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WS-18-283Permit NO. UVS-2-18-283 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permi Permit Type: Windows/Shutters ork Classification; Window/Door Replalcem Pe►mit Status: APPROVED Issue Date: 4/4/2018 Expiration: 10/01/2018 Parcel Number Applicant 46 NE 92 Street Miami Shores, FL 33138- 1132060130040 Block: Lot: BARBARA JENKINS Owner Information Address Phone Cell BARBARA JENKINS 46 NE 92 ST MIAMI SHORES FL 33138-2812 Contractor(s) FLORIDA WINDOW & DOOR Phone CeII Phone (561)340-4300 Valuation: Total Sq Feet: $ 11,000.00 2669 Type of Work: INSTALLATION OF IMPACT WINDOWS INST No of Openings: 13 Additional Info: INSTALLATION OF IMPACT WINDOWS INST Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $6.60 $3.45 $2.30 $2.20 $5.00 $230.00 $9.00 $8.80 $267.35 Pay Date Pay Type Invoice # WS-2-18-66340 02/05/2018 Check #: 7711 04/05/2018 Check #: 7856 Amt Paid Amt Due $ 50.00 $ 217.35 $ 217.35 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration` of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFF : Ir :t all gte f -•oing information is accurate and that all work will be done in compliance with all applicable laws regulating construction . it i .-„� : I - :�~ e he above -named contractor to do the work stated. April 05, 2018 Author '• - < I a nature: Applicant / Contractor / Agent Date Buildin • - . artment Copy April 05, 2018 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue `Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature 4/4/1 8 5 Go 77— eez---0iu,1-ry Date Print Name Miami Shores Viiiage 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: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than lx), 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 BUILDING PERMIT APPLICATION 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 RECEIVED FEB 0 5 101B (ON FBC 201-4 Master Permit No. w S 18- 2.83 Sub Permit No. El BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 46 NE 92nd Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-013-0040 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Barbara Jenkins Phone#: 305-754-6072 Address:46 NE 92nd Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: N/A Phone#: N/A Email: CONTRACTOR: Company Name: Florida Window and Door Address: 7108 Fairway Drive Ste 120 Phone#: 561-340-4300 City: Palm Beach Gardens State: FL Qualifier Name: Scott Berman Zip: 33418 Phone#: 561-340-4300 State Certification or Registration #: CGC-1509450 Certificate of Competency #: DESIGNER: Architect/Engineer: ` /V)-491v- r- K1l rzSt Phone#: 951--/ 3S1-/-0460 Address: /00 Siw' 2-11` #JiO!o City: -f-i jd_RPf+d%1State: FL Zip: 3-R tiL%'Z Value of Work for this Permit: $ 11,000 Square/Linear Footage of Work: 2,669 Type of Work: ❑ Addition ❑■ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Installation of Impact Windows • Th4 l riy)pc,_(4"(AfkiVICIA.JS Specify color of color thru tile: Submittal Fee $ Permit Fee $ 2.3 0 • C CCF $ / CO/CC $ Scanning Fee $ Radon Fee $ 2 ' 30 DBPR $ 3' ,�S Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 2 I • 35 (Revised02/24/2014) Bonding Company's Name (if applicable) NA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) NA Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SignatureX OWNER or AGENT Signature The foregoingor�instrument was acknowledged before me this The foregoing instrument was acknowledged_lbefore me this 2day of , 20 1 , by / 2— day of/Y�/�(,K'ge, 20 1% , by Barbara Jenkins who is personally known to Scott Berman , who is personally known to me or who has produced 1 i Cr identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ****************************** ( APPROVED BY me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: A-<UL. A. 1-HAIViNibi-(61.Ja r,^ , COMMIF SICK # FF897717 EXPIRES July 09, 2019 F hxidallot2 ryS ervice.cen. *************************************************************** Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 'roperty Search Application - Miami-Uacte County nup:nwww.mtamtuaue.goviptupet tyscatcurtti i opal usuuuuaty OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-0040 Property Address: 46 NE 92 ST Miami Shores, FL 33138-2812 Owner THOMAS JENKINS &W BARBARA Mailing Address 46 NE 92 ST MIAMI SHORES, FL 33138-2812 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/3/0 Floors 1 Living Units 1 Actual Area 2,669 Sq.Ft Living Area 2,094 Sq.Ft Adjusted Area 2,234 Sq.Ft Lot Size 9,675 Sq.Ft Year Built 1948 Assessment Information Year 2017 2016 2015 Land Value $241,547 $241,547 $184,000 Building Value $163,658 $164,020 $164,382 XF Value $1,155 $1,173 $952 Market Value $406,360 $406,740 $349,334 Assessed Value $160,283 $156,987 $155,896 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $246,077 $249,753 $193,438 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 LOT 7 & E1/2 LOT 8 BLK 1 LOT SIZE 75.000 X 129 OR 11937-332 0983 5 Generated On : 8/15/2017 ml ,lilll N,E:..,9 2,N D S''�' uiVllpl�IIlI «III IIII�IIu�dll r �IIN Il�wlllll uS� illuli S'llull u, 'I li!IllulIIIIli u,u, Ifl Taxable Value Information 2017 2016� 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $110,283 $106,987 $105,896 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $135,283 $131,987 $130,896 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $110,283 $106,987 $105,896 Regional Exemption Value $50,000 $50,0001 $50,000 Taxable Value $110,283 $106,987} $105,896 Sales Information Previous Sale Price OR Book -Page Qualification Description 09/01/1983 $80,000 11903-3087 Sales which are qualified 12/01 /1977 t- $49,0001 09902-0069 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: FLORIDA Window & Door Corporate Office: 7108 Fairway Drive Suite 120 Palm Beach Gardens, Florida 33418 • F: (561) 624-8037 ❑ (561) 848-7011 Corporate ❑ (561) 340-4300 Palm Beach ❑ (954) 990-1800 Ft. Lauderdale 0 (772) 621-5905 Port Saint Lucie ❑ (305) 370-3770 Miami ❑ (941) 225-7555 Sarasota ❑ (239) 687-7555 Naples ❑ (813) 475-7555 Tampa ❑ (321) 332-1237 Orlando www.floridawindowanddoor.com • CGC 1509450 Florida Window & Door ("Seller") agrees to sell and supply customer and customer agrees to purchase from Florida Window & Doorthe following windows and other materials and services on the terms and conditions set forth below. All items purchased hereunder are covered to the extent applicable by the Limited Warranty. Contract subject to measure, engineering, city approval and use of elevator to stage and remove product. CUSTOMER INFORMATION First and Last Name ---6I'4- ic.f i Phone Number (�O',) 1� 0 1 Home Job Address Billing Address Street: Ne912 City: i1i1 J-iM I 61+012 State: f LOCI b- Zip: 3f c( Street: City: - State: Zip: Mr. Cell ( ) INSTALLATION CHECKLIST No verbal agreements are recognized. All terms must be in writing on the contract and specification sheet. Contact Info....We require at least 2 telephone numbers and an email address from every customer. Please agree to provide this information and the best phone numbers to contact you`during working hours (9-5). Project Coordinators....You will be assigned your own Project Coordinator who will be responsible to schedule the dates of your measure, installation and municipal inspections. Your Project Coordinator will contact you prior to your installation and let you know the time your Crew is expected to arrive within a four hour time frame; for example 8-12, but it does vary depending on job location, traffic and material pick-up. Installation time is approximately 8-12 weeks from date of measure. In the event in which a Home Owners Association (HOA) approval is required the installation will approximately occur within 8-12 weeks of "Seller" being notified of the approval by the HOA in writing. Should contract include special order items, patio enclosures, construction, Historical Board Approval, architectural renderings or site specific engineering the approximate installation date will be within 8-12 weeks of approval by the municipality. Installation dates are weather permitting, we use local weather reports as our guide due to Installation teams using power tools. We use are best judgment to ensure the safety of our Crews and Staff. If your installation is canceled for any reason other than weather we will gladly issue you a credit of $100.00 for your inconvenience. 6 A responsible adult 18 years or older must be at the installation site at the beginning and the end of the job. The head installer will do a walk around with you prior to starting work to assess any existing damage, landscaping, or any property that could be affected by the construction. He is available to answer any questions you may have at that time. The head installer is also required to do a post inspection when the job is completed. We want you to make sure that we exceeded your expectations, so go over the job very carefully. If there is anything that needs to be addressed, he will be able to take care of it, or ensure that any necessary parts are reported and ordered. Your balance due is payable by cash, check, money order or credit card. If you are using our financing program a completion slip may need to be signed. Your installer will need to collect at the end of the job based on payment schedule of the job. Installation Team....We only use authorized Florida Window & Door installers. All work is guaranteed by Florida Window & Door, so you never have to worry. Power....lnstallers will need to use your electricity. They do not carry generators. I agree to supply access to my power. Mr. Work ( ) Mr. Email TOM Mrs./Ms. CeII (144)1591 0-75 it Mrs./Ms. Work (.. ) Mrs:/Ms. Email a D6 �a1 l qa HOMEOWNER INFORMATION (MUST BE COMPLETED) Type of Home: -louse ❑ Condo O MHC Historical Dictrir-t• DVac P(Nn What- Ririlt 1 9 Children and pets.... Please provide a safe location away from the area during the installation process. Installers use power tools and we don't want anyone hurt. 10 Rotted wood is beyond our control. If we do find rotted wood, there will be additional charges for replacing it. If it's small don't worry, we got it! Your project coordinator will notify you if this happens at the start of the job. 11 We will obtain all necessary building permits, site specific engineering, architectural render- ings when applicable and information required by the municipality. The Customer will be responsible to sign, notarize and return all permit documents and provide the HomeOwn- ers Association contact information and when applicable assist us in the submission of the application to the Association. Customer acknowledges length of time to manufacture the `product and submission of permit will be dependent on the timely return of all documents, the Association approval, site specific engineering, architectural renderings and any other items or approvals required in order to submit the permit to the municipality. As a result, the Homeowner acknowledges and agrees that the`permit may be submitted to the municipality by "Seller" beyond the 30 days as required in FI. Stat. 489.126 . Any delay associated with the Customer failing to return or provide signatures or other necessary information shall not be the responsibility of the "Seller." Financing... If you are financing your balance, Florida Window and Door's Finance Depart- Management Company: Name: Company Phone: CUSTOMER AGREES TO TERMS OF PAYMENT AS FOLLOWS: Job Total $ I 6151) SD% Down Payment $ 4/0 Payable on Product Delivery Balance Due Upon Final Installation Permitted Hold Back Pending Final City Inspection ($200.00) In the event of a mathematical error, tho prices printed on the contract are, he actual prices -to be charged. DEP s ._ k A' ' ENT;INsTHE MIAIIWOF ❑Cash ❑ mil Name on Crec Credit Card#: Exp. Date: Your final the • (561) 848-7011 Corporate (561) 340-4300 Palm Beach (954) 990-1800 Ft. Lauderdale (305) 370-3770 Miami (772) 621-5905 Port. Saint Lucie (321) 332-1237 Orlando or services, you may canoe this agreement by providing wntten notice to e se er In person, sy e egram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreementthe seller may not keep at or part of any cash down payment.' THIS CONTRACT CONSISTS OF THE FRONT AND BACK OF THIS PAGE. IN WITNESS WHEREOF the parties have here unto signed their name(s) this day of :r �T- Customer(s) agrees that this Agreement, front and reverse, constitutes the entire understanding between parties, and there are no verhl understarnfngs changing or modifying aey of the terms of this Agreement. This Agreement may not be changed or"its terms modified or varied in any way unless such changes are in writing and signed by both Customer(s) and the Seller Customer(s) hereby acknowledge that Customer(s) has read the front and reverse LEAD SAFE PAINT PRACTICES Customer hereby acknowledge receipt of a copy of this Agreement and has received a completed, signed, and dated copy of this Agreement. Customer(s) also acknowledge that he or she was oralty informed ofhis orher right toc¢Ithis transaction. of the pamphlet, "Renovate Right: Important Lead Hazard Information for families, child care 13) the process. Financing may add additional time to the start of your project due to additional information being needed or documents executed. Changes in credit history may void the terms and conditions of the contract. When your installation is in process, there will be debris. Some debris may fall in your landscaping. Our Installation Teams do their best to avoid damaging your flowers, trees and bushes but occasionally it does happen as a result "Seller" can not be responsible for any damage to any landscaping. 14 Dumpster/Storage...Under no circumstances do we leave job debris on your property. We remove everything for safety reasons. Please do not ask our representatives if you can keep scrap. Dumpsters are not for customer use. We must be given a suitable place to work and store material. In the rare occasion, that there is not storage or work area available we will utilize storage containers but that will be done at additional expense to you. 15 Wood....We do not replace the wood framing or stops around your windows. We reuse your existing ones. It's better for the environment. These items are available for purchase if you would like to add them to your work order. Construction Concerns... We do NOT do any painting or staining to the existing structure or fiberglass doors. Sometimes plaster or stucco may crack during installation. We will repair the affected areas and prepare them for paint. You may have to do touch up painting or light sanding after we have completed the installation process. 17 Grids....If you ordered grids on your windows, the patterns will be the same as what you have existing unless otherwise specified on your work order. Please make sure this is the pattern you want. 18 Screens....Half screens are standard on our windows. 19 Window Treatments:..We ask that you remove all window treatments prior to your installation. All windows/doors being replaced will need at least 3 feet of clearance in order for our Crews to work. We DO NOT take down or reinstall any window treatments. In the event window treatments are not removed we take no responsibility for their condition after installation. Most window treatments will fit after installation of new windows and doors but this is not guaran- teed. 20 Hurricane Shutters...In circumstances in which we remove and reinstall existing hurricane shutters we do not guarantee that the shutters will open and close without additional service or maintenance being performed by a shutter service company. Working condition is dependent on age of shutter and previous maintenance of existing shutters. In the event that shutters are not reinstalled it is the responsibility of the Customer to replace all flooring and fill any applicable installation holes. Alarm contacts....will not be reconnected. As you must be a licensed alarm company to work on alarms. Seller will leave the wires exposed when possible and your alarm company will need to come out and reconnect them. ustomer understands the details and time frames as outlined in my Installation Checklist and ceived a copy. Please start my order in accordance with the time frame provided. Customer Ctistq�per 5 erson (Please Print Name) Loc 1'n White — Company Copy LEAD SAFE PAINT PRACTICES providers and schools", informing me/us of the potential risk of lead hazard exposure from renovation a ivity to be performed in my/our home. Customer received this pamphlet before began. LInit.n. _ _. ❑ Customer elects reduced warranty option for a term of years. Yellow — Customer Copy Opening Size (WxH) 0. Omit (Not Replacing) 1. Single Hung Window Mulled (Series 110) 17-1018.08 2. Single Hung Wndow Mulled (Series 110) 17-1018.08 3. Single Hung Window (Series 110) 17-1018.08 4. Single Hung Window (Series 110) 17-1018.08 5. Casement Window (Series 238) 17-0918.11 6. Single Hung Window (Series 110) 17-1018.08 7. Single Hung Window (Series 110) 17-1018.08 8. Single Hung Window (Series 110) 17-1018.08 9. Single Hung Window (Series 110) 17-1018.08 10. CasemenYWindow (Series 238) 17-0918.11 11. Single Hung Wndow Mulled (Series 110) 17-1018.08 12. Single Hung Wndow Mulled (Series 110) 17-1018.08 13. Single Hung Wndow Mulled (Series 110) 17-1018.08 37 x 38 37 x 38 35 x 38 37 x 50 26 x 50 26x50 37 x 38 37 x 50 53 x 50 37 x 50 37 x 63 37 x 63 37 x 63 • S • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • J • • • • • • • • • . • • • • • • • • • • • • • •• • • ciq rfg• • e.•• •• • • • • • • • • • • • •• • • • • • .• • • • • • .•. •• Bedroom Bathroom [I 7 Bathroom 8 Bedroom MRH 12' Family Room 11 12 13 PE MHT #; 9 Miami Shcres kiwage APPROVED BY DATE ZONING DEPT t BLDG DEPT -� /. iv 4� SUBJECT STATE AND CO CCMIPLIFNCE WITH ALL FEDERAL CC UN i`( (RULES AND REGULATIONS 0 1 1 0 RECEIVED FEB 0 5 2018 h Laundry Kitchen 1 2 Bedroom 3 4 I � W �1x4 mullion on left 1x4 mullion on right O U O 0 m 0 73 to i 0 6i. o - N m .— M ti m LL c > (1) ro ti L V re CI) u- CG 00 0 r� ` Barbara Jenkins COPYRIGHT E-TEWESTOOM SCALE: NOT TO SCALE DATE: Jan 25, 2018 PAGE DESCRIPTION: Site Plan PAGE: OF 1 ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 P11: (954) 354-0660 FAX: (954) 354-0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7-10 Ch 30 Wind Loads - Components and Cladding 6th Edition (2017) Florida Building Code Site Information owner: Barbara Jenkins Wind Speed (V): 175 MPH Exposure Category: C Velocity Pressure Coef. (Kh): 0.85 ASCE 7-10 Ch. 30.3.1 Table 30.3-1 Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information Risk Category: II Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height (h): 12 ft. Roof Slope (0): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (L): 30 ft. End Zone Distance (a): 3 ft. Prepared in accordance with:ASCE 7-10. Ch 30. Wind Loads - Components and Cladding 6th Edition (2017) Florida Building Code © 2018 E-Tempest.com ID: flwindowdoor-P5457 ` 01 /29/2018 Page 1 of 1 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• Design Gina Piressure (PMAx*, PMAx-): ASCE 7-10, Ch. 30.4.2/30.6.2 . ....... .... h60 ft. h>60 ft. Max Positive Press q (PMAx.+) . PMAX+ = gh(ec GCppos + GCE) PMAX+ = gh(0c GCppos + GCE) .• • • IV • • ZVI:.x rs gativg Pies ?ire ('PM4-) • • • PMAX- = gn(ec GCpneg - GCp.) PMAx- = qh(Oc GCpneg - GCp) • • • • • • • • • • Device Calculations:AscE 7-10, Chapter 30, All Subsections As • e Sjze.• •, • • ),•'-�} • ,bane • Elevation • (ft) Area `(ft2) Arear (ft2) KZ qr GCP+ GCP- Pmax+ (Ib/ft2) Pmax- (Ib/ft2) 1 :::3: x:3Q'.: End : 7 9.76 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 2 37 is 3$ • • tnd • 7 9.76 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 3 35 x 38 End 7 9.24 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 4 37 x 50 End 7 12.85 5.79 0.85 56.57 1.0 -1.4 39.4 -52.3 5 26 x 50 End 7 9.03 5.79 0.85 56.57 1.0 -1.4 40.1 -53.6 6 26 x 50 End 7 9.03 5.79 0.85 56.57 1.0 -1.4 40.1 -53.6 7 37 x 38 End 7 9.76 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 8 37 x 50 End 7 12.85 5.79 0.85 56.57 1.0 -1.4 39.4 -52.3 9 53 x 50 End 7 18.40 6.50 0.85 56.57 1.0 -1.3 38.5 -50.5 10 37 x 50 End 7 12.85 5.79 0.85 56.57 1.0 -1.4 39.4 -52.3 11 37 x 63 End 7 16.19 9.19 0.85 56.57 1.0 -1.3 38.8 -51:1 12 37 x 63 End 7 16.19 9.19 0.85 56.57 1.0 -1.3 38.8 -51.1 13 37 x 63 End 7 16.19 9.19 0.85 56.57 1.0 -1.3 38.8 -51.1 r \�IIIIIIII11/,. \\� M. DIBgrT''�,, c� Pl pE62328 1. THIS NFORNATON 6 NTENDEO TO PROVIDE DESIGN FRESSURESFOR THE PURPOSE OF THENSTALLATDN OF GLAZED UN RS& OPEN NO PROTECTION AS PROPOSED AND PROVDED BYOTHERS.NOCERTFRSMON,EITHER GORDON DIBA EXPRESSED OR MPLED,60FFER ED AS TO THEVALDITVOR APPLE ABLE, OF AIY PROPOSED SYSTEM OR COMPON ENT USED ALONG WITH TH ESE PRESSOR ES. ALL PRODUCTSSH ALL REINSTALLED N STRICT AMOR DANCE WITH �( VALID FLOR IDA PRODU CT APPH OVALS AND MUST MEETTH ESE PRESSURES FOR THEGM@I SEE LIMITATIONS.- FL PE Y. NOCERTFEATDN OR REVEW 6OFFER ED THAT THE PROPOSED UN ITS MEET ANY EGR ESSREOU PEMENTS ALL EGRESSISSUESARETOBEADDRESSED BY THE PER MBTNGCONTR ACTOR AND THE LOC AL BU ECNGIFFO PL. AS 3. THE HOST STR UCTURE 6SJMED TO BE AD EQUATE TO WITH STAND THELOADS IMPOSED BYTH6 DESIGN AS WORK REPLAC ESEYbTNG FRMANG.OR OPEN FIGS DESIGN ED AND CERTFED ROAN ENGNEER OFA ECb6t D (ECM). THECONTRAC TOR/3ULDNG OFFICIAL SHALL VERFVTHAT THE SUBSTRATE EXPOSED DURNG WORKISSOUND FOR NSTALLATON OFTHSSVSTEMF DEFCENCESPREFOUND N THE EXISTNG HOST STRUCTHRETHISENt NEER OR THEEOR SHALL BENOTFED BEFORECONTNU NG CONSTRUCTION AND RESER VESTHE RIGHT TO REINSPECT AND REEVALUATE DESIGN.NO WARRMITV, ERH ER EXPRESSED OR MPLED.6CONTAN ED HBIFNeO • P. DIMENSIONS ARE SHOWN TOLLUSTRATE DESIGN FORCES MIO OTHER DESIGN CR DERV, TH EVMAV VARYSLOH TLY. TO THE EXTENT THATTHEoPEN NG AREA*NOTSMAL LER THAN 5%OF THE ENGNEER ED DESGN. CONTRACTOR 6 TO VERFVALL FELD DMENSDNS PR OR TO NSTALLATIDN. 5. ENGNEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN ASSHOWN ON LV. USE OF THESPECIFICATION BVCON TR ACTOR,etal. NDEMNFES&SAVFSHARMLEOS THIS ENGNEER FOR ALL COST& DAMAGESNC LEGAL FEES 3. APPELLATE FEES RESULTNG FROM MATERIAL FABR ICATON,SYSTEM ER ECTON. & CONSTRUCTION PRAC TIC ESBEVON 0 THATWH ICH 6 CALL ED FOR BY LOCAL,STATE& FEDERAL CODES& FROM DEVIRB9SS F B. ENGNEER NG EXPRESS HAS NOT VISITED TH ISJOBSfENFORMATON CONTAINED HEREIN ERASED ON CONTRACTOR SUPPLED DATA ANDMEASUR EMENTSENGNEER NG ETRESSSH ALL NOT BEH EL 0 RESFONSBLEE6.LIABL ^ • • •••Ct T ANYWAY FOR ERRONEOUSOR NAGCU RATE DATAOR MEASUREMENTSWORK SHALL BE FELD VER FED PRIOR TO CON STRUCTON.ENGNEERNG EXPRESS SHALL BENOTFED rWDGNFN AfI OPPORTUNTTV TO REEVAL RtEED Ss�� ` E WORKUPON DISCOVERYOF ANY NACCURATENFORMATON PRIOR TOMODFOATON OF DOTING FELD CON DRDNSAND FABRICATOR AND NSTALLATON OF MATERRLS V •V\ IT. EXCEPT ASEXPRESSLVPROVIDEDHERE-N,NOADPMONALCERTFCATIONSORAFFPMATDNSMENTENDED. 7I 'ALTER ATONS,AODRONS,OR OTHER MAR KINGS TO THE DOC UMENT ARE N OT PER MUTED AND N VAL DATEOURC ERTFICATION• Ill / 1 1 1 Et" 511, EnOF •=•TR#9865 bINEER SEAL �- JOB ONLY J DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25th Street Miami, FL 33172 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-Dadi Co tnty Prar.u, c:Oontrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cqunty) resew tjie right to have this product or material tested for quality assurance purposes. If this prpdYGt.pr mattri'al.fails to. perform in the accepted manner, the manufacturer will incur the expense of such Wetand the AHJ may. immediately revoke, modify, or suspend the use of such product or material withii •their jurisdiation. RER• reserves the right to revoke this acceptance, if it is determined by Miami -Dade fttiiity Prodtief control Section that this product or material fails to meet the requirements of the applicablebtirdlig code.' :': This product is approved as described herein, and has been designed to comply w th't'he Florida Building Code, including the High Velocity Hurricane Zone. IDESCRIPTION: Series "Sentinel 110" Aluminum Single Hung Window — L.M.I. •� APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 111) Alum..1.2l.'