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Home My WebLink AboutNOA - TUBE MULLIONBY St Lucie CaunV MIAMI-DADS MIAMI-DADE COUNTY EW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wvw.miarnidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade 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. ff 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. Tailure 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. MIAt11 DARE COUNTY NOA No. 16-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 pun L mm Co%&% P el ; J, 1, 0 " .. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819. 05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 . through 25 of 25, dated 08/29/11, with revision 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 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manue a ez, P.E. Product Cont oI aminer NOA N0. 6-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5,h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 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 ar $ 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 NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE FOPENING WIDTH /FORVERTISAMUU`_ MULLIONS DAS A -I S; TH HEE23 I GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARETO BE DESIGNED BY OTHERS. ARCHESTOBE 2) THE TYPE AND NUMBER OF ANCHOR$ IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED INSIOE HAVE BEEN TESTED AS TREE -FLOATING• AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGULAR NOT HAVE A GAP OF MORE THAN 1W FROM THE CUP. SEE SEE DETAILS ATHRU G; / 11DETAILS 11 I11 11I \ SHEETS 2.3 III / I 1 AT RUG; SHEETS 2-3 OPENING VERT. HEIGHT MULL FOR LENGTH HORIZONTAL SEEOETAILE, MULL 9HEET3 FENESTRATION PRODUCTS MAY BE OFANYTYPE. MUST BE /III MANUFACTURED III _ BYPGT. /SEE DETAILS A-DHORIZONTAL - MULL SHHEETSEETS 23 LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: F--OPENING WIDTH ---I `I L N`GTH i' 1 1 'I� p OPENING HEIGHT OPENING MULL FOR HEIG� / LENHMGTH HORIL L MUL� SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE - STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 •AISI-S160.07/S2-2010 f----HORIZ. MULL LENGTH--) 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACOWAGGRE-GATOR NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/F1') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR! OR'TRIANGULAR/iRAPEZOIDAL'. GENERAL NOTES..,_._.__.......__ 1 'INSTRUCTIONS ............ ... _..._._. I ELEVATIONS ----------- 1 MULL TO 2X WOOD.._._....._.__.._. 2 MULLTO 1X& MASONRY_......_.. 2 INSTALLATION NOTES.__._...2 MULL TO MASONRY .............. 3 MULLTO STEEL STUD__._.___.... 3 MULL TO MULL......._............_.._... 3 ANCHOR SPECS-.____._.—..__ 3 ALTERNATATE CLIPS .......... .-.-_4 BAY MULL INSTALLATION.._.____ 4 1 X 2 X.125 MULL SPECS____..._5 1 X 2 X .975 MULL SPECS..-_.-._..8 1 X 2.75 X.375 MULL SPECS._...__7 1 X 2.75 X.65 MULL SPECS ........ 8 1 X 3.126 X ZOO MULL SPECS___.9 1 X 4 X.125 MULL SPECS.—....._..10 1 X 4 X .376 TUBE MULL SPECS__ 11 1 X 4 X.376 'P MULL SPECS...... 11 1.25 X 3.166 X 166 MULL SPECS._72 1.26 X 326X.100 MULL SPECS__13 1.25 X 3.25 X.024 MULL SPECS._14 1.25 X 3.94X.624 MULL SPECS....16 2 X 4 X.25 MULL SPECS.__.__..._ 16 2 X 6 X 15 MULL SPECS_.__.....„. 17 1.28 X 2.11 X.125 MULL SPECS__ 18 30• X &25 BAY MULL SPECS ...... 19 45• X 3,26 BAY MULL SPECS..___ 20 MULLION &CLIP DIMENSIONS.__ 21.23 EXAMPLES 1 & 2... ...... _..... _..... ..... 24 LOADING EXAMPLES.._._.__._. 25 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSIFT') FROM TABLES 1A THROUGH 18A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING comp�y�nBwjU P1aR& THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSIFT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIM) FOR THE OPENING OBTAINED IN Bulldina 0°d4 Acc°plenm N° O�Lbg• VERT. MULL STEP 1). E ISInlhl° LENGTH5) Tn� FROM THE SAME TABLE USED INSTEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE ByREPRESENTS `am °h°ductRVEICAWIDTH THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY. �`,�t�ON•••""•• /!lac �: L MULL 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR OPENING wID7H �FORVERTICALMULL ANCHOR/SUBSTRATE!ANCHOR-CLIP PATTERN MAY ` ••..Q i CAPACITY IS MET. P�•;'\GENS� MULTIPLE MULLIONS 7) IF THE MULLION CAPACITY (LBSIFT-) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FORTHE •�` : No. 50705 OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE -O •;� / B) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION FENESTRATION '• b 1 '�"` • CAPACITY (LBS/FT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED ASSEMBLY. , FLORIOP•' •• G�$�� :�S� .""'•'' PRODUCT 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.n \J ` A. LN�E'FA`�. FL P. . 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) ENHERTHE STANDARD OR OFFSET MULL < d CUP MAYBE I I I INSTALLED BY d I THIS METHOD. d G ° EME OR ° , LLION EE SHEETS 3 FOR HOLE AALLMULLIONS OCATIONS EDGEO'STANCE%—FORWCOSCREW9 e d :. DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) .d e <d n v d: EXTERIOR THE OFFSET CLIP IS RECOMMEHOED FOR FIN -FRAMED WINDOWS. BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP.ANCHOR 1 TYP. ANCHOR PER SUBSTRATE, PERSUBSTRATE, SEETABLFSIB-166 SEETABLESIB-16B EDGEIENO ' DISTANCE SEE TABLES iB-16B EMBEM�Ni SUCKSTRIP AND ATTACHMENT .. _ :.r SEE NOTE I, • SHEET I. .. • 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. EDGE DISTANCE FOR MASONRY ANCHORS MULLION BUCKSTRB' TYP.ANCHOR AND PER SUBSTRATE, ATTACHMENT SEE SEE TABLES 16.16E BY OTHERS, SEE NOTE 1, I SHEET t. •, 1 .t. MIN2.7KSI�•• • EDGE CONCRETEORCMU'DISTAN CE, 61:, SEESEE TABLES EDGEDISTANCE 18.16B FORMASONRY ANCHORS SIDE VIEW jEITHERTHE STANDARD OFFSET MULL CLIPMAYBE INSTALLED BY THISMETHOD ANCHOR PER SUBSTRATE, SEE TABLES tB-16B BUCKSTRIP AND ATTACHMENT t ; ; BY OTHERS, EMS MENY' SEE NOTE I. SHEET I. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW In 9 G, P.o�o2 PRODUCT REVISED as complying With the FIB" Belo' Code �1 ,.0 Acceptnnm No 21 Ex itelion Date By Miunl dehodul{ VYNN A, IIII gte �'�t*,••'4lOEN SF �'.eP i No. 58705 �iO�•'•• �LOtiIOP•'C1��`� A. LfNNIM)LLEFZ, F .E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHERTHE 3TANOARD OR OFFSET MULL CUP MAY BE INSTALLED BY THIS METHOD a < . EXTERIOR : °A.. 4 EDGE DISTANCE FOR MASONRY ' ANCHORS TYP. ANCHOR PERSUBSTRA SEETABLES 1 MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW TYP. ANCHOR <PER SUBSTRATE, EE TABLES 18-130 EDGE DISTANCE FOR MASONRY ANCHORS AND ITTACHMENT BY OTHERS, SEE NOTE 1, THE OFFSET CUP IS RECOMMENDED FOR PIN47AMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1043B EDGE DtSTAb SEE TA MIN 2.7 KSI CONCRETE OR CMU 10.13E SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR 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 114, S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E: rahg. —I 12s•MIN. MULLION TO MULLION ®aid INTERSECTION NOTES: EaX� (U-CLIP) IN 1) MAY BE INSTALLED IN'TEE' OR °CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY Si ' (SHOWN) OR VERTICALLY. N L3) SEE U-CLIP DRAWINGS, SHEETS 21-23 0 TOP VIEW ca FOR CORRESPONDING MULLION. Z v MNLUON VARIES I J 012STEELSCREWS, 7 tl SELF -DRILLING OR PREDRILL $ `MULLION AND USE EMS ` m m M z MULLION h Z 0 z LINTERSECTION U-CUP F' o EXTERIOR Q Z Q Q Z NI OD SEE SHEETS 21.23 FOR HOLE LOCATIONS $ FRONT VIEW EDGE DIBrANCE F SEET'BLES 0• B U .Z Q O as Zz� �$ B mo SIDE VIEW a� DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHOR A PER SUBSTRATE. ` �SEETABLESIB-13B P, SEE SHEETS ® PRODUCT REVISED 21.23 FOR "complying with the Flud" HOLE LOCATIONS Building Cade AcMPIanae No1(aw45e 1$'63 MUWON ® ® BxpimU BDate goZJ By Mi 'Dada cT oIISSTANCE SEE TABLES .`LYNN 41 'AAAA Q�( ""••./��(-� FOR STEEL STUDS THINNER THAN FRONT VIEW 1BGAANDCOMPLIANT WITH THE FLBUILDING 1&7313 t�; Sc CODE, A2XWOOD BACKER MUST USED. ATTACHMENT BY OTHERS. _ r; ND•g8-/OS USE WOOD ANCHOR SPECS EXTERIOR SIDE VIEW NOTES: •, - TX G` ryry %L ••, •\�uti 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD O FO: �.t` •'•., ANCHOR VALUES MAY BE USED. ' FLOR\OV'. Ch 2) SEE CORRESPONDING MULLION TABLES. ` J� 'P. SHEETS 5-20. FOR QUANTITY OF SCREWS. Rr l A.�L'YNN' 4LEf3, P.E. FL P.E.# 58705 EXTERIOR (D DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEEDETAILSA-E, \ SHEETS 2 AND 3 FOR INSTALLATION �C TO SPECIFIC SUBSTRATES. SIDE VIEW SHOWN WITH t•X 4'X.125' MULLION STANDARD MULLION CUP MODIFIED TO FIT FIELD CONDITIONS. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-14B STANDARD CLIP TO BE MODIFIED IN.FIELD. E DISTDGE ANCE E PER ANCHOR NOTES FOR INSTALLATION OPTIONS P. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.25' X2.11' 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 DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) 1 EDGE DISTANCE PER I� ANCHOR O _3O' OR 45' BAY MULL VTO. O 0 OW TYP.ANCHOR /—PER SUBSTRATE, SEE TABLES 16B OR 188 I EXTERIOR 1 1 I 2'X6-ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL INTO WOOD, STEEL, ALUM OR MASONRY EOG C C" -� 4� O PRODUCT RHVISED ns romPlying with thu Florida Building Cade 16_e2>,S• A—plwlm No O'3 Sxpimtian Date Z, NOTES FOR INSTALLATION OPTION G & H: LYt`N !vl/z 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. �i y ��•��''��GENSF •' F � 2) DETAIL G: SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE -;L; : pa", 58705 — LOCATIONS. _ t . 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �: ly1� LOCATIONS. �. TS 1 LO NE. FL 58705 Mullion Capacity Table Ibe7R2 Opening Width (for Verlica*8parrirg m flons) or Opening Hetght(for horl7ontayy-eparrdrg mull ons) 50 in 601n 70In I ' so in 901n Olin 120 in 1401n 1SOM 1x2x.126 Reclm0ai0r Leading TmjsMang• Loading Ractan➢der Wadn9 TmPRdan➢. L-&N kRiangutnr Load" TnprTion Lowing Reateniplar Loadin➢ TmpMang. LoadUp RedatlgWar Loadng TraWRIang Lmdlre RmIa WeI Loaft TreWrnan➢. Load.➢ Ractmgul•r Wade➢ 7teplTdnna• tnadag Recten➢ular I." Tr•pnH3ne• load.➢ R«t•npdv Lo•dn➢ Toprtxan➢. Loading Alum. Tube .Mullion � iK � •$^�$ sy i }�1 •$�$ 2B 5@ � a � •$^�$ C$p C � a dr � - a •$J$ C a$�$ �G a i s •8�g K � �aRe EC g aY p � g aY_ b pptl� •$�$ 6CS s p _ •� iKC _ �� 3$�$ �g_ e, •$J$ a & € a IE��1 < 3 .a 3� $g$ K I d •g [�.e7� iE@ a d i •$$ fig' d F §C s d a Ej$ 42In 111.0 408 129.6 332 03.2 408 115.5 325 79.0 408 107.6 321 S9.9 406 104.4 319 621 408 104.0 319 65.9 408 104.0 319 40.6 40a 1 104.0 319 39.9 408 104.0 319 36.0 408 104.0 319 481n 74.0 312 83.6 258 62A 312 73A 252 53.5 312 67.0 248 48.8 312 632 248 41.6 312 61.3 214 37.5 312 61.0 244 3t2 312 6L0 244 20.8 312 61.0 244 23A 312 61.0 244 50.625In 63.9 261 70.8 234 61.2 281 61.5 228 45.8 251 85.7 224 39.9 281 52.1 222 35.6 281 50.1 220 31.0 gal 49.3 2t9 25.0 281 49.3 210 222 261 49.3 210 20.0 281 49.3 210 J: 54In 5U 247 57.5 207 43.0 247 49.8 202 37.8 247 44.8 109 32.9 247 41.6 193 292 247 39A 194 26.3 247 30.4 193 21.9 247 35.1 193 10.6 247 38.1 193 le.4 247 38.1 193 �e So In 38A 200 412 170 32.0 200 35A 166 27.4 200 31.5 103 24.0 200 2a.0 160 21.3 200 27.1 159 192 200 25.9 157 1S.0 200 25.0 156 63 in 3&1 161 35.3 155 27.8 181 30.3 162 23.7 lei 26.0 149 20.7 181 24.5 148 18.4 lei 22.a 144 16.8 181 21.7 142 ' Z ea in 2e.e 185 30.8 142 28.1 139 20.8 1rS 2l1 136 I6.0 185 21.0 131 721n 222 139 23.3 12019.9 Ile 16A 139 17.6 118 761n 18.0 125 19.7 10916.0 m 107 7em v,5 He fee to I HDLC ID Anchor Ca ltv Table fibal 6WAImt¢ 27a ammte 3.5%Oom. I Hou"cmu Fdad CMU i PTWood Motel 5116- Eko 114' SS Eko 511E Eleo 114' SS Eloo Ala Sled 012.8 ted 612 Sled Anchor Clip Pattems Ancballype: YtE Eko Ullman U4' EIcO Ullncm UIDaon 3'18' ELro UlU«on 1!4' Elco l➢becm A9pieGator Ultmcon AOgreCelor SamwI Seltw(GS) 9cran(os) Edge Oi6teme(In): 1' 2-Irr 1' 2-Ire 3-VE 1• 241Y t' 2.1? Y 3-18' Y OAE OS1' 0,324' Embednieil k 1J14' 1.31P b3M• 1dA' Y 1414- 1-IIP 1-V4• 141P t-1p' 1.1M' Y 1-18' 1�6• rorle3 2 A.M. 5➢ 4.7V MIn. D.C. 7Steldvd cr0i DIp ffW. 1} 390 os awm 450W 8901W 1644 IN 2701W 280lba 354tW 740 Wa 374Iae 66/IE5 840 ®a 341 Ws M210c 56015a 4 Anchors ®1.15• Mtn. O.C. 16landmd (or ORet) Clip (Pp. 2y 460IN 700IN WA WA WA WA 3601ba WA WA WA WA WA 6821M 585IN 1120 ms 4 AmtrM3 0 3' Min D.G 112) 2t5 Angle ape I (Fig. 31 180 Ass 780IN ON @1 15601oa 18961G1 540 IN 6a0 R3 WA 7601bs 746IN 6801be 18921Ds 6521b3 ms 1� 1120 @+ 2 Amtwm ® 0.15' Min O.C. / U4310. W o.125' Alum. (FIg, 4} WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 71515a I AmM71 F•Clip (Flp. 5): 105IN 195. 