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304 W 24 St - BR18-004737- WINDOWSa St,NkO1tU BUILDING• Job Address: 'A)14 W A_yv Is _ PERMIT APPLICATION Application No: Documented Construction Value: $ Historic District: Yes No Parcel ID: 3(,- Q> Residential &kommercialE1 Type of Work: New Addition ""'Alteration Repair Demo Change of Use Move Description of Work: 44-c- Plan Review Contact Person:—T\`M- Title: Phone: c %-%? ' i Fax EmaiL-7rr, .OMp.11 ee(s) 6>( ?ej, gem t 60/ti Name h C Street: Property Owner Information Phone: Resident of property? : City, State Zip: SC R_ ? ) Contractor Information Name_H i Phone: Z07" 7 Street: 4 )=v\Sr Q t. Fax: City, State Zip: 33 4, t State License No.: Q G C a 6 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: 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 ANl7 POSTED ON THE JOB SITE, BEFORE THE FIRST INSPECTION. IF YOU INTENT) TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT 1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a pennit and that all work will he performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. (?_ 6k'r9-7(0 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6"' Edition (2017) Florida Building Code h[q L,L: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID elk- lk- Signature ofContractor Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is 2" Personally Known to Produced *ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: 5G% i4-19 G HOME SERVICES Date: 12'7- r* Job Address: 304 W 24th St To Whom It May Concern: This letter will authorize the following person(s) to act as agent(s) on behalf of Arthur Wayne Francis, CGC061641 of Home Depot U.S.A., Inc. 2455 Paces Ferry Rd. Atlanta, GA 30339 to submit for and obtain permits with respect to the installation/inspections maintenance and repair of windows, doors, storm protection, siding, roofing, gutters, and attic insulation. Authorized person(s): Tim O'Malley Aaron Hallich Brian Kirby David Weed Erick Dedios Christine O'Malley Contractor of ire ord- thur Wayne Francis Home Depot U. .A., Inc. STATE OF FLORIDA COUNTY OF 1 The foregoing instrument was acknowledged before me this ` day of 20_Lr, by Arthiir W w,nP Franric Notary Public -State of Florida My Commission Expires: Is Personally Known X Or Produced Identification Type of Identification Produced Seal) TIMOTHY R.O`MALLEY MY COMMISSION # GG 117135 EXPIRES: August 7, 2021 E;id... Bonded Thru Notary Public Undcrvrrittors Home Improvement Agreement: Pagel Home Depot License #'s - For the most current listing www.Homedepot.com/Li FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 18-18831, CCC1331113, CCC1331130 John Lund Salesperson Name: eglstratlon No. (if app Ica e : Home Depot U.S.A., Inc. ("Home Depot") or Service Provider named below will furnish, install and/ or service the equipment listed below at the price, terms and conditions as outlined on this form. TAYLOR 1130NNIE —I Tampa 1-AUFHUI7 --JCustomerastDameCustomer -Irst Name more#/-3C ranch Name ustomer eeaad/ RO - i 304 W 24th Street I ISANFORD I IFL j 32771 ( Customer Address ty State Zip 407) 314-4820 1 1 lwb4fsf@gmail.com Home Phone# Worko Cell Customer Email Address NOTICE OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT: 9208 Florida Palm Drive I ITampa IFL 33619 Address City State Zip Or Email' customercancellationsouth@homedepot.com Service Provider Email Address BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING, UNLESS THE STATE SUPPLEMENT PROVIDES A DIFFERENT CANCELLATION PERIOD. THE STATE SUPPLEMENT CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE. YOUR PAYMENT(S) WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME DEPOT OR SERVICE PROVIDER, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE SAME CONDITION AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS DELIVERED TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN SHIPMENT AT HOME DEPOT'S EXPENSE. THE LAW REQUIRES THAT THE HOME DEPOT GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE SIGN BELOW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTICE OF YOUR RIGHT TO CANPEL. -7Acknowledgedby: 20 is mer's timnature Contract Price and Payment Schedule : Payment of the Contract Price is due upon signing unless a different payment schedule is required by law, specified below or in a payment addendum. Contract Price: $ 2013.00 Includes all applicable taxes. Excludes finance charges." Sales Tax: $ 10.00 (If applicable) Maximum deposit ONLY applicable in MD, MA, ME (33%), NJ, Wl (99%) Dep. 125.0 - I % Deposit Amount $ 1503.25 Remaining Balance $ 1509.75 The Home Depot - 2455 Paces Ferry Road, M.W. Bldg. B-3, Atlanta, Georgi 30339 - Customer Cure: 1.800-466-3337 460 HOE Customer Agreement (24 Jul. 16) v 0,1. City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # #1 - 4 7 3 7 Project Location Address cC W As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.orq. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Jx,, 3, DN Swinging.._ w Sliding R CODE COMPLIANCE Sectional t , V O Roll U PLA EXAMIN t= i 1I.11 i. 1i„ 4",. Automatic 77777,771' t a Other11t t ii':. 2. Windows Single Hung Qk,L,'.A-- Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions S r L.vL e- Wind Breaker Dual Action Other Tune 2014 6 T9 -7 Q Category Subcategory 5. Shutters Manufacturer Product Description Florida Approval include decimal ) _j Accordion Bahama Colonial Roll up Equipment Other Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 WINDOW SPECIFICATION SHEET - Spec. Sheet #: 1-AUF11U17 Sheet: 1 of 1 Customer: BONNIE TAYLOR Job#: 1-AUFHUi7 Consultant: John Lund Date: 12/0412018 w Existing Window LocationBays, n Color I Style ( Wraps 'd d Room Floor Code (YM) Style Code Series Code ( w New Window Measurements Grids Rough Opening A of bars I A of pars c o I q, n o m m .= ° @ u ° 3 1 = S rri U a > _° _ Product Options Glass Hardware Screens Mull Labor Options Misc (tams Code Hinge Locations From outside, Left to Right Says,Bows 1 PhI. use L, R or S For doors use S" = stationary or I X" = operating 1 LiV 1st DH N C SH 1200 WH WH 36.00 150,D0 86 MULL, STD, White, GiassPack: Standard LSR il I 2 LIV 1st DH N C SH 1200 WH WH 36A0 51.00 87 MULL, STD, White, GiassPack- Standard LSR j 3 I!LIV I lsl IDH N C SH 120D WH WH 36.00 53.00 87 I STD, White, GiassPack: Standard LSR I I I E I i I III i 77— I jFop t—_.