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WS-18-1400�sHO1S y� Miami Shores Village 10050 N.E. 2nd Avenue NE Q ""' Miami Shores, FL 33138-0000 "4 tea` OR1DA Phone: (305)795-2204 Project Address 325 NE 95 Street Miami Shores, FL Permit No. WS-5-18-1400 Permit Type: Windows/Shutters tork Classification: Window/Door Replacem Permit Status: APPRt?VED Issue Date: 5/25/2018 I Expiration: 1 V21/2018 Parcel Number 1132060136020 Block: Lot: Applicant ALAN RANDOLPH Owner Information Address Phone Cell ALAN RANDOLPH 325 NE 95 Street (305)613-2605 MIAMI SHORES FL 33138MA - 325 NE 95 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone KONSTRUCTICA LLC (786)246-2529 le of Work: NEW IMPACT WINDOWS 4 OPENINGS of Openings: 4 iitional Info: NEW IMPACT WINDOWS 4 OPENINGS ssification: Residential (Scanning: 3 Fees Due Amount CCF $4.80 DBPR Fee $2 10 DCA Fee $2.00 Education Surcharge $1.60 Permit Fee $140.00 Scanning Fee $9.00 Technology Fee $6.40 Total: $165.90 Valuation: $ 8,000.00 Total Sq Feet: 206 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-5-18-67653 05/22/2018 Check #: 6680 $ 50.00 $ 115.90 05/25/2018 Check #: 6681 $ 115.90 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consider at of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining th re and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting th s p assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for I L, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AF IT. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio g. Futhermore, I a thorize the above amed contractor to do the work stated. S ( May 25, 2018 futh,^ Signature: Owner / Applicant / Contractor / Agent Date Build g 0epartment Copy May 25, 2018 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION M/ BUILDING ❑ ELECTRIC ❑ ROOFING FBC 20 0 m4^ Master Permit No. V S I S 1 �w Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: -57� 1�, 9E S City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: )"Cxo'C�1?7—�' Is the Building Historically Designated: Yes NO Occupancy Type: Ste_ Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): A L-kq F%t�rpol Phone#:'%- Z D-44q v Address:_32'� L* 9j �9+' City: rI iA'P'l i State: Zip: -1� Tenant/Lessee Name: Phone#: Email: �) - CONTRACTOR: Company Name: ILCXI Q(,I✓{ LA'b Phone#: Address: 1251?.0 63AA13 212 City: Qualifier Name: f[_- Zip: hone#: State Certification or Registrationp s#: li���Z�11:1 Certificate of Competency #: DESIGNER: Arch itect/Enginee�r:I!L 1 c L G1lI j- Phone#: Address: 'io3� 5)-) 1/i-IRV, • City: r11A- State: K zip:SNA4. Value of Work for this Permit: $ 5;rm —4 Square/Linear Footage of Work: W(0 Type of Work: ❑ Addition ❑ Alteration ❑ New [Repair/Replace ❑ Demolition Description of Work: k Specify color of color thru tile. - - r\ ` Submittal Fee $ S6' 1 Permit Fee $ V CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. n L� r Signature Signature OWNER or AGENT CON CTOR The foregoing instrument was acknowledged before me this Am 1 day of mbl^z 20 rb by ^ho is oersonally known to MWr who has produced as and who did take an oath. NOTARY The foregoing instrument was acknowledged before me this day of `/I 1 20 by who IS per5onaly knnwn t0 me or who has produced as identification and who did.take an oath. NOTARY Sign. vyv Sign:_ Print: Print: Seal: 'k Notary Public State of FWWa Seal: Ana Maria de Cordova My Commission FF 217186 otw Expires04/05/2019 ***************** APPROVED BY (Revised02/24/2014) to t f FWida 7 Mild i • . My Cc its t F 217188 of M1 Expire -t�- 19 ************************************************** Plans Examiner Structural Review Zoning Clerk 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). Ackno dg nt: ifier/Owner Signature 0/. 00 f�l Date Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 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 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009:11/17/2014 CERTIFICATE OF LIABILITY INSURANCE Date 5/21/2018 Producer: Plymouth Insurance Agency This Certificate is issued as a matter of information only and confers no 2739 U.S. Highway 19 N. Holiday, FL 34691 rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the policies below. Insurers Affording Coverage NAIC # (727) 938-5562 Insured: South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A: Lion Insurance Company 11075 InsurerB: insurerC: Insurer D: Insurer E: Coverages The policies of insurance listed below have been issued to the insured named above for the policy period indicated. Notwithstanding any requirement, tens or condition of any contract or other document with respect to which this certificate may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions, and conditions of such policies. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date Policy Expiration Date Limits (MWDDNY) (MWDDNY) GENERAL LIABILITY Each Occurrence S Commercial General Liability Claims Made ❑ Occur Damage to rented premises (EA occurrence) Mad Exp Personal Adv Injury General aggregate limit applies per: General Aggregate Policy ❑ Project ❑ LOC Products - Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit Any Auto (EA Accident) Bodily Injury All Owned Autos Scheduled Autos (Per Person) Bodily Injury Hired Autos Non -Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Occur ❑ Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2018 01/01/2019 x I WC Statu- OTH- Employers' Liability tory Limits ER E.L. Each Accident $1,000,000 Any proprietor/partner/executive officer/member excluded? NO E.L. Disease - Ea Employee 31,000,000 If Yes, describe under special provisions below. E.L. Disease - Policy Limits $1,000,000 Other Lion Insurance Company is A.M. Best Company rated A (Excellent). AMB # 12616 Descriptions of Operations/LocationsNehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 92-68-135 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": Omega Roofing, Inc. Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s), while working in: FL. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Gient Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562. Project Name: ISSUE 09-01-17 (KLR). REISSUE 05-21-18 (KLR) Begin Date 1 18 2014 CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES VILLAGE Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. 10050 NE 2 AVENUE— MIAMI SHORES, FL 33138 WIND LOAD CALCULATION for � NEW WINDOWS for Mr. ALAN G RANDOLPH 325NE95ST MIAMI SHORES FL, 33138 qz = 0.00256 Kz Kzt Kd V"2 . . '..' .... .... ...... .' H= 18'-0° ...... .. ...... EXPOSURE-C •••• •• • V=175 MPH .... . .. ..... • ...... .. . ..... Kh= 0.88 •• •• • •• •••••• Kzt=1.00 . . . . ...... Kd= 0.85 • qh = 0.00256 (0.88) (1.00) (0.85) (175)^2 •• •"•'• •• ' qh = 58.78 PSF W=qh (Gcp +/- Gcpi) P= 0.60W IN P=qz (Gcp +/- Gcpi) PW(43"x62 3/4") A= 18.70 SF qh = 58.78 PSF ZONE 4 GCP= 0.95 GCPi=0.18 W= 58.78 ( 0.95 +0.18)= 66.42 PSF P= 0.60W = 0.60(66.42) _ + 40.00 PSF GCP= 1.05 GCPi=0.18 W= 58.78 ( 1.05 +0.18)= 72.29 PSF P= 0.60W = 0.60(72.29) = - 43.50 PSF w O P=qz (Gcp +/- Gcp PW(47"x62 3/4") A= 20.50 SF qh = 58.78 PSF ZONE 5 GCP= 0.95 GCPi=0.18 W= 58.78 ( 0.95 +0.18)= 66.42 PSF P= 0.60W = 0.60(66.42) _ + 40.00 PSF GCP= 1.31 GCPi=0.18 W= 58.78 ( 1.31 +0.18)= 87.58 PSF P= 0.60W = 0.60(87.58) = - 52.40 PSF ZONE 5 WIND PRESSURE ALLOWABLE GCP= 1.31 \\Lt�tl�,/// +80.00 GCPi=0.18 .....E .... 'ii 80.00 W= 58.78 ( 1.31 +0.18)= 87.58 PSF CiC, ' ��CENSF P= 0.60W = 0.60(87.58) _ - 52.40 PSF No. 20233 WIND PRESSURE ALLOWABLE _ WAN UF- 1 51 OUP S + 80.00 W - 80.00 E OF 441.`civi� rtzuG r�__id � � •. ,,� 4 FCOf21C7P. �\��� 6331 SW 12 7ERRACE. MIAMI , FLORIDA 33144 I P P.E. No: 20233 td:(305)586-47/6 WIND LOAD CALCULATION for NEW WINDOWS for Mr. ALAN G RANDOLPH 325 NE 95 ST MIAMI SHORES FL, 33138 — P=qz (Gcp +/— Gcpi) PW(59"x62 3/4") A= 25.70 SF qh = 58.78 PSF ZONE 4 GCP= 0.93 GCPi=0.18 W= 58.78 ( 0.93 +0.18)= 65.24 PSF P= 0.60W = 0.60(65.24) _ + 39.10 PSF GCP= 1.03 GCPi=0.18 W= 58.78 ( 1.03 +0.18)= 71.12 PSF P= 0.60W = 0.60(71.12) = 42.60 PSF ZONE 5 GCP= 1.36 GCPi=0.18 W= 58.78 ( 1.26 +0.18)= 84.64 PSF P= 0.60W = 0.60(84.64) = — 50.70 PSF WIND PRESSURE ALLOWABLE + 72.70 — 72.70 O \,�j111111,� E S/ \\ J��GENS, . CJ tS N0.20233 �(� NIANU�i SIQU�S i S7 OF ~ ^ `� ' F ii �'� • 6331 SW 12 TERRACE. MIAMI , FLORIDA 33144 P.E. No: 20233 td:(305)586-4776 MAMDdA�E MIAMI-DADE COUNTY � PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (7W 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governi4g the use af00Qr�atructio n. . • • • materials. The documentation submitted has been reviewed and accepted by Miavf-}Dade Cpup" RER - . • Product Control Section to be used in Miami Dade County and other areas where.albwed by the &thorny.. % Having Jurisdiction (AHJ). • • • • • • This NOA shall not be valid after the expiration date stated below. The Mi4tt •Did.e Cpt pty �Produret • Control Section (In Miami —Dade County) and/or the AHJ (in areas other than MiarA?—i)a.de Cbun't�) reser4e; • • the right to have this product or material tested for quality assurance purposes. �1;1i9 product. or material* fails to perform in the accepted manner, the manufacturer will incur the expense gt$yc*htesting aja the Alg•:: may immediately revoke, modify, or suspend the use of such product or materiel Wittin thejr jurisdicti%..:. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County 146851CContwl Section that this product or material fails to meet the requirements of the applicablerbLaing cod*.. : "": This product is approved as described herein, and has been designed to comply with the FlorArhuilding Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW-701/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., 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 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# 16-0629.14 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 Jorge M. Plasencia, P.E. ra NOA No. 17-0614.11 M1AMNDADECOUNTY �' %/ Expiration Date: February 19, 2019 Approval Date: October 12, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, PVgPared by manufacturer, signed and sealed by Anthony Lynn Miller, P.$ . • . • • • • • • • • • • ...... .. . ...... B. TESTS • • • • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading jw.EBC, TAS 2.02-94 : • • • •; 2) Large Missile Impact Test per FBC, TAS 20}-9 • • • • • • • 3) Cyclic Wind Pressure Loading per FBC, T'A:S7S3-94 :'. '. • • • • • along with marked -up drawings and installation diagram of �,'•�� sliding glass door, 0 : • a PVC fixed window and an aluminum sliding glass door, using' Kodispace ¢SG TU..;. spacer system, Duraseal spacer system, Super Spacer® NXT; M �p4cer system and XI, EdgeTM spacer system at insulated glass, prepared by Fenestratibn Testiv t..Aprato * * • Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.14) 2. 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 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014) and FBC-6'h Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 • • • • D. QUALITY ASSURANCE • • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resou"*ER). E. MATERIAL CERTIFICATIONS "" ' • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amer iNV Inc. Fr lieir "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers:.dated 01419/17, expiring on 07/08/19. • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray AmericdrInc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 005/T5, exp, ix on 07/04/ 18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 ERS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. Jorge M. Plasencia, P.E. P uct Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-6m Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by wtam*cturer, signed and sealed by Anthony Lynn Miller, P.E. .. "" • • • •; • 3. Proposal No. 16-1372B issued by the Product Control Sectioj4„ 14Z 11/0j/*9-*signeA.; by Manuel Perez P.E. 4. Proposal No. 16-0125 issued b the Product Control Section :" P y , �ated.03/091��, sjgned by Ishaq Chanda, P.E. • • • •; • • 5. Laboratorycompliance letter for Test Report No. FTL-721 1 : ; � jcd 03 �>•/ si ne7 : P P �. � � ��', g ..... and sealed by Marlin D. Brinson P.E. • ...... (Submitted under previous NOA No. 13-0502.03) • • • • • • 6. Laboratory compliance letter for Test Reports No. FTL-3825 acid FTL-3850, dat A..: 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Cr,.*Y.E. ` (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window— L.M.I." approved on 08/04/16 and expiring on 02/19/19. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: )February 19, 2019 Approval Date: October 12, 2017 E-3 t r MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami<Dade RER - Product Control Section to be used in Miami Dade County and other areas wheres•allowed by the Authority:: Having Jurisdiction (AHJ). • • • • • . • This NOA shall'not be valid after the expiration date stated below. The Miami-Dddd E'Muty Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade: "ounty) re".the right to have this product or material tested for quality assurance purposes. If this pj jJuct or rtllateMl fails•tr; • • perform in the accepted manner, the manufacturer will incur the expense of sur4 tq*s.*trng anaot,li eAHJ nfdy • • immediately revoke, modify, or suspend the use of such product or material within their jurisdiq ion. RtV *:' reserves the right to revoke this acceptance, if it is determined by Miami —Dade bounty P.rodilpt Control** Section that this product or material fails to meet the requirements of the applicable 1 wilding code'." This product is approved as described herein, and has been designed to comply Wit; the Florida BuildlIA •; Code, including the High Velocity Hurricane Zone. • • • DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 f Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. .... B. TESTS "' • • I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94..:.. 2) Uniform Static Air Pressure Test, Loading per-F�C, TAS 202-94; • • • •; 3) Water Resistance Test, per FBC, TAS 202 W - • • • •... 4) Large Missile Impact Test per FBC, TAS: Q4 ; Y4 V.• • • • 5) Cyclic Wind Pressure Loading per FBC, TAS W3-94 , • 6) Forced Entry Test, per FBC 2411.3.2.1, and fAS 203-94 . . • • *; • along with marked -up drawings and installation diagram d% clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test •Report V1e.. F.TL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05765111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51-' Edition (2014) and with FBC 61h 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. E - 1 i Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5`h Edition (2014) and FBC-6th Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial 'interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 0000 G. OTHERS • • • • • 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industrio�.Lnc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion •ErM.I., appraved if? • % 04/ 14/ 16 and expiring on 05/26/21. • • • • • • •0...... .. . ... ...... Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPENING WIDTH FOR VERTICAL MULL MULLIONS / - SEE DETAILS A-O,G,H; SHEETS 2-4 /J/ �/ ♦ ♦ \1 SEE DETAILS A THRU G; / ± / If I I SHEETS 2-4 II III I VERT. MULL LENGTH / III I / SEE DETAILS LHORIZONTAL A-0T2 MULL SHEETS 4 LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: ULL LENGTH OPENNG . HEIGHT j i MULL LENGTH L I -^OPENING WIDTH-- j SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. CODES / STANDARDS USED: GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BYOTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS ARCHES TO BE HAVE BEEN TESTED AS "FREE-FLOATING- AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL INSCRIBED INSIDE RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. SHAPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN1/180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN / SHEETS 2-4 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. OPENING HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE 7ABLE(S}, FOR HORIZONTAL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST SEE DETAIL E, SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT AS APPROPRIATE FOR SUBSTRATE MATERIAL. REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOAS FENESTRATION PRODUCTS MAY BE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NOWIMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH MANUFACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. BY PGT. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIG14T OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. (---HORIZ. MULL LENGTH ---I OPENING HEIGHT FOR HORIZ MULL V ULL MULL yd LENG TH OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL •2017 FLORIDA BUILDING CODE (FBC), 6THI EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015. •AISI S100-12 &AISC 360-10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR OR "TRIANGULAR/TRAPEZOIDAL". GENERAL NOTES ................. .......... 1 INSTRUCTIONS ...................... _....... 1 ELEVATIONS ................................... 1 MULL TO 2X WOOD ........................ 2 MULL TO 1 X & MASONRY. ........... - 2 INSTALLATION NOTES ................... 2 MULL TO MASONRY ....................... 3 MULL TO STEEL STUD ...... -........... 3 MULL TO MULL............ ................... 3 ALTERNATATE CLIPS.......-.._....._.4 SAY MULL INSTALLATION_ ............ 4 1 X 2 X .126 MULL SPECS ............... 5 1 X 2 X .375 MULL SPECS_.............6 1 X 2.75 X .375 MULL SPECS .......... 7 1 X 2.75 X .65 MULL SPECS....-.......8 1 X 3.125 X .500 MULL SPECS........9 1 X 4 X .125 MULL SPECS ...... ...... _10 1 X 4 X .375 TUBE MULL SPECS....11 • 1 X 4 X .375 "T' MULL SPECS ........ 11 1.25 X 3.188 X 265 MULL SPECS...12 • 125 X 3.25 X. lao MULL SPECS.....13 1.25 X 3.25 X .624 MULL SPECS_...14 • 1.25 X 3.94 X .624 MULL SPECS.....15 • 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 3.25 BAY MULL SPECS ......._. 20 s MULLION & CLIP DIMENSIONS...... 21-Z EXAMPLES 1 & 2................... ...... _.24 LOADING EXAMPLES ................ 25 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT2) FROM TABLES I 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 MULLION CAPACITY (LBS/FT2) 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 CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. MULTIPLE MULLIONS 7) IF THE MULLION CAPACITY (LBS/FT2) 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/M 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. W m W eq 0 a@ w N h 0 >- d 0 U z �r rc Ill O9 •v•. J c • a U) plot 00 5 •� IW all '= Qa • • .0 ,xZ sZ - Q Z O o C_O WC) U) cn ❑ ❑ �1 Y LU 0 LLI o a Q _ Z rn .Un PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05126/2021 BY de Miam Product Control \\� ♦`ONY i.....N��'% TZ No. 58705 C STATE OF ((7 IONAL �� �`♦♦` A. L4IGNMILIWHF�i3.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EDGE o c DISTANCE FOR WOOD F5WO SCREWS MAX FOR ALL MULLIONS TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1 B-169 EDGEIEND DISTANCE SEE TABLES 1B-138 SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO I S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) L1• EXTERIOR 4 � a v a' a EDGE c DISTANCE a9 0 FOR MASONRY e. ANCHORS o. . _LION PERSUBSTRATE, BUCKSTRIP TYP. ANCHORAND ATTACHMENT SEE SEE TABLES 1B-63B BY OTHERS, • • W O 2 Faj r v w`2 p �- •$x• • • • • • W cv Q L. O U LL • • • • • • • • SEE NOTE 1. • • • ... SHEET 1. .. °- I - ..... • di ` • CV .. e • •Z • • • LLJ LLI ••••� •: 7 KSI ' . ' - • • MIN 2.EDGE ' •� : • • • _ • : • • CONCRETE OR CMU i I DISTANCE, y� F�----� TABLR? •�i • • Cn •' 0000 SEE SEE yam} - • EDGE DISTANCE 1 B-13B • •r • • a = • • • • • e FOR MASONRY • • • Q O F_ • • ANCHORS • CD U) SIDE VIEW � O :. LU • ••:: • •r d e EITHER THE • 0. • • • Q ••••• • • a STANDARD OR z U • • _ OFFSET MULL Z m ® c U .4 CLIP MAY BE W Li gO e INSTALLED BY a ° c �Z THIS METHOD. Q Z �- r, a Z ~ Z Z Q. __ t- O Z N m� aiQ Fn _m j o 0 � Y Y U Z a Q z O ILg � a m m0 a. TYP. ANCHOR 0 m -PER SUBSTRATE, r SEE TABLES 16-13B PRODUCT REVISED BUCKSTRIP as complying with the Florida AND Building Code ^ A 17-0630.01 j - : • . ATTACHMENT N o. a ` BYOTHERS, EMBEDMENT' ': SEE NOTE 1, I Expiration Date 05/26/2021 SHEET I. I By Miami-0a roduct Control MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW 1tttilrrr<<� NY LYNN _ * No.58705 Q� S ATE OF' (� ` S70NAL e, A. LYN �ill'LLER, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CUP SHOWN.) 