2251Ds 445lbs 6271D1 135Ibe 140IN i771Ds 3701DS 157Its 332lea 473 M 1701bs 221 'Ile 2601h1 2 AmMm a 1.15• Min. O.CJ reap (Fig. 6k MIN 350IN WA WA WA WA 190 ass WA WA WA WA WA 341 ma .21bs 560 Ns NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANUHUKW UES AS THE STANDARD CUP. 3INCHOR (DR-) X L =ANCHOR 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 FIGURE 1: FIGURE 2: 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. FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE5: FIGURE6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND16ROPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #1n 8 #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S. OR 410 S.S. Rd oY PRODUCT REVISED as complying with this Florida Ouilding Cock ��,,//�� Acapttutm l4o IG•0218'd3 1 Ex i7eli Dal➢ Oy M(Iuni a Product i.� Ho• 58705 .,t ,A LYNM I�4�R; VE. FL P.E.# 58705 I HDLC !JA Mullion Capacity Table baf 0 Opening width (for v9rdoallys anningimdlons)orOpeningHelght(forWlf n1allyGparvingmt0lons) 601n 601n 701n 00in BON login 120In 140N 160N 17L2x.375 Racten9ular Leading Tfapr7llaro. l-dtrg Reetwgwar LWdro TraprT9ag. LWdIng Reeavufar Loading Tw"ftm. Loadllp Kwamular L.4hg Tlapfrdaro. LOadlV ReelalgvW L9adbg TnPrMWQ• 1.020V Reeta,gular L. g TmPUBM. Loading Reatanautar LoerBrg T vrd q. tnadlo Re t-141d r Loadkg Trap'M.m Loadfro Ree(argulu Lowing Tr+pnd lwadro Alum.Tube Mullion- _ _ gg r �� r^ r _ _ _ gpr 4rg _ r 42 in 170,0 020 170.0 435 161.7 662 170.0 478 12&7 fiB2 170.0 gee 113.E an 169.5 a18 10e9 GU 18&9 517 90.8 652 16'&9 617 7S7 662 168.9 617 64.9 082 16&9 517 5&7 662 16&9 517 481n 121.E 607 138.0 419 101A 507 118.2 410 bell 5W 108.7 403 7&0 507 1028 399 67.6 607 09.6 397 Gee 507 PILO 3G8 50.7 507 99.0 3% 43.4 507 ".0 395 38.0 607 99.0 3% 60.8251n 103,7 458 114,E 319 86.4 458 99.9 3T1 7L1 458 90.5 364 BLB 456 84.8 380 61.6 456 61.3 357 61,8 458 8010 3W 43.2 456 80.0 368 37.0 456 80.0 366 324 450 Sao 356 541n 85.4 400 93.3 336 71.2 400 80.8 320 61.0 40D 721 1 322 5&4 400 67.3 318 47.5 400 64.0 315 427 400 623 314 3SB 400 61.8 313 30.5 400 Gig 313 217 400 61.8 313 so In 62.3 324 66.8 218 51.8 374 67.5 2T0 44.6• 37A 254 36.8 324 4&9 280 34.e 324 43.9 237 31.1 M4 420 255 20.0 324 40.5 253 22.2 324 40.6 253 19.5 324 40.5 253 e W in BIB 294 57A 252 44.8 gel 49,2 248 38.4 284 43.8 241 3%G 2S4 39.8 237 29.9 284 37.1 234 29.8 294 35.2 232 22.4 294 33.6 230 19.2 294 324 230 16.8 204 33.4 230 9 66In 4&8 26e 49.6 230 39.0 268 424 225 33.4 26B 37.5 221 29.2 256 341 218 1 2&0 268 31.6 216 23.4 256 20.B 212 19.5 268 28.0 210 1&7 268 27.7 10B 14.8 268 27.7 209 72N 3S0 215 37.9 196 30.0 1 225 322 191 MT 225 28.4 188 226 225 2S6 1&5 20.0 225 23.6 182 1&0 226 22A 100 16.0 225 20.3 177 12.9 226 19.6 176 11.3 225 19.6 178 761n 30.t) 202 320 177 2S5 2022 27.2 173 2L9 2a2 23.9 170 19.2 202 21.6 167 17.0 202 19.7 1BS 7S3 202 1b.4 16! 128 202 1&7 100 10.9 202 15.8 158 9.6 202 15,8 158 781n 28.3 1B2 ZBA 18b 2&8 192 2S1 165 202 192 22.0 te2 127 192 19.7 158 1S1 1. 18.1 15T 14.2' 192 16.8 156 tt.e 192 1S2 162 10.1 192 1Q4 150 a.e 182 142 150 90In 145 144 19.0 128 1S4 144 1&1 128 96In 1&2 1 127 1 16.6 113 I rsDL� co Ane her Capacity Table Ibe 8 Imte: 23k Cancnle 3.5k Cwno. I Hog" CMU FMW CMU I PT VY004 WWI WI V Elm 114' aS 0m Still' Elm V4. 68 Elm 410 Steel 912 Steal 112816et AnChorClip Patterns Ancha Type: 3118' ElcO Ultlec4n 1/4' [:kO Ultrecm URmcon 31fe• Elm UOmcOn I.Elco UtUocon Ap92Galor t8trson A9pre(tata Screw (GS) ecmv (GS) So- (GS) Edge Olslarlwe 114 1• 2-tlr 1' 2•t/2' 3•tra' 1' z-Ur t• z-t2' r 3-11w r 0.4w 0.5P 0.324• Embedmml Ml: 1.14' 1-V4' 13'd' 1Jf4' 4' 1-114" 1 1.114' 1.114• 1414• 1.1/4' 1.114• r I-wr law lades 2Mg m42MV MIA. O.C./ S1043m"O6set UP (Fill. 1j: 3901bs 3901W 450 ms 890 me 16441W 2701. 280" 3541W 7401oe 3141W 664 Ins 94e1W 3411W 4421W S80 mi 4 Almhae 0 L75' MN. O.C.I Standard (m Og4e0 Qlp (FIg.26 4M 700 ms NfA WA NIA WA 380 tW WA WA WA WA WA 002'9 8851W 11201W d Alwhoro 3' A91c O.R 1(2) 215 Angle Cllpe I (Fig. 31 780 W 780 P. a80IW 15l'A0e 189604 610 @3 5W Ms WA 700 Ne 7481bs 8g01W 1892 ma 8821W 884 LW 11201. 2 Anahom 00AV Min. O.C. f U421p. We.125'Alum. (Fg. 4): WA WA WA WA NIA WA WA WA NlA WA WA WA WA NIA T15 Om 1 Ancharl Fllip (Fg. S): 1B5 @s 191 NO 2251W MS Ws 8221W 1950b 1401W 1771W 370 Wo 107 to, 332me 4751b8 170 tW 2211be 2800m 2 Anchn 01.15• Min. O.CI FLIIp(M. ek 2401W 3501W WA WA NIA WA 1871W WA NIA WA WA WA 34i IW M21W 5601bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANGHUK PAI I tKN ANw ANcrnun yr vES r r nc o -.... u � - ANCHOR 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 MULUCII CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES: • • • • 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: Fe • • • 1 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE5: FIGURE6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(0R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE -NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST A25' THICKAND 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. REVISED e with lire morith \`IS,\LYNN NG. 58705 1067 �1111F / ��tJAI_ �� t�� A. LJNN MMILE . P.E. FL P.E.# 58705 I raOLC JM Mullion Capacity Table Ibaln2 ` Opening YVldth (for%etdcally-spanning mUIloris) or Opening Helght(forhodzor1a*spenring mUOans) 501n 601n 701n 80 in 1 001n 1001n 1201n 1/0In 1601n 1X2.76% Reelatgtdar I. -Hall TtapRden➢• Loedrg RaCI4r19Liar Loan Trapman➢• Loadag Rectmg" wev Tteplal-9. Leadlq Reclanda' londno Trapntan9. Loafta Reeteev. Loednp Treprtdup. Loedn➢ Ratlmedar Londe➢ Treprrdatp. L-ft Rects�ly Lo.&.9 Trend... loadn➢ Reelen➢Wu Lasdn0 Tnprrdma. Losdn➢ Raelenpulm londrq TupTd-& LaWn9 .376 Alum. Tube Mullion ,gg 5� �� K+$ �s�g E �g5��r �� all .yF�Lt• 18� �yg¢L d ,� 3 E E9 yg E da: '� x 11, 1t dd I¢ .y. 'g �.....„ 421n 170,0 620 170.0 435 170.0 744 170.0 47a 170.0 668 170.0 1 503 170.0 992 170.0 $to 170.0 the 170.0 621 170.0 1240 170.01 521 146.7 1301 170.01 621 127.6 1301 170.0 621 111.6 1301 170.0 621 48In 170.0 108[G.Q 24 170.0 650 170.0 554 170.0 992 170.0 on 170.0 1133 170.0 eat 131.9 1139 17Q0 077 136.6 1130 170.0 660 113.9 1139 17Q0 NO 97.5 1139 170.0 NO 85A 1138 170.0 we 60.6251. 110.0 T4793 IM.0 $98 170.0 631 187.8 1032 170.0 684 148.E 1032 170.0 723 130.0 1032 170.0 747 117.4 1032 170.0 750 97.9 f032 170.0 756 BL9 1032 i70.0 756 73.{ 1032 170.0 T58 541n 170.0 78T12 IBt.3 901 170.0 691 1352 907 ta4.7 no 120.9 90T I= 720 107.E 907 145.0 714 96.8 907 141.1 VO 80.6 901 140.0 709 60.1 807 4i0.0 709 BOb 9W 110.0 709 601n 141.1 73525 117.6 735 130.3 Oil 100.E 735 116.0 592 832 735 1062 690 70.4 735 09.6 653 70.5 735 95.1 678 68.8 735 91.5 574 60A '135 91.8 574 44.1 735 91.0 514 631n 121.9 No70 101A We 111.E 557 87.0 668 25.9 547 16.2 668 90.1 638 67.7 No me 531 60.0 we T0.6 Sffi S0.e 668 76A 521 43.6 666 7Q8 521 3i1 666 75.6 621 {{ b7 66 in 100.0 607S12 68.3 607 9Q1 111 75.7 607 BS.O 501 68.2 607 77.1 483 Sig 607 71A /58 63.0 807 87.e 4B1 442 607 83.4 478 37.0 W7 62.7 474 33.1 607 62.7 474 721n 61.8 510443 6Q0 St0 73.0 134 58.3 10 B4.3 428 51.0 S10 6T.0 418 45.4 S10 6J] 415 40.8 510 50.0 105 34.0 510 45.9 402 282 5f0 .369.4 456400 6-1.0 458 61.7 392 49.0 458 54.1 385 43.4 458 48.6 '378 38.8 458 44,6 373 34.7 458 41.6 368 28.8 AIN 37.7 3e2 24.0 459 35.7 358 642 {3SS81 63.6 435 68A 3T3 45.8 435 48.6 766 40.1 /3S /i.7 360 35.7 435 40.9 355 37 405 3i1 351 2Q5 435 34A 344 22A 435 322 340 BOIn 41A 327 43.1 2B0 31A 3. 30.1 265 29A 327 StA 280 26.1 327 78.3 276 232 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 282 14A 327 T 961. 34A 287 SSA 257 28.7 287 29.0 252 24.6 287 28.0 24e 21.6 287 23.1 244 18.1 287 20.9 240 17.2 287 12.3 237 14.4 287 18A 232 108 U 242 22T 24.7 205 20.2 227 20.E 201 173 227 ti0 1B8 7Q1 221 1Q0 195 1111n 22.3 215 22.7 124 16.8 215 1Bd 19t 15.9 213 1dB t8e 1201n 17.6 181 I7.0 187 l At3Lt 3tl Ano bar Capacity Table 11bal subsUale: 2.7k Cacrete 3.5k Cate. I HOOow CMU FVed CMU PT WOOd Metal &te• Me 114• SS Eke 51j3-118" 114• SS Elea 010 Stml #12 Sleel 0123tee1 AticlwrTYpa' 3118•Elea UlOazOn 111•EICdUtbeam MOmon Y+e•EIcoUlVacon 1A•EkoUlUncnn A➢➢teGator U AWteGalar Selew(G%Wew(G5) Sctew(GS) AnchorCllpPeHeme Ed➢e Ustance(W: 1• 2.1rr 1• 2.1r1 3.119• t• 2•Irr 1• 2-lir r r OAV 0.54• OA&' Embedment On): l-Y4• td14• 1.314• 14W r 1•t14' 1.114• 1.114• 1.114• 1.1M' r 1O/a' I'vr lades2 Ancham 04.75• Mat. V.G/Slendetd or07sN glpffq. tk 390ms 380163 ISO Ies 880Ills 1B141ba ZrO ros 2801be 35414a 74010S 3741bs me 114 341 lea 442 Ibe 5601bs 4 An4hasS 1.1C MIn.00./9tOndad(WoMel)CUPffq2k 4801bs 7001W WA WA WA WA 3BOIM WA WA WA WA 6B21bs BBS IOa 112010a4Anch m03•Min.G.C. / (2) 2c5 AnOlo Glps r (FIO. 3R ream 7801M BBO Us 1560 Ibs 1896lbs 540 W 560 MIS WA 7601ba 748lbs 18921bs 882 8851W 1120 IDs 2 Aaahas 0 0.45• Mtn. O.C.1 U{21D, law.125•Alm. (Fig. 4): WA WA WA WA WA WA WA WA WA WA WA WA NIA 715IWIAncMr/FClipffq.67 1951ea 1eSlbs 2251M 4/5lOs 8721ba 1351W 1401M /171ba3701bs 1811be 473 Ws1101es 2211bs 2801be2 Anehom 01.15' Mln.O.Cl F471p(Fl9. 8): 240Ibs 350 Wa WA WA WA WA 1801e1 WAWA WA WA 341 @s M21Ds 5801ba VOTE: FOR THE OFFSET CLIP, USE THE SAME AN(;HCIH NAI I EHN A14W ANUMUR FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURER: C,�CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: Pp-) X ( ANCHOR CAP.,,e•,,-) _ANCHOR CAP.,,, MULLION CAP.,e.,•„ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) 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 490. 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 A38. ALLANCHORS 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. t:d PRODUCT REVISED as complying with W0 FIbrtd5 Building Code •r _n SJa `\\\ '{ ... N, . "�/1. e�� • �LCENSC''•, 'i1 No.58705 i1 16 U' �: Ya�)M�I+ER; P.E. FL 8705 1 AtlLt 4H Mullion Capacity Table [bee Opening Width (tor Vettice%VFsp9mhg mulllons) or Opening Helght (for hodwrtelly-SpEiMrlg mU90n9) Sole So In 701n 60 In 00In 1001. 