—. ConsUuct 1-- SPECIAL CONSIDERATIONS: Wrap Color Ii I InterlprrasingType i— Say or Bow window: 2.ppa;d material (vinyl oniy$ircn of Oak) Bay Project Angle (30 or 45) iay 'larker?ype (DH, SH, cr CsmMj have reviewed and agree with all the job specifications apoYe and the ! Terms and Conditions on the foliomn g Page of window In softil (inches) f tc^d to SCfi±i. 7'JIor Ct soffit rralerial Roof (Yes ar'w) • I Garden 7------------- ! eatc .rJ _rial,c!nyloNy-Wni;a 1 /3/2018 Florida Building Code Online Ex, BCIS Home Log In '.. User Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC Staft BCIS Sate Mrp Links Search bProduct ApprovalrUSER: Public user PfQSluct Aooroval Menu > Product s?r Aoolica[ipn Search > AooiitaBon t i,t > Application Detail FL # FL19715-R3 Application TypeRPVP Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas.Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas. Kopp@andersencorp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, N] 08902 732) 435-1000 jonberrian@sibp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FI 197.1 R COI Qji vgrliP.Q 7-06_) !~g_saif Referenced Standard and Year (of Standard) Standard Y-%U AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2003 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1991 TAS 203 1994 http://floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvAe/a2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGo 1vg%3dn/o3d 1 /3 1 /3/201.8 Equivalence of Product Standards Certified By Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 Summary of Products FL # Model, Number or Name ( Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use In HVHZ: No7( "p fApprovedforuseoutsideHVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See installations Instructions and Product Evaluation EL12715 R3 6E Fg4s75 $5 ZQj7T2,F-14,g(fReportfordesignpressuretablesandlimitationsofuse. Created by Independent Third Party: Yes 19715.2 1 Series 2900/4900 Single Hung 1 Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778ImpactResistant: Yes Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 } [ Series 70 Model 2127 Single Hung , Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FIA971 S R3 II SWD0IQ SS 017-06-14 Ddf Approvitler use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778JtIactResistant: Created by Independent Third Party: YesDesignPiressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation F 1 71 R` AE P -RD480SS_ZQjZ Q§-j4_afReportfordesignpressuretablesandlimitationsofuse. Created by Independent Third Party: Yes 19715.4 I Series 70 Model 2127 Single Hung i Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes Ffj9715 RII SWDO1_.7 Q -14,pfApprovedforuseoutsideHVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778ImpactResistant: Yes Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation F E P .S5 ( -L44 Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes f SQaU& us :: 2601 Blair Stone Road, Tallahassee FL 32399 PjQne: 850-4¢7-1824 The State of Florida Is an AA/EEO employer. CooyrlQht 20Q7_2013 State of Florida :: Privacy Statement :: Accessibility 5 Atemen( :: ggjS1,{1Q Stateme8( Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic: mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. t395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a persona: address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click bgM. Product Approval Accepts: et hNk http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvAa/o2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGo1 vg%3d%3d 213 INSTALLATION NOTES 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHINA TOLERANCE OF 21/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS LE., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SH1MIS). MAXIMUM ALLOWABLE SHIM STACK TO BE3/8INCH, SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE #8WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR IDd COMMON NAILS Of SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8" EDGE DISTANCE. 6. FIN INSTALLATION: FOR ;NSTALATION INTO METAL STUD USE #8 SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE AMINIMUMOF 3 THREADS PENETRATION BEYOND METAL WALL, INSTALLATION SHALL MAINTAIN MIN. 3/3" EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE #10 WOOD SCREWS Of SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 8. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1XBUCK TO CONCRETE/MASONRY, OR DIRECTLY INTOCONCRETE/MASONRY, USE 3 16INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TOACHIEVE 1-1/4INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 1 3/4' EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING, 11, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 12, FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A.. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55, 8. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PS; AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH Of 2000 PSI, D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSi, E. STEEL -MINIMUM YIELD STRENGTH OF 33 KS:. MINIMUM WALL THICKNESS OF 47.8MIL {0.0478" 01 M GAUGE). MIN. 112" EDGE DISTANCE, F. ALUMINUM - MIMMLIM ALLOY 6063-TS- MINIMUM WALL THICKNESS OF 1/16", MIN. 1/2" EDGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 70 - MODEL 2127 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION FLORIDA BUILDINGCODE (FBC), INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. TAS 202-94 ASTM E330-02 AAMA/WDMA/CSA 101/I.S.2/A440-08/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAINWIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS {WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 5 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ASPECIFIC SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THISDOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DAD£ RER OR AHJ, 5. APPROVED IMPACT PROTECTIVE SYSTEM ISREQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITHTHE 6TH EDITIONFSC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER23- S. GLASS MEETS THE REQUIREMENTS OF ASTM 11300 GLASS CHARTS. SEE SHEET 5 FORGLAZING DETAILS. TABLE OF CONTEN75 SHEET REVISION SHEET DESCRIPTION 1 INSTALLATIONS 6£IJEAAL NOTES 2 ELEVATION 6 ANCHOR LAYOUTS 3 VERTICAL. 