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Home My WebLink AboutNOA'SPGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: �tNK)SE) BY RESOURCES (RER) MAY 13 �019 ST, WOP GOHnty, PPrM[tti_r This NOA is being issued under the applicab� materials. The documentation submitted has b� Product Control Section to be used in Miami I7 Having Jurisdiction (AHJ). This NOA shall•not be valid after the expiration Section (In Miami -Dade County) and/or the AH to have this product or material tested for qua] perform in the accepted manner, the manufactw immediately revoke, modify, or suspend the use reserves the right to revoke this acceptance, if Section that this product or material fails to meet This product is approved as described herein, a Code, including the High Velocity Hurricane Zoi DESCRIPTION:cSeries "PGT"-Clinned Extn MIAMI DADE COUNTY PRODUCT CONTROL, SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economv rules and regulations governing the use of construction i reviewed and accepted by Miami -Dade County RER. - e County and other areas where allowed by the Authority ate stated below. The Miami -Dade County Product Control (in areas other than Miami -Dade County) reserve the right .y assurance purposes. If this product or material fails to r will incur the expense of such testing and the AHJ may ►f such product or material within their jurisdiction. RER t is determined by Miami —Dade County Product Control he requirements of the applicable building code. d has been designed to comply with the Florida Building APPROVAL DOCUMENT: Drawing No. 6306 R, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25' prepared b� manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-D�de 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 they expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number precedI ed 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. i i INSPECTION: A copy of this entire NOA shal be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists ofIIthis page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge>L Plasencia, P.E. NOA No. 17-0630.01 t Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCESUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. ,6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer; signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 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 tinder NOA No.10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. a D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). I E. MATERIAL CERTIFICATIONS 1. None. Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-1 PGT Industries, Inc. F. STATEMENTS 1. Statement letter of conform ce to FBC-51' Edition (2014) ' and FBC-6t11 Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no finan ial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series '4PGT" Clipped Extruded 'luminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. i i i i PpoXJorge M. Plasencia, P.E. duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 i I . I SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE FOPENING WIDTH FOR VERNCAL MULL---�I MULLIONS / -1 SEE D.7 \A•D.G,H; SHEETS 24 i SEEDETAILS II A THRU G; SHEETS 2A 1 \ I / VERT. MULL LENGTH / I11 /1il I HORIZONTAL MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE O BE DESIGNED BY OTHERS. ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLONS INSCRIBED INSIDE HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS, BUT SHALL 'RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. SHAPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING O THE REQUIRED DESIGN PRESSURE MULLIONS HE IN THIS ANCHOR EVALUATION. THE 1.CALCULATED TDEFLECT OAD DURATNOR WAS USED FOR THE EVALUAT STRESS WOOD SCREWS. USED 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND SEEDETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN SHEETS 24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. HEIGHT FOR HORMDN TAL SEE DETAIL E, FAl1LL SHEET3 FENESTRATION PROOUCTS MAY BE OF ANY TYPE MUST BE MANUFACTURED SYPGT. . 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN N THETABLE(% 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 ULTRACONIAGGRE-GATOR NONS S OF THE FLORIDA CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPMULLIONS AND CLIPS HAVE BEEN DESIGNED & ACT APPLICATIONS. TO COVIPLY MULLIONS THE UARE ONLY O BE USED WITH BUILDING POT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ /SEE DET,MLS 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING SHEETS 3-0 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL r—OPENNG WIDTH---i I'—HORM MULL LENGTH--I LENGTH r I I HEIGHT P y HEGHT p /� HEIGGHTT U=T1 / rr Hofu / P �' MULL MULL LENGTH L L OPENING WIDTH SINGLE MULLION SINGLE MULLION FORVERTICALMULL OPENING WIDTH FOR VERTICAL MULL `1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FSC), 5TH EDITION •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL. ADM-2015. •AISI SIOO-12 •AISC 360-10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE pRESSURE REQUIREMENT FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCES FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR! OR'TRUWGULAR/TRAPEZOIDAV- GENERAL NOTES......v_...._._., 1 INSTRUCTIONS_.......,__- 1 ELEVATIONS---_-_ ...�1 MULL TO IX WOOD_._.._.-._.._...'. 2 MULL TO 1X S MASONRY-.._.._. 2 INSTALLATION NOTES ...._.-_._. 2 MULL TO MASONRY_..._.._._.. 3 MULL TO STEEL STUD_.__..__... 3 MULLTO MULL._......._...._.__ 3 ALTERNATATE CLIPS.-.._-.-4 SAY MULL ONSTAU ATION._.._...... 4 1 X2X.125 MULL SPECS—.-..-5 1 X 2 X.375 MULL SPECS__.._....6 1 X 2.75 X.376 MULL SPECS_._.-7 1 X 2.76 X.6S MULL SPECS-.-__-8 1 X 3.125 X.500 MULL SPECS _..... 9 1 X4X.126 MULL SPECS._-_.._10 1 X 4 X.375 TUBE MULL SPECS.._ 11 1 X 4 X.375 "T' MULL SPECS.__...11 125 X 3.188 X 265 MULL SPECS.-12 125 X 3.25 X .100 MULL SPECS..... 13 1.26 X 325 X.624 MULL SPECS__14 125 X 3.S4 X.624 MULL SPECS..... 16 2 X 4 X.25 MULL SPECS-._ 18 2 X S X.25 MULL SPECS_.......—.17 126X 2A1 X.126 MULL SPECS_. 18 30' X 325 BAY MULL SPECS.._.... 19 45' X 325 BAY MULL SPECS...._ 20 MULLION & CLIP DIMENSIONS. 21 EXAMPLES 1 &2............. ......... 24 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBS� FROM TABLES to THROUGH 1SA, ON SHEETS 6 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION 15 SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIM) FOR THE OPENING OBTAINED IN STEP 1). - ---- -_-- 5) FROM THE SAME TABLE USED INSTEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY CAPACITY REQUIRED�BS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY�BSj TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHORBUBSTRATEIANCHOR-CUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY MULLION CAPACITY (� OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSUREpESIGN pRESSURE REQUIREMENTM T'1 FOR THE OPENING, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACffY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE B) VERIFY THE DESIGN PRESSURE RATING (LBSIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSIF)') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENT] REMULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. PRODUCT REVISED as complying with the Florida - Building Code- NOA-No. 17-0630.01 Expiration Data 0512612021 By MIamF do Product Contro �0� ANY L....IV !/ �• ; No. 58705 ATE O ' (41vpt A. LYNN 1,111.10K 1 FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) T(P. ANCHOR PER SUBSTRA SEE TABLES 1 { 1 I I ' MULLION I I SEE SHEETS 21-23FCR HOLE 1 T LOCATIONS EDGE c DISTANCE II FOR WOOD SCREWS 3fi0•MAXF� ALL d MULLIONS I BY OTHER! SEE NOTE' SHEET 1. FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) I^ ® .� A 2 a JLLpN 13UCKSTRP TYP. ANCHOR e . AND PER SUBSTRATE E2! ATTACHMENT SEE SEE TABLES 1B-13B BY OTHERS, SEE NOTE 1. N SHEET 1. ++ U '.MIN N 2,7 KSI. pi �'•,• B�1 Z wz CONCRETE CR CMUI'•I••' - I DISTANCE ly -j F--~SEE SEE TABLES ¢N J n FFEDISTANCE ORMASONRY 1B•13B ANCHORS O W Q C SIDE VIEW a F O c) n OpEATRM OL 3Z Z 0zd m a 4 • CAIP MAY BE � g tY ' INSTALLED BY 7 1— �` ° THIB METHOD. J n d ' 1 GI P �I I a od a z I I I I d.. EXTERIOR y EDGE DISTANCE' 4 FOR MYSCNRY a THE OFF�TCLIP IS ANCHORS RCCOMMBlOm FOR FBJfRAYED WINDOWS. BUT A1AY ALSO BE USED FOR OTHER FRAME TYPES.-- ` TYP, ANCHOR LZ PER SUBSTRATE SEE TABLES 1B-13B BUCKSTRIP AND A7TACHNIBif YOTHERS, EMBEDMENT' B ,• 'SEE NOTE 1, ! SHEET I. N9N 2.7 KSI CONCRETE OR CIU FRONT VIEW a ? ¢ 0O D Z,m vOi 0 d m�oc PRODUCT REVISED as Complyln with the Florida Building Coda HOA-No. 17-0630.01 Expiration Date05/26/2021 �T V LYfyn/ * , No.58705 IS T '•., �: A. LYrInI NIILI'ER, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MULLION MASONRY STRUCTURE (STANDARD CUP SHOWN) 1 TYP.ANCHOR ' PERSUBSTRATE, I SEE TABLES 11-43B E6fflllR.IIIE I I EDGE DISTANCEIFMASONRY I I • I I III I I ANCHORS e 4 EXTERIOR a< a a EDGEDISTANCE ° FORMASONRY °' k ANCHORS ' ANCHORa d /�'TYP. ER18-1-137 a / _ SEETABgLPER ATID ATTACHMENT BY OTHERS, •. IS DTE I, ENT SHEET 1. EDGE _DISTAT SEE W MLN 2.7 KS! CONCRETE OR CMU MN 2.7 KSI CONCRETE OR CMU 1B•13B FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THETABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELOO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. THEOFFSETCLID IS RECOMMENDED FOR FW-FMI6ED WINDOWS, BUT MAY ALSO BE USED FOR OTHE3 FRAMETYPES. FRONT VIEW EXTERIOR DETAIL E: an —1 exsrvuN. MULLION TO MULLION INTERSECTION NOTES: (U-CLIP) 1) MAY BE INSTALLED IN -TEE' OR 'CROSS' z o INTERSECTIONS. d s 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. N 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 5 U FOR CORRESPONDING MULLION. tom TOP VIEW MUON W O = LLI VARIES-1� r 9 J•1 N Al2 STEEL SCREWS, to "SELF -DRILLING OR PRE -DRILL MULLION AND USE EMS ill m CO O) m W -{{ _ zco MULLION 3 H O z Z14 eU LUzLoSECTION K 7 L Z EXTERIOR j Q Z g Z Z Q C)�D_ F Q O Z . SEESHEETS21-23FOR IL y uo so HOLE LOCATIONS n g FRONT VIEW DIs7ANCE m F tq uY) SEE TABLES 18.13E �c a Z a 0 0 a Z m rn SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO as eompiyin6 with the Florida STEEL STUD 6alldinB Code (STANDARD CLIP SHOWN) P1oA No. 17-0630.01 Expiration Oato 05/26/2021 18-133 FOR STEEL STUDS THINNER THAN✓ 16 GAAND COMPLIANT WITH THE FL BL CODE, A2X WOOD BALKER MUST USF3 ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. SIDE VIEW. ♦♦♦♦�a�NY LYAJN��iii LICENSE • ;/l�F x ; No.58705 o.� 17 'j; '40RIOP,.NG��♦� �!Y O�911 FL P. . 58705 .EXTERIOR EXTERIOR (D IZI DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEEDETAILSA-0, SHEETS 2 ANO 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. 0 0 O O SIDE VIEW SHOWN WITH VX 4' X ,126' - MULLION STANDARD CLIP TO BE MODIFIED IN -FIELD. E➢DE DISTANCE � PERANCHOR NOTES FOR INSTALLATION OPTIONS F. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11' X.125' MULLION. 2) SEE TABLES 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: ANGLE MULLION CLIP (ANGLE CLIP) 0 0 0 0 TOP VIEW TYP.ANCHOR EXTERIOR XA23' DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30. OR 46' -BAY MULL V'W. 00 O TYR ANCHOR —PER SUBSTRATE, SEE TABLES 16B OR 16B EXTERIOR 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. INSIDE OF MULL�= ]'j s:C \- W PRODUCT REVISED as comPlyyinyy with the Florida ` INro woo➢, Building Cotla NO"09 17-0630.01 STEEL, taunt Expiration Date 05/26/2021 OR MASONRY EXTERIOR G .... Y� Mlaml-D� Product Contra —A& ® tuu! O 2 W 111! ,.��oNY LY4 '- • �' NOTES FOR INSTALLATION OPTION G & H: N 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. zNo. �ICENSF ;�(�� `� �� 2) DETAIL G: SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE 5a7o5 LOCATIONS. — 3) DETAIL H: SEE TABLES 15131 OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE N �• •, / �: ��` •'• LOCATIONS. 0 ri 'n F �� '•. 1ORIDP,. ' VC ��'/`/ ONAL 00''' a A. LfNlulnmaLW P.E. c� FLF.E.#58705 TABLE 1A mumon Cavacity Table slR - Opening Wdth (frverUca*sp3rgmUIom)orOPentgHeight(Tohmrwspgmutom)o 50 In Reetangutar implydeng• coin 70In ReganOslar TrapRdmrg. Reotanguier TrapTlsng. Be In Rec'tan¢Itar TrdpfTdarg 901n 1001, 120in 1401n 160h Reaan9Nxr T7aplidatg. Rectangular TraPrrAa^9. RectenODNr 7mpRAang. T2eOangWat 4DpRAaaB• Itectanguler TmplMang. Lcad-9 Lca!-mg Lwdrlg Lcadng LDadng L4tadng Ioadg la dhg Lcadn9 1 X2R.12S Alum Tube , Loadne a a L.&g Lmdn9 Iaadng LDadne taadng flall f-19:1 Loadng LCa9ng Lmdn9 S�� s' S U s� gg F118-i24.9 yy1 s- ' d ag �e� 5 Tl�d �� i t`e ��. 3 � � s a aaA s a _$�_mMWUon €� � S� �• =� `E �•� a� g `� � �� g S `dv �B 5� i`x 3�. d ��. �c f� d`a: •fir � S� s �� 3 � pi e z 2�. 