120In 1110101 Isola 1z2.76z Rectangular LOadng TtepRdarq. lancing Rectangular Lowing TraplTdeng• laadlq Rectangular LeacinO Rap101Mo. Loadnp Rectangular Leadrp TtapTdang. Laeci� Rectangular L�dng 1lWnwiig. Loacirrg ReclargJu Lesdng TrepReang Loadng Rectangular Laadmg Treprman8. Loadn9 rHolenvu Loafing Trvp/Tde,g. LwdnO Rectangular Lnadna TrepRdug• LosdnO .660Alum. Tuba Mullion a 3 aJ a$ $ $g^ a gill!�$g^$¢ i3� ag. c311al 3 �. a B xg h . IS H a a a �s$ a vg 5 _ d V� dr8 fir v i�o v duff 421n 170.0 OM 170.0 435 17" 744 170.0 478 170.0 Boa 17o.0 Soo 170.0 002 170.0 5% 17UA 1118 170.0 MI 170.0 1240 170.0 521 170.0 1488 170.0 621 150.7 1020 170.0 521 138.8 I= 170.0 521 46 In 170.0 708 170.0 624 170.0 SW 170.0 SU 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 600 141.7 1417 170.0 080 121.5 107 170.0 540 108.3 1N7 110.0 sso Won In 170.0 747 170.0 663 110,0 898 170.0 631 170.0 1048 170.0 664 170.0 1195 170.0 72J 182.5 128e 170.0 747 148.3 1288 170.0 758 121.0 1285 110.0 73s 101.5 1288 170.0 758 01.4 1288 1T40 TSO 64M 170.0 7B7 170.0 612 170.0 958 770.0 691 170,0 1118 170.0 754 150.7 1130 170.0 6W 133.0 1130 170.0 037 120.E 1120 170.0 656 INS 1130 170.0 861 85.1 1130 170.0 607 75.3 1130 170.0 s01 601n 170.0 685 170.0 701 140.5 915 182.3 78l 125.1 016 144.5 740 109.8 015 U23 735 97.8 916 123.9 728 81.9 915 118.6 72D 732 915 114.4 715 B28 915 114A 71S 51.0 916 714A 715 831n I51.6 430 101.0 710 1285 830 135.9 am 108.E 830 1232 051 94.9 SM 1122 670 84A 83D 104.6 on 75.0 830 90A 658 03.3 830 94.5 649 542 870 94.1 819 47A 830 81.1 &0 661n MI 757 140.0 850 110.0 757 110.6 638 64.3 757 105.9 824 026 767 98.1 014 73A 757 80.1 ON 00.0 757 842 so0 55.0 757 70.0 593 47.2 757 70.2 591 41.3 767 782 691 t 721n 101.7 838 108A 552 84.8 el0 91.0 540 727 M 80.1 530 83.8 we T22 521 505 g38 g8.5 514 60.9 83g 02.3 508 42! (I3B 672 500 38.3 g3B 55.3 407 31.8 876 19 78 In 48.5 571 90.4 408 721 571 78.6 468 8 . 571 e1A 470 64.1 571 80.6 4T1 48.0 571 65.6 {8{ 4J2 511 51.8 459 38.0 871 47.0 451 30.0 5/1 44.8 447 2T.0 571 M,6 440 78 In 80.0 542 e3,4 474 68.7 542 70A 465 57.1 542 02.1 456 50.0 542 $5.7 449 44.4 642 51.0 M2 40.0 642 47.5 437 33.3 642 42.8 428 28.8 642 40.6 425 25.0 312 {0.1 423 g0 in 57.1 407 53.7 381 43.4 407 45.4 355 372 407 30.6 349 326 407 35.3 343 28.9 407 32.1 338 20.0 407 20.6 3M 21.7 407 28.1 127 18.8 407 21.1 322 18.3 107 21.0 31B 86 b 42.e 350 44.1 320 35.5 358 37.2 314 30.7 358 32A 3M 25.8 358 20.8 304 23.5 358 28.1 300 21.5 358 24.0 200 17.9 358 21.0 280 152 358 19.2 234 fog In 30.1 283 30.6 255 25.1 283 25.9 251 21.5 263 226 247 18.8 283 19.9 244 10.7 203 1e.0 240 tlil 283 10.6 237 1111n 27.6 287 28.3 242 23.1 20 23.6 25 19.6 267 201 2J5 17.3 -L 287 18.3 2J1 15.4 261 16.5 228 12.1. 220 22B Y2.3 20B 10.3 220 0.6 20S 16.7 220 182 202 TA6Lt 413 pulcnorGalpitcl Table Ibe Subslmla 2.7k Comrele 3.6k CON. Hollow CMU I FIM CMU PT Wood Melel d1C Eko 11C SS Eko stun FJco 1r4•SS Eke 610 Steel 112 Sled 012 Steel ANhor7ype 0116• Eke Uloecon I iN• Sao UWecon Ulbam 3118• Elan UDrttan iH• Eko NOeoon ApyeOeta Ulmoon AppeOelor Suew(OS) 9cew(G5) Buew(OS) AnchorC9pPatterns Edge dalanoe tint: 1• 2.10 1• 2.1R• 3-U8' 1• 2-12' V 2-1f1 r 3.11e• 2.0.4e• 0.34• 0.324. Embadeent MT UTV 1 14414' 1 1.314' 1 I-w4' r I-11C 1•V4• 1.114' 1.114• 1. 14' 1-Ile r 1.3te I Vr wrlea 2 ANhom ®4 TV Min. O.C.1S WMatd ct Offset dID gq• 11; 390 W9 380 Ws 890lb, 1644 Ws 270 ne 2001be 351 Ws 7Q0 War 374IM 604 IDe 9481Ds 317 Am M2 It. 680 Ws 4 ANaDraQ1.fTMill 0.0.1 Me. -(or 091e1)CGp(F1g. 27 16010.s 700 WsWA WA WA 3801D9 WA WA WA WA WA 8021Ds 8831 1/201bs 4 ANlpre J' h9a O.C.! (t) 2s5 Angle dlpa / gq 780 War 7601ba MWA 155D Ws 1895 Ibs 540IDa 6801be WA 760 Ws 7481ha 8001bs f89210a 6B2 Wa b t120 Ws 2 Arohae®0.45• Min. O.C. I Ild31p. late Ake. Vial: WA WA WA WA 0221Ds WA 1351Da WA 140lba WA 177Its WA 370lbs WA t871Da WA 3321bo WA 4711s WA 170 IIA 221.IDa 7161Do 280IDs 1 Anclwr7F-Ctlp lFq.3Y 19316s i851Ds 4/51De WA WA lug In WA WA WA WA WA 311 Ws 4421Ds 5801bs 2Anchors Q9 1.15• Mln. O.OI F•dID gq• 87. 2401" 350 Ws WA WA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALU=Aar I n- a ANDARu �-- U CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 74. %NGHURCAPAl:11TAUJU.I I Mtn r FVRMYLA: (DF;,,)X(ANCHOR CAP.,,e•,,,, )=ANCHOR CAP.,,, MULLION CA,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES: 1) 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 AND70R OPENING WIDTHS IS ALLOWABLE FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE6: � LL�J � • 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 0-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063•T6 AND BE A MINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S. V X 2.75' X .65W MULLION PIkODUC1• REVISBD as cure.plyin8,,Ith lho Florida Build(ng Code V.-IbW&-0.j Acceptanm No 2021 Bxpinlion DaW 1 or No. 58705 ' S9M6 `fv; Off,`.'•. F(O..... A. LYNN MILLER, P.E. FL P.E.# 58705 Mullion Capacity Table (batRf OponlnpWidth(TorywBIM*sp9mirgmUliorls)or Opening Height (forhod mrt69y-spaMrl0ml8iow) so In 601n 701n 8o In 001n 10o 1n 120 in 1401n 1801n ill 1t3.12B"7I Roelmgulor Loft heprmerg. Lmfg Reelenidet L.mdn9 Trepmmrg. Loadn9 Rectmoler L0adn0 MWTdme• L02dn0 Mctan9dar LoadnO 2widan9• Ludn0 ReetalgWar LOadlnO Trap'otan0• LoednO Ram.'Quar Luting Tmprrdmg• Loedin9 RectanrAw Lcaft 7rapinlrtg. Loadlg RactarglAw LoadnO Treprrdang Loa69 lseotfn2w Loadbg Trapm o. Lowing .600"Alum Tube Mull a � a gB � .2 € m � a g A SB CY ` a g ME AS• erg 01 b i a S o S� � r �a oil s oil a B� 052 `!y 0a a o^ oil �� 11 a Ts� b i iga sg g 1 � a �� _ $l �� Ef 1� a 112,51 � � a L$ 5 ' a � �$ � •^ t 11 a r�� g[ a �� a �� r �� as �I 421n 170.0 6M 170.0 435 170.0 744 170.0 478 170.0 Bea 170.01 we 170.0 9B2 1170.01 519 170.0 111E 170.0 521 170.0 12401 U0.01 521 170.0 1488 1170.01 521 170.0 1735 170.0 1 521 154.4 1502 170.01 521 481n 170.0 708 170.0 574 170.0 850 170.0 5a4 170.0 982 170.0 630 170.0 1133 J 170.0 881 170.0 1275 170.0 On 170.0 1417 1 170.0 ON 151.7 1577 170.0 680 135.1 1577 170.0 SW 1182 1577 170.0 680 50.625In 170.0 747 170.0 563 170.0 $98 170.0 631 170.0 101E 170.0 W4 170.0 1HIS 1170.0 723 170,0 1345 170.0 747 1 170.0 1494 170.0. 766 1 t41.7 1495 170.0 756 121.5 1405 170.0 758 1108.3 t495 170.0 756 541n 170.0 797 170.0 612 170.0 950 170.0 881 170.0 1118 170.0 754 170.0 12T5 170.0 WS 156.1 1401 170.0 B37 149.5 1401 170.0 658 1 124.0 1461 170.0 881 100.E 1401 170.0 a81 93.4 1401 170.0 861 601n 110.0 595 170.0 701 170.0 1083 170.0 727 165.5 1150 110.0 87a 138.7 1150 107.0 029 123.3 1158 1%6 017 111.0 1158 149.7 910 1 925 1158 1445 003 70.3 1156 144.5 003 89.4 115E 144.6 003 631n 170.0 9M 170.0 745 159.8 1040 170.0 050 07.0 1049 155.5 Bag 119.8 1049 141.7 540 06.5 10491 1320 838 1 05.9 1049 125.5 1 523 1 78.9 1040 119.3 820 65.5 1042 118.0 819 699 1010 1189 BIB { Ta 68In 46a.8 555 170.0 788 I 139.o MS 151.3 IIN 119.1 655 133.7 788 1042 O55 1211.4 776 02B 95S 112.0 785 1 83.4 065 19k4 767 1 69.5 055 09.8 740 50.6 855 08.7 746 52.1 B55 96.7 748 e J 721n 128.5 8M 134.0 697 107.0 8W 114.9 682 91.8 903 101.1 070 80.3 SM 912 659 71A 803 83.9 649 64.2 803 7a.6 842 53.5 803 722 W2 45.9 603 69.8 62a 40.1 803 69.7 627 781n 1092 721 114.1 020 81.0 721 97.0 618 78A 721 85.1 W5 08.3 721 76.5 595 60.7 721 70.1 Sa8 64.0 721 65A 570 45.5 721 NA 602 39.0 721 56.8 504 34A 721 56.1 583 781n 101.0 6" 1054 598 B42 W4 09.4 587 722 654 78A 570 63.1 04 70A 5B7 50.1 684 64.4 565 50.a 884 59.0 551 471 664 54.1 541 38.1 604 51.3 SM 31.8 8M 60.6 534 901n 05.8 514 67.0 450 54.8 514 67.3 4B 47.0 514 60.0 440 41.1 514 44.6 433 38.E 514 40.6 427 3t9 514 37.3 421 27A 514 33.0 412 215 614 30.4 400 20.0 614 29.0 4W 981n 54.2 452 55.7 404 45.2 452 47.0 390 30.7 4S2 409 390 33.9 452 38A 354 30.1 462 329 3711 27.1 452 30.3 373 226 452 28.0 365 t9A 452 242 359 16.8 452 22.8 355 1081n 3a.1 367 38.9 322 31.7 351 32T 317 27.2 357 28.4 312 23.8 357 252 30a 21.1 357 22.7 303 19.0 357 20.8 209 15.9 357 18.0 203 13.8 357 182 287 119 351 15.0 283 Ili In 3SA 338 35.0 300 202 338 30.1 301 25.0 39 20.7 298 21.8 338 23.1 292 10.5 338 2MO 2BB 17.5 330 t0A 284 14.9 338 10.5 278 125 33a 14.8 273 11.0 378 /39 269 1201n 27.7 208 282 2B3 211 289 23.7 258 19.a 299 20.5 258 17.3 289 18.1 252 15.1 2aB tag 249 13.9 2e8, 14.9 246 11.a 289 12a 240 0.9 280 IIA 238 0.7 280 t0.4 232 AnOhorCe aei Table Ibs SUDsbala 2.A Comrde 35K Cone. Halo. CMu I FNed CMU PTWood I M$al AnehorCllp POlteme /OscOorlypa Srt6•Elcounrsm v4'EkOUllydcbn uli EleO UArdtan &16'F]coUeram Va•EkoUnracm 1!4.896co AggseC4aor HI6'Eko UMatm 114'56EIto AMMCdor *118led StIM05)Scr-(05) e1281011 N1291W SEW (GO Edge Ostamb 0nj 1' 2.117 1• 24)r 3-1R r 2-Ur 1• 2-t12 I r 3-11W 1 2- 0.48- 0.54• 0.324• Fn10ednenl n t914• I-W' 1314• 13r4' 2' 1.1141 1414' I-VIV 1-1/4' 1414• 1414• r ! Va. 1310' Yaks 2 NKM1s ®475• MIrt O.C.! SlaM8M OrOOsel Clip (Fla tj Ibs 39D IDS d50 ms 6B0 09 16dd 9n Z701Ds 2B0 Os 351 mf 7401te 37a As 6611bs 016 0c 3111ns 442 me 660 WS 4 Arctas @ 1.15• Mln O.0 ! SlmWrd (Q OIMet)Cdp (Fig. 2) 4M IDS 700IbS NIA WA WA WA 3801bs WA WA WA WA WA 6821h 885 Me 1123 W4 4Arc10R ®3•M9L O.Ql�2�5 Algk C90f!(Ra$ 780 Ins 700 r. 6B0 Wf 15B7 Un 1896 Ws 6401bs 5w W. MIA 7601bs 74801s ee01m 1B929M ®2ms 8850s 11201ns 3Arc1om@0.45•MIn.O.C.IUCI9.Inlo.128 Alual. lF$4j WA WA NIA WA NIA NIA WA NIA WA NIA WA WA MIA WA 1073 IM 1AnchDr/FCtOft 5X 195IDf 195 ms 2259u 45 ms 022IM 135MS 140 ke 177IM 3701b4 IV mf 332 WS 4731ce VOW 221 Ms 280Ita 2Anclnn Eg Y MIrt O.CJ FCUp (R0. 6Y 240 ms qm Im NIA WA WA WA 190 WS NIA WA NIA WA WA 1 341 Ibs 1 44210s 560 48 NOTE FOR THE OFFSET CLIP, USE THE SAME ANUMUH rAI I tHN ANV ANUHUM FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE5: FIGURE6: AS TnE oimi HRY N iv. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: X (ANCHOR CAP.„,,,,) _ ANCHOR CAP_ MULLION CAP.,!- a USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 00 & #12 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S. OR 410 S.S. PRODUCT REVISED as munplying wish Lhe Ftmida Building Code 1 $21$,D� Aceeplanm NO iret on Date ID21 Dy Mt ado,roducC 11(1111111 // '• 'Q N0.58705 9 at! fxc0, A. LYWOLLER, P.E. FL P.E.# 68705 1 rsot_r= vrs Mullion Capacity Table (Ibs/R1 Opening Width (for veNce"parvilg miAlons) or Opening Height (forhodzonlaly-spewing mUficm) 501n 60 in 701n Bo In 80 In 1M In 1200n 1401n 160 in 1%4%.126 Rectangular Lt"".1 Treprild.np. Loafing Red..guler lauding TraWdeng. Loading RactanVar lo.dln0 VW1111ang. loadnp ftedmoar Lowing Tmprrdan& LmdnO Rectangular lnadfn9 Tmprmmv. L.S.Ii Rectmod" Loading 17aprinan0. Loading Rtol.ngulu Loading T-PITden9. Loadn9 RagnngW.r Lading Treprrderp. Ladng Rectwgular taadng 'Oe m-m Loading Alum.Tube MullionIs 'g�, Rag•.. nq&•g A•q..g Fca.. .