6 HORIZONTAL SECTIONS (NAIL FIN) 4 VERTICAL HORIZONTAL SECTIONS 'THROUGH FRAME) 5 HORIZONTAL SECTIONS, BUCK INSTALLATION, CL.AZING DETAIL, 6 REINFORCEMENT MAX OVERALL SIZE CONFI6. DESIGN PFZE55URE MISSILE IMPACT RATINGWIDTHHEIGHT 52" 62.5D" O/X 62.8 / -65 PSF NON IMPACT 52° 73` O/X 55 / -60 PSF NON IMPACT Silver Line 1, Andersen xiRnaxs•oan#s ONE SZLYERLD.ff dMYE NORTH BRMNSW a N7 W902 m (752)435-14MD vm N 3 mH af3' o s i LLOvjZOZnjiwVSZm4VJ=r w m ZmQ HO N Z 1) V) Lu d m S H o I AK y"F$#fill 1Y' t` T U '-". CD V) 40 Z 11 VT O ri 3 S 2 U Z01,0 VIDW& #: aGIW,yW.W EY Hemt#g F. Np ., P.E. 5 w V 01Ftaeson: t am aPpowrQ 111* dooV m4 FL#: FL19715Dais: 21) 7.051421:59.50-04.00 SHEET: 1 OF1 I_ MAX.FRAME WIDTH 52" MAX, D.L.O. WIDTH 47.64" 3 4 1 6 4 Fa, MAX. D.L.O. HEIGHT 33.50" C 3 H i 5 3 MAX. OA FRAME HEIGHT 73' MAX. D.L.O. X. HEIGHT 33,50" f 1 ELEVATION SINGLE HUNG WINDOW 3" MAX. 6" MAX. FROM { 'i O.C. CORNERS 6" MAX. O.C. 3" MAX. FROM — CORNERS ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 6,25" MAX. fL FROM --'-I {-- CORNERS i I i 12.50" MAX. G.C. T- 6,25" MAX. FROM CORNERS 1 ANCHOR LAYOUT THROUGH FWAE - SINGLE HUNG WINDOW Sher Mile by 5m s r.rnss •moss ': oNE suvF)lu-wE xzrt rs nTv. aouunza. w soz M. (752) 435-low VZ AlM Wo 1 n O Z N G30 o Z Ul < 3:xLLjuw Z t < T p< W m m znHa4 ° WrDZ pLu mpZ n ii K W G w w U+ u e j I- `' V1 mZ p Ln 3 = M U Z DING #: S YY oolo SHEET: 2 OF CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY d 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 5 FOR CONNECTION DETAILS 8 WOOD SCREW INSTALLATION ANCHOR I EXTERIOR FINISH BY OTHERS O.A. BY OTHERSUNIT HEIGHT FXTFPT00 1 112" MIN. EMBEDMENT INTERIOR SEE GLAZING JDETAIL, SHEET 5 VERTICAL SECTION SEE GLAZING DETAIL, SHEET 5 1 UNIT UNIT PERIMETER HEIGHT SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 2X WOOD BUCK BY OTHERS SEE SHEET 5 FOR - CONNECTION DETAILS CAULK BETWEEN CONCRETE/ MASONRY A 2X WOOD BUCK BY OTHERS EXTERIOR HEAD - 2X WOOD BUCK NAIL FIN INTERIOR 3/8" MIN. EDGE DIST 1/4" MAX. MIN. 3/8" EDGE DISTANCE 1/4" MAX. SHIM SPACESHIMSPACE 1/4" MAX. r SHIM SPACE 1jL It 3/8" MIN. J EDGE DIST. a ' CONCRETE/ MAASONRY . BY OTHERS 1 112" MIN, EMBEDMENT VERTICAL SECTION 3 511-1. 2X WOOD BUCK NAIL FIN SEE GLAZING MIN. 3 THREADS DETAIL SHEET 5 r PENETRATION BEYOND METAL STRUCTURE INTERIOR 8 GR.5 SELF -TAPPING SCREW INSTALLATION ANCHOR w METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATIONMFML7NOTE14 SHEATHING BY OTHERS EXTERIOR FINISH EXTERIOR BY OTHERS PERIMETER SEALANT BY OTHERS O,A, UNIT W!D TH HORIZONTAL SECTION 3 JAMB - METAL STUD NAIL FIN Silver VTIE' b Andc serl aow.a•aa a•a ONE enrw.x f DAIYE vxi++eaur.,sma, w C89J2 GN. tM27 351DW 2^ a$z k Z O 300 o LLe j"D Zm< w v aD m < n 2 QLw moz w n u 0 a Jm+n wviO2` T u 4I- n0 3 , _ -7 0 0 DWG #: 5lwDo0 SHEET: 3 OF 5 10 WOOD SCREW INSTALLATION ANCHOR 2X WOOD BUCK STUD CONCRETE! MASONRY 3/4`MIN. BY OTHERS BY OTHERS EDGE DISTANCE 5EE SHEET 5 FOR CAULK BETWEEN t CONNECTION DETAILS 1/4" MAX. MIN. 3 THREADS CONCRETE/MASONRY SHIM SPACE PENETRATIONBEYOND BY OTHERS SEE GLAZING ME DETAIL SHEET 5 EXTERIOR FINISH 1 1/2" MIN. BY OTHERS EMBEDMENT INTE74USEE70 GR. 5 SEIf-TAPPING SCREW INSTALLATION ANCHOR SEALANT 1/4"SHIMAX.MBYOTHERS SHIPERIMETERSPACEMETALTUBE/STUD OR APPROVED MULLION BY OTHERS, i SHEET 1 INSTALLATION O.A. EXTERIOR 1 1 UNIT / INTERIOR EXTERIOR / L NOTE 74 MIN. 1/2" EDGE DISTANCE HEIGHT ii J/ PERIME7EBYOTHERSSEEGLAZINGI,(' EXTERIOR fINISN DETAIL, SHEET 5 ! BY OTHERS C.A. UNIT WIDTH VERTICAL SECTION l d 1 HEAD - 2X WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 5 EXTERIOR INTERIOR Ij O.A. UNIT / HEIGHT / 3 1J4" MAX. PERIMETER SEALANT r SHIM SPACEBYOTHERS EXTERIOR FINISH r BY OTHERS ° C CONCRETE/MASONRY •' . _ _ « a BY OTHERS j • . s a D VERTICAL SECTION SILL - CONCRETE/MASONRY THROUGH FRAME HORIZONTAL SECTION JAMB - METAL TUBE/STUD OR APPROVED MULUON THROUGH FRAME - BELOW MEETING RAIL SilverLine OP* SIL'/f4LINE DUPE NORTH RRwas a' w We z PH. ( 752)135100 v RD rO r 3 z CL j • a i Zm< LL h= W M Q W aR z v} g IZ 2w LucooWN > W Q H Lw ca W F- Q0V) V 1 1/ 2" MIN. EMBEDMENT fj z 1X WOOD BUCK (OPTIONAL) BY OTHERS 1/4" MAX, v CONCRETE! MASONRY SHIM SPACE INTERIOR Lij V, BY OTHERS 3/16" FH ITW TAPCON SEE GLAZING INSTALLATION ANCHOR DETAIL SHEET 5 MIN 1 3/4"7 v EDGE DISTANCE EXTERIOR4 7LPEIZIMETER O ' !Lt I SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS O.A. UNIT WIDTH O HORIZONTAL SECTION JAMB - CONCRETE/ MASONRY/IX BUCK THROUGH FRAME - ABOVE MEETING RAIL f'JiX1 PR0 a: Ro n T= vZ GWG #: swbolo SHEET: 4 OF 5 EXTERIOR Q VERTICAL SECTION J MEETING STILE INTERIOR 0.83" ---- 0,87" i 0.77" 0.4" r i _1 0A6" 45" LOCK RAIL TOP LOCK MEETING RAIL ALUMINUM ALUMINUM 0.34' 0,13' 0.46" 0.8r, BOTTOM LIFT RAIL & SASH ALUMINUM REINFORCEMENT DETAILS NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING, REQUIREMENTS OUTLINED IN CURRENT FSC AND ASTM E 1300 GLASS LOAD RESISTANCE. EXTERIOR STEEL SPACER 1/8" OR 3/32" SETTING BLOCK Ir- 5/8" O.A 16. GLASS GLAZING DETAIL INTERIOR MIN.GLASS BITE 7/16" NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE I ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIEDI5 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. Silver Lire f TIC EY5P.t1 rig aaxa•aaa*e ONE SIiHfRL2NE DRSYE NORSH 8RNJ5 WI4Yf. !1 08902 9M. iT527 /35YJbD n rN UmMM Q NZNo v NZ Ana V' u LLZZmq zq m zN-' w oz muivONQ PZW d v- x wF v a 1/4" ITW TAPCO4EIEFTER4" FROM 16" MAX. O.C. TH2X WOOD BUCK OF SUFFICIENT I i DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS l, ,._••"' ,..' F.,, " 1 1/4" MIN.'. TEMBEDMENT1112" MIN. EDGEDISTANCE l\\ •" J f62" MIN. EDGE DI5TANCE 11 CONCRETE/ MASONRY l'*I itBYOTHERStill BUCK INSTALLATION DETAIL T v> m w 0 1:' =S OR ti V) VE #: 5 YY bolo EET: 5 OF 5 BCIS Home ! Lop In User Registration Hot Topics Submit Surcharge Stats & Farts ! Publications F8C Staff BCIS Site Map Unks Search LO%`" Product Approval USER: Public User Prr A r,r ,,,j tjyn.u{ - P. oA;r, k,rAnfjcatton 5,,wch > AUUUytia kygi,s > Application Detail v FL k FL606/-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas. Kopp(g)andersencorp.com Authorized Signature Nicholas Kopp Nich.olas.Kopp@andersencorp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. valuation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM E 330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option D Date Submitted 1012112017 Date Validated 10/27/2017 Date Pending FBC Approval 10/27/2017 Date Approved 12/12/2017 summary of Products IF # Model, Number or Name Description 6067,1 i 2723/2724/2728 Structural Beam Mullion L(Uits-OT Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. 