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HomeMy WebLinkAboutProduct ApprovalCompany: O'Donnell Contracting Job Description: Windows Prepared By: Richie Roberts Client Name: Weekes Project Number: Weekes Version 10.0 Conforms with ASCE 7-10 DESIGN PRESSURES FOR WALL COMPONENTS & CLADDING Design Data Wind Velocity (mph) Risk Category Exposure Category Directionality Factor Internal Pressure Coefficient /- 160 2 C 0.85 0.18 Building Data Mean Roof Height Building Width (ft) Building Length (ft) Roof Slope (x:12) Design pressures listed below are: 11 63 71 3 Allowable Stress OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH (INCHES) HEIGHT (INCHES) PERSSURE (PSF) PRESSURE (PSF) 4 5 37 51 32.9 . , ..... .1111,.... ... .... .. .. -35.7 2 PGT SH 4 5 37 51 32.9 -35.7 3 PGT SH 5 5 37 38 33.5 -44.8 4 PGT SH 5 5 37 38 33.5 -44.8 5 PGT SH 5 5 37 38 33.5 -44.8 6 PGT SH 4 5 37 26 33.5 -36.3 7 PGT SH 5 5 37 38 33.5 -44.8 8 PGT SH 5 5 37 38 33.5 -44.8 9 PGT SH 4 5 37 51 32.9 -35.7 10 PGT SH 5 5 37 51 32.9 -43.7 11 PGT SH 5 5 37 51 32.9 -43.7 12 PGT SH 5 5 37 51 32.9 -43.7 13 PGT SH 4 5 37 51 32.9 -35.7 14 PGT SH 5 5 37 51 32.9 -43.7 15 PGT SH 5 5 37 38 33.5 -44.8 16 PGT SH 5 5 37 38 33.5 -44.8 18 PGT SH 4 5 37 38 33.5 -36.3 20 PGT SH 5 5 37 38 33.5 -44.8 21 PGT SH 5 5 19 26 33.5 -44.8 22 PGT SH 4 5 37 38 33.5 -36.3 23 PGT SH 5 5 37 38 33.5 -44.8 24 PGT SH 4 5 37 38 33.5 -36.3 25 PGT SH 4 5 37 387 25.8 -28.6 Width of End Zone (a) in feet = 4.4 ,...WIYW...Mn ;ZrAdBTRUGTURES INTERNATIONAL, LLC 5/8/2017 9:39 AM Date: February 25, 2.017 K( C t"'NeL, Prepared By: To: John Canard cz�! 2708 S 35th Street Fort Pierce, F1 34981 772-643-2012 -1 3P (A), z 1�-- f1CT­P_ CIJU A - AAAWVI� -7 J 't'Irli pact vVinclo*v% StOl7irn Protectiox-A 6400 SE Federal Hi y, Stuart, FL 34997 .1.740 NW Fe&_,T­,,fl -H-Nvy, Stuait, FL 34994. PH: 772-4.08-0200 FAX: 888-833-0167 E-mail. se.rvice,'P)odoiuielist.orni.prolection-coni Customer understands that O'Donnell Impact Windows Does not paint Does not handle alarm systems nnl-t not move f"mifure or window treatments 18 37 x 38 Isil Imp/LowE/Argon PGT ......... . ...... .... ........... . .. . . ....... 20 1 37 x 38 ISH J Imp/LowE/Argon PGT ... . . ........ .... . ........ . ......... I Basic Instaliation of New Product . . .. . .............. .............. ... ....... ............................_.._,.w:._ Vinyl White No ................ ...... ... ... .......... .. .......... VinylW i:Tte . . .. No $658.00 Subtotal' $12,264.00 ............ ..... ......... ... . ............ . ...... ............... incl . . ... . ................................................. .. Axceptan C'M t�ti-- r!, I7 $12,264, 00 19 Accepted By: ... . ...... Accepted'13y, O'Donnell. Impact Windows Date Terms and Conditions: This estimate 15 for completing the job described above, based on our evaluation. Any unforseen conditions such as., mold, mildew, wood rot, major stucco & drywall repair, replacement of marble sills and/or interior trim, any painting, etc. will be discussed prior to corrections and a contract addendum will be submitted upon agreement between homeowner and contractor. All workmanship/materials guaranteed to be as specified. The homeowner is responsible for carrying fire, flood and other necessary insurance. THANK YOU FOR YOUR BUSINESS V �1 'F 6 I cc% Pr,nprisal., ...... ..... ...... . ..... Description ............... !Provide and install all Impact Products for 231 Windows, Includes Houling away of all Debris ..... ....... .... . . . .. ........... Estimated Time for Completion, i2 weeks # . ......... Size ::Descrlption D/FEI'[XOX, XX, O-XO,OXXOI ... ............ .. . . ......... Amount Style Glass. Manut Vinyl Color Grills . . ........ ........ 37 x 51 SH Ll . . ........ Imp/LowE/Argon . ....... ..... PGT.- While No $727.00 .. . ..... . ............... ....... ............. S 2 37 x 51 H L ...... .... . ........ ......... .................. Imp/LowE/Argon PGT Vinyl While No . .... .......... $727.00 3 37 x 38 �SH Y In_1p1LowE/Arqon PGT Vinyl White No $658-00 . . . ..... ....... 4 ....... .. 37 x 38 H Imp/Lowli/Argon PGT Vinyl N. White . .................. No . . ..... . $658,00 i 5 i ........ .... 37 _x 38 Irnp/LowE/Argon PGT Vinyl White No ......... .. ........ . ..... ....... $658.0 ..... ....... 6 . 37 x 26 SH Ly Irnp/LowE/Argon PGT Vinyl .. ... .. .......... . . ........ . ... White No'.... $526.00 7 ......No 37 x38 `SH S, lmp/LowE�92n PGT Vi White $658.00 8 37 x 38 ISH 3� Imp/LowE/Ar_q PGT Vinyl White . ..... ............ . ... ... No----, . ... . ................. .......... ...... $658.00 9 37 x 51 SH Ll .on . .. ............... Irnp/LowE/Argon . ... . ........... . PGT Vinyl White N o $727.00 ............... 10 ........... ....... . ........ .... . ........ ............. ........... 37 x 51 ISH .. ..... . ....... ____ . ..... . Imp/LowE/Argon PGT Vinyl White . . .... . .......... No . . . . ... . ..... .................. $727.00 I 1 . ............... 37 x 51 tSH S . . ................... . . ...... .. lmp/LowE/Arqq.n PGT Vinyl White No .. ........ $727.00 12 37 x 51 �:Sl`l PGT Vinyl White No $727.00 - ------- . ......... 13 37 x 51 1-( Inip/LowE/Argon PGT Vinyl White No $727.00 14 . ..... .... 37 x5l 'SH J Irnp/LowEJArgon PGT Vinyl While No ........ .. ­ ........ . ....... . $727.00 is37 x.38- %,SH 5' Imp/LowE/Argon ...... ... ....... .. ...... PGT ............... 11 . ....... . ......... . ... . ...... Vinyl ......... ...... .... White ........... N o ...... . ............... ......... $658.00 .. . ...... ......... .............................. 16 ....... ­ ............... ... ... . ....... .37 x 38 isli ....... ­_­­ ......... . lmp/LowE/Argon PGT Vinyl White N o $658.0 0 17 18 37 x 38 Isil Imp/LowE/Argon PGT ......... . ...... .... ........... . .. . . ....... 20 1 37 x 38 ISH J Imp/LowE/Argon PGT ... . . ........ .... . ........ . ......... I Basic Instaliation of New Product . . .. . .............. .............. ... ....... ............................_.._,.w:._ Vinyl White No ................ ...... ... ... .......... .. .......... VinylW i:Tte . . .. No $658.00 Subtotal' $12,264.00 ............ ..... ......... ... . ............ . ...... ............... incl . . ... . ................................................. .. Axceptan C'M t�ti-- r!, I7 $12,264, 00 19 Accepted By: ... . ...... Accepted'13y, O'Donnell. Impact Windows Date Terms and Conditions: This estimate 15 for completing the job described above, based on our evaluation. Any unforseen conditions such as., mold, mildew, wood rot, major stucco & drywall repair, replacement of marble sills and/or interior trim, any painting, etc. will be discussed prior to corrections and a contract addendum will be submitted upon agreement between homeowner and contractor. All workmanship/materials guaranteed to be as specified. The homeowner is responsible for carrying fire, flood and other necessary insurance. THANK YOU FOR YOUR BUSINESS V �1 'F 6 Date: March 16, 2017 Prepared By-, 0, To: John Canard 2708 S 35th Street Fort Pierce, F1 34981 772-643-2012 tl-"13�act Nevi-11dows �L Ston -i` . _ .rote-e-tiori 6400 SE Federal Hwy, Stuart, FL 34.997 1740 NINI Federat Hwy, Stuart, FL 34.994 PH.-. 772-408-0200 F,kK 888-8333-01-67 Fina l: service( odor.T-ie.l.lstormprotection.con.i Customer understands that O'Donnell impact Windows Does not paint Does not handle alarm systems Does not move furniture or window treatments Proposal. ... ......... - Description ........... . . . .............. . .............. 'Provide and Install all Impact Producis for (23] Windows, Includes Hauling away ot all Debris ....... ............. ..... ...... ............... Estimated Time for Completion: 72 weeks Size 1pescription .[�H/MR/CA S E/FIXED/AWN/ GD/GD/FD/f El [XOX, XX,:OX O,OXXO) Amount - ..Glass* 0 Or: Man Vinyl. Grills . .... ....... .. 21 19 x 26 �Sil qy��/A,gon PGT Vinyl White No $403.00 1 22 37 x 38 ��SH Lf linp/LovvE/Argon PGT Vinyl White No $658.0 0 ..... .. .......... .. ........ . . . ..... .... . .......... .......... .. 23 1 37 x 38SHImp/LowE/Argon ........... PGT Vin White No $65&00 ......... . 24 f 37 x 38 ISH . ........ . Imp/LowE/Ar-qon PGT Vinyl White .. . ............. ...... .......... No $658.00 r------------------,.- ............. . . . . 25 37 x 38 SHvi White ImpJLowE/Arqon PGT Vinyl . ............ . . . . ..... ....... No $658.00 111 26 Skip . .. ... . ................. ....... .............. ........... .. ... . . . ....... . ...... .... . .. ..................... . ........... —­ . . . ........ ............... . . . .............. I ....... ... . ...... ....... . ...... ................ Subtotal Page2 Page I ............ ...... ........ 407 Mull Bar Installation ... ... .......... . ..... .... ....... ...... . ........ ........... Basic Installation of New Product -.. ---- .... ...... ........ -1 -.- -1-1-1 . ....... "Permit Fee ...... ....... . .. . ............. .:..w:.....,....,.....,...._.... ...... .... ............... . ................ ......... .... ....... $3,035-00 $12,2264.00 ........... . ......... $814.00 inc! $200.00 Acceptance., Total', $16,31-3.6o**.- AcceptedBy: Home e 50% Deposit' Accepted By:ug-) 71) O'Donnell lmp''ict Windows Date r Terms and Conditions-, This estimate is for completing the job described above, based on our evaluation, Any unforseen conditions such as: mold, mildew, wood rot, major stucco & drywall repair, replacement of marble sills and/or interior Mm, any painting, etc. will be discussed prior to corrections and a contract addendum will be submitted upon agreement between homeowner and contractor, All workmanship/materials guaranteed to be as specified, The homeowner is responsible for carrying fire, flood and other necessary insurance. THANK YOU FOR YOUR BUSINESS Florida Building Code Online https ://w-vw. flori dabuil ding. org/pr/pr_app_dtl.aspx?param=wGEVXQw... r i a r s •. .'°�"i., '' shY ,== t yy4��:3 { t;?nom BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Unks Search b' k tProduct Approval J USER; Public User Product ADoroval Menu > Product or AoDlication Search > ADDlicatlon List > Application Detail FL # FL1435-R Application Type Revision Code Version 2014 Application Status Approved *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 Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) r PGT Industries 1070 Technology Drive North Venice, 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 jrosowski@pgtindustries.com Windows Single Hung Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE F Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/IS2/A440 AAMA/WDMA/CSA 101/IS2/A440 AAMA/WDMA/CSA 101/IS2/A440 ANSI/AAMA/WDMA 101/I.S.2/NAFS ASTM E1886 ASTM E1996 ASTM E283 ASTM E330 Year 2011 2005 2008 2002 2005 2012 2004 2002 1 of 3 4/6/2017 1:04 PM Florida Building Code Online Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 1435.1 SH - 200 haps: //www. floridabuilding. org/pr/pr_app_dtl.aspx?param=vvGEVXQw... Method 1 Option A 01/06/2017 01/07/2017 01/09/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. The Pass-Thru version was not tested for water infiltration. 1435.2 1 SH - 200 HD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 1435.3 1 SH - 500 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 1435.4 1SH-800 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. Description Aluminum Single Hung Window (Std. Meeting Rail, inc. Pass-Thru) Certification Agency Certificate FL1435 R19 C CAC CertificationB - SH2O0.Ddf Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FL1435 R19 II SH-200.Ddf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH -200 Evaluation.Ddf Created by Independent Third Party: No Aluminum Single Hung Window (with HD Meeting Rail) Certification Agency Certificate FL1435 R19 C CAC 190-1003CAR2.Ddf Quality Assurance Contract Expiration Date 01/08/2020 Installation Instructions FL1435 R19 II SH-200HD.Ddf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-20OHD Evaluation.pdf Created by Independent Third Party: No WinGuard Vinyl Single Hung Window Certification Agency Certificate FL1435 R19 C CAC CertificationB - SH500.Ddf Quality Assurance Contract Expiration Date 08/27/2018 Installation Instructions FL1435 R19 II SH-500c.Ddf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH -500c Evaluation.Ddf Created by Independent Third Party: No WinGuard Multistory Aluminum Single Hung Window Certification Agency Certificate FL1435 R19 C CAC SH -800 Certification. Ddf Quality Assurance Contract Expiration Date 09/07/2017 Installation Instructions FL1435 R19 II SH-800c.Ddf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH -800c Evaluation.pdf 2 of 3 4/6/2017 1:04 PM Florida Building Code Online https ://www.floridabuitding.org/pr/pr_app_dtl, aspx?paramwGEVXQw... 1435.5 1 SH -5400 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 1435.6 SH -5500 Limits of Use Approved for use in HVHZ No Approved for use ide Z: Yes Impact ResistantlYesm Design Pressure: Other: Please see the Installation Instructions for design pressure, size and anchorage information. ICreated by Independent Third Party: No EnergyVue Vinyl Single Hung Window Certification Agency Certificate FL1435 R19 C CAC SH -5400 Certification.pdf Quality Assurance Contract Expiration Date 08/13/2018 Installation Instructions FL1435 R19 II SH-5400.Ddf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH -5400 Evaluation.Ddf Created by Independent Third Party: No WinGuard Vinyl Single Hung Window Certification Agency Certificate FL1435 R19 C CAC SH -5500 Certification. Ddf Quality Assurance Contract Expiration Date 10/01/2018 Installation Instructions FL1435 R19 II SH-5500.Ddf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH -5500 Evaluation.Ddf Created by Independent Third Party: No Badc Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacv Statement :: Accessibility Statement :: Refund Statement 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 850.487.1395. *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 have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal 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 help_ Product Approval Accepts: IMED M EChEcI' Granit Card Safe yui'Ililn (i fiuW iy1 iMVi' i 3 of 3 4/6/2017 1:04 PM MAX. BUCK WIDTH MAX. BUCK WIDTH SEE TABLE 1 Window Buck Size 2B" SHAPES MAY BE USED BY MAX. --� —~ MAX. O.C. 2" MAX B, SEE SHEET 3 PRSURES A, SEE + I I 12" MAX. SHEET3t _ _ I — I 17.867" MAX. O.C. SHEET 4 17.867" MAX. O.C. MAX.K — — HEIGHTIGHT SEE — — TABLE 1 X 10" MAX. O.C. f — 1 MAX. O C. — MAX. O.C. -A� A 13.773" MAX. O.C. NO ANCHORS AT SILL 6-t/2" MAX. f B HEIGHT SEE ELEVATION FOR TYP. EQUAL LEG FRAME, EQUAL -LITE CONFIGURATION GENERAL NOTES: SERIES 5500 IMPACT RESISTANT, VINYL SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. MAX. BUCK WIDTH MAX. BUCK WIDTH —Y SEE TABLE 1 Window Buck Size 28" SHAPES MAY BE USED BY MAX. --� 12" B, SEE �� MAX. O.C. 2" MAX SHEET 3 I PRSURES A, SEEtf `+ I 12M AX' SHEET 3� 52-1/8" 84" I THE TABLE ON THIS SHEET. SHEET 4 17.867" MAX. O.C. MAX.BUCK — — — HEIGHT SEE O TABLE 1 I O I f — 1 MAX. O C. 4" MAX. I A 13.773" MAX. O.C. i �NO ANCHORS AT SILL 6-112" MAX. I B HEIGHT SEE ELEVATION FOR TYP. FLANGE FRAME, PROVIEW/ORIEL CONFIGURATION (COTTAGE SIMILAR) - ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME, EQUAL -LITE CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) TABLE 1: MAX. BUCK WIDTH Window Buck Size SEE TABLE 1 SHAPES MAY BE USED BY D, SEE --� �-- 4" MAX. O.C. 2" MAX SHEET 4 PRSURES C, SEE 52-1/8" 84" Std. ProView R1 50.0 50.0 190-285,1028 THE TABLE ON THIS SHEET. SHEET 4 Custom Sash 52-1/8" I 84" 52-1/8" I 84" Equal -lite Std, ProView (3R2 (L-0-)70.0 190-286,1029 I 52-1/8" 191-13/16" Custom Sash I O I / 4" MAX. I MAX_ BUCK O.C. HEIGHT SEE x I � TABLE 1 CERT. OFAUTH.#2 296 rx 1070 TECHNOLOGY DRIVEOr / SH -5500 16- NTS ISI 1 OF4 Iozl FPA -5500.0 Iaz°I A L P.9 05 5 P.E. ;C D 2" MAX. ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME, EQUAL -LITE CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) TABLE 1: Window Buck Size Reinf. Design Pressure Certification SHAPES MAY BE USED BY Width Height Configuration I Level (+) psf I (-) PSf ^ (CAR plumber INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING 52-1/8" 84" Equal -lite — PRSURES TTHAIT BLOCK SIZE FROMR 52-1/8" 84" Std. ProView R1 50.0 50.0 190-285,1028 THE TABLE ON THIS SHEET. 52-1/8" 91-13/16" Custom Sash 52-1/8" I 84" 52-1/8" I 84" Equal -lite Std, ProView (3R2 (L-0-)70.0 190-286,1029 52-1/8" 191-13/16" Custom Sash —' VINYL SH WINDOW FPA (IMP. -RESIST.) o12/13114 o GENERAL NOTES & ELEVATIONS lom'� J ROSOWSKI CERT. OFAUTH.#2 296 rx 1070 TECHNOLOGY DRIVEOr N. VENICE, FL 34275 (941)-480-1600 SH -5500 16- NTS ISI 1 OF4 Iozl FPA -5500.0 Iaz°I A L P.9 05 5 P.E. TABLE 2: ANCHORS INSTALLED THROUGH FRAME TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor Substrate Min. Edge I Min. Anchor 2-7/16" 314" Distance Embedment 0.0713" (14 Ga.) #10 SMS " P.T. Southern Pine (SG=0.55) 7/16" 13/8`' 2-1/2" x .131" Common Nail (steel, 18-8 S.S. Steel, A36 3/8" 0.050" Max. DP of 50.0 or 410 S.S.) Steel Stud, A653 Gr. 33 3/8" 0.0346" (20 Ga.) 2-1/2" x .131" Ring -shank Nail Max. DP of 50.0 Aluminum, 6063-T5 3/8" 0.0713" (14 Ga.) 2-1/2" x .145" Roofing Nail OR CARDINAL P.T. Southern Pine (SG=0.55) 9/16" 1-/8" XL EDGE #12 SMS Steel, A36 3/8" D.050" #10 SMS (steel, 18-8 S.S. Steel Stud, A653 Gr. 33 3/8" 0.0346" (20 Ga.) (steel, 18-8 S.S. or 410 S.S.) Aluminum, 6063-T5 3/8" 10.0713" (14 Ga.) or 410 S.S.) 3/16" Ultracon P.T. Southern Pine (SG=0.55) 7/16" 13/8" (steel) Concrete (min. 2.85 ksi) 1" 1.3/8" Max. DP of 50.0 Ungrouted CMU, (ASTM C-90) ( 2-1/2" 1-1/4" ANCHOR NOTES: N. VENICE, FL 34275 !�I of I? of 1) "UNGROUTED CMU" VALUES MAY 1/4" Ultracon<ZConcrete (min. 2.85 ksi) 1" I've (steel) Ungrou i4l BE USED FOR GROUTED CMU eiT�.,IwIu, V, APPLICATIONS. Concrete (min. 2.85 ksi) 2-1/2" I 1-314" P.T. Southern Pine (SG=0.55) V 1 -Ts' 2) PANHEAD, FLATHEAD OR U4" Crete -Flex Concrete (min. 3.35 ksi) V 1314" HEXHEAD ARE ACCEPTABLE. (410 S.S.) Ungmuted CMU, (ASTM C-90) 2-1/2" 1-114" 3) ANCHOR LENGTH TO BE SO THAT Concrete (min. 3.35 ksi) 2-1/T' I 13/4" A MIN. OF 3 THREADS EXTEND Concrete (min. 3.275 ksi) 1-1/2" 13/8" BEYOND THE METAL SUBSTRATE. 1lc G /4" Aggrator P.T. Southern Pine (SG=0.55) V I I -Y8" (183 S.S.) Ungrouted CMU, (ASTM C-90) 7' I 1-1/4" WINDOW SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLE ON SHEET 1. —+� WIDTH _ �— —•-{ WIDTH - W w Ul O = x = x w0 Ill Lq RADIUSTOP ARCHTOP (EQUAL -LITE SHOWN) (PROVIEW/ORIEL SHOWN) TABLE 4: REINFORCEMENT TYPES Reinforcement Upper Lite Lower Lite Level Bottom Top Rall Bottom Rall • Rail R1 B A A R2 C A A Substrate P.T. Southern Pine (SG=.55) P.T. Southern Pine (SG=.55) P.T. Southern Pine (SG=.55) P.T. Southern Pine (SG=.55) Aluminum, 6063-T5 Steel Stud, Gr. 33 Steel, A36 Min. Edge Min. Distance I Embedment 9/16" 2-7/16" 9/16" 2-7/16" 9/16" 2-7/16" 314" 13/8" 3/8" 0.0713" (14 Ga.) 3/8" 0.0346" (20 Ga.) 3/8" 0.050" REINFORCENT TYPE B L—L REINFORCENT TYPE C A- LYNN MILLER, P.E. P.E.# 58705 7/8" NOM. GE -7700 OR 7/8" NOM. DOW -791- - VA SILICONE 1/2" NOM.GLASS 5/16" A/A PVB L BITE TYP. EXTERIOR 7/16" AIR SPACE \'; 1/8" ANNEALED OR 3/8" AIR SPACE -- — 3116" ANNEALED OR TYP. GLAZING DETAIL. TEMPERED GLASS '. REINFORCENT TYPE A REINFORCENT TYPE B L—L REINFORCENT TYPE C A- LYNN MILLER, P.E. P.E.# 58705 7/8" NOM. � � 7/8" NOM. VA 5/16" A/A PVB 5/16" A/A PVB 7/16" AIR SPACE \'; 1/8" ANNEALED OR 3/8" AIR SPACE -- — 3116" ANNEALED OR TEMPERED GLASS '. TEMPERED GLASS DURASEAL, i DURASEAL, SUPERSPACER SUPERSPACER _ OR CARDINAL OR CARDINAL XL EDGE —L'— XL EDGE — GLAZING TYPES PVB INTERLAYER MANUFACTURED BY DUPONT INC. (AKA KURARAY AMERICA, INC.) VINYL SH WINDOW FPA (IMP. -RESIST.) ISI 12/13/14 Side o GLASS/ANCHOR OPTIONS lom) J ROSOWSKI Rails V A CERT. OF AUTH. #29296 a A 1070 TECHNOLOGY DRIVE ao N. VENICE, FL 34275 !�I of I? of (941)-480-1600 v SH -5500 I �I NTS L� 2 OF 4 IN� o z FPA -5500.0 I� z I� REINFORCENT TYPE B L—L REINFORCENT TYPE C A- LYNN MILLER, P.E. P.E.# 58705 = I EDGE DISTANCE SHOWN INSTALLED THROUGHIX / BUCKSTRIP FLANGE FRAME n BU HER EMBEDMENT SHOWN INSTALLED DIRECTLY TO EMBEDMENT SUBSTRATE EDGE DISTANCE JD c �•�:� ;OPT. SASH TOP - LIFT RAIL - FLANGE 0 - FRAME I nn O SHOWN - i OPT. SASH BOTTOM LIFT j HANDLE/LOCK EQUAL J LEG FRAME SHOWN L�r-�i ���°� NO ANCHORS REQUIRED IN i FLANG OR rq T / , FRAME SILLS VERTICAL SECTION B -B i Q FLANGE FRAME SHOWN i INSTALLATION THROUGH EXTERIOR INSTALLATION NOTES: SHOWN INSTALLED THROUGH 1X i - = I EMBEDMENT BUCKSTRIP /DISTANCE EDGE J / EDGE Cl� DISTANCE EQUAL LEG FRAME SHOWN 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4% 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. i THE FRAME, INTO METAL VINYL SH WINDOW FPA (IMP. -RESIST.) fel 12/13/14 FLANGE & EQUAL-LEG/BOX FRAMES lamp I J ROSOWSKI - ..� (k CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE C N. VENICE, FL 34275 A LYNN MILLER, (941)-480-1600 SH -5500 ISI NTS I+ 30F4 I zI FPA -5500.0 laz°( PE.#5s 05 PE l SHOWN INSTALLED I EDGE DISTANCE SHOWN INSTALLED THROUGH THE THROUGH THE FRAME FRAME EMBEDMENT J -CHANNEL EMBEDMENT FRAME O (loll' SHOWN f�r ti L� a �o D EDGE i7nnno, DISTANCE r I u OPT. SASH TOP LIFT RAIL HANDLE/LOCK J -CHANNEL j -> uF i I FRAME _ I Z D SHOWN DISTANCE _ THE -~- 0 I DISTANCE �-+ EMBEDMENT BUCK VERTICAL SECTION D -D SHOWN BUCK WIDTH = HEIGHT A. LYNN MILLER, P.E. P.E.# 58705 _ INSTALLATION NOTES: 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR EXTERIOR ANCHORAGE AND SUBSTRATE a 3) MAX. SHIM THICKNESS TO BE 1/4-. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO n a 3'l OPT. SASH BOTTOM LIFT FIN O FRAME HANDLE/LOCK _ SHOWN THROUGH THE -> uF i I INTEGRAL FIN SHOWN I EDGE INSTALLED DISTANCE THROUGH THE -~- EDGE INTEGRAL FIN—� DISTANCE �-+ EMBEDMENT FRAME VERTICAL SECTION D -D SHOWN EXTERIOR FIN FRAME EXTERIOR FIN FRAME CJD o SHOWN SHOWN INSTALLED i THROUGH THE INSTALLATION THROUGH THE INTEGRAL FIN THE FRAME, INTO METAL EDGE DISTANCE N . \ o 74i.......... ; l a C� I EMBEDMENT D EXTERIOR o J -CHANNEL INTEGRAL FIN FRAMESI�mI J ROSOWSKI �v a FIN FRAME 1070 TECHNOLOGY DRIVE SHOWN BUCK WIDTH = HORIZONTAL SECTION C -C A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION NOTES: 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR j ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4-. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS, 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. EXTERIOR FIN FRAME CJD o SHOWN SHOWN i INSTALLATION THROUGH INSTALLATION THROUGH THE THE FRAME, INTO METAL INTEGRAL FIN, INTO METAL VINYL SH WINDOW FPA (IMP. -RESIST.) (I 12/13/14 o J -CHANNEL INTEGRAL FIN FRAMESI�mI J ROSOWSKI �v = �� r '15' = ® CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 4OF4SH-5500(941)-480-1600 to ZI FPA -5500.0 I�ZI I I I I I A. LYNN MILLER, P.E. P.E.# 58705 of 1 woo , pgti n d u stries. co m Line # Item Description 0001 . MULTI -PART MULTI -PART UNITS (1.00) .73.X49.5X.,5500,TW,MTCH COL,W,.625FLANGE,EQUAL BEGIN MODEL SET 001: :............................ ..... .... :... ...... .. ..... Combination Configuration: TW Unit 2: SH5500 Frame Type: ,625FLANGE f Width Equal or Width: EQUAL Mu It Part Selection: MULL/CVR/CLPS f.: f-'_ - Width: 73,000 _...; Vertical Mull: 1,25X3.25X.625 Glass Color: CL 0001 SH6500 VINYL SINGLE HUNG 5500 (2,00) MULL EXT/INT COVERS & CLIP SET,.,35,875X49.5X.,STD,5/8" FL,W,EQUAL,7/8 UG,CL,ARG,SB 70XL,NO GRID,SWEEP,1816K,CMFRT LFT HNDL,.x, Certification Type: AAMAA440 Vent Configuration: EQUAL Size Selection: CUSTOM Actual Size: 35 7/8 X 49 112 Wood Frame: 36 118 X 49 3/4 Frame Calor: White Glass Family: Laminated insulating interlayer Type: PV8090 Glass Color: CLEAR Privacy Glass: NONE Screen Type: 1816 Charcoal Boxing Options: None Comfort Lift: Y WOOD: N Reinf, Upgrade: None Vent Ht: 24,3930 PositiveDesignPressu re: 50.0000 PANumber. FL 1435 sation ees_i_s_tannce:59,0000 S olarHeatGain Coen: 0�2't0 VTCOC; 0.6300 Sales Order # 1004098 PO Number: Canard Page 1 of 10 Job Name: Canard Job Address: Quantity Location Ordered: 1,2 1,00 Series: 5500,0000 Unit 1 (Bottom Lek Unit): SH5500 Continuous Shape MuKi-Part: N Assembly Options: MTCHCOL Send Mull(s): Y Size Slection: ACTUAL Height: 49,5000 Frame Color: White Boxing Options: N Ordered: 1.00 0001 SH5600 VINYL SINGLE HUNG 5500 Ordered; (3.00) MULL EXT/INT COVERS & CLIP SET,., 35.875X49,5X,,STD,5/8" 1,00 FL,W.EQUAL,718 1_1G,0L,ARG,S9 70XL,NO GRID, SWEEP, 181BK,CMFRT LFT HNDL,.x. Certification Type: AAMAA440 Vent Configuration: EQUAL Size Selection: CUSTOM Actual Size: 35 718 X 49 1/2 Wood Frame: 36 118 X 49 314 Frame Calor: White Glass Family: Laminated Insulating Interlayer Type: PVB050 Glass Color: CLEAR Privacy Glass: NONE Screen Type: 1816 Charcoal Boxing Options: None Comfort Lift: Y WOOD: N Reinf, Upgrade: None Vent Ht: 24,3930 PositiveDesign Pressu re: 50.0000 PANumber: FL 1435 Cand p8e a1 rr9 8 0 o arHeatGainCoeff: 0,2100 VTCOG: 0,6300 1,2 Frame Type: ,625FLANGE Window Style: STO Size Ref: ACTUAL Rough Masonry: 37 5/8 X 50 1/2 Egress: 31 518 X 201/8 (4.413 SQFr) Does unit need to meet Turtle Code; NO Glass: 7/8" UG (118 AN - 7/16 ARG -5/16 AN/AN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type: ROLLFORM Vent Latch: N Lift Rail: N Lock Type: Sweep Latch Acc Glass Breakage: N CAR* 190-285/1028 Neg ativeDesig nPressure: 50,0000 ' 123,0000 VF0.90 40 T 02800 1,2 Frame Type; 425FLANGE Window Style: STD Size Ref: ACTUAL Rough Masonry: 37 5/8 X 50 112 Egress: 315/8 X 20118 (4.413 SOFT) Does unit need to meet Turtle Code: NO Glass: 7/8" LIG (1/8 AN - 7/16 ARG -5/16 AN/AN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type: ROLLFORM Vent Latch: N Lift Rail: N Lock Type: Sweep Latch Acc Glass Breakege: N CAR#: 190-285/1028 NegativeDesignPressure: 50,0000 Ene L 123,0000 F: 0.2900 11, VT: 0.4800 http;//wm-2.exoquote.comlexoquote2lReportixigl(S(zozlscaety,intligz4rN,tnitkD))IExoReport., . 