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APPROVED, 17063001Mullions
M IAMDADE MIAMI-DADE COUNTY 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 E (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) 'www.miamidade.gov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision 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. NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted render 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 L 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 05105111, 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 5tn Edition (2014) and with FBC 6' Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51h Edition (2014) and FBC-611' 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.L, approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P,plduct 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 OPENING WIDTH FOR VERTICAL MULL - MULLIONS / SEE DETAILS / A-D,G,H; SHEETS 2-4 SEE DETAILS f k71,/ A THRU G;SHEETS 2-4 -�I Ili � II VERT. MULL LENGTH / Ili III _ I / SEE DETAILS HORIZONTAL A-D,G,H; MULL SHEETS 2.4 LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: LENULL GTH OPENING I HEIGHT € MULL LENGTH [---OPENING WIDTH--1 � y SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. CODES I STANDARDS USED: GENERAL NOTES-, 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BYOTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS ARCHES TO BE HAVE BEEN TESTED AS "FREE-FLOATING" ANO DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL INSCRIBED INSIDE RECTANGULAR NOT HAVE A GAP OF MORE THAN 114" FROM THE CLIP. SHAPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180, THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS_ 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND SEE DETAILS A THRU G; ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN SHEETS 2-4 ONLY TWO ADJACENT UNITS AT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. OPENING HEIGHY 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). FOR HORIZONTALMUST 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHER , SEE DETAILE, MULL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS, 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NOA'S FENESTRATION PRODUCTS MAY -BE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUSTBE CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH MANUFACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. BY PGT. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. �--HORIZ. MULL LENGTH ----I F_ / 'I OPENING HEIGHT FORHORIZ"WIDTH VERT. MULLMULL MULL LENGTH L j FOR VERTICAL MULL OPENING WIDTH �FOR VERTICAL MULL *2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 4AIS1 S100-12 *AISC 360-10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT LBSIFT2 FOR THE OPENING USING THE ASCE•7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULARITRAPEZOICAL". GENERAL NOTES ................... 1 INSTRUCTIONS ............................... 1 ELEVATIONS ................................... 1 MULL TO 2X WOOD ........................ 2 MULL TO I & MASONRY-- ........ .. 2 INSTALLATION NOTES ................... 2 MULL TO MASONRY ....................... 3 MULL TO STEEL STUD ................... 3 MULL TO MULL ................................ 3 ALTERNATATE CLIPS.....................4 SAY MULL INSTALLATION .............. 4 1 X 2 X .125 MULL SPECS- ............. 5 1 X 2 X .375 MULL SPECS ............... 6 1 X 2.76 X .375 MULL SPECS .......... 7 1 X 2.75 X _65 MULL SPECS ,......,.... 8 1 X 3.125 X .500 MULLS PECS.-..... 9 1 X 4 X ,125 MULL SPECS...............10 1 X 4 X .375 TUBE MULL SPECS....11 1 X 4 X .375 "T" MULL SPECS ........ 11 1.25 X 3.188 X .265 MULL SPECS ... 12 1.25 X 3.25 X .100 MULL SPECS_..13 1,26 X 3.25 X .624 MULL SPECS_.-14 1,25 X 3.94 X .624 MULL SPECS_-15 2 X 4 X .25 MULL SPECS...-....-. 16 2 X 6 X .2& MULL SPECS ................ 17 1.26 X 2.11 X .126 MULL SPECS.... 18 30" X 3,25 BAY MULL SPECS....... 19 45° X 3.25 BAY MULL SPECS......... 20 MULLION & CLIP DIMENSIONS....,. 21-23 EXAMPLES 1 & 2..._ ............ ............ 24 LOADING EXAMPLES ......................25 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY LBS/F 2 FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY LBSIFTZ OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT LBSIF-P FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED LBS . 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 AN CHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. MULTIPLE MULLIONS 7) IF THE MULLION CAPACITY (LBS/Frl OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT LBSIFT2) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBSIFTz) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSJI n OBTAINED FOR THE MULLION SYSTEM_ THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE.MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. w >L rz n n o� a o I < z° to w u- �z � O * w J I�LI O o V K Uj LU W W `� U) wz� 0 co co LU ~ Z d z Wz m = � W � EU To Q a U rZ < I` z z � ¢ a� a �Z �� Do n C�fl C] ti Q� o cv lY W 3 O Z LLl to 0 Q c�zao 2 O �+! 7 Qa PRODUCT REVISED as complying with the Florida Building Code NOA-Mo. 17.0630.01 Expiration Date 05/26/2021 Bye%� Miami- de Product Con#rot i ` No.58705 ,0"r� Of t 1= i� F4OR%0;' ��/ONAL �\.��. A. LYI�JRMIbLIHIR!\�.E. FL P.E.## 58705 A. MULLION TO 2X WOOD BUCK OR WOOD FRAMING MULLION DETAIL B: DETAILDETAIL MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MULLION HUCKSTRIP AND ATTACHMENT BY OTHERS, TYP. ANCHOR PER5UBSTRATE, SEE SEE TABLES 1B-13B n Cal 'f ~' o M 0 'r w U � 'L0 (OFFSET CLIP SHOWN) SEE NOTE 1. N SHEET 1. a 0 I I MULLION I 0 N ! I ; : I Z tq W W I I I I MIN 2.7 K51 ° ., EDGE a € 1 f SEE SHEETS a o 21-23 FOR HALE 4 I CONCRETE OR CMU .- I DISTANCE, I,l_l J � EITHER THE a I I I I LOCATIONS d a SEE SEE TABLES 1 B-13B � I5 f!J STANDARD OR a EDGE DISTANCE I OFFSET MULL o EDGE © © I a e' FOR MASONRY W Q O ~ CLIP MAY BE I I FOR WOOD FOR / I I a ANCHORS (Ji CD ( ) INSTALLED BY 4 a THIS METHOD, SCREWS L,260" d° d SIDE VIEW m _ q Z 0 a MAX FOR '6 a Q ALL MULLIONS a a EiTHERTHE I- < 4 Q Q STANDARD OR V z 2 U S ' m 2 a - 4 a . OFFSET MULL c () o - d - d .QQ- CLIP MAY BE ^� [ c ,s 0 a ° d EXTERIOR a d ° INSTALLED BY THIS METHOD. ❑ c� Z A Q _ EDGE Cn —1 .— a DISTANCE 0) 0)d d © a FOR d � C) a Q a MASONRY a. H- THE OFFSET CLIP IS ANCHORS a el n a aS[� z RECOMMENDED FOR � 4 a ° RN -FRAMED d 4 _ EXTERIORWIN a WINDOWS, BUT MAY cv ALSO BE USED FOR OTHER FRAME TYPES. z Q 0 Q _- 0 0 do S U) mO to ro TYP. ANCHOR PER S ANCHOR TE, TYP. ANCHOR /� PER SUBSTRATE, / SEE TABLES 1B-13B (J 2 TYP. ANCHOR SEE TABLES 1 B-16B / PRODUCT REVISED PER SUBSTRATE, SEE TABLES 1H-168 �rDISTANCE EPGFIEND BUCKSiRIP AND as complying with the Florida Building Code SEE TABLES 1 B-138 } ATTACHMENT I a BY OTHERS, NOA-No. 7"�G3�•I}'I EMBEDMENT eUCTRIP N A EMBEMENT r SEE NOTE 1, i Expiration Date 0512612021 ND ATTACHMENT SHEET 1. I By BY OTHERS, a SEE NOTE 11 Miami -Da Product Control p SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 01 1 f I l l /, ON`� 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION TO ANCHOR DISTANCE, THE I=�t Cry' �1G3E ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE' N�' 58705 FOLLOWING SHEETS, FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED- 3) ANCHOR HEAD TYPE MAY BE PANHFAD, HEXHEAD OR FLATHEAD. LL' Aj � OSATq5F' 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3, 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTYAPPROVED YONAL ? ti ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS- �E�\ A. LYNN MILLER, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KS CONCRETE OR CMU FRONT VIEW SIDE VIEW INSTALLATION NOTES' 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY, BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E: MULLION TO MULLION -- �.125"MIN. INTERSECTION (U-CLIP) VARIES �N' s c„ { TOP VIEW VARIES- -- NOTES: 1) MAY BE INSTALLED IN "TEE' OR "CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. #12 STEEL SCREWS, SELF -DRILLING OR PRE -DRILL MULLION AND USE SMS MULLION THE OFFSET CLIP IS CC= \ `� RECOMMENDED FOR FIN -FRAMED INTERSECTION WINDOWS, BUT MAY U-CLIP ALSO BE USED FOR OTHER FRAME TYPES, EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TAKES 1 B-13B $ j EDGE DISTANCE SEE TABLES 1 B-13B FRONT VIEW 12 EXTERIOR SEE SHEETS 21-23 FO HOLE LOCATION FRONT VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) CTU RE TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B SEE SHEETS 21-23 FOR HOLE ` LOCATIONS � NUCLEON FOR STEEL STUDS THINNER THAN 16 GA AND COMPLANT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. EDGE DISTANCE SEE TABLES 1 B-13B SIDE VIEW SIDE VIEW 0 (/; 21 Cf) m > Z a U UJ fL M m C3 Ch = ~ (0 o_ U z 5 Z I— Uz o m LU U) a 0 Q Z Z z Q �C O z CV CO IL m S C] ti o Ill --I U Z Q O _ a CE m 0 m 3 r— PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By IIIIiaml-D a Product Control EDGE ISTANCE411111I'll///// SEE TABLES \LYrY` 18-138 No, 587D5 -A AID— STAT5EF (C! Ri V.E. FL P.E. 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-D, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES, L�2 EXTERIOR STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. INTO WOOD, STEEL, ALUM, CMU OR MASONRY EXTERIOR 0 EDGE DESTANCE PERANCHOR SIDE VIEW SHOWN WITH 1" X 4" X ,125" MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES IB-138 STANDARD CLIP TO BE MODIFIED IN -FIELD. NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28" X 2.11" X ,125" MULLION. 2) SEE TABLES 1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DET'AI_L G: ANGLE MULLION CLIP (ANGLE CLIP) INTO WOOD, STEEL, DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) TYP.ANCHOR PER SUBSTRATE, SEE TABLES 19-14B 2" X 5" X A 25" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. W1 TOP VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 15B OR 16B EXTERIOR 2" X 5" ANGLE CLIP, 2 PER MULLION END, MUST BE ` / INSTALLED INSIDE OF BAY MULL. NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL. H: SEE TABLES 15B OR 11613 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. XU co } O � Lb o 2U 4 0 lu t? a w J LL of 0 0 = a tO w o� 5 0 z w 0 Z z U p c 2 �y J z 6 -0 CU 2i � 0 Ch o I Z r r Q Z z Z QQ 0) 0) Q F�— U) F—v� Q U roQ 6 :O N ! � � Ll ❑ � yV W J 1r< U) MJ VJ U d Z ¢ D o Z U) m O PRODUCT REVISED as complying with the Florida Building Code NOA--No. 17-0630.01 Expiration Date 05/26/2021 LU ca LU Miami-D Wre Product Control ur F J J Q Z ui ~flit! W f OW LY��� / No. 58705 rL ATE b A. LY4M M4 �LLtA, P.E. FL P.E_# 59705 TABLE 1A Mullion Capacity Table lbsHi Opening Width (forverticallyL-sparining minions) or Opening Height (for ho€izontally-sparn[rig mullions) 60 in 70 in 80 in 90 in 100 in 120 In 140 in 160 €n 50 Reotangular in Trapffflang. Rectangular Trap/Tdang. Rectangular TraptTriang, Rectangular Trap/Triang. Rectangular TrapfTriang. Rectangular TrapTTdang. Rectangular Loading Trap/Triang, Loading Rectangular Loading TraplTriang. Loading Ractangular Loading Irap1 iYiang. Loading i X 7 x 1.Oad`ng Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading `�.. .125 Alum. Tube = w i_ " u u o _ r r iw r V V s U m w V m W ad Mullion c+ o a i a v w a o 7 m m n m ❑ m a r� u ea u .a v �. o m c m w �° v m a+..a w a o. a `� c R m =, m QA R c CL n� m m n m a s as rAa CL.0 m � v U U U v a m m om- nr s � Z, c m a v m CL m m e c m U_ 9 U Q R U � m m m eye a ee U Li Ltl`f U U !] U� [� U c U U a U U a V v '- a C N O ' O N �' u c ' i [! fi`f L C C t 7 C C 7 2 o. L o L •�' t 77^ V 6 t '3 L 7 G _ ,� 7 .0 7 _ t V i5 G y .aC U it 7 IA 7 V 7 N V rr y, V O' j Vi •IC V a' C 91 N V ZS G 73 j N V a S1 7 A N n �� C C C area Q C d asp ¢`rz = L C > = W '� G N .a C N a �� C 7 II3 dre A C 71 a:> «ri G dl ate�a Q �u ¢� .O �� ase �� a� ��� ate ¢ov ao� .aj atr �v ¢� ao ate" 104.0 319 39.9 408 104.0 3t9 35.0 406 104,0 319 421n 111.9 408 129.5 332 93.2 406 115.5 325 79.9 408 107.8 321 69.9 4fl8 104.4 319 62,1 408 104.0 319 55.9 40$ 104,0 319 46.6 408 312 63.