.3 546 28.2 484 2{.3 H46 26.3 479 21.8 548 22B 474 182 546 19.5 464 15.8 546 17.1 465 1J.7 546 15.5 TABLE 12B Anchor C apactty Tabl• (Iba 1 S03111W 2.7k COrcIHe 3.5k C0m HdIo. CMU FIOad CMU PTWDod Mafia y18•EIW 1/4"SSErco 5'16'Ek:o 1/4"SSSc0 4/0"" 812Stee1 M1257e-1 Pattem8 AlxNor lype: 9/i6"EIco URrecm L4'F-11 dcOn umon 3'tE Elt011Rlsm b4'EItO UDacon AggreO._or URMW AggitGa0r Sc (W) SC-(G5) Scrav(C.5) AncharC9p 1' 2.82' 1" 2-I/2" 3118" 1' 2-V7 1" 2-1/2' 2 31/8" 2' 0.48" 0.5 r D.324" Ed9B Dslarca (lnt FJn�d11e80ny said^ 13'4' 13l4' 13'4• 2' 1-1/4"i-1/6" t-1/4' i-ll4' 1-1/d' 2• 13'6' 1.'48' `2de5 2 Amnon 0 4.777' Min O.C. I S1eda0 xOitset CUP tFlg 1&2): 390 "ut3901W 450 7Ds 000 De 1614 Ib9 270IM 2911ba 35d es 740IGs 3]d la 664 Rn WS DS 341 Ws 442 fitsID4 6W IDS 1485 Im 1424 b5 N7A 560 Ds N/A M511n N1A S60Ibs WA 682an 886 lb+ 112D ImIDs N!A WA 70.5 t6 NIA 7991b9 NIA WA NIA10221D1 1327101 i68o lbs Arcldl®YMIn. O.C.f (1a 2t5 Angle Cops/iF1g 5t 700It. 680 19ai Ds D40 560 D8 N/A 760106 7481M SAD1h5 1892 Ds 682Ds 885510a 1t20 IM6rc non ®3' Min. O.C. 112) 215Argle Clips / (F7g 87 1170 Ds 10201bs 2340 Dt 2544 bs Si 840 8n NIA 1140 MS 1122In 132710st02210s3Al to 01.34'Min. O. C./UCIIp, 11 .125'Akan Pit 7JNIA NIA NIA WA NIA WA NIAWA WA WA NIA NIA WA 107'S6An[r019(Z10.WMIn.O.C./ULllp•Inio.t2YlWni.(Fg.St N/A NIA NIA N/A N/A WA NIA WA N!A WA W/212 AIY.3 0 268^ MIn 0 C.I FCNp (Flg 8t 370 Ds 3151Ds 749 to 71215s N/A 2BO W N/A 3da iba NIA 440 Ds WA 341 Ds 442 0a 550 3Arclm a 1 71' Mln. 0.C.1 F-00 (fig. Im 443 Ds 525 b S79 IDs 973 w6 N/A N/A 9531bs NIA sae IF. WA WA NM fi111D8 6641D1 81D 8n NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PA I I ERN ANO P'Numurc iALUEG AS 1 nc o T A,.D-' "". Q� CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE2: FIGURE 3: FIGURE4: FIGURE 5: FI FIGURE 7: FIGURE 8: FIGURE 9: FIGUREIQ: ANGLE CLIP FF�• (FIGURES MUST BE USED M- IN PAIRS. r5rvunurc a.sv.v�111 w.r (OP-) X _ANCHOR CAP- .L. CAP.,,,,,,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • 000 • • • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING W04115 ✓b AIjOWLJ.. .$^�C�• •• • * • • ••• • 3) MULLION AND MULLION CUPS PAENt THE FIELD FOLLOWING OIMENSIONAOWN L RESATRRICTOIONSO $HbwHFON%LED IN S•2T-23I%URE�SHeW ILa6GESTED,LAPPROXIMATE ES TO BE LHOLE LOCATIONS. 4) SUBSTRAI ES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHA•LLLS eE PRL6SURE-TREITED YEt*OW SOUTHGRN RNF•WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM y 25"TF CK. STEEP STIDSA'0®EA MINWUI4GP4OEI13 AND.046"THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .12/1T CK AJID A36 ALE ANCHORS INTO METIN. SMALV EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 g #12 ANCWORfp INT _ CeM4 B",, 1M 9.S. OR410 Ste. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By_ !ld Product Control Z`.•' �10ENgLc'•�1�� * ; No.58705 ' =0 T rEo S�ONAL e, ` A. L/At4l MWL'It�, P.E. FL P.E.# 58705 TABLE 13A Nulban Capacity Table Ib3M2 Opening Width (tors njca"pennirg mtiions) or Opening Height (tor horoortallyyapsrrllrg mdll0re) so In so In 701n 80 in 001n 100 In 120 In 14D In 1a01n 2 x 5 x ReoarlWla ldadr9 TreplTria9. leading Reotarlgcdar Loedng Tmp7Tdang. 1--ding Recbmpula Lpedn9 Tmp+rda9. lwdr9 Reclen9ula Lwdn9 1FeplTtlane• Loading Tre4#Tdar9. Leading Rectang", Lvedn9 TF4pi�ia9. Lmdng Recralipt Loadnp Trep/Trlerp, Loednp Fbatet der Leading TmpTdal9, Lnedn9 RecImVia LDadrq Tr�lTriarg• L0•dnp .26 Alum Tuba a T9111" d`a' Tp'r ic. duo d`Rq aE d`¢ VR �_� fog 'yy' drK : = � : a r d` �� 4`'d �� ird 5o d`a R cS 6 'g i�c G`a9 8 c`� 6� �cK42 7�8 �a in 170,0T747j7o.G 435 1700 744 17o0 479 1700 888 170.0 506 170.0 D92 170,D 519 170.0 521 170A 1240 7T0.6 521 170.0 1488 170.0 521 170,0 1735 170.0 521 170.0 1983 170,0 621 481n /T00 524 170.0 0.a0 170.0 58/ 170,0 992 170.g 630 170.0 f1S3 170,0 681 170.0 1275 170.0 BP 170.D 1417 170.0 fia0 170.0 1700 170.0 B80 170.0 1983 170.0 680 170.0 Tle7 170.0 6B0 50.625 In 7700 553 170.0 Bile 170.0 631 1700 1046 170.0 W4 170.0 1195 IMC 723 170.0 1345 17MO 747 170.0 1494 1T0.0 756 17C.0 1793 170.0 758 170.0 2092 170.0 756 170.0 2391 1710 756 541n 170.0 612 t7D.D 958 17O.G 891 170.0 1116 170.0 754 170-D 12T5 170.0 $03 170.0 1434 1700 837 170.0 IBM 170.0656 170.0 1913 170.0 861 17o.0 7231 170A W1 17g.0 1. 170.11 a61 m In 17o.o 701 170.0 Jolla 170.0 797 170.0 1240 170.0 67E 170.0 1417 170.0 944 170.G 1564 170.0 9m 170.0 1TT1 17D.0 1033 nog 2125 170.D I= 170.0 2479 17D.0 1083 170.0 ZB37 170.0 1087 631n 170.0 745 170.0 1116 170.0 E50 170.0 13M 170-0 940 77D.0 1488 1710 1015 170.0 1673 170.0 I. 170.0 1859 170.0 1122 170.0 2231 170.0 ties 17D.0 2603 170.0 1171 170.0 2975 1XII 1171 �N 170,0 974 170.0 769 170.0 1169 170.0 903 1700 1384 170.0 1002 170.0 1558 n0.0 f006 n0.0 1761 170.0 1155 170,0 1818 770.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 C. C 72 in 1711.0 1963 170.0 878 770.0 1275 170,0 10011 170.0 1488 170.0 1728 170-0 1700 170.0 122a 170.0 1913 170-0 1315 170.0 2125 170.0 1387 170.0 25W 17C.0 1488 MA 2975 170.0 1529 170.0 3400 170.0 1530 J 761n 170A 1/22 170.0 937 170.D 73{8 170.0 10S) 170.0 1570 170A 1209 t70.0 1784 1T0,0 1322 1Too 2019 170.D 1421 170.0 2243 170.0 1505 170.0 2892 170.0 1629 170.0 3140 17D.D 1%4 170.0 35a9 170.0 7705 781n 770.0 1151 f70.0 .7 170.0 1381 17D.0 1116 110.0 1611 170A 1250 170.0 1812 170.0 1369 Mo 2*170.0 1TO.0 2302 170.0 7584 170.0 Z703 0 170jf�37 nm 770A SZ23 170.0 1777 170.0 3683 170.0 1796 901n 100-0 1328 170.D 1144 1700 1594 170.0 1378 170.0 1859 17D.0 1498 170.0 Z725 170.0 1553 17020 2 1700 280 170,o 1918 170.0 3188 156.0 3413 170.0 2273 /3e5 3413 170.0 2361 900 7700 1417 170.D 1232 170.0 170D 170.0 1434 17DA 1987 770.0 1622 f70.0 22B7 170.0 1794 170A 2 170.0 2833 170.0 2095 f80.0 9199117.13199 466.6Z40120.03199 158.1 7A26 108 in 470.0 1591 170.0 1409 170.0 1913 170.0 1847 170.0 7131 170.0 1870 170.0 2550 1T0.0 2076 1W,8 2 146.3 2761 101.9 2337 123.8 2781 105,9 2781 125.9 2234 927 2781 116.0 2190 7700 IBM 1700 1464 17D.0 1958 170.0 1700 170.0 2293 170.0 1032 170A 2621 170.0 2149 15t.e 2632 162.9 2245 138.6 2632 140.4 2216 177.0 2a72 97.6 2W2 175.1 2128 85.4 2872 108.3 2098 1201n 170.0 1771 17o.0 1556 170.0 2125 1700 1858 154,4 2252 159.9 19111 135.1 2252 141.4 1904120.1 2252 I271 193E 708.1 2252 it61 IBIS 80.1 2252 77.2 2252 88.9 iB36 0T.8t14N 125.1 1581 1286 1445 104.3 15fib 100.1 N25 6B.{ 1561 913 1407 782 1564 80.7 1320 KS 1584 72.3 1373 52.8 1564 65.7 1358 521 1584 44.7 1564 492 1305 39.1 156i 44.4 1283 TABLE136 Anehor 2.7k Canerete 3ubstmte:a CaDacitv Table Ibs 3.5k Corm. Hotox G8U FlAed CMU PT Wd Metalacon 5/18• Eke SS i/4' SS Eko 5'M' Elco 1/4" SS Eko #t0 6te14 #12 Steel *12 Steel Anchor Type: 1/4' Elco UBrepan Utracon 3'16' Deo Ultracan 1/4' Eke Ntraoon Ap Wr UErecon A9WeG.Wr Sprese(G5) 8crew(G5) 6or•x (G51 Anchor COp PatternsEdge IXstaloe 1' 2-12' }VB' 1' 2-77Y 1' 2-1/Z' T 3-1/8' z Ml:fiC Embed-I(l34' 7-Y4• 1:i/P 2' 7-1/a" 1-1M' 1-114' 1.1/4• 1dU• 1-1l4• z 11 1.18' uarles 2Anphore ® 435' Mk, O,C, / Standard wOffoet Cop Fig. 1E2):0 ke 4501be 890 be 1844 Ite 27016a 280 Ibs 3641bc 7401ba 37411n 86{ Ibe 84615e Il 341 IC6 442 Me 50011a D.C. I Slendd (or O7Bet) Clip (FI9, 3):01h• 1he 1780Ihe 32321be 540 the 5801he 706 9a 1480 me 748 Im 12721be 18221bs 6821be 885 Ilm 112016s8 Anohas ® 1.71• Mln O.C.I StendW (or Offset) Clb (F9. 4):001bs 10101. .95Ibe WA WA 94G Ibs WA It 6 1. WA WA NIA 1363 IM 177C Ibe 2240 U. 4 Arwhore • 3" MIrt O.C. / (2) 2s5 An91e Caps I Ill.. 780 t- 7801k 1 680 as 156D lb. 1996 Ihs 540 lb. S60 Ibs WA 780 lbe 74816s 8601be 18921bs 682 [be 885IDs 1120IW 8 Anohors • 3" MIn. O.C. / (2) 2c5 A19b Gape / (Fl0. 8T• 1560)be 15BO it, 13 00 Ibs 312016e 379216e 1080Ihs 1120 Ice WA 1520 to, 14N [be 1T80 be 37841he 1:183 M>a 1T70IDe 224010e 12 AMhac 0 13' Min C-C, 5 An / (2)2Ygle Cape / (F10. ry 1e60 Ills 21001ba we U. 378011. WA WA 1320 Its WA /50o Its WA WA WA 2WS be 28541hs 338016s 4 AV- Mn. O.G / IiLY{p, Irdo .125' AMm. III 8): WA WA WA N!A N/A WA WA WA WA WA WA WA WA NIA 1430 ]be 21.34.' SA rohon @ 0.64' Mn. O.C. / LLC7ip, IMo.125" Alum. (Flp. 9) WA N/A WA WA WA WA WA WA WA N/A WA WA WA NIA 2%1 lbe 2 Alwhas ®4.BB' Mln. O,CJ F-dip (Fig. f 0} 9901he 390 ke 4501Es 880 Bs t8181Ds 2T0 Ibs 2901bs 9541ha 740 to 374 16s 6381W 9{61b6 341 It, 442 He 380 me {Ancboa ®1.71" Mk. O.C./ F-ding lFb, 17): 5901he 700 ks 505 the 12981be WA WA 4TO Its WA 5331bs WA NIA WA 6B21Da 885Ifm 1120 Ne NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANU AN QK v/ FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8! FIGURE 5: FIGURE 6: FIGURE T [E] E to THE STANDARD Can-. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„) X ( ANCHOR CAP.,,,�,\ _ANCHOR CAP.- MULLION CAP.,o,,,,•, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 9: FIGURE 10: FIGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • •• ••• • • • • • •• 2) LINEAR INTERPOLATION BE1fJE:4 MBLLkENSTHi A4/0JIMNING WIDTHS IS ALLOWABLE. • 3) MULLION AND MLITI JON CL S WA Aft NeT le49VA,LE. FIDR EXACT DIMENSIONS, SEE SHEETS • • 21-23. HOLES TO&FgDRILW T LDrt'QLZONRNGbIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOT U TED, JCPPR&MRTE }IDLE LOCATIONS. ANGLE • • CLIP (FIGURES • • 5-7) MUST BE • ♦ USED IN PAIRS. F-2000"---i .250" fl 6.000" 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOI�I�ETtN A ITH AN 8% OF 0.59. ALUMINUMWHALL W 8063-T5 AND BE A MINIMUM OF .125• THICK STEE7•ZUDS T BE A AN UIGF&DE983 AND 045WHI•K (� GAUGE). STRUCTURAL STEEL TO BEAT LEAST•l2E&THIC AND Q36.ZU-:NChRS INTO METAL Saki -Li XTEND AT LEAST 3 SCREW Y X 6" X .25- #1Q�. THREADS BENON&I THE"TER1AL•#W 7WCHARS4NROI W(:)DMAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION z wLU w O _ W J v2 � J � w $ rn F rO 0 z ? >° m 2 PRODUCT REVISED as eomPlying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 BY 00 LYN/yr / *' No, 58705 ^ro 7 t _ (44, A.t4��NAALL,�NG�. Nr4l4hEFi P.E. FL P.E.