43 N 111.9 408 129.5 372 93.2 108 115.6 326 78.9 406 107.8 321 69.9 408 104.4 319 621 408 114.0 119 15.9 411 104.0 319 40.8 406 104.0 319 39.9 408 104.0 318 310 408 104.0 319 244 48:n 74.0 312 B:18 268 624 3S TJ.4. Z52 Sic 312 87.0 248 4&5 312 B32 246 41.8 312 61.3 244 37.6 312 81.0 214 312 3ffi B1A 244 Z&e 312 B1.0 49,3 214 219 23A 20.0 312 281 81.0 49.3 219 50.626 h 83.9 281 70.8 234 53.2 251 61.5 228 45A 281 55.7 224 39.9 281 $2.1 222 35S 281 60.1 220 31.9 281 49.3 38A 218 193 20.6 2f9 201 241 49.3 3&1 219 193 228 1&e 291 Z47 38.1 193 tfl4 247 3B.1 1g3 S4 in iT6 247 67,5 207 43.9 247 49.8 402 37.6 247 4a.8 199 329 247 41.5 196 292 247 39.4 19/ 28.7 Z17 c coin 3fl4 200 41.2 170 320 200 36.4 168 27A 200 31.5 163 24.0 200 20.0 160 21.3 ZW 27.1 159 192 200 2S9 157 16.0 200 2fl0 158 n631n 33.1 181 95.7 155 27.6 181 30.3 152 23.7 181 2&9 149 20.7 jai 24.5 146 19.4 151 229 144 16.8 161 21.7 14S 165 30.8 142 24A 185 Zfl1 139 20.8 189 23.1 138 18.0 16522.2 139 23.3 120 1&5 139 19.9- 118 • 15.0 139 1Z6 1118. Rio28.e 1126 19,7 108 16.7 125 1&8 107 1 A 115 18.2 104 - Subatr4tc 2.7k Concrete rmcno- 3.Sk Caro. ar iapm rw 1100-CMU F01ed CMLI I PT Weud I Metal 'J1� Eko IN' SS BCD Stir BCD 1/4' 39 6co tho Steel Ot2 Steel- 012 Steel ArxaaTyPe 3118-Eko Ultraccn 1f4'EICD U1=013 UlVEk 3110'Eko UIOac4n lie Eko(Aaaom AgpteG= VRMM AgM'WjCr 9cnw(GS) S-(GS) S=G5) Anchor CUP Patterns 1- 2-12' 3-1/8' 1' 2-17P 1' 2.12" Y 3.118' i a48' 0.44• 0.325' Edge Chtmoe(m} Emte*n (N7 1' 2.1/Z' 1-31, 13/4' 1314' 1�I4• 2 t-V4 1.1/4' 1-t14' 1•i/4' 1-lie 1-0/4• 2• 1,VW 1.318' 'tiro 2 Anehon ®4.TS MIn. O.G.1 Standard ar Oesel Qip (Fg 1): 390Ibs 3001De 430 ms e90 @s 1e44 @a 270 0u 2601ba 354 Na 740 M 374 IDS 664 ea me am 341 ms -2 @s BBSfas SBO m% 1120 da 4 AnCtacra®1.iS MIn. O.GlSanda[d (mO6se0 COp (FiE2); 411113 T00 Ns WA WA NIA NIA 380 @S WA NIA WA 780 ms WA 7681m WA B87Iba WA iB92 6B20n 682 On 8851Ds /120 R9 M1gm O.C.1(2) 245 At191a Cllva I (Fig. 31: 7e0 lag T80 Oa ee0 om 7'99 ns 7898 ma 510 hs 9601, WA WA WA WA NIA 7171bs 1 ArokDta®&43•MN.O.C.I 11Ll1P. Int0.125•Aium. (Ffg. 4k WA WA WA WA WA WA NUI WA WA 1771G7 370 0» 1871to 3321Ea 473W5 170 @s 2211b9 2891ba 1 Pnshorf F-0IiD lFq. SY 185 ms 185 roe 725'Ds 445 @c 822 ma i3S IOa 1401Ca WA WA {uA WA 3410>s- 4429a S601ba ZAnamm@ 1.13' MIn. O.CJF12U OU-8g 2401ua 350 ms WA WA WA WA 190 ba WA NOTE FUN Imt Urronl-11, wcinc�nn,o ni..., ,.�,..,�.,�.,•r-.-- .. ____._..-_.._-_-_.. _. FIGURE 1: FIGURE 2: F177� FIGURE 3: F0• • 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE 6: m �� • TABLE NOTES: 4NCHOR CAPACITY ADJUS.,-- (OP,;,) X 1 ANCHOR CAP.,o,,,aa) -ANCHOR CAP. - `MULLION CAP.,,�,,'- USE THIS FORMULA To OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES -AND SHEET 25 FOR INFORMATION ON.LOADINO. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' r- 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. 2.0000' FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.L 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 .125' f YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125" 1 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK (18 GAUGE). STRUCTURAL STEELTO BE AT 1'X2"X,125'MUUJON LEAST .125• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 912 ANCHORS INTO WOOD MAY BE STEEL I M B.S. OR 410 S.S. F1- Z G m C L !%J N 8 AO c LU $ X ® ~ X - z 0 i g a. m€ O sX O- E�mT �- PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Mlaml�uct LYN�y''.,�, VC \ No. 58705 P 0,e ��r `: 1 O STATE F ;, • k-1 'c ORIDP,.•' �� SiS70NAL'E� �. A. &NNWIIIII r1, P.E. FL P,E.# 58705 1 i1DLC LM Mullion Capacity Table Wle Opening In (for terti®iryspanrJng mullions) or Opening Height (for horimntaHsPanning m1lGons) 60In 60 in 70 in Mtn Be in 100 SI 1201n 14o h 160 In 1 x 2 x.376 RectmlguW Lp01Bg Trs ildcM Lad4g RnmerguW Lng ad Tr4 rds119. Lading Reetmw-w LLa9ng Toprm-4. L-am Racl5n9ular Losdi g Tr3Nrrlarg. Lo3dlrg ReclanWder Loadlrg Trapinlmg L-ft RecLtrgllar Loafing TrpRdag. La'Sv ReRe�Bl.9ar Ladlm TmpRdmg. Laadm ReelargWat U.*v Tm#Tft g. Lcadn9 Redap1m Ladlrg Trnprnt al9. L3udrg Alum. Tub Mullion ,�• �y .15(Lr F � � n � � ,• _8 sg �$jp' r � � gg[ a �d�! •rc _ �x � � a t¢� v � 3� 'F �¢ � p� �a ... � r � � dF � � r d� -Hg¢ r � � - .. dF � % � r $@ �¢ 5 3$ r .y5¢ 6 r ��r r � � � ' a � r ,da•.. � pa •�, � � r �p �g, 421. 170o 620 170.0 435 151.3 G52 170.0 476 129.7 662 170.0[113 S62 169.5 SID 1019 682 18&9 517 See 632 168.9 617 75.7 6M 188.8 517 E48 862 16&B 617 58.7 6B2 18&9 517 48 in 121.8 W7 130A 419 101.4 607 11111 410 85.9 507 f0&T - 1028 359[57 507 99.8 3W 60B W7 89.0 'go rA7 $07 99.0 396 4&4 507 99.0 398 3&0 SW F50 386 60.62EM 7037 456 7145 378 �4 465 99.9 371 741 458 80.6 458 B48 3W 456 •Bi.3 367 S15 458 80.0 356 433 458 80.0 356 37.0 468 Ba0 358 324 456 800 358 54h B54 400 63.7 336 71.2 400 (i0.B 32B 61.0 400 72T 400 87.3 318 400 94.0 315 427 40D 623 314 no 400 61.8 313 30.5 400 51.a 313 28.7 400 61.8 313 § 601n 823 37A 65,9 27e 51.9 324 67.5 270 44.6 324 61.2 324 460 260 324 43.9 257 31.1 324 420 25S 2aO 324 IDS 253 222 324 /05 263 19.5 324 4a8 253 C 83 h 6&e 2B4 67.! 252 448 294 492 248 3&4 294 43.6 294 3018 237 294 37.1 234 2&9 294 %2 232 224 254 33.6 230 19.2 294 33.4 2M 1&5 2% 334 230 68h 4&8 768 48.5 230 3&0 265 424225 3&4 268 37.5 263 341 218 2ea 31.8 215 23d 255 29.8 212 19.5 298 2&0 210 IV 26B 27.7 209 146 268 27.7 2D9 72h 38.0 225 37.9 196 3oo 22S 322 181 257 225 25.4 225 25.6 1e5 225 23.6 1E2 1&0 225 22.1 180 16.0 225 20.3 177 129 225 1181L3 275 19,8 178 76h 30.E 202 •320 177 2&6 2T2 77.2 773 21.8 202 23.8 170 1&2 272 21.s ib> 202 1B.T tE5 1&3 NZ 1&4 183ti!N�2818.7180 109 202 1&B 135 9.8 ZP2 1&5 158 78in 28.3 182 29.0 168 23B 7B2 25.1 165 20.2 1833 'QO 182 17.7 iB2 tAT 159 192 18.1 167 14.2 192 1&S 155 152 1&1 IB2 144 iw &B 192 142 150 80 h 191E 144 Me 129 154 144 16.1 128 go h 15.2 127 16.8 113 I HDLC LD Anchor Ca ae Table bs 27k Conmm 3.Sk c- Hmbw WM FEW CMU PT Wood M4blSlisElco V4' 69 Elea 51W Eb0 V4• SS El. 410 stel 572 Steel 02 Smd An05mTypo USraepn t/a'Lleo lg0mml 37te'E'c4 UirecOn 1F1'04018treomUP4amn A71CeGelot Uheo- A9ge0atx 8ctex(CS)so0.54-) Serew(G5) ADCiIOrClipPatterns Eaye D"stance Sn2.12' .7• 2.1? 3115' 1• 212'1• 2-1/Y Y 3y0• Y 0.46• 0.54' 0.724' Cm FV161 1-314' 1.34' FN74 Y 1.114' 1-11V 1.1/C 1-1f4• 1-114' 1-1H- ? -1.3fw- -1-3m 2 FV ms 0 4.7Y MW. O.G / Simnvd a O2sel Dip "-1 3E01A 450 t. 89O Ibe 16N Iba 27010a 2001be_ �9i 0m- -740 0� -3T41ba W4= 9/8 the 341 IN 442Ida 560 bs 4 Anolmn @ 1.15'Mln. GG / G14n[4rd (a OffmD alp (Fg. 2 700.Ih5- -WA- -WA- -WA- WA 380 bs tUA RIA WA WA WA sm lba B35 U. 11201ba Areno��.g 3'Mh O.G-/R)235ArgAiC8ps7(Fg. 3 7601he e80ba 15601bs 18950a 540 Is 5M Ihs N/A 7806s 7481be EEO Ila 1®26a 682 lb. 889Ibs 1120IM 2 Archers gt 0.45' Mh O.G 1 Oqy, hto .12E AMn. (F18. dT WA WA WA WA WA WA WA WA WA WA tUA WA WA WA 71S ba 1 ArcMr/ FaiD fFlF 5j: /85 D;s 195Ibs 225 bs 449 bs 62210e t35 OIs t-00 ®a T771be 370 Ds 187 me I ms 41111, 170 M. 221 lb. 2801hs 2 Anah- ® 1.15- NtrL O.G/ F".17p (Fq. SP 2W bs 350 B4 WA WA WA WA 190 it, WA WA WA WA WA 34110s 4421ba 560 b5 NUTi-: t•UH I Hm urrac I III" - I--1...,....,.... �.+, „-,�....... .,•,.., ..._ _.. -._... - _-. . (DP-) X`MULLION -ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE "ANCHOR ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES: 0 ® 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 10 ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: • e - i 0 ANGLE CLIP MUST BE USED IN PAIRS, FIGURE 4: FIGURE 5: FIGURE 6: [ an - 1111 01 1111 0 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.1217 THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 81112 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED as Comp = with the Florida Building ode NOA-No. 17-0630.01 Expiration Date 05/26/2021 �• No.56705 STATE F�'•(V�: A LYNIy1N1IL1ER, P.E. FL P.E.# 56705 TABLE 3A Mullion Capacity Tablo (83sfle) opening mdth (for vertf vy-Spar . Recbsllpia W In60 Trephtap. Rxetarplar b1 TnplMari9• Re.WGUx 70In Tr-*PrMa<9• ReaanlMar 80 n TaplMmg. Reef:nglle 80 in . Tep70lar9. L Reotmgdar L^%A9 100 in120 Trap'Karg. Lwn9 Reclen8uar faad's•.9 in TraWTllsn9. toadn9 _ Rawclr Loadrg 1401n 00r Tmpd.9 Lmdng Raotarr-9 lr>adrg 16o n TtLcod 9• 1 x275x .376 Alum. Lowing Loadrl9 Lwdne L'., 9 Ludn9 > g l.aadry y Laadng 2• a D a.- Lcadtg L-9 2: a aq 2 a..vMulliong,�a Fig! �" � tT S �>3g drc € � §� ¢ a� a a s kg' s s a 17 t1 170.0 435 170.0 le 7N 170.0 478 x 170.D z a� 868 170.D d 508 s�, 17C.0 892 170.0 519 170.0 1116 170.0 621 Inc 1240 1T0.a 621 id8.7 1301 170.D S21 127.8 1301 170.0 41 111b iJ01 1T0.0 41 42n 170.0 620 )6! 170.0 44 170.0 650 170.0 8M 170.D 992 170.0 630 170.0 1133 170.0 E81 151.8 1139 170.0 677 13B.e 1139 Ina Sao 113.9 1139 170.0 680 97b 1139 170.0 680 ESA 11J9 170.0 680 !8H 50,625n 170.0 1T0.0 7N 170.0 583 Im.O 838 17d0 B31 167.9 1032 110.D 6B6 14&S 1032 170.0 723 130.5 1032 170.0 747 117.4 t032 170.0 758 97.9 104 170.0 788 97.8 1032 170.0 756 714 f04 170.D 709 64 n 170.0 787 1T0.0 612 161.3 ip7 170.0 691 1182 907 164.7 730 120.9 W7 1626 720 107.5 OUT 145.0 714 B&8 007 141.1 710 80.6 BJT 140.D 703 69.1 907 140.0 709 60.6 907 140.0 709 60 In 141.1 735 151.5 625 117.6 735 130.3 611 .1008 735 116.0 599 SU 735 1082 590 7SA 735 99.5 60 70.5 735 95.1 578 58.8 735 21.8 574 60A 735 91.8 5T4 N.i 736 919 574 41 63n 670 101.8 6a! 1115 8.17 67.0 Ci8 99.9 647 762 Bse B0.1 e3e 87.7 668 819 531 60.9 E66 78.8' 521 509 EBB 76.8 621 43.6 868 78,6 831 3&1 311 666 759 8C7 827 474 121.9 666 1J0.0 681n 106.0 BO7 117.4 522 68.3 fi07 9&1 511 75.7 007 65.0 501 682 Sal T7.1 493 58.9 607 71.5 486 53.0 607 67.6 481 44.2 60T 63.4 478 37.0 607 4.7 474 9 510 &!.D 4f3 86,0 Sill 73.0 434 513 10 54.3 426 91.0 Sill 57.9 416 46.4 S10 53.7 KJ 40.8 510 -0 406 � 34.0 Sill 439 402 2B2 S10 N,4 359 25b 670 N.3 456 726 NO 57.6 !Se 81.7 392 49,6 458 54.1 38S 43.4 458 4U 376 JS.B a644.6 373 34.7 450 41.8 368 289 456 37.7 382 24b 450 36.0 359 21.7 468 37.7 JSB 439 87.0 381515 43558.6 373 N.8 43S 49.6 368 10.1 414N.7 36040.9 355 JLt 475 10.1 351 MB 43s 31.4 344 228 4J5 326 341 327I3.1 29034.8 S273&4 285 29.9 327 3t.8 280 2&1 327 28.3 275 212 3925.7 271 20.9 327 23.7 26S 17.4 327 21.0 262 149 327 10.3 268 jb�l 4 287 35A 257 78.7 267 289 252248 287 MO 249 21.6 287 23.1 2" 19.1 287 20.9 240 17.2 287 19.3 D7 14.4 267 10.9 227 24.7 205 202 227 20.8 201 17.3 227 16.0 198 217 18.0 193 3 218 ZLT 191 1. 17,8 fez TABLE 3B 80*. 27k CMcrde Anchor Capacity 3.fit rAna. Table bs FkNaw mlU 114' Ss SUft Elco F®ed CMU PT Wood 1/P S9 Deo tn0 Steel 812 Steel Mete) 912 Sted Arxhor 7ypc 3MU Eko Otrecen 1/4' Eka Ultracon NNacon 3116° Eleo Ntmwn 1f4' Eka Uilla= =r A09mCator Ultraeon ApOreOstm screw (OSj 9ctew (r35) Sc0,324 ) Anchor Clip Pattems 1' TI 9-1l0' 1' 2-1R' 1' 2-U7 T 3-tfa• 7 0.48' 0'W 0.324' Edq dstarlp0 (n>: EmhedmvdM 1' L3r4' Slit ta14' }aK' 1.9l4' 7 1-U4' 1-V4' 1-114` 1-1/4' 1.7l4- 1-1/1' 7 law 1al8' wRa 2 Anehars®4.75'Min. O.C. l Stmdad or 06set Clap ff10. 1g 3901DN 360M 45D Du 690IW 1644 @0 270 Rs 280 ms 95415s 7401M 7741b 654163 94a As WA 341 The 5a2lbs 4421to 685lbe 1601bs 1120 ma 4 Mchon ®1.15' MIM1 O.0 I Bmndard Wol3m) Clip (rTg. 7P 460 ms 700 Da N!A WA WA WA 350 M. WA WA P. WA 748 es WA 50015s 7892I09 �2 @s 805IDs 1720 M 4 Anctus Q$ 3' Ntn O.C. f 6i12s5 Arp's C6r's / 01B• 3g 780 @s 760 Es [;BO1M 15601Ds 1&96 Ow 540 Ibs 5601b1 WA WA WA WA WA tUA 716 9ra- 2 AtChem DAS- XWL O.C. f UQIP. NIo.12a AU". (Fig. 4): WA WA WA WA N/A WA 1 1 WA iN Wlb WA 1771hs WA 37011% 1B71bs- 3a� 141 4731b3 170165 2211M 2800s 1ArmbalF4;1'qlFO.5): 185 ms 1951bs 22S Ibs 44516s 822Ibe 135m3 I WA WA WA WA 341 ms 44210s - 680 ms ' 2Anohos ®1.15' Min. O.CU W 1p ffm• BL 240 N 310 es I" WA WAI WA 1BO ISs WA i' NOTE: FORTHEOFFSETOUP. USt lfdt SNMCHttGmVrtr.0 icr.�._n�.....�... �. •••--••---------- ��Olhtu.eu vALuea w<e teary nv me �...,,.��..�...��..•--.• FIGURE 1: FIGURE 2: • • FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE 6: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-)X ( ANCHOR CAP.,,m::) _ANCHOR CAP.,, `MULUON CAP.,,®,,,,/ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTEE] 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 ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HO(.ES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 606345 AND BE AMINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.3 S.S. OR 410 S.S. a y X yo 9i r W LO � n oY ® N fn 1 X , Z O i PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0630.01 Expiration Date 05/2612021 By MiamFDa,0roduct Control ltilililrr, ` N '1 ♦♦ a�N ..LY N. ,,� P��; •' LICENSE •. �(�� * ; NO.68705 0:1 S ATE ONAL A. NN f1 hI &, P.E. FL P.E.)158705 ' Mullion Capacity Table bse Oponing Width (forwrIlcallyspandrg mUllans) or0poning Height(farhollmtds*spar"ng mutiors) so In 60h 70 in 60 in 9n In Igo in 120 in 1401n IWIn 1 X 2.78 X lfectmlguler Loading Treplidml9, Loafing --go Loading pi dlqding TNPlid2M[17 m9dw T1oP1711mg• Loadng Ft c.In wdv Lowing T-PI 11"g, Loading Reclongular Leading TwIlleng. LoadnR f7odangular Loadrg T Wrftng Loading Rebbngala Lwdaq R* Meng, Loadfg IiaplenBnVr Lc2ft Tr WOftlq, Loading Redwalder Inadtl9 TwInang• Long .650 Alum. Tube Mullio Tdi _� S� a pg�� rc�2 o it o naunIn d` � GIL g da� s de _`6�:1Xs' Yg42 _ in 170.0 620 17D.0 435 '170.D 744 Von 47B 868 170.1) 600 170.0 982 170.0 51B 170.D Ille V110 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1620 170.D 521 138.8 1820 170.0 52141 in 170.0 708 170.0 524 170.0 850 170.0 5B4 87J 17o.0 630 170.0 1133 17D.0 661 170.0 1275 170.0 677 1705 1417 170.0 680 141.7 1417 170.0 WD 1215 1417 170.0 680 1D&3 1417 170.0 680 50.625 h1 170.0 747 170.0 563 170.0 899 170.0 831 1048 170.0 634 17D.0 1111 Va.n 723 IMe 1286 170.0 747 146.3 1288 170.0 768 121,8 1283 170.0 758 104.11 1268 1705 75B 91.4 1288 170.0 750 541n 170.0 797 170.0 612 170.0 MO 170.0 691 1116 170.0 754 150.7 1111 170.0 603 133.9 1130 170.0 837 120.0 1130 170.0 558 1005 1130 170.0 861 BOA fine 170.0 t 7&3 1111 17460to 170.0 886 170.0 701 1465 016 1823 781 915 NAS 746 1095 B75 1323 735 87.8 g15 123.8 728 S7.9 915 11&5 720 732 B15 114.4 715 SL8 BIS 1N.4 715 54.B B15 114{ 715 631n 151.8 am 1B1.0 710 126,5 Ban Iaf) 694 030 1232 eai 94.0 630 I= 670 8l,4 830 104.6 062 75.9 830 89.4 � 656 63.3 830 e4.5 649 $42 IM 861 640 47.4 830 943 640 66In 1321 757 140.0 660 110.0 757 118.8 Gas' 9Q3 757 105. 