.Wdw.' (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepareddby Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 'MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. I 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# 15-0512.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.zov/economy MIAMI•DADE COUNTY APPROVED . NOA No. 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 Page 1 CGI Windows and Doors, 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.10-0510.11) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS ••••• • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per 1 I TAS•262-94 2) Large Missile Impact Test per FBC, TAS 201'94 ' :'. '. 3) Cyclic Wind Pressure Loading per FBC, TA,A X 94 • along with marked -up drawings and installation diagram of a series 7500 P\ C.Qixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseaa1® and Super bracer® insulating glass spacer, prepared by Certified Test Laboratories' T.ds1 ReporfNr.: CTLA-3056 WA, dated 03/03/15, signed and sealed by RamesX Ci Patel, P • • • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading p(tr PBr TAS 202-94 • 2) Large Missile Impact Test per FBC, TAS 20:1-94 . 3) Cyclic Wind Pressure Loading per FBC, TAR 203•-94 • • • • • • • • along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) (( E-1 Manuel P ez, .E. Z,, Product Control xa finer NOA No. 1 - 018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). •• • • • • E. MATERIAL CERTIFICATIONS . . .• .. . .. . .. . . 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ametria , ic. fo1 filth "SentryGlas® (Clear and White) Glass Interlayers" dated 0b77.1./ , expi:.nag on 07/04/18. •• .... .... . . . . 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray for .thee "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring ctr1!f11/16.�•• • • 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Che4ica'I'Company (MA) '. for their "Saflex CP — Saflex and Saflex HP Composite Glass,Interlayer •with PET Core" dated 06/19/14, expiring on 12/11/18. '.• .' : .. . . • 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MIA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated 08/26/14, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. E-2 Manue ' er: , P.E. Product Cont of , . aminer NOA N. 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FIK, 6 h Edition (2017), dated 09/29/17, prepared by AI-Farooq Corpor'atioh;'signe! and sealed by Javad Ahmad, P.E. D. E. QUALITY ASSURANCE . . .... 1. Miami -Dade Department of Regulatory and Economic Resourcee(F] R) •..' : MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ame;ica„4pc. fot eir "SentryGlas® (Clear and White) Glass Interlayers" dated 06/75/15, expiNr1g'on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB GIass Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. • . . • F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5tt' Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.T., approved on 08/06/15 and expiring on 09/22/20. Manuel re Product Contr 1 E miner NOA No. 1-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E - 3 • • ••• • • • ••• •• •• • • •• • •• •. • • • . • • •• •• ••• • • •• • • •• •••• •• • •• • • •• •• . •• •• •• • • • • • • •• •• • • • • • 6' MAX. HEAD/SILL CORNERS n x 0 z 53 1/8" FLANGE WIDTH 47 7/16" D.LO. (FIX. LTTE) 20 9/16" MAX. A HEAD/SILL 4 I /I t _ 1 1T-' 4 1 O 1 �1 /�-*1 •/ I I 1 rI - _ e / // 1 WIDTH • • • • • • • • • FALSE Ml•1T1N5 (SURFACRIAPPLIro) OPTIONAL• • • • • • m FLANGE Sc FLANGE ADAPTOR FRAME • • • • • • • • • 5 •/2• MA,1. HEAD/SILL CORNERS • • • • • • • . tt • • • • •n 52 1/8' SERIES SEIN'PINF,L iru ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDMON)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCRY HURRICANE ZONE (HVHZ). 1BY O2 2EY 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-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL BUCK WIDTH • 9 2/16" • D.LO• (FIX. LITE) • .20 i/16" A* . •_•MAX. Al HEAD/SILL 6 •• • •• •1 • i B 6 . / `� I •/ t I 1 1 H H-- C /. // / Ti 47 7/16" EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" FALSE MUNTINS (SURFACE APPLIED) OPTIONAL m 4 mw z p U 52 1/8 5 1/2" MAX. HEAD/SILL CORNERS 0 M r1 U FALSE MUNTINS (SURFACE APPLIED) OPTIONAL TYPICAL ELEVATION BUCK WIDTH 47 7/16" D.L.O. (FIX. UTE) 20 9/16' * # MAX. A2 HEAD/SILL 7 O7 /. • / 2 /// i/ 47 7/16" D.LO. (VENT) m U 50 1/4" PRODUCE' RRV18i$ as complying with** Flores Building Code Acceptance Rio - me Expiratip;. Dist VENT WIDTH FIN FRAME LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT L�1111111 //////'',, . 70592 ATE OF ({ • OR10I.•• . SNA9 Ens 0 0 3 cri 0 3 N —1 Fr V) N 0_ u UPM1ED TO 2014 F9C 8 FAX. (305) 593-6592 5-5 0 3 drawing no. W10-03 5.re-dt--1 of g • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DINS. BUCK DIMS. c1ASS TYPES 'A'8'AI' GLASS TYPES 'B11,81. WIDTH HEIGHT WIDTH HDGHT EXT.( ) 1HT.(-) EXT.(+) 1RT.(- 19-1/8' 18-1/8' 75.0 75.0 80.0 A5.0� 26-1/2" 25-1/2" 75.0 75.0 80.0 05.0• 37' 26' 36' 25' 75.0 75.0 80.0 85. 49' 48' 75.0 75.0 80.0 85.0 53-1/8' 52-1/8' 75,0 75.0 80.0 85.0 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 26-1 2' 25-1/2' 75.0 75.0_ 80.0 85.0 • 37' 40 36" 37-3/8' 1 75.0 75.0 , 80.0 85.0 49' 48' 75.0 75.0 5216-1/8' . . 1553-1/8" 19-1(8' t8-t/8' . 26-1 25-1/2' 4 � ''®' 85.0 49' ICP 48' 49-5/6" 80.0 85.0 49' 48' 7 • 80.0 85.0 53-1/8" 52-1/8' 4 75 •I 80.0 85.0 19-1/8' 18-1/8' 80.0 85.0 26-1 2' 25-1/2' �® 80.0 85.0 37 63' 36' 62" 80.0 85.0 49' 48' 75.0 75.0 80.0 85.0 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 19-1/8' 18-1/8" 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 37" 76' 36' 75' 75.0 75.0 80.0 85.0 49' 48' 75.0 75.0 80.0 85.0 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 19-1/8' 18-1/8" 75.0 75.0 80.0 85.0 28-1/2' 85' TS-1/2" 84" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 37' 36' 46-1/2' 45-1/2' 75.0 75.0 80.0 85.0 EQUAL LITES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-2 1 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • •• UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DINS. NAX.TOP LITE GLASS TYP&3 'A'8'81' GLASS TYPES 'B'YB1' r WIDTH HEIGHT WIDTH HEGHT 'A' DIM. EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) b53-1/8" 76' 52-1/8' 75' 36-1/4' 75.0 75.0 80.0 85.0 8 49" 79' 48' 78" 39-1/4' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 70-5/8' 75.0 75.0 80.0 85.0 31' 30' 63-5/8' 75.0 75.0 80.0 85.0 33' 85' 32' 84' 60' 75.0 75.0 80.0 85.0 37' 36' 53-1/2 75.0 75.0 80.0 65.0 43" 42" 45-1/4' 75.0 75.0 80.0 85.0 BUCK DIMS FLANGE FRAMF FIANCE DIMS L BUCK DIMS EQUAL LEG FRAMF BUCK DIMS FIN FRAMF BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS J55' TYP. UNEQUAL LITES (ORIEL TYPE) PRODUCT REVISED as cnplying with the Florida iroil8ing Code Acceptance No t? 010 Fxpir Lion DoeZC%OW !iv GAA u;. ark Product U M 0 a U SERIES SENTINEL 110 ALUM S.H. WOW. (L.M.I./S.M.I.) 0• F... O UJ O 1- "0 N O C N 8 ^ N 8) I O • H1 n U C Zo 5- U rr FAX. (305) 593-6592 a 0 02-02-10 , 3 drawing n0. W10-03 sheet 2 of 9 • • ••• • • • • • • •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • •• •• ••• •• • • •• • • •• •• • •• •• • • • • • • • •• •• • • • • • 1/8" ANN. GLASS .075" Inter -layer • Soflex CP With PET Core OR'Eastman Chemical Co.' • • 090" Intedayer •Saftex Clear And Color Glass • • 'Eastman Chemical Co.' OR .090" Intedayer SentryGlos By 'Kuraray America, Inc.' OR • .090" Intedayer Trosifol PVB By 'Kuraray Americo, Inc.' 1/8" ANN. GLASS 1/8" ANN. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS I 1 \ I F \ SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/8" HEAT STREN'D GLASS • • • • • • 1175" Intedayer • • • • • • • • oilex CP With PET Core • OOO • • • ey 'Eastman Chemicol Co.' • • • • • •0% • • • • • • • .0a0" Intedoyer • • • • • • • joflex Clear And Color Gloss 'Eastman Chemicol Co.' OR .090" Intedayer y SentryGlos • • • • • • • • • • 1 • ByBR 'Kuroray America, Inc.' 1 • .090" Intedayer 1+a1 • Trosifol PVB • By 'Kuraray Americo, Inc.' • • • • • •• • • • • .• • • • (L.M.I & S.M.I.) 075" Intedayer Saflax CP With PET Core 'Eastman Chemical Co.' OR .090" Interayer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Intedayer SentryGlos By Kuraray Americo, Inc.' OR .090" Intedayer Trosifol PVB By 'Kuraray Americo, Inc.' r1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/8" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' _OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'OUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70" OVERALL INSUL LAM. CLASS (S.M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & 'B1' MUST BE TEMPERED. (L.M.I ONLY) z a a X W z a a 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 / M4 AT 1/4 POINTS ON LRES WIDER THAN 36" GLASS TYPE "B' 5/16" OVERALL LAM. GLASS 1/8" HEAT STREN'D GLASS 075" Intedayer Soflex CP With PET Core By 'Eastman Chemicol Co.' OR 090" Interloyer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' OR 1/4" AIR SPACE I Sentr Intedayer entryGlas ByKuraray Americo, Inc.' \ .Trosi}olPVB090"Intedayer By 'Kuroray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'OUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Bl' 0.70" OVERALL INSUL. LAM. GLASS PRODUCT REVISED sn canpiying with the Florida 3uiiding Code Dl:.D Aucptan<sN o 1/_ _.,. Expiration Date 1111 IF al FAX. (305) 593-6592 m ‘U 3 0 3 a o_ U SERIES SENTINEL 110 ALUM S.H. WDW. 0 e l =. drawing no. W10-03 sheet 3 of 9 • • ••• • • • ••• .• •. • • .• • •• •• • • • • • •. •• •• • • • •• • • •. •••• •• • . •• • •• •• •• • •• •• • • • • • • • •• •• • • • • • EXTERIOR WOOD BUCK a TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • EDGE.. DIST.- • • • • • -• eams 1,••• •• • • • • •• • • • • •• • • SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL 0 0 0 30 9 23 VENT HEIGHT ,.EDGE DISi.� .• 1 BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING • FETAL *_E • • • • • • • TYPICM. A1tHORS• • • • • • :OR SLEVPI�IgG EE E. • • • • 11111111/1 SEEKS •� • 1 FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/8- MIN. 2 3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE Oy". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MUWON & MULLION ANCHORS 1 SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'FTW' (r =125 KSI• Fy-100 K51) 1/4" DIA. ULTRACON BY ELCO' ( -177 KSI, Fy155 KSI) STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 14 SMS OR SELF DRILNG SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED 0R PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS rm - 2000 PSI MIN. PRODUCT REVISED sc Csrnctying with the Fluids Eaiiding Code Acceptance No / -�DI a 08 ,X inti0n Date `11�p1p 11'111I1/Iyy �•' 0592 • TATE OF - (( 1111111\ 0 0 UM S.H. WDW. ES SENTINEL 11 N 5 706. s 8 FAX. (305) 593-6592 drawing no. W10-03 sheet 4 of 9 • • ••• • • • ••• .• •• • • •• • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS 1/4T MAX. SHIMS BUCK WIDTH 1 1/4 ' to ,/4• ,WX FLANGE & FLANGE ADAPTOR FRAME SHIMS 1 /4" MAX. SHIMS BUCK WIDTH MIAMI-DADE COUNTY APPROVED MULLION rf& MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS TYPICAL ANCHORS rSEE ELEV. FOR SPACING Y WOOD B R WOOD STRUCTUR FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. ,,KODUCT REVISED co splyum with dr Florida Handing Cato'1.IO� O$ Acoartancc No ptrntion Date .11M N /DM ▪ /ask. Product 4•• z r W N Qi • n OiL• o`a Cot • O Ng,. 0ogg Cam"' 8 0aoo.t EgZ Jp : u. 0 al g N O z to ER N FAX. (305) 593-6592 0 0 8 8 5 i 5 Y UPDATED TO 2017 FBC .o • 0 8 8 8 8 c a t , drawing no. W10-03 sheet 5 of 9 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • • • • • • • •• •••• •• • • •• • •• •• • • • • • • • ••• • • • • ••• TYPICAL ANCHORS METAL SEE ELEV. STRUCTURE 1BY FOR SPACING WOOD BUCK • • • • • • • • • • • • • • • TYPISJlANCHIRS • e ° EDGE°.DIST. • • • • • • •EE E fV. • G " ' �• • • • FOR SR••,CING •• • N • II I I Si. • • • • rri- at ToSIT Et Mr A 1 ®" f--�lL� mI Iii Ii I I I I TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH BUCK WIDTH • • • • • • 21 � N • • • ••• •• TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS 0 EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8. MIN. 2 3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2i6". THE USE OF DEEPER OR BEVELED W00DBUCKS IS PERMITTED. EQUAL LEG FRAME fr MWAI-DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION [St MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH 1 e . . .. eV 1'RODUC:' REVIWBB) compiYmg with the FkWfr Building Code Acceptance No I-/D18.08 Expiration Date /14 X1° FH. SMS. jalin adc Product Caoto 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1�111I,IIIIiT/j No. L1 STATE OF -Cr FLORIOP,.•• 0 0 0 U 0 cri 0 0 c c ox^o co YI p • M c zL 0 o� p< -j FAX. (305) 593-6592 c r 0 y R 8 UPDATED TO 2017 100 0 0 0 0 8 8 c drawing no. W10-03 sheet 6 of 9 • • ••• • • • ••. .• •• • • • •• .. • • • • • •• • • • • •• • • •• ••• • • • • • • • • . • • • • • ••• • • •• • ••• ILLUSTRATIVE OILS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI 0 E. HOUSE WRAP NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS -SEE ELEV. FOR SPACING • • • ••• • • • • • • • • •• • • • • • • • a. • • • • • • • \ • • • • . • • •- •r• • • • • • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING OW (GRADE 2 CRS) • • • • • • • • • • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES FIN FRAME • • • • 1-1•/i" MIN. PENETRATION INTO WOOD • • • .• • • • • • • • • WOOD STRUCTURE 1/4" MAX. NOT BY CGI GAP 1/2" MIN. BUCK HEIGHT HOUSE WRAP) NOT BY CGI 1/4" MAX. GAP 1/2' MIN. BACKBED CAULKING EXTERIOR D.L. OPG. ,•1<ODUCT REVISED � complying with the Florida iu.Eding Code. . .&epta ce No I aH itior Date Ilia/ ```TTt 1111 •S .•• jGENs •••, TATE OF 0 U vi vi vi 0 FAX. (305) 593-6592 8 a UPDATED TO 2014 FOC i 8 0 2 8 018 drawing no. W10-03 sheet 7 of 9 • • ••• • • • ••• •• •• •• •• • •• •• • •• • • •• •• • ••• • • • • • •• ••• • • •• • •• •• •• • •• •• • • • • • • • •• •• • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • •• • • • • ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI-100 1 FRAME HEAD 6063-T6 - E2 •CGI-1011 1 FRAME SILL 6063-T6 - E} • : CGI-1Lq • 2 FRAME JAMB 6063-T6 - E4 • CGI-II 03• 1 MEETING RAIL 6063-T6 - E5 • : &GI-'194 • 1 LOCK RAIL 6063-76 - E6 CGI-105 1 HANDLE RAIL 6063-T6 - E7 CGI-106 2 SASH RAIL 6063-T6 - EB CGI-107 AS READ. 5/16" GLAZING BEAD 6063-T5 - ••• t F� ii: 5 -liOB AS READ. 0.700' GLAZING BEAD 6063-T5 - 1 E•700 CM-109 AS REQD. FROM FLANGE ADAPTOR 6063-76 - I Fit CGIi110 AS REQD. NAIL FIN ADAPTOR 6063-T5 - E12• • CO-135 1 FLANGE FRAME HEAD 6063-T6 - E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - E17 CGI-605 OPTIONAL SCREEN FRAME 6063-75 - M1 CGI-382V AS REDO. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EOUN. M3 CGI-112 AS READ. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC - M4 - 2/ LfIE SETTING BLOCKS EPOM 0UROMETER 80t5 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. M10 - 2/ WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. M11 W23201 NG AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CO-129 1/ WDW. EGRESS LOCK ALUM. SULLNAN M13 CGI-131 2/ WOW. HANDLE RAIL END CAP NYLON M&M M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB 0R EQUIV. M15 CO-133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON MAW 1A16 CGI-130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M17 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI-132 2/ WOW. SASH STOP, 2' LONG PVC PROTOTYPE CR EQUIV. M20 CGI-125 2/ WDW. SASH CAM (B/T BALANCE) NYLON R&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR E0U N. 6122 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. S2 - 2 OR 3/CORNER >i 10 X 1 1/4' LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - - S4 - 4/ WDW. j! 8 X 1,2' PH. SMS. ST/ST BALANCE BRACKET SCREW - - S5 - 2/ WDW. # 8 X 1' LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - S6 - 2/ LOCK # 6 X 1/2" LG. FH. SMS. 0 CGI-133 & CAM LOCK - - i.R ODUCI' REVISED complying wilt OW Meets t3.ildiog Code :\c:.eptsoco No 1?-101 i xpiratwn Date B an 1 PrreVrt C 1111111I11///,� �''n OEN@F'•. 70592 Y7 � ATE OF //Hu11111 3 vi F 1n n 3: FAX. (305) 593-6592 0 n U O 5i 5 8 5 0 S S 0 0 c drawing no. W10-03 sheet 8 of g • • ••• . • • •.• •• •• • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • • • •• •• •• • •• • • • -j�,065 II FRAME FRAME 4 �, TOP BOTTOM • , CORNER CORNER 411100 4Ill 11010 n I I 52 52 ,RODUCT as complying Building / REVISED with Coda VENT TOP ; / VENT BOTTOM F'Inrids CORNER . Ill' 4'" ` CORNER !^ 52 / 52 47G i v\ fa N" �Y / U o o 2.505 2.505 • • • • • 1.745 • • • : :5 • • • ••• • • . • • • �� 1.61'1s 1 • • • AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 284-8100 FAX. (305) 262-8978 COMP—MINI/1 i • .745 .065 TYP. .811 1.245 745 i .71t5] i • • .065 • . IVP• .811 • --I ® FLANGE 1.015 FRAME F-- HEAD .050 1.395 /� .. •.• •• •V •NAIL FW ADAFIER 1.015 I< •• • • E1 • FLUSH FRAMC HEAD 1.583 • 1.583 • • : • • :•• • • • 1 b07 .065 TYP. TYP. .745 065 TP. 1.368.065 2.113 .0153.675 t429 ? 3.175 429 3.175 [SERIES SENTINEL 110 ALUM S.H. WDW. CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, EL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 E4 MEETING 1.220 RAIL 1.000 d .500 .500 T- 9- 2.505 O FLUSH FRAME SILL 1.220 1- 2.505 a FLANGE FRAME SILL 1.043 fy[Iiii`(-',-� 1.788 �1.301- .500 ,.301 2.440 r65 065 lYP J1.015 I }I 2.440 .065 E5 LOCK RAIL 1.015 1F-.' 1 t'015 11 2 195 .745 �- -d .745 a (revisions:--- )f1 rnol date 1 byldescr�tion 1I o N o Y o g 2.846 6 FLANGE FRAME JAMB E3 FLUSH 2.346 FRAME JAMB 1.043 1.892 .065 - iYP. .490 I .t2o�•j iI .705 `_ E9 .700" I•- .050 T1P. .664 i~ GLAZING BEAD T-- .7i p .050 TYP. -^I E6 1.015 HAND RAIL 0 -i OE8 5/16" GLAZING .864 M- BEAD m 0 0 1.395-b .745 P ry o o " , ^ , .k c ._ a c u 1.395-� ., 80 ,.M9 '^jI .293 -1.450 .180 - ' a \`001111 =«ptsnce >. �' Frpiretion Date ^�T/s \�I �CEW4. ` Via- Dad Product M . 70592 �_ 1.025 ,065 1.015 1 .550 E10 FLANGE .050 ADAPTOR - •� •, - - :®'•./ 15 7E OF � ((7� • P• pm0!R•'• $` P •r•• `�, �� ®�IAi i II•I•- � .050 .065 03 FLUSH FRAME COVER .06p 19 SCREW 1.413� COVER t drowing no. W10-03 0 SASH RAIL sheet 9 Of 9 • . . This NOA shall not be valid after the expiration date stated below. The Miami-Dade.Cguuty Prdddct.Contro1, Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade4e4tiy) reserve.the right to have this product or material tested for quality assurance purposes. If this prptlttepr matanial•fails to • perform in the accepted manner, the manufacturer will incur the expense of such ttSting and thei rki IJ may. • I . • • immediately revoke, modify, or suspend the use of such product or material withretieri j urisdittibfr; RER • • • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade bounty Product Controt . Section that this product or material fails to meet the requirements of the applicablPbuildtrrg code. •• This product is approved as described herein, and has been designed to comply ,with the F1oritte• iilding Code, including the T7inl, Velocity Hurricane Zone. • . • • .. . . . . .•• • . DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, FL 33172 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www,miamidade.gov/economv 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•alloryed by thealtehority Having Jurisdiction (AHJ). DESCRIPTION: Series "238" Outswing Aluminum Casement Window - L.M.I.I APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. . • (MISSILE IMPACT RATING: Large and Small Missile Impact Resistant I 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 and renews NOA No. 15-0512.19 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • .•. B. TESTS '••• 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading i r.t$C TA i0.94 •. 2) Large Missile Impact Test per FBC, TAS 20i•Sk. • • 3) Cyclic Wind Pressure Loading per FBC, TAS 20a-94 ...... along with marked -up drawings and installation diagram of a §6fl s 7500 •PVC fixed •; • • • window, to qualify DuPont "Butacite" PVB interlayer, Durase pad Sups .jacerg • • • • insulating glass spacer, prepared by Certified Test Laboratcbrip,. Test Report No. • • CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, '.E.• 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TA•S 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 series 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA # 14-0506.01) Manuel Pe z, E. Product Control E mer NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 Jlt,ninuzir casement window, prepared by American Test Lab of South Florida, fric. 'Test RepNt No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Hergyikttem,15.E • (Submitted under NOA # 12-1220.14) • • • • •• •.• 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • • • • . 2) Uniform Static Air Pressure Test, Loading p .213C, TA4 2 -94 3) Water Resistance Test, per FBC, TAS 202-9 ..:. 4) Forced Entry Test, per FBC 2411.3.2.1, and:TA'S 202-9.4 . • along with marked —up drawings and installation diagram of,an;miniixri �'�Aement window, prepared by Hurricane Testing Lab., Inc., Test ReDbrte No. .W[L; 0080► 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B a$Z1 C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) alg-Vd, Manuel $ere Product Control Ex min r NOA No. 17- .11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an a1jiminu.mi; ement window, prepared by Fenestration Testing Laboratory, Inc., %osf geports No. FTL- • • 1003 and FTL-1041, dated 10/14/94, both signed and sealed by xeri1 Kun, P. (Submitted under NOA # 96-0417.03) • . . • • • • C. CALCULATIONS • • • • 1. Anchor verification calculations and structural analysis, complying with Fif0V2410, dated 4/24/14, prepared by Al-Farooq Corporation, signed and f aied b•y Javad Ahmad, P.E. •• (Submitted under NOA # 14-0506.01) • • •' 2. Glazing complies with ASTM E1300-09 • • ' • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) • • • . • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. Manuel Pere .E. Product Control E.ner NOA No. 17-►'18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5th Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahrnad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) •• • • • 3. Laboratory compliance letters for Test Reports No. HTL-008043Q197 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued Humcatte.Te's# •. bX Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed andadaki by Vinci J. Abraham, P.E. • • • • •• •• • • • • (Submitted under NOA # 08-1010.02) • • • • • • • • 4. Laboratory compliances letters for Test Reports No. HETI-08-21 f ',: . • :•: HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by uicane . Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all agnnd:and ssalecj by• Candido F. Font, P.E. :• . • • • (Submitted under NOA # 08-1010.02) •• • • • • • • • • 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 ana' • HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. • G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/18. Uf Manuel Fere Product Control Ex J'er NOA No. 17-018.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-4 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. • • .•.• • • . •• • •. . • • . . • • •. . ..•• . . • 0 • • • ••.• . • •. .. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resourves • .•. . • . •• • ) • .•• . • • • • • • • • E. MATERIAL CERTIFICATIONS • • • • • • • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on O5/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 30, 2017, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 09/17/15 and expiring on 10/26/18. Manuel.12 Per' ' E. Product Control Ex er NOA No. 17-018.