# 58705 • •• •• • • • •• •• ••• • • • ••• • • IAbLt 14Y. Mulflon Ca ec- Tablo fibsgtk Opening Wldth (for eerd Iy-spallrtrg mu7lors) or Opening Height (for hodwntaly-sparning mllllans) 501n W In 70 In 1 W In 901n 1001n 120 in 140 In iW In x 2.11" lra{Yrriarg. Loadkg RectargAar Laadhlg TrapTriarlp Lna6rg RectagWa I-lIrg Tmp/Tdarg. Lmdbg Reetangi t` Lo4aing Triprr an0. LmditgrgLodrg RectangWar TnlprTdarg. Raclargslar LoadlgLwdrg Trprndarg. Rectangular ldilg Traprrdarg. Loedlry Rer.'targilar Lc9dkg Trap? 6-4 Loodlg Reolerglar larblrg Tr ip11ia1.26• Goadix.125" Alum2:Tube Mull VR.t".W < � 8 ffi �� 8 ��� � ` aL� � � � � 5 ffi��'42 � a= �A In 167.0 428 120.2 526 148.9 419 103.0 529 1389 414 90.1 525 134.6 411 80.1 526 134.1 411 721 626 134.1 411 Bat 526 134.1 411 51-5 526 134.1 411 45.1 525 134.1 411 06.6 403 108.0 333 80.5 4a1 99.7 323 88.0 4a1 00.9 320 0Q4 403 81L4 317 637 403 79.1 315 4&3 403 78.6 314 40.3 4Rd 70.6 314 34.5 403 Ta.5 314 30.2 403 78.6 314 $2.3 362 91.0 301 Mil 382 79.3 294 5&8 362 71.9 289 51-5 362 67.2t237 362 61.6 2B4 41.2 W2 S36 2W 34.3 362 63.5 283 9.4 362 63.5 203 26.7 M 615 283 67.8 Me 74.1 267 5&5 31H 8d2 261 4fl5 318 57.7 256 42.4 318 W.6 318 W.e 2W 33.9 318 49.5 2d9 2$3 318 49.7 248 242 316 49.1 24H31H 49.1 24H ruin 49.5 258 63.1 gig 41.2 25B 45.7 214 35.3 258 40.7 210 30.9 25H 37R 268 39.9 204 TA7 2W 334 203 20.8 258 322 201 77.7 258 322 201 15.5 26fl 32.2 201 427 234 45.8 200 35.8 239 39.7 185 30.5 234 39.7 192 2&] 234 31.6 234 9.4 1H6 21.4 234 2fl0 184 17.8 236 26.8 183 15.3 239 26.5 183 13.4 234 2H.5 193 37.2 213 3g.4 103 31.0 213 33.7 179 28.5 273 29.8 176 23.2 213 27.0 213 25.1 170 i&8 213 237 1W 15.5 213 22.2 187 13.3 213 220 1W 11.6 213 220 166 in 28.6 179 30.1 165 T3.9 179 25.8 152 20.4 179 225 1a9 17.9 179 20.3 179 18.7 145 78 in 24.3 i61 25.4 140 20.3 leM1 2t.B 137 17A 181 19.0 135 t&2 161 17.0 78 In 225 162 23.5 133 1&3 152 17.5 128 TAt3LE 14ti Anchor Cavady Table a sut. a 2.7k Clete VII, Ci- I 1-1011-CMU Fllea CMU PT Woof Mda Anchor Ctlp Plitt- ArenaTy 3'16'Eko Uliram 1/4'FJaO Lafa[m 51W Eko I UBrdpon 3/16"Eko Ultf4cM i/-0"Elco Ultrecon 11-SIEICI Ag9n CMW Sn6' Eko IBLam 1/d' SS Eko A991.39 r A10 Stetl SA- (G5) rr12 StEEI Scr P5) #12 Steel s-(05) Ea9e Wtarke (m) 1" 2-7/2' 1" 2-711' 3-1/8' 1' &tYC 1' 272' 2 11/&° T a43" 0.5f' 0.32d" EmbeolnMt(Ink 13'4' 1+7/d• 1�'4' 1S/4" T 1-1/P t-V-0' t-TIP - 1-Vt• t-1 r4" 1-7/d' T 1-3�8" t.YB' vadea 4 Nxoors®YkBn. O.Ct(2)215Angk dips 7(Fp. tT 7BOIbs 7W Ibs 68011a 15W e1r 1Bg6 ns 5400> Woros WA 76D lb, 7481Fn 880ICe 1Hg210s ®21os H85 k6 749]Itb RNrl--r-iITA (DP- ) X ( ANCHOR CAP.,-,,,,.,\ _ANCHOR CAP... MULLION CAP.,,,,,,.,„,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INS7RUCTONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23- 2 11 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 125' ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM T01016TMJ�"W D HALL E P SSURE-TREATED r YELLOW SOUTHERN PINE WITH AN SG OF 0.55. AL�IMINUM SHALL 60 T B JT MF125'THICK STEELSTUDS TO BE A MINIMUM GRADE 33•N1D.045'THICK (1LGA ).TR EEL TO BEAT 1.211" X 2.11"X .125" MULLION LEAST .12S THICK AND A36. ALL ANCHORS INTO MEVAL SHAW4FXT'•NDFJWADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL #10 8 #12 ANCHORS INTO WOOD 114A� PE STEEL!00 18� S.1. OF•41(1)6.S• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • •• •• • • • •• •• • • • ••• • • X O m PRODUCT REVISED as comMing with the Florida Building Code NOA-No. 17.0630.01 Expiration Date05/2612021 By _ Mlam a� Product Control llllllllrr ' • L1GEN,yF ' •. ��� :� _ * i No.58705 ��O •.. ATE � •-' !v` � F •'•F�ORIDP.•'' \�� S�IONAL E� A. L1�NN MILLIE R, P.E. FL P.E.# 58705 I H[SLC T OH Mullion Ca acll Tahle Ib-fie) Opening Width (for rertical"parvirtg mullions) or Opening Height (for honzontafytpamr79 rrlUlions) 501n 80 h 701n win 901n 100 In 1201. 1401n 160 in 3.26" 30 R.-OM L�UB Tldp-M.g. Lowing, R---Wler Loedne Tmp/Tdertg. Lowing Reclengdv Loafing Tr6p(Tdmtg. Loafing Reclanpaar Lowing T1ap,Tlete. Lowing Rec�gular Loading Traw'riano. Laedn9 Rechngt. Loadn9 Trvp/TOeng. Laadng Reclalgular (oadlre Trep/Tdanp. L9adn9 Rectarplbr Loadnp T7rnp1d-a Lmd11g Red-wlar Lowing naprfllanQ laednp AYMULL ea Jill- 99� P 5 ..ga `kg k$��{ eBDEG.AL 5 Ec g }}22 s iTg € E - 5� p {Li s ® .� gISa¢pq�5ggt6yy $ °drcte2g�fr'r�g¢QK'Zd`Ce Jj 42 In 170.0 520 170.0 438 170.0 744 1700 478 170.0 06a 170.0 505 170.0 992 170.0 519 17C.0 1116 170.0 521 170.0 1240 170.0 621 170.0 14BB 170.0 121 110.0 1735 170.0 521 149.1 1740 170A 521 48 h 170.0 7°e 170A SM 170.0 850 170.0 58/ 170.a 992 /70.0 630 170.0 113.i 770.0 661 170.0 1276 770.0 077 170.0 1417 170.0 6B0 1_2 1522 170.0 680 130.5 1522 170.0 680 114.2 1522 170.0 660 50.6261n 170.0 747 170.0 593 17D.D B58 170.0 637 170.0 1016 170.0 684 170.0 11S6 170o 721 170.E 1345 170.0 747 164.2 1N3 1T0.0 755 138A 114] 170.0 758 117.3 1143 170.0 756 1026 1443 170.0 756 54 in 170.0 797 170.0 912 170.0 956 170.0 091 1116 170.0 754 170.0 1Z75 170,0 803 160.4 1353 170.0 837 144.J 1357 1T0.0 855 1203 1353 170.0 IK1 103.1 7163 17D.0 861 80.2 1353 170.0 881 BO In 170.0 M 170.0 7D1 IM.0 1363 170.0 797 t21B 170.0 873 146.1 121a 170.0 944 t29.9 1210 159.8 Me 116.9 1218 1511 924 07.4 1216 146.1 913 83.5 1218 146.1 919 73.1 1218 148.1 913 93 in 1700 930 170.0 745 170.D 1116 170.0 850 [17. 1150 168.8 933 131A 1150 153.1) 974 116.8 1t50 141.9 698 1001 1150 1s42 885 87.6 1150 1257 971 75.1 1150 1262 870 65.7 1150 1262 870 08h 170.0 874 170.0 789 152.4 1048 165.8 881 1608 149.8 BB4 114.3 1048 13J.1 850 101.6 104a 123.4 639 91A 1018 11fl6 830 702 f04B 104.4 621 65.3 1048 1082 B7B 57.1 1048 10a2 018 c 72 h 140.t1 880 147.8 764 117.4 880 126.0 748 880 110.0 734 860 880 100.0 722 78.Z 880 82.D 712 70.4 980 B82 703 50.7 886 792 .3 50.J BBO 76.5 600 44.0 8e0 76.4 888 J 761n 119.7 790 125.1 69D 99.5 790 108.4 676 790 03.3 563 74.8 790 83.9 552 63.5 780 7fi.8 843 59.8 790 71.7 835 48A 790 fi5,1 .4 42.8 790 62.1 819 37.4 790 81.5 017 78 In 110.8 750 115.5 B57 92.3 750 98.1 6" 79A 750 85.9 632 69.2 76D 77.1 62 551.6 750 708 612 55.4 710 05.7 605 46.2 760 59.4 524 39.5 750 562 588 34.6 750 65.5 SIB 90 in TLl 50 74.4 600 80.1 591 62A 491 51.5 563 54.8 483 45A 563 433 475 41A Slid 44A 468 35,1 563 41-1 462 30.0 585 96.2 452 25.8 fi63 33.7 445 223 SB3 J1.8 N2 98 in 59.4 495 61.1 441 49,5 494 51.5 435 42.4 a95 44.6 427 31.1 495 39.9 421 33.0 495 36.1 05 29.7 495 332 409 24,8 495 29.1 400 21.2 495 26.6 394 18.6 495 25.0 390 IN 41.7 '391 426 353 74.6 101 35.9 34a MA 391 31.1 342 26.1 391 27.6 337 232 391 24.0 M3 20.9 391 22.8 328 /7A 391 18.7 321 14.9 -1 17A 315 1111n J8.4 370 39.2 335 32.0 370 31.0 3]0 27.5 370 28.8 325 24.0 370 Z5.3 320 21.4 37D 22.B 316 %2 370 20.8 512 16A 970 18.1 305 1201n 30A 117 30.9 289 26.3 317 26.0 ZM 21.7 317 22.5 280 19.0 '17 10.9 276 M9 117 ITS Z73 144 in 17.6 220 17.8 203 I AULt IOU MehorCapacity Table bs Subetlafe: 2.71, Coronets 3.5k Cont. Hollow CMU Filled CMU PT Wood M" 5116' Ekg 1/4" S6 Eko 5I18' Elco 1/4- SS Eko 210 Suet 412 Stall 8/2 Sted Anchor Clip Pattems Arwhor type: 3/78' Ebo Ulhaoon 1l4' Eko Uaacm UIIn c- 3/10' Eloe Uhr- 1W Eko Ulbacon Agg.Gala Ultraoon AggreOata 6oRw (G3) S.- (GS) 6craw (G5) Sage Okronee Dn7 1' 2-112" 1' 2-1/Z 3-119" 1' 2-IM 1' 2-1? 2 3-tI8' 2' 0A3- 0.54" 0.324• EmbeeneM (hr 1S/4' 1-3/1' 1�/4" 1�/4' 2- 1-114" 1-1/4" 1-1/4" 1-1N' 1.1/4' 1-1/t" 2' 1-Ye' 1-9/8' lallaa 2 MaMla S Mln. O.C. / (2) 2i5 Argle Clpe I (Fig. 17 950 ks 3901bs ICO lbe 8901he 1700 Yv 270 the 2BO the 3541bc 7401bc 3I bs 720105 946 tre 341 Ibe 442 lb. 5901ha 4 Arehae Q ].5" Mtn O.C. / Q) 2c5 An& Clips 1(Flg. 21: 780 kc 7801ba 79016c 1070Ib 2525 W 540 F. 5W It. N/A 1120I1e 74B Ibe BBO lba 18921be 02 Ibe SR 19 11201b6 6 Andorra 0 2.71" Min. O.C. / v) 2s5 Angle Clips / (Fig 31: 1720 ibs 112010s 958 Ws 22481 W 2254 Ym WA 840 ibs WA 1059 It. N/A 132a lbe WA 10221be i327 to 1660lbs (DP-) X ( ANCHOR CAP•„e,, "-) ^ ANCHOR CAP. \MULLION CAP.,,a,,,,", USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 btpiratlon Data 06/26/2021 By Miami-0 a Product Control FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 2: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. .125" • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTI�&1bNISSNWVWN 6HE: S 21-2: : • • • _30= FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. • • • • • • • • • 3.250" �- NG. 58705 --� 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION&. HOLC D dhOtlf-FIIL.E91 • • • = FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOO* lFIALL �F 2E TR�A'TZD • • • • -O 1� e e e • YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 5063-T5 AND BE A M UM QF.1259 ••✓( I THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 30° BAY ���•'. STATE F �; ' JL�� LEAST .126" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION°C ORIDi`.-•• \�♦� THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 180,;.S.,0%V0 S.S. SS G ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. • • s • • 00. .0. �''/U; �NAL 1EN ♦♦♦ • • • • A. LN f'v1yLLER, P.E. • • • • • • • • • _ • • __ _._ FL P.E.# 58706 ••• • • • • ••• • • : • • • • • • ••••• • • • • • • • ••• • • • •• •• • ••• 0 0 !T TABLE 16A Mullion CApa0hy Table b61R' Opening Width (for pert ly-spamirg mullions) or Opening Haight (for h00g73nta"artirg md5ons) 501n 801n 70 In Sol. 90 M - 100 in 120 in 1401n ISO in 3.26" 45 Rectangtla Loadbg Tapf�Bang Inadng Rm3a W L-ning TMP'Tdan9. Lm Ing Redo ow., La6q Tap/Tdag. I.aa®rg Rectanow Loading Tr%WTdang. L-&g Recdnprle, Uadlrg Tapridang. Lowing Rect-o'le, Ladng Tno7TdBrg. Loadng Rec14n1741• lnadirg TngYTdenB• Lcedn9 Rectangu ar Loading TialwMang. Lwdinp Rectanptlm laadnp Trapfrien9. lmdng DEG. AL MULL T1111-1 s� 6g 3 `fQe dz 0 � �g � oa @ Q`� o �� , 661=} aa4 L i4 s fa F 3•�- uo �geg `dd is D 88 i2o ra d`tt .'_BAY ^� v y f� o iD �a fe � cSo ra du`� m o �� ��c $$ cS an: it fo 8� c'S `Q� arc $ cS �� �� €'.- ce Xa da9 ci � �� ci � ��. o t du`rc � �e a a ¢rc .�� �� ism C`¢ io �a 421n 170.0 520 170.0 435 170.0 744 170.0 476 170.0 868 W0.0 5W 170.0 992 170.0 519 170.0 111E 170.0 521 170.0 1240 1700 $21 170.0 148E 170.0 521 170.0 1735 170.0 521 i5D.3 1871 170.0 521 45h 170.0 705 0 17D1.1,7 624 170.0 050 170.0 SM 170.0 992 170.0 830 170.0 1133 170.0 681 170.9 1275 170.0 677 1%,0 1417 170.0 6W 163.7 1637 170.0 680 140.7 1537 170.0 = 122.E 1037 179.0 WO 50.625 in 170.0 747 3 170.0 896 170.0 Or 170.D 104E 170A 654 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 758 147.1 1552 170.0 756 128.1 1552 17D.0 758 110.4 154 170.0 766 541n 170.0 797 2 170.0 95E 170.0 691 170.0 1116 110.0 754 170.0 1273 170.0 603 170.0 14J4 170.0 837 1552 1455 170.0 SW 129.3 1455 Woo 861 110.E 1455 170.0 MI 97.0 1455 170.0 861 60ti 170.0 885 1 170.D 1083 170.0 797 170.0 1240 170.0 B78 157.1 13D9 170.0 944 09.7 1309 170.0 998 125.7 1309 1-!1 894 104.E 1309 157.1 932 69.E 1309 157.1 9e? 78.8 1309 167.1 232 631n 170.0 JIM 5 170.0 1116 170.0 850 1829 1247 170.0 940 142.5 12R 164.5 983 125.7 1247 1526 965 114A 1247 144.3 962 95.D 1247 138.2 SM 51A 1247 135.7 905 713 1247 135.7 M5 r� 88 b1 170.0 974 9 170.0 1169 170.0 903 14B.4 1190 183.7 W5 129.9 1193 147.9 845 111.4 11. 