$ 258 62.4 3i2 73.4 252 53.5 312 67.0 248 46-8 312 63-2 246 41.6 312 61.3 244 3T6 312 61,0 244 31.2 312 61-0 244 26.8 312 61.0 244 23-4 312 61.0 244 48in 74.9 Z$1 61.5 228 45.6 281 55.7 224 39.9 281 5Z.1 222 35.5 261 50.1 220 31.9 28i 49.3 219 26.6 281 49.3 219 22.8 281 49,3 219 20.0 281 49.3 219 50.625 in 63.9 281 7Ck6 234 53.2 199 32.9 247 A1.5 196 29.2 247 39,4 194 26.3 247 38.4 493 21,8 247 38.1 193 18.8 247 38.1 193 16.4 247 3$.1 193 54 in 52.6 247 57.5 207 43.3 247 49.8 202 37.6 247 44.8 c 60 €n 38.4 200 41.2 170 32.0 200 35.4 t66 27.4 200 31,6 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 156 m J 63in 33.1 181 35.3 155 27.6 tat 30.3 152 23.7 131 26.9 149 20.7 181 24.5 19E 18.4 181 22.8 144 16.6 181 21.7 143 66 in 26.8 165 30.6 142 24.0 T65 26A 138 20.6 165 23.1 136 WO165 21.0 134 72in 22,2 139 23.3 120 18.5 139 19.9 118 18.9 139 17.5 116 76 in 18.9 125 197 109 15-7 126 18,8 107 78 in 17.5 118 18.2 104 nrtlClanR CAPACITY ADJUST TABLE 1 B Anchor Capacity Table Substrate: 2.7k Comret6 3.5k CCnc, 1*101%ow emu AnattorTypa: 3116" Etco Ulhaean 114" Elm U€lracon 5f16" Eice Ulnean 3116 Eleo Ullman 114" Etco Ullman Anchor Clip Fattems 1" 2-112" 1" 2-112" 3-t16" 1° 2-1/2" 1" 2-112" Edge distance (n): 1-SW 1-W' 1-3/4" 1-31N' 2" 1-1f4" 1-1I4" 1-114 1-1/4' Embedment (In): 2 Anchors @ 4.75" Min. O.G. / Standard or Offset Clip (Fig. 1): 393lbs 460 Ibs 7801bs 3B0 Ibs 700 Ibs 780lbs 450 lbs NIA 680 lbs 890 Ibs NIA 156011as 1644 111s NIA 1B96 Ibs 270 Ibs NIA 5401bs 280 lbs 380 ibs 560 Ibs 354 Ebs NIA N/A 7401bs NfA 760 Ids 4 Anchors ®1.15" Min_ RC. I Standard (or Offset) Clip (Fig. 2): 4Anchors @ 3" Min. O.C. 1(2)2x5Angle Clips I (Fig. 3): 2 Anchors @ 0,45" Min. O.C. I U-C11p, into .125" Alum_ (Fig. 4): N1A MA NIA N/A NIA NIA NIA NIA NIA 1 Anchorf F Glip (Fi®. 5): 1951bs T95lb$ )s 225lbs N/A 445 Ibs N/A 822 Ibs NIA 1351bs N/A 140 fbs 1901bs 177 Its N/A 370 Ibs NIA 2 Anchors @ 1.15' Ml THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. NOTE: FOR THE OFFSET CLIP, USE FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE 6: 114" SS 00o 5116" Elco AggreGator Ultraoon 2" 3-116° 1-1/4" 1-114" 3741bs 664lbs NIA NIA 74814s 880lbs NIA NIA 1871hs 3321bs NIA NIA Riled CMU FT Woad Metal 114" SS 1=ico #10 Steel #12 Stee€ #12 Steel AggreGatCT Screw (G5) Screw (G5) Screw (135) 2" 0.48" 0,54" 4.324" 2" 1-31B" 1-3l8" `GTles 946lbs 341lbs 4421bs 560Ibs NIA 682lbs 885lbs 11201bs 1692lbs 682 Ibs 685 Ibs 1120 ibs NIA NIA NIA 715 lbs 473lbs 170lbs 2211bs 280lbs WA 341 ibs 4421bs 5601bs 'MENT FORMULA' (DP..) X ( ANCHOR CAP.- ANCHOR CAP.�a MULLION CAP'-T-) USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, -- 1.000" �- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULI_ION AND MULLION CLIPS SHOWN ARE NOT TO SCALE_ FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. [1- .125" 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF A25" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1" X 2" X .125" MULLION 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, rx w Cn w EL' F 2 C� s 1 a L) Z ua F- U) 3 in z M C7 ri r 0 N O r 0 EY 0. Q U U) o Z U� �E �I (0 2 Q J F- -J Z Q � W X ,I- N F- X U O T 1 III W U) 1n _ H C0 W 0 Z Q U rn CD N CO CD C) w CD PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 (Expiration Date 0512612021 By Miami-D Product Control No. 587©5 Qom'. STATE IF (rj AL A. L�NN1WUIILY�, P.B. FL P.E.# 58705 TABLE 2A Opening Width 70 in Rectartguiar Trap�Triang. Loading Loading (forveitically-spanrdng Rectangular Loading o n c - 22 G 113.6 76.0 64.8 53.4 38.9 33.6 29.2 80 i 'V a s m e U ° Q 662 507 456 400 324 294 258 Mullion in Trapfriang. Loading v m �v .` -2 Cr 169,5 102.6 84.6 67.3 46.9 39.8 34.1 Capacity o a m m m °? Q. 518 399 360 ale 260 237 218 mullions) Rectangular Loading ? °i �c - 100.9 67.6 57.6 47.5 34.6 29, 9 26.0 Table or 90 z U a s rn `° 662 507 456 400 324 294 268 Ibslle Opening in Trapl7liang. Loading i__ o & m 168.9 99.6 ' 81.3 64.0 43.9 37.1 31.6 Height a a n cu o. CU 517 Sul 367 315 257 234 215 (far Rectangular Loading n � c 90.8 me 51.8 42.7 81.1 26.9 23.4 lx zontally-spanning 100'sn � a rn o` d °CC,, c m 662 507 458 400 324 294 268 TraplTriang. Leading "n m c '.' ; 16a.9 99.0 80.0 42.026.0 62.3Nj,&O, 35.2224 29.819.5 a "� Uc a cr 517 396 356 mullions) Rectangular Loading n U c`� _� 75.7 60.7 43.2 36.6 120 n� L]UJUJU5__U o cr c m 662 S07 456 400 324 294 268 in Trapllriarg. Loading f0 e rc42in 168.9 99.0 80.0 61.6 40.5 33.5 28-0 R a .� ° ao 517 396 356 313 253 230 210 Rectangular Loading m a 64-9 43-4 37.0 30.5 72-2 F12.9 140 m ^w °. y� R Qc' 662 507 456 400 324 294 268 in Trapadiang. Loading a_ "m R 168.9 99.0 80,0 61.8 40.5 33 4 27.7 �� o M oN 517 396 356 313 253119.5 230 209 Rectangular Loading 5fi.7 38.0 32,4 26.7 16.8 14.6 160 662 507 456 400 324 254 268 in TrLoadiang. Loading ttbpp 188.9 99A 80.0 61.8 40.5 33.4 27.7 � N A 517 396 356 313 253 230 209 1 x 2 x .375 Alum. Tube Mullion 50 in 60 in Rectangular Trap'Triang. Loading Loading Rectangular Loading TraprTriang. loading i; ° a ,� G es m .e '9 p�3y�CCaic Q CL '° n ° G •V a cm � 4 % WW:Z a m U of 7 G w a s . U Q n cc ,,,_ ,iCN z 'u w V `o W .c 7 V ( p u Q U t 'yCCNaw C -� a �. 48in 50.625in Sdin fi0 in 63 in 66 in 72 ih 76 in 78 in Do in 96 in 470.0 820 170.0 435 170.D 478 129.7 662 170.0 506 121.6 507 136.0 419 101.4 507 119.2 410 56.9 507 106.7 403 03.7 !85A 456 400 114.6 93.3 379 336 86.q 71.2 456 400 99.9 80.9 371 328 74,1 61.0 456 400 90,5 72.7 364 322 623 324 66,9 276 51.9 324 57.5 270 44.5 324 61.2 26d 53.8 294 57.4 2S2 44.8 294 49.2 24& 38.4 33A 294 268 43.6 37.5 241 221 46.8 268 49.6 230 39.0 268 42 4 225 22.5 225 25.6 165 20.0 226 23.5 182 18.0 225 22.1 15A 225 20.3 177 225 19.6 175 11.3 22S 9.6 176 36.0 225 37.9 196 30.0 22b 32.2 191 25.7 225 28.4 188 19.2 17.7 202 192 71.5 19.7 167 159 17.0 15.7 202 192 19.7 18.1 165 157 15,3202 14.2 192 16.4 16.8 [ELI 163 155 12 8 11.8 202 192 16.7 16.2 160 152 10.1 202 192 15.9 14-4 158 150 9.6 8.9 2D2 182 15.8 14-2 158 15� 30.6 202 -320 177 25.5 202 27.2 173 21.9 202 23.9 170 28.3 192 29.6 168 23.6 192 2S•1 165 20.2 192 22.0 162 18.b 144 19.0 128 15.4 144 16.1 126 AMr-PCIP CAPACITY ADJUS 15-2 127 15.6 113 TABLE 2B Anchor Clip Patterns 2-7k Concrete 3116" Eloo Ultracon I 1/4" Elca Ultracon 1" 2-112" 1" 314' 1-3I4" 1-314" Ibs 2 Anchors a0 4.75' Min, 0.0.1 Standard or Corset UP Irrg. IT. aO Ibs 460 Ibs 780 Ibs NIA 195 Ibs 390 lbs 700 Ibs 780 Ibs j NiAL 1 195 Ids L 35o Ibs AND 450 NIA 680 Ibs NIA 1 225 Ibs NIA AN( 4 Anchars @ 1.15" Min. O.C. I Standard (or Onset) Clip (Fig. 2J 4 Anchors Qa 3" Min. O.C. 1(2) 2x5 Angle Clips 1(Fig. 3). 2 Anchors @ 0,45" Min_ O.C. I U-Clip, into .125" Atum. (Fig. 4j 1 AnchcT I F-Clip (Fig. 5): 2 Anchors @ 1.15" Min. O,C.I F-Clip (Fig. 6): 1 249 Ibs PATTERN NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR 3.5k Conc. 5118" Elao Uftracon Table 3I16" Elco Ulracon 1 1I4" Eleo Ultracen 2-112" 3-115" 1" 2-1I2" 1-314" W. 1-114" 1-114" 890lbs 1644lbs 270Ibs1 2801bs NIA NIA NIA 380Ibs 1560 !bs 1896 Ibs 540 Ibs 560 Ibs NIA NIA NIA NIA 445 lbs 1522 the 135 the 140 Ibs NIA NIA NA 190 Ibs -R VALUES AS THE STANDARD CLIP 1" 2-112" 1-114" 1-114" 354lbs 740lbs NIA NIA NIA 750 is NIA NIA I77lbs 370lbs NIA NIA Filled CMU PT ]Hood Metal 114" SS Eice 5116" Elco 1I4" SS E€co #10 Stee! #12 Steel #12 Sted AggreGator Ulm- Aggn:Gator Screw (G6) Screw (G5) Screw (G5) 2" 3-118" 2" 0.48" 0.54" 0. 324" 1-1I4" 1-114" 2" 1-318" 1-3I6" varies 374lbs 604lbs 9461bs 3411bs 442lbs 560lbs NIA NIA NIA 682ltas 885lbs 1120lbs 7481bs 8a0 1 bbs ieg2lbs 682Ibs 8&516s 1120lbs NIA NIA NIA NIA NIA 1 715lbs 167Ibs 332 Ibs 473 ibe 170 tbs 221 Ibs 2801bs NIA NIA NIA 341 Its 442 Ibs 1 560 tbs rMENT FORMULA: (DP_) X ( ANCHOR CAP. F�`T`L) = 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 - FIGURE 1: FIGURE 2: TABLE NOTES: ® 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 411 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERFOLATICN BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 0 0 ANGLE CLIP MUST BE USED IN PAIRS, FIGURE 4: FIGURE 5: FIGURE 6: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THEE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 410 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S,S. J -61 U .Ti O O co 0 z_ U) z U LL, � m G7 0 U < r Z U") m6 a ti N cf] cn a uLI X U X Q r mQ 3� PRODUCT REVISED as complying with the Florida Building Code NOA-Mo. 17-0630.01 Expiration Date 05/26/2021 By - Miami- ad roduct Control co C) N N 4 u_ C W W U LLL LU W (I) to i- U) W 0 Z Q U 0 G] -►� 1.000" �- o`11II1P11p/ 2-000" No. 58705 1"X2"X-375"MULLION u;TT�E p rri7 OVAL ` A. LYNN MILLER, P-E, FL P.E.# 58705 TABLE 3A Mullion Capacity Table (lbsAlf) 1 x 2.75 X .376 Alum. Tube Mullion 60 in Opening Width 70 in (far vertically -spanning 80 in mullierts) or Opening 90 In Height (for horizontally -spanning 100 in TraplTeang. Loading y m m a m w a g a c U_ U y V y C N O ._ G Q U ?U N C 9l' II] = Q R` :... Q` 1240 170,0 521 1139 170.0 680 1032 170.0 756 907 141-1 710 735 95.1 578 666 79.6 526 mullions) Rectangular Loading y m 2 U_ F [d O p �' .^_. 148.7 113.9 97.9 80.6 58.8 50.8 120 in TraplTnang, Loading m '� a s a m c� U_ d t F N G 71 '� Q. r2 G 1301 170.0 1139 170.n 1032 170.0 907 140.0 735 91.8 666 75.8 ar ca W U O C Q 521 684 756 709 574 S21 14aeiangutar Loading m m c� _ F 7 S7 127.5 97.6 83.9 69.1 50.4 43.5 140 in TrapfTriang. Loading u m U U C �% O i Q ' W C W �fl Q n_ ' G 3301 17D.0 1139 170.0 1032 170.0 S07 140,n 735 91.8 666 75.6 ' C m U �" O L 3 7' C LI} Q 521 680 756 709 57d 521 Rectangular Loading m U C O ._ Z. G 11i.5 85,4 73.4 &0.6 44.1 38.1 160 in TraplTrtang. Leading z y N Q �° m U U C ry C C F. 7 '7, a ds u 1301 170.0 1139 170.0 1032 170.0 907 140.0 735 91.8 666 75,& m m U t5 2 L Q rig 521 660 756 709 574 521 50 in Rectangular Loading u r W m o, a s W W _ A C a�i . `. Q, (L' 170.0 620 TraplTriarrg. Loading ro ro a a ro -- a C N �' G Q 170.0 435 Rectangular Loading y u m W m a n a W C Cr v Q 170.0 744 Trap/Triang. Loading m m m a ff. c U .0 7 C W .