624 825 757 96.1 514 73A 767 69.1 Boo e5.0 T57 042 600 65.0 757 79.0 593 472 757 78.2 5B1 41.3 -157 782 W 0 7a In 10f.7 676 108.0 552 64.8 838 91.0 540 727 638 80.1 S90 W.0 B38 T22 521 6&5 638 68.5 514 50.9 638 823 SOB 424 638' S72 500 36.3 636 65.3 497 31.6 628 552 497 781n 68.5 671 ODA 496 72.1 571 76.8 488 8 . 871 67.4 479 64.1 571 00.6 471 4&0 571 55.5 484 43.2 $71 51.8 459 3&0 571 47.0' 451 30.9 571 44.8 447 27.0 671 44.6 440 781n 80.0 642 83A 474 6&7 542 70.8 468 67,1 642 621 456 50.0 542 5S.7 449 44.4 S42 51.0 442 40.0 542 47.5 437 3&3 542 429 42B 28.6 542 40.6 425 25.0 SQ 401 423 BOM 521 4W 63.7 281 43.4 407 45A 355 372 407 39.6 349 32.5 407 35.3 343 28.9 407 32.1 338 25.0 407 29A 334 21.7 407 29.1 32l 18.8 407 24.1 322 10.3 407 23,0 31g gain !29 350 44.1 .0 35.8 358 372 314 30.7 358 32.4 309 2&8 358 20.8 304 all 358 25.1 300 21.5 358 24.0 296 17S 358 21.0 289 15.3 358 102 28! 108in 30.1 283 30.0 2S5 25.1 283 25.9 251 21.5 283 22.5 247 18.8 213 f8.9 244 18.7 283 18.0 240 1&1 283 16S 237 III In 21.8 297 28.3 242 23.1 207 23.6 235 19.8 287 ZO.6 235 17.3 2B7 18.3 221 15A 207 16.5 aB IN In no 229 22.3 208 1&3 220 18.8 205 16.7 22B 162 202 Anchor CaPaCltY Table IDS ' SuhsOole: 2.1k Cwareta 3.5k Cori. W-CMU ROed CMU TWuad - eW- AnehorCOp Patterns Ands type' 3116' Eko LlBaoon 1/4' Eka L'Rracan 516' Eko Urtcm 3/16° Elea Ultrzeon 114' Eko 111reccn 114- SS Etcb A@aGatar 41G Eko LM=m 114' SS Elio ApBleGator 010 Steei Scmrt (O5) M281ee1 Suety (Gal 912 Steel 8- (Gal Edge DLltenca (Ink I. 2.12' 1' 2.10 3-116• 1' 2.12' 1' 24WN81ft 3-1/6' 2' 0.4B' D.54' 0.324' Embed..nt Onk I.3A' 1-3/4' 1.3/41 t4W 2' 1-114' 1-114' t-1/4- 1- W 1-W- 2' 1-W 1 we, tede9 2 Am"04.75-MIn. O.C.I StW Wd-QrO6sd CLIP IFIp. 1Y. 4 Anchors 441.15' MIn O.C. / Stondmd (a `M8) 09P Q99- 2; 4 Anchom @ 3' Mn. O.C. / (2) 2[5 An* Clips I (MO.3k 9B0ISS 480ID8 76D Ibs 39004 700 BA T90IDe 4501bs NIA BB0 Ihs 890lu WA 1580 0n 16446u WA i0B8 NS 2/BIN WA 6t0 @a 2801ba 380 the 660ICs 354 ibs WA WA 7401bs WA 780 ms 664lbs NIA 600 im 9451bs WA 16921Ls 3411bs 682105 662 Ibs ar. 985 885 Ds 5603u 712016s 1120 g.s 2 Ancbb1s 490.45'MIn. O,M IU-Mp. inlo,125' A24n.(Rg, 4} WA WA WA WA WA WA NIA WA WA WA WA WA 7151baI Ah.I FCI� (FIg. 1951be 185ke 2111bs 445 ks 822 g)4 US Ibs 1401E• 177 kn 3701bs 3321bs 4731bs 170 Da 221 PooO.Cl 1, F•Clip (FlO. ek 2401ba 359 Mo WAWA WA 1901bs WA WA WA I WA 1 347 Ibo 442 F. B60IOa CAPACITY ADJUSTMENT FORMULA: 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 CAPACITYTABLE NOTE: rUR I nE Ur MtZ I cur'- •. ,-, , - - • CIRCLED VALUES ARE 115EU IN THE EXAMPLE UN ZSneE 1 24. FIGURE 1: FIGURE 2: TABLE NOTES: O 0 1) SEE SHEET 1•FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. O I r FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125,rI1'--•T��I� • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEA EASTTHREADS BEYOND AND A36. ALL ANCHORS INTO METAL SHALL�8-8 S meI� S.S.CREW & #12 ANCHORS INTO WO D MAYES ET EL, 1.125"THICK THE MATERIAL #1 S. OR 1' X 2.75' X .650- MULLION B2 PRODUCT REVISED as complyingg with the Florida Building Codo NOA-No. 17-0630.01 Expiration Date 0512612021 111111111/l vkc * : No. 587057 6 ATE O 1 T . ••�� i is '•.•...... � ZONAL 1 NG`• A. LY/ tIJ MILLER, P.E. FL P.E.# 58705 TABLE 5A Mullion Ca aeityTahlo 651R') - OponingWidth (for tetdcaffPsparrdrlgmi ens)orOpeningHoight(forIlorizorita6y-spalDirgmuiions) 601n 50 in TO in win so in 100 in 1201. 140 in 160 ht Rectengw0r TrPITdmg. WdragWar Tta mmg Reden9war TrewWang Rectenpdar Traprr-n Reclang.dar Tmpmdmv. Rec67ngwer TmprfdOng. Lw fMg Rechngwar L.&M Tfzprinan9• Loading RxtanOfiar Lnedng Twd.,x LmdnB ReclOngidar Leedg Treplfnen9. LOadm 1"X 3.125"% Loader LOadn9 Lwdm9 Leadng Loafing Lea&n9 L.oadelg Leaeing laad� Ldednp Loadn9 a a .600" Aium a :^ A a � % a i" .- '�. �'. � � �. ' �,&TuhoMuO �g€it. � 0� � I-sl� b=D 51 � S� �c� U u Is_" 8 5� � fi4 gN o ' �� .� 4.1 G L ass se'�2ee afi-.- 3 a� ¢6170.0 2c'¢' fea ¢LL @, ¢'� fe K fe. 620 170.0 435 170.0 744 170.0 470 170.0 868 170.0 506 170.0 992 170.0 519 170.D 111fi 170.0 521 170.0 1240 170.070.0 t17 1488 170.0 521 t70.0 1735 170.0 521 154.a 1802170.052148In 170.0 00a 170.0 524 170.0 650 170.0 684 170.0 992 170.0 630 170.0 1133 819 17ao 1275 170.0 6T7 170.0 1417 170.0573 1577 170.0 EBB 135.1 i577 170.0 680 118,2 1ST! 170.0 fi80 SO.625D 170.0 747 170.0 R3 170,0 896 170.0 831 170.0 104E 170.0 B84 170.0 1195 170.0 713 170.0 1345 1T0.0 747 170.0 i494 170.041.7 1495 170.0756 121.5 1495 1)9A 758 10&9 1l85 170.0 756 641n 170D 797 170A 612 1T0.0 856 170.0 691 170.0 1116 170.0 756 170.0 1275 17D0 807 16&1 1401 170.0 837 149,5 1401 17%Q2A.8 140} 170.0 861 108.8 1401 1T0.0 6B1 WA /401 170D 887BON170.0 085 170.0 701 1T0.0 1083 170.0 797 158.5 1156 170.0 878 13&7 1158 SB7.0 B28 1213 1158 158.9 917 711.0 1156t49.72.6 1158 144.5 903 788 1158 144.5 803 89.4 1158 144.6 S03631n 170.0 930 170.0 765 1598 1049 170.0 BSO 137.0 1048 195.5 660 11B,8 104E 1N.7 648 108.E 1048 1320 838 95.9 1049 12158.9 1049 1183 820 66.5 1049 118.9 819 599 1049 118,8 81B t BB In 188.E 859 170,0 78B t39.0 "ASS 151.3 804 t19.1 B55 i]17 768 1042 955 121.4 7T5 82.8 855 t128 785 13.4 955 106.4 17 E9.5 BSS 89.8 713 69.8 B55 86,7 74S 621 B56 B&7 746 c j Rin 126.6 803 134.8 697 f07.0 303 114.9 W 91.8 603 101.1 870 6D.3 SM 91.2 559 71.4 8D3 0&0 649 642 803 7&6 642 535 803 722 on 453 803 69.8 628 40.1 SM 68.7 627 1082 721 114.1 629 9U0 R1 97.0 616 78.0 721 05.1 605 68,3 RI 76-S 595 60.7 R1 70.1 588 54.6 R7 e5A 579 45.5 121 69.4 589 39.0 721 56.6 RAI 3b1 721 60.1 603 7Bfi 89A 587 722 684 76.4 576 611 6S4 70.4 S67 58.1 684 84A 558 50,5 884 3&B 551 421 884 &.1 641 38,1 t,84 51,3 - 5'a 31.8 584 50.8 534 781n iO1.D 684 105.4 599 84.2 604 41.1 514 44.0 433 36.5 5L1 40.5 427 326 M4 378 421 27A 514 33.0 412 215 514 3D.4 406 20.6 514 29.0 403 BO to 65.8 514 67.9 456 548 . 514 578 448 47.0 614 E0,0 440 452 328 37B 27.1 452 303 373 228 452 20.6 305 10.4 452 242 359 i&B 452 228 355 99tn 542 452 Biz 404 453 452 47.0 396 38.7 452 40,8 390 319 452 38A 384 J0,1 22.7 303 19.0 357 20.E 299 15A 357 18.0 293 13.6 a17 182 287 11.8 357 15.0 203111N 108 D 0&1 357 38.9 322 31.7 357 37-7 317 27.2 357 26.4 312 210 357 253 W8 19d 284 14.6 236 10.5 278 125. 338 14.8 273 11,0 ]38 13.6 269 J5,1 336 35,8 308 29.2 738 30.1 30125.0338 28.1 255 21.8 338 ZJ.1 &3082ZIAL357 20.8 298 17.5 289 23.7 259 19.8 288 20.5 2�8 1T.3 289 1&t 18.3 219 13.9 289 14.8 218 11.8 189 12.8 240 B.9 289 11.4 238 8.7 289 10A 132 120D 27.7 289 282 265211 TABLE 58 sumtrate 2741�crde And suc Table Ds S.Sk ConC. Rol oV RdU FWed CNU PT Wow Mdel 5N6'MC0 1/4-8S19Ca 5ft6•FJtoI 01OSted #12Steel 012Stcal AMhOr VO: 3116'B000Brsm V4•Eto UBrawn Um. 3.16•Elro uAla1r41 v4•EkoUOrdCon A99eO� U=or Screw(C3)8empS) scre•1o5) Anchor Clip Pattem0 2-v2" 3-ve• 1' 2•v? 1' 2-vr r 3-wOAV Oda• 0.32C Edge g51arce 9nY EmnednW n 1" 13Ia• z-1/r I-w 1' 15f4' 1;3'4' r 1-U4• 1-W L1l4- 1•v4' 1•Vd' 1-fld•1�B" t 8" 1RIY5 2 AM@; d.75• LBn O.C.I standard v OW CLP (FIg 1Y 390 D5- 380 �_ 450 0a. 6901Or iw ras 27o D5 200 b3 9541Dz 7a01tB 374 Ds 6841ig -. 341 De 4d21t6 885109 T20 G 112D IM 4 ArcOae @ 1.15' Y.In O.0 f 9ffi10atd (fir OIDet)Cllp g 2Y 48e Ds 700 D; N!A WA t4fA N!A 9Pa Bn N/A N'A WA 78015, I1rA 748 D9 WA6928a B80Ilm 6621os eBS Ds 11201he. --4ArctoD®3•MIR O.C./f2)2dS Art7feCllpzl �lg 3Y 7B0 Ds 7808s 680 Da 15601os iP961D9 540De 50 MS IUA WA NA -WA 10T91Is 3Arcin54]0.45' MIn.O,C• uU p,fnla,lzSA LFlg 4) NfA WA NIA WA NW WA WA ILA tT7 Ds IUA 370109 787 D9 3321m iTO Ds 221 Ins 280 Da 1 Ar%tofr F�I¢7 Olg 6} 19S Ds 191 Lb, 2la De 4d51W 8721re 135D9 1401ha WA NIA tUA WA 3a11os 4a21R1 SHIM 2 AnclDrs 491.18'MJn. O.Cl F4•Yp g 2a0 D5 350 Ds NM WA Nt4 N7A 190 D5 N7A NU fE: t-UK IKC Urraor Uur, a..n..Irv.,e_..,........ .... ... --_. FIGURE 1: FIGURE 2: F------70 FIGURE N ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE 6: _ TABLE NOTES MFNT FORMULA: (DP-) X ( ANCHOR CAP..,,"•,,,.,rl ANCHOR CAP.,, MUWON CAP.am,••� 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 CAPACrfY 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 ANWOR 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 ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063•T5 AND BEA MINIMUM OF.12T THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND -045" THICK (18 GAUGE). STRUCTURAL. STEEL TO SE 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 MAYBE STEEL, 1" S.S. OR 410 S.S. f•, `r'• gg'� d`o u N r N a Y 5 F a x a o i O 6 �� PRODUCT REVISED as eomplyln8 4h the Florida Budiding Code NOA-No. 17-0630.01 Expiration Date 05126/2021 By LYN1�r ,�.:• No.58705 �0 MST. I A. L'PNNIMIhdE'FF2, P.E. FL P.E.# 58705 MulDon Capacity Table 0bs)R7) Opening Width (for l2Nra*zparnhlq ml6lor)s) or Opening Height (far hors orts*spalrlirg mlElions) 50 in 60 in 701n 801. 901n tm W 120 m 1401, Ito in 1x4x.125 Reotanpllst Lp f'M Val-darq. Lo4dn0 Ractanpaar Lcadln0 Trap7Tdang. L."'; RecmnOWer LoadnO Tlld mprng. Lmdn9 Reomn9Nar L.."o Tmplidan9. Laadm9 Rest gula Loadng T.WTdmq. U drg ReomvSer L.-fim TMWTdwg Locdln9 RecmnpAar Loadng TrarJTdnna. LoadnO Racfanww Loadn9 Trap/Tdan9- Loading Rectan09. Lsa11n9 TwWwo. Lmdm AI13m-Tuhe MuDlon _ P am. fig'p ^ gS �a fie. 6� ih� 27 �,. '0s�• 5� ,. Ta�3 a .z e� € 8,� igg �@'§L u a.� el a a�} g yg� •nc I,. � i 'd b - A 'a .. 421n 170.0 SM 170.0 430 170.0 744 170.0 478 170.0 66B 170.0 WS 170.0 992 170.0 519 17e.0 1116 170.0 5Z1 170.0 1240 1 170.01 621 170.0 N88 170.0 521 146.8 1469 170.0 521 IVA 1489 170:0 521 481n 170.0 708 170.0 524 170.0 950 170.0 694 170.0 992 170.0 E30 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 170.0 680 130.3 1303 170.0 680 111.7 I= 170.0 690 97.7 I= 170.0 680 50.6251n 170.0 747 170.0 563 1T0.0 EN 17&0 631 170.0 1046 170.0 6B4 170.0 1185 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 768 117.1 1235 170.0 756 100.4 1735 170,0 755 87.6 1235 170.0 756 641n 170.0 787 170.0 612 170.0 SW 170.0 691 170.0 1116 170.0 7s4 164.4 Ilea 170.0 a03 1372 1159 IMO 837 123.6 1158 170.0 65a 1CZ9 1158 170.0 881 882 1158 170.0 BB1 772 118a 170.0 Sal sour 170,0 BN5 W0.0 701 166.7 1042 170.0 797 142,9 1042 161.1 832 125.1 1042 146.7 915 1112 1042. 136.8 901 100.0 1042 130.2 791 83.4 1042 125.1 M.- 71.5 1042 125.1 782 625 1042 1E5,1 782 630 170.0 930 170A 745 1512 592 1916 918 129A B92 144A T99 113.4 092 13L0 7e2 ima B92 121.4 768 90.7 992 114.8 756 7SA 902 1C8.4 745 64.0 gm 10H.0 744 wl 992 1080 1" 5 68In 165.4 947 1TOA 789 137.5 947 146,0 Ise 118.1 947 130.3 766 tm.4 847 117.7 752 313 947 t0A7 738 827 947 I= 727 68.9 947 95.1 713 59.1 947 94.0 711 513 047 64.0 111 72 to 135.g 849 142.7 737 1132 649 121.E 7II 87.0 849 1099t 849 96.4 69B 75A 849 88.7 r.C6 87.9 849 " 827 875 1i6.8 849' 76.3 659 48.5 549 72.6 662 42.6 6t9 72.4 651 761n 116.5 762 129.7 656 95.3 762 1026 GM e25 762 90.0 762 809 628 64.2 762 742 Me 57.5 702 692 613 40.1 752 62.8 602 41.3 782 619 597 20.1 762 69A 595 � 7aM 106.9 724 111.4 634 69.0 724 64.8 621 78,3 T24 82.6 724 74.4 696 69.4 726 68.1 591 63.4 72! 634 583 4/.5 724 673 573 382 M4 64.3 667 33.4 724 63.6 E65 ea in 69.6 643 71,8 4a3 68.0 643 60.7 474 49.7 543 62.9 643 47.1 458 38.6 643 42.5 452 34,8 543 315 440 29.0 643 34.9 43624.8 543 321 430 21.7 U3 30.7 42S 061n 67.3 476 56.9 427 47.8 478 49.7 419 40.9 47a 432 47e 38.5 408 31.8 478 34A 4m 2B.7 478 32.0 395 2A9 478 29.1 386 204 478 25A 380 17.9 478 24.2 3T6 1wE 403 377 41.1 341 33.5 377 34.6 335 2&e 377 =0 377 20.6 325 22.4 377 24.0 321 2A7 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 104 111h 37.1 351 37.8 323 30.0 3ST 31A 318 26.5 357 27.6 357 244 309 20.6 3S7 22.0 305 1&5 357 20.1 301 15.4 357 17.4 294 30624.5 SOB 2S1 Zid 21.0 308 21.7 306 192 297 18.3 SOB 17.3 263 144 W 17.0 212 17.2 196 Ane her Capacity Table bs Anchor CDpPatterns SOWmm Andar7YD� --- Z7KMmteto 7116'EmOldbaeen ild'EkolJUacan 35k Caro. Wm CNU I FOed CMU PT MEed I Mate) 91e' Elco UiVxon 31t6`EkoUltracon 174'Empwr4em 114' SS Eko AmmGaisr 5N8'se0 Utracan Wes". AOCreGffior mo Steel 8o3w(05) 0121t. el SCt PS) 1112 Steel 9craW (GS) EdG. Distance fmt 1' 2-117 I 1' I 2-It7 3.11v 1' 2-10 1' 2.1? 2' 3-t- r 0.48' 0.54• 0,324' EmWdmenl Mt I -Ye 1.3t4' 1 1-314° I IV4' 7 14M 1-114" 1-19' 1-IM' MW I-w 2' 1-as. I-w led. 2 Amh- 6 4.75' Min. O.C. I Standard or l7�et Clip (Fig. 182E 390 The 39D Ibs 96016a 890 ms 166410s 270 Us T80 ms 354 ms 740 Ua 3791ts 66416a 945Ibs 311 Ibs 44219 66016s q Anctron 225"Min. O.C./6mnded (ot09sap CCp(Flg. 3t 7m ms 70D Us 5801bs 141Oft 9521bs NIA 5m in WA 6301be WA 88016s WA E821bs 6851bs 11201bs 9 Ancnas ®1.1T Mob O.C. I54ndaN (aromeq Cep (FIO 4T 9w ms 1400 ms WA WA NIA WA 760 U4 WA WA WA WA WA 13631bs 1770 me 2240 Us 4ANNhom ® 3" Min, O.C.1(2) 245 MI. Cops I (Fig. 5t 780 ma 780 Us 680 ms 1560 Ca 1896 1bs 540 ms 560 ma WA 760 Us 7481bs 9901bs 1692lbs 682 Us 885IM Moms 6Ancters ® 3' MIa O.C. / (2) 2r0Anale Clips! t. 6), 11T01bs 11701bs 1020 )bs 2340 Rm 284416s 810 U9 Bag ms NIA 1140 ms 1122 ICn 132016s 2038 Us 1022lbs 13271bs 16BO ms 4 Archms 44 0A5" tdW. O.C. I 114tp, Inm .125' AWm. (Flp. 7K WA WA WA WA WA WA WA NIA WA IN WA WA WA WA WO Us" 2 AM- a 22V W. O.CJ F-0iP (Fl0. 8): 350 Us 35011a 290Ike 705 ms 470 Us WA 2800. WA 3/5 me NIA 4f0 ms WA 341 Ibs 4421be e60 ms 4Anchm 0 1.15' MW. O.CJ FCIb (F70. S): 480 bs 7o0 On WA WA I WA I WA 380 ma WA WAI WA WA WA 6821bs 88516s 1120Ibs WWCHOR CAPACITY ADJUSTMENT FORMULA: (DP®) X (ANCHOR CAP.,,o,,,,,,1 _ 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 WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE Nu 1 t: ............ ..".�..�...... ..,�.........,.... ...-... , TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 3 • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE • SHEETS 2-4 FOR GENERAL METHODS. • • 2) LINEAR INTERPOLATION LATION BETWEEN MULL A,NDIOR OPENING WIDTHS IS ALLOWABLE • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DMENSiONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: 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 TUBE SOUTHERN PINEALUMINUM SHALLLA AND AL MINIMUM ST70 BEA MUTH MGRADE 33 A .S 6 STRUCTUR-T5 THICK STEEL TO BEAT EA.125' THICK STUDS ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S. 4.000' TI .125' 1'X4°X.125' MULLION n 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 LYNN" * No.58705 :ppQ� STATE 'ONAL'a G,' A. N4N MILLE?, P.E. FL P.E.# 58705 Mullion Capacity Table (IbSKO ' Opening Width 0onertically-spanning mNSdts) or Opening Height (for hodwrdaflyspanning mL9forn) 60 In 60 in 701. $01. SDin too in I Imb 140In ISO In 1 %4 %.37b Rectangular Lwdng RWTdar0. Lcsdsg Red oui Loadn9 irep?dmrg• Iaad519 RectenBWe: LoadnO Ttaplideng. Lwdrg Reemgular Laadng liepRdan9. l,oadng Rectangular leading Treprrdarg. Loafing Rectangular +-aedn9 Tmp/Tdag.. Lmdng Rectarvier Load g 7tapRdanB- L&2&ng Rectangular Loodns TmplTrtarO• Lasting Re water Laa6ng TaNTdang Loading Alum Tube Mu81on r r r _ a r r �c m _ 5+�� C0`5 a E d r C r cy r 5 r d^ r �c r d r 5 i a r 12 r d r 2 r a 2• r _ r r 43k 170.0 620 170.0 436 170.D 744 170.0 478 170.0 888 170.0 608 170.0 992 170,0 618 170.0 iN6 170.0 521 170.0 1240 170.0 521 178P 1486 170,0 621 170.0 t738 170.0 621 170.0 1983 170.0 521 481n 170.P 708 170.0 524 170.0 050 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 6B0 1T0.0 17M 170.0 680 170A 1983 170A 680 151.8 2024 170.0 680 50.826N 170.0 747 170.0 683 170.0 686 170.0 631 170A 1046 170A 661 170.0 1195 1T0.0 723 ime 1345 170.0 747 170.0 t4S4 VILD 758 170.0 1703 170.0 750 158,0 1816 170A 7W 138.5 f91B 170.0 756 54 n 170.0 797 170.0 612 170.0 956 17MO 691 170.0 111a 170.0 75/ 170,0 1271 170.0 803 170.0 1434 170.0 837 170.0 1594 110.0 856 ISMS 1759 170.0 861 137.1 1799 170.0 881 120.0 1799 170.0 861 Sob 17C.0 885 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 8. t70.0 107 170.0 944 170.0 1594 170.0 090 155.6 1619 170.0 1033 129.6 1619 17U 1063 111.0 1619 17&0 I0=4 072 1619 170.0 100 63In 1T0.0 030 170.0 743 170.0 ilia 170.0 850 170.0 1302 170.D 040 1".0 1488 170.0 1018 186.7 1542 170.0 1076 MIA 1642 170,0 1122 117.5 f542 16&5 1158 100.7 13/2 19TA 1157 48.1 1542 1WA 1157 {, 60 In 170.0 074 17a,0 789 170.0 1169 170.0 903 170.0 1364 170.0 1D02 160.6 1472 170.0 1086 1428 1472 165.8 1148 120.5 1472 158.0 1130 107.1 1472 147.E 1109 91.8 f472 146.0 1104 80.3 1472 USA 1104 w RN 170.0 f061 170.0 .870 170.0 1275 170.0 1DD9. 150.5 1320 -166,2 11Di 132.0 1320 149.0 1082 117.3 1320 137.8 10616 105.6 I= W-6 1049 88.0 IUD 117.0 1024 7S4 1320 112.E 1013 $8.0 1320 112A 1012 J 78M 170.0 1122 170.0 937 149,E 1184 159.4 1013 123.2 1184 139.6 994 1122 1184 125.7 978 99.7 1184 115.3 964 89.0 1104 101.5 252 74A 1184 87.0 936 64.f 1164 93.1 827 56.1 iiB4 823 925 78 In ISM 1124 170.0 967jj 147.0 065 118.6 1124 128.6 S47 1018 1124 115.6 931 923 1124 105.2 918 830 1124 9&6 age 692 1124 89.0 Sao 69.3 1124 84.3 881 61.9 1124 832 078 go in 108.1 644 111.6 75004.3 736 77.2 644 82,1 724 67.6 844 73.3 712 60.1 B44 66.6 702 U.0 SO 61.4, 693 45.0 044 542 078 38.6 844 50.0 60 33.8 844 47.7 662 961n 89,1 742 91.5 W3772 652 63.8 742 07.2 641 65.7 742 69.6 631 49.6 742 54.1 622 44,6 742 49.8 614 37.1 742 43.6 600 31.6 742 38.8 690 27.8. 742 37.5 504 1081n as SSG as 63D63.8 621 44.7 SM 46.6 513 39.1 686 41.4 606 34.8 $88 37.3 498 31.3 568 342 492 23.1 yes 29.6 286 472 18.5 668 247 4E6 lit In 57d 555 6a.6 SOJ 495 195 412- 555 42.9 487 36.0 655 38.0 480 320 655 342 473 28.8 655 31.3 467 24.0 59 Z7.1 1.22,3588 204i 555 24.3 448 16.0 553 22./ 442 1201n 45.0 476 48,4 433 38.0 426 22.8 475 337 420 29.6 475 29.e 4f4 25.3 475 26.8 409 22a 475 24.6 404 19.0 473 21.1 16.3 475 187 387 14.3 475 17.2 381 1441n 26.4 no 28T 308 224 301 18.9 330 19.3 297 18.6 - 330 17.0 2B3 1 A1DLC /O -- Anchor Table bs SuOatrale: 2.7h Comfete 3.5k Crnc. Hollew emu FOed WU _ PT Wood Metal 6I1G Eko 1/a' SS Eke 5/+8' E7co 1/4' SS Eko 410 Sted g12 steel M2Stee1 Anchor Cllp Paltem6 MellotTYDe' 3778'FJca Ultrsrn 1l4'Fho Ulireoat Nbeta 3'16-Eoo umacon 1!4'Eko l0bacm AggmGaW telie= Agoreaaan Scax IG5) semar CG51 Screw(05) Edge t t m. 110 1• 2-12" 1' 2-10 3.1/6' 1' 2.12' 1' 2.12' T 3-VT 2' 0,48" 0.54' 0.324° Emb Mmem Mk 1-314' 1.3/4' I -WC I-W 2 14/4' 1-114' 1-774' 1.114" 1-114' 1-114' Y ITF iJ18' Lades 2 Anchare S 436' Mk. O.C. / Slendaid or OBaet Ctlp (Fig. 182k 390Iba wu 123 4-0 !be Ssbilb3 16441be 270 me, 2801ts 3541bs 740Ins 374 ks 664 Its 940 Its 341 IDS 44210s 5601bs 4 Atkhaa N 225' M m O.C. / Standard (or08set) dip (Mg. Sr. 700 Me 70010E 550 ks 14101bs 052 as WA. 560 ke WA 630 U. WA 680 Ds WA 6821bs 8D5Its 1120 be 8AxhomS1.IS' MhL O.C. l 5tanderd(or Meet) Cllp(R9. 4k SWIbs 1400 lb.- WA WA WA NIA 760 The WA WA 14A WA WA 138D ds 1T70[be - 2240 trs 4 AroMre®3'Min O.G /l2)2a5Angle WDa 1(Fq. Sk T80lbe 780IW 00 Ibs 1560lbs 189E [be 540ks _5601e WA 760Its 7481be 880 Rs 180IM 6022. 885lb, 11200s BArmhwae3'tdtn O.C.f12)245 Angle dipsl(FIg. BY 1/701bs 1170lbe 10201be 23791ts 28"lbs 810 ks 60lb. WA 11401fm 1122 Es 13208r ?830 Lhs f0228r5 1327 ks 1660 On 4 A.M. @ 0.46" Min. O.C. 11.1011, b1k.12P Ahm (Fig. 7k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 141016s 2 Anchors S 22S Min. O.C/ F4:IIp (Fig. ek 350Ibs - -3So - 290 RA 7051Ds 476 ks WA 290 ke WA 315 ms WA MO IM WA 341 ks 4.21ta (i60 ms 4 AnA.. S 115• Min OAJ F., (Fig. 9k 4801te Min WA WA NIA WA - 3801ba WA WA WA WA WA 68216s 6851E.s . 1t20 hs NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE S FIGURE I: FIGURE 2: FIGURE3: FIGURE 4: FIGURE B: FIGURE 9: FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. CUP. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,e„"", (DR.)X( )=ANCHOR CAP.,,, MULLION CAP.,v,,,,,,. 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. [TWILL 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 ISALLOWABLE 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 606S-T5 AND BE A MINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND.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. PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0630.01 Expiration Date 05/26/2021 4pNY LYNN� `� �'��. LICENSE • /�� : .� No.58705 iz: ••, ATE F • : (V 770 Le A. LYNiI LthW2, P.E. FL P.E.# 58705 TABLE 8A Mullion Capacity Table IbsW) Opening Width (for veNra*spandng m11©ons) orOpening Height (for hodmrdanyr-apenning mullions) W in 601. 701n BO In I 90 W 10DIn 1201n 1401n 1601. 1.26" X Rw=i;war L9Odng Tmprrftg. LOadrg RectmgWar. L-eing Tn pl7dan0• Lending Recmnauler LOadrg TeP1111mg. Losdrg Reobmado LOadng TaprtMmg. Loafing Retied du LOaEna Thsplydang. Leafing Redengulm Lcadrg TrspRdana. Mam Reetsrgidar LDedrg Tmpnya LDadng ReOf4n9W. Loafing T1ep/rdang. Leafing RectOng Wr LOadng ThIp/Hieng. Landry 3.188" X ,266'•AlumTube MuB T11111 BD 6� s 6 gg� gG s 6� s� 6 so £ �.ci .bp a� h5 69 ag6g a g s bg6 D� Bg a_ b5z' 42 in 17U 820 170.0 435 170.0 7" 170.0 478 17D.0 868 170.0170.0 992 1TO.D 519 170.0 111E 170.0 S21 170.0 1240 170.11 621 170.0 U88 170.0 521 17D.0 1735 170A 521 151A 1790 170.0 521 481n 170.0 708 170.0 524 110.0 850 170.0 584 170.0 892 170.0 170.0 1133 170.0 661 170.0 1Z/3 170.0 ST7 170.0 1417 170.0 SM 154.8 16M WILD 680 1327 IS* 170.0 SW 116.1 154a 170.0 680 50.625 in 170.0 747 1710 563 170.0 So$ 170.0 631 170.0 1046 170.0 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1465 170.0 750 139.2 Un 170.0 756 1193 1468 170.0 766 104.4 1468 170.0 758 54In 110.0 791 170.0 612 170.0 950 170.0 6M 170.0 1116 170.0170.0 1275 170.0 303 ISM 1376 170.0 837 140.8 1318 170.0 a5S M3 1378 170.0 861 104.8 1376 170.0 W1 91.7 13TS 170.0 881 Go In 170.0 885 IM.0 701 170.0 1DS3 170.0 707 15" 115E 170.0139.0, IMW.3 1158 16TA See IVA 1150 IW.8 919 1112 1153 150.0 612 S27 1158 1".a So I0.4 115a 144.6 WS 69.5 115a 144.8 905 631n 170.0 930 t70.0 745 160.1 1051 170.0 850 1372 1051 155.9 120.1 1051 1420 848 103.7 IC51 1323 837 96.1 1051 125.7 830 MI 1051 119.5 $22 65.6 1051 119.1 C21 60.0 1051 119.1 921 661n 167.1 067 170.0 780 139.3 957 151.6 NS 119.4 957 134.0 104.4 957 121.6 777 92.8 967 1128 767 816 957 106.9 759 69.6 957 100.0 750 69.7 957 S&S 748 522 057 98.9 74a m 72In 128.7 004 133.2 698 107.3 804 1162 684 01.9 8D4 101.3a0.4 eO4 91.4 660 711 804 84.1 650 FAA EN 78.8 643 63.8 804 723 633 48.0 0D4 639 629 402 804 69.8 628 -4 78 In 1DSA 722 114.4 630 012 722 072 618 7s2 T22 85.3 65.4 722 76.7 696 60,E 722 70.3 505 54.7 722 65.5 580 45.0 722 69.5 670 39.1 722 86.7 666 342 722 662 E84 18In 101.2 685 105.6 SOD e4A 686 89.6 SM 723 B55 7B.5 W.3 685 70.0 In 02 6"04.5We60.6 US 60.1 553 422 685 64.3 643 362 655 51.4 537 31A 685 W.7 a36 90 in 0.g 515 W,D 457 54.9 515 51.5M9 47.1 SIS 50.1 412 616 44.7 434 36A 511 40A 429 33,0 613 37A 422 275 515 33.1 413 235 M5 305 407 20.8 515 29.196In 54.3 453 55.8 404 45.3 453 47.1 307 38.6 433 41.0 33.9 453 38A 3B6 302 453 33.0 379 272 453 30.4 374 220 463 2S6 US 19.4 463 24.3 360 17.0 453 229 356 109 In 38.1 358 3&0 323 31.8 358 32.8 318 27.2 358 29.4 23.8 358 252 08 212 358 227 304 19.1 358 23.0 300 15.9 3S5 10.0 293 III In 35.1 138 35.8 306 293 338 30.1 301 25.1 338 MI 220 338 232 293 1&6 335 204 289 17.6 3M 19.1 285 120 W 27.8 290 283 264 232 200 23.8 260 19.9 290 Zee 258 17A 200 192 253 16.4 290 10.4 249 I. 16.1 201 15.3 1ae TABLE 8B AnchorCepacity Tablefibs) _ SUDSVaIa 27k Oomsde ask COY. "ci'aa-CMU -FBISil CMU PTWOOD Mom AnehorClip Pattams Aruhm Type 3n6'FJcoMmen V4•EkOUltracan 5/7S Bc0 Unman TIO-EICOU01xo1 V4'FJcoUC2to0 V4'SS Euo A99r0Mr 516'Bc0 Ulydcm U4'SS Eho AggreWar NiO31e' Scn3y(6}5[rev 4n2Sted (G6) N15 Saw es P) EOgeu9tarce Onk 1• 2-V2 I. 2-Va' 3-1l8• I. 2•v2 I. 2-712" 2• 3.118' Y 0.48' 0.54• 0.3W EBIDednent n 13/4• iYr 1SW 13r4• Y 1.114' 1-14" 1-174• 1-14' 4/4- 1-14• Y 1-32' I-w V26-s 2AnChM 0475'bun O.C./ Stalds0 a OIhZI IMP 0% U 390IDS 390 tbS 4501b9 890M5 1644105 270 m5 210Ibs 354W 74011s $741DS 5&W 94601I 341 MS 442165 5so IDS 4 Archv9 44 1.15" min. O.0 / sbnd3m (or aw mp n. Zp 46D gK 7N IDS WA WA NW WA 301 Rs WA WA N/A WA WA S82IM BaS lbs 1121 N 4Anc OM @ 3' MIA. O.C.1 (2) Zt5Ar91e CIIP5 / (FIq. 4 733IDS 7601DS 650 Bat 15EO Its 1®6 D19 Bd0ID9 69] Xe N/A 7601b3 748 D O IBM20s6621OB BaSits /1210v Q0.45'MIn O.C./ U CIO. InIo.12SAMm(R947 N/A WA WA WANIANIA WA NIA WA $b3W NIWA WA N/A WA id30 Iffi1 Arcnx/ FLQ1P 019 5k 195 Ds 1BS to I1.4451tm • 8221D5 =05 140I n 177 BIs 3700k10721D44731bs 170 IDSn41nn 1.16" MIR O.C!F-Cdy7 g 6Y 7A0 ®s 3:0.16 NIA WA WA N/A 79] IDS NIA WA NIWA N7A 311819 442 0e 6601ba NOTE. FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT .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 PRODUCT REVISED as complying with the Florida Building Code Now -No. 17-0630.01 Expiration Date 05/26/2021 By Mlaml-Da roduct Control t co FIGURE 1: ® FIGURE 2: e no e 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 \71111 I 1 1117 /I FIGURE 3: ANGLE T 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.188' SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ` C1�,.• L-ICENSF • ;�(( i� ;� Q•: • '. tt\ - •k No. 58705 •� 0 ® ® BCUP E USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. :' IN PAIRS. .265, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND •. ' GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM C•90. WOOD SHALL r 17� :. � ��.(\ FIGURE 4: FIGURE 6: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE '� 6 ••, ATE FFF (4ey �i�C�s'•F40RIDP•, 6053-T5 AND BEA MINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.I2S THICK AND A36. ALL 125' X 3.188' X 2&5' MULLION •'' �_� �� S/O • --' �CjG NAL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-1/4' VF MULLION) // IIIIIIIII0, • #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 B.S. OR 410 S.S. A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 9A Mullion Capacity Table (01s1ft • Opening Wldth (farveAeally-Bpanrdrg mW00113) Or Opening He ht(for hortzontafly6panning mailiora) 501n 6DN 701', so In RacWOaWr 7mpfide�. peetamuhr Troprldarq. Realangdar TmpTdmp. ReelarrSdar Tmp/nlaig, aPIU BO in ICON 120N Main 180N Realanadar Tmp'Tdaaa. Realangelar ToprTdeny ROUan9Nar Tmpriflan0. Rootei9uler Tmprilran9. Reciaradar TnvrTdam Lead6:g Iaedln0 Loedaa Laed1.9 L-Ura 1.26 s3.26 Lo.wlaftg LpBdn9 Ltional Loa Loadnp Loadap Loadln0 L4ad9p Loadn2 Lne&n0 Loadln0 Iaamw x.100 Alum. TubeThh �' 'm ^Mullion S II I 1 421. 170.0 623 170.0 435 170.0 744 170.0 478 170.0 868 170.0 608 170.0 092 170.0 519 170.9 1116 17D.0 fi21 163.3 1118 170.D 121 127.7 'Ile 110.0 621 100.5 1118 170.0 621 BSB 1118 170.0 62f 48 in 170.0E17 524 1T0.0 B50 170.0 604 167.6 970 1T0.0 630 14fl7 87B 170.0 eel 130.4 078 t70.0 677 117.3 078 170D 8B0 87.8 9TB 170.0 we &3,8 B78 170.0 080 73.3 078 170.0 1563 680 896 50.025 In 170,0 583 170.0 89B 170,0 831 160.7 927 U0.0 834 13LB 927 IS&S 708 117.2 S27 159.1 699 fa5.5 827 151.3 698 179 927 16&3 BS5 75.4 92T 069 1683 128.8 E95 852 &5.B 57.9 927 E69 1288 652 64N f70A 812 164.b 889 170.0 681 132.5 BBB 16&e 863 ti&8 BS9 141.8 669 103.0 969 134.0 660 827 881 121-8 88.8 E54 6B7 77.3 60.7 6WO 748 12&B 93.3 S52 667 662 511 748 93.7 6B3 d4,8 TIB 83J 683 601n 1d3Z 834 1f9A 7d6 192? 