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-5 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • • • •• • • • •• • • •• • ••• •• • •• • • •• •• • •• •• • • • ••• • • • • • ••• GENERAL WINDOW SECTIONS FLANGE FRAME SNUBBER AT IMPACT WINDOWS OILY 6J VENT WIDTH WINDOW WIDTH EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON W441D VELOCITY. BLDG. HEIGHT. WING ZONE USING APR r'<Po F ASCE 7 STANDARD. SEE CHARTS ON SHETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE STEP 3 STEP 4 STEP $ • • • • • • USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2 3 AND A SHALL APPLY TO ENTIRE SnlrM. • ••• • • • • • •• • • • • � • 1 FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. • • • • • • • • • • • • • • • ••• • ••• •• • • •• • • • • • ••• •• D.L OPG. 2 1/2" VENT WIDTH WINDOW WIDTH WINDOW HEIGHT MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WOW. HEIGHT 42' 63" LOCK POINTS 2 3 84 4 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5711 EDRION)/2017 (6TH EDfTiON) FLORIDA BUILDING CODE INCLUDING HIGH MELT:CITY HURRICANE ZONE (HVHZ). A 3 WW-2" D.L OPG. WW-7' MAX WOW. HEIGHT LOCK POINTS 38' I 2 56" I 3 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ISHUTTERS ARE NOT REQUIRED. 'BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION 'NCRFACF IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. FOR MUWON/MULTIPLE UNITS, REFER TO SEPARATE CGI MUWON N.0A. ALL SHIMS TO BE HIGH IMPACT. NON-METALUC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT S-7 %3% COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET 310 PRODUCT REVISED REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. as complying with the Florida TEAS PRODUCT APPROVAL IS CENERC .AND DOES NOT PROVIDE INFORMATION Build-No. 17-0916.11 Code NOA Nw TOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Expiration Date 10/26/2023 WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, By AND TO BE REVIEWED BY BUILDING OFFICIAL rdia drawing no. W98-100 (eet 1 of 7 ) • • ••• • • • ••• •• •• •• .• • •• •• • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • • •••• • • • • • ••• SNUBBER AT DFACT VINIYIVS ONLY 6 O 3/4" 3 O.L CPG VENT WIDTH WINDOW WIDTH EXTERIOR • • • ••• ••• • • • • • • • • * • • • • •• • •• •• • • • • • • • • • • • • • • • • • • • • GENERAL WINDOW SEC'IIIONS ••• • O5 W a X o W3 E.AUAL LEG FRAIISE •• • • • •• • ti 0. • • •• • • • • • ; • FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. ♦7 ••• •• • • •• • • • • • •• •• . D.L OPG. 2 1/2- VENT WIDTH WINDOW WIDTH CAM LOCKS 2 LOCK POINTS ALL SIZES 3/4' WINDOW HEIGHT MAXIM MULTI POINT LOCK 'A BY TRUTH' ALL TO CAW LOCKS MAX. WDW.1 LOCK 1 HOGHT II POINTS' 42' I 2 ' 6S t 3 84' 4 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Data 10/26/2O23 By Min WINDOW WIDTH VENT WIDTH WW-1 1/2' D.L OPG. my-6 1/2' A 6' MAX TYP. HEAD/SILL CORNERS SURFACE APPLIED FALSE HUNTIVS OPTIONAL O 124 MAX. TYP. AT HEAD/SILL TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCK BY 'INTER_OCK" ALT. TO CAM LOCKS SE? 0 d %:117 MAX WOW. HOOHT 38' i 56' L 74" 64' LOCK POINTS 2 5 n34,0 )/8 drawing no. W98-100 s eetl_1of 7, • • .•• • • • .•. .• •. • a • • •• •• • •• • • . • . • . •• • ••• . . • • • • • . •• • • ••• • • • . • ... VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SIIPRUF OR EQUIV. • • • • 2.62• •i • • • • • • •�— •• _ �5 • ••• • •• • • • • • • • 2.625 II •.• •• • a• .�• • • • •• • • • • • • • • •• • • Chi • • ••13•`a .060 THICK ST. STEEL 2.625 rri 2.625 0 CORNER KEY .062 THICK ALUMINUM 7A EQUAL LEG FRAME LB75 757 .090 TYP. .720 •-1.222--� 0 VENT (5/16" LAM. GLASS) 1.1375 1.757 .090 TYP. 72G Li L438 Q VENT (INSUL LAM. GLASS) REM PART # QUANTITY DESCRIPTION 565552AL MANE./SUPPIIER/REMARxS 1 CGI-373 4 FLANGE FRAME 8063-T6 ;HOME]( OR EQUIV. 1A CGI-397 4 EQUAL LEG FRAME 6063-T6 INOALEX OR EQUIV. 2 CGI-378 4 VENT (5/16" LAM. CLASS) 6063-76 RAALEX OR EQUIV. 25 C01-381 4 VENT (NSLJL MAY. GLASS) 6063-T6 /HOMER OR EOUN. 2C C01-385 4 VENT (7/16' TAM. GLASS) 6063-T6 INDALEX OR EQUIV. 3 CGI-375 4 OGEE GLAZING HEAD 6363-15 IN04LEX OR EQUN. 3A CGI-396 4 SQUARE GLAZING BEAD 6063-T5 IN04LE K OR EOUN. 4 - 4 .060 THCH CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 A5 RE00. FRAME WEATHERSTRIPPING - SCHLEGFL APTUS 7 0250-K-190 AS RECO. VENT WEATHERSTRIPPING - SCHLEGEL 0-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE AT TOP AND BOTTOM STEEL TRUTH, ATTACHED w/ (6) 18 X 3/8" SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) 18 X 3/6. SIAS 9A - 11/ VENT MULTI POINT LOCK - TRUTH ' 98 - I 1/ VENT MULTI PANT LOCK - I INTERLOCK 10 - 1 2/ VENT .710 THICK LOCK KEEPER AT FRAME JAMB FACING LOCK STEEL COL ATTACHED W/ (2) #10 X 3/8" S5 SIAS 11 - i 1 OPERATOR (OPTIONAL) STEEL TRUTH. ATTACHED W/ (2) j8 X 3/8' S5 SIAS 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH. ATTACHED w/ (2) #8 X 3/8' SS SIAS 13 - ,2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4' SS SMS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10262023 j A90 TYP. 1875 L__LS } .720 ^ L1.3474 V VENT 7/16" LAM. GLASS) I 1.4I38 4 _363 .754 .830 .617 .- O CGI-375: OGEE GLAZING STOP .508 .753 !- II -i .617 1- ® CGI-396: SQUARE GLAZING STOP J L 9 38 ci Us1 drawing no.1 W98-100j sheet 2 of 7 FAX, (305) 593-6592 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • • ••• • • •. • • •• •• • • •• •• • • • • • • • •• • • • • • e-1/8' ANN. GLASS - ISTETR:AYERS .090" So'lex Clear And Color Glass By 'Eastman Chemical Co.' .090" Trosifol PVB By 'Kuroray America, Inc.' 1/8' ANN. GLASS SILICONE GE-1200 DOV 995 7OW 899 5/ 6" NOMINAL GLASS TYPE '2' \-3/4 ANN. %'ASS • ` • • • • • • E .45"cam •• WincCP e C Cori'• • • • 010' ScflNel, Clear Anil Cola• G5is • By 'Eat -rill Chemica• Co' • • • • • • • • .090" 5entryGias - By 'Kuroray Americo, Inc.' .090' Trosifol PVB • • 1' 'K %OY Aieii' Inc.• • 41:" AN. RLA91S • • • O • • • • • • • • •SIL11h]NL• • • • 6P-1300 • • • • • • • DCV 995 17W 899 7/16" NOMINAL GLASS TYPE '3' v VALUES OF IMPACT RESISTANT WINDOWS N0 SRN Imo REOURO) REFER TO SLEETS 5 TART 7 FOR 915TAL AT10N DETNIS DIMS. GLASS TYPE '2' GIA55 TYPE '3' MFRS TYPE '6' 111ND0W HEIGHT EXT. (+) 196. (-) EtT. (4) 1NT. (-) EXT. (+) 1NT. (-) WWI 20' 110.0 194.3 110.0 195.0 110.0 195.0 24' 110.0 161.9 110.0 195.0 110.0 195.0 28" 110.0 138.8 110.0 195.0 11C.0 195.0 30' 110.0 1295 110.0 195.0 110.0 195.0 32' 36' 110.0 121.4 110.0 195.0 110.0 195.0 36' 107.9 107_9 110.0 195.0 110.0 195.0 40' 97.1 97.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 x.2" 20' 110.0 1665 110.0 195.0 110.0 195.0 24• - 110.0 138.8 110.0 195.0 . 110.0 195.0 28' 110.0 116.9 110.0 195.0 110.0 195.0 30' 110.0 111.0 110.0 195.0 1:0.0 195.0 32' 42" 104.1 104.1 110.0 195.0 110-0 120.0 36' 92.5 92.5 110.0 120.0 110.0 120.0 40• I 83.3 833 110.0 120.0 110.0 12C.0 42• 79.3 79.3 110.0 120.0 60.0 60.0 20' 110.0 145.7 110.0 195.0 110.0 195.0 24' 110.0 121.4 110.0 195.0 110.0 195.0 28' 103.9 104.1 110.0 195.0 110.0 120.0 30' 32' _ 97.1 97.1 110.0 195.0 110.0 120.0 91.1 91.1 110.0 120.0 110.0 120.0 36' 80.9 80.9 110.0 120.0 110.0 120.0 40' 72.8 72.8 110.0 120.0 110.0 120.0 42' 69.4 69.4 110.0 120.0 60.0 60.0 20' 110.0 129.5 110.0 195.0 I 110.0 195.0 24' 98.0 107.9 110.0 195.0 110.0 195.0 28' 882 925 110.0 120.0 110.0 120.0 30' 84.4 86.3 110.0 120.0 110.0 120.0 32" �" 130.9 80.9 i 100 120.0 110.0 120.0 36' 71.9 71.9. 110.0 120.0 110.0 120.0 40" 64.8 64.8 110.0 120.0 110.0 120.0 42' 61.7 61.7 110.0 120.0 60.0 60.0 NOTE: GLASS CAPACITIES ON -HIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 ,--3/16" NEAT STREN'0 GLASS .075' Saflex CP With PET Core r- By 'Ecstman C6emicol Co.' !NIERLAYERS-. .090' Saflex Clear And Color Gloss - By 'Eostmon Chemical Co.' __ .090" SentryClos By Kuroray America, Inc.' _ 090' TrosifoI P9E By 'Kuroray America, Inc: 3/16' HEAT STREW() GLASS 7/16" NOMINAL GLASS TYPE '6' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SNl/T1ER5 REG5RO) REM TO SHEDS 5 1NRU 7 FOR WAGGON GUARS SILICONE GE-1200 DOV 995 DOW 899 SQUARE BEAD OPTIONAL ALL GLASS TYPES f PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO 1MTERS 16091R0) RUM TO SHEETS 5 11R8) 7 FOR 166T906110N 0019 5 5L1DOW DIMS. GLASS TYPE '2' WIDTH HEIGHT EXT. (+) 197. (-) 20' 24' 30' 36" 40' 42' 20' 24' 28' 30' 32' 36" 40' 60" 66' 96.8 112.6 GLASS TYPE '3' EXT. (+) 110.0 1NT. (-) 195.0 GLASS TYPE '8' EX. (4) 1NT. (-) 110.0 195.0 85.8 95.4 76.7 732 70.2 64.8 833 77.7 72.8 64S 110.0 110.0 110.0 110.0 110.0 195.0 120.0 120.0 120.0 120.0 110.0 '10.0 110.0 110.0 110.0 120.0 120.0 120.0 120.0 120.0 60.0 60.0 60.0 60.0 86.7 I 86.7 73.4 I 73.4 64.2 64.2 60.6 60.6 575 57.5 66.4 20' 24' 28' 30' 32' 36" 72' 66.4 60.0 110.0 110.0 110.0 110.0 60.0 195.0 120.0 120.0 120.0 60.0 60.0 110.0 195.0 110.0 1 120.0 110.0 120.0 110.0 120.0 WINDOW DIALS. WIDTH HEIGIfT 19-1/8" 26-1/2" 37' 42' 19-1/6" 26-1/2' 37' 42' - 26-1/2; 42' 26' 38-3/8' GLASS TYPE '2' CLASS TYPE '3' GLASS TYPE '6' EXT. (+) 110.0 INC (-) 195.0 EXT. (+) 110.0 1NT. (-) 195.0 EST. (4) 1 1NT. (-) 110.0 I 195.0 110.0 195.0 110.0 195.0 110.0 I 195.0 110.0 110.0 110.0 110.0 98.5 86.8 110. 99.7 65.E 145.4 128.1 190.6 137.5 110.0 195.0 110.0 110.0 110.0 195.0 'K 195.0 195.0 110.0 { 195.0 110.0 1 195.0* 110.0 195.0 110.0 195.0 98.5 110.0 1945 110.0 I 120.0 66.8 :10.0 120.0 110.0 195.0 110.0 195.0 110.0 120.0 110.0 120.0 110.0 { 120.0 110.0 195.0 110.0 195.0 110.0 1 1200 110.0 I 120.0 110.0 120.0 110.0 : 120.0 60.0 60.0 60.0 60.0 600 60.0 60.0 60.0 110.0 195.0 56.1 56.1 48.9 48.9 46.0 46.0 43.6 43.6 110.0 120.0 110.0 120.0 110.0 120.0 19-1/5" 26-1/2' 63' 42' 96.7 104.2 110.0 195.0 110.0 j 195.0 74.9 77.9 110.0 120.0 110.0 i 120.0 60.0 60.0 110.0 120.0 110.0 j 120.0 60.0 60.0 60.0 600 110.0 120.0 110.0 120.0 110.0 110.0 120.0 120.0 110.0 120.0 110.0 120.0 19-1/8' 25-1/2' 37' 74-1/4" 37' 77" 63.0 63.0 110.0 195.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 I 120.0 59.8 56.3 59.8 56.3 59.8 59.8 56.3 1 553 60.0 60.0 60.0 60.0 32• 36' 76" 6011 60.0 60.0 60.0 60.0 60.0 60.0 60.0 20' 24' 28' 30' 32• 79" 52.0 52.0 110.0 120.0 110.0 120.0 43.8 43.8 110.0 120.0 110.0 120.0 311.1 38.1 110.0 120.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 20' 24' 26" 30" 32' 41.5 415 '10.0 120.0 110.0 120.0 110.0 110.0 120.0 120.0 110.0 120.0 512 48.3 51.2 48.3 54.5 51.2 48.3 54.5 512 48.3 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PS= = 16.34 SQ. FT. +110.0, -155.0 PSF = 10.00 SQ. FT. * UMR MAX LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' v 5 USED ** ** SIZE 37" X 77' APPLICABLE TO FLANGE FRALI ONLY SEE SHEET 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10 •2023 ode Product Co SP 32 / `S`A11111 u n r f7I77T'' 9M92 0 u E 0 ra drawing no. W98-100 (sheet 3 of 7 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• • •• •• • • • • • • •• •••• •• • •• • • •• •• • •• •• •• • • • • • • •• •• • • • • • L 1/8" TEMP. GLASS \\ TAIR SPACE 1 1/8" ANN. \ GLASS t , \ 1-INTERLAYERS- 1 i 1 XL EDGE SPACER ST. STEEL BY 'CARDINAL' 0R DURASE4L BY 'QUANEC 0R SUPER SPACER BY 'DUANEX' 3/4" INSULATED GLASS TYPE '2A' • • • • • • • • • • • • • • • • • • • • 075" Sokx 16P With PET Core* • - By 'Eastmoi Cher99861•Ca..' • .090" Soflex Clear And Color Gloss - By 'Eastman Chemical Co.' .090" SentryGlas By Kororay A•r1�r'to. Vic': .090' Trosifol W3 • By 'Kuraray Ameto, Inc:. -1/8" ANN. CLASS SILICONE G= 1200 DOW 995 DOV 399 SETTING BLOCKS 2/ LITE EPDM DUROMETER 85*5 ••• • • • • • 1 /6" JEMP. GOSS • ��R SPAcE • • • i/li TWA'. GLASS • • •� • • • `1-INTERIAYERS. •• ••• •( • • •• • •• • • • • • • •• XL EDGE SPACER ST. STEEL BY 'CARDINAL' 0R DURASEAL BY 'OUANDC' OR SUPER SPACER BY 'OL:AND(' .075" With Safiex CP h PET Core __ By 'Ecstman Chemical Co.' .090" Saflex Clear And Color Gloss - By 'Eostmon Chemical Co.' .090" SentryGlos Sy 'Rummy Americo, Inc.' .090' Trosifol PVB By 'Hurcray America, Inc.' 1/8" TEMP. GLASS 3/4" INSULATED GLASS TYPE '3A' SILICONE GE-l200 'DOA 995 IOW 899 SETTING BLOCK: / 2/ :ATE EPDM DUROMETER 85*5 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS RE09069 R059 TO SHM15 31E1R0 7 FOR 667ALIA710N OELNIS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS N0 SARTE95 REWIRED REFER TO SH0i9 5 T1RU 7 FOR 96TALA8014 DETNLS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO 941fiDS MOORED 8t773 10 SHEI19 5 1HRU 7 FM WS7ATW2N OLTAAS WINDOW DIMS. CUSS TYPE '2A' GLASS TYPE '36.' WINDOW DIMS. GLASS TYPE '26' GLASS TYPE '3A' WINDOW ELMS. MASS TYPE '2A' GLASS TYPE '38.' MOTH HEIGHT EXT. (+) ANT. (-) OCT. (+) INT. (-) WIDTH HEGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) MOTH HEIGHT EAR. (+) 16T. (-) DT. (+) 1NT. (-) 20' 24' 28' 30" 32" 36" 40" 42' 36" 110.0 1943 110.0 195.0 20" 24- 28" 30' 32' 36' 40' 42' ea' 98.8 112.6 110.0 195.0 19-1/8' 110.0 195.0 110.0 195.0 110.0 151.9 110.0 195.0 85.8 95.4 110.0 120.0 26-1/2' 110.0 203.0 110.0 195.0 110.0 138.E 110.0 195.0 76.7 83.3 110.0 120.0 37' 26" 110.0 145.4 110.0 195.0 110.0 110.0 129.5 110.0 195.0 77.7 110.0 120.0 42' 110.0 128.1 110.0 1 195.0'F 110.0 121.4 110.0 1950 702 728 110.0 120.0 19-1/8' 110.0 190.6 110.0 195.0 107.9 107.9 110.0 195.0 54.6 64.8 110.0 120.0 26-1/2" 38-3/8" 110.0 137.5 110.0 195.0 60.0 60.0 - - - 97.1 97.1 110.0 120.0 37' 965 985 1104 120.0 925 925 110.0 120.0 60.0 60.0 - - 42' 86.8 8631 110.0 120.0 20' 24" 28" 30- 32" 36' Cr63' 42' 42" 110.0 1665 110.0 195.0 20' 24' 28' 30' 32' 36' 40" 66' 86.7 86.7 110.0 169.0 19-1/8' 110.0 144.5 110.0 195.0 110.0 138.8 110.0 I 195.0 73.4 73.4 110.0 120.0 26-1/2" 50-5/8" 99.7 104.3 110.0 195.0 110.0 118.9 110.0 195.0 64.2 64.2 110.0 120.0 37" 74.7 74.7 110.0 120.0 110.0 111.0 110.0 195.0 60.6 60.6 110.0 1182 42' 65.9 65.6 110.0 120.0 104.1 104.1 110.0 120.0 57.5 57.5 110.0 112.2 19-1/6" 96.7 104.2 110.0 195.6 92S 925 110.0 120.0 6C.0 60.0 - - 26-1/2' 77.9 110.0 120.0 833 83.3 110.0 720.0 - 60.0 60.0 - - 37" _74.9 60.0 ._1 60.0 110.0 117.0 79.3 79.3 110.0 120.0 20' 24' 28' 30' 32' 36" 72. 66.4 j 66.4 110.0 120.0 42" 60.0 60.0 - - 20' 24' 28' 30' 32' 36' 40" 42' _ 48 1100 145.7 110.0 195.0 56.1 56.1 109.3 109.3 19-1/8" 63.0 63.0 110.0 120.0 110.0 121.4 110.0 195.0 48.9 48.9 95.3 95.3 26-1/2" 74-1/4' 46.6 46.6 90.9 90.9 104.1 104.1 110.0 12C.0 46.0 46.0 89.8 89.8 37' 59.8 59.8 - - 97.1 97.1 110.0 120.0 43.5 43.5 85.0 65.0 37" 77' 56.3 56.3 - - 91.1 91.1 110.0 120.0 60.0 60.0 * UMR MAX LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 0 5 USED ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. tt'rl r1 -10S n OCG - to nn Cn Cr 80.9 80.9 110.0 12C.0 32' 36' 76' 60.0 60.0 - - 72.8 72.8 110.0 120.0 60,0 60.0 - - 69.4 69.4 110.0 120.0 20" 24" 28' 32" 78' 52.0 520 1013 101.3 20' 24' 28" 30' 32' 36' 40' 42' , 54 110.0 129.5 110.0 195.0 43.6 438 85.4 85.4 98.0 107.9 110.0 195.0 38.1 38.1 74.3 743 925 925 1100 120.0 60.0 60D - - 84.4 86.3 110.0 120.0 20' 24' 28' 30' 32' 64" 41.5 41.5 80.8 80.8 80.9 80.9 110.0 120.0 34.9 34.9 68.0 68.0 719 71.9 110.0 120.0 545 545 - - 648 64.8 110.0 120.0 512 512 - - 61.7 61.7 110.0 120.0 483 48.3 - - PRODUCT REVISED as complying with the Florida Building Code NOA No 1T-0918.11 Expiration Date 10/25/2023 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCAOS-DEC-219 -•_; 03nil to\\\Illlltjf 7 70592 0 q Q F '8 a e 0A. dii`m N • ff O 0 R 0 OdtE Zo 11. ▪ Z o fet V SERIES-238 ALUM,OUTSWING CAS C n7 6 5 .n 72 5 o ca x 5' 1 rp drawing no. W98-100 sheet 4 cf 7 SEALANT • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• • •• • • • • •• • • • •••• •• • •• • • •• •• • •• •• •• • • ••• • •• •• • • ••• INSTALLATION (]ONDITIQNS•..FLANGE• FRAME (APPLIES TO ALL FOLR SIDES • • • • •FOR ANCHOR PERIR7RMANr VALUES SEE SHEET 6 • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • ••• TYPICAL ANCHORS -SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2-1/2' MIN. TYPICAL ANCHORS SEE ELEV. -OR SPACING SEE SHEET 6 FOR DESCRIPTION WOOD BUCK TYPE '2' MATERIN• PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION SY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL PRESSURE TREATED SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION EY OTHERS INSTALLATION TYPE '4' 2 1/8' NIN. WOOD SUCK TYPE '4' MATERIAL_ PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL 3/4' X 1' X 3/4' X 1/8' 2-1/2' LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CC! CORP., MUST SUSTAIN LOADS IMPOSED EY GLAZING STUILM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ALT. ANCHOR LOCATION WITH SHEAR CUP TYPICAL ANCHORS SEE ELEV. FOR SPACING \SEE SHEET 6 FOR DESCRIPTION METAL -STRUCTURES 11/8' THK MIN. ATTACHMENT TO METAL STRUCTURES /8' _I 1NIA. TYPICAL ANCHORS SEE ELEV. FOR SPACING IFTTI / SEE SHEET 6 FOR DESCRIPTION I II I 11 1 11 1 1 L---J ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Ex . [ration Date 10/2612023 COMP L. drawing no. W98-100 'sheet 5of 7 • ••• • • • ••• • •• • • •• • •• •• • • • • • •• •• • • • •• • •• •••• •• . •• • • • • • •• • • ••• • •• •• • • ••• MiN. 2-1/2' M1N. INSTALLATION TYPE '1' INSTALLATION CON DITION••S EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDEa) • • • • •'o§ R PERVMAN:E•.ALUES SEE SHEET 6 • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8' •• • • • • • • • •• ••• • • • rr • it• • • WOOD BUCK TYPE '1' MAggig -- PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD • • • • TYPICAL ANCHORS SEE ELEV. OR SPACING SEE SHEET 5 FOR DESCRIPTION vc 1' MINI' 2-1/2' MIN. INSTALLATION TYPE '2' 2 1/8' MIN. WOOD BUCK TYPE '2' ATERlAL• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCR1P11OA BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 1 3/6' 2 7/8' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDEtS/USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1' MIN. 1 INSTALLATION TYPE '4' TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION WOOD BUCK TYPE '4' MATFRIA PRESSURE TREATED TYPICAL INSTALLATION DFTAII ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS 561 ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES \"1/6' THC. MIN. ATTACHMENT TO METAL STRUCTURES rt/6' MIN. TYPICAL ANCHORS L— SEE ELEV. FOR SPACING �TTI r SEE SHEET 6 FOR DESCRIPTION 11 ATTACHMENT TO .APPROVED MULLIONS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 drawing . o. W98-100 sheet 5.1 of 7 • • • •• •• • • • • • • • • • • • • • • • ••• • • •• •• • • • •• • • • •• ••• • • •. • • •• • • • • • • • • • • • " PERFORMANCE VALUES OF INSTALLATION ANCHORS • REFER TO SHEET 5 FOR DETAILS • • PERFORMANCE VALUES OF INSTALLATION ANCHORS • 14111 TO SHE_IE FOR WAILS • • RDO)0R ➢OAS. ANCHORS R/0 SHFS5 CUP ANCHORS 517H SHEAR OUP • • • • • • • 3r ssoasw /cI�9AR �L1••F• • ANCHORS 1075 SHEAR CUP AT 17" 0.C. AT 10' 0.C. AT 17" 0.C. AT 10"!.C.`• • • ROR MILS LND. • AC le" 0.C. `. 10" j1.C.. AT 17' O.C. AT 10' 0.C. PIOTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/1NT.(-) EXT.(+)/INT.(-) EXT.(+)/I T -J • rip, F- CtI Efr4+'/INT.(-) • E7..(+)/lar.(4 EXT.(+)/INT.(-) 7R.(+)/INT.(-) 20' 24' 28" 30' 32' 36' 4D' 42' 36' '95.0 195.0 154.8 195.0 32' 76" 1332 •• 195.0 • 76.4 122.2 195.0 195.0 129.0 172.0 36" 118.4 189.5 67.9 108.6 192.9 195.0 110.6 147.4 20' 195.0 195.0 119.1 190.5 180.0 195.0 103.2 137.6 • • • 21" • • • :73.1• . • 1904 99.2 158.E 166.8 195.0 96.8 129.0 • • 7r. :8' j 18.4: 195.0 85.1 136.1 150.0 195.0 86.0 114.7 • 3�' • • • • •138.5• 1 79.4 127.0 135.0 180.0 77.4 103.2 . • . •32' • • • • 1l9b• 1 195A 74.4 119.1 126.6 171.4 73.7 98.3 20" i• 95.0. • 195.0 132.7 195.0 20' 24• 28' 30' 32' 36' 40' 42' 42" 195.0 195.0 132.7 176.9 24' 195.0 195.0 110.6 165.9 192.9 195.0 110.6 147.4 28' 84" 165.3 195.0 94.8 I 142.2 1653 195.0 94.8 126.4 32" 154.3 195.0 88.5 1 132.7 154.3195.0 88.5117.9 1 144.6 1929 62.9 110.6 128.6 171.4 73.7 98.3 115.7 154.3 663 88.5 1102 .146.9 632 842 20' 24' 28' 3C" 32' 36' 40• 42' 48' 155.0 195.0 154.8 193.5 195.0 195.0 129.0 161.3 192.9 155.0 110.6 1352 180.0 195.0 1032 129.0 I 1 I 168.8 185.0 96.8 1209 150.0 1E75 86.0 107.5 135.0 168.8 77.4 96.8 128.6 160.7 73.7 42.1 20' 24' 28' 30' 32' 36" 40' 42" �• 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 171.4 195.0 983 147.4 160.0 195.0 91.7 137.6 150.0 195.0 86.0 129.0 1 I 133.3 195.0 76.4 114.7 120.0 180.0 68.8 1032 114.3 171.4 65.5 98.3 CHORS 1P/0 SHEAR CLIP ANCHORS WITH SHEAR 20' 24' 28' 30• 32' 36' 40' 42' 60' 195.0 195.0 123.8 185.8 180.0 195.0 1032 154.8 154.3 j 195.0 88.5 132.7 • 144.0 195.0 82.6 123.8 135.0 195.0 77.4 116.1 - 120.0 180.0 68.8 103.2 108.0 162.0 61.9 92.9 1029 154.3 59.0 88.5 20' 24' 28' 30' 32' 36' 40' 66' 195.0 195.0 140.7 195.0 195.0 195.0 117.3 164.2 175.3 195.0 1005 140.7 163.6 195.0 93.8 1313 153.4 195.0 89.0 123.1 136.4 190.9 782 109.5 122.7 171.8 70.4 98.5 20" 24" 28' 30' 32' 36' 72' 195.0 195.0 129.0 180.6 187.5 195.0 107.5 150.5 160.7 195.0 921 129.0 150.0 195.0 860 120.4 140.6 195.0 80.6 112.9 125.0 175.0 71.7 1003 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS RIN00R DIPS. ANCHORS P/0 SHEAR CUP ANCHORS HIM SHEAR CLIP AT 17' O.C. AT 10' O.C. AT 17' 0.C. AT 10' O.C. K1D1H HEIGHT EXT.(+)/INT.(-) EXT.(+)/04T,(-) EXL(+)/INT.(-) EXF.(+)/INT.(-) 19-1/8" 26-1/2" 37' 25' 195.0 195.0 149.4 195.0 155.0 195.0 107.8 161.8 195.0 195.0 77.2 115.9 19-1 /8' 26-1 /2' 37' 38-3/8' 195.0 195.0 151.9 195.0 191.2 195.0 109.6 146.1 136.9 182_6 76.5 104.7 19-1/-' ', -5/8' 195.0 195.0 153.5 191.9 195.0 110.8 138.5 138.4 173.0 793 992 19-1/8' 26-1 /2" 37' 42' 63' 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.8 111.2 194.6 63.8 111.6 98.0 171.4 56.2 98.3 19-1 /8' 26-1/2' 37' 74-1/4" 195.0 195.0 130.8 1 195.0 154.7 195.0 94.4 151.1 117.9 188.6 67.6 108.1 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4 DIA. KWIK-CON II BY 14161 (Fu-163 KSI, Fy-157 Km) 1 /4" DIA. Ul TRACON BY 'El CO' (;711 7 K51. Fy-155 Ks) N�9-z�$V-W'J6B-BIJCRS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY J114 SMS OR SELF DRILLING SCREWS /SRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090') INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL -EDGE DISTANCC INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Ym - 2000 PSI MIN. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 `71111f i11:1///// � •"" VCENCF'" Q' �= COMP-ANL\W95 OUfSWINO CASEMENT WOW. Y � I 5 FAX. (305) 593-6592 drawing no. W98-100 sheet 6 of 7 • • ••• • • • ••• • • • • • • • • • • • • • • • •• •• • • • • •• • • • •••• •• • •. • • •• •• • •• •• •• • • • • • • •• •• • • • • • R PERFORMANCE VALUES PERFORMANCE VALUES • • YE'r "ALCES • ALUMINUM BUCK FRAMING DETAILS 4 V o' OF ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM BUCK • • INSTALLATION ANCHORS • • • • OF BUCK • iNS TT .ANCIWRS• : • • • REFER 70 SHEETS 3 THRU 6 FOR WINDOW CAPACITIES • USE LOWER APPLICABLE VALUES. 1� J i IfiNDOw DOSS. WINDOW DIMS. • • • • • T164001 ♦Dn • • • • AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3638) TEL (308) 261-8100 FAX, (306) 2824676 COMP-ANL\W88 WIDTH HEIGHT EKT.(+) INT.(-) WIDTH HEIGHT ER.(+) INR(-) • • rOVIDTH 1♦LIGHT • 617XL(+) J • • • 20' 110.0 195.0 20' 105.8 120.0 19_1. /8" 110.0 195.0 24" 110.0 195.0 24" 90.9 120.0 26-1/2' 110.0 195.0 28" 110.0 166.5 28' 80.5 110.3• 7 26' 110.0 1842 30' 110.0 182.4 30' 76" 763 104,7 • .37". .42".• . • • • L10.Cl• 41524 • • 32" 36, 110.0 179.5 32' 60.0 60.0 • 1SJl1118• • • • 1910.08 • 195.0 • 36" 110.0 177.3 36' 60.0 60.0 LI Z2• � 7 -.I • • • •38--6/8• • 110.tr • 172.6 • 40' 105.8 145.1 20" 102.7 12010• •37� • • • • • 11410.1•456ft• • 42" 97.0 120.0 247 682 120.0 42' 95.7 120.0 20• 110.0 179.5 28' 78' 77.9 120.0 19-1/8' 110.0 195.0 24" 110.0 159.6 30' 73.9 7013 26-i/2' 50-5 8" 110.0 154.7 i - 'r 28' 106.9 tib.6 32' 60.0 60.0 3T 94.0 120.030' 103.5 103.5 141.9 20' 11C.0 120.0 42' 89.8 '20.0 32' 42, 100.7 138.1 24' 97.0 120.0 19-7/B' 109.3 � 749.9 I i 36• 97.0 120.0 28" 84" 85.5 117.3 26-1/2' 84.6 1162 4p' 95.2 120.0 30' 60.0 60.0 37' 63' 67.9 93.1 I 1 j14 SIAS n 42' 95.0 120.0 32' 60A 60.0 42' 60-0 60.0 AT 6' FROM ENDS n 20' 110.0 195.0 19-1/8' 110.0 154.8 �- tY O.C. MAX. AT JlJd55 24' O.C. MAIL AT HEAD/S:LL ' _ . i O C 24' 110.0 177.3 26-1/2' 74-1/4' 86.4 778.5 `tom (`•-, trr� _ i14 s,.. 3 co 28' 110.0 160.9 37' 60.0 60.0 I _ ��'C��222JJJ 7I AT 6' FROM ENDS g i o 30' 110.0 454.8 19-1/6" 109.9 120.0 . Ir '� ,,,, WVL 17' O.C. MAX. AT JAMBS 0 .. 32' 48• 109.1 120.0 26-1/2' 76' 84.0 115.2 M .tea �.J ��►r� 24' 0.C. MAX. AT HEAD/SILL 0 w i g 36' 103.5 120.0 37' 60.0 60.0 < g I- 40' 99.8 120.0 19-1/8" 108.3 122.0 - 1 \ � {, 3 !� z O 2 42' 95.0 120.0 26-1/2' 77" 62.7 113.4 ::�� T r-a 11�" c = ._ • F' N rn N'- 20' 110.0 174.1 37' 60.0 60.0 qqS�7 \ - .-00 • S M 110.0 1520 6[J {�'�T�I t illam �1_ . 2, 24" ---�'' ��u� Z Z- 29' 99.8 120.0 te..-• 3 33' 95.5 720.0 e d. q - 't _� p = g32' 54' 91.9 120.0 _ da a a;3'Q 36' 862 116.2 • - TYPICAL ANCHORS TYPE '.4' OR '8' N TYPCAL ANCHORS TYPE 'C' ' U 40• 87 2 112 7 AT 6' FROM ENDS AND\I� AT 6" FROM ENDS AND C �� 42' 80.6 110.5 2 1/2' ML"L 17' O.C. MAX. AT JAMBS 1 17. 