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Home My WebLink AboutSUBMITTED PAPERSo. N922742 ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 160 tT'� SCANNED Permit Number: County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Window/door Address: 7002 Bayard Rd. Fort Pierce, FL 34951 Legal Description: Lakewood Park -Unit 10-BLK 128 Lot 4 (MAP 13/01S) (OR 3596-1633) Property Tax ID #: 1301-612-0210-000-1 Site Plan Name: Project Name: Bonsignore, #7922742 Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Replacing 15 windows size for size with impact. Lot. No. 4 Block No. 128 CONSTRUCTION INFORMATION: Additional work to e Derformed under tispermit—check ail apply: E1HVAC Gas Tank Gas Piping _ Shutters Q Windows/Doors 11 Electric 0 Plumbing []Sprinklers El Generator Roof Total Sq. Ft of Construction: S Ft. of First Floor: Cost of Construction: $ 15,252.00 Utilities:nSewer 0Septic Building Height: OWNER/LESSEE: CONTRACTOR:' Name Patricia Bonsignore Name: Boysie Ramdial Address:7002 Bayard Rd. Company: The Home Depot At Home Services City: Fort Pierce State: FL Zip Code: 34951 Fax: Phone No. (772) 579 - 2783 Address: 674 S Military Trail City: Deerfield Beach State: FL Zip Code: 33442 Fax: Phone No. (954) 379 - 1504 E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail: State or County License: CRC046858 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable Name: Address: City: Zip: — e: BONDING COMPANY: _Not Applicable Name: Address: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording vour Notice of Commencement. t�JAs et iK�c�sc. Q a deal Signature of Own / Agent/ Lessee Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA,, COUNTY OF . COUNTY OF . Theforgo'instru entrp RS acknowledgedbefore me this q aa y of 12 r 20_by Personally Known ^2<—,OR Produced Identification Type of Identification Produced Commission No. 66 (Seal) ..y. AMBER The f g instr9yyn�ent wal acknowledged before me this ayofNO(/e.2014 by Boysie Ramaial (Name of persona nowledging ) IM (Signature of NotaryPublic- State of Flori a ) Personally Known x OR Produced Identification Type of Identification Produced Commission No. 9FL a t 5� a (Seal) AMBER FLENKER STATE OF FLORIDA 'i STATE OF FLORIDA Revised 07/ 15/2014 Comm# EE215692 Comm# EE215692 'cct9'; Fmires7/1112018 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS Nov 08 2014 15:51 PAUL STRHL 7726008093 p.2 HOME IMPROVEMENT CONTRACT PLEASE READ THIS Sold, Furnished and Installed by. Branch Name: Miami Date: /f 1 ,/ THD At -Home Services, Inc. d/bla The Home Depot At -Home Services 674 S. Military Trull, Deerfield Beach, PL 33442 Branch Number: 60 Toll Frye 877-903-3768 Fein # 75-2698460, FL lie # CCC058327, CGC1507093, CRC046958 Installation Address: zp`>4pR f-G �3ti<£S-/ City State Zip Purchaser[%): Work Phone: HomePhonc: CellPhone: Home Address: (If different from Installation Address) City State Zip E-mail Address (to receive project communications and Home Depot updates): ❑ I DO NOT wish to receive any marketing emails from The Home Depot Pro'ecl�Informati�on:. Undersigned ("Customer"), the owners of We property located at the above installation address, agrees to buy, and TED At -Home Services, Inc. ("fhe Home Depot") agrees to fumieh, deliver and arrange for the installation ("Installation") of all materials described on the below and on the referenced Spec Shect(s), all of which are incorpciated into this Contract by this reference, along with any applicable State Supplement and Payment Summary attached hereto and any Change Orders (collectively, "Contract°): Sob #: Products: 3 a Shee a #: Pro eet Amax d Roofing Siding Wmdows Ll insulation $ �Z q ❑Cutters/Covert ❑Entry Doors❑ Roofing LISiding El Wmdows Ll Insulation $ 00uttersl Coven []Entry Doors ❑ Roofing LJSidins LlWindaws EJ Insulation $ - ❑0urtmi Covets ❑F-vtrylleors ❑ Roofing ClSidig Lj Windows 0 Insulation $ ❑Guaos/Coves ❑EnuyDo= ❑ 10r%of CaffimtArnomtdmt*meaxudmoftbbamthiwLCertomforms Totes Contract Amount $ on ofpaymentryrequire 100'% psymentprior to the sent oflhepmjecL Customer agrees that, immedimaily upon completion of the work for each Product, Customer will execute a Completion. Certificate (one for each Product as defined by an individual Spec Sheet) and pay any balance due. As applicable, each Customerunder this Contract agrees to be jointly and severally obligated and liable hereander. The Home Depot reserves the right to issue a Change Order or terminate this Cormier or any individual Product(s) included herein, at its discretion, if The Home Depot or its anthorized service provider determines that it cannot perform its obligations due to a structural problem with the home, environmental hazards such as mold, aobestos or lead paint, other safety concerns, pricing errors or because work required to complete the job was not included in the Contract. Pavel Summary: The Payment Summary # '�S% "/L ?- - included as part of this Contract, sets forth the total Contract amount and payments required for the deposits and final payments byproduct Cas applicable). NOTICE TO CUSTOMER You are entitled to a completely filled -in copy of the Contract at the time you sign. Do not sign a Completion Certificate (note: there is one Completion Certificate for each listed Product as defined by Individual Spec Sheets) before work on that Product Is complete. In the evenf of termination of this Contract, Customer agrees to pay The Home Depot the costs of materials, labor, expenses and services provided by The Hume Depot or Authorized Service Provider through the date of termination, plus any other amounts set forth In this Agreement or allowed under applicable law. THE HOME DEPOT MAY WITHHOLD AMOUNTS OWED TO THE HOME DEPOT FROM THE DEPOSIT PAYMENT OR OTHER PAYMENTS MADE, WITHOUT LIMITING THE HOME DEPOT'S OTHER REMEDIES FOR RECOVERY OF SUCH AMOUNTS. Acre trace and Authorization: Customer agrees and understands that this Agreement is the entire agreement between Ctitstomee and The Home Depotwith regard to the Products and Installation services and supersedes all prim discussions and agreements, either oral or written, relating to said Products and Installation. This Agreement cannot be assigned or amended except by a writing signed by Customer and The Home Depot. Cmtoma acknowledges and agrees that Customer has read, understands, voluntarily accepts the terms of and has received a copy of ShIkAgreement. A�cCcepted by: (� r Sohn ed '` 0 %,A x /,G/��/' ' L%'�S— "Wsue CCustomer's Signatum Date Sales Consultant's Signature Dat X Telephone No.�-!3�^c�%� Customer's Signature Date Sales Consultant License No. CANCELLATION: CUSTOMER MAY CANCEL THIS tar appGmble) AGRE13MM WTIHOITT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO 7M HOME DEPOT BY MU)NIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING THIS AGREFWNI: THE STATE SUPPLEMENT ATTACHED BERM CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBE BYAW I N CUSTOM E RI S STATE. NOTICE: ADDITIONAL TERMS AND CONDITIONS ARE STATED ON THE REVERSE SIDE AND ARE PART OF THIS CONTRACT Pet" r all 08-18-14 White -Branch File yellow - Customer JOSEPH E. SMITH,.CLEPTr.1F THE CIRCUIT COURT - SAINT T-Tr7IE COUNTY FILE # 40G9385 OR BC;' 3686 PAGE 151, Recorded 10/ S'2014 at 12:41 1 Doc Tax: $332.50 ID N: D�P2 1301-612- 21 -000/1 D ?erkwa A16 F SPECIAL WARRANTY DEED This SPECIAL WARRANTY DEED, dated &W—17by Fannie Mae a/k/a Federal National Mortgage Association, whose post office address is P.O. Box 650043, Dallas, TX 75265-0043, hereinafter called the GRANTOR, to Patricia Bonsignore, whose past office address is 7101 Salemo Road, Ft. Pierce, FL 34951, hereinafter called the GRANTEE: GRANTEE HEREIN SHALL BE PROHIBITED FROM CONVEYING CAPTIONED PROPERTY FOR A SALES PRICE OF GREATER THAN S 57,000 FOR A PERIOD OF 3 MONTH(S) FROM THE DATE OF THE RECORDING OF THIS DEED. GRANTEE SHALL ALSO BE PROHIBITED FROM ENCUMBERING SUBJECT PROPERTY WITH A SECURITY INTEREST IN THE PRINCIPAL AMOUNT OF GREATER THAN S 57.000POAR'PBRdr9A OF 3 MOlIFi(SrFRQM THE D e ^P�-� THE °F`ORDMG QE-11Uq DEED herein the rms�Gantor" and "boot e" incl�do a(<.parsi" thi instrument and the�rs, legal id assigns o end duals, and the s ce sors un assigns ofeo [ions.) 1 GRANTEE, situate in Saint Lucie County, FLORIDA: The following property in St Lucie County, Florida: Hundred LOT 4, BLOCK 128, LAKEWOOD PART - UNIT 10, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 11, PAGE 29, PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. Commonly known as 7002 Bayard Road, Fort Pierce, FL 34951 Being the same premises which Clerk of the Circuit Court, in Saint Lucie, recorded 1/17/2014 in Book 3596 Page 3596 gamed and conveyed to Fannie Mae aWa Federal National Mortgage Association, ROPE DESC BEDHEREIN N- EST D. D- Property Appraiser - St.L„ ,-P County, FL Page 1 of 2 PROPERTY RECORD CARD Federal National Mortgage «PrevNext Spec.Assmnt Taxes Exemptions Permits Home Print Assoc Record:I >> of 1 Property Identification Site Address: 7002 Bayard Rd Sec/Town/Range: 01 :34S :39E Map ID: 13/01S Zoning: RS-4 Parcel l D: 1301-612-0210-000-1 Account#: 2959 Use Type: SF Res City/Cnty: Saint Lucie County Ownership and Mailing Owner: Federal National Mortgage Assoc Address: 3900 Wisconsin Ave NW Washington DC 20016- 2892 Legal Description LAKEWOOD PARK -UNIT 10- BLK 128 LOT 4 (MAP 13/01S) (OR 3596-1633) Sales Information Assessment 2014 Date Price 'Code. Deed Book/Page 2014 57300 1/17/2014 00112 CT 3596 / 1633TRIM: 2/16/2006 190000 00 WD 2490 / 2080Assessed:56840 5/7/2001 83000 00 WD 1393 / 1792 8/2/1994 66700 00 WD 0913 / 1152Ag' 4/1/1988 0 01 CV Credit: 0582 / 0546 0 3/1/1988 60000 00 CV 0580 / 1618Exempt: 31840 3/1/1978 29500 00 CV 0283 / 2874Taxable: 25000 Taxes: 549.85 BUILDING INFORMATION Exterior Features View: - RoofCover: ExtType: HD+- HD+ YearBlt: Grade: D+ - D+ EffYrBlt: StoryHght: 0010 - 1 Story No.Units: TG - Tar & Gravel 1970 1977 1 Total Land and Building Land 6000 Acres: 0.26 Value: Building 51300 Value: Finished 1548 SgFt Area: RoofStruct: Frame: PrimeWall: SecWall: http://www.pasle..org/paslc/prc.asp?prclid=130161202100001 GA - Gable BS - CB Stucco 11/12/2014 r .'npany: The Home Depot At Home Services Jot 11ption: Replacing 15 windows size I (�+g� Prepared By: Amber jam® C® Client Name: Bonsignore Project Number: 7922742 - 4lrlsdt No : -WALL ALL asce�.aoT Canform with n3�»w� iewW..a.»^^ec,"- �=m.�u.".r'xi-e.a"'�r�2`'�B.M..d'r�"". F.�T-"-• ' DESIGN PRESSURES FOR WALL COMPONENTS & CLADDING Design Data Building Data Wind Velocity (mph) 160 Mean Roof Height .. 12 Risk Category 2 Building Width (ft) 61 Exposure Category D Building Length (it) - 41 Directionality Factor 0.85 Roof Slope (x:12) 3 Internal Pressure Coefficient+/-' 0.18 Design pressures listed below are: Allowable Stress OPENING MARK OPENING DESCRIPTION LOCATION ZONE OPENING ELEVATION OPENING DIMENSIONS WIDTH(INCHES) HEIGHT(INCHES) MAXIMUM POSITIVE PERSSURE(PSF) MAXIMUM NEGATIVE PRESSURE(PSF) 1 9700-1PNL BI 5 5 55 .. 51 38.9 -50.9 2 9700-. 1PNL BI 5 5 55 51 38.9 -50.9 3 9700 - SH BI 5 5 36 39 40.6 -54.4 4 9700-SH BI 5 5 36 39 40.6 -54.4 5 9700-SH BI 5 5 37 50 40.0 -53.1 6 9700-SH BI 5 5 37 50 40.0 -53.1 7 9700-1PNL BI 5 5 55 51 38.9 -50.9 8 9700-1PNL BI 5 5 55 51 38.9 -50.9 9 9700-SH BI 5 5 36 50 40.0 -53.2 10 9700-SH BI 5 5 36 38 40.6 -54.4 11 9700-SH BI - 5 5 36 38 40.6 -54.4 12 .9700-SH BI 5 5 36 38 40.6 -54.4 13 9700-SH BI 5 5 36 38 40.6 -54.4 14 9700-3PNL BI 5 5 73 37 39.0 -51.1 15 9700-SH BI 5 5 36 38 40.6 -54.4 y � a I Width of End Zone (a) in feet= 4.1 B MSTRUCTURES INTERNATIONAL. LLC 1�7 _eremmsr�cscz�wmu.�=,awn' 11/25/2014 3:29 PM 0 0 Patricia Bonsignore, 97922742., 11 7002 Bayard Rd. Fart Pierce, FL 34951 Replacing 15 windows size for size with impact. 12 1 1PNL Sliding Window 55" x 51" Living Room FL 242.2 -1- '38 9, —150.9 2 1PNL Sliding Window 55" z 51" 1 Living Room FL 242.2 + 38.9,1— j 50.9 3 Single Hing Window 36" x 39" Garage FL 239.2 -F '40.6, j— ; 54.4 4 Single Hing Window 36" x 39" Garage FL 239.2 -I- 40.6,1-154.4 5 Single Hing Window 37" x 50" Shop FL 239.2 -I- ,40.0,1-153.1 6 Single Hing Window 37" x 50" Shop FL 239.2 + 40.0, j—' 53.1 7 1PNL Sliding Window 55" x 51" Family Room FL 242.2 + ,38.9,1-15o.9 8 1PNL Sliding Window 55" x51" Family Room FL 242.2 + I38.9,1-150.9 9 Single Hing Window 36" x 50" Family Room FL 239.2 + 40.0,1-153.2 10 Single Hing Window 36" x 38" Bedroom FL 239.2 + i40.6,1-154.4 11 Single Hing Window 36" x 38" Bedroom FL 239.2 + 40.6, E-154.4 112 Single Hing Window x 38" Bedroom FL 239.2 ' -I- ''40.6,1-154.4 13 .36" 15ingle Hing Window 36" x 38" Bedroom FL 239.2 } 14 3PNL Sliding Window 73" x 37 Bedroom FL 1844.3 } 15 Single Hing Window 36" x 38" Bathroom FL 239.2 + 40.6, i-154.4 Line Items 1 and 2 are being mulled together. Line items 7 and 8 are being mulled together. All are using NOA 18-0815.05. Florida Building Code Online - PGT Vinyi impact Horizontal Sliding Window (HVri/-) Pagel of 3 Florida Departmentq Busines. Professi nal Regulation 4 ;�y %s�l�I Lvd :6 xr' I l� Y BCIS Home lag In User Reglstabon Hot Topics submit Surcharge Stabs & Facts j Publlcadons FBC staff I BCIS Site Map j Unl¢ j Search `"�a�r Product Approval ' !s USER: Public User Product Approval Menu > Product or Anti cation Search > A FL /f / Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method > Application Detail FL242-R16 Revision 2010 fed by DCA. Approvals by DCA shall be reviewed and by the POC and/or the Commission if necessary. i1 PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis; FL 34275 (941) 486-0100 Ext 21140 jrosowskl@pgtindustries.com Windows Horizontal Slider Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 Method I Option A Year 1994 http://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7x... 6/7/2013 Florida Building Code Online Page 2 of 3 EO Date Submitted 05/07/2013 Date Validated 05/08/2013 Date Pending FBC Approval Date Approved 05/20/2013 :Summary of Products FL# Model, Number or Name IDescription 242.1 HR - 210 (Non -Impact Aluminum Horizontal Roller Window Limits of Use - Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R16 C CAC 11-1201.04 HR210.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/05/2017 Design Pressure: N/A Installation Instructions -; Other: Please see the Miami -Dade County Notice of FL242 R16 IT 11-1201 04 HR210 odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.2 HR- 510 (Large Missile Impact) WlnGuard Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R16 C CAC 11-1114.06.odf n .,rmf54f„f!u„side HVHZ: Yes Quality Assurance Contract Expiration Date m act Resistant;. 02/17/2016 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 Riff iI 11_1114.06 p_df Acceptance (NOA) for product performance Information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: ------------- 242.3 IIHR - 610 (Non -Impact) JjWlnGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R16 C CAC 11-1114.05.odf '.. Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2016 Design Pressure: N/A Installation Instructions ''. Other: Please see the Miami -Dade County Notice of FL242 R16 II 11-1114.05Qtlf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing - Created by Independent Third Party: information. Evaluation Reports -Created by Independent Third Party: 242.4 HR-710 (Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242_ R16 C CAC 11-1114.04Qdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/21/2016 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R16 II 11-1114.04.odf Acceptance (NOA) for product performance information,. Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing -!.. Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.5 IHR - 810 (Large Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R16 C CAC 12-0718.06 LM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/01/2017 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade. County Notice of FL242 R16 11 12-0718.06 LM.odf Acceptance (NOA) for product performance information,' Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports 11 Created by Independent Third Party: 242.6 HR- 810 (Small Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R16 C CAC 12-0718.05 SM.odf Approved for use outsideHVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/01/2017 Design Pressure: N/A Installation Instructions '. Other: Please see the Miami -Dade County Notice of FL242 R16 II 12-0718.05 SM.Ddf Acceptance (NOA) for product performance Information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: http://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7x... 6/7/2013 14l®DAD MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.n i midade.aov/neral PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building : Series "HR-510" White PVC Horizontal Roller APPROVAL DOCUMENT: Drawmg N_0:5f91 2, trtied"Vinyl Horiz: Roller Window, Impact -resistant', sheets 1 through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11, 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. ACT RATING: Large and Small 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 No. 09-0901.07 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 Jaime A Gascon, P. E. MIAMI•DADE COUNTY NOA No. 11-1114.06 , • • •, , (OAplprolvalDate: xpraton Dte: February 17, 2016 2�Slt?r February 09, 2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA .No. 09-0901.07) 2. Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact —resistant", sheets through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, 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 HR-510 vinyl horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5916, dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. '09-0901.07) C. CALCULATIONS: 1. Anchor Calculations, and structural analysis, complying with FBC-2007, prepared by manufacturer, dated 08/20/09, signed and sealed by RobertL. Clark, P. E. (Submitted under NOA No. 09-0901.07) 2.. Glazing complies with ASTM E130042/ 04. D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/25111, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. i Jaime D. Gascon, . E. Product Control Section Supervisor NW No.11-1114.06 Expiration Date: February 17,2016 Approval Date: February 09, 2012 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15 27.001 of the F.B.P.E., dated 10/07/11 signed and scaled by Anthony Lynn Miller, P. E. 4. Statement letter of conformance, dated 08/20/09, signed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 5. Statement letter of no financial interest, dated 08/20/09, signed and sealed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 6. Laboratory compliance letter for Test Report No. FTL-5916, issued by Fenestration Testing Laboratory, Inc., dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09-0901.07) G. OTHERS 1. Notice of Acceptance No. 09-0901.07, issued to PGT Industries, Inc. for their Series HR 510 White PVC Horizontal Roller Window—L.M.I., approved on 02/17/10 and expiring on 02/17/2015. Jaime A Gascon, P. E. Product Control Section Supervisor NOA No.,11-1114.06 Expiration Date: February 17, 2016 Approval Date: February 09, 2012 E-2 ® IMPACT -RESISTANT HORIZONTAL ROLLER r25/6'MAX. 1 TYP. BOX FRAME AND INTEGRAL FIN WINDOWS GENERAL NOTES: 1. GLAZING OPTIONS: A:7/8" IG -5/16" H/H-SGP47/16"- AIR-1/8"ACAP B. 718•10-5/i6"H/H-SGP+7/16"- AIR +1/87 CAP (3 i 2. CONFIGURATIONS: XO AND OX, O o 3. DESIGN PRESSURES: aLOAD PSF (ALL GLASS TYPES LISTED) / BASED ON TESTED PRESSURE > AGLASST TABLES AND GLASSTABLESASTM E Lj B. POSITIVE DESIGN LOADS BASED ON WATER TEST 0 SBAS. PRESSURE AND GLASS TABLES ASTM E 13M024 4. SHUTTERS ARE NOT REQUIRED. 5. ANCHORAGE: ANCHOR SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. THE 33 IM% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING SUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. APPROVED ANCHORS: 1, #10 STEEL SCREW (G5) 2, 3/16" ELCO ULTRACON. 6. REFERENCES: TEST REPORTS FT45916; ELCOTEXTRON NOA 07.0425.01; ANSIIAF&PA; NOS-2005 FOR WOOD CONSTRUCTION; ADM-2005ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). S. SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS N( FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 9. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 10. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM CS0. 4. O.C. X 0 •323/4 VENT DLO WIDTH 329116 FIXED DLO WIDTH 73" MAX 76llV FRAME O.D. 73• MAX. 32 9/16 FIXED DLO WIDTH F-32 3!4 VENT DLO WIDTH �I� I I II I I D..[,. P.... Rn0, Impact R.11n9 • 601.70 PSI Ler9e antl Smell Mi9epa ♦60/-70PBF �erye Mleslle Mpecd GENERAL NOTES .................................... I ELEVATIONS............................................1 GLAZING DETAILS ................................... 2-3 SECTIONS, I.F. FRAME ............................4 SECTIONS, BOX FRAME ......................... 5 PARTS LIST .......................... - .................. . a EXTRUSIONS. 7 ANCHORAGE SPACING. BOX FRAME...8 ANCHORAGE DETAILS, BOX FRAME ANCHORAGE DETAILS, I.F. FRAME....... 10 INTEGRAL FIN MAX. SIZE = 73' X 62" 1 61/4' � I I I I 43/4°—�16'MAX.O.C.I� BOX FRAME SEESHEET7FOR �, _;&; NO, 68705 ANCHOR REQUIREMENTS 61/2' Max. MAX SIZE = 73" X 62" _ a,._ er. oM re.,rsa: 7LEi n JJ. fON7/11 B FBC2010 CODE CHANGE n. 107G1ECHNOLOGYUMS ELEVATIONS &ANCHORAGE J.R. 07NB/f0 A Added OP/lm act box frame, changed fi0e above W10Mis,FLM76 �`JJG *� . P.O. egxlbn Vin I Hariz. Roller Window, lm act-reSlStan[ 'O, S�ONAL 1r` eF aY NGHOtA19, FLN]79 ° s.rt duOON A.LVNN <AILLFJt. P.E. J.R. 08/IS/09 Z11 NTB 1 > 1a $191-2 B REA W06 ® 7/8' OVERALL GLASS NOMINAL 5/16" LAMI GLASS NOMINAL 118" HEAT STRENGTHENED GLASS 7/16'AIRSPACE .090 DUPONT ' 1/8"ANNEALED OR SGPINTERLAYER TEMPERED GLASS /8' HEAT STRENGTHENED GLASS 1/2" NOM. 29 GLASS BITE 32 39 37 28 29 EXTERIOR 35 �aa� 0 ' RODULT RIlVISBD 2 as wmplyLl&wiN We Radaa OPTIONAL wallmcwe neee".o N" L— { 't O, FLANGE U Mlw Uoae P,aauN Cwuml I1111 7/8" LAM] I.G. GLAZING DETAIL ; p DHy LYNN,y//1O, WITH 5/16" LAM GLASS AND 1/8" CAP 1y •' cENSF' �Fq 'k�• No. G670S '• i` .. c E F J.J 1 117111 B NO CHANGE THIS SHEET -GLAZING DETAILS -BOX OR FLANGE FRAME Jey; mm IQMTECHNOmOYDRIVE .R. 0011118110 A Chan ed lass makeu dmwin We. nCMMlS•FLUV6 WIT 1 Horiz. Roller Wndow, Im act -resistant '�/ /ONAI ��` P.O.BwH519 _ I1 I11111\ NDI(09119�ftS1�I4 ""tl0"M60705 P.E J.R. "aflH7/a9 ea,",en m � " HRSm 1:1 2 w f0 5191.2 a P.E.n sala9 ® 7/8°OVERALL - GLASS NOMINAL W18" LAMI GLASS NOMINAL /8' HEATSTRENGTHENED GLASS 7116" AIRSPACE .090 DUPONT 11FANNEALED OR SGPINTERLAYER TEMPERED GLASS HEAT STRENGTHENED GLASS 112' MOM. 29V TE 32 39 37 28 29 EMERIOR El �jI O " IwItODCCT REN9ED 1 C WI,ieMiha¢MaMa 13uildina Cads OPTIONALnivim�w FLANGE " onimni me Eroaun Comm 7/8" LAMI I.G. GLAZING DETAIL I\" -4 LYNN WITH 5/16" LAMI GLASS AND 118" CAP *' No. 58705 10H7/f} p8� NO CHANGE THIS SHEET `�6ii` s�0 s4REo// J,G. 01/18/f0 A Changod lass make up, dmwin tile. %NON MIIS,F�4>b GLAZING DETAILS -INTEGRAL FIN FRAME' ; °FS...;hDR... r vo.ayrs29 IIIIyI�FI�\��/\ I�Iy��II� VYn IHoriz. Roller Window Im act -resistant _ ''qs/ONAC 00 °pJ.n. 08/f1/09 ~ NONOMI$0.&Z7I HR510 1:1 .T w 10 u'+4w 5191-2 BA LGtaEIdAILLE�. P.E. DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES: 1. #6 x 12 FL SMS, LOCATED AT 410 FROM EACH END AND AT 16- O.C. 2. #6 x 3(6 FL SMS, LOCATED AT412' FROM EACH END AND AT 16- O.C. 3. N x 12 FL EMS, LOCATED AT Vr FROM EACH END, 4. CAM LOCKS: (2) AT ]' EACH END 5. WEEPHOLES ARE V X 311V. SEE SHEET FOR LOCATIONS. 7 EXTERIOR SEE SEE NOTE DETAIL E SILL SECTION. DETAIL D HEAD SECTION NOTE 3 HOT WELD CORNER ASSEMBLY ° ='*+ (INTEGRAL FIN) N..66TD6 J.J. 10117[11 eB .NO CHANGE THIS SHEET �aroTecxxomovoarvE M10K0.B9 e� 6 II ln�l/"�-�it'I iL-- _ V® "°° CROSS SECTIONS -INTEGRAL FIN 'p sTATEDF 11/C "� PCORIOP+' '��'SS[ONAII 1�1�EP.E, A LYNMM1LERP.E. J.R. ovt+ufo F No than es fh/s sheet Vin lHoriz. Roller lm ect-reslstant NAB �e&12/08 _W(n'low, J.R. HRefe t:2 4 n 10 5191-2 B p.E.p b0i05 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES: 1. #e x V2 FL SMS, LOCATED AT4la- FROM EACH END AND AT 18" O.C. 2. #8x 3/8 FL SMS, LOCATED AT 4112" FROM EACH END AND AT 16' O.C. 3. #Bx 12 FL SMS, LOCATED AT 412" FROM EACH END. 4. CAM LOCKS: (2)AT 7-EACH END S. WEEPHOLES ARE P X 3116'. SEE SHEET 1 FOR LOCATIONS. Ic HOT WELD CORNER ASSEMBLY (BOX FRAME) 'OTECHNOLOOVDRIVE U"' P,0.60x un EXTERIOR I EXTERIOR SEE DETAIL D HEAD SECTION DETAIL E e-11 o3�, SILL SECTION 2 CROSS SECTIONS - BOX FRAME Vinyl Hork Roller Window, im act-resista snn[ w+-- ru+s1D 1.2 0 + 10 9191-2 NOTE 3 \ :,%�'OV LYNN M/((F * WD. 58705 9 4 4A FI i.(G ITEM DWG NO. PART# DESCRIPTION pTY t 516E 65168 FLNNE HFA0.5RLADID A45E6IFPl ONLV) 4 2 5188 85189 FRARfEHE00.3LLALID.lAtRS(BO%OM.Y) 9 9 6103 86102 FIXED ME£NJG PAL 1 6 512J 85123 FIXED MFEIWO PAL-ALIRaNUMREAF. 1 B )6XIFPAW 6z 1•FHTECH ICAMLOOK KfSHi) 4 B' ]8%3IIWAB% 6Cft 8X312'PPIYF£AB (FIXED Mii) 4 8 ]16693P 330D26ALUMSCFIINSIIPFORTRATES 2 10 fi136 8513a ROLLFRTRACK 1 it 5138 65138 AMILPT 2 12 ]10]fiW WS]ALIA]gN HOLE RUGS (BOIL ON.YI VAfdES 13 6105 65105 SA6Y PREALOCXML 1 19 5110 65114 Pm340D(PAL-ALUu:MAMRENF. 1 18 ]820BSLAW L'AMSN/EFP LOpCS a 18 ]61335LKN CAMSM�LOCNKEF}4Ft 2 1) 1614 .818/4W WS1P..tBTx.2TOFlNSE'AL 1 18 613] 8613) 6ASH 60ERAL 1 18 8114 65119 SDERAL-ALWtMM RFAS. 1 ZO 18d4 81&9W WSTP..18]z.2]O FINBE4L t 31 6t(IB .85108 SASMTOP6 BOTIOMRAL 2 22 5114 8511d TOPE BOTTOMRAL-ALlR14WMRFNF. 2 23 1694 fi1644W VJ6TP..18T z.YlOFIIJSFAL 2 24 225-1 921taHO ROLLERHOUSWO 2 25 )BRNML2 BftAb3 W1L86 4 2B� ]813FW fiz 12 FH PHiLB2Pf 516'3 VARES 2] ]838FW ]x 3IB FH PHILY2PF61D'S VARPS 2BA 6SWDNl18 ]/16'SL6Bt-SPAQ-A ' 28B BSW1yK30 3I8'6liHt-SPACER 28A 5112 fi5112 GLAZNGBFAD, IJIIE 32A )/0' LAMIG. G1A83: 118• TBYPHiED OULBWPD-APSP4CE-1/B'ANAFALEU-.09D PVBBIIBSAYER-12'AMVEAL®(6118'LAMq - a]B ]IB' LAMLO. GLAb5: 1IB`AWe§1L® OUISOAPD-AIRSPACE-1I6`AM'FAL®•.09D PVB gnFIBAYER• 1/B°AM�PhL®I6'1fi° IAM) - 34 SCREIIJ 1 35 WFBCOVDib 4 3] SETMIO BLOCK 3B 6LlbNECON111BB 21 13 15 18 34 1 O B O 21 11 24 25 4 y/ J MIODUCTRBMUD 40 Imuu..... gwBh Boo Plodde ft c a. n�wanvze oe l o 0, ' m n 10 NuoMLMBOPO Coottcl ��1pNV LYNN ,y/�,��•��"i�e * No.58705 "o T OF ur; 10/17/11 MB NO CHANGE THIS SHEET �0 5P0 •'.,; STdAATE OF larWXOMI.R.3Y DRIYE BOM&F,CPLODED VIEW T ••,Atoam!`.'G�.` R. Of/18/f0 A Removetl3/4' lass antl6eadin Imm BOM. HoxDKIs, FLsanS m' '�. FS <J. x P.O.BQ%1528 Vin I Hor/z. Roller Window, Im act-reslsfanl rmzouis, rzsma ' 10 °.wore 5191.2 B pLiflH Mom P.E. ,r.R o�12ros aula NTS 5 I.F.FRAME O DWG #5116 RIGID PVC BOX FRAME O DWG #5189 RIGID PVC FIXED MEETING RAIL ODWG #5102 RIGID PVC 1.25 0 .083 IL 174 FIXED MEETING RAIL Oe DWG #5123 SASH INTERLOCK RAIL A16005-T6 DWG #5105 13 RIGID PVC 1.647 H l=1 000 .DeS T 1.1aO .ass 1 El L t.� SASH INTERLOCK RAIL REINFORCEMENT SASH SIDE RAIL 4)��DWG #5114 DWG #65137 14 19 22 At 6063-T6 18 RIGID PVC 803 I� � 270 .035 I.G. BEAD DWG #5112 DUAL PVC 'NOKOMI6.RLM276 WK0Mfs,FLx274 7.305 T- ff--Ml .660 r—•085 ROLLER TRACK/ANTI LIFT DWG #5138 RIGID PVC �I Un RR610 SASH TOPMOTTOM RAIL 21 DWG #65106 RIGID PVC u * No. 58705 •.* =btt Q5o1Sj1 ��fl•'•: STE OF A'•�U d 10 - 5191.2 I. B I A HEAD, SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF +60/-70 PSF OR LESS WINDOW HEIGHT (in) 24 30 1 38 1 42 1 46 1 54 1 60 63 WINDOW WIDTH (in) ANCHOR LOCATION # OF ANCHORS REQUIRED (TYPE 1 OR 2) 24 Head and Sill 2 2 2 2 2 2 2 2 Jamb 2 3 3 3 4 4 5 5 36 Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 5 5 42 Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 5 5 48 Head and Sill 4 4 4 - 4 4 4 4 4 Jamb 2 3 3 3 4 4 5 5 54 Head and Sill 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 5 5 60 Head and Sill 5 5 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 5 .5 66 Head and Sill 5 5 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 5 5 72 Head and Sill 5 5 5 5 5 5 6 6 Jamb 2 3 3 3 4 4 5 5 73 Head and Sill 5 5 5 5 5 5 6 6 Jamb 2 3 3 3 4 4 5 5 NOTE: FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. OTECHNOLOGYOFIYEI roIm LU NOHOMS,FL31'Pa ANCHORAGE NOTES FOR BOX FRAME: ®1. ANCHOR TYPES: 1- 3118' ULTRACONS BY ELCO (FOR MASONRY SUBSTRATES) MINIMUM EDGE DISTANCE OF 1". 2.510 SM SCREWS, GRADES (FOR METALAND WOOD SUBSTRATES) MINIMUM EDGE DISTANCE OF Nil'. 2. ANCHOR LOCATIONSARE BASED ON THE FOLLOWING DIMENSIONS, 6.5- MAX. FROM ALL CORNERS JAMBS-16.3125-MAX O.C. HEADISILL-15' MAX O.C. 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRRERIA OF NOTE2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTICNALFLANGE. 5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 1$10. Roller Wind NTS 1 8 + No. 58705 �O i t'Ll 'u 3TA sF 1 3/8" MIN. #10 SCREW, SEE 410 SCI 114"MAX.SHIM— SHEET 8FOR SPACING SHEET FOR C FLANGE #10 SCREW, SEE SHEET 8 FOR SPACING 114" rMAX. SHIM C REMOVEABLE FLANGE- u u JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD APPROVED MASONRY 3S KSI MIN. CONCRETE APPROVED MASONRY ANCHOR, SEE SHEETS OR 1.6 KSI MIN. CMU. ANCHOR, SEE SHEET FOR SPACINGFOR SPACING . 1318-MIN. 4;A 1/4°REMOVEABLE SHIFLANGEX�SHIMIM f 1EMOVEABLE FLANGE 3.5 KSI MIN. CONCRETE APPROVED MASONRY"•!'•.. 1 OR 1.5 KSI MIN. CMU ANCHOR, SEE SHEET 8 3.5 al MIN. CdNCkEFE a FOR SPACING OR 1.6 KSI MIN. CMU JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTYAPPROVED 3/18' ULTRACON, EMBEOED 1318• MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1"MINIMUM. 2. FORN/OOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #10 STEELSCREW, EMSEDED 131W MIN.. 3. WOOD BUCKS DEPICTED IN THE SEC IONS ON THIS PAGE AS IxARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I I/2'. lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2xARE 1 1/2" THICK CR GREATER. INSTALLATION TO THE SUBSTRATE CF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6003-T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. NOTE: INSTALLATION TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS ` >4 No. 56705 STATE OF _ P.aegxl5ze LJ\ ...,,.,,�,o .ry/• rvry �O`• J.R. 0 ,-S awaae mm NOKOMI3. FL3194 ��E y /0 12 9 a 10' $191-2 B ALT1r�E �dVRP.E. I W MAX. SHIM DIA. x 21/2" NAIL, SEE SHEET 1 ® FOR SPACING FLANGE MAX. --I NOTE: INSTALLATION SHIM TO THE IIOR2x WOOD RATE OF III OR2xE BUCKS TO D ENGINEERED BY REMOVEABLE FLANGE L—Ld1/8"(.131")DIA x 21/2'NAIL, OTHERS ® SEE SHEET 1 FOR SPACING JAMB W/ NAIL FIN HEAD W/ NAIL FIN . THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING 114' MAX. SHIM REMOVEABLE FLANGE 1/8" (.131') DIA. x 2 ® SEE SHEET 1 FOR SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING nonucr& w comPlY gwishSilb 8m Florida - nuilding Cbdo Aacifma<oNu� 7/4�0� Cr'a Cue NOTES:® 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY, USE 1/8-(.131")DIA. x212"NAIL. IN., atla l'roau<t Canvol 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN 1 lt2". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2RARE 112'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ��LYNN L...., 4f1je JURISDICTION. �pNY, 3. FORATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6063-TS ANDA MINIMUM OF 1/8"THICK. THE •'•.*L ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TOTHE WINDOW FRAME SIMILAR TO THAT SHOWN IN J THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE ASIO SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. =*' NO 58705 IF THESE CRITEMAARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAYBE USED., . - E �.O •: (A�I7S LI j t�� 1�7* 1017/11 B NO CHANGE THIS SHEET IDTBTECHNOLOOYORIVE DETAILS-INT. FIN FRAME 4�0} STATEOF �A 1INSTALLATION ,., VinylHoriz Roller Window,lm ct-res/st"t J.R. of/18/fO COrwctednelllen th to 2d2", added dia. in dedmel. NoxoMls,Rsams P.O.BO%1628 NOKOMIS. RU21a T '�„S/ON'A111-1�,�� ALVFMI:IAI�N. PE. PPnr . % m ww.n e% JR- Ovlvos cyywer. u4 Pn1i1'^u HR5f0 r"° °14 1.2 10 n 10 °i'•a�' 5157-2 I S Florida Building Code Q, -',.Ze Page 1 of 3 `POT Vinyl Impact Horizontal Sliding W inoow Non-HVHZ fi a 1 G" � • � i St, ix`1. i5 ..{i � i �t f Honda IkWtinertl BCIs Home 1 tog Inµ 1 User RegistmUon ( Hot Topics I Submit surcharge I Slats & Facts Publications I FBC Staff 1 acts Site Map i. Links 1 SearcN I Bu$ines f Product Approval PProval .t USER: Public User Regulation PraluCt Appeal Menu > Prdluct or Atmlketion Seamh > Annlicatinn List > Applicable. Detail FL # FL1844-R16 Application Type Revision Code Version 2010 Application Status roved "Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 drua rk@ pgtindustries.com Jens Rosowski j rosowskigpgtindustries.co m Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 j rosowski @pgti ndustries.com Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE V Validation Checklist - Harcicopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 1011I.S.2 1997 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E-1886 2002 ASTM E-1886 2005 ASTM E-1996 2002 ASTM E-1996 2006 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL1844 R1IS Fruit, 1996-05 to 02 Eeuiv p_df https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE... 8/15/2014 Florida Building Code C se Page 2 of 3 1P Product Approval Method Method 1 Option A Date Submitted 07/07/2014 Date Validated 07/09/2014 Date Pending FBC Approval Date Approved 07/09/2014 Products FL # Model, Number or Name Description 1844.1 HR- 210 Aluminum Horizontal Roller Window with Slip -On Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R16 C CAC Certiflcation HR-210.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/10/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R16 11 HR-210 otlf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R16 AE Prod Eval HR-210 odf Created by Independent Third Party: No 1844.2 JHR - 410 Horizontal Sliding Window -Vinyl Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLI S44 R16 C CAC Certification HS-410.¢AF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/17/2015 Design Pressure: N/A Installation Instructions Other: Please seethe Installation Instructions for design FL1844 R16 11 HR-410 odf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R16 AE Prod Eva[ HR-410 otlf Created by, Independent Third Part : No 1844. HR - 510 WinGuard Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ. No A ve us uts[de HVHZ: Yes EL1844 R16 C LAC, Certifcat[on HR-510 b otlf Quality Assurance Contract Expiration Date - mpact Resistant: Yes 07/28/2015 e Installation Instructions Other: Please seethe Installation Instructions for design FL1844 R16 11 HR-510 b odf pressure, size and anchorage information. Verified By: Dean Ruark, PE 73138 Created by Independent Third Party: No Evaluation Reports FL1844 R16 AE Prod Eval-HR 510b odf Created,bylindependent Third, Party:,No ____ 1844.4 HR-2110 vinyl Horizontal Roller with Integral Nailing Fin Limits of Use - Certification Agency Certificate Approved for use in HVHZ: No FL1844 R16 C CAC Certification HR-2110 odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 02/21/2016 " Design Pressure: N/A Installation Instructions Other: Please seethe Installation Instructions for design FL1844 R16 11 HR-2110.odf pressure, size and anchorage information. - Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R16 AF Eno Eval HR-2110.odf (1844.5 Created by Independent Third Party: No. HR-2210 Horizontal Roller -Vinyl Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R16 C CAC Certification odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/22/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R16 II HR-2210.1)df pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGE... 8/15/2014 GENERALNOTES: 1) THE ANCHORAGE. METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 2) WOOD BUCKS DEPICTED AS iX ARE LESS THAN 1-10 THICK, IX WOOD BUCKS ARE OPTIONAL IFLNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1N2-THICK OR GREATER ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 3) SEE TABLES FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS MIT FLUSH TO THE SUBSTRATE USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS 5) ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BEPROTECTED AS REQUIRED TO PREVENT REACTIONS.. ALUMINUM SHALL BE PROTECTED FROM .DISSIMILAR MATERALS AS SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20. 6) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7) MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE, 2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING. WITH ASTM G90. GLAZING COMPLIES WITH ASTM ElWO-04, S) THE 113 STRESS INCREASE WAS NOT USED IN THI5 ANCHOR EVALUATION, THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOW SCREWS. 9) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES, ALWAYS ROUND UP TO THE NEXT LARGER VALUE, TABLE 1: DESIGN PRESSURE 62 1 !S M(1A. VUUO(AW VA) 111" MAX. BUCK (XOX) ------ I I MAX. LICK /I I _1/2" '-.. - f....--. I—..-.-_-.-�I_ 12-114" MAX O.C. 6-1/2"MA) 6 MAX. FLANGE FRAME:XO. TABLE 2 ANCHORS FOR FLANGE WINDOWS IMPACT_ RESISTANT I 12-1;4° 1 MAX. O.C. 62° MAX l BUCK i I --�- ' 2-114r .-.) _ _ 'MAX &1/6° MAX. O.C, 2-516" MAX. —/ .. MAX. —_ I I INTEGRAL FIN FRAME, XO T6m FVANI:HDRR FnR FIN WIVMIWS Anchor Suburale Min. Edge Dm,tanw Min. Embeem at PT Scutlxvn Plee (SO - 551 1Q' 13R" #in Sheet mmd screw St Inesa'Slea or 410 Stanks AWmfium, 60G3-TS miry &9° 1te` Stad Sent Gr_3B min. IT DONE (20 ga) A36 Sloss 3I6' 1f@' WIT Sleet I➢nacen P,T.-Southem Pine (SG =.55) 1/T 1-3'B" Conant. hnl.t Z7 ks0 1" 1" Ungecood CMU, tASTM C90) 1' 1-IW ZERV.L"v Window Suck Size Frame Type Config. Design Pressure (+)pst (.)psf Cand"catlon Numbers Width Height 73" 1 64" FiNFlanga XO/OX 60 70 190-269, 798 196-233. 433, 111" 54" FiNFlange XOX 60 1 66 1 190-262, 769 �._l3" MIN'. tcu 1m kAv,vh - ................... 111" MAX. BUCK (XOX) I. 'I r 1 is 6-1/4° MAX. O.C. Anchor Subsirefe Min. Edge Uslance Min. Embe6men1 241T x.113" Box: Nal P.T. Scureen Pine (SG =.55) W16" 2-711V 2-11T x.131'Commm Nat P.T. Southern Fire (SO 2.551 31W 2-711T '2-1/Tx.14YRxAw Nal P.TScmhem Pine (SG=.55) 3/e° 2411V fr10 Steel SMS RT Sent". Pine (SG =.55) 112" 136' Aluminum;6.6CTS WA. Ww 1/6" Steel Slut, 0, 33 min. SIT 0.0346 (20 So) AtO$1.1 W/ 1/W XO SHOWN, SPACING y 8 ALSO APPLIES TO `, aF OX AND XOX J. ROSOWSKII OW22RtI VINYL tr 107 TEOHNOLOPT DRNE CC iV'e-$�\ N. VENICE, FL 342i5 9 ''I,, 510NALi1,\l FL CENh OPADTfl:; Y9296 P.E. R73138 I FIR-510 I NTS i 1 of 3 1 2D62211JR. EDGE DISTANCE- M--E- -- / EDGE DISTANCE • 'SUBSTRATES %SUBSTRATE ' EMBEDMENT I f / ,` I r'-Iti EXT IOR 9 SHIM SHIM C EXTERIOR L> EXTERIOR FLANGE FRAME. I / / I JAMB INSTALLATION SUBSTRATE (USING 1X BUCKSTRIP) D EXTERIOR FLANGE FRAME, I/ / 1 JAMB INSTALLATION SUBSTRATE (DIRECTLY TO SUBSTRATE) N0. 73in Ir/" �VSUBSTRATE FLANGE FRAME, "�lilJJ^t�p1�1 . 9 SILL INSTALLATION a.., er aw xyw xaaxrtemwwumm�xm FLANGE FRAME, (DIRECTLY TO SUBSTRATE) J. Ro5oW3Kl D6rzzrn VINYLxvw�.miunrmwE.�.ow. u�sx s.wmamwmm+osvnu SILL INSTALLATION . ^• omuem�ureewmwmwoaawx .x.w.xxr�eawxsvmxxmw '(USING 1X'BUCKSTRIP) 1 IT . INSTALLATION NOTES: CuvOa+* 1) SEE SHEET I FOR SPACING REQUIREMENTS. _ 10?a1E0HNOLODYDRNE '2) SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS N.WNICE.F04M TM' 3) MAX. SHIM THICKNESS TO BE tlT. FLCERT.CFAUTH.:292M HORIZONTAL ROLLER INSTALLATION - 4) GLASS SHOWN IS FORRLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. DnDR.a s'"'"10i'' 'T'x' s14v6 °i" . 5)FIN ANDIOR FLANGE MAY BE REMOVED. FOR ECUAL-LEG FRAME APPLICA'noms, USE FLANGE INSTRUCTIONS, ,P.E, p_E i1T3133 -,R-510 ITS 2:M3 2062211JR INSTALLATIONWTHFINFRAME - EMBEDMENT - EDGE S�JBS E I RI 8/i6" LAMI 7/8 I DISTANCE y f EXTERIOR EXTERIOR - GLASS NOMINAL _ j 1 1/8" ANNEALED 1 < .090 DUPONT PVB li (� GLASS i -1 ry v / f OR SOP INTERLAYER 7/16" AIRSPACE EDGE SHIM O f 1/8"ANNG�LESS 1/8"ANNEALED OR DISTANCE - TEMPERED GLASS I �f L �=' - t-.-... '-� 1/2 NON. III EXTERIOR 1 . "SHIM DOW 1199 FIN FRAME SILICONE JAMBINSTALLATION SUBSTRATE GLAZING DETAIL FIN FRAME, HEAD INSTALLATION S 5116' LAMI GLASS NOMINAL .09D" DUPONT SG I+i OR SOP INTERLAYER 1/8" HEAT STRENGTHENED GLASS I:I _ 1- 1/2° NDM. L' DOtN 7199 .:.. SILICONE GLAZING DETAIL, ALL FRAME TYPES XTERIOR ALL FRAME TYPES 7/8" 1/8" HEAT 5/16" LAMI -. STRENGTHENED GLASS NOMINAL _L GLASS .090"DUPONTPVB I 7/16"AIRSPACE INTERLAYER 1/8"ANNEALEDOR 1/8'ANNEALED TEMPERED GLASS GLASS-�-��- EXTERIOR ill"NOM. m) 1' DOW 1199-�-�� SILICONE GLAZING DETAIL ALL FRAME TYPES 11F ANNEALED GLASS 18" AIRSPACE W16" TEMPERED GLASS EXTERIOR.A``1111 u r n pr gy�pp.. rq . 73133, n T FIN FRAME, J. ROSOWSKI 1 OW221111 VINYL iaimnawrnamvwmvmen%i SILL INSTALLATION nomowam:row+mwoow "�" rczre¢rxma INSTALLATION NOTES: 1070 TECHNOLOGY ORNT N.WNICE.FLURS 14 1) SEE SHEET I FOR SPACING REQUIREMENTS FLCERT.OFAUTH.:lM HORIZONTAL'ROLLER INSTALLATION. 2) SEE TABLE 3 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. D P.E. anwum+ ssW — A—l. 3) MAX. SHIM THICKNESS TO BE 114'. P.E 973k, P.E: Y.i3138 HR-510 , NTS 3 of 3 200211JR Florida Building Code QI ,,ie Page 1 of 3 n,,tBf,s BCIS Home ? Log In I user Registration I Hot Topics I Submit surcharge I State & Facts BusinesS(p1 Professibbl \\�Product Approval lal Regulation N% USER: Public User vA ', Product Annroval Menu > Procu ci or Application Seamh q Application List> Application Detail ._....'s . FL # FL239-R20 EM-In �.�V'T Publications FBC Staff : BCIS site Map Links i search I Application Type Revi Code Version 2010 QApproved Application Status pproved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature - Jens Rosowski j rosowski@pgtindustries. com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 j rosowskigpgtindustries. com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Year 1994 https://www.florid-alu-Uilding.org/pr/pr_app dtl.aspx?param--wGE... 7/25/2014 Florida Building Code G ` ne Page 2 of 3 Date Submitted 11 /27/2013 Date Validated 12/02/2013 Date Pending FBC Approval Date Approved 12/09/2013 mmary FL # Model, Numher or Name Description 239.1 SH - 200 (Non-Im act) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1013.12.odf Approved for use outside HVHZ: Yes ' Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL239 R20 II 11-1013.12.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 239.2 ISH - 500 (Large Missile Impact) WinGuard Vinyl Single Hung Window Limas of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CA_C 13=1009.05pdf A o ueu.r utside HVHZ: Yes Quality Assurance Contract Expiration Date mpact-Resistant: Yes 01/08/2019 Des nR"e? 1 A Installation Instructions Other: Please see Miami -Dade County Notice of FL239 R20 11 13-1009,0L.W Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent. Third Party: information. Evaluation Reports Created by Independent Third Party: 239.3 ISH - 600. (Non -impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1013.13.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL239 R20 II 11-1013.13 odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: _ 239.4 ISH - 700 (impact) WinGuard Aluminum Single Hung Window Limits of Use Certification Agency Certificate. Approved for use In HVHZ: Yes FL239. R20 C CAC 11-1013.14.ficif Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/26/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL239 R20 11 11.1013 14 od Acceptance (NOA) for product performance information. Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size; and spacing Created by Independent Third Party: information. Evaluation Reports - Created by Independent Third Party: 239.5 ISH - 800 (Large Missile Impact) Multi -Story Aluminum Single Hun Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1222.04 LM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL239 R20 11 11-1222 04 LM odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage tletails, and anchortype, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: _ 239.6 SH - 80D (Small Missile Im act) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 ROC CAC 11-1222 05 SM gar ff Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL239 R20 11 11-1222.05 SM.ppf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE... 7/25/2014 FILE Copy M IAM I•DADE NIIAhII—DADS COUNTY, FLORIDA - PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 ➢OARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 3I5 2599 MOMI�'��r'O "CCEPTANCE (NOA) www.miamidade.eoviecoueniv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify; or suspend the use of such' product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series "SH-500 Vinyl' White PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-1, Series titled "Vinyl Single Hung Window, Large Missile Impact', sheets 1 through l l of 11, dated 08/07/08 with revision "C" dated 10/07111, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami — MISSILE IMPACT RATING: Large and Small Missile Imnact Resistant I LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. REVISION 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 renews NOA No. 11-1013.19 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 Jaime A Gascon, P. E. NOA No. 13-1009.0 Minrn ogoe courtry ^F { ;i Expiration Date: January 08, 2019 t nS,I Approval Date: November 14, 2013 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0820.14) 2. Drawing No..5191-1, series titled "Vinyl Single Bung Window, Large Missile Impact", sheets 01 through 11 of 11, dated 08/07/08 with revision "C" dated 10/07/11, prepared by manufacturer,, signed and sealed by Anthony Lynn Miller, P. E. (Submitted underprevious NOA No.11-1013.19) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of a vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5710, dated 08/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0820.14) 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 Entty Test, per FBC 2411 3.2.1, TAS 202 94 along with marked —up drawings and installation diagram, prepared by Architectural Testing, Inc., Test Report No. ATI-84576.01-401-47, dated 10/31108, signed and sealed by Joseph A. Reed, P. E. (Submitted raider previous NOA No. 08-0820.14 — For Reference onl}) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted airier previous NOA No. 11 1013.19) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gas n, P. E. Product Control Section Supervisor NOA No.13-1009.05 Expiration Date: January08,2019 Approval Date: November 14, 2013 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL. CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont Butacitem PVB Interlayer" dated 04/11/13, expiring on 12/11116. 2. Notice of Acceptance No. 11-0830.09 issued to Mikron Industries, Inc., for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 1016111, expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No.11-1013.19) 2. Statement letter of no financial interest, issued by manufacture, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No:11-1013.19) 3. Laboratory compliance letter for Test Report No. FTIr5710, issued by Fenestration Testing Laboratory, Inc.,. dated 08/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under NOA No. 08-0820.14) 4. Laboratory compliance letter for Test Report No. ATI 84576.01-401-47, issued by Architectural Testing, Inc., dated 10/31/08, signed and sealed by Joseph A. Reed, P, E. (Submitted rnuler NOA No. 08-0820.14'— For Reference onlJ) G. OTHERS 1. Notice of Acceptance No. 11-1013.19, issued to PGT Industries, Inc, for their Series "SH-500—Vinyl White PVC Single Hung Window — L.M.I.", approved on 12/08/1.1 and expiring on 01/08/14. Jaime A GasMn, P. E. Product Control Section Supervisor NOA No.13-1009.05 Expiration Date: Janunty 08, 2019 Approvat Date: November 14, 2013 E-2 GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: A 3/4' LAMI I.G. GLASS COMPRISED OF (1) LITE OF I1W TEMPERED OR ANNEALED GLASS, AIRSPACE AND 6118" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 1/8' ANNEALED GLASS WITH AN.0901NTERLAYER OF DUPONTPVB. S. 7/8° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 1/8° TEMPERED OR ANNEALED GLASS, AIRSPACE AND 611V LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN.0901NTERLAYER OF DUPONT PVS, -701-60 PSF (ALL GLASS B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. C. IF A TEMPERED CAP IS USED MAX. OF IS.501+50 PSF. 4. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL .SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. SEE SHEETS 9 THROUGH 11 FORANCHORAGE DETAILS. 5. SHUTTERSARE NOT REQUIRED FOR UNITS LESS THAN 30'. B. REFERENCES: TEST REPORTS FTL5710. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). P.O. BOX I629 NOKWI9,FLUM GENERAL NOTES .................................... 1 ELEVATIONS ............................................ 2 GLAZING DETAILS..................................3 GLAZING DETAILS ................................... 4 SECTIONS, I.F. FRAME........... ................ 5 SECTIONS, BOX FRAME ......................... G PARTS LIST.-, .................. 1 .............. . 7 EXTRUSIONS............................................8 ANCHORAGE SPACING, BOX FRAME ANCHORAGE DETAILS, BOX FRAME ..... 10 ANCHORAGE DETAILS, I.F. FRAME .11 663/9' FRAME O.D. 62118' MAX. 521/8' MAX. 48'FIXED WIDTH DLO ' 48' FIXED WIDTH DLO 8" SEESHEET9 6' MAX 4118"O.C. MAX. T'P• MAX.FORANCHORAGE MAX TYP REOUIREMENTS MAX. FIXED FIXED HEIGHT DLO HEIGHT DLO 76' 76" MAX. . MAX. � m o o m T om MAX. FRAME RODULTRENFWEU as roR)lyl^sxvidllne Pmn.0 o 1 O.D. AoxP D AI �19. OLL� AJan D¢d<PmdiMCae9so 33 SASHSH 33314- SASH HEIGHT DLO HEIGHT DLO J( x PROD=REVISED IM Doclda ncmiplyllfs>vu anm�aLcde Acapl.�.eNo I1•l0f3. 9 , Ex�IMipn Dale IQ g. 21/4- p / MAX. 453I4'SASH WIDTH DLO �- 45 SW SASH WIDTH DLO MAX. N9 mj Dade Pmdnn Co^n TYR BOX FRAME INTEGRAL FIN MAX. SIZE = 52.125" X 75' MAX. SIZE = 52.125" X 75" "y �YNN d1111F///� R ' :� Off.•' NGE •' :.tip: JcE '•.-k NOTE: Qi 5 SSTD 1. FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. ND, 2. FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEET11. = '•, �. to ,P IF �ilJ'•, D.D. if/�EAl9 A PERMW.1f-0ADElE1TE8 DATED 1M1roS 1030TELHNOLOOVDRNE NOKOMiS.Rsaxi6 MI6FLa12H � ELEVATIONS 51ATE`Op,;��`; �� O,L. ••., FLOR; A IL S P'E PE#58705NDKO D.G. 121BAN B ADOED IO'MAX OIMENS'ONTO BOXEFUMEELEVADON _ VSneHnWindow,rMlm c N6NTS 2 A' iW9/11 CNOHGEHISSHEET . � Z1GfyDxurs OBroyA)8 wu D.O. OPTIONAL FLANGE 3/4" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 118" CAP BOX OR INTEGRAL FIN FRAME (BOX FRAME SHOWN) FLANGE P4,agxtm NOKOMIS, MN274 39 41 OUTSIDE OVERALL GLASS NOMINAL LAMI GLASS NOMINAL 90 DUPONI JB INTERLAYER IVANNEALED ;LASS 35 ORI 1/T' NOM F-GLASS 131TE 3 eRDDUMRP.VISED -.-Plyft With the Fled. uuim�nR�e" n«orw�ro N" 3. R c PlreuoRo-m�/4 Minw`Dedo RoMaCCon oP 3/4" LAMI I.G. GLAZING DETAIL ; �y 1,YNN MI( WITH 5/16" LAMI GLASS AND 1/8" CAP BOX OR INTEGRAL FIN FRAME = �' (INTEGRAL FIN FRAME SHOWN) 3 a 11 1 5191.1 P.E. 7/8" OVERALL GLASS NOMINAL 716" OVERALL GLASS NOMINAL 5118' LAMI GLASS NOMINAL 5116" LAMI GLASS NOMINAL 118"ANNEALED 118-ANNEALED GLASS - GLASS AIRSPACE AIRSPACE .090 DUPONT .090 DUPONT ' 1/B"TEMPERED OR PVBINTERLAYER VW TEMPERED OR PVBINTERLAYER ANNEALED GLASS i/B'ANNEALED ANNEALEDGLASS 1WANNEALEO GLASS GLASS 31 OR 32 31 OR 32 3� F-G1LASSBITE 39V No. rG1LAS OPTIONAL OPTIONAL FLANGE FLANGE 7/8" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 1/8" CAP BOX OR INTEGRAL FIN FRAME (BOX FRAME SHOWN) v� d'ani Pade PmduEl v/ uul 7/8" LAW I.G. GLAZING DETAIL �Y LyNN /II WITH 5116" LAMI GLASS AND 1/8" CAP t�: GENSF BOX OR INTEGRAL FIN FRAME 1c : No. 5B705 (INTEGRAL FIN FRAME SHOWN) : u- W. a;'ww "„�„� "" '•�'•�"" "`-� © % = Vinyl Single Nu Window, Lar a Missife lm act "'r%,0IONA'— j,' JJ IM7111 C A'OCH GCMISSNfET P.o.aq%roza w4, awe "wevx. v A. LYNIf MILLE'it. P.E. rr mm. �,,,; NOKOMIB, TLsana iZrbry Burs snsoo NTS 4 1 1f 5191-1 C FL P.E.@58705 BG 0&P198 u.a . DAYLIGHTOPENING SASH - OPTIONAL 1 OPTIONAL 11 31 32 12 FLANGE 1 35 36 e 1 0 0 0 40 41 0 IF 40 41 OPTIONAL DAYLIGHT 31 40 41 OUTSIDE, FLANGE OPENING F ED 32 L AX. DAYLIGHT OPENING FIXE 35 MAX.WINDOWWIDr JDAYLIGHT 6 HORIZONTAL SECTION (INTEGRAL FIN) M • WINDOWPRODUMD40 41 HEI HTN� PRODUCI'R6VIS6D m Wplyll IW�h Wo Wmids Bollding Code 13 A...wlxw xo K 40 41 WELD R,pml�n mle114 11 A1v=_Ltk P.muaCam- 3 (fVi nn nr HOT WELD CORNER ASSEMBLY VERTICAL SECTION` e (INTEGRAL FIN) (INTEGRAL FIN) 3 = F+ ND.saToS or oew O STATE OF (f/ O.o. flrzsme .A PERMIFMI-DADELETlERCAltD IN3IPo8 �,s�� SECTIONS, INTEGRAL FIN FRAME �,�"� P/oRlDa.•' \\'" D.O. iv/6D9 n 6 NO CHANGETH199HEEY dOiNOKOM�s,iL91Y(6NE ��r�sSIONAL E?G� Vin I Sln !e Hun Windnw, Lar a Missile Im act f,, W f9N1/1f C A'O CHM'OE TNISSNEE7 P.a BO%16t0 eyy� a.e n.nnw w: nm mk xoKanis;awxrs Vlalby Deear A. LYNu idlLi�k�, P.E. O.G. o9ro�m9 9HEW NTS 5 e 11 5f914 C FL REM 58705 . DAYLIGHT OPENING SASH 2 OPTIONAL 11 31 32 12 FLANGE 2 35 30 2 40 41 3. 50 40 41 M OPTIONAL DAYLIGHT 31 40 41 OUTSIDE FLANGE OPENING FIT 32 1.948 . DAYLIGHTOPENING FU(E 35 NP. AX. WWDOW WIDTH 36 HORIZONTAL SECTION D (BOX FRAME) 5 9 WINDOW G PRODDCTRENEWL'U HEI HT wa mmplyine �n0�ti.VO 0 JnyRnio Date (Z.D Mieml ndcPmduc+Omim 40 41 DAYLIGHT OPENING S SE2 PRODaC4'REYISED 13 nmniPlyiiry wi N tlrc Plondn undaigc dd 4 HOT 40 41 oam�� uy�4 WELD 11 a fuam aao£mduncanwf un IN �DpY LYN/v � •'�ICENS' ( '� HOT WELD CORNER ASSEMBLY VERTICAL SECTION (BOX FRAME) (BOX FRAME) 4 _ ND. 58705 Lo %�OT•. STA EOFI (V o.D.