4/1 3/22017 0001 MULL MULL BARS Ordered: 1,2 (4,00) 49,5,W,,625FL_ANGE,SERIES 5500,MTCHCOL,MULlJCVR1CLPS,2 1,00 Product Family Series: 5500,0000 Certification Type; AAMA Part Selection: MULL/CVR/OLPS Frame Type. 625FLANGE Mull Bar Type-, 1.25X3,25X.625 Mull Clip Qty: 2,0000 Mull Clip Type: T-CLIP/T-CLIP Size Selection. CUSTOM Frame Color: W Assembly Options: MTCHCOL Packaging Options: N 0002 MULTI -PART MULTI -PART UNITS (6,00) 73.X37X,6500,TW,MTCH COL,W,.625FLANGE,EQUAL BEGIN MODEL SET Combination Configuration,, TW Unit 2: SH5500 Frame Type: .625FLANGE Width Equal or Width: EQUAL Mull Part Selection: MULUCVRICLPS Width- 73.0000 Vertical Mull: 1.25X3.25X.625 Glass Color: CL 0002 SH8500 VINYL SINGLE HUNG 5500 (6,00) MULL EXT/INT COVERS & CLIP SET,,,36,875X37.X.,STD,5/8" FL,W,EQUAL,7/8 LIG,CL,ARG,SS 70XL,NO GRID,8WEEP,1816K,C,MFRT LFT HNDL,.x, Certification Type, AAMAA440 Vent Configuration: EQUAL Size Selection. CUSTOM Actual Size; 35 7/8 X 37 Wood Frame: 36 1/8 X 37'1 /4 Frame Color, White Glass Family: Laminated Insulating Interlayer Type: PV6090 Glass Color., CLEAR Privacy Glass: NONE Screen Type: 1816 Charcoal Boxing Options: None Comfort Lift: Y WOCD: N Reinf, Upgrade: None Vent Ht: 18,1430 PositiveDesignPressure: 50,0000 PANumber- FL 1435 s 49" 00 <S raTH atGaInC - ()�2� 5"" e VTCOG: 0 . 630� 0002 SH6500 VINYL SINGLE HUNG 6500 (7.00) MULL EXT/INT COVERS& CLIP SET,.,35.875X37X,STD,5/8" FLWEQUAL,7/8 LtG,CL,ARG,SB 70XL,NO GRID, SVVEEP,1 81 6K,CMFRT LFT HNDL,.x, Gratification Type: AAMAA440 Vent Configuration; EQUAL Size Seiection: CUSTOM Actual Size: 35 718 X 37 - Wood Frame; 36 1/$ X 37 1/4 Frame Color, White Glass Family: Laminated Insulating Interlayer Type. PV8090 Glass Color; CLEAR Privacy Glass- NONE Screen Type: 1816 Charcoal Boxing Options: None Comfort Lift: Y WOCD: N Reirif. Upgrade: None Vent Ht: 18.1430 PositiveDesignPressure: 50,0000 PANumber. FL 1435 sationReZls�tance: 59,0000 '0 < =SolarHeaatGairCCoeff: 0.2100:�) 0(3, VTCOG; 0�6300 0002 MULL MULL BARS (8,00) .,37,,W,.625FLANCE,SER(ES 5500,MTCHCOL,MULUCVRICLPS,2 Product Family Series: 6500,0000 Part Selection, MUU-/CVF;VCLPS Mull Bar Type: 1,25X3.25X,625 Mull Clip Type: T-CLIPIT-CLIP Pa,ae 2 of 10 L_ Ordered: 3,4 1.00 Series: 6500,0000 Unit 1 (Bottom Left Unit): SH5500 Continuous Shape Mufti -Part: N Assembly Options: MTCHCOL Send Mull(s): Y Size Slection: ACTUAL Height: $7,0000 Frame Color White Boxing Options: N Ordered, 3,4 1.00 Frame Type: .626FLANGE Window Style: STD Size Ret ACTUAL Rough Masonry; 37 5/8 X 38 Egress: 31 5/8 X 13 7/8 (3.040 SQFT) Does unit need to meet Turtle Code: NO Glass,, 7/8" LIG (1/8 AN -7/16 ARG -5/16 AN/AN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type: No Grid Screen Frame Type, ROLLFORM Vent Latch: N Lift Rail, N Lock Type; Sweep Latch Arc Glass Breakage: N CAR#, 190-285/1028 NegativeDesignPressure: 50.0000 ' 123,0000 j'UF.- 0.2900 VT, 0,4800 Ordered: 3,4 1.00 Frame Type, .625FLANGE Window Style: STD Size Ref. ACTUAL Rough Masonry: 37 5/8 X 38 Egress: 31 518 X 13 7/8 (3.040 SOFT) Does unit need to meet Turtle Code: NO Glass: 7/8" LIG (1/8 AN - 7116 ARG -5/16 ANIAN Argon Gas: ARGON Low E, ENERGY SHIELD MAX Grid Type., NO Grid Screen Frame Type: ROLLFORM Vent. Latch, N Lift Rail: N Lock Type: Sweep Latch Acc Glass Breakage: N CAR* 190-285/1028 Negafi+ eDesllgnPreasure: 60,0000 1 123,0000 UF: 0. 279 (0) D 0.48C VT; 0.48 X Ordered'. 3,4 1.00 Certification Type: AAMA Frame Type: $25FLANGE Mull Clip Qty: 2,0000 Size Selection: CUSTOM Assembly Options: MTCHCOL http:llww—).exoquote.c.omlexoquote2lReportingl(S(zozlscaet�,mthgz4rvtmtk.f3))lExoReport... 4/13/2017 Page 3 of 1.0 Frame Color: W Packaging Options: N 0003 SI -16500 VINYL SINGLE HUNG 5500 Ordered: (9-00) ',,,35,75X37.X.,STD,518*'FL,W,r:QUAL,718LIG,CL,ARG,SB70XL,NO 1,00 . GRID,SWEEP,1816K,CMFRT LFT HNDL,.x, Certification Type: AAMAA44o Frame Type., 625FLANGE Vent Configuration: EQUAL Window Style: STD Size Selection: CUSTOM Size Ref: ACTUAL w.yWidth: 35 3/4 Height', 37,0000 Actual Size, 35 3/4 X 37 Rough Masonry: 37 1/2 X 35 Wood Frame: 36 X 37 114 Egress: 31 112 X 13 7/8 (3,028 SQFT) . ....... . ..... Frame Color. Whit® Does unit need to meet Turtle Code: NO Glass Family: Laminated Insulating Glass: 718" LIG (1/8 AN - 7/16 ARG -5116 AN/AN Interlayer Type: PV13090 Argon Gas: ARGON Glass Color: CLEAR Low E: ENERGY SHIELD MAX Privacy Glass: NONE Grid Type: NO Grid Screen Type: 1816 Charcoal Screen Frame Type: ROLLFORM Boxing Options: None Vent Latch; N Comfort Lift: Y Lift Rail: N WOOD: N Lock Type: Sweep Latch Reinf. Upgrade: None Acc Glass Breakage; N Vent Ht: 18.1430 CAR* 190-28511028 PositiveDesignPressure: 50,0000 NegativeDesignPressure: 60.0000 PANumber: FL 1435 1044n 'stance: 59,0000 Solari-leratGaJnCoeff: 0. Enr: 123.0000 r 0 =290a 1,4�10 VTCOG: 0,6300 0004 SH5500 VINYL SINGLE HUNG 5500 Ordered: 6 (10.00) _36.X23.76X.,STD,5/8" FL,W,EQUAL,7/8 LIG,CL,ARG,SB 70XL,W 1,00 ILYR,NO GRID,SWEEP,1 8 I$K,CMFRT LFT HNDL,,x. Certification Type: AAMAA440 Frame Type:,625FLANGE ... ......... Vent Configuration; EQUAL Size Selection: CUSTOM Window Style, STD Size Ref, ACTUAL Width: 36.0000 Height; 23 3/4 Actual SIM 36 X 23 3/4 Rough Masonry: 37 3/4 X 24 3/4 Wood Frame: 26 114 X 24 Frame Color., White Egress: 31 3/4 X 7 114 (1.592 SQFT) Glass Family: Laminated Insulating Does unit need to meet Turtle Code, NO Glass, 718" LIG (1/8 AN - 7/16 ARG -5/16 AN/AN Intedayer Type: PV8090 Argon Gas., ARGON Glass Color: CLEAR Low E: ENERGY SHIELD MAX Privacy Glass, WHITE Privacy Glass Location: UNIT Grid Type: NO Grid Screen Type. 1816 Charcoal Screen Frame Type: ROLLFORM Boxing Options: None Vent Latch: N Comfort Lift: Y Lift Rail: N WOCD- N Lock Type: Sweep Latch Reinf, Upgrade* None Ace Glass Breakage: N Vent Fit* 11.5180 CAR#-, 190-285/1028 PositiveDesignPressure', 50.0000 NegativeDesignPressure: 50,0000 PANumber: FL 1436 =3.0000 U .0 UF: 0.2900 C tionResistance: 59,0000 VT: 0.48 VTCOG, 0,6300 0005 SH6500 VINYL SINGLE HUNG 5500 Ordered: 7 (11.00) ,,35.7SX37.X.,STD,5/8"FL,WEQUAL,7/8 LIG,CL,ARGSB 70XL,NO 1,00 GRID,SWEEP,l 816K,CMFRT LFT HNDL,.x. Certification Type: AAMAA440 Frame Typa:.625FLANGE Vent Cohfiguration: EQUAL Window Style: $TO Size Selection: CUSTOM Size Ref: ACTUAL Width, 35 314 Height, 37.0000 Actual Size. 35 3/4 X 37 Rough Masonry., 371/2 X 38 Wood Frame: 3$ X �7 1/4 Egress. 31 112 X 13 7/8 (3.028 SOFT) .... . . ... . ... ..... Frame Color white Does unit need to meet Turtle Code-, NO Glass Family. Laminated Insulating Glass: 7/8" LIG (118 AN - 7116 ARG -6116 AN/AN Interlayer Type: PVB090 Argon Gas; ARGON Glass Color, CLEAR Low E. ENERGY SHIELD- MAX Privacy Gass, NONE Grid Type: NO Grid Screen Type, 1816 Charcoal Saaen Frame Type: ROLLFORM Boxing Options-, None Vent Latch: N Comfort Lift: Y Lift Rail, N WOOD: N Lock Type: Sweep Latch ReInf, Upgrade; None Acc Glass Breakage: N Vent Ht: 18,1430 CARt 190-285/1028 PositiveDesignPressure. 50,0000 NegativaDesignPressure: 50.0000 PANumber FL 1435 "59,0000 123.0000 UF*, 0.2 SolarHeatGalnCoeff, 'G ffi 0.210 VT� �0�00 VTC _OG00 VTCOG,� 0.6300 0000 SHSW VINYL SINGLE HUNG 5600 Ordered, (12,00) 1,00 bttp://ww2.exoquote.com/exoquote,')./Reporting/(S(zozlseaetvmthgz4rvtintk-f-;))/E.xoRe.port.,. 4/13/2017 _35.75X37.X.,STD,5/8" FL,W,EQUAL,7/8 LIG,CL,ARG,SB 70XL,NO GRID,SWEEP,l 816K,CMFRT LFT HNDL,.x, 0007 MULTI -PART MULTI -PART UNITS Ordered: (13.00) 109,756X49,5K,5500,TRATCH COL,W,,625FLANGE,EQUAL 1.00 BEGIN MODEL SET 013: Combination Configuration: TR Certification Type: AAMAA440 Vent Configuration-, EQUAL Size Selection: CUSTOM Width: 35 314 Actual Size: 35 3/4 X 37 .. .... ..... ...... .. ... Wood Frame: 36 X 37 1/4 Frame Color: White Glass Family: Laminated Insulating Intarlayef Type-, PVB090 Glass Color: CLEAR Privacy Glass: NONE Screen Type, 1816 Charcoal Boxing Options: None Comfort Lift: Y WOOD; N Reinf. Upgrade, None Vent Ht: 18,1430 PositiveDesignPressure: 60,0000 PANumber-, FL 1435 ensationResistance.: 59.0000 (S ol a rH e atG a1`nC­oaff__0_277VTCO 0,6300 � ,300�! 0007 MULTI -PART MULTI -PART UNITS Ordered: (13.00) 109,756X49,5K,5500,TRATCH COL,W,,625FLANGE,EQUAL 1.00 BEGIN MODEL SET 013: Combination Configuration: TR .0007 SH5500 VINYL SINGLE HUNG 5500 (14.00) 'MULL EXTIINT COVERS 8, CLIP SET_35,75X49.6X,,STD,5/8` FL,WEQUAL,718 LIG,CL,ARG,SB 70XL,NO GRID, SWEEP, 181 6K,CMFRT LFT HNDL,.x. Certification Type-, AAMAA440 Vent Configuration. EQUAL Size Selection: CUSTOM Actual Size* 35 3/4 X 481/2 Wood Frame: 36 X 49 3/4 Frame Color White Glass Family: Laminated Insulating Interlayer Type: PVB090 Glass Color: CLEAR Privacy Glass: NONE Screen Type: 1816 Charcoal Boxing Options: None Comfort Lift: Y WOCD: N Reinf, Upgrade, None Vent Ht: 24,3930 P o sitiveDesig n P re ssu re: 50.0000 PANumber: FL 1436 Co dens a,I 5" '0000 SoJ4R9a1GanCtf0.2100GCOG,0,,300 0007 SH6500 VINYL SINGLE HUNG 55010 (16.00) MULL EXT/INT COVERS & CLIP SET..35.75X49.5X.,STD,518° FL,WEQUAL,718 LIG,CL,ARG,SB 70XL,NO GRID,SWEEP,1816K,CMFRT LFT HNDL,.x. Certification Type: AAMAA440 Vent Configuration: EQUAL Size Selection: CUSTOM Actual Size: 35 314 X 49 112 Wood Frame: 36 X 49 3/4 Frame Color- White Glass Family-, Laminated lrisuJatinq Interlayer Type: PVBORO Glass Color: CLEAR Privacy Gass, NONE Screen Type*, 1816 Charcoal Boxing Options: None Comfort. Lift: Y WOOD: N Reinf, Upgrade: None Vent Ht: 24,3930 Ordered, 1,00 Ordered, 1,00 Page 4 of 10 Frame Type: .625 FLANGE Window Style: STD Size Ref: ACTUAL Height-, 37.0000 Rough Masonry: 37 1/2 X 38 Egress; 31 112 X 13 7/8 (3,028 SQFT) Does unit need to meet Turtle Code: NO Glass: 7/8" LIG (1/8 AN - 7/16 ARG -5116 ARIAN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type: ROLLFORM Vent Latch: N Lift Rail: N Lock Type;. Sweep Latch Acc. Glass Breakage: N CAR#-, 190-285/1028 NegativoDesignPressure: 60,0000 Star, 123,0000 -0 00 (:7�� � 0,�4SC)D 9,10,11 Series: 5500.0000 Unit I (Bottom Left Unit). SH5500 Unit 3: SH5500 Frame Type,, 625FLANGE Width Equal or Width: EQUAL Mull Part Selection: MULUCVRICLPS Width: 109,7500 Vertical Mull., 1.25X3.25X.625 Frame Color. White Boxing Options: N 9,10,11 Frame Type: .625FLANGE Window Style: STD Size Ref: ACTUAL Rough Masonry: 37 112 X 50 1/2 Egress., 31 1/2 X 20 1/8 (4.396 SQFT) Does unit need to meet Turtle Code: NO Glass: 718" LIG (IM AN -7116 ARG -5/18 ANIAN Argon Gas: ARGON Low E,, ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type. ROLLFORM Vent, Latch: N Lift Rail'. N Lock Type: Sweep Latch Acc, Glass Breakage; N CAR#: 190-28511028 NegativeDesignPressure: 50.000,0 ne : 123,0000 E tar: tar VT 0,48 Frame Type., .625FLANGE Window Style: STD Size Ref: ACTUAL Rough Masonry. 37 1/2 X 50 112 Egress: 31 1/2 X 20118 (4,396 SOFT) Does unit need to meet Turtle Code., NO Glass: 718" LIG (118 AN � 7/16 ARG -5/16 AN/AN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type: ROLLFORM Vent Latch: N Lift Rail: N Lock Type: Sweep Latch Acc Glass Breakage: N CARM 190-286/1028 http:llwNN,,2.e,xoquote.coinlexoquote2lReportiiigl(S(zozlsc.aet)7nitligz4nrtmtkf3))IExoReport... 4/13/2017 Unit z'smoovu Continuous Shape Multi -Part: 14 Assembly Options: MTCHCOL Send Mull($): Y Size Slection: ACTUAL He!QM: 49,5000 Vertical Mull (2)-,1.26X3.25X.625 Glass Color: CL .0007 SH5500 VINYL SINGLE HUNG 5500 (14.00) 'MULL EXTIINT COVERS 8, CLIP SET_35,75X49.6X,,STD,5/8` FL,WEQUAL,718 LIG,CL,ARG,SB 70XL,NO GRID, SWEEP, 181 6K,CMFRT LFT HNDL,.x. Certification Type-, AAMAA440 Vent Configuration. EQUAL Size Selection: CUSTOM Actual Size* 35 3/4 X 481/2 Wood Frame: 36 X 49 3/4 Frame Color White Glass Family: Laminated Insulating Interlayer Type: PVB090 Glass Color: CLEAR Privacy Glass: NONE Screen Type: 1816 Charcoal Boxing Options: None Comfort Lift: Y WOCD: N Reinf, Upgrade, None Vent Ht: 24,3930 P o sitiveDesig n P re ssu re: 50.0000 PANumber: FL 1436 Co dens a,I 5" '0000 SoJ4R9a1GanCtf0.2100GCOG,0,,300 0007 SH6500 VINYL SINGLE HUNG 55010 (16.00) MULL EXT/INT COVERS & CLIP SET..35.75X49.5X.,STD,518° FL,WEQUAL,718 LIG,CL,ARG,SB 70XL,NO GRID,SWEEP,1816K,CMFRT LFT HNDL,.x. Certification Type: AAMAA440 Vent Configuration: EQUAL Size Selection: CUSTOM Actual Size: 35 314 X 49 112 Wood Frame: 36 X 49 3/4 Frame Color- White Glass Family-, Laminated lrisuJatinq Interlayer Type: PVBORO Glass Color: CLEAR Privacy Gass, NONE Screen Type*, 1816 Charcoal Boxing Options: None Comfort. Lift: Y WOOD: N Reinf, Upgrade: None Vent Ht: 24,3930 Ordered, 1,00 Ordered, 1,00 Page 4 of 10 Frame Type: .625 FLANGE Window Style: STD Size Ref: ACTUAL Height-, 37.0000 Rough Masonry: 37 1/2 X 38 Egress; 31 112 X 13 7/8 (3,028 SQFT) Does unit need to meet Turtle Code: NO Glass: 7/8" LIG (1/8 AN - 7/16 ARG -5116 ARIAN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type: ROLLFORM Vent Latch: N Lift Rail: N Lock Type;. Sweep Latch Acc. Glass Breakage: N CAR#-, 190-285/1028 NegativoDesignPressure: 60,0000 Star, 123,0000 -0 00 (:7�� � 0,�4SC)D 9,10,11 Series: 5500.0000 Unit I (Bottom Left Unit). SH5500 Unit 3: SH5500 Frame Type,, 625FLANGE Width Equal or Width: EQUAL Mull Part Selection: MULUCVRICLPS Width: 109,7500 Vertical Mull., 1.25X3.25X.625 Frame Color. White Boxing Options: N 9,10,11 Frame Type: .625FLANGE Window Style: STD Size Ref: ACTUAL Rough Masonry: 37 112 X 50 1/2 Egress., 31 1/2 X 20 1/8 (4.396 SQFT) Does unit need to meet Turtle Code: NO Glass: 718" LIG (IM AN -7116 ARG -5/18 ANIAN Argon Gas: ARGON Low E,, ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type. ROLLFORM Vent, Latch: N Lift Rail'. N Lock Type: Sweep Latch Acc, Glass Breakage; N CAR#: 190-28511028 NegativeDesignPressure: 50.000,0 ne : 123,0000 E tar: tar VT 0,48 Frame Type., .625FLANGE Window Style: STD Size Ref: ACTUAL Rough Masonry. 37 1/2 X 50 112 Egress: 31 1/2 X 20118 (4,396 SOFT) Does unit need to meet Turtle Code., NO Glass: 718" LIG (118 AN � 7/16 ARG -5/16 AN/AN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type: ROLLFORM Vent Latch: N Lift Rail: N Lock Type: Sweep Latch Acc Glass Breakage: N CARM 190-286/1028 http:llwNN,,2.e,xoquote.coinlexoquote2lReportiiigl(S(zozlsc.aet)7nitligz4nrtmtkf3))IExoReport... 4/13/2017 POsitiveDesignPressure: 50.0000 PANumber FL 1435 CondensabonResistance: 59.0000 SolarHeatGainCoeff: 0,2100 VTCOG; 0.6300 0007 SH5600 VINYL SINGLE HUNG 5500 (16-00) MULL EXTIINT COVERS & CLIP SET_ 35.75X49,SX., STD, 518" FL,W,EQUAL,7/8 LIG,CL,ARG,S13 70XL,NO GRID,SWEEP, I 816K,CMFRT LIFT HNDL,.x. Certification Type; AAMAA440 Vent Configuration: EQUAL Size Selection: CUSTOM Actual Size: 35 314 X 49 1/2 Wood Frame: 36 X 49 314 Frame Color: White Glass f=amily: Laminated Insulating Interlayer Type: PVB090 Glass Color: CLEAR Privacy Glass: NONE Screen Type; 1816 Charcoal Boxing Options: None Comfort Lift: Y WOCD: N Reinf. Upgrade: None Vent Ht- 24.3930 PositiveDesignPressure* 60,0000 PANumber: FL 1435 _-Ge' ""000' Sola ZaInCoaff:0.2100VTCOG: C),6300 Ordered: 1.00 0007 MULL MULL BARS Ordered: (17.00) ::,49,5,W,. - 6:25FLANGE,SERIES 550(),MTCHCOLMULUCVR/CLPS,2 1.00 Product Family Series: 5500.0000 Part Selection: MULUCVRICLPS Mull Bar Type-, I 26X3.25X625 Mull Clip Type: T-CLIPIT-CLIP Frame Color; W Packaging Options: N 0007 MULL MULL BARS Ordered', (18.00) 49.5,W,.625FLANGE,SERIES 5500,MTCHGOL,MULUCVRJCLPS,2 1,00 0008 SH6500 VINYL SINGLE HUNG 6500 Ordered: (2040) MULL EXTIINT COVERS a CLIP SET,., 35,75X49>5X,,STD, 5/8" 1,00 FL,W,EQUAL.718 LIQ,CL,ARG,SB 70XL,NO GRID,SWEEP, 161 6K,CMFRT LFT HNDL,.x, Certification Type: AAMAA440 Vent Configuration: EQUAL Size Selection: CUSTOM Actual Size: 35 3/4 X 49112 Wood Frame. 36 X 49 $14 Frame Color: White Glass Family; Laminated Insulating Interlayer Type: PVB090 Glass Color CLEAR Privacy Glass: NONE Screen Type: 1816 Charcoal Boxing Options, None Comfort Lift: Y NegativeDesignPressure. 50,0000 EnergyStar, 123.0000 UF: 0.2900 VT: 0.4800 9,10,11 Frame Type:.625FLANGE Window Style: STD Size Ref; ACTUAL Rough Masonry: 37 112 X 60 112 Egress: 31 1/2 X 20 1/8 (4.396 SOFT) Does unit need to meet Turtle Code: NO Glass: 718" LIG (116 AN - 7116 ARG -5t16 AN/AN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type-, NO Grid Screen Frame Type; ROLLFORM Vent Latch: N Lt Rail. IN Lock Type: Sweep Latch Acc Glass Breakage: N CAR#: 190-28511028 NegativeDesignPressure: 50.0000 . 9DD1gyZ1.ar. 123,0000 /---UF: 0,290T—-, 11,4�8110� 9,10,11 Certification Type., AAMA Frame Type: .625FLANGE Mull Clip Qty' 2,0000 Size Selection-, CUSTOM Assembly Options: MTCHCOL 9,10,11 Certification Type. AAMA Frame Type: .625FLANGE Mull Clip Qty: 2,0000 Size Selection: CUSTOM Assembly Options: MTCHCOL 12,13,14 Series: 5500,0000 Unit I (8oftom Left Unit): SH5500 Unit 3; SH5500 Frame Type: 625FLANGE Width Equal or Width- EQUAL Mull Part Selection: MULIJCVR/CLPS Width: 109.7600 Vertical Mull: 1.25X3.25X.625 Frame Color: White Boxing Options: IN 12,13,114 Frame Type: .625FLANGE Window Style- STD Size Ref., ACTUAL Rough Masonry, 37 1/2 X 501/2 Egress: 31 112 X 20 1/8 (4,396 SQFT) Does unit need to meet Turtle Code: NO Glass: 718" LIG (1/8 AN - 7116 ARG -5/16 ANIAN Argon Gas: ARGON Low E, ENERGY SHIELD MAX Grid Type; NO Grid Screen Frame Type-, ROLLFORM Vent Latch: N Lift Rail: N http://wNv2,exoquote.r,om/exoq-u.ote2/Reportincr-/ S(zozlscaefvmthgz4rvtmtkf3))/ExoR�,.poit.., 4/13/2017 .tl( 117 Product Family Series. 5500,0000 Part Selection: MULLJCVR/GLPS Mull Bar Type: 1.26X3,26X.625 Mull Clip Type: T-CLIPIT-CLIP Frame Color. W Packaging Options, N 0008 MULTI -PART MULTI -PART UNITS Ordered: (19,00) 109,75X49.5X-,5500,TR,MTCH COL,W,,625FLANGE,EQUAL 1.00 BEGIN MODEL SET Combination Configuration. TR Unit 2. SH5500 Continuous 6hape Multi -Part: N Assembly Options: MTCHCOL Send Mut (s): Y .......... .... Size Slection: ACTUAL Height, 49.5000 Vertical Mull (2):1,25X3.26X,625 Glass Color: CL 0008 SH6500 VINYL SINGLE HUNG 6500 Ordered: (2040) MULL EXTIINT COVERS a CLIP SET,., 35,75X49>5X,,STD, 5/8" 1,00 FL,W,EQUAL.718 LIQ,CL,ARG,SB 70XL,NO GRID,SWEEP, 161 6K,CMFRT LFT HNDL,.x, Certification Type: AAMAA440 Vent Configuration: EQUAL Size Selection: CUSTOM Actual Size: 35 3/4 X 49112 Wood Frame. 36 X 49 $14 Frame Color: White Glass Family; Laminated Insulating Interlayer Type: PVB090 Glass Color CLEAR Privacy Glass: NONE Screen Type: 1816 Charcoal Boxing Options, None Comfort Lift: Y NegativeDesignPressure. 50,0000 EnergyStar, 123.0000 UF: 0.2900 VT: 0.4800 9,10,11 Frame Type:.625FLANGE Window Style: STD Size Ref; ACTUAL Rough Masonry: 37 112 X 60 112 Egress: 31 1/2 X 20 1/8 (4.396 SOFT) Does unit need to meet Turtle Code: NO Glass: 718" LIG (116 AN - 7116 ARG -5t16 AN/AN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type-, NO Grid Screen Frame Type; ROLLFORM Vent Latch: N Lt Rail. IN Lock Type: Sweep Latch Acc Glass Breakage: N CAR#: 190-28511028 NegativeDesignPressure: 50.0000 . 9DD1gyZ1.ar. 123,0000 /---UF: 0,290T—-, 11,4�8110� 9,10,11 Certification Type., AAMA Frame Type: .625FLANGE Mull Clip Qty' 2,0000 Size Selection-, CUSTOM Assembly Options: MTCHCOL 9,10,11 Certification Type. AAMA Frame Type: .625FLANGE Mull Clip Qty: 2,0000 Size Selection: CUSTOM Assembly Options: MTCHCOL 12,13,14 Series: 5500,0000 Unit I (8oftom Left Unit): SH5500 Unit 3; SH5500 Frame Type: 625FLANGE Width Equal or Width- EQUAL Mull Part Selection: MULIJCVR/CLPS Width: 109.7600 Vertical Mull: 1.25X3.25X.625 Frame Color: White Boxing Options: IN 12,13,114 Frame Type: .625FLANGE Window Style- STD Size Ref., ACTUAL Rough Masonry, 37 1/2 X 501/2 Egress: 31 112 X 20 1/8 (4,396 SQFT) Does unit need to meet Turtle Code: NO Glass: 718" LIG (1/8 AN - 7116 ARG -5/16 ANIAN Argon Gas: ARGON Low E, ENERGY SHIELD MAX Grid Type; NO Grid Screen Frame Type-, ROLLFORM Vent Latch: N Lift Rail: N http://wNv2,exoquote.r,om/exoq-u.ote2/Reportincr-/ S(zozlscaefvmthgz4rvtmtkf3))/ExoR�,.poit.., 4/13/2017 .tl( 117 WDCD: N Reinf. Upgrade: None Vent Ht: 24.393D PositiveDesign Pressure', 50.0000 PANumber FL 1435 CondensaflonResistance, 59,0000 Solarl-teaiGaInCoeff: 0,21oD VTCOG: 0,6300 0008 SH6600 VINYL SINGLE HUNG 5500 Ordered: (21.00) *. MULL EXTIINT COVERS & CLIP SET,., 35,75X0,5X.,STD,6/8" 1.00 FL,W,EQUAL,7/8 LfG,CL,ARG,SB 70XL,NO GRID,SWEEP,1616K,CMFRT LFT HNDL,,x. Certification Type: AAMAA440 Vent Configuration: EQUAL Size Selection: CUSTOM Actual Size: 35 3/4 X 49 1/2 Wood Frame: 36 X.49 3/4 Frame Color: While Glass Family: Laminated Insulating Interlayer Type: PVBQqo Glass Color. CLEAR Privacy Glass., NONE Screen Type: 1816 Charcoal Boxing Options: None Comfort Lift: Y WOCD; N Reinf, Upgrade; None Vent Ht: 24,3930 PositiveDesignPressure: 50. DODO PANumber: FL 1435 nsAf*mResi,31" jljr9.000c) (:!So1!arHeatGaInCoefi`. 0.2100 VTCOG' 0.6300 0008 SH6600 VINYL SINGLE HUNG $500 Ordered: (22.0) MULL EXTIINT COVERS & CLIP SET,.,35.75X49.5X,,STD,518` 1,00 FL,W,EQUAL,7/8 LIG.CLARG,SB 70XL,NO GRID,SWEEP,18161,,CMF.RT LFT HNDI_.x. Certification Type-, AAMAA440 Vent Configuration, EQUAL Size, Selection: CUSTOM Actual Size; 35 314 X 49 112 Wood Frame: 36 X 49 314 Frame Color White Glass Family: Laminated Insulating Inledayer Type: PVB090 Glass Color., CLEAR Privacy Glass: NONE Screen Type: 1816 Charcoal Boxing Options: None Comfort Lift: Y WOOD: N Reirtf, Upgrade: None Vent M: 24.3930 PositiveDesignPressure: 50.0000 PANumber, FL 1435 79 -00"0 )IirH:a12InCoeff: 0.2100!r 0.6300 0008 MULL MULL BARS Orderer}: (23.00) .,49,5,W,6251`LANGE, SERIES 5600,MTCHCOL,MULUCVPICLPS,2 1.00 Product Family Series,* $500,0000 Part Selection: MULUCVR/CLPS Mull Bar Type; 1,25X3.25X.625 Mull Clip Type. T-CLjP/T­CLfP Frame Color. W Packaging Options, N 0008 MULL MULL BARS Ordered: (24.00) 49,5,W,625FLANGE,SERIES $500,MTCHOOL,MUJ-UCVR/CLPS,2 1,00 Product Family Series., 5500.0000 Part Selection: MULL/CVR/CLP3 Mull Bar Type, 1,26X3,25X.628 Mull Clip Type: T-CLIPIT-CUP Frame Color: W Packaging Options: N 0009 MULn-PART MULTI -PART UNITS Ordered: (25.00) 73.X49,5X.,5500,TWMTCH COL,W,.625FLANGE,EQUAL 1.00 Page 6 of 10 Lock Type: Sweep Latch Acc Glass Breakage, N CARt, 190-28511028 NegafiveDesignPressure^ 50,0000 EnergyStar: 123,0000 UF: 0.2goo VT; 0,4800 END MODEL SET amm- Frame Type, 625FLANGE Window Style: STD Size Ref: ACTUAL Rough Masonry: 37 1/2 X 50 112 Egress: 31 1/2 X 20 118 (4.396 SQFT) Does unit need to meet Turtle Code: No Glass: 71811 LIG (1/8 AN - 7116 ARG .5116 ANIAN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type; NO Grid Screen Frame Type: ROLLFORM Vent Latch'. N Lift Rail: N Loc* Type,. Sweep Latch Am Glass Breakage: N CAR#: 190-285/1028 NegativeDesignPressure., 50,0000 i-, 123.0000 F: 0,29 VT: 0.4800 12,13,14 Frame Type: .625FLANGE Window Style-, STD Size Ref: ACTUAL Rough Masonry: 37 112 X 50 1/2 Egress: 31 112 X 20 1/8 (4,396 SQFT) Does unit need to meet Turtle Code. NO Glass., 718" UG (1/8 AN -7/16 ARG -5/16 AN/AN Argon Gas: ARGON Low M ENERGY SHIELD MAX Grid Type; NO Grid Screen Frame Type: ROLLFORM Vent Latch: N LIN Rail: N Lock Type: Sweep Latch Am Glass Breakage-, N CAR#: 190-285/1028 NegafiveDesignPressure: 50.0000 12-3,0000 UF: 0,206� VT, 04101 12,13,14 Certftat.1011 Type: AAMA Frame Type..626FLANGE Mull Clip Qty: 2,0000 Size Selediori: CUSTOM Assembly Options., MTCHCOL 12,13,14 Certification Type., AAMA Frame Type:.625FLANGE Mull Clip Qty" 2,0000 Size Selection: CUSTOM Assembly Options: MTCHCOL http:llcvw2,exoquote.comlexoquote2l.Re-portingl(S(zozlscaety.mthRz4nrtm.tkt3))iE.,xol�eport... 4/13/2017 Page 7 of 10 0009 SH6600 VINYL SINGLE HUNG 5500 (26-00) MULL EXT/1111T COVERS & CLIP SET_35,B75X49,5X.,STD,5/8" FL,WEQUAL,718 LiG,CLARG,SS 70XL,NO GRID,SWEEP, I 816K,CMFRT LFT HNDL,.x. Certification Type: AAMAA440 Vent Configuration: EQUAL Size Selection: CUSTOM Actual Size: 35 7/B X 49 112 Wood Frame: 36 118 X 49 3/4 Frame Color-, White Glass Family: Laminated Insulating Intedayer Type: PVB090 Glass Color CLEAR Privacy Glass: NONE Screen Type: 1816 Charcoal Boxing Options, None Comfort Lift: Y WOCD, N ReInf, Upgrade: None Vent Ht: 24.3930 PositiveDesignPressure: 50,000o PANumber. FL 1435 en'= :5 9*0111 Sol:rFe,GlinCoeff: (,210�0G0,6300 0009 $146600 VINYL SINGLE HUNG 5500 (27.00) MULL EXT/INT COVERS& CLIP SET_ 36. 