� 'g�&' 'igz-,g.. 41 in 170.01 620 170.0 1 435 170.01 744 170.0 478 170.01 Bell 170.01 we 170.01 992 170.0 ale 1170.0 1116 170.01 621 1170.0 1240 170.0 621 170.01 1468 170.0 521 145.81 1499 170.0 621 127.61 14D 170.0 1 521 481n 170.01 700 170,0 1 024 170.01 B50 170.0 584 1170.01 092 170.0 830 110.01 1133 170.0 661 1170.0 1275 170.01 617 1150.3 1303 170.0 630 1130.31 13M 110.0 $60 111.71 13o3 170.0 8W 97.7 13M 170.01 080 W.626 in 170.01 747 170.0 1 603 170.01 00 110.0 631 1T0.0 1046 170.0 684 170.0 1195 170.0 723 1WA 1235 170.0 747 140.E 1235 170.0 756 117A 1236 170.0 755 100A 1235 170.0 756 67.0 1235 170.0 753 641n 170.0 787 110.0 812 IT0.0 958 170.0 B81 170.0 1118 170,0 784 /61.4 1168 170.0 eM 1J72 1158 170.0 M7 123.5 tia8 17G.0 05a 102.9 1158 170,0 Bat W.2 116B 170.0 501 77.2 1168 170A 061 60 in 17D.0 985 170.0 701 168.7 1012 170.0 707 142.9 1042 101.1 832 USA 1042 148.7 81tt 1112 1042 138.8 601 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 f042 125.1 782 62.5 1042 125.1 7B2 63 in 170.0 910 00.0 745 1512 an 1113.0 BIB 120.6 092 144A 799 113A 0B2 131.0 702 100.8 092 12fA 768 90.7 992 114.0 758 78,E 992 1M.4 745 84.8 992 1M.D 7M 5a.7 992 1M,0 744 66 in J65A 047 170.0 789 137.E 947 146.0 708 115.1 047 130.3 76a 1M.4 947 117.7 752 91.9 947 100.7 7M e2.7 947 1M.2 727 65.9 947 05.1 713 59.1 047 94.0 711 51.7 947 94.0 7l1 e 721n 13&0 649 1427 737 1132 919 121.E 722 97.0 849 100.9 708 84,9 649 98.4 696 75.5 849 58.7 Bag 67.9 949 BZ7 475 68.0 $49 763 659 b3 049 726 852 426 819 72A 651 76In 116.5 762 120.7 665 98.3 702 1026 652 g26 702 00.0 640 72.2 762 90.9 620 642 762 74.2 620 57.5 762 69.2 613 40.1 762 62.8 6o2 M.3 T62 69,9 597 38.1 782 69A 695 V 781. 109.9 724 111A 634 39.0 724 94.6 521 76.3 724 029 609 60.1 724 14.4 529 59A 724 68.1 691 63A 724 03A 1183 44.5 724 57.3 673 352 724 643 667 33.4 724 63.5 665 go in 69.6 643 71.8 483 6&0 543 60.7 474 49.7 643 629 466 43.5 643 47.1 458 3&0 543 42.0 452 34.8 643 39.6 440 29.0 60 34.9 436 24.0 543 32.1 430 21.7 543 30.7 426 98 N 573 478 58,9 427 47.5 478 49,7 119 40.9 47e 43.2 412 35.8 478 38.fi 400 31.6 475 3 A 4M 28.7 - 320 30S 23R 478 28.1 368 20.5 478 25.8 380 l7A 478 2/2 378 108In 403 377 41A 341 33.6 3" 34A 335 20.0 377 30.0 311t 28.2 377. 326 22./ 377 24.0 321 20.1 177 22D 317 1Bb 377 19.0 310 14.4 377 17.1 301 111 b J1.1 357 37.6 323 30.9 357 31.6 310 28.6 357 27.6 313 2J2 357 24A 309 20.8 357 22,0 305 18.6 357 20.1 301 15A 357 17A 204 120In 20.3 300 29.8 270 24.6 306 25.1 274 21.0 308 21.7 270 ta.3 308 192 287 18.3 708 173 2M 144 In 17.0 212 17Z 1B8 I At2LC Otl Anchor Capacity Table Ibe Subllmie: 27k COoarala 3.5k Cork. Hen" CMU Filled CMU PT Wood Metal 5116' Eko B4' SS Elm 51le Elco 1141 SS E100 OleSleet 012 Steel 012 Sled Anchoriypa 3/1b'EkoUlUeean Il4'EkoUllman UlUaem 311WEkoUlbxon IIVEkoUluacm A90re0elar Utuaeon A0gre0ator Strew (G5) Screw (G5) BueW (G5) AnchorCllpPaheme Edge Wtmce (Nk 1• 2-IQ• 1• 2.1lr 3-118- 1' 2.12' 1' 2-Ur 2' 3.118' 2' 0.48' 0.54' 0.12P Emtzdnml0n): 1.314' tip• 1-314- "4' 2• 1.1l4• 1.114' 1.1N• 1.1/4' 1414' 1• 14' 2• 13/8' 10IB• sedee 2 A hw5 0 4.7v Mkl. 0.0.I stmdg aroftaet COD (Fig. 182): 3901is 3OO Ibs I50IW 6901bs 1044 lbs 2701as 2801bs 35416. 740 Ra 374 Ibs 664 [be &810e 341 IOa 4421W 56010a 4 Anchors 02.25•MN. O.C. 1 Standen! (of Offset) CUP 09-3Y 700 ms 700W 550IM 1410Ibe 852 Me WA 5801t's WA 630 Ibs WA BB01be WA 682 VA 685lb. 1120 tbs a Anchor 01JV Min. O.0 I Standard (or 06set) COI, ffq. 4Y. B'a010. U00Ibe WA WA WA WA TaO We WA WA WA WA WA 13M IOs 17701os 2240 Ns 4 Anehom 49 V MI. O.C.I (?! 2r5 An01a Clga / ffip. SY 760Ina 7801bs em Na 15601D3 1896 Or 540 hs 5801 W WA 760 k. 749Ib. 880lbs 189210s 6821W 8851D9 11201W SA. Anchxe Q 3' Min. O.C. / 2) 2.5 Angle pips! (Fq. s): 117o IDs 11701bs I= Ibs 23401bs 28441D5 af01De 6101D, WA 11401ha 1122 W 1320 ms 2838lb. 1022 6 a 13271bs 168g IDs 4 Archcre Q OAS• Mh O.C. / U{7fD, Inlo.125'AWm. (Fq.7Y WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1430 ms 2 Amh-02.V MN. O.C/F471D M. B7. 3509ro 350Ias 29D Ns 7051M 4761b. WA 2801Ds WA 7150a WA 440M WA 311 Oc M21Ds 660Ibs 4 Anchore ®1.15• Mm. O.W F431p (Fq. 9Y. 4B0Ibs 700 9r WA WA WA WA 38D Ion WA I WA I WA NIA WA 882 W BBS lbs 1120 t0a NOTE: FOR THE OFFSET CLIP, USEI Ht SAMt: A UMUmrA11ERNANbANC;HC)RVnwca- FIGURE I: FIGURE2 FIGURE 3: FIGURE 4: FIGURE& FIGURES: • • • • • • • • • • • • • • • • • • • • • • FIGURES: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. =ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULL101 CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 608345 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 910 & #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S. 1.OD0' r'-- 4.000• (I .125' 1'X4'X.125' MULLION PRODUCT REVISED as complying with We Florida Building Code 1(v-6218, O Atce9wrm No No.58705 irJ STATE F �= A. LYNN IP.E. FL P.E.# 58705 Mullion Capacity Table Ibslft2 Opening Width (for vertically-speming mV6ans) or Opening Height (for hodzorlta*spannlrg muNons) 501n 40 In 701n soIn DO in 100h 1201n 140In 1001n 1 X 4 X 376 Reel4nOulu loading Taplfdu4 Soa9ng Reatangutar Leading Traplfaarl9. Lending Reaten9ular loading Tmprrd•ng. loaang Rmtengule loadn9 T Vrilang. Loading Raatanotir loading TmpRtfa Q Leadm6 R"'"Laer •1.011an9 T.Pmteng. I..."a Real•a9u a Loeang TraplMm0. toe4nD' Reat•ngutar Loading Tmprrd.A9. 1.0-ft Recta pdu L-Ong Tm ode m. Lwd" Alum. Tube Mullion a _ _ rgg r a _ zag $_ r g _ ag Tra_ yag_ r r _ _ r �•,• •grg_ � _ �• a 421n 170.01 620 170.0 435 170.0 744 170.0 478 VO.0 ON 170.0 Egg 170.0 992 170.0 618 170.0 1118 1 170.0 821 170.0 12AO 170.0 SM 170.0 1458 170.0 621 170.0 1735 170.0 621 170.01 1683 170.0 521 481n 170.0 708 170.0 524 170.0 550 170.0 554 170.0 992 170.0 MO 176.0 1133 170.0 661 170.0 1276 170.01 077 170.0 1417 170.01 650 170.0 1700 170.0 880 170.1) 1 1983 170.0 650 151.81 =4 170A 650 50.625 In 170.0 147 170.0 563 170.0 896 1T0.0 831 170.0 1040 170.0 864 170.0 1185 170.0 723 1T0.0 1345 170.0 747 170.0 1494 t70.0 -166 170.0 1783 170.0 750 156.0 1919 170.0 7W 136-6 1910 170.0 768 641n 170.0 797 170.0 612 170.0 956 t70.O 691 170.0 1116 170.0 754 170.0 1275 170.0 903 170.0 1434 170.0 937 170.0 1594 170.0 056 159.9 1799 170.0 661 137.1 1709 170.0 861 120.0 1799 170.0 eSi 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 676 170A 1417 170.0 6H 170.0 1594 170.0 026 155.6 1619 170.0 1033 120.6 1619 170.0 t063 11t.0 1610 470.0 10M 97.2 1610 170.0 1063 61 In 170.0 930 170.0 745 170.0 1116 170.0 $50 1302 170.0 040 170.0 1460 170.0 1015 168.7 1642 170.0 1076 141.0 1542 110.0 1122 117.8 1642 188.5 1156 100.7 1542 167.0 1157 85.1 1642 707.9 1157 £ 66 in 170.0 074 170.0 709 170.0 1169 170.0 903 1364 170.0 100E 160.6 1472 170.0 1086 142.8 1472 168.E 1148 12&5 147E 15&5 1130 107.1 1472 147.5 1103 01.8 1472 148.0 1104 $0.3 1472 .. 146.0 1104 C 721n 170.0 1063 17a.0 978 170.0 1275 170.0 1009 1320 186.2 1101 13ZO 1320 149.9 10a2 117.3 1320 137.8 1064 105.6 I= 12&6 1049 $8.0 1320 117.0 1024 75.4 1320 i12A t013 69.0 1320 112A 701E 781n 170.0 1122 170.0 937 149A 1184 159,4 1013 [12a.2 11114 139.0 991 112E 1184 125.7 07B 99.T 1184 115.3 96{ 89.5 1154 107.8 952 74.8 t164 97.6 835 54.1 1184 03.1 927 6&1 1184 925 78In 1174 110.0 987 138.4 1124 14T.0 965 1124 126.6 947 103.E 1124 /1&6 931 82.3 1124 105.8 ale 83.0 1124 0&5 ON 69.2 1124 89.0 890 59.3 1124 54.3 a51 51.9 1124 632 078 901n 844 11L5 760 00.1 944 94.3 736 844 621 724 67.6 8M 73.3 712 60A 844 68.5 702 54.0 6M 61A 693 45.0 844 642 678 38.8 W S0.a Egg 33.8 BN 4T,7 862742 91.6 603 74.2 742 77.2 652 742 67.2 $41 55J 742 59.5 631 49.5 742 54.1 022 44.6 142 49.0 614 37.1 712 43.6 600 31.0 742 3&8 620 27.8 742 37.6 6% IOBIn [16(Li 586 83.9 670 52.1 580 63.6 521 44.7 506 48A 513 39A 686 41.4 W3 34.8 688 37.3 408 31.3 6W 342 492 29.1 508 29A 401 22A 588 20,8 472 18.6 5B6 2{.7 166 555 60.8 603 48,0 635 40.5 495 11.E 655 42,8 4B1 36.0 655 30.0 480 720 555 342 473 20.8 555 71.3 467 24.0 655 27.1 457 20A S55 263 qB 1&0 555 224 442 475 16.4 {33 38.0 47fi 39.0 428 3266410 28A 476 29.0 N{ 26,3 476 26.8 409 22.8 475 24.6 404 I6.0 4T6 21.1 395 10.3 475 18.7 387 14.3 475172 301 370 28.7 305 22.0 33a 2Z4 301 1&B 330 19.3 297 18.6 330 17.0 2B3 I A13Lt It$ AnchorCe a ItyTableffbal Subelmla: 2.Ik Commie 3.5k Cana. Ham CMU FmM t7AU PT Wood MBlel Emir Eko 1/4' SS Eka 51tB' Elco 114- 6S 12" 010 6tee1 NV Steel 012 steel Anchor Clip Pattema Anch«Type 3118•Eko Ullmaen 1/4•Eko UI"ecm UlUxon 7118•Eko Uibecon 114'Eko Ulm. ApOmfaet« Unmeon Ap2ro6e1« Sen:w (OS) screw (GS) 6orew (GS) Edge VateMe(Ink i• 2.1rY 1• 2.1R' 3.118'MU e 1' 2.1rr 2• 3t16• Y 0.48' O.SP 0.324' Embedment Cmt t•31P t•314' 1J/4• td14' 2' 14' 1-1R' 1.1/4' 1.1/P 1.114' 2' "r 1-wr tedea 2 AmItem Q 4.75' Mm. O.C. / Slandent er 11 Cup (Fig. 182YMW& 90 W 450 Ne BOO IDs 1644 be IM 754 @s 740 @a 374 IOe 664 iba 948 ens 341 iM 4421b5 56010 4 Amhom ®225' Mku O.G / slen0atd («0m-O COP im 3):00 We 580IM 14101bs 9521% lbs WA 6301M WA 860 the WA 682 guB85IM 112010s5 Amb-a$1.15•MIn.O.G/ SlanOord(at ODael) COP ft. 4):4001bs WA WA WA 1M WA WA WA WA WA 136310s f770 iM 2240M 4AncMn@WMiA.O.C.1R)2r5An21eCOp3/(Fg.5Y80 ms 680 ma 15801bs 18901M ibe NIA 7001M T48 ma 690 iM IBB21M 682 ten 88SIto 11201be6Amhota Q 3'Mug O.C. t (2) 2t5 An& Cops I (Fb. eY170lbe 1020 ma 2340Iba 28441M IM WA 1t4OIbs 11221"s221M 1327 Me{AncMm 0.15'MOI.O.C./U43iD. m1o.125•Alum.(Fb. 7):WA WA WA WA A WA WA WA WA WA WA NIA 1430 me 2 Anchom®2.25- Min. 0.01 FLlip(N. Or50 as 290 Re 7052n 4701M NIA 2501ba WA 315IM WA 4401M WA 3412>s4 Anchom 01.IV Min. MCI F-01D (Fig. 9Y001b6 WA WA WA WA 3001h, WA WA WA WA WA 802 los 9651Ds 1120 2n ANWIVKI At--T AWUJInn t 1'Vlamv,.n. (DF„) X ( ANCHOR CAP_::) =ANCHOR CAP. - MULLION CAP,,•a USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP, USE TKt ZSAMt ANUMUK VAt I t;m ANV 71Nl m- vn 9 nJ i n= J,ry•Jrv.v TABLE NOTES: FIGURE 1: 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 • • • • • • • • • • • • 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 • • • • • • • • • • CT DIMENSIONS, SEE SHEETS 21-MULLION SHOWN 23. HO ES TO BE DRILLDIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 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•TSANDBEAMINIMUM OF.126'THICK. STEEL STUDS TOBEAMINIMUM GRADE 33AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST A25' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 S M2 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S. OR 410 S.S. to 4 PRODUCT misuD as complying with Site Fibrida Building Code 1E AcceDIMM ND 16a2_ VYNN 4, Nu. 50700 t LU c cc'Sf(1. A. L%NIVIMILLEtl�P.E. FL P.E.# 58705 Mullion Capacity Table Ibee Opening Width (tor varbcely-spanring muOiow) or Opening Height (tor hodmnlely-spanning ml/llons) 501n 601n 701n I00In so In loo in 1201n 140In ISO in 1.25" x RmtsngLA.r loadn9 RwIlAeng• LoednB Reeleng.Kar laadinp Tmprlllang. Loading Rectnng her L dog imp7meng, Lwdno fimt nguW I... Traymlaag. Loadno Rectwo", Loam. Ttapralany. Loading Reetenguler Laadn9 Ttaprmanp. Loadng Reetupuly Lwdng itepRdarp. Loadn9 Raet..ad. loadn9 7.9111-n9. Loadng R-d-goler LmdhV TmP fdan0. Loaft 3.18V x Tube Mull 6 Is ti a� P 6 tr •$`�$ ty$, $$$ 6 $may$ S tr •E§g a� �P 11 & FKo tr $�$ T, 6 gaA Ea fi ^ ($t K 42In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 5W 170.0 992 170.0 510 170.0 life 170.0 521 170.0 1240 170.0 321 170.0 1480 170.01 621 170.0 1735 1 170.01 521 161.6 1769 170.0 52t 481n 170.0 no 170.0 524 170.0 850 170.0 584 170.01982 170.0 630 170.0 11331 170.0 681 1170.0 1276 170.0 677 170.0 1417 170.0 I Sao 154.o 164g 170.0 880 I= 1546 V0.01 680 116.1 1 1546 170.0 ago 50.6261. 