� MM A PEFMIMIIO/,D£LETTEROATEDfWfm SECTIONS BOX FRAME 6` •�:`<oRtvn,.�'�Z�` D.G. fAdoe a nocH G£Ta15£HEET fNNONOWI FLLNW. d✓ f;mmi c NOca G£Tafss ffE P,o.egxt5aa Vin 1 Sin /e Hun _Window, La a Missile Im act �NAI u,.�q ap; eo-.ee NONauis,FLxna lnwul nae """" °ia — "" A. IYNtf �Iltt�li, P.E. D.G. G&07Po8 af/E0D Helf 6 e 11 5f91-1 C FL P.E.#58705 ITEM DWG NO. PARTR DESCRIPTION 1 9521 65163 WLEGRALFNFRAWHBAD&JAMB 2 9871 60871 BOXFRAWE D&JAMB 3 9520 65164 NIEGPAL FN RWMESLL 4 9870 69870 BOXFFAMSSLL 5 7940 66102 MXED C1DRAL 6 7128.1 65103 Mit£iP4EILTLRENFORCFMB4F 7 7942 65109 SASHSTOP 8 $873 65117 BALANCECCA/M 9 7002 65105 SASHNIEIl.CCK 10 81044W MD ....187X.27OENSFAL 11 70021 W114 SASH REM� 12. 7093 65100 SASHSDEPAL 1S 7746 65113 SASHUMPAR 14 IM9 71669SP NRSLRYRL TE 15 15B110 716N TILT 9ALAILESH0E5 16 16e0 7FRIRSSW FNOTBAR4 17 762095LAW CAMSWiFPLCICK 16 76133SLKW CAMSW73-PLOLI(KFIDEt 19 798MM WFFPHDLEOOVER 20 7675RHR RHTLTIATCH 21 7676LM LH7LTLATCH 22 71669SP ALUM SCRRN SURD RAW 23 71OMW WSTALLHOLERUG 24 71UNK SET64GBLOC!( 26 716B4AK $ETL240BLLXX-SFLFAOFffiNE 26 76XIFPMx 8XVEHTRN(4108SPAWTEls 27 7612FF1W7L 6X 10FH(41OSS PANTED) 28 76X2TPA410X 6X2TXVNYLSCFE74SS 20 7BXI14FPANIOX 98X11/4' SO 8XIFPAX "XI. ITEM 5, FIXED MEETING RAIL MATL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7940 ITEM DWG NO. PART DESCRIPTION 7/8• LAMLG. MASS: 1/8'TE7vT42E0 OmBOARD. 31 AIRSPACE- 118"ANNFALID-.090WeN1FRLAYER- 1/8-ANNPALEDOIt"M) 718• LAMLG. GLASS i/8"ANNFALIM 0UTBDARD- 22 AIRSPACE-118-ANNFALED-.090 WB NTEISAYER. VW ANNFALED(5116' LAM) 33 34 3/4' LAM LG.OIASS: 1/0"� C UTBOARD- 35 AIRSPACE-1/8'ARNMALIED-.090WBMTE8AYE2- IWA 314" lAM LG. GIA33: 1/B"ANNEALED OUf BDAFD- SICAAMIALm.ASS: 39 AIRSPACE - Us' ANNFALE3-.090WBNTS+AYER- 11S"ANNFALM(57f6"I W 37 08 39 SUCONEDOW1100 40 6492 e5112 GIAZNGBFAD 41 8403 5514E SRELAZNOBMD ITEM 6, FIXED MTG. RAIL REINF. MAT'L: Alum. (6063-T6) DWG NO.7126.1 NDKOMIB.FLN275 P.O.Ogx 1529 NOKOMIS. FL.. ITEM 9, SASHINTERLOCK MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO.7092 VUtbly BMI~SH500 r*870-1 II �e A80 �IL 803 .215 .03J —IT-EM 40T I.G. BEAD MAT'L: White Ridged PVC by MIKRON Industries, Inc.. DWG NO. 6492 828 272 ITEM 41, SDL BEAD MAT'L: White Ridged PVC by MIKRON industries, Inc. DWG NO. 8483 ITEM 111 SASH REINFORCEMENT MAT'L: Alum. (6063-T6) DWG NO, 7092.1 7 S 11 1 S191-1 NO.58705 44 6TAT1O f1) P.E. ITEM 3, INTEGRAL FIN SILL MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 9285 FLANGE ITEM 1, INTEGRAL FIN HEAD/JAMB MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO.9287 ITEM 2, BOX FRAME HEADMAMB MAT'L: While Ridged PVC by MIKRON WG NO 9288s, Inc. OPTIONAL FLANGE BOX FRAME SILL MAIL: White Ridged PVC by MIKRON Industries, Inc. [1�.-uDWG NO. 9286... m wnM r 9f0 847 i. 47 •065 1 80 .085 ITEM 12, SASH SIDE RAIL MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7093 PA a9mcm N0WM9.FLV2M ITEM 13, SASH LIFT RAIL MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO.7745 sum I Half 1 8 • 11 1 8191.1 * ; No, 50705 A. I,®®®U®EM®®NE�® ®„M Example: 52.125 x 75 For III Windows 3 a Anchors required in the head 3 4 Anchors required below the MTR Anchors required above the MTR Example: 52.125 x 62.500 For View Window s 3 Head" 3 3 4 2 F2 Sash' Fixed" NOTE FORVEW WINDOWS USEVIEW FIXED WINDOW HEIGHT FOR ANCHOR QUANTITY IN HEADAND ABOVE THE MTK AND USE THE VIEW SASH WINDOW HEIGHT FOR ANCHOR QUANTITY BELOW THEMTR MAXIMUM HEIGHT FOR VIEW W9NDCW IS 62112". FOR VIEW WINDOW THE LARGEST CANNOT EXCEED THE TESTED SIZE. P.O.aQ%16M NOKOMIB.RNR)4 ANCHORAGE NOTES FOR BOX FRAME 1. ANCHORTYPES: 1-3tiV ULTRACONS 2-9113SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD. 6" MAX. FROM TOP CORNERS JAMBS-9` MAX. FROM TOP CORNERS' ('NOT TO E%CEDE 114 OF TOTAL WINDOW HEIGHT) G- MAX. FROM BOTTOM CORNERS 4' MIN. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 6. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11. Ill WINDOW VIEW WINDOW 521/6' .6H FIXED G21/2• — AH — — SASH — a a 11 ^RODUCT REVISED mAY14%viN IM Florida awW.,Qk Rm,Dme Dune RO - 9- M- F� By e Mimmpcaeema�ctanwl L/ N0.56705 = ' k to 5TA EOF A. 1/4' MAX. 318° MIN. 2x WOOD BUO( OPTIONAL FLANGE 2x WOOD BUCK OPTIONAL RANGE JAMB W/ BOX FRAME HEAD W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD tx WOOD BUG( JAMB W/ BOX FRAME HEAD W! BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL 1x BUCK OPTIONAL 11N. NOTES: ma., v+d.m.11 .c, 1. FOR CONCRETE APPLICATIONS IN MIAMI-DACE COUNTY, USE ONLY MIAMI-DACE COUNTY APPROVED 311V ULTRACON, EMBEDED 13/0' MIN., DISTANCE FROM ANCHOR (j TO CONCRETE EDGE IS 1- MINIMUM. IL FORWOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #10 STEELSCREW, EMBEDED I SlW MIN.. 11I I I I I 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTALTHICKNEGS IS LESS THAN I I/2'. ix WOOD BUCKSARE OPTIONAL IF UNIT r LYNN,'V'l CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE I W THICK OR GREATER INSTALLATION TO THE SUBSTRATE OFWOOD ; x��plTt• BUCKSTO BE ENGINEERED BY OTHERSORAS APPROVED BYAUTHORITY HAVINGJURISCICTION. ` 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063T6 AND A MINIMUM OF I/8'THICK. THE ALUMINUM STRUCTURAL MEMBER _ SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILARTO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THEANCHORSHALL No. 58705 BEA#10 SHEET METAL SCREWWITH FULL ENGAGEMENT INTO THE ALUMINUM. IFTHESE CRITERIAARE MET,THE RESPECTIVE DESIGN_ PRESSURES AND ANCHORAGE __L^ SPACING FOR ULTRACONS MAY BE USED. '•, :b CL ox au: roar _... __.. �•. 1Pn�'•. BTA S SOP .6S -.. ayy- 5- iA. LY" }1ft,P.E.0%1FL P.E.#58705LHNGETNI35HEET PA NOKH19, n moJJDG. Od8RN-90..t0 NT10a 1C 2x WOODBUCK r(SEE NOTE 2). 114" MAX. SHIM-1 1— 10 DIA. x 1 12' NAIL• _ 2x WOOD BUCK OPTIONAL FLANGE 1/8-DIA. x1 VY NAIL, } —Al SHIM I III CORNER &4IW QC.. L2x WOODBUCK OPTIONAL RANGE (SEE NOTE2) JAMB Wl NAIL FIN HEAD W/ NAIL FIN SILL Wl NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING NOTES 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY, USE 1/11"DIA. x 11/2"NAIL. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2'. ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS DRAB APPROVED BYAUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TOALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 0087-T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA 910 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THEALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURESAND ANCHORAGE SPACING FOR ULTRAGONS MAYBE USED. N.K I%xLxa21e P. 0�v'.1520 NOKOMIS FLUM GHc I NTS 1 11 d 11 uimp171�1v115OroFW[b wemx croao AtteVlan�e No tl-r03. (G L nvllon DWe 'h By 10 Miamp aNmwl vBd L * No. 50705 ' Q.o��e JL . STAT Ok I :' 0': Fin Frame �sBFiOR10�.•�U,\� NISS1101m act ' 10NAL E. A. LYN,U MILLI R• P.E. 5191.1 C FL P.E.#.9705 MiAM IDDADE MJAMI—DADS COUNTY, FLORIDA 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICK OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur fire expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Series "PGT" Clipped Extruded Aluminum Tube Mullion — APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29111, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the -Miami —Dade County LABELING: Each unit shall bear a pernument label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application his 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 atthe job site at the request of the Building Official. This NOA revises NOA No. 11-0922.01 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 Jaime D. Gascon, P. E. NOA No. 13-0815.05 Expiration Date: May 26, 2016 V CAIproval Date: October 31, 2013 /10, zr l3 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.10— 0819.05) 2. Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29111, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per. FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thin E-1), dated 02/28/1,1, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted underpreviousNOA No. T0-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 09120/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted underprevious NOA No. 11-0922. 01) D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC-2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05105/11, signed and sealed byMarlin D. Brinson, P. E. (Submitted underprevious NOA No. 11-0922. 01) r Jaiine D. Gasco Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CoNmuED) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No.11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion --L.M.L", approved on 12/08/11 and expiring on 05/26/16. Jaime D. GasC n,P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Data Oetober31,2013 E-2 WITABLE FOR ALL LOCATIONS REQUIRING , NON -IMPACT OR LARGE AND SMALL I GENERAL NOTES: MISSILE IMPACT -RESISTANT PRODUCTS I 1) DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TOANYANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUEAND SHOULD BE EVALUATED BRAN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IFUSED, FIGURE I: MUST BE ANCHORED PROPERLYTO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. .. MULTIPLE OPENINGWIOTHFORVERTICALMULL MULLIONS --� SEEDENOLS ARCHESTOBE INSCRIHDINSmE AECTANGULM 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OFTHE MULLED UNITS. MULLIONS / A-0,GR SWE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUTSHALL SHEETS 24 NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP 1 ' / 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO THE REQUIRED i '� ��♦ �IIILIIILIIII DESIGN PRESSURE. MULLIONS ARE CALCULATEDTO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASEWAS NOT USED IN THIS ANCHOR EVALUATION. 4)PROPPROPERSEALING OFASSEMBLYNTTIRE ASSBLY IS THE RESPONSIBILITYOF OTHERS AND IS BEYOND THE SCOPE OFTHEE =oeral.3 FFFFFFhhh 11 INSTRUCTIONS. SHEEie 24 / / lil A / IETHRUG:� 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINEPRESSURES AND MEETS24 ANCHORAGE FOR THE COMMON MULLION. SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE CONSIDER OPE GHT ONLY TWO ADJACENT UNITS ATA TIME WHEN USING THE DESIGNPRESSURE AND ANCHORAGE TABLES. T ES. THE LOWEST DESIGN MULL HEIGHT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. MULL LENGTH HORi7ONTAL 0) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON HE TABLE(S). MUII sxee �AILE ])ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BYOTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO HE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. , FENESTRATION PRODUHTSMAY 8)REFERENCE: TEST REPORTS:FTL-8443; ELCO ULTRACON/AGGRE-GATOR NOAS;ANSI/AFSPA NOS FORWOOD CONSTRUCTION; IUJUBEYiTPE ADM -ALUMINUM DESIGN MANUAL I IMNUFAGTURED IIIF WPGT LIONS AND CLIPS HAVE BEEN DESIGNED AND -ISTED TO H UAR AREAPPROVED FOR IMPACT AMID APPLICATIONS. E ONWE LYTF THE DO BE USEDWFLORIDA BUILDING CODE, PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENTMPROVALS. /BEE HETALS HowzoN7At A -°•OH: 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. MULL BXEET824 LENGTH HCAROMAL MULL INSTRUCTIONS: LENGTH 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT US/FPI FOR THE OPENING USING THE ASCE-]'STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22TO DETERMINE IF THE WIND LOADING I5-RECTANGULAR'OR'TRIANGULgRRRAPEZOIDAL'. y'MULL Ir r—OPENINGWIDTH--1 T'�1—HORIE.MIIIL LENO1H�j KG v OPENING HEIGW B eO HPEIGM LNGTH MORI2.q L L MUIL SINGLE MULLION SINGLE MULLION OPENINGWIDTH FORVERTICALMULL GENERAL NOTES_.......__.-.__,1 INSTRUCTIONS ......_...--.-_.-_.-1 ELEVATIONS_. ....................._... I MULL T02X WOOD...--.....__.,. 2 MULL TO IX & MASONRY. .... _,. 2 INSTALLATION NOTES_.__._..2 MULL TO MASONRY_....__.... 3 MULL TO STEEL MULLTOMULL.... ............. -. _3 ANCHOR 3 ALTERNATATE UPS.._....-._..1 BAYMULLINSTALLATION.... - ..... 4 1 X 2 X.1 M MULL SPECS.._.-._S 1 X 2 X.376 MULL SPECS.__..._ 6 1 X 2.76XS76 MULL SPECS 1 X 2.76 X.B5 MULL SPECS 1 X 3.iMX.E08 MULL SPEC8.--..5 1 X 4 RACE MULL SPECS ..... -__ID 1 X 4 %.376 TUBE MALL SPECS._ 11 1X4X.375 TMULLSPECS---- it 1.25 X 5100 X.265 MULL SPECS.-12 2 X 4 X .M MULL SPECS.__-_.. 13 2 X 6 X M MULL SPECS.___.. 14 1 R8 X 2.0 %.126 MULL SPEC8...15 30'%326 BAY MULLSPEC3..__.18 MULLIONS IMP DIMENSIONS.--ill-IN EXAMPLES E LOADING 2. ..21 LOADING OINO E%AMPLES............ .22 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY ILBS/ M FROM TABLES TATHROUGH 13A, ON SHEETS 6 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IFTHE MULLION IS &PANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY(LBS/ ) OBTAINED SHALL MEET OREXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIM FOR HE OPENING OBTAINED IN STEP 1). 1 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (IJ S). HIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL vEHt. MULLION CAPACITY. MULL LMGTN 6) FROM THE ANCHOR CAPACITY(LBS) TABLE ON THE SAME SHEETAND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �1II ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFYTHAT HE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY(LBS/FT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFPI 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 "-�SEE FROAR UREIAOINOOETASS MULTIPLE MULLIONS 8) VERIFY THE DESIGN PRESSURE RATING(LBS/FP) FOR THE FENESTRATION PRODUCT TO BE USEDAND COMPAREWITH THE FINAL F(10MFlGUREI ABOVE. MULLION FENESTRATION PR OBTAINED FORTHE MULLION SYSTEM. THE LOWER OF THETWO SHALLAPPLY FOR THE ENTIRE 0) HIGH IGHT OPTION U ED AND TASSEMBLY. 8) HIGHLIGHT OPTION USED AND TABLE VALVES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TOAPPLV FOR A PERMIT. �QI P: f *' No. 50T05 _ P.E. DETAILA: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EIIHERTHE I� I I STPNoaRoO I OFFSETMULL THISMETH00 - v 4. a B. d` a EXTERIOR e FRONT VIEW MULLION SEESHEEIS I& .FORHOLE LOCATIONS 1 �j/ L16) .FOR ALLMULLIONS 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 INTERIOR CLIP MAY BE USED, 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HENHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 6) FOR MASONRY APPLICATIONS IN MIAMI DADE COUNTY, USE ONLY MIPMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELM 11V S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) n S C EXTERIOR I SIDE VIEW. a EITHERTHE ST NET W Q : OFFSET ANLL CLIP M\TBE WSTaLLEOOY THIO MEIHOD 4 m FRONT VIEW N0.68705 TD 15 DETAIL E:n N DETAIL C: -a tzcmw. MULLION TO MULLION ° a F" 0 INTERSECTION NOTES: MULLIONDIRECTLYATTACHED TO ��[ 0 MASONRY STRUCTURE MuuINN (U-CLIP) '�. i) MAY BE INTERSECTIONS. IN'TEE' OR'CROSS' o (STANDARD CLIP SHOWN) �' �_� INTERSECTIONS. PU' RIES a (2) MAY BE INSTALL50 SHORIZONTALLY (SHOWN) OR VELRTICA I I TYP.µW10R EIT1Eft 1HE ERSUBSTWE, sTµOARNOR I sEETABLEsm-roN 3)SEE U-CLIP DRAWINGS, SHEETS I8-20 tlst>¢ LLoCEMUI TOP VIEW FOR CORRESPONDING MULLION. INSTAULEDBV EDEDISTµCE MWOO FORA RY = TNISM1IEIHCO. 1 I j µCH0R5 VMIES� j N Ila BIRSTEELSCRERF G% I SELUQIIANNGORPRELRILL K MULLIONµDU3E 5M9 a EDGE E a Z m W EXTERIOR A' FDRMSOZ m'Ho,,3 Xu�'o2IUCIP /f 0 ~ I (Z B EXTERR 9 � F Z � PER$UCHOR pERSUBSTRAIE. A Q '7d' O Z N SEE TRBIES IB-"a n TYP µCHOR SEESHEEi3 TFOR N F' :3'O np BUCKSTWP PERSUBSTRATE, RWELOCATIONB N SEETABLESIB.IOB O AND FRONT VIEW ENGE 6 Y oY ATTAWIMEM OISTµES F• N N BV OTHERS. 9EETABLE9 p EAIBEOMI FM',' : .a SSHEEi 1.1 '• ENGE 18 .109 Q z G N W DISTMM bO sEEiA3L[d SIDE VIEW R ; MIN3AKSI CO.VCRETEORLAIU MIN2T0l C0 WETEMWAI 10-005 FROM VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO I Yrn TUD (STANDARD CSTEELLIP SHOWN) INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ME 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 INTERIOR CLIP MAY BE USED, 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET S. 5) FOR MASONRY APPLICATIONS IN MIAMIDADE COUNTY, USE ONLY M WMI-DAOE COUNTY APPROVED ELCO ULTRACON OR ELM 1W S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR NOTES:ww1.r,,.,,,.,.1�,...� 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 6.17, FOR QUANTITY OF SCREWS. SIDE VIEW \11111111/ 1,10ENFF •'.,'P �' No. 53705 0 '.� a STA A. LYIJAIA1110, P.E. FL P.E.# 58705 DETAIL F: DETAIL G: DETAIL H: FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP SAY MULLION INSTALLATION (F-CLIP) , (ANGLE CLIP) (ANGLE CLIP) O O O O SIDE VIEW SHOWN WIN V XCX.126- MULLION EXTERIOR CONDRIONS, INTOWOC%STEEL• ALDM•CMU OR WOONRY EXTERIOR O NOTES FOR INSTALIATION OPTIONS R O OE-10 TOP VIEW INSIDEOFMULL. STANDARD CUP TOM EXTERIOR MCDIFIEDIMFNUD. INTOWOOD, STEEL. AWM.CMUORMASONRY 1 EDGE 05TAlLE PER ANCHOR O 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2F X211' X.128' MULLION. 2) SEE TABLES 16-108 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. O 0 O 0 TOP VIEW EXTERIOR., NOTES FOR INSTALLATION OPTION 0 8 H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1BG 1B FOR ANCHOR QUANTITIES AND SHEETS 1820 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 13B FORANCHOR OUANTITIESAND SHEETS 1S-20 FOR HOLE LOCATIONS. TABLE 1A MNllon COpulty Tablo Ibefit2 ' Opening WIdth(ICrwr§wltyeparcirU muJorls) or Opening Holght(f¢rlvdzmlaiNaprrdru MAID J) 601. SON TON IN. foh 100h IMN 14.q IWO, 1 x 2..126 Revl¢p UOOn0 Tap/FAalq. Iw&n0 It'. �Ww Lw6n8 RepmO,,. Ln A, Rttlan(ulo L.O, TIdpT4dr�0. Lmdlry RevlangYaz thplr40�w. uoa , RxhngWel Lm1, RaplManO, WOn9 flxlanWler LOav1n0 Tlylleanp. Inadn9 RxlvnOila LOVPrq Tep/Marq. IuaGnB RaaojOOal LmM9 Rapmog. lvaTrp Rtttanpily Latlln9 Ttep'TO0". lmG9 Alum. Tubo Tp g 5 'Fu,.� ag 3 3 �rc a 39 :� a�. g E 5 �d .