020 f02.3 768 8T7 117,8 100.4 808 S55 88.6 77.3 748 8T7 107.E 81.4 589 fi4B 79.8' 68.7 748 6R 101.0 85,2 592 899 71.8 61.9 746 877 61A 63d 8L6 BTi 71.0 829 44.2 BR 76.7 619 38.7 671 78.7 629 63N C 127.7 579 103,1 B&1 877 Biz 1112 BT.6 668 619 8&4 70.8 fill B&3 B09 61.3 817 78.3 600 599 61T 728 494 638 617 88.7 d80 14.8 017 8/.4 487 38.4 017 83.7 482 9&e 6/7 63.7 482 68N C72In 107.8 82,0 51B 87.1 630 450 Bat 618 74.2 440 59.2 516 85.2 432 SIX 516 6B.8 425 46.1 5IS 64.2 419 41.4 610 60.7 41{ 94.5 518 4&B 408 29.6 618 45.0 4a5 25.9 516 4&0 405 6 78 in 70d 485 70.7 406 5&7 466 B2.0 398 60.9 485 94.9 '380 Ill 169 IBA 394 39Z 465: 15.3 97B 3S2 465 422 38.7 774 335 29A 271 CBS d11 9&9 94.8 387 34B 23,2 27.3 165 441 38.5 37.1 264 3/6 220 20.4 /85rj2-1 441 783 34500N 78N 652 d41 0&0 907 50.9 441 61.7 979 48.8 441 - 332 860 723 3T2 2B4 40.8 26.6 141 332 46A 28.8 98B 260 38.2 23.8 441 332 41.6 28.1 260 276 328 21.2 /41 332 24./ 272 17.7 332 21.3 266 16Z 392 19.8 282 13.3 972 280 98 h 42.1 35.0 732 291 .43,8 35.8 2B5_ 280 36,d 28A 392 291 37.0 30.3 289 258 30.3 25.0 20% 2&4 262 21.9 291 23,5 241 18.1 291 21.9 244 17.6 291 10.5 241 tl6 291 17.1 236 12.5 291 15.6 T32 100N 24.8 230 255.1 202 20.5 230 21.1 205 17.3 230 1fl3 2D1 15.4 230 16.2 i9B 111 N 27.a 21B 20.1 107 ifl9 21a 19A 194 16.2 218 1" 191 14.1 218 14.9 1BB 12o 1, 17.9 187 18.2 170 14.8 187 15.9 197 TABLE 9B Anchor 80strate: 27k Canarele Ca aclry Table bs} 3.6k Cmc. WE-C1du Mail CMU PTV✓00a Maid AnolmrT7pe: 3116•Elco Ullm= 1/S"Eke Ulbmcn 5Ii6" E1ao UlOaoan 3/18" El. 1811aaon 1/4"Fin Utmeon 774' 99 Elea A90mCetor S/tE Etno Ubeaan 114" SS Eke AOSreGalar tl10 Steal Sem1 (GS) 012 Steel 6a1av!(US) 51251eal Sarea,(G5) Anchor COP Patterns P 2.1JY i' 2-112' 3.18' 1' 2-g1` 1' 2-ire Y 3-VB' 7 0.48' 0.54' 0.324' Edge DNlame On): Em6edmenl Ong 1.91P 1.3r4' 1.9/4' 1.314' Y 1d/4• 1-114• 1-114 1.114" 1.11r 1-f74` 2• 1318' I- 1eaa9 2 ArmOam ®4.75' Min. O.G is mndora ar O80e1 alp (Fig. 17 3901ba 380 W 450 M9 090 @a 1614 @a 270 @s 2EO Iba 3541aa . 740 Iae 374 Ibe Men, 9/6 ias 341 @a 68216.1 4421t* ¢B51aa 560 Ma 1720 Ma. 4 Anchomgl.fY MeI O.C.l StanGud (orOMeQ GIp (Fl0. 2r480Iba 700@e WA WA N/A WA 9E0 Mo WA WA WA T60Ibe NIA 74S Ibs WA S80 Ms NIA 1892 @9 _ 6B207s 8&5Ih9 1120 Ms 4 Armhom 4y 3" M r. O,G.I (21 a15 An01e dips l (R0. 3T 780 @a 7S01h4 680 Ma 1`fi5 @s 1838 @a - 64o @e 560 Me NIA WA WA NIA N/A 050lba 3Amhms ® 0.54- Mn 0.G I (1C0p, latO.iDE ANm. (FIo• IX AWM.-QIP WA WA WA 225 Me WA 446 [b WA 922 @a WA 135 Ma WA 140 Ma WA 1T7 Ma NIA 3101de 187IW 332 @a 4TJ Ma 770 @s 221169 Z60104 1 Anai0a (FIO. Sj 2An4hae 1.1E Mia G.GI F431 (FI9. n 185 Ms -240 Ma 19516e 3501ba - WA NIA WA WA 1B0 It WA WA WA WA WA 311 @a M21b9 Se01hs FIGURE 1: FIGURE 3: FIGURE4: ' FIGURES: e O FIGURE 2: FIGURE B: • ANGLE CLIP 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 ANDICROPENING 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 AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063-175AND BEA MINIMUM OF.100"THICK. STEEL STUDS TO BE AMINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 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. OR 410 S.S. vl rumen- .ANCHORCAP.- USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN 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 3.250" .100" 125"X 325'X.100' MULLION FOR FIELD -MULLED UNITS 1-1.250"-1 - 3,260" .100• 1.25' X 325` X,100' MULLION FOR FACTORY NULLED UNITS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05t26f2021 1{It11711 QNY-.YNN 111,, * No.5B7G5 'AO SATE F� '�i '•"ZORIDIl •\2� A. LYN ftL , P.E. FL P.E.# 66705 rno�r= ry Mullion Capacity Table b■Rt7) Opening Width (forverUcally-span img mLUiore) crOpening Height ((orhodzoICa*Spannh9 md9ons) 50 In EO In 7010 80 In I 90 h1 . too in 110 M 140In 1601. 125%326 Redangulu Loading Ttap/rdmg. Loadlag Ractangulm Lading Trrp/Olsng. Loading R4etengutar Loading T.p/rdang. Loading RocteMuur Loading Tnprrdang. LoadnB RenUNd.r Luft TrapRdang. lon6n9 Racmngular Lcadhg Tmprrriang. Loadng Radanguur laeGmg Tmp?dong. Loading Racbngubr Loadh,g T.pfTb I. Loa&ng Raclanguin Loa6fng TrapRrlang. Ldading %.82d Alum. TubO MUBIon n �•u. oa a u &'@ u: a ci >�. rtE ri Cg u' o v w S as�a /d ,.. ft� o E a o '� w g4 Q •E a7 'm �+ ^o 6� '• 9 .. 'H G 3a of �a o � m g uv a '� 1i o0 �a '9 o :11 m u �a 5 y$ f� '3 ,.. ue �a a ., M •$� o & o" 42 in 170.0 820 170.0 435 170.0 744 110.0 478 170.0 169 170.0 506 170.0 992 170.0 5IS 1T0.0 1116 170.0 621 170.0 1240 170.0 521 110.0 14M 170.0 521 170.0 1736 170.0 621 170.0 1983 170.0 521 dB In INA T09 170.0 SM 110.0 050 170.0 584 170.0 $92 170.0 tl0 170.0 1133 170.0 661 170.0 1215 170.0 677 170.0 M17 170.0 SEC 170.0 1700 170.0 ISO i69.7 1979 170.0 ISO 148.6 1911 111.1 ISO Ems in 170.0 747 170.0 S53 170.0 896 170.0 631 170.0 IC46 t70.0 6U4 170.0 11ss 170.0 729 1TO.0 1346 170.0 747 170.0 1494 170.0 lES 170.0 1793 170.0 766 152.E 1877 Imo 756 133.5 187/ 170.0 756 641. 170.0 791 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 B31[71.4 IS94 170.0 IS 156A VIC 17&0 111 134.1 1769 170.0 661 117.3 1753 170.0 Bat 601n 170.0 BBfi 170.0 701 ]70.0 1063 770.0 797 1T0.0 12d0 1T0.0 878 17a.0 t417 170.0 544 16L1 1111 170.0 926 1511 17a.0 1033 120.0 1511 170.0 1063 103,E 1511 170.0 1063 50.6 15t1 110.0 1063 63 in 170.0 930 170.0 746 1T0.0 1116 170.0 SSO 170.0 1302 170.0 240 15&6 1370 170.0 1016 092 1370 170.0 1076 1370 154.0 1032 104.4 1370 165.9 1072 83.5 7370 165.3 1070 78.3 1310 IES.3 1070 ..rr ry 661n 170.0 97d 110.0 T69 1.0 1169 1I0.0 903 "1. 12dB 170.0 1002 1362 124E 168.E 101] 121.1 12d8 147.1 1000 12aB 139.0 9SO SO.B 12dB 130.4 979 R8 t21I 129.0 976 So 1248 119.0 076 m 72In 187.8 1049 170.0 S78 139.9 1049 150.2 092 119.9M37.1 2.1 B)6 104.9 ,.I 119.1 060 932 1019 1017 848 1049 1027 BBB 69.9 1019 44.3 826 69.9 1419 812 820 I. 1009 91.1 B20 0 761n 14Z1 941 149.1 B22 IUI.9 941 128.8 806 101.912 791 89.1 941 100.0 177 79.3 941 91.7 766 941 85.9 767 11.1 941 7/.6 744 51.0 941 74.0 137 44.0 941 73.3 736 781n 1]2a B94 13T.B 783 110A B94 1109 767 94.32.4 753 82.5 894 91.9 740 73.3 994 84.1 73D SM 7B.3 721 55.0 a94 70.7 707 47.1 H4 87.0 701 4L9 B3i 80.1 690 60In 859 Elf 88.7 598 71.6 871 71.8 SB5 6fA.3 676 63.7 6T1 6fl2 668 47.7 671 629 558 671 4D8 551 35.8 671 43,1 629 7o.7 871 39.7 531 26.9 671 37.9 626 98In 70.0 690 12.8 627 59.0 690 61A 618 50.6.4 E09 44.3 599 41.6 602 39.3 690 438 434 35.4 690 311.6 496 29.6 680 34.7 471 25.9 690 31.6 469 72.1 690 29.8 454 lot 4A.7 466 60.8 421 41A 466 428 414 755.1 400 31.1 465 32.9 4U2 27.6 d66 29.7 396 24.9 466 27.1 391 20.7 46S 23.6 382 17.8 466 2t2 776 15.5 466 19.6 3N 1111n 45.8 441 46.7 400 312 441 31.3 397 12.1.1 367 20.6 441 30.2 362 76.4 441 272 376 2Z9 441 249 372 19.1 441 21.5 363 16A 441 10.3 756 14.3 d41 17.0 351 120In 36.3 378 36.3 344 3112 370 31.0 339 26.9.6 334 22.7 378 23.7 329 20.1 NO 21.3195 321 15.1MA 1n 21.0 26 221.2 7A2 175 262 17.8 2M 16A.3 230 no�� iuo MchorCapeelry Table 06a) SUtsDala 27X COMMts _P3,5k0o= Nolotw cmu -FOIeo GAU PTWood MHa Anchor Cllp PattOmB Anchor 7l'Pe 3'16'Bco Utracm L4'FYOUlIracOn •EkOUllmcm %wss Bco � 51t6'Dco UO2em vb'89 Eico Aggf9Oator 01a Slaw SCRN(G5) #1291�1 scrw(3:) 012stod Strew(c75) Edge Ustame 6n' 1- 2-172' 1• 2-112' i'2-tM 1' 2-1/Z 2' 3.17e' 2' OAV Q54' 0.324"Emtedned n' 131d" 73I4' 1a14" tal4'1-1/4'1-1/4- 14/4' 1.1I4" 1-114' 2 I--' "S' VzFim 2 AnelOm (e4 4.75' Nla O.C. f StanOtm ofO0se1 CUD (11B 7X 330 msS90 OB 90 ms 280 m 954 m3 7401m S/4 ms 6b1 me B760s 341IDs 4d2 m 560 Os dArcnas (� 1.15' Mln O.0 f Sta163N (ar Olbel) CSD (R& 2X 189 m3 700 m NIA 380 WA WA ItM IUWA 682165 895 msEli4Amhom@TMm. O.C. I T2) 2s6Angle Cllp9 l ffig_ sX 7BO mS 780m 5409ts 560 Us NIA 760Im 74810s Joe 1892 m3 682ms 885 Re 1120103 3Aneh•%a ® 0.54' Mp. O.C. / UClip, IMO JOT NUM (Fla 4X NIA WA MNIAWA N/A WA NIA IUA NIA WA WA WA WA g5ol s 1 Anetpr/ FCIID (Fig 5X iB5 ms 195 m s 135 GS 140 93s 177 Ibs 37OIte 1B7 ms 392109 473 fJb 170ro9 2Z7 Its 280 m9 2Anctmm ®1.1e MIA O.C! FCUp Pg. 8): 24D ms 350 End NIA N/A Ina me WA WA NIA WA WA 941 ms 4421os 8601m FIGURE 1: FIGURE a FIGURE 3: a. s FIGURE4: FIGURE 5: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. ,2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. USED IN 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL FIGURE 8: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALU14INUM 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" 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. =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 ANCHORCAPACTTYTABLE 125' X 3.25X.624• 1.25"X 3.2V X.624" MULLION FOR MULLION FOR FIELD -MULLED UNITS FACTORY -MULLED UNfT9 PRODUCT REVISED as compsyln with the Florida Buliding Code NOA-No. 17-0630.01 Expiration Date QSl2612021 00EtisF!4� * : No. 58705 O 1jON/A�7L Ij t��``�� A. LYNN t ILLER, P.E. FL P.E.# 56705 TABLE 11A .61ullion CapeUty Table (IhsrTt') Opening Width (for vertlra6yspailyd mitflols) orOpening Height(3rhorizortegyspenft md0ors) 100 N 120 in S0 U 60 in TO in a0 in 90 in 140 h 160 in RettmsWar Trap/rdang. RaolangWar Tnapfrdang- Rortangul. Tnpffda+g. Ra'UWg Traplyd.9. Rectangid., TrapJfrb Raw n1ar Trapf7nang. Retfangu4 Lcadmg Trrdrdarg Loading Rettangufer Laad'ug T.prindang. Loafing Reelangrda Loaamg Tnplfftg. 1aa10g 1261r294 Loading Landing landing Uading Owns Loading Loafing Loadng Loading La.D Laadbe Laading 1L.624 Allmt. Tube a.6 o� vg ILg ., ., �' .. �8 .. g aP2 $ B2 a� a sg, Nul6on 8 tj mo U Vv� U U� a U U� U 6� �a B e` U 2g. Vog a Ua o IS U,�` Ve .. 2�v Ua U F�o Vg U �p ve C1 3 o Uvp rG2C VSSS Uv U 6G U g6? 2d. za p �� f€ �� € �d �� .A Q� �g 170.0 74d 170A 4T8 170.0 868 170.D 506 1T0.0 992 170.0 519 170.0 1116 170.0 521 1T0.0 1T40 110.0 521 1T0.0 MEa 170.0 521 1T0.0 1T35 tt0A 521 1T0.0 1987 170A 621 121n 1T0.0 6s0 170.0 436 t70.0 17OA 504 170.0 992 170.0 670 170.0 1133 170.0 661 170.0 1275 170.0 6T7 170.0 1417 170.0 620 170.0 1700 170.0 S0 170.0 1983 170.0 6a0 770.0 226T 170.0 680 40In 170.a 708 170A 624 6b3 II0.0 050 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170A 713 1T9.0. 1345 IT0.0 T47 170.0 1494 170.0 ISE 170A 1793 170.0 756 170.0 2092 fTO-3 766 170,0 2331 i70.D 756 5a6251n lag 747 170.0 612 1709 958 170.0 691 170.0 1119 170.0 764 170.0 1275 170.0 803 1T0.0 1434 170.0 837 170.0 169/ 170.0 656 1T0.0 7913 R0.0 B61 t70.0 2T31 iTO.D fi81 160.2 240J 170.0 Bfi1 641n 170.0 707 170A TO1 170.0 1063 170.0 TOT 170.0 1240 170.0 878 170.0 1d1) f70.0 944 170.0 I59a 170.0 29fi 170.0 1771 1T0.0 1033 170.0 2125 17"0 1063 148.3 2163 17a.0 1093 72a8 21b3 1T0.0 f063 885 VOL 1616 no.D 16/3 1T0.0 •1078 1T0.0 1859 110-0 1122 1569 2060 170.0 1169 t30.5 20s0 170.0 1171 117.7 2060 170.0 1171 930 170A 745 170.0 1716 1T0.0 85D 170.0 1]02 170.0 9d6 170A id60 1T0.0 m 170.0 1169 170A 903 170.0 1394 1T0.0 1002 1T0.0 1550 1T0.9 1086 170A 1753 170.0 1I55 170.0 148 17U 1210 143.0 1986 IMO 1276 122.6 1956 170.0 1289 107.2 1965 170.0 INS d R13 r17. 974 170.0 T89 1T0.0 f48H 170.0 1126 170.0 1700 1T0.0 1228 ISS.1 1T34 170A 1315 178.7 173d 16a8 173d 155.9 136/ 99.1 1734 160.4 1362 86.7 1T34 1502 1352 J 1063 170.0 878 170.0 1276 1T0.o 1009 7000 1685 1556 A0.0 7N9 14TA 1556 13L1 1666 75L5 1266 Ills 1556 147.3 1536 1TB.9 1229 842 L56 11.. 1219 P7 16E6 1212 1216 0 1122 170.0 937 17a.0 170.0 13d6 170.0 170.0 1116 t66g id7T 169.3 1245 176A 1477 1212 14T7 139.1 120fi 109.1 HP 1295 U71 1169 1169 719 tdTl 1109 1169 682 tdTi 1093 1164 1167 170.0 96/ 1981 1110 +02 Tag 1110 97.5 922 7L0 1110 80.T 11 f0 T1.9 fi91 50.7 1110 65.8. 876 4dA 1110 627 870 n 1110 1d65 986 11a4 1110 123.9 968 101.6 1170 f079 951 8aa 41.5 975 52] TIfi 365 975 49.3 T67 solo 117.0 9IS 120.3 8T2 9T.5 STb 1015 856 83.6 975 8a3 842 732 976 66.0 075 712 817 6a5 975 65A 11114,6 8 975 57A 789 771 TO] 685 5a.7 711 613 674 51.4 771 45.7 TT1 4a0 655 41.1 7T1 44A 771 3" B32 29A 771 35.0621 25.7 T71 32A 812 1081n 822 771 84.0 695 63.5 663 640 47.3 720 49.S 631 621 730 4a0 622 37.9 730 41.1 79a 3a6 Sao 27.0 73D 313 689 23.7 730 29.5 531 171 in 7a7 730 773 66/ 611 0 65.0 BW S4,1 730 39.3 637 30.0 VA 322 0 624 27.7 919 21A 624 24.6 509 MI 62d 22.5 Sol 12Din599fill /9.9 28612560 42.8 624 4d3 652 9T6 fiT4 39.2 odd 313 624 VA 11 347 d33 35.1400 29.9 133 29A US 24.8 A33 25d 390 21.7 433 22A 385 193 433 20.0 381 17.3 433 1a2 TABLE 11B AnehorCapedty Table (iba) 2.7k Cori 15k CmL 11.a Cuu F3mcm.0 Prw od met7J _SSE. 3'16'EIce UOlam 1/P Elco Uttemn 576' EItD UWacon 8'1G Eco tlgrsm vd•EtoU3rdmn tlA' SS Ek ApgeGaor sm. Ex. uDacol 1f4' Ag2reGarr M10 31ee scten (W)9cr&541. N12 Sled N2 Stmf spar (G5) A =E49-e 2-t/2' t" 2•v2' 3-7l0' Y 2-VZ 1' 2.1/T 2', &1A4'0.b9' 0.64". 0.ffi4' 7• 15Id' 131C 1-314• I3W' 7 1-V4' 1-U4' 1-1/4' 1-1I.T 1.114' 1-tld' 2' 1.3'8 13r8' Vtdes 2 Arleroe ®415' MIn QC.I SivdaO M Whet Clip (Fla. 1) 3911Ds. 3g01m 45D ID4 agO DsFNIA 901D9 2601Ds� - 3541Ds 7401m 3741D5 664 Ds 946lre 911 IDS 4d210a _ fad an IM 4 ArcDa9®1.15"Min O.C.I9taW9r0 (a O[heI)COP.lR92y 4601Ds 700 Ds NIA WA NIA 3801D5MIUAWA WA WA WA- E82Ws 8ai tte 845 gn 1120Its4Arotors 11201tSnas 4a]3"MIA O.Cf(Zj 2a5Ar91eCtps/ff1g. 3) 780 D5 TOO 1ls. EBO Ian 135l Ds 7d8IDs 080IIeD56821Ds N/AWA 126711s1Arcror/ ® O-u- min. O.C.I U-Cfip, Od0.taW ANm M d) WA WA NfA WA NIA WA 1401tB NIA 787 6S WA 3920a NIA 473 Ba 170 D9 221 fas 2b0 Us FLfip(flg. eY 195 D9 1g51D9 ??S ID.s 41S Ian 735Im N/A WA WA 9411Ds 4d2 D5 5501tg 2Mtror9 ®1.157AA O.OJFL7p (Fig. 6$ 210 D9 -3So les NIA WA NIA _ WA 197164 FIGURE 1: FIGURE 3: • • FIGURE 4: FIGURES: - s FIGURE 2: • • • • ANGLE CLIP MUST • • BE USED IN PAIRS. FIGURE 6: • TABLE NOTES: (D )X (_ANCHOR CAP..,„„p,` _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 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 26 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 AC1301 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 SEA 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 MAYBE STEEL, 18.8 SS. OR 410 S.S. 125" X 3.94" X.624' MULLION ul cn ., CB ul ~ In CO C N J y y7 0 PRODUCT REVISED as complylnH with the Florida Building Code NOA-No. 17-0630A7 Expiration Date 05126/2021 i �'�:'LICENSF'•.4� * : No.58705 �PO rAtTE4;� IZONAL �. klmril Noe P.E. FL P.E.