� v 'd 170.E 47s Rectangular Loading ,a m a -2 w c _ b 3 .4 F W G Q f� 170.0 868 TraplTriang. Loading '^ v W ro a Q..o tv w U_ U 'G 6 L U TY 9 L CZ v Q 170.E 506 Rectangular LcacBng a as U_ F {NvJ{ N 7 A 170.0 170.0 146.8 120.9 88.2 76.2 w c m U J Rr U C' C m Q. n: 952 1133 1032 907 735 666 Trap)Triang, Loading m CL m U C N N f;+ v 17a.n 17n.0 170.0 152.5 106.2 90-1 oro a W =✓ U L 6 d L 7 U Gr F 0J Q iz 519 601 723 720 590 S38 Rectangular Loading o n ro U C Q3S (fl �G G 170.0 151.8 180.5 107.5 78.4 67.7 o u "n W e �.% V t7' C W 'S. Q_' 1116 1139 1032 907 735 666 TralaTriang. Loading a a U C N y,y++ fp '�' G 170,0 1 MO 170.0 145.0 99.5 83.9 o fl U O V 6 V 521 6 747 714 583 531 Rectangular Loading Id a F N L G 170,0 136.5 117A 9Q8 70.5 60.9 t � >r J 42in 48 in 50,6251n 54 in 60 in 63in 66in 72in 76in 781n go in 96 in 170.0 708 170.0 524 170,0 850 170A 584 170.0 167,8 992 1032 170.0 170.0 630 584 170.0 747 170.0 563 970.0 896 17rt.9 fi31 1709 797 170.0 612 161.3 907 170.0 691 138.2 100.8 907 735 164.7 116.0 730 599 141-1 735 151,5 625 117.6 735 130.3 611 121.9 666 130.0 570 101.6 666 111.5 557 57.0 666 98.9 S47 66.2 607 77.1 493 56.9 607 71.5 486 53,0 607 67.6 481 44.2 607 63.4 476 37.9 607 62.7 474 33.1 607 62.7 47 106.0 607 112.4 522 88.3 607 96.1 511 75.7 607 85.0 501 5i.0 43,4 40.1 26.1 21.5 510 458 435 327 287 57.9 48.6 44,7 28.3 23.1 419 378 36fl 275 244 d5.4 3a.6 35.7 23.2 19.1 610 458 435 327 287 53.3 44.6 40,9 25.7 20.9 413 373 355 271 240 40.8 34.7 32.1 20.9 17.2 510 458 435 327 287 50.0 0A 38.1 23.7 19.3 408 368 3S1 268 237 3d.0 28.9 26.8 17.4 14.4 5i0 458 435 327 287 45.9 37,7 34.4 21.n 16-9 402 362 344 262 232 292 24.8 22.9 14.9 510 44.4 458 36.0 435 32.6 327 19.3 399 359 341 258 25.5 21.7 20.1 510 44.3 458 35.7 435 322 399 358 81.6 65.4 64.2 41.8 510 458 435 327 $5.8 72.6 67.0 43.1 443 400 381 290 68,0 57.8 53.5 34.8 510 458 435 327 73.0 61.7 56.8 36.4 434 392 373 285 58.3 49,6 45.9 29.9 510 458 435 327 64.3 54.1 d9.8 3t_8 426 385 386 2B0 34.4 287 35A 257 28.7 287 29.9 252 24.6 287 26.0 248 108 in 24-2 227 24.7 205 20.2 227 20.8 201 iTS 227 18.0 198 15,1 227 16.0 195 111in 22.3 216 22.7 194 15.6 215 19.1 191 15.9 215 16.6 188 120 in 17.6 184 V 9 167 ANCHOR CAPACITY ADJUS TABLE Tab Anchor Clip Patterns 2 Anchors @ 4.75" Min. 0.C.1 Standard Substrate: Anchor Type: 2.7k Concrete 3l16" Elco Ultracan 1" 2.1/2'. 1-314" 1-314" 390 Ibs 390 @s 460 Ibs 700 IbsEJEIA 780 Ibs 780 Ibs NIA NIA tg5 Ibs 195 Ibs i 240 €bs 1 350 Ibs PATTERN AND 3.5K Cone. 5116" Elco 114" Ell Ultracon Ultracon 1" 2-112" 3.118" 1-314" 1-3l4° 2" 45 1 Ib890 ]hs 1844 Ibs NIA ibs 1826 ibs N1ANIA NIA 225 Ibs 445 lb,-, 822 Ibs NIA i N/A NIA ANCHOR VALUES AS THE 3116 Elcc Ultractn 1" 2-1/2" 1-114^ 1-114" 270 Ibs 260 ibs NIA 3801bs 540 Ibs 560 Ibs NIA NIA 135 Ibs 140 Ibs NIA 1901bs STANDARD CLIP Edge Distance (in): Embedment (€n): ar 0lfset Clip (Fig. 1): 4 Anchors @ 1.15" Min. O.C. 1 Standard (or Offset) Clip (Fig. 2): 4 Anchors @ 3" Min. O.C. 1(2) 2x5 Angie Clips I (Fig_ 3): 2 Anchors @ 0.45" Min- O.C. 1 U-Clip, into .125" Alum. (Fig. 4): 1 Anchor 1 F•Clip (Fig. 5): 2Anchws @ 1-75" Min- O.C./ F-Glip (Fig. 6): NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR FIGURE 1: FIGURE 2: 0 0 L 0 0 FIGURE. 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: Hollow CMU Filed CM PT Wood 1 Metal 114" SS Eico 5116" Eico 114" SS Elce #10 Steel 412 Steel #12 Steel i14" Elco Uitraton AggreGator Unracon AggreGator Screw (G5) Screw (G5) Screw (G5) 1" 2-112" 2" 3-1l8"' 2" 0.48" 0.54 0.324" 1-114" 1-1I4" 1-114" 1-114" 2" 1318" 1-316" 'Mries 154 Ibs 740 Ibs 374 €bs 654lbs 946Ibs 341 Ibs 44211os 560 Ibs NIA NIA NIA NIA NIA 682Ibe $85lbs 11201bs NIA 760Ibs 748Ibs 880Ibs 1892lbs 682Ibs 885Ibs 1120lbs NIA NIA NIA NIA NIA NIA NA 716 Ibs tbs 187 Ibs 3321hs 473 Ibs Is 221 Is 280 Ibs7 A NIA NIA NIA ib 3bs 4b 2 €bsNIA CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. I'MENT FORMULA: DP ANCHOR CAP-FR-- ANCHOR CAP." . ( ate) X MULLION CAP. Faar"ropt USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUlRFMENT FOR THE OPENING, WHEN IT 15 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, TABLE NOTES, 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 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 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL,. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S, OR 410 S.S. --I 1.000" �- 2.750" i .375" 7 1" X 2.75" X .375" MULLION z N (� a p W J O EY O C7 Z LLI m W U) 3 -A o j ¢ Z C0 2 �' m ifi C7 N LA_ x LOLij_ o 0 O r N {� U X ¢ (j Q T-- z 0 d Q �0 m IL C3 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05126/2021 By Miami -pa roduct control \O�AY.LYNAI or -EN No. 58705 71 ;O S ATE: �1 IONAL A, LYI(JN NII�L1=F2, P.E. FL P.E.# 58705 Q IL 0 U LL W W 2 U) U) 1- LLl Z 0) C_CJ Y TABLE4A Mullion Capacity Table (lbste) X Z 75 .660 Alum. Tube IIA1alllOn 50 in Rectangular TraplTdang. ioading Loading 60 in Rectangular TraplTriang. Loading Loading Oponing Width 70 in Rectangular TraplTriang. Loading Loading _ _ a u a c.. ' a 'i u m m� U U-0 U U� O k-.' 7 p i y V II' 'y u 4' 71E r w QK i70.0 86s 170.0 506 174.0 992 170.0 630 170.0 10d6 170,0 684 17D,0 1116 170.0 75d 125.5 815 144.5 746 108.5 830 123.2 681 94.3 757 105.8 624 727 636 80-1 530 BI- 671 67.4 479 57.1 542 62.1 456 3T 2 407 39.6 348 30.7 358 32.4 309 (for i2ectangular Loading n m U CN O _.' N a .moo 170.0 170.0 1T0.0 150.7 109,9 84.8 B25 63.6 54A 50.0 32.5 26,6 vertically-spanNnig 80 in Trapifriang, Loading a . g m G U77 U C O C L _ 0 c- �� e m 892 170.q 1133 170.D 1185 170.D 1130 1T0.0T73597.6 915 132.3 83D 112.2 757 96.1 636 72.2 571 80.6 542 56.7 1 407 35.3 3$$ 20.8 ea a `�' Svc U-p sue. t5' L C� 519 661 723 471 449 343 304 mullions) Rectangular Loading a o p, m U G N O C �� 170,0 170,D 162.E 48.0 44.4 28.9 23.8 orOponing 90 in 7raplTdang. Loading Z, i� o a `�' a. w� m U•a U_ p c L =� V _ N N � g �� a 1116 170,0 1275 170.0 128fi 170.0 1130 170.0 915 123.9 830 104-6 75T 89.1 636 66.5 571 55.5 542 51.0 407 32.1 358 26.1 Height cs _ Q..;4 m� U'a G V F .1 ¢fK 521 677 747 837 726 662 606 514 484 442 338 300 for Rectangular Loading a U c iV �_ H 7� �. 170.0 170.0 146.3 120.8 87.9 75.9 fi6,q 53.9 43.2 4D.0 26.0 21.5 horizontally-spanNrig 109 in TraplTdang. Loading v o 3 a..$ a a. ' m} U U p Uv p CN .c .0 .� U 6 �_ G m � 9 G N Q0.' GK 1240 170.0 521 1417 170.0 680 1286 170,0 756 1130 170-0 856 915118.5 720 830 H8,4 656 757 84.2 600 03$ 62.3 508 571 51.8 459 542 47.5 437 407 29.6 334 358 24,0 29617.9 minions) Rectangular Loading o. U C iV __ � ,p �e 170.0 141.7 121.8 100,5 73.2 63.3 55.0 42.4 36.0 33.3 21,7 120 in Trapl7riang. Loading .-, o ` . '� c. i] v <3 _ p C L 7 V __ N G Gl L Qrr mac, i488 170.0 1417 170,0 1286 170.0 1130 170-0 915 114,4 830 94.5 7S7 78.0 636 57.2 571 47.0 542 42.9 407 26.1 358 21.D U _ a ` U� m `o .� L V c m did' 521 680 756 861 715 649 583 500 d51 429 327 289 Rectangular Loading n U p __ N � a o 158.7 121.5 1i7A.5 86.1 62.8 54.2 47.2 36.3 30,9 28.6 18.6 15.3 140 in TrapMang, Loading _ i a 3 W a U v U o.��- O C U Cr C dY '� � Q& �ti- 1620 170.0 1417 170.0 1286 170,0 1130 170.0 915 i14.4 83D 94.1 757 78.2 836 55.3 571 d4.8 542 40.6 407 24.1322 358 192 m a .i U� O.`�- L1 t7" t� QEC 521 650 756 861 715 649 59i 497 d47 425 284 Rectangular Leading o rmi, U cN C 4 nS S] V 138.E 106.3 91.4 75.3 54,9 47,4 41.3 3i.8 27.0 25.0 18.3 160 in Trap/Tnang- Loading o a a. U n U It cN t) C Vf CLY iez 170.0 1417 170.0 1286 17D.0 1130 170.0 915 i14,4 830 84.1 757 7 .C72in 636 55.2 57/ 44.5 542 40.1 407 23,0 2.1 u z n _ C3 v l7 6 521 660 756 861 715 649 497 446 923 319 U a i6 ON^+ a m c .� ¢rXc 620 M8 m Cry O +C 170.0 170.0 a ,ia m� @ •� U C 435 524 a, m C N 3-" �" 17D.0 170.0 17D,0 i70.0 146-5 2' _ n .�' m G -' .7 v 74d 850 898 956 915 Z, U si is U Q "' `qj 170.0 170.0 170A 170.4 162.3 � E.0 n. a U L U O' 478 584 631 691 761 in Tin 170.0 747 797 685 i70,0 170,0 170.0 563 612 701 60in 63ih 36 in 151,8 132.1 834 757 161.9 140.0 710 650 126,5 110,0 830 757 138.8 119.8 694 636 101.7 836 106,E 552 84.8 63s 91.0 540 76in $6.5 $71 90.4 406 72.1 571 76.8 488 542 83A 53,7 44.1 474 361 320 68.7 43.4 35.8 542 407 358 70.8 45.4 37.2 465 355 314 V711,180.0 52.1 407 358 42.9 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 18.9 244 16.7 2$3 18,0 240 15,1 283 16.5 237 30.1 283 30.8 255 18.8 267 20.6 235 17.3 267 18.3 231 15.4 267 16.5 228 III in 2T8 267 28.3 242 23A Z67 23.8 230 15.7 229 16.2 202 120 in 2Z -0229 22.3 209 18.3 229 18.8 205 nnlr.NnR ('APArITY AMIUS' TABLE 4B 2.7k Concrete Anchor Cap ity 3,5k Conc_ Table bs Hollow CMU Filled CMU PT Wood Me1te Substrate: 5115" Elco 114" SS E100 5)16" Elco IA" SS Elco 910 Steel #12 Steel #12 Steele AnohorType: 3116" Fico Ult€aoen 114" Elco Uitraoon ultraoon 3119' Elcc Ultracon 114" Elco UlFraccn AggreGator ultraeon AggreGator Screw (05) Screw (G5) Screw (G5) AnchorCUp Patterns 3-118" 1" 2-112" €" 2-112" 2" 3-118" 2" 0 48" 0.64" 0.324" Edge Distance fin): 1•' 2-1I2" 1" 2-1I2" 2" 1-114" 1-114" 1-i14" 1-114" 1-114" 1-114" 2" 1-3l8" 1-3/8" %cries Embedment (in): 1-314" 1-314" 1-314" 450 Ibs 1-314" no Ibs 1644 Ibs 270 lbs 28C Ibs 354 Ibs 740 Ibs P41bs E64 Ibs 946lbs 341 Ibs 442 lba 560 ibs 2 Ahcha s @ 4.75'• ii in. O.C. 15tanda d cr Offset Clip (Fig_ 1) 390 tbs 390 Ibs NIA NIA NIA 6821bs 885 i>, 1120 Ibs 4 Anchors Q 1.16" Min. O.C. I Standard (or Met) Clip (Fig. 2): 480 Ibs 700 Ibs NIA NIA NIA N/A 380 Ibs NIA NIA 8801bs 18921bs 6821bs 865 bs 1120 Ibs 4 Anchors @ 3" Min. O.C. 1 (2) 2x5Angle Clips I (Fig. 3): 780 fbs 780lbs 6801Ls 1560 ibs 18961bs 5dt] Ibs 5601bs NIA 7631bs 7481bs NIA N 715 ibs 2 Anchors @ 0.45" Min. O.C. 1 U-clip, into .125" Alum. (Fig- 4). NIA NIA NIA 1l l NIA NIA N1A N1A N/A WA NIA NIA Ibs 221 fbs 280lbs 1 Anchor 1 F-Clip (Fig- 5): 195 ibs 195lbs 225 Ibs 445 Ibs 822 Ibs 135 Ibs 140 Ibs 177 Ibs 370 Ibs 187 lbs 332 Ibs 473 Ibs 170 2 Anchors @ 1,15" Min. O.C.1 F-Clip (Fig. 6): 240 Ibs 350 lbs NIA NIA NIA NIA 190 Ibs PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. NIA N!A CIRCLED NIA VALUES NIA N1A 341 ibs ARE USED IN THE EXAMPLE 442 Ibs 5601bs ON SHEET 24. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR FIGURE 1: FIGURE 2: 0 FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS, FIGURE 4: FIGURE 5: FIGURE 6: rMENT FORMULA: {DP"EQ) X ( ANCHOR CAP.___ ' AP.__' = ANCHOR CAP. - MULLION CAP, _oM _ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 15 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDICR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55, ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK- STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046" THICK (18 GAUGE). STRUCTURAL STEEL TO DE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1" X 2.75" X .650" MULLION o co LLJ o_ V) -"i LLJ rY J ry m CD � CD cc Q � z_ W z Li m LU 3 Q � 0 z C Q Ln Z ~ to X Lu 00 iY N U X Q 0 Q Z p' C a y U O U bi (.1J LU W (n i F- U) LU Z Q 00 CD 0 ;5O n Cn (r) O O (f) mo 7 PRODUCT REVISED as complying with the Florida Building Cade NOA--No. 17-0630.01 Expiration Date 05/26/2021 By �illll1f11j7 LYNAI ' //, No. 58705 �a S ATE o 41i 4� NA A. LYWLLER, P.E. FL P.E.