6067.2 12723/2724/2728 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. 6067.3 j 7537 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other- See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions F 6067 117 II SDWO1,4 S 0 7- 0-19.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports fl_6067 R7 AE PER5216 SS 2017-10-19.ndf Created by Independent Third Party: Yes Structural Beam Mullion Installation Instructions FI 6067 R7 11 Sbw015 S5 Verified By: Hermes F. Norero, P,E, Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Cl AnCZ'7 07 AC DCor71 7 CC 7ni 7-in-to nflf Created by Independent Third Party: Yes Structural Beam Mullion Installation Instructions FL067 R7 II SDW016 SS 2017-10-19 Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL6067 R7 AF PFRS 128SS2017-10-19 f3_df Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Taga,pa— FL 32399 Phone, 850-4_87- 182 The State of Florida is an AA/kED employer. Copyright 206.7-:'113 State of Floiida.:: Pujya" Gra em nr :: Arco—h4iry Statement :: Refund gtatar.yme!g Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electren'c maint ltothisentity. Instead, coact on theofficebyphoneor by traditional mall. If you have any questions, please contact 850.487.139S. `Pursuant to Sechnn 455.2'5(1), Florida Statutes, effective October I, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if Uley have vine. The emails piov+ded may be used for o`ficial communication with the licensee. However email addresses are public record. If you do not wish to supply a person4l address, please provide the Department with an email address which can he made available to the public. To determine if you are a licensee under Chapter 455, r. S., please click Mere . Product Approval Accepts: M? 10-01ER Im Grediti Card Safe SILVER LINE WINDOWS AND DOORS SERIES 2723, 2724, 2728 GFNFRAI NOTES: STRUCTURAL BEAM MULLION (IMPACT) T. THE PRODUCT SHOWN HER )N )5 DESIGNEDANDMANUFACTURED TO COV.PLY WiTH TH£ URR£N F10R7DA BUTILDINK, CODE {FBC), EXCLUDING HVH2 AND HAS RFEN EVALUATED WI W2 -'j ACCOR 3 NG'DTHt FOLLOWING: A B $ I S 20' -94 ASIM .33D ! 4 0. 4/ F< 44 4 2- ADEQUA.CY O THE, EXISTING STRUCTURAL CONCRETE// -A SONRY AND2X FRAMING ASA WAIN WtND "('IF RESISTING SYSTEM C PAB E Of WTHSTANDING ANO TRANSFERRING AI'PLIEL PROD JC"I TOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE'sNCiIMEER OR RCHiTECT OF PFCORD FOR THE PROJECT O-F INSTALLATION. g SING 2X BUCXS jV7HFN USCD) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL iOADg TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION 1STHE RESPONSIBIL1 OFTHE ENGINEER OF, ARCHITECTOF RECORD FOR THE PROJECT OF I7dSTALLATlON. 4. THE )NSTALLATA)N DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY N07 RFFLFCT ACTUAL CON00IONS FOR A SPECIFIC SITE. IF SITECONDI HONSCADS£ 1NSIALLAT)ON TO DEVIATE FROM THE REQUIREMENTS DETAILED HFRFiN, A UCCNSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-ITVH7 AREAS. IN HVHZ AREAS, ONE T',ME PRODUCT APPROVAL TO BE OBTAINED FROM AIAMFOADE PERA. S MULLION & CUP MATERIAL: ALUMINUM &DDS-T£ $ &06346 (AS NOTED) MUL_10 MAY tit USED WHH ANY APPROVED TENESTRA710ti PRODUCT, UNDER SEFARATE APPROVAL. 7. SEE `.MEETS 5-10 FOR INSTALLATION ANCHOR. REQUIREMENTS FOR SPECIFICANCHORING REQUIREMENTS, MOLUON CONTPaUR,ATIONS, AND DESIGN LOAD CAPACITIES. B- IN ACCORDANCE WITH THE CURRENT FBCCH20 DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTOCONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. L i Wl jam— V2 TYPICAL ELEVATIONS INSTRUCTIONS: DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE A MUi. LION THAT PROPERLY FITS THE F£NESTRATIO+h PRODUCT. 3. DETERMINEWH£THERASSfMBLY REQU)RS ONE-WAY OR I*O- WAY MULLIONS ASSEMB:.IES CONSISTING OF STACKED OR S'.OF-RY-S'CJE UN)TS REQUIRE US£ OF ONE =WAY MULLIONS, ASSEMBLIES CONS'.STINC OF MULTIPLE UNITS MUt LED TOGETH-R Wi rH MULT)PLE MULLIONS REQUIRE USEOF TWO MULLIONS. 4, VERIFY THAT MULLION DESIGN PRESSURE MEETS OR LXCEEOS REQUIRED DESIGN PRESSURE OPOPENING '.. USING CHARTS ON SHEETS 6QO- 5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 364. MULTIPLE ANCHOR TYf' USUBSTtIATEjCUP COMB}NATIONS WITHIN AN OPENING AREALLOWED, 6. THE LESSER DESIGN PRESSURE OR MULLON OR FENESTRATION PRODUCT WILLGOVERN OVERALL ASSEMBLY D ESiGN PRESSURE RATING, Silver Line MAnd^ EG H al {aid}SMACx, n q z 4OiLZ= eos O VDU 5 0 z- h w REMARKS BY OAT£ 6TH FBCEDITION AG 10127 PE i- 9d T._._.CY j3Qr ' ;'y4 t'iw' =emu ITIt ICMP r. moo, vtJkDA.c n• nrn IF RAT. O 111.Qi NN A•. mn t FL6067 DATE- in nr, 17 SCALE: N 1 j D-G. P: SWD014 Oc IILILll CCDICC 1772 IIoJ:1mNtoIIII Wk 1.001, CFRIFC 777A tlwl:fmjvj[wA4tylit NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. nnM O CFRiFC 777R I UtSt NIULLIUN Silver Line EE M:»r: sour3wr_x. ru cm ai 3, a ry e ZE t 9n Zc w r a 16T FI FK EDITION I AG I1C117 1 a,c snw uoF aF aouwv..o «r.,ax u:.,.R vw'i`Fil rahatv,X EuaAM', tw.titL tK. wnroc,a' [.TgNtv.t wi F. STAT 1'111113t11t*, Yroaes r. a os. RPRa,1 YE Ala iJ)3! 3.T L aa9[Mi1x 1 J]e NM+A BEKK R 1?Oas IFL RAT. 0 15VSfN!ffiEAlkJ1 +h 1i9M Fi N: FL6067 aaTE 10.06.17 DWGA ICHK. eY FN SCAlf NTS DWG,#: SWD014 sr+EET rj OF 10 EXTERIOR VERTICAL MULtrN SUBSTRATE BY M:N. EDGE DISTANCE ANCHOR DETAIL 5 MULLION ANCHOR BRACKET 2722 114" MAX. I MIN, EMS. ANCHOR SCHEDULE SCREW ti18EDMEy EDGE SUBSTRATE INSTALLATION CITY PER ANCHOR TYPE NT DISTANCE YPE LOCATION IN.) IN.) WOOD ANCHOR 8 14 WOOD ANCHOR 1.5 0.75BRACKET2722 CONCRETE) ANCHOR BRACKET BRACKET 4 0 ITW TAPCON 1.0 2.50 MASONRY 50-2722 ALUM ANCHOR 8" SELF -DRILLING SMS 3 THREADS 0,50MULLIONBRACKET2722 J NOTEI i40Tf LL'. HEAD, SILL AN DIAMB HAVE DETAILS SHOWN ARE TYPICAL OR ALL 1 SIMILAR DETAILS ) MULLION & CLIP ASSEMBLIES. SEE SHEETS 5-13 FOR ALLOWABLE MULLION CONFIGURATIONS, SIZES, AND DESIGN PRESSURES. SUBSTRATE BY EXTERIOR i i INTERIOR IC4L w MULLION ANCHORIION BRACX 2722 E i i I I 1 r 1/4" MAX. MIN. EMB. MIN. EDGE DISTANCE ANCHOR DETAIL MULLION ANCHOR BRACKET 50-2722 HORIZONTAL TRANSOM MIN EMBED MULLION I I I r MAX. I iI II VERTICAL I I"'-----i I MULLION I I I I BRAG ANCHOR II II BRACKETET 7722IIII 11 II C`- VERTICAL SECTION 5 ALUMINUM MULLION SIDE VIEW -VERTICAL Silver Line tnAndisseh Lj un:s v:vrr;rmr rvvr. fiffPTn 8 ll.YSw'h"t, Y' S49G: a0 z2 e e z Q`.sq v coNm2 w > m w j O h a R£WIAIIIII BY DATE 6TH FBC EDITION I AG 1011; F, 107 T/'T/E 2n01mAi. PL PEW 73]1E SG E. G aW i.ve u era. n .voa rope an1 a MnwezFmn we. Mn FL k FL6067 DATE 10.06.17 DVJG BY, CHK BY, — AG I HFN SCALE: NTS D— lfu SWD014 SHEET OF 10 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS {ONE-WAY I L - Mull k W - Tributary Width (in) Length(,n)s 1&0 20,0 2ZO } 24,0 26.0 1 28.0 130.0 32.0 34.0 , 36,0 38.0 40.0 14ZO 44.0 46.0 48.0 50.0 52,0 24.0 100.0 100.0 100.0 100.0 100.0 , 1(ND.0 E 100.0 100.0 100.0 00.0 100.0 100.0 r105.0 100.0 100.0 100.0 100.fl ,00.0 26.