170.0 741 170.0 563 170.0 88B 170.0 611 170.0 1016 170.0 684 170.0 11951 170.0 723 1170.0 1346 170.0 747 167.0 1488 170.0 750 139.2 1468 170.0 766 119.3 140 Ina 1 '166 INN 1468 170.0 750 541n 170.0 787 170.0 012 170.0 058 170.0 691 170,0 11f8 170.0 76/ 170.0 1275 f70.0 BOB 1611 1378 170.0 837 146,E 1376 170.0 058 1?23 1378 1 t70.0 881 1D1.a 1378 Ina881 91.7 1378 170.0 881 6014 170.0 885 170.0 701 170.0 IOS3 170.0 797 15" 1156 170.0 BIB 139.0 1158 167.4 ON 123.6 1165 16e,8 919 111.2 1153 150.0 812 92.7 1155 144.8 WS 79.4 1150 144.8 005 09.6 1168 144.8 905 831n 170.0 030 170.0 743 160.1 1051 170.0 850 137.2 1051 155.9 SM 120.1 1051 142.0 84B 108.7 Wall 132.3 837 98.1 1051 125.7 030 gat 1051 119.E a22 66.6 1051 119.4 821 6" 1051 119.1 621 60In 167.1 957 170.0 789 132.3 057 151.E 605 119.4 957 04.0 190 104.4 657 121.6 771 02.a 957 112A 767 83.6 057 108.8 769 69.8 057 IOD,O IN 69.7 857 9B.0 748 522 957 88.9 748 C 721n 128.7 804 135.2 ego 107.3 804 1152 664 el.9 604 101.3 671 80.4 $04 91A 680 71.5 604 94.1 650 64.4 SN 78.0 643 63.6 804 72.3 633 46.0 604 69.0 620 402 504 69.a 628 781n 109.4 722 114A 630 01.2 722 972 Big 782 722 85.3 608 68A 722 76.7 596 SO.a 722 70.3 558 54.7 M 65.5 $80 45.6 722 59.5 570 20.1 722 $6.7 565 34.2 722 682 564 k 761n 101.2 885 105.8 600 84.4 685 69.0 588 72.3 885 70.5 577 63.3 685 70.5 FAB 562 685 04.5 560 50.6 BBB 80.1 553 422 OB5 64.3 613 362 685 atA 637 31.8 685 60.7 636 901n 652 615 88.0 457 54.0 515 57.5 449 47.1 615 50.1 441 412 515 44.7 434 36.6 616 4aB 42a 33.0 515 37.4 422 21.5 515 33.1 413 23.5 515 30.5 407 20.0 515 29.1 404 go in 64.3 453 55.8 404 45.5 453 47.1 397 3S 453 41.0 191 339 453 30A 385 302 453 33.0 379 17.2 453 30A 374 22.8 453 20A 368 10.4 453 24.3 360 17.0 453 22.9 356 Ica In 38.1 350 39.0 323 31.8 age 32.0 318 313 23.0 358 252 30 2212 359 227 304 19.1 358 20.8 SOO 15.9 368 18.0 293 Ill In 35.1 1]8 35.8 306 29.3 338 30.1 301 297 22.0 33a 232 203 19.5 338 20.0 269 17.8 336 19,1 2051201n 27.a220 28.3 254 232 200 23.6 260 .3-M 258 17A 280 tat 253 15.4 290 18.4 249 144 In 16.1 201 10.3 188 AnchorCepacltv Table Ilboll SubstratC 2.7k CDM(9e 05k COX. HODMCMU I Fr dCMU PTWmO M99 Anchor Cllp PatternsAnchor 1Wd 311P EICO LAImaOn VC Elcotntwon H16' Elco UR.. 3H6•Eco UOraat V4•EI000amcen 114' SS Ec0 Agge(i9W 5II8' EI1O Unwen 114' SS Eiw Ammoviar 410 Sled Scmw(05) e129teal Scren(OS) N12 Steel Screw 05) Edge 0lsl=e pnIt 1• 1 2-tfr 1• 2-112 3•ifa 1• 2-11r 1• 241r I r 3-118' r 0.48• O.6P a" Embeftant nNWA 13rC I-W I -Tr r 1-V4' 1414• 1.114' 141C 1-11P 1-V4• r 13rB' 1S'r vales 2Ampors ® L75' Min. O.C./ SIBMaO Q 05set CUP (Ra tj90D Ibs 450 ns BOO IS IU4 n. Z70 n. 29D � 354 mS 7401te 9741Df 66410a B46 Ds 341 Ins 442125 560 m. 4 AnMars 01.15 MIrL O.0 r StmMrd I& MM)CUp (Fla. 2)700 4Anchors 08•MIn. O.C. 1 R1A5Angle Cops/pTg. 37re Wee 780 ae NA Soon. NIA 1560ne NIA 1906lbs NIA Wins 38D oss 6600e NIA NIA WA 76DIUe WA 748 Ibs WA BBD ne WA idf2lm ®2 m. 632Ibs 885 an 685MB 1121 Me 1120 Me 4 Archon 00.45, Min. O.C. l UL`Op• In:0.129' Nunn. FIa 4jWA 1 Anchor! FIM pia SI1951bs WA 225 Ds WA 44510e NIA 8221ts, NIA i351bs WA 1401bs NA 17rn. WA 2701M WA 1B7 ns WA 932It6 WA 473 Nee NIA 1T0 ns WA 2210a 14M as 280 C6 2 AMIMIS 0 L1IF Mill O.CJ FCU pia %3w m NIA WA WA NIA 100 DS NfA WA NIA WA WA 341 nee 442 Its 560 n. NOTE FOR THE UFFSEI CLIP, USE I HE SRML ANUHUH VAI I t:KN A U Arvl M V-- aso - Q,w.vr.nv �-. FIGURE 1: FIGURE 2: r � 11 li-le - FIGURE 3: FIGURE 4: FIGURE 5: mo ANGLE CUP MUST • • BE USED IN PAIRS. FIGURE 6: • • TABLE NOTES: CAPACITY =ANCHOR CAP.,,,° USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.I25' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 012 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25' X 3.188• X 266' MULLION (1-1/4' VF MULUON) PRODUCT REVISED a9 cemplyir18 wish 1ha PlbciBl Building Code 6" 6214 ss L � ,111luufr/� N0. 68705 . u 'i �C'•. .LOR10H. 1•' ��,ti �rl lS• • /f7k)NA1- ,'� A. LYNN-Uldk� . P.E- FL P.E.# 5B705 1 Hnl.t a„ Mullion Capacity T6ble Ibatte) Opening Wldlh (lorver0ca*spennln0 mUODrs) OtOponing H910ht(for horlmnte0y4peming mutters) 50h 601n 70In 1 80in I go to 1DOln . 120in 140In ISO to 126 %3.26 WClwVIA . Laednp Tmprnl4n6 Loadrp RoH4npdrt LoeMO Tr4p/rderp. loedh0 R«l4n8uLr Lwdhp 7npRMno. Loading R4 ftrqu4r Ldadip Trap/R1nn9 Loading Rmtupalar Loafing TmprinunY. Lo4dn9 Rncl4dpNr Lo40hg Trepritim9. l0adup RIeUn91Lr Loading Tmp7duq. Loading R4eW9ah! 1Aadh9 TmpRdmO. L01dlq R4e15npr4ar Laadnp TmpRNn9. Loadnp I1.100 AlMob6 Mullion8 q ya B 11 h a g 1 11 1 h 1, h I h I 'I 421n 170.01 W f70.0 1 435 170.01 744 170.0 1 476 170.0 860 170.01 5M I 110.0 992 170.01 519 W0.0 1118 170.0 1 621 153.31 11111 170.0 521 1127.71 111E 170.0 621 109.E 1118 170.0 521 95.8 1118 1102 621 481n 170.01 708 170.0 1 524 170.0 1 850 1 170.0 1 594 187.6 976 110.0 We 1 1467 978 1710 581 1130.4 078 170.01 677 1 117.3 1 918 170.0 680 97.6 978 110.0 680 83.0 078 170.0 600 73.3 976 170.0 690 60.626h f70.0 1 747 170.0 583 170.0 696 1T0.0 031 150.7 927 170.0 BBA 131.0 927 165.6 708 117.2 , 927 159.1 690 105.5 927 150.3 890 87.9 927 168.3 695 75A 827 150.3 685 65.9 927 158,3 095 61 h 170.0 791 170.0 612 154.6 869 170.0 691 1:2.5 JIM 163.91 W3 115.01 889 141.E 569 10113 SM 131.01 WO 92.7 669 129.E 651 77.3 NO138.6 652 66.2 m 128.6 052 67.9 BBB 12e.6 052 60 In 143.2.1 746 163.E 634 119.4 ?As 132.3 1 620 102.3 748 11r.B 608 895 748 f07.5 599 79.8 ?Ad 101.0 592 71.6 746 00.6 507 99.7 745' 932 583 51.2 746 23.3 563 44.6 748 013 583 g 61 in 123.7 1 877 132.0 579 103.1 677 113.21 568 884 677 100.4 ISM 77.3 67T 91.4 Us 68.7 877 65.2 539 019 677 61.0 534 81.8 6r1 77.0 529 44.E 6T1 18.7 620 30.7 677 787 529 107.4 617 114A 6" 89.7 617 97.6 519 78.9 617 60.3 509 67.3 oil 78.3 600 59.0 617 72.6 424 63.6 817 68.7 459 44b 617 04.4 4B3 38.{ 617 6].7 4B2 JAB 817 63.7 402 618 87.1 450 60.1 618 74.E 440 59.2 618 80.2 432 51.0 61B 68.6 425 A0.1 M8 64.2 419 AIA 518 50.7 414 34.6 515 166 408 20.6 MIS 45.0 405 25.0 516 ASA 405 pC62.9 T0.5 465 7Y7 AN 56.7485 828 388 602 4I3 51.9 390 A/.1 465 49.{ SB4 38.E 4B6 16.3 318 352 46S 42.E374 29.4 405 363 387 252 465 38.6 384 22.0 455 382 383 P722'h, 65.2441B6A 357 54.3 M1 67.7 370 48.6 441 50.0 372 40.6 441 45.4 J86 362 441 41.6 380 32.6 441 38.7 356 21.2 441 34.9 349 23.3 441 33.1 348 20.4 441 32.7 315 42.4 332 435 295 ]64 3]2 31.0 280 70.3 332 n.3 204 215 3n ?6B 250 23.6 332 20.1 276 21.E 732 24.1 2T2 1T.7 3J2 21.] 288 162 332 19B 282 117 372 16.7 260 35.0 2B1 ]S.B 280 231 291 309 258 25.0 291 28A 252 219 Z91 216 248 IBA 281 219 214 17b 2B1 19b 1N 11,8 291 17.1 738 12.5 291 f68 332 JOB in 24.8 230 25.1 205 20.5 230 21.1 205 17b 230 16.3 201 15A 230 162 1B8 Er 111 h 72A 216 2Y1 1B1 169 21B 19.4 iB/ 10.E 219 10.8 101 1/.1 218 14.9 1B8 120h 17.9 187 1B.2 170 14,9 1B7 1" 167 TABLE UB AnehorCa aeltyTebla Ibe 99D4lmta Mir O=mle 3.53 Cann. Hollow CMU Fdled CMU PT Wood Me181 N18'Elco 1TNSSFJw 5'16'Elw 1/4'SSEFa #to Steel 612 Sinai #123teel Clip Patterns Archaryp0: 31t6' I]w Nlmwn 114' Eko Ullmow 1805am 3M8' E1w USmwn 111' Elca AugniGator Ulhwm AggeWar 8arew(G5) Semw(05) scmr(C5) Anchor Edge Distance MF 1' 2.1n• 1• 2-to llm' 1• 2.1/Y 1• 2' 3•Ua' r 0.48' 0.54' a.32P EmtedrleN m 1af4' faro' 1.T4' 144' 2' 1.1/4' 1-V4' 1.114' 14M 1414' r' 1a18' talc' lerles 2 4=bom Q 4.75' Mh. O.C. / Standard of 085e1 Qb (Fig.11 3901as 3901Da 450 as 890 bs 1944 Ies 2101tm 280 tea 354158 Los3741m d7801te 664 Go 946141 341 QN 442lbs I580 h9 4 Anchom ®1.15' MK O.C. 181andard (or 06ae0 Op7 (Fq. 2) 4001m Im m WA WA NIA WA 380 car WA WA WA WA 682 ms 6115let, 11201D5 4 Amharaft 3' Mtn. O.C.1(2) 275 An91e Clips / (Flp. 31: 7B0 ills 780 0m 8B0Iba 15 0 au IMG MS 5401W 5691he WA 7481e4 SW ha 1892 R4 682 R. US Im 112l)rm WA WA WA NIA WA WA WA WA WA WA WA WA 950 WaM5Les 822lbs 135 m4 140 ha tri Itm 187 tea 3n ID3 4731br 110 Ibe35a las WA WA WA 190 Sts WA WA WA WA 341 @s 4421Ds 560 W FIGURE 1: FIGURE 2: nlL I FIGURE 3: Fe 0 FIGURE 4: FIGURE 5: m � I[-!-] ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 8: TABLE NOTES: =ANCHOR 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 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO 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 ACI301 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-TS AND BE A MINIMUM OF A00' THICK, STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 125' X 325' X.100' MULLION PRODUCT REVISED m complying with the Florlds Bui1dN g Cod 16'021a. Dj . 7 140.58705 0" iC.��'•. fi P,. .. LOR4V„ A. LYNN.NMILLL♦�, P.E. FL P.E.# 58705 I AGLt IUA Mullion Capacity Table Qballl ) Opening Width (brvadlca*spanning 60 In Win 7014 801n mullions) orOpening Height 90In (brhoR7Arta5yspenling mul6olrs) 10014 120 In 14011 I60Mn 126 X 326 Raclm9Wu Loafing TraprI111". Loading Red4ngtdar Leafing T4plirian0. Load'°g Rec13ngO- Wafm9 Tnprrdm9 I.-Ing Recl.WI f U.&V Traprrdar19. LmdIng Riclanplar Loafuq Tmp/rAn9. Loaft Radm9dar Lmr.g TnpRAang. Ludba RadmpAar Loading Traprrd.". Leidag G.W."r Loading T-VTAanp. Loading Racua9dar Loading _ Traprnfumg. Leading X.624 Alum,Tube Mullion .� S �.- k� 5•� ,F S 5 S� �� '� 3 '�.. ^@. 5 5 R- e £�.. P� s 16, :@ 5S o 6'�. Y-d m icy •�.. §� '� li '�.... d@ u" 55 @ u c @ u fi '8 o n' �'S '�.. "� u'g • '� u e �L �'�. a u 9.. So u g 5 L o" 1H .�• �� u a •� aka .�'., u �^� ug y T.. u a'e u y •�� u u o u �u .. o e u ug 9 4214 170.0 620 170.0 435 170.0 744 110.0 478 170.0 060 170.0 506 110.0 992 110.0 619 1100 1116 170.0 621 170.0 1240 170.0 621 170.0 1465 170.0 621 110.0 1735 170.0 521 t70.0 1983 1T0.0 521 40In 170.0 700 170A 624 170.0 850 110.0 S64 f70.0 992 170.0 630 170,0 1133 170.0 651 170.0 1216 170.0 671 170.0 Ill? 170.0 See 170.0 1700 IT0.0 680 fe9.7 1979 170.0 $80 145.E 1979 170.0 640 50.625 in 170.0 747 170.0 663 170.0 696 170.0 631 170.0 1046 170.0 U4 INA 1125 170.0 723 170.0 1345 170.0 747 110.0 1494 110.0 756 170.0 17. 110.0 166 152.5 1077 110.0 m6 133.S 1117 170.0 766 S4 in 170.0 79T 110.0 612 170.0 356 90.0 691 170.0 111t 170,0 764 170.0 1276 1IDA 503 170.0 U34 110.0 837 110.0 1594 VDA 556 1S6.A 1769 170.0 a6) 134.1 1759 1700 e61 117.3 1759 170.0 861 Win 170.0 SOS 170.0 701 170.0 1063 170.0 157 170,0 1240 170.0 Ole 170.0 1417 17o.0 914 161.1 1511 170.0 998 145.0 1611 U0.0 1D33 120.8 151t 1T0.0 t063 1016 1511 170.0 1063 90.6 1511 170.0 1063 fi7 in 170.0 930 170.0 745 170.0 1116 110.0 860 170.0 1302 170.0 940 1W.6 1370 110.0 1015 1392 1370 170.0 1076 1253 1310 164.0 1082 104A 1370 165.9 1012 63.5 1La 1653 f070 783 1770 1W3 1W0 66In 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 052 /?AN 158.6 1D13 121A INS 147.1 1000 109.9 INS 139-0 589 90.5 1245 130.4 918 77.6 12A1 129.0 275 SLi 1245 129.0 976 c ° 72fo 161.8 1619 110.0 6T8 1799 1019 1W2 892 1499 1019 122.1 076 1049 10/9 119.1 8fi0 932 1049 109.7 049 83.9 1049 102.1 538 699 1049 413 825 59.9 1048 912 620 fi2.1 1049 81.1 020 J 0 76)n 142.1 S41 149.1 622 1164 941 iN.8 005 101.9 SO f11.2 791 092 941 f00.0 717 793 941 91.1 766 71.1 911 05S 41 779, 7U 61.0 941 74.0 171 44.6 911 733 736 lain 132.0 694 131.E 183 110.0 894 116.9 761 94.3 194 102.4 753 a7S 094 91.9 740 73.3 B9/ 51.1 T70 66.0 094 7e3 91 70.7 707 11.1 89/ 67.0 TOt 41.7 891 66.1 69a 901n 859 671 ea.7 696 71.6 VI 74.9 585 $1.4 67t 6S.3 575 53.7 671 Sa.2 SSG 47.T 671 SL9 658 43.0 Gil 48.6 71 43A 639 30.7 671 39.7 531 269 67f 37.9 626 961n 70.8 590 72.e 527 59.0 590 fitA 510 fi0.fi 690 5A4 W9 11.3 590 47.6 W2 393 590 p.0 491 ]5.4 590 79.6 J34 !0 34.7 477 25.3 690 319 469 2L1 590 29.6 464 fOe In 49.7 466 69.9 421 11A 466 129 414r3ls I66 37.1 105 71.1 166 JL9 402 2l9 l66 79.7 396 21.9 466 27.1 4W 27.5 ]02 17.e 4W 212 316 1fi.6 466 19.6 ]i0Itt to /5.8 4q A6.7 400 302 441 393 ]93 , 34.1 