## 58705 TABLE 5A Mullion Capacity Tabie Ibse) 1" x 3.125" x bOQ"Alum�___ Tube MU11 50 in 60Mong Rectangular . Loading u m c. a. w cm U L1 10 Op C7'i7 s 170.0 744 170.Q 478 170.0 850 170.0 564 Opening 70 in Rectangular TreplTdang, Loading Loading u c.� a a "o a m e ns U L7t U_ O C ,p U LT C L ue a� �� 170.0 868 170.0 170.0 992 170.0 170.0 1046 170.Q 170.0 1116 170.0 158.5 1156 170.0 137.0 1049 155.5 t19.1 955 133.7 91.8 803 101.1 78.0 721 85.1 72.2 684 78.d 47.0 514 SQ,D 38.7 452 40.9 27.2 357 28.4 25.D 338 26,1 19.8 289 2D.5 Width a a m -r Ua are 506 630 684 754 878 860 788 67o 605 576 440 390 312 296 258 (for Rectangular Loading ti m U ,. 170.0 170.0 170.0 170.0 138.7 119,8 104.2 80.3 68.3 63.1 41.1 33A 23.8 2i.9 17.3 vertically -spanning 80 in TraplTriang. Lading z o ° m e is G U GF as 992 170.0 1133 170.0 1195 170.0 1275 M.0 1156 1870 1049 141.7 955 i2i.4 803 91.2 721 76.5 6" 70.4 514 44.6 452 36A 357 25.2 338 23.1 289 18.1 ;� 'a ,r. `0 m Uv G atr 519 del 723 803 928 B46 775 659 505 567 433 384 308 292 252 mullions) Rectangular Loading -� c R U ^ �� 170.0 170.D 170.0 166.1 123.3 iC6.5 92.8 71.4 60.7 56.1 36.5 30,1 21.1 19.5 15.4 or Opening 90 in TraplTriang, Loading .-, cs ro art c,. �. m 0-0 U U a�oc 2G 1116 170.D 1275 170,0 1345 170,0 1401 170.0 1156 156.5 iD49 132-0 955 112.E 803 83.9 721 70.1 684 &.4 514 40.5 452 32.9 357 22.7 338 20A 289 16.3 Height u +rs c.- R c Ua CN alp 521 677 747 837 917 836 765 649 686 558 427 378 303 258 249 (for Rectangular Loading o m a m U 170,0 170.0 170.0 149.5 111,0 95.9 83.4 64.2 54.6 50,5 32,9 27.1 19.0 17.5 13.9 horizontally -spanning 10D in TraplTdang. Loading a is a a r� �• m UU as 1240 170.0 141-1 170.0 1494 170.0 1401 170.0 1156 1493 1049 125.5 955 166.4 803 78.6 721 85A 684 99,8 614 37.3 452 30.3 357 20.8 338 19.tl 289 74.9 'a_ o m cz� m U ¢:x 521 680 756 856 910 828 757 642 579 551 421 373 299 284 246 millions) rectangular Loading a�. m a m U � 170.0 157.7 141.7 124.6 92.5 79.9 69.5 53.5 45.5 42.1 27.4 22.6 15.9 14.6 11.6 120 in TrapTT6ang, Loafing m m a' u c ea P U ¢>r � 1488 170.q 1577 170.0 1495 170.D 1401 170.D 1156 144.5 1049 119.3 955 99.8 803 72.2 721 59.4 684 54.1 514 33.0 452 26.6 357 18.0 338 16,5 284 12.8 m c2a m,0 U,o a 521 680 756 861 903 820 749 632 569 541 412 365 293 278 240 Rectangular Loading o m a m c .� �v 170,0 135.1 121.5 10fi.8 79.3 68.5 59.6 45.9 39.0 361 215 19.4 13,6 12.5 9.9 14q in Trap7dang. Loading ;a o m m a� a meU c]ti 0_ p L N CU�17 PV Qo 1735 970A 1577 170.0 1495 170.0 14g1 170,0 1156 144.5 1049 118.9 955 98.7 803 69.8 721 56,6 684 51.3 514 30.4 452 24.2 357 16,2 338 14.8 289 11.4 e5 n o 0� O ¢� 521 680 756 861 903 6i8 746 628 564 536 406 357 287 273 238 Rectangular Loading c 0 C.PC61 154,4 118,2 106.3 93.4 69.4 59.9 52-1 40.1 34.1 31.6 20.6 16.9 11,9 11,0 8.7 16Q in Traprrhang. Loading z a m R m U�U iBD2 170.0 1577 170.0 1495 170.0 1401 170.0 1156 144.5 1049 118,9 955 98.7 8M 69.7 721 56,11 684 514 29.0 452 22.8 357 15,C 338 13.6 289 10.4 o m a m 521 660 756 861 903 819 746 627 5M 403 355 283 269 232 Rectangular Loading m m a cx is iv a L 170,C 620 TroplTriang- Loading u m m a a m m r✓ U r] D Zt! 170.0 435 C 42 in 48 in 53.625in 54in 60 in 63 in 86in 72in 76in 78in 80'sn 95in 108 in 111 in 12Qin 170.0 70$ 170.D 524 170.0 747 17a.0 563 170.0 170.0 170.D 159.8 138.0 1D7.0 91.0 896 855 1063 1049 955 $03 721 170.0 170.0 170.0 170.0 151.3 114.9 97.0 63i 891 797 850 804 682 616 170 0 797 170.0 642 170.D 885 170.0 %1 170.0 930 170.0 745 ifi6.8 955 170,q 788 126.5 109.2 803 721 134.9 114A 597 629 101.0 684• 105.4 599 04.2 684 89A 587 65.8 514 87.9 456 54.8 514 57.3 448 54.2 452 55.7 404 45.2 452 47.0 396 38.1 35,1 27.7 357 338 289 38.8 35,8 28.2 322 306 263 21.7 29.2 23 1 357 338 289 32.7 30.1 23.7 317 301 259 TABU= 5B e Substrate: 23kUmr8e 3.5kconc. nwlow�rnx AnchorType 3#15'€ICoUReMoll 114^Elc0Ultracon 5116° Elco Ultracon 3'16*ElcoUtEia on 10'ElcoUltracon Anchor Clip Pattems €dc�QistanCB(in): 1^ 2-1r2' " 2-112" 2-118^ 1" 21I2" 1" 2112ErnbeMent Of: 1-Sr4" 390 Ina 1II4' 390 its �jl4` 450 lbs 1 t4" 890 Ibs 2" Ie44lbs 1-V4" 770 Ibs 1-1T4" 290 16 1-1I4" 354 Ibs 1-1141 740 its 2 Anchors 4.79" Min. 0.C_ i Standard or Duet Clip (Fig 1): 1 Anchors @ 1.15" h11n. J.C- 1 Standard {br OflSet) Clip Fig- 2} 480 Ibs 700 i� NIA R11A NtA tJlA 3a01trs NtA N/A 4Anchbrs @ 3" Min. O_C.1 (2) 2x5AngleClips 1 (Fg. 3)' 780 Ibs 780 ibs 6W lbs 15W lbs I lbs W, lbs 5S0 Ib6 N/A 760Its 3Amhors �,7a 0.45" klin. O.G. i U�-'IIp, inla.125, Alum (Fig. 4). NIA NIA NIA NIA NIA NIA NIA N/A NIA 1 Ancnor I F-Clip (Fig. a�: 195 Ibs 196 lbs 2251bs 445 Ibs 822 lbs 135lbs 140 Ibs 177 Ibs 270IbS 2 Anchors @ 1.15" lain. C�.CJ F�IIp T 4 6� 240IDS 350 Ibs NIA N!A WANIA 190 Ibs NIA NIA TE_ FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Filled CINI U €'T WOW 114' 5S Elco 5r16' Elco t!4° SS Eko, # * Ste' #F12 Steel AggreGator Ultracon AggreGZor Screw{G5) Scral; (G: 1-1I4" 1�114" 2' 1-318" 1 '�38" S74 Ibs 664 U NIA NIA 748 lbs sm Ibs NIA N/A 187lbs 33211:6 NIA NIA 682lbs 1602Its 652Ibs NIA NIA 472 bbs 170 bs NIA $41lbs MIAN 612 SM51 Scram (G5) 0.324" varies mi lbs 1120 Ibs 88S Ibs 1120 Ibs NIA 1073Ihs 221lbs 280lbs 442Ibs 5S0Ibs ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPq.,)X ANCHOR CAP _ ANCHOR CAP.REO, MULLION CAP .FROM TOX 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. � m Oa C) CO C0 Uo LU a co 10 Z mO s u< 0 Lu w U J U- W W z H W W 0 Z Q U 0 Z I~ V/ co CA Y X 0 0 U) Cn m0 �O U) ©� PRODUCT REVISED as complying with the Florida Building Code NpA-No. 17-0630.01 Expiration Date 05/26/2021 By H1.000"-I FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING_ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. 31251, ���t` Y LYE/ I7rrr FIGURE 3: .�/,�f rir 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. ` `, ' y{GEtV,y� '•° i ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. � � •' :{n� %+ FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. No. 58705 ��'•. 500" ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED t ~ CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED FIGURE 4, FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" ATE 1" X 3.125" X .5" MULLIMULLIONTHICK. STEEL STUDS TO BE A MI(1" 5 NIMUM GRADE 33 AND _045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT MULLION) �Z ® LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ��� �I�[i3A ® THE MATERfAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ® ,'rA t! NIN IM111 LO P.E. FL P.E.# 58705 TABLE 6A Mullion Capacity Table (lbsnel Opening Width (for veri€cally-spanning mullions) or Opening Height (for horizontally -spanning ml ions) 50 in 80 in 70 in 80 in 90 in 1c0 in 120 in 143 in 160 in Rectangular TraplTriang. Rectangular TraplTriang. Rectangular traplTriang. Rectangular TraplTriang. Rectangular TnaplTriang, Rectangular TraplTriang. Rectangular 7rapiTriang_ Rectangular TraplTriang. Rectangular TraplTriang. 1 X 4 x .125 [ oading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading I..oadltig Loading Loading Loading Loading Aiallrt Tube r _ .v 'o c a ;a n 7 a u z+ o u a V v a s> ���n IYSLIIIIQII Mullion c+ O. W U VI f6 G o N C l6 a W 4" Q� is ..� e (d 0. N _ m yy QA N v o Q R a IQ fC QL l6 :... iC1 0. iB w 16 ill fl.i R n G W u iC VS 0.� 16 o ,V Q IO V _ 16 �/2 L1L f6 G W N a (p o N G.G IQ V Iff U M G U N 14 U u III N R G U ro 19 W U m N N G U ro N 5V U l6 tl� fG G U�U_ N !tl N p� N 1G R iC N l0 f6 fl. 16 {d M F4� ld C+ is fl. l6 N W Q M G 16 Q. I4 R c a.G t4 G W m A C U U v U U ro �` U U ro U U ro 2 U L) `a U U ro `o U c U a o L U c U a o c v a c $ c `o c `o c c F a --� c• ii c{ o o 9 c _ ff 8 c o c a `o . `� a o, c o 7 cry v_ o, c a c a L o S o _ L a ,v .c a s a a _ .� .c �• o _ , s 0 t o .c g _ r W C N t c C _ C 7 t C m z ,C C r _ 7 w UC, _ 7 .0 CUB 6af a C a L 61 L C .Vl(1. v _ d L m c C m G C 3 rL C m Q n C 1�1 a C a 6�] 5 G 7�1 Q G Q 0? G Q Q' Tc Q Y G ¢ v Q (r G d ri G Q d M .' G Q rr M G Q t Q G 170.0 868 170.0 506 170.4 992 170,0 519 170.0 1116 170.0 521 170.0 5240 170.0 621 170,0 1488 170.0 521 145.8 1489 170.0 521 127.6 1489 170.0 521 #2 in 170.0 620 170,0 435 11 170,0 744 170.0 478 48 in 170.0 708 170.0 524 170.0 850 170.0 554 170.0 992 170.0 630 1::7 1133 170.0 661 170.0 1275 170.0 677 156,3 1303 1170.0 680 130.3 1300 170.0 680 111.7 1203 170,0 $80 97.7 1303 170.0 680 50.626 in 170.0 747 170.0 553 170.0 60 170.0 631 170.0 1046 170.0 664 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 12M 170.0 756 101 1235 170,0 756 87.8 1235 170.0 756 170.0 1116 170,0 754 154.4 115E 170.0 803 137.2 1158 170.0 837 123.6 1158 170.0 856 102.9 1158 170.0 861 88,2 1158 170.0 861 77.2 1158 170.0 861 54 in 170.0 797 170.0 612 170.0 9W 170.0 591 }42,9 1042 161.1 832 125,1 1042 146.7 B15 1112 1042 136.8 801 100.0 104Z 130.2 791 83.4 1042 125.1 782 71.5 1042 126-1 782 62.5 1042 125.1 782 60in 170.0 685 170.0 701 166.7 1042 17C.0 797 631n 170.0 930 170,0 745 151.2 992 163.6 818 129.6 992 144.4 799 113.4 992 131.4 782 100.B 992 IZIA 768 90,7 992 114.8 758 75.6 992 108.4 745 64.8 992 10H.0 744 56.7 992 108.0 744 165.4 947 170,0 789 137,8 947 148,0 766 118.1 947 130.3 768 103.4 947 117.7 752 91.9 947 508,7 738 8Z_7 947 1022 727 68,9 947 85.1 7}3 59.i '947 94.0 711 51.7 947 94.0 711 F 6Sln 849 106.9 708 84,9 849 96,4 696 75.5 849 88,7 686 67.9 849 82.7 675 56.6 849 75.3 659 48.5 849 72.5 652 42,5 849 72.4 651 72in i35.9 849 142.7 737 113.2 $49 121.6 722 97.0 J 640 72.2 762 80,9 629 64.2 762 74.2 620 57.8 762 69.2 613 46.1 762 62,8 602 41.3 762 59.9 597 36.1 762 59.4 595 76 ]n 116.5 762 120.7 665 96.3 762 102.6 652 82,5 762 90.0 82.9 649 66.8 724 74A 599 59.4 724 68.1 591 53.4 724 63.4 583 44.5 724 57.3 573 38.2 724 54.3 567 33.4 724 53.5 565 724 1t1.4 634 89.0 724 94,6 621 76,3 724 ff106.9 543 52.9 466 43.5 543 47.1 458 38,6 543 42.8 452 34,8 543 39,5 446 29.0 543 34.9 436 24.8 543 32.1 430 21.7 543 30.7 4215 69.6 543 71,8 483 543 60.7 474 49.7 40,9 478 43.2 412 35.$ 478 38.5 406 31.8 478 34.8 400 287 47832.0 395 23.9 47H 28.1 386 20.5 476 25.fi 380 17.9 478 24.2 375 96 in 57.3 476 58.9 427 47a 49.7 419 108 in 40.3 377 41.1 341 [4T 377 34.6 335 28.$ 377 30.0 330 25.2 377 2&6 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8377 19.0 310 14,4 377 i7.t 304 1ln 37.1 357 3T8 223 357 31,8 318 26.5 357 27.6 313 23.2 357 24.4 309 20,6 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 294 120in 293 306 29.8 279 24.5 Im 25,1 274 21.0 306 21.7 270 16.3 306 19.2 287 16.3 306 17.3 263 144 in 17.0 212 17.2 196 E TABLE 60 Anchor Ca aci Table Ibs substrate: 2.7k Concrete 3,5k Cene. Hcllnw CMU Filled CMU FT Wend Metal 511e, Hco „ 1W SS Elco 5116" Elco 1W SS Elco #10 Sleet #12 Steel 912 Stee! Anchor Type_ 3I16" Eloo 1,11 on IIN' Eico Ultracon 3116 Elco Ultracon 114" Eloo Uttracen Anchor Clip Patterns Ullracon AggreGator Ultracon AggreGatcr Screw (G5) Straw (G5) SUew(05) Edge Distance I}n) 1" 2-112" 1" 2-112" 3-118'. 