17" 0.C. MAX. AT JAMOS 0.C. MAX. AT HEM./SILL DOE CIS i" LINN 24' 0.C. MAX. AT HEAD/SILL 20' 110.0 153.2 17 UPDATED TO 2017 IBC 24" 97.0 133.0 INSTALLATION TYPE '5' INSTALLATION TYPE '6' r3 es.e 1T9.o TYPICAL ANCHORS: sEE ELEV. FOR SPACING 29 30' 82J3 113.5 213Y WOOD BUCK OR WOOD STRUCTURES A - 1/4' DVi KWIK--CON II BY 'HILTI' (Fu=163 KSI, Fy=157 KS) o s 32' �• 794 108.8 TYPICAL INSTAI LATION DETAII PRODUCT REVISED � 36' 73.9 101.3 DIRECTLY INTO CONC. OR MASONRY as complying with the Florida ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEMV,< 6 W. U 40' 60.0 60.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Building Code 17-0918.113 4-2' 60.0 60.0 B - 1/4" DIA. ULTRACON BY '=LCO' Fu-177 KSL F -155 KSO ( Y 10126I2023 20' 110.0 171.0 ExpNOAiration Expiration Date FILLED 24" 107.8 120.0 DIRECTLY INTO CONC. OR BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 2.500 845 By By ce`' o -o 2e e59 120'O y 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS 645 f .D65 adeProduct o "`. o 0 o x 30' 66' 91.3 120.0 .Oes- sSzt r 32" 87.3 119.7 C - 114 SM5 (GRADE 2 CRS) I 7 � �' t 11i I/�Nig7A�' T--.---,---I.---. 1.125 l 36• 60.0 60.0 .562 IT 11 '1 `1111 �-• 40• 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD -.--1.436 i ',')P� vCr� _'V''� 1 L ` t 20' 110.0 154.5 .125� .903 _ N0. r r.,r 24' 97.0 120.0 - TYPICAL EDGE DISTANCE i� s ; - 28' 86.0 117.9 INTO CONCRETE AND MASONRY 2-1/2" MAN. ALUMINUM BUCK OPTIONAL COVER 1<7 , ,,`, 30' 61.7 112.0 C -7.-2, INTO WOOD STRUCTURE = 1" MIN. 6063-T6 6063-:6 --` ft '1 U J ♦ „,, r OF �` drawing 32' 77.9 706.9 C'if%...1.41.10�� ' �,°� \, no. 36' 60.0 60.0 CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI M!N. • iW98-100 S) C-90 HOLLOW/FILLBLOCK AT JAMBS f'm = 2000 PSI MIN. '777sj�® �L1t1�` Tsheet 7of 7 } DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25t' Street Miami, FL 33172 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street. Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy 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 ProdhCf Cpntrol Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade tou al) reserve'fie right to have this product or material tested for quality assurance purposes. If this prgccticyt.gr math riel ails to perform in the accepted manner, the manufacturer will incur the expense of such teaiand the 4HJ may immediately revoke, modify, or suspend the use of such product or material within theiz jurisdictipp. RER, reserves the right to revoke this acceptance, if it is determined by Miami —Dade Getey Product Control Section that this product or material fails to meet the requirements of the applicable ibtq.klitig code e : • This product is approved as described herein, and has been designed to comply t'tth•t"'he Florida Building• Code, including the High Velocity Hurricane Zone. - 'DESCRIPTION: Series "CGI Heavy Duty" Clipped Extruded Aluminum Tube Mullion—;Ip.m!I!) APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant AluAMinurn Tube•Mpllions"p sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacttitei' 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# 16-0218.04 and consists of this page l and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI•DADE COUNTY APPROVED 2- 1oS ('� • . . • • NOA No. 17-0630.11 Expiration Date: May 26, 2021 Approval Date: December 14, 2017 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMTTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B, 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 FJ3c, TA282'94 3) Water Resistance Test, per FBC, TAS 202-94•• ' ; • • • • • • 4) Large Missile Impact Test per FBC, TAS 201a. • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .... 6) Forced Entry Test, per FBC 2411.3.2.1, and'FAA202-94....' along with marked -up drawings and installation diagram 'bf'btippecl•a iinurrr. ..' mullions, prepared by Fenestration Testing Lab, Inc., Test NiNr.t.No. YFL''--6443 • (samples A-1 thru E-1), dated 02/28/11, and addendum letter:datiect 05/V1 f signed '• and sealed by Marlin D. Brinson, P.E. . •. .. •. . C. CALCULATIONS •• • • . • •• . • . 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 .J rge M. Plasencia, P.E. Product(Control Unit Supervisor NOA No. 17-0630.11 Expiration Date: May 26, 2021 Approval Date: December 14, 2017 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Private Labeling Agreement document in conformance to Product Control guidelines dated 02/15/16 signed by Mario Ferrucci III. G. OTHERS 1. None. 2. NEW EVIDENCE SUBMTTED A. DRAWINGS 1. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum •e• llvlullioii's • heets 1 through 25 of 25, dated 08/29/11, with revision C dated 416118117, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • • • • • • • .••• • • • • .• • .. . •• • • •. • B. TESTS 1. None. . • • • • • ..•. • • • • •. •. • •. • • •. •• • • • • . • ••• • • C. CALCULATIONS 1. Structural analysis complying with FBC 5th Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 66 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. rge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0630.11 Expiration Date: May 26, 2021 Approval Date: December 14, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. This NOA revises NOA #16-0218.04, expiring on 05/26/2021. • • • • • • • • • • • • .• •• • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •••• • • • • • • •f •• • • • • • • • • • • •• • • ••• • • • •• • • • • • • •• • • • • •• • • • • • • rge M. Plasencia, P.E. Prod Control Unit Supervisor NOA No. 17-0630.11 Expiration Date: May 26, 2021 Approval Date: December 14, 2017 E-3 • • ••• •• •• • •• • • • • • • • • • • • ••• • • • ••• •• • •• •• • • • • •• ••• •• • • • • • •• • • • • • • ••• SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU G; • SHEETS 2-4 VERT, MULL LENGTH OPENING WIDTH FOR VERTICAL MULL SEE DETAILS A-D,G,H: SIfETS 24 HORIZONTAL MULL LENGTH ;SEE DETAILS A-D,G,H; SHEETS 24 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL LENGTH L 1—OPENING WIDTH —I SINGLE MULLION SINGLE MULLION `1 SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE CODES / STANDARDS USED: OPENING HEIGHT FOR HOWL MILL •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION .2014 FLORIDA BULDING CODE (FBC), 5TH EDITION •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 .•• .eNERAL NOES: ••• • • • • • • •• • •• • • yDETRIL$%HI.}NNIMIE FON THE MULLIONIONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE • FENESTR 10 PRQDU%T INSTALL TIOI• TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE • • iWLUATED g AN FY[�£RIENCEp 4STA..EF•FOR THE BEST INSTALLATION METHOD. OPTIONAL IX OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED ROPERL RANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES 7O BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED HAVE BEEN TESTED AS 'FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGULL2 NT I.t1VE•At.AP (M:RE�IWI 1/4' MRI/M THE CUP. SHAPE • • • • • 3).TH N HO EOF SHOWS HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED • D•SIG►I PEE R LI S ARE CAL%ULATED TO DEFLECT NO MORE THAN L/180. THE 1/3 STRESS INCREASE WAS NOT USED • • INrrHN ANCI E AL ATI =HEi.VL AD 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. SEE DETAILS A THRU G: SHEETS 24 OPENING HEIGHT FOR HORIZONTAL SEE DETAIL E, MULL SHEET3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY WI. 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. 8) 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 8 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 CGI-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. --HORIL MULL LENGTH-1 • OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. VERT. MULL LENGTH 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. GENERAL NOTES..-...... _......-._._._ INSTRUCTIONS........ _.............._...- 1 ELEVATIONS......_ .................._....._ 1 MULL TO 1X 8 MASONRY...._._._ 2 INSTALLATION NOTES..._...._........ 2 MULL TO MASONRY ................._.... 3 MULL TO STEEL STUD..._......_...... 3 BAY MULL INSTALLATION-.- .... .... 4 1 X 2 X .125 MULL SPECS....._._.._ 5 1 X 2 X .375 MULL SPECS..... ..... 1 X 275 X .375 MULL SPECS .. 7 1 X 2.75 X 65 MULL SPECS._.. ..... _ 8 1 X 3.126 X.500 MULL SPECS ..... ...9 1 X 4 X.125 MULL SPECS............_.10 1 X 4 X.375 TUBE MULLSPECS....11 1 X 4 X .375 T MULL SPECS._.....11 125 X 3.188 X 285 MULL SPECS_.12 125 X 3.25 X.100 MULLSPECS.._13 125 X 3.25 X.624 Ml1LLSPECS.._14 1.25 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 & CUP DIMENSIONS...._ 21-23 LOADING EXAMPLES.._._...._.........20 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR'TRIANGULAR/TRAPEZOIDAL". 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FP) FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MJLLION CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') 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 CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FT) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING, YOU MAY USE THE ''ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. 0 m z cv cv sa 1- CO CO 40 y O co gtx 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 By Miam a Product Contro \t\\\11111//j, ss''`s (PIN LYNAVA�� 7,' * ; . No. 58705 ' Ist ' , A,„, INAIL 11t\ A. LYNN MILLER, P.E. FL P.E.# 58705 • • •• • • • • • • ••• • • • ••• • • •• • •• •• • • • •• •• • • • • • • ••• •• • •• • •• • • • • • • • • • • • • • • DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAYBE INSTALLED BY THIS METHOD. EMB®MENT ( i FRONT VIEW ;:j./..- MULLION • • • • • c2 EXTERIOR TYP. ANCHOR PER SUBSTRATE. SEE TABLES 1B--16B • • • • • • • • • • • • • • • • ••• BUCKSTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1. SHEET 1. • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY • • • • • • • (STANDARD CLIP SHOWN) • • • `] MU•JON •• • • • • FMx DISTANCE FOR WOOD SCREWS .250' MAX FOR ALL MULLIONS • • SHEETS 21-23 FOR HOLE LOCATIONS EXTERIOR THE OFFSET CLIP LS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-168 EDGEFNC DISTANCE SEE TABLES SIDE 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 CUP 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 MASONRYAPPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. 1B-136 EDGE DISTANCE FOR MASONRY ANCHORS EMBEDMENT': MULLION BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. MIN 2.7 KSI CONCRETE CR GNU FRONT VIEW TYP. ANCHOR PER SUBSTRATE, SEE SEE TABLES 1B-138 CONCRETE OR CIAO EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, i SHEET1. LE LU EDGE Cr DISTANCE, SEE SEE TABLES IT 1B-138 =O K SIDE VIEW K EITHER THE STANDARD OR OFFSET MULL 0 CLIP MAY BE BY W 0 THIS METHOD. 3 INSTALLED 60 0 2- 10J N 2N U rc 0 m m m A r rn m p0 2 N 0 ive co co sip PRODUCT REV SED as comply ng with the Florida Bullding Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 By Mlam15 Product Control lot 1I 1111,i '`? UCEN /�� , No. 58705 -: p ` s '","9'6NAL EN 0,‘ A. L4INIMILLt'R, P.E. FL P.E.# 58705 • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • • •• • • • • • DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD CR OFFSET MULL CLIP MAYBE INSTALLED BY THE A6'THOD. EXTERIOR EMBESMENT EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE. SEE TABLES 16-138 MIN 2.7 K51 CONCRETE OR CMU FRONT VIEW • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • MU aM ••• • • • • • • BUCKSTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1. SHEET 1. •• • • • •• • • • •• 5 �RL 36 ••• • • • • • • • OOOOO • • WE iiISTANC• • • • • • • • FOR MASCNRY ANCHORS THE OFFSET CUP IS RECOMMENDED FOR FNfRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE. SEE TABLES 16-138 EDGE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 1E-136 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO SASE 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, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DAOE COUNTY, USE ONLY M:AMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR —1 I--.125' MIN. ,. Cf VARIES TOP VIEW U-CUP FRONT VIEW DETAIL E: MULLION TO MULLION INTERSECTION (U-CLIP) MULLION EXTERIOR NOTES: 1) MAY BE INSTALLED IN "TEE' OR "CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. ¢ IM K K 012 STEEL SCREWS. SELF -DRILLING OR PRE-DR/U. MULLION AND USE SMS SEE SI-EETS 21-23 FOR HOLE LOCATIONS DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CUP SHOWN) STRUCTURE TYP. ANCHOR R SUBSTRATE. SEE TABLES 18438 SEE SHEETS 21-23 FOR HOLE LOCATIONS MULLION FOR STEEL STUDS THINNER THAN 16 GA AND COMPLIANT WRH THE R. BUILDING CODE, A 2X W000 BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. EDGE DISTANCE SEE TABLES 18-138 /-MUWON 10 ® ®®a SIDE VIEW SIDE VIEW EOCE DISTANCE SEE TABLES 18-136 CC O 00 O W W cn 0 2 F 1n W 0 z 2 go 10 ¢`z z rn CV 00 QO 1'- rn p0 O z cn O cn m0 ce Y cn 0 cn PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 Product Control oGEN$E. -•. �� * No. 58705 • •• STATE O !(�\ A.SOOOOOO • rrONN,VXLEI:k P.E. FL P.E.# 58705 \YYL (I(V, O LY7TI '' • ••• • • • •• • • •• • •• • • • • •• •• •• • • • •• •••• •• • •• •• • • • • • • • • • • • • • • • • • . • • • • • ••• • • • • • • •• • • •• • • • •• OOOOO• • DETAIL F: • • • • • • FIELD -MODIFIED MULLION CLIP • • • • • • • • ANGL CLIP (F-CLIP) • • • • (AtfOLE CLIP) SEE DETAILS 4D, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. EXTERIOR STANDARD MULLION CLIP MODIFIED rC FIT FIELD CONDITIONS MO WOOD. STEEL, ALUM. CMU OR MASONRY EXTERIOR 0 EDGE DISTANCE PER ANCHOR • •O 0 O 0 • • • • SIDE VIEW SHOWN WITH 1'X4'X .125' MUWON MULLION TYP. ANCHOR PER SUBSTRATE SEE TABLES 18-138 STANDARD CLIP TO BE MOWEDMOED IN-FELD. • •• • • • • • • 3 • NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11' X .125' MULLION. 2) SEE TABLES 1B-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. AI Q: E•MULI.O • MULLEIN 0 O TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-146 EXTERIOR INTO WOOD STEEL. ALUM CMU OR MASONRY AffOr EDGE DISTANCE PER ANCHOR I DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 0 0 TOP VIEW 2' X 5' X .125. ANGLE CUP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. INTO WOOD, STEEL, ALUM CR MASONRY NOTES FOR INSTALLATION OPTION G 8 H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE U LOCATIONS. 30. OR 46. BAY MULL TOP VIEW TYP. ANCHOR PER SUBSTRATE, 3/ SEE TABLES I5B OR 188 EXTERIOR 2' X 5' ANGLE CUP, 2 PER MULUON ENO, MUST BE INSTALLED INSIDE OF BAY MULL. WS & DOORS ALL RIGHTS RESERVED 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE N LOCATIONS. 13 CI 0. 8 In z 0 -J w m 1- F z z Z Tn cc 0 a U Tn z 0 0 D 0 z z Q J ZIC 1- N Q 0 M 0 1 z O) 01 CO F O 0 r 03 $0 1 Z O co mppQ O 1n PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 Product Control v01,111,110, «s'o1iLNHfr OCEMSk- * No. 58705 -73 �� F�OR10P.•'\�� E?G�` / //11111111 A. LYNN MILLER, P.E. FL P.E.# 58705 • . ••• • . . •.• .• •• . • .• . .. •. • • • . . . •• •. •• • . • . • • • •••• •. . •• • • •• •. . •. •. •• • . .•• • •• •. • . • • • • • • • • • .•• • . • • Mg18o:Cadality Table (lb4Mt2) • • • 1 x2X.125 Alum. Tube Moelon Opening wld16 (for verticallySparsirg views) or °petal* H tghtsforhoriz:lrtaty-sparrng mullions) 50 In 60In 70 i1 • • • • 80 m • • 90 D• • • • 100 h 120 in 140 in 160 in Rectanglar Lpe409 Ttap/7nan9 Loading Rectangular Laming Trap7Triang Loading Rectangular Lowing Trap/Minna. Loadng Rec'an94er taming Trep7Trfag. Lna8r9 Rectonai r Loading Trap(nang. loading Rectangular Laming 11np7Sag. Loa9n9 Rectanguar Loa kr9 T19/Tdeng. Loading Rectarl9ula Loading Trep(Rlen9. Loafing Rectangular Long TrapR4rp Loading • # 3e £ 1s 6 a i' a €g it �_ sa 3 c 1 6p F g 3 IF Z �' a1 c e d'. F €� '<g 5 <K S ma 3 €q ie'Qrt '_ mg a` F - s $ 3e x II 3a a= 611 .d a3 y g3 4 ...1 41ae41 :3� • V •3t • a. E R es,. B SC • .'• y a .. & a�'r a .*ft t • 3 f 5 . a ¢m.3 b' ; -. E' as �- 4 Z' eR :A t ag 3 <K r 5g 1� E- f ��` $ 2- or is F s 1111 A a € B ag . Q s 3_ =rV 31S Anchor Capacity RMured (Ms) = >i 3 IF s�4. .. al a 6K a 3 € Se I 3 1E Mull Length 1 426 111.9 409 129.5 332 93.2 408 1185 325 79.9 403 107.3 321 69.9 408 104.4 319 621 • 406 • 104.0 •� 319 669 4011 104.0 319 46.8 403 104.0 319 399 400 104.0 319 35.0 408 104.0 319 40 in 74.9 312 838 258 62.4 312 73A 252 53.6 312 67.0 248 46.8 312 632 246 41.6 312 61.3 244 37.5 312 61.0 244 312 312 61.0 244 20.8 312 61.0 244 234 312 61.0 244 50.625 in 63.9 281 70.6 234 532 281 61.5 228 45.6 281 55.7 224 39.9 231 521 222 35.5 281 50.1 220 31.9 201 49.3 219 23.6 281 49.3 219 22.3 201 49.3 219 20.0 281 49.3 219 54 In 528 247 57.5 207 43.9 247 49.13 202 37.6 247 448 199 329 247 41.5 196 29.2 247 39A 194 26.3 247 38.4 193 21.9 247 38.1 193 10.8 247 36.1 193 16.4 247 33.1 193 60 in 33.4 200 412 170 320 200 35.4 166 27.4 200 31.5 183 24.0 200 28.9 160 21.3 200 27.1 168 192 200 25.9 157 16.0 200 25.0 156 63 In 33.1 101 35.3 155 27.6 181 3.3 152 23.7 161 26.9 149 20.7 101 24.5 146 18.4 181 22.8 144 16.6 181 21.7 143 661n 28.6 165 30.8 142 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 72 In 222 139 233 120 16.5 139 199 118 15.9 139 17.5 116 75 a 189 125 19.7 109 15.7 125 16 8 107 781n 17.5 118 182 104 W.__ Anchor Capacity Table (lbs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filed CMU PT Wood Metal I Armhor Type. 3/16' Eko 195450n . 1/4" Elco MaconMacon(C;S) 5/13 Eke Macon 3116' Eko Ultracon 1/4"Eko Ulmecm 1/4' S5 Eko Ag8reGaia 5/16' Elco di. Mi 114' SS Eno A9e6G94or MO libel Screw (G5) 'i720188 Screw 812 Seed SW.. (GS) Edge Distance (30 1' 2-1/7 1" 2-1/7" 3-1/8' 1' 21/7 1" 2-1/7 7 3-1/M 7 0.48' 0.54' 0.324' Embedment 705 13'4' 1-3R' 1-3/4' 1-3M 7 1-1/4' 1-1/4' 1-1/4' 1-1/4" 1-1/4' 1-1/4- 7 1.3/8' 13R' cedes 2 Anchors Q 4.75 MIn. O.C.; Standard a Offset Clip (FM. 17 390 b 390 Ma 450 ba 890 b 164410s 270 b 260 b 354 b 740 as 374151 6641os 24611 m 341 Rs 442 ka 560 b 4 Anchors 6 1.15" Ma. O.C. / Standard (a abet) Clip (F18. 27 480 boa 700 ®s WA WA WA NIA 360 b WA WA N/A N/A WA 652 Ms 8851be 1120 art 4 Anchors 38 3' Min O.C. / (2) 2s5 Angie CR. / (Fig. 37 790 b 730 Da 680 boa 1560 bs 189615s 540 DS 56013s WA 7601bs 748 Ito 880 (9s 1832 Ms 682 bs 885 des 1120 Ds 2 Anc has 130.45" Pan. O.C. I UC0D, Into .125' Alum. (Rm. 47 WA WA WA I WA WA WA NiA WA WA WA 71./A WA WA WA 715 Ds 1 Anchor / F.Cip (Rg. 57 19516s 195 ba 225 6a I 445 b 822 Ito 135 66 140 b 177 Ms 370 (8s 187 Ds 3321bs 473 05 170 b 221 b 28015s 2 Anchors (0 1.15 Min O.CJ F-alp (Fe. 67 243 Ds 350 bs N/A I WA WA WA 190 b WA WA WA WA WA 341 bs 442163 5801bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: • FIGURE 3: • • FIGURE 4: M'I • FIGURE 2_ i/ • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: ft FIGURE 6: • ANCHOR CAPACITY ADJUSTMENT FORMULA {DP 0((ANCHOR CAP.,,a„�) _ ANCHOR CAP.,,. MULUON 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 CAPACRY 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 CUPS 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 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). STRUCTURAL STEEL TO BEAT 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. j 1.000" h- I 2.0I00" L 125' 1' X 2" X .125' MULLION rn N �rn 0 0 8 A i 8 Q Z 3 0 m N 52 a0 a 6- O) (0 30 9 to 0 m0 06-, 0 O rc� PRODUCT REVISED as comply ng with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 By MiamKD Product Contebl 11111111////� ANY LYNN " • 410ENgE-'•. =*: *- O'. STRTE OF I - 1,0 '', 'ONAL. �yG A. I' M'INIMI(ik'R, P.E. FL P.E.# 58705 No. 58705 • • ••• • • • ••• •• •• •• • • • • • • • • • • •• •• • • • •• • • •• • •.• •• • •• • . •. •• . • •. •• • • •.• . •• • . . .•• TABLE 2A • • • • • • • • ••. • • • . • • M1IIIW1&a�ttta/ Tame (Ibs/tr) • 1 x 21 .376 Ahem. Tube Mullion OpenRlg Midtl•(tor vertically-ipanoollg rauffiq 5) or Opef g He Mtn horizontally-9parnrg mdlIons) 50 In 6C In 70 in e • • • 80 n • • 901n • • • • 100I /20 in 140 In 160 in Rectangular Loading Tradinang. Lording Realms::Mar Vzdn9 Trep/018n9. Loading ' Rectangular Loading Trap/Hang. Loading Reclagulw Loading Trap/Mans Loading Rectangular Loafing T(a9Rliap. loedlr/ Rectarp ar Loadng Try5TOarg. 1-093inp Restarpdar Loading TrapTriang. Loading Rectangular Ling Tmp?riag. Loading Rectangular Loading Trap/Nang, Lowing s1 .�£ lc r allg,. 8 Fg-2 da r S §� ie'rc _ � � r �L iA � f II ` $F¢ & £ 6 3 34 g� 3` A. A. 'g� S_ 5� f - r $--.• gt0 y 3ai34 5 '16 • e • �� lf6 - r �e @ • �� •c•dr -10.9. �«• u fRR r S 9■ fE f a!1$ A` e� L. 8 5 ; d` g# . i r l 5y�a fC r aE ,I` yeut d r 3 ;a r 8�g Sa Mpg{¢ d8 S ;a r ^ E �S dig _r 8� 8 �g f�. r �S`� °y� dtt` p >s 3 �L fa r g�8 ti` �p� d� r SE �� i�. d3` €� <¢ E c� 5� Fo _ �r S ' yg d& £ e 421n 170.0 620 170.0 435 151.3 552 1100 478 179.7 662 1T(iD 508 119.3 562 169.5w 518 86t •1t•.9 S* 80.8 662 168.9 517 75.7 662 1669 517 64.9 fiGl 1/8.9 617 56.7 662 1669 517 48 in 121.6 507 136.0 419 101.4 507 119.2 410 869 5G7 108.7 403 78.0 507 1026 399 67.6 507 99.5 397 668 507 99.0 396 50.7 507 99.0 396 43.4 507 99.0 396 360 507 99.0 396 50.925 In 103.7 456 114.6 379 86.4 458 92.9 371 74.1 456 90.5 364 64.8 456 84.6 360 57.6 456 61.3 357 61.8 453 860 366 432 456 190.0 368 37.0 456 80.0 356 324 456 60.0 356 544/ 85.4 400 23.3 336 71.2 400 80.9 326 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 427 4(5 623 314 35.5 400 61.8 313 30.5 400 61.8 313 26.7 400 61.8 313 60 in 623 324 W.9 276 51.9 324 57.5 270 44.5 324 51.2 264 38.9 324 469 260 34.6 324 43.9 257 31.1 324 420 255 26.0 324 40.5 253 222 324 40.5 253 19.5 324 40.5 253 836) 53.8 294 57.4 262 44.8 294 49.2 246 38.4 294 436 241 33,6 294 39.8 237 29.9 294 37.1 234 26.8 294 35.2 232 22.4 294 33.5 230 19.2 294 33.4 230 16.8 294 33.4 230 66 in 46.8 268 49.6 230 39.0 268 424 225 33.4 268 37.5 221 29.2 266 34.1 218 26.0 268 31.6 215 23.4 2588 268 212 19.5 268 28.0 210 16.7 268 27.7 209 14.8 268 27.7 209 72n 36.0 225 37.4 199 3(10 225 322 191 297 275 28.4 188 225 225 25.8 765 200 225 23.5 182 160 225 221 180 15.7 226 20.3 177 72.8 225 198 176 11.3 225 19.6 176 7616 30.6 202 32.0 177 25.5 202 27.2 173 215 202 23.9 170 18.2 202 21.5 167 17.0 202 19.7 165 15.3 202 154 163 128 202 167 160 10.9 202 159 158 9.6 202 15.8 156 7810 253 192 29.6 165 236 192 25,1 165 202 192 220 1E2 17.7 192 19.7 159 15.7 192 18.1 157 14.2 182 168 155 11.8 192 15.2 152 10.1 192 14.4 150 8.9 192 14.2 150 90 In 18.5 144 19.0 128 15.4 144 16.1 126 96 in 15.2 127 15.6 113 Anchor Capacity Tobin (Ibs) Anchor Clip Patterns Stnsirale: 2.73 Conraete 3.53 Cone. Hollow CM) F4101 CMU P7 Wood Metal Anchor Tspe: 3/16' E:eo Ullac0n 1/4" Ebo Ubacen Y16" E!uo ukacan 3116" Eloo Uknddn 1/1" Elea lMacen 1/4' S5 Mon A001e0br 5n6" Elsa Lb,acon 1/41 S5 Ebo Ag0<eGsbr a10 Steel Scrw(G5) 912 Steel Serer IGO) 012 Steel &craw(G6) Edge Distance ink 1' 2-1/2" 1' 2-1/2 3-1/8• 1' 21/2 1' 2-12" 2• 3-116" r 0.48• 0.541 0.324" Emb0Oment (In7 1-3/4' 1-3/4' 1-3/4' 1-3/4' Y 1-1/4- 1-1/4' 1-1/0 1-1M" 1-7/4• 1.1/4' T 1.anr 1-3/8" aides 2 Anohcra 6 4.75" Min. O.C. / Standard cc 00e1 Gip (Fig. 15 390 lb. 390 to 450 2M 890 Cs 1644 bs 2701bs 2801bs 354 Ib 7401be 374 Ds 664 be 9461bs 341 to 4421bs 560 05 4 Anchors 6 1.15 Min. O.C. / Standard (or 08 4) Cep (F14. 27 480 Ns 702 be WA NIA WA N/A 9801bs N/A WA N/A WA WA 882 it. 8851b. 1120 be 4 Anchcts 0 T Mn. O.C. / (2) 235 Angle Clips / (FM. 37 7801bs 780 En 680 Ito 1560 be 1896 CS 540 Its 560 Cs N/A 760 Do 748 bs 880 Ca 1892 fa 682 bs 885165 1120 bs 2 Anchors 1L 0.45" Mn. O.C. / U-Clip, Ho .125' Alum. (Fig. 43 WA WA WA N/A WA WA WA N/A WA N/A WA WA N/A WA 715 No 1 Arthur! FQip (Fla. 53 195 bs 195 Cs 225 Ibs 445 bs 822 be 1351ta 140 Ibe 177 Ito 370 bs 187 b6 332 be 473 lbs 170 bs 221 Ibs 280 Ms 2 A:chaa Q 1.15' Mn. 0.C.! F-OEp (Fig. 8/ 240 bs 3531bs WA WA N/A WA 190 Iva WA N/A N/A WA WA 341 bs 44215s 560 to NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 6: • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,, ) X ( ANCHOR CAP.,,,,,r,,,) _ ANCHOR CAP. MULLION / USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN (T 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 CUPS 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (GMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM 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 THRFARS BEYOND THE MATERIAL #10 8 Al2 ANCHORS INTO WOOD MAY BE STEEL, 16-6 S.S. OR 410 S.S. -I 1.000' 1--- .375" 1' X 2 X .375"MULLION (n z 0 -J 2 w m 2 LLI Z U 2 J Q 2 /n n LLI X L lL U X X a� CO N s 3� U te O r0 Z C 05 CO so n 00 1D SO Z 8 O Y 0 17) rcr PRODUCT REVISED as complying with the Florida Building Code NOA-Ho. 17-0630.11 Expiration Date 05/26/2021 By Mlam aim d roduct Control 11, 11111/,,� �•`�'`pr14 * : No. 58705 '•FLORDA,\�. '4 Si I . A. LYNN MILLER, P.E. FL P.E.