# 58705 ' Mullion Capacity Table Wf Opening Width (for wrtioe0y-spanrlrg mullions) or Opening Height (for horl2orla0y zinrirg m1Lllons) 50 N 60 N 701n a0 N BON 1 W N 120 In 1401n 16010 2X4% Rea0l end Lmd8 m Laad.g ladp Rca¢ Lad9 tod vmadaOa Lomd LrA TTdr* LdN9 RnNl ah Trep7an¢ LtTa oadLdq Reetan2 TarTnan& RaisNlM ld TOaa 9• lad Alum. Tube Mullion F 2 B _a :� € S `u.. & &8� 5� ., S tip 3fi� ., B� 8e r 8� a ,. R 3 'ga Lt th3� p Sa s 8 L• "�� cR d 3 .c ,. Se •?�' 5 a fia 4.2 r9 21 8a Au S 3� p 8 d 42In 170,0 620 170.0 435 170.0 7" 1T0.0 470 170.0 868 1 170.01 We 170.0 W2 170.0 519 170.0 1116 f70,0 521 17D.0 1240 IM-0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 46N 170.0 70a 170.0 524 170,0 Me 170,0 584 170,0 992 1 170D 1 630 17MO 1133 170,0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 110.0 1700 170.0 NO 170.0 IBM 170,0 Sao 170.0 2267 17D.0 680 '-09251n 170.01 747 170.0 563 170.0 8% 170.0 531 170.0 1048 1170-01 684 170.0 1195 170.0 723 170.0 1346 170.0' 747 170.0 1494 170.0 758 170.0 1793 170.0 758 170.0 2092 17D.0 756 170.0 2391 170.0 758 64N 170.0 797 170.0 612 170.0 956 170.0 601 170.0 1116 1 170.0 7S4 170.0 1276 170.0 803 170o 1424 170.0 837 170.0 1594 170.0 856 170.0 1913 IT6.0 831 17C.0 2231 170.0 861 170.0 2650 Me '881 Boni 170.0 WS 170.0 701 170.E 1063 170.0 797 170.0 1240 170.0 87B 170.0 1417 170.0 a4/ 1T0.0 1554 170.0 696 170,0 1771 17QO IC33 170.0 2125 V0.9 1063 170.0 2479 170.0 1063 Ira8 2680 MG 1063 631n 170.0 930 170.0 745 W0.0 1116 170.0 050 170.0 1302 110.0 NO 17D.0 1488 170.0 W15 170.0 1673 170.0 ION 170.0 1H59 170.0 1122 17MO 2231 170.01 11CA 166.7 25M 170.0 1171 145.9 2553 170.0 1171 5 NIn 170.0 974 170.0 789 170,0 1169 170.0 903 170.0 1304 JMD f002 170.0 1538 170.0 1066 17D.0 1753 170.0 1165 170.0 194a 170.0 1210 170.0 2338 170.0 12T8 1519 2437 170.0 1286 13ZO 2437 170.0 1286 C 72In 170.0 tOW 170.0 678 f70.0 1275 170.0 1009 170.0 1468 170.0 1126 170.0 1700 170.0 1220 170.0 1913 170.0 131S 170.0 2125 Ina 1387 145.6 2164 170.0 14M 124.8 2184 170.0 1528 1092 2184 170.0 1530 76In 170.0 1122 170.0 937 170.0 1348 1T0.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 I= 165.1 i9i0 f70.0 1421 148.6 1960 170.0 1505 IM.5 1460 181.6 1548 106.1 1960 154.0 IMS 929 19M 152.7 1631 S 701n 170.0 1161 170.0 967 170.0 1JB1 170.0 1715 170.0 1811 170.0 1250 170.0 1842 /70.0 1368� 1527 1861 170.0 1474 107.4 1861 f031 1500 114.E 1681 147.3 1473 9H2 1881 139.5 1459 85.9 1881 137.8 1454 Bolo 170.0 INS 170.0 1144 149.1 1398 15d0 1219 127.9 1300 136.0 1198 111.8 139E 121,3 1179 99.4 I=M4'1..7 9.5 1398 101.6 1147 74.5 1308 69.8 1122 639 1398 B27 1105 SU 13" 789 lose MIN 147.4 I= 151.5 1098 17ZS 1229 127.0 1079 1052 1229 1112 1061 B21 1229 Me f044 61.9 12293.7 1229 82A 1016 61.4 1220 722 993 527 7II8 B6.B on 46.1 1229 62.1 D37 108 N 103.5 B71 105.0 877 $6.3 971 09.0 682 7C0 971 77.2 049 64.7 071 68.4 837 67.5 0711.8 971 555 816 43.1 D71 49.0 796 37.0 971 44.0 782 324 871 40.8 771 111 N A9.4 8f9 97.3 832 79.5 B19 81.8 819 68.1 819 70.8 606 59. 910 628 7B4 AA 81H7.7 919 519 774 J9.7 B19 44.8 7S8 34.1 BIB 40.2 742 29.8 919 37.1 732 120N 765 786 70.8 718 1145 705 53.8 786 1&11 693 47.2 786 49.4 6B878937.7 78a 40.5 668 715 788 M9 t53 ZID 786 91.0 041 238 708 26A 631 144In 43,7 548 M2 504 .4 545 37D 48H 31.2 fide 31.8 491 27.3 548 20.2 485 24.3 fide21.8 546 129 474 M2 50 18.6 164 16.6 60 172 455 13.7 fide 155 448 TABLE 40M AnchorCapatSly Tabla Obs) SUMhat 27t COKRta 351; CaK HcBow QUU FIDedC1411 _SWoaa_-Metd- Y76'Peo UNKon V4'P000Vacon 9 E1�0 Uyr4:on 3nF Ele5l8trsorf t/d'Pco UF.raco0 v4.88 IXo Ag�eGaor S16'IXo 116'CA 114'SS Eta A99MGatu xtO Sled S42w(W) 0125tEtl ecrtv(G5) C726trQ1 Svav (GS) __ AnehorCllp Fetlem0 pnMOr Type EO¢e 6stdKe(It9: 5' 2.1/7 1' 1 2.10 3-181' v 2-t12' V 2-n2' 2- 1 3.1/8' 2 0.48- 0.511• 0.32f Fnteonmtft W/4' 104- 1814' 1'v4' Y 1-94" I-ibr 1-1/4" 1-V4' 14/4' I -Ile 2' 1-318- 1S16' 12065 2AmhoM 9475'Min O.Q/ SICICIM OfMmt Cop (Fig 1&27 390 IDs 0T. 45DW 8001D9 IMIDs 270M 280Ite 3542. 74olt5 3741Da 665 It. GAS ItS 3410s 442HE 9601Ds 4 Archon 92.W Mtn O.Q / Statlasrd (or=t O Cop (R¢ 4 740 Poe 740 Ibe 630154 14W Ira 1421 Ibs WA 5B0 ffi NIA 695IN N/A am M1 WA 6621fe gas an 1120 ffi 6 AMh0391.71- MILL QQ I St2AMM I.ome* UP(RH. 468, a" 093s 7581DS 1=Be NIA NIA 705ffi NIA 79910s NIA IVA IVA U221n1 13271ts 1630 its 4AKWn®S'Min , O.C.f (112ca AnDleGlyl(Yl¢5p 7001D ffi 6[OIW 155U IDS I 7E96 ms Oil 660b NIA 7601E 7481bs 880ft. 18ffi Ns 682 Ws 885Ito 11201Ds 6AK105®3'MN. 0.0.1p12c5ArgtsCllps/ ¢6k 1170Es 117DOs 10201bs 2340 Be 26441Ds III 8401M NIA 1140 B's 1122a5 13II on 2aMOn 1022Its t3Z7Ms 16801hs 3 AMMIS ®1.34' 141n. O.Q / ULcp, Nta .12Y Aann 0:4 77 NIA WA NIA WA NIA NIA WA WA WA NIA WA WA WA WA ID73 6AK00e®0.64°MN. O.C./ U440. IM0,12 ,11.1 .(Fla. ar NIA WA NIA IRA NIA N/A WA NIA WA NIA WA WA WA WA 21 ms 2 Anch0ls ®268° NJO O.CJF406p (R¢ % 370 N9 37o ffi MIDI 7431tn 712 ffi NIA 28010s NIA 3481ta WA 4401Ds WA 341 ms 442 ffi 1301tb 3Amnn @ 1.71- MUL O,CJ F-0Ip .10F 449ID9 525 ffi 5791Ds 8781� NIA NIA 3511� N/A 9BOlI NIA WA WA 5111D9 fed lte 840 ffi NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALVES ARE USED W THE EXAMPLE ON SHEET 24. ANCHOR CAPACITY USE THIS FORMULA TO OBTAIN THE •ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THEMULLIO) CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE, of C, a m PRODUCT REVISED as uomplylog with the Florida Building Code NOA-No. 17-0630.01 Expiratlon Date 05/26i2021 By w �d Produet Control FIGURE I: FIGURE 2: FIGURE 3t FIGURER: 2000' • • • • • • • TABLE NOTES: , • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR ``1 t ILYr I 7r' GENERAL INSTALLATION METHODS. ��a0N`,lY. • • NN/j7� o • • • • : ' VICENS � FIGURE 5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE .250" 4.000" �' • • • o No.58705 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, GEE SHEETS 21-23. HOLES TO BE DRILLED IN • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE =� I/tPT.E.�OZ <u; O ST FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK 11NR �` • • • • • (FIGURES 5&6) (CMU) SHALL CONFORM TO ASTM C90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ��C{551 �'•F�ORIDP, •'G�� MUST BE USED ALUMINUM SHALL BE 6063-75 AND BE AMINIMUM OF.125"THICK STEEL STUDS TO SEA MINIMUM GRADE 33 AND.046' THICK (18 2'X4-X.25'MULLION �ir�s/ONALe \0 IN PAIRS. GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126'THICKAND A36. ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW A. LlflNMiVII �,P.E. • • • • • THREADS BEYOND THE MATERIAL 410 & #12 ANCHORS INTO WOOOMAY BE STEEL, 1" S.S. OR 410 S.S. FL P.E.0 58705 TABLE 13A Mullion Capaefty Table EbsHt2 Opening Width (for lert(cB"133ra3lg mtRorts) or Openhtg Holghl (for!IodzorCellysp8rring mtLT=) So In 60In 7 In 901n 1W in i20N 1401n i60N 2 x 6 x Ractangdm Losdng T-p-mmtg. Loafing R d ngder Loafing T1ep7Tdeng• LOD5,g Rectsng0m LDa&m TrOplfd.,D. Lomgn9 Rmt=O r Losdmg Tmgdmg• Loadn9 Rectmgdra Lcadn9 Trwlfe-m Lcedng R.Camm d�r LpWdng DwIlf-9. Lopd7g Fiectmgdai Loadn9 TreplTdang. Loafing RecN�dar Lcadm Trap/fda�. Lasdng Rtth�ula L-mg Tr�llTdan9. Lpadng .25 Alum. Tube Mulilon y '• cif¢ 99 2' LW a`.-. .� A' �i As'.. ci cam m u d rio i^ 3 2^ r9e '• �i 2? o^ c3e D g ci L a.. 35SRY b 3 s�•^ "a de 2• �3^ ;r A" ue 3 D �� D `� L m.-, a d a g€ Z• o--. ag '� €� a,. a .� Spa v,. $h�3 S� .a.. 421n 170.9 S20 170,0 43S 170.0 744 170.0 476 170.0 W8 170.0 BOB 170.0 OR 170A 519 ITaO 4118 1m.0 521 1T0.0 12d0 170.0 521 170.0 1488 f70.0 szt 1m,0 173s 17Q0 621 1m.0 1983 170.D 621 48N 17a0 706 17oo 524 im.0 850 170.0[7.1 170,0 092 im.0 630 170.01723 170.0 661 170.0 1275 470.0 677 170.0 1417 170.0 880 170.0 1700 170.0 680 170.0 = 1m•0 6M 170.0 2267 170.0 680 50.675N 170.0 747 170.0 583 170.0 698 110.0170-0 1048 170.0 604 1m.07m.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 . 1m.0 1783 170.0 758 1m.0 `2082 t70,0 75B 170.9 2381 170.0 758 641n 170.0 727 17U 812 170.D 95B 170.0170.0 IHS 170.0 754 170.0170.0 803 170.0 1434 170.0 837 170.0 16% 174.0 I158 170.0 1913 170.0 661 170.0 2231 170.0 861 170.0 2550 170.0 881 101, 1m.0 e85 7TO.0 701 170.0 1a63 1-10.0170.0 1Z40 170.0 873 170.0170.0 644 170.0 1594 170.0 898 170A 1771 170.0 1033 17Q0 2123 1T0.0 1067 tm.0 2478 1m.0 1063 170.0 2833 17a0 1083 611, 171.0 ow 170.D 745 1704 1116 1m.0 1m.0 1302 170.0 940 1m.0170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 11S9 170,0 2603 170.0 1171 170.0 Z075 170.0 1171 = e6N 170.0 974 170,0 789 170A 1169 170.0 170.0 1364 170.0 1002 1m.0170.0 ,1- 170.0 t753 170.0 1155 170.0 1948 17D,0 1210 1740 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 c 721n im.0 fo63 170.0 878 170.0 1275 170,0 1740 1488 170.0 1128 170.01m.0 1_a 170.0 ISO 170.0 .15 170.0 2125 1m.0 1387 770.0 2550 1m.0 /488 170.0 2975 1m.0 1528 1m.0 5400 170.0 1530 S76In 170.0 1122 t70.O 937 17oD 1348 170.0 170.0 1570 170.0 1209 170.0170.D 1322 170.0 2019 170-0 1421imA 2241 1m.0 1505 170A 2592 170.0 1629 im.0 3140 170A 169d 7m.0 3589 1m.0 tm3 2 781n 770.0 1151 170.0 067 170.0 1381 1T0.0 fl0,0 1617 170A 1250 im,0170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.01564 1T0.0 2783 170.0 1700 im.D 3II3 170.0 1777 170.0 3883 170.0 1788 170.0 1326 170.0 17M 7700 ISW 170.0 170.0 1889 170.0 1498 170.0 170.0 iti53 170.0 2391 im.0 1793 170.0 25M Im.0 1918 170.0 3i8D 170A 2125 15a0 3413 i10.0 22/3 1365 3413 170.0 2381 96 to 170.0 1417 170.0 1232 i7D.0 1T00 170.0 tm.0 1933 170.0 1622 170.0170.0 1794 170.0 25M 1m,0 1952 1m.0 2113 IMO 20S5 16a0 3189 170.0 233E 137.1 3199 I6o.8 2470 120.0 3199 15&1 2,428 108 in 170.0 1594 170.0 1409 ilOA 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.0 2781 170.0 2277 148.3 2781 101.8 2333 123.8 2Ta1 14oA 2281 105.9 278I 125.8 2236 927 2781 116.0 2180 111 N 17oA 1638 17a0. 1451 770,0 1966 170.0 170D 1m.0 2283 1740 1832 170.0 ZB21 1m.0 2149 151.8 2632 182,3 22l5 138,8 ?bit iK4 2218 11aB 2832 128A 2188. 87.8 2632 115.1 2128 BSA 2632 109.3 2996 1201n 170.0 1771 170.0 1586 170.0 2125 170A 1859- 15&4 2252 15a9 1901 135.1 2252 141.4 1S64 120.1 2252 1272 1938 108.1 ZE2 1fe.1 1915 80.1 2r52 89.8 1872 7T.2 2252 86,9 1838 878 22R 81.d 1808 1MN 125,1 15fi4 126.6 f445 iO4,3 1584 109.1 1475 88A 7584 B13 1407 742 1564 80,7 1390 6a5 i58a 723 13T3 62.6 1584 fiS7 1358 521 1564 68.0-- 1330 44.7 1564 492 1305 -39.1 1584 NA 1283 TABLE 13B Anchor Capap Table bs Substrate: 2.Tk Concrsle 35k Cara. Hdlor CMU -- Filled CMU PT Wood LIeNt y18 spa f/4' SS Eloo Silo• Elco 114• SS ElcoK.� 006l 012 Steel 012 Steel AMaror Type 31'Ifi•FJcp UlUaean v4'Elco Ultrmon Ul:rxon 3/16'Elw Ultracan 114'Eko,Ntncon A>ro2GaW � AgpreGetm 9) S.ra IG5) Srrew (G3) AnchorCOp Patterns MtDlstMae 1' 2-Ur 1' 2-IW 3.118' 1' 2-11V 1' 2.11r r 3.1/8' r 0.54• 0.324• Ed M} Embedment Y. 1a/4• 1.9/4• 1:314' I.314' r 7-va• 1.114' t•IW 1•1/4• I-ve 1.1/4• r I.N, lodes 2Anchon @ 4J3; Mh. D.0 / Standen! MOSset Cllp FiO. 182): 390 lbs 390 bs 45D lhs SM me 1644 ms 2m Ms Uttibs 354lbs 7401hs 374 IM 684(bs 948lbs The 442 IM 500lbs 9 Anchors @ 4.68' Mln O.C. / Standard (m O0se0 qlp (FI9. 3): 760 Its 780 bs 90010a 1740lbs 3232IDS UO ms S601bs 708 0u 1480 Os 748Ibs 1272 ms iM It s.. fi85I6s 712016s B Anchos@1.71•MIn O.G /StenoaN (Or Osseo Cgp fflp, 4F 11801hs ) 14DO Ibs lolo in 2%51bs WA WA 94olbs NIA tO6516s WA WA WA 1]m ms 22401bs 4 Anchors @ r h9n O.C.1 R12r5 Anefa Crip I (Fl9. *p 780 ma 780 ma 6801hs 15601bs 18961bs 540 ms ao Ibs WA 76016e 748Ibs 880 @s 1SS2 me 6851bs.- 112D Ibs Asohom ®3. 7AA OA.I (2) 2x5 Angle Clps / (Fl9. BY 1 660lbs 15501bs 13601b3 3120 Da s782 ms ICED ms 1120Its WA 15201ba 1498 ms 1760 ms 37841bs 177011. 2240Ibs12 M1.61 Andras ®15MIn..O,C.11112a5 Ata'e Caps I O,o- 7): 1860 tbs 21001W 14401ba 37801bo WA WA 132D Ibs WA INN Ibs WA WA WA s 2654 ms 330'0 me 4 Ancbae 61,3V Mm O.0 7 U&lip, Nta .775 AsBn. (Flo 6): WA WA WA - WA WA W' A WA _ WA WA WA WA WA WA WA a ms ttOip, Nto.125' ALao,(F19, I WA WA WA WA WA WA WA 8Atmhas@oWMln.O.C! 89010s 1818 ms 270 Ibs 28010s 2 Andras Cr14.6a• Mn. O.CI F4 ip (Fig. 10): 4 Arches 0 L71' Nin. O.CJ Fdnp 0'10. 11F 380 Ota 590 ms 3W me 7W ma 45016s 5051bs 129816s WA WA am Ibs NOTE FUK I HC Urraet 1.Ur, we , ne aevv,e rvs.+n.,,. �.,, ,..,.,............., ,..,. "- ---. • • •- _ �• ---• -.- - FIGURE 1: FIGURE t FIGURE 3: FIGURE 4: FIGURES: FIGURES: FIGURE 10: FIGURE 11: FIGURE 5: FIGURE 6: FIGUFLE 7: ANGLE • • • • • • • • CUP (FIGURES • • E • • • • 5-7) MUST BE • ♦ s • • • • • USED IN PAIRS, ONCHOR GAPAGI I T AUJUS I rAmN l rUKmu191: (Dw)X(ANCHORCAP.,a,,.,,,\ aANCHORCAP.- MULLIONC:,:, . 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 MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. _ WA WA WA WA 27Bt lhs _ _ _ __ _ - _ _ _- - - F--2000'-•i 3Sf ms 740IOs 374 ms 89616a 9481b9 '341 ihs {a216s 550 ms WA 533Ibs WA WA WA 682 Ibs 8851bs 1120 ms .250, TABLE NOTES: 1) SEE SHEET 7 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. 