87SX49.5X., STD,518" FLAEQUAL,7/8 LIG,CL,ARG,St3 70XL,NO GRID,SWEEP,1816K,CMFRT LFT HNDL,.x, Certification Type; AAMAA440 Vent Configuration: EQUAL Size Selection: CUSTOM Actual Size: 35 718 X 49 112 Wood Frame: 36 1/8 X 49 3/4 Frame Color: While Glass Family: Laminated Insulating Interlayer Type: PV8090 Glass Color: CLEAR Privacy Glass: NONE Screen Type; 1816 Charcoal Boxing Options: None Comfort Lift: Y WOCD, N Reinf, Upgrade: None Vent Ht 24,3930 PositiveDesignPressure., 50.0000 PANumber. FL 1435 ens �()i�9.0000 _�SolItGaInCole-tr 0.2100 arHea ff: 0.2 Ordarod: 1,00 Ordered', 1,00 0009 MULL MULL BARS Ordered: (28,00) 49.5^.625FLANGE,SERIES 5$00,MTCHCOLMULL/r-VR/CLPS,2 I.00 Product Family Series: 5500,0000 Part Selection; MULUCVR/CLPS Mull Bar Type: 1,25X3,25X,625 Mull Clip Type: T-CLIPIT-CLIP Frame Color. W Packaging Options: N 0010 SH5600 VINYL SINGLE HUNG 5500 Ordered: (29,00) ,,3575X37.X.,STD,518'1 FL.WEQUAL,7/8 LIG,CL,ARG,SS 70XL,No 1,00 GRID, SWEEP, 181 6K, CMFRT LFT HNDL,.x, Certification Type, AAMAA440 Vent Configuration: EQUAL Size Selection- CUSTOM Width: 35 3/4 Actual Size: 35 314 X 37 Wood Frame; 36 X 37 114 Frame Color White Glass Family: Laminated Insulating 16,16 Frame Type-, .525FLANGF Window Style: STD Size Ref: ACTUAL Rough Masonry: 37 6/8 X 50 1/2 Egress: 31 518 X 20 1/8 (4.413 SQFT) Does unit need to meet Turtle Code: NO Glass: 7/8" LIG (118 AN - 7116 ARG -5/16 ANIAN Argon Gas: ARGON Low E. ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type: ROLLFORM Vent Latch: N Lift Rail: N Lock Type: Sweep Latch Acc. Glass Breakage: N CARM 190-285/1028 NegativeDesignPressure: 50.DOD0 (Tr5 00 15,16 Frame Type-625FLANCE Window Style, STD Size Ref: ACTUAL Rough Masonry: 37 5/8 X 50 1/2 Egress: 31 518 X 20 116 (4A13 SQFT) Does unit need to meet Turtle Code., NO Glass-, 7/8" LIG (1/8 AN - 7116 ARG -5116 ANIAN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type, NO Grid Screen Frame Type: ROLLFORM Vent Latch: N Lift Rail; N Lock Type: Sweep Latch Arc Gass Breakage: N CARM 190-285/1028 NegativeDesignPressure: 50.0000 """')00 4"a� U -0 2900 7VF. O�'4800 Certification Type: HAMA Frame Type: .625FLANG5 Mull Clip Qty: 2,0000 Size Selection: CUSTOM Assembly Options: MTCHCOL END MODEL SET 18 Frame Type:.625FLANGE Window Style-, STD Size Ref., ACTUAL Height: 37.0000 Rough Masonry: 37 1/2 X 38 Egress: 31112 X 13 7/8 (3,028 SQFT) Does unit need to meet Turtle Code: NO Glass: 718" LIG (1/8 AN - 7/16 ARG -5/16 ANIAN http:llw-,,N72.exoquote.coi-nlexoq:uote2lRepoi-tingl(S(zozlscae-�rinthgz4i-vtiiitkf3))tEx,oReport... 4/13/,2017 4Z) BEGIN MODEL SET 025' Series: 5500,0000 Combination Configuration: TW Unit I (Bottom Left Unit): SH5500 Unit 2, SH5500 Continuous Shape Multi -Part: N Frame Type: .625FLANGE Assembly Options: MTCHCOL Width Equal or Width: EQUAL Send Muil(s)-, Y Mull Part Selection: MULUGVR/CLPS Size Slection: ACTUAL Width: 73,0000 Height: 49,5000 Vertical Mull: 1.25X3,25X.625 Frame Color: Mite Glass Color: CL Boxing Options: N 0009 SH6600 VINYL SINGLE HUNG 5500 (26-00) MULL EXT/1111T COVERS & CLIP SET_35,B75X49,5X.,STD,5/8" FL,WEQUAL,718 LiG,CLARG,SS 70XL,NO GRID,SWEEP, I 816K,CMFRT LFT HNDL,.x. Certification Type: AAMAA440 Vent Configuration: EQUAL Size Selection: CUSTOM Actual Size: 35 7/B X 49 112 Wood Frame: 36 118 X 49 3/4 Frame Color-, White Glass Family: Laminated Insulating Intedayer Type: PVB090 Glass Color CLEAR Privacy Glass: NONE Screen Type: 1816 Charcoal Boxing Options, None Comfort Lift: Y WOCD, N ReInf, Upgrade: None Vent Ht: 24.3930 PositiveDesignPressure: 50,000o PANumber. FL 1435 en'= :5 9*0111 Sol:rFe,GlinCoeff: (,210�0G0,6300 0009 $146600 VINYL SINGLE HUNG 5500 (27.00) MULL EXT/INT COVERS& CLIP SET_ 36. 87SX49.5X., STD,518" FLAEQUAL,7/8 LIG,CL,ARG,St3 70XL,NO GRID,SWEEP,1816K,CMFRT LFT HNDL,.x, Certification Type; AAMAA440 Vent Configuration: EQUAL Size Selection: CUSTOM Actual Size: 35 718 X 49 112 Wood Frame: 36 1/8 X 49 3/4 Frame Color: While Glass Family: Laminated Insulating Interlayer Type: PV8090 Glass Color: CLEAR Privacy Glass: NONE Screen Type; 1816 Charcoal Boxing Options: None Comfort Lift: Y WOCD, N Reinf, Upgrade: None Vent Ht 24,3930 PositiveDesignPressure., 50.0000 PANumber. FL 1435 ens �()i�9.0000 _�SolItGaInCole-tr 0.2100 arHea ff: 0.2 Ordarod: 1,00 Ordered', 1,00 0009 MULL MULL BARS Ordered: (28,00) 49.5^.625FLANGE,SERIES 5$00,MTCHCOLMULL/r-VR/CLPS,2 I.00 Product Family Series: 5500,0000 Part Selection; MULUCVR/CLPS Mull Bar Type: 1,25X3,25X,625 Mull Clip Type: T-CLIPIT-CLIP Frame Color. W Packaging Options: N 0010 SH5600 VINYL SINGLE HUNG 5500 Ordered: (29,00) ,,3575X37.X.,STD,518'1 FL.WEQUAL,7/8 LIG,CL,ARG,SS 70XL,No 1,00 GRID, SWEEP, 181 6K, CMFRT LFT HNDL,.x, Certification Type, AAMAA440 Vent Configuration: EQUAL Size Selection- CUSTOM Width: 35 3/4 Actual Size: 35 314 X 37 Wood Frame; 36 X 37 114 Frame Color White Glass Family: Laminated Insulating 16,16 Frame Type-, .525FLANGF Window Style: STD Size Ref: ACTUAL Rough Masonry: 37 6/8 X 50 1/2 Egress: 31 518 X 20 1/8 (4.413 SQFT) Does unit need to meet Turtle Code: NO Glass: 7/8" LIG (118 AN - 7116 ARG -5/16 ANIAN Argon Gas: ARGON Low E. ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type: ROLLFORM Vent Latch: N Lift Rail: N Lock Type: Sweep Latch Acc. Glass Breakage: N CARM 190-285/1028 NegativeDesignPressure: 50.DOD0 (Tr5 00 15,16 Frame Type-625FLANCE Window Style, STD Size Ref: ACTUAL Rough Masonry: 37 5/8 X 50 1/2 Egress: 31 518 X 20 116 (4A13 SQFT) Does unit need to meet Turtle Code., NO Glass-, 7/8" LIG (1/8 AN - 7116 ARG -5116 ANIAN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type, NO Grid Screen Frame Type: ROLLFORM Vent Latch: N Lift Rail; N Lock Type: Sweep Latch Arc Gass Breakage: N CARM 190-285/1028 NegativeDesignPressure: 50.0000 """')00 4"a� U -0 2900 7VF. O�'4800 Certification Type: HAMA Frame Type: .625FLANG5 Mull Clip Qty: 2,0000 Size Selection: CUSTOM Assembly Options: MTCHCOL END MODEL SET 18 Frame Type:.625FLANGE Window Style-, STD Size Ref., ACTUAL Height: 37.0000 Rough Masonry: 37 1/2 X 38 Egress: 31112 X 13 7/8 (3,028 SQFT) Does unit need to meet Turtle Code: NO Glass: 718" LIG (1/8 AN - 7/16 ARG -5/16 ANIAN http:llw-,,N72.exoquote.coi-nlexoq:uote2lRepoi-tingl(S(zozlscae-�rinthgz4i-vtiiitkf3))tEx,oReport... 4/13/,2017 4Z) 0011 SH5500 VINYL SINGLE HUNG 5500 Ordered; (30.00) ,,35,75X36.X„STD,518” FL,W,EQUAL,7/8 LIG,C-L,ARG,SB 70XL,NO 1.00 GRID,SWEEP,i816K,CMFRT LFT HNDL„x. Interlayer Type; PVB090 21 Glass Color: CLEAR 1.00 Privacy Glass: NONE 70XL,W ILYR,NO GRID,SWEEP,1816K,CMFRT LFT HNDL,,x. Screen Type: 1816 Charcoal i f= Boxing Options: None Comfort Lift.: Y Vent Configuration: EQUAL WOOD: N Window Style: STD Reinf, Upgrade: None Vent Ht: 18.1430 Width: 17 3/4 PosiiiveDesi gnP ressure: 50,0000 Height: 24 3/4 PANumber: FL 1435 Sati onResl stance: 59.0000 ... = Wood Frame: 18 X 25 SolarHeatG ai nCoeff: 0, 27 o 0.6300 0011 SH5500 VINYL SINGLE HUNG 5500 Ordered; (30.00) ,,35,75X36.X„STD,518” FL,W,EQUAL,7/8 LIG,C-L,ARG,SB 70XL,NO 1.00 GRID,SWEEP,i816K,CMFRT LFT HNDL„x. Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type: ROLLFORM Vent Latch: N Lift Rail: N Lock Type: Sweep Latctr Ace Glass Breakage: N CARM 190-28511028 NegativeDesignP ressure: 50,0000 nO4 123,0000 20 Page, 8 of 10 Frame Type:.625FLANGE Window Style: STD Size Ref: ACTUAL Height: 36,0000 Rough Masonry: 37 112 X 37 Egress: 31 112 X 13 318 (2.919 SQFT) Does unit need to meet Turtle Code: NO Glass; 718” LIG (118 AN - 7116 ARG -5116 AN/AN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type: ROLLFORM Vent Latch: N Lift Rail: N Lock Type: Sweep Latch Aec Glass Breakage: N CAR* 190-28511028 Neg ativeDesi g nPressure: 50,0000 ar: 123-0000 UF: 0.2900 VT; 0.4800 0012 SH6500 VINYL SINGLE HUNG 5500 Certification Type: AAMAA440 21 Vent Configuration: EQUAL 1.00 Size Selection: CUSTOM 70XL,W ILYR,NO GRID,SWEEP,1816K,CMFRT LFT HNDL,,x. Width: 35 314 i f= Actual Size: 35 314 X 36 Wood Frame: 36 X 36 114 Vent Configuration: EQUAL Frame Color, White Window Style: STD Glass Family; Laminated Insulating Interlayer Type; PVB090 Width: 17 3/4 Glass Color; CLEAR Height: 24 3/4 Privacy Glass: NONE Screen Type: 1316 Charcoal ... = Wood Frame: 18 X 25 Boxing Options: None Egress: 13 112 X 7 314 (0,724 SOFT) Comfort Lift; Y WOCU; N Glass Family; Laminated Insulating Reinf, Upgrade: None Glass: 718" LIG (118 AN - 7116 ARG -5/16 AN/AN Vent Ht: 17,6430 PositiveDesignPre ssure: 50,0000 Glass Color: CLEAR PANumber: FL 1435 love E: ENERGY SHIELD MAX nsait: :59 0000 esff : C0,20 !VdT&0�­G.GsinR Grid Type; NO Grid 0-6300 Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type: ROLLFORM Vent Latch: N Lift Rail: N Lock Type: Sweep Latctr Ace Glass Breakage: N CARM 190-28511028 NegativeDesignP ressure: 50,0000 nO4 123,0000 20 Page, 8 of 10 Frame Type:.625FLANGE Window Style: STD Size Ref: ACTUAL Height: 36,0000 Rough Masonry: 37 112 X 37 Egress: 31 112 X 13 318 (2.919 SQFT) Does unit need to meet Turtle Code: NO Glass; 718” LIG (118 AN - 7116 ARG -5116 AN/AN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type: ROLLFORM Vent Latch: N Lift Rail: N Lock Type: Sweep Latch Aec Glass Breakage: N CAR* 190-28511028 Neg ativeDesi g nPressure: 50,0000 ar: 123-0000 UF: 0.2900 VT; 0.4800 0012 SH6500 VINYL SINGLE HUNG 5500 Ordered: 21 (31.00) .,17.75X24.75X„STD,518” FL,W,EQUAL,7/6 LIG,CL,ARG,SB 1.00 70XL,W ILYR,NO GRID,SWEEP,1816K,CMFRT LFT HNDL,,x. Certification Type: AAMAA440 Frame Type..625FLANGE Vent Configuration: EQUAL Window Style: STD Size Selection: CUSTOM Size Ref: ACTUAL Width: 17 3/4 Height: 24 3/4 Actual Site:17 314 X 24 314 Rough Masonry: 13112 X 25 314 ... = Wood Frame: 18 X 25 Egress: 13 112 X 7 314 (0,724 SOFT) Frame Color. White Does unit need to meet Turtle Code; NO Glass Family; Laminated Insulating Glass: 718" LIG (118 AN - 7116 ARG -5/16 AN/AN Interlayer Type: PV8090 Argon Gas: ARGON Glass Color: CLEAR love E: ENERGY SHIELD MAX Privacy Glass: WHITE Privacy Glass Location: UNIT Grid Type; NO Grid Screen Type: 1816 Charcoal Screen Frame Type: ROLLFORM Boxing Options: None Vent Latch: N Comfort Lift; Y Lift Rail; N WOCD: N Lock Type: Sweep Latch Reinf, Upgrade: None Are Glass Breakage: N Vent Ht: 12,0180 CAR* 19D-285/1028 PositiveDesignPressure: 50.0000 NegativeDesignPressure: 50,000 PANumber: FL 1435 23,11000 satanReslstance 59,0000 UF: 0,2900 rSarHatGainCoefifiTOCVT: 0.4800 ; 0.6300 0013 MULTI -PART MULTI -PART UNITS -Ordered; 22,23 {32.D0) 72,5X37.X„5500,TW,MTCH COL,W,.625FLANGE,EQUAL 1,00 BEGIN MODEL SET 032:......,.,.. ................. Series: 5500.0000 Combination Configuration: TW Unit 1 (Bottom Left Unit): SH5500 -.:-._.11<:°> -:: Unit 2: SH5500 Continuous Shape Multi -Part: N Frame Type:.625FLANGE Assembly Options: MTCHCOL %:z:;:• : '_ << `. `Width Equal or Width: EQUAL j✓.v,Y`.-.'...Y.y,_ Send Mull(s): Y 'T'j y_?.(,�... Mull Part Selection: MULUCVR/CLPS Size Slectlon: ACTUAL Width: 72,6000 Height: 37,0000 Vertical Mull; 1.25X3.25X,625 Frame Color, White Glass Color: CL Boxing Options: N 0043 $H5500 VINYL SINGLE HUNG 3500 Ordered; 22,23 (33,00) MULL EXTIINT COVERS & CLIP SET.,35,625X37.X,,STD,5/8” 1.00 FL,W,EQUAL,718 LIG,CL,ARG,SS 70XL,No GRID,SWEEP,1816K,CMFRT LFT HNDL,.x. http ./1Nvv2,exoquote.coed/exaquote2/R.eporting/(S(zozlscae-tymthgz4�tkf3))I.ExoR.eport... 4/1312017 Certification Type: AAMAA4.40 Vent Configuration: EQUAL Size Selecllon: CUSTOM Actual Size: 35 5/8 X 37 Wood Frame: 35 718 X 37 1/4 Frame Color White Glass Family, Laminated Insulating Interlayer Type: PV8090 Glass Color'. CLEAR Privacy Glass: NONE Screen Type: 1816 Charcoal Boxing Options. None Comfort Lift; Y WOCD: N Reinf, Upgrade'. None Vent Ht: 18.1430 PositiveDesignPressure: 50,0000 PANumber: FL 1435 en SoICZ4rGaIn C o -0.2 OC OG. 0.63Co 0013 SH6500 VINYL SINGLE HUNG 5500 (34.00) MULL EXTANT COVERS a CLIP SET,36,626X37,X.,STD,5/81' FL,W,EQUAL,718 LIG,CL,ARG,SS 70XL,NO GRID,SWEEP,1816K,CMFRT LFT HNDI-.x. Certification Type-, AAMAA440 Vent Configuration: EQUAL Size Selection: CUSTOM Actual Size: 35 5/8 X 37 Wood Frame: 36 7/8 X 37 114 Frame Color. White Glass Family: Laminated Insulating Interlayer Type: PV8090 Glass Color-, CLEAR Privacy Glass. NONE Screen Type, 1816 Charcoal Boxing Options; None Comfort Lift: Y WOCD. N Reinf, Upgrade: None Vent Ht: 16,1430 PositiveD,esignPressure. 50.0000 PANumber FL 1435 CondensationResistance: 59.0000 Solai­HeatGaInCoeff: 0.2100 VTCOG: 0,6300 Pagt 9 of 10 Frame Type: .625FLANGE Window Style: STD Size Ref, ACTUAL Rough Masonry: 37 3/8 X 38 Egress: 31 $18 X 13 7/8 (3,016 SQFT) Does unit need to meet Turtle Code. NO Glass: 718" LIG (1/8 AN - 7/16 ARG 6116 AN/AN Argon Gas'. ARGON Low E: ENERGY SHIELD MAX Grid Type- NO Grid Screen Frame Type: ROLLFORM Vent Latch, N Lift Rail: N Lock Type: Sweep Latch Acc Glass Breakage. N CAR#; 190-286/1028 NegativeDesignPressure; 60,0000 c' """'00 (U .0. 2900 fVT:0 480() Ordered: 1,00 0013 MULL MULL BARS Ordered: (36-00) :,37,W,625FLANGE,SERIE$ 5500,MTCHCOL,MULL1CVRJCLPS,2 1,00 Product Family Series: 5500.0000 Part Selection: MULL/CVR/CLPS Mull Bar Type: 1.25X3,25X,625 Mull Clip Type: T-CLIPIT-CLIP Frame Color W Packaging Options: N 0014 MULTIPART MULTI -PART UNITS Ordered; (3$.00) 72J5X37.X,.5500,TW,MTCH C(DL,W,625FLANGE,EQUAL 1,00 BEGIN MODEL SET 036: Combination Corgiguration. TW .0014 SH6600 VINYL SINGLE HUNG 5600 Ordered-, .(37,00) MULL EXT/INT COVERS & CLIP SET,.,35,76X37.X,STD,5/6' 1,00 FL,W,EQUAL,7/8 LIG,CL,ARG,SB 70XL,NO GRID,SWEEP,1816K,CMFRT LFT HNDL,.x, Certification Type. AAMAA440 Vent Configuration: EQUAL Size Selection, CUSTOM Actual Size: 35 3/4 X 37 Wood Frame: 36 X 37 114 Frame Color: VVhfte Glass Family: Laminated Insulating Interlayer Type: PVB090 Glass Color: CLEAR 22,23 Frame Type: 625PLANGE Window Style, STD Size Ref; ACTUAL Rough Masonry: 37 318 X 38 Egress: 31 318 X 13 7/8 (3,016 SQFT) Does unit need to meet Turtle Code: NO Glass: 7/8" LIG (11$ AN - 7/16 ARG .5116 AN/AN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type,. ROLLFORM, Vent Latch: N Lift Rail, N Lock Type: Sweep Latch Aoo Glass Breakage: N CARM 190-28611028 NegativeDesignPressure, 50,0000 EnergyStan 123.0000 UF: 0,2900 VT, 0,4800 22,23 Certification Type: AAMA Frame Type: .625FLANGE Mull Clip Qty: 2.0000 Size Selection; CUSTOM Assembly Options: MTCHCOL END MODEL SET 032: 24,26 Series: 5500.6000 Unit I (Bottom Left Unit): SH5500 Continuous Shape Multi -Part, N Assembly Options: MTCHCOL Send Mull(s): Y Size Slection: ACTUAL Height', 37,0000 Frame Color. White Boxing Options: N 24,25 Frame Type: .625FLANGE Window Style: STD Size Ref ACTUAL Rough Masonry: 37 112 X 38 Egress: 31 112 X 13 718 (3,028 SOFT) Does unit need to meet Turtle Code: NO Glass: 718*'LIG (1/8 AN -7/16 ARG -5/16 AN/AN Argon Gas., ARGON Low E: ENERGY SHIELD MAX b.ttp.-Ilww2,ex-.oquote,comlexoquote2lReportingl(S(zozlscaetvmthgz4rNrtmtk,f-3))IE,xoReport,.. 4/13/2017 Unit 2, SH5500 Frame Type: 626FLANGE Width Equal Or Width: EQUAL Mull Part Selection: MULUCVPJCLPS Width: 72.7500 Vertical MUIF 1.25X125X625 Glass Color: CL .0014 SH6600 VINYL SINGLE HUNG 5600 Ordered-, .(37,00) MULL EXT/INT COVERS & CLIP SET,.,35,76X37.X,STD,5/6' 1,00 FL,W,EQUAL,7/8 LIG,CL,ARG,SB 70XL,NO GRID,SWEEP,1816K,CMFRT LFT HNDL,.x, Certification Type. AAMAA440 Vent Configuration: EQUAL Size Selection, CUSTOM Actual Size: 35 3/4 X 37 Wood Frame: 36 X 37 114 Frame Color: VVhfte Glass Family: Laminated Insulating Interlayer Type: PVB090 Glass Color: CLEAR 22,23 Frame Type: 625PLANGE Window Style, STD Size Ref; ACTUAL Rough Masonry: 37 318 X 38 Egress: 31 318 X 13 7/8 (3,016 SQFT) Does unit need to meet Turtle Code: NO Glass: 7/8" LIG (11$ AN - 7/16 ARG .5116 AN/AN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type,. ROLLFORM, Vent Latch: N Lift Rail, N Lock Type: Sweep Latch Aoo Glass Breakage: N CARM 190-28611028 NegativeDesignPressure, 50,0000 EnergyStan 123.0000 UF: 0,2900 VT, 0,4800 22,23 Certification Type: AAMA Frame Type: .625FLANGE Mull Clip Qty: 2.0000 Size Selection; CUSTOM Assembly Options: MTCHCOL END MODEL SET 032: 24,26 Series: 5500.6000 Unit I (Bottom Left Unit): SH5500 Continuous Shape Multi -Part, N Assembly Options: MTCHCOL Send Mull(s): Y Size Slection: ACTUAL Height', 37,0000 Frame Color. White Boxing Options: N 24,25 Frame Type: .625FLANGE Window Style: STD Size Ref ACTUAL Rough Masonry: 37 112 X 38 Egress: 31 112 X 13 718 (3,028 SOFT) Does unit need to meet Turtle Code: NO Glass: 718*'LIG (1/8 AN -7/16 ARG -5/16 AN/AN Argon Gas., ARGON Low E: ENERGY SHIELD MAX b.ttp.-Ilww2,ex-.oquote,comlexoquote2lReportingl(S(zozlscaetvmthgz4rNrtmtk,f-3))IE,xoReport,.. 4/13/2017 Privacy Glass: NONE Screen Type: 1816 Charcoal Boxing Options: None Comfort Lift: Y WOCD: N Reinf. Upgrade: None Vent HL 18,1430 PositiveDesig nPressu re: 50,0000 PANumber: FL 1435 sat ance; 59,0000 S olarHe atGai n Coeff: 0, 2 VTCOG: 0,6300 0014 SH550p VINYL SINGLE HUNG 5500 (38.00) MULL EXTIINT COVERS & CLIP SET,,,35.75X37.X.,STD,5/8" FL,W,EQUAL,7/8 LIG,CL,ARG,SB 70XL,NO GRID,SWEEP,1816K,CMFRT LFT HNDL,,x. Certification Type: AAMAA440 Vent Configuration: EQUAL Size Selection: CUSTOM Actual Size: 35 314 X 37 Woad Frame: 36 X 37 114 Frame Color. White Glass Family: Laminated Insulating Interlayer Type: PVB090 Glass Color: CLEAR Privacy Glass; NONE Screen Type: 1816 Charcoal Boxing Options: None Comfort Lift; Y WOCD: N Reinf. Upgrade: None Vent Ht: 18,1430 PosiUveDesignPressu re: 50,0000 PANumber: FL 1435 densatian ,0440 5olar�Gojno0VTCO Ordered: 1.00 0014 MULL MULL BARS Ordered: (39.00) ,37.,W,.626FLANGE,SERI ES 5500,MTCHCOL,MULL/CVR/CLPS,2 1,00 Product Family Series: 5500,0000 Part Selection: MULL/CVR/CLPS Mull Bar Type: 1>25X3,25X,625 Mull Clip Type: T=CLIPIT-CLIP Frame Color, W Packaging Options: N PO Number: Grid Type: NO Grid Screen Frame Type: ROLLFORM Vent Latch: N Lift Rail: N Lock Type: Sweep Latch Acc Glass Breakage: N CAR#:190-28511028 NegativeDesig nPressure: 50,0000 Star; 123,0000 UF: 0,2060 VT; 0.4800 24,25 Page i.0 of 10 Frame Type: ,625FLANGE Window Style: STD Size Ref: ACTUAL Rough Masonry: 37112 X 38 Egress; 31 112 X 13 718 (3,028 SQFT) Does unit need to meet Turtle Code: NO Glass: 718" LIG (1/8 AN - 7116 ARG -5116 AN/AN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type; ROLLFORM Vent Latch: N Lift Rail: N Lock Type: Sweep Latch Acc Glass Breakage: N CARM 190-28511028 NegativeDesignPrensure: $0.00400 123.0000 UF; 0.2900 VT: 0,48 24,25 Certification Type: AAMA Frame Type: ,625FLANGE Mull Clip Qty: 2,0000 Size Selectlon: CUSTOM Assembly Options: MTCHCOL END MODEL SET 036: Print Date 4113/2017 Page 1 of 1 htfp:!/ww2,exoquote.com/exoquote2/Repo. ting/(S(zozlscaetymth.gz4rvtmtkkf'3))/ExoReport.... 4/13/2017 MIAMINDADEMIAMI-DADE COUNTY PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REIN) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 dNOT )F ACCEPTANCE ) www.miimidade.Lov/economy T Industries, Inc. 70 Technology Drive rth Venice, EL 34 COPE: 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 Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I� APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-1105,01 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 Manuel Perez, P.E. NOA No. 16-0218.03 MIAMI-DADE COUNTY Expiration Date: May 26, 2021 y 1�O Approval Date: April 14 2016 Page 1 PGT Industries, Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under 1VOA No. 10-0819.05) 2® Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, 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 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 51h Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manue a ez, P.E. Prod let Cont oI aminer NOA No. 6-0218,03 Expiration Date: May 26, 2021 Approval bate: April 14 2016 GT Industries., Inc. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. . Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT"' Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel , P.E. Product Contr 1 E miner NOA No. -0218.03 Expiration Date: May 26, 2021. Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:h NON -IMPACT OR LARGE AND SMALL 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE F MISSILE IMPACT -RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE h n 5 EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.. ......................... Iw o LL MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. -INSTRUCTIONS .................. _.......... 1 P ® 44 O ELEVATIONS ............ .... ._ ..............1 o H FIGURE 1: MULL TO 2X WOOD........_._.......... 2 o a w MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES 7O BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS MULL TO 1X MASONRY ...... _..... 2 0= O MULLIONS / INSCRIBED INSIDE HAVE BEEN TESTED AS "FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL INSTALLATION NOTES ._--------- _----- 2 SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. MULL TO MASONRY ................_..._. 3 04 1 SHEETS 2-3 SHAPE MULL TO STEEL STUD........._........ 3 CV - 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL ..............._.._..........3 6m DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 0180. THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS...._....._......._..._.. 3 U) 2—. W IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE cuPs............. _...... 4 ZO —co BAY MULL INSTALLATION .............. 4 1 X 2 X .125 MULL SPECS ............... 6 W 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE _j LU 1 X2X.375 MULL SPECS...............6 INSTRUCTIONS. 1 X 2.75 X _375 MULL SPECS .......... 7 p[ m U) \ -� 1 X 2.75 X .65 MULL SPECS ............ 8 Z SEE DETAILS I/ III ' 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126X-500 MULL SPECS_._....9 w O O ` 0 A7HRU G; / V / III \ /-� \ SEE G LS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER 4 X.376 MULL SPECS TUBE MULL SPECS 11 Z) Q (O F - SHEETS 2-3 I-- I j (n _ I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN I III _ SHEETS 2-3 1 X 4 X.375 'T' MULL SPECS........ 11 ~ PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 2 w I 1.25 X 3.186 X.265 MULL SPECS... 12 g VE 2T. �- �'� �I HPEI4IN 1.25X326X.100MULLSPECS..._13 � Ij z m Ml LL FOR 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1. 5 X 3.94 X.624 MULL SPECS.....14 LEN'TH HORIZONTAL Z >LU MULL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO_ WOOD BUCKS BY OTHERS, MUST 2 X 4 X _25 MULL SPECS................16 J Q �!Z SEE DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.25 MULL SPECS ................ 17 Q U) r SHEET 3 1.26 X 2.11 X _125 MULL SPECS.... 18 W � �- AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'X3.25 BAY MULL SPECS......... 19 Z 1- Q m o REACTIONS. 45'X 3.25 BAY MULL SPECS_._...._ 20 0 Z N ` MULLION & CLIP DIMENSIONS_.-_ 21-23 F- 7-- O O A �r FENESTRATION S) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRAOWAGGRE-GATOR NOA'S EXAMPLES 1 & 2 ....... _......... ......... 24 co � MUST BE � o 0 PRODUCTS MAY LOADING EXAMPLES ................... _.25 W BE ST BE YPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING D_ w Y MANUFACTURED CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH I, �, Z (D c� !'��! —\ BY PGT. PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 0 O < O O V l 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHL (L i Z m O s 0 /SEE DETAILS �- A-D,G,H; 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING o N HORIZONTAL SHEETS 2-3 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL -- LENGTH HORIZONTAL MULL —� LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT21 FOR THE OPENING USING THE ASCE-7 STANDARD. HORIZ. MULL LENGTH 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. MULL OPENING WIDTH r~ _..I LENGTH 1 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR(TRAPEZOIDAL". \ )' �. '1_ PROOLICT REVISED OPENING 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT-) FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING F�ml - I Orift HEIGHT - ` - THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE as complying with the FI OPENING MULL 4 FOR BuildingCode HEIGHT LENGTH �6 HORIz. ` vERr. MULLION CAPACITY (LBS/FT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN Acceptance No MULL ! MULL STEP 1). LENGTH E pi�l nDalo s l 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE By L L L -- ! REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. M1a"' �`°d"cICO°' i H SINGLE MULLION SINGLE MULLION FOPENING WIDTCR VERTICAL MULL 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ���� ( LYNN OPENING WIDTH ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �� \ON. • • • • •. • •.. <! �i� FOR VERTICAL MULL LCAPACITY IS MET. 1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7) IF THE MULLION CAPACITY (LBS/FT-) OBTAINED IN THE TABLE IS NIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FTS) FOR THE = �` ' No. 56705 FROM FIGURE 1 ABOVE. 