� a 3 s b`. xg 6 E eE ai� -�'%.. gg 5 gs 6 Lun, B _ g 3 Y-'rch ��M 3 _ x 6 L a A sy a 5 Be II a, 5 IL p^ gg 5e .' 5 ^g 5e . a 0 f. 11 3a .�' qq 0 Fax a� F Fu ,. g .� b� 4W 120.5 312 93.2 408 I1&0 323 TB.9 4W 10T.8 321 0.0 409 I01A 319 62.1 408 INA 30 569 In IM.0 ]R40ANOIMO310399408 IN.O ]to MO 9W V.A On i4.9 312 OIA 258 CA M2 T3.A On 63.5 312 51.0 248 40.5 3U 02 NO 4L8 312 61.3 244 3r.6 112 61.0 244 31.2 312 91.0 241 NO 312 61.0 N4 23.4 312 61.0 244 0.9 201 'T0.8 2N 513 281 $1.5 On 45A 281 SS3 SN 39.0 2S1 52.1 2R 35.5 281 W.1 2M MO 281 49.3 219 no Nit 49.3 219 228 281 49A 219 2D0 201 48A 219 52,8 N2 57.5 207 419 20 49.8 2M M9 242 415 199 M.9 NT 41.6 1W 20.2 MT UA 104 0.3 24] 38A 193 21.9 2O 33.1 10 16.8 20 MA I0J 1&4 20 30.1 IN MA 2M 41.R 1111 J20 03 MA 1m 2TA 3W ]1.6 18] 24.0 2W 289 '120 2L] d10 21.i 159 183 M1 25.8 ISr I8.0 2M 25.0 IN E421n111.E M.1 Ie1 3&3 I55 W.6 Iel N.3 1M 2&T I81 N.8 14B N.l I81 NO10A18NAIN I8.6 1B1 21.i f1320.6 165 ]OB 142 24A 165 Y6.1 139 Nb 165 OUA OB 1&O 185 In 233 IN 1" 139 19.9 118 I5.B 139 1T.5 118 18.9 125 19.i IM '16.i On 16.0 lW 17.6 111 18,2 IN TAR] R 1R ARChOICaPBcltyTable(Ib6) SumInIC 2Fk CmORla dSk CaW. Ol.-G1,411 RlI CMU I. Metal ArCrorCIIp PBtlOmS MUvryp Lt@'Flee OOP... 1/C FJOBUIImWn 01VEkp Mllxw &16'ElrollVxen 1M'FJBOUtlmcm 11C SS R,,. M9nGeb� 9IC' Eko U". 114-SO SON A,.t. 610S1001 S. IGS)8.1G5).-FOO Y12SIM YRSleal Fd2e O:akew lint T 2-112MIM. ' YIIB' V 91R' 2' 2-VL' S 1f10' T' ¢90' O.N' ¢329' Emb'Jme,lllnl fdl9" 13 d' "1-l- 1.1/4' 1-W 1-114' 1.1/4' IAA S I-mr I.YD"2AMWft 0 t7S MIn O.0 19UMiN wONMGIp IF10.1/ now 3931E5 w 1ON IOt 2)DIW 26Dke ]Nth AOI1 .1W WIN 11M IN 3251b <N.. SW Ow 4Nu 01.17 MIrt 0.G I NWOM Ion OROR COP rC. 2t 4NIW .. WA WA OOOON WA WA WA WA WA ISO IN NO IM HNIM 4 MNm ®3' Mh. OG lq)N5 NOle CIim I(F10. 3r NOIN i8D. . INC Re Ni_IL: WA FWIM MBIM Not¢ 23NIm Ow. NDIW i1NIM 2A bn C CAV I41n 0." UCllp W. 11W Nom.(1114F WA WA WA WA WA WA WA WA WA WA WA WA )161n 1&Slb 1BSIM BNIM Inn 1901M fi213IOLoN11. 3Tt IN 5Btlto 163M 2101W 'Now 2Mnimm a 1.11 Mh=1 FM, f ,Ot NO'. TAIM WA WA lwltM WA Wp WA WA WA YIBIM dNlb YOR; NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARO CLIP. )X �MULUON CAP.,a,„„� `ANCHOR CAP THIS FORMULA TO OBTAIN WE 'ANCHOR 4CITY REQUIRED" CORRESPONDING TO AI FIGURE I: FIGURE2: TABLE NOTES: ® ® � © 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. , FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE5: FIGURE 6: 6 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1&20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 16-20. 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 0.65. ALUMINUM SHALL BE 600&TSAND BE AMINIMUM OF.lw THICK. STEEL STUDS TO BE A MINIMUM GRADE M AND.04V THICK (18 GAUGE). STRUCTURALSTEELTO BEAT LEAST.125' THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THEMATERIAL, THE *: No. 56705 A. LYI FL TABLE2A Mullion Capacity Table Ib6tltf Opening Width (for LO16ca6Tspamhg dreons) orOponlag Height (for hobmnlatySR6 MmUliam) Win Win TOM. min WIn I INS, tmin IION 1mIn 1 x2 x.376 RCI O. Ia 11g LNdI,d, 7lifl9 'tu "WA T(i9 .l Loon, RWlayulfi LOISS Rip'LI '. Wi51ry Reclin]Wir LNONp Tlip'Rn ]. Low" RNIYqulfr um" TrN rO V Coal i'n't p0.1 LwELV T.W.e } Lro]Ip RN uiar LWd, Trt'r4 . LNJI' R<cnmula Ini0liy 7R(Ir6' Lwdre ReclvpNar INS' Twrrod" und, Alu,W Tube 111an nS 6 6 gpg' 6�03i!l pg aias11Fa § pR 5g d� $ 52 #& § F vT §� 1a & tl 1 § 511 ',gLL is gY' BS III 5 E s !1� 6 III § $F$ 6� � 1 J� fr� 1$ p¢uS xg f § 3 S' ✓� X. vSg8 0� fr@ i$ � 0 $ 3a g @gas 0 $� E� 0 E Sa2, U § 6 §& g 5 f 3 1 Y. U` Ig 1 ggf d RN 17RO WJ Q10 CIS IMJV5 0 410 IM7 On VMS 5M 113b 662 1m5 516 INS WZ tW.9 SIT ma No 1W.0 611 ]S) W2 INS 512 E48 ON tm.9 611 W1 mZ Im9 617 Min 1216 SW 1360 419 101A2 410 W9 WI 1WT 403 T&0 5@ 406 3" M6 WT K6 39T 608 SOT 0.0 3m 517 mT m.0 US 0.4 m2 W.a ]99 ffi0 Nr no NO mGSk 1a1> Im IHB ]m .4B ]T1 711 4m m.6 381 B48 4W B16 JW m.6 pE el.] 85T 5ie 4V m0 3Y ISR 4`b m.0 ]58 31.0 4W 900 JW no 4W m0 3W XN M4 4W 913 3M 7129 No 610 4W M7 M M4 4N 67J 3t0 47.6 IN "0 315 42i 4N 62J 314 31. 4N 61.8 313 315 LN BLB 313 ffiT 4W 61.8 313 .R Win 623 M WA no 5L9.5 210 445 W2SIR R86 3&9 3N 469 Rm J10 JN 43.9 R51 311 3M no 251 m.0 324 l&5 Rm No =4 4&6 2m 1" Ul l&6 S3 WM 610 M 6T.4 R52 4102 20 3&4 2m 436 Rdt 318. M US 1ST 2d9 ml 3T.1 R31 NO M 352 M 214 'A1 US US 1a2 M U4 M WS 2M 314 AO mIn 460 3m 4M. 2A EOl US .4 3m US =1 232 ZW 34t 216 S0 . ]t.a 215 9.4 . R.6 212 19.5 RW MG 21. 1&1 M 2T.1 RW 146 1m RT.T iTtInJ&0US U9 1W No.2 191 26.1 M UA IN =6 95 268 Im 'M0 226 M.5 In 110 =5 Ul tm 1&0 R5 =3 In 12.9 46 1&e ". 113 225 116 170 min me 201 W... 91 246R 1T3 21.9 2M US ITO 112 = 2L6 US 1T.0 'A[ 1ai IO5 1&* m2 10A 1m 120 20E 16.T IN 10.9 M I&9 1W 18 2N 1&6 IW TalnR&JImStm 901 169 ffi3 tm 320 im Yi.T tm. t91 fm 161 192 16.1 1ST 143 tm t&. 159 11.0 I91 15.2152 t0,1 im N.4 iW &9 1m 142 Im NN1Maa1. 1&4t fID Win 1&2 1T! 1&B 113 TABLE 2B Anchor Cap.c2p TSblepb.) $UMlfil¢ 2)k-.4 3&C . X l... FY..0 PTW V ntlil ArcJpT CIPPahC(Ip McaviYH 3116'EIw UVNm 1/['ElcplAeaml Y1B'Ekv m.. Y16'EW IPtxon 1/T EIw UMcm 11C.E. Am�eOnm &IWElco pWmm Vl6SFJw AWrtWIa /1061ee1 8umv(GSj /1281M 6or lens) 1126n<I Ba NSt E4wa I*-1 T 2- 2 1• 2-12 avC 1' aVlCWAWA ' 2' 3116' 2' a4P aw aR0' EnihdmM Nl 1.Y4' AYP 1J14' 'l 1., I -VP 1-1/Y 1N1' 2 13'C 1.N6' Uw Me4) ]MnbeG VS Wn o.ci6latlaNaloRCpvtF'o-1 3N Im I. 4`Alm amlw I.. W. 2W. Imla W61N3ID IN lm Ye Ympe4 NNaa O 115 Mh Q. I S.. lw.RH).1 t 22 4m Wi mi. WA WA WA WA 3W on WA NA WA 65xm m0ffi 11201N 4Ar torltIn OA/121'N$W&Cgelt 3I 2WM =Ms SWAN 15WM MNIW NOR. 5WI& SIN Bonds 2EIVa GSM &Olm 11m1b2A .0 a4S Mh aMl tPUM Ikn llC n, ft.4{ WA WA WA WA WA WA WA WA WA WA WA WA T18. 'Ar.lFLOpp19.5I INPn 1not. 2HIN NSIN 63211A 1351N 1101N 2NIW 3m. MonnI ImIM 2101N Mmt60'w 3.1W WA WA WA WA I.M, WA WA WA 3m lb IMIW 6m� NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANOANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE2: TABLE NOTES: 11 © ® ® 11 ® 1)SEE SHEET IFOR INSTRUCTIONS ON USING THE TABLES AND SHEET ri FOR INFORMATION ON LOADING. 1111 8 ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURES: © 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURES: FIGURES: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE =ANCHORCAP._ THIS FORMULA TO OBTAIN THE'ANCHOR 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18,2(3. HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS IM0. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CSO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063T6 AND BE AMINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEELTO BEAT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 'RESSURE REQUIREMENT FOR WE WHEN IT IS LOWER THAN THE MULLION r(MOM THE TABLE) OF THE SELECTED IT WILL YIELD AMINIMUM ANCHOR r WHICH MAY BE USED TO QUALIFY AL ANCHOR OPTIONS FROM THE CAPACITY TABLE. Florid. *I' No,5B705 P.E. TABLE 3A Mullion Capacity Table Ib5M2 Opening Width (forwgw*spaWM mUliom) or Opening HolgIn (for In iwoaly-spa198g mieions) M WN 7S. Win One 101. IAN Non 160N iR1.T6% LondnBade RMenµl®Ilte yplalp. Fealan,Aa1 Leaft U,fT M. Wdn9 Rxln&In I..&, awp A q. I-DWS Reclar,dn Ioft am an, L.Ir, R.lt'u I.Noq T.,am . Deng R,'.e,An LwdnA Tn]nu'a ImGn9 Realanpllm LaaCUO TIWAID. Wado Reelaa;Wal LwdnA TIDATfl-w. I-z Ran 0. L.&' %ITden6 wad, .376Alum. Mulllen �� 'sf. C c.. aa 'A-'a D 2 F D D D II&§ fi E � "a � .iLTuba 55e,� $@k� E 121n [141.1 ON.0 435 170.0 744 17AO 178 170.0 US 170.0 No 170A ON IT0.9 519 1]OA HIS IT0.0 NI 170.0 1240 O0.0 521 Hal IMI IT0.0 ON 127.6 INN 170A 521 111.5 1501 IMA 521 IBIS 7W.0 524 170.0 BW 1700 6W 170.0 ON 170.0 00 170.0 1133 00.0 MI 151.E HIS -0 P W1 IWO HSI R0.0 aW HPOI 1130 VOS NO 07A 1131 110.0 OW BSI HIS 170.0 WS W.824N TOO Y3 I]0.0 ass D0.0 891 18].B IOII D0.0 6B1 146.0 1033 I10.0 R3 1J0.5 IOR 1I0.0 i0 IRA tO3R D0.0 ]W W.B IW2 q0,0 1M 03.1 le" I10A ]SB ISA tOR R0.0 158Win 797A 612 161.3 W7 17aD 691 IM2 907 I64.T 13D 10.8 w1 1525 ]M IWA 9m H5.0 TI4 Pod W1 NIi Tm 8ne 901 INS 709 69.1 Me 140.0 70 US 901 141.0 709 Ole 735LE 625 117A IDS I30.3 611 100.E 735 UnD DO SAD 19 IW.2 NO 78.4 US 00.6 111 111 7M BSA 076 US T35 91.8 -674 W.4 ISO 91.9 6W 44.1 US 01.3 574 ISh San0.0 670 IOIA No U1.5 557 87..0 We NO W] 762 US W.1 SM e1.7 BY SAO 01 0.9 IN 70.6 Me 50.8 ON 76.8 621 433. %e T6.8 .1 YA ON 75.0 621 Salo 1W,0 60].4 In W,3 On 96A 511 157601 0.0 WI W2 W1 77.1 493 60..0 607 71.5 AM 0.0 W1 67.0 401 44.2 W] WA 476 37.9 W7 62.] 474 W.1 B% M7 474 RN BIb $10A H3 0.0 $10 710 AM 66A 510 W3 IRE NO 51D 57.9 419 AM MO 0.3 10 40.6 510 61.1 IW NA 111 11.9 102 R.2 510 41.4 3% 25.5 610 11.1 39B 76N 69.4 4MI 40D 616 1W W.T 092 111 4M W] W5 43A IW 48.8 374 38A 4W 44.6 473 N] IY 11b NO =9 4W 37.T NO NA 458 ... Me 2L7 1X Ml IN i8N 01.2 AMS WI 515 AM W0 3I3 45.0 435 49A 356 4M A 44,T 3W 35A AM 49.9 Me 32.1 4W U., 351 20A 435 34.1 NI 0.9 05 326 341 W.1 AM IMP NO WN 41.8 327.1 Me Me Mc 30.4 285 10.8 R] 31.0 2B0 ffiI R] R8.3 213 H.2 R] 25] 211 2SB ST) D.T 2B0 I1.1 R7 111 .1 11.1 R] IDA MeBbIn SIA 3B1.1 25] R&] R81 A8 R62 2I,6 RB] XO &B 21.6 POI 2J.1 211 19.1 P8I 20.0 210 I7.2 287 fee 2A HA 287 I6.8 RJ2 1010 24.2 .7J NS Me 221 208 201 17..3 227 18.0 IBB 1&1 01 1G0IHN 22A 215.1 104 16.6 215 VIA 101 We 215 16.6 193 120N RA IW.E I67 TABLE 3B Anchor Capacity Table (the) 9 ubivae: 2IxCMarele SEk e' HUIMCMU "IMcmu PT wmf mNal AIY1pfCip PBtlBRL9 An''Hwryp: &19 EIco Mncm 114"F1w UMaan 5.16'FIm Ulxm 'AIOEIw M... 114•EIae UAocm 114'SO Eae ft'aa Or 519'Elw US.- V9'63 Elao ApTeOalw BtOSNeI Saev SONSCma(OSI .1231ed 112SNel sc (G5) EqO D.elalua {Int 1' 2Ilr a.VO' 1 t' S1K' T' At/0• Y 64B' OW' 0." EmEeOmelll link i.Nl' • f314'Id/P t-lld'I.,Nr t-IW Y 13 - I.V 1aeeMel) 2Moca594.13'MIn0.416UNa.IX..a1Clip{FIB I} 2'Olh e901W 15HIM 2IOIM 35a1d 7401d1. tt0210a .1. LA IM &`giro4 Ma11wa 0 tloY MN O.G 151a . 1.1 Ofaen 0111119. 21 WaIW WA WA WA WA WA WA WA WA 6521b melts 11.1. 1 Anaeda0T1AIrt 0.0. /I2)Y15 Pryla LAyl{Fp.3k 1WIb M=I. ISW Ib t89Olts WOIb N,40JW WA ]601b 9MIro BW11n 2.811M 852105. &DIM 11201Ga2 M[Mn 00A5-MIn O.G IU In Info I/e' N= Via 4k WA WA WA WA WA WA WA WAWA WA ]181W 4<512 .1. i351b "'0. 3701W .1. 632Re Wl lw 1631M 2101W REDS. 2MCMn 01.WWe. O.CJ FtOFq. 64 2401b WA Me WA WA WA WA WA Wq 3Relle 4MIM WOIN ITS: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. 1 FORMULA TO OBTAIN THE 'ANCHOR THE TABLE) OF THE SELECTED YIELD A MINIMUM ANCHOR EY FIGURE I: 8 FIGURE 3: FIGURE 2. ® 0 0 ® 0 TABLE NOTES: AND SHEET 22 FOR INFORMATION ON LOADING. BEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. SEEESHEETS-4FOR FORENERAINSTRUCTIONS ONUSING METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. --� 1.00LP IIr I WOml Dada Pm utt CBnv01 `��OtJ•"'•••�<<4L-v! ; •'VGENSF '•., 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS I820. 2.T50' �paS C'+•.� 0 Q ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. 't:• No, 55705 ANGLE CLIP MUST BE USED IN PNRS. - FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED %-,3 :� �S ., SHALL CON FORM TO ASTM C-SO. WOOD SHALL BE PRESSURE -TREATED 3T5 %-P '•- F FIGURE 4: FIGURES: FIGURE B: CONCRETE BLOCK UNIT YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OFAW qT ;'•: ��'I�. F I, O ® THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046' THICK(i6 GAUGE). STRUCTURAL STEEL TO BEAT ICKAND A36. ALL ANCHOR$ INTO METAL SHALL E ENOAT LEAST3 SCREW THREADS BEYOND l'X2.T5'X,37TMUUON F&...�ORIO, r,,,.ONA�a33A`` THE MATERIAL A. LYNN MILLER, P.E. FL P.E.N 58705 TABLE 4A Mull1on Capacity Table lbfith? Opening Width (forwrOgaGysparfi g mJOorte) or OF ening Hulghl(for hWlmnlalyrpurilg ue,[k B) 5OM Win 701. BON I able IWle lain IION 1601. 1 %276% Rn0lanwlar T,aOTdnrq. loefip Bill ... On LdnO TgfI&N, LWdA R.t,inwlu WINI TA1dep Mitreder Ladic irapq. LwnA R. gada o.6, Top'rlw. Wnp Rutv1M Wn ToWdew, n Lotlp tl n0da) L Tlep'fdnp N412 WednOLodp T.W4W1, Wadrp .060 Alum. Mumon P a� A% i8 s� d� so d� so d�a a'oa q s'e d a g d`rc8 s= 8RR as PTubo 3@ It� a $ � aeg a5 l`& S�a� s'5 xL Zc g� so f3 Yrc a$ $� 5 8 fi5 iR 5 k g5 s@ IS a` g� sue. 3 a` ale INS I NO j 170.0 435 gao 714 1704 fie 1700 1 eee 1 nao W6 170.0 ON I INS I $to 17U file 170.0 ul %NO 1310 170.0 sl INS NU n0.0 ul IYa one naD 521 13U ICA I70.0 521 ION nao roe Do.a $N tro.b eW mo.o file nn0 e9z na.a aW 170.0 fin ue.o set mno tz]s n0.0 an "a un v0.o eoo. uu Nn Do.e No Ins un 1m.a am 1WA un DD.o No SOMSn 170.0 747 170.0 SIT INS NO 170.0 631 1)0.0 1N0 170.0 file 170.0 ties ROA 723 INS 12M 1r0.0 ]O Hi3 Im8 R0.0 ]W QIS 12W 170.0 rW INS 12W 170.0 TO OLI 12M 1700 1N 51N 170.0 ]al 170.0 e13 1m.0 B59 110.0 WI Im.O 1118 tIOA l51 IWI 1130 170.0 WJ 1JJ8 1130 1r0.0 W! ImA Imo 1IO,o BW IWS 1130 I10.0 e51 00.1 tU0 110.0 661 IS3 1130 ling W1 WN time ON 1100 701 INS 915 INA 181 1255 915 Illb ile INS 016 1323 735 SYS 015 tall RB e1.9 915 ties TAT U2 015 I11.1 715 US 015 114A 715 US NS I11.4 715 Bob 161.9 BW Is" NO INS 6W 13a0 6% In5 am 1232 W1 NS BW INS fine BU ON 1044 on r5.0 BW 09.1 6W 613 eW 945 No N2 NO NA DID I7.4 M N.1 N0 WN 1321 ]5] 140.0 O50 INS 757 110.8 0W 91A 757 19" WI BL5 757 MI OH 73A r5] 80.1 AOa No 757 N2 COD 550 757 NA Sm O.2 757 782 601 41.3 T67 782 WI �^ 72N I01.7 ON INS 552 "N.0 eN 91.0 540 r2,) am W.I NO NO 636 r2.2 52I ass 636 W.5 fill W.9 NO 02.3 'AB 42,4 034 67.2 ON 3A3 M N3 IT 31.8 ON 55.2 497 78N NO Sri i0.1 408 721 Gin 76.8 4% 01. 571 9.4 110 64A 671 60.0 471 IGO 5r1 0.5 IN U2 6H 61.8 460 W.0 5r1 ne 451 W.0 6)1 U.8 111 21.0 6r1 N.6 448 TBN 0.0 542 mA Q4 WA N2 70.0 IN 67.1 542 Q.1 IW No N2 55.7 440 44.4 N2 61.0 442 10.0' N3 I7.5 437 3A3 542 ITS UT N.0 N2 IOA 4N 25.0 512 ID.1 423 Wln 521 IN W] bl 13A 10l I5.1 3a3 37.2 IW US N9 325 IN E,3 NS 2a0 407 32.1 NO XO IN 20A 031 21.7 Iw 0.1 3Ar IBA 111 24It 3m in3 407 XD 31a N Ln- 422 358 M.1 3m 35A 35B >TS NI 30.) 3W 324 3W 2a8 3W NO ON mA 358- 2a1 WO 2L5 3W 24.0 300 17..9 3W 21.0 N9 15.3 3W f02 2N tWN 30.1 20 30.a 255 25.1 2N 3Sa 251 zlb 283 mA n1 Ine m3 1" 211 10.7 2W I" NO ISI m3 ISO 23T 111N 2TA 2E7 38.> NI n.t m1 2JA M 19A' m1 mA fi5 1].3 3a! m2i Ml IM 2Br bA ma imn mA NO 222 2W 19A 2N IB.9 205 15.7 2n MIT mi TABLE4B Anchor Capably Table (too) fiYglMl[ 2]YCOY(Na 1Eklee, Hwwcml FI,...0 PT Wnn3 M.a Anceir CEp P.Mina McMT]pa wiry olAOaam ur Bwuxoa Bre'EN0 uIrNae wIw EIw UYYmn VTE,OUW. V6`69 FYo A,ores. NIWECe Berm VPSSEkO AN`aG0o` 010fi . S.(Gs) 0126b4 9omv(") 9125md eaa'e(GS) son ...-Mf T 2.1?MNAWA SVe' 1' 2.l 1' 2-Vt' T YVS' 2' ni9' a6T able' EmKEmeM 11nC 1NP t-YO' T 4V' UVr 1-ol 1-VP 1NT 1. T 1S 1y (aMMell 1 ft 2]Olb 2WIta 3 Re ii011v [fdlto W1M 11WIW mato ImIN WOIM 4WIW )wlb WA WA mean WA WA WA WA WA 921W NilM 1ROIte 4Menae®3'MhOG"leaM9lvO""Il]3e ro1w rN IW INOla .01. SE01m WA ]WM am1M MU 2364 02IM le 112.1M ®O.IS.111.. 1UGIp In. V3'Num. 1Flc Q WA WA WA "WA WA WA WA WA WA WA WA 11.1. 1051roIA51b 6) . 1351M 1102r0. 2N aw N2III W11¢ 1fi61W 2f01M 2SD IN 2MCMNQ1IVfJh aWFg (Fp.6r NDN me. WA WA 1.1. WA WA WA N'A WA 3mlu 42011n WOIN OE: FORTHEOFFSET CLIP. USE THE SAMEANCHOR PATTERN ANDANOHORVALUES AS THE STANDARD CLIP. Q::) MCLEDVALUESARE USED INTHE EXAMPLEONSHEET21. .ANCHORCAP_ 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 I: O ® FIGURE2 O ® ® ® TABLE NOTES: AND SHEET 22 FOR INFORMATION ON LOADING. i)SEE SHEET 2-4FOR FOR GENERAL METHODS. SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. -- a /�6k Om .11 D Pwdun Canm 55I11I I I // 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOROPENNG WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS IB-20. 2.750' a'��:� 'VCENSp' e 0 ® 0 HOLESTO BEDRBIEO FN N THE FIELD FOLLOWING DIMSIONALRESTRICTIONS SH(YWNONSHEETS I8.2U. I FIGURES SHOW BUGGESTED, APPROXIMATE HOLE LOCATIONS. *: NO. 58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLEDL CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED 650' (e iS ) FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65: ALUMINUM SHALL BE 6063T5AND BEA MINIMUM OF.125' 'P - ST TE F ® THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND,045- THICK (18 GAUGE). STRUCTURAL STEELTO BEAT ST.12ICKAND A36. ALLANCHORS INTO METAL SHALL E%TENDAT LEAST3 SCREWTHREADS BEYOND LU 1'%2.TS%.050-MUDN O '•, Q ® TH2 MATERIAL. n Mullion CApacity TOMS IbsiRe Opening Wldlh (for wilfw1i sparrim mdllow) or Opining Height (forlodoodolly-sparclrg mal.) SOIn Min 10In MN e01n IN1n - IN n IIOID IMIO 1"A 3.125"It ReMongdm woDm Toq]doM. Lcadno Re<bnwbr Loafing Trep911ep. LoadnO Repbnwlat W0, WOODdn0 Tep46mi0.[17 rgtler TePT6en0� Laa81n9 Re<Nnwly bvfN TmpllnuW. NAND RedoUls Ndr, T1apY0nn0. Ldng Roclnnwlet Lo T, T18pridog. Loodrg Mchiplu Loadng Ttawirg. bating RAMMw1Y LNa Jh' Tnp'mvna. Ioadlg .600" Alum 'Tuba Mull` F pgg i6 p$$ II9 pP 0 ng_ r7 S` rU a 9g i3` pg 5 4aq il` F J yy,T P_P_ P _ P Pap iSR¢$ Syyj, P P P P_ F P P u _ ¢ F Pq_ ag E2`ib```�n`q`S�'i`2170.0 744 IND 478 170.0 IN 170L WO ON U0.0 510 ING Itl6 1]0.0 521 17U INN 170.0 521 INN 14M INA MI 1I0.0 RJS 1]0.0 521 ISA 180E 170.0 521 4311 1]0.0 TN 170.0 524 170.0 ON 170.0 SM 110.0 OR INS 630 1133 1I0.0 Mt BID 12]5 190.0 OTT IN.O 1417 N0.0 600 157.7 15TT iT0.0 NO 135.1 151] IND BM IN.2 15T1 170.0 NO N.615In 170.0 ]1] IND NS 1]0.0 BM 170.0 531 170.0 IND 170.0 8% 1195 170.0 ]23 R0.0 1345 170.0 i0 170.0 ION 1]0.0 1M 41A 1495 170.0 ]M 121.5 FUS 1]0.0 ]M IN.3 1495 110.0 ]N 541n INS ]01 INS 012 170.0 BM INTO 691 170.0 1115 170.0 IN 1276 170.0 80 Mil 1401 110.0 837 140.5 1401 170.0 8% 124.0 t4m 170.0 M1 IN.B 1401 INN MI 9M 1401 170.0 ML Mln 170.0 005 170.0 701 fmD INS 170.0 iW 1686 IIM 170.0 878 188] IIN 167..0 No 1213 INS INS 017 111.0 IIN 149.7 DID 02.6 11M 144.6 23 1B.3 11M 144.6 0% 60.1 IIM 141.5 ON SON 1]0.0 ON INN 745 IUD INS 1MA 0M I37.0 I5SS 8N IIPO IW9 HIJ MIL 10R5 1049 132.0 MB 95.9 INS 125.5 ON 70.9 1049 110.3 no N.5 IN9 118.9 Oil NO 1049 118.9 010 m M1n 10.0 ON 170.0 769 IMO 9% 151.31 8W' 119.1 133.7 iN 1M.2 06 121A 715 0.6 NO 112.6 705 63.4 05 IDIA IN 69.5 BM WA 749 00.0 055 BILL] ]M 52A ILK My 743 j 221n 128.5 003 o4p 69] 1W.0 %3 114.9 nag 01.8 DIA No Wo M3 61.2 OR ilA 603 63.9 M9 G.2 .1 788 P2 TOO M3 R3 032 d5D W3 c98 62n 40.1 0% 69.1 n2] ]gin I09.2 711 114.1 NO 01.0 721 W.0 010 78.0 N.1 N9 M.3 ]21 ]6.6 5N 00.7 721 TSI MIL SIA 721, NA 0M 45.6 721 IDA NO 39.0 T21 NO 6N 31.1 721 M.1 M3 OBh 101.0 ON VNA $99 01.2 ON 09A 507 M.2 ]8.4 5)6 63.1 SON 70.4 M1 Mi ON NA NB N.5 081 59.9 551. 