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 iDO.p 100.0 100.0 1 100.0 100.0 100,0 100.0 100.0 100.0 ` 28.0 100.0 100.0 100.0 100.0 100.0 i 100,0 100.0 100.0 100.0 100.0 100.0 100A 100.0 100.0 100.0 103.0 100.0 100.0 30.0 100.0 100.0 100.0 100.0 100.0 10D.0 100.0 100.0 100.0 100.0 100.0 100.01100.0 1 100.0 1 100.0 100.0 10C.0 100,0 32.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 190.0 100.0 1 100.0 1100.0 1 100.0 100.0 10C_.0 100 A 34.0 100.0 100.0 100.0 100.0 100.0 100A 100.0 100.0 100.0 100.0 100.0 100.0 i 100.0 100.0 1 100.0 100.0 10G.0 100.0 36.0 100,0 100.0 100.0 100.0 100.0 10011 j 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 38.0 100.0 100.0 100.0 100:0 100.0 100.0 100.0 100.0 100.0 100A 1G0.0 100.0 IW.0 i00.0 900A , 100.0 100A 100.0 40.0 100.0 1 100.0 100.0 10C.0 100.0 100.0 100.0 100.0 190.0 1009 900.0 100.0 100.0 100.0 100.0 100.0 100.0 42,0 100.01 100.0 100.0 10G.0_ 103.0 k 100.0 100.0; 104.E 100.0 10G.Q 100.0 100.0 100.0 100.0 100,0 100.0 ! 100.0 100.0 ; 100.0 44.D 1000 1Q3.O t00.0 1000 1000 100.0 1000 100.0 100.0 100.0 100.G 100.0 I 100.0 000j 1000 300.01 100A' 100.E 46,0 1 100.0 1 100.0 100.0 100.0 100.0 100,0 100 0 100.0 1000 100.0 1100.0 100.0 100 0 1100 0 I N 0 100.0 100.0 100.0 48,0 100.0 1 10C.0 100.0 100.0 100.0 100,0 100.0 100.0 100,0 100.0 1 100.0 100.0 1000 1' 00.0 100 0 . 100,0 100.0 100.0 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.G 100.0 100.0 100.0 k 100.0 100.0 100.0 1100.0 52.0 100A 100.0 100.0 100.0 100.0 1O0A 100.0 100.0 100.0 100.0 ; 100.0 1 IW O , 100.0 100,0 100.0 100.0 100.0 10J.G 54_0 100.0 100.0 100.0 100.0_ 100.0 1(>fl.0 1GO.G 100.0 100.0 100.0 100.0 100.0 100.0 100A j1QCi.O I00A 100.0 100.0 56.0 10O0 : i00.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 10G.0 99.6 99,0 58.0 100.0 100.0 100.0 100.0 100.0 100A 100.0 1100.0 100.0 100.0 100.0 100.0 99.3 2F 97.5_1 95.9 94.6 93.6 ( 92.8 60.0 100.0 10C.D 100.0 100.0 100.0 1W.0 1000 100.0 100.0 100.0 99.1 96.5 94 92.3 90.7 89.3 88.2 87.3 62.0 100.0 100.0 100.0 100.0 140.0 100.0 12O.2 100.0 110.1 17.5 94.5 91.9 89.6 87.7 86.0 84.6 83A 82.5 64.0 1 100.0 100.0 100.0 10M) 100.0 10C.0 , 10Ct.G i00.0, 96.6 93.22 90.3 87.7 85.5 83.5 81.8 0.4 79.2 78.1 66,0 100.0 100,0 100.0 i 1,00.0 100.0 100.0 ' 100.0 96.5 92.7 89.3 E6.4 83.9 79.7 78.0 76.6 75.3 i 74.2 68.0 1100.0 100.0 s` 100.0 1 1p0.0 1 100.0 1W.0 97A 92.8 89.0 85.8 82.9 87.7 1 80.4 78.2 76.3 74.6 73.1 71.8 1 70.7 70.0 1100.0 100.0 100.0 1 '00,0 100.0 96.4 93.6 . 89.3 85.7 82.5 1 79.7 77.2 75.0 73.1 71A 69.9 68.6 ! 67.5 7Z0 100.011O0.G 100A 100.0 100A 95.1903 186.1 I 82.5 79,4 76.6 74.2 i 72.1 70.2 68.5 67A i 65.7 64.5 74.0 100.0 100.0 100 {i 100.0 07.3 91.9 i 8782 79.7 76.8 739 71.5 69.3 167.5 65.8 , 04.3 63.0 61.8 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS, 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS iS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5, ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" 11 W TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6. INSIALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALLHAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 1i 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. xL METAL ANCHORS SHALL HAVE A MIN, (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0,045" THICK) 33 KSI YIELD ALUMINUM SHALL BE MIN. 1/8" TH'CK i- _ ALUMINUM 6063-T5. 2723 Silver Line rArd-_ a+e s::nw:rvc wave rem,., aat'rxwu:>, n, onwz A'Uiti4N ry j a " 8 rc e g Mlsl14DN ` 'Z q l7 _ M 2 4 Z t- a "- i a ONE-WAY MULLION DIAGRAMS REM cis sY DATIF fr7H FBC EDt1 i3N AG lU/y-i c5 F 1YrJ ''''•, QUALIFIED ANCHOR CLIPS a% , v f5TAT iF E Q fitrttttttlj1 ramp v.c rie nna anar•: o•at a•c 31m c ,war l nLx fib. I ateDAMAff.eaw n_ 3TDP+ MULLION ANCHOR BRACK[T 2722 c . FL H' F L606ALUMINUM16063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 7 D IE 10.06.17 DWG BY LHK BY' AG I HFN SCALE NTS i DN%G # SWD014 SHEET MULLION ANCHOR HRACKET 50-2722 Of 10 ALUMINUM (605316)j FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY) L-M.11 W - Tributary 'vVicith fin) Lenng"tt)(jn 18,0 20.0 12Z.0 24,0 26.0 28.0 1 30,O 32.0 34,0 1 36± 11_ 40,0 42.0 44.0 46.0 48.0 .50.0 520 2 1- 4.0 1W 0 100,0 100.0 1 100.0 100.0 ()o100.01 i300.0 1 ;oo,o 1.00.0 100.0 100.0 100.0 100.0 100,0 1 26.0 ifto 100.0 10001 100.0 100.0 9Q.0 100.0 Iwo 100.0100.0 100.0 1 100-0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 fo-6y. i-o-o'c 100.0 100.0 100.0 imo 100.5 00,0 1007) 100.0 loo'c' 100.0 100'0 imp 100.0 10TO 100.0 To- imo 30.0 100'0 i-- 1100,0100.0 mo 100.6 100.0 loo.7 iom ioo,o 100.0 lool, ioao ioo.o ',00,0 1000 7- 00,6 0.0 99.0 32.0 100.0 100.6 100.0 100.0 100.0 100'0 100.0 1010.0 100.0 100-0 160_0 100.0 100.0 100.0 100.0 100,0 96.5 92.8 34.0 100,0 100.0 100.0 100.0 100.0 10010 100.0 100.0 100,0 100,0 1100.0 100.0 100.0 100,0 j 98.7 1 94,6 90.8 87.3 1 36.0 100.0 1100.0 100.0 100,0 100_c 100,0 100.0 100.0 100.0 1000 100'0 100.0 100.0 97.5 93.2 89.3 85,8 82.5 38.D jooA 1100 _() -,00,0 100.0 10C.0 100.0 100.0 100 0 100.0 100.0 1000 9 S100.0 96.7 2 3 6 812 78.1 1 40.0 100.0 100.0 1103.0 100.0 1 1.0 100.0 100.0 1 1 C10.0 100.0 100,0 1 100.0 96.5 91.9 87.7 63.9 80-4 1 77,2 74.2 41b- 100.0 loo.o 1100.0 100.0 100.0 To-oo 106.0 1100.0 100.0 100,01 95.7 91.9 67,5 83.5 79.9 76.6 73L 703 44.0 100.0 100.0 1100.0 100,0 100_0 -f-100.0 100.0 100.0 100,0 97.5. 92.3 87.7 83,5 79.7 76.3 73.1 702 67.5 46.0 100.0 100.0 100.0 100,0 100.0 100.01 100.0 10 93,2 83.9 79.9 1 76.3 710 69.9 677164.5 48.0 100.0 1010 100.0 100,0 100.0 100.0 i 100.0 89.3 84.5 80.4 76.6 731 69.9 67.0 1 64.3 61.8 50-0 100.0 10o.