1" 2-112" 1" 2412" 2" 3.118" 2" 0.4&" 0.54" 0,324" Embedment fin): 1-314" 1-3l4" 1-314" 1-314" 2" 1-1/4" 1-IA" 1-114" 1-114" t-114" 1-14' 2" 1-3fa" 1-30, caries 2 Anehoas @ 4.75' Min, O_C. 1 Standard or Offset Clip (Fig. 1&21: 390 Ihs 390lbs 450 Its 890 Its 1644 lbs 270 ibs 280 lb 354 lbs 740 Ibs 374 Ibs 664 Its 946 Ibs 341 Its 442 Its 5601bs 4 Anchors @ 2.25' Min. O.C. I Standard (cr Offset) Clip (Fig. 3): 700 lbs 700 IN 580 lbs 1410 Ibs 952 lbs NIA 560 tics N/A 630 lbs NIA 080 Ibs N/A 682 lbs B85 lbs 1120 Ibs B Anchors @ 1.15, Min, O.C. 1 Standard (or Ousel) Clip (Fig. 4). 960 Ids 1400 lbs NIA N/A NIA NIA 760 lib, NIA NIA NIA NtA WA 13631bs 177G lbs 2240 The 4 Anchors @ 3" Min. O.C.1 (2) 2x5 Angle Clips I (Fig. 5): 780 lbs 780 lbs 580 Ibs 1580 lbs 1896 lbs 540 lbs 560-6 NIA 760 Its 148 lbs 880 lbs 1892 lbs 662 lbs 885 lbs 1120 lbs 6 Anchors @ 3" Min. O.C.1 (2) 2x5 Angle Clips I (Fig. 6): 1170 lbs 1170 lbs 1020 Its 234G lbs 2844 Its 810 lbs 840 ibs NfA 1140 lbs 1122 lbs 1320 Ibs 2838 lbs 1022 lbs 13N/ lbs A 13140 lbs 4 Anchors @ 0.45" Min. O.C.! U-Clip,lato,125" Alurrl.(FQ. 7): NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA N!0 lbs 2 Anchors @ 2.25" Min. 0.0.1 F-Clip (Flg. 8): 350 lbs am tbs 290 lbs 705 lbs 476 Its WA 280 lbs NIA 315 ibs NIA 440 Its NIA 341 lbs 442 Its 560 Its 4Anchors @ 1.15" Min. O_C.1 F-Clip (Fig, 9): 480 ibs 700 €bs WA NIA NIA NIA 380 lbs NIA WA N/A NIA NIA 682 lb. 865 ibs 1 1120 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: • • • • • • • • A • +� FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (ANCHOR CAP, ,,,,-.} _ (DP X `MULLION CAP._-) -ANCHOR CAP.REq. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTICNS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) ]MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE)_ STRUCTURAL STEEL TO BE AT LEAST ,125" THICK AND 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. ---j 1.000" l- 4.000" 1"X4"X.125"� MULLION 125" X X r z M► r � t-� r � O1 N � 00 (0 O 6d Q 0 0 (n 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 0512612021 By a > tiGEN'S, i Y � No.587p5 ,� J 0' STATE '1414 - I ®NAL A. Li4iNIMILL�it, P.E. FL P.E.# 58705 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: • • • • • • • • A • +� FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (ANCHOR CAP, ,,,,-.} _ (DP X `MULLION CAP._-) -ANCHOR CAP.REq. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTICNS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) ]MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE)_ STRUCTURAL STEEL TO BE AT LEAST ,125" THICK AND 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. ---j 1.000" l- 4.000" 1"X4"X.125"� MULLION 125" X X r z M► r � t-� r � O1 N � 00 (0 O 6d Q 0 0 (n 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 0512612021 By a > tiGEN'S, i Y � No.587p5 ,� J 0' STATE '1414 - I ®NAL A. Li4iNIMILL�it, P.E. FL P.E.# 58705 -rADI c 7A r rtUr_i_ r Mullion Capacity Table (lbs/11) Opening Width (w veltically-spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 9D in 100 in 120 in 140 in 160 in Rectangular TraplTriang. Rectangular TrapiTriang. Rectangular TraprNang. Rectangular Trap/Tdang. Rectangular TraplTdang, Rectangular Trapff4ang. Rectangular TraplTtiang. Rectangular Tra ptTriang. Rectangular Tr ng. 9 S75 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loan coding Alum. Tube y & t ' &"T" GCL � _ Niulllon w -1 a s_ CG 10 0. tV W` , oe� W U Wu aL V- o om V 2 N elCr eN+ m VlGa ( mU fvLA Lt(4NJn+ [Uafof]4pp O '� O t Op O m 7 i o ,� a T 7 6 L L TJ'0 •p L G L .GC N S? d 7 C ,O .C�yy� C 7 p� r C Cr �R rrpp y L C d 5 .0 C N 9 L 0 = F W c Cr C d 7 Cr C 41 yN� A c C v ¢ �c a 442 ¢rL �c C Qo. a �� Qff �� 9i ¢rY4'a C q3 ,)j C 6i ,p �c ¢�' R �� Qoc L Q1Yc ¢Il �c 2cr �c ¢t� 2 A 435 170.0 744 170.D 478 170.0 868 170.0 5Ds 170.0 S92 170,0 519 1700 1116 170.0 521 174.0 124fl 170.D 621 170.0 1488 170,0 521 170.0 1736 170.0 521 170.0 1983 170.0 521 42in 174.0 E20 170.0 48in 170.0 708 170A 524 170.0 850 170.D 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1dt7 170 fl 68p 170.0 7700 170.0 660 170.0 1983 170.0 680 757 8 2024 170A 680 50,625in 17C.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 17aD 1345 170.0 747 170.0 1494 170,0 756 170,0 1793 170.0 756 156.0 1919 170,0 756 136.5 1919 170,0 756 Min 170.0 797 170.0 612 170.0 9561170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 8D3 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 661 137.1 1799 170.0 867 120.4 1799 170,0 861 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170,0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1063 97-2 1619 170.0 1063 63 in 170.0 930 170.0 745 170.0 1116 170.0 11517 170A 1302 170.0 940 170.0 1d88 174,0 1015 156.7 1542 170.D 1076 1A1.0 1542 170.0 1122 117.5 t542 768.E 1158 100.7 1542 167.8 1167 38.1 1542 157.9 7157 1159 170.0 903 170.0 1364 170.0 1D02 160.6 14-12 170.0 1086 142.8 1472 165.8 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 1472 146.0 1104 s 66in 170.0 974 170,0 7$9 170.0 150.8 1320 IM 2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.E 1321}L128.6 1049 88.0 1320 i17.0 1024 75.4 132U 112.6 1013 66.0 4320 112.5 1012 72in 17D.4 1063 170.0 878 170.0 1275 170.0 1009. J761n 128.2 1184 139.0 994 112.2 1184 125.7 975 99.7 1194 115.3 964 89.8 11&4 952 74.8 1134 27.6 835 64A 1184 93.1 927 56.7 1184 92.3 925 170.0 1122 170.D 937 149.E 1184 159.4 1013 M 781n 166.1 1124 170.0 967 138A 1124 147.0 965 118.6 1124 128.8 947 1018 1124 115.6 931 92.3 1124 105.0 918 83.0 1124 946 69.2 1`i24 89.0 894 59,3 1124 84.3 881 51.9 1124 83.2 878 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 64.0 844 693 45.0 844 54.2 678 38.6 844 50.0 668 33.8 844 47.7 662 90ih 108-1 844 711.5 750 90.1 844 94.3736 742 67.2 641 55.7 742 %8 631 49.5 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 500 31.8 742 39.8 590 27.8 742 37,5 584 96in 89 1 742 91-5 fi63 74.2 742 77.2 652 63,6 44.7 586 46.6 513 39A $66 41.4 605 34.8 586 37.3 493 31.3 586 34.2 492 26.1 586 29.6 481 22.3 586 26.6 472 19.5 586 24.7 466 108 in 62.6 585 63.9 530 52.1 586 53.8 521 41.2 555 42.9 487 36.0 555 38.0 480 32.0 555 34.2 f 473 26.8 555 31.3 467 24-0 $55 27.1 457 20.6 555 24.3 448 16.0 555 22.4 442 111 in 57.6 $55 58.8 503 48.0 555 49.5 495 326 475 32,7 420 28.5 475 29.8 414 25.3 475 2fi,8 409 228 475 24.5 404 19.0 475 21.1 395 16.3 d75 18.7 387 14.3 475 17.2 381 120 in 45.6 A75 46,4 433 38.0 475 38.0 426 144 in 26A 330 26.7 305 22.0 330 22.4 301 18.0 330 19.3 297 16.6 330 17-0 293 I H13LC ! P Anchor Ca ity Table lbs Substrate: 2.7k Concrete 3.% Conc, Hallow CMU Filled CMU PT Wood Metal 5/16" Elco 114" SS Eice 5116" Elco 1/4' 5$ Elco 410 Steel 412 Steel #12 Sleei Andlor Type' 3/i5' E1co L11k acorn 1!4" 1 1co Ultracon Ultracon 3/16" Elco Ultracon IW Elco Ultracon AggreGatar Ultracon AggreGator Screw (G5) Screw (G5) Screw (G5) Anchor Clip Patterns Edge Distance (in): 1" 2-1/2" 1 2-117' 3-118" 1 1" 2-412" 1" 2-112" 2" 3-116" 2" 0,45" &SIV, 0.324" Embedment (in): 1-314" 1-314" 1 1-3/4" 1-314" 21 1-1/4" 1-1/4" 1-114" 1-114" 1-1)4" 1-114" 2" 1-316" 1-3I8" varies 2 Anchors @ 4.75" Min. O.C.1 Standard or Offset Clip (Fig. 1&2): 380 Ibs 3901bs 450 ibs 890 Ibs W44 IbsT 2701bs 280 Ibs 354 Ibs 743 lbs. 374 Ihs 664 Ibs 946 Ibs 341 Ibs 442 Ibs 560 Ibs 4 Anchors @ 2.25" Min. 04. / Standard (or Onset) Clip (Fig. 3r 700 lbs 700 Ibs 580 Ibs 1410 Ibs 952 Ibs N/A 560 lbs NIA 630 Ibs NIA 580 Ibs NIA 682 ]be 885 Ibs 1120 Ibs S Anchors @ 1.15" Min. O,C. I Standard (or OKaet) Clip (Fig. 4): 960 lbs 1400 Ibs NIA N/A NIA NIA 760 lbs N/A NIA N/A NIA NIA 1363 Ibs 1770 Ibs 2240 Ibs 4 Anchors @ 3" Min. O.C. 1(2) 2x5 Angle Clips I (Fig. 5): 780 Ibs 780 Ihs 680 Ibs 1560 Ibs 1896 Ibs NO Ibs 560 Ihs N/A 760 Ibs 748 Ibs 880 lbs 18921bs 682 [6s 885 Ibs 1120 Ibs 6 Anchors @ 3" Min, O.C. / (2) 20 Angie Clips I (Fig. 6): 1170 Ibs 1170 Ibs 1020 Ibs 2340 Ibs 2844 Ibs 810 Ibs 640 Ibs N/A 1140 Ibs 1122 Ibs 1320 ibs 2839 Ibs 1022 tba 1327 Ibs 16E Ibs 4 Anchors @ 0.45" Min. O.C, / U-Clip, Into -125" Alum- (Fig. 7)_ NIA NIA NIA N/A NIA NIA NIA NIA N/A NIA NIA N/A NIA NIA lZia lbs 2 Anchors @ 2.25" Min. 0,C.1 F-Clip (Fig, 8): 350 ibs 350 Ibs 290 €bs 705 Ibs 476 lbs NIA 280 Ihs N/A 315 Ibs N/A 440 Ihs N/A 341 Ibs 442 lbs 560 Ibs 4 Anchors @ 1.15" Min. 0,C.1 F-Clip (Fig. 91: 480 ibs 700 Ibs i N/A N/A NIA NIA 380 lbs NIA NIA N/A NIA N/A 682 Ibs 885 Ibs 1120 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN[ AND ANCHOR vALUkS AS THE 81 ANDARD CUP. FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 5: FIGURE 6: FIGURE 7: • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FOR€UIULA- (DIR_) X ANCHOR CAP.,.__) =ANCHOR CAP_. MULLION CAP-1-TA- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY RECkUIRi D" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ---i 1.C62" h--- 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 15 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 DIMENSfONAL RESTRICTIONS 4.000" 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 CCNFORM TO ASTM C-9a WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BEA 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 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S-S. OR 410 S.S. 1" X 4" X .375" "T'_MULLION i' __1 1.000" 4.000" 1" X 4" X .375" MULLION 51, i 0 ch CfJ z m C) LLI.3 Ua-j O U �.I Q z to o I-- i m CO U)O I: x 4 T Z PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By s' -- �� x �t \_10EN No. 58705 _ �TF� S A FL P.E.# 58705 i� W LU W U) {l7 LU 0 Z d 2 U TABLE 8A Mullion Capacity Table (lbsll ) Opening Width (forverticafty-spanning rrullions) or Opening Height (for iloiizontalfy-spanirling mullions) 50 in 60 in 70 in 80 in 90 in 1001n 120 in 140 in 160 In Rectangular TrapJtri Rectangular.. TraplTriang. Rectangular TraplTriang, Rectangular TraplTriang. Rectangular Trapariang. Rectangular TrapJTdang. Rectangular TrapiTdang. Rectangular Trapfr€iang. Rectangular TraplTriang. 25„ X 1,261, Loading Loading Loading Loading Loading Loading Loading Loadtlg Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading 3.188" x � �_ � � r_�_ � �__ 4' .255"Blum Tube Mull a n m �_ o o. U � m a �_ c� m a .� �_ v m a u m n :� n m w n� ;a n @ a. o m �. v m a. _ sss a S � o m a m u m ".� n R a min c� o m a 0 e5°. 0 m a & m a o m o. m +� c u o m a m a u m a u m a er m a m n. as m a U a ea m m 8� o m � 0 m 8� m r� m U m � � m 8� t � 3 @ U 8-0 a e � e; c� 8 ei� ei_ C� 8 CS 8 8a ei 8� 8 cis (1 8� ci _ _ _ _ L n C = N . M r 3 4 faJ y, •J' I/J C N �j! G G% '� C N 7 C@ V L R1 V y V N ry C fV J C Y C N C N ¢rrvff� ¢ate ¢n as �� as g� a� �� area atr� asp ¢� 42in 170,0 620 170,0 435 170.0 -- 170.0 476 170.0 868 170.0 506 170,0 992 170.D 519 170.Q 1t16 170.0 621 170, 1240 170,0 521 170.0 1488 170.0 521 170.0 1735 170,0 521 151.6 1769 170,0 $21 49in 170.0R79 170,0 624 170.0 850 170,0 584 t70.