387 Zafi N1 702 302 tbA 141 rZ 776 2L9 U1 24.9 4tl 219 363 1L0 3511101n 35.3 378 36.9 3U 30.2 WO 31A 339 378 25.8 334 22,7 318 23.7 329 20.1 370 213 326 16.1 379 19.5 770 16.7 71l 1U in 21.0 262 2f2 242 17b 262 179 239 2fi2 15.3 yfi I ABLIz 'I Uli Anchor COpacity Table(ibl) Su06lrANA 2.7k CDrCrde 3.5k COX. 1 Ntlbw QAU I FU*d CMU PTWocd Mdil 6r16•Elco V4'SSFAcb &lS•EXo 1IPSSEIco e10SIed e1251ce1 N1231at AnehorCllpPattema 311SElcoUllfeCm UPEkoUAraeon unlaWl Sr16FJeoUllra:m ti4'EkOUeRcon « URmm� AgOnGM4a Suew(G5)Ser2,5 Setw(GS) 1• 2-1t7 1' I 2-U2 3dI0' t' 2-117 1' 1 2-97 2, 1 341r 2' OAS• 0.54' 0.3w EdMOSlamell Embectrielt n 13M• I -Sr 4314 13'P 2' "A' i-tic 14W 1-IfC 1•114- 1.114• 2 1-4'8' I-Tir vades 2Anc1On04.7YMIAO.C.!9lnrdaNrcOMel Cup g17 =1ms 3D0 as 450 Mf 0900s ISM IM 270 Ms 280M 354 bs ?AD IM 374M 664 ins IS Ya 3411b5 d42IM 5W as 4 Amnus@IAS' MIn. O.Q I SlanCom(4 O(ael) Qrp(Fig. 2) 480 rb3 700b6 N/A WA NIA NIA 3W ka NIA WA N WA WA 682 bs 685MG IVOM- 4Amh0a®3•MO. O.C.! f4abArgle0psl 09.9k 7800s 780 Me 493D mS 15W Oe 18D61b3 5401bs 5W DS NIA 7W IbS 746 bs 880Its 1692 Ds W2Ibs gas W0 112D to 3Arcron ® 094' PIMA cnp, into.1OP Alum. (F1a. 43 NIA WA NIA WA NIA NIA WA NU WA WA WA WA NIA WA DSOIM 1 Aferorl FC0p gig 5j 195 ms 105 to ?LS IM U5IM 822IM 135 bs 14010 177 to 3701tS 187 Dn 932IM 473 IM 170I03 =1 IM 280 its 2Anc10n®1.15• MIA O.CJ F� (Mg 24OMS 3508s WA WA NIA NIA 1D0 be NIA WA NIA WA WA 3411Ds 442105 CbOIM FIGURE 1: FIGURE 2: r _0 FIGURE 3: FIGURE 4: FIGURE 5: • ANGLE CLIP MUST • • BE USED IN PAIRS. FIGURE 8: • • TABLE NOTES: Ni rummur-.0 .ANCHOR CAP.., USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER THAN THE MULLIO( 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 0-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S. 1.25' X 3,25' X.624• MULLION sV PRODUVISED CT.with the Fi4a(da �/ 111IIIIlI of ......,..�i<<'%,, P10. 57i/05 /TG F �'.S'�'1C)IdN•• fir, A. L{NNINiILL914, P.E. FL P.E.# 68705 IAtSLt I I A Mullion Cepedty Timbte 66eR@) OpeNng Width (torver(Ila"pamling Sol, bola 70 in 90 In mlalote) orOpen(ng Height 90 in 1 (forhodzentetyspenni g mullions) 1001n 120 in III) in ISO in 126 %3.94 Roelengolar Lo.&.g Tf-Pri'ding. Le.dlog Redelgular Loading Tnplfdtog. Loading Rectangular Lead TrgVfdeng. Loading Recltnguier Leading Taprmeg. Loading Rect.ngdal lmQtsp TupfrMn9. leading R.d.egdar LoedvIB Tnplre q. Loading R.dupalu leadnp Tnaprl%.ng. Lading R.dang,d.' Loading Tr prrd.n0. Loading R.cl"'w Loading Traprrd.n0. Loeding %.624 Alum.Tube Mullion ,� ,r� ,Fj �� S�• gs 3 §.. �, o� 5 o £ u� 5 fi.. g u :� uy ri a u' 8� �.. e�. u 5 5 .� u %•.. �€ uggE 5g C' u a' •€.. ��, 5• p u 15e �J .... �€ u 3 : d $� u u_ "� cia 5 @ u T�.. >O, n'gg ' ri �,� ua 5 •�§.. u IH , E'� ua 5• S�.. @ u e, Sg is C�I$ u 6 5.. 5• 19 ,Fj �.. .8 .. 421n f70.0 620 170.0 435 170.0 744 170.0 478 170.0 86g 1T0.0 606 170.0 992 170.0 619 170.0 ilia 170.0 521 170.0 17AO 170.0 521 170.0 1418 1T0.0 521 VIA 1735 170.0 621 170.0 1993 110.0 621 481. 170.01 7011 170.0 524 170.0 1 850 170.0 1 554 170.01 992 1170.0 630 110.0 1133 I70.0 661 170.0 1276 170.0 677 110.0 1411 170.0 680 110.0 1700 170.0 6SO 170.0 1903 170.0 680 170.0 2267 110.0 680 Soma in 1T0.0 7R 170.0 Sag 170.0 896 170.0 831 170.0 1046 170.0 684 110.0 119S 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 7S6 110.0 083 INA 756 110.0 2022 110.0 756 170.0 2391 170.0 756 6{In 170.0 797 1T0.0 fi12 170.0 956 170.0 891 170.0 1116 170.0 751 170.0 1276 170A 802 110.0 1474 170.0 937 110.0 1591 170.0 856 170.0 1913 170.0 861 170.0 2731 IT00 efi1 160.2 210] 170.0 861 601n 170.0 gas 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 078 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1133 170.9 2126 170.0 IOU 1403 2193 170.0 1063 129.0 2163 110.0 100 930 110.0 745 170.0 Ilia 170.0 860 170.0 1302 170.0 940 INN I489 170.0 IMS 170.0 %73 170.0 1076 170.0 1859 110.0 1122 15" 2060 170.0 1199 134.5 2060 170.0 tilt 11L7 2060 INN 1171 170.0 9A f70.0 789 1T0.0 1169 170.0 903 110.0 1364 170.0 1002 170A 155e 170.0 1088 170.0 1753 170.0 1155 170.0 1945 I740 1210 143.0 1966 170.0 1275 122.6 1956 170.0 USE IOL2 1966 170.0 1286 170.0 fOh'3 170.0 gT8 1T0.0 1275 t10.0 1009 170.0 1488 170.0 1126 170A 1700 170.0 1228 154.1 1134 U0.0 /3% 13113 1734 169.0 1386 11i6 1734 166.9 1364 99.1 1734 1SOA 1352 86.7 1T31 1502 1152 r631mR0.0 iT0.0 1122 110A 9]7 170.0 13/6 170.0 1080 16g.6 1556 f70.0 1209 R7A 155fi 16521285 i]L1 I556 IfiTS1266 1/7.9 1556 1417 1ffi1 98.] 1556 1283 1229 a13 1556 1273 1219 7).7 1556 12f2 1216 770.0 1151 170.0 967 I70A fl8l tT0.0 1116 1559 1171 1693 1216 176A Id77 152.0 1224 121.2 1177 139.1 1206 709.1 AiT 129.5 1191 90.9 1171 118.9 1169 T1.9 1Q7 110.8 1158 683 1/77 1093 1151 142.0 Ilia 146.5 986 IINA Ilia 123.9 S68 IOU 1110 1079 951 118.E 1110 98.3 938 789 Ilia 87.5 921 7f.0 1110 g0.i 910 592 1110 713 891 50.7 111a 6i6 eTB 4/A 1110 62.7 BTO gain f17.0 975 1203 072 97.5 975 1015 e5fi a1.6 975 g93 &2 732 975 78.6 B29 65.0 915 71.2 $17 99.6 975 SSA SAT 40.0 975 67A 1B9 41.8 975 623 776 Jab 976 493 767 lag 1. e21 771 BIA 696 68.5 771 70.7 Gas 68.7 Tit 61.3 674 S1A 771 54.3 664 45.7 771 49.0 665 41.1 Trl 44.9 647 632 29A 711 35.0 flit 25.7 771 32A 612 Ili in 75.7 730 77.3 661 63.1 730 65.0 660 64.1 St 4T3 730 49.9 631 42.1 730 4S0 622 3L9 730 41.1 614 glU1.3771L38.9 600 271201n 59.9 624 6t.0 569 499 fi21 613 560 4t8 *4332&4 652 ]T.5 624 39.2 544 333 624 353 571 30.0 S7A 323 631 619 21.t 67A 24.6 509 10.7 624 225 601 td/in 31.7 437 3S.1 400 29.9 433 29A 396 24.8 J90 2f.T 4]3 224 ]85 193 433 20.0 3Bf 173 433 10.2 376 TABLE IIB Sumlmto' 27K CerC1da �•�•3m conc.__.. Motion, 43AU FNed CMU PTWaod mold E716'Eleo 114'SS Eko '✓16'Eko 1f4'SS EkO ef0 Sled Ih2Sleet e12 Slwl Anchor Clip Patterns ��Edge[Xstame V4'4coUNBcon U82cOn On6'l3c0Uala4n VI•EkoU018ca11 Aggre0d0r Barton AggnTOdor Scmr(fkS)Sner(GS) S[rtx(G5) �31161ecojimm ' 1• 2•g2 3118' 1' 2-V7 1' 2-V7 7 31B' 2 O.IB' 0.6T O.S24'I4' VN4' 13V' 7 1.1/4' 1-V4 1414 1-V4 1.1/4' 1-t!C 7 1-3v 13•B' Saks 2Anthom®4.717• MIN O.C. I SWUM ur Olsel Cgp 01) 39001s OggIns 450 MS gB0106 16M M4 270 an 2801m 354Os Palos 374 M9 6941m 946 ire 34 MMS 4421m 3601m 4 Amh= 471.15' Mtn O.R 1 SUNIG m (Or 016egC6p (Flg 2) 480 Ms 700 MS NIA WA WA WA 300 Ms N/A WA NIA WA WA 6112I s 805Its 1120l s 4 Al C1105Q 1,11e. O.C. 1(2) 215 Alpk Caps I(RO 3) 780 Ms 7801m 6601A 1SWIm 18981ol 510Ms 5W MS NIA 760Im 748 Ms Boo HIS I892 rA 6B2Ms 8851m 1120Im 4Amfaxs ®0.54- Mm.O.C. f ut;), Into -100' AIUIN (Ffp 4I NIA WA NIA WA NIA NIA WA NIA WA WA WA WA WA 1217 the 1 ArctOrf FL'Op g74 SI 1951be I069A 27b Ms 445 Ma e22Im I351os 140 Mn 177 Ms 3101m I87 Ms 332Im 473 Ms a VO MS 221 lm �0 gig 2 AMmis 7.19' MIR O.C/ Ff:Vp 0. 67 200 g1s 3W OA NIA WA N/A N/A 180 M6 N!A WA MIA WA WA 1 341 Me 1. 442 Ms E601m FIGURE 1: FIGURE 2: FIGURE 3: • • FIGURE 4; FIGURE5: m ANGLE CLIP MUST • • BE USED IN PAIRS. FIGURE 6: ILO-10 TABLE NOTES: RNCRUR CAPACITY (DP_)X�MULLIONCAP.,,a,,,,,� ANCHOR 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 MUWON 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 0-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083-TS AND BE A MINIMUM OF .100' 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. OR410 S.S. 1.25' X 3.94• X.624' MULLION Y PRODUCT REVISED as complying with the FIMI& Build (ng Code tna_ �"1\Il llllfl/y N0.58705 r/ v- lb : t1 10 y !4: �• > ��••• ?COH50f'•' fj � A. MNMILL�R, P.E. FL P.E.# 58706 I AtlLt TZA Mullion Capacfty Table Ibe#l: Opening VYldth (for ver9ly-sparring mullions) or Opening HeIgM (far hodwr e*spemVng MGM) 60in 00in 701n 601n gain 1001. 120 in 140In ISO In 2X4X.25 Rmlanpuler l out -PIM-n a.pr7Aari9. Recl4npJer LoadnB Trep/7darlo. Loodn9 Recl.gulrr loafing 71apRAenp. ..no Reclanip. Loacing Trai lTdsll9. LosdnB Reetanild L-04 Tr6p1 Ma• loading R=cwg ar Lmdng 1lopMan9• Losaw Reeltnaulm Losdo9 TfogmanO• Loadllp Rectangular Wdnp Twprwnp. Lowing Retlangulet lmdn9 T1aPM a. Lmdnp Alum. Tube Mullion� ^ 8 b fi� eS a a r+ s _ % a a a i a 6 sl � y $ A• a r',., a s $ all all a fi ' - a a _ g�' Z'^ fi b a 5� a gall, ,� `� 42 In 170.01 a20 170.0 435 170.0 744 170.0 478 170.0 US 170.0 5M 170.0 9B2 170.0 6f9 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1458 170.0 521 110.0 1735 170.0 521 170.0 IOU 170.0 521 {a N 170.0 I US 170.0 624 170.0 650 170.0 564 170.0 992 170.0 630 110.0 1133 170.0 6a1 170.0 1275 170.0 On 170.0 1417 170.0 000 170.0 I700 170A (180 170.0 tB83 170.0 860 4140 22e7 170.0 880 60.625In 170.0 747 170.0 563 170.0 698 170.0 631 170.0 101a 170.0 S64 170.0 1195 170.0 723 V0.0 1115 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 768 170.0 2092 170.0 760 170.0 2391 170.0 756 SIN 7W 170.0 012 170.0 so 170.0 891 170.0 1118 170.0 754 170.0 1278 170.0 aW 170.0 1134 1fo.0 In 17G.0 1594 170.0 658 t70.0 1913 170.0 a81 110.0 2211 170.0 e61 170.0 2560 170.0 881 601n .170.0 170,0 665 170A 701 170.0 1083 170.0 797 170.0 12l0 170.0 676 170.0 1417 170.0 944 170,0 158E 170.0 B96 170.0 1771 170.0 1033 170.0 2125 170.0 1093 170.0 24T9 170.0 1083 160.E 2660 1T0.0 1083 BJ In 170.0 830 110.0 745 17D.0 1118 170.0 650 170.0 1302 170,0 &0 170.0 1466 170.0 1015 170.0 1873 170.0 1070 170.0 1659 170.0 1122 170.0 22J1 170.0 1169 168.7 2553 170A 1171 145A 2553 170.0 1171 6610 170.0 874 170.0 789 170.0 1169 170.0 903 I70.0 13N 170.0 f002 170,0 1655 170.011088 170.0 1753 170.0 1165 170.0 1948 170A 1210 170.0 2376 170.0 1275 161.0 2p7 170.0 1?ae 1329 2417 110.0 1288 MN 170.0 fOWr17O.O 676 170.0 1275 170.0 1009 170.0 t1B8 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1716 170.0 2125 170,0 1367 1/5.8 2164 170.0 1488 121.E 2161 170A 1629 1082 2164 170.0 1530 78in 170.0 1122 037 170.0 1348 170.0 1000 170.0 1570 170,0 1209 170.0 1704 170.0 1322 165.1 IOW 170.0 1421 145.8 ISO 170.0 1605 123.E 1980 MA 150 108.1 1860 154.0 1535 MO 1960 152.7 1531 7a In 170.0 1151 1381 170.0 1116 170.0 1011 770.0 1250 170.0 16l2 170.0 1.a 16L7 1661 170.0 1474 137.4 1881 183,1 Y600 114.E 1681 N7.3 1473 952 1581 139.6 1469 Me 1661 137.6 1454 901n 170.0 1328 1388 155.0 1248 127.6 139a 136.0 1198 111.8 1398 121.3 1179 99A 139a 110.2 1162 a8.5 139B 101.6 1147 74A t39a 89A 1122 81.0 iJ9a 627 1105 89.8 1586 70A 1096 981n 147.4 1229 1229 127.0 1079 105.3 12" 1112 1061 !n. 1228 90.8 104{ $1.0 I= 89.0 1020 7J.7 1229 621 t018 61.4 I= 722 923 W-71229 65.0 917 46.1 1229 62.1 f197 103.b 971 I 97f 69.0 662 7/,0 971 77.2 849 6{.7 9T1 66.4 837 67.5 9T1 81.6 626 61.0 B71 6&S 015 43.1 871 49.0 796 37.0 971 M.0 782 321 971 40.a 771 iti N 95.4 919 97.3 919 a1.9 619 60.1 919 70A 608 fig. 19 no 794 53.0 919 50.7 T14 47.7 919 51.8 774 39.7 919 44.6 75a 31.1 910 !0.2 742 20.8 919 31.1 7. Main 75.5 766 76.6 768 84.5 705 53.9 yea 65.0 695 47.2 786 49A 066 N.9 768 M.1 877 37.7 78B 40A 886 N,6788 319 853 27.0 Tag 31.0841 23.6 706 26A 831 1141n 43.7 648 M2 a46 37.0 /08 312 616 91A 491 2L3 616 2a2 465 2l.3 sue 26.3 478 2L6 6/8 22A 474 162 648 19A -4 /6A 6/8 172 456 13.7 618 18.b 118 TABLE12B SYl6lmle 7-7k Concnde 15k Cone. NCOD6 R4U Fined CMU PTWoed Metal dl6'FJco 114.8S Ek6 6116•Eko 114'SGelOr •10 Sfe9 1/12 Steel tw •126(W �% 3176'EIco U5r4cOn UP EIc0UO2con Mum 3'tE E3c0 U91acm vM FJcoUOocon A270Ge(Or Ullracon AggnaGalar St"(W)Stf-(C5) Stfew (GS) Anchor Clip Pettem9 1' 2AI7 1' 2-1 &+IC 1' 2-t17 1' 2-117 2 8•tf� Z 0.48' 4S4' 032C Edge Distance on) FmDednml OnI ta14' I-W4' 1314• 13'd' Z 1-v4' 1.1/4' 1414' 1-v4' 1.1/4' 1-i/d' Z 139' 15'8' m15s 2 AMtlprs ®47Y MI4 O.C. I SlaMad or015e1 CYD (FlQ 162I077A36bs 390 m6 450159 BDD ma 1644 ins 27o ins 28D ins 361 ins T401Ds 314 ins 66d loc Safi It6 311105 442 Ba 560II6 4 A.h- ® 2.68' MIn O.C.19lerl�td (cf OleeptvD (Fla 3): 7409a 630 ins 118526 14240n WA 660 ma WA 09SIM N/A Sao Me WA on. 6. ins11201os6 161b lDs4A.hcm@S-MN.O.C./(g216ArpleGPs/(ng.R Anchors ®1.71' MN O.IL/31a10+10 (a Olbet)COp 0'+g 4j: O:A T58 M 1946 ins NIA WA 706 ks WA 7891Ds N/AWA WA 1022106 132/ Yin 6BSCs 11201 Me 7 68Dm 1560 m6 iBO6ms 0®s 560 ins WA 760ms 748 ins 0801s 18920E 182m9 tiro Me 1020ms 2340 ins 2B1d ins fit 8409E Nla 11l0001122ms t3�IDs ?538IDs3Archors®1.91'MIILO.C./UCNp, Wo.12YAlum.