# 58705 • • •.• • • • ••• •• .• . • .• . •• .• . • • • . •. •• • • • • • • • . • •••• •• • •• • • •• •• . •• •. •. • • .•• • •• •. • . ••• • • . . • . • .•• .• . • • • • • - - • • • • • M11Ilollappci4Tatne (Ibs&V) • t x 2.76 % .375 Alum. Tube MuUia1 Open 6Idlt.s r for5rany erring railings) or Ope11s1g Hejht lir hod2oryary-spemrgmulioro) 50 in 80h 70h 80 In • • 90 in • • • • 100 it 120 in 140 in 160 In• Rectangular Leafing Tap/Td Loading Rectangular Lmdng TraprTeg. aeng. Lasting Rectangular Lmdng TlaproReg. Loading Rectangular Loading Trap/7(1ang. Loadc9 Rectangular Loa69 Trap/01an9. Loafing tar Loadn9 Trap/Thong. Trap/Thong.ard Loading RHlanpdar Loading Taparlang. Loedn9 Rectangular7rap/17620 Loadn9 Loarkw Rneurpde 16a9n9 Tap/Tnan9. Loading i S u E-g 38 is_ a€ r3" 2y$ d •v - iE f@ --. �. u `� . , Ea 5 o -t2 12 F LE 4i` a a¢ e a ' EW 3a a .. 11 0 1p-' d 1 f E 8_ E£ F3. "g lia gyg dz 3i g Eq iz o • cPSa <L4gi t• if 4._ ! is .01DI L. .8 • Ki 92` 13s u , j • i Y., %iie fa>.1 i a8.-3 W airIg .iT• � a dig 3!6,11,... 2g da..g. is u g i.-. 2 '. i. E 1a ' .- 1a cis 2" 1a a a o` `Ei 1a li 2 . is 4 1g i a _ it u °$ a¢" f i u Eg E1 �g 11 2. red « g Eg fr s ... 3g 2$ <1 ig J sp f1 tfig.- r7 " 2e . t g §E 11 aS ci are li C66 J 42 in 170.0 620 170.0 436 170.0 744 170,0 478 1760 868 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 •• 521 170.0 1240 170.0 521 148.7 1331 170.0 521 1276 1301 170.0 521 111.5 1301 170.0 521 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 151.8 1139 1706 677 138.6 1139 1700 880 113.9 1139 170.0 680 97.6 1119 170.0 680 66.4 1139 170.0 660 50.62551 170.0 747 170.0 563 170.0 896 170.0 631 167.9 1032 170.0 654 148.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97A 1032 170.0 756 83.9 /032 170.0 758 73.4 1032 170.0 756 54 In 170.0 797 170.0 612 1613 907 170.0 691 1382 907 164.1 730 1209 907 162.5 720 1075 907 145.0 714 86.8 907 141.1 710 80.6 907 1460 709 89.1 907 140.0 709 60.5 907 140.0 709 60 e1 141.1 735 151.5 625 117.6 735 130.3 611 100.8 735 116.0 599 862 736 106.2 590 78.4 736 09.5 503 70.5 735 95.1 578 588 735 91.8 574 50.4 736 91.8 574 44.1 735 91,0 674 63 h 121.9 666 130,0 570 1016 666 111.5 557 67.0 666 98.9 547 762 669 90.1 538 67.7 606 63.9 531 60.9 666 79.8 526 508 666 75.6 521 43.5 656 75.8 521 36.1 666 75.8 621 In 1060 607 1124 522 68.3 607 96.1 511 75.7 607 85.0 501 662 607 77.1 493 569 607 71.5 486 53.0 667 67.6 481 44.2 607 63A 476 37.9 607 62.7 474 33.1 607 62.7 474 721n 81.6 510 65.8 443 68.0 510 73.0 434 SB.J 10 64.3 426 51.0 510 57.9 419 - 464 510 53.3 413 40.8 510 50.0 406 34.0 510 • 45.9 402 29.2 510 M.4 399 23.5 510 44] 399 76In 66.4 45a 72.5 400 67.8 458 81.7 392 49.6 458 54.1 385 43.4 459 48.6 378 38.8 466 44.6 373 34.7 43a 41.6 368 299 456 37.7 362 24.8 468 36.0 369 21.7 468 36.7 358 76 in 642 435 67.0 341 53.5 435 56.8 373 45.9 435 49.9 366 40.1 435 44.7 360 36.7 435 409 355 32.1 435 38.1 351 26.8 435 34.4 344 222.9 435 32.6 341 20.1 435 J22 340 90 is 416 327 43.1 290 34.6 39 38.4 285 29.9 327 31.8 280 26.1 27 28.3 275 23.2 327 25.7 271 20.9 327 2.7 266 17.4 327 213 282 14.9 327 /9.3 258 96 in 34.4 247 35.4 267 28.7 287 29.9 252 24.6 287 26.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 144 267 16.9 232 1061n 24.2 227 24.7 205 202 227 20.8 201 17,3 227 18.0 198 161 16.0 195 1111n 22.3 215 22.7 194 18.6 215 19.1 191 15.9 215 16.8 12 120 (n 17.6 184 17.9 167 -. __- -- Anchor Capacity Table (lbs) Anchor Clip Patterns Substrate 276 Concrete 35k Conc. Hollow CMU Fled CIAO PT Wood Metal Arcicr Type: 3/16'Ebo 1111aeon 1/4^Elea /9699n 5116" Eko Ulbacon 116'Ebo Uaacon 1/4'Elca Utracm 1/4' SS E(co AgpeGalor 5/16' Elco Ukracon 1/4' SS E/co ALpiaGator *10 Steel Screw (G5) 812 Steel Screw(G5) w2 Steel Screw(C5) Ed@e @stance (In): 1^ 2-1/7 7 2-1/2 33/8' 1' 2.1/9 1^ 2-1R' 2' 3-18• 2^ 0.45' 0.54^ 0.324' Embedment Ont. 13/4" 13/4" 1-3/4' 14/4• 2" 1.54^ 1-1/4" 1.1/4^ 1-1/4^ 1-1/4" 1-1/4" Y 1-i9^ 1-3R" was 2 Anchors 9D 4.75' Min. 0.G / Standard or Offset dip (Fig. It 3601bs 390 dim 45012 890 Is 1644 Os 2/0 Ns 280 Ws 354 8s 74015a 374 bs 664 Ws 946 ba 341 Ibis 442IIa 560 bs 4 Anchors @ 1.15' Min. O.C. / Standen/ (or Oases) Clb (F96. 27 440 los 700 Ba WA WA WA WA 38012 WA N/A WA N/A WA 682 bs 8651bs 1120 bs 4 Anchors 0 3' Min O.C. / (2) 2a5 An0e C900 / Fs. 37 7601bs 7801Ds 6801bs 158015s 1808 ax 5401bs 56010s WA 760 be /48 be 080 Ws 1892 bs 6021ba 6851bs 1120 Ws 2 Anchors 43 0.45" 2n. O.G. / U-0ip, into .12" Alum. (Fig. 4p WA WA WA WA WA WA WA WA WA WA N/A WA WA N/A 7151bs 1 Anchor/F420 (F9. 2 195Ibs 1951bs 22512 445 be 822Ibe 135 Its 14015s 177 bs 370Os 1671bs 3321bs 473 bs 170 bs 221 bs 2801ts 2 Anchors @ 1.15' MIn. O.C./ F47ip (Fig. 5/ 240 bs 350 bs WA WA WA WA 190 Ws N/A WA WA N/A WA 341 be 44212 56012 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: 0 FIGURE 3: 0 FIGURE 4: • • FIGURE 2: 0 • • 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 BETNEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. -• 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: 0311. )X /ANCHOR CAP.,,,,,,,,,1) _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 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: 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 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). STRUCTURAL STEEL TO BE AT I FAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. S10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. -1 1.000" I•-- 2.750" 1" X 275" X .375' MULLION 9 ggAPI E a to Z 0 J 2 w m 5- 2 7 Z -J r Z 00 N ce U a • an 04 9 rc U Ce -3 8 1h t0 C Z 0/ N 02 c, o" Ls- W DO m Z PRODUCT REV SED as complying with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 ol ,,y (CEN,gNM�I� * ; No.58705 •: * - /i,Fs .tc ••. FCORIOP. • 0856 3 A. LYNN MILLER, P.E. FL P.E.# 58705 • • ••• • • • ••• •• •• • • •• • •• •. • • • . • • •• • • • • . •• • • • • •.• . • •• • • •. •• • •• •• • • • ••• • •• • • • •.• • • • .•• • • • • • Maior 79I 1aIIs (Ibs•1) • 1 x2.7bX .660 Alum. Tube Mullion Opere1$1Aidti.(for: ce0y-13areirg 119.111c4m) orOper�lp Hoots [or horimrially-spanning m5Rlons) 501n 60 in 70 in 80 In to• 901,, • • • • 100 in120 in 140 b 160 in Rectanplsr Long Tmp(74ang. Lowing Rectangular Loading Trroftriarg. Loadn9 Rectangular Loe&q Trap)Tia1g. Losing Rectangular LonSng 7wp/Trlanp Lowing Rectangular Lowing Trapang. Lowing Ractenpisr Lnadno Tnp/.ianµ Lowdno Rob-Imp/Dar boding Trep/7lieno. loading Recta (Mar boadng Tra0JThng. Lowing RectangularTog/Mang. Loading losing . Q U ^ e' 2'113 L iB U sg a`rc L g §'a s i_ E II. .0 o $ o It L So U v e z` L 4 U ;�. m Bar. ;I 3y a L c [) 21 2 dB u ,a c8 It 9 u cr 20 2• ik ;1 g 4s•Xz ,�Q'• y1g�' E^ ! :. -I & : u 2rir. 2 C'... y. •• f $e•.Zt.:1aa E.A.S.'a •6'h •U b ; a{.a , ! fc,8 Jr, F o Il Z Sl U$ y arc Munon C.p.ci y (lherrt2) T. S2 U t$gg d`rc E IA f^ F�. U$ i 1arc E : U 3a E- ;1. ` a �. 1 a : It Anchor C.pedly Required (Ns) L• I U %, bg @�. U c bi y do' 3 1 sI L @i u„ aS g ding a a V f o. & . o b- f e to J 5 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1116 1700 521 170.0 1240 170.0 521 170.0 1463 170.0 521 158.7 1820 170.0 521 138.8 1620 170.0 521 46 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 651 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121.E 1417 170.0 6E0 106.3 1417 170.0 680 50.825 in 170.0 747 170.0 583 170.0 896 170.0 631 170.0 1048 170.0 584 170.0 1195 170.0 723 1626 1286 170.0 747 146.3 1268 170.0 756 121.0 1286 170.0 756 104.5 1286 170.0 756 01.4 7286 170.0 756 54 in 170.0 797 170.0 812 170.0 B56 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 570.0 856 100.5 1130 170.0 861 86.1 1130 170.0 861 75.3 1130 170.0 061 80 In 170.0 885 170.0 701 148.5 915 162.3 761 125.5 915 144.5 748 109.0 915 132.3 735 97.6 015 123,9 72B 87.9 915 118.5 720 732 915 114.4 715 82.8 015 114.4 715 54.9 915 1144 715 5310 151.8 133 161.9 710 1215 830 138.9 694 108.5 830 1232 681 94.9 830 112.2 670 84.4 530 104.6 662 75.9 830 96.4 656 83.3 830 94.5 849 542 830 94.1 640 47.4 630 04.1 849 86 in 132.1 757 140.0 850 110.0 757 1148 836 94.3 757 105.9 524 825 757 96.1 614 73.4 757 89.1 BOB 66.0 767 842 800 55.0 757 79.0 893 472 757 782 591 41.1 757 782 591 72 In 101.7 638 106.8 552 84.8 838 91.0 540 727 636 80.1 530 Sze 6336 722 521 58.5 636 68.5 514 50.9 636 803 508 424 638 57.2 500 36.3 636 55.3 407 31.8 836 552 407 78 in 85.5 571 90.4 428 72.1 571 76.8 488 6 . 571 67.4 479 54.1 571 80.6 471 410 571 553 464 432 571 51.8 450 38.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44.5 448 7851 83.0 542 83.4 474 567 542 70.8 465 57.1 542 62.1 456 50.0 542 65.7 449 44.4 542 51.0 442 40.0 542 47.5 437 333 542 42.9 429 28.6 542 40.6 425 25.0 542 40.1 423 90 in 521 407 53.7 381 43.4 407 45.4 355 37.2 407 30.6 349 32.5 407 35.3 343 28.9 407 32.1 338 26.0 IW 29.8 334 21.7 . 407 26.1 327 18.6 407 24.1 322 16.3 407 23.0 319 06 In 42.9 358 44.1 120 35.3 355 37.2 314 30.7 356 32.4 309 26.8 358 28.8 304 23.8 358 26.1 300 21.5 358 24.0 206 17.0 358 21.0 250 15.3 358 19.2 284 108 M 30.1 233 30.8 255 25.1 263 25.9 251 215 283 22.5 247 18.8 283 10.9 244 16.7 283 18.0 240 15.1 283 16.5 237 111 in 27.8 267 28.3 242 231 267 23.8 238 10.8 267 20.6 235 17.3 287 18.3 231 15.4 267 16.5 228 120 in 22.0 229 22.3 209 18.3 229 18.8 286 15.7 229 162 202 ,✓-- Anchor Capacity Table (Ibs) Anchor C6p Patterns Substrate: 2.7s Concrete 3.5e Owes. Hobo CMU Fared GNU PT Wood Metal Anchor Type: 3/17 Eko Ul rac0n 1/4" Eko U@ac0n 516" Eko venom NITEko Macon 1M' Boo Mecca 1/4' SS Elco x9creGaur 5/16' Elea U9racon 1/4. 5S Elno Ap5e0akr 410 Steel 50iew (G5) 812 Steel Screw )05) 912 Stew' Sono/ (G5) Edge 068400e (Int 1• 2-12' 1' 2-112 5-1/6' T' 2-18' 1" 2-12" r 3-1/8' 2' 0.48' 0.54" 0.324' Embednenl (85 1-34' 13/4' 1-3/4" 1-3/4' 2' 1-1/4' 1-1/4" 1 1M' I-1/4' MAP 1-1/4' 2' 13/6' 1-3/7 9wbs 2 Anchors ®475" Min. O.C. / Standard a Onset 0Ip (Fig. 17 390Ib5 390 bs 450 Cis 890 In 1644 Ibs 270 be 280 (bs 3541m 740 be 3741Gs 864 Ibs 940 be 341 bs 442Ibs 560Ibo 4 Anchors 6 1.1 A Min O.C. / Standard (or08s60 Chip (R8• 27 480Ibs 700 bs WA WA WA WA 38010s WA WA WA N/A WA 682 bs 1 11271bs 4 Anchors 3" Ain O.C. / 0) 215 Arse Clips / (Fry. 33 780los 780 bs 880 bs 1560Ibs 18061bs 5401bs 56016s N/A 780 bs 748165 880 Its 1832 fin862 Ls &i31 11201b 2 Archon © 0.45' Min. O.C. / U'OIp, into .125" Alum. (Fig. 47 WA WA WA WA WA WA WA WA WA WA WA WA N/A W 7151154 1 Anchor / FORD (Fry. 531 195 6n 195 in 225 b4 44510s 8221bs 135155 140 bs 177 bs 370 b5 157 (5s 332 Ws 473 be 170 bw 221 Its 280 bs 2 Anchors 49 1.15' Min 0.CJ F47m (Fat. 67. 240 6A 350 b5 WA N/A WA WA ISO be WA WA WA WA WA 341 be 44210s 560 bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24 FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2 • • • • • • ANGLE CLIP MUST 8E USED IN PAIRS. FIGURE 5: FIGURE 6: • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) 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 MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELDA 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 SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO 8E GRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNTr (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). 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. 2.750" 1' X 2.75" X .650' MULLION 1n Z 0 W 03 F- 76 7 Z_ 2 -J co H 1n W U Q 0, to 04 6c° U 72 0 0 m 1 0 52 i 8 0 Q 2 m CO 8a 0) PO 3 Z 0 m££Q Qw co PRODUCT REV SED es complying with the Florida Building Coda NOA-No. 17-0630.11 Expiration Date 05/26/2021 By Mia a Product Contr6- r ;pa T4/ice/ATE 7- 15- A. L{'f•IWimiLLER, P.E. FL P.E.# 58705 No. 58705 • • ••• • . • ••• •• •• • • • •• •• • •• • • • . •• •• • • • • • • •• • • • • • • • • • . • • • • • • .•• • • • • • • • • • • • • • • • • • •• • . • • -..„ V' ` • • • MulYon �ap8 aabb QbstrO • • • 1" x 3.125" s b00• Alum Tuba !Ault Opanir y dM:u�rticallys{��'� rrlallor•) or Opening Halms! (f418 horiam(66y-spanrirg mtdiau) 50 in 60 In 70 In 80 b • 90 in • • • • 100 In 1201n 140 in 1601n Rectangular Lualkg Trap/Triag lasing Reetarguar Lowing TrvpfTlian9. Lowing Rectangular Loafing TrgpTliad. Lasing Rectangular Loafing Trap/Trie g. Laadno Reetenp4ar lmdkg Trep7Tlien➢. Loactng Rectangular Loving Trap/Tang. Loading Rectm9ula Loading T0p/Ttlag Leading Rectangular Looting Tap/Triarrg lasing Rectangular Leading Trap/Mang. Imang i 0 €� 21 d o g 0 spa d¢ D . 0 eg i8 . ' @ B 0 a� d�a� 0 •0 g s k' a r� G`� 2> 0 a� �B �a ,. Be; 0 6La 62`a B 0 � a'� 2` " B B<. o are dot L 3 r8 og f� $ Ste. o a ,b ¢z • a i o 8: $�. A ! g•6 • •i, >� • $. S. � /12 L B•g . • h4g'.•s$ 0=•46 • • • t od _� `.&tl o e$ F u 8 Se:. u< 6e dXc 2 I ,., o� ace D y 8 2^ o bi cc g u _Isp lc. '2 8 '. 4 2 11 as F o �g 7= f, 8 �''' 0 �1 d`rc L B 0 s`£ 11 2 B 0< p� d`s D u €g fg. Bo u< �� d`z A $ Ra f r �e` 1a dX a" r g eS 5r 1�. ? a rd !�`I>< Mull Length 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 506 170.0 992 170.0 519 170.0 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 48 n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 880 135.1 1577 170.0 680 118.2 1577 170.0 680 50.1125b 170.0 747 170.0 563 /70.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 7A 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 756 121.5 1405 170.0 756 106.3 1495 170.0 756 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 186.1 1401 170.0 837 149.5 1401 170.0 656 1244 1401 170.0 861 108.8 1401 170.0 861 93.4 1401 170.0 661 6016 170.0 885 170.0 701 170.0 1063 170.0 797 158.5 1156 170.0 878 138.7 1156 187.0 028 123.3 1158 156.5 917 111.0 1156 149.7 910 92.5 1156 144.5 903 79.3 1156 144.5 903 69.4 1156 144.5 0J3 633 in 170.0 930 170.0 745 169.13 1049 170.0 850 137.0 1049 155.5 880 119.8 1049 141.7 846 106.5 1049 5320 836 95.9 1049 125.5 628 79.9 1049 119.3 620 68.5 1048 118.9 619 59.9 1045 1189 019 66 in 188.5 955 170.0 709 138.0 955 151.3 604 119.1 955 133.7 768 104.2 955 121.4 775 926 955 1126 765 83.4 955 106.4 757 60.5 955 99.8 749 60.8 056 98.7 746 52.1 955 98.7 748 72 it 1285 803 134.9 697 107.0 803 114.9 852 91.8 803 101.1 670 80.3 803 912 659 71.4 803 03.9 849 64.2 803 78.6 642 53.5 803 72.2 632 45.9 803 69.8 628 401 803 69.7 627 76 In 109.2 721 114,1 62 91.0 721 97.0 616 78.0 721 55.1 805 68.3 721 76.5 505 60.7 721 70.1 586 54.6 721 65.4 579 45.5 721 59.4 569 39.0 721 58.6 584 34.1 721 56.1 563 78 in 101.0 684 105.4 589 84.2 654 88.4 567 722 684 78.4 576 63.1 884 70.4 567 56.1 684 64.4 558 50.5 684 50.9 551 421 664 54.1 541 36.1 684 51.3 536 31.6 684 50.8 534 93 In 65.6 514 67 0 456 54.8 514 57.3 448 47.0 514 500 440 41.1 514 44.6 433 38.5 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 408 20.6 514 29.0 403 96 t1 542 452 557 404 452 452 47.0 395 38.7 452 40.9 390 33.9 452 36.4 384 30.1 452 329 378 27.1 452 30.3 373 226 452 25.6 365 19.4 452 24.2 359 18.9 452 22.8 355 108 in 38.1 357 38.9 322 31.7 357 327 317 27.2 357 284 312 23.8 357 252 308 21.1 357 227 303 19.0 357 20.8 299 15.9 357 18.0 293 13.6 357 162 267 11.9 357 15.0 283 1111n 35.1 338 35.0 306 29.2 338 30.1 301 25.0 338 26.1 296 219 336 23.1 292 19.5 338 20.8 280 17.5 336 19.0 254 14.6 338 16.5 278 12.5 338 14.8 Z73 11.0 330 13.8 260 120 in 27 7 289 282 263 23.1 289 23.7 259 19.0 289 205 258 17.3 269 18.1 252 15.4 289 18.3 240 13.9 289 14.9 246 119 289 12 8 240 9.9 239 11.4 236 8.7 209 10.4 232 ,....,,._ .,., Anchor Capacity Table (1bs) AnOhorC9p Petkms Substrate 27i Concrete 35k Conc. NOON 04U Fae0CMU PT Wool Metal Mclux Type 2161 El. Uarcon Pe Et 0 Ultacon 516' Elm. thrown 216' Eico liftmen V0 Elcollaacon 00 SS Elm A0200. x 5/6' Dr.0 U1tracco i/0 SS Ek0 Aggrecaa CO Sled stew(CS) 812 Steel Sum(G5) 102 Steel Screw(05) EO9e 0stace ply 0 2-112 1' 2-1/7 3-1/0 r 2-97 1" 2.02 7 sub' 7 0.48- 0.54" 0324" Elopement FInt 1-3/4" 1-04 1.3C 154- 7 1-24" 1-1/ 4" 1-1/0 1-1/V 1-1/4" 14/0 2 ta5' 1310 soles 2 Manors 42 472. Min OD_ / Stam09 ar01 1 C0p (R9. 1) '.DO It. 393 Its 4501Lu M0 9a 164410s 2701b5 2E0 10s 354 In 7401I8 374 Am 6641ts 9461ts 311 I05 442 las 560 Ito 4 Amnon JO 1.15. Min. OD_ / standard (cot °me1) C6p (Fg 2) 460Ibs 7E0 bs N/A WA N/A NIA 960 Ira N/A WA N/A WA WA 662108 885 is 1120 to 4 Manors 631 MM. O.C./ (2235Angt Cam / gig. 3) 7E0 bs 760 Es 60105 156les 186615s 540bs 561101 NA 76011s 748®s 660Its 189215s 032 bs 885 bs 1121 Ite 3 Ant Mrs 4 0.45" urn. 0.0 / U77p, t90.12S Alm rig 4) N/A WA NA FLA N/A NA WA WA WA WA NIA WA NIA WA 1073 Ka 1 Arc nor/ F4:IIp rig 51 19510s 195l s 225 Ibs 445121 822 Its 1351bs 143 Es 177 lbs 37010s 16710s 332 Its 473 l s 170 Pas 221 bs 280 Ira 2 AM9o5 a 1.15' min. 0.C.F-Cup 7-196) 240 bs 35086 NA WA ' N/A WA 1039n' NIA WA NA WA WA 341101 4421ts 560 Its NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCI IOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X (�CH°14 CAP"'°'""r) = 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 QUAUFY 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) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.127 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 SMALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1-Loll"-I 1"X 3.125" X .5" MULLION (1' VF MULLION) COPYRIGHT O 2017 CGI WINDOWS & DOORS ALL RIGHTS RESERVED U U W 0. 50 X N_ X ell U O 0 COCO P 1, y 01 CN MO r- 0) 10 g0 6 z An 05� O PRODUCT REV SED as comply rg with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 By Mia Product Control \11j 1111111////) `,. OW LYNry4 S,/ `� �'t'•'' LLCENs '• �.(� �i * ; No. 58705 * = O� S7ATE2T041,-::5:1- '•. /('`SS/O ORLD e,.2. /,' Np1i.1L11\ A. LYNN MILLER, P.E. FL P.E.# 58705 • ••• • • • ••• • •• • • •• • •• •• • • • •• •• •• •• • • • •• • • •••• •• • •• • •• •• • •• •• • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • NI•IGon CaRacfy Tab1 (Ib5M�) • • 1 x 4 x.125 Alum. Tube Mullion Lung "rev (for Yerbea parPi %unions) .et/panne Hight (for horizorltelyn -spanng millions) 50in 60n 70 in 801n 901n - 100n 120 in 140 in 160n Rectanguar Lowing Trap/Thum. Lowing Rectangular Laming Trep/lnerp. Leering Rectangular Lowing 'Rap/Mang. Lowing Rectangular Loading Tnprinana Lacing Rectangular Lowing TapfTr4n . Coating Rectangular Loafing Trapntang. Loading RectmO.Aar Loadrg L8tAa9g. Lowing Rectmgder Losing Tn6Rrlartl. Lowing Reo0pakr Lowing Trap/Tdang. Loadng y. 3 g u' gg fi ._ y 3 8 c3 _F i arc a E S 0 a mg. e .- 4S �. si a¢ <• g 3 p g s gill r :e � bes ® a s i> frg 11 ._ b' i � ^ bo II arc F u _E � y. V �. gl- d bE it az �G 8 IS oP 3B •.f i• • c .-. $ cf ` t. t 0: a� � • at !�. C _ � 1- kre f a• cS • € 5, _ a '!i! �� L7• . ' ' F• : :HI'. � 8g9 gg.fl de 1 Z a 16 L' • 5$ =_. 44 .., S el.,,,, at i ¢ .�' 8 8 o$ T� saz L is r.0 g 6 6. a � gg B is _ g � S 11 ¢ ci Sg 3: i-z. L 'ES .-. gt cS 6 1i ac m � y i, .. B � ` a a �i gp 3� '. gI G 8.. 11 acr a ri g _ 2 E LA r5 b$ rc 11111i'/ A• fl IS .g �u ... d ` ii bx �c $ r3 >s E F gvi t3 bz 11 arc 42 n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 568 170.0 506 170.0 992 170.0 518 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1458 170.0 621 145.8 1485 170.0 521 127.8 1459 170.0 521 I6391 48 In 170.0 705 170.0 624 170.0 050 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 1700 650 130.3 1503 170.0 860 111.7 1303 170.0 680 97.7 1303 170.0 630 50.255 170.0 747 170.0 563 170.0 896 1700 631 170.0 1046 170.0 664 170.0 1195 170.0 723 158.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 756 87.8 1235 170.0 756 54 9 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1158 1700 803 1372 1158 170.0 637 123.5 1158 170.0 856 1029 1155 170.0 561 882 1158 1710 861 772 1158 170.0 881 6091 170.0 085 170.0 701 166.7 1042 170.0 797 /42.9 1042 161.1 832 125.1 1042 146,7 1315 1112 1042 138.8 801 100.0 1042 130.2 791 83.4 1042 125.1 752 71.5 1042 125.1 782 82.5 1042 125.1 762 J170.0 930 170.0 745 151.2 962 163.6 818 129.E 992 144.4 799 113.4 902 131.0 752 1011.8 9R2 121.4 765 90.7 992 114.8 758 75.0 992 108.4 745 64.8 992 106.0 744 56.7 892 106.0 744 .c u72 J 3 M e6 In 165.4 947 1700 759 137.8 947 148.0 786 118.1 947 130.3 766 103.4 947 * 91.9 947 108.7 738 62.7 947 1022 727 68.3 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 n 1359 349 142.7 737 1132 549 121.6 722 97.0 846 106.9 708 84.9 549 88.4 696 755 049 68.7 606 67.9 849 52.7 675 56.6 549 75.3 656 485 849 -72.5 652 425 549 72.4 651 75 in 115.5 762 1207 B65 96.3 762 1026 652 52.5 762 90.0 640 722 762 50.9 629 64.2 752 742 620 57.8 782 692 613 401 712 62.8 602 41.3 762 59.9 597 36.1 762 69.4 695 78 in 106.9 724 111.4 834 89.0 724 94.5 621 76.3 724 82.9 609 66.8 724 74.4 599 59.4 724 69.1 591 63.4 724 63.4 583 44.5 724 57.3 573 381 724 54.3 567 33.4 724 53.5 555 9091 69.6 543 71.6 483 58.0 543 60.7 474 49.7 643 52.9 466 43.5 543 47.1 458 38.6 543 42.8 452 346 543 39.5 446 29.0 543 349 436 249 543 32.1 430 21.7 543 30.7 426 9651 57.3 478 58.9 427 47.8 476 49.7 419 40.9 478 432 412 35.8 476 38.5 406 31.8 47$ M.8 400 20.7 478 32.0 395 23.9 478 28.1 366 20.5 478 25.6 360 17.9 470 242 376 1081n 40.3 377 41.1 341 33.5 377 34.5 335 28.8 377 30.0 330 25.2 377 269 325 22.4 377 24.0 321 201 377 220 317 16.5 377 19.0 310 14.4 377 17.1 204 111 In 37.1 357 37.6 323 30.9 Al 31.5 318 26.5 357 27.6 313 232 357 24.4 309 20.6 357 220 305 18.5 357 20.1 301 15.4 357 17.4 294 120 n 29.3 306 29.8 99 24.5 308 25.1 274 21.0 303 21.7 27D 18.3 306 192 267 16.3 306 17.3 253 144 9 17.0 212 172 196 W� VV Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrata: 2.7k Concrete 3.5k Cane. Mk. CMU FI40 CMU PT Wend Metal Anat. Type: PIS Elsa U'bacun 1/4. Moo 190ecm 5/111" Elso ult.. 3/16' Etc Uttracon Pe Moo UBncon 1/4- SS Elsa AggstG la 5/17 Elea Masson UM SS Eta AgaaGata rig Steil Screw (05) e12 Steel Screw (G5) AI Steil Screw (G5) Edge 01s1arnce grit 1 2-17 1- 2.12' 3-1/6' 1' 2-172' 1• 2-1? 2' 3-1/8" r 0.48' 0.54' 0.324' FmbMmml Mk 1-3/4' 1-2.14' 1-3/4' 1 91r 7 ' 14/4' 1-1/4' 1-1/4' 1-1H' 1-1/4' 1-1/4' 7 1-3/6 1-3/8" mica 2 Anchors 52 4.75- Mn. O.C. / Standard or abet Cep (Mg. 162): 390 ba 390 Ass 450 ls . 890 ha 16441bs 270 Oa 2501bs 354 0n 740 Ito 374 Iha 6641bs 9461bs 341 Ms 442 0n 553Ibe 4 AAcnsrs 52 2.25 Mn. 0.C. / standard -tor O 6 l) up Rig. at 700In 700 Ms 580 On 3911.1106 9521be WA 56010s N/A 530 b. WA 88010s WA 682 (bs 885 60 1120 Oa 8 An.bara ®1.15. Mln. O.C. / Sbrdad (a Olba7 Clp F10. 47 960 Ds 14001ba WA WA WA N/A 76015s WA WA WA WA WA 1383 Ds 1770 Ibe 2240 Ps 4 Manors fp 3' Min 0.C. / (2) 245 Angle Ceps / (Fig. 5) 780 5s 78U Ps 880 Ibs 158011n 189015s 540 ha 56015s WA 760 Ms 740 10s 880 Ms 1892 Ms 682 lb. 885 les 112010a 6 Anchors 5 3' Mn. 0 C / (2) 245 Angle C9Ds / (Fig. 67 11701bs 1170 tow 1020 ba 23401bs 2844 b5 510 bs 8401bs WA 1140 Bn 1122 lbs 1320 bs 2538104 1022 Ib. 1327 Ibs 16801oe 4 Malmo 6 0.45' Mh O.C. I UCI8. nto .125' Alum. (Fig. 7) WA WA WA WA WA WA WA WA WA N/A WA WA WA WA 1430 00 2 Anchors 62.27 kin. O.C./ F.Oip (Fg. e) 35010e 350 Ea 290 has 706 Rs 476 Rs NIA 2801be WA 315 8a N/A 4401bs WA 341 bs 442 0s 580 be 4 Ancboa Q 1.15" Min. C.CJ FCrip (Fig. 0): 4801ba 700 be WA NIA WA N/A 3801b4 WA N/A N/A WA WA 882 bs 885 6s 1120 08 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUE FIGURE 1: • • FIGURE 2 • FIGURE 5: • • • FIGURE 3: • • • • FIGURE 6: • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. FIGURE 4: • • • • • • • • • FIGURE8. FIGURE9 • • FIGURE 7: g • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: x ( ANCHOR CAP..._..4) _ 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. R 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) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 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). STRUCTURAL STEEL TO BE AT I FAST .