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 SUBSTRATEW.4"STANDARDS USED: •2014 FLORIDA BUILDING ODEFBC , 5TH EDITION 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION CAPACITY (LBS/FTS) OBTAINED FOR THE MULLION SYSTEM_ THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ��•, FLORtDP•'' �j` PRODUCT ASSEMBLY. *ALUMINUM DESIGN MANUAL, ADM -2010 Sj �J •AISI-S100-07/S2-2010 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. �i /,, ,E.� FL P. 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CUP MAY BE INSTALLED BY THIS METHOD. I F.._wow� a I 4 0. I d o � a a. o e � e e d ° 4 d a EXTERIOR �G•xE' a DETAIL B: ,,—MULLION o o 0 MULION /-LMULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR o�°� w WOOD BUCK AND MASONRY AND PER SUBSTRATE, g z o (STANDARD CLIP SHOWN) ATTACHMENT BY OTHERS SEE SEE TABLES 13-168 LL MULLION SEE NOTE 1, I SHEET 1. `•' U) CV N s � ' 4 �: a v e I 2,7 -'. •� ` .' b OFFSET MULLz CLIP MAY BE Z u, SEE SHEETS EXTERIOR ° a I MIN KSI • • .' = EDGE L~l.l 21-23 FOR HOLE , d I I I CONCRETE OR CMU' I DISTANCE, I. I--- —�-I-SEE J LOCATIONS EDGEo a ' n I -.I SEE TABLES I EDGE DISTANCE 16-16B a DISTANCE o FOR WOOD scaEws r.250*MAX FOR ALL MULLIONS .a a °4 . a d • I I I FORMASONRYQ I ° ANCHORS I I SIDE VIEW ' ~ O O O Z 0 to O J o a . ° e EITHER THE STANDARD OR BUCKSTRIP AND � ' 4 �: a v e da OFFSET MULLz CLIP MAY BE MIN 2.7 KSI CONCRETE OR CMU E> Q? EXTERIOR ° a e / INSTALLED BY I— g Hxpiration Nate r a / THIS METHOD. �!% v IKZ EDGE _ Z DISTANCE a� • ' ° FOR °. d 'a ' - ii NO- 58705 ; Z` Q O> p MASONRY o ed �` y/ S \1 E OF Z < O_ z N THE OFFSET CLIP IS ANCHORS RECOMMENDEDFOR e as / / FL P•E.# 58705 I— [n h BO ..O �0 mr FIN -FRAMED a e y n WINDOWS. BUT MAY ° w _ ALSO BE USED FOR OTHER FRAME TYPES. ? Y TYP.ANCHOR TYP. ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 16.168 SEE TABLES 1B -16B EDGFJEND DISTANCE SEE TABLES EMBE'ME�t•JT - _ BUCKSTRIP �T 113-168 AND ATTACHMENT y BY OTHERS, ••� SEE NOTE 1, ._ SHEET 1. -• . SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. Z Q.. Z O O am O x0 m TYP.ANCHOR PERSUBSTRATE, o . 9w� SEE TABLES 18-16B BUCKSTRIP AND ATTACHMENT y BY OTHERS, EMBEDMENT' • . • - •'� SEE NOTE 1, . •, SHEET 1 - MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW PRODUCT REVISED as complying with the F1 Building Codc AcceptanccNo Hxpiration Nate r BMiami de pct 111111111,. LYNN M/4����'% tc ii NO- 58705 ; =-n l6 . 111_: S \1 E OF �rSS�OIVA- i� A. LI NNIMILLEF?; F'.E. FL P•E.# 58705 DETAIL E: ®n --I—.12FMIN. DETAIL C; MULLION TO MULLION INTERSECTION NOTES: 5 MULLION DIRECTLY ATTACHED TO MULLION % (U-CLIP)�g� S MASONRY STRUCTURE ' 1) MAY BE INSTALLED IN "TEE" OR "CROSS" _ o (STANDARD CLIP SHOWN) _'. INTERSECTIONS.a VARIES % p^ 2 U I � 3,' (SHOWN) OR VERTICALLY. IZONTALLY � I TYP. ANCHOR % N EITHER THE I I PER SUBSTRATE, _ 3) SEE U -CLIP DRAWINGS, SHEETS 21-23 STANDARD OR I I 1 SEE TABLES 113-1313 FOR CORRESPONDING MULLION. In t ch m ~ OFFSET MULL I I I .. TOP VIEW MULLION Z CUP MAY BE I I I EDGE DISTANCE 1— INSTALLED BY I j J THIS METHOD. I II I ° ANCHORFOR ORY Q VARIES----{ J W J #12 STEEL SCREWS, ® X: 1 I I ° • - ��� —SELF DRILLING OR PRE -DRILL g -- e MULLION AND USE SMSC) Q MULLION M A do U Z O EXTERIOR 4 a J Q J EDGEDISTANCE IANR THE OFFSET CLIP IS ` OR MASONRY RECOMMENDEDFOR �i ZUm � FIN -FRAMED gc �ANCHORS WINDOWS, BUT MAY L 3 eWU-CLIP 1�z e �a' ALSO BE USED FOR J o U �Z 8 a _ /• OTHER FRAME TYPES. EXTERIOR Q Z �• TYP.ANCHORIr- Q � p PER SUBSTRATE, d d, Q °��. Q O Z CV r SEE TABLES 113-136 / 0 TYR' ANCHOR r '\ SEE SHEETS 21-23 FOR U) iz m O o BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONSQ N p p AND SEE TABLES IB -138 FRONT VIEW EDGE C") C.) n nW -1 ATTACHMENT DISTANCE__t j -. BY OTHERS, - SEETABLES `` �I � > EMBEDMEQ Q NT SEE NOTE 1, n +t .. .I 1B -13B (� 'Z Q SHEET 1. ��� Q Z jj •'- EDGE �� s m Q S.O DISTANCE M m E TABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU SE.� MIN 2.7 KSI CONCRETE OR CMU 1B -13B N �' FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: --STRUCTURE 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 TYP.ANCHOR a PER SUBSTRATE, / SEE TABLES 1B -13B 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 1 ° ��:�// SEE SHEETS ® PRODUCT REVISED ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE a 21-23 FOR as complying with the Flori& CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE HOLE Building Code FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Acceptance No le' b� MULLION F.xpitati 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. By 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. ® NZ Dodo at EDGE .►,tlll �tl 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED DISTANCE ��` LYNN ELCO ULTRACON OR ELCO 114" S.S. AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES ��� fin\, l . • • �'/��� /� FRONT VIEW 16 GA AND COMPLIANT WITH THE FIL BUILDING 113-138 \ _� .•��GCNSC CODE, A 2X WOOD BACKER MUST USED. _ S. USE WOOD ANCHOR BYORSECS [`►D• JB rU� /{ }` EXTERIOR SIDE VIEW - —/ NOTES:�. 8,1 d L C>' O ® CU 1 FOR 2XWDOD-BACKED STEEL STUDS, WOOD F StJ ANCHOR VALUES MAY BE USED- �iC� '• FLOP\DP .. G�� J 2) SEE CORRESPONDING MULLION TABLES,n SHEETS 5-20, FOR QUANTITY OF SCREWS. A �L'YN'N))'j 4LEf2, P.E. FL P.E.# 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) OR INSTALLATION iTRATES. O O O O SIDE VIEW SHOWN WITH 1 X 4' X .125' MULLION INTO WOOD, STEEL, ALUM, CMU OR MASONRY EXTERIOR I O I O j EDGE DISTANCE PER ANCHOR I STANDARD CLIP TO BE MODIFIED IN -FIELD. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) MULLION C i O O TOP VIEW NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11" X.125- MULLION. 2) SEE TABLES 1B -13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION, INTO WOOD, STEEL, ALUM, CMU OR MASONRY / EDGE DISTANCE PER ANCHOR JON END, STALLED HULL. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30' OR 45° BAY MULL 0 0 O O 0 TOP VIEW \ I \1 I I I I I I I I I I I I I I I I I I I. I I 1 -J D TYP.ANCHOR PER SUBSTRATE, SEE TABLES 158 OR 16B �EXTERIOR 2' X 6' ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF SAY MULL_ I d INTO WOOD, STEEL, ALUM \ OR MASONRY EXTERIOR Y ___&_ ©` li:� k (D NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B -14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR i 6 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. rIRGDUCT REVISED as complying with the Florida Building Code AcccpinnceNo 16 -52 -IS -0 Expiration Date ems, Dy Mian0 ll Product LYNN \�`2`,.•��GENSC. � ,try �'�) •.• � �' �� LCI,- 7 ' TE A.•1tY�1�14A�fi;1�.E. FL P. . 58705 TABLE 1A cry Mullion CaRaclty Table (ibsM Opening Width (forvert(ca1Vspann1 g mo)Ilons) or Opening He ght (tor horizontaIVsparn'ng mullions) 160 N x p 50 M 60 In ReclanguW TiwpfWang. Rectangular Trap/Tdang. 70In 80 in 90 In 100 ro 120 h I 140 In Rectengular TraplTdeng. Rectangular TrsplTdang. Rectangular Trap/idang. Rectengurar TraprTiong. Rectangular Ttap/Tdang. Rectangular Tropr)tleng. Rectangular Trepri'dang. q� Loading Leading Loading Load 1 X 2 X .125 9 g rr9 Loading Loading Loading Loading Loading Loading Loading Load Loading Loading Loading Loading Loedin Loading 9 g ng g 0 9 w c U Alum. Tube �6 �ZUbq}gt. F=a @6= �6!s_ �)6xs 3C�j 04 .Mullion V&p=Oq Cq V U_qO aGppQy (pq=OJ y_ VqE�_ VVyqgY� v �.G 6 OAs l)CC 6#oR p V Uq q 3 8 aaGas a 3 a a a 6c: ��6 N a� _0.i5.5 �Cj G Oac _Lu'd as S ��± _ �G_ ., &G GGR�� )S =�p ^(� )ps� = g_� CO e�•r� e�y� Op��7iiVVi, V) WU)O ��= a 42 In 111.9 408 129.5 332 93.2 408 116.6 325 79.9 408 107.6 321 69.9 408 104.4 319 62.1 408 104.0 319 65.9 408 104.0 319 46.6 406 104.0 319 139.9 408 104.0 319 36.0 400 104.0 319 O 1- J W 48 in 74.9 312 83.8 258 624 312 73.4 252 53.5 312 67,0 248 46.8 312 63.2 246 41-6 312 61.3 244 37.5 312 61.0 244 31.2 312 81-0 244 126.8 312 61.0 244 23.4 312 61.0 244 1: 50.625 In 63.9 281 70.6 234 63.2 281 61.6 228 45.6 281 55.7 224, 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 25.6 281 49.3 219' 22.0 281 49.3 219 20.0 281 49.3 219 2W ;.j U) O o 0 641n 52.6 247 57.5 207 43.9 247 49.6 202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 38,4 193 21.9 247 38.1 193 11a.8 247 38.1 193 16.4 247 38.1 193 m m I- cI 60 In 36.4 200 41.2 170 32.0 200 35.4 168 27.4 200 31.5 163 24.0 200 28.9 160 2L3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 156 f 631n 33.1 181 35.3 155 27.6 151 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 10.4 161 22.8 144 16.6 jai 21.7 143 ' m 681n 28.8 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 10.0 165 21.0 134 I T ® > >Z 721n 22.2 139 23.3 120 18.5 139 19.9 118 16.9 139 17.6 116 ( ELe I 76 In 18.8 125 19.7 109 15.7 126 16.6 tO7 1 Q � c] - 'r !! 76 In 17.5 1194 8 16.2 1 I7 - I- -I �- :)Q 0) o TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q U) Z o p Substrate: 2.7k Conorete Anchor CapacltyTable Dail ANCHOR CAP-,_-) 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal (DPS )>( ( ! =ANCHOR CAP. , Ln N 9 '9 rn 7 rn O MULLION CAP.,,,,,,,,,""/ W X Anchor type: 3118' Elea Ullracon 1/4" Elco Anchor Clip Patterns 5119• Elco 114' SS Eco 5/16" Elco 1/4' SS Eko #10 31ael 612 Steel #12 Sled UlOacon 3/16' Elco UTlrecon 1/4' Elco Ullracdt uihacon AggieGator Ulbaoon AggreGator Screw (05) Screw (G5) Screw (05) USE THIS FORMULA TO OBTAIN THE "ANCHOR N U) U) Edge Distance (In): 1" 2-12" 1• I 2-1/2" 3.118• 1• 21f2" 1' 2-12` Y 3-1/0' z' 0.487 0.54- 0.324" l CAPACITY REQUIRED" CORRESPONDING TO AN E- x Embedment (In): 1-314' 1-314" 1-3r4" 1-3/4• r 1-1l4" 1-114' 1-1/4• 1-v4" 1-114" 1-114" r 1J/6' 1x16• Harte) ACTUAL PRESSURE REQUIREMENT FOR THE Q Z O O Z Anchors ®4-75' Min. O.C. /Stencard orOfsel Clip (Fig. 1X 390 Th) 3901bs 460Th) 890 Itis 1644Ibs 2701bs 280 the, 354 Itis 7401bs 374 lbs 684 ibs 946 ros 3411bs M2 its 560Ibs OPENING, WHEN IT IS LOWER THAN THE MULLION d = �_ I 4 Anchors @ 1.15- Min. O.C. / Standard (or Oftel) C11p (Fig. 2}: 480 lbs 700 lbs WA WA WA WA 380 Itis WA WA WA WA WA 692 Itis 885 lbs I 1120 Ibs CAPACITY (FROM THE TABLE) OF THE SELECTED mry 4 Anchors 3" Min. 0.0.1(2) 2x5 Angle Cfips I (Fig. 3): 780 Itis ® 780 lbs 6801bs 1560 lbs 1896 Itis 540 lbs 660 (bs WA TOO lbs 748 [be 880 Ibs 1892 lbs 682 lbs B85 lbs 1120 lbs MULLION. IT WILL YIELD A MINIMUM ANCHOR m F o o� g, 2 Anchors 0 0.45• Min. O.C.1 U-ao, Inlo.125" Alum. (Fig. 41 WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 111"m CAPACITY WHICH MAY BE USED TO QUALIFY r`n 1 Anchor F-09p (Fig. 5y. 195 @s 195 Ibs 225 Itis 445 The 622 Itis 135 Ibs 140 Itis 177 Itis 370 Itis 187 The. 332 Itis 473 Itis 170 it. 221 The 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE l 2 Anchors ® 1.15" Min. 0.6 F-Cllp (Fig. 6): 240 Itis 350 lbs N/A WA N/A WA 100Ibs WA WA WA WA WA 341 His 442lbs Seo Itis ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: • . • • PROOUCTRCVISHD �� II �� I+ 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I as complying with the FlOri& If IJ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -, 1.000" �- Building Code ! " Acceplarrcp Alo i�p• ®%. � 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Ex inti n Date 1 FIGURE 3: 3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.11 By Miami a Peoduct • I I I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23- 2,000" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. i // I ANGLE CLIP MUST BE USED IN PAIRS- 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED j- I ;�-125" = �YNN n4���F�'�, CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED �� �\i ••'\�GENSi r FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF -125" •- I I( • I1( THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1"X 2" X .125" MULLION N o- 587 u5 111 I LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. _ � %® �C r 7`Uj SS TEoF A. LYNN i R, Y.E. FL P-E.# 58705 TABLE 2A ®� Mullion Capacity Table (lbsf e) Opening ^� 601n 60 In Opening Width (forverticaly-sparning mUlions) or Height (forhotlzontaly-spearing mullons) 70 In eo In go 1n loo In 120 In 1401n 160 1n Rectangular Traprrdtang. Rectangular TrapJTrtan9. Rectangular TraprTdang. Rectangular Trap/Trlarg. Rectangular Trap7Tdang. Rectangular Traprrdan9. Rectangular Traprrrlarg. Rectangular Traprrrlarg. Rectangular Trap rdan9_ a 1 X 2 x .376 Loading Loading Loading Loading Loading Loadrig Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading 11 Loading Loading n v 0 Alum.Tube Mullion B. S p�. �. y u g 8 8 [L E >L B PL 8 2L .S tl R. E' �. 8 � fqi .S d i� 918 ft �Ga a a �a �975S 75 W Z 4� dd a d ad �� h�K� 0 42 In 170.0 620 170.0 435 151.3 662 170.0 478 129.7 682 170.0 506 113.5 662 169.5 518 100.9 882 168.9 517 90.8 662 168.9 517 75.7 662 166.9 517 64.9 662 168.9 517 56.7 662 168.9 617 W 481n 121.6 507 136.0 419 101.4 507 119.2 410 88.9 507 108.7 403 78-0 507 1026 399 67.6 507 99.6 397 606 507 99.0 396 50.7 507 99.0 1398 43.4 507 99.0 398 • 3a0 607 99.0 M -j_ 60.626 In 103.7 456 114.8 379 86.4 456 99.9 371 74.1 456 90.5 364 84.8 456 84.6 360 67.6 456 81.3 857 61.8 456 80.0 356 43.2 456 80.01 356 37-0 456 80.0 3% 324 456 80.0 356 U) 541n 85.4 400 93.3 336 71.2 400 80.9 328 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 427 400 62.3 314 35.6 400 61.8 I 313 30.5 400 61,8 313 _ 26.7 400 61.8 313 I m 0 f 60 in 62.3 324 66.9 278 61.9 324 67.5 270 44.5. 324 51.2 264 38.9 324 46.9 280 34.6 324 43.9 257 31.1 324 42.0 255 26.D 324 40.5 253 222 324 405 253 19.5 324 40.5 253 C = j 63 In 63.8 294 57,4 252 44.6 294 49,2 246 38-4 294 43.6 241 33.6 294 39.8 237 29,9 294 37.1 234 26-9 294 35.2 232 224 294 33.5 230 19.2 294 33.4 230 16.6 294 33.4 230 •J 661n 46.8 268 49.6 230 39.0 268 424 225 33.4 268 37.5 221 29.2 268 34.1 216 26.0 268 31.6' 215 23.4 266 29.8 212 19.5 268 28.0 210 16.7 268 27.7 209 i 14.6 268 27.7 209 721n 36.0 225 37.9 196 30.0 225 322 191 26.7 225 28.4 188 225 225 25.6 185 20.0 225 23.6 182 18.0 225 221 180 16.0 225 20.3 177 129 226 19.6 176 j 11.3 225 19.6 176 C) €' > 76 In 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 23-9 170 19.2 202 21.5 167 17.0 202 19-7 165 15.3 202 18,4 163 128 202 15-7 160 - 10.9 202 15.9 158 j 9.6 202 15.8 158 J 0-o GZ 781n 26,3 192 29.8 108 23.6 192 25.1 165 202 192 22.0 162 17.7 192 19.7 158 15.T 192 16.1 15T 14.2 192 16.8 155 11.8 192 15.2 152 10.1 192 14.4 150 ' 6.9 192 14.2 150 Q J P go In 18.5 144 19.0 128 15.4 144 16.1 128 , I.- J Z ::) N O 2 1 961n 1527 15.6 113 ® Z 00 N TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: to ti Substrate:' 2.7k Anchor CapacWTable (Ibs) ANCHOR CAP.r", , Concrete 3,5k Cone. Hollow CMU Filled CMU PT Wood Metal (DP.) X ) = ANCHOR CAP. ua � X Y Y N Anchor Type: 3116• Eloo U9recon Anchor Clip Patterns I 5/16' Elco 1/4' SS Elco 5118' Elco 114"33 Elco NiO Steel 912 Steel 012 Steel MULLION CAP-- 1/4' Elco Ulirecon 3/16• Elco ulhacon 1N" Elco Ultmcon Ultrecon AggreGalor 1Ntreeon AgareGator Sorew (G5) Screw (G5) Screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR 0- > U X Q > Q O O Edge Distance 9n): 1" 2-1/r 1• 2-1/r 3-116• 1• 2-112• 1" 2-1n' r 3AIr 2" 0.46" 0.54' 0.324• CAPACITY REQUIRED" CORRESPONDING TO AN a- z s.U) rn .0 Embedment On): 1-314• 1-314' 1-314" 1-314' r 1-114- 1-114' 1-1/4" 1-114" 1-tr4" t-114' r 1316' 13/6• %orles ACTUAL PRESSURE REQUIREMENT FOR THE 5;0 a 2Anchom &i.75* Min. O,C.1 Standard or Offset Clip (Fig. 1): 390 lbs 39D lbs 450 lbs 8901bs 1644 ft270 lbs 2801bs 354 The 740 lbs 374 Itis 664 lbs 9461be 341 Itis 4421bs 5601W OPENING, WHEN IT IS LOWER THAN THE MULLION � 4 Anchors Q 1-15" Mit. D.C. / Standard (or 00seQ dip (Ftp. 2): 460 Ws 700 lbs NTA WA NIA WA 38D ft WA NIA WA WA WA 802 Ibe BBs lbs 1120 Ibs CAPACITY (FROM THE TABLE) OF THE SELECTED 4 Anchors a T Min. O.C. l (2) 2x5 Angle Clips / (Fig- 3r 780166 780 ft ON lbs 15601b3 11196 lbs 540 )be 560 tbs WA 760 lbs 748 Itis $80 The 1892 Iris 1182lba 615 Itis 1120 Itis MULLION. IT WILL YIELD A MINIMUM ANCHOR 2 Anohors a 0.45- Min. O.C. / U-Ctlp, Into .125' Alum. (Fig. 4): WA WA WA WA N/A WA WA WA N/A WA WA WA WA NIA 715 ft CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor I F-CIIp (Fla. 5): 195 Ica 195 IDS 225 lbs 445 As 822 ilia 135 ft 140 Itis 177 Itis 370 lhs 187 The 332 lbs 473 The 170 lbs 221 lbs 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 AnWers @ 1.15• Min, O.CJ F -Clip (Fig. 6): 240 ft 3501bs WA WA N/A WA 190 lbs NIA NIA NIA WA WA ( 341 lbs 442 Itis 5601ba ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: r RO€)UCT RBVISBD as complying wilt Ow Flbrhk f I • I I 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000" (I . SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. "� I' Buildingde cce t cc No f _®2/ . p Expiretion Date 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE 13y FIGURE 3: Miami a TreducC 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.000"5 , r 1 1 I I 1 I I r , • • I HOLES TO BE DRILLED IN THE FIELD FOLLOWINGL RESTRICTIONS SHOWN ON SHEETS 21-23. LYNN �fl SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURES SHOW UGGEST \���1( r P �• IGEN SC rP ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 375" CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED : ' No. 58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" " 1" X 2" X.375" MULLION THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT - - - • .045 LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND l �p THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. '•• S7 ; rc F ......... ....... Cj A. LYNN MILAIF)�, P.E. FL P.E.# 58705 TABLE M ® n Mullion Capacity Table (lbse) Opening Width Opening Height horizontally-spervirx,) mullions) S i a 50 In 60 in 701n (for vertically-spanring mtilions) or (ior 001n 901n 100 In 120 In I 140 h 160 in J li p 1 X 2.76 X Rectangular TrapFvanv. Rectangular Trop/rdong. Rectangular Rep/Varv. Reclangder Treplydang. Rectangular 7tepRdeng. Rectangular Trep✓fdang. Rectangular 1Mp7Tdang. Rectangular 7rapJTdeng, ReetengWer Tr®pfrden9. a Loadn9 Loafing Loafing Loading Loading Loading Loading Loadn load Load Loedng Loading Load Loading Loading Loading Loading Loading 9 9 9 9 g n9 ng 9 n9 g 9 0 9 g o a U .375 Alum. Tube. Mullion_ Ag..g.r $.$ c �c., •s -frq N L t J t J J Sb^ 9 $ 3 '� > 5j� > G �� �y C -K L•J C, L -_ L J C L ` 4= J J L G� $ 'S o $ syn Lyj a � �jj f $ 3$ " 3 "" •7$ �3� yS l; $ �8 C 3 �; S A L }Qj' 421n 170.0 620 170.0 435 170.0 744 170,0 478 170.0 868 170.0 SOB 110.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170-0 621 148.7 1301 170.0 521 127.5 1301 170.0 521 111.5 1301 170.0 621 J U-1 451n 170.0 708 170.0 524 170.0 850 170,0 584 170.0 992 170.0 630 170.0 1133 170,0 661 t51-8 1139 170,0 677 138.6 1139 170,0 680 113.9 1139 170.0 660 97.6 1139 170.0 680 MA 1139 170.0 680 LIj _j _ 50.625 In 170.0 747 170,0 583 170.0 696 170,0 631 167.6 1032 170.0 684 148.8 1032 170,0 727 130.5 1032 170.0 747 117.4 1032 170.0 766 97.9 1032 170.0 756 83.9 1032 170.0 758 _ 73.4 1032 170.0 756 o O 54 in 170.0 797 170,0 Bit 161.3 907 170,0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96.8 907 141.1 710 80.6 907 140.0 709 69.1 907 140.0 709 60.6 907 140.0 709 m O ^ F- 60 In 141.1 735 161,5 625 117.6 735 130.3 611 100.8 735 116.0 599 88.2 735 106.2 590 78.4 735 99.5 683 70,6 735 95.1 578 58.8 735 91.8 574 50.4 735 91.8 574 44.1 735 91.8 674 h i0 J 631n 121.9 688 130,0 570 101.6 666 111.6 557 87.0 668 98.9 547 76.2 666 90.1 538 67.7 688 83,9 531 60.9 666 79.6 526 50.8 666 75.8 621 43.5 666 76.6 521 38.1 666 75.6 621 661n 106.0 607 1124 522 86.3 607 96.1 511 75.7 607 85.0 501 68.2 607 77.1 493 58.9 607 71.5 486 63.0 607 67.6 481 44.2 607 63.4 476 37.9 607 62.7 474 33.1 607 62.7 474 � Z W z° m >>� d �> C 721n 81.6 510 95.6 443 68.0 510 73.0 434 58.10 64.3 426 51.0 610 57.9 419 45.4 510 53.3 413 40.8 510 50.0 405 34.0 510 45.9 402 ( 28.2 510 44,4 399 . 25.5 510 44.3 399 � w (n x sW 76 In 69.4 456 72.6 400 67.8 458 61.7 39Z 49.6 458 54.1 385 43.4 458 40.6 378 38.8 458 44.6 373 34.7 458 41.6 368 28.9 456 37.7 362 24.8 458 36.0 359 � 21.7 458 35.7 355 � J � � �z 781n 64.2 435 67.0 381 53.6 435 66.6 373 45,9 435 49,8 366 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 36,1 351 26.8 435 34.4 344 71.9 435 32,8 341 20.1 435 32.2 340 � 1 r r 90 In 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 25.1 327 26.3 276 23.2 327 25.7 271 20.9 327 23.7 266 17.4 327 21.0 282 14.9 327 19,3 258 Z In N < I-- Z 287 35.4 257 28.7 287 29.9 252 24.6 287 26.0 248 21.5 287 23,1 244 19.1 267 20,9 240 17.2 287 19,3 237 14.4 287 16.9 232 co I.-34.4 (y)m O ®� 1081n 24.Z 221 24.7 205 20.2 227 20.6 201 17.3 227 18,0 198 15.1 )227 16.0 195 (n X �� 111 In 22.3 215 22.7 194 18.6 215 19.1 19t 15.9 215 16.6 186 W L0 120 In 17.6 184 17.9 167 It o U X Q 3: 3j TABLE W ANCHOR CAPACITY ADJUSTMENT FORMULA: a Z 0 c Substrate: 77kConerele Anchor Capacity Table (Ibs) ANCHOR CAP. ,,_ 3.5kConn HopowCMu Fi7edCMU PT Wood Metal (DP_) )=ANCHOR CAP. $ m0 s0 d- €�00w 5/18 Elco14• SS Eko 5178' Elco 1/4" SS Eico 010 Steel N12 Steel 912 Steel MULLION CAP.,",,,.,._ AnehorTYpe: 3/10• Elea Ultracon 114" Elco Ultracon 3/16' FJoo Ultracon 1/4' Elco Ultracon Ultracon AggreGelor Unracon AggreGator Screw (G5) Screw (G5) screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR � o � o-� �' Anchor Clip Patterns Edge Distance (in): 1' 212" 1' 2-1Ur 3.1/8" 1" 2-1/T 1" 2-12' 2• 3-1/8^ 2• 0.48• 0.54" 0.324' CAPACITY REQUIRED" CORRESPONDING TO AN Embedment (ln): 1-3/4' 1-3141 1-34" 1-3/4" 2' 1414' 1-1/4" 1-1A' 1-114" 1.1/4 1-114' 2' 13/6' 1-3/6• %edes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors @ 4.75' Min_ O.C.I Slenoud or Offset Clip (FI9.1): 390 lbs 390 Ibs 450 lbs 090 ibs 1644 lbs 270 In 280 lbs 354 lbs 740 Ibs 374 lbs W4 lbs 946 Ibs 34116s 442 Its 560 lbs - OPENING, WHEN IT 1S LOWER THAN THE MULLION 4 Anchors C 1-15'Min. O.C,1 Standard (orO6aep Clip (Fig. 2} 460 Ibs 700 lbs WA WA WA WA 380 lbs WA WA WA WA WA 682 lbs 685 @s 1120 lbs CAPACITY (FROM THE TABLE) OF THE SELECTED 4 Anchors Q 3• Min. O.0 1(2) 2x5 Angle Caps / (Fig. 3): 780 lbs 790165 680 lbs 1560 lbs 1896 ft 540 lbs 560 Ibs WA 760 lbs 748 lbs 880 lbs 1892 Ibs 682 Ibs 085 The 1120 Ibs MULLION. IT WILL YIELD A MINIMUM ANCHOR ( 2 Anchors Q 0.45' Min. O.C. / U -Clip, lnto .125' Alum, (Fig_ 4): WA WA N/A WA WA WA WA WA WA WA WA WA WA N/A 715 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/ F -Clip (Fig, 5): 195 Ibs 195 Ibs 225 Ibs 446 his 8221bs 135 lbs 140lbs 177 Ibs 370 lbs 167 Ibs 332lbs 473 lbs 170 lbs 221 Ibs 280Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors ®1.15- Min. O.CJ F-Cllp (Fig. 6): 240 lbs 350 lbs WA WA WA WA 190 Ibs WA WA WA WA WA 341 Ibs 442 lbs 560 Ibs ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24_ PRODUCT REVISED as complying with the Florida Building Code �2 > Acceptance No FIGURE 1: FIGURE 2: TABLE NOTES: -1 1.000" �- Expo iration Date �� 1 • • • • I I • I I • ( 1) SEE SHEET 1 FOR INSTRUCTIONS USING THEES AND SHEET 25 FOR INFORMATION ON LOADING. - WWI NLroduct trol I t SEE SHEETS 2-4 OR GENERAL INSTALLATION ME HODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11r:lll:,r/ / FIGURE3: 2.750' ' �`� 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 41 . _NGENSC ' • a♦ I I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �' •' FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. % = ' No. �-6705 { ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED - - FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G-90. WOOD SHALL BE PRESSURE -TREATED _ %!!/� .375' YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 T5 AND BE A MINIMUM OF.125" 6 2 !r - THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK( 18 GAUGE) . STRUCTURAL STEEL TO BEAT 1" X 2.75" X.375" MULLION J ./ E r/` �� ' I I I I LEAST THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ,r " tORION. • �j � .125" & INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. THE MATERIAL #10 #12 ANCHORS / I,ER; P.E. A. l YN li FL[E. 58705 TABLE 4A 0 Mullion Capacity Table (ibsi t) Opening Opening Width (for verlicelVsperving mullions) or Height (for horizort(a"peming millions) Ii 501n 80In 70 In 80 h 90 in 100 In 120 H 140 In 100h p 1 X 2.76 X Rectangular TraprTdang. Rectangular Tmp/Triang. Loading Loading Loading Loading Rectangular Trapridang. Rectangular Trap/Tdang. Rectangular Traprrdang. Reclanguler Tmp/Ttlang. Rectangular Trapi Tdang, Rectangular Trap/Trlang. Rectangular Traprrdang. Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading 4 m W 660 Alum. o - ti Tube z U '5 -T tS 5 .. v qQp 9q 8 yp ®y B 1+ u 3 .-. qp qp B pp a Z a a r x _ z 2` y y a G .. -5 '� .. 'S 'S u .. u �. Z u .. An " yp yp g a 8 "Q .