(F+B7I tUA NIA WA NA NIA WA NIA WA NIA WAWASAmhom@D.fi4'MN.O.QIU,Clp,lnlo,12TAM4(F198I WA NIA WA WA NIA WA NW WA NIA WA WAAnrors®6B'Alf COD(Fl9701t8 315 ins 743160 712ins NIA 280 me N/A 3d816s NIA140 Os WA WA 611 ins 664 ins BID ins 3Anch0M@l.71'Mo. O.CIF411p (Flp. tOI 625 ma_ _ _9A ins 973 We _NIA ^.I NIA 95 10 NIA 9BDIts NIA WA NOTE: FOR THE OFFSET CLIP. t35t I Ht JAMC /UR MVA YAI a- - -- FIGURE I: FIGURE 2., FIGURE 3: FIGURE4: FIGURE 5: FIGURE S: • • • • • • • • • • FIGURET FIGURES: FIGURER FIGURE10: ANGLE CL :: : • :IP (FIGURES LIP IpN) pl MUST BE USED IN PAIRS. (____)CIRCLED VALUES ARE USED IN THE EXAMPLE ON slittl 24. (DP ) X (,ANCHOR CAP.., ,,,,) =ANCHOR CAP.- `MULLION CAP.,,o,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-0 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 W 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-TB AND BE A MINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125- THICK AND A39. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL.18-S S.S. OR 410 S.S. Y X 4' X.25' MULLION PRODUCT REVISED as complying with put Florida Bulld'urg Code Acoeplmco No Expimli 1Dafe By Mlam Dnde Product CCO \stl(Illlff// 141 � ,��, • \CENS� .• P Ct IV,E or PIORM A. LYItSIJITIIIL�=R. P.E. FL P.E.# SB705 I HbSLC IJH Mullion Capacity Table IbaW Opening Wldlh(forvedioa*spard mWors)orOpeningHeight(forhod2nntta*spervirgmullions) 50 in 60 N 70 in 00 N 901n f001n 1201n 140In ISO N R.mng,ler 2X8X.25 loadM TrepRdmp Leading Recfenodar LeadnB Tmprrdara. Loading R•cWngular Loadrp Trap nwc Loading Reden9der LmdnB TnPffdMg. Loadna Rlclenpui•r LDadllg hapf8leng. Loading RedargdM Loading itep781en4 Loading R9eleoguiM Lmdln9 TreplidOnB• LOadna Reel9ngNer Loading 1BpTi8au3. lmdn0 R%tengWar taodm9 Tagil twedig Alum. Tuba..p Mullion - jy$7$ V� p� V v � Qg [S a a 8 Cl� Rgg U � Val�L :19 a 1e L 1sQh@ Mal 2 e le F0 r9 5� FO.. c9 $ � 421n 170.0 820 I 1 .01 435 170.01 744 1 170-01 478 170.01 889 1 170.01 We 110.01 992 170.0 510 170.01 ilia 170.01 521 170.0 1240 170.01 521 170.0 11455 170.01 521 170.0 1735 170.0 521 170.01 1903 170.0 521 48In 170.0 70S 170.0 524 170.0 850 170.0 5M 17oo fg2 110.0 030 170.0 113S 170.0 681 170.0 1275 170.0 877 110.0 1417 170.0 060 170.0 1700 110.0 880 170.0 1983 170.0 660 170.0 2297 170.0 880 SO.B26N 170.0 T47 voa 583 110.0 886 170A 831 170.0 10l8 170.0 ee4 170.0 11115 170.0 773 170A 1315 17DA 747 170.0 1/84 170.0 756 170.0 1793 170.0 756 170.0 20M 110.0 766 170.0 2391 170.0 758 54 N 170.0 T07 1T" M2 170.0 S56 170.0 891 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 &17 170.0 159! 170.0 05a 170.0 1913 170.0 601 170.0 2231 17D.0 Sal 170.0 2550 170.0 e01 60In j 170.0 5M 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 09B 170.0 1771 170.0 1033 170.0 2125 170.0 1OW 170.0 2479 170.0 ISO 170.0 2633 170.0 iW3 83 YI 170.0 B30 170.0 745 170.0 1110 170.0 SW 170.0 1302 170.0 940 170.0 1458 170.0 1016 170.0 1673 170.0 Iola 110.D 1650 170.0 1122 170.0 2231 170.0 1109 170.0 2603 110.0 1171 170.0 2975 170,0 11T1 a0 N 170.0 874 170.0 lea 170.0 1169 170.0 003 170.0 1364 170.0 1002 170.0 1556 170.0 108e 170.0 1753 170.0 1165 170.0 1948 170.0 1210 170.0 2338 170.0 1275 1T0.0 272T 170.0 1288 170.0 3117 170.0 1288 72N 170.0 1DS3 170.0 878 170.0 1275 170.0 1008 170.0 1488 1T0.0 1128 170.0 IT00 170.0 1229 110.0 1913 170,0 1315 170.0 2125 170.0 1387 170.0 7550 1T0.0 14BB 170.0 2876 I70.0 1529 170.0 3400 170.0 1530 �C 76N 170.0 1122 110.0 B]T 170.0 1340 170.0 1050 1740 15T0 170.0 1209 170.0 1754 170.0 1322 170.0 2019 1740 1421 170.0 2243 170.0 15M 170.0 2092 170.0 1029 170.0 SUD 170.0 IW4 170.0 SW 170.0 1705 1E 78In 170.0 1151 170.0 BB7' 170.0 1381 170.0 1118 170.0 1611 170.0 1250 170.0 1842 170.0 1389 170.0 2072 1T0.0 1474 170A 2702 170.0 1564 110.0 2783 170.0 1700 170.0 3223 170.0 1777 170.0 3863 170.0 1708 BON 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 t70.0 1498 170.0 2125 110.0 1553 170.0 2301 170.0 1783 170.0 2&M% 170.0 1918 170.0 3153 170.0 2175 156.0 3113 170.0 2273 13&5 3413 170.0 2381 98 in 170.0 1417 W0.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 16M 170.0 2267 170.0 1794 170.0 2550 170.0 1052 170.0 2832 170.0 2086 160.0 3199 170.0 233E 137.1 3f09 1seA 2170 120.0 3199 1541 2428 106In 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2070 184.8 2701 170.0 2211 146.3 2781 181.0 2373 123A 2781 140.4 2281 fOSA 2781 125A 273! 927 27a1 118.0 2180 111 In 170.0 1B39 1740 1454 1T0.0 18da 170.0 1700 170.0 2203 170.0 1832 170.0 2621 1T0.0 2118 i51.B 2832 1B29 2245 738.a 2932 118.4 22t0 114a 2632 126.4 21Be 87.6 2032 116.1 2126 8&4 2032 100.3 20M 1201n 170,0 1771 170.0 1588 170.0 2125 170.0 1559 151.4 2252 15&9 1901 135.1 2252 141.4 1954 1201. 2252 1272 1935 105.1 2252 II&t t815 90.1 2252 89.5 1672 172 2252 8&9 1&M 01.6 2252 51.4 ISO 1M In 125.1 15M 120.0 1445, 104.3 15e4 106.1 1425 89.4 1564 81.5 1407 782 1561 00.7 1380 I's 15e4 72.5 1370 8ZS 1564 65.7 1358 52.1 1554 56.0 1330 44-T 1564 48.2 1305 38.1 1561 M.4 12&1 AmtwTYla: 3r16-EIeo UIlrleon 114•EWUlOeam b1C �60 3116•Eb•Ullmeon 1T4' Elco Ullmean 114'83 Eko 6/18•Etw iH'88 Eko /f09leN M28teM /12Sled ,..,„ A-G•IM USmeae A09MG81M ScmR(05) 5M 05) 8.fm(G5) AnchorClip Pattems ANCHOR CAPACITY ADJUSTMENT FORMULA: (Op-) X ( ANCHOR CAP. , ,,\ =ANCHOR CAP.- MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILLYIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1 Anc5orv®1.31'Min. O.C.TU491P. NIo.125•ANm.IFq•B): WA WA - a AncMn ®0.64' Na. C.C. I U aTp. NIo.125 Alum. (Fq. BF WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2801 b9 2Mc0are ®l88' MOt O.C/ F-fAp (Fq. f0): 380 bs 390 be 450Ite aW bs IB1B Im 2T0 ma 2801bs 354 ba T4010s 3T4164 878IDe IBM 3419u 1421bs 550Ib4 / AncSae 1.7f' ADn.O.C/ F•dip (Fg. ttk 590 W 1 700 ba 1 505 UA I 12DO Ibe I WA WA 4701be I WA 533 b0 I WA I WA I WA_l 682 MS BB5lbs 1 1120 Ib3 1 .250• NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE2: FIGURE 3: FIGURE 4: FIGURES: FIGURES: FIGURE 10: FIGUREII: 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 00 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 FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CUP 4)-SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED(FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • • • • • e a 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF.1251 MUST BE THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO fl j • • • • • • • a USED IN BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2' X 8' X PAIRS. THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 B.S. OR 410 S.S. MULLION PRf ucr REYISBD as complying w1al the Florid Building Code 16�Q.y18�0 AcnWanm Ne _ 3 V .,�41111 I111tw VINN 1'z ; Plo. 50T05 '• b : fK- 51'ATEOF 5•J� %GCS'•., .. `�(.`;�: A. LYlt AULL�R, P.E. FL P.E.# 58705 TABLE 14A Mullion Capacity Table IbBIR1 Opening WId81(forlerflcatty-spanni 601n 60. 701n so N mU6ons)orOpening Height(forhodzontaty-BpalvllgInttllofls) 901n 100 N 120In 140 N 160 N ReUaroulaT TmprTM21V. RectargNer 1.28" x 2.11" Loading Logdiro Laadiro TmpTllaro. Loadlro Rectangular loadhp Trepidero. l.oa1N Ractargwar L a V Traprrdaro. L.oadBq R-wgd l.oedNB T-Prftf-a Loadro R.dwa Ur t.oaalne T.prrearp. Lcaaln9 ReUaroular Loada�9 71apadaro. Loading Rechm d. Lmdang ToPrfdaro. Loading RW&nc.v Lead9p TrWTdero. LoaMng x.125"Alum Tube Mull. figg^gam 8� 49� •gg._'� 0� & 42In 144.2 528 1 187.01 426 12121 548 146L9 1 419 103.01 525 1 130.91 414 9a1 I Me 134.61 411 gal 5W 1XII 411 721 5M 134A 411 60.1 528 134.1 411 51.5 WS 134.1 411 45A Me 134.1 411 48N BB.B 403 1040 333 60.6 403 94.7 325 6a0 60.4 403 B1A 317 517 403 1a1 316 413 403 78.6 314 40.3 403 78.6 M4 3L6 403 7e.6 314 =2 403 78.0 314 60.8251n 823 362 91.0 301 618 362 78.3 2B4 SGB 89 51.5 362 87.2 288 45.7 362 SU 264 41.2 W2 618 2B3 30 362 615 283 214 362 Me 283 25.7 W2 03.6 283 64 N 67.8 318 74.1 267 SU 318 84.2 261 4a5 68 424 316 63.5 253 37.7 310 %6 250 319 315 49.6 249 2t13 318 49.1 248 24.2 318 49.1 240 21.2 M6 49A 246 e Go in 4a6 258 63.1 21. 41.2 268 45.7 214 35.3 t20 210 30.9 258 37.2 207 27.5 26B 34.9 204 2l7 258 33.4 203 20.6 258 322 201 17.7 258 322 201 16.5 '1S8 322 201 83N 427 239 45.8 200 35.8 231 3a1 185 3a6 192 28.7 234 31.0 189 21T 234 29A 186 21.4 234 8.0 104 17.8 294 28.8 183 15.3 234 28.5 1B3 114 234 10.5 1B3 .E !E N 37.2 213 314 '183 31.0 213 33.7 179 266 178 2a2 213 27.0 fl3 2a0 213 25,1 170 1a8 213 217 169 156 213 22.2 1B7 113 213 220 168 11.8 213 ?2. 160 72In 288 179 .1 165 219 179 258 152 2a4 14B 17.9 178 20.J 147 15g 119 18.7 145 T8 N 24.3 181 2S4 140 2a3 1B1 21,8 137 17.4 101 18.0 135 16.2 161 17.0 133 76N 226 152 215 133 1aB 162 19b 131 1&1 152 17.6 128 N6• Eko AncArc Typ= 9.16•Eko Nlracm 11P EIC0 un 5Ug2tp1 3116'Eke UO2con 1/H EkO NIIBCUI AnchorCllp Patlema -r-r a 21rN 0128tw1 Be" (GS) TABLE NOTES_ 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SKEET25 FOR INFORMATION ON LOADING. SEE SHEETS "FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. wvunurt a.r+rhur r a nuaua (DP,,,) X (ANCHOR CAP.,,e,,,",\ _ANCHOR CAP., `MULLION CAP. a .. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 1-0 • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083-T6 AND BEA MINIMUM OF.12S' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. 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. OR410 S.S. PRCbUCf REVISED us complying with "rtbd b Duildiug Codo 9.0.11. Pfoe �21 Expi161ien Dat I Q • No. 6B705 ';f' ' LU �\ P S1 TL• O . Una., . Al.Olt\Ot`.•'' �C.% A. LYRAIMILL�i\2, P.E. FL P.E.# 58705 Anchor Clip Patterns FIGURE 1: EEI FIGURE 2: 0 0 3lI6-Eko Ultneen I IWEMUOru- FIGURE 3: • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 3/18' Else UlUacon 1M' Me Uluecan 1l4M89 Eko 5118gElco 11N' 66 Eko I F10 Steel 1012 8ted I 012 eted ♦ n rm n n �n,rnnnlo< Sere.(a51 SerewM51 SCE"(05 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 0-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063•T6 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S. OR410 S.S. RTMFNT rnRMULL! .ANCHORCAP._ 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. 30' BAY MULLION PRODUCT REVISED 03 CoMPlyins With the FlOtide BtdidinB Code ,, ',,e G ttllttl!!/)-/ is :�i8%as Y %� 5'fATF OF ' A. CAN MILLER, P.E. FL P.E.# 58705 FIGURE 1: FIGURE 2: C� 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 ANDIOR 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 PRESSURt-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083•TS 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 A25' THICK AND A38. 