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NOA - MULLION
M IAM I -DARE MIAMI-DADE COUNTY b PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy PGT Industries, Inc. SCANNED 1070 Technology Drive BY North Venice, FL 34275 St Lucie County SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall'not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to com IF i the Florida Building Code, including the High rricane one. DESCRIPTION: S ies "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I. APPROVAL DOCUME rawing Ne. 6300JFc,444:ed"iirrpact=R szs ant A uminum Tube Mullions", sheets 1 through 25 of 25, prepared by 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 -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes' shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT.: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. i NOA No. 17-0630.01 MiAM�•paoe couNTY Expiration Date: May 26, 2021 No Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision 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 under NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Srn Edition (2014) and with FBC 61" Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M. Plasencla, P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51h Edition (2014) and FBC-61h Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial 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 "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P,Fdduct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE [—GPENINGWIDTH /FOR VER1TICAAEL MU MULLIONS D SHELL-0 i 7!7 SEE DETAILS I! A THRUG: SI0_TS 2, 1\ _ \ 1 / VERT. MULL LENGTH L HORIZONTAL MULL LENGTH / SEE DETAILS A-D,G,H; SHEETS 2A HORIZONTAL — MULL LENGTH GENERAL NOTES: MULLION1) DETAJLS SHOWN ARE FOR THE ED FOR THE FEN STRATION PRODUCT IINSTALLATION. TYPICAL PLIICATOA N RE SHOWN. EACH SITUATION ON ORS SUN QUE AND RSHOULD BE EVALUATED ANCHORED PROPERLY TO TTALLER FOR THE BEST RANSFER LOADS AND ARE TO ETION METHOD, OPTIONAL 1X OR 2X WOOD BUCKS IF USED, DESIGNED BY OTHERS. E OF THE MULLED ITS. MULLIONS ARCHES TO BE 2) THEBED .I S�NUMBER �_ ppTINGANCHORS!AND DO NOT NEED TO BE DIS CRITICAL TO THE RECTLYATTACHEDC TO THE MULLION CLIPS,B SHALL INSCRIBED INSIDE HAVE RECTANGULAR NOT HAVE A GAP OF MORE THAN 114' FROM THE CLIP. SHAPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING lb THE REQUIRED MTHIS ANCHOR EVALUATION. TSIGN PRESSURE MULLIONS HEDEFLECT CALCULATED TO 1.6 LOAD DURATIONACTOR WAS USED OR THE EVALUAT ON OF WOOD SCREWS. USED 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 SEE DSTAILs ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET24. FOR MULTIPLE UNITS, CONSIDER ATHRUG; ONLYTWO ADJACENT UNITS AT A TIME WHEN USINGTHEDESIGN PRESSURE AND ANCHORAGE TABLES. THE. LOWEST DESIGN / SHEETS24 PRESSURE OF MULTIPLE MULLIONS ORFENESTRATION PRODUCTS SHALLAPPLY. OPENING HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUNDUP TO THE NEXT SIZESHOWN ON THE TABLE(5). FOR HORIZONTAL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST SEEDETAILB.MULL CTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRU SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S PRODUCTSMAY CBE OF ANY TYPE 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE SEDWIFLORIDA BUILDING MUSTBE CODE, AND ARE APPROVED FOR IMPACT AND NOWIMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USEn WIT MANUFACTURED BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ QUANTITYF UNITS WITHIN A MULTIPLE MULLED EACH INDIVIDUAL MULLION COMPLIES WITH L Y IS UNLIMITEOPROVIDED THAT ESPAN AND OPENING THE REQUIREMENTS OF THIS NOA. NULL 1—OPENING WIDTH—I—HORIZ MULL LENGTH-j —I LENGTH r p P OPENING. ULL H Z p y ULLL' HBGM � L M L i' P � LENGTH IL OPENING WDTH SINGLE MULLION SINGLE MULLION �FOR11HTMALMULL OPENING WIDTH FOR VERTICALMULL '1 SEE CORRESPONDING DET MULTIPLE MULLIONS FROM FIGURE 1 ABOVE CODES / STANDARDS USED: .2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ANSVAFBPA NOS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL. ADM-2016 •AISI S100-12 -AISC 360-10 GENERAL NOTES _....... _...._..._. 1 INSTRUCTIONS.................. _--.-.-1 ELEVATIONS ... ............ ........ ...-.. 1 MULL TO 2X WOOD ........ -............ 2 MULL TO 1X 5 MASONRY-_..._. 2 INSTALLATION NOTES........_._._.. 2 MULLTO MASONRY_.._...._...._..... 3 MULL TO STEEL STUD-__.._....... 3 MULL TO MULL _............ ........ -.-. 3 ALTERNATATE CLIPS _... _....... .-.4 BAY MULL BJSTALLA nON._.__._.4 1 X 2 X .125 MULL SPECS_ _...... _ 5 1 X 2 X .375 MULL SPECS ... _.._.....6 1 X275 X .375 MULL SPECS........_7 1 X 2.75 X .65 MULL SPECS ............ 8 1 X 3.125 X 500 MULL SPECS........9 1 X 4 X.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._-13 125 X 325 X.624 MULL SPECS__14 125 X 3.94 X.624 MULL SPECS_._ 15 2 X 4 X .25 MULL SPECS---.---• 16 2 X B X .26 MULL SPECS......_.._... 17 128 X 211 X .125 MULL SPECS_. 18 30' X 325 BAY MULL SPECS....__, 19 45' X 325 BAY MULL SPECS......... 20 MULLION 3 CUP DIMENSIONS.._., 21-23 EXAMPLES 1 82........ .... _........ _.24 LOADING EXAMPLES_..._..._..__..25 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH, 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR' OR "TRIANGULAR/TRAPEZOIDAL'. 4) FIND THE CHOSEN MULLION'S MULLION CAPAGTY (LBFT') S/FROM TABLES 1A THROUGH 16A, ON SHEETS 6 THROUGH 20 RESPECTIVELY, USING THE MUWO EN TYPE, LENGTH AND OPING WIDTH R HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).7HE MULLION CAPACITY (LBSIFT'I OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LSSIFT') FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBSI. 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(LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBSIFT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/Frt FOR THE OPENIYOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS NG, VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBSIM) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSIFf') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIREMULLED FENESTRATION PRO DUCT 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 ca 1 ing with the Florida Building Cod¢ NOA-No. 17-0630.01 Expiration Date 05/26/2021 .......... . N����7'� * ft'� No. 587050TE O I ' ((/zu- ZONAL A. LYIGfJMIIItsffF i)`E. FL P.E.S 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARDO OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. 1 MULLION I I I SEE SHEETS IT 9 21-23 FOR Hd_E I LOCATIONS EDGE o DISTANCE I I FOR WOOD SCREWS A60'MAXFOR s ALL MULLIONS Q o ed G EXTER ed n e\ a TYP.ANCHCR PERSUBSTRA TYP.ANGNOR SEE 1 PER SUBSTRATE. ED(iElEND �EDGEfF D SEE TABLES 1&t8B DISTANCE SEETABLES 1 Bd 3B 9UC I NDRP AND ' ATTACHMEM' BYOTHERS. ' SEE NOTE I, SHEET 1. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOW ING 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 114" S.S. AGGREGATOR MASONRY ANCHORS DETAIL B; MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) e a e Ae aQ a de e' EXTERIOR EDGE DISTANCE FCR MASONRY THE OFFSET CUP IS ANCHORS RECOMMENDEDPOR FlN-FRAMID WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. l, �y MULLION BUCKSTRIP TYP. ANCHOR eZ' AND PERSUBSTRATE, ATTACHMENT SEE SEE TABLES 1B-13B BY OTHERS, nI SEE NOTE 1. () SHEET t. O Y N m Ii O w i I I MIN 2.7 KSI EDGE W is I I CONCRETE OR CMU' pISTANCE, W J I SEE SEE TABLES EDGE DISTANCE 1B-13B 2 D_' E I e FORMASONRY 0 ANCHORS m a O SIDE VIEW 5 Z e EITHERTHE STANDARD OR Z OFFSET MULL Z da CLIPMAYSE w ; 'S INSTALLEDBY Na e THIS METHOD. Q z Z z a o1 00 TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B BUCKSTRIP AND ATTACHMENT T BYOTHERS. EMBEDMENTi. `• - SEENOTE I. e, �•• h .. SHEET 1. MN 2.7 KSI CONCRETE OR CMU , FRONT VIEW S W 4 I ® TrA Z Y co 1 ' as ZOO O 1 U 8 A o ¢I PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0630.01 Expiration Oats OS12612021 LYNN _ *: No.58705jr z- *= 0— Y S ' A. LYNI1 IS WIVER `P.E. FL P.E.# 58705 DETAIL E: w� o — 1xsMN. MULLION TO MULLIONS $_ Y DETAIL C: INTERSECTION NOTES: o� d a MULLION DIRECTLY ATTACHED TO (U-CLIP) IN MAY BE INSTALLED IN'TEE OR 'CROSS- o ,-MULLION MASONRY STRUCTURE INTERSECTIONS. 0 (STANDARD CLIP SHOWN) �z y " VARIES 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. N 1 TYP. ANCHOR C..) 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 S ERHER THIS I 1 PER TABLESSUBSTRATE. FOR CLORRESPONDING MULLION. tLu Im W SEE TABLES 10-138 OFFSETM MULL i i TOP VIEW ULUON wCUPMAYBE I I EOGEDISTANCE I%) INSTALLED BV I� I' FOR MASONRY VARIES-F•--iTHIS METHOD. I ANCHORS I N125TEEL SCREWS, yct�a3SELF-0RWNG OR PRE-DRLL g�MUWONANDUSESM93m 00 D m 1h W z UJ `j MULLION Q 1— O Z EXTERIOR 4` 8 z U m = THE OFFSET CLP IS Z S(� EDGE DISTANCE ° RECOMbENOED FOR N .�' FOR MASONRY < FIN-FRAI+ED LINTERSECNON F '�0 ANCHORS WINDOWS, BUT MAY LIT 1- & �i adz ALSO BE USED EXTERIOR Q Z r a e OTHER FRAME TYPES, p Q W o i Z Z _ TYP. ANCHOR G 4 L9 Ia-' Z cc) .,LO PERSUBSTRATE, Q SEE SHEETS 21-23 FOR 2 U) 1—' u080 SEE TABLES TYP. ANCHOR HOLE LOCATIONS in _j / PER SUBSTRATE, o BUCKSTRIP SEE TABLES STRAT , EDGE W J oY `L AND FRONT VIEW DISTANCE ® FF_ co U) ATTACHMENT SEE TABLES = C~.) t/7 Q By OTHERS. 1B-133 C7 Q Z Z O 0 SEE NOTE I. i EL m0 TO NBFDMEM '.• SHEET1. �! EDGE y Q oa .'�sltETneLes SIDE VIEW o F� MIN 27 KS CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CAN 1B•1313 DETAIL D: PRODUCT REVISED FRONT VIEW SIDE VIEW MULLION ATTACHED TO as comptymg with the Florida 13USTEEL STUD NDA_ o lode 17-0630.01 NOA-No. (STANDARD CLIP SHOWN) Expiration Date 05126/2021 , —STRUCTURE INSTALLATION NOTES: .11 TYP. ANCHOR Mlaml-D a Produet Control 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PER SUBSTRATE, I" SEE TABLES 1B-138 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS 21-23 FOR ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE yq�CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE LOCATIONS FOLLOWING SHEETS. FOR DETA(LSA-D, EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. `3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET.ANCIE 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED STEELSTUDS THINNER THAN SEETABLESELCO ULTRACON OR ELC01/4•S.S. AGGREGATOR MASONRYANCHORS. GAAND coMPLIANTWRH THE FL BUILDING1B-13BFRONT VIEW ODE, A x7C WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. No.58705 EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW.. NOTES:_- 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD F f •• �� ANCHOR VALUES MAY BE USED. '��,�. •',. ` TATE (V�\ 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. FL P.EI. 58705 on DETAIL F: DETAIL G: DETAIL H: d FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) Hk�y3 o r oz u SEEDETAILSA43, 30'OR 45' n SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TOSPECIPIC SUBSTRATES. 