1 I TYP. ANCHOR EITHER THE I SUBSTRATE, STANDARD OR �/—PER SEE TABLES 1 B-13B OFFSET MULL I I CLIP MAYBE 1 f EDGE DISTANCE INSTALLED BY II I FOR MASONRY THIS METHOD I I ° ANCHORS a n a a . e G EXTERIOR d ` 8 a , THE OFFSET CLIP IS EDGE DISTANCE ° ° RECOMMENDED FOR FORMASONRY t �„ FIN -FRAMED ANCHORS a WINDOWS, BUT MAY ALSO BE USED FOR g a OTHER FRAME TYPES. TYP. ANCHOR d PER SUBSTRATE, SEE TABLES 1 B-138 TYP. ANCHOR PER SUBSTRATE, BUCKSTRIP SEE TABLES 1B-13B AND ATTACHMENT BY OTHERS, ' . a•. =IJ1 �• .. •+ 'a0.- SEE NOTE 1, �. SHEET 1. 3'. ' � EDGE • _DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-13B FRONT VIEW 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 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-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114" S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E: --1 [—.125•MIN. MULLION TO MULLION INTERSECTION C (U-CLIP) VARIES C i TOP VIEW VARIES ZINTERSECTION U-CLIP FRONT VIEW m w � N i NOTES: Cb o of 1) MAY BE INSTALLED IN 'TEE' OR 'CROSS- o INTERSECTIONS. c w 2) MAY BE INSTALLED HORIZONTALLY • �;,, • w (SHOWN) OR VERTICALLY. ' 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. : L j �� X ' • W •W • •' _ 1112 STEEL SCREWS • • U3 •1) 2 • • = -SELF-DRILLING OR PRE -DRILL F- • • • m I MULLION AND USE SMS zu O � MULLION Q ' Z • \ z Z_ U • _ z' �_ _ D_ ` Y m °U ;O p U �z r` EXTERIOR Q Z Z Z Z Q � Q Q Z 04 (F-- 3 FOR SEE SHEETS 21 2a u j H e hi cc m -� HOLE LOCATIONS r` J in o S � Y EDGE I x x � W � DISTANCE © F- to SEE TABLES 1 B-1313 i - V Z Q O Q Z (L 510 w 4 :>: 4 m 0 a:o SIDE VIEW 0 .0 DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) TYP. ANCHOR a PER SUBSTRATE. SEE TABLES 1EI-138 0. SEE SHEETS 21-23 FOR HOLE LOCATIONS MULLION FOR STEEL STUDS THINNER THAN FRONT VIEW 16 GAAND COMPLIANT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. EXTERIOR 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. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 ® Mlaml-0 a Produet Control �IEDGE DISTANCE �NY LYN���'�� SEETABLES �� �o A, SIDE VIEW , * No. 58705 -0 MF '•'c4ORIDR . i0 s�•1(.... N A�rX,'74"I r�,V.E. FL P. . 5870I5 s'• . • •••• • n w N ® CN Q N DETAIL F: DETAIL G: DETAIL H: 3� FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATIONwIL (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) O • ~ •' tail SEE DETAILS A-D, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. SIDE VIEW SHOWN WITH 1' X 4" X .125' MULLION )R 45' • r• • LL MULL • • •S O O • •_ • • c TOP VIEW " = • { • • 4 TYP. ANCHOR _ -PER SUBSTRATE, - SEE TABLES 158 OR 168 j 7YP.ANCHOR I i EXTERIOR t j o o aZ STANDARD MULLION CLIP I I PER SUBSTRATE, 1 i I Q Z MODIFIED TO FIT FIELD SEE TABLES 19-148 CONDITIONS. 1 "I I 2" X 5" ANGLE CLIP, ~ Z Q O) I I I I 2 PER MULLION END, MUST BE z N \ I 1 © I INSTALLED INSIDE OF BAY MULL. C_O CID — uirinu I i _ Q8 ^o^O INTO WOOD, STEEL, ALUM, CMU OR MASONRY EXTERIOR (D TYP.ANCHOR PER SUBSTRATE, SEE TABLES IB-13B STANDARD CLIP TO BE unnim;:11 INFIFI. D- INTO WOOD, STEEL, EDGE DISTANCE PERANCHOR 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 1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. 2" X 5" X .125" ANGLE CUP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G. SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. FCn - � 0 0 < ac's z C�n H wo c�Y 30 WN PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 0 Expiration Date 05/26/2021 By > w Miami-D Product Control to W tr 1-- J J d U Z c 1111tt LYNN LICENSE No. 58705 dT W�14 � F- ' G a A. LM NI!_Lt\A, P.E. 0 FL P.E.# 58705 TABLE 1A Mullion Capacity Table Opening Width (for vertically -spars ing mtAions) or Opening Height(forhod=nWlly-sparrft mulions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in Rectangular TraplTdang. Rectangular Trap/Tdang RectangWer Trap/Triang. Rectangular Trap/Tdang Rectangular Ttap/Triang• Rectangular TraprMaog. Rectangular Tmp/Tdang. Rectangular TiaplTriang. Rectangular TrapMang. Loading Loading Loading Loading Loading Loading 1 x 2 x Loading Loading Loading Loafing Loading Loading Loading Loading Loading Loading Loading Loading .125 Alum. Tube o ° u_ a _a1op ? °° a vMullion U�a U`moV Uo=i rud3` U_j�" Uv¢u7S ctb: U U w0 qU u r = n�, c j ris�a o_n0.`•.. u `- o t'8�, c• �'°5 ar m > a u ao '° c e y LXX i � �o $ 0450 u � a• Ix � cnmc a arci mla a aa € 408 129.5 332 93.2 408 115.6 WS 79.9 408 107.8 321 69.9 408 104.4 319 621 408 104.0 319 56.9 406 104.0 319 46.6 408 104.0 379 39.9 408 104.0 3t9 35.0 408 104.0 319 42 in 111.9 258 62.4 312 73.4 252 53.5 312 67.0 248 46.8 312 632 246 41.6 312 61.3 244 37.6 312 61.0 244 312 312 61.0 244 28.8 312 61.0 244 23.4 312 61.0 244 83.8 481n 74,9 312 61.5 223 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 26.e 281 49.3 219 22.0 281 49.3 2t9 20.0 281 49.3 219 70.6 234 53.2 281 50,625 in 53.9 251 247 44.8 199 329 247 41.5 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38 1 193 18.8 247 38.1 193 16.4 247 38.1 193 54in 52.6 247 57.5 207 43.9 247 49.8 2D2 37.8 e 60b 38.4 200 412 170 32.0 200 35.4 t68 27.4 200 31.6 183 24.0 200 26.9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 1W J 63in 33.1 181 35.3 155 27.6 181 30.3 152 23.7 181 28.9 149 20.7 18i 24.5 148 18.4 181 22.8 144 16.6 181 21.7 143 2 66in 28.8 185 30.6 142 24.0 165 26.1 139 20.6 185 23.1 136 18.0 165 21.0 134 72 in 27-2 139 23.3 120 18.5 139 19.9 118 15.9 139 17.5 118 78 in 18.9 125 19.7 109 15.7 126 16A 107 781n t7.5 118 18.2 104 TABLE 1 B Anchor Ca city Table fts Substrate: 2.7k Concrete 3.5k Conc. Hokow CMU Filed CMU PT Wood Metal 5116- Elco Ile SS Eko &Is Elco 1/4" SS Eko 910 Steel #12 Steel #12 Steel Anchor Type: 3/16' 17co Macon IX Elm Ultracon Ultraeon 3/16" Eko Uliracon 1/4" Eko Uhncm AggreGator Ultraoon AggreGator So few (G5) Screw (G5) re Screw (GS) Anchor Clip Patterns i` 2-1/2" 3110" 1" 2-1/2" 1' 2-1/2" 2' 3-1/8" 2' 0.48" 0.54' D.324' Edge 0isfefree (mj: 1` 2-t12" 1-3/4" 1-314" T 1-114" 1-1/4" 1-114" !•114" 1-1/4" 1-1l4" Z' 1 318' 1 310" pries Embedment MY 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (719. 1): 1,/4" 390 Ibs 1-3/4" 390 be 450 Ibs 890 bs 1644 Ibs 270 bs 2601ba 354 bs 740lbs 374 Ibs 664 Ibs 946 Ibs 341 bs 442lbs 56o Ibs Ibs 4 Anchors @ 1.IT Min_ O.C. / Standard (or Offset) Gip (Fig. 2): 480 Ibs 700 be WA WA WA NIA 3801bs WA WA NIA WA WA 682 bs 885Is 1120 Ibs 4Anchors @ 3" Min. Q.C. 1(2) 2x5Angie Clips I (Fg. 3k 780 bs 780 to Sao bs 1560 bs 1896 be 540 be 5601bs WA 760Ibs 74814s 880Ibs 1892 bs 682 bs 885 bs 1120 2 Anchors @ OAS" Min. O.C. / U-aip, into .125" Alum. (Fig. 4} WA WA WA WA WA WA WA WA WA WA NIA WA WA NIA 2211136 715 Ibs 260 Ibs 1 Anchor / F-Clip (Fig. 5k 1 195 Ibs 195lbs 225Ibs 445 Ibs ' 822 bs 135 Ibs 140 Ibs 17T Ibs 370 Ibs 187 Ibs 332lbs 4731bs 170 Ibs 2 Anchors @ 1.15" Min. O.Cl F-Clip -a. 8j 240 Ibs 350Ibe WA WA WA WA 1901bIM s WA WA NIA WA WA 341 its 442 Ibs 560 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE- I ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,,,. (DP,a) X ( '�) = ANCHOR CAP., MULLION CAP-,,,,,F USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES: • 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 0 • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --1 1.000" r- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 125 ANGLE CLIP MUST BE USED IN PAIRS. " 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED r FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" i THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT V X 2" X .125" MULLION • ® LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 0 ® THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. m N i�V ON 0 C W a �F U. U U �•� O • p� U • • 1 U. •• • rt7 •• N • ' w of � ° L1J • • Z LU • • a • . � .' r U1 J W •• ••yp• ••J • • • • U) _ �•C'T'i'� I- • ' O 0 -J% LU ' -J .Q r •• rG G= •• • Z z z U) z • >E 2 U� m U w W :2p F a_a 0 CfCc z ti 4? Q J Z z Q N Q z - 0- U) N 21 m (10 i (0 T7 0o 0 Y Y N LU X U X ¢ O O d zs( a g o m 0 l~O O 3� Cow PRODUCT REVISED as complying with the Florida Building Code NOAMNo. 17-0630.01 Expiration Date 05/26/2021 By -� Miami-0 Product Control .`��.��NYGEN •LYIµN� ��'�. ' No. 58705 17. O . STATE F . A. &NN M11L11Llli, P.E. FL P.E.# 68706 • • • • bee* • • Doe* I•••• 1•••• 0•••• • TABLE 2A Mullion CapacKy Table Ibslil? Opening Width (for vertically -spanning millions) or Opening Height (for hohmntaly-sparring mUGons) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 160 In Rectangular Trap/Tdag. Rectangular Trapr7riang. Rectangular TraprNag. Rectangular TraprTdang. Rectangular Traprfdarg. Rectangular Traplydang. Loading Loading Rectangular Trap/TrlaM. Rectangular TraplT ng. Rectangular _ TraplTtlang. Loading Loading Loading Loading Loading Loa>iing 1 x 2 x Loading Loading Loading Loading Loading Loadrg Loading Loading Loading Loafing .376 Alum. Tube Z & ,6, A g g � n� a � a 2^ m L_ s a m n �� ia°. � t ''3 ..., o a Ei m n 2_ m c 5� S a � a 2^ w� c 2 G r_ n �} m o a m e a U z 8 2 Mullion n n n a a �j or G F 14 rJ V O _ U U U G g�+ �1 lq _ G U y ry U _ taq V U _ U CC3 _ U v �"r c� C Vpp U ry cc C Y }U}55 •- •d (_7 •- (_j R`' C Q N r� Y C O '� O O •� �r p C_ O 3a� C (� o C 'S (y O C r- C (� o C (y O C L s LU �a 7 •3 50 �o V OS _ _C 7 O^ L $j� 9 ii C� Y K 3 C O$ G 3 �2 Y S yp m �' C., yp1 •2 Q K v IC G Q C sm G p C K `2 C m Q K 7 G C C Q R- j �L G 7~ C la Q 2• GCO q lL "d G COC.. Y Q rr. yp G Y C. is G C ap G G K L G a G Q G rY G G Q G Q 170.0 478 129.7 662 17U.0 506 113.5 662 169.5 518 100.9 662 16&9 517 90.8 rA2 168.9 517 75.7 662 16&9 51T 64.9 662 168.9 517 56.7 662 168.9 517 42 in 170.0 620 170.0 435 151.3 662 410 86.9 507 108.7 403 76.0 507 1026 399 67.6 507 99.6 397 60.8 507 99.0 396 60.7 507 99.0 396 43-4 507 99.0 396 38.0 507 99A 396 48 in 121.E 507 136-0 419 101.4 W7 119.2 74.1 456 9o.S 364 64.8 456 84.6 3W 57.6 456 ' 81.3 357 51.a 456 B00 356 43.2 456 80.0 356 37.0 456 80.0 356 32.4 456 80.0 356 60.625 in 103.7 456 114.6 379 86.4 455 99.9 371 WA AIM 67-S 318 47.5 4W 64.0 315 427 400 62.3 314 356 400 61.B 313 30.5 400 6t.B 313 26.7 400 61.8 313 54In 85.4 400 013 336 71.2 400 80.9 328 61.0 400 72.7 322 264 38.9 324 4&9 260 34.6 324 43.9 257 31.1 324 420 2S5 26.0 324 40.5r2l 22.2 324 40.5 253 19.5 324 40.5 253 $ 60 in 623 324 66,9 2T6 51.9 324 57.5 270 44 6 324 61.2 39.8 237 29,9 294 37.1 234 26.9 294 35.2 232 224 29C 33.5 18.2 294 33.4 230 16.6 294 334 230 C 63 tt J 53.8 294 67.4 252 44.8 294 49.2 246 38.4 294 43.6 241 33.8 294 25.0 26a 31.6 216 23.4 26B 29.a 212 19.5 268 28-0 16.7 268 27.7 209 14.6 268 661n 46.8 268 49.6 230 39.0 268 424 225 33 4 268 37.5 221 29.2 Zoe 341 218 23.6 182 1&0 225 221 180 15.0 225 20.3 12.9 225 19.6 176 11.3 225 19.6 176 72ih 36.0 225 37.9 f96 30.0 225 32.2 191 25.7 225 2&4 188 225 225 25.6 185 20.0 225 202 320 177 25 5 202 27.2 173 2f.9 202 23.8 !70 19.2 20Z 21.5 167 17.0 202 19.7 165 15.3 202 18.4 163 128 202 16.7 10.9 202 1!x 158 9.6 202 15.8 156 78 in 30.6 220 162 17.7 192 19.T 159 15.7 192 18.1 157 14.2 192 1&8 155 11.8 192 15.2 152 10-1 192 14.4 150 8.9 192 14-2 15. 78 in 28.3 182 29.8 168 23.6 192 25 1 165 20.2 192 90 in 18.5 144 19.0 120 15.4 144 16.1 125 96In 1&2 127 1 15.6 113 TABLE 26 Anchor Ca acRY Table bs substrate: 7-a Concrete 3.5k Core. Hollow CMU Filled CMU PT Wood Metal 5 /18" Elco /18 SS Eloo 5116' Elco 114" SS Elco 010 Steel #12 Sted #12 Steel Anchor Type: 3116" Elco Uilnacon 1W Elco Ultraeon Elc Y16` Eko U(lraeon 1W Eico Ultracon AggreGator ao1/4" Ultron AggreGator Screw (G5) Screw (G5) Screw (G5) Anchor Clip Pattems 2-1/2' t" 2-11T 3.1W 1' 2-10 1' 2-IZ 2" 3-1/8" 2' 0.48" 0.54' D-324" Edge Eyataance ¢[r Embedment (inX 1" 1.314` 1-3/4- 1-W 2' 1-1I4" 1 1-V4" 1-1/4' 1-1/4' 1-1/C 1-1/4" 2" 1'/8' 1-W %arias 2 Anchors @ 4.75' Min. O.C.1 Standwd or Offset dip (Fig. 11 390 lbs 390 lbs 450 be t190 es 1644 lbs 270Ibs 200 lbs 354 lbs 740 Rn 374 lbs 654 lbs 946 bs 341 lbs 442 the 560 Ibs 1120 lbs 4 Anchara @ 1.15" Min. O.C. I Standard (or Ortcet) Clip (Fig. 2X 480 The 700 lbs WA WA WA WA 380 lbs NIA NIA WA WA WA 6s 682 lbs 682 Ibs W5 tbs 885 lbs 1120 lbs 4 Anchors @ 3` man. O.C. 1(2) 2x5 Angle Caps / (Fig. 3X 180 Ibs 780 lbs 680 bs 1500 lbs 1896 ba 540 Ibs 560 Ibs NIA 760135 748 The 860 bs 1892 715 Me 2 Anchors EQ 0.45" Mini O.C. I U-dip, fnto .1W A-. (Fig. 4X WA WA WA WA WA WA WA WA NIA WA WA WA WA 170 lbs WA 221 Ibs 280IN 1 Anchor/ FC90 (Fig. 5X 195 lbs 195 Ibs 225 bs 445 bs an Ibs 1351hs 140 bs 177 Ibs 370 lbs 187 Ib6 332 Ibs 473 bs Ibs 2 Anchos 0 1.15" Min. O.C./ F-Itp (Fig. 8): 240 Ihs 350 Ibs WA WA WA I WA 190 lbs WA NIA WA WA WR 341 bs 442 lbs 580 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: s i 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP )x ( ANCHOR CAP.,.,._,.,,, _ ANCHOR CAP. `MULLION CAF--d, ) USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE - TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 000- j- 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. IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" DL375" HOLES TO BE DRILLED FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLEDL SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED CONCRETE BLOCK UNIT (CMU) SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF .125" YELLOW THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT V X 2' X .375' MULLION LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & i#12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. • •71 Lil� �S �O •• • "UJ • J • • ' � • O CO • •<4•r z fq • r Z PRODUCT REVISED as complying with the Florida Building Code NOA-Ho. 17-0630.01 Expiration Date 05/26/2021 By _--T Mlaml- ad roduct Control `11111111/// `\. 'If LT IY/V * • No.58705 tSATE !Ej RID s ol �0NAL 1� A. LYNN MILLER, P-E. FL P.E.# 58705 F- W W 2 2 1- U) W ti TABLE 3A Munion Capacity Table (lbse) Opening Width (for rrertically-sparming mu(lions) or Opening Height (far horizontaly-spanring mulions) in 70 in 80 in 90 in 100 in120 in 140 in 160 in 50 Rectangular in60 TrapfTdang. Rectangular Trap7lrfang. Rectangular TraplTriang. Rectangular Treplltfang. Rectangular Trapnriang. Rectangular TraplTrlang. Evading Rectangular Loading TrapfTriang. Loafing Raetangutar Loading TlapfTriang. Loading Rectangular loading TraplTrang. Loading 7 x 2T5 X Loading Loadng Loading Loading Loading Loading Loading Loading L.cadmg Loafing Loading y -a 0S a Tube W aG • • a mQ a a g'a Mullion 'c V 0, o U Lj2 4 b € F `�' '3� -y C75 � a $ p c a 92 $ cr G m a13 c �,ii c 9� ��. �a Fr K • z X aK- n c e QQ: 5 a �c a QK 5� u drrX '5 �c g 4K 9 = u Q0= 5�° is Q0: g... c Q� i c a <0: �� ¢ �a 2 i!s QIr �� Q0: �c 42' 4r>: �c Q0: ¢K 170,0 T44 170.0 478 170.0 868 170-0 5W 170.0 SM 170.0 519 170.0 1116 170,0 621 170,0 1240 170,0 521 148.7 1301 1T0.0 521 127.5 1301 170.0 521 11i.5 1301 170.0 521 42fn 1T0.0 620 t70A 435 1133 170.0 661 151.8 1139 170.0 677 136.6 1t39 170.d 680 113.9 1139 170.0 680 97.6 1138 170.0 680 85.4 1f39 170.0 680 48in 170.0 708 17D.0 524 1T0.0 850 170.0 5M 170.0 982 170.0 630 170.0 117.4 1032 t70.0 756 97.9 1D32 170.0 756 83.9 1032 170.0 756 73.4 1032 170.0 756 170.0 747 170.0 563 170,0 WS IM.0 631 167.8 1032 170.0 684 146.6 1032 170.0 723 130.5 1032 170.0 747 709 50,625in 907 164.7 730 120.9 907 152 5 720 107.5 907 145.0 714 96.8 907 141.1 710 80.6 907 140.0 709 69.1 907 140,0 709 60.5 W7 140.0 54in 170.0 797 170.0 612 t61.3 907 170.0 691 13112 78.4 735 99.5 583 70.5 735 95.1 578 58.8 T5 91.E 574 50.4 735 9t_8 574 44.1 735 91.8 574 60In 141.1 735 151.5 625 117.6 735 130.3 fill .100.E 735 116.0 599 8 2 735 i081 590 521 43.5 668 75.6 521 38.1 666 75.6 521 63in 121.9 666 130.0 570 101.6 668 111.5 657 87.0 6% 98.9 547 76.2 666 gat 538 67.7 666 93.9 531 80.9 666 79.8 526 50.8 666 75.8 96.1 511 75.7 607 85.0 501 661 607 77.1 493 58.4 60T 71.5 48fi 53,0 607 67.6 481 442 607 63.4 476 37.9 607 62.7 474 33.1 807 62.7 474 C 66 in 106.0 607 112.4 522 88.3 60'7 51.0 510 57.9 419 45.4 5.10 53.3 413 40.8 S10 50.0 408 34.0 510 45.9 402 292 510 44.4 399 21.7 399 J 72in 61.6 510 65.8 443 88.0 510 73.0 434 58.3 10 64.3 426 44.6 373 34.7 45B 4i.6 368 289 458 37.7 362 24A 455 36.0 359 21.T 458 438 35.3 35.7 58 358 3 76In 69.4 458 72.5 400 57.6 458 61.7 392 49.6 458 54.1 385 43.4 458 48.6 375 35.6 4W 344 22.9 435 326 341 201 435 322 340 78in 64.2 435 67.0 381 53.5 435 56.8 373 46.9 435 49.E 36S 40.1 435 44.7 360 35,7 435 40.9 355 32.1 43S 381 351 268 435 34.4 41.6 327 43.1 29C 34.8 327 36.4 285 29.9 32T 31.8 280 2&1 327 Z8.3 275 232 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 258 90 in 287 26.0 24B 21.5 287 23.t 244 19.1 287 20.8 2t0 17.2 287 19.3 237 14.4 267 16.9 232 96 in 34.4 287 35.4 257 26.7 287 29.9 252 Z4,8 10 nin 242 7 24 173 180 19813 1 227227 16.0 195 1 11 23 215 19.1 191 15.9 215 16,6 188 17 18 17.9 1671in 14 w M^- ^01 /-A S Ar"TV An If TABLE 36 Anchor Ca ity Table Ibs Substrate: 2Tk Concrete 3.5k Cone. 14011vw CMU Filled CMU PT Wood Metal /16 " Elco 5119 1/4" SS Elco 5116" Elco 110 SS Elco 910 Steel h112 Steel 912 Steel Anchor Type 9/t6 Ebo lHtracon 1/4• Elco Ulltacon on 3I1G Elco Uttmoan 1/4" Elco Ultraeon AggaWator UBracon AggreGdu Screw (t35) Screw (G5) Screw (GT Anchor CUP Patterns 1" 2-1/2" 3-1/0" 1' 114' 1" 2-11r 2" 3-1/8' 0.48" 0.3 Edge Distance (inj: 1' 2-W" 1-314' 13/4' 2" 1-1/4 7-V4" 1 1-1/4" 1-1/4" 1-1/4" 1-1/4" r 2" I-3 13/8" 1 318" woes Embedment (n): 1-3/4" 13/4" 450 ft 8901bs 1C44 9�s 2701bs 2B0 Ibs 354 lbs 7401bs 3741bs 664Ibs 94v' ins 341 Ibs 4421bs 560 fl s 2 Anchors C 4.75" Mia O.C. I Standard or Offset Gip (FIg 1j: 390 lbs 390 ns WA WA WA WA WA 6B2 Ibs 8135 lbs 1120 lbs 4 Anchors @ 1.15" Min. O.C. I Standard (or OSset) Clip (Fig. 2): 450 Ibs 700 ins WA WA WA WA 3801bs NIA T60 ns 748 Ibc 880 Itu 1892 Ibs 6B2 lbs 8B5 lbs 1120 lbs 4 Anchors @ 3" Min. O.C. ! (2) 26 Angle CFps / (Fig_ 3): 780 ens 780 bs 680 lbs 1560 lbs 1896 lbs 540 Ws 560 Ibs WA WA WA WA 715 tbs 2 Anchors @ 0.45' MIn O.C. ! U�IIp, into .125' Allan. (Fig. 4j WA WA N/A WA WA WA WA NIA WA 17T Ills 370.lbs WA 187 lbs 332lbs 473 81s 170 lbs 221 lbs 280 lbs 1 Anchor / F Clip (Fi0. 51: 195 81s 195 Ibs 225 Ibs 4451bs 822 Ibs 135 bs i40 Ibs WA NIA WA 341 IN, 4421bs 560 -lbs 2Anchors @ 1.15" NIrL O.CJ F-Uip (Fb. 6): 240 the 350 lbs WA WA WA WA t00lba WA WA NCHOR PATTI=ant &Nn ANCHOR VALUES ASTHESTANDARD CLIP. � ED V UES ARE Luxr=n Ilu TWr- PYAMPI F nN SHEFT 24. NOTE: FOR THE OFFSET CUP, USE THE SAME A TMENT FORMULA: ANCHOR CAP. ) -_�CHOR CAP. (DP,,") X MULLION CAP. -,A.. / . USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: -1 1.000" � -- • • ® 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. • @ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 2.7`0" 3} MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. E e HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED 375` 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 V X 2.75" X .375" MULLION LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND o ® THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • gels .. T i� w If • • rn �o = M % LLd z Lu F- 7 Z J Q w CL l di CJ Z to Q f z CL t` N W X to r- 'n O _ S i� r 04 G i U X Q e Z 0 0. cc Gz VD^ a �C "- m PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05126/2021 By Miami -Da roduct Control ttlillll/ _%CEiVs� ill1� * : No. 58705 SAYE 1= G A. MH { kY 'ER, P.E. FL P.E.