• 8 ap J4 qp pQ qQ qp yp qp Mullion y� B p G ry "G "G 10 qG N W G e0 per p° p° g �0G R� ® NG " yyqq " NG 10 AG �7� N NG qq l0 c q �G iY AG G U_ U V U U UC U"�p C14 V p .4 �j LpQ L _VQC =Yj LdiG NC co �m rr d97' �•yd' d' 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 61g 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1620 170.0 521 136.8 1620 170.0 521 • O LLI JU-148 in 170.0 708 170.0 524 170.0 650 170.0 SM 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 141.7 1417 170.0 660 121.5 1417 170.0 680 106.3 1417 1170.0 680 _ CO 50.82SIn 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 162.6 1256 170.0 747 148.3 1286 170.0 756 121.9 1286 170.0 758 104.5 1258 170.0 768 01.4 1286 170.0 7S6 0- 64 in 170.0 797 170.0 612 170,0 056 170.0 691 110.0 1116 170.0 754 150.7 1130 170.0 8D3 133.9 1130 170.0 837 120.0 1130 170,0 856 100.5 1130 170.0 861 86.1 1130 170.0 861 75.3 1130 170.0 861 ? M 601n 170.0 085 170.0 701 146.5 915 162.3 761 125.5 915 144.5 746 109.9 915 132.3 735 97.6 915 123.9 726 67.9 915 110.5 720 73.2 1915 114.4 715 82.8 015 114.4 715 54.9 915 114.4 715 I- J 63 in 151.8 830 161.9 710 126.5 830 138.9 694 108.5 630 123.2 681 94.0 630 112.2 670 84.4 830 104.6 682 75.9 830 99.4 656 63.3 830 94.5 I 649 54.2 530 94.1 649 47.4 830 94.1 649 (u) 0 f"y 66 In 132.1 757 140.0 850 110.0 757 119.8 636 9457 tO5.0 624 82.5 757 96.1 614 73.4 757 89.1 808 88.0 757 84.2 800 55.0 767 79.0 593 47.2 757 78.2 591 i 41.3 757 78.2 591 d Z a g� 3 72 In 101.7 638 106.8 552 84.6 836 91.0 540 '727 63860.1 530 63.8 636 72.2 521 58.5 836 88.5 514 60.9 638 82.3 506 42.4 l 836 57.2 1500 36.3 636 55.3 497 ; 31.6 878 55.2 497 J Ece 761n 88.5 571 90.4 498 721 571 76.8 486 BTA" 571 67.4 479 54.1 571 80.6 471 48,0 571 55.b 464 43.2 571 51.8 459 38.0 671 47.0 451 30.0 571 44.8 27.0 571 144.5 448 Z r Q ;'d. 78 In 80.0 542 83.4 474 66.7 542 70.8 465 57.1 542 62.1 1447 456 50.0 542 55.7 449 44.4 542 $1.0 442 40.0 642 47.5 437 33.3 542 42.9 429 28.6 S42 40.8 425 i 25.0 542 40.1 423 F Q DO in 52.1 407 53.7 361 43.4 407 45.4 355 37.2 407 39.6 349 325 407 35.3 343 28.9 407 32.1 338 26.0 407 29.6 334 21.7 ' 497 28.1 327 18.8 407 24.1 322 18.3 407 23.0 318 Z O N r Q (Lo Z 00 � 96 in 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 28.6 358 28.8 304 23.6 358 20.1 300 21.5 358 24.0 280 17.9 358 21.0 288 15.3 356 10.2 1264 � D l- CO 0 (� X)dg o O o 108 in 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.6 247 16.8 263 19.0 244 16.7 283 16.0 240 15.1 283 16.5 237 1 W 0 Ia in 27.8 267 28.3 242 23.1 267 23.8 238 19.8 267 20,6 235 17.3 267 16.3 231 15.4 267 15.6 228 , , N 1201n 220 229 22.3 209 18.3 229 16.8 205 15.7 229 182 2D2 , I I U x Q O O TABLE 46 ANCHOR CAPACITY ADJUSTMENT FORMULA: CLZ m O V'o ( Anchor Capacity Table (!be) ANCHOR CAP.,„ , CAP."„ - u �� m� Subslrale: 2.7k Concrete 3.5k Cone. hollow CMU FIOed CMU PT Wood Metal (DP_) X = ANCHOR MULLION CAP.,,,_, $ o � o -) Anchor Clip Patterns Anchor Type: 3116" Elea 5116" Eko Eko Uilrxon 114' S3 Eko 5116" Elco 114" SS Elco #10 Steel NW Steel 412 Steel UlUaeon 114" Elco Ullrecon Ultracdxt 3/18' Eko UlUacon 1!4• AgpmGaldx Ullracon AggreGator screw (G5) Screw (G5) Screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR Edge Distance Ml: 1' 2.12" 1' 2.112• 3-1/8• V 2-1n• 1" 2-1/2" 2" 3-118' 2" 0.48' 0.54" 0.324 .CAPACITY REQUIRED" CORRESPONDING TO AN Embedment Mk 1-314" 1-314" 1-314• 1-314' 2' 1414" 1-114" 1-114" 1-1/41 1414' 1-114" 2" 1-318" 1-3/8" Hades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchone @ 4.75" Min. O.C. / Standard or Met Clip (Fig. 1k 390 lbs 390 @a 450 lbs ON lbs 1644 ft 270 Ibs 280 lbs 354 Ibs 74o too 374 lbs 884 lbs 946 The 341 The 442lbs 580 The OPENING, WHEN iT IS LOWER THAN THE MULLION 4 Anchors @ 1.15' Min- 0.C. I Standard (or Ousel) CIO (Fig. 2T 480 lbs 700Ibs WA WA WA WA 330 ft WA WA WA WA WA 682 lbs CUS1 1120 lbs CAPACITY (FROM THE TABLE) OF THE SELECTED 4 Anchors @ 3' Min. O.C. / (2) 2x5 Angle pips / (Fig. 3): 780 @s 780 lbs 680 lbs 156011n 1896 lbs 540 lbs 560 lbs WA 760 lbs 74816e 880 lbs 1892 lbs 682 lbs 488 1120 lb3 MULLION_ IT WILL YIELD A M INIMUM ANCHOR 2Anchors @ 0.45" Min. O.C. / U -Clip, into .125' Alum. (Fig. 4); WA WA WA WA WA WA WA WA WA WA WA WA WA NIA T15 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor / F-CIIp (Fig. 5j; 195 lbs 195lbs 225 lbs 445 lbs 82216s 135 Ibs 140 lbs 1771bs 370 lbs '187 lbs 332 lbs 473 lbs 170 roe 221 lbs 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchors Q 1.15" Min. QCJ F•Cilp (Fig. 6); 240 350 WA WA WA WA 190 lbs WA WA WA WA WA 341 lbs 442 ft 560 ft ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLiP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED iN THE EXAMPLE ON SHEET 24. PRODUCT REVISED coinPI Yn with eho FlUrift as 8 i Code ,� , 4 v� FIGURE 1: FIGURE 2: TABLE NOTES: a Acceptance No Acte Expiratioar Dam 1.000" rr I• I I 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. - SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Mi ch PIR"} %G 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \; ` LyR FIGURE 3: �� •' �GL19SC '•_`� I 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.750" ; y I �� _-' . • �l �` • HOLES TO BE DRILLED IN THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. jI I I jl FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 53705 ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED50 CONCRETE BLOCK UNIT SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE a I• O !2FIGURE rOF (CMU) -TREATED _ "• L7ST)kf 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" J OX\ THICK. STEEL STUDS TO BE A MiNIMUM GRADE 33 AND .045" THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT .�CORIDP • ( j , ' I LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75" X .650" MULLION #10 & ANCHORS WOOD BE STEEL,18-8 S.S. OR 410 S.S. • • • • • ' -' i�� % `%NN- • • • THE MATERIAL. #12 INTO MAY ! 111111111'' A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 5A ®� Mullion Capacity Table (Ibse) Opening horizorltakpspanning FF k Q 501n 60 In Rectangular Trep/Tdang. Rectangular Trepfifarg. Opening Width (for ver8calVsparving millions) or Height (for mullions) 701n 80 in 901n I 100 in 120 In 1401n 180 in Rectangular Trep/Tdeng, Rectangular TiapJTdeng. Rectangular Tlap/Tdarg. Racterlgufar Trep/Tdang. Rectangular Trepl idang. Roctangular Trop/Tdang_ Rectangular Ttap/7deng. ` CF p �o a 1" x 3.125" x Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading { o v A �� LL Tube Mlull A W B U U •O V U U U U v V U �g U U�tv U "Vf UG is A is �� Ut=w � o }U U 0. N1y � m n K I �S �U K �U n' 2 G w M R7G - 21CC �a LG %�G O 421n 170.0 8 170.0 435 170.0 744 170.0 476 170.0 868 170.0 506 170.0 9 170.0 519 170.0 1116 170.0 0.0 1240 170.0 521 170-0 1488 170.0 521 170.0 1735 170.0 521 154.4 1602 170.0 521 J LU W 481n 170.0 708 170.0 524 170.0 950 170.0 584 170.0 092 170.0 830 170.0 1133 170.0 (181 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 660 135.1 1577 170.0 080 118.2 1571 170.0 880 :D S U) 50.625 In 170.0 747 170.0 563 170.0 890 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 141.7 1495 170.0 756 121.5 1495 170.0 756 108.3 1495 170.0 756 W o o 0 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 1495 1401 170.0 656 124.8 1401 170.0 861 106.6 1401 170.0 881 93.4 1401 170.0 861 m M 801n 170.0 695 170.0 701 170.0 1063 170.0 797 158.5 1156 170.0 878 138.7 1150 167.0 928 123.3 1158 158.5 917 111.0 1158 149.7 910 925 1156 144.5 903 79.3 1158 144-5 903 69.4 1156 144.5 903 F J 631n 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 880 119,6 1049 141.7 648 108.$ 1049 132.0 836 95.9 1049 125.5 628 79.9 1049 119.3 820 68.5 1049 118.0 819 159.9 1049 118.9 619 5; rn t 061n 160.6 055 170.0 769 139.0 9% 151.3 804 119.1 965 133.7 789 104.2 955 121.4 775 926 955 112.8 765 83.4 955 106.4 757 89.5 955 99.8 749 69.6 955 88.7 748 521 955 88.7 748 Z [L 72 In 128.5 803 134.9 697 107.0 803 114.9 662 91.8 803 101.1 670 80.3 003 91.2 659 71.4 803 83.9 649 64.2 603 78.6 642 53.5 803 72.2 632 45.9 603 69.8 628 40.1 803 69.7 627 $c> (n E f W 7 761n 109.2 721 114.1 629 91.0 721 97.0 616 78.0 721 85.1 605 68.3 721 76.5 595 60.7 721 70.1 588 54.6 721 85.4 579 45.5 721 59.4 569 39.0 721 56.6 584 , 34.1 721 50.1 563 J Jo v aZ Q J r 781n 101-0 684 105.4 599 84.2 884 69.4 587 72.2 604 76.4 578 83.1 684 70.4 507 56.1 684 64.4 558 50.5 664 59.0 551 42.1 684 54.1 541 36.1 084 51.3 535 31.6 884 50.6 534 ` r Q 0O 901n 65.8 514 67.9 456 54-8 614 57.3 448 47.0 614 60.0 440 41.1 514 44.6 433 36.6 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 614 30.4 408 20.6 614 29.0 403 Q to Z N r 00 O 96 h 54.2 452 55.7 404 45.2 452 47.0 396 36.7 452 40.9 390 33.9 452 WA 384 30.1 452 329 376 27.1 452 30.3 373 276 452 26.8 385 19.4 452 24.2 359 le.9 452 228 355 fn X � , CD �P 108 G1 38.1 357 38.0 322 31.7 357 32 7 317 27.2 357 25.4 312 23.8 357 25.2 308 21.1 357 227 303 19.0 357 20.8 209 15.9 357 18.0 203 13.6 357 18.2 287 11.9 357 15.0 283 y O ❑ W � Ill In 35.1 338 35.8 306 29.2 338 30.1 301 25.0 338 26.1 296 21.9 338 23.1 292 19.5 330 20.6 208 17.5 338 19.0 284 14.6 338 16.5 278 12.5 338 U.8 273 11.0 336 13.0 269 � CM 0) � 1201n 27.7 289 28.2 263 23.1 289 23.7 259 19.8 289 20.5 256 17.3 289 16.1 252 15.4 280 16-3 249 13.0 289 14.9 240 11.e 289 12.8 240 9.9 289 ! 11.4 236 8.7 280 10.4 232 fJ X Q O Q Z o o O TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: m 5;.o Substrate 2-7k Concrete Anchor Capacity Table (Ibal ANCHOR CAP,__) 3.5kConc. Hollow CMU _ Filled CMU PTWood Metal (DP_) X( =ANCHORCAP._ ) of fDp[ m > I1 AnehorCilp Patterns 1 Anchrxlype 3116' Elco 5r16'Elco 114"Ss Elko ril6 FJco U4" SS Elco 1110 Steel xl2steel 02 steel MULLION CAP.,"a,,,," Unracon 1/4' EtcoUnracon Ultracon 3116• Elco Unracan 1r4' EkoUn2con AggreGator Ultracen AggreGator Screw (G5) Screw (G5) Screw (G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR i Edge Dstance 0.n) 1. 2-11r 1" 2112• 3-1/6" 1• 2-1/2' r 2412' r 3-1/8'• r o.4a" o.54• o.324• CAPACITY REQUIRED' CORRESPONDING TO AN I Emueanent n 1414• 1414" 14x4• r 1-1u" 1-v4' 1-1/4" 1-114• 1414• _ 1-1/4• r lane• 1-3ra .cedes ACTUAL PRESSURE REQUIREMENT FORTHE 1 - -660Ili _1-314• 2 Antro § 4.74.75• MITI OO.C.ISianrdard of Offset Clip (Fig. 1x 300lbs 39014e 450 b 090 lbs 1644 lbs 270 lbs 280lbs 354 lbs 740lbs 374 IDs 664 lbs 946lbs 341 lbs 4421bsOPENING, WHEN IT IS LOWER THAN THE MULLION i 4Archers a1.15• Min- O.C.IStandard (or OlSel)Clip lFIg- 4 480 ft 70D Ibis N/A WA NIA N/A 380 be NIA WA WA WA WA 682ros e85 lbs 1120Ibs CAPACITY (FROM THE TABLE) OF THE SELECTED i 4 Anchors @ 31 Min. O.C. / (2) 2z5 Angie Clips I (F19. 3) 780lbs 780 lbs 680 the 1560 Me 1896 lbs 540 lbs SW lbs NIA 760 Its 748Ibs 800 Its '1692 ft 6112lbs 885 lbs 11201bs MULLION. IT WILL YIELD A MINIMUM ANCHOR 3Anctims @ 0.45- Min_ O.C- / U•Cnp, Info .125' Alum. (Fig 4j NIA WA NIA WA NIA NIA WA NIA WA NIA ILA WA N/A WA 1073 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/ F-Cnp (Fig 4 195 lbs 195 lbs 225 lbs 445 lbs 622106 135 lbs 140 Me 177 lbs 370 lbs 187 IDs 332 IDS 473 IM 170 b 2216s 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors Q 1.13• Min O -CJ F-ClIp (T -1g. 4 240 lbs 350 lbs NIA WA N/A NIA 100 IDs NIA WA NIA WA WA 341 lbs 442lbs 560 Me ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN A 4 ANCI.OR VALUES AS THE STANDARD CLIP. PRODUCTREV ISBD as complying %vkh tare Florkta 1-1.000"--I Building Code Acceptance No FIGURE 1: FIGURE 2 TABLE NOTES: %% E iration Date ` l 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. S Mi Dodo Pict 011111/f/' 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. <<F FIGURE 3. 3.125, : ��` OC\ • ....... '��GENSC P �� 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. a.• • • 11 �� S . I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ; - 2 ,Ij - lu+ I FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3:: NO, 511705 500" ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED _ _ L1'. _ CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED 0 •_ S Lc! - /j/ FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" -' f� '• SIAI( THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 1'X3.125'X.5'MULLION i VF �� '• '� oR�O� CG J I l MULLION LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (" ) .•.�� �<<S, • - • • \\� • ( I • III 1 I THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. `� A. LYNN FL P.E.# 58705 TABLE 6A Anchor Capacity Table libel Salntmte: 27k Concrele 3.5k Gxtc. Hollow CMU Filled CMU Mullion Capacity Table (lbsf e) Metal I AnchorType:� 3116' Elco Ultracon 1/4" Elco Ultracon 5x16" Eko 31116" ElcoUltrecon 114" Elco Uttracon 114' SS Elco 5118" Eloo 114' SS Elco 1110 Steel Opening Width (tor vertically -spanning mUllons) or Opening Height (for horizontally -sparring mullions) 11112 Slee! Anchor Clip Patterns 50 In UUracon 60 In 701n AggreGstar 301n 901n 100 In 120 In Screw (G5) 140 In 160 in ( Edge Distance Mk Rectangular TraplTriong. Rectangular Trap/Tdang. Rectangular TrapMang. Rectangular Trap/iifang. Rectangular Trapriifang. Rectangular Tmp/Tdeng. Reotangular Trap/Tdang. Rectangular TraplTdang- i Rectangular Traprrdeng. 1 x 4 X A 25 Loafing Loadng Loading Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loading Loadag , Loading Loading Alum.Tube Mullion 1-314" 1-314" 1.314" 1-314' T 1-114" 1-1/4' 1-114" 1-114" 1-1/4" 1414' T 1311' 13/8" series 2 Anchors @ 4-75' Min- O.C. I Standard or Oltsel Gip (Fig. 1&2): 390 lbs 390 lbs 450 be 8 i3 8 A S 354 lbs 740 ba 374 lbs 664 lbs 940lbs 341 9n 442 lbs e c .6 3 Is rg n p 6301bs WA 880 The WA 682 lbs 885 ft 1120 ICs pis 960 lbs 1400 lbs WA WA WA WA 780 lbs ' �a� 3 d8B g Gu$ �� 9��� day d� 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 600 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 145.8 1489 170.0 521 127.6 1469 170.0 6211 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 880 97-T 1303 170.0 680 50.625 In 170.0 747 170.0 563 170.0 0.98 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.6 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 756 87.6 1235 170.0 756 64 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 603 137.2 1158 170.0 937 123.5 1158 170.0 856 102.9 1158 170.0 861 88.2 1158 170.0 661 77.2 1168 170.0 661 60 In 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 148.7 815 111.2 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 762 71.5 1042 125.1 782 625 1042 125.1 762 63 h 170.0 936 170.0 745 151.2 992 163.6 810 129.6 992 144.4 799 113.4 902 131.0 782 100.6 992 121.4 768 90.7 992 114.5 758 75.8 992 108.4 745 64.6 992 t0e.o 744 ` 58.7 992 10a.0 744 66 In 165.4 947 170.0 789 137.0 947 146.0 788 118.1 947 130.3 768 103.4 947 117.7 752 91.9 947 108.7 738 027 947 102.2 727 68.9 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 C 721n 135.9 649 1427 737 113.2 649 121.6 722 97.0 048 106 9 708 84.9 849 98 4 898 75.5 849 88.7 686 67.9' 840 827 675 68.8 849 76.3 659 48.6 849 726 652 425 849 72.4 651 76 in 115.5 762 120.7 665 96.3 762 102.6 852 825 762 90.0 640 722 762 B0.9 629 64.2 762 74.2 620 67.5 1762 69.2 613 48.1 762 v.a 602 41.3 762 69.9 597 36.1 702 59.4 595 7 781n 106.9 724 111.4 634 89,0 724 94.6 621 76.3 724 82.9 609 66.8 724 74.4 599 59.4 724 68.1 591 53.4 444 63.4 583 44.6 724 67.3 573 38.2 724 64.3 567 33.4 724 53.5 565 901n 69.6 643 71.8 463 68.0 543 60.7 474 49.7 643 52.9 466 43.5 543 47.1 458 36.6 543 42.8 452 34.6 643 39.5 448 29.0 643 34.9 436 24.8 543 32.1 430 21.7 543 30.7 426 96 In 57.3 476 58.9 427 47.8 478 49.7 419 40.9 470 43.2 412 35.6 476 38.6 400 31.8 478 34.6 400 28.7 I 478 320 395 23.9 478 28.1 386 20.5 478 25.6 380 17.9 478 24.2 376 1081n 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 25-2 377 26.6 325 22.4 377 24.0 321 20.1 1 377 22.0 317 16.8 377 19.0 310 14-4 377 17.1 304 1111n 37.1 357 37.8 323 30.9 357 31.8 318 26-6 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 294 1201n 29.3 306 29.6 279 24-5 306 25.1 274 21.0 306 21.7 270 18.3 306 19.2 267 18.3 306 17.3 263 1441n 17.0 212 17.2 196 TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: FIGURE 1: FIGURE2: FIGURE3: • 1 • 11 • • I • II • FIGURE 5: FIGURE 6: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 7: • (DP ) X( ANCHOR CAP.,_-) =ANCHOR CAP. MULLION CAP., -- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION- IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 13 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23- FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606345 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. --►� 1.000" r i i i 4.CJ0" 5 125" 1"X4"X.125, MULLION C0 O d p� U LL tc4 N w O tl.l O B- C) O (� F- (0 J z 0$ m w MW J U) o v -Z J Z N Z e- F -Q CO U) 6CD ..CD U50 0 LLl X 0.Y U x Q O O ger Zm0 s,0 PRODUCT REVISED as complying with the Fl Building Code i (0- 521 Acceptance M Expiration Dale By Miami ado Pro�rlf \\� \Xi N9. 58705 �r STral E P A. LYNN P'JiIL�ER, P.E. FL P.E.# 58705 Anchor Capacity Table libel Salntmte: 27k Concrele 3.5k Gxtc. Hollow CMU Filled CMU PT Wood Metal I AnchorType:� 3116' Elco Ultracon 1/4" Elco Ultracon 5x16" Eko 31116" ElcoUltrecon 114" Elco Uttracon 114' SS Elco 5118" Eloo 114' SS Elco 1110 Steel p12 Steel 11112 Slee! Anchor Clip Patterns UUracon AggreGstar llbacon AggreGator Screw (G5) Screw (G5) Screw (G5) ( Edge Distance Mk 1" 2.12• 1' 2-112' 3-1181 1' 2-1W 1' 2-1/2" 2" 3.116' 2• 0,48- 0.64" 0.324' ` Embedment (in): 1-314" 1-314" 1.314" 1-314' T 1-114" 1-1/4' 1-114" 1-114" 1-1/4" 1414' T 1311' 13/8" series 2 Anchors @ 4-75' Min- O.C. I Standard or Oltsel Gip (Fig. 1&2): 390 lbs 390 lbs 450 be 890 lbs 1644 lbs 270 IW 260 lbs 354 lbs 740 ba 374 lbs 664 lbs 940lbs 341 9n 442 lbs 560 ft . 4 Anchors a 2.25' Min, O.C. f Standard (or Oftel) Up ft. 3): 7001bs 700 The 580 lbs 1410 Itis 952 lbs WA 560 The N/A 6301bs WA 880 The WA 682 lbs 885 ft 1120 ICs 8 Anchors Q 1.15 Min. O.C.1 Standard (of Oftel) Clip (Fig. 4y 960 lbs 1400 lbs WA WA WA WA 780 lbs WA WA WA WA WA 1363 lbs 1770 lbs 2240 lbs 4 Anchors @ 3' Min_ O.C.1(2) 2x5 Angle Crips I(Fig. 5): 780 lbs 160 Ibs 680 lbs 1560 lbs 1896 los 540 lbs 560 lbs WA 760 lbs 748 lbs 880 lbs 169211)s 682 lbs 885 Me 1120 los 6 Anchors Q 3' Min. O.C. / (2) 2x5 Angie Clips / ft. 6). 11701bs 1170 lbs 1020 lbs 2340 lbs 2644 lbs 810 Ilia 840 lbs WA 1140 Ilia 1122 lbs 1320 lbs 28381bs 1022 los 1327 lbs 1660 lbs 4 Anchors Q 0.45" Min. O.C. / U -Clip, Into •125^ Alum. (Fig. 7):I WA i WA WA WA WA WA WA WA i WA NIA NIA WA WA N/A 1430 lbs 2 Anchors C 2.25' Min. O.CJ Flip (Fig. By. 350 ba 350 The 2901bs 705 the 476 lbs WA 280 lbs WA 315 his WA 440 lbs WA 341 lbs 4421bs 560 Ibs 4 Anchors ® 1.15' Min. O.C./ F-CUp (Fig. 9}I 480 lbs { 7001bs WA WA WA 380lb5 WA WA WA N/A WA 602 lbs 6851bs 1120 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE2: FIGURE3: • 1 • 11 • • I • II • FIGURE 5: FIGURE 6: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 7: • (DP ) X( ANCHOR CAP.,_-) =ANCHOR CAP. MULLION CAP., -- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION- IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 13 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23- FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606345 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. --►� 1.000" r i i i 4.CJ0" 5 125" 1"X4"X.125, MULLION C0 O d p� U LL tc4 N w O tl.l O B- C) O (� F- (0 J z 0$ m w MW J U) o v -Z J Z N Z e- F -Q CO U) 6CD ..CD U50 0 LLl X 0.Y U x Q O O ger Zm0 s,0 PRODUCT REVISED as complying with the Fl Building Code i (0- 521 Acceptance M Expiration Dale By Miami ado Pro�rlf \\� \Xi N9. 58705 �r STral E P A. LYNN P'JiIL�ER, P.E. FL P.E.# 58705 TABLE 7A Mullion Caoacity Table pblsW) Opening Width (for vertically -spanning mullions) or Opening Height (for hotizort(ally-spanning mullions) 50 In 80 In 70 In 801n 901n 100 In 1201n 140 in 1801n 1 X 4 X Rectangular TrapIntens. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/idang. Rectangular Trapffrtang. Rectangular TroprTdang. Rectangular Traplydeng. Rectangular TraprMang. Rectangular Trep/Tdong. .376 Loading Loading Loading Loading Loading Lowing Loading Loading Loading Loading -Loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube 'T" Mullion tl .. 8 3 '5 .� 'u' Thi .� Q .•. 6 .� Q _ .. 'S• i .� 'b '3 .. '3' �' ^ ^ + q t� .� $�Tglj 3 g {41 S ppq yr pq G �pQ B py pQ B jq¢j a S G G V V g G IJ pa U G p8 q5 RS JgpQ J�p¢� qa p q �tty p� q3 q� J$� !QQ Jp� V G V f.1 yG {.! U G V V •Q V G V G U •q G V V G V V y G V V � Gt V V y V V � Gl V (7 G V y V V V V y $ $ C ii b$ PT Wood Metal S 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 505 170.0 992 170.0 519 i 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1408 170.0 521 1170.0 1735 170.0 521 170.0 1983 170.0 621 481n 170.0 708 170.0 624 170,0 850 170.0 684 170.0 992 170.0 SW 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 141T 170.0 680 170.0 1700 170.0 680 1983 170.0 880 161.8 2024 170-0 680 50.625 In 170.0 747 170.0 663 170.0 696 170.0 631 170.0 1046 170.0 884 170.0 1195 170.0 723 G 170.0 1345 170.0I T47 170.0 1494 170-01 756 170.01 1793 170.0 766 11170.0 56.0 1919 170.0 756 136.6 1919 170.0 766 54 In 170.0 797 170.0 612 170.0 956 170.0 891 170.0 1118 170.0 764 170.0 1276 170.0 803 170.0 1434 (70.01 837 170.0 15&1 170.0 856 169.9 1799 170.0 861 137.1 1799 170.0 661 120.0 1789 170.0 081 601n 170.0 885 170.0 701 170.0 1063 170-0 797 170.0 1240 170.0 876 170.0 1417 170.0 944 1170.0 1594 170.01 996 155-5 1619 170.0 1033 129.6 1619 170.0 1063 111-0 1619 170.0 1063 ' 97.2 1619 170.0 1063 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 1170.0 1468 170.0 1015 1166.7 1642 170.0 1076 141.0 1542 170.0 1122 117.6 1542 168.5 1158 1007 1642 167.9 1167 , 80-1 1642 187.9 1157 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 1160.6 1472 170.0 1086 142.8 1472 168. 1148 1148 128.5 1472 168.6 1130 107.11472 147.6 108 91.8 1472 146.0 1104 11024 60.3 1472 146.0 1104 tM 721n 170.0 1063 170.0 876 170.0 1275 110.0 1009 150,8 1320 166.2 1101 1132.0 1320 149.9 1082 117.3 1320 137.01 1066 105.6 1320 128.6 1049 08.0 ' 1320 117.0 ' 75.4 1320 112.6 1013 66.0 1320 1125 1012 761n 7 170.0 1122 170.0 937 149.6 1164 169.4 1013 1262 1164 1139.9 094 1112.2 1184 125.7 976 99.7 1184 115.31 964 89.6 1184 107.5952 74.8 1184 97.6 935 64.1 1184 93.1 927 ; 56.1 1164 92.3 925 781n 166.1 1124 170.0 967 136.4 1124 147.0 965 118.6 1124 12a.8 947 1124 115.6 931 92.3 1124 105.61 918 63.0 1124 98.5 905 69.2 1124 89.0 690 1 59.3 1124 94.3 $81 1 51.9 1124 83.2 578 901n 1D9.1 844 111.5 760 1103.8 90.1 644 94.3 736 77.2 841 82.1 724 67.6 844 73.3 712 60.1 844 68.5 702 64.0 844 61.4 693 45.0 844 54.2 678 38.6 844 50.0 668 33.8 644 47.7 662 96 In 89.1 742 91.5 663 74.2 742 77.2 652 83.6 742 67.2 641 55.7 742 69.8 631 49.5 742 54.1 622 44.5 742 49.6 614 37.1 742 43.6 600 34.9 742 39.0 690 27-8 742 37.5 584 108In 62.6 686 $3.9 530 52.1 656 53.6 521 44.7 586 46.6 513 39.1 598 41.4 505 34.8 686 37.3 1 498 31.3 586 342, 492 25.f 686 29.6 481 1 22.3 566 26.6 472 19.6 586 24.7 466 111 In 57.6 555 68.8 603 48.0 555 49.5 495 41.2 655 42.9 487 , 36.0 655 38.0 490 132.0 555 34-2 473 26.0 555 31.3 1 467 24.0 1 555 27.1 1 457 ; 20.6 555 24.3 448 16.0 555 1 22.4 442 1201n 45.6 475 46.4 433 36.0 476 39.0 426 32.6 475 33.7 420 28.5 475 29.9 414 26.3 475 26.9 409 228 475 24.6 1 404 19.0 I 475 21.1 395 18.3 475 16.7 307 14.3 475 117.2 361 144 In 26A 330 26.7 305 22-0 330 22.4 301 18.9 330 19.3 297 16.8 330 17.0 293 748 lbs j 1892 lbs 682 lbs. TABLE 713 Anchor Cavaclty Table Obs) Subelrole: 2.7k Concrete 3.5k Cone- Hollow CMU I Filled CMU PT Wood Metal 5/16' Elco 114" SS Elco 5/16' Elco 1/4" SS Elco #10 Steel #12 Steel #12 Steel )j Anchor Type: Anchor Clip Patterns 3/16" Elco Ullrocon 114' Elco UBracon Ultrecon 3116' Elco Ullrecon 1/4"Elco Ullrocan AggreGator U9racon ApgreGator Screw (G5) Screw (G5) Screw (G5) Edge Distance (Inn 1" 2.112" 1' 2-1/Y 3.1/8" 1' 2-11Y I 2-1n" 2" 3-116' 2- 0.48' 0.54" 0.324" Embedment (in). 1-314" 1.314" 1-314" 1-314" T 1-1/4" 1-114" 1-114" 1-114' 1-114" 1-1/4' 2" 1-318" 1-3/0" %eriea 2Ambor3 Q 4.75' Min. O.C. / Standard or Ofisel ClIp (Fig. 1d2): 390lbs 3901115 4501bs 890lbs 1644 lbs 270 ma 280lbs 354lbs 740lbs 374 lbs 664 lbs 946lbs 341 lbs 442 lbs 560lbs 4 Anchors Q 225" MN_ O.C. / Standard (orOflael) Clip (Fp. 3): 700165 700 lbs 580 ibs 1410 lbs. 952 lbs WA 560 lbs NIA Vo lbs WA 8801be WA 682 Ibs 665166 1120 lbs 8 Anchors Q 1.15" Mtn. O.C. / Standard (or Offsel) C6p (Fig. 4): 060 ft 1400lba WA WA WA WA 700 lbs WA WA WA WA NIA 1363 lbs 1770 lbs 22401115 4 Anchors Q 3' Min. O.C. / (2) 2x5 Angle gips / (Fig. 5): 780165 780 It's 680 lbs 15801bs 1896 lbs 540 lbs 560 lbs WA 7601ba 748 lbs 080 Ibe 1892 lbs 682 lbs. 005 lbs 1120 lbs 6 Anchors Q 3' Min. O.C. / (2) 2x5 Angle dips / (Fig. 6): 1170 lbs 1170IDs 1020 ft 2340 lbs 2644 lbs 810 lbs 840 lbs WA 1140 lbs 1122 lbs 1320Iba 2838 lbs 10221115 1327 lbs 16801bs 4 Anchors Q 0.45' Mitt. O.C. I U -01p, Into .125" Alum. (Fig. 7): WA NIA NIA NIA WA WA WA NIA WA WA WA WA WA N/A 14301115 2 Anchors Q 2.25" Min. O.C7 FL6p (Fig. 8): 350lbs 350 lbs 290 Ibs 705 ft 478 lbs NIA 2801115 WA 315 Ills WA 440lbs WA 341 lbs 442 lbs 560 lbs 4 Anchors Q 1.15" Min. O.C1 FLllp (Fig. 9): 480 lbs 700 me WA I WA WA WA 3801ba WA WA NIA WA WA 682lbs 885lbs 1120 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • FIGURE 5: TABLE NOTES: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • • • • • All ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 6: 0 0 0 1 0 0 L a 41111 • •11 • -1 * - 6 1 ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. • • FIGURE 7: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X( ANCHOR CAP._,_) _ ANCHOR CAP. `MULLION CAP.,",,,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. -- 1.062' r 4.000" ; i .3775' 1"X4"X.375' ` 'T' -MULLION -� 1.000- i 0)0" , i M� .375' 1"X4'X.375. MULLION PRODUCT REVISED as complying with Ito Flbrida Buliding Code ®�' Acceptance No 16 e B 0s E pilaf' Dale By Mian" Dado I°rodu( /\ 01 111//. \YNN Alfl "1111 . Ur�(';: I A. L�(NNIMILL):'F�, P.E_ FL P.E.