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170,0 1417 170,0 680 154,8 1548 170.0 680 132.7 1643 170,0 680 116,1 1548 170.0 680 5o,e251n 170.0 170.0 663 170.0 896 170.0 631 IM0 1046 170,0 684 170.D V95 170,0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170-0 756 119-3 1468 170.0 756 104.4 1465 170.0 756 54in 170.0 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 163A 1376 170.0 637 146-8 1316 170.0 855 122.3 1376 170.0 861 1C4.8 1376 170.0 861 91.7 1376 170.0 861 60In 17C.0 170.0 701 170.0 1063 170.0 797 158.9 1155 170.0 878 139.0 1158 167A 930 123.6 1158 156.8 919 111.2 1153 t50.0 912 92.7 1158 144.8 905 79A 1158 14-4.5 905 69.5 1158 144.8 905 63in 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 962 120.1 1061 142.0 848 106.7 1051 132.3 337 96.1 1051 125.7 B30 80-1 1051 119.5 822 68„6 1051 119A 821 60.0 1051 119.1 821 957 789 139,3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 83.6 957 t06.6 759 69.6 957 100.0 750 69.7 957 1 98,9 748 52.2 957 98.9 748 66in 167A 170.0 115.2 684 91.9 804 101.3 671 BOA a04 91.4 660 71.5 804 $4,1 650 64.4 804 78,8 643 53.6 804 72.3 633 46-0 804 69.9 629 40.2 804 69.8 628 72in 128.7 804 135,2 698 t07,3 $Q4 m -t 618 78,2 722 85.3 606 68,4 -122 76.7 596 60.8 722 711 586 54.7 722 65.5 530 45.6 722 59.5 670 39.1 722 W.7 565 34.2 722 56-2 864 76 in 109,4 722 114.4 630 91-P 722 972 78In 101.2 885 105.6 600 84.4 685 89.5 588 723 685 78.5 5Tf 685 70S 568 562 685 64.5 560 50.6 S85 60.1 553 42.2 685 54,3 543 36.2 685 b1.4 537 31.6 685 50.7 536 SO in 65,9 515 68.0 457 54.9 515 57.5 449 47.1 515 50.1 441 515 44.7 434 36.6 515 40.6 42S 33.0 515 37.4 422 27.5 515 311 413 23.5 515 30.5 407 20.6 515 29.1 404 397 38.6 453 41,0 391 E23. 453 36.4 386 30,2 453 33.0 379 27.2 453 30.4 374 22,6 453 26.6 366 19.4 453 24.3 360 17.0 453 22.9 356 96in 54.3 453 55.8 404 45.3 453 47.1 100 in 38.1 358 39.0 323 31.8 356 32.8 318 27.2 358 28.4 313 358 25.2 308 21.2 358 22.7 204 19.1 356 20.8 300 15.9 358 18,0 293 111 in 35.1 $38 35.8 306 29.3 338 30.1 301 25.1 338 26.1 297 22.0 338 23.2 293 19-5 338 20.9 289 17.6 338 19.1 285 120 in 27,8 290 28.3 264 23,2 290 23.8 260 19.9 290 20,5 256 17.4 290 182 253 15.4 290 16.4 249 1441n 16-1 201 16.3 186 TABLE 8B AnchorCapacity Table (lbs) Sutstrats. 2-7kCosrriae 3.5kCotic. HollmCM0 F%edCMu FTvif hAdal lknsharClip Paftems Anchor 3tt8 Elca Uli acon f14" E� oliltraenrt 51IT Elta Ultraeon 3l16 FlerrUltr t d4° EEcaUIh�Can 1141, SS Eli AggreGator &W Elc o UtlracOn 1l4-' SS eka AggvL:GatoY #f 40 Steel Screw (C5) #t2 steel Screw {GS} #12 3teel Screv (G5) Edji starXe(inj V 2-1/2" 1" 2-112' 3-Val 1" 24f2" 1" 2-V7 2" 31/3' 2" 0.46" 454" 0.324a Embec rent €ny 13i4'' 1,9(4" 13141, 1-3I4" 2" 1-IM, 1-1J4r 1-V4" 1-V4" 1-1/4" 14W Z, 1_3181' 1 8'" valas 2 Ancho s as 4-73' F1in. O.C. I Standard or Offset Clip (Ffg. 1)_ 390Ji 3O] 11 450 Its f�901bs 16" bs 27011 2K ihs 354113$ 740 Its 374 Its 6 54 Its 046 Its 341 lbs 442 Its 5601ts 4 Archers Oa 1.15" Min. O C_ f Stand2tti (0: Offset) Clip Wig. 2) 480 Ids 700 /Ibs NIA NIA NJA 1 380 11 NJA NIA NIA NIA 1 682 Its B85 Its 114 E 4 Ancrioa Q 8' MlnO O_C. i (2) a5 Angle Clips 1(F1g_ 3)_ 7W lbs 780 Its em Its 15&0 Its Is%4 s 540 lbs 5£0 Its NIA 760 Its 748 Its 880 Its 1992 Ins 682 Ids 885 Its 1120 its 4 Are t o€3 a0 OAT' Min. 0,C:- ! U CIII into .125' Alu€n_ (Fig 41 N/A WA FiIA NIA NIA NIA NJA NIA NIA NIA WA IVA NJA i !A 14W its 1 Anc nor t F-Cllp ¢I g. 5x 195 its 105 lbs 225 Its 445 Ids - 8222 Its 135 Its 140 lbs 177 its 370 tis 1871ts 332 lbs 473 lbs 170 Ras 221 lbs 260 Its 2 Anchors 1.15' Min, O.C.I F-Clip (FIg. 6): 240 Its MG lbs NIA NJA NIA NIA 1W lbs NJA FIIA NIA i NtA 341111 442 its 560 2 NOTE; FOR THE OPFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: 0 0 0 FIGURE 3: ANGLE CLIP MUST ® ® ® BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,.)X ( ANCHOR CAP.- r, ) = \\ ANCHOR CAP. MULLION CAP.�oNr� USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 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 SHCWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .126" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LF-AST .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, I--1.250"--{ 3.188" .265" 1.25 X 3.188" X .265" MULLION (1-1A" VF MULLION) 4t ry �$ Q, as U w 0 v o V LU � Z) CO T, LD W a F.. U CA I..- W � G CL Z Z -1z 6 In w c m c 0 ;O _ 0 � oZ a) Q t+ T r Z z R1 Q �_ 1- Q X Z rn rn m a �O oLU O U-) CO U Z O O IL` ❑¢„ C) (f) O a m 11 Co PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami -bad roduct Control `�d1l�lllrrrlrl ........, f/, � No.587©5 S ATE 6 % A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE. 9A Mullion Capacity Table (Ibs2fe) _ Opening Width 7D in Rectanguiar TraplTdang.[Rectangular Loading Laading (for vertleally-spanning 80 in TraplTriang. Loading mullions) or Opening Height(for 90 in Rectangular TraplTdang. Loarkng Loading horizontally sparring 100 In Rectangular TraplTriang. Loading Loading mullions) 120 Rectangular Loading in Trapfrriang- Loading 140 in Ractangular TraplTriang. Loading Loading t60In Loading Loading RectangularLoading 1.25 x 3.25 60 in Rectangular TrapfTdang. Loading loading 5D in Rectangular TraplTdang Loading K.100Alum. Tube Mtt11ion R C F Q C y g c t] cLi �r Qtld Q �T O 0 0 4 l7 �c0.� U 5 �{ `p L U Qt U 4d� 3 C t G drd Via' �[ 5� ¢tE QE 4F qt c o p o Q p - E 4 •- i7D-0 170,0 620 708 170.0 17p.0 A35 524 170.0 170.0 744 850 170.0 1T0.0 47B 594 170.0 967,E 888 878 170.0 i70.0 506 fi30146-7 t70.0 982 978 170,0 170.0 519IN1700. 6610,0 521 677 153.3 117-3 1118 976 17D-0 170A 521 680 127,T 97A 1118 978 170,p 170,0 521 680 1D9.5 83.8 1i18 978 170.0 ilOA 521 fi8p 95.8 73.3 1i98 978 170A 170.0 521 680 r. e 42in AB in 150.7 132.5 102.3 B8,4 78.9 58,2 50.3 46.6 10.3 25.0 927 889 74s 877 611 518 465 441 332 01 170,0 153.9 11?.8 100.4 86.3 65.2 54.9 50.6 32.3 26.4 684 683 6Da 555 609 432 39D 372 284 252 it 115.9 89.5 77.3 67.3 51.6 94.1 40.8 26.5 21.9 927 B69 740 677 817 518 465 441 332 291 188-5 141.8 107.8 91-4 78.3 58.8 49.4 45.4 28.8 23.5 7089.5 6694,0 599 546 500 425 384 366 200 248 79.6 68.7 59A 46.1 39.2 36.2 23.6 19.4 746 6T7 617 518 465 441 332 291 101.0 05.2 72.6 54.2 45,3 41.6 29.1 21.3 899 660 592 539 494 419 378 360 276 244 105-5 92.7 71.6 61.9 53A 41A 35,2 32.6 21.2 €7.5 927 869 746 677 617 518 465 441 33224-1 291 156-3 129.8 96.6 81-0 68-1 50-7 422 38.7 19.5 69B87.9 654 587 R4 489 414 374 356 272 241 77,3 59.7 51.6 44.8 34.5 29.4 27.2 17.7 14-8 927 869 746 677 617 518 465 441 332 291 158.3 128,8 93.3 77,0 64A 45.6 38.3 34.9 21.3 17.1 895 652 583 529 483 408 387 349 266 236 75.4 68.2 51.2 44.2 33.4 29,6 25,2 23.3 18.2 12.5 927 869 746 677 017 518 465 441 332 291 156.3 729.8 93.3 76.7 63.7 45.0 36.5 33.1 19.6 15.6 fi95 652 583 529 482 405 364 348 262 232 65.9 57.9 44.8 38,7 33.6 25.9 22.0 20.4 13.3 927 868 746 677 647 465 441 332 i56.3695 128,8 93.3 76.7 63.7 36.2 32-7 1EL7 652 583 529 482 363 345 260 50,625In 17D.0 747 787 748 170.0 170.p 153-8 563 612 fi34 170,4 154.5 ti9.4 B96 889 746 170,0 170.0 132.3 631 691 s2D 543n 601n t7p_0 t43.2 63in 123.7 677 132.0 579 103.1 89,7 677 61T 113.2 97.6 566 5i9 661n i07.8 817 114-5 530 72 n 82.9 518 87.1 451i 69.1 56;7 +29535�4 518 466 44t 332 29130.3 74.2 62A 57.7 37.D 440 398 379 289 258 76 in 70.5 465 73.1 408 78 in s5.2 441 fi8,0 90in 42.4 332 43.8 86 in 35.0 291 35,3 108fn 24.6 230 25.1 230 21.1 205 17.5 230 1B.3 201 15A 230 16.2 198 218 194 1944194 194 16. 218 16,8 191 €4.1 218 14.9 18B 111 h1 228 218 231 12 7.9 8718,2 17 1A91 87 50in BILE 9 Attcltor Capacity Table (lbs) Substrate: 2-7k Concrete 3.5k Conc. Hollow CMU Filled CMti PT Wood Metal 5f16" Etco 1161,Liftr 114' SS Elea W16" Pco 114" SS Efeo #10 Sleel 912 Steel 912 Steel Anchor Type: 3116" Elea Ultracon 1I4" Elea Ult€anon cn 31i6" Elco Ultraoon 114" Elea Ultracon Aggregator Ultracen Aggregator Screw (G5) Screw (05) Screw (G5) Anchor Clip Patterns P` 2 112" 3-1IB" 1" 2-112" €" 2-112, 2" 3-119' 2" 0.48" 0.54" 0.324" �Edgestance (in): 1 2-1f2" 1-3I4" 1-3f4" 144' 2" JAW 1-114" 1-ifa' 1 il4" 1-114" 1-1l4" 2" 1-3I8" 13f6" varies dment (in}: 1.3l4" 390 Ihs 450 ]bs 890 lbs 1644 Ibs 270 lbs 260 ibsP177 lbs 740 Ibs 374 [be 664 lbs 946 lbs 341 lbs 442 ibs 580 Ibs 2 Ancttars @ 4.75" Tulin. O.C. I Standard or Ofise1 Clip {Fig. 1 j: 390 Ibs NIA NIA WA NIA 682 lbs 8851be 1120Ibs 4 Anchors @ 1.15" Min. O.C. I Btarward (or Offset) Clip (Fig. 2y 480 lbs R)0 lbs NIA NIA NIA NIA 360 lbsA 1 B92 lbs 682 lbs 8851bs 1 S20 Ids 4 Anchors @ 3" Min- O.C. I (2) M Angle Clips ! (Fig. 3): 7B0 Ibs 783 lbs 6B01bs 15601ba 1896 Ibs 540 lhs 5601bsA 760 Ihs 746 lbs 880 Ihs 3 Anobors @ 0.54" Min. D_C, 1 U Clip, into -100" Alum. (Fig. 4] NIA NIA NfA NIA NIA NIA NIAA NIA NIA NIA NIA NIA NIA 950 lbs 1 Anchor F-Clip (Fig, 5x 195 lbs 195 lbs 2251be 445 lbs 822 lbs 135 fits 140 Ibs lbs 370Ibs 107 lbs 332 Ihs 473 Ibs 17p ids 221 Ihs z60 Ibs 2 Anchors (D i.15"Min. O.C,1 F CI[p (Fig. 6) 240 Ibs 350 tics NtA N!ANIA NIA 190 IbsA NIA NIA NIA NIA 341 Ibs 4421bs 560 Ids TABLE NOTES: FIGURE 1: FIGURE 2; 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 0 0 ® ® ON LOADING. SEE SHEETS 2 4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. BE USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE FIGURE 4: FIGURE 5; FIGURE 6: 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO 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. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI) X ANCHOR CAP-,„-,,,, -) ^ ANCHOR CAP,,,,. MULLION CAP---, I USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT l5 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. 1.25" X 3,25" X. 100" MULLION FOR FIELD -MULLED UNITS 1, 25" X 3,25" X .100" MULLION FOR FACTORY -MULLED UNITS W Q (0 J W _j 1- L7 LLI C� t� Q ~ U 7D z Z W � J 0. P~ U) o W C7 0 a O cs m C3 N N LL 0 W 0 J Q 0CY3 'm � S Q Cl) LU 0- Cl) J J 12 �12 � r t- Q d7 r X u Z CID to in m 6Q ui0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 IE=xpiration bate.. 512612021 By Miami -Daft Product Control `tltlll#11j 4aCENgP `•'�c No.5&fi05 cz �O��iS' AZORIDN r4� � fi�,��rVAL A. LYNH �111LL �i, P.E. FL P.E.# 58705 TABLE 1 UA -- Mullion Capacity Table (IbsV) Opening Wdth (forvertically-spanning mullions) or Opening Height (fbi-horizontally-spanning mullions) 50 in 60 in 70 in 64 in 90 in 109 in 120 in 140 in 160 in 9 2fi x 3 2b Rectangular Trap/Triang. Rectangular Trapariang, Rectangular Trapfrriang. Rectangular Trop7rriang- Rectangular TraplTriang. Rectangular Trapl7riang. Rectangular Trap/1•riang. Rectangular Trap/Triang- Rectangular TrapTriang. Loading Leading Loading Loading Loading Loading Loading Lflading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x .624 J Alum_ Tube Mullion .A W U N U a i51 U m U •ey m .3.�,J1700 m U ri N '� U V {O U IO G U ' R U o fy_, __a1�RSdC r m= U N U u N U -n >u _ W U c `y,}^!+ ro c U n tV U a n G U t� °1 = N U c W G U a z �. m U r= ftl U v W U a N G U a `e_ ftl U o +'y.. @'• U ._ U .o ltl -w iJ t •6 w U a N U m ` c ,a ` ltl G5 t 'a M�p1aaacS'T'''�GQ N - ` m e U w L ._ CC�� o ... U m u .