# 58705 IF TABLE 4A Mullion CapacllyTabla Ibsllt2) Opening Width (for verllcafty-spanr>irig mullions) or0pening Hai t (for horimr-riNty-spanning mudians) 1 X 2.75 x 50 in Rectangular Trap/Tdang. Loading Loafing 60 in Rociarrgular TraplTriang. Coating Coating 70 in Recimiguiar TraplTFlang. Loafing Loading 80 in RaGftuM rdar TraplTdang, Loading Loading gain Rectangular TrapJTriang. Loading Loading 100 in Rectangular Tiap?riang. Loading Loading 120 in . Rectangular 7rapl7danp. loading Loading 140 in F�edangular TraplTdang. Loading Loadmg 160 In Rectanguar TrapJTriarrg_ Loading Loading .660 Alum. Tubeb r MuiGctl U N 2• p t0 Ua • 2 U_ C s .p. W G U a b S m U_ C o� f Ti .-. C Uv o r� CuC.., QC o 6 U_ C cHc ✓Q r2O u .yf. O G N U o CCoy.� yvq QC = u U o N as i:G 3 �- R G U p C Cv, m d`rY a u U C C �,i? TLG po... 1s G Uv O c m Qa'�.G n p� IC U(�N C C n a c3 .- Epp {6 G Uv �- c a a pQ m U_ C GC �a u._ y �Q Cl {p i3 Ua t a t� O U _ O^ C t ur G a G Uv t "u CG. Q� a G m U r.. _ 0 W G U$ L 4LCG u p m U OC u� N �R y m G Uv L Q0' u On !O U QC �-v a �� W NR G Uv L Qd' A m U C s;S � u. qQ{ 10 G Uv t 7 G5, 4R u 1pa R v u G L C4 ¢C• & u A IO UtNy o«�D T2G A• u_ G R Ua L Gr Q¢ G 0 U �G a. a� m G ua L QfC A• u C F W U S•o n 0. W G Uc is F t �' Qa 2 U�+ C �A '6G a q G Uv F, f4. 4� 42 h 170.0 620 170.0 435 170.0 744 170,0 478 170.o 868 170,0 506 170.0 992 170.0 519 170.0 1118 0,0 521 170.0 1240 170.0 521 8 17 .0 521 158.7 1626 170.0 521 138.8 1620 170.0 521 LW 170.0 584 170.0 992 170.0 Mil 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 141T 170.0 660 0.0 680 121.5 1417 170.0 680 106.3 1417 170.0 680 481n 17o.0 708 170.0 524 170.0 50.825in 54in 50in 170.0 170.0 170.0 747 797 885 170.0 170.0 170.0 563 612 701 170.0 170.0 146.5 898 958 915 170-0 170.0 162.3 631 MI 761 170.0 170.0 126.5 1048 1116 915 170,0 1X0 144.5 W4 754 746 170.0 150.7 100.0 1195 1130 915 170,0 170.0 137-3 723 803 735 16ZO 133.9 97.6 12 1 915 170.0 1T0.0 123.0 747 837 726 146.3 120.E 87.9 1286 5130 015 170,0 170.0 118.5 756 856 720 P55.0767 170.0 170.0 114.4 756 86f 715 104.5 88.1 62.8 1266 1130 915 170.0 170.0 114.4 755 861 115 91.4 7563 54_9 1286 1130 915 17Q0 170.0 114.4 756 861 715 p C J 694 636' !; 0 488 465 355 108.5 94.3 72,7 81. 57.1 372 030 757 636 571 542 407 1232 105.g 80.1 67.4 62.1 39.8 681 624 530 479 456 349 94.9 V-5 63.8 54.1 50A 325 830 757 636 571 542 1 407 112.2 96.1 72.2 80.6 55.7 35.3 670 614 521 471 449 343 $4.4 '73A 56.5 48,0 44.4 28.g 8301 757 636 571 512 40T 104.0 89.1 W.5 55.5 51.0 321 662 808 Slit 464 442 338 75.9 66.0 50.9 43.2 40.0 Me 830 757 838 571 542 407 99.4 U.2 82 3 55.8 47.5 29.8 656 600 508 459 437 334 42.4 36.0 33.3 21.7 636 571 542 40T 94.5 79,0 5T.2 47.0 42.9 26.1 649 593 51)0 45t 429 327 542 47.2 36.3 30,9 28.6 18.6 830 757 636 571 542 407 94A 78.2 55.3 44.8 40.6 24.1 649 591 497 447 425 322 47.4 41.3 31.8 27.0 25.0 i8.3 830 757 b36 571 2 407 94.t 782 552 44.5 23,0 649 591 497 448 319 63 in 66 fa 72 in 76in 781n W M 151.8 132.1 101.7 86.5 80.0 521 830 757 636 571 I 542 407 16t.9 140.0 106.8 90.4 83.4 53.7 710 650 552 498 474 361 126.5 110,0 64.8 721 66.7 43.4 830 757 636 571 542 407 138.9 119.8 91.0 76.8 70.8 454 0611r 42.0 358 ",1 320 35.8 358 37.2 314 30.7 358 32.4 309 28.8 358 28,8 304 23.8 358 25.1 300 21.5 356 24.0 296 17.9 356 21.0 289 t5.3 358 192 284 108 n 30.1 283 30.8 255 25.1 293 2&9 2511 21.5 263 22.5 247 I&S 283 19.9 244 18.T 283 t8.0 240 15 1 263 16 5 237 III in 27.8 267 20.3 242 23.1 267 2&8 235 19.8 Z57 20.6 235 17.3 267 18.3 231 15.4 267 16.5 228 f20 in 22 0 229 22 3 209 I&3 229 18.8 205 15J 229 16.2 202 . TABLE 4B Substrate: 2.7k Concrete 3,5k c_ 511y Elco Follow CMU Filled CMU PT Wood Metal 1/4" SS Elco 5116' Elco 114" SS Oco #10 Sled 1112 Steel #12 Steel Anchor Type WIT Elea Ultracon 1/4' Eko Ubaeon U 3/16" Elea lltaacon 1/4" ElcoUltraccn AggmGatcr Ullman AWreGator Screw (G5) Smew (G5) Screw (G5) AnchorCUp Patterns 1" 2-1/2" 1'1 2-112' 2' 3-1/8' 2' 0.48' D.59" 0.324" Edge Distance OnY 1" 2-12" 1' 1-31V 2-1/Y I-aw -118' 2" 141,17 1-1/4' t-1/4' 1-114' 1-lilt" 1-1/4" Y 13/8• 73/8 vddes Embedmerd Ony 1-3/4" 1-W4- 390 450 Ibs &W Ibs 16WO Ibs 2701bs 280 Ibs 354 Ibs 740 ba 374lbs 684 Ibs 9461ba 341 Ibs 442Ib• 580 bs 2 Anchors 4.75" Min O.C. / Standard or Odset pip (Fig. 1Y 390 WA WA WA NIA WA 682 tbsMN t120 Ibs 4 Anchors 1.15" Min. O.C. / Standard (orOlbet) Clip (Fig. 2Y 480 Ibs 700 bs NIA WA' WA WA 380 Oos 1892 Ibs 682 Ibs 1120 Ibs 4 Anchors 0 Y Mar. O.C, / (2) W Angle Clips I (Fig. 3): 7801bs 780 Ibs 680 bba 15M Ibs 1896 bbs 540 Ibs 660 Ors WA 760 8rs 748 Ibs 8801bs 7151ba 2 Anchors Q 0.45' Min. O. C. / U-Clip, into .125' Akan. (Fig- 4$ WA WA WA WA WA WA NIA N/A WA WA WA WA WA 1 Anchor I F-Clip (Fig. 5} 195 Ibs 1951129 225 IA 445 bs 822 Ibs 135 lbs 140 Ibs 177 b• 370 Ibs 187 lbs 332 The 473 Ibs 170 Ibs 221 Ibs 280 ibs 2 Anchors C 1.15' Min. O.CJ F-Cllp (Flip. 6r 240 Ibs 350 Ibs WA NIA WA WA ISO Ills WA N/A WA WA WA 341 Ibs 442 Ibs 5601bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A5 THE STANDARD CLIP• �j CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,, ) X [ ANCHOR CAP.,,m v, ) = 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. )T WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES: ® ® 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. FIGURE 3: e ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: e s 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 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. 1' X 2.75" X .650" MULLION W © ON O N 0 oz cu'i J •� y��•• W a LU LU • • • • • • cn • to W • io _�• o •• � • �' •90 • W fn • • z • z •� • a W m. at a QU • J o Boso 92 aO Z z Q N d) I- a in co z © (00 m m 0 �0 A SLLI a X 1 IY � U X S Q 1 z O li � mO to 0 O u3 m cii PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By �1illlffl// _%CEN-914- � No.58705 O ATE O� FtORtDP • ���� �? //// .......ZONAL 'E A. AAILLER, P.E. FL P.E.# 58705 TABLE SA Mullion Capacity Table bste) Opening Width (for verticaDyl-spanning mtlfions) or Opening Height (for horizonteDpspamdrig mullions) 1" x 3.125" 50 in Rectangular Trap/Trian9- Loading Loading 60 inF Rectangular Trapfrdang. Loading Loading 0 in Trap(Tdang, Loading 80 in Rectangular Tmp]Tdang. Loading Loading 90 In Rectangular TraplTdang, Loading Loading 100 in Rectangular Trap/Tdang. Loadng Loading 120 in Rectangular TraplTdanp, Loading Loading 140 in Recianguler TrepdTdang. Loading Loading f 60 in Rectangular TrapfTdang Loading Loading .500" Alum Tube MuO 42in 48in 50.625in 54in 601n 63in u m -�' G 170.0 t70.0 170.0 2 3 W� Q 620 70B 747 cSa t���tl r: G 170.0 170.0 170.0 1T0.0 170.0 z u L_ 3 Q LL• 435 524 663 642 701 up C N O C G 170.0 170.0 1T0.0 1T0.0 170.0 pu - � 744 850 896 956 1063 a pn C [V Q L" 'i V 17D.D 170.0 1T0-0 f70 0 170.0 L un -(yq 5-t C O Q C. 478 584 631 691 797 G 170.0 170.0 1T0 0 170.0 158.5 Q C 868 992 1048 1116 1158 O C (�� F G 170.0 170.0 1T0.0 170.0 170.0 Uv p L = '� GG Q 5D6 630 684 764 878 WQ U C 9 e: �� G 170.0 170.0 110.0 170.0 138.7 (d6y a W Gm Uv ZS L `. Q 992 1133 1195 1275 1156 a 0 (y C .-. a �G 17D.0 170.0 170.0 170.0 187.0 a W G U v � L p Qa. 519 661 723 $03 028 p m U Q ( ter C - �G 170,0 170.0 170 0 166.1 IM.3 O 6 U 0_�CNmC�(y ZS L CVV?�"GO� Q K 1116 1275 1345 1401 1156 a C p N _ C 170.0 170.0 170.0 170.0 156.5 G o t 521 67T 747 837 917 W C C 170.0 170.0 170.0 149.5 111.0 W G .0 7 1240 1417 1494 1401 1155 � 3 C 170.0 170.0 170.0 170.0 149.7 ppp er G L 7 321 680 756 856 910 � _(_r C N Q C 170.0 157.7 141.7 124.6 92.5 W d i. 7 1488 1577 1495 1401 1159 � C C C 170.0 170.0 170.0 170.0 144.5 W 6 L 521 580 756 $61 W3 Itl UN_ 4 C 170.0 135.1 121.5 106.8 79.3 n W C UU�N W e L 1735 1577 1495 1401 1156 o C- 170.0 170.0 t70.0 170.0 144.5 ep L7 521 680 756 861 903 C 154.4 118,2 t06.3 93.4 89.4 54ziSj�-•. LC33 1802 1577 1495 1401 1156 170.0 170.0 170.0 170.0 144.5 521 680 756 Wl 903 170.0 170.0 79T $85 550 137.0 1049 155.5 No 119.8 1049 141.7 846 106.5 t049 1320 836 95.9 1049 125.3 628 79.9 1049 119.3 82D 68.5 1049 118.9 819 59.9 1049 118,9 8t9 170.0 930 1TO.0 745 159.8 1049 170.0 r pr C .�j 151.3 114.9 g7.0 89.4 57.3 47.0 32.7 30-1 804 682 6t5 448 396 587[25.0 317 301 119-1 91.6 78.0 955 Ras 721 684 514 452 357 338 133.7 101.1 85.1 78.4 50.0 40.0 26.4 26.1 788 870 605 576 440 390 312 296 104-2 8D.3 66.3 63.t 41.1 33.9 23.8 21.9 955 SW 721 684 514 452 357 338 121.4 91.2 76.5 70.4 44.6 36A 25.2 23.1 775 659 505 567 433 384 308 292 92.6 71.4 60.7 56.1 36,5 30.1 21.1 19.5 955 803 721 604 514 452 357 338 112E 83.9 70.t 64.4 40.5 32.9 22.7 20.8 765 649 58e 558 427 378 303 288 83.4 641 54.6 50.5 329 27.1 19.0 17.5 855 SM 721 684 514 452 357 338 106.4 7&6 65A 59.8 37.3 30.3 20-6 19.0 757 642 579 551 421 373 299 284 69.5 53.5 45.5 42t 27.4 226 15.9 14.6 955 803 721 684 514 452 357 338 99.8 72.2 59.4 54.1 33.0 26.6 18.0 16.5 749 632 569 541 412 365 293 278 59.6 45.9 39.0 36.1 23.5 19.4 13.6 125 955 W3 721 684 514 452 357 338 98.7 69.8 56.6 51.3 30.4 24.2 16,2 14.8 746 628 584 536 406 359 287 273 521 40-1 34.1 31.6 20.6 16.9 11.9 11.0 955 B03 721 684 514 452 357 338 98.7 69.7 56.1 29.0 22.8 15.0 13.6 46 62 583 403 355 283 269 561n 72 in 76 in 78 in g0 in 166.8 12&5 109.2 101.D 65.8 955 8M 721 604 514 170.0 134.9 114-1 105.4 67.9 789 697 t129 SOO 456 404 322 306 139.0 107.0 g1.0 04.2 54.8 452 31.7 282 -955 $03 721 684 514 452 357 338 96 in 106 6r Ill in 54.2 3&1 35.1 452 357 338 55.7 38.9 35.8 289 20.5 2W 17.3 289 18.1 252 15.4 MS 16.3 249 13.2 289 14.9 246 11.6 269 12.8 240 9-9 289 11.4 238 8.7 289 10-4 232 S201n 27.7 289 282 293 23.1 289 23.7 259 TABLE56 AnehorCapa Table c) Sutiatraie 27k Concrete Anctior TIM T16' EICO Uttraton 1/4" ElcoUttaton Tsk Conc. 5r16' Eico Ul61 3't6" Etco Ullmtan H04M CMU VS' E1coU82con 1/4" SS Ek:O AggreGatnr 5r16" Ek o Ultacon Flftd CMU VS' SS Elto A9g�ar PT #10 Steel St"(G5) WOW #12 Steel Strew (G5) Metal rbl2 Steel St- (G5) Anchar Citp Pattems EdigelSstancepn}: 1" Ee Dista toent n t3/a" 2-i1T -114' 1' t314' 450 MS N/A 680 ibs N/A 225 R>s NIA ­U^o 2-t12° 1,1't4" NO The NIA 15M the NIA 445 tlb N/A vAi r roc 3418" 2• 1644 ms N/A 1 W6 Ib6 NIA = to 141A A¢ TLdF Y 1-1W 270 M N/A 540 ibs NIA 1351bs NIA STAKinARrl 2t12" 1-1/4` 20D Bra 360Ibs 60 Iba WA 140 Ibs 190 ins CI IP 1" 1-1/4" 354105 NIA NIA NIA 177 Ibs N/A 2-V2` 1-V4` 7401bs WA 7601bs N/A 3701bs WA 2" 1-t/4' 374 Ibs NIA 748 Ibs NIA 187 Ibs NIA St18" 1-114" 6641pa WA 8m Its NIA 332 lbs WA 7 2' 946Ifs WA 1692 Ws WA 473 lbs NIA 0.48` 1-3r8" 341 ibs 6821tiss 682 ibs NIA 1708ss 3411bs 0.54" I-W 442Ibs 065 roe 885 roa WA 221 Ihs 442 Ib3 0.324" varies 5G3 6B 1120 Ihs 11?91bs 10731hs 2801bs 56o Ibs 2 Anchors @ 4.75' Mln O.C- /Standard Or OAset Cllp(Fg 1Z 3 00 ins 4 Anchors a 1.15" Min, O.C. / Standard (or Onset) Clip (H9. 2k 480 lbs 4 Am Intl @ 3" Min. O-C.1 (2) 2t5 Angle- Clips I r,Flg. 3} 7m IDS 3Amhors @ 0.45' Min. O.C.1 U-C1p, Inlo -125' AIurn- ft 4 NIA 1 Anchorl F•Cdp (Rg 5X t95 IDs 2 Anchors a 1.161 mm O.CJ F-C i (Fig sx 2� ros 390 t is 700 6s 780 the WA 19551bs 350 ICs NOTE: FOR THE OFFSET GLIF, USE THE SAME mmi rivrc rrlr r Crm-4 nnv r,i ,.",...tip ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_)X / ANCHOR CAP.,",,,,,{,,rl _ANCHOR CAP.,, `MULLION cAP.,"o„T'ox 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. vie" •N ••J1 10:1:* O •ram ill •L •O CC • •r • to �j • Z Z LL! • ar • • 6� PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date By FIGURE 1: FIGURE 2: TABLE NOTES: O ® 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ld SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3 125" `��•� QNY LYImv FIGURE 3; ' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.� •' 1,•ICENSF •. ��� � HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q ; O ® ® FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. _ �, ; No. 58705 500" ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C 90. WOOD SHALL BE PRESSURE -TREATED J3 FIGURE 4; FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" 1" X 3.125" X .5" MULUON S RTE' ICK (18 GAUGE). STRUCTURAL STEEL TO BE AT i '� k THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" TH (1- VF MULLION) • ® LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • ®L THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. /��iS'ONAL • A. LYNNIMIILLIA P.E. FL P.E.# 58705 I I1DLC DM Mullion Capacity Table (IbsMej Opening Width (forverbcally-sparring mullions) or Opening Height (for hodznn(ally-sparring mullions) 50 in 60 in 70 in 80 in 90 in t00 in 120 In 140 in 160 in 1 X 4 x Rectangular Loading Trep/Tdang. Leading Rectanoar Loading Trap/Triang. Loading Rectangular Loading Tra"ang. Loading Rectangular Loading Traprrrlang. Loading Rectangular Loading Trap/Triang. Loading Rectangdar Loading TrWTdang, Loading Rectangular Loading Trap/Triang. Loafing Rectangular Loading TrapdTrFang_ Loading Rectangular Loading Tmp/Triang. Loading .125 AIUrn.Tub e Mullion o 'LG G Q� p [97 G n ei y • �� tr Ly U �£ 5G 6 d1 p �� QK p O V S I 3�y �6 L G di y a op G U 5a �G �p �A L_ U •v �� o �¢ p 4 U o �a 6 a r �gp. (J e QW U c" o� �a 2'G .y.p W? ipQ, V C a Q 12 n (Q r.% C^ �_ �� 2G po �. G 0� V G K 3 Q 1g d.� �ip� 2�+as p..p Q YY U` t n Q 4i _� - li L U r u ny C U G^ �a .a.. O G U C �� �' m n C^ Y� 3a o.O _ "ipS t0 V C^ Spy �gBp..p L N y Gc U 'p 8 a_ 16 �'`l u .. n m sC d`�i a /ng C^ v u .. a s 67 G v U m lop C p �,pY a �. la s R G 6 'e�i o. of C G �a po a W G is 2 m 10 C pit '!3�►+ .GG �. itl G S_ c Q RC 42in 170.0 620 170,0 435 170.01 744 170.01 478 1T0.0 868 170.0 1 506 170.0 1 992 1170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.01 /488 170.0 521 1145.0 1489 170.0 521 127.E 1 1459 170.0 521 48in 170.0 Toe 170.0 524 1 170.D 1 850 170.0 554 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 170.0 680 130.3 1303 170.0 660 111.7 1303 170.0 6W 97.7 1303 170.0 00 50.625in 170.0 7147 170.0 563 1 170.1) 1 896 170.0 631 170.0 1046 170.0 664 170.0 110 170.0 723 156.1 1235 t70.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 756 87.8 1236 170.0 756 54in 170.0 797 170.0 612 1 170.0 I 9W 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 1372 1158 170.0 $37 123.8 1158 170.0 856 IM-9 1158 170.0 861 88,2 1158 170.0 861 77.2 115a 170.0 881 ea in 110.0 B85 170.0 701 166.7 1042 170.0 797 142,9 1042 161.1 832 125A 1042 146.7 B15 1112 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 702 71.5 IOU 126.1 782 62S 1042 125.1 782 631n 170.0 9W 170.0 745 151.2 992 163.6 SIB 129.E 992 144.4 799 113.4 1 992 131.0 782 IOU 992 121.4 766 90.7 992 114.8 756 75.9 992 108.4 745 64.8 992 1011.0 744 56.7 992 108.0 744 661n 165.4 W7 170.0 789 137.8 947 148.0 766 118.1 947 130.3 768 103.4 947 117.7 752 91.9 947 108.7 738 82.7 947 102.2 727 69.9 947 95.1 1 713 59.1 947 94.0 711 51.T 947 94.0 711 0 72In 135.9 849 142.7 737 1132 849 121.6 722 97.0 849 106.9 706 84.9 849 96.4 095 76.6 649 $8.7 606 67.9 849. 82.7 675 56.6 849 75.3 659 48.5 849 72 5 652 42,5 849 72 4 651 761n 116.51 762 120.7 665 96.3 T62 1026 652 82 5 762 90.0 640 72,2 762 60.9 GM 762 742 620 57.8 762 692 613 481 762 62.8 SW41.3 762 59.9 597 36 1 762 59.4 SW 7 2 781n 106.9 724 111.4 634 89.0 724 94,6 621 76.3 724 82.9 6W 66.8 724 74.4 W9 59.4 724 68.4 591 53.4 724 63.4 583r23.9 724 b7.3 573 382 724 54.3 567 33.4 724 53.5 565 go in 69.6 543 71.8 483 $0.0 543 60.7 474 49.7 543 52.9 466 43.5 543 47.1 469 38.6 543 42.6 452 34.8 543 315 446 543 34.9 436 24.8 543 32.1 430 21.7 543 30.7 426 961. 67.3 476 56.9 427 47.8 478 49.7 419 40.9 4T8 432 412 35.5 478 38.5 406 31.8 478 34.8 400 28.7 478 32.0 395 478 28.1 386 20.5 478 25.6 380 17.9 478 24.2 376 108In 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 252 377 26.6 325 22-4 377 24.0 321 20.1 377 22.0 317 377 19.0 310 14A 377 17.1 304 III In 37.1 357 37.8 323t ,9 357 31.8 31826.5 357 27.5 313 232 357 24.4 309 20.6 357 22 0 305 18.5 357 20.1 301 357 17.4 294 120in 29.3 308 29.8 279.5 300 25.1 274 21.0 306 21.7 2T0 18.3 306 192 267 16.3 306 17.3 263 144 n 17.0 2t2 17.2 196 1 iV3LC OC Anchor Ca Table bs SubstmW ZA Concrete 3.5k Conc. Hollow CMU Filled CMU FT Wood Mew 5/16• Sco 1/4" SS Elco 5116" Elco 1J4" SS Eico 410 Steel 012 Steed 412 Steel Anchor Clip Patterlts Anchor Type 31l6" Etoo Uthacan !/4" Eteo UBracon Ultmoe>n 8118" Eke Uttraeon 114' Eloo LRtracon AggreGator Uttraeon AggreGator Screw (G5) Screw (G5) Screw (W) Edge Distance Cmt 4" 2-112" 1• 2-t1Z' 3-t18" 1' 2-VT1' 2-l/2' 2" 3-1/8" 2' 0.48' 0.54" 0,324" Embedment any 1-3/4' 1-31/e t-3/4" 1-3/4" 2' 1-1W 14M* 1-Ilr 1-19" 1-1/4" 1-IW 2' 1-318" 1-W %arles 2 Anchors Q 4.7.7 Min. O.C. / Standard or Offset COP (Pig. Wr 390 Ibs 390 We 450lbs 890 Ibs 1644 Ibs 270 lbs 280lbs 354 gas 740 Ibs 374 Ibs 664 Ibs 946 Has 341 ft 442lbs 56006 4 Anchors 2.25" Min. O.C. / Standard (or 09seq Clip (Fig. 3Z 700 lbs 700 lbs 580 ft 1410 Ibs 952 Ibs WA 560 lbs WA 630 Bars WA OW lbs WA 682 bs 385 Ibs t 120 Ibs 8 Anchors 1.IT M4a. O.C. I Standard (or Offset) COp (Fog. 4): 960 lbs 1400 Ors WA WA WA WA 760 lbs WA WA WA WA WA 1363 lbs 1770 Ibs 2240 Bas 4 Anchors Q 3" Min O.0 l (2) W Angle Clips ! (Fig. 5) 760 bs 780 The 680 me 1580 Ibs 18% bs &0 Ibs 5W Ibs WA 760 Ibs 748 Ibs ago The 1822 lbs 662 Ibs 885 Ibs t 120 Ibs 6 Anchors @ r Mtn. O.C. / (2) 20 Angle Clips / (Fig. By 11 Tu Ibs 1170 Ibs 1020 Ibs 2340 Ibs 2844 Ibs 810 Ibs 8401bs 1 NIA 1 t401bs 1122 Ibs 1320 Ibs 2838 Ibs 1022 Ibs 1327 Ibs 1660 lbs 4 Anchors @ 0.45" Min. O.C. J U-Clip, Into Alum. (Fig. Tyl WA WA WA war WA WA WA NIA WA WA WA WA WA N/A 11430 Ibs ,125" 2 Anchors 2.75' Min. O.C./ FClip (Ft). Byl 350 Ibs 350 Its 290 ft TD5 lbs 476 IN WA 280 Ibs I WA 315 Ibs NIA 440 Ibs WA 341 Ibs 442 lbs 560 Ibs 4 Anchors @ 1.15" Min. O.C.! F-Clip (Fig. 9y1 480lbs 700 Ibs WA NIA WA WA W Ibs I WA I WA N/A WA WA 682 lbs 885 Ibs 1120 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS Inca I ruYummu "F. FiC-0RE1• FIGURE2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X ( ANCHOR CAP.. -N _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 MULLON'', CAPACITY (FROM THE TABLE).OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS 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 .046" 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. ---1 1.000" f-- 1'X4"X.125I MULLION 125" W O1 N ® C1N } ; Z` r b' ❑ Q a ^2 w o U u- Ell LU ' LU N • • �„a - • 0 H' • cfl • • � • • • U ••y 1- 1 Q cn 0 m • U 0? Z t- t Z Z a Q rn N as Q Z CO 1 CO a N N �� 65 ti � r^ n ❑ a Y Y N LLI X 0 fn (n = U x ¢ O O D' Qa. �r z (n 0 UIl' iY PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 BY % LYNN CENgF�ll�' _ * No. 58705 = S aTE �4r c40RION.--•G'�\ A. Lid NIMILLEK P.E. FL P.E.