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. OR410 S.S. PRODUCT REVISED u canplying wish Ow Fluids Building Code Aewplen 1 No 1(a•O'118 No, fibT05 LY: _ or A. LYNNI'I�LER\�.E. FL P.E.# 58705 F-1.000•-I I-1.25D•-1 --j 1.000" r 1.000' r -j 1.000- -j 1.000' 125" 125' 2760' 2.1 .125' 3.12.T .125' 3.11 .125' D23 25° 2.000" 2.000' .265' L 125" L5" 3 `5' a 600' { J 1 -f T 1'XTX.125'MULLION V X 2' X.37S MULLION 1' X 2.75' X.375'MUWON VX2.75'X.850' MULLION VX 3.12V X.5'MULUON 1.25'X 3.188"X.265'MULLION 8083-76 ALUM. 608346 ALUM. 6083-T6 ALUM. W83-T6 ALUM. 6083•T6 ALUM. 6083•TS ALUM. XSECTION XSECTION X-SECTION XSECTION X-SECTION X-SECTION -)+{ PL 1--.125' ARD CLIP 2 6ALUM.CTION 125' 5.500' --'•{ CUTHERETO .375' 3A25' CREATE F•CLIP. SEE MIN. MIN. r DETAILF.SHEET4 r-------- 1 r--------1 l I I I I A L- -----J L------- J �- STANDARD CLIP 6083-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 111W. 5.500'---------- �{ .375 .375' I MIN. MIN. -------1------------- I I 1 I I I I 1 i e I i I I I I I I 1 1 1 IC OFFSET CLIP .125' 6063-T6 ALUM. I TOPVIEW 1 2125' U•CLIP I 6063-T6 ALUM. TT XSECTION 126'J I Q �•I .740' 1-- E I .338• MIN. A I U-CLIP 6063-T6 ALUM. TOPVIEW Z NTER OF ANCHOR LE MUSTLIEITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. TART r R - -11-^.125- 2X5 ANGLE CLIP 6063-TS ALUM. 2. XSECTION L .125' �5.000' I .375' MIN. 1� PDASHSD ------------------- A ;- ------2X5 ANGLE CUP 6063-T6 ALUM. TOPVIEW TER OF ANCHOR HOLE MUST LIE WITHIN THE BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116'. --- - Mull Dimension (sheet#) PGT Part# Mullion Sid. Clip Offset Clip L1-CIIp Angle Clip 1' X2' XA25' (5) 66605 666113M 6661118M 666243M 666511M 1' X2' X.375" (6) 886008 666114M 6661119M 666244M 666512M 1"X2.7WX.375'(7) 66607 666116M 6681120M M6245M 6W513M 1"X2.75'X.6W'(8) 66608 666116M 6681121M 666246M 686514M 1" X3.125" X.500' (9) 666.37M 6661116M 6661114M 666242M M15M 1.25" X3.188" X.268'(12) 66841M 8681117M 6681113M 666241M 666516M 1.28' X2.11" X.12S' (18) 69370 WA WA I NIA 666517M NOTES: 1) HOLES TO BE DRILLED W 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. TARI F A .125' 2.11 BW .125' 900' F 1.26'X 211'XA2S MULLION 6063-TB ALUM. X-SECTION Dimension Value (In) For Mullion: 1.625 1' X2' X.125° Aluminum Mullion 2854 0.895Tube RD 0.740 1.125P2404 X2"X.376' Aluminum0.635 Tube Mullion 0.400 A 1.876 1' X 2.75" X .375Aluminum Tube Mullion B 3.000 C 0.767 D 1.118 E .450 Min. A 1.312 1' X 2.76' X .6504 Aluminum Tube Mullion B 3.000 0.476 6.835 2.000 1' X3.12V X Alum Tube Mull ECA 2.037500' 0.863 1.137 2.625 125" X 3.188' X.265' Alum Tube Mull 3.282 C 0.862 D 1.762 A 1.813 1.26' X2.11' N .121" Alum Tube Mull .PR000CC REVISED as complying with ms Flaft Building Codo , ;e `\".. ill ;� �t'O`•'�GEWSB '�� i 1.- 14o. y970`i 5'I0LO '•z-Q A.'L'YNN,4iit�5 �.E. FL P.E.# 68705 1.250' t251* 3.250' 3. .100°.100" -i .820' 1- --1 .820• F- 1.25' X 3.25" X.100' 1.25' X 3.25' X.624' MULLION MULLION 6005-T5 ALUM. 6005-TS ALUM. XSECTION XSECTION I / I 125' .125' 30' 3.250'45' BAY MULUO 30' BAY MULUON 6063-TB ALUM. 606346 ALUM. L X-SECTION X-SECTION .228'j t'X4'X.37W 'T'-MULLION 606348ALUM. XSECTION --1 .820' 1 •- US' X 3.94' X.624" MULLION 6005-TSALUNL XSECTION - T �( .226•J �.96,•-i - {�{ �.1125' -'i (--.125' �' C JLSTANDARDCLIP2.06063-T6 ALUM. I 2.125" U�L� 2.000' 2X5 ANGLE CUP XSECTION 6053-T6 ALUM. I 6063-TBALUM. I XSECTION ,126• N .125' X-SECTION L y m ,25' _ z w� CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J DASHED BOUNDARY. SEE SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR W Co o 0 HOLE DIAMETER: ANCHOR DIAMETER+ 1116°. CUTHERETO 375° .376' 3.125• -_CREATE F-CLIP, SEE MIN. DETAILF,SHEE1`4 .375' r-------� I r-------� CENTEROF r___--- I I I I ANCHOR HOLE j I I I I I I MUST LIE WITHIN I I I I I THE DASHED I I I i I F I BOUNDARY. SEE j SHEETS 5-20 FOR 2.876' I I THE ANCHOR O.C. i I F DISTANCE I I 1 1 I I I I I MAXIMUM 1 ANCHOR HOLE I I I I I DIAMETER ° I I L------J I l I L-------J ANCHOR DIAMETER +1116' �------ rt STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-TB ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116% .375' I .376' MIN. I I 1 2.250' I I i H I I 1 I I I I I 1 I I I I I G OFFSET CUP .125' 6063-TSALUM. TOPVEW 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. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. U-CUP 606348 ALUM. TOPVIEW TABLE C Value (In) For Mullion: 687 X4'1.000 .125• 2.680 Alunlrum R 3.000 Tube Mullion 3.187 1°X4°X 0.757 .375' Aluminum 2.430 I 3.000 Tube S •P F 2.250 1.26"X3.25' G 0.760 X.100' Aluminum H 1.500 I 3.250 Tube MuNon MIN. -- ----------- .371 1 M@ -------------- I 1 I 1 I I I 1 I 2X5 ANGLE CLIP 8063T6 ALUM. TCPVIEW TARI r f. Cf1NT e (In) For Mullion:93 1.25') 3.25' Aluminum Tube Mullion 50oX.824• 438 250 E 025 125 1.25'X3.94' X.624' Aluminum Tube Mullion 500 250 813 30. 8a Mull 87E 45• Be Mull Mull Dlmandon (sheet0) PGT Part # Mullion Sid. Clip Offset Clip U•Cllp Angle Cllp 1' X4' X.125' (10) 69384 e68111M 6681122M ON241M 668516M 1' X4' X.375' (11) 66610 666112M W61123M SM42M 666519M i' X4' X.375"T (11) 6603 666112M 6881123M 66012M SM519M 1.25' X3.25' X.100' (13) 20160 6661127M 6MI124M 8662410M 6665115M 1.25' X3.25' X.024' (14) 20161 6681128M 6681125M 6882441M 6665116M 1.25' X 3.94' X.624' (15) 20162 6881117M 6WI128M 866241M 666517M 30 Degree (19) 88649 WA WA WA 6685110M 45 Degree(20) 1 66850 WA I WA I WA 8685111M 'RODUCT REVISPD w complying wilh Iho F od& Building Code )t�C18 C� Accepumice No Pppimtign Date QOZ ) 4`(NN oCENSS •.� �i i'.: �• tdo. 5070� � �cq 'A�LK(�ry�(1I;4kR; Y.E. FL P.E. 58705 Mull Dimension (sheet#) PGT Part# Mullion Std. Clip I U-Clip Angle Clip 2" X4" X.25" (18) 66602 686281M 666271M 6665112M 2" X6" X.25" (17)1 65604 666282M I 666272M 6665113M STANDARD CLIP 2.000' I 6083-TB ALUM %SECTION NOTES: I 125' 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING . DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEEP. 2) SEE SHEETS 5.20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1.490' 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2.000' .375' MIN. 4.000" .250' 2'X4'X.2Y MULLION 6083-T6 ALUM. XSECTION 250' t--2.000'----1 2'X WX25' MULLION 5063-T5 ALUM. XSECTION .375' MIN. rL- CUTHERETO 3.600' CREATE F-CLIP, ,376° rY _ SEE DETAIL F. r SHEET4 MIN. r-------- --- ------------ � I I I I I I I I I I I -I— - — - - —1- 3.438' j 1 I I I I I �- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHINTHE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE ,eueTeo. eueuno ree"p . 411e•_ 5.500; CUT HERETO 3.500'_ CREATE F-CLIP, ,376° SEE DETAIL F. MIN. SHEET4 r----- -- I I I I ------ I -------- I I 1 I I I I I I � I 1 4.888' j I 5.4i I I I I I I I I I I I I I 1 � I I 1 I I I -- STANDARD CLIP 6063-TSA LUM. TOP VIEW S -j f•--'1.25' U-CLIP— 6063-TB AUM 2_1251 126' 44 `SECTION — 0- I Q + 3.438' U-CLIP. 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE —WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. —DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER* 1/16'. n 1 1 .376' 6' --1 1-- A25' 2XS ANGLE CUP 8063-TB ALUM. y 000 00 XSECTION 125' 6.000' 376' MIN. T--------------------- 1 I I I 1 I I I I I 1 3A38' I I L i 1 .376' LMIN. 2X5 ANGLE CUP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5.20 FOR THE ANCHOR D.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 4- V16. r--------------------- i I I I I I I I I I 5.438' i------- �- 6.438' I I I I I I 1 I I • I I ---J - U-CUP 6063-T6 ALUM. USED FOR 2' X 6' MULLION, SHEET 17 TOPVIEW 2X5 ANGLE CUP 6063-TB ALUM. TOPVIEW MIN. .-mouCr REVISED ai complying with the Flod& Aail 1 Cod I(0.02.115 Id I O F $00)1 - ,375' MIN. N R.1 iN�`l/ ONA`�� //,J I-llf�, A. A4 MlIlllER, P.E. FL P.E.# 68705 EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS IN HEAD �SFJi SEE FENESTRATION DETAILS. PRODUCTS SHEETS APPROVAL\ 2.3 T2' MULLION LENGTH SEE OETAILG, SHEETS 2A NO ANCHORS IN WINDOW SILL 32'—y 3T --I MULLYODTH OPENING WIDTH EXAMPLE 2: MULTIPLE MULLIONS MULLwIDTH--IF MULLION LENGTH a OPENING HEIGHT FOR HORIZ. DET - SEE FENESTRATION PRODUCTS SHEETS 2J•--\ APPROVAL 1 r \ r— SEE SEE DETAILS, DETAIIE, SHEETS 2.3 SHEETS SEE DETAILS. SHEETS 2J HORIZ 36'. HOF MULL LENGTH MULLLEIS OPENING WIDTH FOR VERTICALM THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRES ADESIGN PRESSURE OF+60.01-60.0 PSF. 1) INITIALLY ASSUMING THAT 1' WIDE MULUON IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32'+32+1-=85'. 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 V 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+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 638 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72J 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 \ = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 7Z.7 PSF J THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3W, THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1- WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72'+1'-105"AND THE OPENING WIDTH IS 36'+36'+1' -73`. REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 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 - Bn MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPUCATION. FROM TABLE 12A, SHEET 16, THE 2"X 4` X.250' MULLION (LENGTH =108', OPENING WIDTH - 80') HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FORTHE 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 (35.112+35.1/2'+Y=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 CUP 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 A2' X 4' X.250° MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32"+72"+2' =108'. 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 -12D") 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 MULUON CUP WERE TO BE CENTERED WITHIN THE 8'. CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS 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 MULUON 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. PRODUCT REVISED as wmplYiffyywith fin Fie" Building Codc Acmpimm No 16.0218.0,3 c1pi-tio Daf 22mg I'. ° WU.5S705 J, ,T 1u :O'•, sAEo �Q ION A*L A. LZ MIUiit t, P.E. FL RES 58705 EXAMPLES OF RECTANGULAR LOADING: i I I I Pw .! • •'I �? / 4 ,4 11 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALI RIANGULAR LOADING ��- ...........;.1 INS --------------- oo HINGED DOOR if IR i 0 co (0 LOADING OF VERTICAL MULLION ]ADING OF HORIZONTAL MULLION Q i �.—�� Z mZ 8 -A mp bO PW c/) U S Z ¢$gO Z N c/) SHIDH� S �� 4� r LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION - .KMUCT REVISED NOTES: PIA HINGED PW DOOR I u complying with Itw Florida 1)DRAWINGS ARE Building Code RERESENTATIONS OF TYPICAL Acoeplanx Na p I PW CONFIGURATIONS. E I.,.= 20IVT I PIN CONFIGURATIONSNOT SHOWN Uk EXTRAPOLATED FROM By Munn' almduU 00THOSESHOWN. n I 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE PW `,�O ,,..-...... �;.••.•� RECTANGULAR LOADING. ,�{�IOEhtSE V': PW PW I / 3 SEE PRODUCTS' APPROVAL FOR •..Y '� t��; No. T�0705 r ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION�'U .•.4l' L 6 PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I r ;' ,; ST, LOADING OF VERTICAL LOADING OF HORIZONTAL S A.L'YNN)I�Rt'E. MULLION MULLION FL P.E.# 58705