04 —MULLION 5 U O co �rc W W O O O O O O tv";w - O w o Ul CD SIDE VIEW ED TOP VIEW i M U.]SHOWNWITH i'XVX.126'. I I I I F Z� 0 MULLION i TYP.ANCHOR O m Q EXTERIOR I I /PER SUBSTRATE, U g = / SEE TABLES 15B OR I6B g CIE g O I TYP.ANCHOR I I EXTERIOR J Fw ¢Z STANDARD MULLION CLIP I PER SUBSTRATE, ,.L MODIFIED TO FIT FIELD SEETABLES IB-14B `a' I i j �j F Z r cam.. CONDITIONS. 'I 1 2'X6'ANSLECLIP, Z Q 01 m I i 1 I I 2 PER MULLION END, MUST BE Q Q Z N INSTALLED INSIDE OF BAY MULL. p m CIO INSTALLED Ia INTO WOOD, STEEL, STANDARD CLIP TO BE ALUM, CMU OR MASONRY MODIFIED INfIEID. EXTERIOR EDGE D STANCE PERANCHOR NOTES FOR INSTALLATION OPTIONS F. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11' X .126' 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. INSIDE OF MULL 2 > €� 9 B' ?' PRODUCT REVISED as comp)yyinyy with the Florida Building Cotle NOA-No. 17-0630.01 INTO WOOD. STEEL, ALUM Expiration Date 05/26/2021 ORMASONRY EXTERIOR O 1 By y N Mluml-D� r Product Central 1 EDGE O DISTANCE Z PER 1 ANCHOR yj i i I i O NOTES FOR INSTALLATION OPTION G & H: ,,`aONY•�YNN4;,,�i� 1) USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G; SEE TABLES 1BA4B FORANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE * ;• No.58705 •� LOCATIONS.— o '•CAL. J } 3) DETAIL H: SEE TABLES 158 OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE � Q '• ATE A T ' ��. © T '•, LOCATIONS. �' %C�tS ''•F�ORIOP,.••'•�C��� a A. L'SWN11WDiL , P.E. 0 FL F.E.# 58705 TABLE 1A Mullion Capacl Table ba1R Opening Width (fir verlicaQysparvirlg m110iore) orOpening Height (for ho1izorrfatfsparinirg mullions) 160 to 501n fi01n 70 Ingp in as In 1001n 1201n 140 In Recwigumr Tr pRnenO• Rectarreuiar TmpRrlan9. Rectangular Tiapf(dang. Reetengamr TrapRiFane. Rectanguar TrzplTdan9. Rctanguler Trapntlaig. Rectsr6uror TapRdan9- Rectangular TrePRdm+9. Raeten9ular TrLoa ingg. 1%2%.125 .loader¢ 1-uI m-WeLf Lnadng Loa6nB LnadN Laadhg Loading Loadng Loadn9 Long Loadng Loafing Lnadn9 Loading LOadTn9 Lnading Loading r a a a &_ ?_ r P F r z a r z £ ? m Alum. Tube �• y g a t ^ a• -. _ �. �. Mullion �E _' Ise tnA .� g`` eg =g� 62In 151.9 408 129.5 372 95.2 408 115.5 325 79.9 406 107.11 32i 69.9 408 1%4 319 6L1 408 . 104.0 319 55.9 408 104.0 719 46.6 408 104.0 319 39.9 408 f04.0 319 35.0 408 I04A 719 48 in 74.9 312 a" 258 624 312 T3.4 252 53.5 312 67.0 248 46.8 312 632 246 4-312 61.3 244 37.6 N2 61.0 2a4 J12 312 61.0 244 �.8 312 61.0 244 23.4 312 b1.0 244 50.6251n 6i.9 281 70.6 234 (i3.2 281 65,5 T18 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 60"1 220 31.9 285 49.3 219 Zfi.fi 261 49.3 219 228 281 49,3 2t8 20.0 281 49.3 219 .6a64 In 63.9 247 57.5 234 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 199 29.2 247 38,4 194 Zfi.3 247 364 593 21.8 247 38.1 193 18.8 247 38.1 193 16.4 247 38.1 59] c 60 in 364 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 l63 24.0 200 26,9 160 21.3 210 27.1 159 192 200 219 157 16.0 200 2i0 SSB J 63 in J3.1 181 35.3 155 27.fi 1a1 30.3 152 237 i61 26.9 149 R1,7 /81 24A 148 18.4 161 22.8 144 16.8 181 21.7 S+1 a 661n 2se 165 30.6 142 24.0 165 261 139 20.8 186 27.1 138 10.0 165 21.0 134 72 Ln 222 139 233 120 16.6 139 is. 9 1is 15.9 139 17.5 116 761n M16.9 125 19.T 109 16.7 125 111.8 ta7 ANCHOR K z FORMULA: ~Un' NCHORCAP.- r IE°ANCHOR ENDING TO AN = T FOR THE O N THE MULLION y THE SELECTED N ANCHOR O O 0J 4An.Wa®3"h9n O.C./(2) 2[5 Angle Clip-I(Fg. 3k 7631a9 ItW nn 2 AncboB®0.45"Min.O.C./u-Cllp.lnm.i2SAI-.(Fg.4k WA WA WA WA WA WA NIA WA NfA WA NIA WA A ADDITIONAL ANCHOR OPTIONS FROM THE AN -8227ba f351b4 140 It s 1771hs 3701bs 10716- 3321ba 473 tba 1700s 221 ]!a 280@s ANCHOR CAPACITY TABLE PRODUCT REVISED complying with the Florida 1 Ancnor/F p(Fg. 5k 1951bs 795roa 2251bs 445 IlD 2Ancaoia 1.15' Min. O.C' FGip (Fg. fik 2401bs 350 roa WA WAS WA WA 190 ma WA NIA N/A WA WA 317 0z5 412 Iba 5801ba Building Code 11 NOA-N0. 17-0630.01 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - , F-3epiration Date 05/2612U21 9y _ Miami-O Product Gontro FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.j-- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ' FIGURE 3: MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2Ap0" F3) ® • • HOLES TO BE DRILLED IN THE FIELD FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.L ANGLE CLIP MUST BE USED IN PAIRS. ROUT 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND SURE-TREATED CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED �'� ,•" ViCENSF'-. ��� Q•; •,. P FIGURE 4: FIGURE 5: FIGURE 6: jj( CONCRETE BLOCK UNIT (CMU) SHALL YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND 11 X 2' X.125° MULLION No. 587D5 �• ;�,7 ®• I��jjl I��- ® I I I I f LEAST .125" THICKAND A36. ALL ANCHORS INTO THE MATERIAL. #10 & 912 ANCHORS INTO WOOD MAY BE STEEL, 10.8 S.S. OR 410 S.S. STATE 4i �•' F (V�` AL EN•``,` A. L�fF1Nf mar:, P.E. •+ FL P.E.# 68705 FIGURE 1: FIGURE 2 TABLE NOTES: ® 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, 1 D00" j— ® ' 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. FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' a375'_T ® HOLES TO BE DRILLED IN THE FIELD FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, LANGLE CLIP MUST BE USED IN PAIRS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED CONCRETE BLOCK UNIT (CMU) SHALL WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" 2'X.375" MULLION FIGURE 4: ®• FIGURES: FIGURE 6: YELLOW SOUTHERN PINE THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1•X o LU x x Y U Q r ¢ Z O cn PRODUCT REVISED B Godecomplying with the Florida g NOA-N NOA-Ne. 17-0630.01 Expiration Date 05/2612021 Y L T ININ 4fl"I �• No. 58705 101YACE I," i � �s ' •-;tZ GRID %`. •'' G\? � 11 �c SLY" 61" INP.E. FL P.E.# 58705 TABLE 3A - Mullion CapaeMy Table (ibsJR2) Opening Width(tor Berld 5y-spenl9rg mullior>s)or Opening HeIgM(for hodznntaly-BparW11g mulfiors) m Tre(JTnang. Redangutar 701n 11apITDeig. Rectangular go TraplTteng, Recbngular 901 TraprtOeng. Rectangl0ar 1DD N TrapRrlang, RecfengUar 1201n Treprtdm9• Loadn9 ReeM..rigumr Lmdng 1401n Trap701eng. Leafing Rectangular Laedrg 1601n TlLoed Loafing g. SO to Redangdar 90 1%2.T5% Alum. Recmnytar boding TrzplTrierig. l.oadn9 Lmdng Loafing Loafing Loadng L-bg a• Leadlrg Lcddrg Loafing Loadn9 Loading _ Laad.9 �• n.- es .. .375 Tube gc m �., oa L� .� a '�^ �$ w TM-911 B �'� n`�• u_v u o°_ SE csv u_ uo 1�_a ^Mullion fi� ii� €9� �� �• $�_ g�`¢, 5 arc. y`u. �� d is arc f�. d`8 f�� s€ �z E8 ¢rc s 3x 170.0 820 170.0 435 170.0 arc 744 170.0 170.0 478 584 170.0 770.0 8B8 992 17aD 17Q0 506 639 170.0 770.0 992 1133 170.0 170.0 519 6B1 170.0 tS1.8 1116 1139 170,0 170.0 67.1 677 1T0.0 135.6 1240 1138 170.0 170.P 521 6B0 148.7 113.8 1301 1439 170.D 170.0 511 680 127.5 97.fi 1301 f139 170.0 170.0 521 680 511.5 85.4 1391 t139 1T0.0 1TDD 521 630 42N 48 in 170.0 708 179.0 524 170.o B50 170.0 631 1673 1032 170.0 6B4 148.8 7032 1T0.0 723 130.5 1032 1T0.0 747 117.4 1D32 170,D 756 97.9 1032 170.0 768 83.9 1W2 170,0 756 73.4 1032 170.0 75E 50.fi25N 170.0 747 170.0 563 170.0 898 S07 Tag 120.9 907 1525 720 107.5 907 145.0 714 J%.8 907 141.1 710 80.5 [ro7 140A T08 69.1 907 140.D 709 60.6 907 140.0 709 541n 170,0 797 170.0 612 181,3 907 170.0 695 130.2 164.7 735 95.1 678 58.8 735 9f.8 S74 50.4 7J5 81.8 574 44.1 735 91.8 574 60 N tbt.i 735 151.6 625 117.8 775 130.3 fill 100.8 7J5 116.0 599 882 735 1082 591 78.4 735 99.6 583 70.5 S21 93.6 fi6B 75.8 521 38.t 668 75,8 521 657 87.0 666 88.9 i47 762 66fi 90.1 53B 67.7 66B 83.9 531 60.9 666 79.8 526 50.8 686 607 75.8 G3A 476 37.9 6D7 62.7 474 33.1 807 62.7 474 63 N 121.9 66fi 530.0 570 101.6 669 111.5 irm %.1 511 75.7 607 85.0 501 6B2 607 77.1 493 58.9 607 71.5 -086 13,0 607 67.6 50.0 481 408 442 74.0 510 45.9 402 292 510 44.4 399 25.5 610 44.3 399 651n tOfi.O 607 1124 522 88.3 607 c j 72 in 81.6 510 05.8 443 65.0 516 73.0 134 58.3 10 64.3 a28 51.0 510 57.9 410 4fi.d 386 510 458 57.3 44.6 613 373 40.8 34.7 51D 458 41.6 368 283 458 37.7 382 ZA.B 45B 36.0 359 27.7 43S 35.7 758 701n 69A 458 725 400 ST.B 458 61.7 392 49.6 458 54.1 385 43.4 450 IB.fi 378 435 381 351 28.8 435 34.4 744 229 435 32.6 341 26.1 435 322 340 435 67.0 301 53.5 435 56,8 373 45.9 435 48.8 366 40.1 435 {4.7 360 35.7 435 327 40,9 25.7 355 91 32.1 29.9 327 23.T 268 17.4 J27 21.0 2fi2 14.9 327 18.3 258 781n 642 (ION 41.8 327 43.f 290 34.H 327 3fl4 265 29.9 327 31.8 2eD 2fl1 327 28.3 275 232 17.2 207 19.3 237 14.4 2B7 18.9 232 96 in 34.4 287 35A 257 28.7 287 2A9 252 76.6 287 20.0 249 21.5 287 29.1 24{ 19.1 287 20.9 240 108In 242 227 24.7 205 20.2 227 20.8 201 17.3 227 Ill-0 198 15.1 227 tfl0 1S5 In 22? 275 227 194 I116 215 19.1 191 15.9 215 16.6 188 t 11 I'm in 17.6 184 17.9 167 TABLE 3B Anchor Ca aci Table Ebs 2 7% Conerele 3 5t cane. Hollow CMU 114" S5 EICD 5I1C Elco 14' &S F.I PT 1/d• SS Elco p10 Steel W 91 iL12 6feN MeW 2 steel Rt2 Steel : TWO.. Ultnt- 1/4° Elco Ul- S116' Elco Ul9acon WI6" Elco ultra... 1/4- Elc. Me.- A99MGMor UI12Pm A!Wr GtWl a-(G5) Screw(G5) Screw(G5) =A.h. An 1' 2-trY 3.7/8° 1' 2-12' t' 2-7/2' T 3-118° 2 048' 054° 0.3Z4" 1' &tl2" Y3f4' T 1.1W 1-114'1-1l4' 17/4• 1-1/4" 2' 1-3/e• 1318" teDPs k O.C./Stan9ad M05s.t Gip lFlg, lk 1.T/4' 1-314" 390 lb, 390 hs 1-3M° 4501bs 890 bs tYA401s T701bs 200 Ws 3541bs 7401bs 3741bs 6641h- WA 94'o Ib- 3411bs WA 8821bs 44Z Ibs BBS Ibe S120 s 112016- 2An.h.m®4.75"Mtt 4 AncboR ®1.15° MN. O.G /Standard (wOt1;eU Clip (Fig- 2k 490 ms 700 bs NIA WA WA WA 3B0Ibs WA NIA 7E0Ibs WA 748 @s BBO lb. 18921bs 6821bs 8891bs 11201bs 4 Ancb.rs C 3- Min. O.C. 1 a) N5 Agla Clip- I (Fig. 3k 780 3s 760 bs E80lbs 15601h5 18961b9 5401bs 56016s WA WA WA WA NIA WA WA 775 Ibs 2 A1Ch.r g OAS' N A O.C.1 U-P, rota A25' Abm- (Fig, 4k WA WA NIA NIA NIA WA NIA f401W WA 1771lu 3701be iBl lb. 33215s 473 bs Ibs 221 Ibs 280 Ibs 7 M -, FCBp (Ffg 51: 195 a. 195Ibs 2251bs 9a51bs 822Ibs iJ5 ass WA NIA NIA1'34NWa"^ mi 4421W 5601bs 2M.hors@Mw MM O.CI F-CIIP lF10. 