6.000' 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 rDIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1.301 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-TS AND BE AMINIMUM OF :125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO fl- BEAT LEAST .125' THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2• X 6 X 25' THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-B S.S. OR 410 S.S. MULLION co Ln x C, -y I ® (D X 1n i a 04 Z O l y €U) it &W PRODUCT REVISED as com ftInda with the Florida BuLlding Cotle NOA-No. 17-0630.01 Expiration Date 05/26/2021 LYAlAt J. ' 1.1GENSF MY No. 58705 -pO v( SATE .Nwlj (aQ�{C111Ek; P.E FL P.E.# 58706 Mullion Capacity Table I&a Opening Width (forverd iy-spat2811g muilorn) or Opening Height (for hodmr2aly-spanni g rmtnons) 501n W in 70 in Bo in 90 in 1001, 120 in 140 in 1601n 1.26" x 2.11" Rectangular Lading Treprr Wv. L-Is g Reclarvlw Loading TrapTnana L..&g Rctanoutar L..fl g T2pTInrQ Lo-ft RW-9.lar Loading TraprT" Lording Reclatgun, Load8g TrwTd4rg. Loadiry R4cb nW.r Loading Tr�YfAarg. Load4g ReehrMular Leed'cg TrapfTnang. LaedUg Reolargdar Loaderp 'impridang Lo2drg Rctaguler Iaadig 7I.VNang. Lmdhg x,125" Alum Tube Mull' a a F 8. B �' a8 T5�§I IL I } 4�u _ d` F f� 3 $ - g PLC dC g �� & d� aB 36 �B I Eg a_ dK •a Y dF.. Z L 222 x'8 dr� 2P. d& I Qc 42h 1442 52^" 167.0 128 120.2 526 14&9 419 103.0 SN 13&9 414 90.1 52S 134.6 411 Ml 529 134.1 411 721 EN 1341 411 M1 53 134.1 411 61.5 626 134t 411 4&1 570 134.1 411 4Bh 9&6 403 10&0 333 80.E 403 947 3Z5 69.0 403 88.4 320 60.4 403 61.4 517 M7 403 78.1 315 4&3 403 78.6 314 40.3 4M 78.6 314 39.6 403 7&6 314 302 403 7&8 374 W.6251n 82.3 3M 91.0 Sol 68.0 W2 79.3 294 5&8 M2 71.9 239 51.5 362 67.2 286 45.7 36Z 64.6 284 41.2 362 BaS 283 343 3@ 63.5 2S3 29.4 352 83.E 2M 25.7 36R MS 283 541n 67.8 31B 74.1 267 56.E 318 642 251 4&5 316 57.7 256 42.4 310 635 253 37.7 318 60.8 2W 339 319 4&5 249 2d3 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248 W E. 49.6 258 63.1 218 41.2 258 45.7 214 3a3 258 40.7 210 Sag 2EB 37.2 207 27.5 268 34.9 204 247 258 33.4 203 20.6 268 32.2 M1 17.7 258 322 201 196 268 322 201 �C 63n 427 Z31 45.6 200 35.6 234 39.1 t95 30.E 234 34.7 192 -7 214 31.6 111 23.7 234 29.4 16S 21.4 234 210 194 17.8 234 26.6 183 15.3 234 2a5 183 13.4 231 28.5 123 f 66 h, 372 213 39.4 183 31.0 213 33.T 179 2&5 213 29.8 176 232 213 21.0 173 2.a6 213 Mi 170 1&8 213 237 169 15.5 213 22.2 167 13.3 213 220 158 11.8 213 220 160 72 in 28.0 178 30.1 165 229 179 25.8 162 20.4 1T9 72S 148 17.9 178 20.3 147 16.9 179 18.7 145 Din 78n 20.3 761 25.4 140 20.3 101 21.6 137 17.4 181 19.0 135 15.2 187 1'. 133 22S 152 23.6 133 1&8 152 19.9 131 1 1a1 1 162 17.5 128 I AbLt 140 Anchor Capacity Tab le ba SIO7Vale' 2.7k concrete - 3.5k Cam. I Hcata•CMU FRWCUU I PTwood h10a AnehorCBP PetOema ArmbaTyPC &16'Eta Lrtmcn UP ElcoU0raa1 5116'EK0 ms, Et ... Emo Unrxon 1/4'EKolBbecm 1!4'SB Eim Aegrwe 5716'Elco muman 1/4'SSEKo AWa for om Step U-CG5)Scre.1 CAW(GS) rn2 St�l!I.,. S-, Eoe Olstarce(InX 1' 2-i/2' 1• 2-t2' 3MB• 1' 2-11T 1• 21rY .T 31l8' 2 0.48' 0.54•.92d' ' El9bedMant Inc T, TV 131P T 1.114' 1-1/4' t-11T - 1-V4° 1-11r 1-1/4' 2' -td 13R' I Wotes 4An:itor5®3'AL'&O.C./(q 2r5grgle Caps /(Flat 76DIb9 7al log �OIOe 75®Ibs IB06Wa =U $003 WA 7H1 Ins 7dB ua BBO Im 7 ®2Ib9 685Bx 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 ANDlOR OPENING WIDTHS IS ALLOWABLE FIGURE 1: • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21--23. ® • 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 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 6053T5 AND BE MINIMUM OF.125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04T 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, 1" S.S. OR 410 S.S. CAPACITY -ANCHOROAP... USE THIS FORMULA TO OBTAIN T14E'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 o � s2! NOA-No. 17-0630.01 Expimtlon Date0512612021 By Mlam a� To uc Cantro 1t 1111111r , 0CE" ? y} ! No, 68705 %pO '• MAI ��'%j A. MNMI"R, P.E. FL P.E.# 5870E I AbLt 'I bA Mullion Capacity Table (IbsfRvI Opening Width (foruertiraIV-sparving m4olls) orOpening Height (for cor®ntag pa nI g mWore) win 601n 701n 901n eO In 100 h 1201n 1401n 1601n 326" 30 Rwtm,llular IaadT9 Tr4Mmg. LOad Reetengular LoadnO Trap701an9 LOedn9 ReelenfBBar Lrmd410 TraplTdanO LoadlrcJ fta tan9ufar LOadnO 7rapfiHvnip La3dn9 Re-t.GUI Loading Tlap76-19.kRj��' LOedm TmppTdang. loading liact9iLailar LoadnO TnOldwo. Loafing fTeclangdar Loadrg Tmp77dan9. LmdnO ReclanpNar Loafing 71eN7dan& IcadnO DEG.AL r r r r r$_ F r r pa x r r r r r �• p %,.^.�-. a.. a^.. aBAYMULLs42In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 B69 INN 606 170.D 992 170.0 519 170.0 1115 170.0 521 40 170.0 521 170.0 1408 170.0 021 170.0 1735 170.0 621 148.1 1740 170.0 521 461n 170.0 703 170.0 6M 170.0 950 170.0 584 170.0 1792 f70.0 830 170.0 1133 170.0 681 170.0 1275 t70.0 677 170.0 1417 170.0 680 1522 I= 170.0 680 130.5 1522 170.0 680 114.2 1522 170.0 660 50.926 In 170.0 747 170.0 563 170.0 198 170.0 01 170.0 1040 170.0 SIX 170.0 1195 170.0 723 170.0 1345 17a0 747 1642 1443 170A 755 136.0 1443 170.0 756 117.3 1443 170.0 7W 102.6 143 170.0 756 541n 170.0 797 170.0 612 170.0 966 170.0 691 170.0 1116 170.0 754 170.0 1275 1704 9m 160.4 1353 170.0 837 144.3 1353 170.0 855 12U 1353 170.0 561 103.1 1363 170.0 861 102 1353 170A 881 so In 110A B85 170.0 701 170.0 1063 170.0 797 167.0 1216 170.0 878 14fli 1218 170.0 844 129.9 1218 f59.6 930 110.9 1218 1511 924 97.4 1218 146.1 613 B35 MIS 148.1 913 73.1 1218 Ufl1 813 631. 170.0 930 170.0 745 170.0 1118 170.0 850 160.2 1150 168.8 033 131A 1150 163.D 914 11B9 1160 1419 828 105.1 1160 1342 885 07.6 1150 126.7 071 75.1 1150 1282 670 65.7 1150 1282 (q0 $ so in 17o,0 B74 170.0 709 152.4 1048 165.8 881 f30.8 1048 146.8 B64 114.3 1048 133.1 650 101.6 1MB 1234 839 01.4 1de ftfl8 B:+O 762 1043 109,4 821 M.3 1066 1082 Big 57.1 1048 103.2 Big e 72 in 140.9 880 147.0 766 117.4 8B0 175.0 740 f00.8 880 110.8 734 6&0 880 t00.0 772 702 080 02D 712 70.4 BW 882 703 56.7 BB6 792 69J 50.3 880 7fl5 686 44.0 880 76A 896 J 18In 119.7 7E0 125.1 690 99A 100 100.4 676 85.5 790 87.7 663 74.8 790 83.9 652 66.5 790 789 6t3 59.9 78D 71.7 835 49.9 790 67,1 624 42,6, 780 62.1 619 37A 780 81.0 817 pa 78 fn 115.5 fi57 az.7 760 98.1 644 79.1 750 89.8 8'42 692 761 17.1 621 61.5 750 70.6 612 SSA 750 6&7 605 462 78D 59,4 594 39.0 760 SB2 588 34S 750 87,8goM 686 74.4 BOO B0.1 563 629 491 51.5 503 642 493 454 6W 489 475 4D.1 SM 44A 458 36.1 EW 40.9 462 39.0 SW 382 452 2fle 583 33.3 445 72b 6� 31.8 442 907n �11,"'r711 61.1 443 49.5 495 61.5 4M 42A 495 44.8 427 37.1 485 39.9 421 73A 495 W.1 416 29.7 495 332 4N3 21.8 44S 29.1 d00 2t2 493 26.8 3(M 18.6 485 25.0 390 10Bin N.7 42.6 303 34,8 391 36.9 346 29.8 391 3L1 342 26A 391 27.6 337 23.2 391 249 333 20.9 391 228 3-a8 1T.4 39) 18.7 321 14.9 >01 17.8 315 1111n 3BA 370 39.2 336 32.0 370 no 330 27.5 370 28A 325 24.0 370 25.3 320 21.4 370 228 316 182 370 20.9 712 16.0 970 18.1 305 12001 70.4 317 30.0 2a0 2S3 3f7 2822 284 21.7 317 2L5 280 19.0 31T 10,9 216 1fl9 917 17b Zii 1441n 17b 220 I I- I 207 TABLE 15t1 AnchorCap2cltv Table bs Substrata 2.71, Coeorele 3.Sb Conn. Hoo-cmu MdOW PTWOod NAiai 5119' Ek0 Ilr a8 Eleo 5116• E100 IH• SS EWO 310 Steel 0125t d 912 Bled An.W rVpa 3116' Eloo (nlraaon 114' Eko Unma0rl UltrBdon °J78" El. uh-on 114• Boo unrdom Aaom6aW Utmmn AcVeG.IW S... (W) Baca PSI Screw (G5) Anchor Clip Patterns 1' 2.112' 1' 2.1rY 3.115" 1' 2-12• 1' 2-1lr r. 341E r 0.49' 0.84' 4324' Edge Olemnoe (Iny EmbMmad(inp -1SH' 1J14' t3l4" 1�14" r 1-1Id' t-La' 1.114 1.1H 1.1ld• 1.114• r 1-318' tale• 4edes W An,. I (R0. 1k 350 ®s 3801M 450IM 850 Om 1700 wa 270 Wa ZFA Ibs 3S710s 740 Bu 3T4 as 720Ibs us W 341 rm 4421M 5fi0 es. 4 Aienas 0 3.S NAm O.C. I R1245 An& Ops I (R0.2): 7W Iba 7801be 790Ibc 1570 IDe 2525IM 5401Da 56010.3 WA t120 Oa T4B IM 9801M 18921M 682 ma 9851ba 1720 ma B Mdwre QI 271' Mln. O,C. I (2)2a5 Angle Clips f (rig. 3p 11201ba 1120 IM 9501ba 22461M 22541M WA 8401M.. WA 1059 2s WA 1320 ma WA 1022 010 1727 Ibs 16B0IM FIGURE 1: FIGURE 2: FIGURES' ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULLLENGTHS 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 13E PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL 13E6063-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 A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY AOa W I Mtn I rUKMir- (D _) 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 ® 0 In U 4 Z 0O � ad morn=r O mL'� A-8 PRODUCT REVISED as complying with the Florida Ba1lding Code N0A-No. 17-0630.01 Expiration Date 05/26/2021 By Miami-[=19 Product Control 1111Illlf// '�` LICENSE •• �� ' '* NO. 58705 �O sPAT.. �/ pNAL WL�/A 1" 'C; A. LER, P.E. FL P.E.# 58705 Mullion Capacity Table b98t' Opening Width (for ver5oaQ3*-Bparlrtfg m dens) or Opening Height (forhorimrta*Warvirg mtr"uorts) 501. 6o In 70 in 80 in 901n f00In 120 in 140In 160In 326" 46 Redogela Loadhg Trapnliang• L° dn9 RactanFdar Loafing TmWTW v. Lmdfg Recf.0Sr LaadmO TfspM.M' Leafing R-Imno. Loafing T"wAmg• Loading Ru.M11ge1er Lcadhg Tmmsm Loading Reclanpdw Loading Tf.PrTltreg. Loadng Reafangas' r L-&M Tfap/T11rm9. Manog, Ractenpdar Loed;n9 Trspl7dang. Loafing Redenoft Laadng Tapmwg. Loadng DEC. AL BAYMULL 3 €e (i SeK �d � 5�z �' � s� ¢ u sa°f S�' 3 23 ri�' 3� c3 3� 3 �� u gSg �� a� u §� u�• a� 3 5$ �� y � g2� 3� S� gg t3 �� b ci ` o& ry ci S� S t�i� c"� 5& @In 170.0 62a 170.0 435 170.0 744 170.0 47S 170.0 SW 170.0 SW 170.0 GM 110.0 519 170.0 111e 170.0 521 170.0 1240 17U 521 170.0 1486 170.0 S21 170.0 17M 170.0 621 1eD.3 1871 170.0 521 48 in 170,0 705 170,0 624 170.0 1150 170.0 684 170,0 992 170.0 W0 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 107 170.0 680 163.7 1637 170.3 W0 140.3 1837 170.0 6W 1728 1637 170.0 680 50.625N 170.0 747 1TO.0 SO 170.0 890 1740 631 170.0 1046 170.0 W4 V0.0 1195 170.0 723 1740 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 755 1241 1552 1TO.D 758 110.4 16U 170.0 7W 541n 170.0 797 170.0 612. 170.0 9% 170.0 091 170.0 11% 170.0 754 170.0 1275 170.0 833 170.0 1434 170.0 837 1552 1455 170.0 658 f 12&3 1455 •170.0 881 110.9 1455 170.0 W1 97.0 1455 170.0 -WI Win 170.0 US 170.0 701 170.0 1053 170.0 797 170.0 1240 170.0 678 157.1 1309 170.0 944 139.7 13D9 170.0 998 125.7 1309 133,5 994 1049 1308 157.1 9B2 69.3 1309 157.1 Bat 78.6 130a 1b'/.1 962 63 in 170.0 930 170.0 745 170.0 1116 170.0 650 1829 1247 170.0 NO 1425 1247 164.5 N3 1247 1247 MO 9B5 114.0 1247 iM.7 952 95.0 1247 138.2 836 51.4 1247 135.1 835 71.3 1247 135.7 925 S B8In 170.0 974 170.0 7W 170.0 1169 170.0 GM 148.4 1100 183.7 WS 129.9 H93 147.9 945 115A 1190F88 = 1C3.9 1190 1244 014 88.8 11W 1185 8B8 7{2 it60 118.1 893 B4.9 1180 118.1 093 c 72In 1a1.e fa10 1W.9 an 134.7 1010 144.E a59 11SA 1010 1272 642 101.0 1010 114.7 828 89.8 1010 N7 W.8' IWO 9a.9 507 07.7 1010 W.8 785 67.7 1010. 67.5 790 60.5 1010 87.7 70.9 J 76 In 137.4 608 143.8 792 114.5 SW 1220 775 98.f OW 107.1 761 a5.9 9da 95.2 740 743 9011 735 88.7 Sae 82] 729 57.3 BOG 76.7 718 49.f f 71.2 7f0 429 908 70.9 708 �in 127.1 861 132.E 754 10591117-517S 90.8 8fif 88.8 725 79A 8B1 68.5 71J 70.8 881 7a3 e3.8 eel 75.4 684 530 e61 W.1 W1 I5.4 8fi1 e{.5 B75 39.7 861 87.7 672 so In'47.9 ea 854 S/4 68.9 A 59.1 646 9L9 554 61.7 648 541 645 40.0 $46 53T 4fA 646 47A 530 34.5 646 41.5 510 295 WS 382 511 25.9 646 36.5 $07 g8 in 563 70.1 SOB 56.8 499 40.7 505 51.4 491 428 SU 45.8 483 37.9 5W 476 34.1 SW 341 470 25.4 563 33.4 459 24.3 5M 30.6 452 21.3 58B 28.7 147 108In 449 48.8 q05 39.9 399 342 449 3E.7 393 2a.9 449 31.7 331 26.6 449 28.6 3M Zia Mg 20.1 377 20.0 449 22.7 3W 17.1 "0 20.4 361 15.0 449 18.9 358 39.8 379 31.5 425 326 373 27.6 425 291 3b72A.5425 282 352 L'.1 425 21A 358 18.4 i2520.7 360 15.8 42529.t'320 249 364 25.8 32f 21.8 364228 317 i9.4 364 20.5 313 17.5 3E4 147 309In Z02 Z53 20A 743 10.8 230 Anchor Capacity Table Ibs - - sw h ts: 27k Cammte 3.6k Cmc, I Hou-cmu I Fil iCMU PTVWwd W.M.1 Anchor Clip Pattems Amb. TYp. 9Ii8" IAtraecn Eko 114" FJas Ultrearn 61f8' Eke Ultrazon 3/16' Ek° Ultraem 7!4' Eke 180acm 1/4- 5S Eks AggRGator S/16' Elos Ntmcon 1/4' SS Eke AgereGator a10 Stesl Suety (OS) 812 SWO Sc1ex (OS) 912 Sted Suety (GS) Eoea Listence Mk�'; 1' 2-12" 1' 2.1? 3.1fB' 1" 2-t/Y 1' 2.1Pf' r 3.170' 2' 0.48' 0.54' 0.324" Emludmenl Ont1-11. 13/4' 1414' 13/4' r 1-Im 1.1/4' 1.1/4' 1-1/4` 1-114' 1-1/4' r 13/8" I-wr wtl" 2Mcb- ® 5' Min O.C.1(2) 2r5Ang5s CUPS / (Rg. ik90 Ds 390 bs 4501bs 890 Lbe 1700Ibs 270 2BO Ibs 354 bS 740 as 9741. )ZO lbs 94a lba 341 On 442It. 5601ba 4 An4Ma @ 3.5" Min O.C. / RI215 Anp1e C9W 1(Fip. 2kW ms 780 ms 7E0Ibs 19701bs 2525 bs NO Ibs No Ibs WA 11201bs 748IN EM Ibs IN216s W 21bs 885lbS 11201bs 61 ®271' Mtn O.G 1(2) 2t5 An01e Cops / (f70. 3Y1201bsI 1120lb3 9W Oa 22461bs 2264 as WA 8401bs WA 1 1059 ft I WA 13201bs I WA 10221W 1327 Ibs 16801DS FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ' 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND -MULLION CLIPS SHOWN ARE 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 AC1301 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 AMINIMUM OF.125" 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 MAYBE STEEL, 18-8 SS. OR 410 S.S. ANCHOR 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 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, PRODUCT REVISED as eomplying With the Florida Bailding Cotle NOA-No. 17-0630.01 Expiration Date 05/26/2021 .. LYNN i NO. 58705ONLS P ,A. �YNN MI4�, P E. FL P.E.