# 58705 TABLE 8A 50 In Rectangtdor Trap/Tdang. Rech Loading Loading Lw 11.2TS" x 3.188" x .266" Alum Tube Mul �0 M -g 421n 170.0 620 170.0 435 170.0 48 In 170.0 706 170.0 524 170.0 50.626 In 170.0 747 170.0 563 170.0 64 In 170.0 797 170.0 612 170.0 601n 170.0 885 Mullion Capacity Table (lbse) 701 170.0 1083 170.0 797 168.9 1158 170.0 678 139.0 1158 187.4 930 1123.6 1168 156.8 Opening Width (for vertically -spanning mullions) or Opening He ght (_forhodwrltalty-spanning mugions) 1t1.2 1158 150.0 912 92.7 80 In 170.0 70 In 001n 90 in 100 In 1201n 170.0 140 In I 160 in pular Trap/ntang. Rectangular Trap/Tdang. Rrxtan94lar Tropmeng. Rectangular TrapnHang. Rectangular Trap✓•Meng. Rectangular Traprrdang. Rectangular Trap/TNeng. Rectangular Trap/Tdan9- ing Loading 837 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading 125.7 830 80.1 GD tl 661n 167.1 957 170.0 789 RO n 6 IL 1] pD 6 j3 4 G 8a ft g �� S G GD 6 Q 1106.7 92.8 957 1176 767 83.6 957 106.6 759 a�-3 957 100.0 750 72 In 7575 zit dayd15 vrc �� �I� �$ d� 38 d�a� 744 170.0 478 170.0 668 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 151.6 1769 170.0 521 860 170.0 534 170.0 992 170.4 630 170,0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 660 154.8 1648 170.0 680 -132.7 1546 170.0 680 • 116.1 1548 170.0 080 996 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 1 170.0 1345 170.0 747 167.0 1488 170.0 758 139.2 1468 170.0 756 _119.3 1468 170.0 756 104.4 1460 170.0 766 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 858 122.3 1376 170,0 661 104.8 1376 170.0 061 91.7 1376 170.0 861 601n 170.0 885 170.0 701 170.0 1083 170.0 797 168.9 1158 170.0 678 139.0 1158 187.4 930 1123.6 1168 156.8 919 1t1.2 1158 150.0 912 92.7 1158 144.8 905 631n 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 562 120.1 1051 142.0 948 1051 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 661n 167.1 957 170.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 1106.7 92.8 957 1176 767 83.6 957 106.6 759 69.8 957 100.0 750 72 In 128.7 804 135.2 698 107.3 604 116.2 664 91.9 804 101.31 671 80.4 804 91.4 680 71.5 804 84.1 650 64.4 804 76.6 643 63.6 804 72.J 873 J 76 In 109.4 722 114A 630 91.2 722 97.2 616 78.2 722 85.3 � 608� 68.4 722 76.7 596 60.8 722 70.3 588 64.7 722 65.5 560 45,6 722 69.5 670 781n 101.2 685 105.6 800 64A 685 89.8 588 72.3 685 78.5 677 63.3 685 70.5 568 � 56.2 685 64,6 560 60.6 665 60.1 553 42.2 685 54.3 543 901n 65.9 515 66.0 457 54.0 515 57.5 449 47.1 515 50.1 I 441 ' 41.2 I 515 44.7 434 36.6 515 40.8 I 428 33.0 515 37.4 422 27.5 515 33.1 413 96 In 54.3 453 55.8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.q 453 36.4 385 30.2 453 33.0 1379 27.2 453 30.4 374 22.6 453 26.6 366 1081n 38.1 358 39.0 323 31.8 368 32.8 318 27.2 358 28.4 313 23.8 1 358 25.2 300 21.2 358 22.7 1304 19.1 358 20.8 300 15.9 358 18.0 293 III In 35.1 338 35.6 306 29.3 338 30.1 301 25.1 338 26.1 1297 122.0 338 23.2 293 19.5 338 20.9 1289 17.6 338 19,1 285 1201n 27.8 290 28.3 264 23.2 290 23.8 260 19.9 290 20.6 256 17.4 1 290 18.2 263 15.4 290 16.4 1249 144 N 16.1 201 16.3 186 TABLE 8B FIGURE 1: FIGURE 2: 0 0 0 0 FIGURE 3: ANGLE . • . . CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • • TABLE NOTES: 79.4 1158 144.6 905 69.5 1158 144.8 905 68.6 1051 119,1 021 60.0 1051 119.1 821 69.7 957 98.9 746 522 957 98.9 748 46.0 804 69.9 629 40.2 804 69.8 628 39-1 721 56.7 565 34.2 722 66.2 564 36.2 665 51A 537 31.6 685 50.7 536 23.5 515 ' 30.5 407 20.6 515 29.1 404 19-4 453 24.3 360 ; 17.0 453 22.9 356 Hollow CMU AnchorCopac)ty Table fibs) Substrata Mold 2.7k DDM rde a5k Ccnc. Anchor Type 3/15EIcoUlllacon 5r16" Elco �4'FJcoUlUacurl' y1EEltoUllrecan AnchorCilpPattema 412 Steel U4' EkoUltracbn Ullracon U6racon Edge Distance (In$ 1' 2.117 1 2-117 3-1/8' 1' I 2-117 I Emberfierl9nk IWMI 1-/4• 1.314' X, 1-&4- 2' 1.1/4' 1414* i- 2 Ancttbrs a 4.75 Mln O.C. / SlandaN a 011set Clip (Flp. 1X _ 3901bs 390 Ib6 450 lbs 1644 Ibs 2701bs 26D Ids 4 Anchors ®1.15' Min O.C. / Standard (dr Orfsel)Cllp (Fig. 4 400 lbs 700 lbs WA WA NIA NIA 380 lbs 4 Anchors ® 3- Mtn. O.C. / (2) N5 Angle Clips / (Fig, 3j: 7801bs 700 ibs 6801Ds 1560 bs 1896105 540 Ins 560 Ins 4 Anchors 0 0.45' Min. O.C. I U.Cllp, Into .125 Alum. (Fig- 4) N/A WA NIA WA N/A NIA WA 1 Anchor/ FZV (Flit. 5t 196 bs 195 lbs 225 b 445 IDs 822 lbs 135 lbs 140 Its 2 Anchors a 1.15 Ml n. O.CJ F-Cllp (Flit. 6k Z40 Ibs 350 Its N/A WA NIA NIA 100 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: 0 0 0 0 FIGURE 3: ANGLE . • . . CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • • TABLE NOTES: 79.4 1158 144.6 905 69.5 1158 144.8 905 68.6 1051 119,1 021 60.0 1051 119.1 821 69.7 957 98.9 746 522 957 98.9 748 46.0 804 69.9 629 40.2 804 69.8 628 39-1 721 56.7 565 34.2 722 66.2 564 36.2 665 51A 537 31.6 685 50.7 536 23.5 515 ' 30.5 407 20.6 515 29.1 404 19-4 453 24.3 360 ; 17.0 453 22.9 356 Hollow CMU Fllied CMU PT Wood Mold W" SS Eko WIT Eko 114' SS Elco #10 Steel 412Stee1 412 Steel U4' EkoUltracbn AggeGator U6racon AggmGetar Screw (G5) Screw (G5) Screw (G5) 1" 2-117 2• 3116" 7 o.4( 054' 0.324' 1414' 1-114" 1-114" 1114' 7 13x6' 1-18' I vales 364 IDs 7401Ds 374 to 6641b6 946 Bis 341 Ibs 442 lbs 560 Ws NIA WA N/A WA WA 602 lbs WTI:* 1120 Me NIA 7601Da 748 lbs am IDs 1892 9s 682 lbs 885 Ins 112D IDS NIA WA NIA WA WA NfA WA 1430 lbs 171 Ibs 370 lbs 167 Ins 332 Tts 473 lbs 170 lbs 221 lbs p 28D Its N/A WA N/A WA WA 341 IDs 442lbS ' S601bs ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X (MULLION CAP._.,_) _ ANCHOR CAP. \ MULLION CAP.,,o,- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 1S LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS_ HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 3.1 38" �P a .265" 1.25-X 3.168" X.265- MULLION (1-1/4" VF MULLION) o i o a p� U to LL CV von W Z V) O w J W 9 U) UJ C) 1=- � j to J 0 ZJ 7 W J6 CT:;- U7 i- N `- Z Q 0) p Q X z N r co05 ii (n 00 55- c- y O W M fr Lo U U 0i Q OO q- cr Z U) 1n �a " mlL,mO o in a� rr� PRODUCT REVISED as complying with tho Flo -ft BuildingCode Lr Acceptance No Expiration Date�°�� Dy Miami )ode Prd ct `�ItIt11111//, j, • rl�. ,a-rrs ST%SIL" 0/-. FCORIOP.... A. LYNN IMILLL' (, P.E_ FL P.E.# 58705 TABLE 9A Mullion Capaoity Table (IbsW) Opening Width (forverticeIVIlpannhlg mullions) or Opening Height(forhor(zontely-spamUlg muilion5) � Q 50 in 60 In 70 In BO ill 90 in ' . 100 In - 1201n 1 1401n 160 In O 1.25 X 3.25 Reetengalar TreprTdano- Rectangular TreprTilang, Rectangular Trap'Tdang. Rectangular Traprrdeng. Rectangular TreprTdang. Rectangular Trap Mang. < Rectangular Trap clang. Rectangular Trayrdang- Rectangular Trawdong. �+ + A: F Loading Lading Lading Loading Loading Lading Lading Loading Lading Lading Loading Lading Loading Lading Loading Loading IAf Lading Lading a W x.100 Alum. Tube � r� i Mullion �8 If �8!14 BB J4 8B 8 I NfIIAaaa a1 if ^a afa �Ga aaa �� �a � $' ' 13 cin $"2 m� FW s s� f� s z v,ra 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 506 170.0 992 <170.0 519 170.0 1116 170.0 521 153.3 1118 170.0 521 127.7 1118 1740 521 109.5 1110 170.0 521 i 95,8 1118 170.0 521 0 LLI 401n 170.0 708 170.0 524 170.0 850 170.0 554 167.6 978 170.0 630 148-7 978 170.0 661 130.4 978 170.0 677 117.3 978 170.0 680 97.8 978 170.0 680 03.8 978 1170,0 800 73.3 978 170.0 880 J LL! 50.626 In 170.0 747 170.0 563 170.0 896 170.0 031 150.7 927 170.0 684 131.9 927 188.5 708 117.2 927 159.1 699 105.5 927 156.3 696 07.9 927 150.3 695 75.4 927 1156.3 695 165.9 927 158.3 695 o 7- 64 In 170.0 797 170-0 612 154.6 889 170.0 691 132.5 069 153.9 683 115.9 869 141.8 669 103.0 869 134.0 660 92.7 869 129.8 654 77.3 869 128.8 652 66.2 869 128.8 652 57.9 I 869 128,8 652 m O 0 Q 60 N 143.2 746 163.8 634 110.4 746 1323 620 1023 746 117.8 elle 80.5 745 107.8 599 79.6 746 101.0 592 71.6 746 96.6 587 59.7 T48 93.3 533 , 51.2 740 93.3 583 �' 44-8 1 746 93.3 583 tMCf) OJ 63 in 123.7 677 132.0 579 103.1 077 113.2 566 08.4 677 100.4 555 77.3 677 91.4 540 68.7 077 85.2 539 81-9 e77 81.0 534 51.6 677 77.0 529 144.2 6T7 176.7 I 529 38.7 I 677 78.7 529 1- W J C 66 in 107.8 617 114.1 530 59,7 617 97.6 519 70.9 617 86.3 509 67.3 617 78-3 600 59.8 617 72.6 494 63.8 -817 68.7 469 44.8 617 64.4 I 483 38.4 617 63,7 482 33.6 617 83.7 482 d (j) c S 72 In 82.9 518 87.1 450 69.1 510 TA-2 440 59.2 510 65.2 432 51.8 618 68.6 425 48.1 610 54.2 419 - 41.4 518 50.7 414 34.5 518 46.6 408 29.e 518 45.0 405 26.9 I 518 45.0 405 m 78 in 70.5 465 73.7 406 58.7 465 62.6 390 60.3 485 64.9 390 44.1 465 49.4 384 39.2 465 45.3 378 35.2 465 42.2 374 29.4 465 30.3 387 25,2 465 38.5 I 364 22,0 I 465 36.2 363 j 7� w 78 In 65.2 441 68.0 387 54.3 441 57.7 379 46.6 441 50.6 372 40.6 441 45.4 380 36.2 441 41.6380 32,6 441 38.7 356 27.2 441 34.9 I 349 23.3 441 33.1 I 346 20.4 I 441 32.7 345 J S cry "Z 901n 42.4 332 43.8 295 35.4 332 3T.0 289 30.3 332 32.3 284 28.5 332 28.8 280 23.6 332 26.1 276 21.2 332 24-1 272 17.7 332 21.3 266 15.2 332 19.6 262 13.3 I 332 10.7 260 h O r O r I 961. 35.0 291 35.9 260 29.1 291 30.3 256 25.0 291 26.4 252 21.9 291 23.5 248 19.4 291 21.3 244 17.5 291 19.5 241 14.6 291 17.1 236 12.5 291 15.8 232 ' e-' Z N O 1081n 24.6 230 26.1 208 20.5 230 21.1 205 17.5 230 18.3 201 15A 230 16.2 195 � - I ' � )- X yg�i; SO 1111n 226 218 23.1 197 188 21B 19.4 194 16.2 218 16.8 191 14.1 218 14,9 188I I I N W n p O 120 In 17.9 18T 18.2 170 14.9 187 15,3 167 _ I] m xto �� h N D. ¢ U) (!J Q • Z TABLE 9BAnchor Capacity7abte(Ibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: €w 5;0 9ubslrate: 2.7k Concrete 3.61t Cone. Hollow CMU Flied CMU PT Wood Metal (DP_) X ( ANCHOR CAP.,,„",,, ) =ANCHOR CAP- Anchor AP. Anch«Type: 3118• Elco Uftrecan IW Eko Ultracon f 5116' Elco 3116• Elco Uliracon 114 Elco Ultrneon 1/4" SS Elco 5/16"Elco 1/4" SS Elco #10 Sleei 812 Steel 912 Steil MULLION CAP.,,o,,,,,,,,F ' AnchorCllpPattems ulr600n AggreGat« ulhrxon Aggreaelor Sarex(G5) Screw (G5) screw (G5) USE THIS FORMULA TO OBTAIN THEANCHOR Edge Distance Qn): 1" 2-1/27 1• 2-112" 3-118" 1" 2-112' 1• 2.11Y 2" 3.1/6" 2• 0-48" 0.54" 0,324" CAPACITY REQUIRED" CORRESPONDING TO AN Embedment (In} 1-314' 1-314" 1-314• 1314' 2" 1-114" 1-1/4• 1-1/4' 1-1/4" 1-114" 1-114' T 1318' 1318• ,ades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors Q4.75" Min, O.C./Standard « OffsetClip (Fig.1): 390 lbs 3901bs 4501;3 890lbs --16441ba 270 lbs' 200 lbs 354 lbs 740lbe 374 lbs 664 lbs 946 the 341 lbs 442Ibs 560 lbs OPENING, WHEN IT IS LOWERTHAN THE MULLION 4 Anchors Q 1-15' Min. O.C. / Standard (or Oftel) Clip (Fig. 2)= 490 IDs 700 lbs WA WA NIA WA 380 lbs N/A N/A N/A WA WA 682 II>s 885 lbs 1120 lbs CAPACITY (FROM THE TABLE) OF THE SELECTED 4 Anchors Q 3' Min. O.C. / (2) 2a5 Angle Clips I (Fig. 3} 700 lbs 780 lbs 680ft 1560 lbs 1898 lbs 540Ibs 500 lbw WA 760163 748 ]be 000 ibe 18D2 ft 682 8s 885 lbs 1120 lbs MULLION- IT WILL YIELD A MINIMUM ANCHOR 3 Anchors Q 0.54" Min- O.C.1 U-Clip, Inlo .100' Atum. (Fig. 4): WA WA WA NIA NIA WA WA WA NIA WA WA WA WA WA 950 The CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/ F-Clip (Fig. 5): 195 lbs 195 lbs 225 lbs 445 lbs 822 lbs 135 gin 140 lbs 177 lbs 370 The 1071bs 332 The 473lbs 170 Lbs 221 Its 280163 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anclors Q 1.15" Min. O.0 I F-Cllp (Fig. 6): 240 lbs 350 Itis WA WA N/A WA 190166 WA NIA WA WA WA 341 Ibe 442lb3 560 lbs ANCHOR CAPACITY TABLE. pRovUCf REVISED as complying with tho Florida Building Code ®� FIGURE 1: FIGURE 2: 1.250" Acceptance No TABLE NOTES: Bxpirefion Dalc ` 101 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY _ ® ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. l�( 1?ado Product �Illill/r. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. k.YhN FIGURE 3:3" j . ......... .2 i0 ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ��Gf_NSF r CLIP MUST SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS - ' BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. _ 'I No. 58705 l IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90. WOOD SHALL 100" FIGURE 4: FIGURE 5: FIGURE 6: () f `_ U U./ _ HE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE -- %'� '. g•i p, (: ;,( : �L! • 6063-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND /,�, •, F • • • .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL i� `. , • •.. • , - .. �,-�-- , ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.A. �•,`.. MULLION � r , • A. Lj'NN� MILLEF2, P.E. -- - FL P-E.# 58705 TABLE10A Mulilon Capacity Table pbefif) Opening 11Mdth (forvedFcally spennino tnullions) or Opening He ght (for horizortlatyspaming mtilions) - 50 In 60 in70 in 80 In 90 in 100 in 120 in - 140 in 160 in 125 x 925 Rectangular Trap/Triang- Rectangular Tiap/rdang. Redangutar Traprrd2n9. Rectangular TraplTrien9• Rectangular Trop/rdang- Rectangular TraplTriang. Rectangular Trap/friao9 Rectangular Tfap(Tdang. Rectangular TraprTriang. I X.624 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Losding Loading Loading loading Loading Alum. Tube r ' 5 r £ 4 P •- k 4 ' z ,- ' _ 5 - -- .6Q- Mullion a a a Z.: ii � ' as S � ^ gr� S G� 08� o1 Sa Uv S as U,�` vv v Uv U,5^ Vv v U u Uv U Uv U Uv Ute` (i U Uy U iia rr c '--- Lrr,� Q �_ u 'v v Uv U Uv U Uv U V U Civ U = ' J 'o "` $S u ii• L¢ tGG S U Vv v Vv c 4� f a �� c •d fY cam~. Q C N'u aK �'.. �¢ c dr aR ?Ec dr K � c QK !'r 42 in 170,0 620 170.0 435 170.0 744 170.0 478 170.0 660 170.0 506 1700 992 170.0 619 170.0 1116 170.0 621 170.0 IND 1700 621 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 481n 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 t417 110,0 680 170.0 1700 170.0 680 169.7 1979 170 0 680 148.6 1979 170.0 680 50.625 in 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170,0 1345 170.0 747 170.0 1494 1700 766 170.0 1793 170.0 766 162-5 1877 170,0 766 133.5 1877 170.0 766 641n 170.0 791 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 831 170.0 1594 170.0 856 156.4 1769 170.0 861 134.1 1759 170.0 061 117.3 1769 170.0 861 60 In 170.0 085 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 870 170.0 141T 170.0 944 161.1 1511 170.0 996 145.0 1511 170,0 1033 120.8 1611 170.0 1063 103.6 1511 170 0 10631 90.6 1511 170.0 1063 Win 170.0 930 170.0 745 170.0 1116 170.0 860 170.0 1302 170.0 940 156.6 1370 170.0 1015 139.2 1310 170.0 1076 125.3 1370 164.0 1082 104.4 1370 155.9 1072 69.5 13TD 155.3 1070 78.3 1370 165.3 1070 66 In 170.0 974 170.0 709 170.0 1169 170.0 903 156.6 1248 170.0 1002 136.2 1248 158,6 1D13 121-1 1248 147.1 1000 108.9 11248 139.0 989 90,8 1248 130.4 978 77.8 1248 129.0 975 60.1 1248 129.0 975 c J 72 in 167-6 1049 170.0 1178 139.9 1049 160,2 892 - 119.9 1049 132.1 875 104.9 1049 119.1 860 932 1019 109.7 848 83.9 1049 102.7 838 69.9 1049 94.3 825 59.9 1049 91.2 620 62A 1049 91.1 820 0 76 in 142.7 941 149.1 822 118,9 941 126.8 8D5 101.9 941 111.2 791 89.2 941 100.0 777 79.3 941 91.7 766 71.4 941 65.5 757 59.5 941 77.6. 744 61.0 941 74.0 737 44.6 941 73.3 736 in 132.0 694 137.6 783 110.0 894 116.9 767 94.3 894 102.4 753 82.5 894 91.9 740 73.3 694 04.1 730 66.0 0% 78,3 721 65.0 094 70.7 70T 147.1 894 6T,D 701 41.3 894 66.1 698 `78 901n 85.9 671 811-7596 71.6 671 71.9 585 61.4 671 65.3 576 53.7 671 58.2 566 47.7 671 529 668 43.0 671 48.8 557 35.0 671 43.1 639 � 30.7 671 39.7 531 26.9 671 37.9 526 96 in 70.8 590 72.8 527 59.0 590 61-4 518 60.6 590 53.4 509 44.3 690 47.6 502 39.3 590 43.0 494 35.4 590 39,6 488 29.5 590 34.7 477 25.3 690 31.6 469 221 590 29.8 464 I 108 in 49.7 466 60.6 421 41-4 466 428 414 35.6 466 37.1 408 31.1 466 329 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.5 382 17.8 466 21.2 375 16.5 466 19.6 370 1111n 45.8 441 46.7 4D0 35-2 441 39.3 393 32.7 441 34.1 387 28-6 441 30.2 382 26A 441 27.2 376 22.9 441 24.9 372 19.1 441 21.5 363 16.4 441 19.3 356 14.3 441 17.0 351 Ill 120 in 36.3 378 359 344 30.2 378 31.0 339 25.9 370 26.0 334 22.7 378 23,7 329 20.1 378 21.3 326 10.1 ! 378 19.5 321 15.1 378 16.7 311 144 in 21-0 262 21.2 242 17.6 262 17.8 239 15.0 262 15.3 236 TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: Substrate AnchorCopaclty Table (lbs) 2.7k W trete 35kConc. halow CMU Fmedcmu PTwood M., ANCHOR CAP.,,,o,,,,� (DP-) X ( = ANCHOR CAP., Elco V4' SS Eke 6116' Eko 114' SS Elco #10 Steel #12S1ed #12 Steel MULLION CAP.,,,,"",.,,� AnCIw7yX6116 AnehorClip Patterns 3116 Elco Unracan 1/4' EkoUnraton 1.11110MYt6 Eko Ulratan VAI EkeUftmcon AggreGalor Unracon AggreGalor Screw ((35) Screw (G5) screw (O5) USE THIS FORMULA TO OBTAIN THE "ANCHOR Edge Distance pny r 2-IfT 1• 2-1/7 3118' 1• 21/2, 1• 2-1/2' 2" 31rB' 2 o.4e' 0.54' 0-324• CAPACITY REQUIRED" CORRESPONDING TO AN Embeomentpn) 1-3/4• 13&4'1314• I -YC 2" 1-114" 1-114' 1-1/4' 1-114^ 11/4• 1-114• 7 I -w 14ir vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchon ® 475" Mlrt O.C. / Standtard orO05etClip 0g. 11 3901bs _ 39D Its 450Ibs 890 Its 1&11 itis 270 lbs 280105 354 M7401bs 374 IDs - 664 lbs 046 Its 341 lbs 442 lbs 566 Ms OPENING, WHEN IT IS LOWER THAN THE MULLION 4 Anchor @ 1.15' Wit O.C. / Standard (orOMel) Clip (Mg. 4 480 M9 700 ft N/A WA NIA NIA 380 MS N/A WA NIA WA WA 682 lbs BBs lbs 1120 ft CAPACITY (FROM THE TABLE) OF THE SELECTED 4Amhors ®3- Min. O.C./(2)2x5Angle Clips I(Mg.4 760 lbs 780 lbs BBOIbs 1560 Its INGIbs 540lbs 5601ts N/A 7601bs 748 ms OBD lbs 1892 lbs 682 IDS 8851bs 1120Ibs MULLION. IT WILL YIELD AMINIMUM ANCHOR 3Archers Q 0.54•Min. O,C./U•CIIp, Into.I=Alum- (Fig 4) NIA WA NIA WA NIA NIA WA NIA WA N/A WA WA NIA WA - 95011a ` CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/ F-Cllp (Flo_ 4 195 ros 105105 225 lbs 445 Its 822 ltd `135 lbs 140 b 177105 370lb5 187Ibs 332 m 473 Inc 170 b 221 lbs - 290 Its ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @ 1.15' Mtn. O -C./ F•Cilp (FI¢ 4 240 IDs ( 350 Me N/A WA NIA NIA 190 ros N/A `j WA N/A WA WA 341 lbs 442 Its 1 660 Ibs ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST • • • • BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .100" THICK, STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A25" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 3.250" 624" _1 1.25" X 3.25" X .624' MULLION o OR 2 LL 0 U o a Cl U J U- LD N CoL V) ul O l - W J W m In � C) O }_- U 0U. 75 J g x Ru � mW J o a z � Q N �O I- X Z 0D m0 ®� N 0 o 0 LIJ (") I -LI -L C UN a 0 0 Q0. Z .� m� nRODUCT REVISED Lis complying with tho FI Building Code ,� Acceptnnce NO Ex iration Dale t By Miami Dade Product F\t�1111I111/,, \ •��)�\� LYNN \ V�GGNSF 1� i ' Plo.Sti/05 -0 $ IU A. LYNNIM(ILL&, P.E. FL P.E.# 58705 TABLE 11Ar, Mullion Capacity Table Obaffe) te' , Opening Width (lbrverlica"panr in I millions) orOpening Height (for horizorie"penning mullions) 60 70'm 80 in 90 in 100 in 120 in 140 in 160 in k Q { Id u- 50 in in Rectangular TrapTriang. Rectangular TraprTdang. Rectangular TrapJrrierg. x ' O }" 126 TrepTriong. Reclengular Tropfriiang. Rectangular Trapri'dang. Rectangular TrapTr ang. Reclargulai Tiepfriiang.. Raclsngular Trapfrriang. 126x3Jl4 Loadmg Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading 0 w Loading Loading x.1124 Loading hxr 0 J Alum. Tube a a Mullion a asILa� a P� S a� a a� a� S aG S d� S Qa a a� a� a o a s� aS 3 a9 :Z N u o� iv ov o u n n ci 0 0G -'o- = ' oSrS 0u`r„'v 0'=a'0GG1v -v E 0u -v g.32 =e o=+ 033 E 0, o 0SS - zSS CD W A, G yc-K OA� 521 170.0 1735 170.0 170.0 1883 170.0 621 W 421n 170.0 620 170.0 481n 170.0 708 170.0 435 170.0 741 110,0 178 170.0 868 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 621 170-0 1240 170.0 521 170.0 1188 170.0 521 524 170.0 BSD 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1411 170.0 660 170.0 1700 170.0 680 170 0 1983 170.0 680 170.0 2267 170.0 680 J W S0.626 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 16 U) 64 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170-0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 061 170.0 2231 1700 861 160.2 2403 170.0 861 m Q 60 In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 078 170.0 1417 110.0 944 170.0 1594 11700 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 148.3 2163 170.0 1063 129.0 2163 770-0 1063 (D J 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 156.9 2060 170.0 1169 134.5 2060 170.0 11T1 1117.7 2060 170.0 1171 ice.) J LUIL 66 in 170.0 974 170.0 789 170.0 1169 110.0 903 170.0 1354 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 1430 1966 170.0 1275 122.6 1966 170.0 1286 ' 107.2 1956 170.0 1286 m J 72 in 170.0 1063 170.0 870 170.0 1275 170.0 1009 170.0 1408 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1734 169.8 1386 115.6 1734 155.9 1364 99.1 1734 150.4 1352 ' 06.7 1734 150.2 1352 J 0 761n 170.0 1122 170.0 937 170.0 1346 170.0 1080 168.5 1556 170.0 1209 147.4 1556 1652 1285 131.1 1556 151.5 1266 117.9 1556 141.3 1251 96.3 1556 128.3 1229 B42 1555 122.3 1219 73.7 1656 121.2 1216 J E OCZ 781n 170.0 1151 170.0 967 170.0 1381 170.0 1116 1559 1477 169.3 1245 136.4 14TT 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1477 110.8 1158 68.2 1477 109.3 1154 Q 90 in 142.0 1110 146.5 986 118.4 1110 123.9 968 101.5 1110 107.9 951 88.8 1110 96.3 936 78.9 1110 07.5 922 71.0 1110 80.7 910 59.2 1110 71.3 891 _ 50.7 1110 65.6 070 - "A 1110 62.7 070z r � � Q 0) � O 96 In 117,0 975 120.3 072 97.5 975 101.5 856 83.6 975 88.3 B42 73.2 975 70.5 029 65.0 975 71.2 817 585 975 65.4 807 48.8 975 57.4 789 41.8 975 52.3 776 366 975 49.3 767 F x 00 � 1D8in 112.2 771 84.0 696 611.5 7T1 70.7 685 68.7 771 61.3 674 51A 771 54.3 664 45.7 771 49.0 665 411 TTI 44.9 647 34.3 771 30.9 632 29A 771 35.0 621 25.7 771 324 612 Cn �- R mO mO O% A 111 in 75.7 730 T7.3 661 63.1730 65.0 650 64.1 730 56.3 640 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 31.6 730 35.6 600 27.0 730 31.9 589 23.7 730 29.5 bat b L j Cf) 120 In 59.9 624 61.0 569 49.9 624 61.2 560 42.6 624 44.3 652 37.5 624 39.2 544 33.3 624 35.3 537 30.0 624 32.2 531 25.0 624 27.7 519 21.4 624 24.6 509 1B_7 624 I 22.5 501 W i r 144 in 34.7 433 35.1 400 28.9 433 29.4 395 24.8 433 25A 390 21.7 433 21.4 385 19.3 433 20.0 381 17.3 433 18.2 376 I � U CV Q 3: r Z O O �� o TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: :E __ ? ®O m0 '� Anchor C apa city Table (lbs) /ANCHOR CAP.,,,,,,," SOb6lrale' 2.71K Concrete 3.5KCOnC. HaliowCMU FlUedCMU PT Wood Mdai (DPS")XI )=ANCHOR CAP.,", (MULLION F ❑ A ❑ a°1 AnchorCllp Patterns 916'Elco 1141SSElco &ITEk0 114•SSElco 910Sleel #12Steel #12SIce1 CAP.^,�,„,,,e 31741 ElcoUnracOn yr EkoUnracon Unracon 316' ElcoUnracan 114 EkouBiacon AggreGator Unracon AggreGalor Screw (G5) Scree (G5) Screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR Edge Distance (In) 1• 2-1/2" 1• 2-tt2 3-1/8" 1• 2-1/2 1^ 2-112' 7 3-118" 2 0.48" 0.54' 0.324' CAPACITY REQUIRED" CORRESPONDING TO AN Embednenl On) 13/4" 134• 13/4" 1-314' 2' i-1/4" 1 114' 1-114" 1-174• 1-174• 14/4' 2 1318• 1 -yr varies _ ACTUAL PRESSURE REQUIREMENT FOR THE - - 2Arxhors @ 4.76" Min O.C. I Standard or Offset Clip (Fl g. 1y 390 ros 390 450 lbs 8150 lbs 1 1644 MIS 2701bs 200 its - 354 [In 74016s 374 Ins 694 lbs 946 tbs 341 nos 4421bs 560 lbs OPENING. WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15" Min O.C_ / Standard (or 01"t)COp 09. 2) 4901bs 70D lbs N/A WA NIA NIA 300 Its N/A WA NIA WA WA 682 lbs 665 tbs 1120 lbs CAPACITY (FROM THE TABLE) OF THE SELECTED 4 Anchors @ 3' Mln. O.C. / (1) NIS Angle Clips I (Fig. 3k 70D Ib6 7901bs 68D lbs 1560 The 1 am lbs 540 ros 560 Nos N/A 760Ibs 748 lbs 8001be 1892I1A 682lbs 865166 1120165 MULLION. IT WILL YIELD A MINIMUM ANCHOR 4Anchm @ 0.54" MkL O.C. / U4;llp, Inlo.l0a' Alum (Fig. 4) NIA WA NIA WA NIA N/A WA NIA WA NIA WA WA N/A WA 126'7 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/ FCUp (RS 5) 195 Ws 195 lbs 2251bs 445 lbs 8221hs 135165 140 lbs 177Ibs 370 lbs 187 b 3321bs 473 US 170 v 221 lbs 280 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchors@ 1.17 MIR O_C!F•CV (flg. 6)c 240 lbs 350 Ina N/A WA 1 NIA NIA 19D rbc N/A WA NIA WA WA 341 IDs 442 We 660 Its ANCHOR CAPACITY TABLE PRODUCT REVISED as complying with Fliodft � Building Code AccelHanceldo��"'®$`�'®� FIGURE 1: FIGURE 2: - TABLE NOTES: 8xpir 'on Date • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • T3Y Mi Odds (?roduci ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r , y�tlllfil/I V �y 1 YiJ��/ 4(. FIGURE 3: �Clc .... ._ i ��`. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE 3.94" ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSCUP - T SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. PJr). 5f?705 BE USED 1N PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND - CONCRETE BLOCK UNIT SHALL CONFORM TO ASTM C-90_ WOOD SHALL FIGURE 4; FIGURE 5: GROUT -FILLED (CMU) FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE �62 ;;(,��'F01=6063-T5ANDBEAMINIMUM U�� OF.100"THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND ' . �C UFt11)F'• (~ ,� 045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.f #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25" X 3.94• X.624' jIM-• A. LYON MILLI'R, P.E. MULLION FL P_E.# 58705 TABLE VA Mullion Capacity Table llbsHt ) Opening Width (forverticaly-spanning mullions) or Opening Height (for horizorttally-sparvting mullions) 50 In 80 in 701n 601n g0 in 100 In 1201n 1401n 1801n Rectangular TropRHang. Rectangular Trap/Tilang• Rectangular Tfsp/Tdang. Rectangular TrapJTdang. Rectangular Trop/hlang. Rectangular TtnprMan9. Reolangdder Tra"ang. Rectangular Ttap/Triang. Rectangular TrepMeng. 2X4%.26 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading M Loading AJum Tube Mulllon aG 3� a -v a aG 6 8 8� a s a a a 3 a a� a a� o v €� >1.9 g b _a g a� �A $ Is fr IS .9s e c rqIs �c 6-9 15.9 su e y'��gcd' cS 13 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 860 170.0 506 170.0 992 170.0 619 170.0 1116 170,0 521 170.0 1240 170.0 521 170.0 1468170.0 52q 170.0 1735 170.0 521 ' 170.0 1983 170.0 521 481n 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1275 1-10.0 877 170.0 1417 170,0 600 170.0 1700 170.0 680 170.0 1983 170.0 600 • 170.0 2267 170.0 680 50.625In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 664 170.0 1195 170.0 723 170,0 1345 170.0 747 570.0 1494 170.0 756 170.0 1793 170.0 766 170.0 2092 170.0 756 170.0 2391 170.0 756 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170-0 1276 170.0 503 170.0 1434 170.0 837 176-01 1594 170.0 856 170.0 1913 570.0 861 170.0 2231 170.0 861 1170.0 2550 S 170.0 861 801n 170.0 585 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170,0' 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2478 170.0 1063 160-8 2680 170.0 1003 63 In 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 1 145.9 2553 1170.0 1171 661n 170.0 974 170.0 789 170.0 1109 170.0 903 170,0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 23M 170.0 1275 151.9 2437 170.0 1288 1 132.9 2437 170.0 1288 C 721n 1 09 70.0 1063 170.0 878 170.0 1275 170.0 10 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1458 124.6 2184 170.0 1529 109.2 2164 170.0 1630 J 76 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 1505 123.8 1960 161.6 1548 105.1 1960 154.0 1535 92.9 1960 152.7 1631 781n 170.0 1151 170.0 987 170.D 1361 170.0 1116 170.0 1611 170.0 1250 170.0 7842 170.0 1369 162.7 IWi 170.0 1474 1137.41 1881 163.1 1500 114.5 1861 147.3 1473 98.2 1861 139,8 1469 05.9 1861 137.6 1454 901n 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 1198 111.8 1398 121.3 1179 99.4 1396 110.2 1162 ' 89.5 11396 101.6 1147 74.5 1398 89.8 1122 - 63,9 139a 82.7 1105 55.9 1398 175.9 1096 96 In 147.4 1229 161.6 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92.L1229 98.9 1044 81.9 1229 89.0 1029 73.7 1229 82A 1016 61.4 1229 72.2 993 52-7 1229 65,9 977 46.1 1229 162.1 967 108 In 103.5 871 105,8 en 88.1 971 89.0 862 74.0 971 71.2849 64.7 971 68A 837 57.5 971 61.8 825 51.8 971 56.5 815 43.1 971 49.0 796 37.0 971 44.0 782 ! 32A 971 40.8 771 I III In 95.4 919 97.3 832 79.6 919 81.9 810 68.1 919 70.9 606 6s. 9ta 82.9 794 53.0 919 56.7 784 47.7 919 61.8 774 39.7 919 44.8 758 34.1 919 40.2 742 29.8 919 37.1 732 1201n 75.5 786 76.8 716 62.9 786 64.6 705 53.9 766 55.8 695 47.2 766 49.4 666 41.9 788 44.4 677 37.7 I 786 40.6 668 31.5 786 34.9 653 - 27.0 766 31.0 841 123.6 766 26.4 631 1441n 43.7 646 M.2 504 36.4 646 37.0 498 31.2 646 31.9 491 27.3 ! 646 26.2 485 24.3 546 25.3 479 21.8) 546 22.9 474 18.2 548 19.6 464 15.6 646 17-2 455 13.7 548 15.5 440 TABLE126 ANCHOR CAPACITY ADJUSTMENT FORMULA: I AnchorCavaclty Table (lbs) ANCHOR CAP. Substrate 2-7kConciele 3.5kConc. Hollow CMU Filled CMU, PTWocd Melal (DP_) X(MULLION CAP`"°".,,m,,,,,� T -t =ANCHOR CAP. Ancltar7ype 3116' Elco Unracan 114' EkoUnracon Nib' 3116' Elco Elco UKtacm 714' Elco Unracon 114' SS Eko 5/16' Eke 1141 SS Elco #10 Sled #123[x1 #12 Steel AnehorCllp Patterns I Uilracon AgpreGalor Unracm AggreGalbr screw (G5) Screw (G5) screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR Edge Distance QnX I. 2-1W 1' 2-112' 31216' 1' 24121 1• 2-112' 2 3.116' 2 o_1W 0.54' 0.324' CAPACITY REQUIRED" CORRESPONDING TO AN t EmbedmmlSlnT 1-14' TaW 13&4' 13+4' 2- 1-114' 1-114• 1- /4" 1-114' 1114' 1-114' 7 1-", 13&6' varies ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchws ® 4.75' Min. O.C. I Standard orOasel Clip ft 192X 390 lbs 390 tbs 450 lbs 890 lbs 5644 lbs 270 Ibs 280 Its 354 Ibs 740[bs 37A lbs 664 lbs 946 Ibs 341 los 442 lbs 560 lbs OPENING, WHEN IT IS LOWER THAN THE MULLION 4 Anchors ® 2.66" Min O.C.1 Standard (or O0se1)Cup (Fig. 3X 740 lbs 74D Ibs 630 Ibs 1485 lbs 1424 Ibs NIA 660 ms NIA 6D5lbs NIA 860 Ibs WA 682As 6851ba `1120 Its CAPACITY (FROM THE TABLE) OF THE SELECTED 6Anchors @131"MIrtO.CiStandard (or OMel) Clip (Rg.4X 60 lbs 0901 758 lbs 1046lbs WA NIA 705 Its N/A 799 lbs N/A WA N/A 70221133 1327 its 1660 abs MULLION. IT WILL YIELD A MINIMUM ANCHOR 4 Anchors ® T Mir, O.C. 10 2216 Angie Cops / (Fig. 4 17801bs 7 b5 680 lbs 1560 me 18M lbs (51DIb7 5W Ibs NIA 760 lbs 74S lbs 880 lbs 18921133 682 lbs B85 lbs 112D Its CAPACITY WHICH MAY BE USED TO QUALIFY 6Anchors ® T Min. O.C. / (2) 2215 Angle Caps / (Flg 41170lbs J170 Its 1020 Ibs 23401b3 28441D5 B10)bs 840 lbs NIA 1140 Ibs 1122lbs 1320 lbs 2838 Ibs 1022lb5 1327 Its I 160D Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 3Are hors ®1.34" Min. O.C.IU-Clip, Into. 12TAiOm. (Fg. 7X 1 NIA WA NIA WA IIIA NIA WA NIA WA NIA WA WA NIA WA C0731p ANCHOR CAPACITY TABLE. I� - 2 N/A WA N/A I ILIA N/A NIA WA NIA IIA NIA WA WA N/A WA �A� _ < PRODUCT REVISED 2AnchbrsC 266" Min O.CJ F-Ciip (Fig_ R I n� T431be 712 Ibs NIA 280 @s NIA 348 lbs N/A 440 Ito IVA 341 Ibs 442 lbs O O LL 4i) � N m m L U z O IF 3Anchors @ 1.71' MIn. O.C./ F -alp (Fig. loyl J W 840 nn m ❑ O NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR Cl) J � z d m �z J IL o ,cry az FIGURE 4: TABLE NOTES: z -j r r Q N O z 1-- U) C . O to i m o r �5 N n b° 4 X Q N z 0 0 m O S.O m w 6 Anchors ® 0.64" Min. O.C.I UZIlp, Inlo .12T Num. ftft N/A WA N/A I ILIA N/A NIA WA NIA IIA NIA WA WA N/A WA 2149 ros PRODUCT REVISED 2AnchbrsC 266" Min O.CJ F-Ciip (Fig_ R I 370 ms 370 lbs 315 gn l T431be 712 Ibs NIA 280 @s NIA 348 lbs N/A 440 Ito IVA 341 Ibs 442 lbs 560 lbs 1 as complying with duoFlorida IF 3Anchors @ 1.71' MIn. O.C./ F -alp (Fig. loyl 443lbs 625 lbs 3791133 + 073 lbs NIA NIA 353 Ibs N/A 399 lbs NIA WA NIA 511 ms 664 Ws, 840 nn Buildbtg Code 1� X21 Acceptance Aro NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Exptrail I Date Pira, FIGURE 1: FIGURE2. FIGURE 3: FIGURE 4: TABLE NOTES: --2.000'--- By tu Dn Miadc ProdOcl Com • • • • • • • _ • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR ���� ,A( t_r Ivrl • • • • • GENERAL INSTALLATION METHODS. FIGURE 5- FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Z- - . + r r • • • • y �, j 4.000" +` No -. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE FIGURE • • LOCATIONS. UNIT Ci S(TE0I GI/ FIGURE 7: FIGURE 8: 9: FIGURE 10: ANGLE CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK `. "\' . �! 0 R1 r,. (j ; • • • • • (FIGURES 5&6) MUST BE USED (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 2"X 4"X.25" MULLION //6'/lU)� �l \ III IN PAIRS. GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A. LYNNiUILLER, P. E. a e a • • THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. FL P.E.# 58705 TABLE 13A Mullion Capacity Table (lbele) Opening Width (for vertically -sparring Indlions) or Opening Hight (for horizontelly-spenring mullions) 50 In 60 In 701n 80 in 901n 100 in 1201n 140In 160 in Rectangular Trop/Tdarg. Rectangular TraplTdang. Rectangular TraprTdeng. Rectangular Traplydang. Rectangular Trepfrdang. Rectangular TraplTdang. Rectangular Trap/Tdeng. Rectangular Trap/Tdang. Rectangular TraplTdeng. 2 X 6 X .26 Loading Loading Loading Loading Leming Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum. Tube r Z 2 p a u a ..'S 6 S .•. up Ti -e �..-. auk -6 .. Ti 13 .- u u Ti .„� S _U 'U U �a -a_ u Mullion 6 6 6� fp 0.� 6 6� 6 6� [1 J� it � p n 0. O.8 & w w G� a. � W p D p a0 6 qg. 0. q 2 U U II U U U p (] U O q G q G q G G W G q q G q G q W G G G W G W ,$� G W G c3 v.o 0 v v 3II c3 �.ov_ v v 0v c`I_c`3_ cis v rim v Ov ci vII 9 �@ o oe �jg _� s o� �� o� �& '_ C�� vi is a t� � � � 23 �� �� �� �G�@ �� �Gg. '� �� Q G !l. G q I C : f G Q G Q R G Q G[ r 421n 170.0 820 170.0 435 170.0 744 170-0 478 170.0 688 170.0 508 170.0 992 170,0 519 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 14B8 170.0 521170.0 t735 170,0 521 170.0 1983 170.0 521 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170,0 680 170.0 1700 170.0 680 170.0 1983 170.0 860 170.0 2287 170.0 680 50.6251n 170.0 747 170-0 583 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2002 170.0 756 170.0 2391 170.0 756 541n 170.0 797 170,0 Bt2 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170,0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 t70.0 1913 170.0 861 170.0 2231 170,0 881 ; 170-0 2550 170,0 861 601n 170.0 085 170.0 701 170.0 1003 170,0 797 170.0 1240 170,0 878 170.0 1417 170.0 944 170.0 1594 170,0 990 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1083 • 170.0 2633 170.0 1063 63 In 170-0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 INS 170.0 1873 170,0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1189 170.0 2603 170.0 1171 '170.0 2975 170,0 1171 66 In 170.0 974 170.0 709 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 10% 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170,0 1275 170.0 2727 170,0 1288:170.0 3117 170.0 1286 721n 170.0 1063 170.0 678 170.0 1275 170.0 1009 170.0 1468 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170-0 2550 170.0 1488 170.0 2975 170.0 1520 170.0 3400 170.0 1530 J � 761n 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 570,0 1794 170.0 1322 170.0 2019 170-0 1421 170.0 2243 170,0 1505 170.0 2692 170.0 1829 170.0 3140 170.0 1694 170.0 3589 170.0 1705 76 In 170.0 1151 170.0 067 170.0 1301 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1389 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3683 170.0 1796 901n 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170,0 2125 170.0 1853 170.0 2391 170.0 1793 170.0 2656 170.0 1918 170.0 3108 170,0 2125 156.0 3413 170-0 2273 136.5 3413 170.0 2381 95 In 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1993 170.0 1622 170.0 2267 170.0 1794 170.0 2550 170.0 1852 170.0 2833 170.0 2095 160,0 3198 170.0 2338 137.1 3199 166.6 2470 1120.0 3199 156.1 2426 I 1081n 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 25M 170.0 2078 164.8 2781 170.0 2271 148.3 2781 181.9 2333 123.6 2781 140.4 2281 105.9 2781 125.9 2234 02.7 2781 116.0 2190 1111n 170.0 1838 170.0 1454 170,0 1988 170,0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.0 2832 182.3 2245 136.6 2632 148.4 2210 113.8 2632 128.4 2166 97-8 2632 115-1 2128 85.4 2632 108.3 2096 120 In 170,0 1771 170.0 1586 170.0 2125 170.0 1559 154.4 2252 159.9 1991 135.1 2252 141.4 1984 120.1 2252 127.2 1938 108.1 2252 11&1 1915 90.1 2252 99.0 1072 ` 77.2 2252 88.9 1836 07.6 2252 81.4 1806 144 In 125,1 1564 126.6 1445 104.3 1504 106,1 1425 69.4 1584 9t.5 1407 78.2 1564 80.7 13M 69.5 1564 72.3 1373 62.6 1564 65.7 1358 52.1 15M 58.0 1330 44.7 1564 49.2 1305 39.1 1564 44.4 1283 TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: FIGURE 1: FIGURE 2: FIGURE 3. FIGURE 4: FIGURE 8: FI rUR _ 9: =1GURE 10: FIGURE 11: • • 1 • • i • • • i •• i • r FIGURE 5: FIGURE 6: FIGURE 7: ANGLE • • • • • • • • CLIP i (FIGURES • • • • • • • • 5-7) MUST BE • • I • • • • • • USED IN I PAIRS. (DP ) X ( ANCHOR CAP_-) _ANCHOR CAP - MULLION CAP., -.,- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. I ---•2.000"---i 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. .250'x. Anchor CaDaclty Table (Ibs) X Substrate: 2.7k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Metal Anchor Type: Will" Elco Ultracon I 1/4" Elco Ultrecon 5/16' Elco 3116" Efoo Ultracon 1/4' Elco Ullracon 1/4" SS Elco 5116" Elco 114' SS Elco #10 Steer #12 Steel 012 Sted Anchor Clip Patterns U bacon AggreGalor Unrecon AggreGalor Screw (G5) Screw (G5) Screw (G5) Edge Distance (in): 1" 2-1/2' 1' 2-112' 3-118' 1" 241T 1" 2-117 2' 3418' 2" 0.48" 0.54" 0.324" Embedment (in) 1314' 1-314' 1-314" 1.3/4' Y 1-1/4' 1-114" 1-114" 1-1H" 1-1/4' 1-1/4" 2" 13/8' 1118' jades 2 Anchors @ 4.75' Min. O.C. / Standard or Offset Clip (Fig. 182): 390 Ibs 390 Ibs 450 Ibs 890 the 1644 IN 270 280 lbs 354 Ibs 740 Iba 374 lbs 664 Ibs 946 lbs 341 ]be 442 lbs 560 lbs 4 Anchors ® 4.68" MIn. O.C. / Standard (or Offset) Clip (Fig. 3)• 780 Ibs 760 Ibs 000 Ibs 1780 lbs 3232 lbs 540 lbs 560 lbs 708 Ibs 1480 Ibs 748 The 1272 lbs 1892 lbs 682 lbs 885 lbs 1120 lbs e Anchors ®1.71" Min. O.C. I Standard (or Offset) Clip (Fie. 4): 1180 lbs 14001bs 1010 lbs 2595 ]be WA WA 940 lbs WA 1065 lbs WA WA WA 136316s 1770 Ibs 2240 Ibs 1 4 Anchors Q T Mh O.C. / (2) 2X5 Angie Clips /(Fig. 5): 780 Ibs 780 Iba 660 ros 1580 lbs 1896 lbs 540 IDs 1 560 lbs WA 760 lbs 748 lbs 880 Ibs 1892 lbs 682 lbs 885 lbs 1120 Ihs ( 8 Anchors 43 3' Min. O.C. I (2) 295 Angie Clips 1(Fig. By 1560 lbs 1560lba 1350 lbs 312D lbs 37921bs 1080 lbs 1120 Ibs WA 15201bs 1496 Ibs 1760 lbs 3784 lbs 1363 lbs 1770 lbs 2240 lbs 12Anchors @ 1.5' Min. O.C. I (2)2z5Argle Clips I (Fig, 7): 1660 lbs 2100 lbs 1440 Pis 3180 lba WA WA 1320 IW WA 15001bs WA WA WA 2045 Ibs 2654 lbs 3380 Ibs 4 Anchors ® 1-34" Min. O.C. / U -Gip, Into .125" Alum- (Fig. 8): WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1430 Ibs 8 Anchors ® 0-64" Min. O.C. I U-Cilp, Into .125" Alum. (Fig. 9): WA WA WA WA WAWA WA WA WA WA WA WA WA WA 2861 Bu 1!{ 2 Anchors Q 4.68' W. O.CJ F -Clip (Fig. 10): 390 lbs Min 390 Ibs 450 lbs 990 lbs 1610 Ibs 270 Ibs 280 Ibs 354 lba 740 Ibs 374 Ibs 636 Ibs 948 Ibs 341 Ibs 442 Me 560 lbs 4 Anchors Q 1.71" Min. O.CJ F -Clip (Fie. 11): 590 lbs 700 lbs 505 lbs 1298 lbs WA WA 470 Ibs WA 533 Ibs WA WA WA 682 Ibs 885 Ibs 1120 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3. FIGURE 4: FIGURE 8: FI rUR _ 9: =1GURE 10: FIGURE 11: • • 1 • • i • • • i •• i • r FIGURE 5: FIGURE 6: FIGURE 7: ANGLE • • • • • • • • CLIP i (FIGURES • • • • • • • • 5-7) MUST BE • • I • • • • • • USED IN I PAIRS. (DP ) X ( ANCHOR CAP_-) _ANCHOR CAP - MULLION CAP., -.,- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. I ---•2.000"---i 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED l CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED j YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" j THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO L=- _ BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2' X 6'X.25' THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION �. U_ O C U � LL 04 Z "'a: m UWj O J LU to W 00 co J Z U) z° W W J IL o ij Wz Q U) t- J J � Z 04 O to � m0 d� F/5 c'! _,0 0 U) U) X Q�� Z 0 0 g S ''O m PRmucr REVISED as complying with The M AcBuilding mgCode dce No tiro -®7-196"®3 E ' Date I Ti B Miarrl• do Aemdu i`ItJ. 5B70-, _ r (/1 _ /� (Y _ .O •' ��� � 111 i� 617 TG 0, lir r-1 C) F, A. LYNN'I�ILL�R, P.E. FL P.E.# 58705 .250'x. ZZ' X 6.0)0" / / j 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED l CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED j YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" j THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO L=- _ BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2' X 6'X.25' THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION �. U_ O C U � LL 04 Z "'a: m UWj O J LU to W 00 co J Z U) z° W W J IL o ij Wz Q U) t- J J � Z 04 O to � m0 d� F/5 c'! _,0 0 U) U) X Q�� Z 0 0 g S ''O m PRmucr REVISED as complying with The M AcBuilding mgCode dce No tiro -®7-196"®3 E ' Date I Ti B Miarrl• do Aemdu i`ItJ. 5B70-, _ r (/1 _ /� (Y _ .O •' ��� � 111 i� 617 TG 0, lir r-1 C) F, A. LYNN'I�ILL�R, P.E. FL P.E.# 58705 TABLE 14A 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SHEETS 2-4 GENERAL INSTALLATION (`1.286"--I RHV w - as complying as complying xvi6h the FI the Building Code AcceptanccNo FIGURE 1:% Mullion Capacity Table (Ibs °) Opening Width verlicatly-spaming muillons) or Opening Height (for hotizontalty-sparring millions) ' I # HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. (for *pim0mDate flFIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. MeAro�tct ANGLE CLIP MUST BE USED 1N PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 50 in 60 in 701n 801n 901n ioo in 12D In ' 1401n 160 In YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" " O ���Etq !� Rectangular TraprMang. Rectangular Tra0dang. Rectangular TraprTriang. Rectangular TraprTrlang, Rectangular Trap/Tdang. Rectangular Traprrfang. Rectangular TraprTdang. Reclangutar TraprTdang. Recta guise TraprTdana- LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND o ~ 128" x 2.11" Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadirg Loading Loading Lcadlrg Loading Loading I Loading Loading Loading OF o 2 z U x .126" Alum Tube Mull S ofd .6 D D w�136 S� ^ i8 $ 81t "� 8 B �8 �G N a a a aG aG aGiG � � � a�G7 a pG 13115 b_ � tag i3 C a C t_ tsG ts_ tG tC�c�jjC�n t_ 8G o L O � U yVy ' GGFG L 'y15 Q�j ��ll'' O� lGc�, U � U � L' � O' O L •� f� q� G C. y 8 C� 7np G Oy' O _ u � C� 7 1 O C = O t O � O O � O > C. > C. J� > .g 9 S9 -9 S {5� }� lI �$ p`p .SyG� P U) YJ (C 2 l G 4 G G Q¢ Q¢ G ` me G Q¢ r: G ` G G 4 421n 144.2 526 167.0 428 i2D.2 526 148.9 419 103.0 526 138.9 414 90.1 528 134.6 411 60.1 526 134,1 411 721 526 134.1 411 60.1 526 134.1 411 51.5 526 134.1 411 451 526 134.1 411 0 W 481n 96.6 403 108.0 333 80.5 403 94.7 325 69.0 403 86.4 320 60.4 403 81.4 311 53,7 403 79.1 316 48.3 403 78.6 314 40.3 403 78.6 314 - 34.5 403 786 314 30.2 403 786 314 50.6251n 823 362 91.0 301 68.6 382 79.3 294 58.8 362 71.9 289 51.5 362 87.2 286 45.7 362 64.6 284 41.2 362 63.6 283 34.3 362 63.5 283 29.4 362 63.5 283 3 25.7 362 63.5 283 641n 67.8 348 74.1 267 56.6 318 64.2 281 485 318 57.7 256 424 318 535 263 37.7 318 50.8 250 33.9 318 49,5 249 28.3 318 49.1 248 _ 24,2 318 149.1 248 21.2 318 49.1 248 LLI m C) C 601n 49.6 258 53.1 219 412 258 45.7 214 35.3 258 40,7 210 30,9 258 37.2 207 27.5 268 34.9 2D4 24.7 258 33.4 203 20-6 258 32.2 201 17.7 2583Z2 201 16.5 ! 256 32.2 201 tp -J 83 In 42.7 234 45.6 200 35.6 234 39.1 185 30.5 234 34.7 192 26.7 234 31.6 168 23.7 234 29.4 188 21.4 234 28.0 184 17.8 234 28.6 183 15.3 234 J 26.5 183 `. 13.4 234 28.5 183 L) J W 66Ia 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 20.8 213 25,1 170 18.6 213 23.7 169 15.6 213 22.2 18T = 13,3 213 220 166 168 11.6 213 22.0 188 z ((a g to 72 In 28.6 179 30.1 155 23.9 179 25.6 152 20.4 179 225 149 17.9 179 20.3 147 15.9 179 18.7 145 i J g 76 In 24.3 161 25.4 140 20.3 181 21.6 137 17.4 181 19,0 135 15-2 161 17.0 133 ' J ILL) u mZ 76 In 226 152 23.6 133 18.8 152 19.9 131 16.1 152 17.6 128 a I in TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q <V r -7 Z N Substrate 2,7kConcrete Anchor Capacity Table Obs) 3.5k cow. }iollowCMU ANCHOR CAP. , ,,,, F91edCMU I'TWood I Metal (DP )X( =ANCHOR CAP.- Ul X s ; 00 m2j 8 ,� 2- MULLION CAP.-,- AnehorCllp Patterns Anchor Type Y16' Eke Uitraccn W161 Eke 114' FJcD Unracm 3116' Eko Ultracon Ullracon 114' Eke Ullmcon 1J4'SSEko 5/16^Eko 1/4'SSEko #lOSt¢el #1251ee1 #12Sleel Aggrec;alor Ullmon AggreGator Screw (GS) Screw (G5) Screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR W � CV Y Y Edge Dlstance('NX 1" ff 2-111 1" 212' 3-Ue' t• z-vr 11 2-1tz• 2• 3-116' 2' 048' 0.54' 0.324' CAPACITY REQUIRED" CORRESPONDING TO AN (0 C (p Embeanenl (Mk 1314' I 1314' 1314' 1314' 2' 1-1t4' ' 1-1f4' 1-114• 1-v4' 1-114' 1-114' 2 1-W 13+8' varies ACTUAL PRESSURE REQUIREMENT FOR THE U C4 Q - 4 Anchors � 3' Min_ O.C. / (2j i e - 2x5Argk Clips / (Fig- 1} 7601D5 I 78D lbs 6801Ds 15601D5 1896 NS 5401ds ( 560105 - -' WA 760 Itn - OPENING, WHEN IT IS LOWER THAN THE MULLION 7481Ds 8601 10921bs 682 W5 885 Ihs U3D ID5 a -. d ` r `Z � CAPACITY (FROM THE TABLE) OF THE SELECTED 1 MULLION. IT WILL YIELD A MINIMUM ANCHOR 0 m0 CAPACITY WHICH MAY BE USED TO QUALIFY n �-� > ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SHEETS 2-4 GENERAL INSTALLATION (`1.286"--I RHV SEE FOR METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. as complying as complying xvi6h the FI the Building Code AcceptanccNo FIGURE 1:% ' I 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2116" *pim0mDate flFIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. MeAro�tct ANGLE CLIP MUST BE USED 1N PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED ' ✓ r 125" �L t t 1 I I 1 I I \\`{jJN ry' ''�i/ CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CG90. WOOD SHALL BE PRESSURE -TREATED ��� �0 �� • • �<<<c �i� '�}F YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" ���Etq !� THICK. STEEL STUDS 70 BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 1.26' X 2.11' X .125' MULLION % LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. Cr' OF "I.Omot'-.-' c ,4�OI�lxv- A. LY[ NIMILLtk P.E. FL P.E.#58705 TABLE 15A 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: q G �T &��C_ • • • q G U� q r�$ aCC_ �� Mullion Capacity Table (lbaWl G G aCC_N� �� aC�j a��_ G aC �p'�� �_ q Opening Width (for vsrlicaiVspanning rnUlions) or Opening Height (for horizorllaUy-Bpanning mtirions) G G a� Anchor Capacity O L 50 in 60 in 701n 80 in 90 In 100 in 1201n 140 N 1601n O Rectangular TreprlHarg. Rectangular ' Trapriitang. Rectangular TraprTdeng, +Rectangular TreplTdang. Rectangular Tiep/Tdeng. Rectangular Trep/Trlang- Rectangular TrepilHang, Rectangular TraprMang. Rectangular T)aprrdang. 3.25" 30 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading loading Loading Loading Loadng 1 DEG. AL BAYMULL a z q�+ q$ �_ 7� 3 q b' q� q a �n %. �a a v vu- a� q�1° a nil a. 170.0 744 170.0 P c 1 TABLE15B 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: q G �T &��C_ • • • q G U� q r�$ aCC_ �� G �CCaCey� G G aCC_N� �� aC�j a��_ G aC �p'�� �_ q q G q q �� �C G G a� Anchor Capacity O L s O L 7 C t O L •- C L O _ •, c i� _O F 2.7k Conorete O L L' o .0 t L _o 5 o L L_ _ � �, G L •G L o � � I 42 In 170.0 820 170.0 435 170.0 744 170.0 47a 170.0 668 170.0 508 170.0 992 170,0 519 170.0 1116 170.0 521 170.0 1240 170,0 521 170.0 14611 170.0 521 170.0 1735 170.0 521 1149.1 1740 170.0 521 48 in 170.0 708 170.0 524 170.0 BW 170,0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170-0 1275 170.0 677 170.0 1417 170.0 680 162.2 1522 170.0 660 j 130.5 1522 170.0 680 1114.21 1522 170.0 680 50.626 In 170.0 747 170.0 563 170.0 896 170.0 631 17D.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 768 11! 