6): 24o bs 750 bs WA •^^d'A WA WA 1901ba WA NOTE: FORTHE OFF5ET CLIP, Ube I ne aww c'.w.,u.. • •• •--• •-• - -- -- - -- FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USE W PAIRS. FIGURE 4: FIGURE 5: FIGURE6: M1*6 ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP„mjX ANCHOR CAP.,"dr",,, ANCHOR CAP.- `MULLION CAP.,,Q,ra,a� USE THIS FORMULATO 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 AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 27.23_ FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. NFORM TO ACI 301 CONCRETE BLOCK NCRETE SHALL UNIT N T (CMU) SHALL CONFORM SPECIFICATIONS. ONFORM TO ASTM 0-90.WOOD SHALL BE P PRESSURE -TREATED REATEDE YELLOW SOUTHERN PINE W ITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK- STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8,412 ANCHORS INTO WOOD MAYBE STEEL, 18-8S.S. OR410 S.S. r K K 2 X. � N � r [a Y • ® N (n F X G p ¢ O f Zmow O F S m o ff¢ PRODUCT REVISED as complying with the Florida Building Code HOA-No. 17-0630.01 E14piratlon Oate05126/2021 By Miami-Oa� roduct Control _ i111111lI/r! ............ Vic No. * ; No. 58705 A. It-LER, P.E. FL P.E.# 58705 TABLE 4A ' Ilion Ca aeity Tab[* bsMt2 1 x 2.16 R .650 Atom. Tube 42N 48 in 50.825In SIN 80 in 63 in S8 N Rttfan�� l.wcin9 50 in TreplTtlan9• 1-aedn0 Reetanedar Loadn9 �N T2pRdang. t.wdn9 6a 478 584 631 691 761 594 83fi 510 488 465 3.8 3 44 RaclangNa Loadn9 >, 5 170.0 170.0 170.0 170.0 125.5 106.5 84.3 72.7 et. 57.1 30.7 70 z a a 86B 9B2 Iola 1116 915 030 757 636 571 5{2 358 Opening in hapll)iarg. Woing �• o E, 170.0 170.0 170,0 170.0 144.5 123.2 1059 BO-1 87.4 62.1 32.4 Width _ o og z 509 630 04 753 748 68 fi7A 530 479 456 309 (far Recta Loedm n 170.0 170.0 170.0 150.7 94.0 801n z 8no Rla�& o a 992 1133 1195 1 330 SM - TrapRdana Loedn9 a o 170A 170.0 170.0 170.0 3 11 06.t 72.2 B04 ..2 20.3 arcarg u a 519 661 723 $03 733 670 etb 521WS 304 nn8lions) Reclan9War Lwdin9 z•.., o 170.0 170.0 1628 133.9 97.8 84A 73A 23.8 orOpening so a� ci 1116 7275 12. 1130 915 830 757 U36 756 In Trap7Trlen9• Loadn9 r a ci 170.0 170.0 28.1 Haight z a� r;% 521 677 7 8 2 6 4 300 (for Lwd a o ReelanT�4'71. 170.0 170.0 An,7L167 146.7 120.8 67.9 75.9 86.0 50.9 43.2 40.0 Z6.0 2f.5 horirordelly 100 1286 1130 915 830 757 836 5T1 512 407 35B N IX0 170A 118.5 88�4 N2 B2.3 6t.6 47.5 28.6 24.p 517arlrlin9 Eng a 521 680 766 865 720114.4 65668N fi00721n 508761n 459781n 437 336270472429S5 286 mutiOrl6) R a a `'�Sc 17RD 141.7 17A 1201n 81a �� 1488 1417 358 Tra�a 170.0 170.0 21.0 90 521 680 269 Pam R 158.7 1215 i5.3 1401n 9 r 1820 1417 356 T LwMa g 170.0 170.0 179.0 170.0 .1 192 89• o L'f;� 521 680 758 881 715 Faect 138E 706.3 91.{ 75,3 1601n 91ar eon 1620 1417 1286 1130 hr 170.0 1T0.0 170.0 170.0 0 e9- 521 fi80 758 861 -c ,$ 170.0 a 670 a �' 170.0 o., oa 415 '170.D rBa8 oe^ ll1 744 ga 170.0 170.0 170.0 1_ 708 170.0 524 170.0 850 170.0 747 170.0 563 170.0 898 170A 170.001W5 151.8 1321 101.7 7B7 830 T57 87fi 170.0 161.9 140.0 10B,8 612 710 650 552 170.0 126.5 7100 81.6 72.1 95B 015 830 757 836 571 170.0 182.3 138.9 119.8 91,0 76.8 54.9 815 114.4 715 B25 63.8 54.1 60.0 26.8 7 678 571 542 358 322 284 86.5 5710.4/98 800 521 428 542 407 368 63.4 53.7 41.1 474 361 220 66.7 43.4 35.8 542 407 3 88 70.8 45.4 372 16.9 407 23.0 310 Nsh 3D.1 283 30.8 256 25.1 283 219 251 21.5 283 22.5 247 18.8 283 f9.9 2d4 18.7 283 18,0 240 15A 283 165 23T Ill In 27.8 267 23.3 242 23.1 297 23.E 233 18-B 257 20.6 235 17.3 %7 183 231 15.4 2BT 16.5 22B 120In 22A 229 223 209 16.7 220 18.8 ES 16.7 229 162 202 nmr.Hr)R CAPACITY ADJUS 4B sampan: 5118"Eloo 1/4'BS Eko Slt6'Elco ild"S9 Elco #70 Sied #1231ae1 1 t A.hrType: 3116'Eko Ulwccn 114-EIn UNacan UUaam 3118'E1co NVacon 114'Ebo llllracal A09ra0aW ultmcon A9preGakr Scrax(G5) S9_ IG5) S.-(G5 Anchor Clip Patterns 1 21/2 1 21Q1 048 05/ 0324 RE: FOR THE OFFSET CLIP, USETHE SAME ANCHOR PATTERN AND ANCHOR VAL F URE2 KFIG1: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS, FIGURE4: FIGURES: FIGURE 6: ®;fig 0 �2 U a N 0 XX b°o l�sOf W n (DP)X( MULLION CAPANCHOR =ANCHOR CAP..e \.,,„.,,,,,/ ) USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUALPRESSURE REQUIREMENT F-ORTHE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILLYIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE AS THE STANDARD CLIP. C-D CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET24. TABLE NOTES: `�„r I/ /h f Z/ 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TA�LS>AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-9D. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL SE 6063-T5 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, 18-8 S.S. OR 410 S.S. V X 2.75' X .550' MULLION ® F U X t7 a. Z 2 0. o m a g: - �m 8 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0630.01 Expiration Date 05/26/2021 t t111111!/! a•'L,ICENS, * : No.58705 la pO�q'. ATE O (V�: �''74rs7/0NAL A. LY4 MILLER, P.E. FL P.E.# 58705 c m • p m p O m A w � z m 0 Z IS (i1 C m G) m • O v q O • v m cm x N a m m � m m c z m p m > • • • ® A p • z 3 DNi�rp?m ANc Z =m m in1� yN N OO 7.1 m xm O �pp C 7:mm n W ZmZZ r 5 AZN ND OZ-I ,ZO7 2 Nm OZz _ O Z1 01'p m C =P3scm m—a m 0 pg g Uo No N r Jp2 OCNrO `2 X'nZ DFO O�Gp100Z t� c be OND•u�iOA mom r bz ° zoO.EHH,xzz zoo <zc°��m ypi � p�.. N= A$ co ZO N m D �DD'=N= i�'D zZm O N rrxng0 O V N d,�-�mOon NAmx � O 'Icw NN �O q '0 c N m Z� Or �� m A N-INomE- =N z .ny.mA oz > o Ali D c7J 3 s p 2 r c� p m Z nl Z � m0 " Nilll mr �N �ompa w� z O m G) o> D;c�. y , r J z r ZO•'��y� t,0 G'..0 D inm• mar 9m o h:�' yyyyyll n* 1���� Z mo9 v 0 5.1e zs3o o P'09G COPYRIGHT ®2017 PGT INDUSTRIES, INC. AMRIGHTS RESERVED m° O I1e IMPACT -RESISTANT ALUMINUM TUBE MULLIONS 0 � ?.� Oesmiylion: N �C 1X3.125X.5MULLSPECS N o gy sert : S.I. °" "°�°' 6300JR 9f m w m m NIA NIA N O D.- °Y. Date: Giecked By: Dote: Re•. N c y J ROSOWSKI 08129/11 m n'�BY;o.vnicv� De1nard[1y47 nn i,l-anNI:FC THIR SHFFI �V M.E. omve N. M.E. R JI7T5 (941) 480-16170 # -Z C ~O" 2` rDr NCO-C.IZC OmC 2 mm m z�mx°m ,Ojymr m �^ a>ozm-N;y0+ 9mmo 3. amr1j o rm V On pi Om D 1 Tm (m!1 zzDm°.9m "'I03 C) �Z9 T L70 OxZ_ g°R=zz Xmp zx cNn'Dgp RTO 0 Al ozOZ�� Dmz z rp] >OXMM. rTr 0, m zn m�mmViD worm yo mDal".i�xr rp2 m r-m N O z mT�°�o� 0cziZ c zc a 3-Zrl° OOD r 3N z3 NZ om �OOT.Z�zo yOD z~O 9 � y ',cNii �.�j cDCi N m 4 m x Z Nor gr ci°� m N n�yNyOD OrrxR�alI m RpjCZO � yD � 0. �,•t .°.ImNZ m� � N wRI�T ° ZO D O 0cm�D mz 0 � 1- N Z m N O z OOcO tnm * .D.l �n Nrmn - z m DCi 9;0m cc tim m OZ Tor, ° rc:1 Nw g c=P 10 w aF om �^ �N D IN n mr m ® 99O � o W p@13 N v ? ? -- ®®'7 u 4 3 �i aTi n®noo n • P. 5 0 0�� aD o o m ID v o 21 m a I Q a B B an an S qq_ Y ° ffi h� gCc� )r ' 50 a>°'SD N qPi� 2 n j a a n a y 14 J m c £$ "0 a 3 S w Y w' a NNE z z z a N $ a a a a n f IT m g o S S G S p D a e Zvi or ffysf9 1:9 . YnNz'wJ' HdNv'Z"m Em Or F 7�• e "'O Doty go m� g c Ca o� X � 1 N N loaall�o-�'''�%, \� o D'A %•� � 1-1 C9 Mull Length Aahan ym p� a X 1 r ! o m S o S p _ _ _ 5 paciryp.ft p e 9orb" m ba) paNNaPdN FAmhC.PcItY o'Obs) e > in a m a }R I.f .wi '," iv is e c o o S o e MuRon Capacity Obs/R2) A $ VIM yy e 7R g $i p� 3i Amhm Cepaclly Required Oa) m C a S w m a o, gg Mallon Capoaty a 6 N p o OW� A� yy yy ffi121 ' Anchor Capacity Required (Iba) is 0 o MNVon Cwaclty G o o Oha/frz) 8 Anchor CapaattY Required jam) 0 mo N '' in o _ m _ o .. Malian Capacity Oba/� � i.@ d o m e @@ R$ i o RequQ Pal � " � g � a- m e S E da),,,Pd"+sm� L�c pe HYba) u ^- Manors Capacity a R 3 € y e Obalri2) 8 m $, R e S W E5 Anahorcapacny Req�aed Pda) ° Q o m m 'n'+ gig N+ o m ~ o c Mallon Capechy Ohalh7j E;3 ' v a �a ewe ^r N o b .Anchor CaPehy S a rc �+ J ,% .w"'. N b.. w- S 7 V. 1 Requbed Obs) m ayy �4 M�rApa by C ym Oki ONTO a A m u '6 RMuhired 0.1 t 9 ? b fie Yo N g afi.n`�P"ty P. Iyyv iv e o o tI 'w u� 'm" is °d Anch.Capeoity m 9 m V N ,7 .�10• Required Oba) Muhian Capacity gg - AnaMr Capaahy = I ° c og b Own RegquuhdmW c(�)N a 9 a ti ffi imr Capcity . in $ /R2J a a N u v tl hnr CepneitywEI� quired Obs) GN s e is$ m ao, 29m Cep.ftys/112) $ �i + o� C pg�� m I �caPmy s � � S7chorcapaaity T wquted Ohs)13 le°n Capeddysllyelochor 6quired Capcityan Ols) Da°�ooa°c o ZOD CDmOD,b fn 'O AOTrvm m g O-nOnz�ox X z0 �{U1 r�DD b�aT�mAO c z DPi �`-'OmmO1 r = �o�5z-+mms oz I MO O yO{O-ql- 00 V mpc3��p�We Z mz mmFmi rnZ e m NO3O�imv� ..I. � po�>yPz zm �o gpC m=�py 2 D y�=mmA�Zjn O c m�znCmg= � 5 m pzz i 9 QC° a40O � zd30 y °ate -1 Im i � p O y �i C N m oc m� N O 3 � a m COPYRIGHT0 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED 1 N. 7ECC& Fl.Cy 275 N. yFlY10E FL J4275 (941) 480-1600 TABLE 7A Mullion Capacity Table Ibei87) Opening Width (for verg Illy -spanning murions) or Opening Helght(for holizontatly-Spanning mullions) 60 In TO In 801n 9D in Down 120 In 1401. 160 in Rectan9ula7 Sol. RepRdane. (teclangWar hapRAang. Rectangular 7+aD7Tdan9. Redangder TraPTidang. Rectangular TraplTdang. Rectangular L-dng TraPlTdanO. Load-S Recteng,dar Loadng 7rapRdang. Lcadn9 Recfargular 1mdn0 Tmp(hiane. Loedn9 Reclan�lar no TmplTrian9� Lo.. iM 1 X 4 x.s75 Loading Loading Loading Loading Loading Loadirg Lcadn9 Loading Leading LOedng . AI m. & "T" e D T A $ o .. gzg _ q 2 =' =' 3� .-. a B_ =� 3$ m 6 us, 7 a _ q a$ 3 2• k_ L .tom s �g ;' D 3 Mullion �` 5�� S� $ 3 9n" 8 c3� 3B Lia L�_g IS 1,e rs6 g mg 6 ¢`rc 170.0 620 170.0 435 170A $x 744 170.0 478 170.0 ass 170.0 50B 170.0 .992 1T0,0 519 170A 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 f70A 521 170.0 1983 170.0 521 421n 708 t70.0 524 170.0 550 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 681 170,D 1275 170.0 6T7 170.0 1417 170.0 660 170.0 770D 170.0 s6D 7T0.0 1963 17aA (180 151.8 2024 170.0 680 401n t70.0 503 170.0 B96 170.0 631 i7D.0 1096 170.0 68} 170.0 1195 17a.0 R3 770.0 1345 170.0 T47 170.0 f494 1T0,0 756 170,0 1703 17a.0 756 156.0 19te 1T0.0 756 136.5 1919 1TO.D 756 50.fi25N 170.0 74T t70.0 612 170.0 956 170.0 691 110.0 17t8 t70.