() 100.0 1()0.0 100.0 100.0 100.0 96.5 1 90.8 85.8 81.2 77.2 73.5 70.2 67.1 64.3 613 59.4 52.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 92,8 87.3 82.6 7131 74.2 70.7 67.5 64.5 61.8 59.4 57.1 54.0 100.0 100.0 100-0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 752 71.5 68.1 _65-0 62.1 59.6 572 55.0 56.0 10-00 100.0 100.0 100.0 100.0 98A 91.9 86.1 81.1 76-6 72,5 68.9 65.6 62.6 59.9 57.4 551 _53.0 S&D 10().0 10().0 100.0 100,0 100.0 95.1 88.7 83.2 78.3 1 73.9 70.0 66.5 63-4 f 60.5 57,9 55.4 532 512 60.0 100.0 100.0 100.0 100.0 99.0 91.9 85.8 0.4 757 71.5 673 64.3 61.3 1 58.5 55.9 53,6 51.5___4 i.5 62.0 100,0 100.0 10 100,0 1 95.8 88.9 83.0 77.8 73.2 69.2 1 65.5 62.2 59.3 1 56.6 54-1 51,9 49.8 47.9 64.0 100,0 00216000.( 100.0 1 66 C 2.8 86 80A 75A 70,9 67.0 1 63.5 C 57, 54.8 52.4 50.3 46A 66.0 100,0 1D0.0 100.0 7 t 83.5 78.0 73.1 65.0 61.6 58.5 55.7 53.2 50.8 48.7 1 46,8 45.0 68.0 1()O.o 100.000.0 100.0 94,6 1 87.3 811 7 68.8 70-9 66.8 63.1 59.7 56.8 54.1 51,6 49.4 47.3 '5 4P4 437 ioa o 100.0 1oo-o Do* 0197.5 91.9 L84.8 N5 68:9 154.9 61.3 58,0 55.1 52,5 5,01 47,9 1 45,9 _4 42A 720 100.0 i00,0 89.3 1 82.5 1 76,6 1 71.5 1 67 6 1 44.7 1 42.9 1 412 1 740 000 80.2 1 74.5 1 64.5 1 6 3 j 43.5 1 41.7 1 40.1 TABLE NOTE5: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 1 SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS, 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MINI. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1`, WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1' 2'. HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN, EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN, 4000 PSL METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN, IS GA. (0.045" THICK) 33 KSi YIELD, ALUMINUM SHALL BE WIN, 1/8" THICK ALUMINUM 6063-TS. Silver Line Q)And-_ff.en Ea C, 41ALION z MULLION— u17 REMARKS BY DATE 6TH FBCEDITION AG 110/17 TWO-WAY MULLION DIAGRAMS F 0' 1 1 QUALIFIED ANCHOR CLIPS &' 17e; ' . T Tt OF k 'S"ONAt4- MULLION ANCHOR BRACKET 2722 ALUMINUM (6063-T6) FL FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6067 7E: 10.06.17 DIN& B77CHK, 5Y' A HFN SCALE: NTS DwG 4: SWD014 MULLION ANCHOR BRACKET 50-272,1 2723 ALUMINUM (6063-TiS) OF 10 FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS ION£ -WAY) L - Mull A' - Tributary Width (in) Length (m) 18.0 1 20.0 1 22.0 24,0 1 26.0 1 28.0 30.0 1 32.0 1 34.0 35.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100-0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 look 100.0 26.0 100.0 100.0 10U.9 100.0 1o0,0 100.0 loo.0 1Uo.0 100.0 100.0 10D.0 10o.0 100.0 lo0.o 100.0 10o.o 1oo.0 lo0,0 28.0 100.0 lo0.0 10o.0 100.0 100.0 100.0 lwo 100.0 100.0 1D0.0 100.0 100.0 100.0 i 100.0 100.0 100.0 100.0 100.0 30.0 100.0 100,0 100.0 100.0 100-0 100.0 100.0 100,0 10o.0 100.0 100.0 100.0 100.D 1100.0 i 100.0 100.0 100.0 100.0 320 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10o.0 100-0 100.0 0 100.0 100.0 100.0 10C.0 34.0 100.0 100.0 100,0 look, 100.0 100.0 100.0 100.0 100.0 D0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 loco 36.0 1.0 100.0 100.3 100,, 1W. 100.0 100.0 100.0 100.0 1D0.0 100.0 1oo.0 100.0 100.0 100.D 100.0 100.0 10C.0 36-0 100.0 100.0 100.0 100.0 100.o 100.0 100.0 100o 1o0.0 100.0 10o.0 10,.0 100.o 1D0.0 100.0 1000 100,0 100.0 40.0 100.0 100.0 100.0 100.0 100.0 1 100-0 10fl o 100.0 100.0 1 10,A 10U.o 10,.0 100.0 100.0 10o,0 100.0 , 100.0 104.0 42.0 100.0 100.0 100.0 1o0.o 100.0 100.0 100.0 100,0 100.0 1 D0.0 100.0 100.0 100.0 00.0 100.0 100.0 10,0 0 100.0 44.0 100 0 10D.0 103.0 100.0 100.0 100.0 1100.0 loo.9 100.0 100.0 100.0 100.0 t00 o 1og o 103.0 100,0 Iwo 100.0 46.0 100.0 100.0 100.0 100.0 190.0 100,0 100.0 100.0 10o.0 100A 100.0 100.0 100.0 IWO 100.0 100,0 100.0 100.0 48.0 109.0 100.0 100.0 100.9 look, look, 100.9 700.4 100.D 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 50,0 100.0 100.0 100.0 100.0 1000 100.o 100.0'1oo.o lo0.0 100.0 10,.0 100.3 100.4 1o0.0 1000 Ioo.0 100,fl 100.0 52.0 100.0 100.0 100.0 100A 100.0 100.0 100.0 lo0.fl 100.0 100.0 1o0.0 100.0 100.0 1000 look, 100.0 100.0 100.0 54,0 100,0 100.0 D0.0 100.0 100.0 100.0 100.0 100.D 10U.0 look, tU90 100.0 100.0 10o.0 100A look, 100.0 1o0A 56.0 100.0 look, took, look, look, 100.0 100.0 100,0 10U.0 100,0 100.0 look, 100,0 1o0.0 100.0 100.0 99.6 99.0 58A 100.0 100.0 I00.0 100.0 1D0.0 100.0 100.0 100.0 100.0 i 1DD.0 10,1.0' 100.0 99.3 97.5 95.9 94.6 93.6 92.8 v* 70. 1D0.0 100.0 100.0 100.0 100-0 100.0 100.0 lo0.o 100.0 100.0 99.1 96.5 94.2 92.3 90.7 89.3 88,2 87.3 100.0 1 100.0 100.0 100.0 100.0 i00.0 100.0 100.0 100.0 97.5 94.5 91.9 t 89.6 877 86.0 84.6 83.4 82.5 100.0 i_10G0 1oo.0 looA IflO.o look, 1U0.0 100.0 96.6 93.2 93.3 i 87.7 $5.5 83.5 81.8 80.4 79.2 78.1 1U9.0 ?Look, 10U.0 1Uo o Look, 100.U_ look, W.5 92.7 89-3 86.4 83.9 81.7 79.7 78.0 76.5 _ 75.3 742 100.0 loo.0 100.0 109.0 look, t 100,0 97.1 92.8 89.0 85.8 82.9 80.4 782 76.3 74.6 73.1 71.8 70.7 lo0.0 100.0 to0.0 look, look, 98.4 93.6 89.3 85.7 82.5 1 79.7 77.2 75.0 73.1 714 69.9 68.6 675{--, 100-0 100,0 100.0 loo.0 300.0 95.1 90.3 86.1 82.5 79.4 1 76.6 74.2 72.1 70.2 68.5 67.0 65.7 64.5 1 77.0 100.0 1Dfl.0 100A _100A 97.3 11.9 87.2 83.2 79 76.2 ! 73.D 70.2 ; 67.795.5 63.5 61.8 50.2 58-9 Silver Lime nAnder kn ED' Ot1±' YIYERitNC OR:YE r+cKm eruv;wx. w m4a: 2 v. a z. c o MULL10 ti q o Mj W y i [Z[ yy REMAF* BY IUATL ONE-WAY MULLION DIAGRAMS I 6TH FBC EDMON JAGI10/1 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS ANCHOR CLIPS 1`,. 4 5'. C) CUP DETAILS. QUALIFIED 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. T $TE f Z 3. SEE 1-HIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: AT,- r•' sr 'N"£>>` WOOD: #t12 WOOD SCREWS CMU: 3/16" ITW TAPCONS ITW TAPCONS NO'E; r ' P.C. nwor cz. He mrn CONCRETE: 3/16" n• c www unc" ;,n,„, see METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) MULLION ANCHOR BRACKET 2722 FL;: 6. INSTALLATION SUBSTRATES: ALUMINUM WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD N -TO U1 . 1-- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6©67 SHAD. BE MIN. S.G.=0,55. y 1,Q, HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF OWG, awc Br AG 1H : sv:^' HFN2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90, a ! CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2", SCALE2.0)3'2323' NTSCONCRETESHALLBEMIN. 