42.1 'NI M.I Mi IDA NI 51D 5N 31.0 ON M.0 MINln 650 514 619 OM M.8 511 5]A 410 1]D j M.0 110 11.1 511 116 IJ3 Md 61{ 40b R] 82.9 511 J).S d21 2IA 511 J10 11233.5 Sll ]OA IN 206 511 R.0 INNln NR 452 65] IN 45] 452 47.0 3N g11 40.9 2N 30.9 452 3813N0 21.1 452 30.3 3I3 32D 152 M.0 NS IBA 452 24.E 360' ISO 152 22.0 355 t%N $0.1 351 34.9 J>! 31.7 357 323 317 2].R 28.1 312 R2.0 N1 25.R 21.1 351 II.i N3 10.0 Ml 20.8 2% 15.9 SS] IB.O A2 I3.e S91 183 101 ILB 3A I5.0 R8S IIIin N.1 ON NO MIL M1 NO 30.1 301 25.0 Mi tN 11.8 eM 23.1 J252 19.5 DM M.0 NB 11.E MO I9.0 201 14.8 3M 1S01 2]8 126 MB fd.8 R1S If.O JM i3.0 ffi9IMN 2).7 209 U.2 263 23.1 269 23.7 20 toe US 2N 17.3 209 I0.1 15.4 2N 10.3 ND I3.0 289 14.0 1246 11.0 3N 120 NO B.B 26B 11.{ 3N O.] 209 IOA M2 Anchor Capacity Teblo(lbs) SUMlmte 21R Cmne10 15a Gmu wow SMU H[dG.IU "WIN Metal AINprCIIP P.O." M<M Trye: YIB'.EI<o Ub<m I/1'EIcoUW<w Y16 Eke UV,uw YIS'Elm Ulm<m IM'EICOUbeom 1W SS EIw AppCeltt Y16'FI<o UOa<m Ifl'SS Eko Ap GvO /IBSI<ol 9e�ery 105)Snew(051 i1261ee1 F1251ed Snwr(051 E09e [felenee0n} 1- 2-0IS 1' 2-IR' Y11W 1- 24/2' V 2-IM 2' 3I10' Y alE' a.N• 0.3z1• Emhdmenl Qn): 1.N1' LLI' I4W1' LW' Y 1d1C 1-w 1-114- LIW 1-I14' . WA. T 4Y0' Ib5' (,'cook l) 2 IunM1.15'I rtO.C.I6len alEpp(F19. n: 3901ba SW IN 4501M 0%IM 15111k 21016e 2NIb SMIA ]401M IN IN 6641N two, 3201M 4NN SSOILa IM<Aav®1.16•AIIrt C.C./61enLa8OIpiF10.3} 4MIbe IN IN WA WA WA WA. MIN WA WA WA WA Wq 6921k NO Rv 11201b 1M<bn M3'IAn.0.C.1(p bSMtla Clpa gI0.J1: i001bo 1MIb MIN lowoo lSwlw Noke MIN WA ]601be SWIM BN Wa MAJ. 6521W NO IN 11Nhe 3MOw CO.4YMbLO.0./13Mp,WoIIVNum.(FIg.4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA IB]d IN IMdNr/FGIp(Fk.5): IBSIN 1951N 2251N 1151N MIN Us IN NBIb 177 IN T01ba MIN M21ba 5911N 1651N 2f01M RMIb 2M<Lav®I.11 M. O.C.I l(19, N01N MIN WA WA NA WA MrSO WA WA WA WA WA SN rm .1. SGOIW NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE2: TABLE NOTES: ® ® 1111 Q 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING. ® ® SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGUREII: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT SEE SCALE. FOR EXACTIONS 0 ® ® © SHEETS 18-20. AL RESTRICTIONS SHOWN ON SHEET51&20. DRILLEDIN DIMENSIONAL SHOWN FIELDFOLLOWINGHOLEL FHOLES IGURE SHOW STD, LOCATIONS. 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 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-NIL, WOOD SHALL BE PRESSURE -TREATED FIGURE4: FIGURES: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6DBYTSAND BEA MINIMUM OF.125' THICK. STEEL STUDS TO BEA NIMUM TICK (18 GAGE). STRUCTURAL STEEL TO BEAT mooQ 0 EASMATERIALTHICK AND A36. ALLIANCHORSSIINTO METAL SQHALLHEXTEND AT LEAST3 SCREW THREP BEYOND THE IT -ANCHOR CAP. - THE 'ANCHOR OFTHESELECTED MUM ANCHOR / / I / / j/ rr *: No. 5B705 A. LYB FL TABLE BA Mullion Capacity Table(lbste) ' Opmling Width BorwWwly-3pardag mUllom) or Opening HeIgbl (forlptl200W1y-epaPriM mull 60N Win TON In SON IWIn Win IIOIn Coln 1 x4 x.128 fWannylvl Laadp impTd[ilp. loIdn0 n[OlOngaa LgdnO TayrdOnp. Lea6np 0.e[lanpilu IOVMp nvp'iAnip, WN, RegvrgJal Lmdnp ROpSdOnO. LnnNip ftulBnWlu. IOaG'nB TmgiaWB� LovSp Recte]gJn] lmdnp nnp'IdanO LoeSnp RO[IOnWIu LOVOny Tlv(?tivry., L¢adnp fteegn0ule[ Lwdnp nel✓IBanO. LgdnO ftOClmWlu lonOnO ilopTlenO. LOvdn9 Alum, Tubb WIR.n i s- ): s- ,.��a$g .'� .�' o gg 'nZ.+' a ��421, Rao ON R0.0 15 n0.0 nl 710 ne Me BW ReO me "0.0 04L Imo 5i0 IT00 II1B Ile.0'WI I= IMO IN.O 021 Iro.O 14M 170.0 021 N5.8 JIM 1]0.0 521 1i7.1IN9ABin $17 1]00 ]M R00 s21 R0.0 eW V0.0 6M I10.0 992 tio.0 GW IToO II31 I]0.0 Wt Rao Irz]s 110.0 W] IWA I30] 1i0.0 OM t30.8 1203 Ir00 MO 111A I%O 1]0.0 6M OLT I]M 1]0.0 R1T 110A M3 V00 BSa 1]0.0 BSI 1100 It. R0.0 W4 1.0 ...0 R00 . IW.1 IDS 1m0 M] IIOd .236 R0.0 ]M 11 SS 1]00 ]W 1WA IV5 IT0.0 Me 01,0 We 1i0.0 ]0] 120.0 612 INA BM 1]0.0 691 1]00 1118 ITOA IN INA Ile$ 1]0.0 803 I3I.2 IIM IT00 M7 123.5 1150 Im.O BM /029 JIM 0.0 MI M.R JIM 1]0.0 W1 T7.2 11W Mln 1]00 885 IN0 I01 184.] iWR 1]0.0 19] 1120 10@ IBLi M2 IR5.3 Id2 IMd Bt6 IIIS 1012 U8.0 MI IW.O 1012 I30Y 181 83. R IR5.1 ]03 Tt,6 IA2 1R5.1 18] 63.5 101E 631n 1100 ON R0.0 T43 151R M 153.6 418 129.6 BM 1NA 19B 113.1 Wi I31,0 1M IOD.B 003 121A Ifi8 M..] 093 Ip.B ]M 25.0 W2 IOBI fly M.8 %2 1M0 ]N :d] 09E ,R 6OW 1654 941 170.0 TO 137.6 917 146.0 2W II&1 947 1102 708 COCA 947 11L] 752 OLD 9R W8.1 238 82.7 F] IW.2 127 66.0 BO- 0A TI] 59,1 N7 94.0 711 61.7 047 01.0 ]II In RIn 135.0 649 I42.7 137 1112 NO 121.6 IN BI.0 849 1M.9 ]08 N., NO 00d BW ]5.5 819 8&] CM W.9 BID 02.1 015 66.6 419 mi 559 40.5 M9 ]2.5 6R 42.5 $49 MA 01 161n 1150 IQ INT 05 Na NO IAA ON 823 ]¢2 NO NO 72.2 IQ WA 6" 81.2 262 74.2 We We mR 69.2 613 48.1 M2 Me 02 41.3 782 Me an JAI 26E 0A ON 2 ]Bin 1M9 724 111.4 M1 89.0 ]M 94.6 e21 104 3N 029 Me NA 724 71.4 599 59A 724 NA NJ W.4 TN 63.4 503 44.0 724 61d 5A 312 TV N] W] 33.4 TN MI WS Nln B99 011 11.8 4M 50.0 N3 60.T 114 49A N1 528 IW 43.5 A3 47,1 40 mA Otl 42.8 IS2. %A N3 39.5 40 29.0 N3 N.0 IN 24A M3 32.1 IM 2V 643 30.7 428 NIn 5].3 410 W9 YR 47.8 ITB 49.7 119 405 478L21.7 412 35A 410 38.5 I08 314 478 31d IN 28A 478 32.0 395 23.9 478 28.1 IN 205 170 25A 3M I7.9 O0 24.2 316 IMN 403 377 41.1 341 334 317 14.0 135 M.B 3T1 WO 23,2 3Tr 26.5 325 22.4 ]]] 24.0 321 20,1 177 22.0 317 I. 3R IOA W. 14.4 371 17.1 JN Ill In ]l.l 351 37.5 3Y1 30.9 331 >L8 310 20.5 35] ]I] 23.2 151 29A 303 20.6 351 22.0 W5 I8.5 ]fl 20.1 301 15A 35] 1]A S4 ID In A.3 3W NO 279 N.8 me 26.1 274 21.0 NO 2]0 18.3 YR 1&2 D1 16..3 3W 1]d N3 "I I1.0 N2 111 IN TARI F AR Anchor CAPeCIly T9ble (Ibe) Su WW: 23k (Wntmte IQ lWN. Hd109CMU HIM= I PTWOM WWI A0N10( CUP Paltems M[ka Type: LI6'EIW Uhecq IA' Eke UOeaOn dICEI[0 Utu. &'I6'BcO UVe[m III'EIw UVecW IH•8SEIN A,,,OGNaI WVVW0 JIM. 114-GSEIM Agg¢Gela EIOSIMI S¢revl (GS) 812SI¢N S[IOW(G1) 112StNI S..(G5) SO, MINN Wy, I' 212 1• 2IW Y118• 1• 2417 P 2-112• S 0-1/8• 2• OAV D.W 03N' EmE[M1nmlllnk ISe 1-tP ILCw 13'P T bl/4• 1411• 1-111• 1-IN' 14I1' 141P Y "V 13M• (eMNR4) 2 Mates 043VFAn. O.C./ Zlerud 01, WZI Ore): INIM 3PoIM IW IM 8 901M2001M SSI IM }d01M d681M CAllln 110RIaa SRBIM40IN M0 MI 4M[M1aa 422VNO. O.G I SIandaz6 Ulp NJ. 3): NOM TWM 6WIW 1410IM WA WOIC9 WA 6301M WA emu WA WRIM MDIbn 11201h $MMOJ41.15'AIb.O.C./Sgn0a0Glp lTIB�11: OWIM 14001b, WA WA 760M WA WA WA WA WA IW41be 1MOM NdOM1MIM ]MM DOOM 1]MM r NOIM WOM T09M id80IN 6MM 1128M NOR IM W2@n NOIba 1120M 6Mch= 4 S MIn. O.C. I tR)&S Mg001q Mg. 6): U7013 11]01W 10mlin NIWM 810IN NOM WA IMDIW 14MIM ISM IM 34351 0]BIM 1240IOe ROOM 4MaMe a0.45 MIn O.C. I DCDp, Inia fIrM m. ft rk WA WA WA NA WA WA WA WA WA WA WA WA WA 1432M MCM1onIS 2.W IN. DQ l Fi11p(H1. 8) SSOM ]MM 2WM RWIM WA NOW, WA 316IM OIM 440M OIM 3NIts IN I69 WOIb3 d NE 4 IAV IM. O.C. I F401p (FI09T 4001M 1WIM WA WA NA NOIM WA WA WA WP WA 052Wa NOlbv ❑ROIM =ANCHORCAP.- NTHE'ANCHOR SPONDINGTOAN OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURER: FIGURE 3: FIGURE4: FIGURED: FIGURED: TABLE NOTES: 'IL E. RF � • • • • • • • •FF 2)T NEAR INTERPOLATON BETWE NOMULLI LENGOTHS ANDOR PENNG WIDTT SISFALOWABLE NLOADING. SEE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS I&20. HOLES FIGURED: FIGURED: FIGURE 7: TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS I8420. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1 •� CONFORM ATIONS. HOLLOW AND 2NCTCONFORM PSE RW SOUTHERPINE WIH AN SG OFF 0.5ALUMINUM SHALL B 06346AND BE AMNIUMOF6-TT CSTEEL ANGLE CLIP (FIGURES 5&6) MUST BE USED W PAIRS. SUDS TO BE A MINIMUM GRADE 33 AND .04T THICK (16 GAUGE), STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -�� 1.000' 4.000' L- ,126' 1•X4•x.125- MULLION *' No. 68705 a 1•.. t 6 1513 .' �c STATED .••IU. A. LYHA MIL IL�R, P.E. FL P.E.fl 58705 Mullion Capacity Table lose Opening Wldlh(s"wrUcblN-Jpainlm Nulllons) of Oparing Height(fahodVrIul"Pe Jng had up)) 501n WN 701e BON 01. IOJIn 1911n' He 1801n 1 a4 z.376 RatlmOulal Tieprtaan9. 0 ftedan5 bi J.Nm' TapTderq. LoaCno PeclenWlar I.SpLi Tnpltnan9. RttlwpWu TiapTlanp. ReclanONar LdbWLm&Laadr Tap2Tden8 Raolan9Aor TepTlaOg. RedanONv laadng Tap4tlan0 Laadip Paclm9Nv LoadnO Bal✓lda^0. ba6np imlYttlan LeadnTMbeS"P•? a a a g6E6 a&�b b 5d¢5' jb �'y AO .& aSC Fc421n .Mullion5p 1i0.0 620 IT0.0 435 D0.0 111 HOA O8 170.0 We I10.0 Sa. 1]0.0 K2 IT&0 519 IT0.0 ilia IT0.0 521 1100 1240 170.0 521 ITQO H04 170.0 RI INA I735 Il&0 621 H0.0 521 401n IT0.0 705 U4 I10.0 NO Imp 684 110.O B@ I100 ON 170.0 11U IIDA Wt 110.0 12T5 110.0 6]T I10.4 N1T 110.0 680 I,,a f]W 1T0.0 W0 1]0.0 190 1710 601 H0.0 No W.0251n I)0.0 H] W3 1]0.0 am 110.0 31 170.0 [me I10.0 004 IIDA lips IN.O II] 1]0.0 INS 170.0 T4l 1100 HIM 110.0 1q V0.0 1i83 I100heIwo 1918 110.0 T54 110.0 165 Nln IIDA iW 012 I)00 959 1]0.0 en 1IOA I118 train IN IT&0 I2I5 1T0,0 W3 D0.0 IIM 1100 .1 1]0A 1594 IT0.0 BY 158.8 I]89 H0.0 NI 13].1 1799 IID.O MI I".a Ino IIDA "I Win V0.0 B05 701 170.0 IW] 1IOA 797 170.0 1240 170.0 878 V0.0 1417 I70.0 914 170A ION I70.0 096 ISf.6 1010 H0.0 IW3 ' 0aa 1819 170.0 IOW Jh.O file 170.0 has 01.2. 1619 I70L IN) WN 1100 0]0 fl5 Iran 1116 170.0 NO IT0.0 130E 1]&e V40 110.0 1400 IID.0 IWO Joel VQ 1T0.0 IWB IqA 1N3 I10A IlR3 'HT.6 1N2 Ifi05 11N 1W.i INR 18L9 1167 98.1 154 I61.9 1161 p WN R0.0 911 [170.0 i09 110.0 1169 NU 9N I70.0 1301 170.0 1002 160.6 147R. 11D.0 10% 142.8 14U 1W,8 1148 Kos II72 15&S MO IN.1 14U 1OA Ilea 11A 11R P6.0 1101 00.] 11]3 118,0 ttq F 72. I70.0 1%, e18 110.0 1275 110.0 1W9 150.6 I]i9 IW2 1101 132.0 13W Nap 1052 IIL3 1120 131.0 lag IN,p IND ROO 1010 No I= 117.0 IDN Joe 1030 1124 la] NO 1=0 12.6 1012 ]BN WOO On O)1 149A li81 10.4 1013 128.2 JIM IMU ON 1123 JIM 125.T 9T8 99.T IIM 1t0] OM 89.8 1181 10].5 853 T1,0 IIM 9I.8 q5 MA 11N B>.I 92] E0.1 11- 823 023 ]91n IW.1 1124 NI 1MA 1124 IO.0 985 118.6 1124 12&0 00 10]A 1124 116.8 931 023 1121 IOSA 918 63.0 1124 8&5 9W $92 1124 88.0 09U 68,J 1121 BIA 8N $1.9 1121 Bt2 0r8 NI^ 10&1 Me i50 80.1 Nf BdJ TJe ]1.] eH 821 r2l 01A N4 AA Tft W.1 NI N.5 1@ s4A 844 81.4 893 45.0 NI SBA N4 60.0 NB 33.8 Nl 47T 682LW 1n 80.1 N2 N] T43 T12 113 852 8&6 N2 6I2 59.0 On 49.5 112 bl.l 622 HA T42 10.8 814 A.1 b2 0.6 O00 ]Le ]12 29.0 590 2].e i@ JLS 691 IOBIn Bi.O 5N W.9 530 52.1 SN ST0 431 44.] So 48.8 SO D9.1 SM IfA o! M.0 SW ]L) IN 31.3 6N M3 142 28.1 N0 mA 181 2L] N9 2e.8 b3 '19,5 5N 34A IN Itl In 5].0 555 0.0 of 48.0 556 19,5 185 I1.R 555 H.9 1Bi 30.0 554 M.0 400 12.0 555 31.E O] 2&8 655 31.] 467 21.0 NS 21.1 451 20.8 555 :1.] HB 16.0 554 R2A I12 IIDIn I5.6 H5 46A U3 ]0.0 ITf ]AO IN 32.8 , W.T .0 28.5 175 29A IN 25.3 415 2&0 409 Me 475 215 IM IB.O NS 2" ]BS 18? "a an Nl in 2aA J30 'NJ 305 22.0 ]]0 2L1 001 IB.B 0'JO 10.] 201 tea ]t0 I1.0 ID] Anchor Cepeclty Table pbe) JAWWU 211kCannele ask Cma I ipe.CIiu Wbtl WU PTWJW metal A1M1plG pP8110n6 A^`'kOT19a: Yi6'EI[a UlmOm 1R'EI[O •Elce I.q MI6'EIeo UVO[W 111'EIaO UVeeu1 Ile SS fl<5 Ag91OOW, WIC ElcO NMeM Prose EIA0 AB4a6e. 910 Sleel Serow(GS) 01261eei Selaw(06) 01251ee1 Bt"Y35) Edge MIeMa(nkF70ift 2-OT 1• Iir 1' 2-IW 1' 24W Y v/0• 2' 9.4V ON' OAM• Fmoaft. .), I14' 1310 '1 1-114- 1-114• 1-11v IIle 1414• 1-Ild' 2' i-M' FWD' pee nal84) 2...Nd.11.11I.O.C./Brendan, 01ohlg. lw2ir 9Nlie IW Ito M Io 2101W 2801b5 NIIM Td016a INIM ON 10a 11021M J281N 420lbs o0109 4 Mchm 02.25' Lli^. 0,0101anaV Cap V19, 3): TWIN 6N IN' 52M WA NOIe] WA 6001M WA 88010 WA 652IN NOW Mollm8 MchmIIIJAY Min. O.O l Standrd Clp D19. 4k 14WIN WA WA t7MIft4M1W- WA Mao WA WA WA WA WA Miles 1MOlLs Y1401N 4anhva® Y MIn, O,C. 1111 W5 Mina Glq(F19. 5) TWIN BOM M IN 51 al 2MM 14801N Mle, 1328M 2]M R] MR N00a 1120Me Mchm 4➢ T MIn. 0.C. 1 N135Mina a[" ITl06i IITOIN I=Iba HM 810M810M WA INOM 11N IN 13AM 3Ne IN 0T8M 12WIN INDINI Moan 00.43 MIn. G.C, I UOIIp, IMo 1 Ve M.(Fig. 11. WA WA WA WA WA WA WA WA WA WA WA WA1d2N2MCM1m(i)ZW Min. O.C. I FGip(R). 8). 301N 2WM TBIN WA 2801N WA ]1516t 01 440M OIN JMIb] 4010] 001NIMCM1m®1.16'IAN.O.C.I FOOp(FIA01: TNIN WA N'A WA. Solo WA WA WA WA WA 8521b9 M015] 11ROIN NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE2 FIGURES: FIGURE4:' FIGURES: FIGURED: TABLE NOTES:AND �� • • • • • • • . ON 1) SEE DINGSHEET I SEEOR 2.4 INSTRUCTIONS ONUSINGIN HETABLES METHODS, 22 MR INFORMATION • • • • • • ON LOADING. SEE SHEETS 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 FIGURES: FIGURES: FIGURE]: • • • • I ANGLE CLIP (FIGURES SM) MUST BE USED IN PAIRS. SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS18-20. 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 606S-75 AND BEA MINIMUM OF.125'THICK. STEEL STUDS TO BE AMINIMUM GRADE 33 MOMS` THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICKANDA36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. FORMULA TO OBTAIN THE'ANCHOR TOOUALIFY FROM THE *' No. 6B7D5 Z 1ISj l3 A. LYNNIMILLER: F FL P.E.9 58705 TABLE RA Mullion Capacity Table (11,N12) Opening Wfith(6orveNwly-Bpando, carom) ar Opening Halghl(for lwrtWu ltyspemlrg mallons) SOIn fi0h TOIn "in I 901n IOJI. Imin 1401n I60b 125"l R.I.O. ar INNS T rnnn9. .Lo0dn0 RalanOubr Wed.B TolYnlalq. Lana" R<HanW4r Land, ➢ep4tlerq. Loedn9 RakngAw bedn0 TepT4ena. LOo01n0 R¢Ien,lal Left T1IATNN. LaePn9 RealwWbr Lead, B.P'ThN1 Lwdn9 ReabryWar uW&A T. .,ffO, W.O' N.1.111W LOeSN Tnp'Mw.O. Loadn9 Realendler Laedn9 Tm1Yfl.". Uad 9 188" 3.8 .265-Alum Tube Mull kgg_ U�' k F P33 8� 5¢ a b�g a 5� 2¢ Eu Fc 'cc 3c a Sc 5 Sc 5¢ UN IT0.0 US I70.0 435 I70.0 TM 1T0.0 4T8 170.0 ON 170.0 6W 1T40 ON Una 510 IIDA II10 Imo Sdi ITOA IHO "..a .1 'No INS H0.0 521 120.0 O]5 Van MI INA INS 170.0 .1 Ieln IIDA ]OB 1IOA NI 1T0.0 850 ITOA 1. Un. 02 INA eN IiOD I1'83' 1]0.0 NI 170.0 1275 170.0 e» I70.0 1412 170.0 60 IM.0 INS 1T0.0 100 132.2 1540 R0.0 600 110.1 VMS 170.0 NO W.6251n 170.0 ]IT 170.0 W3 170.0 808 1I0.0 111 ITOA INS 170.0 6N 170.0 1105 1T0.0 723 110.0 INS 170.0 747 102.0 106 1TOA 7E6 139.2 14N 170.0 IN 119.3 14M 110.0 US INA 101 I70.0 ]SB Nln 17MO T01 1T0.0 612 1T0.0 ON H0.0 691 170.0 1118 D0.0 7% 170.0 12T0 1T0.0 W3 INA INS I10.0 0.II 146.0 1376 170.0 NB 122d 1076 170.0 WI INS 1376 110.0 061 9V I376 120.0 BN 6Nn p0.0 US 170.0 NI 170.0 IOU IMO ]OT 158.9 HU 170.0 078 139.0 110 IOTA 9l0 12aA 1158 nee 019 111.2 JIM 160.0 N2 91.7 110 144.5 WS MA IN NL8 905 69.6 lall 144.5 NS 831n 1T0.0 930 I100 T45 INA 1051 1T0.0 850 13].2 1N1 %L9 SW INS 1051 1410 NB 1N.T INS 1321 Wi 00.1 1051 125.7 ON 861 1051 119.6 OM 60.0 1051 119.1 021 80.0 1051 119A 021 CO SON MA 95T I70.0 TO9 I= 9N 151.6 $05 INA 157 IN.O TW uIA O7 121A 71I We 051 H2A 711 116 951 IOSA 760 61.8 NT IS. 26D NJ 95I OIA I49 US 651 e6.B ]I c M. IN.? '004 INS NB 107.3 ON 115.2 BN 11.0 0M 111.1 BZI W.I WI MA NO T1e 04 MA ON MA 0M US 643 MA WI 123 655 NA OM U. 629 40.2 ON NO 626 TON 109.4 722 114A NO 91.2 722 W.2 616 T6S TII BS3 ON MAI M2 T6A 698 60.0 122 70.3 N5 NA 122 05.a 6W 45.0 T6 co- 6ID 30.1 ]Y[ NA NS N.2 TZ1 NR ON an Mln 101.2 US INA NO N,4 685 0.6 50 22.3 6N ]ee S17 US US 70.5 NO N3 '6O5 04.6 6N W.O 605 BO.L 553 R2 685 rod N3 N.2 US MA 6R MA 6W 50.] US Wln Na 515 0.0 AT 64.9 ON US M9 47.1 616 50.1 40 41.2 516 44A 04 MA Me d0.8 4Y a. SO 3T.1 422 2T.5 05 M.1 413 239 515 30.5 40] 203 515 20.1 4N SOIn NA I53 N.1 4M 45.J 111 1T.1 ]11 J0.6 4N 41.1 JBI 3].1 1N N.4 b5 30.2 453 33.0 3T9 2]S I0 BOA 3T4 22.0 153 M.6 3N 10.1 453 24.] 360 17.0 4N 220 3N MO In 38.1 MO 39.0 3Y3 310 358 32S 315 27.2 3N 20.4 M3 23.8 US LS2 US 21.2 355 2 7 301 IRI 3N 20.8 JN 15.9 JN I0.0 M3 III N.1 NO 31.4 3N 29.3 333 W.1 301 211 JN MI .1 i2a 3M 43.2 SO 19S 335 20.9 289 1T.8 336 103 MI 1201a 27.5 RN 28.3 04 23.2 290 23.0 20 Me 2W 20.6 2% 1T.1 260 M2 253 15.4 MD HA 2 1441n 16.1 01 16.3 1N TABLE 8B Anchor Capacity Table (Iles) Suh4nle: 2"`cO'ou 16N Cgvx NWtlXCMU FIIIM CMU PT Wm1 OMM Arctror Clip Patletre A"chxryTv L16'EMe Nhenon 1l4'EIae M�aron bt6'Elao pIMW WIT EIco NOoron 11C EIco blue. tfosa ko ram. alp WIWEko W-. 114"65 EIco Aaan` lr P10Sletl .1.11P5j 112SIOW ftannp51 012SIN! &.(G5) E12e pclance lln} P' 2-111MUM ' 3.fle' i" 24W P 2.17 2' 3OV Z' SAW O.cC ORl EmEMmen111nI t.NP hN9" T 1-0M" 1-114- 1-11P 1-114' 1-w L114' 2' 4Y6' 2Achon®4.151AIn.O.G 1&nNe�OG1,(10. t) IN1. IWIN 1644 as 210na 2UIW M41N ]401C 4601ra ONW 11921M SMIW 4201W NOIN fthas N 1.IWNO. O.11..M.Od Tp(11g$4 ANN 1N IN WA WA MOIb WA WA WA WA WA N21N NO IH 11201N 4A.. O T MIn. 0, C. 112j'ha Amoc GIN(Ft S3 ]N 1. ]rolls N INS IN MOIN ON IN WA ]N IN 9.. aN So mIN N2IN ND 1. 11MIv 4 ArcMwa®0.4S MIn O.G1 U ]B Into VP Oum.(FI943 WA WA WA WA WA WA WA WA WA ' WA WA WA ti331. 1MCMr1 .ccallg. fir t961W 1W1N WIN UIN, 1401W f]]1. WNR Z.H IN 932an Nin, a0fln 2101ba 2NIM 2MCMn O 1.1G 14n. O.C.I F-Ulp(Fig,N NOUN WOO WA WA Y901b WA WA WA WA WA JM 1M 4201N Be01b NOTE: FOR THE OFFSET CLIP, USE THE SAMEANCHOR PATTERN AND ANCHOR VALUES AS FIGURE 1: o e FIGURE 3: o FIGURES: FIGURES: Hcoi FIGURE 2: ® O ANGLE CLIP MUST ® ® BE USED IN PAIRS. FIGURE 6: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDTOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. 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 PIKE WITH AN BG OF 0.55. ALUMINUM SHALL BE 6003-T5ANDBEAMINIMUM OF.125' THICK STEEL STUBS TO BEA MINIMUM GRADE 33 AND .04V THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125-THICKAND MO. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. =ANCHORCAP.