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 556 159.9 1799 170.0 8fi1 177.1 1799 170.0 881 12Q.0 1799 170.0 861 591n 601n 170.0 17Q0 T97 8B5 170.0 170.0 701 170.0 1063 170.a 797 170.0 1240 170.0 878 170.0 1{17 170.0 944 170,0 7584 170,0 996 155.5 1619 170A 1033 129.6 1519 170.0 1063 111.0 ifi19 170.0 1083 g72 1619 170.0 1063 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 240 170.0 14W 170.0 1015 156.7 1642 170.0 1076 141.0 1642 170.0 1122 117.5 15/2 16&5 7758 100.7 1642 SETS 1157 Mi 1542 167.9 1157 63 in 170.0 1169 170.0 B03 170.0 1264 170.0 -1002 160.fi 1472 170.0 1086 142.8T�72 IIll 121.5 1472 158.8 173D 1g7.1 1472 147.8 110A 91,8 1472 746.0 1104 80.7 16T2 146.0 1104 ,G So In 170.0 170.0 974 1061 170.1 770.0 789 870 170.0 170.0 1275 170.0 1009. 150.8 1720 -766.2 1101 132a 132a 149.9 1111 117.3 1066 105.6 1320 120.6 1049 Ba.O 1320 117.0 1024 75,4 132a 112.E W13 66.0 1320 1125 1012 721n T61n 570.0 /122 170.0 937 149.6 118{ 159.4 1073 128.2 1164 139.9 994 1122 1184 125.7 978 99.7 964 89.8 1164 107.5 952 74.E I1lK 07.6 935 64.1 1184 93.1 927 56 1184 923 025 2 TB In 166.1 /124 170.0 067 138,4 1124 147.0 !W 118.6 1124 128.E 947 103.8 1174 116.6 931 9Z3 918 83.a 1124 89.5 906 69,2 1124 69.D 89090 in 108.1 844 111.5 750 90.1 etd 84.3 736 7T.2 B44 821724 67.8 844 M.3 712 60.1 702 54.0 AU 61.4 693 45,0 844 54.2 876 38.6 B44 50.0 e6B 690 33.a 27.8 A44 742 67.T 37.fi 662 684 59.7 742 742 712 652 63,8 742 67.2 742 59.6 631 49.5 742 &4.1 fi22 44.5 742 49.8 614 3T.S 742 43.6 600 31.8 742 39.8 466 g6 in 626 586 566 53.8 521 44.7 586 46.6 T42O2a.5 586 41.4 SOS 34.8 SEE 3T.7 448 31.3 586 342 492 26.f 5% 29.6 491 22.7 586 268 472 19.5 6A6 24.7 108 or 1111n 67.6 555 &4333.8.0 555 495 495 412 555 429 55 38.0 480 .320 655 34120In 45.6 475 475 39A 428 326 4T5 73.7 475 29.8 4l4 25.3 475 26.8 499 228 475 24.5 49419.0 475 21.1 395 18.5 475 167 387 14.3 475 17.2 381 1411� 26.4 330 330 22.4 701 18.9 330 19.3 297 16.5 330 17.0 293 TABLE 7B AnchorCllp Paltems Embadnem BnI 2Anchvn:®4.7SMIn. O.C./5landard ar ORse[CGp (FiA 7&2}; 4 A.hare Q 2.25' Min. O.G ! StandaN (or O-Ij Clip (A9.3p OArmhors @ 1.15 MN. D.C. ! SlendaN (or 08se1} Cop (Fig.4) 4Amhors®3'hlln O.C.!(2)2r5An97a QiDs!(Fg. Sj 6 Amh-03' Num O.C. 442:5 Angle CLIPS I(Fig. 6t 4 Anchors ®OA5' Min. O.C. /U-gip, Into.116" AWm. (Fq. 7J 2 Aneha7s (dy 27S Min. O.C/ F-Glp (Fp. 87 4 Anc17c7sO+.iS In.O.C1 FCriD IFig. 9t 13i4' 1Jl4' 3901hs 3901bn F. 1M TOO Ibs BBO iba +4001ba 7801bs 7e01Rs 11i01bs 71701b,, WA WA 350 ins 11111, 480roe 700IDs Anchor d '114- 1-314' 450IDS 8961h9 56a lbs 1410Ibs N/A WA 680IDS 15fi0IDS 10201W 234a IDs N/A WA 290 ins TOS Iba NIA WA Ca adtv 35t Cm 7 1644 IDS 952 IDS NIA US IDS 28441be WA 476 ins WA Table lls 1-V4 1-1/4 Z1l1Hw 1BO 1Rs WA 56016e WA 760Ibs 540@s Sin 164 B+O Ins B401bs- WA WA WA 280 0s WA 3d0 lbs Halbw LYAU +-i!4 t t/4 3541bs 740 IDS WA 030 IDS WA WA NIA 7601ba WA 11401Ds WA WA WA 315 ins WA WA 1 l 3741DS WA WA 74a1b4 1122 h5 WA WA WA PT �AGgr.G�W, 114 664 lbs 940IDS 341 IDS 88O Ibs WA 6B21ha NIA WA 1383 ins 880Ibs 1H921bs 6a21ba 13201hs 2638Ib8 1043. NIA WA WA 4401bs WA 34+Ibs NIA WA fiB216s Wmd 4421bs B651bs 1T701D5 Be51bs 13Z71bs Metal 5600�s 1520 Ors 2240 915 t120 ros 1680169 1430 Ibs 6601hs N/A 4121bs BSS It7s it20Ibs NOTE: FOR THE OFFSET CLIP, U5E THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 9ubsimte: 2.7k Corer a e• 7f4' 85 Faco 5l18' gt0 Steel KI2 Steel R7251ed MchOlType 3/16'FJDo Ultravon 1!4'EIvo UOmvat 918' Eke 3118'EICD UItracon S!4'EEo lAbaeNl ApgreGaivr Nlm Screw (G5I Ufh8sOf1 1'2-1fK31i8'S•3-10.324" 1_2 1JB' 1-3/8" Cedes FIGURE I: FIGURE 2: FIGURES: FIGURE 4: FIGURE B: FIGURES: E IS FIGURE 6: FIGURES. FIGURE 7! ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. RENT FORMULA: (DF;®) X \ ANCHOR CAP.,,,,,,,,,,\ =ANCHOR CAP. - `MULLION CAP.ne",_ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILLYIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-M WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALLBE 6063-T6 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BEA 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. 410 & #12 ANCHORS INTO WOOD MAYBE STEEL, I" S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2612021 `t LYAf, "",�.,. . : N0.58705 15 O,c . SATE F i '•"4ORLDP•.-- A YNNNM141LEcTt, P.E. FL P.E.# 68705 I At1Lt t5A Mullion Ca achy Table Ibsffe Opening Width (formtlmllyspannilig muriicns) or Opening Height (for hodwntally-spewing mullions) Spin GO 1. 7D in BON 11 901n 1a0!in 12Din140In 1601n 126^ S Rectenwx TraprTdwV. Loading RaoteneUar. t-nno T.Prrdwg• Ldn9 R,c nplar Lding Trep/Tdenp. Ldn9 Realaa9uur Loadn9 Tfap/Tdana. L.,fnpLoading Reaten8etar TmplTtlarg. Lwdng ReCengular Loadn9 TrapTnanp. Loadng Re:tanOWm Lcedng L-ding RLwdne Loafing Lcm no Laatltno A188" x r�neM�n � s � a� a � a c av s a s r ca r sa a s a e:"2S 8o a8 �K42 � aas a aS a sfi�er in 170.0 $20 170.0 435 170.0 744 170.0 478 170.0 $65 170.0 50fi i7D.0 942 170.0 5t9 170.0 1116 1TD.0 CM 170.0 124D 17D.0 521 1710 1480 170.0 1735 170,0 521 151.6 1769 !"A 121 681n 170.0 708 170.0 524 170.0 B50 170.0 584 170A ... 170.0 630 170.0 1133 170.D 667 170.0 1275 770D 677 t709 1417 I79,0 680154.8 1548 137-7 16. 170,0 6e0 116.1 1548 170.0 680 SO.fi25 in 170.0 747 170.0 563 170.0 896 170A 631 170.0 IWO 170.0 6B4 170.D 1195 170.0 723 170A 1345 170.0 747 167.0 1450 I70.0 7% 139.2 1468 170.0 756 119.3 1463 170.0 766 104.4 1468 170.0 756 54 in 170.0 797 170.0 612 170.0 HS6 170.0 691 170.p 1116 170.0 764 170.D 1275t 163.1 1376 170.0 937 1462 1376 170.0 856 12'L3 1376 170.0 861 104.8 1376 170.0 861 91.7 137fi 170.0 861 Go in 170.0 8B5 I70.0 701 170.0 1063 170.D 797 158.9 1158 170.0 878 115a 1D.8 1168 156.E 919 1112 115E 150.0 812 42.7 I156 144.8 905 79.4 1158 144.E e05 68.5 1156 144.8 905 fi31n 170A 930 1T0.0 745 160.1 1051 170.0 B50 137.2 1051 155.9 562 1051 106.7 fa51 132.3 8]T 90.1 1051 125.7 830 8a.1 f051 119.s 822 80.8 f05f f1B.1 821 60.0 1D51 119.1 B21 L 66 in 167.1 957 170.0 789 13H.3 957 151.fi 805 11Hd 957 134.0 790 957 82.6 957 112,8 7fi7 83.6 957 f08.6 759 69.6 957 100.0 T50 69.7 957 98.9 74e 53.2 967 9a.9 7/8 721n 128.7 804 M.2 698 107.3 604 115,2 684 91.9 804 101.3 671 [63.3 804 71.5 844 84.1 650 84.4 804 76.8 643 53.6 804 72d 833 I6.0 604 69.9 879 40.2 804 69.6 628 76N 109.4 722 114.4 639 912 722 87.2 6% 182 1- 05.36D8 722 60.8 722 70.J 588 54.7 722 65.5 530 45.6 722 69.5 570 39.1722 56.7 56S 342 722 6fi.2 664 ON 105.8 600 84.4 685 89.8 588 723 685 76.5 5'Ii 6MM8 562 685 64.5 560 50.6 685 60.1 553 42.2 fi85 64.3 843 36.2 685 51.4 537 31.6 685 50.7 536 901n 65.9 515 ss.0 457 54.9 515 57.5 410 47.1 SO 50.1 441 . 515 44.7 434 36.6 515 40.6 40 33.9 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.8 515 29.1 404 061n 54.3 453 65.9 404 45.3 453 47A 397 3 ..8 453 41.0 391 33.9 d53 36A 385 302 453 33.0 379 27.2 453 30.4 37l 22.6 453 2&6 366 19.4 453 24.3 380 17.0 453 229 356 1081n 38.1 358 39.0 323 31.8 356 326 318 27.2 35B 28.4 313 23.8 355 252 306 212 358 227 304 19.1 358 20.8 300 75.9 35a 18.0 i93 111-In 35.1 338 35.8 3a6 29.3 336 30.1 301 25.1 338 26A 297 270 338 23.2 293 19.5 338 20.9 209 f7.6 338 19.1 2a5 720N 27.8 290 26.3 264 23,2 290 238 26a 99.9 299 20.6 258 17A 290 18.2 263 15.4 290 16.4 249 144N 16.1 201 16.3 fas 1F OLC o0 Aneh9rCsiwdtY Table (ibs) Subslmte 278 Come 35t G2 . I 'md-GMU F"HIed CMU PTWmd Meal 5""EI[0 v4"SS Eka 5'iC Elco 1/4^SS Eko #10 Sten #126tee1 #t2 SI�I AnehorClip Pnttams Anchor TypC 3r16'Elco Unm[rn U4•Ek6 UR [on U9mWn 31'IS EI<OUGm[On V4'Et0 GDr4Ccn A99feGaldr UDrs[m AggleraM S-(GS) Scrae(G.) 5c[PJt(GS) E0ga f71smrce Oni r 2-112 r z-ur stra' r z•vr r 2-1/z• 2' stre' z 0.46• ass oaza- Efn0e9naR n 43W 13lr I-W" 7314 2' 1-V4" t-7/6 1-1/4" i-V r 1-1/4' 1-I1K 7 1-9/8` 137a' Yddes 2Ancrw @ 0T Niln C.C.StamaN a<QBeI t71p (FIB 1) 290 4!s 39D Ito 450 Ibs 890 Im 1641 I6s 2709>s 260 me 354ID5 Too 106==Wlb�Bt6 p 341 NS 442 Re 550 Ite 4 Anchors N 1.15° Min O.G / Stand3nl (a LT6et) xap 0T9 2y d80 BM 7N InaNIA NtA 141A NIA 380m NIA WA WA 682 The 885 b 412f11M 4AIxrc9 �3'MIn.O.C./(l)2x5ArgleGlp57 ((-1937 78D IDs 7a11m 6008ss 15601ta t6961Ds 5101bs 66)� N/A 7601L6 tB�bs ®21Ds 60, IIc 512]es 4 AMi4FN ® 0.45' MN. O.C. (U-00. ado .l2GAluln fpl9 11 WA WA NIA WA N/A Nta N/A NIA WA WA NIA WA t430IA4KMr7 FLOP (FIB 5j 19S IDS 7951E6 2251Ds 4151as 8226n t95 ins 1401D9 7771D5 370 tC5 4731ts 1T081s 22186 2BaMA O. CJ F4:Bp 9 611 24o D9 35011m NIA WA WA NIA 790ItL: N1A NIA NIA Sd11Ds d421Ds 560 bs 4NCHOR GAPAGI I T AUJUJIUU=NI H Kmu431: (DP®) X ( ANMULLIONCHOR CAP. �• , _ANCHOR CAP. a ` USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANUH(JR VALUES AS THE STANDARD CLIP. - FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND 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 FIGURES: FIGURE 4: FIGURE 5: • i O e ANGLE CUP MUST e BE USED IN PAIRS. FIGURES: 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•TSANO BEA MINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 Miami -Dad roduxa Contral P�'� .•'• LtCENSF ?��C�6f No. 58705 waf; • F I A. LYNN MILLER, P.E. FL P.E.# 58705 I AULtUA Mullion Capaeily Teblo (IbslR21 Opening Width (forwrticalVepmNrly mullions) or Opening Height (for harizonbaW-Bpanring mullions) 601n 601n 70h BON 90N to01r1 12D In 1d0h 1601n 1.25 tr 3.25 FaelwWkr LaedNB TmPfi ng. Loadng Reolnlquler Lowing 7madang. Loading FWWoufar Loading TmpfTdalg. La *g Roolaugular Loadng Trapnrl g. loading Raela'u Leering TrapTdanp. Laedln9 Reataoqular Lsadha Tm01`11-g. Leedlnp RaotOnpuar Uading T2Prnt.g• Loading Ra41a"'Sr Laadlnp Tprrdang Lsadnp Raelarlgutar Laadrlg rmpf7danp. Loodbg AGO Alum. Tub Mu8'mn �' a 421. 170.0 620 170.0 435 178a 744 170.0 478 170.0 80 170.0 606 1780 BB2 1T0,0 519 170A it18 1T0.0 521 153.3 1118 17U 621 127.7 ilia 170.0 5n 109.5 1118 170.0 521 9ie 1118 17UO 521 d8N 170A 7178 170.0 62( 170.0 850 1T0.0 584 167.6 are 170.0 630 t467 978 77Q0 861 130.4 978 170.0 STY 117.3 078 170A BB0 97.a 979 170.0 690 ale g78 170.0 860 733 978 1780 980 50.625In 170.0 74T 170.0 583 170.0 99B 170.0 tot 150.7 927 1T0.0 fi84 131.9 927 186.5 708 1171 SV 159.1 BBB 1055 027 156.3 696 B79 MY 156.3 695 76.4 927 7583 895 65.9 927 1583 885 !4 In 170.0 797 170.0 612 154.5 069 170.0 691 ln,6 869 163.0 Bea 115.9 B89 141.6 age 103.0 IS 134.0 88D 92J 869 77.3 8B9 120.E 652 fi8.2 969 128.8 652 Sf.9 6fi9 1288 652 601n JQ.2 746 153.5 634 119.4 746 1323 820 10" 74S 117.E BOB 89.5 740 107.5 Sea 75.9 748 101,0 592 71.6 746 591 746 93.3 6e3 51.2 748 93.3 683 14.9 746 939 593 631n 123.7 677 132.0 579 1N,1 877 7731 NO 014F23232.3 655 T7.3 677 91A 548 8B.7 677 85.2 539 61.9 6774 61.6 677 77.0 620 44.2 677 76.7 529 387 677 76.7 RD c fi8h 107.6 617 114.1 630 B9.7 877 67.5 519 76.8 60D 67.3 617 70.3 617 72.6 494 53.8 617 K 445 917 84A 40 38.4 St? 03.7 482 316 917 63.7 492 -! 