# 58705 { 1.000° r- 126• 2.000° r .126' I V X 2' X .125' MULLION 6063-T6 ALUM. XSECTION L f---.125" STANDARD CUP 6063-T6ALUM. XSECTION r.12S 3.t25° CUT HERE To .375' ~) _ CREATE F-CUP. SEE MIN. r DETAILF.SHEET4 370 MIN. I--------- r-------� i A E �- STANDARD CLIP 6063•T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY: SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE ' DIAMETER ANCHOR DIAMETER+ 1118'. 5.500` 375" .375° I MIN. MIN. I I I I I I I I B I i I i I I I I C OFFSET CLIP .125" I hoe TOPVIEW }-{ �-.126" 1 U-CUP 6063-T6 ALUM. XSECTION --I .740' F- .338' MIN. A I U-CLIP 6063-TB AWM. TOPVIEW Z NTER OF ANCHOR LE MUST UE RHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE NUVOMUM - ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116. TGRI F R 1'X2.75"X.650' MULLION 6063-T6 ALUM. XSECTION 2X5 ANGLE CLIP 6063-T6 ALUM. 2_ 00• XSECRON l .126' I .376" MIN. F� - --------------- ---- 2X5ANGLECUP 6os3-re ALUM. TOPMEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS S•18 FOR THE ANCHOR Q.G. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1/16". Mull Dimension (sheetM PGT Part# Mullion -Std.-Clip Offset Clip -U•Cilp- Angle Clip 1"X2"X.125'(5) 66605 6e6113M 6661118M 666243M 666511M 1" X 2" X.375° (6) 666OD6 666114M 6661119M 666244M 666512M V X2.75" X.375" () 66607 666115M 6661120M 666245M 666513M V X2.75"X.65tl'(8) U608 666116M 6661121M 668246M 666514M V X 3.125" X.500" (9) 66637M 8661116M 6661114M BW242M 666515M 1.25' X3.188" X.265' (12) 66641M 6661117M 6661113M 666241M 666516M 1.26"X211°X.125"(18) 69370 NIA NIA WA 668517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9. 12 & 18 FOR SUGGESTED. APPROXIMATE HOLELOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �-t zss••--i .tzs° 2,116' T .125° .900" 1 1.26" X 2.11' X .125' MULUON 6063-T6ALUM. XSECTTON TABLE A Dimension Value(in) For Mullion: A 1.625 1" X2' X.125" Aluminum Tube Mullion B 2654 C 0.895 D 0.740 A 1.125 1' X2° X.375° Aluminum Tube Mullion 6 2.404 C 0.635 D 0.490 A 1.875 1" X 276"° X .375 Aluminum Tube Mullion B 3'000 C 0.757 D 1.118 A 1.312 1°X2.75"X .650° Aluminum Tube Mullion B 3.000 C 0.476 D 0.836 A 2000 11 X3.125" X ,6, Alum Tube Mull - B 2.637 C 0.863 - D- --1.137 -- A 2.625 X3 X2.2651 Alum Tube Mull B 3.262 C 0.862 D 1.762 ' A 1.813 1.26"X2.11"X ,121" Alum Tube Mull a z CL N ZGgo N c33 B H O 32 \ 7� Z N C LE PRODUCTREVISED as complying with the Florida Building Code NIOA-No. 17-0630.01 Expiration Date 05/2612021 By Miami- �,w Product Contra �'�;.•' 00ENSF'...,/ No.58705 0 '�.Z FL P .E.8705 820° 1.250- ) - J-i :820'� 250° 126'X 326"XACO' 126"X3,25'X.624" MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM. X-SECTION X-SECTION 2.661' Q377-- 30- 3.25D% .125• 30" BAY MUL6083-TO ALUX-SECTIO 228"� i"•,981"^i 1'X4'X.376' t 'T°-MULUON 6063 76 ALUM. XSECTION 1.25' X 3.94' X .624" MULLION 6005-TS ALUM. X-SECTION •226"J i-•.981"-4 Q •1�° STANDARD CLIP 2.000" 6C83-T6 ALUM. X-SECTION I .125" 740" r. r 2.125 2.000�, 2X5 ANGLE CLIP UCUP 6063-TBALUM. I 6083-T6 ALUM. XSECTION •125" X-SECTION 125"r CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10.20 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16% CUT HERE To _ CREATE F-CLIP, SEE DETAIL F. SHEET 4 I .375 .375" -------- CENTER OF ANCHOR HOLE I_________ I I I MUST LIE WITHIN I 1 THE DASHED I I I BOUNDARY. SEE I I I F SHEETS 10-17 FOR THE F - - - TANCHOR I i F D I DISTANCE•C• I I MAXIMUM jI ANCHOR HOLE L--_-_-_J ANCHORR i_-_------ DIAMETER; 1/16. L_ rC STANDARD CLIP U-CUP CENTER OF -ANCHOR HOLE ILIUSTLIE 6053-T6 ALUM. 606346-ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW TOPVIEW SHEETS 10-17 FOR THE ANCHOR O.C. TABLE C DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER t 1116'. .375"� I ,375' MIN. I----�--------- I I 1 I 1 I I 1 1 1 2.250° 1 I 1 I 1 I I � � I I I I 1T _J --_ L--- I G OFFSET CUP .125' 6063-T6 ALUM. TOPVIEW NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10,11, 13-15, 19 B 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS, 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Dimension Value (In) For Mullion: F 3.687 1" X4" X G 1.000 .125" Aluminum H 2.680 1 3.000 Tube Mullion F 3.187 1"X4'X 0 0.757 .375' Aluminum H 2.430 1 3.000 Tube 8 "F F 2260 1.25' X 3.26' O 1 0.760 1 X.100" Aluminum H 1,500 I 3.250 Tube MuO:on TAR] F r) TART F r r!()NT Dimension VaIue(in) I For Mullion: F G 1.936 D.500 1.25) 3,25 X.624" Aluminum Tube Muillon H 1 1.438 3.260 F G 2825 1.125 1.25'X3.94" X.624° Aluminum Tube Mullion H 1 1.500 3260 F 2.613 30' Ba Mu6 F 2875 45' Ba Mull r oz LU o co .375 ��• Zp CD MIN. U) Z z L 1.375 MIN. j D_ F U Q z ..z 2X5 ANGLE CLIP_ -6063-T6 ALUM.- b- � m( TOPVIEW o•�- PRODUCT REVISED as comp)yin with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 cs By Miami ade ro uct Control z ai .°111111III„�. Mull Dimension (sheet@) PGT Part@ Mullion Std. Clip Onset Cllp U-Clip Mole Clip 1' X4' X.12S (10) 69364 666111M M1122M 6e6241M 866516M 1°X4-X.375'(it) 66610 686112M 6661123M 666242M 668619M 1' X4° X.375' T (11) 66653 686112M 6661123M 668242M 666519M 1,25- X3.25- X.100-(13) 1.26' X9.25' X.62A' (14) 20160=12 201611=15 6661127M 6661128M 6661124M USI125M 6E624105 e662411M 666511 MM 8665116M 1.25° X33 ' X.624• (15) 20162 6661117M 666112BM GW241M 666517M 30 Degree (19j 66649 NIA NA WA 6665110M 45 Degree (20) 68650 NIA WA WA 6665111M * : No. 58705 �'o Q S A. !S/NON/ MI LER , P`E. FL P.E.# 58705 TABLE E ® g rt S� d F7TI- U STANDARD CLIP U-CLIP 2X5 ANGLE CUP 6063-T6ALUPA. 6063-T6 ALUM. 6063-TB ALUM,X-SECTION 2.125' X-SECTION 2,110' XSECTION NOTES: C4 .125" ffi1jU.125 .125' 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING o h A. 1~j1 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T ZO W 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE I �1,g9p'� i HOLE LOCATIONS. F--1.490' J U) 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. J 5.500' U o S CUTHERETO 5.000' 375' t9 LU O ~ 2000° 3.500' CREATE F-CLIP, MIN. m Z 0 fn .375" _ SEE DETAIL F, •375' .375' H O 0 W MIN. SFL�ET4 MIN. N 2 Z 5 W d S 1 I W I N I 1 1 = 01 Z N ¢ a T 4.000" 1 i------- ' o U 3.438° + 3.438" 1 I z Q aP oP 250' 2" X 4' X .2T I I I I F Q❑ MULLION I I 3.438" I j n I-oo 6063-T6 ALUM. j I I I X-SECTION I I I 1 I I I .375" A Z m --� -- -- L L---------------------1 MIN. N L Y Y L- STANDARD CLIP U-CUP, 6063•TB ALUM. 2X5 ANGLE CLIP '¢ G Oil CENTER OF ANCHOR HOLE MUSTUE 6063-T6 ALUM. SED FOR 2'X 4'MULU N. SHEET IB CENTEROFANCHOR HOLE MUST LIE 6063-T6ALUM. } :EI Zy;t0 (A .250° WITHIN THE DASHED BOUNDARY. SEE TOPVIEW TOPVIE4Y WfTHIN 7HE DASHED BOUNDARY. SEE TOPMEW u m� a SHEETS I6-17 FOR THE ANCHOR O.C. SHEETS I6-17 FOR THE ANCHOR O.C. O 8'' DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE tJ o DIAMETER: ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY. SEE DIAMETER ANCHOR DIAMETER S U78'. PRODUCT REVISED SHEETS 16.17 FOR THE ANCHOR D.C. as complying with the. Florida DISTANCE MAXIMUPA ANCHOR HOLE 5.500' 5.000" NOIA-No. de 17-0630.01' CUT HERETO DIAMETER: ANCHOR DIAMETER +IN 6". 2000' 3.500"--{ CREATE F•CUP, r- _..I .375" rr I SFEDETALF, •375" - .375' Expiration Daf 5/26/2021 MIN. �-SHEE74 MIN. MIN. .375' EY ,-- -------------- _______ I I I I 1 I I I I I 1 1 I 1 I I I I I 1 I 1 I 1 6.000° -I-- T- --j- 4.688' t 5AW C +--------� ,2$0° I 1 1 111111f/ 1 I i 6.438' I 6.438' i .aaNY LYNN�� I � 1 I � � �'�'. ' y10ENSF ••• �l 2"MULL ON No. 58705 6083-T6 ALUM. I 1 1 X-SECTION 1 .375" _ I 1 I 1 ; 1 I I I L--------- MIN. 'Q STANDARD CLIP' ILCLIP 2X5 ANGLE CUP .250" e063-T6ALUM USED FOR -Th1ULLI0N.SHEE717 80TO YAM. �7I/NALIE�� TOP VIEW A. LYE hi1ILL�R, P.E. TOPVIEW - FL P.E.# 58705 ' Mull Dimension PGT Part (sheet#) # Mullion Std. Clip U-Clip Angle Clip 2°X4"X25"(16) B66D2 666261M 666271M 6665112M 2" X6" X.25"(17) 66604 666262M 666272M 6865113M EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-114°. THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF NO ANCHORS IN READ --- 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32°+32+1"=W. REFERENCING'SHEET 25, THE COLUMN USING ®o g RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-114"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 -SEE SEE FROM TABLE 3A, SHEET 7, THE 1" X 2.75-X.375° MULLION (LENGTH = 72°, OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+/-58.3 PSF AND MOULD FENESTRATON PRODUCES DETAILS, SHEETS NOT BE SUITABLE FOR THIS APPLICATION, a 'n APPROVAL 2� FROM TABLE 4A, SHEET 8, THE 1" X 2.76" X .650' MULLION (LENGTH = 72", OPENING WIDTH = 70°) HAS A DESIGN PRESSURE OF+A727 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE cz N 72- OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION LENGTH ^ •`(j 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CUP WITH (4) #12 ANCHORS AND THE 2X5 d. ANSEE y- ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. Z a4 0 DETAILS, 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL n SHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J /- 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. � IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-G0.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACRYOF 638 LBS. ALTERNATIVELY, WCO o0 0 N2OAN-GioRR IN filLl THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: &3 � 636 LBS (60 PSF) X = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48) ~ �•I 1--MULL WIDTH OPENING WIDTH 72.7 PSF Z g m s THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.3W. THE OPENING REQUIRES 14, DESIGN PRESSURE OF+SO.0%-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72-+V=105" AND THE OPENING WIDTH IS 36"+36'+1"=73". REFERENCING SHEET 25, Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8'AND WILL Vj s o i 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. EXAMPLE 2: MULTIPLE MULLIONS _ W d ' SEE DETAILS, FROM TABLE 3A, SHEET 7, THE 1 ' X 2.75"X.375' MULLION (LENGTH -106", OPENING WIDTH - 801 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS -Al 5.1 PSF Q' IYcO MULLWOTH SHEETS AND WOULD NOT BE SUITABLE FOR THIS APPLCATION. C 0 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 2 Z to FOR THE OPENING AND MAY BE USED IN THIS APPLICATION, NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. .s $0 3 FENEST�RATICN D jE-j-g. 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 �� PRODUCTS SHEETS-1 ASSUMED. VERIFY THAT THE DESIGN PRESSURE 15 STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN rl- r •-, r- 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE, IN THIS EXAMPLE, ASSUME THE POURED NOA-No.�� 17-0630.01 VER ICAL� I CONCRETE HEADER AND SILL ARE 8°WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE O', CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION ` -'� L 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 Expirolion Date O5/26(2021 LENGTH SEE DETAILS. SEE DETAILS. THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. g Y 8 sHEErs 2-0 OPENING SHEET3 FORTHE HORIZONTAL MULLIONS: rrtt W Miom -'T17 tlo Product Contro HEIGHT FORIL 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 K . MUu ILLON MULLION TYPE COULD BE CHOSEN. ui REFERENCING COLUMN USING TRAPEZOIDALlTRIANGULAR LOADING MAY BE 1)THE MULLION LENGTH IS 38' AND THE OPENING HEIGHT IS 32°+72•+2" =106°. SHEET 25, THE L�7 USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42% OPENING HEIGHT -1201 HAS A DESIGN PRESSURE OF +/--170.0 PSF WHICH EXCEEDS THE cc REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" d SHEETS WIDE IF THE MUWON CLIP WERE TO BE CENTERED WITHIN THE 6, CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CUPS WITH (4} 3l16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED LYNN,�� ANCHOR CAPACITY OF 521 LBS. 33-, HOE212, 38', NORIZ LENGTH L"OPENING 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 128 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 `� aoNY �� '' 1-\GENyFULLTHh1ULL WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW, No. 58705 FROM THE ABOVE STEPS. OUR MULUON DESIGN PRESSURE IS: _ +/.64.7 PSF FROM THE VERTICAL MULLION; I^ +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; N - (Z •(Vw` _ +/-170,0 PSF FROM THE 36-HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). ® I5+/-64.7 PSF WOULD APPLY TO ALL OF THE MULLIONS. i�,p'•, ATE F{ ' ..' �i '•.;�[ORIDP,,•' _ THE LOWEST DESIGN PRESSURE AND (� \C�� OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION 1 VERIFY THE DESIGN PRESSURE PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN a A. L{IIUILI��t, P.E. __ ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, - 0 FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: nw I Iffig/�,ll� ---- - LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED t F�ON LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALf RIANGULAR LOADING: an o N O N `mN U I— lyJ W W N a J m oB to VJ CO 3 Z m U i 6 I 1 �JJ I LOADING OF VERTICAL MULLION u Z. ca m aO O LU $ LOADING OF HORIZONTAL MULLION Q IL Z r' t` j ¢ N . PW � JS Z PW Of p Y Y D• � m0 m S. O D= / 4 PRODUCT REVISED as complyln with the Florida Building Code NOA-No. 17-0630.01 HR Expiration Onto 05/2612021 13 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MMULLIONa NOTES: Ml o Product Contro 1 1) DRAWINGS ARE Ti RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT NY LYNN"'',., """' • SE DETERMINED. USE RECTANGULAR LOADING.a �,tCENSF�C(� 3)SEE'PRODUCTS'APPROVAI FOR * NO. �' 58705 ACTUALANCHOR LOCATIONS. / 0, G, LOADING OF HORZONTAL P.E. MULLION - FL P.E.# 58705