„, Em * t No. 68705- TART F AA Mullion CaPpacky Table IbeB3 Opening WidthgoneNc6lyspaMlp mM8one) or Opening Height (for ran zaaally-Opeone eNllolw) 501a win Nin NIn Bain 100In Imb I401n Main 2IT 4[.26 Rcda,wlw uVS, Npirrlmq. Lovd., FlacWnOMe( LOadlp IIeplrtlon2 Long nB RMenpAef LoaPip TrepT6we� LoadO Re<IelgJw lmdne TapTlnrq. LondnB RalenlR'lu LoeQnB TrogiOenB� Lcadrt9 Rca18nB+ler La6np TivNi3ay. LwGinO R001N9�1ar LIM'q Rry✓nNq. LoadnO R INgeleI LoadnB T.,FnrMn. LcadnB ROUIla0ar LoaRna RTRIPTI, LaadnB nam.Tub3 Mnmm. zTi a s S $ s� s� s $a "• a s a E � i� £ ag sg yypea 2ffi £ � ¢ a £ b yypp $ 2 £ fr 5y �^ qqyy 2 s B I £ sea � g"g}y .d`p £ a §- .D s s g$ dd £ a s g5 I 3 a�, s. qp $ I a s s § � sa 3 a s yp 2 a s g 5E s2 o ag s qp g3. 8ffi s & D a qp 2 £ s S £ i sa 5b .g¢ irc P a i £ a dpC D �. D dd x a s £ ae d s� a a 38 £ 8 s a '8 D a D b 2 D 5e fix@ p trc I'll II0.0 6A 1]0.0 OS II0.0 IH I70.0 08 I]D.0 890 1I0.0 EPo 170.0 BII 1]0.0 619 II0.0[211 I70.0 621 1)OA 1240 1]0.0 fief 1I0.0 IIH II0.0. 531 1]0.0 1]]5 U0.0 fief I]c.0 IB6} R0.0 521 IB In 110.0 NO 1]0.0 524 1I00 050 I)0.0 5G II00 T. 1}pA 0IU 1N.0 I1]] 170.0 851 170.0 1]0.0 8]) 1I0.0 I11I I]0,0 fiB0 I]0.0 INS 1IOA 00l 1]0.0 183] 110.0 TO I70.0 220] I70.0 6B0 W.G151n 1]0.0 741 INS W] 170.0 BPo 170.0 63I IJ0.0 1066 1]OA WI 80,0 1195 110.0 ]D R00 OOA ]4] 110.0 1191 170.0 )58 I]0.0 IMJ 1T0.0 I68 I]0.0 NO2 170.0 IN q0.0 33B1 00.0 )E6 IN In 00.0 ]el 170.0 012 170.0 ON INS 691 170.0 1118 1I0.0 }bl 1)0.0 IRi9 170.0 80 IMO 170.0 037 Tle ISB4 t7O.0 0% ITS. IBO 170.0 W1 170.0 231 170.0 WI 170.0 25M INA MI EDlri 110.0 865 D00 701 170.0 IM3 1)OA )9] U0.0 @40 INA 878 I]AO MI] I70.0 BM I]0.0 II0.0 B38 g0.0 11I1 I10.0 1DM I70.0 3125 170.0 Ire'! 170.0 31)8 170.0 IWJ 180.8 RW II0.0 1063 63N INS BJO INN N5 170.0 1116 170.0 BW 170.0 I3M 170.0 910 1]0.0 1408 170.0 1015 TOP) 170A PON 170.0 109 170.0 Pin 170.0 M31 170.0 11.0 1M.] 253 110.0 It]I 145.9 NO, 1]0.0 11}1 Mln flee ON IIDA ]BB 170A 1169 $No 00 lNe UM INS IOU INS IMe 170.0 ION No flee IIM Inge INS 170.0 1210 I10.0 SON INN 815 151.8 207 170.0 ISM IJ20 243] fl0.0 120 qRln 1700 1063 I}0.0 BIB 170.0 12}3 170.0 INS 170.0 HIS 170.0 PISS 170.0 INS 170.0 1228 170.0 170.0 1215 170.0 2125 170.0 IN] HS6 21M 17.0 14M 124.8 2184 110.0 ON 100.2 21M Ive 1530 leln1)0.01123B3] 1}a.0 IMe 1]00 1. Ila. 11. tip.0 120 IMA I]BI 170.0 I= 115.1 170.0 1421 Ha6 NO. flee ISW 1. S IMp IM.6 15{B IN.1 I.a iMe MO B3.I IBN 152} IMI ]0N tMo 1151 DID M) 170.0 IMI 110.0 Ism 170.0 1011 170.0 12M 170.0 On 17MO INS IM.] INS I414 WA NO 103.1 free '114.6 101 117.3 11A BB.2 INI 119.8 1459 N.9 1801 IB].6 HM BJ 1n IJ0.0 1J28 170.0 1H1 H&1 1308 IM.O 1211 127.8 1398 Me 110 111.9 1398 121.] 1179 99.1 13M 110.2 1162 $9.6 INS 101.6 1H] 74.5 1308 NO 11II M.9 1390 82.7 1105 SS9 1390 76.9 IOM Poln HIA 13M 151.E 1098 mo IR9 wiP 1079 10SA IY28 111.2 IM1 U. 10B BSB IWI 91.9 I2N see ION ]S7 1.9 VA NIS 01.4 IM 722 N) 62] Me No '0>1 IOl PIN U.1 N] INN f01.5 WI 105.6 877 N3 071 $9.0 San ]4.0 O71 71.2 MB N.1 671 68A M7 67.6 all 61.6 U3 51.8 971 MA $15 43.1 971 49.0 70 M.0 971 H.0 ]U NA IN 40.0 ]]I IIIN BSI 91B 97.3 6M )0A BIB 81A MD ee.t BIB i0.e 0M SB. BIB III ]M Me III SIT 7M 47.7 919 5L0 IN 09.7 919 Me 70 H.1 911 10.2 741 So 910 17.1 l]2 120N ]SS ]M ISO ]IO U.9 IN 863 ]N M. 7N SSA MY 4. NNo 494 ON 11.9 7N N.1 M] ]).1 IN IOb MA 3L5 7M M.8 N3 2].0 1M 31.0 M1 23.8 ]N 20A Nt 1411n IA] fi48 I4.2 Sal MA M0 37.0 403 BIS 616 31.9 49% VS N6 2A2 485 RI.] M6 20A 479 21.0 MB 22.9 474 18.2 N6 19.5 I81 1!8 MB O3 4M I0.> BM 15.6 13B Anchor Capacity Tablo(lbs) SUMaeu: 2.lk Wlaret0 JSk Cme. XdInv G1U FIIICO GAV. Pi WOM Llelw Anonor Clip PON. M[FnF We. JII6'Eloe UbeaM V4'FIeo IV Elco UONm L16'EIw UVaam IR'EIaDUlmcm IH• BB S1. ANre(It WIT Pink. IBvecm IN' as El. AOUnGm. /081eei ao.peS) COMM 6ncr(G5) 1128bd Gcraw (GS) E000 U.N.. a.) 1' 2-II2' 1' Oda' I' 2-In- 1' 21n- T }ffr 2' 0.40• OAI' O.UT EmbMwnl On)'. 14V I.LP IVV 1' 1-Ia' 1-IH IPIT bIM 1-IN' 1114C 2' WIB' "r tees nolc4) 2Anchon4$1.7VMN.O.Gl0HMw001p(Na, 1 Di2) MIW NORA 1 bI6N. 3IDan RBOlh 5Iba 4OOM 11W MR I1821b ONIaI 1N IS, MO Ne 4 met=0 Saw Min. 0." Msnwrtl flip LF10. 3C Nags 740 no BNIM HISW WA me IN WA 601bc NA BMIM WA N20n NOlba 11R01b OPnc},we® IRI' On, ..(%I m.nd CIIp IFle. 4): 051M aNl 7Niba JU9&�1341A!8i WA WA 7011M WA N91M WA WA WA 9IDNe IAOW IMOrw I Anchors IS T Min. O.GI(2) be MOetliy(Fig. 61: Mean ] N BOOM 10NM N01 NOIb WA 7601M BMIb BN IM RYH on 6521ba NOlba I@DIN BMchae IT X MIn. O.C. I Soo Mga.1, To 61: 11NOW 1001b loacic IBMW •I M NO IM WA IIIOIM 14N 0a 13N Iba 3Nlba 6101M 1R601M IMMI JA hmQ I.W MIn O.C. I LL ,p, Into PIT Mm.IF107): WA NA WA 'WA WA WA WA WA 'WA WA WA WA WA U41 OMchmISO.6CNan. O.C. I WM,, PIP PIT Alum. IFIB, IT WA WA WA WA WA NA WA WA WA WA WA WA WA 21 Ib 2 Ann. N 2AW Mi.. O.G I FNp(Flg. Or 370M d]NM 3161M 7121M WA 280W NA MOW WA IIDIM WA 326W 4MI61 NOlba SMCLm®1R1-LIin.O.01FLYlp "no Par J901M JNIM JIOIM 9101b 2701N 300 Re Wq NOIN 4061M IIOIb 118216z 3NM 4P Iba MDIOa =ANCHORCAP.,„ ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21, \ FIGURE I: FIGURE2: FIGURES: FIGURE4: 2.000' vie pop Plo6er2 Conlin • • • • o Pi TABLE NOTES: \UIIII III/l] • • 1)SEE SHEET FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR ` DN .. i2 `��' '• • • • • •�\CENSF'.P GENERAL INSTALLATION METHODS. 40 FIGURE 5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �{�;''•� 58 No. 58705 • o • • _ 4.000• '250 • s o • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOREXACT DIMENSIONS, SEE SHEETS 18f20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS I8-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. - //,, ^�:•t�T 0'S )� w` ' FIGURE 7: FIGURES FIGURES. FIGURE IO: ANGLE CLIP 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT SOUTHERN PINE WITH AN SG 0.65. SHALL BEPRHICK i.'. FLORIOP: �C2;�: �i S ' (FIGUftE5566) MUST BE USED BE 6D 3 J5 AN BEAWOOD GRADE ALUMINUM SHALL BE ff063-T5 AND BEAMINIMUM OF.12G'THICK STEEL STUDS TO BE AMINIMUM GRADE 33AND.045'THICK(W ALUMINUM SHALL STEEL TO 2'X 4- X.25' MULLION 'IIIS1ONtA1�1\ I • : IN PAIRS. GAUGE). STRUCTURAL STEEL TO BE AT LEAST.126'THICKAND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A. LYNNMILi.ER, P.E. THREADS BEYOND THE MATERIAL FL P.E.6 58705 Mullion CapacIty TOWS ItIN10 OPNI.g Width oorSedimra Vett100J mmiom) or Openlne Hel8h1(fW h AzMOSTSP9mtr0 MIiOnn) ]01n Nln 001n 1NH 120m 1101n IW 1a 2%0 A.26 ToprOnoq Wnft ROclang.Av1 LO]6n0 TlapTtlan9� LmdnO RttlanWlar L06oq Troprrdmg, LAW, floemlgJu LmdI, TmpMvrg. LOadnB POtlenplly LNc5ng TapTtlonO� Laa6m Rvclvpulet LBafiiIB Pnp'fAay. LOadn. H0dNAcr TOpTA9q. Ra[IenAder. Teprtrl[n0. RNImlpilar ¶apRAarp. Tubo�'gs Mullion JR 10f&�gg�J�P�[gR S,vaa a� 3� E& E� 421n 170.0 135 1J0.0 J44 1J0.0 110 1}0.0 BOB 110.0 SOB 1J0.0 ON I10.0 510 110.0 1110 1]0.0 IN DOS INS 110.0 521 1]0.0 INS 170.0 521 1 1135 1J0.0 521 1]B.0 1AW 1]0A 52IBA 1)0.0 524 1]0.0 ON 1]0.0 OR 110.0 OR 1)0.0 030 1]0.0 1133 I10.0 801 R00 12)6 1)0.0 WI 170.0 11V 1]0.0 400 INS 1IM 1700 000 170.0 JOU 1]0.0 ON 1T0.0 NO] 1]0.0 NO WMSh 1]0.0 Y3 DOS BM DOA 031. 170.0 100 DOS AN 170.0 Ito 170.0 IN 170.0 b15 170.0 ]I] I]O0 1494 USS ]Y 1]0.0 1]93 INS -]5B 1730 02 iJOA ]59 I]0.0 NBI I]8.0 158 541n 170.0 ]B] INS 612' INS 9% I100 691 1J00 1118 1]0.0 154 1)00 105 INS aW 1]0.0 14M 1TOA N] 1]0.0 1594 170.0 0Y 170.0 1913 DOS ON I70.0 2N1 1]0A 01 ITDA 25N 170.0 SH Win 170.0 NO DOS 701 170.0 I063 170.0 )9] 1N.0 1240 INS BIB 1]B.0 Ill] D00 BII 1- I5B1 I10.0 .6 17o.0 f]]I I]0.0 ION 1I0.0 21N 1)0.8 IOW t10.o 31N 110.0 IM3 1}0.0 NS] DO.O ION Wln 1]0.0 9N INS ld5 110.0 1118 1]0.0 ON 1]0.0 130E UDS NO OQO 1409 1]0.0 1015[17D.0 IS. 1]0.0 10I8 TOO ON ITOS im 1]0.0 MI 1100 109 170.0 2CO3 R00 1Rf 1]0.0 'R)5 I>o.0 1V1 ln 1]00 911 VoO )89 1100 1169 1]0.0 903 1]00 1361 DOA ION DO.0 1W0 II0.0 ION I]W 1]0.0 1155 170.0 INS INA 1310 1zoS HN 1]0.0 12J5 I]0.0 2T11, VDA 12M 1I0.0 31O 1]0.0 12W M. 1]0.0 ION 1100 8]8 1]0.0 INS N0.0 IN] 17MO 14W 1]0.0 11N 1]0.0 I]W INA IM 1013 1I0.0 1315 170.0 2125 INA IW] INS 25`% t)0.0 IIW 1]0.0 2%5 170.0 1529 1]0O NW DOS ON Nln WOO It. 1]0,0 NI 1)0.0 INS 1]0.0 IOW I]0.0 15]0 I]0.0 12S NOS 1]94 1I0.0 ION N10 1]0.0 I421 1I0.0 NU 1]0.0 JIM 170.0 NB2 INS ION I10.0 3140 1]0.0 ION INS SON 1]0.0 1)N `2 )BN ITDO 115t 1)0.0 Nl 170.0 1N] 17MO 1110 170.0 1011 R0.0 12M 1)01 1W2 1]0.0 I= NN DOS 1474 UDO NR IS ION INS SIR 1)0.0 11W 1]0.0 UN I10.0 1]]] 1)0.0 NO DOS ITN f)0.0 1320 TOO 1144 170.0 ION 1]0.0 1328 TOO 1859 1]0.0 I49S Ilo.O 2125 110.0 INS NN I]0.0 1)B] IIBA NM 1)0.0 1918 INS 31% 1I0.0 2125 I50.0 303 1I0.0 22N 1N.5 N13 1)0.0 2NI Nln 1]00 141) R0.0 IN2 1I0.0 1]W 1I0.0 NN 1]00 WN 1)0.0 VON 170.0 YK] IN.O 1101 25W U... 1952 1)0.0 2W3 1]0.0 2W5 INO 31S 1]B.0 NH 131.1 3199 WS 31]0 1200 OIN 1N.1 SIN IN In DOO 1691 110.o IIN 1]0.0 I910 1]0.0 iM] 1]00 2231 1N.S 1BN IT0.0 2550 I]0.0 RO)S 2]BI 170.0 YOI HBA '.2]SI 101.9 NA IY3.B Z)Sf 1104SNIIN92NI1N.0 2NMIn I]0.0 16M I]00 NM 110.0 1N0 1]0.0 I]N q0.0 NN U0.0 I9]2 110.0 '2831 ROA NIB N]2 1023 NIS IN.O 3IXI2 148.1 1318 113.0 2032 12a1 21M 0L0 NR 116.1 1126 .5..INIn 1]0.0 1]]1 DO5 INS INS 2125 VOL IB59 151A SIN 159.9 1991 IUA 0253 141A INI N52 12).2 10NIN,1N52Imt IBIS 1 R51 0.0 IBII l)1 N52 NO IUSi"In 125.1 IOU INN IM5 1DI.3 ION 10%, 'I12589.1 1501 BS Id0) ]82 ION 80.7 INS I5M N3 13N 83.8 1`A1 05.] NM W.1 15M M.0 13W M.] 1N9 49.2 INS 39.1 1 IW4 NA 12M Anahor CBP001ty Tablo (Ibe) ute0elr ZMCnmlela OAK Wm. ik,i-chlu ..,OmU POW. IMA PaOamsASIBGnn. AIWhNType: 311C FkoVMa[on 1!9'EICOMIBCM VIVEICoy16'ElttVllracm tllVM68Eko y1fi'EI00 W'.. 119'66 Eko AN•Gamr #10 Gtta1 ft-(GSI 6123Arcllo}Clip SIn" 'S B[r[ Pq E[MBOMlanaO (1^y 1' S- 1' Z-I/Y 340' P 2-iR' Y 2-11T 1.341S 2' 0.4H' ETCMInant lm$ I.M. 1a14" 13•0' 131P Z'I'll 1.1/T 1�114" 1A14' Ytle 1.119' T 13•8' IlaMep GYp lFb.ta2F 3N IM US 9.1. N31b 1W91W 2]0IW Z Ib 3 IW ]d lb 9W Iba N41b 11021b 0.0. 4NIM4Anahm®9.06CI81aMaNCllplFlp.31. ]W lb ]WIN9WIN163baSIWM61 6NI[o ]N lb 19BOM BNIb tiW IW 23N IM 65316 01016a 112pRaOM[nmQI.]PC/SIaMaNCSp IFl94l A-2 t1NIN 14MIM 10101E 2595E WA WA 9401E WA t6SW Wq WA WA ION 1. 1N01b4Mchm 9p Y'MInN6 M91a CIiy IRA, 6y ]N IW 7601E 001W 1UOIN INOIW M01b N01W WA ]WIM YID IM SWIM 2N41M 6R IM MO IM 11AId BM[n.SO w hnaN. MAT. Cllp9lFlp. 6,l INS IM 16001E INS IM 31NIM 37331E 10WIW 11"InI1)NI1a 4iNlM 13W IM 16091E 33<alM12MChM$@I.'MInINO8 I[CIIq(Fq.g IONW ZiW IM M401b 3]M IN WA WA 1YMmf WA 1XOIb WA WA WA IBMIM ONot.I NUMn 01N' MIn ONIo VW Nm(mg 8) WA WA WA WA WA WA WP WA WA WA WA WA WA WA �14WIM =ANCHORCAP.,,, FORMULA TO OBTAIN THEANCHORY REQUIRED' CORRESPONDING TO AN PRESSURE REQUIREi WHEN IT IS LOWERY(FROM THE TABLE)I.IT WILL YIELD AMIN NAL ANCHOR OPTIONS FROM THE t CAPACITY TABLE. BAmMn®.&'MIn.O.NIO VB'Num. (Fl0.9)'. WA WA WA WAAWA WAWA Wq WA WA2NIIMIn.O.C/F{Ilp(Fp.10)'.]NIM 3NIM 9501E 6901E 16031E TOIM 2WIMW31M11821b3NI6c4NIMMO4Qin QC/F{IIp IFq, 11j; 6NIM ]NIM NSIM 130 lls WA WA 97111E WA W]IM WA WA WA 6521E N.J. 11201E ,2$Q` TABLE NOTES: FIGURE 11 FIGURE 2; FIGURE 31 FIGURE n; FIGURES: FIGURES; ROUREIO; FIGUREII: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 MR GENERAL INSTALLATION METHODS. LINEAR ATION EEN NDX)R IDTHS IS LE. HUHN [� '�' Ed m 3) MULLIONTERPOLLIONCIPS SHOWN LENGTHSOTO SCALE. OPENING DIMENSIONS, SEE SHEETS a0m' MU Q)MULLIONAND MULLIONCLIPS SHOWNARE NOTTOSCALE.FOR &REDIMENSIONS,SEESHEETS 1&EE HOLES TO BE TRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURES: FIGURE O: FIGURE>; SHEETS 18-20. FIGURER SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP 4jSUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED ONCRETE BLOCK UN 17 (CMU) SHALL CONFORM TO ASTM C-90. WOOD AND BE A MINIMUM F]Flnu-juPAIR, BE AT EAST STEELREADS STUDS THICK KBAND A30.A ANCHOR33NTO METALS SHALL EXST BE YELLOW SOUTHERN PINE WITH AN SO OF 0,55. ALUMINUM SHALL BE TENDS T STRUCTURAL SCREW EELL BE E0T0• 2•HE MATERIAL. MULx.2 IIIL1, 11vno !/II *' No. 68706 101SI �. A. LYNN MILLER, P.E. TAFI F 44e Mullion Capaolly Table Ibalfe Opening WM1h(forem'raoyspaMrOnallam)or Opening Height(forilod I8IN-9PARS[Mmi220n9) WIS Win ]O In Win ON Iwin 14M 1401, MI, 1.28"%2.11" PeUarpubl -eeO Tep'rnvry. Lee.ry PwleryNe, Leeft Tml%1da[g L R' Rmlaqula, Lowl, Tn]lfOmq. Lend, Pe<1wNNar. we" TreIVMwp. Le", Revlen9unr lenew inplAery. LoecW ReclaryNar LaE4q TrapTfiery. L., PttlaipNa[ toml, M[/Plery. "Set, ftegvrgUer I.wong TmpMeiqj Lend,LOW[g i1eFllduN. x.126"Alum Tube Mull a_ _ g5 g$_ IIg p$g 0ggg p 3P` S$g'. 0Tg� IF E$3 Ugp'Sgqqg $Sg_ $P$ ?g$$ ��$$••_ Fg ?@ .%Sp_ UggE @d aX 9 d P.8 1gd ?�. fin$ @ apY d`K. �E .. g$ gp@ II421n 1442 5'b 18].0 Ue 12&2 6S 14&0 419 1010 5S MI H9 MI 6P iSaa 411 gal 6A 134.1 411 ]21 IN 13f.1 411 W1 526 IXI 411 51.5 04 MI 411 IMA 411 4SIn WO 403 1180 RW W.6 4N 80.] SIR 590 4W WA SIR W.4 40 814 311 W] 4W I8.1 315 4&3 4W ]08 3f4 10.3 403 >eA 314 N.6 4W )e.8 3113 lB6 314WCSGN B29 WS! 01.0 Silt San M R0.3 294 WS W2 III IRS 51.6 3& 67..2 2W 4£] 363 &.6 2M 412 SW fi26 RN 39.3 WS M5 233 bA E2 836 2W'2 SIR R83MN WR 310 74.1 S] 5&5 J18 813 251 485 Jfe 5].] 259 124 310 536 2W 91.] 910 WB RSD 319 J1e 445 24B t&3 358 49.1 RIB N.2 J18 4A1 2408 4A1 R48 WIe 496 2W Wt 219 41.2 2W 9S] ]19 JS3 R59 40.T tie W9 S9 3).R R01 21.8 259 J1.9 bl 29.] 258. 314 R03 2&6 20 2 RA;�W bl 17.7 258 322 IDI 62.2 bl Win 421 234 45.0 M IRS 234 39.1 10 315 R34 X7 192 MI 234 3L8 109 21r 2N b.4 tW 21.4 2N 2&0 Rd R.B 153 ZW 20.5 1N tail R34 RS 1. Mln3]2b3 89.1 tB3 3L0 213 31] 1]8 IRS 213 bA led b3 213 2]0 173 IRS 213 25.1 1]0 IRS o 2A]IW166 1 .3 213 b0 III 213 .. IN IS. IRS n 30.1 IRS b-0 IR 258 152 M4 179 225 149 17.0 In IRS W] IRS 179 1B] 145 lW ]31n 2A3 181 2aA 140 IRS 'm III ta] f]A 161 leR 1]5 IRS 161 17.0 tail le In 2L5 152 b.5 D3 In. 1. IRS 131 1&1 IRS U.5 128 Anchor Capmity Table (lb9) 6uhoato' 2.74 Cone.. 3.Sk Sone. R.eov"MU FIIIMG.IU ITWatl INId AM rClip PaWem9 Amh.,T..: ...... Uaeeen I/1'E.-UVeea YIS-Elm Ulhwm LIB'Eleo Nl�etw IM'Elee Uae[m 111'9S EI[c A9ya0ela dl0'EI[o Ntreccn tll'BS EIm ApyeOelw /IO aled 9wex(G51 p2Sletl $umYIGS) /12aled ac1324' Edge 1' P L110' 1' Nr3' 1' R-0IS Y &ll8' T O.N 0.3R1' naeUQnj: EmhMmnl Qnl: '4' 'd' Y' 1aua J-tfl' I -III' 1-I/4' bl/4' IAH R' '4VvIAW 1JIa' 1310' Ueemle4l IWI[hm®9•M1IIn. O.C. /(3jfi5MUe Glpa (Fle�ll nna ]W lho e.m IBOIG ee' WOIa Rena 15W I4 IW61M WOIM 3W Iha W/ ]BOIb ON lha BOIh ]3941a fi5216[ GOIEa 11>21In TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS FIGURE 1: 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 18.20, HOLES TO BE DRILLED IN THE FIELD FOLLOWINO DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS I&20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65: ALUMINUM SHALL BE 606&T6 AND BEAMINIMUM OF.125e THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND.046' THICK (18 GAUGE). STRUCTURAL STEELTO BEAT LEAST.126-THICK AND A36. ALLANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND THE MATERIAL. TO OBTAIN THE -ANCHOR YIELD A MINIMUMANCHC MAY BE USED TO OUALIF HOR OPTIONS FROM THE No. 58705 ,'* A. LYNN MILLER, P.E. FL P.E.g 58705 TABLE12A Mullion Ca ratty Table(Ib61R°) Opanla8 W141h(fOr WNcelt)5pemirg mUliom)or Oponln6 Hel9h1 (/wlAIImNIllbapelnrg m.01cm) SOIn OON Nib No 901n m01n INIn II01n Kate 3,23'30 R[[Nn9Aw LOamip RvpTbonO. Lavery Ro4o,pW., tmJnp TmirrN,.. Im9n9 Reabnµly leefly Taprob, 1-mcf, Ib[IarOWO, Lead, Tro,01O a Loaft Revlanpnvr LavNp lrtllMAn9. NUN .... filar wd" ltop'Tda'. Leas, R.lenpW toml'] IIOM, haft' R9olen0War L d, P[ymaU. Loadn9 R[alenyln U.4, Rapr55.na "0, DEO.ALE� BArmuLL b 5Hg a $ agp s@ ag^ g5g 8 d R9' @ Pa 2 .£ N ok 2a" $ 3B 3 a sji 3� s 6 3� a p$ a9 5g y3y g9g 3 5R §L g^} xB 6 °�g 6 s 5g ax� a§y g$ a x, a sg o 3 og 59 $g$3' x x .�' 3 2'. y5y $` u lyyi'} u 6 5Rai o 3t nao620 I70A 05 Ir0.0 r44 Ir0.0 4r8 INS eke 170.0 US Ir0.0 W'1 R0.0 619 1r0A Hts Dao 6n 1700 1240 INS 521 1]0.0 14W 110.0 fiat H0.a I735n0.0 521 149.1 11N N0.0 fiat 48h 170.0 rot UOA SN u0A AN Ir0.0 SN rtao 992 Il10 M n0.o 1133 IraO 661 n0.0 12rs Imo 6)r n0A I41r Uao US IUC Utz 170.0 UO INS ten Imo UO Ills IIU.O ON SOFlsm no.o ra no.o 6W DOA 09e no.o 80] noo IOIe noo 681 no.o Ims no.o na no0 ws vao rn 1&.x NIJ oo.o ]Y take Nla RO.a r50 1oa w] ua.0 r58 Iox.a Iro.o ]60 wN Do.O ror na.o BD Iro.a 9s6 Iroo 69I Dao H16 n0.0 r51 Do.o Ins vaA Bo] 160A UA v0a Ell 1N.a u5] va0 856 IzoA I]SJ Dao WI 103.1 Ira Imo 861 A03 uLL0 fbt QON 1r0.0 005 Imo !01 I]0.0 IWJ I]0.0 in 181.0 1216 I10.0 818 118.1 1]10 Ir0.0 914 120.9 1318 15A.8 915 IIB.B U'S ISLI B21 BI.1 1210 I1AI 911 N.6 1318 I4B.1 AIS I3.1 I18,1 AI] 63h Ir0.0 ON Ir0.0 r45 Imo UH Ir0.0 BW 150.2 IIN INA WS I31.4 1150 W.0 914 118.9 IIW UTA 898 IOSJ 1160 IN.2 80 B1a %IN Inn tit ]5.1 1150 Iffi2 Bl0 0.r IW..2 810 rj Wh I70.0 174 I70.0 709 INS INS 16AS all lake IN$ 146.E W4 1143 INS lail NO 191.8 INS 123A 08 SIA INS H6.6 US ra2 1048 INA NI MA INS Me BIB 57.1 1048 108.2 BIB 'A. 4e. 0So I41.9 rW "'A NO 1.0 Na W. 9IS $Iea rN M.0 Sao 1010 723 762 $0 MA 712 ikb No No l03 00.7 a" ]9.2 693 '59.3 NO 70.5 888 44.0 800 )8A US real 119.7 All 125.1 690 898 1W I05.4 676 85.5 '70 Me MS 74.8 IN ale 652 W6 IN 70.0 &3 59.9 TO 71.7 O" 40.0 IN 0.1 BN 42.8 790 62.1 618 Srd 19) 01.5 BD IN 78N 110.6 1M 1155 Mr Me IN U.1 eH 70.1 rN a" Wz 612 1W 77,1 Sol $1.5 IN r0A 612 55.4 IN 65.7 605 183 IN 59A 594 39.6 rM See SM 34.6 ISO 65S MB WN r4A %V 6al SM US IAI 51.5 NS N.a 4W 4&1 No Am 4r5 40.1 W 44.4 06 all 0W 40S IBt 30.0 0M We 452 0.8 M3 SAa 445 225 No 31.8 442 OGN G1.1 113 4A6 AN 51.5 IA 43.