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. -'j 1.000' r- 1 X4'X.125' MULLION .125' COPYRIGHT ©2017 COI WINDOWS & DOORS AL 00 m I0 6 e 5 z zz Q) IV 52 i0 a 0 icc rO I- 0) ID QO co co 0 0 ce PRODUCT REV SED •5 comply rig with the Florida Building Coda NOA-No. 17-0630.11 Expiration Dat• 05/26/2021 oduct Control • • ••• • • • ••• • • • • • • • • • • • • • • • •• • •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • Mullion Capacity Table (Ibs/Q5• • 1343.376 Alum. Tube &.T. Mullion Oto- blennM. • (tor verl rc,�ponv171Eliors) ols•Openillg Haight (Tor horizortalysparn g mullions) 501n 60 in 70 In801n • •90 41. • 100 in 120 6r 140 F 160 in Recur Lea9n9 Ttep/rdeng. Leming Rectangular Im9ng Tr.p/Triang. Leasing Rectanollar Leading Rep/Than. Lowing Rectangular Loadn9 TrapRdar•. Loading Rectangular LoaA1p TmpTneng. Leming Reetagula Lowing 7Iap/Triang. Leering RestengWa Lowing TrepR0.ng. Los41n9 Rectagula loading Trap/Inert. Loading Rectangular Losing Trap/Siang. Leering r ` 3 6E r B � a>° lea Mak. ap.cily (lb/ft2) r I^ yayk Z� *_*6$ 3l r 8- a,A `� Q¢ 2 1 s € is r ' §a 6e aec r n a g^ 3B 2. SS 9i $$' drc g S • 4 S f !• u& 4_ g !, •g.,44• •�••6Y•8 fB g •�I 0' •5 E� 4p• a� •.rye$' i¢ r• • •• • S� IAli •• S8 $ r• 4 • 5•�` il•irc . r 1 11 r I^ d it a i 11 �_ 6 2_ r �h L i i € 2 a,. P a` r @ E 11 $ at 11 e•, B tag i it s 8 :1 a_ gar it a 5S� ire r g� de it arc Mull Length 1 42 in 170.0 620 170.0 435 170.0 744 170.0 475 170.0 8E8 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1455 170.0 521 170.0 1735 170.0 121 179.0 1933 170.0 521 48 in 170,0 708 1701 524 170.0 650 170.0 534 170.0 992 170.0 630 170.0 1133 170.0 561 170.0 1275 170.0 677 170.0 1417 170.0 600 170.0 1700 170.0 680 170.0 7983 170.0 680 151.8 2024 170.0 680 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 10413 1720 654 170.0 1195 170.0 723 170.0 1345 170.0 747 170,0 1494 170.0 756 170.0 1793 170.0 756 156.0 1919 170.0 756 1363 1919 170.0 756 54 in 170.0 797 170.0 612 170.0 056 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 1750 637 170.0 1594 170.0 656 159.9 1799 170.0 561 137.1 1799 170.0 861 1209 1799 170.0 861 60 in 170.0 585 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1604 170.0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1819 170.0 1063 972 1819 170.0 1063 63 in 170.3 930 170.0 745 170.0 1116 170.0 860 170.0 1302 170.0 940 170.0 1468 170.0 1015 156.7 1542 170.0 1076 141.0 1342 170.0 1122 117,5 1542 168.5 1156 100.7 1542 167.9 1157 58.1 1542 167.9 1157 6661 170.0 174 170.0 789 170.0 1169 170.0 603 170.0 1364 170.0 1002 160.6 1472 170.0 7066 142.8 1472 168.8 1148 128.5 1472 158-8 1130 107.1 1472 147.8 1108 91.8 1472 146.0 1104 60.3 1472 140.0 1104 721n 170.0 1063 170.0 575 170.0 1275 -1709 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.5 1066 105.6 1320 128.6 1049 68.0 1320 117.0 1024 75.4 1120 1126 1013 06.0 1320 1125 1012 7615 170.0 1122 170.0 937 149.6 1184 159.4 1073 1252 1164 139.9 994 1122 1104 125.7 978 99.7 1184 115.3 964 59.6 1184 107.5 952 74.6 1184 97.6 935 64.1 1184 93-1 927 56-1 1184 92.3 925 781n 166.1 1124 170.0 967 138.4 1124 147.0 955 118.6 1124 125.6 947 103.E 1124 115.6 931 923 1124 105.5 918 83.0 1124 98.5 906 692 1124 69.0 890 59.3 1124 84.3 881 51.9 1124 832 878 90 In 108.1 644 111.5 750 90.1 844 94.3 736 77.2 844 821 724 673 644 73,3 712 60.1 844 68.5 7112 54.0 844 61.4 693 45.0 844 542 678 35.6 844 5C.0 686 33.8 844 47.7 662 96 in 80.1 742 91.5 663 742 742 77.2 652 63.6 742 672 641 55.7 742 59.8 631 48.5 742 54.1 624 44.5 742 49.8 614 37.1 742 43.8 600 31.8 742 36.8 590 27.8 742 37.6 584 1061n 62.6 556 639 530 52.1 686 53.3 521 44.7 588 46.6 517 39.1 586 41A 505 34.8 586 37.3 495 31.3 506 34.2 492 26.1 588 29.6 451 22.3 586 26.6 472 19.5 586 24.7 408 111 in 57.6 555 68.8 503 48.0 555 49.5 495 412 555 42.9 487 36.0 555 38.0 480 32.0 555 342 473 2631 555 31.3 467 24.0 555 27.1 457 20.6 555 24.3 448 16.0 555 224 442 120 in 46.6 475 46.4 433 38.0 475 39.0 426 32.6 475 33.7 420 28.5 475 29.8 414 25.3 475 26.8 409 22.8 475 24.5 404 19.0 475 21.1 195 16.3 475 18.7 387 14.3 475 172 381 1441n 26.4 330 26.7 305 22.0 330 22.4 301 10.8 320 19.3 297 16.5 330 17.0 283 ..--. _ AnCho Capacity Table (1b6) Anchor C8p Pattemc Substrata: 27k Cmcrete 3.5k Cane. Helow Chou Filled CMU PT Wbed Meal Ancho. Type: 3/18' Elea Ultacm 1/4' Eta Ullman 5/16' Soo Shawn 3/lfi' Eke Utracon tM Eke Denman 1/ 4' SS Eta A9pm(7atar 5/16- Elea Uleaoon 1/4' SS Ebb A90reGator a10 Steel Screw (GS) 812 Steel Scaw (05) 1/12 Steel 6craa (Cs) Etta Detenae Mk 1' 2-1/2" 1' 2.117 31/6' 1' 2-1/2' 1" 2-12' 2' 3-1/8" 2' 0.48' 0.54' 0.324" Embedment (Ink 1-3/4' 1-3/4' 1.34- 1JH' r 1-1/4' 1.114" 1-1/4' 1.1/0' 1-1/4- 1.1I4" 2' 1.3/6' 1-3/8' ship 2 Anchors (g 4.75" Min. O c. / swami or C6set alp (Fig. 182) 390 ms 3901be 450 8u NO lee 1844 lb, 270166 2801ee 354 es 740 be 37415s 8641bs 8460b 341 Ins 44211 5601la 4 Archon 0 225' Me. O.C. / Standard lame) Cip (FIO. 3k 700 Os 700 tos 580 Iles 1410 Iles 952 be NIA 560 Ilea WA 630 An WA 880164 WA 682 es 885 Iles 1120 bs 8 Archon 01.14 Men. 0.C. / Summrd (ce Olae0 C6p fig. 4k 962 Ds 14001bs NA WA WA N/A 7601bs WA WA N/A WA WA 136315s 1770 Ns 2240 a 4 Arcllom 89 3 Min. O.C. / (2) 2t5 Angle Clips / (F19. 51 7801bc 780Ibs 88015s 1560 Os 18961W 540 is 550166 WA 760 es 7401bs 86001bs 18921be 682 be 885155 1120 E5 6 Ambers ®3 bin. O G / (2) 2r5 Angle gips / (Fig. 6): 1170 Iles 1170 Iles 1020 lbs 23408w 2644 lb. 8101x 840 us WA 11401bs 1122 bs 1320 8m 2838Ina 10221bs 1327 •e 1680 b. 4 Anthem Q 0.45' MIS. O.C. / U-C11p. Into .125" Num. (Fig. 7). WA WA WA WA WA N/A N/A WA WA WA WA WA WA WA 1430 6e 2 MIEN. 90 2.25 Min. 0.G/ F401p (Fig. 8k 350 on 350 Iles 290 be 705 ha 4761bs N/A 280Ibs WA 315 !be NIA 4401e WA 341 lee 44216a 560 bs 4 Anchors 53 1.15 Mh. 0.03 F<7ip (Flg. 8k 450 be 7(101bs WA WA WA N/A 3801ba WA WA N/A WA WA 682 Bra 88510s 1120 be NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2 • • • • FIGURE 5: • • • FIGURE 3: • • • • FIGURE 6: • • • ANGLE CUP (FIGURES 5&6) MUST BE USED N PAIRS. FIGURE 4: • • • • q • • • • • FIGURE B. FIGURE 9 • • FIGURE 7: 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. ANCHOR CAPACITY ADJUSTMENT FORMULA: /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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 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). STRUCTURAL STEEL TO BE AT I FAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRFArS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL. 188 S.S. OR 410 S.S. ---� 1.062' - - 1.000" i .3375' 1' X 4' X .375"L I T -MULLION .375' X4'X.375'-f MULLION -RESISTANT ALUMINUM TUBE MULLIONS U a= oe 0 0 w D_ J X 00 X IJ rc 0 0 01 t0 5 0 z m c3 0 h CO 10 50 m z PRODUCT REV SED as complying with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 roduct Control 1111 Ill, 111 P CE ,96. •. No.58705 - • -13 Yl �-. FATE I ! i �s �-•. �ORIDP•. •-G�� • ',;,991°NAL sN . . A. LYNINMILLER, P.E. FL P.E.# 58705 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • •• •••• •• • •• • • •• •• • •• •• •• • • • • • • •• • • • • • • TABLE 8A • • • • • • • • • • • • •• • • • • • • • Mullion Capacity Tabl.(Ibs/it) • 126. x 65- Al x .266" Alum Tube Mull 8goriing % (tor ver62a$y*parli Alu)Gcr16)or••Openhttj Height (for horizontally -spanning muf1ns) 50I 60 in 701n 80 in 901ne • 100 in 120 in 140 in 160E Rectangular Loading TreplTr4n& Lca0n9 Rob.-3 a Loafing Trap/Nang. Lamp Rectangular Lowing TraplTda79. Loading Rectangular lnedn9 Trap/TrU/. Leadlp Rectangular Lowing Trap/0fmp. Leeding Rectangular Lmcfing TupTiena Loafing ReclengW7 lm6ng Trap/Mang. Loading Rectangular laa4ng Trap/TOang. Loafing Ras tap90r Lna7 19 11.578 an9. Leanaq � s. 8 fg �� s 5r o ra 8� t cc's 4K #' . 8 ig �� Se g S3 80 11 6` r Mullion Capacity (Iles A' S1 8 se dK yL 8 8 5g �� ie Anchor Cape illy Required (Ibe) �' `1 d € Y Z E �' t 8 . c ¢K �' c� $q •FC • • d'' •� A• c�•O � 'tea be E �,$•t• •B• '64 15_ ��sa &r[ _fir id A_• as bar n9 ��, ;a P. •• $` • a 8 •t_ tB '"1 t 1 s e fyt, •i • • 5 sk 4a. •,�, ..es� g� AI e •6_ c . I o 5 2 -s U. cue �� a .gC o 8 8 ap 8 fe A-..... 3 11 a K 8 i� 3 3: Naha Capeoey Required (iee) .. 3 8 B� 1A p iii 8 eg € § fir¢ Mullion Cepeody QEM112) 8 z- t d`V C 8 8p 3a se .. gl- cR 's- fg drC .ems g c3 € n �e f,^ J` IA <- a �K B d 8 €g §1 Ie p YB c; e li CO .9 C S76 2 42 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 568 170.0 606 170.0 992 170.0 519 - 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 175-0 521 170.0 1735 170.0 521 151.6 1769 170.0 521 46 in 170.0 706 170.0 524 170.0 650 170-0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 1709 660 154.8 1540 170.0 680 132.7 1548 170.0 680 116.1 1648 170.0 680 50.625 in /70.0 747 170.0 553 170.0 896 170.0 631 170.0 1048 170.0 584 170.0 1195 170.0 723 170.0 1346 1701 747 167,0 1468 170.0 756 1392 1468 170.0 756 119.3 1468 170.0 756 104.4 1488 170.0 756 541n 170.0 777 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 183.1 1378 170.0 837 146.8 1376 170.0 656 1223 1376 170.0 861 104.8 1376 170.0 861 91.7 1376 170.0 861 61) in 170.0 665 170.0 701 770.0 1063 170,0 797 158.9 1158 170.0 878 139.0 1158 167.4 930 123.6 1158 156.8 919 1112 1158 150.0 912 92.7 1158 144.8 905 79.4 1158 144.8 905 69.5 1158 144.8 905 63 in 170.0 930 170.0 745 160.1 1051 170.0 860 1372 1051 155.9 862 120.1 1051 142.0 848 106.7 1051 132.3 637 96.1 1051 125.7 830 80.1 1051 119.5 822 68.0 1051 119.1 821 60.0 1051 119.1 621 66 in 157.1 957 170.0 789 139.3 957 151.5 805 119.4 957 134,0 790 104,4 957 121.6 777 928 967 1129 767 83.6 957 106.6 750 69.5 957 100.0 750 59.7 957 98.9 748 522 957 90.9 148 72 in 128.7 804 1352 698 1073 804 1152 684 91.9 804 101.3 671 80.4 804 91.4 650 71.5 804 64.1 650 ' 64.4 804 76.8 643 63.6 804 723 633 46.0 804 69.9 629 40.2 804 69,8 628 in 109.4 722 114,4 630 91.2 722 97.2 618 782 772 85.3 606 65.4 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 580 46.5 722 69.5 570 39.1 722 56.7 565 34.2 722 58.2 564 7810 1012 655 105,E 600 64.4 665 89.6 588 72.3 665 78.5 577 831 665 70.5 568 862 686 696 660 60.6 665 60.1 663 42.2 865 54.3 543 362 685 51.4 537 31.6 685 562 536 SO In 659 515 68.0 457 549 515 57.5 449 47.1 616 50.1 441 41.2 515 44.7 434 36.6 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 235 515 30.5 407 20.6 515 29.1 404 96 in 54.3 453 55.8 404 45.3 453 47.1 397 38.6 453 41.0 391 33.9 453 36.4 365 30.2 453 33.0 379 27.2 453 30.4 374 2243 453 26.6 356 19.4 453 24.3 360 17.0 453 MA 356 10670 38.1 358 39.0 323 319 358 32.8 318 27.2 358 28.4 313 23.8 358 25.2 308 21.2 358 22.7 304 /9.1 358 20.8 300 15.9 358 18.0 293 111 in 35.1 338 35.5 306 29.3 336 30.1 301 25.1 338 26.1 297 220 338 232 293 19.5 335 20.9 269 17.6 338 191 265 120 in 279 290 28.3 264 23.2 290 23.8 260 19,9 290 20.6 256 17.4 2370 182 253 15.4 290 16.4 249 144 F 16.1 201 16.3 166 TABLE 86 AnchorCepeclty Table Ohs) An ehor Clip Patterns SUbstrain 27k Collude 65K Cont. Hollow CMU Faed MU PT Wool Metal Anchor Type. 3'16 Eic0 U6(acal 1/4' Ex0 USmcon Yt6 Moo unracon 9t6' Elco Unman 1/P ExO Ufacon 1/4"96Bco Armor Yi6 Pico Limon Or SS Soo AggteGga MO Steel Screw (435) P12 Ste51 Screw (G5) A12511ul SRG(105) Edge psterce (1n) 1' 2-1/2' 1• 24/2 3-116" r z-vz 1" 24/2" z 8-1/8" z o4e4' ' 05szt a Ernbe9neol (In} 13/4' 1364' 13/4" 13.4• 2" 1-1/4" 1-1/ 4. 1-1/4" 1-54" 1-1/4" 1-1/4" 2" 1.38" 13'6" parks 2 mass ®4)S Mtn O.C. / Slandal or Obe1 Clip (Hs 1) ma its 393 [5 430 b5 590 105 1644 Su 27091s 2801ts 354105 740105 3741b5 664 135 916 b5 3411133 44200 560 Cs 4 Arena's a 1.15" Min O.C. I Slaldani (a Met) Ckp Fig 4 450 106 700 is N/A WA WA NIA 380 Ills WA WA WA WA WA 662105 8851b5 1120 Ibis 4 Arc tors ® 3' AWL O.C. / (2) 235 Angle dips / (Fr¢ 3) 780105 780 Bs 680 135 16W 09 1696 95 540105 560Its WA 760105 746105 191 is 1892 Its 62105 855Its 11201ta 4 Arcmrs Q045" Mn. O.C. / 1.1CI7 Into .125"Alum. (Fg 4 NIA WA N/A WA WA N/A WA N/A WA N/A WA WA N/A WA 143010s 1 Arc1er/ F-CSp (R9 57 105 ce 145 ffi 225 bf 445119 822I 135105 140 Its 1771bs 3701ts 187 Its 332 as 4731ts 17019s 221 Its 260 Es 2 Ancrors ® 1.15' Met. 0.C.IP 07 (Fig. 61 24016 350 86 NIA NIA N/A N/A 190 b5 N/A WA N/A WA WA 34110s 4421ts 560 Us NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • • FIGURE 2: • • • • • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (Dp )x `ANCHOR CAP.,„,,,,,,,\ ANCHOR `MULLION USE THIS FOR'AULA 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 ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCSI F. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW 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). 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 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. .265" 1.25 X 3.186" X .265" MULUON (1-1/4" VF MULLION) -3 0 0 400 rO 2° 1 Z 8 rn 0 a0 3 t` 0) ro0 gZ Y 0 40 Y 0 U) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.11 Expiration Oats 0 /26/2021 By i Mitt ads oduct Control `s11111 1111/ LYNN "<, * : �C'S..s ;•O'5NOARIIOP.- *. No. 58705 ATEai ..VI.` ELLN A. LYI"Illlit(liLlltR, P.E. FL P.E.# 58705 • •• . • • • • • • ••• • • • • • • •• •• • • .•• • • • • • • • • • ••• • •. ••• • • • • • • .•• TABLE 9A • ... .• • • • •• •'• • • • MunW1 Capes y Table (Ibrin • • 125 z 3.25 X,100 Alum -Tube Malian • O meth (toryerlw NSPa•/91a3w7ulEMs) or Opening Hejlht (�7rhori2aMaly-aparrtirg mUeam) �� 50 in 60 in 73 in801n • • • • • 9g 986 • • • 100 in 120 in 140 M 1601n Rectangular Lodkg T9p7Tnana Lowing Rectanmenr Lowing Trayrdeng. Loading Recta galar Loafing Tl apreang. Loafing Rectangular Lading Trap/Mn9 loafing Raalai,ular Loafing Trap?Nn9. Loading Rectangular Loading Trap/Tang.R ang. Loafing .o5on l5r Loading nep77narg. Laming Rectangular Latina Trapadan39 Loa Mg s1. Raolar Lading espTMng. Lnadn9 I' a 11 $ g8 a li 7777 11 §8 a li dddd 11 6 11 a s { R 0 it BBB 3 8 a ./. 8 2 e) tee 8 . i)•11•<�f:•/i031•11 S a • • " ' • •' tp • • •L ig l •SF�t•-1 Cg o p=g 0 3l _ 11 I/ '1 F' g` a A 11 I` ai e _yip' §8 a 0 l 4'_ At a < A 1 _ is II 'p6 0 1 A$ yigt' d 11 li E& .a O66 J O 4211 170.0 620 170.0 435 170.0 74 170.0 478 170.0 068 170.0 506 170.0 922 170.0 510 170.0 1116 170.0 521 11 48 in 170,0 705 170.0 524 1700 850 170.0 664 187.6 978 170.0 630 1467 978 170,0 661 130.4 978 170.0 617 117.3 978 170.0 680 97,8 978 170.0 680 63.8 678 170.0 600 733 878 170.0 660 50.6256 170.0 747 170.0 563 170.0 06 170.0 631 150.7 927 170-0 684 131.9 627 166.5 706 117.2 927 150.1 699 105.5 927 156.3 696 87,9 927 156.3 65 75.4 927 1563 695 65.9 927 156.3 695 5413 170.0 797 170.0 812 154.5 939 170.0 691 1325 669 152.9 663 115.9 ea9 141.8 669 103.0 669 134.0 660 927 869 129.8 654 7723 868 125.8 662 662 869 128.8 654 57.9 689 128.8 652 60 in 143.2 746 153,E 634 119.4 746 1323 620 102.3 746 117.8 608 89.5 746 107.8 599 79.6 746 101.0 592 71.6 746 989 587 59.7 746 93.3 583 51.2 746 83.3 603 41.8 746 93.3 683 6361 123.7 877 112.0 579 103.1 677' 113.2 566 88.4 877 100.4 555 77.3 677 91,4 546 68.7 877 65.2 532 61,9 677 810 534 51.6 677 77.0 529 44.2 677 76.7 529 367 677 78.7 529 in 107.6 617 114.1 530 89.7 617 97.8 619 76.9 617 86.3 509 67_3 617 78.3 500 59,8 617 ?2.6 494 53.8 617 68.7 489 44.8 617 64.4 483 38.4 817 63.7 482 336 617 63.7 482 72 in 629 518 87.1 450 69.1 518 74,2 440 59.2 518 65.2 432 61.6 518 58.6 425 46.1 518 54.2 419 41.4 518 50.7 414 34.5 618 46.0 408 26.6 518 45.0 405 2E9 518 45.0 405 78 in 70.5 485 ' 73.7 406 567 466 BZB 398 50.3 465 5e9 390 44.1 465 499 380 792 465 45.3 378 35_ 2 465 42.2 374 29.4 465 96.3 381 25.7 465 98.5 564 22.0 465 38.2 363 76 in 65.2 441 68.0 387 54.3 441 57.7 379 48.6 441 568 372 40.6 41 45.4 366 36.2 441 41.6 360 22.6 441 38.7 358 272 441 34.9 349 23.3 Mt 39.1 348 264 41 327 345 9017 424 332 43.8 296 35.4 312 37.0 280 30.3 332 32.3 594 26.5 332 289 293 23.6 332 28.1 076 212 332 24.1 272 17.7 332 21.3 286 15.2 332 196 282 133 332 167 280 06 in 35.0 291 95.9 200 29.1 291 30.3 258 25.0 291 26.4 252 21.9 291 23.5 248 19.4 291 21.9 244 17.5 291 19.6 241 14.e 291 17.1 236 12.5 291 156 232 108 n 24.8 230 25.1 208 20.5 230 21.1 205 17.5 230 183 201 15.4 290 16.2 198 111 in 22.8 216 211 -.47 16.5 218 164 194 16.2 218 16.8 191 14.1 218 14.9 188 120 In 17.9 167 162 170 14.9 187 15.3 107 _ _ _ TABLE 9B Anchor Capacity Table (Ds) Anchor CFip PatNms Subslrau' 2.7k Connate 35k Cam. HIAOW CMU Filled CMU PT Wood Meld Archon Type 3/16' E10o Ulnae) 1/4' EE0 Ullman 516. El' Uamcom 3/(6' Boo leaaden 1:ca Ultras. Ellracan 1/4" SS ENG AagreGatar 5'16' Else Ulaacon 1/4' SS Ebb AgpeGebr 910 Steal SOtt9 (25) 812 Steel Screw(G3) 812 Steel smsts(S5) Edge Distance 0n); V 2-1/2' 1' 2-1/T 3-1/8' 1' 2-1R' t• 2-1/2 T 3-1/8' T 0.46• 0.54' 0.324' Embedment() 1-3'4' 1-3t4• 13)4' 13/4' 2' 1-1/4" 1-1/4' 1-1/4' 1-1/4' 1-1/4' 1-1/4' T 13/e' 1.3/0' usdais 2 Amnon: 6 4.75' Mtn. O.C. / Standard or Mel Clip (Fig. 11. 390 55 3901ae 450 bn 690 In 1814 6s 270 gar 250 Ibe 3541aa 740 Ms 374 gm 664 be 946155 341 be 421be 5601be 4 Anctamt • 1.15 Mn. O.C. I Standxe (33 Met) Clip (Fig. 2p 480 lbs 700Ibs N/A N/A WA WA 380 Iaa WA N/A WA WA N/A ell a 465 Ms 1120 /be 4 Andras ®3' Wn 0.C. / R) 2x5 Argo Clips / (Fop. 8). 780 b5 780 09 630 bar 1560 bar 1820 ban 540 Ws '.AO ibe WA 760 Its 748 )65 860 In 1892 la 6821ba 885166 1120 Ib 3 Archers 6 054' Wn. O.C. / U-CSp, into .100' Alum. (Fig. 4): N/A WA WA WA N/A WA WA WA N/A WA WA N/A N/A WA 0501bs 1 Anchor/ F-Clip (Fn. 5): 195 bs 195 ban 225 be 445 be 822 he 135 Um 100 la 177 ba 370 Its 1871a9 332 ban 473 bar 170 9a 221 6s 2601tn 2 And., 6 1.15' Min. O.C./ F471p (Fg. 6): 240 be 350 be WA WA N/A WA 190 Ias WA WA N/A WA WA 341 Ia9 442 lbs 580 ban FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURES: • • • • (FIGURE 2: S • • • • • • FIGURE 6: • • ANGLE CUP MUST BE USED IN PAIRS. 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 CUPS SHOWN ARE NOT TO S('tl F FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CAW) 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 .100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 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. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP) X ANCHOR CAP.„,,,;,,,,\ _ ANCHOR CAP.,,, MULLION CAP„ea„e, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUON 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. 3250' 1.250" r-1.250"--1 .100' .100'= 1.25' X 3.25' X .100" MULLION FCR FIELD -MULLED UNITS 1.25' X 325' X ,100- MULLION FOR FACTORY -MULLED UNITS U 0 -J -J O X N M X N 8 CC O O (O 4D Z 0 m 1 m CO if O r- 0 :a0 z 0 tct cn 0 O Er PRODUCT REV SED as comply nip with the Florida Building Cade NOA-No, 17-0630.11 Expiration Date /26/2021 By Miami Product Contro ,111111111//// :*--; '...`-' 00E 4- .."! Q�; sE :lFP �.. N0.58705 ',"ONME33`` 10 A. LYNN M(LLER, P.E. FL P.E.# 58705 • • ••• • • • ••• •• •• • • •• • •• •• • •• • • •• •• •• •• • • • •• • • •• •••• •• • •• • . •• •• • •• •• • • • .•• • •• • • . •.. • • • • • • ... . . • • • • • .. --- - - • • • delulllrn Capa Table ) . • 126 x 325 x .624 Alum. NuHion� hy11 VM volt ca9}69 19(()ArltiS056) or Ope (ng Haight/par horizontallyslwola9 Malian) 50 in 60 in 70 in .ter 80 In ea9 in• • • • 100 in 120 in 140 in 160 in Rectangular Loading Iran/Meng. Loading Redsngula Loading Trap,Tnang. Loadng Rectangular Loa ing TrapRriang. Loeng Rectangular Loaning Trap'Tni ng. Loading ReoangulaI Loading Tsp/Trian. Loading Rectangular Loading 714617dang. Leading Rectareuer Leading TnWRiang_ Loading R4ctsng419r Loading Trap'Trang. Loading Racoong taw Loading Trap0riag. Loading U'c a`t i 5_ a= 11 <s2 ._ 3� E U$ - 3.0 . a €t i oar €1 �. �' �„ z< is. -_ sa <, Q [c V a� ice. $s` o a`,r `s ._ is d'.'•' 4 o 53 "•it.•e`ri9INR1.z ` �t0-6 •+?;•i-1. •j,4 .g;Scit.-7, is 1• aft Flit: Qir 1 i�.t•.� tt. c� e ate, liE� 4. •tar L;r 5� "3 E_ 2 a t'„ 3.0 E e `'- , € .g^c oe t 30 - E€ £_ o.`e si i0 - , - f4`. E_ 1 ;'e -5 '4 30 i e .g 32 E_ egg a e 30 �F e gc - a3 3 z 30 S a Z',c. `� ice. `_ go `; 2$ 3. - a e' la ` as ``e 316- 3a Mullion Lonpth 42 in 170.0 112C 170.0 436 170.0 744 1700 478 170.0 868 170.0 506 170.0 992 170.0 519 1700 1116 170.0 521 170.0 1241 170.0 621 170.0 UM 170.0 521 1700 1735 1700 521 170.0 1983 1700 511 48 In 170.0 70E 170.0 524 170.0 850 170-0 514 171.0 992 170.0 630 170.0 1133 170.0 861 1700 1273 170.0 677 170.0 1417 170.0 030 170.1 1700 170.0 680 169.7 1979 170.0 680 148.5 1975 170.0 610 50.626 u 170.0 747 170.0 563 170.0 896 170.0 131 173.0 1046 170.0 684 170.0 1195 170 0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 171.1 1793 170.0 756 152.5 1877 170.0 756 133.5 1877 170.0 756 54 In 170.0 797 1700 612 170-0 956 170.0 641 170.0 1116 170.0. 764 170.0 1275 170.0 803 170.0 1434 1700 137 1700 1694 170.0 156 166.4 1759 170.0 861 134.1 1769 170.0 961 117.3 1759 170.0 861 60 In 170.0 685 170.0 701 170.0 1063 1710 797 1713.0 1240 170.0 878 170-0 1417 170.0 944 161.1 1511 170.E 996 145.0 1611 170.0 1033 120.8 1511 170.0 1063 103.6 1511 170.1 1063 916 1511 170.0 1063 63 in 170.0 930 170.0 746 170.0 1116 170.0 856 170.0 1302 170.0 940 156.6 1370 1700 1015 1392 1370 170.0 1076 /25.3 1370 164.0 1082 1044 1370 155.9 1072 88.5 1370 /55.3 1070 70.3 1370 1653 1070 66 in 170.0 974 170.0 789 1700 1169 170.0 903 155.E 1248 170.0 1002 1362 1248 158-8 1013 121.1 1248 147.1 1000 108.9 1248 139.0 969 90.8 1248 130.4 978 77.8 1298 129.0 975 681 1248 129.0 975 72 in 1678 1049 170.0 875 139.9 1049 1502 892 119.9 1049 132.1 975 104.9 1049 119.1 B60 932 104f 109.7 848 83.9 1049 102.7 83e 69.3 1049 94.3 625 59.9 1049 912 220 624 1049 91.1 120 76 in 1427 941 149.1 822 1189 941 126.8 806 101.0 941 1112 791 B92 941 100.0 777 79.3 941 91.7 766 71.4 941 151 757 59.5 941 77.6 744 51.0 911 74.0 737 44.6 941 733 736 78 in 132.0 894 137.E 783 110.0 094 1169 767 943 894 102.1 753 825 894 91.9 740 73.3 6994 64.1 730 66.0 894 783 721 55.0 894 70.7 707 171 894 670 701 413 894 69.1 898 90 in 85.9 671 88.7 596 71.6 671 74.9 585 614 671 65.3 675 63.7 671 58.2 566 47.7 671 52.9 559 43. 0 671 48.1 551 35.8 671 43.1 539 31.7 671 39.7 531 26.9 671 37.9 526 961n 700 590 72.8 527 59.1 590 614 5113 50.6 690 63.1 609 44.3 590 47.5 502 39.3 590 43.0 494 35.4 590 39.6 4138 29.5 590 34.7 477 25.3 590 31.6 465 221 690 29.8 464 108 In 49 7 465 50.8 421 41.4 466 428 414 35.5 466 37.1 408 31.1 466 32.0 412 27.6 466 29.7 396 24.9 466 27.1 331 20.7 466 233 382 17.8 466 212 375 15.5 466 19.6 370 111 in 46.8 411 46 7 600 382 441 39.3 393 22.7 441 34.1 387 28.6 441 302 362 25.4 411 272 376 229 441 24.9 372 19.1 441 213 363 164 M1 193 356 11.3 441 17.8 351 120 in 36.3 378 36.3 344 302 378 31 0 339 25.9 378 26.9 334 227 378 23.7 329 20.1 378 21.3 325 11.1 378 19.6 321 16.1 378 16.7 314 1441n 21.0 262 21.2 242 17.5 262 17.8 239 16.0 262 15.3 236 AnchorCaplWty Table (lbs) Anehor Cllp Paftema Substrate 278 Concrete 351 Conc. None CAW Feed CMU PT Waal Mde ADC �� WET 078656racm VT EXO Edna.UB2Con 5/101EtA 2.16' ECd J9racm V4" Eco U9racon V4" SS Ow6✓12 AggroGatta Eno US"ac8n 1/4. S5 EIc0 A4greGarx 810 sled Sava (G5) 1712 Steel Seas (G5) #12 Steel Screr (05) Edge DS14CG fink 1" 2-117 1" 2-v7 34/8' 1" 2-1/7 i- 2412' 7 3.10 7 0.48" 0541 0.324" E100n4lmelt/n) 13/4" 1.24" 1.3/4" :314" 7 1-vb" 1-1/0 1-1/4" 14/4' 1-1/4" 1-1/4I 7 15.8" 1418' wen 2 Anchors ®479' Mtn 0.0_ / SlanOad a Met C8p 09g 11 3g0 Ds 3110 dos 45/ Its B90 m 1644 Ds 2701to 280 105 3541bs 740108 374 ls 664 Bs 046 Ia 941 Da 442 Its 560 015 4 Arc 11P9 53 1.15" LOP O.C. 'sanded (ar 3eel) C8p 699. 27 460 D5 700 84 N/A IUA N/A WA 380103 N/A WA N/A WA WA 6621es 885 Ds 1120 Ds ♦ Arr is 53 3' MD. O.C. / (2) 25 Angle Caps / (Rg. 33 780 D1 7801t6 680 les 156010s 1866 Ds 54010s 56 Ds N/A 7601129 748 Is 880 88 189210s 6821 s 895 0H 1123 D5 3 Arc bets 530.5C MD. C.C. / UCIp, 100.1001 Alum (F1g. 43 N/A WA N/A WA NIA WA WA N/A WA N/A WA WA N/A WA 950 Ds 1 Arctlor/ FC1p (Flg. 57 105 De 195 Ed 2251rs 44513 822 D: 135105 140 es 177 Ds 370103 197 Ds 332 108 47310s 170 Ds 221 112 230Ix 2 Anchors 4$1.13. MIn 0.CJ FCIp (R9 67 240 Ds 3a_0 do N/A WA N/A NIA 1CO Ints N/A WA N/A WA WA 341 Ds 442 Ds 560 8e FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • FIGURE 2: • • • • • • 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 CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPRCXIMATE HOLE LOCATIONS. 