136,1 028 1..9 119a 128.4 014 88.E 1180 179.5 a98 741 i1B0 /18.1 BB3 64.9 1190 118,1 893 c 72In 181.E t01D 7 1M.7 f010 114.6 SSB 1f5.4 1010 127.2 B42 101.0 1010 114.7 828 89.E 1010 105.6 817 80.E 1010 98.0 807 67.3 1010 90.8 795 57.7 1010 57.E 780 50.5 1010 87.7 7a9 761n 137A 005 2 114.5 908 1120 775 88.1 908 107.1 %1 85.9 ON 96.2 749 78.3 908 88.2 738 68.7 Boll 823 729 57.3 806 7/.7 716 49.1 908 772 710 42.9 906 708 708 W 78 in 127.1 861 4 105.9 W I-IZ5 735 90.E a81 98.0 725 79.4 a81 $8.5 713 70.6 801 $1.0 7m 63,6 881 %A a% 53.0 881 SB.1 fiB1 45.4 B61 54.5 675 39.7 B81 ea.7 672 go in a2.7 816 S54 574 68.9 646 72.1 564 69.1 B48 62-9 654 51.7 BIB 58.1 545 48.0 646 50.9 537 41.4 "S 47.0 530 34.5 646 41.5 519 22.3 848 38.2 511 251 648 36.5 507 88n 681 588 70.1 508 58.E 569 59.1 499 46.7 S56 51.4 497 426 569 45.5 483 37.9 SBB 41.4 478 xi M 3361 4 00 28.4 68a 33.4 459 24.3 60 30.5 452 21.3 558 28.7 447 Joe In 47.9 449 48.9 005 39.9 449 412 399 342 449 35.7 303 29" 449 31.7 387 26.6 449 28-0 352 23.9 "t? 28.1 377 20.0 449 22.7 358 17.1 440 20.4 381 15.0 449 18.9 358 111 in 44.1 425 45.D 385 38.E 125 37.9 379 J1.5 425 328 373 27.8 425 29.1 387 24.5 425 282 382 22,1 425 24.0 358 18.1 425 20.7 350 iS.B 425 15.E 3/3 1201n 34.9 3B4 35.5 337 2B.1 76/ 29.6 325 249 3& 25.E 321 21.E 364 22.E 317 19.4 364 20.5 313 17.5 36{ 187 309 1441n 202 253 A.4 233 18.9 253 17.1 230 1 ABLt l5tl Anchor Capacity Table Iba 9Dbeirdte: 2.7k C-te 3.5k Cone. Hollow CMU FgIad CMU PTMhod Metal Sr16' Ekc 1/4" SS El.. 5/le" El.. 1W SS Eko a10 Sleet s12 Shel a12 Sled Patterns Arwlor TYPe;3116'o Ulfaam 1/4' Ekc Ultraea UlAggregtor 91t6Eko Ul6sem 1/4Ekn UlaecaAnchor U3-11 AggreGatr Strew (GS) Scnav (GS) Straw (Cx1) Clip Edge Clstame m%' 21/2" 3-11fl' 1" 2-1/2' 1' 2.1/2" 11 }vS" r 0.48' 0.54'O.J24'Embedmer8 (Ink 1�14' 1-3I4' 1-3/4" 7 /-1l4 1-11{ 1.1l4• 1-1/4" r 1�N' 1518'wdee2 Ancras Q 5" Min. O.C. I (2) 2e5 Aale CIIps / (Fig. 1k80501be917001W v0 Iba 2801hv 354 arc 7101ha �41OV4 S40 ke 991 Iba 4421G SBO lba 4 AngMa Q 33• Min O.C. / (2) 2c5 Angle apa ! (IV 2k 7BO bs 7901 W t8701b9 7325 ba 540Ibs 3601be M1/A 1120 un 1092 ma 8821ha e851ba1120 im8 Anelwn @ 271• Mia O.C. ) (2) a5 Angle CBpe / (Fa. 3): 11201be 112022518w N/A 840lbo WA 1D591bn WA 10221da 13v Iba 16Ba 8>s (DP_) X (,ANCGAP.,,",a,,,\ _ANCHOR CAP.,.,, MULLION CAP.,,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION. CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida Building Code NOA-Ho. 17-0630.01 Expiration Date 05/26/2021 R LU x 1n fn x F FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: 3) MULLION ANDMULLIONCLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTF4&I8NSSAMN: N WEETS21-23• • • • .125" 45• ��7.1 NY LYNN �\'�`�O' .... •' ��( ' • • • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • : : : : : 1� Q�,•' �1 • 4a, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONP, HOLLb A'xu GROLfi-FILEUa • • • 3.250" No. 58705 FIGURE 3: e • • • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOS MALL W-egESSl62 TRI.-I! • • - YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINI UM.125• • • • THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE} STRUCTURAL STEEL TO BEAT 45' BAY _ r _ �� LEAST .125• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 1J.S. 410 S.S. MUWON 44- O TATE F T '•. • . • • S G . ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. • • • • • • • • • • q �/•%�yn A P.E. • _ • • • • • • • _. FL P.E.# 58705 al STANDARD CLIP 2.000" 6063-T6 ALUM. XSECTION , r.125" Ll 5.500" CUTHERETO .375" .375', F-�- 3.125' - CREATE F-CLIP, SEE MIN. MIN. I r DETAIL F, SHEET4 r------ r------- I I A C STANDAROCLIP 6063-TB ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPMEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". 5.500'-1 .375" .375" MIN. MIN. __-____I_--------------- I I I I � I B 1 I I I 1 t I I I I I I C OFFSET CLIP 125" 6063-T6 ALUM. TOPVIEW �--- l-•-.126" fl 2.125' U-CLIP 63-T6 ALUM.TT--X-SECTION 125"J ---I .740" F- E .�338' MIN. A IIF U-CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 1116". TABLE B j�. 1" X 2.75" X .650" MULLION 6063-T6 ALUM. XSECTION 2X5 ANGLE CLIP 6063-T6 ALUM. 2 000" XSECTION .125" I .375" MIN. I-- ------------------- 1XI ANGLE CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6-18 FORTHE ANCHOR O.C. DISTANCE, MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. Mull Dimension (sheet#) PGT Part # Mullion Std. Clip Offset Clip U-Clip Angle Clip 1" X 2" X _125' (5) 66605 666113M 6661118M 666243M 666511 M V X2" X.375' (6) 666OD6 666114M 6661119M 668244M 686512M 1" X 2.75" X.375" () 66607 666115M 6661120M 666245M 666513M 1"X2.75"X.650"(8) 6860E 666116M 6661121M 666246M 666514M 1" X 3.125" X.500" (9) 66p7M Q 16 M61114M 666242M f6515M 1.25"X3.188"X.265'(12) M 6V 17M @68103N Fi(i621M 666516M 1.26" X 2.11" X .125" (18) R/A • • NIA • • %66517M . • • NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. • • • • • 2) SEE SHEETS 6-9, 12 & 18 FOR SUGGESTED, APPUIMATE I•ROLE-LOCAdirlow &O'A"VOR O.CY dl TAN. R.• • • • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION MGTHQ•DS. • • : • • • • • • ••• • • • • ••• Foom/ TABLE A Dimension Value (in) For Mull Ion: A 1.025 1" X2' X.125" Aluminum Tube Mullion B 2 B54 C 0.895 D 0.740 A 1.125 1" X2" X.375' Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 1" X 275"' X .375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 1"X2.75"X .650' Aluminum Tube Mullion B 3.000 C 0.476 D 0.836 A 2.000 1" X3. 125" X .500' Alum Tube Mull B 2637 C 0.853 D 1.137 A 2.625 1.25, X 3.188' X.265' Alum Tube Mull B 3.262 C 0.862 D 1.762 A 1.813 1.26' X2.11' .121' Alum Tube Mull PRODUCT REVISED as comp)yI" with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 0512612021 BY 11011am1-:D�04Produc 1 Y LY/V ,SON....... N •, * No.58705 %AO�UC S TE d� tv�: �i �s '•F�ORIDP,. N A. LNd)I� tR1�.E. FL P18705 1.000" 1000" f-"- 4.000" .125" 125" 125' .375" 1" X 4' X A25"_T 1" X 4" X .375' MULLION MULLION 6063-TB ALUM. 6063-TS ALUM. X-SECTION XSECTION 125' X 3.25' X .100' 1.25" X 3.25" X .624" MULLION MULLION W05-T5 ALUM. 6005-T6 ALUM. X-SECTION X-SECTION .062" .06Y-1 .385' i i j I j r � i i • MULLICIN 6005_TS ALUM XSECTION 740" I I '125' STANDARDCLIP 2.000° 6063-T6 ALUM. 2.125" 2 �„ 2X5 ANOLE CLIP X-SECTION U-CUP 0003-TO ALUM. I 6083-TB ALUM. XSECTION .125" .126" X-SECTION t I .125"j 5.500' { 3CUT HERETO I .375' 375" .125' -{ CREATE F-CLIP, SEE MIN. I DETNL F, SHEET 4 1 I I 1 I I I I I I I I I I I I I I I I I 375' I _ 1 I 1 I_- I I F I I I I I I + I I I I I I I I I I I I i I rt L STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 5053-TO ALUM. WITHIN THE A.E.OBOUNDARY. SEE TOPVIEW SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER, iM6', CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16% 375" CENTER OF ANCHOR HOLE I MUST LIE WITHIN THE DASHED BOUNDARY. SEE F SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM i ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. U-CLIP 8083-T6 ALUM. TOPVIEW TAR] F r` .125' �.✓ 3i" 1."-125' .375". O•-F� • IIIII • • ••• i.37•••5° MIN 7.377' .125 877" UM32IO- .12� 45` 2.250" 3.250"q5° BAY .50' 30' BAY MULLION 6053-TALULL 6063-T6 ALUM. X-SECTON X-SECTION -SET CUI1 T 6W3-TAP AL .228"" .226J1 • •••• ••• e *TOPVIEW • • • • • • • NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15. 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, Dimension Value (In) For Mullion: F 1687 1" C4"X G L0 00 .126' Aluminum H 2.680 1 3.000 Tube Mullion F 3.187 1" X4" X G Q757 .375" Aluminum H 2.430 1 3.000 Tube & "T' 2.250 1.25'X 3.25` 0.760 XAw' Aluminum LF 1,500 3.250 Tube MWlion � � S a o a nx s LO N yz ffiO4 U Z O W J � I1J ca 0 m 375" ED Q MIN. _ m Z r--------------------- I .375" MIN. i Q d {- U Z I ~ Q I I to 00 Z Wei � J L_-___ _________J C i�\Y•�itK•7c48 Dimension Value(in) For Mullion: F G 1.938 0.500 1,25' X 3.25. X.824' Aluminum Tube Mullion H 1 1.438 3.250 F G 2.825 1.125 1.25' X 3.94" X.624" Aluminum Tube Mullion H 1 1,500 3.250 F 2.813 30' BayMull F 2,875 45' BayMull 2X5 ANGLE CLIP g a 3'� y,0 6063-T6ALUM. n €�m� TOPVIEW 1 k F2 �� PRODUCT REVISED as comp)yyingg with the Florida Bullding Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 o � By w Miami ade ro uct Control O 0 Z n .111111 t11//i. Mull Dbnensbn • (sheet ll)• PGT Part# Mullion Sid, Clip Offset Clip U-Clip Angle Clip i X4 .1 ' (10) 09364 866111M W51122M 666241M B66518M 7i)0 - 5` 11) 68810 886112M 6661123M 886242M 668519M 1' 4' *375" "P�i1) 68653 688112M M1123M 666242M 668610M 1.26' X3, 0" (13) 1.25" X3.25' X.824" (14) 20180/20312 20101/20315 W61127M 6661128M 8861124M 6661125M 6"'! 10M B6fi2411M 8865115M B6fi5116M 1.25' X3.94" X.624' (15) 20162 B681117M 6681126M 688241M 86&517M 0 Dyne (79) 'Tor, 68649 WA WA WA W851lam 45 Segr!(2q • 86650 WA WA WA 6685111M ••• • • • • ••• • ••••• • • • • • • ••• • • • •• •• Ng. 58705 7• S6 }T 3T TE O �! : (Va- i ......AL1111�. a A. LYNN MILLER, P.E. FL P.E.# 58705 Mull Dimension (sheet#) PGT Part Mullion Sid. Clip U-Clip Angle Clip 2" X4' X.25" (18) 86602 1 666261M 666271M 6665112M 2" X6" X.25" (17)1 66604 1 668262M 666272M 6665113M .121 STANDARD CLIP 6063-T6ALUM. 2.000" "X-SECTION NOTES: I 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING 125' DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-V FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5 500" 2.000' 4.000" .250"a2" X 4' X .2S MULLION 6063-T6 ALUM. X-SECTION r-2.000"--j 2' X 6' X .26' MULLION 6083-T6 ALUM. X-SECTION CUT HERETO 3.500" CREATE F-CLIP, .375 SEE DETAIL F, MIN. r SHEET MIN. r-------- ---i -- -----� I 1 I I I I I I I I 3.438" I I ------------ I I I I I I I 1 STANDARD CUP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW U 2 125' I A 6063-T6 T6 ALUM. X-SECTION 125" 375' I + 3.438" I U-CLIP, 6063T6 ALUM. SHEETS 16-17 FOR THE ANCHOR O.C. MAXIMUM ANCHOR HOLE DISTANCEk&A�MET�ER. CENTER Of- ANCHOR HOLE MUST LIE CHOR DIAMETER * 1/16'. WITHIN THEDASHED BOUNDARY.SEE SHEETS 16-17 FOR THE ANCHOR O.C. 5.500" CUTHERETODIAMETER: DISTANCE. MAXIMUM ANCHOR HOLE ANCHOR DIAMETER+1/16". CREATEF-CUR, .375"00"^i DETAIL F,N.�' r- SHEET 4 -375"SEE rMIN. ________ I I I I I I I I I I -I - I I I I I 1 I I I I __ I I 1 I _______ I I I I I I 1 I I I I I I I I I I I 5.4 I `- STANDARD CLIP 6063-T6 ALUM. TOP VIEW .375' 2X5 ANGLE CUP l 6063-T6 ALUM. 2.000• XSECTION 125" I I * 5.438" 4 6.438' • 1 • • • • • •• •• • • •• • • ••• •• ••• �� • • • • 6C63-18 M. • • • • • • • • USEAOR 2' X 6QMUIlIOP`bSHEET 17 • • • • • • • • w T VIE: • • •VIE: • • • • • • • . • _ • • • • ••• • • • • ••• H-5.000----------- 'j -375' ~'jl I(~ MIN. ---------------------I 1 I II I I I I I I I MIN. ' 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 18-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. 5.000' 375' MIN. f_____________________l I I I I I I I I I I I I I I I I I I I I I II I I 1 I 1 I i I I I I I I I I 2X5 ANGLE CUP 6063-T6 ALUM. TOPVIEW rl PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Dat 5/26/2021 By �- Miami- a Product Control i111li/! �NY'LYNN tea,•. ' yIOENSE • No.58705 .'P 375" * _ MIN. O MIT ��7` i�N A. LYI<!t"1MIL R, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS W HEAD -SEE SEE FENESTRATION DETAILS, PRODUCTS SHEETS APPROVAL 2a 72' MULLION LENGTH ^ Fg. LTS NO ANCHORS IN WINDOW SILL 32'y i--32' —i- MULL WIDTH OPENING WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.114'. THE OPENING REQUIRES A DESIGN PRESSURE OF-60.0/-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32'+32+1"=65". REFERENCINGSHEET25. THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +600-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1' X 2.75' X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/--58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75- X .650" MULLION (LENGTH - 72', OPENING WIDTH - 70') HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CUP WITH (4) 912 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72-7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X ( 636 LBS \ = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48) ` 72.7 PSF / THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8'. THE OPENING REQUIRES A DESIGN PRESSURE OF +50.OA55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72'+1'=105" AND THE OPENING WIDTH IS 36"+36'+1" =73". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE 2: MULTIPLE MULLIONS SEE OETNLS, FROM TABLE 3A, SHEET 7, THE 1"X 2.75' X .375" MULLION (LENGTH = 100', OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-15.1 PSF MULL WIDTH--1 �-- SHEETS 2a AND WOULD NOT BE SU[TABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2' X 4' X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80•) HAS A DESIGN PRESSURE OF +/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. sAI 3T7APPROVASL, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+36"+2'=74', NOT 73" AS PREVIOUSLY N ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN SETALS, 6HEET5 2-4 _ THE 73" DIMENSION (3512'+35-172'+2"=73"). VERTICAL MULLION LENGTH d OPENING HEIGHT FOR HORIL MULLION SEE SEE `- DETAILS, DETAIL E, SHEETS 24 SHEET 3 SEE DETAILS, SHEETS 2-3 �38'.HORIZ. MULL LENGTH 36'.HORGT MULL LENGTH OPENING WIDTH FOR VERTICAL MULL 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE, IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'. CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32"+(2'+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL7TRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250' MULLION (9 LENGTH = 42% OPENING HEIGHT =120") HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE e" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 00 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL yVLUON, USE•fHEt6AI A6a A OF8591 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GRER%R, AND THEREFORi SU�AB`E,. R 1E %1QUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. • • • • • • • FROM THE ABOVE STEPS, OUR MULUON DESIGN PRESSURE IS: • • 000 • • • • • • • +/-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION} THE LOWEST DESIGN PRESSURE IS +J-64.7 PSF AND WOULD APPLYJQ AL" yiE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODU" USED IMTH THIS S LAN 'STtM. THE •OVYSR WS' PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGWRESYJRE Pj.QLpE ttf THE BOTH IIHE IOULIJONOD THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO F&SACTIV�SYBSTRA'�S ID W-RESTRRTION •RODLCTSJO MULLION. - ••• • • • • ••• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By s Mlaml-l1 de Product Control /11111111 i� No. 58705 PO SPATE F17,.' '',iS7ONAL A. LYS1iIQKALL9, P.E. FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: nF��\Pw j; A��I �_%/�il�till■I i, /I�'/ dl LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: ry • w SGD HINGED DOOR ❑ U)N Z O N U F_ W W N 2 IX N W o F� C o M U 0 Z Z Z m LOADING OF VERTICAL MULLION w w Z LOADING OF HORIZONTAL MULLION Q Qa.- h Z Z X. Q of rn F Q Z N N iD PW u) (� d o W Z U J Q O O > ILgA Zmp `n� ESHIi OVPRODUCT REVISED asthe Florida ilding CodaNOA-No. 17-0630.01 Expiration Date 05/26/2021 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: By� Mia p e Pro ucnlrol— 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT LYNN -' �!/ • M BE DETERMINED, USE RECTANGULAR LOADING. ��\ ;A .• '•• ��-'' �1cENg4. '• �(� �� • • • • 3) SEE PRODUCTS' APPROVAL FOR * NO- 58705 • ACTUAL ANCHOR LOCATIONS. .' G I s •- • — In NAI ENS`, L✓ ZWIG OF:ERTICrAL • • :L0 IN:i OF HORIZONTAL A: LYNNIMIILdE'li, P.E. MbLLI•N • • • • • • • • • •MULLION FL RE It 587C5 • • • • • ••• • • • MIAM1•DiADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such tQsting and tbieoNlt, may immediately revoke, modify, or suspend the use of such product or material within %eit jtrisdict1PQn.• RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Prod'l.Yct'Qentrol . Section that this product or material fails to meet the requirements of the applicable b>xA* code. . 0 This product is approved as described herein, and has been designed to comply NiT111 the Florida Building; • • • •; ('nA. inrl»llinn.^ TT• , - `-iiiiir.eiin s—ienv •.•• •. .! •..•• • 'TION: Series "ffi27710A" Aluminum Horizontal Roller Window — I. X .... ...... PROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Ho42.*Jqler M)", • • sheets e y A�or• Lynn....:. Miller, P.E., bearing the Miami -Dade County -Product Control Approval starp .with th2 Notice ofi ran approval date by the Miami -Da e oun ection. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0*00 ELING: Each unit shall bear a permanent label with the manufacturer's r logo, city, state, mode sere , n o Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0627.01 MIAMI•DADE COUNTY Expiration Date: August 23, 2023 Y18, 7)10Approval Date: August 23,2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TA$ 201-94 • • • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and I-Ag 202-94.. • along with marked -up drawings and installation diagram of an ttn:l'ttum horWonlal sliding window, prepared by Fenestration Testing Laboratory, *Its t Report No. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ot'tgg"P.E. •*a.•q 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •..... • • • 2) Uniform Static Air Pressure Test, Loading M FBC, TAS ZW-94 3) Water Resistance Test, per FBC, TAS 202-4411:•: • 4) Large Missile Impact Test per FBC, TAS 2Q1-9j �...:. 5) Cyclic Wind Pressure Loading per FBC, TAS.203-94 •• 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 20244%.• along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated 06/18/18 and updated on 07/25/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). V12 Manuel er z, P.E. Product Contr 1 E aminer NOA N-0627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. .... 3. Proposal No. 18-0289 issued by the Product Control Section; dted 02/2OA- ,, •signed• • •; • by Manuel Perez, P.E .. . ...... •• .. . . • ...... G. OTHERS .... ...... 1. None. •••• •• •• ••••. ...... .... ..... .. .. .... ...... . . . . ...... Manuel Pe ez P.E. Product Control f xa iner NOA No. 1"- 627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-2 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR ANCHOR FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). QUA SEE TABL 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS OV ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" H THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 114" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS SEE WEE PER ASTM El300. NOTES THIS B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3 % STRESS INCREASE HAS NOT BEEN OAD DURATION FACTOR WAS USED FOR THE NTITIES, ES 12-14 O.C. 9" O.C. _ B \ EIGHTL PHOLE A 1 76" ERAL 69" SASH VISIBLE 69" FIXED VISIBLE 75" BUCK LIGHT / LIGHT / HEIGHT 34-3/8" SASH 34-3/8" FIXED VISIBLE VISIBLE LIGHT LIGHT B 76" OVERALL WIDTH TYP. FLANGE XO ELEVATION (OX SIM. MAX. DIMENSIONS ALLOWED SHOWN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 L SEE TABLES 15-18 EVALUATION OF ANCHORS INTO WOOD, ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7891 & 18-7891,01, ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Glass Type Description (Listed from Exteriorto Interior) DP Table # Anchor Table # XD / OX XOX XO / OX XOX STD STD HD STD "AN, .090" PVB, 1/8" AN 2 - 1 12 HS 3 8 3 3/16" AN, .090" PVB, 3/16" AN 8 12 16 4 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 7 12 15 5 13116'LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 - 7 12 15 6 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 9 12 16 7 13116" LIG: 3116" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 - 9 12 - 16 8 3/16" AN, .090" SG, 3/16" AN 5 6 10 13 14 17 9 3116" HS, .090" SG, 3/16" HS 5 6 11 13 14 18 10 13/16" LIG: 118" AN CAP, AIRSPACE, 3/1T AN, .090" SG, 3/16" AN 5 6 10 13 14 17 11 13M6" LIG: 1/8" TP CAP, AIRSPACE, 3116" AN, .090" SG, 3/16" AN 5 6 10 13 14 17 12 13116" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .D9V' SG, 1!8" HS 5 6 11 13 14 18 13 13116" LIG: 1/B" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 118" HS 5 6 111 13 14 18 14 13116" LIG: 3/16" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 11W HS 5 6 11 13 14 18 15 13/16" LIG: 3116" TP CAP, AIRSPACE, 1/8" HS, .0W' SG, 118" HS 1 5 6 11 13 14 18 SG= KURARAY SENTRYGLAS" INTERLAYER BY KURARAY AMERICA, INC. PVB = KURARAY TROSIFOL® PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED — C C 63" OVERALL HEIGHT ti— DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, LARGE & SMALL MISSILE SEE TABLES 2-11 IMPACT RESISTANT 11 1-111, D.C. T I 9" MAX. _(8-1/2" MAX. USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASIDE 7, 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-11. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 12-18. 4) INSTALL AS PER SHEET 15 FOR FLANGE INSTALLATION, SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR INTEGRAL FIN INSTALLATION. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEGBOX). "X .300" WITH PLASTIC BAFFLE. 1) 1- EPHOLE LOCATED AT 4" FROM EACH END. 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. 12" 2/2" O.C. 12" O.C. O.C.I-� _O._ B I / 5 56" SASH / FIXED VISIBLE VISIBLE LIGHT / LIGHT SASH VISIBLE LIGHT 114 55-3/8" FIXED VISIBLE LIGHT 1� 22-12" O.C. y., BfJ SEE WEEPHOLE SEE SHEET 17 FOR • INTEGRAL FIN ANCHORAGE TYPE • OTES, 119" BUCK WIDTH THIS SHEET • • • • 1t" WALL WIDTH • FL&WW40X ELEVATION • • • • • • • & SPACING • • • ••• • • MPLX, DIMBNSIONS•LLOWED SHOWN •• • • • •• GENERAL NOTES..................................1 CODES / STANDARDS USED: ELEVATIONS..........................................1 GLASS TYPES TABLE ...........................1 • • • •• • • • • • • 017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • TM �3Q0-09 • • •A 1/ &PA NDS-2 15 AJR O D CONSTRUCTION DESIGN PRESSURES ........................... ANCHOR QUANTITIES .......................... INSTALLATION I ANCHOR SPECS....... 2-9 10-14 15-17 • • • • AIj1MINWA DESIG 141AUA;ATA-2015 EXTRUSION PROFILES.. 18 • • • • AKI S400-12 • • • • CORNER ASSEMBLY ............................ 19 • • •}.ISC 3657! • • PARTS LIST ............................................ 19 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 LU oD Y Of M 'nay w Of N o O Q (D 04 O a,op 0 N iti M U) rn Q O O $ a� _ W Z O Z LL (p m 2 J_ W ti o U LLi umoipLU h W Z 00 x¢ Q .oN 9.0 (n Z p Z v o Z O W J _1_j Ir WLL W O ® o N U) # O_ W laays O ~O Q Z 0 Z —1 < ] of U W Z K Q LU _ sap s .as \\1111111111//// ON.. LYNN ''% . No. 58705 7 S O� STATE OF ��: A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Glass Type: 1 Design Pressure (Ibs/ftZ) for XO & OX Windows Meetin Rail: Sta 22-118" Overall Hgt. "Overall 55" Overall H 63" Overall Hgt. 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 65. +65.0 6 . +65.0 -65.0 -65.0 E +65.0 -65.0 +65.0 -65.0 +65.0 +65.0 65.0 +65.0 65.0 +65.0 65.0 +65.0 65.0 +65.0 �5.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65. 5.0 6 +63.3 -63.3 Overall Width Glass Types: 2, 3, 5, 6, 7 Design Pressure (Ibs/ft2) for XO & OX Windows Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2' 74" +65.0 -80.0 1 +65.0 -80.0 1 +65.0 1 -80.0 +65.0 1 -80.0 1 +65.0 -72.2- NOTES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. -1/8" AN GLA! -1/8" AN GLASS I 1/2" NOM. GLASS BITE GLASS TYPE 1 �.