4000 PSI, fl ' SWD014METALANCHORSSHALLHAVEAMIN, (3) THREADS PENETRATION BEYOND METAL STRUCTURE. i j { SHEETSTEELSHALLBEMIN, 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6D63-T5. MULLION ANCHOR BRACKET SO-2722 OF 10 2724 ALUMINUM (6063-T6) u FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY) L - Muil W - Tnbu ary YVrtth (in) jLenglh(!n) 18.0 20.0 22.0 24,0 ` 26,0 " 28.0 j 30.0 32.0 34,0 36.0 38.0 40.0 42.0 44.0 46.0 1 48.0 50.0 520 24.0 100.0 "100.0 100.0 100.0 100.fl 13000 ? 100.0 100.0 1000 100.0 10U:D 100A 100.0 100.0 100A 1100.0 100.0 100.0 I 26.0 100,0 100.0 100,0 100.0 1 100.0 I ^00.0 100.0 100.0 100,0 100..0 100,0 100.0 100.0 100.0 100: 100.0 100,0 100.0 28.0 100 D ! 100.0 100.0100.0 100.0 100.0 100.0 100.0 100.0 100.0 1D0,0 100.0 100.0 100.0 100.0 100.0 100.0 1U3,0 30.0 100.0 1100.0 100.0 100,0 100.01100,0 1000 100.0 1100.0 100,0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 99.0 32.0 100.0 1100.0 100,0 100,0 100.0 100.0 1000 1DU.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 5 92.8 34.0 100.0 1100,0 100.0 100.0 1000 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 98.7 94,6 90.8 87.3 36,0 100.0 150.0 100.0 100.0 1000 1000 100,0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 93.2 89.3 85,8 82.5 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100, OF4, 100.0 100.0 100.0 96.7 92.3 88.3 84.6 812 78.1 40,0 100.0 1D0,0 100.0 100,0 100-0 10N. 100.0 100.0 100,0 100.0 96.5 91.9 87.7 83.9 80.4 772 74-2 420 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100-0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 44.D 100.01100.0 100.0 100.0 100.0 100,C 100.0 1000 97.5 92.3 873 83.5 79.7 76.3 73.1 702 67.5 46-0 1000 1100 0 100.0 100.0 100.fl 100.0 1000 100.0 93.2 88.3 83 0 79.9 76.3 73.0 69.9 67 1 64_5 J. 4&0 100.0 100A 100.0 100.0 100.0 100.0 100.0 1000 89.3 84.6 8C 4 76 6 73.1 69,9 67 0 64 3 " 61.8 W.0 100.0 s 104.0 100.0 100.0 100.0 100.0 100.0 96.5 85.8 81.2 77 2 73 5 70.2 67.1 64,3 61.7 59.4 52.0 100.0 L100.0 100.0 100.0 100.0 100.0 99.0 92.8 82,5 78.1 74.2 70.7 67,5 1 64.5 61.8 59 4 57.1 I 54,0 1 1000 1D0.0 1100,0 100.0 100.0 100.0 95.3 89.3 84A 79.4 75.2 71,5 68.1 65.0 62.1 59.6 572 55.0 56.0 100.0 1(NJO 100.0 100.0 1000 98A 91.9 86.1 81.1 76.6 72.5 I 88.9 65.6 62.6 1 59.9 574 55.1 530 58,0 100.0 100.0 100,0 100.0 100.0 95.1 88.7 83.2 78.3 73.9 700 (66.5 63.4 60.5 57,9 55.4 532 512 60.0 100.0 100.0 1 10001100.0 990 91,9 85.8 80.4 75.7 71.5 67.7 1 64.3 61.3 58.5 55,9 53,6 51.5 49.5 62.0 100.0 100.0 100.01100.0 95.8 88.9 1 830 77.8 73,2 69.2 65.5 1 62.2 59.3 56.6 54.1 51.9 49.8 47-9 64.0 100.0 1DO.D 300.01100.01 92.8 86.1 80.4 75.4 70,9 67.0 63.5 60.3 57A 54.8 52A 5fl.3 482 46.4 66,D 10C.0 100.0 100.0 97.5.59000 83.5 780 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46-8 45.0 68.0 100.0 1DO.0 100.094.6 87.3 811 75.7 70,9 66.8 1 63.1 159.7 56.8 54.1 51.6 49A 47.3 45.4 433 70.0 tU0.0 100.0 100.0 91.9 84.8 78.8 73.5 6&9 64.9 61.3 158.0 55.1 52.5 50.1. 47.9 45.9 44.1 424 72.D 100A 100.0 97.5 89.3 82.5 76.6 71.5 fi7.0 63.1 59.6 56.4 53.6 53.0 48J 40.6 44,% 42.9 41.2 74.0 100.0 100.0 94.8 86.9 80.2 74.5 69.5 65.2 61.9 57.9 1 54.9 52.2 49.7 47.4 45.3 43.5 41.7 40.1 TABLE NOTES: 1, SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS, 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/ 2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1,12", HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90, CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.3/4" & EDGE DISTANCE OF 2-11 2". CONCRETE SHALL BE MIN, 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) 1 HREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN, 18 GA. (0.045" THICK) 33 KS; YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. Silver Line bfUw'_eiicJS G3_ 9t1f S:.v,itFM .'Mtix o zT O i MULLION C V p iUJ. g P Y MULLION Q REMARKS 6Y DATE 33 6TH f9C MMON AG 10/2i TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH - W W2 QUALIFIED ANCHOR CLIPS MULLION .ANCHOR BRACKET 2722 ALUMINUM (6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING czs+r 13 MULLION ANCHOR BRACKET 50-2722 2724 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING E S E Z-Zr`pp• p ' L OR10" w IfI11E5 f. Ma1CR'7 P,[_ RSIQiD P£ W , 93T7e QRPN: OI10PTM. v c w.. •ua+ a^a OMJ iAOi R aXW iDR m:i. 6 It'JT.tOmII.40f1 W. ]DS B FL 7 F L6067 DATE: 10.06.17 DwvAG cHxHFN SCALC: N1 ) j aWG. s: SWD014 80 OF 10 O L - Mull MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (ONE-WAY) W - Tribitary Width (in) Length (in) 18,0 20.0 22.0 24.0 1 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 i 52.0 24.0 100.0 100.0 100.0 100.0 10C.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10G.0 100.0 100.0 26.0 100.0 100.0 100.0 100.0 100A 100:4 ? 1COA 100A 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28.0 100.0 100.0 100.0 100.0 100.0 100,0 i 100.6 100.0 100.0 100.0 100.0 1 100.0 100.0 1p0.0 100.0 100,0 100.0 100.0 30.0 100 0 100.0 100.0 100.0 100.0 100.0. 1Q0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 3.0 100.0 10C.0 1oC.0 100.0 100.0 100A 100.0 100.0 100A 100.0 100.0 100.0 106.0 100.0 100.0 100.0 100.0 100.0 ! 34.0 1a0.0 100.0 100A 100,0 100,0 100A 100.0 ;00.0 100.0 00.0 100.0 100.0 1D0.0 ? 100.0 100.0 100.0 100.0 1Q0.0 36.0 100.0 1QC.0 100,0 100.0 10C.0 100.0 100.0 100.0 100.0 00.0 100.0 100.0 101i3O 100.0 100.0 100.0 100.0 100.0 3$.0 100.0 100.0 100.0I100.p 100.0 100,0 1QC.0 100.0 1000 100.0 100.0 100.0 100.o 100,0 103.0 1100.0 100.0 100.0I 40.0 100.0 100.0 100a 100.0 100.0 100.0 100,Q 1D0,0 100.0 100.0 100.0 1 100.0 1 100.0 1 100.0 lou.0 OQ,O 100.0 1C0.0 42.0 100.0 10C.0 100.0 100.0 100A 1001) 100.0 100.0 100.0 100.0 100.0 106.0 100.0 1o00 00.e 1a0A 100.0 100.0 44.0 100,0 100.0 : 100.0 100.0 100.0 ' 100.0 100.0 1100'0 100,0 100.0 Iwo 100.0 100.0 , 100.0 100.0 100.fl 100.0 100.0 46.0 100.0 1100 0 Fao.o 100.0 10D.0 100.0 100.0 i 100.0 100.0 100,0 100.01 100.0 100.0 100.0 100.0 QO 3J0 0 100,0 48.0 100.0 100.0 100.0 10D.0 100.0 100.0 100.0 ) 100.0 100.0 100,0 100.0 100.0 1ooA 1 100.0 14C-o 100.0 100.0 100.0 50.0 100.0 1000 , .00.a 100.0 100.0 100.0 100.0 100.0. 100.0 100.0 100.0 100,o 1000 100.0 100.0 00,0 ! 100.0 1000 52.0 100.0`100.0000OQ0100A 100.0 1U0.0 100.4 100.0 1o0A I 10Q.0 100.0 100,0 100.0 100.0 100.0 00.0 100.0 100.0 54.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.4 100.0 1 100,0 1o0.0 100.0 100.0 100.0 1o0.0 43.0 100.0 ! 