# 58705 TADI C 7A Mullion Capacity Table (lbsie) Opening W-itith (for trerticaMi-sparring mulions) or Opening Height (for horizmnL*-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 In 140 in 160In 1 X 4 X .375 Rectangulat Loafing Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading RectaripAw Loading ltap/Tdan9- Loading Rectangular Loadng TreplTdang. Loa 9 Rectangular Loading TraP/Triang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading TraplTriang. Loading Rectanguar Loading TraplTdang. Loading Alum. Tube Mullion 7 2 xtsv� ci8 a�C �t4 diS..c�]r �• o"' n €7 C 0 vG Gq�` R se S� Cv � � € tTy� CC �� d$ t< U ais G e CcQ47 a�u. Cn� 5 s g4 aoa V e n rra U mn UVG er �na_v � m A ULpF G ^ Un �a oC m ga QG Q' 42in 170.0 620 170.0 435 170.0 744 170.1) 476 170,0 8w 170.a 5w 170.0 S92 170.0 519 1 1700 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 170.01 1983 170.0 521 48In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 1 170.0 1275 170.0 677 170.0 1417 170.0 690 170.0 1700 170.0 680 170.0 19a3 170.0 SW 151.8 2024 170.0 680 50,625In 170.o 747 170.0 563 170.0 696 170.0 631 170.0 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 170.0 756 158.0 1919 170.0 766 136.5 1919 170.0 756 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 SW 159.9 1799 170.0 861 137.1 1799 170.0 881 120.0 1799 170.0 W1 60in 170.0 885 1 170.0 701 170.01 1063 170.01 797 1 170.0 1240 170.0 878 1170.01 1417 170.0 944 170A 1594 170.0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1063 97.2 1610 170.0 1063 63 in 170.0 W0 170.0 745 170.0 111e 170.0 850 170.0 1302 170.0 940 170.0 14M 170.0 1015 1W.7 1542 170.0 1076 M1.0 1542 170.0 1122 117.5 1542 168.5 1158 100.7 1542 167.9 1157 88.1 1542 167.9 1157 r 66in 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 165.8 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 1472 146.0 11D4 b72in 170.D 1063 170.0 878 170.0 1275 170.0 1.Wg. 150.8 1320 166.2 1101 132-0 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 a8.0 1320 117.0 1024 75.4 1320 112.6 1013 66.0 1320 112.5 1012 J 761n 170.0 1t22 170.D 937 149.E 1184 159.4 t0i3 128.2 1184 139.9 994 112.2 11$4 125.7 978 99.7 1184 115.3 W4 89.8 1134 107.5 952 74.8 1184 97.6 935 64,1 1184 93.1 927 56.1 1184 $2.3 925 M 78in 166.1 1124 170.0 967 138.4 1124 t47.0 965 118.E 1124 123.8 94T 103.8 1124 115.6 931 92 3 1124 105.8 918 83.0 1124 98.5 906 69 2 f124 89.0 890 59,3 1124 84.3 881 51.9 1124 83.2 878 go 1. 108.1 844 111.5 750 90.1 844 94.3 736 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 64.0 844 61.4 693 45.0 844 54.2 678 38.6 844 50.0 668 33.S 844 47.7 662 96in 99.1 742 ' 91.5 663 74.2 742 77.2 652 63.6 742 67.2 641 65.7 742 50.8 631 49.5 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 boo 31.8 742 39.8 590 27,8 742 37.5 584 108in 626 5W 63.9 530 52.1 586 63.8 $21 44.7 586 4C6 513 39.1 586 41.4 606 34.8 586 37.3 49a 31.3 586 34.2 492 26.1 586 29.6 481 22.3 586 26.6 472 19.5 W 24.7 466 111 in 57.6 555 58.8 503 48.0 555 4a5 495 412 555 42.9 467 36.0 555 38.0 480 32.0 666 28.8555 31.3 467 24.0 555 27.1 457 20.6 555 24.3 448 16.0 555 22.4 442 120In 45.6 475 46.4 433 38.0 475 39.0 426 32.6 475 33.7 420 28,5 475 29.8 414 25.3 475 L 22.8 475 24.5 404 19.0 475 21.1 395 16.3 475 18.7 387 14.3 475 1 17.2 381 1441n 26.4 330 28.7 305 22-0 330 224 301 16.9 330 19.3 29T 16.5 330 47.0 293 I IHOLCID Anchor Capacity Table bs Substrate: 2.7k Comrste 3.5k Coro. Hollow CMU Filled CMU PT Wood Metal Anchor Clip Patterns Anchor Type: YlT Eloo Ullraccn 1/4" EEo Uitraoon 5/16" Elco lnttacon 3/16" Eloo Ultracon 1W Elco Ultacon 1/4" SS EI0o AggreGator 5H6" Elco • Unacon 1/4" SS Elco AppreGalor 00 Steei Screw (G5) 442 Steel Screw (G5) #12 Steel Screw (G5) Edge Oislance (En): 1" 24/2" 1" 2-111Z 3.1/8" 1" 2-117 1" 2-1/2 2" 3-1/8" 2' 0.48" 0.54 0.32V Embedmeeit (Ind 1-V4" 1-3W 1-3/4" 1-3W 2" 1-1/4" 1-1/4" 1-1/4" t-1/4" 1-1/4" 1-11r 2" 1-31W 1-318, varies 2 Anchors Q 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1&2k 4 Anchors 2.251 MirL O.C. / Standard (or Offset) Clip Fig. 3k BAnchom @ 1.t5" Mi1L O.C. / Standard (or 011set) Clip Fig. 4; 300lbs 700Ibs 960 lbs 390 tbs 7W lbs 1400 Ibs 450 Its 580 lbs WA 8901bs 1410 Its WA 1644 lbs 952 Ibs WA 270 Its WA WA 280lba 560 lbs 7601bs 354 Ibs WA WA 740Ibs 630 Ibs WA 374 ft WA WA 664 Ibs Sao lbs WA 940Ibs WA WA 341 lbs 682 lbs 1363 Ibs 442 tbs WS lbs 1770 lbs 1 560 lbs 1120 bs 2240 lbs 4 Anotods ® 3" Am O.C. / (2) 2X5 Angle Clips I (Fig. U 780lbs 7aa lbs 680 Ibs 156D lbs 1886 Ibs 540 lbs 560 lbs WA 760 lbs 748 Ibis 860 Pot 18921be 6112 the 885 lbs 1120 bs 6 Anchors Q 3" Min. O.C. / (2) 2X5 Angle Clips I (Fig. Gr 1170 lbs 1170 lbs 10M lbs 2340 lbs 2844 Ibs 810 ins 840 lbs WA 1140 lbs 1122 lbs 13M lbs 28W bs 10221bs 132T Ibs 168n Ibs 4 Anchors C 0.45" Min O.C, / U Clip, Into .125" Alum. (Fig. 7x 2 Anclars @ 2.25" Min. O,CJ F-Clip (Fig. ftj WA 350 ffis WA 1 350 ibs WA 290 ®s WA 705 ft WA I 476 the WA WA WA 280 ft WA WA WA 315 lbs WA N/A NIA 440 Ibs WA WA WA 341 its N/A 442 lbs 14301ht 560 ft 4 Anchors G 1.15" Min. O.CJ F-Clip (Fig. 9x1 480 The I MG lbs WA WA NIA I WA 1 380 be WA WA WA NIA WA 682 ft 885 lbs I1120 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE & FIGURE 9: FIGURE 5: FIGURE 6: FIGURE 7: • • • • ANGLE CUP (FIGURES 5&6) 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. (��) X ( ANCHOR CAP ---I =ANCHOR CAP., MULLION CAP.,,,,,,,,,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 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 33AND .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. ---i 1.062" F--- 5" --i 1.000" h- 4.000" 1"X4'X.375" l 1"X4'X.375" -T" -MULLION MULLION co CD m o o u- O r` Z U O .J dL •J J • . a z' • z U) '• 2' • •Z U • • • oU LLI o Y 40 H J a- (n • a Z r ti N Q z Z 7) Q 01 h Q Z 00 EL h8 co W0qiC) r � t+d3 rn ❑ n N LU X r in X Q Zm0 0 0 c a s0 0 U m u `m @ -•-, 6- PRODUCT REVISED as complying with the Fiorlda Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By�_ No. 58705 0'. SATE17F ZORI N. A- YNN>nAit 41LE0 P.E. FL P.E.# 58705 • TA1 1 OI C OA Mullion Capacity Table IbsW) Opening Width (far vertically -spanning muttons) or Opening Height (for horizartaily-speruling mullions) 50 in 60 In 70 in 80 in 90 in 100 in 120 in t40 In 160 in Rectangular Trap/Tdang. Rectangular, Tralarriang. Rectangular TreplTdeng. Rectangular Tiap/Triang. Rectangular Trap/Ttiang. Rectangular Trap/Tdang. Rectanguar Trap/Tdang. Rectangular Trap/Tdang. Rectangular TrapMlang. 1 25" X Loading Loading Laading Loading Loafing Loading Loafing Loading Loading Loafing Loading Loading Loading Loadng Loading Leafing Loading Loading 3.188" x k k 2 t Al z^ & Al & 4 � 2" :t• z• � � £ _ Z o it _ u " 2: _ .255" Alum a a _ a a a g 7i _ CryL S _ 0 a o _ ;o�pi o n _ 1� o m a c a A Tube MUII G G G U {p� CJ U t7 V C6 U !pa Ci U 1oQ a Qa V 1pd V 'O q$ 3 c3 O 3 yell U v 1pn V U qa 8 pn t3 'P �y S �p3�p U O qn U V {gn V {p"& U `O �gQi U U s 8 iJ V 9 '�S 'p9 Cu �_ ' o a-" a t� t 5a _€� Is 'c$ o �r o t � rd {L5� crGS `age a' ell u ci'r 'S3 q�v G c G rr C� O •� C ^2 o C G v N �� p g 1] cti �� 3 41 $�Sj�� 'S '2' cti 44 O c� C• `� � ter C v r< G Yg1' V �L G K i; G a ri pM g G Q K �2 G Q G G (L TC Q R• � G Q� G Q K .TL G Q rY � G i! G � G Q� � G V� 4 G Q ii. 4 i G 2. Q IL• 42in 170.0 820 1 170.0 435 IM.0 7" 170.0 478 170.0 868 170.0 506 170.0 992 170.0 618 170.0 1116 170.0 621 170.0 1240 170.0 521 t70.0 11488 170.0 521 170.0 1735 170,0 521 15i.6 1769 170.0 521 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 MO 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 WO 154.8 1548 170.0 6W 132.7 1545 170.0 6W 116.1 1548 170.0 680 50.625in 170.0 747 17o.0 W3 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 1468 170.0 756 104.4 1468 170.0 756 64in 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 603 163.1 1376 170.0 837 146.E 1376 170.0 856 JW-3 1376 1T0.0 Bell 104.8 1376 170.0 661 91.7 1376 170.0 861 60in 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1155 1T0.0 878 139.011153 167.4 930 123.6 1158 156.8 919 117.2 1158 150.0 912 92.7 1158 144.8 005 79.4 1158 144.5 WS 69.5 1158 144.8 905 631n 170.0 9M 17D.0 745 160.1 1061 170.0 850 137.2 1051 155.9 662 120.1 1051 142.0 848 106.7 1051 132.3 837 96.1 1051 125.7 330 80.1 1051 119.5 822 66.6 1051 119.1 821 60.0 1051 119.1 $21 957 170.0 789 139.3 957 151.E 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 83.6 957 106.6 759 69.6 957 100.0 750 69.7 957 98.9 748 62.2 957 98.9 748 66in 167.1 72In 128.7 804 1352 698 107.3 804 1152 684 91.9 804 101.3 671 WA 004 91.4 660 71.5 804 84A 650 64.4 804 78.8 643 53.6 804 723 633 46.0 804 69.9 629 40.2 804 69.8 628 J 76in iD9.4 722 114.4 630 912 722 972 618 782 722 85.3 606 68.4 722 7e.7 596 60.8 722 70.3 586 54,7 722 65.5 580 45.6 722 59.5 570 39.1 722 56.7 565 342 722 562 564 TB in 1012 b85 105.E 600 84.4 685 89.B 588 723 685 78.5 577 63.3 685 70.5 566 56.2 665 64.5 660 60.6 685 60.1 553 422 685 54,3 543 36.2 685 51.4 537 31.6 685 50.7 536 90In 65.9 515 88.0 457 54.9 615 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.6 428 33.0 615 37.4 422 27.5 515 33.1 413 23.5 615 30.5 407 20.6 515 29.1 404 961n 54.3 453 55.8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.9 453 36.4 385 302 453 33.0 379 272 453 30.4 374 22.6 453 26.6 366 19.4 453 24.3 380 17.0 453 22.9 356 1061n 38.1 358 1 39.0 323 31.8 358 32.8 318 27.2 358 28.4 23.8 358 25.2 308 212 358 22.7 304 19.1 358 20.8 300 15.9 358 16.0 293 1111n 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 2rL1 22.0 336 232 293 19.5 338 20.9 289 17A 338 19.1 285 120 in 27,a 290 28.3 264 23.2 290 23.a 260 10.9 290 20.6 d256 17.4 290 182 253 1 15.4 290 16.4 249 144In 16.1 201 16.3 1186 TADI C 00 AnchorCapacity Table 0911 SUbStrdta 27KCMICide 3.51(cont. HdOowCMU F%edCMU FTWood Metal AnehorClip Patlems An[hOr Type 3116` FJco Urtracm V4' Eko Urtcacorl 5I16" Elto Macon Tie, BCD URraton IbC EkOUtrACdrt 1/4' SS Elea A49tGato UlC tracon SS Eltr Agg Steel Screw (G5l #125ted Streit (G�� 012 Steel Streit (G5) Edge Didante pnx 1' 2-11T 1' 2-112' 31/8' t- 2-1/2' 1' 2-1/7 r 311W r 0.45, 0.54' 0.324' EMbednent Qj 13/4' 13rC 13/4' 13/4' 2' 1-114" 1-t14• 1-114' 1-114' 1-114' 141,r 2' 1-3e* I-W varies 2 Anchors a ve Min O.C_ I Standard or Otset pip ft u = b5 390 Its 450 Ibe 890 bs 16" bs 270 81S 280 the 354 tbs 740 lbs $74 lbs 6641bS 946 bs 341 Ibs 442 lbs 560 bs 4 Archan O 1.1r' Mirt O.C_ I Standard W O;Eset) CEP ft 4 480 ibS 700 Ib3 NIA WA NIA NIA 3W bs NIA WA NIA WA WA 682 Ibs 885 bs 1120 lbs 4 ArcI10ra @ 3' Min. O.C_ I M 2¢5 ArgkUps I (FTg. 4 7W lbs 780 Its 680 ba ISM bs legs to$ IM lbs em 1116 N/A 760lbs 748 Its am Its Im is 682 We SM bs 412D ii 4 Archors Q 0,45" Min. O.C. / U-Clip, Into .12an Akan. (Fig 4y NIA WA WA WA NIA NIA WA NIA WA N/A WA WA NIA WA 1430 be 1 Arenort F-aip (fig. 4 1251bs 195 bs 225 lbs 445 Ibt . B22 bs 135Ibs 140 bs 177 bs 370 lbs 1a7 bs 332lbs 473Its 170 bs 221 ins 2W Ibs 2 Anchors @ 1.15 MIrL O.CJ F-Olp (Hg. 6YI 2401bs 350 Ibs N/A WA WA N/A 190 bs N/A WA NIA WA WA 341 bs 442 bs 560 bs NOTE: FOR THE OFFSET CLIP, USE THE SAME AINUI IUK I'AI I tKN ANLJ APrl.num vtu_Uca rW I rIr- a Iruvurucu �,ur, FIGURE 1: FIGURE 2: ® A FIGURE 3: ANGLE CUP MUST ® ® ® ® BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: O 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 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 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 A25" 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. 1-1250"---1 W � N x J Q� U * 0 Q U of Q ti o v W LU 2 • • • CO • ataba. Cl)• U) � LU • z be Q �• �• oU m 1i •• CD "I •� a � $ • C) to r CO ❑ ❑ o ® W CC M X Y Y 04 W 0 (I) 0 do zmOyQ m0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630"01 Expiration Date 05/26/2021 By Miami -Da roduct `,iitltllr/// ��N 1 I rv/�/ QC�� •LICENSE No. 58705 "0 �� • SATE � � • ��� i'�ss •'r�ORIDP 'G\C\�� A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 9A Mullion Capacity Table (Ibsffe) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 In 120 in 140 )n 160 in Rectangular TrapMang. Rectangular Trap/Tdang. Rectangular Trapirdang. Rectangular TrWTrlang[R,L,ctangular TraplTdang. Rectangular Traprmang. Loading Rectangutar Loading Tmp/Triang_ Loading Rectangular Loading TraplTriang. Loading Rectangular Loading Trapli'dang. Loading 1.25 x 3.25 Loading Loading Loading Loading Loading Leading LoadN Loadingooting Loading Loading x .100 Alum. Tube x � Mufliion aka _373 620 170.0 435 170.0 Tao 170.0 478 170.0 8B8 1T0.0 508 170.0 992 170,0 519 170.0 1116 170.0 521 163.3 1118 170.0 521 127.7 1118 170.0 521 109.5 1118 170.0 521 95 8 1118 170.0 521 42in 170.0 170.0 850 170.0 584 167.E 978 170.0 630 146.7 978 170.0 861 130.4 978 170.0 677 117.3 078 170.0 680 97.8 978 170.0 680 83.8 978 170.0 680 73.3 978 170,0 680 48Tn 170.0 708 17o.0 524 150.7 927 170.0 684 131.9 927 106-S 708 117.2 927 159.1 699 106.6 927 156.3 696 87.9 927 15&3 895 T5.4 92? 168.3 895 85.9 927 156.3 686 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 683 115.9 869 141.8 869 103.0 869 134.0 660 92.7 869 129.0 654 77.3 SW 128.8 652 66.2 869 128.6 652 57.9 069 126.8 652 641n 170.0 797 170.0 $12 164.5 860 1T0.0 691 132.5 069 163.9 99.5 746 107.8 599 79.6 746 101.0 592 71.6 746 96.8 587 59.7 746 93.3 583 $1.2 746 93.3 583 44.8 746 93.3 583 601n t43.2 74b 153.8 634 119.4 746 132.3 620 102.3 746 117.8 608 677 91.4 546 BB.T 8IT 65.2 539 61.9 677 et-0 534 51.6 677 77.0 529 44.2 677 76.7 529 38.7 677 76.7 529 63In 123.7 677 132.0 579 103.1 677 113.2 566 68.4 677 100.4 555 77.3 617 78.3 500 59.0 617 72.6 494 518 617 68.7 489 44.8 617 64.4 483 38.4 617 63.7 482 S3 6 8t7 63.7 482 65In 107.6 61? 114.1 530 89.7 617 97.6 519 76.9 6 t 7 88.3 600 67.3 58.8 425 46.1 518 64.2 419 41.4 618 50.7 414 34.5 518 46.6 408 29.6 518 45.0 405 25.9 518 45.0 405 0 72 b 82.9 618 87.1 450 69,1 Ste 74.2 440 59.2 516 65.2 432 51.6 518 39.2 465' 45.3 376 35.2 465 422 374 29.4 465 38.3 367 25,2 465 36.5 384 220 465 36.2 3 76irr 70 6 465 73 7 406 58;7 165 62.6 398 50.3 465 .54.9 390 44.1 465 49.4 384 8&0 387 54.3 441 57.7 379 46.6 44t 50.8 372 40.8 441 45A 366 362 441 41.6 360 32.6 441 38.7 356 2T2 441 34.9 348 23.3 441 33.1 316 23.3 441 327 345 78 In 90 In 42.1 652r23O 43.8 295 35,4 392 37.0 289 30.3 932 32 3 264 26.5 332 28.8 280 23.6 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 19.6 262 13.3 332 18 7 260 260 961n 35.0 35.9 260 2ai 291 30.3 258 25.0 201 28.4 252 21.9 291 23.5 248 19.4 291 21.3 244 17.6 291 19.5 241 14.6 291 17.1 236 12.5 291 f5,6 232 108 in 24.6 25.1 20.5 230 21.1 205 17.5 230 18.3 201 15.4 230 10-2 198 ill in 22.6 23.1 lag 219 19A 194 16 2 218 lag 191 14.1 218 14.9 188 120 to 17.9 187 16.2 17110,ta.9 187 15.3 167 TABLE9B Anchor Capacity Table Pbs) Substrate: 2.Tk Concrete 3.5k Com. Ho@ow CMU Filled CMU PT Wood Metal 114• SS Elco 5116" Elco 1/4" SS Eko #10 Steel 012 Sted 912 Steel Anchor Type: 3/16' Elco UOmcen 1/4" Elco Ultracon llitraoon 3116" Etco Ultmm 1/4" Elco Ultracon AggreGator Utrecon AggreGalar Screw (G5) Screw (G5) Screw (135) Anchor CUP Patterns 2-1/2" 1" 2-112' 3-118" 1" 2-1/2" 1" 2-12" Y 3-1/8" T' 0.46" 0.54" 0.324" Edge Distance pn): 1' Embedment 00 1 V4- 1-3/4" 1-3/4" 1314 2" 1-114" 1-114" 1-114 1-114' 1-1/4" 1-1/4' 2' 1-318" I-W %arias 2 Anchors Q 43W Min. O.C. / Standard or OBaet Cip (Fig. 1 X 390 lbs 390 Ibs 450 bs MO Ibs 1644 bs 270 bs 280Ibs 354lbs 740 Ibs 374 Ibs 664 Iba 9461135 341 6s 442 Ibs 580 Ibs 4 Anchors @ 1.15" Min_ O.G. I Standard (or 00set) Gip (Fig. 2X 480 Ibs 700 Ibs WA WA NIA WA 380Ibo WA N/A NIA WA NIA $82 Ibs 885lbs 1120 6s 4 Anollors Q 3" M4L O.C. / (a) 2x5 Angle Clips / (Fig. 3X 780 be 760 Ibs 680 be 1560 Ins 1896 6s 540 6s SW Ibs WA 760 Ibs 748 Ibs am ras 1892 Ibs 682 6s gas Ibs 1120 6s 3 Anchors 0 0.54, Min. O.C. I U-C ip, Into .100" Alum. (Fig. 4): N/A WA WA WA NIA WA NIA WA NIA NIA NIA WA NIA NIA 950 Ina Ibs i Anchorl Flip (Fig. 5X 195 Ins 195 Ins 225 Ins 445 On 822 Ibs 135 be 140 Ibs 177 Ibs 370 Ibs 187 Ibs 332 Ibs 473 Ins 170 6s 221 The 280 2 Anchors @ 1.15" Min. O.CJ FCOp (Fig. eX 240 6s 350 Ibs WA I WA WA WA 190 Ibs WA I NIA N/A NIA WA 341 bs 4421159 5601bs TABLE NOTES: FIGURE 1: FIGURE 2: - O ® S ® 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 ON R GENERA INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ® 0 0 ® BE USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND IN PAIRS. 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 FIGURE 4: FIGURE 5: • • i • FIGURE 6: • 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 WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR.) X \ ANCHOR CAP.,,,,111,,,,�1 a ANCHOR CAP.,, MULLION CAP.,,,,, . 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 MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1.25" X 3.25" X .1 OD" MULLION FOR FIELD -MULLED UNITS 1 --1.250"-1 1.25" X 3.25" X .10U" MULLION FOR FACTORY -MULLED UNITS to w N W ti oCr J w a Cl) o c M U m W > Z moo W W 2 W -.1 J • • • • • (n • •� •tit $ • in •� Cq M cf) W • •6 •. a- Q • •• •m co • ••W •2 J • 1.4 1L • 1. ~ Q Q) 0) X so to N rh o to 0 Y Y 04 Cr X 0 FL V to Q Q) O U7 0 0 z >- Q m 0 y40 a- n m PRODUCT REVISED as complying with the Florida Building oodds NOA-No. 17-0630.01 Expiration Dat 5/26/2021 By �- Iti11t1111! �.: No. 5&705 s ATE FF • ��� ZONAL EN \�`. A. LYNI� �iIILLE��, P.E. FL P.E.# 58705 TABLE 10A Mullion Capacity Table (Ibs/Pt7) Opening Width (lorvertically-spanning mullions) or Opening Height (forhaftWaff"pani ing mdiions) 50 In 60 in 701n 80 in 90 in 100 in 120 in 140 in 160 in Rectangular TraplRiang. Rectangular Trap7friang. Rectangular Trap/Tdang. Rectangular Trop/rdang. Rectangular Trap/friang. Rectangular TrapJTriang. Rectangular Laading Trap7Triang. Loading Rectangular Loading TnaprTriang_ Loadng Rectangular Loading Trapfrriong. Loading 126 X326 Loading Loading Loading Loading Loading Loading Leading Loading Loading Loading Loading Loading x .624 _ T_ a .47 Alum - Tube Mullion V p w H 6a w A U N d� w 6 W M 6 p 6 1.1 O M 0 w P 0. P V r. w N nd w v Lf w 0. W U --. w N 6C w G U � P q as w G U p N w G SriY 6 W vG U1.1 � w Qy w G a Vii tie G w p N r. 6A L P C U U w q U V N pL w G U Yl3U1�.1 w G P U 0. w G U w w U N W G U v w P U w W N c U v W P U N f� W U y p w U w w G U o W U W G UO -P U w G U e w U P U$ P U^ Upp v fJ U v U L=}^. U -o U U n U •.Cy-. U o U y U a U •y,}�. U y U U -P U ey v eyg. v v ry. !� 2 C C G ? L ' G Cp i 5 tC LmQq �c LGG S �CG, c C Q 3 y CUSB QO ,� �44 We rGGj,pM V m � ? Cw C m uSS O �q 6U S & 2• G is G a K c CVG. a C pC ^2 G IYr��Coy V � C 4 � c. Q fY G 4 O< G Q � is c Q D! G K G Q rL � i✓ Q Q: G Q1Y c. Q FL' 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 1 170.0 519 170,0 1116 170.0 621 170A 1 1240 1 170.0, 521 170.0 1488 170.0 621 1 170.0 1736 170.0 621 170.0 1983 170.0 521 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 173,0 600 170.0 1700 170.0 680 169.7 1979 1700 680 148.5 1971 170.0 680 483n 170.0 708 170.0 524 170.0 950 170,0 584 170.0 1046 170.0 684 170.0 1195 170.0 723 170.D 1346 170.0 747 170.0 1494 170.0 756 170.0 17M 170.0 766 152,5 1877 170.0 756 133.5 1877 170.0 756 50.626 In 170.0 747 170.0 553 170.0 896 170.0 631 170.0 170,0 764 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 156.4 1758 170.0 061 134.1 1769 t70_D 8b1 117.3 1159 170.0 861 54in 17o.0 797 1700 612 170.0 956 170.0 691 170.0 1116 170.0 1240 170.0 070 170.0 t417 170.0 544 161.1 1611 170.0 996 145.0 1511 170.0 1033 120.9 1511 170.0 1063 103,6 1511 170.0 t063 90.6 1611 170.0 1063 60in 170.0 885 1T0.0 701 170.0 1063 170.0 797 1302 170.0 940 156.6 1370 170.0 1016 1392 1378 170.0 1076 126.3 1370 164.0 1082 104.4 1370 155.9 1472 99.5 1370 155.3 f070 78.3 1370 t55.3 1070 63in 170.0 930 170.0 745 170.0 1116 170.0 860 170.0 1002 1362 1248 168.6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 989 90.8 1249 130.4 970 77.8 1248 129.0 975 68.1 1248 129.0 975 p 661n 170.0 974 170.0 784 170.0 1169 i70.0 903 t55.6 12kB 170.0 C 721n 167_0 1049 170.0 876 139.9 1049 1502 092 119.9 1049 132.1 8T5 1D4,9 1049 119.7 860 932 1049 109.7 848 83.9 1049 102.7 838 69.8 1049 94.3 826 59.9 1049 912 820 524 1049 91.1 20 it12 791 892 941 100.0 777 79.3 941 91.7 T66 11.4 941 85.5 757 59.5 941 T7.6 744 51.0 941 74.0 737 44.6 941 73.3 736 0 76in t42,7 94t 149.1 822 it8.9 941 126.8 805 101_9 941 844 102 4 753 82.6 894 94.9 740 T3.3 894 84.1 730 66.0 894 TB.3 721 55.0 894 70.7 707 47.1 894 67.0 701 41.3 894 66.1 698 To In 132.0 894 137.G 783 it0.0 894 110.9 767 94.3 90in 671 98.7 596 71.6 671 74.9 585 61.4 671 65.3 575 53.7 671 58.2 566 47.7 671 52.9 558 43.0 671 48.8 551 35.6 671 43,1 539 30.7 671 39.7 531 26.9 671 53.4 609 44.3 580 47.5 502 39_3 590 43.0 494 35.4 590 39_6 488 29.6 590 34.7 477 25.3 590 31.6 469 22.1 590 29.8 464 96in 690 72.9 527 59.0 590 61A 516 50.6 590 35.5 466 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.6 382 17.8 466 21.2 375 15.5 466 19.6 370 100in r4s.s 466 50.8 421 41A 466 42.8 414 34.1 307 28.6 441 30.2 382 26.4 441 272 376 22 9 441 24.9 372 19.1 441 21.5 363 16A 441 19A 356 14,3 441 17.8 351 Ill in 441 46.7 400 382 441 3" 393 32.7 44t 120in 376 36.9 344 30.2 378 31.0 339 26.9 378 26.8 334 22.7 378 23.7 329 20,1 378 21.3 325 18.1 378 19.5 321 15.1 370 16.7 314 144 in 21.0 262 212 242 17.5 262 17.8 239 t5.0 262 15.3 236 TABLE10B Anchor Capacity Tab1e(Ibs) Sub6trate: 2.7k COW Ide 35k Conc. Hallow cmu Filled CMU PT Wood Metal vie Elco V4" SS Elco 5r16" Elco 1/4" SS Elco tl10 Steel #12 Steel #12 Sleet Arlchor7ype: 3tlf7' ScoLltraccn V4" ElcoUltracon ultracon 3116' ElcoLlltmon 114• Elco Ultracon AggW.