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 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 STEEL TO BE AT LEAST 125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRPAr1S BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL. 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OPs) 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 R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLON. 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" MULLION FOR FIELD -MULLED UNITS 125'X325'X.624" MULLION FOR FACTORY -MULLED UNITS ❑ w 8 a to Z O J w 5- F 2 z_ Q co Z F 1/) w U 0_ 2 U w a J 2 cv N M X 1 8 ry ITT en 1- CC O O 000 1 Z 2 U rc Cd 0 m n 03 10 ?O Z 0) 3 Q mo 1) 3 1n 0 PRODUCT REVISED as comply ng with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 By A - Miami- • a' - roduct Coatro 1I 11 l7// ,,, `.' ANY IYIyNM�' No. 58705 =13 • 22 • O S ATE (V ` 1,,„,0NAL 1eN •\• A. LYNN MILLER, P.E. FL P.E.# 58705 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • •• • •• • • • •• • • •• •••• •• • •• • • • • • •• •• • • • • • • • • • • • • • • TABLE 11A • - • • • • •'• • • • • • • • •• • • • • • 016I1I041 Cepayy T able (Ibj6&) • 126i 394 x -624 Alum.Tube 685605n Ope V(fgrvett celr'fbelkintr1nursn6) or OpoMng HAghtlrorhoezor5aly5pen5arg mulliol6) 50n 60 in 70 in 10b • • 9 N -- • 100h 120 in 140 in 160n Recungula LoWng Trp7risn9. leading Rectangular Lowing Tvp/rnang. Loading Mctae3ular Loa Ing Tnprrriang. Loading Rectangular Leading Trap/Plug. Loading Re0anp4ar Loading Trey/Nang. Loading Ra clangula Loading Trap/Nang. Loading Red anguhr Load' TrepTnang. Loading Rectangular Loading Trap/Ted, Lending Ractanguler Loring Trar/rriarg. tnadig S '' ig E,, ate- t`e a`rr % : fr . §d E- as Fs $5r E o €t id..d =_ Z� -$ i0• £_ Se 23 81 l g 3< ,,, '@", It < `� 14 ES :€g 2a :No•s€•aab a i,•fi� ,1E-.E •t7'_ "• u ie •^ -1 le- d rz 4• •bt•o 2••) t: a`i•ii„ _e wee ~Eie :it 9 it, ..a- L'^ P@. 1. 8 E ua ='' IB --- �£� to i& t E= g 1 fa $v is 1" UE. 8 IE 8� d it sg - _ •Rf2 o °t 3� E--. 6 t= [`c a IL it, ig e =e f& E a 1g 2 U= Fa Mullion Lenath 42 in 170.0 620 170.0 435 170.0 744 170.0 475 170 0 860 170.0 506 170.0 992 1706 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1735 170.0 521 170.0 1913 170.0 621 41 in 170.0 708 170.0 524 170.0 150 170.0 584 1706 992 1700 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 6eo 170.0 1700 176.0 680 170.0 1983 170.0 880 170.0 2267 170.0 600 50.625 in 170.0 747 170.0 563 170.0 055 1700 631 170 0 1046 170.0 684 170.0 1155 1700 723 170.0 1346 170.0 747 170.0 1491 170.0 756 170.0 1793 170,0 756 170.0 2092 1710 M6 170.0 2391 170.0 756 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 103 170.0 1434 170.0 837 170.0 1504 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 160.2 2403 170.0 861 60 la 170 0 885 1790 701 170.0 1063 170.0 797 170.0 1240 170.0 870 170.0 1417 170.0 944 170.0 1694 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 140.3 2163 170.0 1063 129.8 2163 1700 1063 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1059 1700 11I2 150.9 2060 170.0 1169 1345 2060 170.0 1171 117.7 2060 170.0 1171 66 in 170.0 974 1700 709 170.0 1169 170.3 903 170-0 1364 170.0 1002 170.0 1588 170.0 1086 170.0 1753 170.0 1155 1750 1948 170.0 1210 143.0 1966 170.0 1275 1226 1965 170.0 1266 107.2 1966 170.0 1286 Min 170.0 1063 170.0 978 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 154.1 1734 1700 1315 136.7 1734 169.9 1386 115.6 1734 155.9 1364 99.1 1734 150.4 1352 86.7 1734 1602 1352 76In 170.0 1122 170.0 937 170.0; 1346 170.0 1010 1685 156E 1700 1209 147.4 1556 1652 1285 131.1 1556 151.E 126E 117.9 1556 /41.3 1251 98.3 1556 1283 1229 149 1556 1223 1219 217 1566 121.2 1216 70 in 170.0 1161 170.0 967 170.0 1381 170.0 1116 155.9 1477 1693 1245 136.4 1477 152.0 1224 1212 477 139.1 1206 108.1 1477 1295 1191 90.9 1477 1169 1169 77.9 1477 110.1 1168 682 1477 109.3 1164 90 in 1420 1110 146.5 986 118.4 1110 123.9 960 1011 1110 1079 951 98.8 1110 963 936 75.9 1110 87.5 922 71,0 1110 80.7 910 59.2 1110 71.3 891 50.7 1112 65.6 878 444 1118 62.7 870 96 in 117.0 975 1293 172 975 975 101.5 1366 83.E 975 803 42 73.2 975 785 829 66.0 975 71.2 817 58.5 975 65A 807 48.8 975 57.4 709 41.8 975 62.3 T76 36.6 975 493 767 15e in 622 771 4.0 696 66.5 771 70.7 685 58.7 771 61.3 674 614 771 54.3 664 45.7 171 49.0 656 41.1 771 449 47 34.3 771 38,9 632 25A 771 36.0 621 252 171 32.4 612 111 in 75.7 730 773 661 831 730 65.0 550 54.1 730 56.3 40 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 31.5 730 35.6 600 27.0 730 31.9 689 23.7 730 29.5 681 120 in 599 624 61.0 569 49.9 624 512 560 42.8 624 443 552 37.5 624 39.2 54 33.3 624 353 537 30.0 624 322 531 25.0 624 27.7 519 21.4 624 24.6 509 16.7 624 22.5 501 144 in 34.7 433 35.1 400 289 433 29.4 395 24.8 433 25.4 390 21.7 433 22.4 385 19.3 433 20.0 381 17.3 433 112 376 TABLE 11B Anchor Capadty Tabla (Iba) Anchor C6p PatternsAnctr0 SN6hate 2.78 Concrete 159 C01. Hollow C44U F16,006111 PTW005 Meta Type _ y16'Eko Maxon V4'Etc Ulba[on 5,15" Elco U/4as 916'EICO Wirers/1V9"F3c0UfftacOn itd'SSE0c0 Ag7eGdo6 WIT Eke" U0r46On 174`SS E1co Ag]e020 810 Steel Screw(G5) 812 Steel SUDS (5) R12 Steel Scree (G5) Edge dstace 765 1' 2-1/7 1" ( 2-1/2' 31B' P 2-112 1' 2-112 2 31/8" 7 0.18' 0.54' 0.324- Embed/lenp m 13r4' 134. 13/4' 137E 2" 1-1/4' 1-114. 1-174' 1-VP 1-V4' 1-144' 2 13'8" 1318" 5Nles 2 Arclnrs 0 475" Min O C. / SI870e0 cr Onstl Clip fig 11 393 16 390 06 45010s 1 680 06 1644 003 Z70105 260106 364 Ito 7401M 374 Es 664 86 946 06 341 0s 442 Ile 560106 4 Aitn0501.15` 540 0C. I Starear0(cr onset) CIE 0g 70 480 Ds 700 is N/A WA NIA NIA 38017 WA WA N/A WA WA 682 Es 8850E 113311E 4 A<c hors 0 3' Met 0.C. 7 m 2c5 Angie COPS / (Rg. 3) 750 r6 780 ES 190 0s 1660 106 180515s 540 Ms 560 06 WA 760104 748 9E 880 its 18918 6821bs 8851r4 1120106 4 Anchors 00.5471.11/3 QC,/5-00p,into .100' AXELC764T N/A WA NIA WA N/A NIA WA WA WA NIA WA WA NIA WA 12671116 1 Arc tor/ F-00777g. 6) 19509 1050E 215/5 44565 8220E 135106 16006 1778E 370106 187/5 93205 4730E . 170105 221104 230 its 2 Anchors 0 1.12 1419 0. C/ FClip gag 63 240 05 350 to N/A NM NIA WA 190 b NIA WA NJ WA WA 341 IDS 442 Its wo 16 FIGURE 1: • • FIGURE 3: • • FIGURE4: FIGURE5: • • • • • FIGURE 2: • • • • • • FIGURE 6: • • ANGLE CUP MUST BE USED IN PAIRS. 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. ANCHOR CAPACITY ADJUSTMENT FORMULA: (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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 8E 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 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 W000 MAY BE STEEL 18-8 S.S. OR 410 S.S. 1.25' X 3.94' X .624' MULLION co 2 0 2 J 2 113 m 7 F 2 7 F. 7 a z Z H- U) 1n W fX h 0 0- 10 N 1/ w� O 5`7 50 0 00 2 A U L O) co oO 1` 00 Q 2 0) co 0 go 0 $,0 c� PRODUCT REV SED as complying with the Florida Building Code NOA-No. 17-0630.11 Expiration /26/2021 roduct Control tt1ill 11 I /I/7r �ON 1GEN,96. * : No. 58705 * -D STbTE 0� 5 1 (V�'` i S - - • C9 1& A LYNN MILLER, P.E. FL P-E.# 58705 • • ••• • • • ••• •• •• • • •• • •• •• . •• • • •• • •. •• • • • •• • • •• •.•• •• • •. • •• •• •• • •• •. •• • •• • • • • •• •• • . ••. TABLE 12A • • • • • • • • • • E•1180• &apiary Table (Ibs/111). 234x25 Alum.Tube Mullion 70p4ing o&stb (forwrtaly3pariirgt31fions) orJpenilt HRght (5r hon0o11taly-sperm g mW1i00s) 50 in 60 in 70 in • • lb• 60 iy • 41,9910111 • • • 100 In 120 In 140 in 160 In Rectangular Lowing 50 1Toag. Leasirg Rectangular Loaded Trap/Ttlan9. Loading Rectangular Loading T1p'Tna1g. Leasing Rectangular Loosing 71ap'TrIen9. Loadg Rectangular Loosing hap/Mang. /oaring R den9Npr Lowing hapthlang. Loading Rectangular Loosing Tap/ilfarg. Load% Rectangular Lowing TRp?Mng. Loading R9Gen94er Loafing TapRrian0. Loosing _r id' u' gss ,E 2c r 86 3 11 o <re o g 3 1E 2c a as: S 11 E$ 4`1J P i. 8 . Z.. 2 E.g. Z• u1 <`• /v $ 8 5g TE Ec F_ re L a`6 ,t 6 €g jE 3c ?', s 8- II 11 re & r7 • € 5 �8 1 sir A I r SR *ark-W L_ E `p.�8• 416g• B s 7: B . r,"•5 se Lr K +�•2i .4- E. •it •6a •ate S_ a 3 Y. .. A- •41LB 8 sE �_g i6 B a; a� � C A' o 8 of �$ ;-1 A- $ S• Qi. _ a s 7 ZEEE 8 5`•'8_ $ QC u $ 2 E fc a.. $E 6.2 <C '€ 8 c9 sE 3E f E 6" t L K r ' c9 €g 3 -la $E c" 11 ¢ a 8 a SE II C.. $E cSa �e sir i' $ L7 €g 3 2 '6L g� 8; g 6C f $ B ,off � 'E 8; i� F X ZZZ. Mull Length 42 n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 ''992 1'70.0 S19 170., !ifo oDS 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 48 n 170.0 705 170.9 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 661 170.3 1275 170.0 677 170.0 (417 170.0 680 i 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 50.5251n 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 1700 2391 170.0 756 54 in 170.0 797 1700 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 056 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 861 60 in 170.0 585 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 1700 2125 170.0 1063 170.0 2479 170.0 10E3 160.6 2580 170.0 1063 63 in 170.D 933 170.0 745 170.0 1116 170.0 860 170.0 1362 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.9 2553 170.0 1171 66 in 170.0 074 170.0 769 170.0 1165 170.0 003 170.0 1364 170.0 1002 170.0 1558 170.0 1096 170.0 1753 170.0 1155 170.0 1945 170.0 1210 170.0 2335 170.0 1275 151.9 2437 170.0 1256 1329 2437 170.0 1286 72 in 170.0 1063 170.0 878 170.0 1275 170-0 1005 170.0 1468 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.8 2154 170.0 1458 124.8 2184 170.0 1529 109.2 2164 170.0 1530 76 In 170.0 1122 170.0 937 170.0 134a 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 145.E 1960 170.0 1506 121.8 1960 161.6 164a 106.1 1960 164.0 1535 92.9 16E5 1527 1531 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1511 170.0 1250 170.0 1842 170.0 1369 1527 1861 170.0 1474 137.4 1851 163.1 1500 114.5 1861 147.3 1473 902 1801 139.6 1459 85.9 1061 1376 1454 901n 170-0 1373 170.0 1144 140.1 1396 156.0 1219 1277.8 1398 136.0 1196 111.8 1308 121.3 1179 96.4 1395 1102 1162 89.5 1398 101.6 1147 74.5 1395 595 1122 63.9 1398 827 1105 55.9 1396 739 1096 96 in 147.4 1229 151.5 1098 122.9 1229 127.E 1079 105.3 1229 1112 1061 92.229 88.9 1044 81.9 1229 89.6 1021 73.7 1229 824 1016 61.4 1229 722 993 52.7 1229 65.9 977 46.1 1229 621 967 106 h 103.5 971 135.8 877 86.3 971 89.0 862 74.0 971 772 849 64.7 071 68.4 637 67.5 971 61.8 825 51.8 971 56.5 616 43.1 971 49.0 796 37.0 971 44.0 782 324 971 40.8 771 111 In 95.4 519 97.3 832 70.5 919 111.9 519 65.1 919 70.9 806 69:6 919 629 794 53.0 019 56.7 754 47.7 919 51.8 774 39.7 919 44.8 788 34.1 919 402 742 29.5 919 37.1 732 120 In 75-5 786 76.8 718 62.9 refs 64.5 705 53.9 756 55.9 895 47.2 756 494 686 41.9 786 44.4 677 37.7 786 40.5 688 315 7136 34.9 653 27.0 7116 31.0 641 23.6 786 284 631 144n 437 548 442 504 36.4 546 37.0 498 31.2 546 31.9 491 27.3 546 282 485 24.3 546 2.3 479 21.8 546 22.8 474 18.2 546 19.5 464 15.6 546 172 458 13.7 546 15.5 448 TABLE 12B AnehorCapacity Table (Ms) AnchorCiip Patterns Su0s92ic 2.7k COrcrte 3.5k Conc. Hdlow MU FIDOCMU PT Woad Mold rrUllacon 3'16'Dto UReam vE o 501EBco Idols on 9M6'Elco UOaal t Vr Elca Uloacon 1/4' SS EI:o AggeGaor 916' Elc o Ithacm Ve SSBco AggeGaa 1710 Reg Screw(G5) 152 Steel Some(C5) 512 Steel Scree(G5) Edge Ostarce On/ 1" 2-1/2 1' 2-7/7 3-1/6 1" 2-1/2 1" 2-57 7 31/8' 2 0.48' 054' 0.325 Enteenent0n) 13/4' 1315 19/4' 144' 2' 1-94' 1-1st 1A/4' 1-1/5 1-7/4' 1-1/4" 2 13/8' 1310 'Iles 2 Anders MI 4.76 MIS 0 G. / Ra10ad or Mat Clip pig 182) 3101 s 390 Its 450105 800 es 1644 bs 270 65 280 Ito 35419 7401ts 274 IM 6641tas 946 bs 3416s 442Im 569 ea 4 Arenas Mt 2.66 Mgt O.0 I Standard (or Met) Clip fly. 90 7401s 742526 610155 1485 6s 1424 be N/A 580 Ito, NIA 6951os NIA 660I1,4 WA 552194 68519 1120 ts 6 Ancntt546171"Mgt O.C. I Sta1010(Cc 0195)CI5 (F194y 805105 01 75610s 194611s N/A N/A 705116 N/A 7991os N/A WA WA 1022105 132786 168019 4Arc101s M Y Min. O.C. /Q 245A, le Clips/ (F195y 780 b5 7' l5 680 bs 156016 1896 the ' C�40be) 569 be N/A 7105 60 74459s 687 Its 16021D3 68288 685 Its 1129b5 Art 6 AI5Ns C1 3" MIn. O G / (2) 255 Angie Cnp91 (Ag 6) 1170 8Dr/1170 9a 10371 5 2340 is 2644 he 61 84015 WA 1140 bs 1122105 132319 2836Its 1022Ito 13271ts 1683 Its 3Arc101511.35 Mn. 0.0/65.96. 044 .126 Akan. (Fig 7y NA WA ' WA WA N/A NIA WA N/A WA N/A WA WA 64A N/A 10731g 6 Arcinls MI 064' MIn.O.C. /UCtlp. into 125• Altar. pia 8) NIA NA N/A WA N/A NIA WA N/A WA N/A WA WA N/A WA 21 15 2 Anc106 (0260" Min. 0.CI 6.30 (Rg 9) 370 b5 370 bs 315 65 743155 712Is NA 28015 N/A 345Its NIA 4401os WA 341 b9 442 9s 5301.91 3 Arc Was ®1.71' Mn.0.C./ 636 (199. 10) 443 b5 52 975 379195 973 Ba WA N/A 353 169 N/A 3o91es NIA NIA WA 5111n 66411,5 640 bs NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: t� FIGURE 5: • • FIGURE 2: • • • FIGURE 3: • • • FIGURE 6: • • • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10 • • • • FIGURE 4: • • • • • • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. TABLE NOTES: CMCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,„„,.„) (DPI,) x ( , 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. 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 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 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). STRUCTURAL STEEL TO BE AT I FART .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT 1 FAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 812 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. .250" 7 X 4' X 25" MULLION 2017 COI WINDOWS & Y 0 PRODUCT REVISED as comply np with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 By Mlam D Product Control \` OpVLYNX/ ',��.• L�cenISF .!.......:::1::....::�i. %1 2....04%,‘S..‘ SATE A. LYN/4 ',MI YER, P.E. FL P.E.# 58705 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• TABLE 13A • ••• • • • • Mblinl►•• 9i11, Tab1•pb8 ) • 2 x 6 x 25 Alum. Tube I9ulion • • • Opining Width (for 1�erty)elly-aPar�pnQj1LiIiorl5) orpp•nin j Htht (for horizontaly-sparring minas) 50n 60n 70 in • ••• 606• • •Oir• • 100n 1201n 140in 16D in Rectangular Loring Traplrrian9. Loring Rectangular Load/ Tr3p7Marlp. Lmdrg Recta gulr loading Trap/T.iarg. Loring Rectangular Loa4n0 TraWTdang. Lading Rectangular Loading Trep/Trim9. Loring Ractalpula Loring T5p/Trisn0. Liedn Rectangular Loading Trap/Mang. Loafing Rectangular Loading 118WTriang. Lead/ Recrarpllar Loring Trap/ftlm0. Lowing a a 5 c3 g a a� 43 11 �- a r3 = r 11 43 11 x • 8 a la zA cl `r a`w £ a c3 E gar 2r a$ 8 )SS d�a £ a 3 EZ fA a tE a `1 a`i t• : 43 = Z2 •ir %.7, cg r il cgN W £• es 41 1Ee a 2• !•0 u 5s ;# r I1li £ :if • r o •4e 7 =5do -g �0 2• 4�c r a i3 Er VA £ S., U v gQ �rc 2• ' c3 o' s1 Anchor Capacity Required Qbs) a i o _Eg 1e a8 0",'" g`-E d`a a 3 E$ 18 20 $l (3 a car d`nR £ 8 r3 fig 3Bx se n aE 43 YE ¢`¢ a 3 Bff E �So a: s�, 0 L. d`¢ a a 13 find`d §� fez a al -3 1 d`¢ 2s a $ £ S-2.- G £ C Js. 2 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 606 170.0 992 170.0 519 ••• 170.0 1118 •T 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 1700 1735 170.0 521 170.0 1083 170.0 521 48 in 170.0 709 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170,0 1983 170.0 680 170.0 2267 170.0 680 50.8251n 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 1703 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 541n 170.0 797 170.0 612 170.0 956 170.0 661 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 637 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 881 170.0 2550 170.0 861 69 In 170.0 885 170.0 701 170.0 1063 170.0 797 1700 1240 170.0 878 170.0 1417 170.0 044 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 170.0 2633 170.0 1063 636/ 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1486 170.0 1015 170.0 1673 170.0 1076 170.0 1869 170.0 1122 170.0 2231 170.0 1169 170.0 2633 170.0 1171 170.0 2975 170.0 1171 66 in 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2336 170 0 1275 170.0 2727 170.0 1268 170.0 3117 170.0 1286 72 In 170.0 1063 170.0 678 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1367 1700 2550 170.0 1488 170.0 2975 179.0 1522 170.0 3400 170.0 1530 781n 170,0 1122 170.0 937 170.0 1348 170.0 1060 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170.0 1629 170.0 3140 170.0 1694 170.0 3589 170.0 1705 761n 170.0 1151 170.0 967 170.0 1301 170.0 1116 170.0 1611 170.5 1250 170.0 1842 170.0 1369 770.0 2072 170.0 1474 170.0 2302 /70.0 1564 170.0 2763 170.0 1700 170.0 3223 1700 1777 170.0 3683 170.0 1796 9018 170.0 1328 170.0 1144 1760 1504 170.0 1328 170.0 1859 170.0 1488 170.0 2125 170.0 1653 170.0 2391 1709 1793 170.0 2656 170.0 1918 170A 3188 170.0 2125 158.0 3413 170.0 2273 138.5 3413 170.0 2381 98 in 170.0 1417 170.0 1232 170.0 1703 170.0 1434 170.0 1963 170.0 1622 170.0 2287 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2056 160.0 3190 170.0 2338 137.1 31g9 166.6 2470 120.0 3199 156.1 2428 105 in 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2076 164,8 2781 170.0 2271 148.3 2781 161.9 2333 123.6 2761 1404 22E1 105.9 2781 125.9 2234 927 2781 118.0 2190 111 n 170.0 1838 170,0 1454 170.6 1966 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2148 151.6 2632 162.3 2245 136.8 2632 148.4 2216 113.6 2632 126.4 2166 97.6 2632 115.1 2126 85.4 2632 106.3 2096 120 In 170.0 1771 170.0 1586 170.0 2125 170.0 1859 154.4 2252 159.9 1991 135.1 2252 141.4 1984 120.1 2252 1272 1938 108.1 2252 116.1 1915 98.1 2252 99.8 1872 77.2 2252 88.9 1836 67.6 2252 81.4 1808 144 n 125.1 1564 126.6 1445 104.3 1564 106.1 1425 88.4 1564 91.5 1407 78.7. 1564 90.7 1390 69.5 1561 72.3 1373 626 1554 65.7 1358 52.1 1564 56.0 1330 44.7 1584 49.2 1305 39.1 1564 44.4 1263 - --- -- Anchor Capacity Table (tbs) Clip Patterns 540878le: 2.7k Connect 3.53 Conc. Hobo CMU Fated CMU PT Wood Mews Anchor ohor Type: J/18' Moo Uma eo 1/4"9co OberonUteoa Vir Elan L78' Eklx e traca1/4.r 1Eton Mae. 1/4" SS Eke AggreGala 5/10• E1eu Ultmcon 1/4• S8 Eno AgpreGslor MO Steel Screw (05) 912 Stec Screw i ) 612 Steal Screw (95) Edge pslana Ont 1' 2.12' 1" 2-1/2" 3-1/8' i• 2-72' 1' 2-112' T }7/8' 7 0.48' 0.51' 0.324' &atolnar On0r 1-3/4• 14/41 1-17 7-3/4• T 1-1/4• 1-1/4• 1-1/4" 1-1/ 4' 11/4• 1-1/4' 2 1.3.17 1-3/9' rues 2 Motors 0 4,75 Mk. O.C. / swotted or Case Clp 0=re. 1621: 3901te 390 We 450 56 8901ts 1644 Ls 270 Its 250 Ds 354 8e 740 Its 374 Ws 66416e 946 (6a 341 la 442 Ws 560 ma 4 Anchors 00 4.68" Mn. O.C. / Sladeld (or OQeet) Clip (Fg. 3): 7601a 78010s 900 Es 1700 Os 3292 Ls 540 Ds 5601W 708 IDS 1480 Ds 7481ba 1272 8» 1892189 652 Its 8651bs 1120 Ibs 8 Anders • 1.7P Mn. O.C. / Standard (or Osseo Clip (F9. 4): 1180 68 140011w 1010 Ds 2595 be WA WA 940 as N/A 1065 bs WA WA WA 135316e 177011as 2240 Its 4 Anchors 5 7 Min. O.C. l (2) 255 Angle Clips / Fp. 51: 780 Da 780 be 680 bs 1560 las 1096 bs 540 Ms 580 Its N/A 760 ms 748 Ito 880 We 18921a 682 be 8851bs 1120 Ibs 8 Antlers • 3' Mm. O.C. /(2)945 An9b Gq / (Fig. 6): 15601ta 158016e 1380164 3120 Ibs 3792 Le 1050 De 11201bs WA 1520 Ito 1496 b4 1760 bs 375410s 1363166 1770 Ps 2240Ica 12 Ancros ®1.Y Nun 0.C. / (2) 245 Angle Olin / (Mg. 73 1680 gas 21001t6 1440 )6s 37601a WA WA 1320 les WA 15001be WA WA WA 2045 be 2654 D6 33130 be 4 Anchors • 134• Min. 0.G / UQIO, into .125 Alum. (Fig. 81 WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1430 be 8 Anchors • 0.64' Min. O.C. / 8LI99. into .125 Alum. (Fig. 9): WA WA WA WA WA WA WA WA WA WA WA WA N/A WA 2861 Da 2 Anchors 42 4.68' Min. O.CJ FLAP (Flo. 101: 390 the 390 lb. 450 Ds 890 be 1616 bs 270 Ibs 260 Ibs 354 Its 740I6s 374 8x 636 Ds Nebo 341 8# 442 Its 560 bs 4 Anchors 83 1.71• Min. O Cl FLBp (Fg. 11): 5901bs 700 Ds 505 be 1298 Ors WA WA 4701bs WA 5331as WA WA WA 682Its 655 Its 1123Da NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: FIGURE 5: FIGURE 2 • • FIGURE 3: • FIGURE 6: • FIGURE 4: • • • • FIGURE 8. FIGURE 7 FIGURE9: FIGUREIO: • • • • • • • FIGURE 11 ANGLE CLIP (FIGURES 5-7) MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,•) x ( ANCHOR 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) 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 SHOWN ARE NOT TO SCALE. FOR FY/CT DIMENSIONS, SEE SHEETS 21-23. HOLES TO SE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. .250' 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 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 .C45' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRForLC BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1--2.000" --I 2"X6'X24' MULLION ALL RIGHTS RESERVED rn 0 0 m 0 a O U (n U w 0. (n J 7 N X m X N 0 5- , c O CO CO 5 Z 00 c0 C, 0 t- 03 m Q Z Y O kO oI2 Y co r PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 B Y Mia Control 111111'I1 l / GEN,gF . C� � * : N0.58705 ATE ;LYONALEN.. A. NN MILLER, P.E. FL P.E.# 58705 • • ••• • • • ••• •• •• .• •• • •• •• • •• • . • • . •• • • . •• . • •.• •• • • • . • • . • • • • • ••. . • • • ••• TABLE 14A • • • ••• • . • • • •• . _ •• • • •. • • • • • • Wagon Casicity Tabli(Ibdlea • 1.26" x 2.11' X.125' Alum Tube Mull C n1•ny retloorwrfillicitparlinj Rliorw) or *parting Height (tor horizonfaly-sparring MUI6On6) 50 n 6049 7049 60 In 40%. 100 6 120 in 140 M 160 In Rectangutar thug Trap/Marg. Loading Rectangular 1-4oa4119 Tatillaary. Lo41n9 Rectangular Loading TrapT4arg. Loading Rectargitar Loading 068031e76. La4drg Rectangular Lararing Trot/Tong. Loading Rectangular Loading TapTBarg. Ling Recta -Outer Landing TaWTtng. Loading Rectangular Lcedirg ThyTlarg. Loading Rectangular taaiip Trapldag Laedirg 5 � �. S S 1 t# Z`¢ sF L 8 S at garg d1$ 2; g s8 c 8 81 gpp£ Zf 8 /�. l E€ $l l s 8 8. act a=.•Le= '• E #c;•:I•8. _i@ St• i E•• • . • rc E• . �•5,6a I =,11b B •t1(•�g s& x 1 A �>° F g r 8 via fE a L if _t i € B age e�`aE _ € i of ti 0 falt E if (zwgD Aipadao uopyyry B a� Zpi DD 8 31 t S a� 81 i g g 3 421n 144,2 526 167.0 428 120.2 525 1439 419 103,0 526 138.9 414 90.1 526 134.6 411 80.1 526 134.1 411 721 526 134.1 411 60.1 526 1341 411 515 526 134.1 411 45.1 526 134.1 411 482/ 96.6 403 105.0 323 80,5 403 94.7 325 60.0 403 86.4 320 60.4 403 81.4 317 53.7 403 79.1 315 483 403 78.6 314 40.3 403 78.6 314 34.5 403 78.6 314 30.2 403 78.6 314 50.625 in 823 352 91.0 301 68.6 332 79.3 294 58.8 362 71.9 289 51.5 382 87.2 286 45.7 382 64.8 224 41.2 362 63.6 283 34.3 362 63.5 283 29.4 352 63.5 283 267 302 63.6 263 5491 67.8 338 74.1 267 66.6 318 64.2 261 48.5 318 57.7 256 424 318 53.5 253 37.7 318 50.8 250 339 318 49.5 243 28.3 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248 801n 49.5 258 53.1 219 41.2 2511 45.7 214 35.3 258 40.7 210 30,9 258 37.2 207 27.5 268 34.9 2/4 247 268 33.4 203 20.6 258 32.2 201 17.7 258 322 201 15.5 258 322 201 63 in 427 234 45.6 230 35.6 234 39.1 195 33.5 234 34.7 192 26.7 234 316 189 237 234 29.4 186 21.4 234 280 184 17.8 234 266 183 15.3 234 26.5 183 13.4 234 26.5 183 66 in 372 213 39.4 163 31.0 213 33,7 179 26.5 213 29.e 176 222 213 27.0 173 20.6 213 25.1 170 18.6 213 23.7 166 15.5 213 222 167 13.3 213 220 186 11.6 213 22.0 166 728 28.5 1A 30.1 156 5.9 179 25.6 152 20.4 179 225 149 179 179 20.3 147 15.9 179 18.7 145 75 81 24.3 151 25.4 140 20.2 161 21.6 137 17.4 161 19.0 135 15.2 181 17.0 133 A In 225 152 23.5 133 188 152 19.9 131 16.1 152 17.5 128 Anchor Capacity Table (lbs) Anchor Clip Patterns S141talo 2.70 Coxlete 3.3( Care. I10464 CAW 514edCMt1 PT Wood Neal AnCtWf Type 3'tfi'EkO Deacon ET EkO Ultra( On 5/16' Eko Ultoa'on 3/iSEkOUbacon 1/C Eta Ul4acan 1/4"SS Eko AggreGa6r 5/16' Etc l8bacon 114^ SS Et Ag0lGata 410 Stool912 Sc ew (cs) 3Ied sank (GS) w12 meet Sww(c5) Edge 0lstance(My 0 2-1/2 1-2-1? 3-1/6" r 24/2 1^ 2-1/2' 2" 3-1/0 7 0.42 0554 0.32C Ernbeoned(MX 144' 13er 13/4. 13/4' 2' 1-1/ 4" 1-9 4" 1-1/4- 1-54" 1-1/4' 1-i16 2' 138- 13r81 wales 4 Arc Me ®4 Mart O.C. / (2) 215 Argk Cps I (fig 15 780108 760 69 860105 1563 Iln 1396 bs 543 116 560Itss N/A 760 8» 74811 860 gar 1522 Bar 6 bs 896 IA _ 1433 bs FIGURE 1: 0 0 0 • ANGLE CLIP MUST BE USED IN PAIRS. 