�118" HS GLASS .090" PVB 1/8" HS GLASS 30 -� 12"NOM. GLASS BITE EXTERIOR a U GLASS TYPE 2 _ 13116" NOM. 1-� GLASS STACK AIRSPACE 090" PVB 1/8" TEMPERED 1//8" AN GLASS 112' NOM, GLASS BITE EXTERIOR • • • 3 R B• ••,, ••, •••« • • • • • : • i G''iPlr-5• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 3116" AN GLASS .090" PVB 30 3/16" AN I GLASS 23 � 1/2" NOM. GLASS BITE EXTERIOR a 74 32 GLASS TYPE 3 13/16" NOM. GLASS STACK AIRSPACE 090"PVB 3116" AN OR TPGLASS---;• 1/8-AN GLASS 21 OR 1B 1/2"NOM. GLASS BITE EXTERIOR 70-73 3@OR 3B GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) d 00 Y W _ M U) 0 as w o O N >- 0 ON Zw O� �w aF _ z Oro Z co mx LU o r o U_ co ®� � Epp u r W co ~ LU xU ¢ �N 9mo W r- d a f- U) o Z m o Z U W W J J W J F O 0 ® rn 2 N W lY N O U) 1n 1n 1aa45 = LU < Of o O Z_ Z w O 0 Of J W = W /J p s !i s \0 / \ NY LYN 1GENSN. No. 58705 = v. - �O�'. WSTATO S�ONALfiIIII A. LYNN MILLER, P.E. P. E # 58705 Overall Width Design Pressure (Ibs/ftZ) for XO & OX Windows Glass Type: 4 Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 67" +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 1 +65.0 -71.3 74" +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 +65.0 1 -77.1 1 +64.9 -64.9 Overall Width Glass Types: 8 thru 15 Design Pressure (Ibs/ft) for XO & OX Windows Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -1 %0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9* 67" +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7- 74' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.0* L 13/16'. NOM. �I GLASS STACK AIRSPACE 090" PVB 1f8"AN GLASS 1/8"AN GLASS 1/2" NOM. GLASS BITE EXTERIOR a 71 33 OR 338 GLASS TYPE 4 3/16" AN OR HS GLASS .090" SG 3/16" AN OR 30 HS GLASS 12" NOM, GLASS BITE EXTERIOR a GLASS TYPE 9 (HEAT STRENGTHE 13/16" NOM. GLASS STACK AIRSPACE 090" SG 1/8" AN OR TP GLASS 1/8" HS GLASS I.. 13/16" NOM. -� GLASS STACK AIRSPACE .090" SG 1 /8" AN OR TP GLASS 3/16" AN GLASS Z1 0R 1B 12'NOM. GLASS BITE EXTERIOR aa*, t GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) 13/16" NOM. GLASS STACK AIRSPACE - 090" SG 3/16" AN OR _ TP GLASS •I 1/8" HS GLASS °D Y W z m Z__ C) >� > as o No o O U` N i ¢ alo0 D' Q _ O -,, a JO Ln Oz -1 CDo ~ Z J W r (O � A � L) L) ®� LU Z .0 S Q Q ux.o�0 oN O LU > o Z v o Z U 2 JJ W O, -j O ~ O w ® N 2 # 0 O 1n 1n Iaa4S = W a LL O O Z Z t` it � CJ ri O J W = Q aq!/ o 0 saua5 --11U.0 hUK Ui bb I TVeb V, 14, id, 14610 \_/ /'\_/ • 000m. NY LYN i •• � • •12jN\1A OR 16 12"NOM. ��`�.. ..1/ p .... N • • • $ __S BITE GLASS BITE �� i GLASS TYPES 8- 15 OEXTEMOM EXTERIOR MAY NOT BE USED • •-r-• • • _ .�, ND. 58705 WITH INTEGRAL F0 • • • a • • • • • • a _ - • FRAMES = * - 70-73 70 NOTES: 33 OR 3B 3@OR 33B •. 7 S/y OF = O •' � (V 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND • • • •: • GLASS TYPE 12 (AWINEALFD) GLASS TYPE 14 (ANNEALED) �'�� FTATE TATE OP,..'' EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN ��yy�� y��$ PE 13 LE PL�REO� GLASS TYPE 15 (TEMPERED) �� S CG THE TABLE TO DETERMINE THE WINDOW SIZE. • • • • • �� ' •� /5,,�ONAL tEN 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. • • • • • • • • 000 • • • • • • A. LYNN MILLER, P E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • overall Width 15 Design Pressure (Ibsife) forXO & OX Windows Glass Types: 8 taro D Meeting Rail: Heavy -Duty 22-118" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt, 63" Overall Hgt. 76" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 3T' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 67" +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 76" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 3/16" AN OR HS GLASS .090" SG 3116" AN OR 30 HS GLASS 23 I 1/2" NOM. GLASS BITE EXTERIOR ` 74 32 GLASS TYPE 8 GLASS TYPE 9 13116" NOM. -�I- GLASS STACK AIRSPACE .090" SG 1 /B" AN OR TP GLASS 3/16" AN GLASS 31 • 74 �OR 16 1/2' NOM. GLASS BITE EXTERIOR OR 3B 70-73 GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) 110.0 +80.0 109.8* GLASS TYPES 8 -15 MAY NOT BE USED 116.0 +$Q,() 105.8' WITH INTEGRAL FIN `-110.0 FOR GLASS TYPES 8-13 & 15 0 FRAMES L 13/16" NOM. 13/16" NOM. �I GLASS STACK GLASS STACK AIRSPACE .090" SG AIRSPACE .090" SG 1/8" AN OR 3/15" AN OR TP GLASS 1/8" HS GLASS TP GLASS 1/8" HS GLASS 31 74 31 74 �-1A OR 16 1/2'NOM. 1�OR 1 1/2"NOM. GLASS BITE GLASS BITE EXTERIOR �. 33 OR 33B GLASS _TYPE _12_ A( NNEALED) GLASS TYPE 13 (TEMPERRED) EXTERIOR �OR�B 70-73 GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) °D Y W K y 6 o M rn 0 ^a w �o o O �w ' > a1�o O O O, J ac cn Z Z O J o Z LL � LU o = LL u oN JMO LU O W ¢ F V i Z D Z J W in J O ¢ O x W v ® N T_ Z iY O D U) 1aa4s F = W a g D2 Q o Z' li o Z_ Z w 0 O J W = o al I!1 - sa0 s �ia5 •• ••. • • • • • •• \\ 1111' � � i "///// ONY LYNIV '. • • • • • • • • • \. �• �'��' �ICENSF.1" No. 58705 we NOTES: TES ���; 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN, FOR EQUAL -LEG • • • • • • • • • • • C� •'•F40R11) / �i WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE • • • • • • • • • • • `rS ''i/ TO DETERMINE THE WINDOW SIZE. • : : : : • • • : //ONAL00 : : • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • A. LYNN MILLER, P.E. P. E.# 58705 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Overall Width Sash Configuration Sash Width Range (in) 9 Glass Types: 1, 4, 5 Design Pressure (Ibs/ft) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. /4-%z-1/4 12.038 - 12.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3-1/3-1/3 12.053 - 15.008 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 %4-%-%4 12.038 - 13.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 49" �/3-�/3�/3 13.303 - 16.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 /4-yz 1/4 12.038 - 14.333 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 53-1/8" 14.334 - 18.050 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 �4-1/-y4 12.038 - 16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 61" 1/3-1/3-�/3 16.303 - 20.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4-t/z-%4 12.038 - 20.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 76" custom 20.053 - 22.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Y3-Y3-�/3 22.186 - 25.675 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4-1/2-1/4 - 24.082 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +58.2 1 -58.2 +53.9 -53.9 +48.7 -48.7 92-1/8" custom 24.083 - 26.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 1/3-8/3-Y3 26.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 %4 1/-1/4 " - 25.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 48.7 97" custom 25.303 - 27.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 custom 27.186 - 31.038 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.6 -58.6 1/4-1/2-Y4 " - 28.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 109" custom 28.303 - 29.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +59.8 -59.8 +51.3 -51.3 custom 29.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 �0.0 +60.0 -60.0 +52.5 -52.5 120" 1/4-1/2-t/4 " -31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 1 -58.2 +53.9 -53.9 +48.7 1 48.7 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57.924_ 2 MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 NOTES. 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. •• ••• • • • • • •• • •• • • • • 600 • •• ••• •• • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T 1/8" AN GLASS .090" PVB 1/8" AN GLASS 30 a 12"NOM. GLASS SITE EXTERIOR a GLASS TYPE 1 13/16" NOM. ` GLASS STACK AIRSPACE-$� j�/090" PVB 118"AN GLASS _jI1T 1/8"AN GLASS 1/2' NOM. GLASS BITE EXTERIOR a �oR 3B GLASS TYPE 4 13/16" NOM. GLASS STACK AIRSPACE 090" PVB 1�1/8"AN wn 12"NOM. GLASS SITE EXTERIOR T aI 70-73 33 oR 33B GLASS TYPE 5 b 00 =16 M >Y > ^aL co o in v1 V N iw alo0 0 r M i a ¢ _ to Z O 1, o z W m i W o n co s� ui mwo F Z V i s Q° °N JMO Or U ; O o �z o z co x W J W J M rn W J O F O O W W 0 0 (n /n Iaa 35 = W a o o z_ z n w U � � J W = a p, () Sa s ` \1lullllrr/r/ LYNAI LICENSR •���': Fes,•'• � N0. 58705 qz = TONAL E? ` /////II I111j11 A. LYNN MILLER, P.E. P.E.# 58705 TART F . Overall Width Sash Configuration Sash Width Range (in) 2 Glass Types: 2, 3 Design Pressure (lbs/ft ) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1/y_1/2_y4 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" /a-Y2-1/4 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6E0 -80.0 +65.0 -80.0 +65.0 -80.0 1/ 1/3-%3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1 /8" %4-1/2-%4 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3 1/3-�/ 1 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" 1/4-1/2-1/4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-Y3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %2_1/4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/ 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Ya-1/2-y4 - 24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 92-1/8" custom 24.083-26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3 1/3-1/3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/a-1/2-1/ -25.302 +65.D -80.0 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 27-186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %4 1/ _ Y4 - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-y3-y3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4 % �/4 - 29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 1 -80.0 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 y3-1/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4-1/2-1/4 '• - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 1 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 custom 33.186 - 38.222 1 +65.0 -80.0 +65.0 -80.0 1 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES_ 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 • -1/8" HS GLASS .090" PVB 1/8" HS GLASS 30 24 �ppmved ae couplyiat wlt• lb 1/2" NOM. Floc & B 1di-9 GLASS BITE Date EXTERIOR 40AM , Yalarl Produet a1 74 32 GLASS TYPE 2 3/16" AN GLASS x .090" PVB 30 • 3/16" AN GLASS d co Y Lu z rn 23 w Cl) 1n^NOM. (ifQ p D GLASS BITE } r In » O EXTERIOR C7 N o w ' 0 Q a v y O Z Z 7a O LL o W Z to mx J LU n 32 S ui s GLASS TYPE 3 W U 6 ®� n J u.xo.p -oN OW a S2 ¢ 5MO > in p m a Z Z W J rn J F O m W O # 0 O U) laays = W a g ¢ Z_ Z r- w U) v J W = ami sa0 s „as ,,, \ANY LYNN �... Mil a . UCENSF •- �� *.. No.58705 1k - 7411 SATE OF (�\ �C�s •'•F�ORIDP..•'G��\ NAL IN A. LYNN MILLER, P.E. RE.N 58705 Overall Width Sash Configuration Sash width Range(in) Glass Types: 6, 7 Design Pressure (Ibs/ft2) for XOX Windows Meeting Rail: Standard �21-1/8"Overalll­lgt.j29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" 1/ �/a 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3 1/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" !/3-1/3-1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �4-Y2-�/4 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1/8" 1/3-%-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" Y4-Y2-1/4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-%3 1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4-1/-1/4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.9B 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4_Y2_1/4 ""-24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 92-1/8" custom 24.083-26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 'I/4_'I,_1/4 " -25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 _74.1A +65.0 -67.5B 97" custom 125.