- tDr UBratm AggreGaior Screw((35) Screw ((35) SCMW (G5) AnchorCilp Patterns 1' 2-11T 1" 2-117 3.11a• 1" 2-1121 1" 2-117 2' 3 1W 2' 0AW 0.54" 0.324" Edge Ustame ft Embednelt ft 1 V4" 1-Y4" 14/4" 144" 2" 1-114" 1-1/4" 1-1/4' 1 114" 1-114" 1-1/4" 2' 1-3!8" "(17 t2rles 2 Arlctors @ 4.79' Min. O.C. / Standard Or Otisel Cap (Fty. I) 390 lbs 390 ft 450lbs 890 0s 1644 ibs 270 t d 2W Ibs 354 IDS 7401139 374 lbs 664 me 946 Ibs 341 lbs 442 Ibs 560 gas 4 Anchors Q 1.15' Min. O.C. 7 Standard (or Offset) Cap (Ftg. 4 480 lbs 700 135 NIA WA NIA NIA 3001bs WA WA N41A WA WA 662 lbs 885 ft 1120 lbs 4 Arc hors @ 3' Mtn. O.C. I (2) 26 At)* Clips I (Fig. 3r 780 IDs 786 8s 68010S 1560 lbs 1 BOG Ibs 54016S 56D Its NIA 760 ft 748 Nos 880 ft 1892 M 6621bs 885 ihs 1120 lbs 3 Anchors @ 0_54" Min. O.C. / tll:dp• into .lW Alum (Fig. 4} N/A WA NIA WA WA NIA WA NIA N/A WA WA WA NIA WA 950 lbs 1 Anchor/ F-CRP (Fla 5): 1051Ds 195 m1B 225lbs 446 M6 822 ibs 135 ms t40 iDa 177 IDs 370Is 187lbs 3321DS 473 gs 170lbs 221 on 280 0)s 2 Anchors @ 1.15" Min O_C! F7gp (Flg, Gr 240 0s 350 ms WA N/A NIA NIA 10016a WA NIA N/A WA WA 341 lbs 442 Ms 560 Ibs TABLE NOTES: FIGURE V. FIGURE 2: • 0 ® ® • 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 BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 0 ® 0 0 BE USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND IN PAIRS. 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 FIGURE 4: FIGURE 5: • • FIGURE 6: 0 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.,1e„r,, ) _ANCHOR CAP.. `MULLION CAP,,"",,,,,",• USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. US' X 3.25" X .624" MULLION FOR FIELD -MULLED UNITS 3. 1.25' X 3.25' X .624" MULLION FOR FACTORY -MULLED UNITS it ® cN o u ��7 a W U. of 0 Or W ••5 • JU • •Gi • J U) • • i- U • LU r _ J W •• •sue • �•a- • a ~ X N to LLJ CM © Of X FL LL) Q T- 0 U a PRODUCT REVISED as compliing with the Florida Building Code NOA-Ho. 17-0630.01 Expiration Date BY ",1t11111J/// W W m 2 M Gp LU *.: No. 58705 ;O.r STAEO f t A. LYNNAL N MILLER, P.E. FL P.E.# 58705 TABLE 11A Mullion Capacity, Table (Ibslifj Opening Widih (far vedicahy spanning mtifiolls) or0pening Height (forhorizorMly-spanning mtiGans) To in 80 in 90 in 100 in 120 in 1A6 in 160 n 50 in 60 in Rectangular Trap/Triang. Rectangular Trap/Thang. Rectangular Trap/Tria g. Rectangular Trap7Tdang. Rectangular Trapfrriang. Rectangular Trap!Triang. Loading Rectangular Loading TrapdTriang. Loading Rectangular Leading TraprTdang. Loading Rectangular Loading Traprrriang. Loading 125 X 394 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x .624 a T r n r „ `u Ta 'u o o- u cr Ta Altxrt. Tube Mullion = c a C 1O m C up« G� T ¢ m« yp e w m x s« 0.a s c m n {" m m 6�_ m o m d m •.-• m• eLG u 1i • w Gc o a G m m o aG m W o m a m« a sc m ,o o a0a R e U -. a mz'+ U 9 c m U n e me �..% b a N :i p a O� (i y a m ti m ffi U b 2 B �.i c U b m V ep c U b m ri e 9 m U m e • R G m �y. m �'� i'_ U C C C =o �• J•' •y r D -C L~p p 5 LYS p 3 LtC�a V ICa. ? Q t" _ L p L u T Q C m L u P pry., C 73 L Cmc,� n m t G Lr, a VCR .5'. i Q _ G C, p. ` G CV, Q Q• 'f Ij rT Q d' -» .'z V Qa' m S' cam. 'CK „ !"" m i C= m 4 Q.' CV. m Q d' A G a' q CamC,� �p �rL' •� GQ' .E cam. Q D_'>r QC QfY C 170-0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1983 170.0 521 170.0 170.0 521 421n 170.0 6" 170.0 435 170.0 744 584 170.0 992 1T0.0 630 170.8 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 SOD 17D.0 1700 170.0 680 170.0 1983 170.0 6B0 170.0 2267 2267 170.0 680 48in 170.0 TOO 1T0.0 524 !70.0 850 17D.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 T56 179.0 1793 170.0 756 1T0.0 2092 170.0 76fi 170.0 2391 170.0 756 t70.0 T47 170.0 553 17fl.0 896 170.0 63t 170.0 50.625 m 1046 170.8 1275 170.0 803 170.0 1434 iTQO 837 170.0 1594 170.0 65fi 170.0 1s13 170.fl 861 t70.0 2231 170.0 861 160.2 2403 170.0 861 54tn 170.0 797 170.0 612 170-0 966 170.0 691 170.0 1116 170.0 754 17U.D 944 170.0 1594 1T0.0 995 1T0.0 1771 170-0 iD33 170.0 2125 1T0.0 1063 148.3 2163 170.0 1063 129.8 2tb3 170.0 1063 60in t70.0 885 8B5 1T0.0 701 170.0 1063 170.0 797 170.0 1240 170.0 873 170.0 1417 170.0 170.0 1673 17110 1076 t70.0 1859 170.0 1122 156-9 2060 170.0 1163 134.5 2060 179.0 1171 117.7 2060 1T0.0 1171 60in 170.0 170.0 745 170.0 1116 17D.0 B50 170.0 1302 170.0 S4e 170.0 1488 170.0 1016 170.0 1155 770.0 5948 170.0 1210 143.0 1966 17rl.0 1275 iZ2.6 1956 170.0 1286 107.2 1966 L pr 66tn 17D.0 974 17D_0 78S 170.tl tt69 170.0 903 170.0 1364 - 1T0.0 7002 170.0 1558 170.0 1066 170.0 1753 1734 1502 1 170.6 1063 170.0 878 170.0 12T5 170.0 1009 170.0 1468 170.0 1352 126 170.0 1700 170_D 1228 154.1 1734 170.0 5315 138.7 1734 169 8 1386 115.6 1734 155.9 1364 94.1 1734 150.4 1352 86.7 72 in J 170.0 t346 170.0 1060 16" 1656 170.0 1209 147A 1656 1652 t2B5 131.1 155b 151.5 1266 117.9 1556 t41.3 1251 96.3 1556 128.3 1229 842 1556 122,3 1219 73.7 1656 1212 1216 76in 170.0 1122 179.0 937 1116 155.9 7477 169.3 1245 136.4 1d7T 152.0 1224 1212 14T7 139.1 1206 109.1 14TT 129-S 1191 90.9 U77 116.9 1t6S T7.9 1477 110.8 1168 66-2 14TT 109.3 1164 78in 170.0 1151 170.0d696 1TD.0 1381 170.0 1110 9ri3 936 78.9 1110 87.5 922 71.0 1110 80.7 910 592 1110 T1.3 691 50 7 t110 fi5.6 . 878 44.4 1110 b2.7 142.0 1110 146.5118-4 90in 1110 123.9 9fi8 101.5 1110 1079 951 88_8 66.0 975 712 817 58.5 975 65.4 807 48.8 975 57.4 789 41.8 975 52.3 776 36.6 975 49.3 767 SG in 117.0 975 120.397-5 975 1015 656 83.6 975 08.3 842 73.2 975 78.5 029 655 411 771 44.9 647 34.3 771 38.9 On 29.4 771 35.0 621 25.7 T71 32.4 612 108in 822 TIt 84.068.5 TT1 7tl.T fi85 58.7 771 61.3 674 51.4 771 51.36154 45.T 771 49.0 730 41.1 614 31.5H7335.6 600 27.0 T30 31.9 589 23.7 730 29.5 581 111in T5.7 730 T7.3 63.1 730 65.0 650 54.1 730 66.3 640 47.3 730 49-9 631 421 T30 45.0 622 37.9 501 569 49.9 624 512 660 428 624 44.3 552 17.5 624 39.2 544 33.3 624 35.3 537 30.0 624 32.2 531 25027.7 513 2t.4 624 24.fi 509 tB.7 624 22.5 120tn 1441n 59.9 34.7 624 433 61.0 35.1 400 29.9 433 29A 395 24.8 433 25 4 390 21.7 433 22-4 385 19-3 433 20,0 381 17.3 433 182 376 TABLE 11 B AnchorCapecity Table (11m) SUbStrate 27k Calcrete 35k Ca1c. NdfoNr CMU FYletl CMU FT Mood Metal 51 C' Elco 114" SS BCD 5/16" BCD lbr SS BCD 010 Steel 012 Sted 012 Steel AmW Type: 3116" BCD Upson 114" Eleo UBrdcon Utracon Tliv BCD Utrsan 114' Hc0 UBracon AggreGBor Ulbwcn AgweWor screw (G5) Sene N (G5) Screw (G.5) Anchor Clip Patterns t" - 2-1rr 391a" 7" 2-1/21 1' 2-1/2" r . 3-118" 2' O.AB" 0_54" 0.324" Edge Oislarce ft t" 2-112* 1-314" r 1-1/4" 1-1/4" 1-U4" t-'V4" 1-1/4• 1-11r r 1-318" tare" varies Embedmentft 1314^ 1a4' ta/4" 450 Ibs 8D0 ICd 1644 Dn 270 tbs 280 It>s 354 IDS 740 IQi 374 8n 6&41x 946 Ibs 941 Ibs 442 ins 560 bs 2 Aruhors 475 Min O_C.1 St2trdalt a Olfse! Clip (Fig 1) 390 Ibs 390 Ibs WA N/A WA WA 6821bs 665 Ins 1923 Ibs 4 Anchors JD 1.15" MiR O.C. / StanCard (or OfW)Cnp (Rg 4 480 ibs 700 Ills NfA WA N/A N/A 380 Its WA NIA 7501bs 74811s 880 Ibs 1892 tbs I 6821bs I865 wm 1120 Ins 4Anchors @ r Mlrt_ O.C. I (2) 2x5AfgIeC1pS 109. 4 780 IDS 78o t a 680 Ills 15M Its INS Ibs 540lbs 560 Ms NtA WA WA 1267 On 4Andras @ 0.W Mtn. O.C. I U•C1p• ktto .100' AIUOL M 9 N1A WA NIA WA N/A NIA WA 140 ft NIA 177 Ibs NIA 370 ft NIA 187 ors WA 332 Ibs 473135 970 Ibs 221 IDS 260 Ibs (F1 } Ant tq1 ! FLBp g Sk 145 ®s 1 g5 225 Ins 4i5 Ibs 8= ft 135 Ibs NIA WA WA 34t Ibs 442 8>s 560 Ins 2 Anerm 01.15" Wfk 0.CI F_1p (Fig. 240 DS 35O MS NIA WA NIA NIA t901be WAWA FIGURE 1: FIGURE 2: s ® 0 0 FIGURE 3: ANGLE 0 BEIUSED T ® IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • 0 • • 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: (DP1BO) X ( ANCHOR CAP.,,,,,,, ) _ANCHOR CAP.. \MULLION CAP,,,,o,,"" USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH 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 .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 WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 125• X 3.94" X .624' MULLION uj `0 W N W r- 0 H H (7 tY } a O v w N ® ON O # k' o 0 UQ O U o J -61 U •• • U) W to ••••• Z ` • . m G o Wit] •••• m U �Z •` •• Q •T rn rn • .... Y• wp �;� `1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By- --a- * No.58705 ?a0 RATE FtOR%DN /NA A. LO N POILK,�P.E. FL P_E.# 58705 rAbLtIZH ' Mullion Capacity Table (Ibt Opening Width (forwertically-spandrg millions) or Opening Height (for horizontally-sparinirlg MU110ris) 50 in 60 in 70 In 60 in 90 in 10D in 120 in 140 in 160 in 2 x 4 x 25 Rectangular Loafing Trapp &V. Loading Rectangular Loading Trap/T►iang, Loading Rectangular Loading TraIITdarg. Loading Rectangular Loading TrapTdang. Loading Rectangular Laadrrtg TraWTHang. Loafing Rectangular Loading Traplfrlang. Loading Rectangular Loading TraprTdang. Loading RectangWar Loading TrapITdan% Loading Rectangular Loa6mg Trap/Triang. Loafing Alum. Tube Mullion v � _ T2 G a c°� � v f! ter Q K v c°� _ �� 3 a s: G o G did �� Q IY a 0 di _ �� J mO '� ✓�/ a_ o Y11S Uo L • C Q z U o 9 •� G ga $ o L 'JeX i'r 0 ` C' a aq e� 2` 2 c $_ rr5 c • Q a 15 g ,pp G oa. c V 'aU = ° Q � cff '! G v -a a8 � $qLa v Fr C m Q m a r6`o_ `3 '� wa A Oro a Q R� U G c ari Z'r C. m Q ci 3 G d'$ 'c �r jY u 4 K U2. -- $ G ti lei roG a Ems e • Q K oa C7_ 3 $ .� G n IS 3ro c=a e Q a m c ci _�� $ G a!i civ c'ci 'r�r e Q R� U_ '-I' �l C�a o �6' o K ci $ G a U�v n C� m 4 C� U 5 '� G Uv o moo' e • Q {i U_ �2 G c�ro o a- , Q Q¢ C� 7 � ~L G C7� c C 421n 170A 620 170.0 435 1M.0 7" 170.0 478 170.0 ti68 170.0 5W 170.0 992 170.0 519 17D.0 1116 170.0 521 170.0 1240 170.0 521 170.0 14W 170.0 521 170.0 1735 170.0 521 170.0 19U 170.0 521 481n 170.0 T08 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 1-10.0 1700 170.0 600 170.0 1983 170.0 680 170.0 2267 17D.0 560 50.625in 170.0 747 170.0 563 170.0 8% 170.0 631 170.0 1046 170.0 654 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 7% 170.0 2092 170.0 7W 170.0 2391 170.0 756 64in 170.0 T97 170.0 612 170.0 956 170.0 691 170.0 1116 1T0.0 754 170.0 1275 170.0 803 1T0.0 1434 170.0 837 170.0 1594 l70.0 856 170.0 1913 170.0 861 170.0 2231 170.0 86i 170.0 2550 170.0 861 so in 170.0 8W 170.0 701 170.0 1063 170.0 797 170.0 1240 170,0 878 170.0 1417 170.0 944 170.0 15S4 170.0 996 470.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 160.8 2680 170.0 1063 631n t70.0 930 170.0 745 170_D 1116 170.0 850 170.0 1302 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 170.0 974 170.0 789 170.0 1169 170.0 9W 170.0 1364 170.0 1002 110.0 1558 170.0 1086 1T0.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 � 2338 170.0 12T5 151.9 2437 170.0 1286 132.9 2437 170.0 1286 w w 72in 170.0 1063 i70.0 878 170,0 1275 170.0 1009 t70.0 1488 170.0 1126 t70.0 1700 170.0 1220 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1438 124.8 2184 170.0 1529 109.2 2184 170.0 1530 J 76in 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165 1 4960 170.0 1421 148,6 1960 170.0 1505 123.8 1960 161.6 1548 i06.1 1960 154.D 15M 92.9 1960 152. 1 3 78in 170.0 1t31 170.0 967 170.0 i381 170.0 11i6 170.0 1611 170.0 1250 1T0.0 1842 tT0.0 1369'F53-0 1861 170.0 1474 137,4 1861 163.1 1500 114.5 1867 147.3 1473 982 1861 139.E 1459 85.9 1861 137,E 1454 i go in 170.0 7328 170.0 1144 149.1 1398 15B.0 1219 127.8 7398 136.0 1498 111.8 1398 121.3 1t79 1398 110,2 1162 89.5 1398 101.E 1147 74.5 1398 89.8 1122 63.9 1398 827 1105 55.9 1398 96in 147.4 1229 151,5 1098 122.9 1229 127.6 1079 105.3 1229 111.2 1061 921 1229 9&9 10" 1229 89.6 1029 73.7 1229 82.4 1016 61,4 i229 72.2 993 52.7 f229 65.9 977 46.1 1229 62.1 967 108 in 103,5 971 f 05.6 .77 86.3 S71 89.0 862 74.0 9T1 77.2 849 64.T 971 68.4 837 9-11 1.8 826 61.8 971 56.5 815 43,1 971 49.0 796 37.0 971 44.0 782 324 971 40.8 771 ill In 95 4 819 87.3 832 79.5 919 81.9 619 66.1 919 70.9 WS 59. 919 629 794 919 56.7 784 47.7 919 51.8 774 39.7 919 44.8 756 34.1 919 40.2 742 29.8 919 37.1 732 120 in 755 786 76.8 716 629 7ti6 64.5 705 53.9 786 .5 1195 47.2 786 49.4 606 41.9 786 44.4 677 37.7 T86 4D.5 668 31.5 788 34.9 653 27.0 786 31.0 641 23.6 786 28A 631 144in 43.7 546 442 604 36,4 546 37.0 498 31.2 646 !31.9 491 27,3 546 28. 485 24.3 546 .3 479 21.8 546 22.9 474 18-2 546 i9.5 464 15.6 545 17.2 4y5 l3.7 546 15.5 448 r/n-1/.71 TABLE 12B " AncharC&jfa able(tbs) Subshat 27k Conciete ask 96nc. Hollow CMU FlBeoCMU PTWood Metal 5r1 Elco 1/4" SS Elco 501T Edo 1hr SS Elco #10 Steel *12 Steel sAl2 Steel Anchor Type 9/16^ElroUlttecan V4'ElcoUttr4con U 'sr16"EIcoUltracon V4^ElcoUttraton A99reGator Ullman A99MGator Screw(G5) Scmw(A Screw(GSJ Anchor Cflp Patterns 1" 2-ur 118^ 1" 2-Vr 1" 2-v2' r S1I8" 2" 0.48" 0.54" 0.324• Edge DFsliance (Iny. 1" 2-V2� Embednent pnX 1.814" 1-94" 13/4' I-W r 1-1/4" 141.r 1-1I4^ 1-114^ 1-1)4" 1-1/4" r t 38" 13/8' 1/at[e5 2 Anchors @ 4,75^ Min O.C. / Standard or Offset CUP (Flg 1&2): 3W IDS 390 IDS 450 •s 890 IDS - 1644IDS 270 tbs 280 Ibs 354 IDs 740lbs 3741bs 604 Ois 946 IDS 341 ibs 4#2 t?S 560IDS 4 Archors @ 268" Min O.C. I Standard (or Md) Clip (Fig 3): 740 Ih3 740 IDS 6W IDS 14851 1424 IDS N/A 560 IDS NIA 695IDS NIA am MS WA 682 tins 885IDS 112D Ihs 6 Antho^s tJt" Mirt O G. I StarWam (or OtSet)Cllp (Flg 4X ow IDS 1050 758 IDS 194611E NIA NIA 105 tte N/A 7991bs NIA WA WA 10221DS 1327IDs 1680 Its 4Anc hors (� 3' Mkt. O.C. f (2} 2ic5 Angle Clips / tFig 5X 780 Ibs 680 IDS 1560 Itsr712 IDs o40 5W to NIA 7601Ds 748 lbs 8801Ds 1892 bs 6821hs 885 Its 1120 IDS 6AMhMj@3" Min. O_C.1(2)WAtgleClips1(Fig.6X 1170IDS 11701hs 1020IDS 2340ItsIDS 840IDS NIA 1140UA 11221Ds 13201bs 21i36Its ii3221h5 13271DS 1680Its 3A thors @ 1.84" Min. O.C. I U-Clip, Into .125" AItXX (Fig. 7X NIA WA NIA WAA N/A WA WA WA NIA WA WA N/A NIA 1073 6Amhoa Q 0.64" Min. O.C. I U-Chp, into _125" Aftm (Fig. 4 NIA WA N/A WAA N/A WA NIA WA N/A WA WA NIA NIA 21 Rs 2 ArxtlDls @ 2Sir Mon O.C./ F-Clip (Fig. 4 370 IDS 3M IM 31510E 743 IDSIDs NIA 260 Ibs N/A 348IDS NIA 440 IDstJ/A 341 �s 442Ibs � Ibs 3A7Chof301.71•MIn.O.CJF-IIp(Fig_10X 443IDs 5258s 379lbs 073lbsA NIA 353Ibs N/A 3991hs N/A WA WA 511>bs 6641D4 8408'& NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A5 I HE a i w -j- ULIr. QLD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: • 111, FIGURE 5: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE7: FIGURE& He •. ANCHOR CAPACITY ADJUSTMENT FORMULA: pp.) X l ANCHOR CAP_ _ ANCHOR CAP. `MULLION CAP.,,�,.,L/ 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. 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 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE 9: FIGURE 10: ANGLE CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT • • (FIGURES 5&6) (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,045" THICK (18 IN PAIRS, GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHAD- EXTEND AT LEAST 3 SCREW Uj. THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD- MAY 8E STEEL, 18-8 S.S. OR 410 S.S. 4.000" 2" X 4• X 25' MULLION w ® CN O # w O U F obi � o � J 0 cD W w to • w ..a,� 0 COS co LLILU • • . .•. U • �z/ • • • U 4Sl oU .•' W • LLJ ; m » O • • a • •tea- • • I a Q C3 d�G iio N W X x ® E- i X j 0 Q N Q O Tcn �p U t m� PRODUCT REVISED as complying with the Florida Building Code NOA-Wo. 17-0630.01 Expiration Date 05/2612021 By Miami Product Control 'N " ti1GENS'E. * No. 58705 STITE O ''y (v�� A LWN MtLLEtN, P.E. FL P.E.# 58705 Y I AbLt l JA Mullion Capacity Table QbstIt2 Opening Width (for xertically-spandrg m 1fions) or Opening Height (for horizon lVspsrrlirlg ml11110ns) 501n 60 in 70 In 80 in 90 in 100 in 120 In 140 in 160 in 2 x 6 x Rectangular Loading TMp/TfiwV. Loading Rectangular Loading Trap(Trieng. Loading Rectangular Loading Trapf7dang. Loading Rectangular Loading TraptTdang. Loading Rectangular Loading TraplTlisng. Loading Rectangular Loading Trap/T-v- Loafing Ractangul� Loading Trapfiriang. Loading Rectangular Loading TraplFriang Loading Rectangular Loafing Trap/Tdang. Loading .26 Alum Tube Mullion 42in y a I3. U 170.0 a o.� U9 SM c U 170.0 �.. as V 435 n U 176.0 a.. a� Uv 744 2 is. V 170.0 �,� Vv 478 o m U 170.0 a �r m a Uo t 868 o U Sg �G 170.0 a Ti W +� Ua CoG (fir Q� 506 m V 11 1 170.0 - w am l�qp G U� C.4 Qa 992 m �qG C.7 �13 asG 170.0 a m W G U� ¢`'� 519 w �1Cqq• U �8 170.0 .. w W U9 `o m ¢� 1116 -a W W� U_ o cy�yQ �Fs 170.0 z �. g,o W C. Uv o ,Z�' QtY 521 n W U_ o f c 170.0 a- n� W,••• Uv � � � 1240 U oa U ° `- $ 170.0 0� G V v c o dkw 521 a 0 n !Wq U o � :3 170.0 '9-; a� G U� g '9 drr� 1488 a n U ffi S 170.0 a - c.� Uy, 0 '6� a`� 521 o. U c 08' 34 170.0 -6 a, a� G Ua i5 .� �cCq'� c 1736 U o 170-0 r n� . Up � 521 o. U � C 170.0 n� v Us i5 1983 ii U_ � 170.0 a �,. a2 G U•o 5 -9 521 48in 170-0 708 170.0 524 170.0 $W 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 00.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 50.6251n t70.0 T47 170.E 563 170.0 898 170.0 fi31 170.0 1046 1T0.0 684 170.0 1195 17D.0 723 170.0 1345 170.0 747 170,0 1494 170.0 756 170.0 1793 170.0 7W 170.0 '2092 170.0 755 170.0 2391 170.0 756 54in 17MO 797 170-0 612 17D.0 9W 170.0 691 170.0 1118 170.0 754 170.0 t275 170.0 803 170.0 1434 170,0 837 170.0 IMA 170.0 $56 170.0 1913 170.E 861 170.0 2231 170.0 861 170-0 25W 170.0 861 60in 170.0 885 170,0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170,0 IT71 170.0 1033 170.0 2125 170,D 1063 170.0 2479 170.0 1063 170.0 2833 170.0 1083 63In 1T0.0 MO 170.0 745 170.0 1116 170-0 850 170.0 1302 170.0 940 170.0 1488 1TD.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 116E 170.0 2603 170.0 1171 170.0 2875 170.0 1171 661n IMO 974 170.0 789 110.0 1169 170.0 SM 170.0 1364 170.0 Il= 170.0 15M 170.0 1086 170-0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170-0 1286 c 72in 170.0 t063 170.0 878 170.0 1275 170.0 1009 170.D 1486 1T0.