117.3 1443 170.0 756 102.8 ' 1443 170.0 756 64 In 170.0 797 170.0 612 170,0 966 170,0 691 170.0 1116 170.0 754 170.0 1276 170.0 603 180.4 1353 170.0 B37 144.3 1353 170.0 856 120.3 1353 170.0 861 103.1 1353 170.0 861 - 90.2 1353 170.0 861 601n 170.0 885 170.0 701 170.0 1083 170.0 797 167.0 1218 170.0 BTB 146.1 1218 170.0 944 129.9 1218 159.8 936 116.8 1218 152.1 924 97A 1218 146.1 013 63.5 1218 146.1 913 73.1 � 1218 148.1 913 631n 170.0 930 170.0 745 170.0 1118 170.0 850 150.2 1160 168,8 933 131.4 1150 153.0 014 116.8 1160 141.9 898 105.1 1150 134.2 885 87.6 1150 126.7 671 76.1 1150 128.2 870 65.7 1160 126-2 870 661n 170.0 974 1T0.0 789 152.4 1048 165.8 881 130.6 1048 146.6 664 114.3 1048 133.1 650 101.6 1048 123.4 839 91.4 1048 116.6 830 78.2 1048 109.4 821 65-3 1048 108.2 818 57.1 1048 106.2 818 72 In 140,6 880 147.9 764 117.4 880 126.0 748 100.6 880 110.6 734 68.0 880 100.0 722 78.2 880 92.0 712 70.4 880 88.2 703 58.7 890 79.2 693 50.3 860 76.5 888 44.0 880 76A 608 76 in 119.7 790 125.1 690 99.8 790 106.4 676 85.5 790 93,3 663 74.6 790 83.9 652 66.5 790 76.9 643 59.9 790 71.7 635 149.9 790 65.1 624 _ 42.8 790 62.1 619 37.4 790 61.5 61T 76 In 110.8 750 115.5 657 92.3 750 98.1 644 79.1 750 85.9 632 69.2 750 77.1 621 61.6 760 70.6 612 65.4 750 65.7 605 146,2 750 69.4 594 39.6 750 56.2 586 34.6 760 65.5 688 90 In 72.1 663 74.4 500 60.1 563 62.9 491 51.5 563 64.8 483 45.1 583 46.9 475 40.1 663 44.4 488 38.1 563 40.9 462 30.0 583 36.2 452 26.0 563 33,3 445 22.5 563 31.8 442 96 In 59.4 495 81.1 443 49.5 495 51.6 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 495 26.6 394 16.6 495 25.0 390 1081n 41.7 391 42.6 353 34.8 391 35.9 348 29.6 391 31.1 342 26.1 391 27.6 337 232 391 24.9 333 20.9 391 22.6 328 17.4 391 19.7 321 14.9 391 17.8 315 1111n 38.4 370 392 335 32.0 370 33.0 330 2T-5 370 28.6 325 24.0 370 26.3 320 21.4 370 22.8 316 19.2 370 20.9 312 16.0 370 18.1 305 1201n 30.4 317 30.9 269 25.3 317 26.0 284 21.7 317 22.5 280 19.0 MT 19.9 276 16.9 317 17.9 273 1441n 1T.6 220 17.8 203 TABLE15B 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: 3) MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' • • • • THiCK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT Anchor Capacity Table Obs) ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. Substrate: 2.7k Conorete 3-5k Cone. Hollow CMU Filled CMU PT Wood Metal 5116' Elco 1/4" SS Elco 5/18" Elco 1/4" SS Elco K10 Steel 012 Steel #12 8leel Anchor Type: Anchor Clip Patterns 3/1G Elco Utlracon i/4' Elea Ultreeon UlVxon 3118' Elco Ulvacon 1/4" Elco UlVaoan AggreGetor URrecon Ag9reGator 8cnew (05) Sorew ((35) Screw (GS) I!I Edge Distance (In): i' 2412' 1" 2-12" 3-1/6' 1" 2-12" 1" 2-12" 2' 3-118' 2' 0.48" 0.54' 0-324' Embedment Qnr 1314" 1-314' 1-314' 1-3/4" T 1-114' 1-114" 1-114" 1-1/4" 1 -IA' 1414' 2' 1316' 1-318' pedes 2 Anchors Q 5" Min. O.C. I (2) 2X5 Angle Clips I (Fig. 1): 390 lbs 390 lbs 450 lbs 890 IM 1700 lbs 270 lbs 280 Iba 3541bs 740 lbs 374 lbs 720 lbs 946 lbs 341 itis 442 lba 560 lbs 4 Anchors @ 3.5' Min. O.C.1(2) 2x5 Angle Cups / (Fig. 2j: 750 lbs 780 lbs 790 lbs 1670 The 2525 Itis 540 lbs 560 lbs N/A 1120 Itis 748 Itis 880 lbs 1892 lbs 682lb3 885 The 1120 lbs 6 Anchors C 2.71" Min. O -C. / (2) 20 Angie Clips / (Fig. 3): 1120 Ibis 1120 lbs 958 [be 2246 lbs 2254 ms WA B40 lbs WA , 1D591bs NIA 1320 lbs WA 1022 lbs 1327 The 1680 Ibs FIGURE 1: TABLE NOTES: • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP ) X (MULLION CAP.,,n,,,,, ) _ANCHOR CAP.., \MULLION CAP.,,,,_ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN 1T IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WiLL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 30' BAY MULLION I3.250" LL 0 p� U LO LL o LU O i - W J LU f U) LLI m C O M I- J U Z_ U) m 2� V 2 1 8 J2w _l Z Q Q 0) O Q m Z 00 C) (n LU 6 ; 0 �Vr Cn tY V) ❑ ❑ 0�I-L ® 1) � Q M Q O O D_ Z 5;.0 (/)(f) � $ in1.2 S 0 W PRODUCT REVISED at complying with the Flo" Building Code Acceptance M B�o'�le� •®3 �P'fa' iwrD'do ' i Mi Dade Prodacl \ititll1� nUC/ .f,!o. `18'/05 Vf, '. Y OF A. LYNN MILLER, P -E. FL P.E.# 58705 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: 3) MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' • • • • THiCK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP ) X (MULLION CAP.,,n,,,,, ) _ANCHOR CAP.., \MULLION CAP.,,,,_ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN 1T IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WiLL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 30' BAY MULLION I3.250" LL 0 p� U LO LL o LU O i - W J LU f U) LLI m C O M I- J U Z_ U) m 2� V 2 1 8 J2w _l Z Q Q 0) O Q m Z 00 C) (n LU 6 ; 0 �Vr Cn tY V) ❑ ❑ 0�I-L ® 1) � Q M Q O O D_ Z 5;.0 (/)(f) � $ in1.2 S 0 W PRODUCT REVISED at complying with the Flo" Building Code Acceptance M B�o'�le� •®3 �P'fa' iwrD'do ' i Mi Dade Prodacl \ititll1� nUC/ .f,!o. `18'/05 Vf, '. Y OF A. LYNN MILLER, P -E. FL P.E.# 58705 TABLE 16A Mullion Capacity Table pbe/ft2) Opening Width (for verticaily-spervr)ng millions) or Opening Height (for horizontally -sparring mullions) 50 In 60 In 70 In 80 in 90 In 100 in 120 In 140 In 160 in Rectangular Trap?dang. Rectangular TrapfTriang. Rectangular Trap/Tdang. Rectangdar 1)aplTdang. Rectangular Traprrdang. Rectangular TreplTdanO• Rectangular TraplTdaraq Rectangular Trap/Tdeng. Rectangular Travrflang. 3.26" 46 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading DEO. AL BAY MULL s u p a � �1pe �qq . cap 5 •a y� - A yy, ap s m q Z y 3 6 aB 6 P q O d G 4 6G 6 t3 yyy p yy n G a A G qG F is G n 3r yy O G G W O I1 6 3 t� I�D 6G 6 G G 6C 6 d Wo o e e o o e o cid -5 9 Q e C. :Coil e o @ r. s e a 5 g Q � e � g g �J3 d`� �� yis da d`rc d`a d`� ¢� =I drr �f d`cT� d`ay d`ac M2 42 in 170.0 020 170.0 435 170.0 744 170.0 478 170.0 868 170.0 500 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 110.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170,0 521 481n 170.0 708 170.0 524 170,0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170,0 1275 170.0 677 170.0 1417 170.0 060 163.7 1637 170.0 660 140,3 1637 170.0 880 122811637 170.0 680 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170,0 1494 170.0 756 147.1 1552 170.0 75a MA 1552 170.0 758 110.4 1552 170.0 756 641n 170.0 797 170.0 612 170.0 9511 170.0 691 110.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 856 129.3 1455 170.0 881 110,8 1455 170.0 861 97.0 1455 170.0 861 60 In 170.0 885 170.0 701 170.0 1063 170.0 787 170.0 1240 170.0 878 157.1 1309 170.0 844 139.7 1309 170.0 998 125.7 1309 183.5 994 104.8 1308 157.1 982 89.8 1309 157.1 902 '; 78.6 1309 157,1 9112 631n 170,0 930 170.0 745 170.0 1116 170,0 850 162.8 1247 170.0 940 142.5 1247 164,5 983 126.7 1247 152.6 965 114.0 1247 144.3 952 95.0 1247 136.2 936 ' 81.4 1247 135.7 935 71.3 1247 135.7 935 f3 661n 170,0 974 170,0 789 170,0 1169 170.0 903 148.4 1190 163.7 965 129.9 1190 147.0 945 115.4 1190 130.5 928 103.9 1190 128,4 914 86.6 1190 119.5 age - 74.2 1180 118.1 893 1 64,8 1190 118,1 883 S721n 161.8 1010 168.8 877 134.7 1010 144.6 859 115.4 1010 127.2 842 101.0 10`10 114.7 028 89.8 1010 105.6 817 50.8 1010 98.8 807 67.3 1010 90.8 795 57.T 1010 87.8 790 50.5 1010 87.7 789 761n 137.4 906 143.6 792 114.5 908 122.0 775 98.1 000 107.1 761 85.9 906 96.2 749 76.3 908 88.2 738 6a.7 906 82.3 729 57.3 908 74-7 716 49.1 908 71.2 710 42.9 006 70.6 708 781n 127.1 881 132.5 764 105.9 881 112.5 730 90.9 861 90.0 725 79.4 861 86.5 713 70.6 861 81.0 703 63.6 861 75A 694 53.0 661 68.1 681 45.4 881 04.5 1675 i 39,7 861 63.7 672 90 In 82,7 64e 85.4 574 68.9 646 721 554 59.1 646 62.8 554 51.7 848 56.1 545 45.0 646 50.9 537 41.4 648 47.0 530 34.5 646 41.5 51928.5 648 38.2 1511 25.9 1646 36.5 507 96 In 68.2 568 70.1 508 56.8 568 59.1 498 48.7 588 51A 491 42.6 568 45.8 483 37.9 586 41.4 476 34.1 568 38,1 470 28.4 586 33A 458 ?A,3 566 30.5 1452 21.3 1568 28.7 447 1081n 47.9 449 48.9 405 38.9 449 41.2 399 34.2 449 35,7 393 29.9 449 31.7 387 28.6 449 28.6 382 23.9 448 26.1 377 20.0 449 22.7 368 17.1 449 120.4 361 15.0 1449 18.9 356 111 In 44.1 425 45.0 385 36.8 425 37.9 379 31.5 425 32.8 373 27,6 425 29.1 367 24.6 425 28.2 382 221 425 24,0 358 18.4 425 20.7 350 15.8 425 ;! 18.8 343 J! 1201n 34.9 381 35.5 331 29.1 364 28,8 328 24.9 364 25.0 321 21.8 364 22.8 317 19.4 384 20.5 313 17.5 384 18,7 309 1441n 20.2 253 20.4 233 10.6 263 17.1 230 TABLE 166 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table (lbs) ANCHOR CAP.,,,,",,, I Substrate: 23k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Metal (DP ,) X ( } =ANCHOR CAP. MULLION CAP-„n,,,,,,z Anchor Clip Patterns Anchor Typo: 3/1G Elco tAtrecon 1/4" Eico Ullrecon 311PatternsI` 5116" Elco Elco Utlracon- Ulvacon 1141 Elco Ullrecar 1141 SS Elco 5118" Elco 114'$S Elco #f0 Steel AggreGelor Ultmcon AggreGalor screw (G5) #12 Steel 912S1ed Screw (035) suety (G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Distance (in): V 2-1W 1• 2-12' 3-116• 1" 2-1/Y V 2-12' 2' 3.118" 2' 0.48" 0.54" 0.324" CAPACITY REQUIRED" CORRESPONDING TO AN Embedment pny 1.314" 1-34' 1-314" 1-314` r 1-114" 1-114" 1-v4^ 1-1/4' 1414" 1-11v 21 1318^ 1-3/a- %ems ACTUAL PRESSURE REQUIREMENT FOR THE I 2Anchors Q 5' Min. O.C. /(2) 2x5 Angle Clips /(Fig. 1): 390 lbs 390 1b. I 450 Itis 890 lbs 1700 lb. 270 lb. 280 lb. 1 354 lb. 74011. 374 lbs 72D [be 946 lb. 341 lbs 442 lb. 5601bs OPENING, WHEN IT IS LOWER THAN THE MULLION 4 Anchors C 3.5" Min.O.C, f (2)2x5 Angie Clips I (Fa. 2y 780 lbs 7601 n , 790165 16701bs 2525 lbs 540 be 5601bs WA 1120Ibs 748 [be 880 lbs IM21M 682 lbs 885 We 1120 Itis CAPACITY (FROM THE TABLE) OF THE SELECTED J 6 Anchors @ 2.71' Min. O.C.1(2) acs Angie Clips / (Fig. 3y 1120 lbs 1120 His 9581bs 2240 be; 2254Ibs WA 640 lbs WA I 10591be WA 1320 ib. WA 102211. 1327 Ina 1680 ms MULLION. IT WILL YIELD A MIN IMUM ANCHOR - CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: B9' FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST -125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. PRODUCC REVISED as complying with gae Florida Building Code �f /{ Aceerl.,el`io 1150-01189-0.3 Ex iratlonDale 1 By Munn' do Frvdtict ����\•:\( \YIdN til/� ���i, ��'•, yTPSC_ 01. E. FL P.E.# 58705 J�.125" > �r � 1 1.625 --+ 1.000` -- - 1.000" A I 6063-T6 ALUM. 2.000" -� 1.000" t- 7� --' .125"125- -1 1.000" f- ��G%11L' � --- ;•--.125. 2.750" � 2.7 i0" ; � �r.125" � 3.1)5, ; �--.125" '. --.125" 3.1 38" ip 1.266"-1 -2 ..... i 2.000.12.000" x.125" % 375"375" i � 650" f0" 265" -125" I 2.116" ' 1"X T X .125" MULLION 6063-T6 ALUM. X -SECTION 1" X 2" X.375' MULLION 6063-T6 ALUM. X SECTION VX 2.75" X .375" MULLION 6063-T6 ALUM. X SECTION VX 2.75" X .650" MULLION 6063-T6 ALUM. X SECTION 1" X 3.125"X.5* MULLION 6063-T6 ALUM. X SECTION 1.25" X 3.188"X.265" MULLION 6063-T6 ALUM, X -SECTION 1.26'X 2.11" X .125' MULLION 6063-T6 ALUM. X -SECTION J�.125" > �r � 1 5.500" 3.125" CUTHERETO MIN .375" I _ CREATE F -CLIP, SEE MIN. MIN- f r DETAIL F,5HEET4 r-------� !I r--------� T 1 I I I I 1 A STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16". 375" .375"� I MIN. MIN. r , r---- ------- I -------------i I I� OD I I I I I O I I I I II . 1 C OFFSET CLIP .125"- 6063-T6 ALUM. TOPVIEW .740"-I-- ---{ q 2.125" U -CLIP 1 6083 -TB ALUM. X -SECTION .125"J I 4= -I .740" F+ 1.625 STANDARD CLIP .338'M IN. A I 6063-T6 ALUM. 2.000" i i I X SECTION 0.895 . 1 I x.125' f Mullion Std. Cltp 5.500" 3.125" CUTHERETO MIN .375" I _ CREATE F -CLIP, SEE MIN. MIN- f r DETAIL F,5HEET4 r-------� !I r--------� T 1 I I I I 1 A STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16". 375" .375"� I MIN. MIN. r , r---- ------- I -------------i I I� OD I I I I I O I I I I II . 1 C OFFSET CLIP .125"- 6063-T6 ALUM. TOPVIEW .740"-I-- ---{ q 2.125" U -CLIP 1 6083 -TB ALUM. X -SECTION .125"J I 4= -I .740" F+ ZNTER OF ANCHOR LE MUST LIE THIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. 2X5 ANGLE CLIP 6063-T6 ALUM - 2.000" X SECTION jr 125" 5.000" - 1 .375" MIN. -{III r ---------------------i `--------------------� 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". TABLE B 1.625 .338'M IN. A I �T U -CLIP I 0-1- 6063-T6 ALUM. TOPVIEW ZNTER OF ANCHOR LE MUST LIE THIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. 2X5 ANGLE CLIP 6063-T6 ALUM - 2.000" X SECTION jr 125" 5.000" - 1 .375" MIN. -{III r ---------------------i `--------------------� 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". TABLE B 1.625 B 2.654 1' X2" X.125" Aluminum PGT Part# 0.895 Tube Mullion Mull Dimension (sheet#) Mullion Std. Cltp IOffset Clip . U-Ctlp Angle Clip V X2" X.125" (5) 66605 666113M 6661118M 666243M 666511M 1" X2" X.375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X.375" (7) 66607 666115M 6661120M 666245M 666513M 1" X2.75" X.650" (8) 66608 666116M 6661121M 666246M 666514M 1" X3.125" X.500" (9) 66637M 6661116M 6661114M 666242M 666515M 1.25" X3.188" X.266'(12) 66641M 6661117M 6661113M 666241M 666516M 1.26" X 2.11" X.126'(18) 69370 NIA N/A N/A 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE_ 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value (in) For Mulllon: A 1.625 B 2.654 1' X2" X.125" Aluminum C 0.895 Tube Mullion D 0.740 A 1.125 B 2.404 1'X2" X.375" Aluminum C 0.635 Tube Mullion D 0.490 A 1.875 B 3.000 1" X 2.75"" X C 0.757 .375 Aluminum D 1.118 Tube Mullion E .450 Min. A 1.312 1' X 2.75' X B 3.000 .650" C 0.476 Aluminum D 0.836 Tube Mullion A 2.000 1" X3.125' X B 2.637 -500" Alum C 0.863 Tube Mull D 1.137 A 2.625 1.25" X 3.188' B 3.262 X.265" Alum C 0.862 Tube Mull D 1.762 1.26" X2.11' X A 1.813 _121" Alum Tube Mull C3O ~ oa W gx � (� 62C j 012m I j O Ir- -j LU U) 00 (n o° 0 Z c� F- O J Z ?W F U Q 0 Z00 N O Z N D O D O Y Yi U Q o �o Z U iog'o m o 0:--j 6RMUCT REVISED av complying Nvith Rw Fkwdm Building Code Ps�O-®2! Acceptance No ZBy pirel' Date Mian Dee Product ftJ r. �� •';���t tsE ' F`� . tpl17 Or A. LYNNI$�ftFY;�.E. FL P.E_# 56705 --{ 1.000" 1.000" _ ; - _740` �® R ' a 063" .385" 062" 125" --1 1•----i25" C ' .062" i r i•'" 7'�I -438" 4.000" � S �"`-1 STANDARD CLIP ; I , Y 4 w 4.G30" LC'10" 2 000" I' i 1 2.125' i y 2.625" 6063 T6 ALUM. 2.000" 2X5 ANGLE CLIP ' ---.125" U CLIP 6063-T6 ALUM. ' i X -SECTION i I i I 8083-76 ALUM. i X -SECTION 125" N � jj 125" i X -SECTION J25"-,- 125" 7ifi :,,,,,,,,,,, .031 - 3 -- �.:.........:............ II ,,,,,,.,,,.,,.,,,,,,,,,,,,,,.., (nc��t tj 1 f o T j Z 1' %/,/'��' CENTER OF ANCHOR HOLE MUST LIE WITHIN THE LU 125" G%1%i11� '"' �'. 155"� %/���/% .375" DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE m y ANCHOR O.C_ DISTANCE_ MAXIMUM ANCHOR (n HOLE DIAMETER: ANCHOR DIAMETER + 1116". W m o a 1' X 4" X .125" 1" X 4X.375" 1" X 4" X .375" 5.500" m � o MULLION MULLION 'T" -MULLION 5.000' Z M CUT HERETO 375" = 0 t0 J 6063-T6 ALUM. 6083 T6 ALUM. 6063-T6 ALUM. 3.125" 375" I _ CREATE F -CLIP, SEE 375" MIN. ~ J X -SECTION X -SECTION X -SECTION MIN. I DETAIL F, SHEET 4 _ - Z 1.250"�- I _375" i Z W z m c r-------� I r-------� I �'T CENTER OF r--------- ----------- 375" g $ s� j I ANCHOR HOLE j i MIN. :D®� �W 1.250" 1.250" t I I I I I MUST LIE WITHIN I I J a o rrZ THE DASHED I I I 1 { F BOUNDARY. SEE I Z U Q p1 O 2.85" THEANCHOR O.0 0 _� i -SHEETS 5-20 FOR F . - -i-� I.Q_. ZQ mz m o 0 .� g; 3_`4" I I I 1 I DISTANCE. I I (A h o o� MAXIMUM I I W 3.250" 3.250" i I I I ANCHOR HOLE- _: » .100" : �-•:•--.100" I t 1 I DIAMETER: I I Y Y 100" L J c'; ------J i L------- 7 - DIAMETER +1/16".---------------------� < � ¢ 0 0 Z 2X5 ANGLE CLIP tt �� [' 100" 624" 624" STANDARD CLIP U -CLIP 6063-T6 ALUM. - -2 a �F• {i L _, _� _ _-1 6063-T6ALUM. 6063T6ALUM. TOPVIEW o N E, K� --i .820" 1- - 7 --I 820" I+ CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY_ SEE 1.25" X 3.25" X.100" 1.25" X 3.25" X.624" 1.25"X 3.94' X.624" SHEETS 5-20 FOR THE ANCHOR O -C_ TABLE C TABLE C, CONT_ MULLION MULLION MULLION \D�i[�AMETER: AXIMUM ANCHOR HOLE 1Dlmenslon Value (in) For Mullion: jDimenslon Value(In)�F 6005-T5 ALUM. 6005-T5 ALUM. 6005-T5 ALUM NCHOR DIAMETER+ 1/16". - f ---- X-SECTION X -SECTION X -SECTION 1,000 �° 12 X F 1.836 1.25"X 4-G 1.000 .125" I G OSOC� X.624"3.469" 5.500" H 2680 Aluminum _ I H I 1.43 � Aluminum "1 3.000 Tube Mullion 13.250 Tube Mullion2.661 •125" 3751375" G &167 1- X47 X I F 1.625 I X,824"1.377"- A .125" 1.877" MIN_ -------- I H 2.430 Altaninum H 1.500 Aluminum ,-_i I t I 1 3.000 Tube &'-r l 3.250 Tube Mullion v complying with the Florida I I I I I t F 2250 1.25" X3-25" F I 2.813 130' Bay Mull Building Code I I J I i ( cept.f G 0.750 X.100' ` F 2.875 45' Bey Mull Acance No I.r-M'S03 .125" H 1500 Aluminum 45° 2 P_ pimii Date �Q� _125" ) .250" I I I i I I I i I O � 1 I 3.250 Tube Mullion By - 3 -250"45- 1 t H I Miem Dadc Product 3.250" I LI I J 1 I 45' BAY MULLION 3.250" I I I I TABLED .� . , I I I i I Mull Dimension PGTPart# \�� 30* DAY MULLION 6083-T6 ALUM. �_______� .._ _____� \� �.(TyN i�� ( ) Mullion Std. Clip U -Clip Angle Clip 6063-T6 ALUM. I X -SECTION Wheel # � � �C X -SECTION 1 - _-_ `\ •. �GENSF i 1`X4" X_125" (10) 69364 86811tH 6881122M 666241M 666518M OFFSET CLIP •, -i C ` r I I 125 G 6063-T6 ALUM. 1' X 4' X .3T5" (11) 66610 666112M 16681123M f 666242M 888519M Z 228"� -.981"� .226"J t -.981"-i '� TOPVIEW 1"4` x a�� "T. 111) 66853 666112M 6661123M 688242M 686519M NOTES: 740" I � 1 li X3.25" X.100' (13) 160 6861127M 6661124M 6662410M 6665115M 1.25 a.tb A.bL4- (-r4) 20161 6681128M 8681125M 6662411M 6685116M 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25" X3.94" X.624'(15) 20162 8881117H 6881128M 868241M 688517M 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 30 Degree (19) 66649 NIA WA WA 6665110M O.0^•'...... ..�O 45 Degree (20) 66650 WA NIA I WA OM111M / S s( 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A. Oqg- 4 R; �_E. FL P -E. 58705 TABLE E Mull Dimension PGT Part# (sheet#) Mullion I Std. Clip I U-Cllp I Angle Clip r- •125" 2" X 4" -X.2Y (16) 66602 6136261M 61111271M 6665112M ? I 2" X 6" X.25" (17) 66604 ( 666262M , 666272M , 6665113M I STANDARD CLIP 2.000" I i 6063-T6 ALUM. X -SECTION NOTES: I 1 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING I I i it x.125" DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. r,r, -rrrr rr-rrrrr- rr =i�c�irrrr% r=r=rrrr.rrrrrr.+ 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE I ) HOLE LOCATIONS. �--1.490"—^i 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 0.500' _250" -2-000'-' 4.Coo" 2"X4"X_25" MULLION 6063-T6 ALUM. j X -SECTION III%7j_�JJj / 250" 11 .250 — _ . 6.0)0' 2'X 6"X.25" MULLION 6163-T6 ALUM. X -SECTION 4 % I U -(LIP 6063-T6 ALUM. 2.125" y I S X -SECTION i I ' r 125" CUT HERETO I 3.500" _ CREATE F -CLIP, .375" I I SEE DETAIL F. 375" MIN, j�- SHEET4.375" ------------ -------- - --� ---� --� I t I I I I I I I i I — - i - — - -- - i- — 3.4 38" + — — 3.438- L - .438"L- STANDARD CLIP U -CLIP, 6063-T6 ALUM, CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. SED FOR 2" X 4" MULLION, SHEET 16 WITHIN THE DASHED BOUNDARY SEE TOPVIEW TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. \�IAAI AXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE CHOR DIAMETER + 1116". WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. 5.500" DISTANCE. MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER: ANCHOR DIAMETER + 111600" CREATE F-CLIP,MIN„ _SEE DETAIL F. 'MSN"SHEET 4 A .375" i I I 1 1 I I I 1 I I � I I •' I I I �— - - — — - -r- - - 1 4.638" �-- t -- 5.4;8" I ! ` 5.438" I II I I I I I STANDARD CLIP U -CLIP 6083-T6 ALUM. 6063-T6 ALUM. TOP VIEW USED FOR 2" X 6' MULLION. SHEET 17 TOPVIEW ELI x a�m;t o r 2X5 ANGLE CLIP 6063-T6 ALUM_ wZ z v 2.000" ; X -SECTION LO rI� 125" m w rrrrrrrrrrrrrrrrrrrrrrrrrrrrrr. rrrrrrrri�rrrrrrrr, Cf) D' � L11 P �' O W J U-1 � 7C U g U) 5.000" 375" LLI 0— MIN. —MIN. M z U) I U z z w Lv $ � I I I I I I J D -o v �Z I I Q J r .�• z Q rn o 3.438" I I QZ z N o I I I I .375" fn Q ���' o U5 z o 0 L___ I MIN_ U) U) 2X5 ANGLE CLIP Q Q O O CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. z WITHIN THE DASHED BOUNDARY. SEE TOPVIEW 2 E 0 SHEETS 5-20 FOR THE ANCHOR O.C. — b DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". 5.000" .375" — Y1 MIN. r ---------------------i 1 i i I f- RPrDUCT REVISED I I I I as complying wilh the Florida I 1 Building Coda 1 0 9 I I Acceptance No 2. I 1 pi[nlion "4e i I B Mian. Froduat I 1 \\\\Illfl/l 0 ENS i No. 58705 _ 1 I 375" — I I MIN. S111' E OF0 mg A, 2X5 ANGLE CLIP ��irl i��� • • .... • • L> ~ 6063-T6 UM k��: A. LYER, P.E. FL P_E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS IN HEAD —I L - — �SEE ^SEE FENESTRATION DETAILS, PRODUCTS SHEETS APPROVAL \ 2-3 MULLION , LEN 3TH SEE SHEETS �.- --- / 2-3 - — NO ANCHORS IN WINDOW SILL 32' 32' �t MULL WIDTH OPENING WIDTI" EXAMPLE 2: MULTIPLE MULLIONS THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4", THE OPENING REQUIRES A DESIGN PRESSURE OF +60,01-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1"=65'. REFERENCING SHEET 25, 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 +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A. SHEET 7, THE 1"X 2.75" X.375' MULLION (LENGTH = 72", OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/--58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 413 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 412 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) 412 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP 1S EASIER TO INSTALL. 3) VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X \ 636 LBS 1 = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF ) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 36"+36"+1" =73". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X.375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2"X 4"X.250- MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2'=74", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73' DIMENSION (35-1/2"+35-1/2"+2"=73"). 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2' X 4" X.260- MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =1061. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X.250' MULLION (@ LENGTH = 42", OPENING HEIGHT =120") HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U -CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/_64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM, THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. u�m O o d w pZ U LL to C11 A3 m zc, w O w J W z:) _ U) m o� Cf) I— J Z z m 5W �Z Q r Q Z OD o CO B �o 8— Fn _jw o 0 Q ¢ O O Z (/) In mO mQm PRODUCT REVISED as complyin4 with 6e Flarkh Buildig Code Acceptance No 16'O S 12' .O3 t piration Date -,/-(a By Miam Dada product / \l��\111I11tt � `�' •'•��GCt�SE •'•r� i P. 1,1c). 53705 =- SIT O - �J A. LYI(IN •MILLL P.E. FL P.E.# 58705 MULL WIDTH --I r __. SEE DETAILS, 3 '" S 2_ S rFENESTRATION VERTICAL I' ' 1 MULLION" '--SEE -SEE LENGTH & — — — DETAILS. DETAIL E, OPENING SHEETS 2-3 SHEET 3 HEIGHT FOR HO Itz. MUL -ION 7!" SEE DETAILS, — SHEETS _ /_ 23 ! IL ---/J ! ! ULL LENGTH MULL LENGTH L OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4", THE OPENING REQUIRES A DESIGN PRESSURE OF +60,01-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1"=65'. REFERENCING SHEET 25, 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 +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A. SHEET 7, THE 1"X 2.75" X.375' MULLION (LENGTH = 72", OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/--58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 413 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 412 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) 412 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP 1S EASIER TO INSTALL. 3) VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X \ 636 LBS 1 = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF ) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 36"+36"+1" =73". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X.375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2"X 4"X.250- MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2'=74", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73' DIMENSION (35-1/2"+35-1/2"+2"=73"). 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2' X 4" X.260- MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =1061. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X.250' MULLION (@ LENGTH = 42", OPENING HEIGHT =120") HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U -CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/_64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM, THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. u�m O o d w pZ U LL to C11 A3 m zc, w O w J W z:) _ U) m o� Cf) I— J Z z m 5W �Z Q r Q Z OD o CO B �o 8— Fn _jw o 0 Q ¢ O O Z (/) In mO mQm PRODUCT REVISED as complyin4 with 6e Flarkh Buildig Code Acceptance No 16'O S 12' .O3 t piration Date -,/-(a By Miam Dada product / \l��\111I11tt � `�' •'•��GCt�SE •'•r� i P. 1,1c). 53705 =- SIT O - �J A. LYI(IN •MILLL P.E. FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: 1 { I I - I SH/DH SH/DH LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED - - PW- - - SH/DH SH/DH LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED - PW,/ HINGED -- / DOOR oC LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS SH/DH I SH/DH LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION PW/// If ✓_ / PW - __ /I Pw PW I- I I LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAIJTRIANGULAR LOADING: SGD LOADING OF HORIZONTAL MULLION -7\'V II lv PW PW 1 _ I I LOADING OF (2) HORIZONTAL MULLIONS — PW� / �a a LOADING OF VERTICAL MULLION PW / -- HINGED DOOR LOADING OF HORIZONTAL MULLION PW / ; PW II LOADING OF VERTICAL MULLION PW i F Y SH/DH HR I I I I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: 1)DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN ✓�! _ - MAY BE EXTRAPOLATED FROM / - THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT PW BE DETERMINED, USE RECTANGULAR LOADING. - - / - - 3) SEE PRODUCTS` APPROVAL FOR / ACTUAL ANCHOR LOCATIONS. i SGD LOADING OF HORIZONTAL MULLION �3 � c' o d w n W pZ U J LL LO stn m 00 i - z nN LLI J LU � S w m U) Lu o - OO m M J W �Z Q00 rn o Q Z U) m o m� E0 s o Z_ !Y < U) U O Q 0 O a�zU)U) �m° ;^:LGOUCT REVISED as compiyinb �cilh chc Flosedra building Code Acceptance Na ( f- Mum promo -i: No, ,6705 o STr ILOF '�`;_•'•._/ZORIUF� DC7`. "i�- t`i'cs-..--•''.-\ �'- A. [-YNN'L�R1•O.E. FL P.E.M58705