72 ➢1 62.9 518 87.1 450 69.1 618 74.2 440 59.2 432 51.8 416 58.8 518 64.2 419 41.4 618 34.5 51Bd66 4D8 26Bb76 m 70.5 465 73.7 409 587 466 826 398 683 333 44.1 46519.4 469 d8.3 378 962 405 29.{ 485 383 3B7 25.2 dB5 36.5 384 220 d85 382 363 7AN 0.2 441 B9.0 387 64.3 441 67.7 379 48.8 372 40.0 441 46.4 128023.E 441 41.6 380 32B 4416 272 AA1 34.9 340 23.3 441 33.1 -US 20.4 441 32.7 946 900 42.4 332 43.9 295 36.4 332 37.0 211 363 284 26.5 332 26.8 S32 26.1 276 21.2 332 . 17.7 332 21.3 29fi 15.2 332 19.6 282 13.3 S32 187 200 6610 35.0 291 35.9 260 2DA 291 30.3 258 25.0 . 282 21.8 291 23.5 191 21.3 214 17.6 291 1BS 2A1 14.0 291 17.5 298 12.5 291 f5.8 232 t06 N 24.6 230 25.1 208 20.5 230 21.7 205 17.5 230 18.3 1 201 15.4 230 181 488 ift n 22.8 218 2i1 191 189 21a 10A 194 762 218 16.B 79i 1d.1 27B 1d.9 180 tM In 77.9 fez 18.2 170 14.9 187 1S.3 167 I AULC"JO Anchor Capacity Table (Ibs) Substrate: 2Tk Conamta 3.5k Con:. Hot-ClAU RIM CMU I PTWood I Met81 Sri " 2. if4' 99 Eldo Y1e' 1700 1/4' SS Ebo 810 81-1 12 Stem 012 Siee1 Anchor COP Patterne Archor7ype: 3/:6'Elco lAtmcan 1/4Eka l4tralw lAbaocn 3/19-NCO LNLaoon U4"Elea Lllreoon AgpmGalw lAtrecon AgpreGaler selnv (G5) scree (G5) 9amw(G5) Edge DLstorme 0N1 £' 2-1W2 1 1' 2.10Y 3-ItWw 1' 2-U2' 1" 2.11r 2- 3-IAV 2• 0.48" 0.54" 0.324" Embed-1OnS 1-ffiA' 1J74' 1-3fa• lair 2- 1414" 1-114' 1-//r 14/4' 1-11r 1-1/4' 2 1.31e- I-w lades 2 Arn:hom®4.75' Mi. O.G I al.dard a 08ee1 Gip(Fig. 1); 390Ibs 3D0Iba I501bE 8901ba ISO lbs 270lbs 200@e 354IM 740lbs 3T41Ds 864@9 we Im 341 bs 442 bs 5601bs 4 Anetmm 4N 1.16" Mln, O.C. I Standard (er ormat) Gip (FIB- Z) 460Ibs 703 Iba NIA WA NIA 3B0Ibe WA NIA NIA WA WA 682 bs e851b9 1120 bs 4 P4mhars 4y 3^ Mln. O.C. I a) 245 An01e Glpe / (Flp. 3Y 7B0 @s 7001b+ 6B0 @s 15fi01ba 1838 @s i- 540 @s 560Ibs WA 700Ihs 7481ba B80 @s 189216a 882 bs 985 tes 7120 bs 3Ambas®0.W Min. O.C,/ U4%Ip, into .ICIF'! (Flq.4) WA N/A NIA WA WA WA WA NIA NIA NIA WA WA NIA N/A 250 lbs 1 Anchor/ FLIP (Rg. 5T 1951ba 1951bs 225Ibs 445 @a 822lbs 135 @s 140 lbs 177 im 37016s 1871bs 332 Ibs 473 @s 170 bs 221 Ibe 2901hs 2 Anchors qp 1.15' Min. O.Gf FGIp (Fig. 6k 240Ibs 3501Da NIA NIA NIA WA 190 Ibs WA NIA WA NlA WA 341 Poe 4421b3 560 Ibs FIGURE 1: FIGURE 2: FIGURE 3: • • FIGURE 4: FIGURE 5: ANGLE CLIP MUST • • BE USED IN PAIRS. FIGURE 6: • • TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.100"THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO 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-B 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 ANCHOR CAPACITY TABLE 1.250" 3.250" .100" 125" X 325' X.10D" MULLION FOR FIELD -MULLED UNITS F--1.250"-1 3.250' .100" 1,25'X3.25"XJOD' MULLION FOR FACTORY -MULLED UNITS 4a u v 9Z v. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Dale.05/2612021 �I '..•.. UGENSF'' �<<�--, * ;T NO. 56705 ATE F 70NAL EN�1t�• A. LYNiS�£IIILL��i, P.E. FL P.E.# 68705 1` OHM EM W Im®m Imm EM li w ® 1 m wi mmim ��®�� w�����mmm ®�Q WED ���� ms�m�m�w��l�m I mWED ' mm®m C13 ' ®mw���®mm�mmmmm�mm gymmm�®mmmm�0w�mMmm mecum®�03 mcn®� ��.® m -®Wmmm �mm m Inimm�,®m® ®mm�;mmmm �m®m mmm� �m®®®mmm MMMIMmm.mjmil ©®m wm®mm® ®mmmmmmM TABLE 10B Anehorcapaclly Table ob.) 3ulst.le 27K CamM 3,5k Cane. Hdlow CMU FIIIM CMU PTWoo4 Metal Anna Type 3179 Elc0 Ul— dtd'EIcO V4'E4:OW=- uNazen &79 Elco Utfat al 716'Elca Nllracon tt4'SS eca AggeGOor dtE Elco Utlracm fl4'9S Eico AOgreOffior #10 sted Screw (GS)3cr11-1-1 #123teel #7291cat StlflY (GS) ADchorCilp Pattame 2-VT 3-i/a" P 2.71r T 2.11r r 3-1/9' Y a.46" 0.56' Ea�Dslarce on Embem= nY V 2.11r 1<714° 73'a• 1" 1414' tal4' Y t-714° 1-V4' f-1!d° 1-0 7•Sld° 1-1/4' 2 i-3'S• I -VT Villas val. 2 Anchors ® 4.79' Min O.C.I Standard a Olfset Coo (Ril, iT 390105 390Its 450ll s 8901M t6741bs 2701D5 2W IM 3541Ds 7401M 3741bs 66d ae 946 IM 341 IDS 6321Ds 4d2 W. BBS IM 560Ib5 1120Iffi 4 Arcbons ®1.16° MIa O.O ) Sfat'taln Q. —1)Clip (89 2} 4W IDs 7W Ns WA N1A N/A NIA 3601be NIA WA TW IM NIA 748165 WA HOW WA t8921M fi6IIA SSS IM 112- 4ArcMn®3'Mln. 0,41(1y 215Afgfe CUPS/(FI49J 7W me 7801D9 6aD ms 76W IM 789"o lDs 6d0I65 SWIM NIA WA WA NfA WA 9501bs 3ArcMnpOSa°MIn. O.C.IULtlp, InfD.100'Plum(FI9. 4j N/A WA NIA WA NIA NIA NIA 135 ms 140 am NIA 141A 1771M 3701ffi WA 1871D5 932an d73 RS 170103 221 IDs 280 98 1 ArcDbr/ Flap {FlB. N: tB51bs t95 mf 2251M dd61M 82210s 700Ibe WA WA N/A WA I WA 341 ms 442 IM 560 9e 2Ancm I @ 1.1d Mla O.CI EmC4 R9. 41 240I05 350 he NIA NIA NIA 41 TABLE NOTES: FIGURE 1: FIGURE 2: • • • 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. E FOR EXACT DIMENSIONS SEE FIGURE 3: • FIGURE 4: FIGURE 5: • ANGLE CLIP MUST • BE USED . IN PAIRS. FIGURE 6: • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO.CAL . 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 6083-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAP.,,,,,,,,, _ (DP"„) X ULLION ( ANCHOR CAP.,®. `M' USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACT UAL 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 NOA-No. 17-0630.01 Expiration Date Q5f26/2021 LT IVIV�'�ii No. 68705 ZONAL IE':�. A. LYNN MILLER, P.E. FL P.E.# 58705 'ti Mullion Capacity Table (lbarre) Opening Width (Jbrveftical�tspannilng mullions) or Opening Height (for han2ortaiWpanning mUllons) imam mum A��fiiil����m®' w����®'`®' om®wmmmmmmmm mmmmmmmm mmmm TABLE116 AnehorCapacity Table (I6s) SuaSlr' 2.7k Comma, 3.5k Cale Htl1DW CMU ETMloa1 Meld 516'Eleo 14'ss 114"S6EIC0 14rS c 114.63 EI YS w12 512 SIBei COP Pattama : &16'Elco Utlram 1/4°F7co Utt2can Uft— 8'76'Elco Uflrsan Ud•F1co UO2c0n dor umacal Uihacm A»reGffior screw (es)serev (G (es) (G scmx (G5) Anchor 2-1PL^ i ' 2-Ir? 35/fi" M1" 2.112' 1" 2-12 T . 3-1l8' 2'0.43' 0.5e 0.324•'1S14^ WV4^ 1S/4' t3S 2 1-1W 14tr 14/4' 1-114' i-114' 141r 2' 1-:R" 13'e'2 Ancgors ®4.15 Min O C. I StanLlia: 390 i65 390 ae 4501M 999IM 1644 ros 2701os 280 los S5d ms 7401m 31a Ibs 664 Ds A16 IGS 34110.E 4421� 560 Os 4Arcbas®1.15"MhO.C.1 Sta1�rt1 (v CFhel)CAp (Rg. 2): -t901Ds 7001bs NIA WA NIA N/A -3801� WA WA N/A WA WA 1A21bs 6Ba i:e 1M12(IIW 4A.h.. 9 T him O.C. I L2) A5ArgeCEPS)(FV 3Y 7win 7501M 68010.s 1561 Ila 76951bs 540105 584ffi NIA 75D RE 745 I65 560 ite 79921b5 6321Ds 6651ts 11871� dAncMrs ®0.54" Mtn. 0A.l llialp, lafo.100' Alum. (Fg 41 NIA WA NIA WA N/A NIA WA N/A NIA NIA WA WA WA WA 72671Es 1 A..'IF P(F79. SY 195M 1g516s '115 im d451b3 8'Q IDS 735 a>S 1400t5 171 ms 370 ft 1Vft 332Ite 473 is 7701bs 2271b6 ZBP.Irc 2Ancbors ®7.79'M1rt O.C.l FLYp (Flg. 6k 240 ms 39J I�I NIA WA NIA NIA 1900s — WA NIA ILIA WA 3110s 442 ®s 5601bs FIGURE 1: FIGURE 2: p FIGURE 3: ANGLE CLIP MUST ® ® ® REUSED IN PAIRS. FIGURE 4: FIGURE5: FIGURE 6: TABLE NOTES: rlrvwun rnrs — r ua I...I r (DP ")X ( ANCHOR CAP.,,,,,,—) _ ANCHOR CAP.,,,, \MULLION CAP.", USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY -TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS 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 (CIVIL) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF A00" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR410 S.S. 125" X 3.94' X.624" MULLION W n o2E PRODUCT REVISED as eomplyin9 with the Florida Building Coda NOA-No. 17-0630.01 Expiration Date 06/26/2021 `\"N\ Q%V LY1v'v UtCENSF �.: No.58705 i�O F (/� ,'AtONMt E P.E. FL P.E.# 58705 SArcR015(aj7.39'MIO.U1rw. Is •.,^ •-•. NIA .-... NIA WA NIA NIA NIA WA WA NfA WA WA NtA BAMIID-g0.64"MIn.O.C. I UZEpp W. 125'AkM UZ BT NIA 3701. 315 ICs 743U 712IM N/A 1 201M WA 3481Rs NIA 447 IM WA 341M 44IDS 560 2 AI1cMIs @268Mln O.CJFC1iptFl9.-} =11" 8731ts NIA N_ 3531n% NIA MOWS NIA W WA ml1 6641ts Im 8401".s 3Arclnns01.71'MIn. O.Cl Ftllp(hg.10): _..___-._..___...��......•....,r,,..o 44 s 525 As 37816s I In, �- A C- RTA NIIGBfI CI IP. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTER, CIRCL - FIGURE I: FIGURE2 FIGURE 3: FIGURE 4: • o • • • • • FIGURE 6: FIGURE 6: • • • • • • • • • • FIGURE7: FIGURES: FIGURE9. FIGUREIO: ANGLECUP E (FIGURESSTUSE � II MUST BE USED �1- quill IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF OLE ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.M" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST A 25" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 S.S. H- W W 2 W 2 H- PRODUCT REVISED as complying with the Florida Bullding Cod, NOA Nro. 17.0630.01 Expiration Date 05/26/2021 By Miami- � Product Control LYNIy I•,,� 0 . STPT.E.t(V1\ ONAL A..4e, J MILL-.I2, P.E. FL P.E.# 55705 TABLE 13A Mullion Capacity Table Ibsfll2 Opening Width (for elfca"paruvrg 501n 60In 701n Bom Ract•Vlylar T.Prrnmr9- izc ngw.' TSPITnang. Rectangubr Irm 6-, f endlbr lba� 09• LO Irg rnsdng Laadng L.1Z LaaduU mLfiorls) or Opmnfna Height (for hodmontaNy Pefffl g mulllore) 901n 10013 17A in 14, In 1601. RLlan�3sr TLoedtl8 RL e�g9 TtL.&,ggg. fieoanng Traprfu'a9. Re���a TLasdng RLgdiiar T n 9g. 2 X6X.26 Alurn.Tube T-d"I E� m . 43S S24 563 812 701 745 789 878 937 H67 a n �� 170.0 170.0 170.0 170.0 170.0 174.0 170.0 170.0 170.D 170.0 170.0 170.0 170.0 170.9 170.0 104.3 a o`-v ate 7" B50 898 95fi 1083 1176 1169 1275 t348 1381 1594 1700 1913 1986 2125 1564 'S it �o 170.0 170.0 170.0 170.0 170A 170.0 170.0 170.0 170.0 470.0 170.0 170.0 170.0 170.0 170.0 108.1 _3 478 584 631 691 797 850 903 1009 1080 111fi ISO 1434 1647 1700 1- 1425 ci �a 170,9 170,0 170.0 [7, 170.0 170.0 17D.0 170.0 170.1) 1544 88.4 cMullion Se �� 858 992 1046 1118 1240 1302 13fi4 1488 1570 1817 1859 1981 2231 22M 2252 1584 g� 170.0 1T0.0 170.0 1T0.D 170.0 170.0 170.0 170.0 170.0 170,E 1Too i7D.0 170.0 170.0 159.9 815 3 d`a 506 639 6e4 754 878 990 I002 1126 1204 1250 1498 1fi22 1870 1932 ISM 1407 i0 �a 170.0 170.0 170.0 170.0 170A 170.0 1T0.0 170.D 170.6 170A 170.0 174.0 170.0 170.0 135A 78.2 t �¢ 992 1133 1195 1275 1417 1438 1558 1700 1794 1842 2125 2267 2550 2621 2252 IW4 �� 170.1 170.0 170.0 170.0 170.0 17D.