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 Y3-%3 1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4_1/Z 1/4 '- - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 _74.1A +65.0 -67.5B 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 1/3-1/3-1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 Y4-1/2-Y4 - 29 463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 �4_Y2_Y4 --31.052 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B E custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 +65.0 -68.4 custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 •` MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 •• MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 13/16" NOM. GLASS STACK AIRSPACE 090" PVB 3/16" AN OR TP GLASS 1/8"AN GLASS OR IB 4 t • 1 33 OR 38 J GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) -8u.0 FUR GLASS TYPE 7 e-75.0 FQpj.'LVF,VPF77 • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • °D Y W ? N can 3: 0 ",, I m b o On C7 N w Q O z z z-m aF o� d w o 00 a ¢ 7N oMu LU > - z o rn Z U W J w ~ 0) O Ir w r 1n laa4s O = W a o o Z_ Z r- w 0 O J Fn W = Q aurz 0 - saa s ,.ag ONY LYN4, VIGENSF' _ * No. 58705 Off'. S qTE OF jv Cis '7ORIDP,.•'GN ��%S��NAL EN�.�• /////l II I11111 A LYNN MILLER, P.E. P.E # 58705 Overall Width Sash Configuration Width Range (in) Glass Types: 8, 10, 11 Design Pressure (Ibsi t) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. y4-y2-y4 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +8D.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 %3-1/3 1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/4-1/2_1/4 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-Y3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8" �4_1/2-1/4 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 14.334 - 18.050 +80.0 AMID +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/4-y2-y4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3 1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4_1/ 1/4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-Y3 22.186 - 25.675 +80.0 -110.0 +80.0 -11 D.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 1/3-1/3-1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 1/4-1/2-1/4 '- - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 1/3-1/3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98.9 Y4_1/2-1/4 - 28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 1/3-1/3-1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.9 Ya-1/2_ Y4 " - 29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 %3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -92.3 1/a-1/2-1/4 "" - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 -91.5 custom 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.6 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL 1MDTH - 58.556 2 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. •,r--3t16" AN GLASS .090" SG 3116" AN GLASS 30 23 12" NOM. GLASS BITE EXTERIOR 74 32 GLASS TYPE 8 13/16" NOM. GLASS STACK AIRSPACE .090" SG 118" AN OR TP GLASS 3116" AN GLASS • 31 74 1 OR 1B 112"NOM. GLASS BITE EXTERIOR 33A OR 33B 70-73 GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES •• ••• • • • • • •• • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ti w ? °D Y (n M naH w 0 No o O N 7,o0 Q CQ i w O g K to Z Q J O a Z L mx 2 W O r 2 w oO J g Mo.O n F Z V ®¢ Q IN 0M0 O Lu r z o U Z W LU 0 J O) O ® � N w c' o C # = BE O =) u) 7.a45 5 = Lu w o =1 D- o Z Z 0 ti U J W a = Q -1) 0 sao s „as / LYN1y�/.. . P�.. UGEN3E'•. ����� No. 58705AT CA D - 7 �Nj .'o A IIII A LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Width In Range 9 (in) Glass Types: 9, 12, 13, 14, 15 Design Pressure (Ibs/ft2) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37Oeerall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" OMerall Hgt. �4_1/2-% 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 44" 1/3-1/3-1/3 12.053 - 15.008 +80.D -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" '1/4 1/2-Y4 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-y3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1 /8" �4_1/2-1/ 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-%3 1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110-.0 +80.0 -110.0 1/4-y2-y4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/3-1/3-1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 1/4--y2-y4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y4-1/2-y *• - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3 1/3 1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +13U -110.0 +80.0 1 -110.0 1/a-Y2_1/4 - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y3-1/3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/a-1/2_Y4 - 28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7` 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/a-1/2_1/4 •- - 29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0' -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4 -1/,-1/4 •' - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 A 0.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7" El 20120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -11! EF 80.0 -110.0 +80.0 -110.0 +80.0 -107.8 custom 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +8 "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • 3116" HS GLASS .090" SG 3/16" HS GLASS 23 30 2' NOM. GLASS BITE EXTERIOR a 74 32 GLASS TYPE 9 13/16" NOM. GLASS STACK AIRSPACE .090" SG 118" AN OR _ TP GLASS 118" HS GLASS 31 74 1&R 1B 1/2"NOM. GLASS BITE EXTERIOR a 70-73 33 OR 3B GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) _ 13/16" NOM. GLASS STACK AIRSPACE - 090" SG 3/16"TP AN OR SS _y 1/8" HS GLASS TP GLASS 0.0 -110.0 +80.0 -110.0 80R 1B 12" NOM. 10.0 FOR GLASS TYPES 9, 12,13 8 15 '� GLASS BITE EXTERIOR • • ��F�I • • • 70-73 GLASS TYRES 8 - 16 • • \-R 613 • MAY •OW BE LOS" • • �-i • • • WITH INTEGRAL FIN GLASS TYPE 14LANNEALED) • FRAMES GLASS TYPE 15 (TEMPERED) • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ti °D Y W 7 M > nab w o ae o O CN o aloo Or � N ah OO O O Ji o m x Z J W n f0 = U U_ LLJOD H Z G oN JMO W H Z o Z U Q W J 'j 0 W J m ¢ ~ LL O m x K O rn 1aa45 = w o a o Z Z I� F � U J W = a o al)�1 sap sa!,as \1111111111 ///l ANY LYNN LICENSE No. 58705 -_ �T� �- �'• ATE � i CAS, "t ORIDP.. 'GEC '1S70NAL IE" A. LYNN MILLER, P E. P.E.# 58705 Glass Types: 1 thru 7 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: Anchor Quantities for XO & OX Windows - --- - --- - -- --- Meeting Rail: St Width Overall 22-1/8" Overall Hg 37" Overall Hgt. 49" Overall Ha 5" Overall 63" Overall Hgt. ��j a a a a 2i i4iHead&Sill Head & Sill m Head &Sill Head & Sill m Head & Sill20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 325" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 472 2ANCHORSANCH IRS AT4 ANCHORS 37" 1+C2+1 1+C2+11+C2+1 3 1+C2+1 3 1+C2+1 3 AT THE E FIXELITEIN THE SASH JAMB 49" 1+C2+1 2 1+C2+1 2 1+C2+1 1+C2+1 1+C2+1 3 61"077' 1+C2+1 2 1+C2+1 1+C2+1 ++ 1+C2+1 3 23" MAX. o.C.+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1' 31+C2+1 2 1+C2+1 2 1+C2+1 1+C2+1 + 3+1` ----- --- '1+C2+1 FOR GLASS , 4 & 5 ----J �- - ---- 9" MAX./ X O / TABLE 13: 22-112" Glass Types: 8 thru 15 MAX. O.C. Anchor Quantities for XO & OX Windows Meeting Rail: Standard \—MEETING RAIL Overall 22 1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. REPEAT ANCHOR PATTERN AT SILL Width Head & Sill E Head &Sill m Head & Sill Head &Sill m Head &Sill _ 01 12" MAX. o.C.�- 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3/// �// 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2-ANCHOR 3-ANCHOR 74" 2+C2+2 2 2+C2+2 21 2+C2+2 1 3 2+C3+2 I 'Al2+C3+2 4 CLUSTER DETAIL CLUSTER DETAIL TABLE 14: 4" MAX. O.C. —� Anchor Quantities for XO & OX Windows Glass Types: 8 thru 15 Meeting Rail: Heavy -Duty Width Overall 22 1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. //// Head & Sill E Head & Sill E Head & Sill E Head & Sill m Head & Sill Head & Sill m > 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 •• ••• •• •aa. • •• 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 9 0 •• i4-IN" • A� •• 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 ••. :CSEDf�Y of ••• •• • • • •• 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 NOTES: 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C4+2 4 • • • • • 1) OVEWLL (TIP4FO TIP) DIMENSIONS GHOWN. FOR EQUAL -LEG • • WINDOWS SUSTR•ICT 1" FROMITHWrIP•rO-TIP DIMENSION IN THE TABLE 76" 2+C2+2 1 2 2+C2+2 12 2+C3+2 3 2+C3+2 3 2+C3+2 4 2+C4+2 5 • •• • • TO DL•rEF:AINC THE WIND(RV SRE. • • • • • • • • • • • • • : • 2) FOR 4I�S CLJI-10 N,%L&D 5P•lt THE NEXT AVAILABLE SIZE. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 000 0 • U W � w o rn �p o O a)od (7 N O w W Q O O vM a� cn Z Q J O LL (n W w O Z mx a� v C) ®j< M a "o r LU Fzc = a aN JMO LLJ ' H O Z a0 v Z FJJ W m LL O O H o ® # N 0 0 Q IaavS < d o Z O O n U U J Z = ao „¢, �1 `��111111i1//// LYN/y �ICENSF���� i No.58705� - o _ �� y TT, (`��� //"SlIONAL A. LYNN MILLER, P.E. P.E.# 58705 O\erall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 1, 4, 5 Meeting Rail: Standard 21-1/8" Oeerall Hgt. 29" Oeerall Hgt. 37" Owrall Hgt. 49' Overall Hgt. 1 55" Overall Hg[. 1 63" O\eerall Hgt. Head &Sill ,E, a Head & Sill a Head & Sill a E Head & Sill a E Head & Sill a E Head &Sill m E 1/4-1/2-1/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44„ 12.053 - 15.008 1+C2+7+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a-1/2-1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/J -1/3- Y3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a-1/2 1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/3 -1/3- 1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4 1/z-1/4 12.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/3 �/3 �/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a-1/z 1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3 Y3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/z 1/4 - 24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/3-1/3-1/3 26.186 - 31.038 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4_1/z 1/ -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 custom 27.186-31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/4_1/2_1/4 •'-28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 109" custom 28.303 - 29.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 custom 29.186 - 31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 120" 1/4-Yz 1/4 - 31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 1 21 1+C2+3+C2+1 1 31 1+C2+3+C2+1 31 1+C2+3+C2+1 3 12" MAX. O.C. - ,F7 2-ANCHOR CLUSTER DETAIL " MIN. SASH WIDTH (FLANGE WINDOWS) = UV LKALL W IU I n - o r.ez4 2 " MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 5&924 2 GUIDE TO USING ANCHOR QUANTITY 1+FC2+3+C241113' TABLES FOR XOX WINDOWS: CLUSTER OF 2 CLUSTER OF 2 3 ANCHOR: ANCHORS ANCHORS IN THE 1 ANCHOR AT CENTERED AT THE 3ANCHORS AT CENTERED AT THE JAMB THE SASH MEETING RAIL TLITE HE FIXED MEETING RAIL 22-1/2" MAX. O.C. -�{ • • -•-• • • • • • • • JANCHOR AT 9�� MAX • •�- Q2a MFK OIC. • • •THE SASH --� ----� r•---- t--t-• • r• ram•• 9"MAX. NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG • • • ME 1 RAIL • • • • gEPHNT ANCNORiAT•ERI•AT SILL WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE • • • • • • • • • • TO DETERMINE THE WINDOW SIZE. • • • • • • • • • • • • • • • • • • • • • • 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. f • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LU ? Co L In v c a, O o N W o slop O0 a N i w O M 0_ cn Q o O z W So mx _ J w r- 2 W oo UUd ®� ,c a uMo,p < oW F omt S2 r > y rn m O Z U zW _1 O m H 01 IL O } ® = Fr O F- z ,aa4 < O o o � z � O U U � J z = Q a+ly Q sap s rr O\AY LYN ��........Ny�' VICENSF No.58705� �G = p . 