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 1530 J 76itr 170.D 112Z 170.0 937 170.0 1348 570.0 1080 170.0 1570 170-0 t209 170.0 17t# 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.E 1829 170.E 3140 170A 1694 170.0 3589 170.0 1705 3 78tn 170.0 1151 170.0 967 170-0 1381 170.0 1116 170.0 1611 170 0 1250 170A 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.4 2763 170.0 1700 t70.0 3223 170.0 1777 170.0 3683 S70.o 1796 1I0in 170.0 1328 170.0 1444 170.0 1564 170.0 1328 170.0 1859 1T0.0 1498 170.0 2125 170.0 1553 1T0.0 2391 170.0 1793 170A 2656 170.0 1918 170.0 3188 170.0 2125 15E.0 3453 170.0 2273 136.5 3413 170.0 2351 981n 170.0 1417 t70.0 1232 1T0,0 1700 170.0 1434 170.0 19M 170.0 1622 170.0 2257 170.0 5794 170.0 25M 170.0 1952 170,0 2833 170.0 2095 160.0 3199 170.0 2338 137.1 3199 166.6 2470 120.0 3199 156A 2428 103in 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 123.8 2781 140.4 2281 105,9 2781 125.4 2234 92.7 278i i16.0 2190 11/1n 170.0 1638 t70.0 1451 170.0 1966 170.0 1700 170.0 2293 170.o 1832 170.0 2621 170.0 2149 151.8 2532 1$2.3 2245 138.6 2632 14&4 2216 113.8 2632 128.4 2186 87.6 2632 115.1 2126 85.4 2S 2 to8.3 2096 120in 170.0 1771 170.0 1586 170.0 2125 170.0 1858 154.4 2252 158.9 1981 135.1 2252 141.4 1984 120.1 2252 1272 1939 108.1 2252 1181 1915 90.1 2252 99.8 1872 77.2 2252 88.9 1838 67.8 2252 81.4 1808 144 In 125.1 1564 126.6 1445 104.3 1564 108.1 1425 88.4 t564 91 S 1407 78.2 1564 80.7 1390 69 5 1584 72.3 1373 62.6 1564 ti5.7 1358 521 1564 58.0 1330 44,7 1564 492 1305 39.1 1564 44.4 1283 TABLE 13B t Substrate: Anchor 23k Concrete Caoa 3.5K Cana. ltv Table Ibs F�Ilalr CMU Rfled CMU PT Wood Metal 5116" Elco 114" SS Ek:o 5116' Elm 1/4" SS Elco W a Steel 1112 Steel 912 Steel r Anchor Type: 3116" Elco Ultracm IA' Elco UKracon Ultraeon 3116" Elco Macon 1/4" Elco. Ultracon AggreGator Uftraoon AgweGator Screw (G5) Screw (G5) Screw (G5) pnchorC6p patterns Edgegstancepn7 1" T-t/2" t' 2-1t2" 3-1/8' 1' 2-1/2" 1' 2-1/2^ 2" 3-116" 2" 0.48" 0.54" 0.324" Embedment (mr 1-W4' 1-314" 13/4' 1-3/4" 2' 1-1/4 1-114" 1-114" 1-1/4" 1-114" 1-1/4" 2" 13B" 1316' varies 2 Anchors Q 4.7S Min. C.C. I Standard or Olrset Clip Fig. 1&2): 390 lbs 3901bs 450lbs 890Ibs 1644 Ibs 270 Ibs 280 Ibs 3641bs 740 Ibs 374 Ibs b641bs 946Ibs 341 lbs 442 Ilm 5001b• 4 Anchors 4.68' Mln. O.C. I Standard (or offset) Clip (Fig. 3): 780 Ibs Too lbs 9W Ibis 1780 lbs 3232lbs 5401bs 5W ins 708Ibs 1480 ba 748 lbs 1272lbs 1892 fbs 682 The 685 lbs 1120 lbs 8 Anchors 1-71' Min. O.C. I Standard (or Offset) C14 (Fig. 4} 11801bs 14DO lbs 1010 lbs 2595 lbs N/A WA 940 lbs NIA 1065 lbs WA WA WA 1363 lbs 1770 Ibs 2240 Ws 4 Anehas @ 3" Mlr, O.C.1(2) 2x5 Angis fps / ft. 4 780 ba 780 !bs 680 lbs 1560 Ibs 1995 lbs 540 lbs SW lbs WA 760 be 748 lbs 88o Ibs 1892 lbs 682 lbs 885 tbs 1120 The 8 Anchors @ T Min. O.C. / (2) 26 Angte Clips I (Fig. 4 15M lbs 1560 lbs 1360 lbs 3120 The 3792 Ibs 1060 81s 1120 tbs WA 15M lbs 1496 lbs 1760 Ibs 3784 lbs 1363 be 1770 lbs 2240 lbs 12 Andras @ 1.5' Min- O.C. / (2) 2x5 Angle Cips / (Fig. 7$ 1660lbs 2100 lbs 1440 16s 3T80 lbs WA WA 1320 Its WA 1500 lbs WA WA WA 2045 Ibs 2654 lbs 33601bs 4 Anchors Q I.W. Min. O.C. / U-Clip, into .125' Alum. Fig- 8): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1 1430 lbs 8 Anchors C 0.15C Min. D.C. / U ap, into .125" Atran. (Fig. 9) WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2861 Ibs 2 Anchors fa 4.65" Min. O,CJ F-Clip (Fig. 10): 390 Ibs 3901bs 4501bs 890 Its 1616 Ibs 270 lbs 280 lbs 354 lbs 7401bs 3741bs fi3S lbs 946 lbs 341 Ibs 442 tbs 580 tbs 4Anchors ® 1.71" Min. O.CJ F-C8p (FIg, 11j 590 lbs 700 lbs 5D5IN 1298lbs WA. WA 470 lbs WA 533 lbs WA WA 1A e82 Ibs 8851bs ti201ba NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PA I TLKN ANU ANC6VK VALUc0 MO i r1C J n-mmurumv FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE & FIGURES: FIGURE 10: FIGURE 11: • • • • • • • • • • • • . . . • • FIGURE 5: FIGURE 6: FIGURE 7: ANGLE • • • • • • • • CUP (FIGURES • • • • • • • • 5-7) MUST BE • • • • • • USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X l ANCHOR CAP.,,a,,, _ ANCHOR CAP.,, MULLION CAP., „ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY -BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 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-FIU CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATEI YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL 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. 1---2.000"---1 2"X6'X.25" MULLION 6.000" • w ❑ z 1- C7 rl J � Q N _ Z CO 80 -1 N LU X X c) Q lV W ao CL a 0� PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By .� �11Y LYNX No.58705 %�0O� ' SAA �L41 Z Pf A. QVW �(�(L►Ei�; P.E. FL P.E.# 58705 TABLE14A Mullion Capacity Table Ibslfe Opening Width (for vertically-sparxiing mulion9) or Opening Height (forhodwrttaly-spanHng millions) 50 In 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in Rectangular Trap[Tdang. Rectangular TraplTriang Rectangular Trapffftng. Rectangular Trapffdang. Rectangular TraplTriang. Rectangular Trap/Triatg. Loading Loading Rectangular Trap[Tirfang Loading Loading Rectangular Trapfrriang Loading Loading sV Rectangular TrLoading Loading Loading 1.26" 2.11" Loading Load'rcp Loading Loading Loading Loading Loading Loading Loading Loading x .126" Alumk ".a- •VCG .G�.. � .GQN`., uU�_ .'-U �Lr3CV Tg aU8CV c S.m5p Tx Az C aCCbG�o "UL�VG�CG. Tube Mull US�GV0 U U` CC)o U a !A}}3(( Uu (�° i8 C�ig Va Uv ]a ma,qy �. �Cry (CV0 B'3a ��.r tJp¢. CGQ5 LaQc�2 C ZV C�i q Ln' S Ztl CJ$ C .ULU"78P S n Cr m G7C VYC q V yG� 9� i Gp 2. 42 in 144.2 526 167.0 428 120.2 526 148.9 419 103.0 526 13&9 414 90.1 525 134.6 411 80.1 526 134.1 411 721 526 134.1 411 60.1 525 134.1 411 51_S 526 134.1 411 45 1 526 134.1 411 48h 96.6 403 108.0 333 80.5 403 94.7 325 69.0 403 WA 320 W4 4W 81.4 317 53,7 403 79.1 315 483 403 7&6 314 40.3 403 78.6 314 34.5 403 78.6 314 30.2 403 78.6 314 50.625 in 82.3 362 91.0 301 68.6 362 79.3 294 58.8 362 71.9 289 51.5 362 , 67.2 286 45.7 362 64.6 284 41.2 362 6a6 283 34.3 362 63.5 283 29.4 362 83 5 2fi3 25.7 362 63 5 283 54fn 67.8 318 74.1 267 56.5 318 64.2 261 48.5 318 57.7 256 424 318 53.5 253 37.7 318 50.8 250 339 318 49.5 248 2H.3 318 49.1 248 24.2 318 49.1 248 21.2 318 49,1 248 cc 601n 49.5 258 53.1 219 41.2 258 45.7 214 35.3 258 40.7 210 90.9 268 37.2 207 2T5 258 34.8 2D4 247 258 33.4 203 20.6 258 32.2 201 t7.7 258 3Z2 20t 1i5 258 32.2 201 J 63 in 42.7 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 166 21.a 234 28.0 184 17.8 234 26.6 183 i5.3 234 26.5 183 13.4 234 26.5 183 `E 66 in 372 213 39.4 183 31.0 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 18.8 213 73.7 169 15.5 213 22.2 167 13.3 213 220 166 11.6 213 22D 168 72in 28.6 179 30.1 155 23.9 179 26.8 152 2D.4 179 225 149 17.9 179 20.3 147 15.9 179 18.7 145 76 in 24.3 E��161 161 2SA W20, 3 f61 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 Ell T81n 1 22.5 152 1 23.5 133 18.8 152 19.9 1 131 16.1 152 17.5 1 128 1 TABLE 148 prfehorCapaciiy TabIe (Ibs Substrate 2.7k Cuntlete 3.5k Core. Hollow CMU Filled CMU PT Woad Metal ArkhorType AnehorCIp Patfems EpOE Distance (IR): Embedment 4 Ancltws C r Lon. Q C. / (2) a5ArngIC pips ! (F1g. t} T16"EkUI OMOn lirEkoUltwan 5/16" Eko Uttrdcon 3r16"EkoUttracon 1l4"EkoUltracon 114" SS Eko AggraCaator 5116' Eko Utmon 114" SS Eko AgreGetor #10 S el Screw(G6) #12 Steel Screw (CA #12 steel Screw(G5) 1" 13r4" 780 Ibs 2-1/2' 13/4" I 7200s 1" 1314" 680Its 2-t2" 1J/4" 1556lbs 3-118" 2" 18961b5 1" t-f/4" 340 ms Z-1r2" 1-v4" 560Itn F 1-1/4" - NIA 2-fYr 1-v4" 1 760 Ibs 2" r1r4" 74a 16s 3-1/8" 1-vr 8801tg 2" 2" 18921bs 0.48" 1-3!8" 682 IDs 0.5a' I -we 885 its 0.�4�. cartes 14301135 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI,) X \ ANCHOR CAP.,,•,,,,,,,,\ _ANCHOR CAP."„ `MULLION CAP.,,•,,,,, j USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1 } SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 26 -1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21 23. O ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. .125" ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED nI_ YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" I THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1.26" X 2.11" X .125" MULLION LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. cl qt u. O ter O LL Z �. Er • •• J • 4LJ • • • Pa 4LU •O a• m M • 32 () 0 ,. •2. LLI • - 2( --49 • IV Q - LO - z ": Q Q X Z m co co o mo t�[ � X fYlJ o 0 g a CD > O -6 m ;�mCL' PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By ---- Mlaml-Da j Product Control L�H * : No. 58705 ZORION �� ' ATE � � •'�1��` OVAL A. NIUMIl iER, P.E. FL P.E.# 58705 At9Lt -1OA Mullion Capacity Table (lbs/ft2j Opening Width ( orvertically-sparlr>ing mullions) or Opening Height (forhoriaontakspary ing mdfals) 50 in 60 in 70 In 80 in 90 in 100 In 120 in 140 in 160 In 325" 30 Rectangular L n9 Trap/Tllang- Laedin9, Rectergular Loading TraplTriang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading TmplTdeng. Loading Recterlgtrlar Loading Tmprrdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading 11 WTdang. loading DEG. AL BAYNhJLL y y A y Q C. a i\I € r: G 4 2: a a 6 � m Q C� k `2 G - 01 ¢ R' a C G � Q R• n C N E G a� c3 G 9: a c s G a o c K a C cV G _� o g S N 5 o�mas o c LL� "d " LL• R �e N G' G a w n •- S Q C tv a G `o . r L� �y pp 6 `o ° Cd C C qq , L G o 5: Q R• p m" �2 `o �- f8 N 0 `- m Q r Y m CL O lV �� = ar '2 v; Q m tl TL G N g `o d Q K 42in 170.0 620 170.0 435 170.0 744 1 17Q0 473 W0.0 Wil 170.0 506 170-0 992 170.0 519 170.0 1116 170.0 521 170,0 1240 170.0 521 179.0 1488 170.0 621 170.0 1735 170.0 521 149.1 1740 170.0 521 45in 170.0 708 170.0 524 170.0 850 170.0 554 170.0 992 170.0 630 170.0 1133 170.0 Of 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 680 130.5 15V 170.0 SM 114.2 1522 170.0 680 50.6261. 170.0 747 170.D SM 170.D 896 170.0 631 170.0 1046 170.0 684 170.0 1195 1-rao TM 170.E 1345 1710 747 164.2 1443 170.0 756 136A 1443 170.0 756 117.3 1443 170.g 756 1026 1443 170.0 756 541n 170.0 797 170.0 6tZ 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 160.4 1353 170.0 837 144.3 1353 170.0 856 1203 1353 170.0 S61 103.1 1353 170.0 861 90.2 1353 170.0 861 60in 170.0 MS 170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 873 146.1 1218 170.0 944 129.9 1216 159.8 936 116.9 1218 IV-1 924 97.4 1218 146.1 913 83.5 1218 146.1 913 73.1 1218 146.1 813 63in 170-0 930 170.0 745 170.0 1116 170.0 850 1$0.2 1160 168.8 933 131A 1150 1-53.0 914 116.8 1150 141.11 898 105.1 1150 1342 885 87B 1150 126.7 871 75.1 1160 126.2 870 65.7 1150 1262 870 t Win 170.0 974 170.0 700 152.4 1046 165.8 881 130.E 1048 146-15 W4 114.3 1048 133.1 850 101.6 1048 123.4 839 91.4 1048 11&6 SW 762 t048 109.4 t121 65.3 1048 108.2 818 57.1 1048 108.2 818 e 72 in 140.8 880 147.8 764 117.4 880 126.0 748 100.6 880 110.11 734 88.0 W 100.0 722 78.2 883 92.0 112 70.4 SM SU 703 58.7 $60 792 693 50,3 Mo- 76.5 6W 44.0 880 76.4 688 78in 119.7 790 125.1 890 99.8 790 106.4 876 85.5 790 93.7 663 74.8 790 83.9 652 66.5 790 769 643 59-9 790 71.7 635 49.9 790 65,1 514 42.8 790 62.1 619 37.4 790 61.5 617 S 2 78in 110.8 750 115.5 657 92.3 75o 88,1 644 79.1 750 $5.9 632 69.2 750 77.1 621 61.6 750 10A 612 55.4 7W M7 WS 462 760 59.4 694 39.6 750 56.2 50 34.6 750 65.5 zim 90 in 72,1 563 74.4 500 60.1 5M 62-9 491 51.5 50 64.8 483 45.1 563 489 475 40.1 50 44.4 468 36.1 563 40.9 462 30.0 563 36.2 452 25.8 563 33.3 445 22.5 :,s3 31-a 442 96 in 59.4 495 61.1 443 49,5 495 51.5 435 424 495 44.8 427 31.1 495 39.9 421 33.11 495 36-1 415 29.7 495 332 408 24.8 495 29.t 400 21.2 495 26.6 394 18.6 495 25.0 390 108 in N.7 39i 42.6 353 34,8 391 35.9 348 29.8 391 31.1 342 26-1 391 27.6 337 23,2 391 24.9 333 20.9 391 22.8 328 17.4 391 18.7 321 14.9 391 17.8 315 1111n 36.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.O 370 25.3 320 21.4 370 22.8 316 19.2 370 20.9 312 16.0 370 18-1 305 1201n 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 27-5 280 19.0 317 19.9 276 16.9 317 17.9 273 144In 17.6 220 17.8 203 TALSLL 1bt5 Anchor Ca Ity Table s Substrate 2.7k Concrete 3.5k Caic- Hollow CMU Filled CMU PT Wood Metal 5/16" Elco 1/4 SS Elco 5/16" Elco 114• SS E(co SIO Steel 912 Steel #12 Sted Anchor Type: 3/18" Elco Ultracon 1/4' Elco Ultradon Uhnnon 9/16" Elco Ultraoon 1/4" Efco Ulbacdn AaamGahu Ult acon AaweGator Screw (G5) Screw (G5) Screw (G5) Anchor Clip patterns Edge Distance (In): 1` 2-1/2• r 2-112' 3-u6" 1" z-1f2" 1" 2-1f2'• x 3-118" x 0.48• 0.54" 0.324" Embedrnent (Ink 13/4" 1-Y4" I-W4" I-W 2" 1-114, 1-1/4" 1-IW 1-1/4' 1.114" 1-1/4" 2" 1-31W 1-3/8" varies 2 Anchors @ 5' Min. O.C. / (2) 2x5 Anpte Clips 107W. t): 390 lbs 390 Ibs 45D On 890 lbs 1700 lbs 270 ibs 280 Ibs 354 lbs 740 Ibs 374 Ibs 720 U3s 946 hs 341 Ibs 442 Ibs 5W bs 4 Ar-t- Q 35* Aft O.C. / (2) 20 Angie Clips I (Fig. 2): T801bs 780 Ibs 7W lbs 1670 roe 2525 be 540 lbs SW tbs N/A 1120 Ibs 748 lbs 880 Ou 1892 81s W2 Ibs 885 Ibs 11201bs 6 Andras Q 2.71" Nkn. O.C. 1(2) 2x5 Angle dips / (Fig. 3k 1120 lbs 1120 Ibs i 956 lbs 2246 Ibs 22641ba NIA 840 ibs N/A 10591bs NIA 1 1320lbs N/A 1022lbs 1327 Ibs 1660 U FIGURE 1: • FIGURE 2: • • FIGURE 3: ANGLE CLIP (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 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 LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EMEND 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. 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. m rn N ®� O ice � O obi uj Ell z w a J :O , • w ww[0./•i� W r .-r •F- U • • •,t w2 LLi z Cq U~1 Q z Z Z Q Z co I¢- W a LU -C lY o W 0 0 an U M ao M _� fl U m m 0 Q PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By M12fnli-90de Product Control t1ii111111/ 4lCENs� NO. 58705 I� OST, ��ATE m /'//'ONAL ENS`"' A. LYfSIVIM�LLER, P.E. FL P.E.# 58705 V IHtSLt 7bH Mullion Capacity Table bsill? Opening Width (for vertically -Spanning rriddiens) or Opening Height (for horiaorrta*sparring Millions) 50 in 80 in 70 in 801n 90 in 100 in 120 in 140 in 160 in 326" 45 Rectangular Loading Tr'#Tdang. Loadng Rectered- Loading Trap/Tdarv. Loafing Red-liplar Loa&Q Trap/Tdanp. L.aadn9 Rectangular Loading Trap/Triang. Leading Rectangular Laading liap/Triartg. Loafing RectangularTnipfTftng. Loadng Loading Rectangular Loafing Tr*TAang. Loading Rectangular Loafing Aap/Tdang. Lcading Rectangular Loading Ttap(M-0. Loading DEG. AL BAY MULL " p Na v cc O G "• �I a� va 3 R 6 n L py cio �. m 0 C Wp, q v o a V m C& m 0a C t_ N C o _L m Q N 0 L W W Q� m .... 0� E 12 R C1. ci `� G m a� m y a� t �• �a m a m a �� W N aA m C o _E' o m Q N 4 3 `� G 67 6� W v 0� C Q X Z W 4 m v F� G _� :9 G 'a W 0.� W C ct�, L in f7 �• ¢ u m Q m u C N O C 7 A W W Qe m 0� is 9 y m Q m n N C m W d • •..- nv t] W g. a ref, W a m ob p 'q� LV ti W L [6 o N W W Ild W u vv L GLa Q m a N W W oa L {Li (� W C O m a ov yQ m U W Q W o G a m in W G as p V m c� m p ov Q sXX W m o C _ m W oa p 42in 170.0 620 in.0 435 170,0 744 1 170.0 478 170.0 868 170.0 WS 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.01 1735 170.0 521 160.3 1871 170 0 521 48 in 170.0 708 170.0 524 170.0 SW 170.0 584 170.0 992 170.D 63D 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 680 140.3 1637 170.0 680 122.8 1637 170.0 6W 50.625in 170.0 747 170.0 Sea 170.0 W6 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 755 126.1 1552 170.0 756 110.4 1552 170.0 756 54in 170.0 797 170.0 612 . 1T0.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170,0 803 170.0 1434 170.0 837 1552 1455 170.0 866 129.3 14S5 .170.0 661 110.8 1455 170.0 Wl 97.0 1455 170.0 861 60 n 170.0 885 170.0 T01 170.0 1063 170.0 797 170.0 1240 170.0 878 157.1 13D9 170.0 944 139.7 13C19 170.0 996 125.7 1309 183.5 994 104.8 1308 157.1 982 59.8 1309 157.1 QU 78.6 13M 157.1 982 63in 17D.D 930 170.0 745 170.0 1116 170.0 850 162.9 1247 170.D 940 '142.5 1247 164.5 983 126.7 1247 1528 965 114.0 1247 144.3 952 95.0 1247 138.2 936 81.4 1247 135.7 935 71.3 1247 135.7 935 66 m 170,0 974 170.D -189 170.0 1169 170.0 903 148.4 1190 163.7 965 129.9 1190 147.9 945 115.4 1190 136.5 928 103.9 1190 128.4 914 88.8 1190 119.5 896 742 1190 118.7 893 64.9 1190 118,1 893 c 72 in 161 b 1010 I68.8 877 134.7 t O10 144.E 859 1 f 5.4 1010 t272 842 101.0 1010 114.7 828 89.8 1010 105.6 817 60.8 1010 98.9 807 67.3 1010 90.8 795 $7.7 MO 87.8 790 50.5 1010 87.7 789 J 76in 137.4 OW 143.6 792 114.5 W6 122-0 775 98.1 OW 107.1 761 85.9 908 96.2 749 T6.3 906 882 738 88.7 806 623 729 57.3 906 74.7 718 43.1 906 71.2 710 429 906 70.8 708 M 78in 127.1 861 132.5 754 1059 861 112.5 738 90.6 881 98.6 725 79.4 all 88.5 713 70.8 861 81.0 703 63,6 86t 75,4 S94 53.0 861 68.1 661 45.4 861 64.5 675 39.7 861 63,7 672 90 in 827 646 85.4 574L39.91 72.1 564 59.1 646 6Z9 6M 51.7 646 56.1 545 48.0 646 50.9 537 41.4 646 47.0 530 34.5 646 41.5 519 29.5 646 38.2 511 25.9 646 36.5 507 0 in 682 566 70.1 508 59.1 409 48.7 505 51.4 491 4ZO 50 45.8 483 37.9 SW 41.4 476 34.1 5W 38.1 470 28.4 WS 33.4 459 24.3 568 30.5 452 21.3 568 28.7 447 106in 47.9 449 48.9 405 412 399 342 449 35.7 393 29.9 449 31.7 357 25.5 449 28.6 382 23.9 449 28.1 37T 20.0 449 22.7 368 17.1 449 20.4 361 15.0 449 18.9 356 Ill in 44.1 425 45.0 385 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.5 425 202 362 22.1 425 24A 358 18.4 425 20.7 350 15.8 425 18.6 343120 In 34.9 364 35.5 331 29.8 326 249 364 25.5 321 21.83t 4 228 317 19.4 384 20.5 313 17.5 3ti4 187 309144to jj 20.2 253 20.4 233 17.1 230 l At$Lt 1013 Anchor Capacity Table tbs Substrate: 27k Concrete 3.5k Conc. I Hollow GMU F'419d CMU PT Wood Metal 5116" Eko lJf ucci 9/16" Eko Uitracon 1!4" Elco UBracon 114" SS Eke AggmGator 5/18" Etce Uttmoon 1/4" 8S Eko AggreGator 910 Steel Screw (G5) 912 Steel Screw (G5) 912 Steel Screw (G5) Anchor Type Anchor Clip Patterns Edge Distance tNi): Embedrnerrt ((n): 2 Anchws @ 5' Min O.G.1(2) W Angle Clips / (Fig. 1): 4 Anehow @ 3.5" Min O.C. ! (2) 26 Angle Clips ! (Flo. 2): e Anchors @ 271' UK O.C. ! V) M Angle Clips ! (Rg. 3): 3/16' Eke 1" 1-3/4' 390 Sys 780 bs 1120 lbs Ul2-1rT 2-1/2' 1-314" 390 bs 7W MS 112D Ibs 1!4" Eko I. 1-3/4` 450" 1 T90 Ibs I 958 be lllhaoon 2-1/2" 1 314' eW Ibs 1670 Ibs 2246 lbs 3-118' 1" 2-t/2" t" 2.//2" Y 3-118" 2' 0.48' 0.54' 0.324' 21 1700Ibs 2525 be 1 2264 Ibs t-114" 270 Ibs 540 lbs N/A 1-1l4" 280 lbs 5601bs $40 lbs 1-1/4' 354 Ibs WA WA 11-114" 7401bs 11201bs 10591bs 1-1/4` 374 Ibs 1 748 Ibs f WA 1-114' M We 880 Ibs 1 1320 ks 2' 946IN 1592 lbs I WA 1-318` 341 ibs 6821bs 1 1022 Ibs 1-318" 4421be WS lbs 1327 lbs vanes 560 lbs 1120 lbs 1 1680 lbs 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 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 0.56. 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. ANCHOR CAPACITY ADJUSTMENT FORMULA: i (DP.) X ` ANCHOR CAP.,"," I =ANCHOR CAP... `MULLION CAP.,,,a,, / USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 125" e4 • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date By .�10 pNY .LY?�N i 0GENSF * : No. 58705 0. 14TATE OF ,A. OACE NN a MIW51A, P.E. FL P.E.# 58705 iL 0 LU m U U_ W ••;• • 2 • W •••• rn • W ••• Z • Q •• U , j••�.125" � �.125" -T D CLIP JLSTANDAI ALUM.2.125" TION U-CUP I 6063-T6 ALUM, 125" X-SECTION .740" h- 5.500" 3.125"- ---�{ CUT TO 375" .375"--I _CREATETE F-CLIP, SEE MIN. MIN DETAIL F, SHEET 4 r---------I r-------� A I 1 I I L- -----� L-------- J �- STANDARD CLIP 6063-T6 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 + V16". -5.500" --j .375" .375" I MIN_ MIN. --------i I 1 I li I I 1 I I I I B I I 1 I I I I I I I I I C OFFSET CLIP 125" 5063-T6 ALUM. I TOPVIEW .740"-1- .338° MfN. U-CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". "rADI C Q 1" X 2.75" X .650" MULLION 6063-T6 ALUM, X•SECTION 11 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION 125" 5.000" .375" MIN. ---I r----------------------- L------------------- 2X5ANGLE CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16 . Mull Dimension (sheet4) PGT Part$ Mullion Std. Clip Offset Clip U-CAip .Angle Clip 1" X 2" X .125' (5) 66605 666113M 6661118M 666243M 666511 M 1" X 2" X .375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X .375" (7) 66607 666115M 6661120M 666245M 666513M 1" X 2.75' X .650" (8) 66M 666116M 6661121 M 666246M 666514M V X 3.125" X.500" (9) 66637M 6861116M 6661114M 666242M 666515M 1.26, X 3.188" X .265' (12) 66641M 6661117M 6661113M 666241 M 666516M 1.26" X 2.11" X, '126' (18) 69370 NIA NIA WA 666517M 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. I-"--1.266"I'l I U.1900- 25" 2.116"125' ' 1.26" X 2.11" X .125" MULLION 6063-T6 ALUM. X-SECTION TARI F A Dimension Value (in) For Mullion: 625 X.125" Aluminum Tube Mullion EB2.654 .895 .740 A 1,125 V X2" X.375" Aluminum Tube Mullion e 2.404 C 1 0•635 D 0.490 A 1.875 1" X 2.75"" X 375 Aluminum Tube Mullion 8 3.000 C 0.757 D 1.118 A 1.312 1" X 2.75" X .650" Aluminum Tube Mullion B 3.000 C 0.476 D 0_B36 A 2000 V X 3.125" X .500" Alum Tube Muff B 2.637 C 0•853 D 1.137 A 2.625 1.25" X3. 188" X.265" Alum Tube Mull B 3.262 C 0.862 D 1,762 A 1.813 1.26" X2.11' .121" Alum Tube Mull PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami- � Product Control m CA IL- 0 {y�J U ILL w W V) U) F- ••••:• (A ' • LLJ (D ZZ •••••� O •.•. ti •• r- • rn LYlt/v �. M/ � � t• ' 45GENSF'•.�� No. 58705 0, TE �,a'tlrpl0 ' .... ••t�����. FL PH.