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 IMA 8%7 ri ¢`nY 579 661 723 803 944 1015 1085 1228 13T2 1369 1553 17. 2078 2149 1964 1380 3'� 171-1 170.0 170.0 170,0 170,0 170.0 176.D 170.9 170.D 170.0 170.0 170,0 164.8 151.8 120.1 69.5 ci v ao: Ilia 1275 1345 1434 1594 1673 1763 1913 2019 2072 2391 -0 2781 2632 2252 168! �_. 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 162.5 1272 72.3 & 521 877 747 837 998 1076 1155 1315 1421 1474 1793 1952 2271 2245 1838 7373 f� 170.0 17D-D 170.0 170.0 179.0 17D.0 170.0 170.0 170.0 170.D 170A 170.0 148.3 138.E 100.1 62.6 ,_a, d`,� 1240 1417 1194 1694 1771 1859 1848 2125 224J 2302 2656 'eBSJ 2781 2fi32 2252 7584 c�-'8A �� 779.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.D 170.0 161.9 148.4 116.1 63.7 e $¢` 521 fi80 756 856 1033 1122 1210 1387 1505 1554 1918 2095 2333 2218 MIS 1358 _L�c a� 170.0 Ina 170.0 170.0 170.0 170.0 170.0 170.0 170.8 170.0 , 170.D 180.0 123.8 41Y8 901 521 r -�Eo d` 1486 1700 I7B3 1913 2125 2231 2338 2550 2592 2763 3188 9189 2761 2852 2252 1564 s� 179.0 17D.0 170.0 170.0 170.0 170.D 170,0 170.0 170.0 170.0 170.0 170.0 140.4 120.4 99.8 56.9 �cgg�� 521 fi80 755 861 1063 1169 1275 14BS 1829 170D 2125 2338 2281 2186 1672 1330 `g 17D.0 170.0 170.0 170.0 170.0 170.0 170.0 170A 170.0 170.0 1580 13T.1 105,9 B7.8 77.2 M.7 `€ 1736 1983 '2092 2231 2479 2603 Z727 2975 3140 3223 3113 31sH 2787 2632 2252 t664 �f 170.0 170.0 170.0 179.0 170.0 '170.0 170,0 170.0 170.0 170.0 170.0 188.6 125.9 115.1 B8.9183687..41283 18.2 3 521 680 75fi 861 1063 1171 1786 1529 1694 1777 2I73 2670 2234 2120 1305 170,0 170.0 1T0.0 17D.0 170.0 170.0 170.0 170.0 170.0 170.0 136.5 1240 82.7 65.4 34.7 'B 1983 2287 7391 2550 2033 ZWS 311T 3400 35B9 368J 3411 3199 27B1 2832 1564 170A 170.0 1TD.0 170.D 170.0 170A t70.0 170.0 170.0 170.0 I70.0 458.1 116.0 1083 44.4 �� 621 WO 758 Bat 1083 1177 1265 Ism 1705 1796 2361 2628 2190 2086 1283 = C 42 in 48N 770.0 17110 820 70a 170.0 170.0 50.fi25in[747 170.0 170.0 170.0 170.D 170.0 170.0 170.0 1T0.0 54In 601n 631n BBN 72 in 76 in 781n 170.0 2 1151 1mH 966r 108 in 170A 170.0 170.0 1328 1417 t596 170A 170,0 170.0 1144 1232 1409 1454 15rie 1445 III 1T0.0 770.0 126.6 TABLE 13B 9bbs9ale: Anatrsr TyPC Anchor COp Patterns Edge Mt... (m): Embetlmen4C Y 2 And— 4.15'Mir. O.C. 1, m cm.t Clip(F9. 162r 4 Ananare �4.fi6'M1Un D.C.1 Slendad (Or OIGep CBD (Fig. Sr. e Anche<a@1.71"MIn O.C./Stentlard (Dr OQset)CI'Ip �0. 4): 4Anahas Q]'Min. O.C.!(2)2s5 An91s C9Ps/079. 5): B Anchsn (�3'Mtn. O.C./T2)D15 Angle giPa/LFi9. 6): 12 Anchsls 4y 15' Min O.C. / (Z) 2Y9 An91a CBps l ff>s. 7$ 4A.h-®1.34'?An.O.O.1 U.0ip, inta.125"ANm.(Fig. 8): 8 Arrch=®0.64-Min, O.C.! U.CIip,1n1D,125" Alum. (Fl9.9 2 Amth (� 4.08' Min. O,CI F-r2P(R9• lu 4 Ancb0rs ®1.71' M•- O.CI F-rDlp (Fq• 17) 2.ik Oarlcrste 311W Eka UILMem t' 2.12' 15/4° 1-0f4• 390Ibs 3901bs 780 Ws 7801bs ttB015s 74001bs 780?bs 7801bs 15601bs 1560 Ibs 186016s 21001hs WA WA WA WA W. hs 3801bs 590 8u 700Ibs Anehor0a ilb• Ek. Ultracan t' - 2-7/P 1a 14' 1-3/4•7-1/4' 4501b9 9�Ibs 9001bs 17801bs {Of016s 259516s 6801bs 75601bs f36016s 31201tr 1440 Ibs 3780 Ibs WA NIA WA NIA 45010s 890 Ws 505Ibs 1248 ibe euruna WAl I IFC 3.5k Cana. S116' El.. tgtracm b71B' 1644lD9 32321bs WA 1BBe 1b 97921ha WA WA WA 78181bs N!q AS THE ci Tabie fibs) 31t6•Elca Ulbsean 1' 2-12' 270 fog 2801bs 51001s 5601bs WA 04016s 540 Ibs 580lbs. iDe0lbs 1120 Ws WA 7320 Ibs NIA WA NIA WA 270 ms 2B0Ibs WA 670 R1s STANDARD CLIP. HdI_ CMU 119 Eka. Ulbacon 1' 2-12' 1-7/4° 354Ibs 741165 708 as 148D 9n N!A tW51ts WA 76016s NIA 15201bs WA 1500 a. WA NIA WA NIA 3541bs 74016s N/A 5331bs 1I4° SS EbD A99reGator T 1 31411, 748lbs WA 74B Ibs 1496165 WA WA NIA 3741bs WA 511 Elea Ullrecm 3A/8" 1 6641bs 12721W WA 8601bs 1780 O1s WA WA WA 638@s FNed CMU 714• SS Eka AwQreGetr 2' Z. 9481bs 1892 tbs WA 18921ba 37841hs WA WA WA P7 870 Steel 8-(G5)$a 0.48' 1JI8" 3411be W2Ibs 1363ibs BB2 Ifx 198316s 2D451be Woad d12 Steal (G5) 0.54' 13/e' 44216s BB51bs 17T0b6 8B59a Melai k12 Steel Sarew(G5) 0.324' �iea 550Ibs 11201bs 2120IN 1120Ips 22401ha 33� Ibs 1Tla lbs 2654 Ibs WA NIA 143016s WA WA 2867 Ibs 946fbs '3411bs 442 (M S60f NIA WA 602 Ibs 8851bs 112011m ANCHOR CAPACDY ADJ USTMENT FORMULA: (DP,)X( ANCHOR CAP„,tea„� )=ANCHOR CAP.=,. MULLIOI( 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 MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, FIGURE 1: , FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: FIGURE 10: FIGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • ° LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ■ • • 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS • • • • • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CLIP 4) SUBSTRATES- CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FI (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREA • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF MUST BE THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL • • • • • • • • USED IN 'BEAT LEAST .125" THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW PAIRS' THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 rrr . rrr cf) 11 x x O < Z ..0 0�� €am PRODUCT REVISED s complying with the Florida Building Code NOA-No. 17-0630.01 Fxpirattion Date 05/26/2021 00 My * : N0. 58705 1 B TATE OF ' 'A.LHhJ1N FL P.E.# 58705 TABLE 14A Mullion capacity Table 1.26" x 2.11" x AZS"Alum TubeMull° 42N 48M 50.6251n 54N c 601n 63 in a 66 N, Opening Width (for pert mIrN-spanning BON Radargalar T rer9 Ldr'B '_ .. �. 90.1 9 134b 411 604 403 81.4 317 SW.S 3fi2., 67.2 266 424 318 635 251 30.9 258 37.2 2D7 2fi7 234 31.6 189 232 213 TI.O 173 ML01cm) or OPeriling Height SO R �Olar Tare . a. m �. 8 8fl1 526 134.1 411 53.7 403 78.1 315 45.7 362 64.6 284 260 27.5 258 204 21.7 234 tB. 37.7 31Br1l. 20.6 219 170 ((or MA2onta0y-spariri mallons) WeO in +awing 1341 4t1 501n Reclalgdar Loadng 120.2 60.5 fie,B 56.5 so-m &� `J26 AM 36Z 318 TaNrnanB Loading 14fl9 94.7 79.3 64.2 45.7 39.1 33.T P 419 325 779 Rectangular L�hv a taa0 6B0 T21435.3 28.5 701n .. E26 AM 3fi2 310 258 234 213 T2P•Ttl L..dna 138.9 B8.4 71.9 57.7 40.7 34.7 29.8 M p 414 no 289 256 210 192 1T8 Re S�, 721 4fl3 41.2 338 247 2f.4 1fl8 1001n gular 626 403 362 318 256 234 213 7ra{Yi B. Ldirtg 1341 4N 76.6 314 fia6 2B3 49.6 249 311.4 203 28.0 1B4 237 1fi9 Re �r�8aar 60.1 40.3 34.3 2&3 20.6 i7.6 15.3 120 526 4W 3B2 3tB 258 236 2t3 in T�aprRiatg. 134.1 78.8 63.5 49.7 32.2 26.6 a.2 411 314 287 248 201 1B3 167 R �a�p 5i.5 34.5 Z9.4 2d.2 17.7 15.3 ta3 74DN ear 526 403 362 31B 258 234 213 7ra�mreprrO i T�Ziixs 134.1 78.8 03.5 49.1 322 26.5 220 . 411 314 263 246 20t 1B3 t6fi R��Ing r 45.1 526 Rmlarpin Loading TraC7rrlarg. L.&VI a W44.2 W.6 62.3 2> 526 403 382 a 6 167.0 105.0 91.0 74.1 ID g 428 333 301 �7 302 25.7 403 382 fi35 616 314 283 283 27.2 15.5 13,-0 11.6 318 260 234 213 49.1 322 26. Z20 Z4B 201 166 6T.H 319 49.5 258 63.1 219 41.2 35.8 31.0 258 234 2t3 427 37.2 234 213 45.6 39.4 �0 tB3 72 in 286 178 30.1 155 23.9 179 25.8 152 20.4 1T9 22.5 td9 17.9 179 20.3 I47 15.8 178 145 76 in 20.3 S61 25A 140 20.3 161 21.6 137 17.4 161 tB.O 135 15.2 161 17.0 -- 133 _ Ts In 225 152 23.6 133 16.H 752 19.9 13t 761 152 17.5 128 a MrLInR rAPAriTY ADJU. TABLE 14B Anchor CapaelH Table lino H-CMU F711ed CMU PT Wood tAda SWSIrtE 2A Cmcn:te 3.5t Care. 1/4°99 EIro 6/16°Elco 1/4'SSEko #IO Sretl gi2SUM #12 S14-1 AM-hm JjK 3/76 EV. UltMol 1hr EJCOUO2em 5/16-Eko dam Srl6'E11ouit m 1!4'Ekal9irazm �4aCalor UItBm Aggre6atar ScleW (GS)9creN (GS) S-(G5) Anchor Clip PBtMms Z-f/T 3-1/H' 1' 2-1/Y' 1•' 2-72' 2° 3-VB' T u46- 0.54' 0. ' Ed]a IXimm a Onk 1" 2-1/7 1° 2' 1-1!4• 1-tl4° 141r- 1-V4" S-1l4' i•1/T 2' 1-3'8' 13•H' `kgle5 Emisdment (Ink 1314° W914' -m 1�s"4' 7.14° 18861os 540� SSoloa wA 7W fos 7481ts Beo ltn 16921os 6826`vs H85IDS id301os a Als:ro�s®3'MIn. O.C.!{{Y35Argle (SIPS 7(Flg. tk 7801os 1. 6901t6 15®lOs TABLE NOTES W)-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. STMENT FORMULA: (DP,) X(ANCHOR CAP....... _ ANCHORCAP.°,,. `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. FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEESHEETS 2 -23. ® 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 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046° 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 MAY BE STEEL, 18-8 S.S. OR 410 S.S. ..o me � a N w X Y Y ® F t4 U ci LD Q r zco Cf. O C 90 a A o�p PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05126/2021 ey Mleml-Dad Product Control tti II111// . aNY �....... * : No.58705 ATE sS,orVAL L1�I A. UMILLER, P.E. FL P.E.# 58705 I ACLt IOR Mullion Capacity Tabla (IbsAt°) Opening Width (for wrbca*sparring Millions) or Opening Height (for h0rimntallyspamin9 MUlicre) 50In 60 in 701n ED In 90In 100 In 1201. 1401- 1601. 3.26" 30 Ree�lar Ladg Trap(T6ang. Loadng, RedmWw Loadng Trzprfdan9. Loadng RecienoWer L.&ng Trap'Tdag. Loading Rectangular LoadngLoading 7raprrdeng. Rr4larguiar Loedln9 ilapTdarg. L--fm l�atangeW Ldn9 7r+pfTdarg. Lcadn9 Reclag0lar Ledg Trepl7derg. Loadng Re4+argder Loadn9 Loadngdm hapf111mi&[71 L.Ad g DEG. AL y. a �" z a � p m�aa a 8 z> • x y a a 2> a ' ,;_• x p n rp^ar•^a VTyAe ,.Al ` xBAYMULL s42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 80 170.0 505 170.0 992 170.0 519 170,0 Ills170,0621170.0tz4o 170,a521170.0 1458 170-0 621 170.0 1735 170.0 521 1740 170.0 521 4Bin170.0 708 170.0 524 170.0 850 170.0 fi84 17D.0 992 170.0 630 1T0.0 1133 170.0 GBI 1700 1275 t70.0 677 170.0 W7 170.0 6B0 1522 1522 170.0 6B0[42. 1522 170.0 680 1522 770.0 660 50.626N 170.0 747 170.0 563 170.0 996 170.0 631 170.0 COW 1740 fi84 1T0.0 1795 170.0 723 110.0 1345 170.0 747 1642 1443 170.0 756 736.0 1443 170.0 756 1443 170,D 756 1443 t70.0 715 511n170.0 797 170.0 61Z 170.0 956 170.0 691 1700 1116 170.0 764 170.0 1275 170.0 BM 160.4 1353 170.0 837 144.3 1353 170.0 856 t203 1353 170.0 681 13S3 170.0 861 1353 170.0 eB1 50 in 170.0 985 1T0.0 701 170.0 10M 170.0 797 167.0 121E 170.0 878 146.1 1218 170.0 944 129.9 1218 159.8 936 116.9 1218 1511 924 97.4 1218 146.1 913 12fS 146.1 913 1218 146.E 913 83 in 170.0 930 170.0 745 170.0 1116 170.0 850 1502 1150 168.8 933 01.4 1150 me 914 116.8 1150 141,9 698 105-/ 1150 134.2 885 878 1150 126.7 871 1150 1252 670 1150 1282 870 Win 170,0 974 170.0 789 152.4 1048 165,E 881 130.6 1048 146.6 804 114.3 1048 133.1 650 101.6 1048 123.4 839 91.4 1049 11a6 830 762 ID48 109.4 821 1048 tOB2 878 1048 10B,2 818 725. 