7�- ;O;;kN . ST TE� ' S,1O EG` 1NAL 1N\`` A. LYNN MILLER, P E. P. E'*58705 Overall Width Sash Configuration Sash Width Range (in) Glass Types: 2, 3, 6, 7 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 'o Head & Sill E Head & Sill a .o m Head & Sill Head & Sill E Head & Sill n Head & Sill a /a-1/2-�/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44" 1/3-1/3 1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/s-1/z-1/a 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/3 -/3-1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a-1/z 1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/3-1/3 1/3 114.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 11+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a-1/z-1/a 12.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/3-1/3-%3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i/41/2_1Y4 12.038 - 20,052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a 1/3 �/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a-1/2-1Y4 -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 11+C2+2+C2+1 31 1+C3+2+C3+1 3 1/3 -/3 1/3 26.186 - 31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/a-1/z-1/a --25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3 1/3-1/3 27.186 - 32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/a 1/z-Ya ---28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 109" custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/; 1/3'1/3 30.186-36.575 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/a 1/2-ya -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 113-5/8" custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3 1/3 1/3 33.186 - 38.222 1+C2+2+C2+1 +C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/a-1/z 1/a -31,052 1+C2+3+C2+1 +C2+3+C2+1 t2l+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 121 custom 31.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 custom 33.186-38.222 1+C2+2+C2+1 +C2+2+C2+1 121 1+C2+2+C2+1 2 1+C2+2+C2+1 r3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 " MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 " MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C. 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. -I r+- n _F7 3-ANCHOR f I I ICTFG nrTAII GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: CLUSTER OF 2 CLUSTER OF 2 1 ANCHOR A ANCHORS ANCHORS El"AENT-ME SLl1TERED AT THE THES SO MEE G • 3 AjICFlPR� MEETING RAIL ♦TH• FI)ED I•TE 3 ANCHOR: IN THE JAMB 22-1/2"MAX. O.C. �• 9" MAX --h----� • • • 7 • • • • • • • • • � 1•' M O.C. 1 ANCHOR AT THE SASH I r---- r- C 9"MAX. • • • •X - • • O �• • .1Y • • • • •-MEET•JG RAIL • &EPGP.T ANCHOR PATTERN AT SILL • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Co W i y M (Y 3r as K w CID O O to aloe CO N w O M ir rn _ Z OJo z LL W U U o ®a J Fe wp r 1-W < J '�N 9ma v ' I- O o _ m Z Z W J J Co CO LL O t¢- O 0 ® m N H = 0 O t z Iaays 5 = o Z O O g x U � J z 2 ¢ aq�} ¢ osap s ua5 00 LYN/v j ' No. 58705 STAVE OF ((� 810NAL \E, 00111 A. LYNN MILLER, P.E. P.E.# 58705 TARI F 17 Oeerall Width Sash Configuration Sash Width Range (in) Glass Types: 8, 10, 11 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Oeerall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head & Sill a E Head & Sill a m Head & Sill a E Head & Sill a E Head & Sill n Head &Sill .❑ '/a-'/2-% 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 '/a-1/3-1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/4_1/2 1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" ''/a--1/z 1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3 1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 61" 1/4-1/z 1/4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 16.303 - 20,675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1%_1%_% 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3_1/3-1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1/4 1/z-1/4 - - 24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4_1/2-1/4 - 25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 27A86 - 32.675 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+2+C2+1 12 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4_'/z 1/a -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 109" custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 '/3-1/3 1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 1/4_1/2-1/a "•-29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 113-5/8" custom 29,464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3 1/3 1/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 1/4_1/2 y4 --31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 custom 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+3+C3+2 3 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 -MIN. SASH WIDTH (EQUAL -LEG WINDOWS)= OVERALL WIDTH-57,556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C. --r� 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: CLUSTER OF 2 CLUSTER OF 2 �ANCHO R: 1 ANCHOR AT ANCHORS ANCHORS IN THE CENT REU A1Mi :EN7ERE11THE JAMB THE SASH METING RAIL 7ANGHORS A.T • M TIRG RAIL • THE MXE• LIE 22-1/2" MAX. O.C. = • • • • • . • • 1 ANCHOR AT 9" MAX. • • • • •I•� 1t, MAC 0.&. • • THE SASH - J L" _" _ J _aREPEWAkjCH@R 9�. MAX. JETT • • •• • • •JTIN6 RAIL Fill AT SILL • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OD Y W LU - w O n a �❑ u1 o O U O N a ❑ w OJ of Q O M _ Z Z O LL o mx Z J W - o n _� o� U U o ®z J FA oo WZ OD i¢ Q ON cMa W , Or V H o� O Z U Z J O W In H¢ m LL O M a. = Cif O Z laaVS � = Q 7 O Q Z O o W O 2 U Of J Z = Q Q aIl'1 �sap s �.a5 \ON� GENS�����' * No. 58705 �Q� $tq�E�F/o ' cV�: /ONAL ll I IEN ` A. LYNN MILLER, P.E. P.E.# 587D5 Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 9, 12, 13, 14, 15Meeting Rail: Standard 21-1/8" Overall Hgt. 1 29" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head & Sill n E Head & Sill a ' Head &Sill a ' Head &Sill a Head &Sill a ' Head &Sill a 44" 1/a-/z-�/4 12.038 - 12.052 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �/a-1/s-1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" �/y_1/2_1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3 1/3-%3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/a-1/2-1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-�/3 1/3 14.334-18.050 t+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 12 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 61" /4-/z-�/4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 Y3-/s-% 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/4-1/z-�/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 %31/3-Y3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1/4_1/2_�/4 -24.082 1+C2+3+C2+1 2 i+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-!/3-�/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 %4_�/2-�/4 -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3�/3-�/3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/a-/z-y4 " - 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 109" custom 28,303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 �/3 1/3 1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1/4-/z-�/4 --29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-5/8" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 �/3 1/3 �/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 ya-/z-y4 " -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1 1+C3+4+C3+1 3 1+C4+4+C4+1 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 custom 33.186 - 38.222 2+C2+2+C2+2 21 2+C2+3+C2+2 2 2+C2+3+C2+2 21 2+C3+3+C3+2 3 1 2+C3+3+C3+2 3 2+C4+3+C4+2 4 - MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 - MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT i" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX O.C. -�-►- 2-ANCHOR r`I I ICTCG nF:T411 6" MAX. O.C. -►I 7117 3-ANCHOR CLUSTER DETAIL 4" MAX. O.C. �- 1 '77 4-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY F TER OF 2 CLUSTER OF 2 TABLES FOR XOX roR• • • • • • NCHQF� 3ANCH0' 1 ANCHORAT ED ATTH. ENfER[D ATTHE INTHEWINDOWS: THE SASH H SJAMBINC, RAII. • _.._ _...__ ..__ 1 0 MlETIItlG RAIL AN 224/ 9 MAX O.C. _� I -� • � � Z•MAX.MAX Cr � � • 1 THE SOASMAXHT • • - .04 _ _ _ • J 1-4 - •- J 96MAX. X • • • X • •---} • • r M•- E NGsRAIL-• • • REPCT•4TJCH%I ATTERN AT SILL • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • b 00 `- Y W z > w M n . ,a K �� o O '120 Q zw Ors �� _ rn LU Z O J LL LU Z 0 7 U J J o I• r U c5 ®a um ai0oN LU Z i ¢ Q `JMO O j I'_ F z o - U of J Lu in LL JO O # 0 Z iaa45 = O Q Q C) 1_� Z O cc U Z S a ,\_�A, I//i pNY LYNN ���•' •OGENSF _. ;r No. 58705 S A'T_E OF 'SS"ONAL ENG A. LYNN MILLER, P.E. P-E # 58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE —I OVERALL HEIGHT I 1/4" MAX. SHIM EXTERIOR a INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4" MAX. SHIM EMBEDMENT SEE TABLE NOTE B, FOR HEAD TYPE EMBEDMENT EDGE " m DISTANCE e F7EE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, , SEE TABLE 19. ,)12" LENGTH, CENTERED ABOVE SASH / TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. VISIBLE LIGHT HEIGHT 4 52 6"LENGTH,CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS, (P# 60). INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X KSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET, 1/4"MAX. SHIM EMBEDMENT' SASH VISIBLE 4 12 LIGHT WIDTH . EDGE DISTANCE FIXED VISIBLE LIGHT WIDTH EXTERIOR , 14 15 a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE OVERALL WIDTH - DISTANCE PER I SUBSTRATE, SEE TABLE 19 HORIZONTAL SECTION A -A & NOTE B FOR HEAD TYPE. (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) — ONLY REQUIRED IF NOTES OVERALL HEIGHT IS J OVER 63". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE _ OFTHEWINDOW. EMBEDMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 19. ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. . WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X I EDGE TYP. ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY 1� DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN INSTALLATION OPTION 2 DISTANCE PER SUBSTRATE, SEE TABLE 19. AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B I EXTERIOR V ' MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 19, Min. Edge Min. Anchor Substrate Distance Embedment Southem PWe = 9/ 1- 8" #12 Steel, 18-8 410 Aluminum,6063-T5 min. • i/P' a • 0.QF3" • or SS Screw A36 a 00 2 0. Steel Stud•C•. 