# 58705 --1 1.000' t-- ---j 1.000" j•--- .062'- .062" 25' 126" "X" X .125" t '"X " 1" X 4" X .375" MULLION MULLION 6063-TS ALUM. 6063-T6 ALUM. X-SECTION X-SECTION 125' X 3.25" X .100" 125" X 3.25" X .624" MULLION MULLION 6W5-T5 ALUM. 6005-T5 ALUM. X-SECTION X-SECTION 5* BAY MULLION 3-Te ALUM. X- CTION .062"-j .385' --1 .820' �- 1.25" X 3.94' X .624" MULLION 6005-T6 ALUM. X-SECTION r 2. q t 125' STANDARD CLIP 6063-T6 ALUM. X-SECTION r.125" 740" 1 2.125" U-CLIP 6063-T6 ALUM. X-SECTION 125"J 5,500' CUT HERE TO 375' .375' 3.125" � j _ CREATE F-CLIP, SEE MIN I I DETAIL F, SHEET 4 N, .375" MIN. I I I I I I I I I I I I - - -4 I I I I I I I I I I I I I 1 i STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6053-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVEW SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16% a.avv 375" ! 1 i 1 1 1 i I I I 1 I f I 1 I I I ! 1 I I I I E I I t t 1 t I 1 E 1 I 1 i I 1 I C, OFFSET CLIP .125' 6063.76 ALUM. TOPVIEW NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET 2) SEE SHEETS 10,11, 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 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 + 1116'. .375" U-CLIP 6063-T6 ALUM. TOPVIEW TABLE C 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". Dimension Value (in) For Mullion: F 3.687 .125" Aluminum Tube Mullion G 1.000 H Z680 1 3.000 F 3.187 1" X4" X .375" Aluminum Tube & "T' G 0.75T H 2.430 1 3.000 F 2.250 1.25' X 3.25• X.100•' Aluminum Tube Mullion G 0.750 H 1.500 1 3,250 TAPI G n TABLE C. CONT. Dimension Value (in) For Mullion: F 1.938 1.25" X 3,25' X .624" Aluminum Tube Mullion G 0.500 H 1.438 1 3.250 F 2.625 1.25' X 3.94" X.624' Aluminum Tube Mullion G 1.125 H 1,500 1 3.260 F 2.813 30' Bay Mull F 2.875 1 45' Bay Mull .125" 375' • 4 5 U CV a W W 2 • •• w � 1•• _ cD C� •• • z to • _ i• d, op i AI. m0 • z �. • w O J 0 a CL z 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVEW PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 o By w Miam ado roduct Control rn a to L9 >r J 4 U Z � '1,1111fli/!/ Mull Dimension (sheet #) PGT Part# Mullion Std. Clip Onset CFIp U-Clip IAngIeCIIp 1" X 4' X .125' (10) 69364 666111 M 6661122M 666241M 666518M 1" X 4- X .375" (11) 66610 666112M 6661123M 666242M 666519M 1" X 4 X .375 " P (11) 66653 666112M 6661123M 666242M 666819M 1,25' X3,26- X.100" (13) 20160I20312 6661127M 6661124M 6662410M 6665115M 1.25• X3.25" X.624' (14) 20161/20315 6661128M 6661125M 6662411M 6665116M 1.25" X3.94' X.624' (15) 20162 6661117M 6661126M 666241M 666517M 30 Degree (19) 66649 WA N/A NIA 6665110M 45 Degree (20) 66650 N/A WA NIA 66WIl IM ` pN.......... �� '��'• 1-10EIVSE No. 58705 IL O A. LYNN MILLER, P.E. v FL P.E.# 58705 Mull Dimension (sheet#) PGT Part# Mullion Std. Clip U-Clip Angle Clip 2'X,V'X.25'(16)j 66602 666261 M 666271 M 6665112M 2" X 6" X .25" (17) 66604 666262M 666272M 6665113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE -•-.125' CLIP IU-CLIP 2X5 ANGLE CUP �L6063-T6ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 2.000"ON 2.125" X-SECTION 2.000" X-SECTION 125' I .125" 125" t•� 1.490"--� HOLE LOCATIONS. 1--1.490'---1 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500" CUT HERETO 5.000" 375" 3.500" CREATE F-CLIP, MIN. 2.000' .375" `C _ SEE DETAIL F, .375' .375" MIN. SHEET MIN. -- -- r---------------------� r------------------------- 1 I I I I I f 4.000" I L � I I 250" 2" x 4" X .25" + 3.438"I 3.438" i I MULLION I I I 6063-T6 ALUM. j I I I I .375" X-SECTION I L------------ _J MIN. I �- STANDARD CLIP I 2X5 ANGLE CLIP U-ClIP, 6063 T6 ALUM. CENTER OF ANCHOR kOLE MUST LIE 6063-T6 ALUM, CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. /CEN OR 2" X 4" MULLION, SHEET 16 .250" WITHIN THE DASHED BOUNDARY. SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1116". E DASHED BOUNDARY. SEE DIAMETER ANCHOR DIAMETER + 1l16". SHEETS 16-17 FOR THE ANCHOR O.C. . 5.500" DISTANCE. MAXIMUM ANCHOR HOLE CUT HERE TO DIAMETER: ANCHOR DIAMETER + 1/16". _ 5.000" (--2000"--� .375" j 3.500" -�{ SEE A -CLIP, 375„ 375" __ ii 1 SEE DETAIL F, MIN. �' SHE .375" MIN. MIN. .375" -- - ----------------- i I 1 I 1 jI 1 I I I I I I I I I I I l I I I f I I I 1 f I I I .250" 6.000" ICE IF 4.688' r 5.438„ 4-� - - - 5.438" I I 5.438" 1 I I I I 1 I E 1 2" X 6" X .25" I 1 I I f f MULLION j 6063-T6 ALUM. I X-SECTION i I j.375.MIN N I I I I I L---------------------� STANDARD CLIPL U-CUP 2X5 ANGLE CUP 250' NM346 ALUM. 6063-T6 ALUM. 6063-T6ALUM. TOP VIEW USED FOR 2' X 6" MULLION, SHEET 17 TOPVIEW TOPVIEW m m [V N o� o F- V� ^ O cz cWi LL Z O m 6 CV v W W w ••"'r- 0 to U c� o ~ • • iY3 • � : cp 0 • •-• • w C3 9.� .� d p0 a� U ` . �. ��Z 9 U O • •= Z OZ Q •� .cs) rn Z z N 0 o LWLI O Q J U) (Y (? .Q 2i Q O O Y IL Z 5.0 (n L �_. Q PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Da 5/26/2021 By Miami Ij a Product Control MUM \,�pNY LYNN LIGENS� ��� No.58705 -_ it`s '•. -ORiDA .t•'G\��� 5,'ONAL IE11N.�`�. A. LYI�P IA ILLER, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION 72' MULLION NO ANCHORS W HEAD NO ANCHORS IN WINDOW SILL 32"---j 32• MULL WIDTH OPENING WIDTH EXAMPLE 2: MULTIPLE MULLIONS SEE DETAILS, MULL WIDTH--1 f- ?HEFTS 2-3 r I VERTICALI MULLION LENGTH A OPENING HEIGHT FOR HORIZ MULLION 7r FENESTRATION) I I DETAILS, PRODUCTS I I I SHED APPRMAI .24 THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0/-60.0 PSF. h 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32"+32+1" =65". REFERENCING SHEET 25, THE COLUMN USING ®4 v $ RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4" AND WILL MEET OR EXCEED THE REQUIRED o of DESIGN PRESSURE OF +60.0%-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. z cWi '0 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 +1-58.3 PSF AND WOULD "z = ' .r NOT BE SUITABLE FOR THIS APPLICATION. _ oz FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" MULLION (LENGTH = 72 OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. � N 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)#12 ANCHORS AND THE 2X5 64 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. z 0 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. • IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, • • THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X ( 636 LBS } = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF J THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8'. THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/55.0 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 FORA 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 V 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 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+36"+2"=74", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73' DIMENSION (35-1/2"+35-1/2"+2"=73"). 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'. CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. L J USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-i/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND �- SEE SEE THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. DETAILS, DETAIL E. SHEETS 24 SHEET3 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 TRAPEZOIDAUTRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .25(r MULLION (@ LENGTH = 42% OPENING HEIGHT =120') HAS A DESIGN PRESSURE OF +t-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, 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" SHEETS WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH 2-3 (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. 38', HDRIz. 36•, HDRIz 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CUP SHOWS THE ANCHOR MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLEJZOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A #12 STEEL SCREW, FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. 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. - Z �• m N N 0 Uj w U LL F- LU W In U)4-- . Q C' W'Uw•C51 o ¢� 0) U) W ¢ 01 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 n > By w Miami de Product Control LU Ix N C9 it U Z w �IIIJtI/ , ti.1� L.'�. �. ,�Q , , , ... ........!Lip %CENS+F * No.58705' STATE ® ���'. F.• (U�` ''/S�ONAL a A. LYMIQ ALLK P.E. 0 FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: I�ff LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 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: LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION W m � h ONi p $ Q WTU F ' 0 a,*,, o� o U uJ. LO CV y O U O c u F' > z ACV u� O W w J Q 00000 U) • LLY •g]� • to •�j a �(• 1— �p • jR VZ • • • • :• • Q • to z y w LOADING OF VERTICAL MULLION • • • ;Q •• •aJ U.I • z .Z .Q5 rn �• X Z O m • �04 .. , a � m Q mo PW (1) 0 J! • i3 n Z N f�1 a U U Q Q 0 0 IL G .9 m 0 W SHIDH A m O to R'7 PRODUCT REVISED as compiling with the Florida Building ode No"o. 17-0630.01 Expiration Date 05/26/2021 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL 13y MULLION Mia a Product Control NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 72) IF THE LOADING TYPE CANNOT `����` NY LY/VN BE DETERMINED, USE`?�� , PW RECTANGULAR LOADING. _ ��ENSF 3) SEE PRODUCTS' APPROVAL FOR * : No. 58705 ACTUAL ANCHOR LOCATIONS. 1* - 0 '. TA Cv * ��� ii � '•��ORIDA.•'•G\�� LOADING OF HORIZONTAL � ONAL eN���, A. LfTNNA 4111dE'A, P.E. MULLION FL P.E.# 58705 GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT44%S BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HLRRICANE ZONE (HVHZ). 2) SHUTTERS AREWT REQUIRED WHEN USED IN WAND -BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY4WPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNff APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOREVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUOK3 LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED A SHEET 6 1X INSTALLATIONSAX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK CPR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO ¢IROPERLY TRANSFER LOADS TO THE STRUCTURE . WOOD BUCK DESI>I1 AND INSTALLATION IS THE RESPONSIBILITY 12" MAX OF THE ENGINEER•(F-OR) OR ARCHITECT OF RECORD, (AOR). O.C' 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEPLANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATMN ANCHORS SHOULD BE SEALED. OVERALL SEAUNG/FLASHINGSTRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 1/4" SHIMSAIRE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS WT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRIN13APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLYIIBICHORED TO RESIST LOADS IMPOSED ON THEM BY 6" MAX. THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESNN LOADS BASED ON STRUCTURALCYCLE TEST PRESSURE, FRAMiEANALYSIS AND GLASS PER ASTM E1300. S. POSITIVE DESIG&LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS.1Al2E BASED ON ALLOWABLE STRESS DESIGN, ASD. B) THE ANCHORA43EMETHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDMADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TH6 PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENS OF THE FLOR16A BUILDING CODE FOR CORROSION RESIS"CE. 9) REFERENCES: = REPORTS FTL-3835, 3850 & 7212; ELCO ULTRACON NCA; EUCO CRETEFLEX NOA; ANSL/AF&PA NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 720 SERIESUSES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERIAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE7,01 SERIES. cnnFs / STANDAMS USED: 02017 FLORIDARUILDING (- i B:,). 6T1; EDITION •2014 FLORIDAEUILDING P.C?. `1 11, EDITION •ASTM El300-09 •ANSI/AF&PA NEE-2015 F •',00D CO'•+STRUCTION *ALUMINUM DESIGN MAN ;=. ACr;'," *AISI S100-12 sAISC 360-10 48" TIP -TO -TIP WIDTH 47" BUCK WIDTH _ 44-1/4" VISIBLE LIGHT WIDTH 6" MAX. I—�B, SHEET6 1 I I J1 A SHEETS 95„ BUCK HEIGHT / 92-1/4" VISIBLE / LIGHT / HEIGHT C — SHEET 7 _�_L_ 12" MAX. O.C. 96" TIP -TO TIP HEIGHT .i-B —rj I .-- 12" MAX. O.C. SHEETS TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 GLAZING DETAILS ....................... 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A .......... 8 INSTALLATION, INT. FIN B_.......... 9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES__ .......... 11 PARTSLIST...................................11 TA�1 04 6" MAX. FIGURE 1: 12.O.C. MAX_ i 12' O.C. MAX. 6" MAX. T DESIGN PRESSURE RATING IMPACT RATING VARIES. SEE SHEETS 2-5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH 6" MAX. D, SHEET 7 I C SHEET 7 96" — _ BUCK r HEIGHT l /i 93-1/4" f VISIBLE LIGHT HEIGHT E, SHEET G, SHEET 5" MAX. i O.C. I 11 -•- 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH F, SHEETS 2' MAX. r~ H, SHEET 9 I E, SHEETS G, HEET 9 93-1 /4" VISIBLE LIGHT HEIGHT 96" j BUCK HEIGHT 12" MAX. O.C. 2 MAX H. SHEEET 8 [..,_ SHEET 7 " 5" MAX. O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) (TESTED UNIT) SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. WIDTH =I �I I / =I I Type # Description Sheet # Lams (3116" Art -.090" PVB - 3116" HS) 2 /16"Lami (3/16" HS •.09T PVB - 3/16" HS) 3 -1/16" Laml. IG (3/16"T - 7/16"Air - 3/16" An -.090"PVB - 3116" HS 2 N17/16" -1/16" Lami. IG (3/16" T- 7/16"AIr - N16"HS -.090" PVB - 3/16" HS) 3 116" Lami (3/16"An -.090" SG - 3/16' An 4 /16' Lauri 16" HS - .090" SG - 3/16' HS 5 -1116' Lami. IG 3/16" T - 7/16" Air - X16" An - .090" SG - 3J16" An 4 e 1-1/16" Lami. IG (3/16" T - 7/16" Air • 3116" HS - .090" SG - 3/16" HS 5 "SG" = "KURARAY SENTRYGLAS-INTERLAYER' BY KUKAKAY AMtKIU& Irv%. "PVB' = "KURARAY TROSIFOL® PVB INTERLAYER" BY KURARAY AMERICA, INC. I--- WIDTH —I I+— WIDTH -- I F-" WIDTH -- T ---� Tr Tr— —� I �I I �I f I� = I =I I =i I I iL iL— WIDTH —=i I"'— WIDTH WIDTH W WI �. I L L Imo ----WIDTH--"'{ WIDTH WIDTH _ I-- WIDTH ;-I PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 By _--- Miami- de Product Control • JR !CVM17 - UP®^TEN ANCMOPAGE TO h8�,�17. c A2 • • • U LU � N �7 �eS w O 1- rn (Q a N a1a0 C7 z N o . dN CY} V W N b _1 o a. en Z = LL n C) () o W W < � ON R (0 Z 9ma �- �- �> o Z $ Z p O V J J Q j L 0 e- w U) W 00 1aa4S ® CD C Z co (2 o o H z 0 Z FE—Is NN LL O _Z Q 0 LLJ z �o LL Uj a a a1$1 �osaQ sauas ITFVVVI-1 —I pNY.�YNN * : Na. 58705 * _ OF S/onrAt ��G'� //1111i11O A. LYNN MILLER, P.E. P.E.# 58705 ! H13LC L. Window Design Pressure (+/-, psf) for Glass Type 4 Lang Side (n) 67-7/8 2 80 84 88 92 96 100 104 10942 30 +18f? 1-80 l-80 +!-80 +180 +!-80 +/-80 +/-80 +!-80 +1-80 +1-80 32 +f-80 +l-80 +l-80 +/80 +1-80 +/-80 +180 +1-80 +f-60 +1-80 +1-80 34 +1-60 +/-80 +i-80 +1-80 +1-80+/0 +1-80 +1.80 -80 +1-80 +/-79.8 +/-79.4 36 +1-80 F +/-80 Y +1.80 +f-80 +/.SQ +f80 +1-79.7 +/.7T2 +175.1 +/-73.4 +1-72.2 38 40 +780 +1-80 +1-80 +/80 +I80 +/-80 +1-79-8 +/80 +1-77.2 1 +l-78.1 +1-74.3 +f-75.2 +1-71.3 +/-725 +1-67.9 +! 70.3 +IZ5.1 +1-68.5 +1-63.4 +1-66.3 +1-61.6 42 +1-80 +1-80 +1-77.4 +1-74.3 +/-71.3 +1-68.2 +1-64.7 +/$1.6 +l-59.8 +/-58.2 44 +180 A-zR +/-78.9 +1-75.4 +1-72-1 +/-68.9 +I-65.6 +/ 622 +1a9.7 +/-57.5 46 +1-80 +1-77.2 +1-73.6 +/-70.1 +/-66.8 +183.5 +/-60.35- +157.7 v 48 +I80 -. +1-75.6 +/-719 +/88-3 +l-64.9 +/-61.5 +1-58.2 50 +1-80 +1-77.5 +1-74.1 +/-70.3 +/-W3 +1-631 +/-59.7 52 +/-79.1 +1-75.6 +/JZ4 +1-68.8 54 +1474 +1-73.6 +1-70.5 +f-67.3 +/-63.5 56 +1-758 +/-72 +1.68.6 +1-65.3 58 +/-742 +1-70.3 +1-66.8 60 +/-727 +1-68.7 +1.65 62 +1-71.2 +1-67.1 64 +1-69.7 +1-65.5 66 +ISa3 67-1/8 +1-67 I /1ULL J. Window Design Pressure (+/-, psf) for Glass Type 3 Lang Side (n) 674,18 1 72 76 80 84 88 92 1 96 100 104 109-112 30 +180 +1-80 +1-80 +/-80 +/-80 +/-80 +1-80 +f-ea +f-80 +f-80 +/-80 32 +/80 +1-80 +1-80 +J-80 +/-80 +1-80 +f W +/-80 +1-80 +1-80 +/-80 34 +f-80 +/-80 +/-80 +1-80 4-80 +/-80 +f-80 +1-80 +1-80 +/-80 +1.80 36 480 +J-80 +/-80 +180 +/80 +f-80 +1-80 +/-80 +/-80 +/-80 +1-80 38 +M +1-80 +1-60 +/-80 +1.80 +I80 +/80 +f-80 1 +179.4 +1-76.4 +1-74.3 40 +180 +1-80 +/-80 +/-80 +180 +/-80 +1-80 +1-767 +/-73.5 +1-70.9 +/89 42 +/AD +/-80 +/80 +/-80 +/-80 +180 +! 77 +/-731 +/-69.6 +1-66.9 +1-66.2 44 +14D +180 +1-80 +J-80 +180 +1-77.8 +1-74.1 +1-70.3 +1-67.5 +/-63.9 46 +/80 +/-80 +1-79.2 +1-75 4 +1-71.7 +1881 +f-65.1 v 48 +/tea +1-80 +1-80 +/-80 +/-77.2 +1-7a3 +f 69.5 +l658 65 50 +14D +/-80 +f80 +1-79.4 +/-75.3 +/-71.3 +1-67.5 52 +140 +180 +1-80 +1-77.7 +/-73.5 +1-69.5 � 54 +M +1-80 +1-79.6 +J-76 +1-71.8 56 +/a9 +/.80 +f-(7.5 +/-73.8 56 +fa +1-79.4 +1.75.4 60 +1410 +f-77.6 +1-73.5 62 +/a, +1-75.8 B4 +/-7411 +1-74 86 1 +/-772 67-718 +/-71i9 7/16" LAMINATED GLASS STACK 3116" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-718' O.C. MAX. EXTERIOR a .090" PVB INTERLAYER 6" HEAT STRENGTHENED GLASS �- LONG SIDE SHORT SIDE LONG SIDE T SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK LAMINATED GLASS STACK GLASS �/' 3/16" HEAT STRENGTHENED GLASS 3/16" TEMPERED GLASS 7116" AIR SPACE 3/16" ANNEALED GLASS SHORT 090" PVB I NTERLAYER SIDE 11 5 USED AT CURVED 5!8" FRAME MEMBERS ONLY 29 @ 11-7/8" O.C. MAX. GLASS BITE LONG 1 -3 SIDE EXTERIOR G7 76-78 21 13 GLASS TYPE 3 SHORT f ' SIDE NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTE&AL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-061 4.11 Expiration Date 02/19/2019 By Miami -D a Product Control 00 • • • • • NO GRANGES T I '.SMF*ET. •• •• • •• •••• • 0 ce) U W > vi N � j nab � ur O w 011= � a#OQ C9 N Z -� �e 0-1 o a m Z , W,. _I ux U ❑ _ N_ (.30 o ®� W 0 g z Vim' ¢ ON W c9 G DMQ r O h > `r Z o o z O �- U Q aJ tu a LL O � I-- #aaYS W ® m Z a' ai Z O Q ❑ Q' 9103S LL Z o Z w WFn C7 tiC'j X W a.EL as LL ❑ 91#1 'OsaQ I � \k11ii1111//11 7� Q No.587M ZORID ZONAL 1111111ill%0�```• A. LYNN MILLER, P.E. P.E.## 58705 TABLE 4: ` Window Design Pressure (+l-, psf) for Glass Types 2 & 4 Long Side (in) 67-718 72 76 80 84 1 88 92 96 100 104 109-1/2 112 1 116 120 124 128 132 136 140 144 30 32 +1.80 +1-80 +1-80 +1.80 +1-80 +1-80 +f-80 +1-80 +/-80 +/.80 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +1-80 +/-80 +1-80 +/-80 +1-80 +;-80 +/-80 +1-80 +1-80 +1-80 +1-80 +/-80 +/-80 +/-80+1-60 +/-80 +1-80 +1-80 +/-80 +/-80 +/.80 +1-80 +1-80 +/-80 +1-80 +/-80 +/-80 +1-80 +1-80 +/-W +/M +1_80 +/-80 +/-80 +1-80+1-80 +/-80 +/-80 0-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +1-80 +1-80 +/-80 +1-80 +/-80 +1-80 +f•80 +1-80 " +/-80 +1-80 +t M D38 +1-80 +1-80 +1-80 +/-80 +/-80 +1-80 +1.80 +/-80 +1-80 +1-80 +1.80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-8D +1-80 +1-80 +1.80 +1-80 +/-80 +1-80 -1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/$0 +/-80 +1-80 +/-80 +/-80 +1-80 44 +1-80 +1-80 +1.80 +/-80 +f-80 +1-80 +1-80 +/-80 +1M +/-80 —�. 46 +1.80 +/-80 +1-80 +/-80 +1-80 +/.80 +1-80 +1-80 +/-80 rs°' 48 +f-80 +i BO +1-80 +1-80 +180 +180 +1-80 +/-80 50 +1-80 +1-80 +f-80 +/-80 +/-80 +1-80 +1-80 r 52 +f$0 +t 80 +/-80 +1�0 +1-80 +/-79.1 54 +/$0 +1-80 +1-80 +1-80 +/-78.6 56 +1-80 +1.80 +1-80 +1-79.1 58 +1-60 +1-80 +i-80 60 +1-80 +/.80 +1-79.3 62 +/-80 +/-80 64 +1-80 +1-80 66 +1-8{3 67-718 1 +f-80 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16" NOW TABLE DIMENSIONS MAY BE GLASS STACK ORIENTED VERTICALLY OR 7/16" LAMINATED 7H6" LAMINATED GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. LONG 3116' HEAT STRENGTHENED GLASS 090" PVB INTERLAYER 3/16" TEMPERED GLASS 3116' HEAT STRENGTHENED GLASS SIDE 3/16' HEAT- LONG SIDE 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .090" PVB INTERLAYER 4 11 11 SHORT 5 SIDE USED AT CURVED USED AT CURVED SHORT FRAME MEMBERS ONLY 29 518" FRAME MEMBERS ONLY 29 5/8" SIDE @ 11-7/8' O.C. MAX. GLASS BITE 11-7/8" O.C. MAX GLASS BITE 1-3 1-3 EXTERIOR EXTERIOR h+-- LONG SIDE —� 20 13 5- 21 13 GLASS TYPE 2 GLASS TYPE 4 SHORT LONG SIDE SIDE SHORT SIDE PRODUCT REVISED as complying with the Florida Building Code NOA-Mo. 17-0614.11 Expiration Date 02/19/2019 By Miami -Da roduct Control • NOrSIMEES T4ISSRP.ET. ° • • • • • Cj M Y U LL1 z N r N U} nab o W o �o r 0 Ur N z w 0 aN0 slop M � X W CV O J O a LL c n�E Z fg unou0 ►� L] Z J U W 1 ®a 0 ON H z 00 ti� = d a Z O Z CA Oco N r U h g J LLf J Q U- O M LU aaa4S ® z N O W Z Z_ Oh Z tiC14 X Ld LL o anu -asap sauas LYNiy No. 58705 ST O ��� ��'�•S10NAL BEN A. LYNN MILLER, P.E. P.E # %705 of C G Window Design Pressure (+!