{ 405 IId Q] JLI 415 39.9 421 S).0 IN all 411 NJ an Sas 409 US 495 MJ 4W 21.2 495 28.6 ON 10.6 %1.N R.e 35) N.8 NI N.a NS Y9.6 ]91 31.1 N2 No us 9 337 D.2 391- 24.9 Aa Me all No 32S Ir.4 %1 19r US I4.0 "1 1rS 315IIIN $72AW 19.2 Sly J20 ]m no JJO n.3 ]10 28A US, ISO AO 25.3 We 21.4 370 UA>10 19.2 J10 20.8 J12 18.0 ]r0 U1 305120N 33.9 289 25.3 311 no 2N 313 31l = NO 1" 31r ISO 2r8 ISO 31r IIA 21J INN I7.8 20] TABLE12B AnoherCapaolly Table ([be) SobUla: ark Can010 aU CMc. lial"CAlU PTWme metal All4nr Clip Pellcrtw MCMITypo: YICFSOUVotoa Vf'FEONVo[M 6'IB'EI[e UVa[m Y18'EIro Mm[M III'E6:a UVe[m I]L6SDm A Gela VOF) N16-Elm NVAtgI O61aN PV 5 a1161[BI 6[rry GS l ) OU b4[I OW G5 ( ) E49a CoM.000n): I' 2lll• 1• 24W 5118• 1• I -IN• T &1)a•CAW am- 0.324• ETSaam[tll): "r 1.4- LYI' 1. 4- T Mir I-lic I. 1.1]r 1IN3,6• v toAW (SNNla4) IM[BM ag S MN. O.o., p aoSMBa,,S, III. B: UOU NOUN 45oN 00a1M 17MIN n01b9 29004 IN mAl 4M IDS no IN 251ba 4"rol W0165 4M[Ova®3W Ion. O.C. 1(2) 2[6 Mee Caps ell. 2): rMM MON, r80M 16T01M VUM MOM MAIN W BMRS we ION I Ibv 940M 11201U 6 M[1wn®2r1•140. .0.1(2r2V5M4a Cripf IR9.37: 11MNv U20M MAN 2NOrU VUk, WA MOM N WA INGINasin I2MIN 10MIM FIGURE 1: FI F] FIGURE2: FIGURES: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING - SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 1320. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SMALL CONFORM TO AC13D1 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 0.66, ALUMINUM SHALL BE 606345 AND BE A MINIMUM OF.126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST AW THICK AND ASO. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL -ANCHORW._ THIS FORMULA TO OBTAIN THE 'ANCHOR ACITY REQUIRED' CORRESPONDING TO AN JAL PRESSURE REQUIREMENT FOR THE NING, WHEN IT IS LOWER THAN THE MULLIO. 30- BAY MULLION MAYBEUSEDTOQUAUFY IOR OPTIONS FROM THE IY,' ND. 58705 TAN C IQh Mellon Capacity Table Ibelf? OpenlnO Width yorwrtmar spalriN mUllo ns) or Opening HolSht(foripfizDAe9yapgMlg SJU ow) Wan BON - 701. W01 001. NOW Rain pain 1NIn RealanWln b", Ta1ITAans. LN,1, RaclaipWar Iodne Tm(R6anp. Iwdno RxUng9lel LoWON Tap']AanA. wS IS Reclen0alae loads, TIaRMaw. Laa01n9aDEO.ALn3 RalanpilatI.. 'T3.26.46 SAYMULL �8 C B $ S3 s� .F 2 c xIzm 8 fl �k B 3L 2 38 S B g u 89 $ BK3396E vac Bz0 IrOA OS n0.a rl4 nO.D na "Is W6 no.0 SW D0.0 W2 n0.0 stfi v0A mB0 'S21 n0.a InB na.aIS In INS rW I70A 534 1r0.0 11% Ir00 5G INA 992 Ir0.0 83D INLO 1133 INN 051 I70A IDS BA Ir0.0 I41i 170.0 BW IW.r 103i Ir0.0 WO 140.3 INi UO.0 6W INS 1637 170.0 N0 'A.8251n I10.0 rO Ir0,0 A] 1I0.0 BW t]0.0 0]1 D0.0 IOIB 1I0.0 BBI IN.O IIAS IlDO R] 110.0 Ip50 Ilr 1IOA H91 110.0 3W 11].1 1652 1ia0 i50 128.1 1-a 110.0 i58 110A 1553 1]O.o IWNln V00 r91 R0.0 BIT 110.0 B50 1r0.0 691 Ii0.0 II1B 1i0.0 IN Ir0.0 IDS i10.0 603 IIOA IIN0 6]r 1553 p55 D0.0 858 139.] A55 1r0.0 681 If0.0 II55 Ii0.0 681 9].DI 1r60 WIWin N0.0 805 Ir0.0 r01 MA tW3 Ir0.0 i01 170.0 IMD tio.0 8i8 ISM IRS Use 044 Per 13WO WB LOU INS I6].6 OW 104.8 bW 161.1 W9 Sea Me 15r.1 082 VA 13M I5r.1 02 Olin IIDA WO 170.0 r45 INS I110 li&0 VW IWA 1211 ti0.0 NO 1R.5 124T Me ON I2&r I2R6 WS IIIA 124r 141A 952 05.0 124r IM2 ON 81.4 124T 135.1 93S T12 UP 135.7 W5 Win 1r0.0 0r4 IID.0 r89 INN JIM 170.0 003 140.4 ❑N 163.i W5 CAP Use IV.9 945 IRA Use5 no IW.B II90 128.1 9N N.0 JIW 110E 8N T4.2 1100 UAt 693 04.0 IIN It&1 893 rtln I61.0 111 IB&8 Blr INA 1010 p1.6 Ma 115.4 INS 12M M2 Isla 1010 114A Us 10.8 10]0. el] W.B late '96.0 oar BrA Join m Ta5 T.4 70 Sea NIO �N.O r89 r61. 19,1 BN 141A N2 IMS SW 14.0 rib BB.I B% I07.I r81 US We 9&2 r19 i0J SW rN 6&T We 82.3� r39 5r,3 9N r4,T 716 1.2 710 42.0 OW "A io8 S TO in IVA 061 132.5 r51 10.0 WI 112..5 ]N 808 NI VIA RS r0.4 WI 88.5 r13 r4.6 NI iO3 W.0 N1 53.0 WI N,I NI 4.5 815 39.7 IN N.r Oi2 Win 62.7 8N 85A 514 80.E NB )21 6M 69.1 WB W.9 6N 51.7 M0 W.1 US ISO 640 .0 N] Its GB 34.5 646 4L5 519 NOre 511 25.9 US Me Wr Wln Sea SM 70.1 WB NA. 586 68.1 403 40.i SN 51.4 491 426 N4 45.8 483 31A N8 41.4 IN Sat SN MA N8 NA 459 e V IN 21A Na 28.7 4U INIn 41.0 149 1&9 405 39.0 N9 41.2 399 342 U9 N.T ON Me 449 31.7 No NA 449 No 3N 23.9 N9 $24.03R 20.0 449 Q.T NO A b1 15.0 IIB 189 350III IO 441 426 I6.0 US 3&8 -IN 37.9 3i0 31.5 425 320 3r3 T1.0 IU NA Nr 24.5 426 28.2 N2 MI 426 1&4 425EOA 3W 8.0 Jq IN 31a 3M Me S31 28.1 'J04 2a0 3ID 24.9 NI Ne .1 VS W are 3U 49.1 3N z0.5 313 Ir.5 W 14, In 20.2 253 20.4 M3 16.6 US Ir.l 24 TART R 1RR Anchor Cgpaoity Table (Ibs) sWeNta: ark CMtn10 35A COM. HWIwICAIU FIII M CAIU PTWro6 Side ' AnNnr Clip Poll.. Mtlwrrypv. 3116'D<o UVaccO 119•EItOUhecW St18-El, o UOstN YIO•EI<o UVSON 111'Lbo UVaton 114'SSEIW A,S®Oa1M 6IJv EIW Uhacce 114'SSEIco ASSUGMIS SUOSL r Sumps) Maisel UM(G5) BUSleal Uow(OW) EO,SVIIMc9Cn): 1' 2-11Y i' mar 3.118' P 3-iR' 1' 2AIY Y 11/0• R' 0.98' 0.61 0.324' EmBedmenter) I.VO I+YI' 1.YP 1$IP Y 1. 14' 1-114' 1-fir WIS. 1-1N' 1-11.. 2' 1.Y9' I.aa, (eta roIs4) 2 Arm. 6s-"IIh V.41(4..Ang.GlTs('O. b: 3W Ibs 39011e 4501N 8S0@3 Passe 2r01W 280IN 39 A9 TID IM 4N0s nousS Unite min, 1'dilbs NDIW I MOSS ®35' Min. O.C. I(A 215 My. Cn, IRO 2I: NO i8010s R901M 16INN 25251M. NOIM NOlbt WA 1120IN OWN seems WIN ISO 857Ibe NO lbs IINSO 6AntMro@2]I'HIM O.C.!(2)215MOe Cllpf (Fi,31: UAIN I12DIM WBIW 'YlIBIEf D61IN WA 84014a WA I0591M WA 132016a WA OTBms iRB01M 1NOIb FIGURE 1: FIGURE 2: F. o • • FIGURES: • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING MOTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS IS-= 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 G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF.125• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 ANO.04S THICK (10 GAUGE), STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND MS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -ANCHORCAP.,„ 0-5 No, 50705 %* P.E. .370 MIN. 25' z.0 L 1' X 2' X.3T5' MULLON fiALUM. X-SEC %SECTION --� 1.000- �-- .125, 2.750' 376• 1 V X21W%.376'MULLION 600326ALUM. %SECTION EN 1'X2.7Y X.65W MULLION 906316ALUM. XSECTION STANDARDCUP II 2XSANOLECLIP 0063-TOAWM T0 6003.ALUM. 2.000• X-SECTION I 2.125 2A . %SECTION UU AL Lo .126' XSEC"U G oUM. ,125' --1.740- F- 1--3.125'CHEITO CREREATERET N.&EE MW. OETAILF,SHEET4 I I I I I q STANDARD CLIP 600&76AWM. TOPVIEW I�--6.000' i .3T6' MIN. F-- MIN. U-CLIP 0001T0 ALUM. USEOFORALLI'X2'AND L —--------------- ---- 2X5 ANGLE CLIP V X2.75-MULLIONS. 0003-i ALUM. SHEETS" TOPVIEW TOPVEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE OASHE0 BOUNDARY. SEE SHEETS S17FORTHE MIN. ANCHOR O.C. DISTANCE. MXUMUMANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1116'. ANCHORHOLE I U-cup DIAMETER 111T. A r IlI 60S.12ALUM. 3.125'X.600' 1 MULL MULL ONLY, SHEET 9 OPVIEW MIN. _____________ .338'MIN. I U CLIP I 8003T8 ALUM. 1.2$'X3H6S SHEET MULL ONLY.SHEET I2 I TOPVIEW C OFFSET CLIP 606&Tfi ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE TABLE B Mull Dimension (silee� t 7 PGT Part# Mullion I Bid. Cllp Offset Clip U-011p Angle Clip 1"X2"X.125"(5) 86805 868113M 8687118M 686243M 866511M 1"X211X.375"(6) 666006 666114M 6661119M W6244M 666512M V X2.76"X.376'(7) 66607 666116M 6661120M 666245M 666513M 1"X2.76"X.657(8) 66608 C66116M 6661121M 066246M 666514M V X3,126"X.500(9) 66637M 6661116M 6661114M 686242M 666515M 1.25-X3.188'X.265'(12) 66841M 6661117M 6561113M 666241M .660516M 1.26'XT.11"X.125''(15) 69370 WA WA WA 668517M TABLE A Value (In) For Mullion: 1" X2' X.125' 2.654 Aluminum 'Tube Mullion 0.895 TA 0.740 1.1252.404X2' X.3]5"0.635Aluminum Tube Mullion 0.490 1.875 1-X2.7W'X .376Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 E 450 Min. 1.312 VX2.76'X .650" Aluminum Tube Mullion 3.000 OA76 0.836 2.000 600'Alurn tube Mull jA 2.637VX3.126'X 6-- 1.137 2.6253.262 1.25'X3.188. X.265'Alum Tube Mull O 0.882 D 1.762. 1.26" X2.11- X A 1.813 .121" Alum Tube MUII NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 6.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 6 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. No.56705 a STATE F 6x P.E. 5 9. ] .063' .385' Q f itt H Sn .08T I • {� .126 --{ h•-.120• 1� 3 I r g .430' III' I Y' .12V I ss 4.00W 4A a-d7,AW' 2.626' 2.000' 2.125' 2.00D' 6x -.125' ,126' .126-.125- .125 1 L N � t6 031• - l- UZ 3 (q 1 STANDARDCLIP 26' GCUP 2XSANGLECLIP KW .125 e06}Tg ALUM. 608}76AWM. 60g}T6ALUM. D ' •IST 3l5' XSECTION %SECTION XSECnCN LL GO 1'X4"%.i25'� 1'%4'X875• 1'X4'X 876' 6.60p' 0] Z m J MULLION MULLION T-MULUON 5.00U' CUTHEREttt 375' O O U 606}TSALUM. 606}76ALUM 606}TB ALUM 1125' .375' X4iEDT)N %SECTION *SECTION .3T5' �I-DETATE.SHEET EE 36• pNCHOft HOLE I MIN. MIN. I OETAR F, SHEET4 BOUNDARY.SEE ENTER OF 2.881' --- I I--- SHEETSSI7FOR. - I I y¢ Z, 0 0 1.37]'"J .125' 117 _______ I I _______ I MUST LIE WITHIN r_____________________t - 37N J d I THEDASHEU 2.875.E I 1 I E THEANCHORO.C. F +__---- F- Zw n.125' I1IFOMP%IMUME Z ANCHORHOLE I UU O I I I I DIAMETER: I I J 0 0 �50- ______-J ANCHOR L_ __________________Q3m BAY MUWON______ DIAMETER♦1/16-. Q �' Z 0 0 608}TOALUM I MANGLECLIP XSECTION It 606}TBALUM - D' y[M CEWEROF ANCHOR HOLE MUST LIE STANDARD CLIP GCLIP TOFVIEW '-+gam T 1 806}TBALUM. 808}Te ALUM. WITHINTHE DASHED BOUNDARY. OF ANCHOR HOLE MUST LIE .22W I�,g81'�I WRHMTHE DASHED BOUNDARY.SEE TOPVIEW USED FORALLV SHEETS 61 FORTHEANCH ROC. SHEETS S4 FORTHEANCHORO.C. X4-MULUCNS, DISTANCE MAXIMUMANCHORHOLE SHEETS10511 DISTANCE. MAXIMUMANCHOR HOLE �DIAMETERANCHORDIAMETERa111V. TOPVIEW OIAMETER-. ANCHOR DVNIETER 11W. TART Ff! 3 489 \ MIN. I I I I 2250• i I I i 3.000' I I i H I I I I I I I I I G OFFSETCUP .125' 606}TBALUM. OPVIEW NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TART F n Dimension Value (in) ForMulllon: F 3.887 1" X4" X.125• Aluminum Tube Mullion G 1.000 H 2.600 F 3.187 V X4" X.375' Aluminum Tube& "T Mullion G 0,757 H 2.430 F 2.813 30° Bey Mull F 2.875 4W Day Mull Mull Dimension (eheet8) PGTPonO Mullion Sid. Clip O11seICOp UAIIp I Angle Clip 1•X4•X.125'(10) 69364 666111M W61122M 666241M 60518M 1'X4-X.375-(11) BUSH) 666112M 6661123M W6242M 666519M 1•X4'X.375••T•(11) 66653 W6112M 6681JMM M6242M 6WS19M W Demee (16) 66649 WA WA WA 6601 HIM 45 Degme(17) 66650 WA WA WA a665111M *' No. 58705 'x A. TABLE E Mull Dlmonsion (shoot#) POT Pert# Mullion I Sid. Clip I UCIIP An to Clip 2'X4"X.25°(13) 86802 888281M 600271M 0366112M 2'XVX.25'(14)1 66604 1 666202M I 666272M 6665113M NOTES, 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. 2)SEE SHEETS&17 FORSUGGESTED,APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. 2.000' .375' MIN. 4.000' .ffim TX4'X.w MULLION ODOYTBALUM. %SECTION .40' 1--2.000'-1 TX6'XW MULLION 600STOALUM. %SECTION CC — f STANDARD CLIP 6031TOALUM. T UCLIP WANGLECLIP 600}76 ALUM. 6001T0 ALUM X-SECTIDN 2.000• %SECTION 26' I 125' CC BE DETAIL F, .375' .375' SHEET4 MW. I I I I _ —I_ 3.433' £ + 3.4307 I I I I 1 _ STANDARD CLIP ULLW,6001nikLUM OFANCHORHOIEMUSTUE 600N6 ALUM Z./C.TN�M. FOR T X 4' MULLION, SHEET' HEDASHEDBOUNDARY.SEE TOPMEW TOPNIEW 617FORTHEANCHORO.C. E. MA'UMUMANCHOR HOLE OFANCHOR HOLE MUST LIE ;Re ANCHOR DIAMETPR HIte'_ THE CASHED BOUNDARY. SEE SEEDETML rF, '375' TMIN. I I I I I I I I I I I 1 I I I I I I I I I I 1 I I I I 1 I I 1 I I I I I I 1 1 I I I I I I I 5A' STANDARD CUPL OOO1TOALUM. TOPMEW Q .375' E T 5.438' 0' I I U CUP BTVGALUM. USED FOR 1'%fi' MULLION. SHSIET ib TOPNIEW M MGLECLIP , 6WB TOALUM TOPMIEW *: No. 58705 A. EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.114'. THE OPENING REQUIRES DESIGN PRESSURE OF+60.OA60.0 PSF. 1) INITIALLY ASSUMING THAT A 1• WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32•+32.1--6V. REFERENCING SHEET n. THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4-AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF.60.0160.0 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-72'.OPENING WIDTH - 7W) MEETS THE DEPTH REQUIRED, NOT BE SUITABLE FOR THIS APPLICATION. •"8.3PSFANDWOULD FROM TABLE 4A, SHEET 8, THE 1' X 2.76•X.650• MULLION (LENGTH -72', OPENING WIDTH -70') HAS A DESIGN PRESSURE OF 11.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 49 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) B12 ANCHORS AND THE ZX5 ANGLE CLIPS WITH (4) H12 ANCHORS HAVE A CAPACITY OF 840 USE. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WSL "PLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED N ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +AGOG PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PER (80 PSF) X( 630LIS )=524.9LBS (MAYBE USED TO QUALIFY 910 STEEL SCREWS FROM TABLE 4B) 2.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-XV. THE OPENING REQUIRES tl D DESIGN PRESSURE OF+50.0/55.0 POP. -1 Q FOR THE VERTICAL MULLION: Q N 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+>2'H'=105' AND THE OPENING WIOTH IS 3V.3E+1'=73•. REFERENCING SHEET 22. Q ZGG THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SOANTHE MULUONTABLES FOR AMULLION THAT LSAT LEASTTHE WNDOWFRAME OEM OF 24YWAND WILL No N MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF.50.0145.0 PSF. IF THE TABLE DOES NOT WOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. J9 EXAMPLE 2: MULTIPLE MULLIONS u FROM TABLE 3A, SHEET], THE P X 2.T6' X 37FMULLION(LENGTH =108', OPENING WIDTH =8V) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS.1-15.1 PSF d' U) MuuvnoTH -IN _ AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q 3 FROM TABLE 9A. SHEET 13, THE 2-X 4•X.250• MULLION (LENGTH =1OV, OPENINGWIDTH=BY) HAS ADESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDSTHE REQUIREMENTS � a.. Z N SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CMACCY REQUIRED OF 971 LBS. SEE DETAI O, 8T FENESTRATION sHzGj BECAUSE IT IS NOW KNOWN THAT THE MULLION WILLAOD 2- TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH 1336'+38YT=74',NOT 73'A3 PREVIOUSLY PBOWCTs ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL �- THE ]3'DIMENSICN (35-02'+35-0I27a2'=73'). - ' 2) USE TABLE 9O TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED YERTLFLI - CONCRETE HEADERAND SILLARE B' WIDE. IFTHE MULLION CLIP WERE TO BE CENTERED WITHIN THEW, CARE MUST BETAKENTO MAINTAIN THEFASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP MW(0)3H8• ULTMCON ANCHORS AT AN EDGE DISTANCEOF24WGIVESANANCHORCAPACITY OF 1050 LBS WdICH IS GREATER,AND LmulOx` LENGTH —SEE SEE THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 0 DETAILS, DETAILS, WERRA SHEETS S4 SHEET3 FOR THE HORIZONTAL MULLIONS: , HEIGHT BECAUSE THE VERTICAL MULL WILL BE A2-X 4-X.26W MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER FOR MULLION FORM 7, �/ MULLION TYPE COULO BE CHOSEN. REFERENCING SHEET22,THE COLUMN USING TRAPEZOIDAIRRIANGULAR LOADING MAYBE LODUCTRRVISED 0 WAIPIyin6 Wi11119a PIatiJ,l ddNBCoda 2 _ qa 1) THE MULLION LENGTH IS 3V AND THE OPENING HEIGHT IS 32'+72-+2--IOV. USED. FROM TABLE 9A, SHEET 13, THE Me X.25V MULUON I@LENGTH -42', OPENING HEIGHT -120•) HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDSTHE /«<ylwlce 140 J 1 REQUIREMENTS FOR THE OPENINGAND MAYBE USED IN MISAPPLICATION. NOTETHE ANCHOR CAPACITY REQUIRED OF 621 USE. i DETAILS. 2)USETABLESBTOFINDTHEANCHORTYPE, ANCHOR QUANTITY AND CUPTYPE REQUIRED FORTHECMUSUBSTRATE. INTHISEXAMPLE.ASSUMETHECMUJAMBSAREV Nom Ua do`'`d�Inl lC,gnjro SHEETS WOE. 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 1p 24 DISTANCE OF I' GIVES AN ANCHOR CAPACITY OF"0 LBS WHICH IS GREATER. AND THEREFORE SUITABLE FORTHE REQUIRED iA Irl (4)3/IW ULTRACON ANCHORS ATAN EDGE ANCHOR CAPACITY OF 621 USE.QlY' •'•-•"' .(( I 30',HORIL 39•,Howz;:'L10EN$F'•..(-9 �MuuLExOTH��AAIU LENGTH TOVERTICALIS BEATER. AND THEREFORE CAPACIB FOR TY REQUOLUIREMENT F521HE LOST IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIREDANCHOR CAPACITY REQUIREMENTOF 521 LBS.THE CAPACITY IS 1074 LB HE MEN USING 3 ANCHORS. REFOREHE EANCHOE,FORT E OF 521 REQUIRED ANCHOR CNCHORYEIS . , No. 58705 •, GvBNNC WIDix FoaysanGLMuu 912STENUSING3ANCHORS,WHICH ANCHOR TYPE ISAg12 STEEL3CftEW. ' FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +A84.T POP FROM THE VERTICAL MULLION: D •rA10 Pnt T '�Q ••, (0 Il']•� N--170.0 PSF FROM THE 3V HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). STA �'T�C`•' •• THE LOWEST DESIGN PRESSURE IS-1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ...... S VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USEDWITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OFMULLIONSOR FENESTRATION 1r(ONAL I,,I I I I I ILttI PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTHTHE MULLION AND THE FENESTRATION PRODUCTBEINSTALLED IN A. LYNN MILLER, P.E. ACCORDANCEWITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVESUBSTMA SMOFENESTRATONPRODUMSTO MULLION. FL P.E.468705 EXAMPLES OF RECTANGULAR LOADING: I I I I PW jlf ®I 'lAr" _0 rpemd Ir enjul LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING: sc0 � a I nADINOOFHORRONTAL MULLION LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION�� SILL OF WINDOWS NOTANCHOREO WITH INTERSECTING VERTICAL MU0.10N j PW Y vim ��I HINGED DOOR 100 I I r 11j" I I IILOADING OFVERTICALMULUON LOADING OF VERTICAL MULLION 1 PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTALMULLIONS j / PW LOADINGOFVERTICAL MULLION HINGED DOOR NG OF HORIZONTAL h i nnniur nc unovnurm uun tnv MULLION Nova I a LOADING OF VERTICAL MULLION a LOADING OF VERTICAL MULLION j 5 z JE Z<F Q m in Yam( W °Z No N. PW. 7� B Z NoN J O O m E � 4� LOADING OF HORIZONTAL MULLION R OLTOCTRBVISEO NOTES: mPIYInE rvilh lho floddu 1)ORAWINGS ARE sucicicd�iq�•, Coda _D RERESENTATIONS OF TYPICAL �� CONFIGURATIONS. ?FlWtpouty 0�� CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM Y lvm1O`dQZl4lhk THOSE SHOWN. Z) IF THE LOADING TYPE CANNOT j �a'�N•"��GENS •'/��F9 �� C F', BE DETERMINED, USE RECTANGULAR LOADING. No. 56705 '•�' 3) SEE PRODUCTS'APPR0VAL FOR ACTUAL ANCHOR LOCATIONS. - Ir TAT o SS70NAL ImH11N A. LYNN MILLER, P.E. FL P.E.4 58705 Ca`S ,e AMIN9! ON- WON 1 CAM lgkt w Pam R'i�at4iGrt�.ffi -4�( F'SB i4F+ili4'aa: C4lG � d i 9" au-Nv fall, �"'�`..P�.#."csFti-i•'u` F<vxa+vmwTs+�v�ax.—Aaio-'ra-nAe...+«t-*v« .+' - ..� M4 R 1 .9.