33 rqn• • 414' j).045y ) Concrete (min. 3.35 ksi) 1" 1-314" CreteFlex 1/4" 410 Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" 1/ Steel Conc to (min. Il Ultracon Ungroute• OMU, (AS•M C-90) • 2-112" i-1/4" • South P (S(!- 55) 1- 8" 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19, A) MIN. OF 3 THREADS BEYOND THE METAL S 05%TRATE. '%USE ONLY FLATHEAD ANCJ-IORS IN HEAD AND GULL. PAN/HEX/FLATHEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" ff Y BE USED FOR �R CMU AP "ON& • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Approved a wMplying with rib FTurtdn Idling C g 4�N 40A# 1 mi—I Dade Prodaa Control b a0 Y W = J M 1>n 9 =a w O No } o 2- O C1 N i ti O O� Z z QJ O ah LL rS W O Z o� U L) o ® J J xH umoip r n IT H' W ¢ .pN 9M17 ^o > F- Z u Z LL W W ZQ rn LL O m ® rn N J LL I—S _ O Z x O F- a Q O 0 Z J w O J � U) _ Q anq rosa0 s ua5 \\II 111111Ij/, \\,\ON GENSN�/�'� G * No. 58705 =0S TE 411 //1/111111111� A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. DIRECTLY INTO CONCRETE/CMU. 1/4" MAX. SHIM EDGE DISTANCE EMBEDMENT 1/4"MAX, EMBEDMENT EDGE SHIM DISTANCE --- TYP� R TYPE, , EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. F�B� F�I� •e l 3 II I I yy III 20 ABOVE SASHCENTERED 16 BUCK HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. VISIBLE LIGHT HEIGHT 6" LENGTH, CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS, (P# 60). ONLY INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1/4" MAX. SHIM 6 f EMBEDMENT SASH VISIBLE 12 LIGHT WIDTH 17 EDGE 35 ' DISTANCE FIXED VISIBLE LIGHT WIDTH EXTERIOR V 88 ' a TYP. ANCHOR TYPE, BUCK WIDTH _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 20 HORIZONTAL SECTION A -A & NOTE B FOR HEAD TYPE (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) 36 REQUIRED IF BUCK NOTES: HEIGHT IS OVER 62". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMFrS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 1/4" MAX- SHIM 7KEMBEDMENT EMBEDMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 20. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. iX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. EXTERIOR WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X EDGETYP. ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY DISTANCE AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATION OPTION 2 SEE TABLE 20. OR ARCHITECT OF RECORD. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20. Anchor Substrate Min. Edge Min. Distance Embedment southern P e ( = .5 9/ 1- 8" #12 Steel, 18-8 410 Aluminum,4$063-T5 min. • *Ili • O.Qli • or SS Screw A36 5 e Steel Stud•Or. 33 ran• • :/i" 40.045"jj18 (•a) Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Southern Pine (SG=0.55) 1" 1-3/8" 1/4" Steel Concrete (min. si) • 1� • T.B. URracon Ungrcutef StdU, (AS•M C-90) • 2-U2" 1-1/4" • South P e (S - 55) 1- 8" 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL TYP, ANCHOR TYPE, _EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. A) MIN. OF 3 THREADS BEYOND THE METAL •SMTRATE. %USE ONLY FLATHEAD ANWORS IN HEAD AND L. PAN/H EX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UPJGROUTED CMU" VAI j ES.MAY BE USED FOR RQUTF•D CMU AP:ICATIONS. • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6 ro Y LU K o th to ay ¢1¢ N p O O aloe O N 2 0 cn Q Z 0 J O a n LL W O Z o� u L) ®� p oip r H LU ¢ J H oN 9mp W .� c=7 Y p ° Z_ 0' J C0 LU J 01 IL J O -Ij O m j ® m N u 0 LU W F O Z 1aa45 = O o 2 D ¢ Q o Z J n U J Q Z = al/q -sap s oa5 \\1 t11111111///// NY LYIVN No.58705� VTE57 FFF '4ORIDP.,.-G\�; A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21, \ �-- EMBEDMENT EDGE EDGE DISTANCE I~ DISTANCE EDGE DISTANCE EDGE DISTANCE EMBEDMENT L1/4"MAX. SHIM 12" LENGTH, CENTERED 2 20 ABOVE SASH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE) DISTANCE PER 16 1 SUBSTRATE, SEE TABLE 21. VISIBLE LIGHT HEIGHT 52 BUCK HEIGHT G C 50 L 1/4" MAX SHIM EDGE DISTANCE �{ EMBEDMENT �TYP. ANCHOR TYPE, EMBEDMENT INSTALLATION OPTION 5 AND EDGE DISTANCE PER ANCHORED THROUGH FIN INTO 2X SUBSTRATE, SEE TABLE 21. WOOD FRAME OR BUCKSTRIP. VERTICAL SECTION B-B 1w, MAX SHIM INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SASH VISIBLE LIGHT WIDTH EDGE DISTANCE 1l4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. I _ FIXED VISIBLE II LIGHT WIDTH 63 EXTERIOR CAB 16 V 14 15 (� ` 1— BUCK WIDTH - HORIZONTAL SECTION A -A .-. (SHOWN WITH I.G. GLAZING) NOTES EXTERIOR 15 EDGE DISTANCE EMBEDMENT 1/4" MAX. SHIM INSTALLATION OPTION 6 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING TYP. ANCHOR TYPE, OR STEEL STUD. MAY BE VERTICAL OR EMBEDMENT AND EDGE HORIZONTAL SECTION C-C HORIZONTAL SEE SUBSTRATE DISTANCE PER SUBSTRATE, (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 21. SEE TABLE 21. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 21. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 3) ANCHOR TO BE INSTALLED WITHIN 2-12" OF FIN CORNER. Anchor Substrete Min. Edge Distance Max. O.C. Min. Embedment 2-1/2" x .113" Box Nail S P e ( G= Q . M) 7 !1 5" 2-7/16" 2-1/2" x .131" Common Nail a Southern Pin4(11G=655)o • •3/86 5" 2-7/16" 2-1/2" x .145" Roofing Nail Souffit P e ( _ .55) 3!8" 5" 2-7/16" 2-1/2" x .145" Roofing Nail Do SS11Man Pinat(%G=0.5i) • •3/86 • 5" 2-7/16" #10 Steel Trusshead Screw or #12 Steel, 18-8 or 410 SS Screw • • Southern Pine (SG=0.55) 1!2" 5" 13/8" 0. 125" Aluminum, 6063-T5 min. 5/161, 0.050" A36 Steel 5/16" 5" 0.050" 0.045"4(18 Ga) Stgal S&ud, &r. W min. 1 05 1 j; I) MIN. Ur J INN UJtl 0NU IPIC`MCIALSUC IINIL. • • • • • • • • • • • • • •• • • I. • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W ? co Y y � w O > O w o K 0 aloo O 1n O (7 04 O M w J t7 _ w to Z J O a y m o0 J_ LU � r _ UU_ d ®F J r e ""'a 00 H Z V G W H A p a Z Z_ z ° J J Q L J O a O ® rn af N W i ~ Z u Lr O — as z0 O Q < Z J f U _j H z J Q = an l sap s c NSNM�� \\ 0 •. ST�TEF!(!� ORIO � //"&/ONAL 10 A. LYNN MILLER, P.E. P.E.# 58705 2724" 2.560" 062" O HEAD, FLANGE FRAME 2.724" 3.651" OSILL, FLANGE FRAME 2.105" ---------- .062" 2.273" .062" tt SASH PULL RAIL 1j .050" .045" i lir 795" 795" -.492" @ 7/16" BEAD z4 5/16" BEAD z7za° - 3.184" - 062" Oz HEAD, INTEGRAL FIN FRAME 2.724" �{ 4276" - s SILL, INTEGRAL FIN FRAME 170" Imo- 2A49" 1.300" �f- el 1.300" � 1.136" IT 72 SASH LOCK RAIL to SASH TOP 8 BOTTOM RAIL TABLE 22: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Material Min. Fr Mln. F„ Steel Screw 92 ksi 1 120 ksi 18-8 Screw 60 ksl 95 ksl 410 Scww 90 ksi 110 ksi Eko UltmConS 155 ksi 177 ksi 410 SS Eko CrateFWO 127A ksi 189.7 ksi 6063.T5 Aluminum 16 ksi 22 ksi A38 Steel 36 ksi 58 ksi Gr. 33 Sleet Stud 33 ksi 45 ksi 2.7za^ 2.060" �L L�__'F .062" OHEAD, EQUAL LEG FRAME 2.724" r{ 3.151" O SILL, EQUAL LEG FRAME 1.488" -� 2.786" 062" - OJAMB, FLANGE O FRAME 1.246" 1908" 062" to SILL ADAPTER 2Al2" .987" �- 2.786" 2.786" .062" .062" OJAMB, INTEGRAL O JAMB, EQUAL LEG FIN FRAME FRAME 040" 1.513" .062" _3L .723" -�{ .808.. .875" 17 INSTALLATION le HOLE COVER WINDLOADADAPTER " 5 1.41.41�{ I jam- 1.446" +-+ .710" � .518•' 040 S SILL TRACK z0 ANTI -LIFT CLIP 360" �77" .045" pllt32" .070"�- S HD MEETING RAIL is STD MEETING RAIL is SCREEN ADAPTER 2 AA IG BEAD .464" --- 798" .065" -► - 2t6 IG SNAP BEAD HOT -MELT • • 000 • • • • • • • SILICONE BUTYL AWMINUM • • F�L1�SO�1T EEl DESICCANT FILL STRUCTURAL REINFORCEMENT • • • • 5/16" NOM. • • • • • • • • SILICONE POLYISO- 1/4" NOM. 3/1fi" NOM. mo. 5!'�" ISM.• • BUTYLENE WITH STRUCTURAL BU1S'L•• • • • • SEAL DESICCANT SILICONE DESICCANROLL-FORMED FOAM WITH FOASTAINLESS STEEL EXT.GLASS DESICCANT EXT.G S EXT.GLASS •EXT. GLAS INT. GLASS INT. GLASS INT. GLASS • • . (:ASS • KODISPACE SUPER SPACER® UFtASI tL®: • • • • • L GET' 70 k 4SG TPS 71 NXT'u • SPACER • 000 • 73 WAER • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z m Y LU � o (h (n nay w > C) I Q w y at�O � Q O O Qj a _ Z Z O o L- CDD i ZLull °' J 's I� UUo ®� W a ¢ r JMO O Ln p a Z J LL O O 00 a � aa4S 0 O !n Z O o 0 Z H E 7 O J X = w an!1 "osa0 s ua5 \ �1 LLCEN6, •., �� * NO. 58705 ,�O 7A IENG`�; A. LYNN MILLER, P.E. P.E.# 58705 TABLE 23 Item # Part# Description Material 1 624038 Head, Flange Frame Alum. 6063-T6 2 624039 Head, Integral Fin Frame Alum. 6063-TB 3 624040 Head, Equal -leg Frame Alum. 6063-T6 4 624001 Jamb, Flange Frame Alum. 6063-T6 5 624017 Jamb, Integral Fin Frame Alum. 6063-T6 6 624028 Jamb, Equal -leg Frame Alum. 6063-T6 7 624035 Sill, Flange Frame Alum. 6063-T6 8 624036 Sill, Integral Fin Frame Alum. 6063-T6 9 624037 Sill, Equal -leg Frame Alum. 6063-T6 10 624034 Sill Adaptor Alum. 6063-T6 11 624043 Sash Pull Rail Alum. 6063-T6 12 624006 Sash Lock Rail Alum. 6005A-T61 13- 624041 Sash Top & Bottom Rail Alum. 6063-T6 14 624027 HD Meeting Rail Alum. 6063-T6 624005 Std. Meeting Rail Alum. 6005A-T61 624047 Screen Adapter Alum. 6063-T6 624051 Installation Hole Cover Alum. 6063-T6 64125M Windload Adapter Alum. 6063-T6 V 624042 Sill Track Alum. 6063-T6 624015 Anti -Lift Clip Alum. 6063-TB 624009 IG Bead Alum. 6063-T5 624011 IG Snap Bead Alum. 6063-T5 23 624026 7/16" Lami Glaz. Bead Alum. 6063-T6 24 624013 5116" Lami Glaz. Bead Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Virryl for #624013 & #624026 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 712553K Mono setting Block 3132" X 114" X 1" Neoprene 33A 71715K Lami IG Setting Block 1/8" x 3/4" x 1-1/14" Neoprene 33B 624014 IG Snap Setting Block Vinyl 35 724045 Sweep Latch Cast Zinc 36 71298 Weep Hole Co%er Vinyl 37 41722 Hole Plug Vinyl 38 724021 Lock Rail Coeer, (LH & RH) Vinyl 39 724050 Pull Rail End Cap Vinyl 40 724048 Roller Housing & Sash Guide Vinyl 41 724052 Roller Wheels Brass 42 724054 Sash Top Rail Gasket, (LH & RH) Polyethylene 43 724055 Sash Bot Rail Gasket, (LH & RH) Polyethylene 44 724057 Frame Header Gasket, (LH & RH) Polyethylene 45 724058 Frame Sill Gasket, (LH & RH) Polyethylene 46 724063 Meeting Rail Gasket Polyethylene 50 Weatherstrip, .187" x .170", Fin Seal @ Sash 51 Weatherstrip, .18T' x .270", Fin Seal @ MR 52 57070 Bulb Vinyl 60 710X38PPAX #10 X3/8" Ph. PH SMS (Windload Adapter) Stainless Steel 61 781PQX #8 X 1" Qd. PH SMS (Frame & Sash Assembly) Stainless Steel 63 - Aluminum Screen with Fiberglass Mesh Varies 70 - Kommerling Kodispace 4SG TIPS See Sheet 18 fir Materials 71 - Quanex Super Spacer nXi 72 - Quanex Duraseal Spacer 73 ICardinal M- Edge Spacer 74 IDow 791, 899 or GE 7700 Backbedding Silicone ASSEMBLY DETAILS FOR XO FLANGE FRAMES (OTHER FRAME TYPES & CONFIGURATIONS SIMILAR) 61 INTERIOR 8), 1 61 1 61 � eppm d n asPb'iM WIlh o. I I i Date VO arl Dole eet " M I I � I I I 11 I 13 I 41 39 61 35 • l I! • • • • • • • • ONTEHIR • • • • • • •• I••• •• • • • 38 • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • TES: • • • • • • • • *)ALL CORNiRS T(&I" GASKET 6ND/OR 1-ALANT. 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W L LU = = rn M (n ^atf w o p O G �N y Q O 0 _ rn Z Z O Ji o r Z S mx w p = LLj V O O o e J ,7 w oN o w a F p o Z Z � J J � LL 0 F O rn w ® m N � # (_t laays O 2 w z o 0 Z etf r c' J O = Q In drrrl 'as20 sau35 \\\tlr 1. 11 �,rr" ` . pNY LYIV y� ., No. 58705�� �'Ale O / . ��(/�� F ;0NAL �N\ rrllllll A. LYNN MILLER, RE P. E # 58705