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 CUPS 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 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 .0,5" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT I FAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 810 & 412 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP...) X ( ANCHOR CAP.,,,,,""„) - ANCHOR `MULLION CAR,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 F--1,266"-1 2 .125' 1.26' X 211" X 125' MULLION (INTEGRAL FIN MULLION) rA U 0, CO -J N X X 013 1,11 CC O 0c•2 40 8 A o5 Z N s y0 co h S 1'` m QeO E Z Y to 0 re `1 yo Trc PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 ad roduct Control �‘,\\-•' L1GENSF MSC *-; No 58705 * FCORIOA.. ' Z '1 'ONA( E�G A LYNNIMILLE1i, P-E. FL P.E.# 58705 • • ••• • • • ••• • • •• •• • • • •S • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • ••• • •• •• • • • • • TABLE 15A • • • • • • • • • • • • • • . • • 6tmo:DaQatl'ti Tale (quilt') • 326" 30 DEG. AL BAY MULL Opeang liAdtil (far vertical .parlging •lulhjs) or Opo jin9 light:for tnriaxfaty-spamrg mEEors) 50 in W In 701n • • • • 80 in• • 90In• • • • min 120 In 140 h 1601n Recta Wlar to•da9 Trep9nang. Loading Rectangle, Imdr9 hepTtlar9. Lowing Rectangular Loaning TtapfTna9. Landing Resters/4x Landing TspRdary. Lowing RecOngultr Landing 1170/1009. Loading Rectangular Loading Trep/Tda1g. Loading Roo gear Loading 1103'71le10. Loading Rectangular Loading Trap/0009. 11000 Rectangular Loading Trlp✓itlelog lowing 2> 1 rS iq fa? 7-1 i 6- `p 2¢ P u 5F_ - f^ o/ cif `^ g 1 dz < 8 o," 5p 5 Z� a gI i2$ 2 d`¢ . z u 5g. § �� a g3 c/� Po g d¢ £ d (2 5g y+ aE £ a8 11 g S d¢ 5E f� e.-. IR 12 tag y Y di g w 9 21.. 6,�< E•S• 4 15 4 $ 14 f¢4 •a 0R 30 s 89$ a¢ 4 • 4 024 v •cS 4 40 1• e•a�.; £ �� 5 • . •d_ 5i . 41 o� •3 $� je x 1 r3 $t 5 x+�. a_ 'I 0` `1 L,' d`¢ p$ S u 6$ " iE. £ �� ua ya'1. ac r a (PS €P S �B t.. �a 6i g dr`e , ._ 5z - i F � u <i a` £ a u .f �E.rce £_ •• -g ag F � 3g- .a.-. (-a 2Y ,2' a`¢� £ g cg 5;y £ B :fa 61° a Fs' $ r3 5g g Z� .4'_ 8 c�` A$ ,2 d`¢ .. 4. J S 0 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.3 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 173.0 1735 170.0 521 149.1 1740 170.0 621 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 /133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 1522 142 170.0 690 130.5 1522 170.0 680 114.2 1522 170.0 680 50.45 In 173.0 747 /700 583 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 747 1642 1443 170.0 756 136.9 1443 170.0 756 117.3 1443 170.0 756 102.6 1443 170.0 758 5480 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 1700 754 1700 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 /70.0 661 103.1 1353 170.0 861 902 1353 170.0 861 60 In 170.0 895 170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 878 146.1 1216 170.0 944 129.9 1218 159.6 936 116.9 1218 1521 924 97.4 1218 146.1 913 63.5 1218 146.1 913 73.1 1218 146.1 913 63 In /70.0 930 170.0 745 170.0 1116 170.0 850 1502 1150 166.0 933 131.4 1150 153.0 914 116.6 1150 1419 696 105.1 1150 1342 685 67.6 1150 126.7 671 75.1 1150 126.2 870 65.7 1150 125.2 870 66 h 170.0 974 170.0 789 152.4 1046 185.8 881 130.6 1046 146.6 664 114.3 1046 133.1 650 101.6 1048 123.4 839 91.4 1045 118.8 830 76.2 1048 109.4 821 65.3 1048 105.2 816 57.1 1048 1082 818 72In 140.8 880 147.9 764 117.4 880 126.0 748 100.E 880 110.8 734 65.0 860 100.0 722 782 880 92.0 712 70.4 680 862 705 58.7 660 792 693 50.3 860 76.5 665 44.0 680 76.4 866 76In 119.7 790 125.1 690 998 790 106.4 875 85.5 790 93.3 563 74.8 790 83.9 652 66.5 790 76.9 643 59.9 790 71.7 635 49.9 790 85.1 624 42.8 790 62.1 619 37.4 710 619 617 78 in 110.6 750 115.5 657 92.3 750 98.1 644 79.7 750 85.9 632 682 750 77.1 621 61.5 750 70.6 612 55.4 750 65.7 605 462 750 69.4 594 39.6 750 56.2 588 34.5 750 55.5 588 900 721 563 744 500 60.) 563 629 491 51.5 563 54.8 483 45.1 563 46.9 475 40.1 563 44.4 465 36.1 663 409 462 30.0 563 362 452 25.6 563 33.3 445 22-5 563 31.8 442 96 In 59.4 495 81.1 443 49,5 495 51.5 435 424 495 44.8 427 37.1 495 30.9 421 33.0 495 36.1 415 29.7 495 332 409 24.8 495 29.1 400 212 495 26.6 394 18.6 493 25.0 390 108 in 41.7 391 42.8 353 34.6 391 35.9 345 29.8 391 31.1 342 26.1 381 27.6 337 23.2 391 24.9 333 20.9 391 226 326 17A 391 117.7 321 14.9 391 17.8 315 11116 36.4 370 39.2 335 32.0 370 33.0 330 27.5 370 25.6 325 24.0 370 25.3 320 21.4 370 22.5 316 19.2 370 20.9 312 16.0 370 15.1 305 12016 30.4 317 30.9 289 25.3 317 26.0 284 21.7 3/7 22.5 280 19.0 317 19.9 276 16.9 317 17.9 273 144 in 17.6 220 17.8 203 _ Anchor Capacity Table (Ibs) Anchor Clip Patterns SU:abate) 2.7k Concrete 3.5k Cone. Hallow 0411 Riad G5U PT Wood Metal Anchor Type: 3/16' Eke Ubacon 1/4' Eko U085Or1 5/16' Eko Uhacan 3'16 Eko l9tracan Ile Otto Ullrxm 1/Y 55 Eco A900Gekr 5(16 Eloo Uaracon 1/4' 66 Eko AggreGator 810 Soot screw (65) 8'12 sled Sow (65) 812 Sled screw 635/ Edg. Oktence 0n):. 1' 2-12' 1' 2-12' 3.1/8' 1' 2-1/2' t' 2-12' 2" 3-1/6 Z' 0.48' 0.54' 0.324' Ernoeonem fink 134' 1-3/4' 13/4' 13r4' 2' 14/4' 1-1/4' 1-1/4' 1-114' 1-1/4' 1-1/4' 2' 1S6 1-381' wits 2 Anchors C S /An. O.C. l (2) 295 Mgle CAP. / ((019. 1k 390 Ito 390 8s 450 Cs 890 00 1700 Os 27015r 1 28015s 354 9s 740 C6 374166 720 60 9461bs 341 106 442 Its 560 0s 4 Anchors 8 3.5" Mir/ 0.C. / (2) 21,5 Aryls CJSs / IF9. 21) 76010 780 Me 7901bs 167010) 2525 Os 5401bs I 560lbs N/A 1120 O6 748 Its ago IX 19921os 682 nM 6851bs 1120 Oa 6 Anchors ® 271' Mh. 0.C. / (2) 2a5 Angle C6p6 / (Fry. 3): 1120117s 1120 Oa 958 No 22461bs _ 2254 Its WA I 8401be _ N/A 1059 Os WA 1320 05 WA 1022 Os 1327 Its 1653 Ito FIGURE 1: • FIGURE 2: FIGURE 3: • • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED 1N PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 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 SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CM U) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 5G 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). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 510 Si *12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITYADJUSTMENT FORMULA: (DP ,)X ( ANCHOR CAP.,,»,,,,1) ANCHOR CAP.o \ 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. .125' 30' SAY MULLION lY 0 0 00 5 3 Z 5 Z On co yo co 0 O m0 n_ w (O Ao Y co sO PRODUCT REV SED as complying with the Florida Building Code NOA-No. 17.0630.11 Expiration Data 05/26/2021 By Mia roduct ContrM� 1' 19NY LYNN L10ENgF'•. `�Cn * No.58705 ATEO A/UdW(Q l ff►� P.E. FL P.E.# 58705 • • • • • • • • • • • • •• •• • • • •• • • • • • • •• •• • • • • • • • •••• • • •• • • • •• • •• •• • • • • • • • •• •• • • • • • TABLE16A • • • • • • • • • • • • • • • • • AA:11a1CaaaIit% Ta61e (Ib448) • 3,25" 45 DEG, AL BAY MULL Ope161g flit•(for ssrlicaP7•pert/ng on454e) or Opeing Nilght_Ifor 1u rtaly-spsmrig majors) 50 in 60 In 70 61 • • • • Min • • 901n• • • • 1001n 120 in 14C In 1601n Rectangasr 1846ng Tmp'Tria'p. loafing Recenp4a Lording Trap/7ri6n9. Lowing Ractmglar Lowing Trap/Mum lowing Rectangular Lacing TrapRnwlQ Oaring Roolaccia Loosing ha,N131eng. Loading Rectangular Lowing TrapTrial9. loading Rectangular Lna4n9 Laparlong. Loaln5 Diu Lowing Trep/Trinne Loafing Rectanpia toeing Trap/Tisn6. Lofting =. � g o .� Anchor Capacity [Required (Ibe) i" E. ti icy2. Anchor Capacity LRaguirad pbs) r � err a.-. asAlt u L@ a1 d`a z u � F f i-, c4 " o� [1_- I1: I i7 oil 8 fo i (it -�. a`2` li X g c3 Eck 9 der if �7 c a d`V'i a • & v _ •za ii•a e�•g• �o° � 4�••5 �rr•E�pa• • c1 g• •BC 1 of - � [? 4• :• • �_ • �.. s 1 u = do •� a8 F S ��,� t ty aB 4 Mullion Capacity Ob tft2) n 14 e , 8 g o 3 Sy -1! io - 1 c� 11$ a`¢e s� S u �� E io -€ li 6 a`¢ " 6 r:7 �c f l B_ 11a d`a yes cS �c f S c'pR tP G :ill c`S 11 r-.. p c3 `• 1 arc c3 rfF g --. a ri o =e ,1 acz" Mullion Capacity (lbe/p2) Anchor Capacity Reguired(Iba) £ C J 2 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 9B2 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 11171 170.0 521 40 in 170.0 708 170,0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 6131 170.0 1275 1700 677 170.0 1417 170.0 680 163.7 1637 170.0 600 140.3 1637 170.0 680 1228 1637 170.0 680 50.625 in 170.0 747 170.0 563 170,01. 896 170.0 831 170.0 1046 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 756 12.1 1552 170.0 756 110.4 1552 170.0 756 54 In 170.0 787 170.0 612 170.0 958 1700 691 170.0 1116 170.0 754 1700 1275 1700 803 1700 1434 170.0 837 155.2 1455 170.0 858 120-3 1455 170.0 861 110.8 1455 170.0 961 97.0 14556 170,0 861 60 5, 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1309 1635 994 104.8 1309 157.1 982 89.8 1306 157.1 962 789 •1309 157.1 662 63 In 1700 930 170.0 745 170.0 1116 170.0 550 162.9 1247 170.0 940 1425 1247 164.5 983 126.7 1247 1526 965 114.0 1247 144.3 952 95.0 1247 136,2 936 81.4 1247 135.7 935 71.3 1247 135,7 935 66in 170.0 974 1700 739 170.0 1168 170.0 903 148.4 1190 183.7 965 129.9 1100 147.9 945 115.4 1190 138.6 928 103.9 1190 128.4 914 86.6 1190 119.5 880 742 1190 118.1 883 64.9 1190 110.1 893 72 in 161,6 1010 169.8 e/7 134.7 1010 144,E 857 115.4 1010 1272 642 101.0 1010 114.7 826 89.6 1010 105.E 617 60.8 1010 98.8 807 87.3 1010 90.8 795 57.7 1010 87.8 760 50.5 1010 87.7 780 137.4 8 ma76In 143.8 792 114.5 905 1220 775 96.1 906 107,1 761 85.9 906 962 749 70.3 906 682 738 88.7 906 82.3 729 57.3 906 74.7 718 40.1 906 712 710 429 906 70.6 700 78 in 127.1 861 1325 754 105.8 861 1125 736 906 661 96.6 775 79.4 061 88.5 713 70.6 861 61.0 703 83.8 661 75.4 694 57.0 BBI 68.1 681 45.4 881 64.5 675 38.7 861 83.7 672 90 In 82.7 646 35.4 574 63.9 646 721 564 56.1 646 62.9 554 51.7 646 58.1 545 48.0 646 50.9 537 41.4 648 47.0 530 34.5 646 41.5 519 29.5 846 362 511 25.9 646 36.5 507 961n 682 568 70.1 508 58.8 568 50.1 409 48.7 568 51.4 401 426 568 45.5 403 37.9 561 41.4 478 34.1 566 38.1 470 28.4 568 33.4 459 24.3 5,38 30.5 452 21.3 538 26.7 447 10E in 47.9 449 46.9 405 39.9 449 41.2 399 34.2 449 35.7 303 29.9 449 31.7 387 26.6 449 28.6 382 23.9 449 26.1 377 20.0 449 22.7 380 17.1 449 20.4 361 15.0 446 18.9 356 111 in 44.1 425 45.0 385 38.8 425 379 379 31.5 425 32.8 373 27.6 425 29.1 387 245 425 282 362 221 425 24.0 358 164 425 20.7 350 15.8 425 16.8 343 1206 349 364 35.5 331 29.1 364 29.8 326 24,9 361 25.8 321 21.8 364 22.8 317 19.4 364 20.5 313 17.5 364 10.7 309 144 In 202 253 20.4 233 16.8 253 17.1 230 TABLE 168 Anchor Capacity Table (Ibs) Anchor Cap Patterns Substrate: 27k Concrete 3,5k Caw, Hollow CMU Rled (28U PT Wood Me. Anchor Type' 616 Eke Uancan 1/4-Eko tliraeon 5/16 Elco UbaCoO 3/16 Eko Utrocom 1/41 El. Ammon 1/4• SS Eko Ag9reGabr 5/16 Eko L7lmcon 1/4' SS Boo A991e6604 MO Steel Scree, (GS) 412 Steel ScreW (05) 612 Sled Saw(G5) Edge Distance (Ink 1 2-1/2' 1' 2-121 3.1/8' 1• 2-1/6 1' 24/21 7 3-1/62' 0.45• 0.54' 0.324• Embedment (Ink 13/,7 1-3/4' 1-3/4' 1-3N' 2' 1-1/4' 1-1/4' 1-1/4' 1-7/4• 1-1/4' 14/6 7 1-3/6 tyr vines 2 Anchors 0 5' Mla O.C. / R) 2,5 Anpk Caps / 09. 1 k 390 IN 390 50 450 as 8901ba 1700 Ds 270 Ibs 280 9e 354 0s 740 bs 374 10s 770 9s 946 to 341 la 442106 500 Ds 4 Ancho s M 38' Mrt O C. / R) 2a5 Angie Clips / (Fig. 2k� 750 Ito 780 Ito 790 he 1870 10, 2525 Ws 540 On 560166 WA 11201bw 74815s 880 the 189216s 68215s 88516s 11201es O. 6 Anchors 83 271' Mn C. / pias Ar42n Caps / (Fig. 3k 112310s 1120 I0s 958106 2246 les 2254 es WA 9401es WA 10591bs N/A 1320166 WA 1022 Ds 1327 Ds 1630 @6 FIGURE 1: • FIGURE 2: • • • • FIGURE 3: • • • • • ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS. 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 NULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND M'JLL)ON CLIPS SHOWN ARE NOT TO SrA1 F. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-F1LLED 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 .C45' 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. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X / ANCHOR CAP.,,,,,,,,,) _ANCHOR `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 .125 45' BAY MULLION 90 w N 0 0 0 O 0 N U D_ O O 63 W W 2 co 2 I -- co W 0 z 2 EU ll a Z Z of Co c0 t4o 1-' 0) m 20 z N O m0 o 2 0 Tce 12 PRODUCT REVISED as comply ng with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 By Mien a roduct Control \\11I111I//// �N,s(NNi �YNN'bi''% •' GENSF••.•1,e CT' *: No. 58705 N`: A. L.111414 MILLER, P.E. FL P.E.# 58705 • •• • • • • • • ••• • • • ••• • • •• • •• •• • • •• •• •• • • • • • ••• •• • •• • •• • •• •• •• • • • • •• •• • • • • • --I 1.000' (-- F 2.0I`00' L .125" .125 1' X 2' X .125" MULLION 606346 ALUM. XSECTION .375 MIN. 375 MIN. 2.000 ti --1 1.000" I-- 2.000" ' X 2 X.375" MULLION 6063-76 ALUM. XSECTION --.125' STANDARD CLIP 6063-T6 ALUM. X-SECTION 125' STANDARD CLIP 6063-76 ALUM CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. 5.500 .375' MIN. .125"- "T .740" OFFSET CLIP 6063-T6 ALUM. TOPVIEW .12 • •• • • • • • • • 125' 2.75i' • 1 • •• • • • • 1 • • • 1 • 1 • • • • • •• •• • • • • • • • •• 2.750" • •� • •• •• •• • • • • .376' • • • • • 7 I i' X 2.75" X .375" MULLION 6063-T6 ALUM. XSECTION 2.125" U.CUP 6063-T6 ALUM. X-SECTION --i .740" F� .338" MIN. U-CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR 0.C, DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 1/16". TABLE B • 1.0• 0. .125' 1' X 2.75 X .650' MULUON 6063-76 ALUM, X-SECTION F--.125' F 2.000" I-1.000"-I 1' X 3.125" X.5' MUWON 6063-76 ALUM, X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAME 1 EH: ANCHOR DIAMETER + 1/16". I--1250"--1 1.25 X 3.188" X 265" MULLION 606376 ALUM. X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW Mull Dimension (sheet#) PGT Part # Mullion Std. Clip Offset Clip U-Clip Angle Clip 1" X2" X.125" (5) 66605 66611311 6681118M 666243M 866511M 1" X 2" X.375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X .375" (7) 66607 666115M 6661120M 666245M 666513M 1" X2.75" X.650" (8) 66608 666116M 6661121M 666246M 666514M 1" X3.125" X.500"(9) 66637M 6661116M 6661114M 666242M 666515M 1.25' X3.188' X.265'(12) 66641M 6661117M 6661113M 666241M 666516M 1.26' X2.11" X.125" (18) 69370 N/A WA N/A 6665171.1 NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A r1.266"-1 1.26" X 2.11' X .125' MULLION 6063-T6 ALUM. X-SECTION Dimension Value (In) For Mullion: A 1.625 8 2.654 1 X2' X.125' Aluminum C 0.895 Tube Mullion D 0.740 A 1.125 B 2404 1 X2' X.375" Aluminum C 0.635 Tube Mullion D 0.490 A 1.876 8 3.000 1 X 2.75" X .375 Aluminum C 0.757 Tube Mullion D 1.118 A 1.312 1'X2.75"X 8 3.000 .650' C 0.476 Alumklum D 0.838 Tube Mullion A 2.000 B 2637 1 X 3.125- X Alum C 0.863 .500" Tube Mull D 1.137 A 2.625 125' X 3.188" X.285' Alum B 3.262 C 0.862 Tube Mull D 1.762 1.26"X2.11'X A 1.813 .121" Alum Tube Mull .125 cc 0 0 O U cc cc 1n z 0 -J 25 W m 7 F- 2 7 z 2 7 -J z Z 1/) W 00 Q a 2 1n z 0 to Z w 25 C1 0 J 0 O Z Z 0 7.1 7 25 8 In N 6N 0_ 0 10 Z 0 1 m N Qo rn o`O Z A 0 .1n N 0 g0 2-, PRODUCT REV SED as comp ng with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 BY Miami a roduct Control i Y LY.N/y• * : No. 58705 7jrrNAL11111 " A. LYNN MILLER, P.E. FL P.E.# 58705 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • • • • • •• •• • • • • • --1 1.000" 1- .125" 1 X4'X.125' MULUON 8063-T6 ALUM. X-SECTION h--7.594' 3.250" .820" 1.250" 1.25" X 3.25" X .100" MULLION 6005-15 ALUM. X-SECTION .125" 30' BAY MULLION 6063-16 ALUM. X-SECTION ONLY ON MACTORY ULLED' VERSION .100' 100' .100' --1 1.000" 1-- .063' .062" I I 062° .438" 4.000' .375" 1'X4'X.375 MULLION 6063-76 ALUM. X-SECTION 1.594' 3.260' .624' ( .820' 1.250 1.25' X 3.25' X .624" MULLION 6005-15 ALUM. X-SECTION .125'- .031" .155" 3.250"45" BAY MULLION 6063-16 ALUM. XSECTION 1.062"-I • 1' X 4" X .375" T-MULLION 6063-T6 ALUM. X-SECTION 3.94" I--1.250" • • • • • • • • • • • 625' 375' • • • • • • • • • • • • • • • •. • • • •• • •• •'• ••• 125" STANDARD CLIP 2.000" I i 6063-T6ALUM. • • • • • • • I • i• • XSECTION • • • • i• .125" • • •• • • • • • • • • •• .100" 624" --I .820" I- 125" X 3.94" X .624' MULLION 6005-15 ALUM. X-SECTION .375" MBJ. 2.876" .375' MIN. .500" • 3.125' CUTHEEREF1AITO P, SEE - CREAT DETAIL F, SHEET4 CENTER OF ANCHOR HOLE MJST LIE WITFON THE DASHED BOUNDARY. SEE SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE CIAMETER: ANCHOR DAMETER + 1/16". NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15, 19 8 20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500" STANDARD CLIP 5063-16 ALUM. TOPVIEW OFFSET CLIP 6063-76 ALUM. TOPVIEW .125' 1-.375" U-CLIP 6063-T6 ALUM. XSECTION 2.000" 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'. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1/16'. U-CLIP 6063-T6 ALUM. TOPVIEW TABLE C 2X5 ANGLE CUP 6063-T6 ALUM. X-SECTION 5.000" Dimension Value (in) For Mullion: F 3.687 1"X4"X G 1.003 .125" H 2680 Aluminum I 3.000 Tube Mullion F 3.187 1" X4" X G 0.757 .375" H 2.430 Aullin= I 3.000 Tice 81" F 2.250 125"X3.25' G 0.750 X.100" H 1.500 Aluminum I 3.250 Tube Mullion TABLE D TABLE C CONT. Dimension Value (In) For Mullion: F 1.938 1.25' X325' G 0.500 X.624" H 1.438 Aluminum t 3.250 Tube Mullion F 2625 1.25' X3.94" G 1.125 X .624" H 1.500 Aluminum I 3.250 Tube MulOon F 2813 30' Bay Mull F 2875 45' Bay Mull 375' MIN. .375" MIN. 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW Mull Dimension (*beet 16 PGT Part 14 Mullion St4. Clip Onset Clip U-Clip Angle Olp 1"X 4" X.125"(10) 69364 666111M 8861122M 866241M 66651651 1"X 4" X.375"(11) 66610 666112M 8881123M 86824254 66851654 1" X4" X.375" 7'(11) 66653 658112M 686112351 66624254 666519M 1.25" X3.25" X.100" (13) 20161020312 6661127M 6661124M 868241954 66651151d 1.25" X325"X.624" (14) 20161/20315 6661126M 6661125M 6662411M 6685116M 1.25" X 394" X.624" (15) 20162 8661117M 6661126M 666241M 86651754 30 Degree (19) 66649 E/A N/A N/A 6685110M 45 Degree (20) 66560 NIA N/A WA 6685111M N IN 6 U D m i 8 5 Z 01 N go r- m m N 0 m0 o' m O 0 rc0 PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-0630.11 Expiration Date 05/26/2021 By Blom Da roduct Control- 001111111//A I oNQ LYNN �<••'• LICENSE�/ No. 58705 • . STATE OF • ([/� T . :�CCSV '•f,ORIOE-.••'G\�� ,'/SIONAL tE�. A LYNN MILLER, P.E. FL P.E.# 58705 • • ••• • • • ••• •• •• • • •• • •• •• • •• • • • • • • • • • • • • • • ••• • • •• • • •• •• • •• •• • • • • • • • • • • • • • • TABLE E Mull Dimension (sheet It) PGT Part* Mullion Std. Clip U-Cllp Angle Clip 2" X4" X.25" (16) 66802 666261M 666271M 6665112M 2' X6" X.25" (17) 66604 866262M 666272M 6RD/113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .250" .250' 2" X 4" X.25" MULLION 8063-T6 ALUM. X-SECTION 2' X 6" X25' MULLION 6063-T6 ALUM. X-SECTION 375" MIN. .375" MIN. • • • • • • • • • • • • • • • T•— •• 1.490' • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • STANDARD CLIP 6063-T6 ALUM. • X•S§FTION• • • • • • • • • • • • • .12 " • • •• • • • • • • • • •• 5.000" — CUrHERETO .375 rmit, 3.500' CREATE FCUP, SEE DETAt. F, r- SHEET4 I I 1 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 1/16'. 3.500" 5.500" STANDARD CLIP 6063-T6 ALUM. TOPVIEW CUT HERE TO CREATE FCUP, _ SEE DETAIL F, r SHEET4 8" .375" MIN. 4.688" 5.4: I I I STANDARD CLIP 8063-T6 ALUM. TOP VIEW 2.125 --� 1--.125" U-CLIP 6063-T6 ALUM. X-SECTION .125 U CLIP, 6063-T6 ALUM. SEE) FOR 2" X 4" MULLION, SHEET 16 TOPVIEW CENTER CF ANCHOR HOLE MUST LIE — WITHIN THE DASHED BOUNDARY, SEE SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16•. 375" 5.438' U-CLIP 6063-76 ALUM. USED FOR 2" X 6" MULLION, SHEET 17 TOPVIEW 2. 3.438' 1 1—.125" 2X5 ANGLE CUP 6063-T6 ALUM, X-SECTION 5.000' .375" MIN. .375' MIN. 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. �— WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1116". 2X5 ANGLE CLIP 6083-T6 ALUM. TOPVIEW N 0, S 8 5 O z 0 0 0 it a 8 U 0 Z O (7 z W 2 0 a J U 0 z 0 D 5 ;8 U CD 0 CO 5 4 zz 8 9 i rn 0) 0 1- 10 8 Z Y 1n 0 ce Y cn O cn b4 � PRODUCT REV SED as complying with the Florida Building Code NNoa-No- 17-0630.11 Expiration Date 05/26/2021 By MIamt Da Product Control 1111111111/1j 01,1Y • LYNN y/i * - No.58705 *S ATE S O l�G �• A. LYPINi 4 (I I h, P.E. FL P.E.# 58705 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • . • •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • EXAMPLE 1: SINGLE VERTICAL MULLION 72' MULLION LENGTH NO ANCHORS N HEAD L_ SEE FENESTRATION FENESTRATION PRODUCTS APPROVAL SEE DETAILS, SHEETS 2-3 I7 SEE DETAILS, SHEETS N'O ANCHORS IN WINDOW SILL 32 3Y -MULL WIDTH OPENING WIDTH THE BUI6DI4,9 SU rgATE IS tiWN 1:APWOOD OIIALL F0(1 SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0/-60.0 PSF. i)RNDOALLY ASSUMING •HAIA 1.VWOE MIOLLIOISIS SU TVLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1' =65'. REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MIST BE USED. SCAN SHE MYLLIQN TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4" AND WILL MEET OR EXCEED THE REQUIRED D�SI(�I1 PKIESSURE OF *60.13#60.411 PSI. IF THE TABLE DOESNOT 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 T4SE 46, SIiPET 8.T HHE 1 275' g 452* MULLIO N (LENGTH = 72", OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE SI OPENING ANDAYYE IjSE IN S .7PP�ICCATIO 170TE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. • ••• • • • • •• • 2) USE TAILE 48 T• FIND THE Af•C•IOR TAPE. ANCHORDQUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE COPS M1TFI[4) 4112 ANCHGRSNA'E A CAPACITS OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP 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 +1-60.0 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 PSFj x l 636 LBS \ - 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48) 72.7 PSF/ EXAMPLE 2: MULTIPLE MULLIONS VERTICAL I MULLION LENGTH OPENING HEIGHT FOR HORIZ MULLION MULL WIDTH -I I-- SEE SHEETS 3s, --- 2J 38•, HORIZ_ MULL LENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO 8E 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 +50.0/-55.0 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 FROM TABLE 3A. SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF AND WOULD NOT BE SUITABLE 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 £71 LBS. BECAUSE T IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH 15 36"+36"+2 =74", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73- DIMENSION (35-1/2"+35-12"+2"=73'). 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 MANTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND D 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"+72"+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDALTRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16. THE 2" X 4' X .250" MULLION (@ 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 APPUCATION. 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 8" WIDE. IF THE MULLION CLIP WERE TO 8E 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. 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: 3/-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 70 THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULUON SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, HALL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLAT:ON SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 0) K to N N U OC -3 0 4 U Q Z 8 0 co oO (0 0 .(n 0 PRODUCT REV SED as comply ng with the Florida Building Coda NOA-No. 17-0630.11 Expiration Date r 5/26/2021 By Mia ..•- Product Control • 3 = No.58705 c 34' OF <(!. o: (,`.-A.(ORLOP..•..,-X (2 S oNAL IEN.` oA. LYNN MILLER, P.E. FL P.E.# 58705 • • ••• • •• •• • • • • • • • • •• •• •• • • •• • ••• • • •• •• • • • ••• • • • • • ••• •• •• • •• • • • •• • • • • • ••• EXAMPLES OF RECTANGULAR LOADING:• • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • •• S/ H / SH/DH — 1J Ar eV// — LOADING OF VERTICAL MUWON SILL OF WINDOWS NOT ANCHORED HH S/DH /� j SN/DH — _, .4IOL�I� +r t 4I J LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED HINGED DOOR 100 / o o / --- PW — SH/DH • •' .�1 . SP/DFi- - /�. •• • • • • • • • • • LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MUWON PW PW AIOANk'' 91� - PW LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS ••• • •• • • ••• ••• ••• EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: IA, I‘r OOOO,11 SGD AA1 ., LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS rIl'_- , LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: LOADING CF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. ALL RIGHTS RESERVED b 0 3 0 0 0 u3 N 1" N 0 re CD (�+) CO Z rn 03 om0 rn ii0 '8 z [[/2� mQict ID In 0 In PRODUCT REV SED as complying with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 roduct Control `\ 11111111//�/ 0NY O LYN/V1',, No. 58705