-, psf) for Glass Type 5 Long Side (in) 7276 80 84 88 92 96 100 104 109-112 30 +90l-120 +901-115.5 +904-111.5 +901-108.5 +901-106 +901-104.5 +90/-103.5 +9 (-1025 +901-100.7 +90/-97.9 32 901-110,8 +90/-105.3 *90/-101.6 +90!-98.7 +901-95.7 +%1-923 +90/-90.6 +901-90.3 +f-89.9 +1-89 34 W+9W0/-9W&4+9(Y-92.2 +901-103 +901-98.8 +901-95.1 +90/-91.8 +1-88.2 +/-84A +1-81.5 +/-W.1 +1-79,8 +/-79.4 36 90-97.1 +901-928 +f-88.9 +1.85.5 +1-826 +1-79.7 +t-77.2 +i-75.1 +f-73.4 +/-72.2 38 90/-92.2 +1-86.7 +1-83.2 +f-80.7 +l-78.1 +1-75.2 +1-725 +170.3 +f-68.5 +/-66.3 40 +901-94.6 +/-88.2 +l-82.6 +/-79.8 +1-77.2 +t-74.3 +/-71.3 +1.67-9 +1.65.1 +/-63.4 +/-61.6 42 +90/-91.3 +/-84.7 +/-80 +1-77.4 +1-74.3 +1-71.3 +1-68.2 +.7 /-64.7 +1-61.6 +/_59.8 +1-58.2 _ 44 +1.88.3 +/-82.4 +1-78.9 +1-75.4 +1-72.1 +i 68.9 +11-65.6 +/-622 +/59.7 +1-57.5 = 46 +1-85.4 +/-80.8 +/-77.2 +1-73.6 +1-70.1 +/-66.8 +/-63.5 +/-W.3 +157.7 v 48 +1-827 +/-79.3 +/-75.6 +/-719 +/-68.3 +/-"9 +/-61.5 +1-58.2 50 +180.9 +1-77.5 +1-74.1 +1-70.3 +1-66.7 +f-63.1 +/-59.7 g 52 +1-79.1 +1-75.6 +1-72.4 +,-68.8 +1-65.1 1 +/-61.5 W 54 +1.77.4 +f-73.8 +1-70.5 +1-67.3 +1-63.5 56 +/-7518 +/72 +/-68.6 +/-65.3 58 +1-74.2 +1-70.3 +1-66.8 60 +1-727 +/-58.7 +/-65 62 +1-712 +1-67.1 64 +1_697 +/-E5.5 66 +1-68.3 67-7/8 +1-67 TABLE 6' Window Design Pressure (+/-, psf) for Glass Type 7 Long Side (In) 67 7/8 1 72 76 80 1 84 88 92 1 96 100 104 1 109412 30 +90/-130 +90/-130 +90/-130 +90/-126 +901-122.6 +901-119.8 +90/-118.1 +901-117 +90l-11$.8 +90/-112.7 +901-109.9 32 +901-130 +90/-125.1 +901-118.9 +901-114.8 +90/-111.5 +901-108.1 +90/-104.3 +90/-102.4 +90/402 +901-101.4 +901-99.7 34 +90/-123.1 +90l-116.4 +90/-111,7 +90/-107.5 +9D/-103.8 +901-99.7 +901-95.3 +901-92A +901-90.5 +/-90 4-89.6 36 +901-116 +90/-109.6 +90/-104.8 +90/-100.5 +90/-96.6 +9D/-93.3 +1-90 +/-87.3 +/-64.9 +/-82.3 +/-81.2 38 +90/-111.2 +90/-104.2 +90/-97.9 +901-94 +901-91.1 +/-88.2 +/-84.9 +/-81.9 +179.4 +176.4 +/-74.3 40 +90l-108.9 +ft-99.6 +M-e3.4 +90/-90.1 +1-87.2 +1-84 +/-60.5 +1-76.7 +/-73.5 +/-70.9 +/-69 42 +90l-103.2 +901-95.7 +90/-9i.2 + /-67.4 *1-84 +1-80.6 +1-77 +/73.1 +/-69.6 +/-68.9 +/-65.2 44 +90/-99.7 +901-93.1 +/-69.1 +1-85.2 +/-81.4 +/-77.8 +! 74.1 +/-70.3 +/{7.5 +1-63.9 46 +901-9&5 +90/-91.3 +/-87.2 +/-83.2 +/-79.2 +/-75.4 +/-71.7 +/-68.1 +/-65.1 s 48 +90/ 93.5 +1-89.6 +/-85.4 +/-81.2 +/-77.2 +/-73.3 +/�9.5 +/ 65.8 y 50 +90/-elA +1-87.6 +1-83.7 +1-79.4 +/ 75.3 +/-71.3 +/-67.5 52 +/-89.4 +1-85.5 +/-81.8 +1-77.7 +/ 73.5 +/-69.5 54 4873 +/-83.4 +/-79.6 +/-76 +/ 71.8 56 +/-853 . +/-81 A +/-77.5 +/-73.8 58 +1$3A +1-79.4 +1-75.4 60 +l-82.1 +1-77.6 +1-73.5 62 +/-80.4 +/75.8 64 +! 78.8 +1-74 66 +/77 2 67-7/8 +/-74.9 7116" LAMINATED GLASS STACK 3/16" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. EXTERIOR a SGINTERLAYER 3/16" ANNEALED GLASS +-- LONG SIDE SHORT SIDE -- LONG SIDE -� SHORT 6/ SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK GLA LAMINATED GLASS STACK 3/16" TEMPERED GLASS I 3/16"ANNEALED GLASS _ 3/16" ANNEALED GLASS 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. EXTERIOR a GLASS TYPE 7 SG INTERLAYER 5/8, GLASS BITE 7� a SHORT f 1 SIDE I� LONG SIDE _ I SHORT �1 SIDE f� PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 By -� MiamtDa roduct Control sees • • sees • e - *so • sees•• - .••• •e - NQ PN&MES TICI&JIJKT. •sees• o sees•• Of • • • Y U > N w a' �- O >- r > O N a0 7150 N N z u�1 O� X -, N �- �B Q J a N z i Z I.L. P. _ UMDJ(] Q Z LLN ®� W WV z00 t- `t ` o W .. C9 �a10 r ti O z 0 M Z C;) " J wLL Q o � JaawS (7 tF- LI ®C-3 z_ c>! f!1 w z S Q IX 3P3S Z ILZ O NN w W X w a. a LL. a111 ��saQ sSuas LYN�l1���i • O N , \��+�� .• �,�CEIVS� Miff /�i No, 5a705 0. i ''•F<OR1QP .•''' ��� � E � A. L P.E.# 58 05 P.E. 11 sees sees • ••s• • ••• ••• •e•• ••sa • •see • IAdLt f: Window Design Pressure (+/-, psQ for Glass Types 6 & 8 Long Side (m) 67-7/8 72 76 80 84 1 88 92 96 100 104 109-1/2 112 116 120 124 128 132 136 140 144 30 +90/-130. +90t-130 +9a-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90f-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90f-130 +901-130 +901-130 +901-130 +901-130 +90/430 +901-130 +-GW-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +g0/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +96/-130 +901-130 +901-130 +901-130 +90/-130 +90!-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90t-130 +W,1-130 +901-130 +90/-130 +90/-130 +901-130 +90t-130 +901-130 +901-130 +9W-130 +90/-130 P42 +901-130 +9&-130 +901-130 +901-130 +90/-130 +901-130 +M-130 +90/-130 +901-130 +9(/-130 +90/-130 +901-130 +90f-129,2 +90f-1Z7.3 +901-130 +901-130 +901-130 +9W-130 +901-130 +901-130 +90030 +901-130 +90/-130 +901-126.8 +90/-123.2 +901-122 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90-129.3 +W-123.2 +90f-119.7 +901-11&4 44 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-124.5 +90`-119.4 +9&-115 46 +90f-130 +901-130 +901-130 +901-130 +901-130 +90(-130 +901-126.9 +9W-120.5 +901-115-3 a 48 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90-129.7 +90/-123 +901-116.5 r 50 +901-130 +90/-130 +901-130 +901130 +90f-130 +W-126.2 +89.4/-119. 52 +901-130 +901-130 1 +901-130 +901-130 +90/-130 +88.&-123 N 54 +901-130 +901-130 +901-130 +901-130 +88.8/-127.1 56 +901-130 +901-130 +901-130 +89.4/-129 58 +901-130 +901-130 +90/-130 60 +90/-130 +901-130 +89.6/-129. 62 +901-130 +901-130 64 +901-130 +901-130 66 1 +M-130 67-7/8 1 +9W-130 NOTES,. 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/16" LAMINATED GLASS STACK 31W HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-70 O.C. MAX. EXTERIOR TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR 1-1/16" NOW HORIZONTALLY AS SHOWN. GLASS STACK 7/16" LAMINATED LONG GLASS STACK S10E 3116" HEAT STRENGTHENED GLASS ('�— LONG SIDE �/ �09T SG INTERLAYER 3/16" TEMPERED GLASS 3/16" HEAT STRENGTHENED GLASS 1v 3/16" HEAT STRENGTHENED GLASS 7/16" AIR SPACE 090" SG INTERLAYER SHORT 11 SIDE SHORT 5 SIDE USED AT CURVED 5/8" FRAME MEMBERS ONLY 29 SB' GLASS SITE 0. 11-7/8" O.C. MAX. DivkK GLASS BITE GLASS TYPE 6 1-2 LONG SIDE —*-� EXTERIOR a 7578 21 13 SHORT LONG SIDE SIDE GLASS TYPE 8 L SHORT SIDE NO.W. N. f ES TI Z6 9ET. ch Y 0 > 46 r "ad Q w ❑ (n _r � i n O N ato0 0 N z L ao COX W N Q Z Z '� _ to .:� MDJG U W o ®a W oN 'JMG HZ 0 W .. (� r- > >_ o Z 0 Z O J J U w Q LL Q F. 7aaY5 rn ® Z W N 41 Z O CO 0 W aloes NN LL. O ?Z > a Z Fn X W a-5- � 0 ail •3s2G sauas �o�i V%CENSfi No.58705 ;moo' I155J1� 'ONAL I0N I A LYP.E.# 68 05 P.E. E I 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION 4 EDGE OR FRAMING, SEE EMBEDMENT 'll DISTANCE NOTE 2, THIS SHEET TYPE C TYPE B INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, TYPE A 1/4" MAX SEE NOTE 2, THIS SHEET + EMBEDMENT SHIM TYP. ANCHOR TYPE, EMBEDMENT AND r EDGE ., ;. EDGE DISTANCE PER SUBSTRATE, I DISTANCE EDGE 6 SEE TABLE 8, THIS SHEET a DISTANCE 114" MAX 1 SHIM 1 ku 4 a TYP. ANCHOR TYPE, ' EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED •• ", 29 FRAME MEMBERS ONLY ° • EXTfEjR,IOR11 @ 11-7/8" O.C. MAX. CONCRETE/CMU 4 PER ANCHOR VISIBLE LIGHT WIDTH = 5 , REQUIREMENT WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH CONCRETElCMU WINDOW TIP -TO -TIP WINDOW WIDTH PER ANCHOR BUCK EXTERIOR REQUIREMENT HEIGHT a 1/4"MAX. SHIM ---j HORIZONTAL SECTION A -A TIP-TO-TP WINDOW HEIGHT STEEL VISIBLE SELF -DRILLING SMS LIGHT (G5). SEE TABLE HEIGHT = THIS SHEET WINDOW BUCK HEIGHT - INSTALLATION 2-3/4" METHOD D INSTALLATION ANCHOR PEXTERIOR UNDERNEATH THE BEADING MIAMI-DARE APPROVED MULLION 21 (SEE SEPERATE NOA), ALUMINUM, 6 STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, IL� TABLE 8,THIS SHEET EMBEDMENT INSTALLATION �— EDGE DISTANCE —� TYPE B J-1/4" MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER ANCHOR • s REQUIREMENT ' r • ra . . �r.r TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET VERTICAL SECTION B-B TALI c A. Anchor Substrate Min_ Edge Distance Min. Embedment Max O.C. Spacing #12 ar#14 410 SS Screw P.T. Southern Pine (SG=0.55) 9/16" 1 3/8" 12" Aluminum, 6063-T5 min. 3/8" 0.063" " 12" A36 Steel 3/8" 0.063"' 12" Steel Stud, Gr. 33 mint. 318. 0.045" (18 Ga)' 12" #12 or #14 Steel Screw (G5) P.T. Southern Pine (SG=0.55) 9/16' 113f8" 12" Aluminum, 6063-T5 min. 318" 0.063" " 12' A36 Steel 3/8' 0.063" " 12" Steel Stud, Gr. 33 min. 3/8" 0.045" (16 Ga) 12" V4" 410 SS CmteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4' 12' Concrete (min. 3.35 ksi) 1" 1-3W 12' 1/4" Steel Ultracon Concrete (mks. 2.65 ksi) 1" 1-3W 12' Concrete (min. 2.85 ksi) 2-1/2" 1-3/8" 12' Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 12" Grouted CMU, (ASTM C-90) 2-1/2" 1-3W 12" 5/15 Steel Ultracon Concrete (min. 3.5 ksi) 1-1/4 1-3/4" 12" Grouted CMU, (ASTM C-90) 2-112" 1.3/4" 1 12" 'MIN. OF 3 THREADS BEYOND THE METAL SUBS 1 KAI t. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X"ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION_ 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. Fr Min. F. Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UkraCon® 155 ksi 177 ksl 410 SS Etco CreteFlex® 127.4 ksl 189.7 ksi 6063 TS Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksl 45 ksi N0 J'MQjES TI-IT §;; tT. • o � r > Ae& . tri ! • • u' r > ti '- O 04 alcQ C9 tV Z � a0 M � UJ W 04 a� n 0 LLL C) J uxoQ Q LLI V; - Lu 2 U C) o 0, O 'IN LLJ Z CD I ¢ Z) C9 09MA I- > } oZo z O U ILL O ro az O a"4S ®� z g J IO- O la— z a z z z alnn 04 LL LFJ to W Ut z tN-- 00 X i a 0- IL tL aprl •asap sauaS �10ENSF No.58705 > i �(ORtDP . \_� !ONAI- A. LYNN MILLER P.E. P.E.# 58705 EDGE DISTANCE INSTALLATION TVOC C EXTERIOR WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 23/4" 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT 1/4" MAX 49 1`SHIM INSTALLATION TYPE G EMBEDMENT 1/4" MAX SHIM e EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED i FRAME MEMBERS ONLY @ 11-7/8" O-C- MAX. 1/4" MAX. SHIM STEEL SELF -DRILLING SMS (135), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H CONCRETE/CMU PER ANCHOR REQUIREMENT r EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET �1/4" MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER EMBEDMENT ANCHOR e a REQUIREMENT 4 r INSTALLATION °• " TYPE F �-+ EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EXTERIOR \ 1�VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2314" WINDOW BUCK WIDTH HORIZONTAL SECTION C-C T6RI = 0- EMBEDMENT j EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing #12 or #14 410 SS Screw P.T. Southem Pine (SG=0.55) 9/16" 1-318" 12" Aluminum, 6063-T5 min. 3/8" 0.063 ' 12" A36 Steel 3!8" 0 063- ` 12" Steel Stud, Gr. 33 min. 3/8- 0.045" (18 Ga) • 12" #12 or #14 Steef Screw (G5) P.T. Southern Pine (SG=0.55) 9/16" 1.3/8" 12" Aluminum, 6063-T5 min. VS" 0.063" " 12' A36 Steel 318' 0.063" . IT Steel Stud, Gr. 33 min- 318" 0.04511(18 Ga) 12' 1J4" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 12' Concrete (min. 3.35 ksl) 1" 1 3/4" 12" 1/4' Steel Uitracon Concrete (min. 2.85 ksi) 1" 1-3/4" IT Concrete (min. 2.85 ksi) 2-1/2' 1-3/8" 12" Urlgrouted CMU, (ASTM C•80) 2-117 1-1/4" 12" Grouted CMU, ASTM C-80) 2-1/2" 1-3/4" 12" 5/16" Steel Ultracon Concrete (min. 3.5 ksi) 1-114" 1314" 12" Grouted CMU. (ASTM C-90) 2-1/2" 1-3/4" 12" - MIN. OF 3 THREADS 13EYUNU I Mh Mt I AL JUb j I KA I C. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1r, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS -2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. Fy Min. F. Steel Screw 92 ksi 120 ksi 410 Screw 90ksi 110ksi Elco L traConO 155 ksi 177 ksi 410 SS Ek:o QeteFlex® 127.4 ksi 189.7 ksl 6063 T5 AhxNnum i6 ksi 22 ksi A36 Steel 36 ksi 58 ksi Or. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED as complying with the Florida Building Code NOA—No. 17-0614.11 Expiration Date 02/19/2019 By Miami —Da roduct Control ...... x U , .f 4nafj •• �W • •O O } w • CV a�oG � z2 0 F� to � 12,M N / O -' p ICn z ti Z ILL rD n!E J —Ojig Q cc U w o ®� w Q U � F-- Z � °N `9MG (� CDz (� Z rn U Z O O 0 (0 J Jaa4S ® z j� 0O _ z Z Z LL LU Cl J N N J W L X C1 7 3: a a tt w apll •DsaG say-5 No.58705 � TIAS IF COR%DP' . GN=I�` SS�DNAI. �lrrtllltt►� X LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING, SEE DISTANCE PER SUBSTRATE, I NOTE 2. THIS SHEET SEE TABLE 10, THIS SHEET INSTALLATION TYPE 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2-3/4" INSTALLATION TYPE J USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. EDGE DISTANCE 1 /4" MAX SHIM 1/4" MAX. SHIM INSTALLATION TYPE L #10 STEEL SELF -DRILLING SMS (G5), SEE TABLE 1D, THIS SHEET f6 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET �1/4" MAX SHIM EDGE DISTANCE I EDGE DISTANCE EMBEDMENT I r EDGE DISTANCE EXTERIOR .lu MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET k+TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F INSTALLATION TYPE J 1/4" MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE K EDGE DISTANCE — —j 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EXTERIOR u U VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E-E TAM F in - Anchor Substrate Min. Edge Distance Max. O.C. Spacing 2-11V x .113" Box Nail P.T. Southern Pine (5G=0.55) 5/1V 5" 2-1/2" x .131" Common Nail P.T. Southern Pate G=0.55) 3Ar V 2-1/2" x .145" Roolng Nall P.T. Southern Pine SG=0.55 31W 5" 9110 x 1" Steel Screw (G5p P.T. Southern Pine (SG=0.55) 1/2" 5" 0.093" Aluminum 6t63 75 min. 5/16" 5" 1/16" A36 Seel 5/16, W 0,045" 18 Ga Steel Stud, Gr. 33 5/16" 5" " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1_ USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X* ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. EMBEDMENT Material Min Fy Min. F, Steel Screw 92ksi 120 ksi 6063-T5 Ah mintan 16 ks€ 22 ksl AW Steel 36 ksi 58 ksi Gr. 33 Steil Stud 33 kai 45 ksi PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 2/19/2019 By Miami -Dad roduct Control • • co �1. • r-• y1 • h 4 •Aaa •..• 4. •p. - 8 • o CV 90 O 00 o u�u�� M pK f4 tll ti ._I a J o a N Z Z V- ^ rs J u xa1Q 0 = LLI r; S2 W C)LLJ o U 0 ON _U l Z d ¢ W csh U ti> 9CZ C) o p LL g 4 CD :aaws ® O cn r o a ~ Z "In Q z Z J LL O F- N N w W Z x z a D- LL I U- ana I -'Sao sauag LYhN — * No. 58705 * — STAEO�'�� A. LYNN MILLER, RE REN 58705 • • • • •••• • INSTALLATION TYPE M 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2-3/4" INSTALLATION TYPE N EMBEDMENT-- 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE M EMBEDMENT O L114" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED EDGE DISTANCE FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. CONCRETE/CMU PER ANCHOR REQUIREMENT 1!4" MAX- SH�I---�•} f •4- INSTALLATION TYPE O STEEL SELF -DRILLING SMS (GS), SEE TABLE 11, THIS SHEET - EMBEDMENT 1 /4" MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP, ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION G-G ANCHOR TYPE, EXTERIOR EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET MIAMI-DADE APPROVED MULLION MAX SHIM (SEE SEPERATE NOA), ALUMINUM, �1/4" STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TAR[ F 11 vs EMBEDMENT T EDGE "Q �+ DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR lu Anchor Substrate Min. Edge Distance Min. Embedment Max' O.C- Spacing #12 or #14 410 SS Screw P.T. Southern Pine SG=0.55) 9116" 13/8" 3.7" Altmnnum 6063-T5 min. 31W 0.063" " 3.7" A36 Steel 318" 0.063" " 3.7" Steel Stud, Gr. 33 min. 318" 0.045" 18 Ga 3.7" #12 or#14 Steel Screw (G5) P.T. Southern Pine (SG--0.55) 9116" 1-318" 3.7" Alurninum, 6063-T5 min. 98" 0.063" • 3.7" A36 Steel 318" O,W3' - 3.7" Steel Stud Gr. 33 min. W0.045" 18 Ga ' 3.7" 1/4"410SS CretaFlex U routedCMU, ASTM G90 2-1/2" 1-1/4" 6.7" Concrete (min. 3.35 ksi) 1" 1-3/4" 6.7" 114" Steel Ultracon Concrete (min. 2.85 ksi) 1" 1-314" 6.7" Concrete (min. 2.85 ksi) 2-1/2" 1-3/8" 6.7" Ungrouted CMU, ASTM G90 2-1/2" 1-1/4" 6.7" Grouted CMU,(AS iM C-90 2-112" 1-3/4" 1 6.7" 5/16" Steel Ultracon Concrete (min. 3.5 ksi) 1-1/4" 13/4" 6.7" Granted CMU ASTM G90 2-1/2" 1-3/4' 6.7" TABLE 11,TH SHEET ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. _ 1X WOOD BUCKSTRIP, "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SEE NOTE 2, THIS SHEET ! INSTALLATION NOTES: ° a 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EDGE�I DISTANCE VERTICAL SECTION H-H 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. Fr Min. F. Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltmCord 166 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksl 169.7 ksi 6063-TS Alumirwm 16 ksl 22 ksi A36 Steel 36 ksi 68 ksi Gr. 33 Steei Stud 33 ksi 45 ksi • U LLI • - • • ur Ni • dr nab Uj �- ti � �U) O• N atoQ W o� f`7 9! fV /a JMQIQ O .J O c-m z IL COO n � Z J ti Q _ L NS2 U V O ®-Lij W ❑ CC) F- C O W JMQ > T Z O LL O a� rn ® m U) z z laa4S o r O Q z ❑ Z_ N N O h- o z X z n� EL LL aWd -asaa sapasl I I I I 10 I ALL CORNERS TO j USE GASKET AND/OR SEALANT I ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90° CORNER FRAME ASSEMBLY EQUAL -LEG FRAME WE AN FRAME ASSEMBLY l I EQUAL -LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS I � I I I 10 ALL CORNERS' USE GASKET AND/OR SEALA ASSEMBLY DETAILS FOR FIN FRAMES 90° CORNER FRAME ASSEMBLY D/CURVED ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS w z U nab > N ? O w a ❑ NW .— 9 0) ti () Ly N apa w 0 FLAO o N =5 uMoic —! 0 a LL Z ~ ❑ Z co =Lj'; Q!g J w U U Q ® ❑ CO F ~ Z 5 to IY 'oN ow 0 W Q �- > z z �O Z rn $ O m e— <? Q Q J p o z `b ® H Z ¢ 3aa4S m rn cli Z O Z 0 Q � � ajOoS LL Z_ O w W W 1 N C14 co X O as Iz in af71. 'osod sauas A. LYNN MILLER, P.E_ P.E.# 58705 rARI G V)- Item # PGT Part# Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063 T5 3 4256 Integral Fin Frame Alum. 6063-TB 4 4255 7116" Lami. Glass Beading Alum. 6063-T5 5 4254 I_G. Glass Beading Alum. 6063-TS 6a 4270 Installation Fastener Cover Alum. 6063-T5 6b 4224 Installation Fastener Cover Rigid PVC 10 70569C Gasket (at 90' comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 13 Dow 791, 899 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3116" x 7116` x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16" x 1-3132" x 4" Neoprene, Duro. 85 +/-1 29 #6 x 1-1/4" FH SMS Stainless Steel 30 1 781PQX 1#8 x V Quad PH SMS Stainless Steel STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS 75 KODISPACE 4SG TPS TART F 11- -ONE STRUCTURAL SILICONE 114" NOM. FOAM WITH DESICCANT GLASS EXT. GLASS? 2.784' .094" -- I +— .074" � .062' 1.875" 436" 1,000" . 50("--.4+— .050n'"Or OFLANGE FRAME #4253C, 6063-T5 I� _970" I-•+— .875" F�l 7116" LAW GLASS BEADING #4255, 6063-T5 -MELT BUTYL 3/16" NOM, ,�/ —INT. GLASS SUPER 78 SPACER®NXTT"' Part # Description Material 75 Kommeting 4SG TPS Spacer System See this Sheet i br Materials 76 Quanex Super Spacer nXT With Hot Wit Butyl 77 Quanex Duraseal Spacer 78 Cardinal )L Edge Spacer KthtKtNt r- 1 CJ I =rUM 1 .7. r l L-O / If, 0y00 6t Oy! V BUl DESIC( F EXT. GLAS 2.784" .094" —� I 074" .062" 1,375" +, kr: .500" .43T8" j - .050" rnnoe EQUAL -LEG FRAME #4285, 6063-T5 .346' .875" l—, _050" I.G. GLASS BEADING #4254, 6063-T5 ALUMINUM REINFORCEMENT —INT. GLASS DURASEALO 77 SPACER POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS 2.784" .094" ,074" 062' 1.375' k 500" 438" 1.125" III_ .o7r 3 FIN FRAME #4256,6063-T5 1.037" �— .050-+11 IKISTAI I ATION 6a FASTENER COVER #4270, 6063-T5 DESICCANT FILL AREA XL EDGETM 78 SPACER 5/16" NOM. -ICONE SEAL INT. GLASS d Lu co Y U ,aa i N U) r � w r- O O `CO � o � c� v? o !g O a O Z z = uJ n Lu —0'0 a LU Z O ¢ N 'IN r r �zv o Z O Z " g o 0 Q Z `- ro 81 F— z Q aaa4S z Z s O V? Qii Z aloes NN pr °� LU LU X a� O LL M aN� •sad saua�c ����\ ONY •!YN!y ��''� No. 58705 =4t) IONAL A_ LYNN MILLER, P.E. P.E.# 58705