100.0 100 56.0 58.0 100.0 ' 100.0 100. 100.0 i00.0' 100.0 100.0 i 100A 100.0 100.fl 100.fl 10G.0 140.0 100.0 1100.Q 100.01 100.0 100.0 100.0 100.0 100.0 10o.0 7W 0 100.0 100.0 99-3 10D.0 97.5 14Q,0 95.9 100,0 94,6 99.6 936 wo 92.8 60.0 100.0 100.0 100.0 10C.0 1Q0.0_ 10G.0 t0o.0 100.0 100,0 99.1 96.5 94.2 92.3 9a.7 89.3 8..2 87.3 62.0 t00.D 100.0 100A 100A 1{10.0 100.0 300.0 100.0 100.0' 140.0 97.5 94.5 91.9 89.8 87.7 86.0 84.6 834 82.5 64.0 100.0 100.0 ' 100.0 i0 .0 100.0 100.0 10.0 100.0 9fi.6 93.2 9a,3 87.1 85.5 89.5 81.8 BG.4 - 792 78.1 66.0 100.0 100.0 i00.0 100.0 100.0 100.0 10v'o 96.5 92.7 89.3 86.4 83.9 181.7 79.7 78A 76.8 75.3 7d.2 1 68.0 1 70.0 100.0 100A { 300.0 100. D i 00.0 100.0_ 100.0 i0uA t00.0 100.0 100.0 98.4 97.1 92.8 93.6 ' 89.3 1 89.0 85.7 1 85.E 82.5 1 82.9. 79,7 80.4 77.2 78.2 75.0 1 76.3 73 _ 74.6 71.4 73.1 71.8 699 88.6 70.7 67 S 72.0 100.0 100.0 100.0 10Q.0 100.0 96.1 i 90.3 SS. i 825 79.4 76.6 74.2 I 721 70.2 68.5 87.0 65.7 64.5 _ 100.0 10CA 100.0 97? 91.9 87.2 83.2 79.7 76.8 73.9 1.5 69.3 6J.5 85.8 64.3 63.0 61.8J 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLAI ION METHODS CLIP DETAILS. 2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4, SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE : 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6, INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1t2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CON-ORMING TO ASTM C 90, CONCRETE ANCHORS SHALT. HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2", CONCRETE SHALL BE MIN, 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN, 18 GA. (0.045" THICK) 33 KS! YIELD. A WMINUM SHALL BE MIN, 1/8" TH;CK ALUMINUM 6063-T5. Silver Line rAnd>i"seri Oni bW!Atanx MirvE NMTiI wiUN3VJN'1'., NI OA9,.'. Z. MULUDiJ 0 g MUIUON r^ m a' K L HTFHC ONE-WAY MULLION DIAGRAMS 5K f PITIONAG AGDATE 1- ID/1-iMULLION QUALIFIED ANCHOR CLIPS l,... MU WON APiCHORBRACKET 2722 ALUMINUM ( 6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING MULLION ANCHOR BRACKET 50-2722 2728 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING ia• c v rr a. re llQiLA IG Mo J3TT• BJlitl" L 9R(O S, !:i reuE an,. awr rornz.ka nc mJ• FL St: FL6067 DATL: 10. 0& 17 DWG. BY: I cHK, 6Y: SCALE: NTS DWG. K: SW D014 ti) or 10 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS {TWO-WAY) I- IjL - N,ull W - Tributary Width (in) 11-ength tin) 18.0 J 20.0 1 22-0 24-0 12&0 28.0 1 30,0 ; 32.0 34.0 36.0 38.0 40.0 42.0 1 44.0 46.0 i 48.0 50.0 52.0 24.0 100.0 10UA 100.0 100.0 100.0 100.0 100.0 100,0 i 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0C.0 1UO.0 1 26.0 100.0 100.0 1100.0 110D.0 100.0 100.0 100.0 100.0 i 100.0 100.0 1DO.0 100.01 100.0 1 100.0 100.0 100.0 100.0 100.0 28.0 1U(Y0 10.0.0 . 100.0 100,0 100.0 100.0 100.2 100.0 1 i00.0 100.0 1U0.0 100.0 100A 7U0.0 100.0 iU0.0 9UO.0 100-0 30.0 100.0 100A 100.0, 10fl7o 1C0.0 1D0.0 100.0 1006 105.0 100,0 100.0 100.0_ 100,D I 100.0- 10U.0 100.0 100.0 99.0 32.0 100.) 100.0 1100.0 i 100.0 ; 100.0 100.0 100.0 100.0 1UO.0 100.0 100,0 150.6 100.0 100.0 100.0 100.0 96,5 92.8 34.0 100.D 100,0 100.0I10fl.0 100.0 100.0 100,0 10g.0 1Dp.0 10DA SCU.O 1U0.0 100.0 100.0 98.1 t 94,6 90.8 8 3 1 3610 100.0 1000 I 10U,0 ' 100.0 1 100.0 100.13 100.0 100.0 100.0 100.0 100.0 1100,0 100.0 97.5 93.2 : 89.3 ` 85.8 82.5 38,0 10R.) 100,0 . 100.0 100.0 1 1o0.0 100.0 100.0 ' 100.0 100.0 100.0 1 100.0 100.0 96.7 92.3 88,3 ! 84.6 81.2 78.1 40.0 100.) 100.0 1100.0 100.0 1100.0 100.0 100.0 100.0 100o 1DO.0 1 100.0 96.5 91.9 87.7 83.9 80.4 1 77-2 74.2 42.0 10O.D 100.0; 100.0 ?00.0 ' 100,0 100A 1 100.0 100,0 100.0 POLO 96.7 91.9 87 5 83.5 79.9 76.6 73L 70.7 44,0 E 00-0 100.0 100.0 100.0 100,0 100.0 ?. 100.0 100.0 100.0 97.5 817.7 83.5 79.7 76.3 73.1 70.2 646.0 100.0 100.0100,0' 100.0 100.0 100.0 100.0 100.0 98.7 93.2 J233 83.9 79,9 76.3 73,0 ' 69,9 67.1 64.5411- 10O,D 100.0 100.0 100.0 1 U0.0 100.0 100 U tU0.0 94.6 89.3 6 80.4 76.6 73.1 69.9 67.0 64 3 61.8SOLOPOLO100.0 100.0 100.0 100.0 100.0 100.0 95.5 90.8 BS8 2 77.2 73.5 70.2 67.1 64.3 61.7 59.4 52,0 00,0 1D0.0 100.0 100.0 1(K).0 100.0 1 99.0 92.8 87.3 82.5 78,1_.. 74.2 1 71,5 70.7 67.5 64.5 61.8 59.4 57.1 54.0 100D 100.0 100.01 100.0 100.0 100.0 1 95.3 1 89.3 84.1 79.4 75,2 68.1 65.0 62.1 59.6 57.2 55.0 56.0 UO C 100:0 100.0 103A 10U.0 98.4 1 91.9 86.? 81 A 76.6 72.5 _1 68.9 65.61-63.4 62.6 59.9 57.4 55.1 t 53.0 5810 OOA'100.0 100.0' 100.0 100.0 95.1 883 832 78.3 73.9 70.0 66.5 60.5 57.9 55.4 532 51.2 60.0 100,0 3100,0 100.0 100.0 1 99.0 91.9 1 85 8 80.4 75.7 71.5 67.7 64.3 61.3 1 58.5 55.9 53.6 51.5 49.5 62.0 103.0 100.0 100.0 10U.0 95.8 88.9 83.0 77.8 732 69.2 65.5 62.2 59.3 56.6 54.1 51.9 49.8 47,9 4.0 100.0 100.0 1fl0.0 100.0 92.8 86.1 180.4 78.0 75.4 70.9 67.0 63.5 60.3 57.4 a 5.8 52.4 50.3 48.2 46.4 66.0 100.0 11flD.0 100)47.5 90.0 835 73.i 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.8 45.0 6C8.0 100.0 1CQ0 100.0 : 94.6 87.3 t5.7 70.9 65.8 63.1 59.7 56.8 54.1 51,6 49.4 d7.3__ 45.d 43.7 7D.0 100.0 100.0 100.0 ' 91.9 84.8 81.1 78.8 73.5 6.9.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 ! 45.9 44.1 42.4 72.0 1000 104.0 975 89v3 82.5 76.6 71.5 67.0 63.1 59.6 564 53,6 515 48.7 46_5 44.7 42.9 41.2 74.0 1000 100.0 44.8 86.9 SO2 74.5 69.5 5.2 61 A 1 57,9 1 54.9 52,2 49.7 47 4 45.3 43.5 41.7 1 40.1 TABLE NOTES: 1, SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4, SEE SHEET 3 fOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: 412 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN, EMBEDMENT OF 1.1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/ 2". CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A. MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (C.045" THICK) 33 KS! YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5, Silver Line bjinCil9<in w sxvrams pe vt aumi» eam+svvr;.. n x 9ot D ? ' o ty 0g.,:s r MULLION-\ i --j n w¢ g z s mt J n MULLION i w j r oa Klm'tKS BY DATE 11 6111 FHC E1yTION AG 10/l) TWO-WAY MULLION DIAGRAMS TRI..TARY 110TH - W QUALIFIED ANCHOR CLIPS MULLION ANCHOR BRACKET 2722 ALUMINUM (6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING I i T_7 i xc MU_ IJ !ON ANCHOR BRACKET 50-2722 2728 ALUMINUM ;6063-76) FOR CONCRETE ANCHORING age [ D4d11 eC•oi 9lffi SM w•u •+K a aaw FL N: F L6067 DATE: 10.06.17 DWG, BY.BY- AG H.t N scnl.e. NTS DwG. s: SW D014 SHEET it OF 10