140.E 880 147.9 764 117.4 8B0 128.0 748 104fi 880 i10.e T64 8a0 BBO 100.0 722 782 B80 92.0 '712 70.4 8� 802 703 56.T 886 792 693 880 76.5 688 44.0 Me 76.4 868 J -TIT 119.] 780 125.1 fi90 99.5 799 106,4 676 e5.5 790 83.3 663 74.8 790 83.9 fi62 66.5 790 76.9 843 59.9 790 71.7 635 49.9 790 S4,7 624 790 62.1 819 3T.4 790 61.5 617 7b In 770.8 750 115.5 657 82.3 75a 98.1 6N 79.7 750 85.9 632 69.2 750 77.1 621 61.5 750 70,6 612 .4 750 667 605 482 760 58.4 594 39.5 750 562 588 34.6 T50 65.5 58fi 90 in 72.1 567 74.4 500 60.1 Ss3 629 491 51.5 593 54.8 483 45.1 563 453 475 40.1 Sea 44.4 466 36.1 563 409 462 30.0' 563 35.2 452 25.8 663 313 445 225 5W 31.8 442 98 in 59.4 695 61.1k4431 495 51.5 435 424 - 495 44.a 427 37-1 4% 39.9 d21 33.0 495 38.1 41529.7 493 332 409 26.8 495 29.7 400 2t.2 495 2G.6 394 198 495 25.0 390 1.7 '39f 42B 3S1 35.5 348 23.8 391 31.1 342 26.1 331 27.6 33T 23.2391 24.9 333 20.9 391 22b 328 17.4 391 19.7 321 14.9 391 17.8 315 N38d37039.2 370 33.0 330 27.5 37025.3 320 2t.4 370 22.5 316 19.2 370 20.9 312 16.0 3T0 1ed WS 344 317 30.1 317 26.0 284 21.7 317 22.5 280 19,0 317 19.9 276 18.8 317 17.9 273 1441n 17.6 220 17.8 TABLE 158 AnchorCa ad Tahle bs Substlale 2.7k Concrete 3.5k Corm- HoDow CMU Filled CMU PT Wood Wel 5111' Elco 174" SS El= 5li6' El= IW SS Elco A1C Steel A72 S teel #12- Clip Patterns Aachcr type Nis' LTgo Ultracon t/4` El.. Urcmcon Ultracon 3/1fi M. Ult-n 1/4- Elco UOradar Agg.Gat. Ultracon AgOreGMcr Sorew (W) Screw (W) Screw (G5) Anchor Edge Oietance(inl: t` 2-1/2' 7` 2-ifC 3.118" ' 1' 2-12" 2 11/8' Y 0.48° 0.54" 0.329"Embedrn-I oR 1574' taR' 13/4 1�ld Y " b174- 1-114' 1.114' 1-114' 2' 1-318' 1�16' Cedes O.C. / (2) 215 Angle Ceps I (F10. It 950 ms 3801bs 460 {ba 880Ibs i1001bs =NAA:81-0 s 354Ibs 7401he 3741b5 T201bs 9dfi m6 347 Ibs 4421t 5B0 ms 4 Arehors ®3.S M1n. O.C. / k12Y5 Atg@ Crips / (Fq. 2): 7B0 6s 7B0iba 79016s 78701bs 2525 ms s NIA 1120 an 748 Ibe E80 Ibs 1892Ite 021bs BBB Ibs 1120 ms ndare 0 2.71' Min. O.C, / (2)245 Angle CIPs 109, 4 1120lbs 11201be 9581hs 22461 a 22541b6s N/A 10591bs N/h 13201bs 7UA 10221bo 1327 It. 1680lbs 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 ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083T5 AND 13EAMINIMUM OF.125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18-5 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP-) X (_NCH AOR CAP,::,:) _ANCHOR CAP., , MULON CAP.,m.,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 30' BAY MULLION 13.2750' PRODUCT REVISED as complying with the Florida Building Code NOA-Ne. 17-0630.01 Expiration Date 05/26/2021 By Miami-Ratle Product Control 1i 71111111/// Pa"�': 'y10ENS�'•�C��' No, 58705 •� r-ITEel ONAL 1ENG A. LYLER, P.E. FL P.E.# 58705 TABLE 16A Mullion Cavaoft Tabla bs1R= 326" 46 DEG. AL BAYMULL in TreplTdarte• Lan6ng 1T0.0 170.0 170.0 170.0 170.0 170.0 170.0 169.9 143.6 1325 65.4 70.1 48.8 45A 435 524 563 612 . 701 745 78s 077 782 754 57, SOB 465 385 Rectar5ulm Laadng T111-1 170.0 170.0 170.0 170.0 170.0 170.0 170.0 134.7 114.5 1059 68.9 56.8 39.8 06.8 6o 7d4 850 age [)56 1063 1116 1169 10f0 906 881 646 588 449 425 in TrapRliang. Laa6ng 170.0 170.0 170.0 170.0 170.0 170.0 170.0 144.6 1720 112.5 72.1 59.1 412 379 �� 478 Sea 031 e!n 797 850 903 859 775 738 564 499 399 379 Rectangular Lwam 170.0 170.0 170.0 170.0 170-D 1829 148.4 115.4 98.1 90.8 59.1 48.7 342 31.5 701n eti8 992 1046 file 1240 1247 1190 1010 BOfi 881 6/6 586 149 425 Opening Treprrdeng. Lcadno 570.0 170.D 170.0 170.0 170.0 170A 1837 1272 107.1 88.8 629 S1A 35.7 328 Width aa SD6 830 6B4 754 67S 940 985 e42' 761 725 554 491 393 373 (forterli Racien9utar Loafing 170.0 170.0 170.0 170.0 157.1 1425 128.8 f01.0 85.9 79.4 61.7 426 29.9 27.8 BD a� g92 1133 1195 1276 13D9 1247 1790 1010 Bub 861 ed6 Sea 44g @5 *spanrbrl3 N TrepJTrhn9 Loafing r 170.0 170.0 170.0 170.0 170.0 1845 147.9 114.7 96.2 88.5 S8.1 46.8 31.T 29.1 L• 519 661 723 $03 941 983 045 0ffi 749 713 6. 483 397 357 m ilions) Rectmleuler Laading r od 170.0 17D.0 170.0 1TD,0 139.7 126.7 115A BB.B T6.] 70.6 48.0 37.9 26.6 24.5 or 901. L• the 1275 1345 1434 1309 1247 1190 1010 90e 061 646 see 469 425 Opening 71ap1iliali9. Lmding r 170.0 1700 170.0 170.0 170.0 1528 136.5 105.fi 88.2 91.0 509 41.4 Z8.6 282 Haight ,a _ 521 677 747 837 996 17G5 928 817 778 703 .7 476 382 3fi2 (far Ractellpdar Loading d'.- ` 17D.0 170.0 170.0 i55Z 125.7 1No 10.3,9 e0.e` 88.7 63.6 41.4 34.1 23.9 22,1 irrimrdaLy-spanrim lea o 1240 141T 1454 1455 1309 1247 1190 tDtO 808 861 648 $66 149 425 in Trt4ilydan9. La 170.0 17D.0 170.0 170.0 163.5 144,3 1Z8.4 88.9 823 75.4 47.0 38.1 26.1 24,0 inO �"si 521 690 756 85fi 994 952 B14 807 779 694 530 470 377 356 mtdliorts) Reatan9�la Loafing r 170,0 163.7 447.1 720.3 1D4.6 95.0 88.8 87.3 57.3 51.0 34.5 25.4 20.0 18.4 120 aas$ -IUUUUU� 1488 1637 1552 1455 1309 1267 1180 1010 BOG Bet fi46 568 449 425 in TraplTdang. Laed0.g 170.0 170.D 170.0 •170.0 157.1 138.2 119.5 90.8 74.7 68.1 41S . 33.4 22.7 20.7 21 521 680 758 881 982 &16 896 79$ 718 681 Sig 459 368 350 Rectarlgular Laadn9 r 170.0 140.3 128.1 If0.8 89.8 81.4 742 57,7 48.1 45.d 29.5 24.3 17.1 15.8 140 r 1735 1637 1552 1455 1309 1247 5160 1010. 908 861 646 50 449 425 in TraPTdarlg. Loafing 2 o 170.0 170.0 170.0 I70.0 157.5 135.7 fle.1 87.8 77.2 64.5 38.2 30.5 20.4 18.8 r o 521 680 756 861 882 935 593 790 710 6T5 511 452 701 343 Red4ngulrs Loading r 150.3 122.8 110.4 f17.0 78.6 77.3 64.9 50.5 429 39.7 25.9 21.3 15.0 1501n D 1871 1637 1552 7455 1309 12{7 1190 1010 906 861 64fi 568 469 Trap/rdanB. leafing L• 1700 170.0 170.0 770.0 167.1 135.T 118.1 87.7 70.6 35.5 28.7 18.9 E 52i 630 756 851 982 935 893 T89 708 672 507 447 35fi Reclengtlar Laedr9 a 50 as aTI-18116 620 708 r� n7Z C 3 � 12N 48N 170A 170.0 50.6258i 54 in go in 170.0 170.0 170.0 147 797 885 631n 170.0 970 BeN 170,0 974 In 161.6 1010 76In 137.4 0G8 781n 90 in f27.1 827 fifi1 Edb 88 in 682 588 108N lit In 47.9 44.1 449 425 ZO In 12 34.9 384 35.5 331 28.1' 3" 29.6 '128 24.9 364 25.8 ]27 21.9 36/ 228 317 19.4 384 20S 313 17S 38d 16.7 309 " 144In 20.2 253 21)4 233 10.8 1 253 17.1 230 TALI F IRA - - - wnenor ea acI Iaore r" Hou-cmU Ffl. CMU PTNboO Mehl S.W.W. 2Tk Comrete 3.5k Cane. t14. 8G Eko 5I78" Eleg 7/4' SS Eko Met..) 9125fee1 4125teer Amhar Type: 3lib' Eleg Ullncgn 7/4° M. Ultracon 5176" Elcg Ultraeon 3Ii6" Eka Ultmcan 1/4' Eko Ultacm Airg=tar Ultrecon Agereoetor Srmw (GS) Screw ((95) Screw (GSy Anchor Clip Pattems 3-118" 1" 2-112' f' 2.7/2 Y 3-118' 2' 0.48' 054• Edge Dsteme(Nk2-7l2' 1-3/4' t-N4' 131a• 2• t-Im 1-114° 1-1/d' 1-174' 1-11d' 1.174° 2" 13/8° tJlfl" vedes 'e Embe,lr MOn): 2 Andros 5° Min. O.C. I I2) 2x5 Angle Clips I (Fig. 1T 1,14• 390 gx 390 @s 45016s 8901ts 1700 @a 2701ds 280lbs 354 M 7401 n 3741� Me Ibe 940 lba 1892 @s 341 111 882 @s 4421bs 8851bs 560 @a 77201ba 4 Andros 3S' Min D.C.I RJ 2s5 Angle Clip / (Flp. 2j[ 780 @s T80 @s 7901ts 16701bs 2525 ga 54010e 56076s WA 1t201M 748Ibs 880 Ibs @s N/A 10Z21bs 1327 @a 7 WO Its 6 Anna. a 2.11-Min O.G / (2) 2x5 -- -1s / (FB. " 11201bs 112D Its 9561bs i24616s 2254 @s N!A 9{0 D:1 WA 10591bs WA 1320 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 ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL SE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063-T5AND 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 & #12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S. OR 410 B.S. ANCHOR CAPACITY ADSUSTMENT FORMULA: (Op- ) X r ANCHORCAP__ _ 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 LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT W ILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACI YTABLE. PRODUCT REVISED as complying with the Florida Bulldlna Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 LYN/v ��;.•-• L10ENyF • /�� i TATE F; OA1(�E A. L/YNPAl1Y1k111Z, P.E. FL P.E.# 58705 STANDARD CLIP 6063-TS ALUM. 2 000" XSECTION .125° 5.500" -CUT HERETO .3T5' .375" 3.125" i CREATE F-CLIP, SEE MIN. MIN. r DETAIL F, SHEET4 r-------I r--------i A L_ ------ L------- J `- STANDARD CUP 6063-T6ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVI£W WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE V DIAMETER ANCHOR DIAMETER+ 1116'. .375' MIN. MIN. ---- I I I i I I B D I I I C OFFSET CLIP 6053-T6 ALUM. .125" TOPVIEW I� 2.125 ULLIP 6063-TS ALUM. X-SECTION 125"j I ^� 4- .338° MlN. A I U-CLIP 6063-T6 ALUM. TOPVIEW Z.ENTER'OF ANCHOR LE MUST LIE THIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116", 1' X 2.75' X.650' MULLION 6063-T6 ALUM. XSECTION 2X5 ANGLE CUP 6063T6ALUM. 2 L" XSECTICN 125' 5.000'-'1 .376' MIN. I� ---------------------- FDASHED 2X5ANGLECLIP 6063-T6ALUM. TOPMEW HOR HOLE MUST LIEWITHINTHE ARY. SEE SHEETS 5.18 FORTHE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER' V16'. Mull Dimension (sheet#) PGT Part # Mullion Sld. CHP Offset Clip U-Clip Angle Clip 1" X 2" X.125" (5) 66605 666113M 6661118M 666243M 666511 M 1" X2" X.375" (6) 666DDS 665114M 6661119M 666244M 666512M 1" X2.75" X.375" (7) 66607 666115M 6661120M 666245M 666513M 1" X2.75' X.65D' (8) 6,6608 M116U 6661121M 666246M 666514M l" X 3.126" X.500" (9) 66637M 6661116M 6661114M 666242M 666515M 1.26" X3.18B" X.26S'(12) 66641M 6661117M 8661113M 666241M 666516M 1.26" X 2,11" X A25" (1 B) 69370 WA NIA I WA 6WS17M NOTES: 1) HOLES TO 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. TARI F A Dimension Value (In) For Mullion: A 1,625 11 X2' X.125" Aluminum Tube Mullion B 2.654 C 0.895 D 0.740 A 1,125 1° X2" X.375° Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 1" X275`" X .375 Aluminum Tube Mullion B 3.000 C 0 0.757 1.118 A 1.312 1" X 2.75" X . .850" Aluminum Tube Mullion B 3.000 0.476 0.836 2.000Z637 V X3.125" X 500"Alum Tube Mull rC 0.863 1.137 2.625 1.25' X3.188" X.265" Alum Tube Mull 3.262 C 0,862 1.782126'X2.1l'X ffD 1.813 .121' Alum Tube Mull PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miumi- � Product Control ,,N ..LYNN. �. No. 58705 41;\ �i fCs '•FLORID?.. •'• ��� FL P1 8705 1.25'X 3.26'X.100" 125"X 3.25"X,624° MULLION MULLION 6005 T5 ALUM, 6005-T5ALUM. X-SECTION X-SECTION 740"^ E K TANDARD -TUALU IP2125" 2X5 ANGLE CLIP2.000°606SECTI UM. 2.000"X-SECTION U-CUP 6063•T6ALUM. I 6063-76 ALUM. XSECTION ,125" 04 .125' X-SECTION Z ° N 125°� O 1°X4X.375" "T"-MULUON CUT HERETO 0063 T6 ALUM. •375° 37�c. 3.125°-{ _CREATE F-CLIP, SEEE 1 X-SECTION MIN I DETAL F. SHEET r_______, I r------- .7 I I I I I I 1 I I I I I 1 I I I I I I I I 1 I 2.875"� 1 I I I F t250' 3 I I I I I I 1 I I 1 00"L_______..Iq° 1 1 I I rt. STANDARDCUP CENTER OF ANCHOR HOLE MUST LIE 60B3T6 ALUM. TOPVIEW --1 .820" F"- WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-17 FOR THE ANCHOR O.C. 1.25" X 3.94" X ,624" DISTANCE. MAXIMUM ANCHOR HOLE MULLION 6005-T5 ALUM. DIAMETER: ANCHOR DIAMETER. IM 6", X-SECTION \\ 2.661°1.877/rl •125" MN. 1.377'� 125' I TI 1 I .125" .125° 1 30, 3.250"45" BAY MULLION I 3.250° 30"BAY MULLION 6063T6 ALUM. 6063-T6ALUM. I X-SECTION X-SECTION r I .228°� i-.981°--� .226°J-•.-.981'� i I I I H I I I I 1 I I I 1 I I I I I G OFFSET CLIP 8063•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 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 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 1116". .375" CENTER OF ANCHOR HOLE I MUST LIE WITHIN THE DASHED BOUNDARY. SEE F SHEETS 10.17 ¢ FORTHE ANCHOR O.C. DISTANCE MAXIMUM I ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". U-CLTP 6063-TB ALUM. TOPVIEW TARI F r` 375" Dimension Value Qn)j for Mullion: F 3.687 1' 'i- X G 1.000 .125' Aluminum H 2.600 1 3.000 Tube Mullion F 3.187 1"XI" X G 0.757 .375" Aluminum H 2.430 1 3.000 Tube & "T' F 2.250 1.25'X3.25° G D.750 X.100" Aluminum H 1.500 I 3.250 Tuba Mu6kn 5111111111111111111 TART F C. CnNT. Dimension Value (Infl For Mullion: F G 1.938 0.500 1.25" X 3.25" X.624° Aluminum Tube Mullion H 1 1.438 3.250 F G 2.625 1.125 125' X 3.94" X.624" Aluminum Tube MulOon H 1 1.600 3.250 F 2.813 3D" Bay Mull F 2.875 45" Day Mull OD 375° W In p O co c0 MIN. � cn W .375" Z @ MIN. J 0 D_ g Z V 0 I Q�2 z W U j F 2X5 ANGLE CLIP 6063T8 ALUM. TOPVIEW PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 0 w Miami ode roduct Control w T V Z of \1111111/1//! Mull Dimension (sheet#) PGT Pad# Mullion Std. Clip Offset Cllp U-Clip Angle Cllp 1" X4n X.126"(10) 69364 666111M 6661122M 686241M 666518M 1' X4° X.375' (11) 68610 686112M 6661123M 666242M 66&519M 1" X4" X.375"T (11) S 25" X3.26" X.100" (13) 1.25" X3,25' X.624'(14) 66653 20160120312 2018IM0315 696112M 6661127M 6W1128M 6661123M 6661124M 8661125M 666242M 66824faM 6682411M 666519M 6665115M 1.25" X3.94" X.624" (15) 20162 6661117M 6861126NI 660241M 30 Degree (19) 66649 NIA WA WA z 45 Degree(20) 66660 WA WA NIA z Q;.. * r No. 58705 �''�L,S,��IVAL ENS•`• 0 A. LYNN MILLER, P.E. O FL P.E.# 58705 Mull Dimension (sheet#) PGT Part# Mullion Std. Clip I U-Clip Angle Clip 2"X4"X,25"(I B) 66602 666261M 668271M 6665112M 2" X6" X.25" (17) 1 65604 L668262M I 666272M 1 6665113M --I r--.125" STANDARD CLIP 6063 TBALUM. 2.000 X-SECTION NOTES: I .125 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5 500° 2.000" 4.000" .250' 2"X 4' X,25' MULLION 6063-T6 ALUM. X-SECTION .250" r-20GD°----1 6.000' rx6'x.25 MULLION 6083-T6 ALUM. X-SECTION u I U-CUP 2X5 ANGLE CUP a� � 2125° '063T6 ALUM. 6063-T6AWM. 02 XSECTION 2,0D0• XSECTION I I N .125" L .125, U T Z CUT HERETO 375° 3.500" CREATE F-CLIP,' . MIN. MIN. _ SEE DETAIL F. .375" rt .375° MIN. r SHEET4 MIN. ------------------------ . I f 1 I I I I 3.438° re + 3.438" 1-_______� I I I 3438" I I I I I I I I I I I 1 I I .375' I L_____________________ J MIN. STANDARD CLIP U-CUP, 6063-T6 ALUM. 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. /GENTER D FU-CUCENTER OF ANCHOR HOLE MUST UE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPMEW TOPMEW WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER -1/16', THE DASHED BOUNDARY, SEE DIAMETER ANCHOR DIAMETER+1116'. SHEETS 16-17 FOR THE ANCHOR O.C. . 5.500" DISTANCE. MAXIMUM _ ANCH OR HOL E CUTHERETO ANCHOR DIAMETER+1116". 3.500"CREATEF-CLIP .375" -SEEDETAILF, .375" - E 5.000' I ,375" SHE4 MIN. MIN. .375' 1 I t I I I I I I I i I I I I E I I I I I I I I I I 1 I I 5.439" I .I I � I 5.436° I I I I I I I I I i I I I i I I 1 I I ,375" I MIN. STANDARD CLIP'L U-CLIP 2X5 ANGLE CUP 606346 ALUM. fi06" ALUM. 6063.T6 ALUM. TOP VIEW USED FOR 2" X 6• MULLION, SHEET 17 TOPMEW TOPVIEW PRODUCT REVISED as complying with the Florida Building Code .-Na. 17-0630.01 Expiration Das 5/26/2021 By Miama Product Control `�11111 f 171,h1 AY �YNIV �° 1.5CEN No.58705•� -0 ST p �%•'���� ()NAL IENG`�\ A. LYWhhILL�R, P.E. FL P.E.# 58705 EXAMPLE ' 72° MULLION0MU LENGTH 1: SINGLE VERTICAL NO ANCHORS -SEE FENESTRATION PRODUCTS APPROVAL\ • ^ NOANOHaRsiN 3Z. OPENING MULLION W HEAD SEE DETAILS, SHEETS Z-3 ^ �J' SEE DETAILS, SHEETS 2-3 WINDOW SILt 32° WIDTH WIDTH 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+60.0/-60.0 PSF. i) INL7IALLY ASSUMING THATA 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72° AND THE OPENING WIDTH IS 32'+32+1"=65'. REFERENCING SHEET 25. THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +8041-60.0 PSF. IF THE TABLE DOES N07 SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE FROM TABLE 3A, SHEET 7, THE 1"X 2.75° X .375' MULLION (LENGTH = 72", OPENING WIDTH =70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2,75" X .850" MULLION (LENGTH - 72'. OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)#12 ANCHORS AND THE 2X5 ANGLE CLIPS Wl1N (4) If12 ANCHORS HAVE A CAPACITY OF 8B5 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILLV. APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PER THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X 636 LBS ) = 524.9 LBS (NAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72,7 PSF a `�' a c o i u .- G N N N Z u_ O j U W S = U. W O U. T0+1 u ~ ? z i m Ec THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-318". THE OPENING REQUIRES A DESIGN PRESSURE OF+50.O/55.0 PSF. Q P ' FOR THE VERTICAL MULLION: ~ Q a Z 1) INITIALLY ASSUMING THATA 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1°=105" AND THE OPENING WIDTH 1336'+36"+1'=73°. REFERENCING SHEET 25. LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WINDOWFRAME DEPTH OF 2-318° AND WILL N o Ec THE COLUMN USING RECTANGULAR 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. J EXAMPLE 2: MULTIPLE MULLIONS ' SEE nETAILs, FROM TABLE 3A, SHEET 7, THE 1"X2.75'X.37V MULLION (LENGTH = 106", OPENING WIDTH = 80')MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+1.15A PSF Lll 0_ U U) U a ' muLLWIDTH-if- SHEETS 2ND 'A WOULD NOT BE SUITABLE FOR THIS APPLICATION. XXX e Q FROM TABLE 12A, SHEET 16, THE 2' X 4" X .250" MULLION (LENGTH =108", OPENING MOTH = 80') HAS A DESIGN PRESSURE OF +f-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a z W Z U) U FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. O s:C -« of SEE SEE 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 F $ IN o�rc 3T FENESTRATION DETAILS. SHEETS ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY, THE WINDOVIMOTHS MAY BE REDUCED TO MAI AIN PRODUCT REVISED PRODUCTS { APPROVAL Zd �- THE 73' DIMENSION (35-12"+35-12'+27=731. as eam Iying with the Florida 1IF. - , T 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.' Building Code NOA-No. 17-0630.01 I VERTICALI �_ CONCRETE HEADER AND SILL ARE 8' USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1l2' GIVES AN ANCHOR CAPACITY OP 1050 LBS VMICH LS GRFJLTER, AND Enpiration Date 05I2612021 MuILION ` -, SEE `SEE THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. � BY LENGTH DETAILS, DETAIL E. DETAIL FOR THE HORIZONTAL MULLIONS: w Miaml-Tj de Product Contro OPENING SHEETS z-4 HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X.250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS. ALTERNATIVELY. ANOTHER www FOR MULON LI MULLION TYPE COULD BE CHOSEN. 6' IS, 32"+72°+2"=10G'. NG SHEET 25, THE USING TRAPEZOEDALfiRIANGULAR LOADING MAY BE THE MULLION LENGTH IS 3 AND THE OPENING HEIGHT REFERENCING rn ~ � 1) USED. FROM TABLE 12A, SHEET 16, THE 2" X 4' X.250' MULLION (a@ LENGTH = 42", OPENING HEIGHT =120") HAS A DESIGN PRESSURE OF+J-170.0 PSF WHICH EXCEEDS THE Tt REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, 2) USE TABLE 12BTO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" SHEETS 2-3 WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE ZX5 ANGLE CLIPS WITH DISTANCE OF 1' GIVES AN. ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED (4) 3/16" ULTRACON ANCHORS AT AN EDGE ANCHOR CAPACITY OF 521 LBS. •-, (�� ii 3s', HOfBZ �rI —MULL LENGTH MULL LENO'M 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 621 LBS. TABLE 12B FOR THE U-CUP SHOWS THE ANCHOR I CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE O �1�,'•• T.1GENy"F Z Q-: •,.9 OPENING WIDTH FOR VERTICAL MULL�-iI OP ANCHOR TYPE IS A 912 STEEL SCREW. No. 58705 ,• FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: _ :, I: ? - +1-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; • � S 4/-170.D PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). qTE F�,: ® T '•. �� �i CCs'•:c<ORSOP..•'G��� THE LOWESTDESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS._ �S7//0NAL VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION THE FENESTRATION PRODUCT BE INSTALLED IN 1ti..� a P.E. PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND A. LYNf(11lllHLLtLR, ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 0 FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: I 1 I I PW j LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION EXAMPLES OF TRAPEZOIDALlTRANGULAR LOADING: 00 / / � HINGDOOED LOADING OF HORIZONTAL MULL] /II cll:� / -OADING OF VERTICAL MULLION d 17) IlJ oo xo PW n U) 0 a cR ® Qwr _U' Q SH/DH o 4 PRODUCT REVISED as campliIng with the Florida 9.,,di.9 Code NOA-No. 17-0630.01 Expiration Date 05126/2021 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: MIa -D Protluct Control 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY RE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED. USE S LYNA/ 11'' • ......... 41 RECTANGULAR LOADING. ;��.�;� �,ccENSF•'•�C� 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. No. 58705 0 TAT OR S�QNAL LOADING OF HORIZONTAL A. LTI3NIMMUsdE'Fi, P.E. MULLION FL P.E.# 58705