� u! c ,-' m �- U a o _a 620 708 170.4 170.0 435 524 170.0 170.0 744 850 696 956 1063 1116 1169 10A9 941 170.0 170.0 170.0 179.0 170.4 150.2 126.0 78 84 631 691 797 850 903 892 805 174.0 171.0 170.0 170.0 170.0 170.0 155.6 119.9 101.9 B68 992 IC46 1116 1240 1302 1240 1449 941 17fl-0 170.0 170.0 17a.0 170.0 170.0 170.0 132.1 111.2 596 63o 684 754 678 940 1CO2 876 791 170.0 170.0 170.0 170.0 170.4 156.6 136 2 104.3 89.2 992 1133 1t95 1275 1417 1370 1240 1049 SO 170.0 170.0 170A 170.0 170A 170,0 158-6 119.1 100.0 513 681 723 B03 544 1016 1013 660 777 370.0 170.3 170.0 VIDA 161.1 1392 121.1 93.2 m3 1116 1275 1345 1434 1511 1370 1248 1049 941 170.o 170.0 17iL4 170.0 170.0 170.3 147.1 149.7 91.7 621 677 747 837 986 1076 1000 848 756 170.0 1701 i70.0 170.0 145.0 125 3 108.9 83.9 71.4 1240 1417 1494 1594 1511 1370 12A8 1449 941 170.0 170,0 170.0 170.0 170.0 164.0 139.0 102.7 85.5 621 660 75S 856 1033 1082 969 838 757 170.0 170.0 170.0 156.4 120.E 104.4 90.0 69.9 69.5 148E 1700 1793 1759 1511 1374 1246 1049 941 170.0 170.0 174.0 170.0 170.0 155.9 130.4 94.3 77.6 521 6S0 756 661 1963 1072 978 826 744 170.0 169.7 152.5 134.1 103,E 09.5 ITS: 53.3 51.8 1736 1979 1877 1759 1611 1370 1248 1049 941 170.0 170.4 170.0 170.0 170.0 155.3 129.0 91.2 74.0 521 680 756 861 1063 1070 975 820 737 INN i48.5 133.5 117.3 90.6 78.3 68.1 52.4 44.6 1963 1979 1677 1759 1511 1370 1248 1099 U1 179.0 17i1.0 170.0 174-0 170.0 155.3 129.0 91.1 73.3 521 S80 756 861 1063 1070 975 820 736 C 0 42in 17fl.0 48in 170.0 50.525in 170.0 747 170.0 563 612 701 745 789 876 170.0 170.0 170.0 170.0 170,0 139.9 116.9 54in 170.0 797 17a.0 60 in 63in 170.0 170.0 885 930 17fl-0 170.0 66irt 170.0 974 f7Q_0 72in 167.8 1049 17-0.0 76in 142.7 941 10A 822 78in go in 96 in 132.a 95.9 70.0 1394 671 690 137.E 88.7 721 783 596 527 110.0 71.6 59.0 ON 671 590 116.9 74.9 61.4 767 585 516 94.3 61.4 90.6 894 671 690 102A 65.3 52A 753 676 509 82.5 53.7 44.3 894 671 590 91.9 58.2 47.5 740 568 502 73.3 47.7 39.3 894 671 590 84,1 52.9 41. 730 558 494 66.0 43.0 36.4 89A 571 690 78.3 40.8 39.6 721 651 469 SS.O 35.8 29.6 894 671 590 70.1 43,1 34.7 707 539 477 47.1 30.7 25.3 894 $71 590 67.0 39.7 31.6 741 531 469 41.3 26.9 22A i394 57 590 66.1 29.8 fi98 464 IDS in 49.7 466 60.3 46.7 421 400 41.4 38 2 466 441 42.0 39,3 414 393 35.5 327 466 441 37.1 34.1 40 387 331,1 28.6 466 A41 32.9 30.2 402 382 27.6 26.4 466 A41 29.7 27.Z 396 376 24.9 22.9 4G6 441 2T.1 24.9 391 372 20.7 19.1 466 23,6 4d1 21.5 382 17.8 363 16,4 466 21.2 441 19.3 375 356 15.5 14.3 46G 19.6 441 17.8 370 351 111 in 45.6 A41 120 in 36.3 378 36.3 344 30.2 378 31.0 339 25.9 378 26.8 334 22.7 378 23.7 329 20.1 378 21.3 325 18.1 376 19.5 321 15.1 378 16.7 314 1 17.5 1 262 17.8 219 15.0 1 262 16.3 236 144 in 21.0 262 21.2 242 TABLE10B Anchor Capacity Table (lbs) Sutsirate. 2.7R Concrete s,51t cwc. Hollow CMU Filled CMU PT Wood Metal -Niel Elco 114" SS Elco 5f15' EIc0 114' SS Eco 410 Steel #12Steel #12 Steel Anchor Type: 31161Elco,Ultracon 1f4"E1CoUltracon Ultracon 3/15"Elcoultraton 114"F1coLitratOn A r otor 99 Ullracort A n9G�or 98 Screw ( ) Scrtw(G5) Anchor Clip Patterns Fdge astance (1n): 1" 2-1i7' 1" 21f2' 3.113, T• 2-1f2' 1" 2-112 2' &119" 2 0.4a" 0.54" 0.324" Embecenent gq 1-314" 1.314" 1-314" 1tit4" 2" 1-1l4" 1-114" 1-1/4" 1114, 1.114" 1-114, 2" 1-Nall 13+6" I varies 2 Anchors @ 4.75` Min. O.C.1 Sfandarci or offset Clip (Fig. 1)' �0 lbs s90Ib5 4501bs 6901bs 1644 lbs 2701bs 2W Ibs 3541bs 7401i3s 374 lbs 664 Iba 946 lbs 341 Ibs 442 fla 560 lbs 4 Anchors @ 1.15' Mln. O.C- 1 Siandard (Or offset) Cllp (Fig. 2).480 lbs 700 €bs NIA NIA MIA NIA 380 lbs NIA NIA td1A NIA NIA 6821b5 BM Ito 1120 lbs 4A hohors @ T Min. O.C. r (2) W Angle Clips I (Fig- s): 780 lbs 780 Ibs 6W Ms 1560 lbs 1696 lbs 5401bs 560 Ids NIA 160 Its 748 Ibs 680 Im 1692 ibs 652lbs 665 Ws 11201IDS 3Anchors @ 0.64" Min. O.C. 1 U-Ctlp, Into .100" Alunt. (Fig. 4; NIA NIA NlA WA NIA NIA N1A NIA NIA NIA NIA NIA NIA NIA 950 lbs 1 Ant hem F-Clip (Fig 6) 195 lbs 195 Ibs 225 lbs 4451bs 222 Ids 135 IbS 140 Bps 177 lbs 370 Its 187 lbs 332 ibs 473 lib 170lbs 221 Ili 280 lbs 2An[I1ors @ 1. t9` Min O.C./ Flip (Fig sj: 2401bs 350Ibs NIA N!A NIA N/A 190 ibs NIA NIA NIA NIA MIA M1 Ibs 442 Its 560 lbs TABLE NOTES. FIGURE 1: FIGURE 2: ® IG 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ® ON LOADING. SEE SHEETS 2-4 FOR GENERAL. INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ® BE USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND IN PAIRS, GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE FIGURE 4: FIGURE 5: FIGURE 6: t3063-T5 AND BE A MINIMUM OF ,100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (1 S 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 CAPACITY ADJUSTMENT FORMULA. (DIP_) X L ANCHOR CAP.F""x,r, ) -ANCHOR CAP," . \ MULLION CAP, r"oM lZ 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, 1.25" X 3.25" X .624" MULLION FOR FIELD -MULLED UNITS 1.25" X 3.25" X .624" MULLION FOR FACTORY -MULLED UNITS Q W x 0 ul _j LU J H W 1T] Q ~ U � Z Z L�tl N Q C ~ CL F- a Ui r` U) C) W O C3 < OI6- U O V W Z (1} 0n Of _ F- O U) 0 W tD 0 z 6 m o rr3 z co cc PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date By.... Miami -Da Pra ` 011 11111j1 `%,\ V� Y L r 1V1V 'sir No.58705 � w_ E 0 (� fY/,s �0NAL 1E A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE I IA Mullion Capacity Table (Ebs!€tzj Opening %Mdjh (for vedically-spanning mttiions) or Opening Height (for horizortallyspanning mullions) 60 in 70 in 30 in 90 in 100 in 120 in 140 in i60 in 50 Rectangular in TraplTriang_ Rectangular TrapiTdang. Rectangular Traprrriang,F TrapTfrieng, Ractangulas Traplrriang. Rectanguiar Trap7lriang. Reclangu€ar Loading Traplfrang. Loading Ractangular Laading TrapcTriang_ Loading Rectangular Loading Traprfriang. Loading 125x394 Loading Loading Loading Loading Loading Loading Loading Loading Leading Loading Loading x .624 a _ y Alum. Tube "EAulliort mme m�a m a'�' m2 m n� m U w� U N �e.... U 'p C U U '.. .. U C U LI {,1 O U -� Q d [S U Q U O+ U a Q --y'- O �l• O ,� O. Q W a y0 �+ A •a .� t - c �Ya^.., L a' L _. C oC _ -� V :_.. c.CS M __ 9 W Gl L a� ao �= ¢� 47B 170.0 $68 170.0 506 170.0 992 170.0 519 170.5 1116 170.0 521 170.0 1240 170.0 521 170.0 t488 170.0 52i 170.0 1735 170,0 521 17D.0 1983 17Q_Q 521 42in 170-0 620 170.0 435 170.0 744 170-0 a30 170.0 1133 170-0 661 170.0 1276 170.0 677 170.0 1417 170-0 680 170.0 1700 170.0 680 170.0 1983 174.0 6B0 170.0 2267 170_q 880 46 in 179.0 TOO 170.0 524 170-0 05Q 170.0 5B4 170-0 992 170.0 1195 170.0 723 170.0 1345 170.0 747 176.0 1494 1700 75fi 170.0 1793 170.0 755 170_0 2032 170.0 756 17tl.0 2391 170.0 756 50.625 in 170.0 747 1 00.0 663 1 00.0 696 170.0 631 1700 1046 170.0 684 170.0 170.0 956 i70.0 691 170.0 1116 170 0 754 17il.0 1275 170.0 003 170.0 1434 '170.0 a37 170,0 1594 170A 856 170.0 1913 170-0 861 170.0 2231 170-3 8ell 186.2 2403 170.0 661 54in 170.0 797 170.Q 612 170-Q 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1T71 170.0 1033 VTO 2126 170.0 1063 148.3 2163 170.0 1063 122-6 2163 170.0 1063 60in 170.0 8B6 170.0 701 170.0 1063 170.0 797 170.0 1240 It 171.0 660 170.0 1302 170.0 946 170.0 148F 170.0 10,16 170.0 1673 170.E #076 17fl.0 1059 170.0 1122 158-5 2080 170.0 1169 134.5 206D 170.0 1171 117.7 2060 17D.-0 1171 63in t 170,0 930 170.0 745 170.0 1002 170.0 155E 170.0 1086 170(! 1753 170.0 1155 170.0 1948 t7D_0 121Q 143.4 1966 170.0 1275 t226 1966 170 O 1286 107-2 1966 as 66in 170.0 974 170-0 789 170.0 1169 170.0 903 170.0 1364 170.0 87B 17U 1275 170.0 1009 170,0 1468 170.0 1126 170.0 1700 170.0 1220 154-1 1734 170.D 1315 138.7 1734 165.8 1386 11§_6 1734 155.9 1364 99.1 1734 1504 1352 86.7 1734 150. 72in 170.0 1063 170.0 #68.5 1556 170.0 1209 147A 1E56 i65.2 12'BE 131-1 1656 151.6 1266 117.9 1656 141.31211 96-3 1658 120.3 1229 84 2' i556 122.3 1219 73.7 1656 121.2 1216 0 76in 170.0 1122 170.9 937 170.0 t3d6 170.0 10$0 136_d 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1d77 129.51 90.9 1d77 116.9 1165 77.9 1477 682 1477 109.3 1164 78in 170.0 1161 1700 967 170.3 1381 i70.0 1116 i55.9 1477 169.3 1245 9B6 118.4 11i0 123.9 968 10i.5 1110 107.9 951 88-8 1110 SR3 93E 78.9 1110 07.6 922 11.0 1110 80-1 592 1110 71.3 091 50.7 1110 1110 62-7 970 90in 142.0 1110 146.5 975 883 842 73.2 975 78.6 829 65.0 975 71 2 017 58.5 975 65,4 48.8 975 57.4 789 41-9 975 r 767 96in 117.0 975 120.3 372 97.5 975 1015 856 83.5 45.7 771 49.0 655 41.1 771 44.9 647 34.3 771 38.9632 2#.4 771 N 771 32.4 512 100in 822 771 84.0 696 6B.5 771 70.7 605 683 771 61.3 674 51.4 771 54-3 664 614 31.5 730 35-6 600 27.0 730 730 29.5 58i iiiin 75.7 730 71.3 661 631 730 65.0 650 54.1 730 56-3 640 47.3 736 49.9 631 42.1 730 45.0 622 37.9 730 41.1 624 44.I 552 37.5 624 39.2 544 33.3 624 35,3 537 30.0 S24 32.2 E31 25-0 624 27.7 519 21.d 624 18.7 624 22.5 E01 624 S10 569 49-9 624 512 560 42.8 �144 Ein34 433 35.1 400 28.9 433 29.4 395 24.8 433 25.4 390 21.7 433 22.4 306 19 3 433 20,0 381 #7.3 433 18.2 376 TABLE I I B Anctwr T Anchor Clip Patterns Etl�)e fitstarce Embedment 2 AMWIS @ 4.1V' Min. fl_C. I Stattrlarc a Ofrsel CIO 01g 4 Anchors pa 1, VP Min. 0-C_ f Stari3afd (c+ Offset) CCllp (Fic 4 Anc hors a0 3" NI In_ O_C. 1 (2) a5 Angie COPS 1 (Rc 4Ancnors © 0,54" Min. QC, 1 u-iip, Into -Inn" Alum. Ta 1 Ate Wr 1 F-COp (Fg 2Anchors A 1.15" Mln. t7.CJ F-CBp (Fie FIGURE 1_ ___7 : 1 0 FIGURE 3: FIGURE 4. FIGURE 5: Anc or api 2.7k Concrete 35k Conc. 5?16" Eteo pia Elco L91 on Vd° Fir Ult€acOn Ultracan 1" 2-VZ -#2-112" 3-718°' I -SA" 134° EI" 1314"1-&4" 2" 390IM 450Ibs90lbs 1644lAs 480lbs 700lbs NIA I NA NIA 7801h9 783lbs 6'80 Ibs 15W Ito; IBM lbs NIA NIA NIA NIA NIA 1g5lbs 1951ts 225lbs 445Ibs 822€b3 240 €bs 3 -lbs NIA NIA NIA FIGURE 2: 0 ® e ANGLE CLIP MUST 0 BE USED IN PAIRS. FIGURE 6: Table (Ilas} -- - HdlaW CMU 3116' Elco Ultra`on 114" EILDtllUacon 1,. 1-V4" 270 Ibs NIA 5401bs N!A 135lbs NIA 2.112" 1"1 2-V2" 1-V4" 1-114" I-v4" 280 Ib5 354 ias 740 Ibo 330IIn NIA NIA 5601105 NIA 750lbs WA NIA NIA 140It15 177lbs 3701bs i-W Ibs WA 1 NIA V4" SS Elec AggreGator 2' 1-114" 374 Ihs NIA Fi led CMU PF N€OW Meal 511b Etce 58 Elm1Ci steel #12 Steel #12 Steei Ultracon 7I4l Aga#eGSrtcx $ctw (G) 5creiv (G6) Scrag (G53 3-176" 2' 0.4B" 0_54" 0.324' 1-114" 21 11-' 8" 1tif6" varies 74P Ibs s80 lbs NIA WA 1871bs 32215 NIA N.rA 946 Ibs 341 Ibs 442 lbs I t)UU ics NIA 6821bs 8851ts 1120lbs 18921ts 682lbs 885 Ibs 1120lhs NIA NA NIA 1267 Ibs 47311:5 1701bs 221It$ 2601m NIA 341Ibs 442Ibs 5:OIbs TABLE NOTES,- 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP < ANCHOR CAP. I -MT--) -ANCHOR CAP.pEO. AE°) X MULLION CAP-11 M.I USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE ]MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY -TABLE. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. }-TOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT.FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" 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. OR410 S.S. 1-25" X 3.94" X .624" MULLION V, U U) L LO D Z �r O W m C) M > - U cg W 0- Z_ 0 V I Q N x rz w LLI S (A C1a W G Z 0 t~ e-- i) PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-0630.01 Expiration Date 05/216/2021 By t1Air \\� ®Wi LYtV/v2r �1�� e No. 58705 -O :7 lam. ® s ATE •'� A. tYNN M:01*K P.E. FL P-E.# 58705 IHbLt 'ILH Mullion Capacity Table (Ibslft') Opening Width 0or vertically -spanning md1ions) or Opening Height (for horizontaily-spanning €nullions) 4 �5 Alum. Tube i ,IllOn in in 50.625in 50 in Rectangular TraplTriang. Loading Loading a a t2 ° aa 173,0 620 170.0 435 173.0 7D8524 170,0 747 170.0 563 60 in Rectangular TraplTriang. Loading Loading � a - a °'s .c � 170.0 744 170.0 478 170.0 854 17D,0 584 170.0 896 170.0 631 70 in 80 in Rectangular TrdplTriang. Loading Loading m a Qn ° t U a 'S'' c �o K :. QQ42 170.0 992 170.0 519 170.0 1133 170.0 66i 170.0 1195 170.0 723 90 in Rectangular TrapfTriang. Loading Loading SZa ty C4 p° _ G 5 t U c �° dc c 170.0 1116 170.0521 170.0 1275 170.0 677 t70.0 1346 170.0 747 100 in Rectangular TrapCrtiang. Loading Loading kn , �i..Za o a - m _ _ c_mc-r_ro �7 C c 4< 8-041700 170.0 1240 170.0 621 170.0 1417 770.0 680 170.0 1A94 770.0 75fi 120 in Rectangular TraplTriang, Loading Loading �o 2o .� ZU . ,Zo' 7 NUd3 170,0 1488 '170.0 521 170.0 1730 170.0 680 170.D 1793 170.0 756 140 in Rectangular TraglTtiang. Loading Loading ° �i' mNG 170.0 1735 170.0 521 174.0 1983 17D.0 680 17QA 2D92 170.0 756 160 in Rectangular TraplTriang. Loading Loading Ti� ' . 20 983 170.0 521 2267 170.0 680 170.0 2391 170.0 756 Rectangular Loading a a 174.0 170.0 170.0 868 992 1046 TraplTdang. Loading EL oo9 _ cm ¢D' 170.0 506 17C.0 630 170.0 684 5d irr 60 in 170.0 170.0 797 885 174.0 170.0 612 701 17D.0 170.0 956 1063 170.0 170.0 691 797 170.D 170.0 1116 1240 17D.0 170,0 754 878 170 D 17t3,D 1275 1417 170.0 170.0 SD3 9" 170.0 17C_D 1434 1594 17D.0 170.0 837 996 170.0 170.0 1594 1771 170.E 170.0 856 1D33 170,0 170,0 1913 2125 170.0 170.0 861 1D63 170.0 170,0 2231 2479 170.0 170.D 861 1D63 170.0 16D,8 2ES0 2680 170.0 170,0 -861 10fi3 63in 66 in 72 in 170.0 170.D 17Q0 930 974 1063 170.0 170.D 170.0 745 789 878 170.3 170,0 170,0 1116 t169 1275 170,0 170-D 170.0 SS0 903 1009 170.D 170.0 170.0 1302 1364 1488 170.0 170.0 170.0 940 1002 1126 110.0 170.0 170.D 1488 1558 1700 170.0 170.0 170.0 1015 1086 1228 170.0 170.0 170.0 1673 1763 1913 170.0 170.0 170.0 1076 1155 1315 170.0 170.0 170.0 1859 1948 2125 170.0 170.D 170.0 1122 1210 1387 170.0 170.0 145.E 2231 2339 2184 170.0 17D.0 170.0 it69 t275 1488 166.7 t51.9 124.8 2553 2437 2184 170.0 174.0 170.0 1171 1286 1529 145.9 i32.9 109.2 2553 2437 2184 170.0 170A 170.0 1171 1286 1530 J 3 170.0 170.0 170.0 151,5 105.8 97.3 76.8 44 2 937 967 1144 1098 877 832 716 504 170.0 170.0 149.1 122.9 $6.3 79.6 $2.9 36.4 1346 1381 139$ 1229 971 819 786 546 170.0 170.0 i56.0 127.8 89.0 81.$1 64.5 37.0 1080 1115 1219 1079 862 $19 705 496 170.0 170A i27.8 105.3 74.0 68A 53.9 31.2 1570 1611 1398 1229 971 09 786 546 170.0 170.D 136.0 111.2 77.2 T0.9 55.�6595 31.9546 1209 1250 it98 1961 849 806 770.0 170,0 111.8 92.1 64.7 59. �472786 1794 1642 i398 1229 971 919 173,0 17D.0 121.3 98,9 68.4 62.9 49.4 26.2 1322 1369 i179 1044 837 194 686 485 165.1 152.7 99.4 81.9 67.5 53.0 41.9 24.3 i960 1861 1398 1229 971 919 T86 546 170.0 170.0 113,2 89.6 61.8 56.7 44.4 25.3 1421 1474 1162 1029 825 784 877 479 148,6 737.4 89.5 73.7 51.8 47.7 37.7 21.8 1960 1861 1398 1229 971 9i9 796 546 170.0 163.1 101.6 92,4 56.5 51.8 40.5 22,9 1505 1500 1147 1fli6 815 774 668 474 123.8 114.5 74,5 61.4 43,1 39.7 31.5 182 1960 1861 1398 i229 971 919 786 546 161.6 147.3 89,8 72.2 49.D 44.8 34.9 19.5 1548 1473 i#22 993 796 756 653 464 106.1 982 63.9 52.7 37,0 34,1 27.0 15.6 196D 1861 1398 12291. 971 919 786 546 184.0 139.5 827 44.0 65.9r465 40.2 31.0 17.2 1535 1459 1105 92.9 85,9 55.9 46.1 324 29.8 23.6786 i3.7 i960 1861 1398 1229 971 919 54b 1 137,E 78.9 62.1 40.8 37,1 28.4 15.5 1454 1096 967 771 732 531 448 76 in TS in 9Din 96 in ICS[n 111 in 1203n 144 in 170,0 170.0 170.0 147.4 103.5 95A 75.5 43.7 1122 1151 1328 1229 971 919 786 546 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X / ANCHOR CAP._,,,_._) =ANCHOR CAP.aEa MULLION CAP.,R ,A. USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. NOTEFOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCIHUK VALUtc, IPJ i rtt I �`Uauf-kmu vur• QLD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24_ ro Q 0 t33 z C_V - a a Q 0 0 z U) CO PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By - Miami- a Product Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: TABLE NOTES; i e o 1► e • +R slut! • 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR �\ LYIVN GENERAL INSTALLATION METHODS. • p s +e `` �```.• �ICEiVS� f� FIGURE 5: FIGURE. 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 250" 4.000" No. 58705 o a a =: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN - r o ® THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE O -�- • o e LOCATIONS- SVTE O' FIGURE 7: FIGURE & FIGURE 9; FIGURE 10: ANGLE CLIP 4) SUBSTRATES: CONCRETE' SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNITc�OR1DP • a FIGURES 5&fi (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-T5AND BEA MINIMUM OF.125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND ,045" THICK (18 2" X 4" X .25" MULLION �77ONALMUST BE USED `1IN PAIRS, GAUGE)" STRUCTiJRAL $TEFL TD BEAT LEAST .125" THICK AN©A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A. LYtl�l#�! M(I-IL��, P.E. ` ® THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S_ FL P.E,# 58705 en TABLE 13A ® 4N o o 00 2 L '* I" U S C1 �+ w o W pZ U LC} `o 0 f7 m F_ 7 Z Q LIA C13 IJJ � C!} m K 0 LLI Q CJ z Z Cr7 z m 2 Liu N� F 0 wZ Q Cl) J t- Z N a7 CO co O }- m R O N rn o b ry W Y o X rn Q N 4 O 0 } z U) fl TABLE 13E3 ANCHOR CAPACITY ADJUSTMENT FORMULA: ' O Anchor Ca aai Table lbs ANCHORCAP. �M7 _ Substrate: 2.7k Concrete 3.5K Cone. Hollow CMU Filed CMU PT Wcod Metal (DP_) X _ ANCHOR CAP-' MULLION CAP.-M,., 5116' Elco 114" ss Elco 5116" Elco 114" SS Elco iD steel #12 Steel Ail Steel PRODUCT REVISED Anchor Type° 3115" Elco IJltracon 1!4" Elco tlitracon 3116" Elco uttracon 114" Elce, ultracon AggreGator Uftwon AggreGator Screw (G5) Screw {05) Screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR as complyingwith the Florida AnchorCGp Patterris ultracon Edge Distance (In): #" 2-112" 1° p2-OV12° 3-1I8"r54o " 2-112"�354 2-112" 2" 3-116" 2" 0,48" D,54" 0.324" CAPACITY REQUIRED" CORRESPONDING TO AN Buildino,� 7_0630.01 Embedment (in)' 1-3/4" 1-3f4" 1-314"314" 2" I4" 1-114" i 1/4" 1-114" 1 il4" 2" 1 318" 1-318" varies ACTUAL I>RESSURE REQUIREMENT FOR THE NOA-No,nchc s 4.75° j/IIr . O.C. !Standard arOfrset Clip {Fig. 1&2): 390 Ibs 390 Ihs 4501bs bs 16d41bs if 280 ibs 740 Ihs 374 Ibs 6641bs 9461hs 341 ibs 442 las 5801bs OPENING, WHEN IT IS LOW ER THAN THE MULLION Expiration Date OYJ/6/202'1 4 Rnchors 4.68" Min. O.C.1 Standard (or Offset) Clip (Fig, 3): 78G Ihs 780 Ibs 9001bs 1780 fbs 3232 ibs tbs 56D €bs 708Ibs 1480 ibs 748 Ihs 12721bs 18921hs 8821hs 8651bs 1120 Ibs CAPACITY {FROM THE TABLE} OF THE SELECTED 8 Anchors 1-71" Min. O.C.1 Standard (or Offset) Clip (Fig, 4): 1180 ibs 1400 Ibs 1010 lbs 2595 €bs NIAIA 94G Ibs NIA 10651bs NIA NIA NIA 1363lbs 177G Ibs 2240 Ibs MULLION. IT WILL YIELD A MINIMUM ANCHOR g�� -w 4 Anchors @ 3" W. O.C.1 (2) 2x5 Angle Clips 1 (Fig. 5): 780lbs 7801hs 660 Ibs 156G Ibs 1896 Ibs Ihs 560 Ibs N/A760lbs 748 Ibs 880 Ibs 1992 Ibs 682 Ibs 685 tbs 1120 Ibs CAPACITY WHICH MAY BE USED TO QUALIFY Miami -bade P duct Control $Anchors @ 3" Min, O-C. ! (2) 2x5 Ang� Clips 1 (Fig. 6); 156D Ihs 1560 Ibs 1360 Ibs 3120 Ibs 3792 Ibs 1080 lb6 1120 [be NIA 152C Ibs 1496 Ibs 1780 Ibs 3784 Ibs 1363 Ibs 1770 lbs 2240 Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchors @ 1-5" Min- O_C. 1 (2) 2x5 Angle. Cilps 1 (Fig. 7). 16601 2100 Ihs 1440 [be 3780 Ibs NIA N/A 1320 Ibs NIA 1500 Ibs NIA NIA NIA 2045 Ibs 2654 €bs 3360 Ibs ANCHOR CAPACITY TABLE. 4 Anchors @ 1.34.` Min, 0.C,1 U-Clip, into .125" Aturri.(Fig- 8). NIA NIA NIA NIA NIA N/A NIA NIA N/A NIA NIA NIA NIA NIA 1430 Ibs 8 Anchors @ 0.54" Min. O.C./ U-Clip, Into A25" Alum. (Fig. 9): NIA NIA N/A WA NIA N/A NIA NIA N)A NIA NIA NlA NIA NIA 2861 Ibs 2 Anchors @ 4.68" Min. O.C.1 F-Clip (Fig. 10): 390 Ibs 390 Ibs 450 Ibs 690 Ibs 1616 !bs 270 Ibs 280 ibs 354 Ibs 7401be 374 Ibs 636 Ibs 946 Ibs 341 ihs 442 [be 560 Ibs 4 Anchors (� 1.71"Min. O.c.l F Clip (Fig, 11): 590 Ibs 70G Ibs 505 kbs 1258lbs NIA. NIA 470 IN NIA 533 Ibs NfA NIA NIA 682 Ibs 885Ibs 112G khs .250" NOTE: FOR THE OFFSET CLIP, USE THE. SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES, FIGUF?E 9: FIGURE 14: FIGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON @ + @ e @ e @ e • • + @ LOADING. SEE SHEETS 2 4 FOR GENERAL INSTALLATION METHODS.0L� Lylv� f11 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� �� ' ° \GEN Ic- 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS NO 58705 • a a s o ' * e + 21-23. HOLES TO BE DRILLFO IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON - SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. - = FIGURE 5: FIGURE 6: FIGURE 7: ANGLE o e • e a • e + CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED %�%\ "•, S ATI; F + o @ + • + 0 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF -125" "��0'' �EORt[?N. •''0� MUST 6E THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO �07I Zo Y 0 \��� + e • + a • • ° USEDD IN BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW PAIRS. 2" X fi" X .25" A, �HiN� � i3E�', P.E. THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION FL P,E.## 58705 mullion Capacity Takla (lhslft� SD in Rectangular TraplTriang. 6D in Rectangular TraplTriang. Opening Width 7D in Rectangular TrapPl'riang. (for verticany-spanning 80 in Rectangr�Ear 1YaplT rriul�orl5} or Opening Height 90 in (fir horizor>Eall�sparxlirig 10D In mullions) 120 in 140 in 36G in TABLE14A Mullion Ca pack Table lbsf e Opening Width (forverdCally-spanning mullions) or Opening Height (for ccdzorltally.spanning mullions) 5o in 60 in 70 in 80 in 90 in 100 in 120 in 140 In 1S0 in Rectangular TraplTAang. Rectangular Tai>rTriang TraplTrianp. Rectangciar TrapiTrlang. Rectangular TraplTriang. Rectangular Trapl n ng. Rectangular TraplTriang. Loading Rectangular Loading TrapiTriang. Loading Rectangular Loading Trapff'riang. goading 1.26" x 2.11" Loading Loading Loading Loadingg Loading Loading Loading Loading Loading Loading Loading Loading x.125" Alum � 2 � Z, � r � 4" & u ci � � o o & _ c MUII Z7 a i a _ ka' a _ m a __ to a�TL cs''u 11S c a r a a atu m 6 a .� � o ia. n P. s? m G a as W a L m o. m ii �� 11 n Q c 2 A. si >;. m Q. m U A. W d S W GQTu#)e -o kRectan,ular �a �-bd 'ty U O F U U rJ i..: _ U 'a U Uc [� _ O F O t3 a O F O U Q U_ O U C U_ CP U U_WmU N ❑ C g O 9 _U CC a N O 9 Q f] 5 p t 3 O9 O 3 O 9 amO C 7 L t'� a O G L ti �. _N 5� :a ,G .� U v c w i j U tro c mL� a m _ m p n 6 m _ in n .0 o c � ,^ m a m o -__ C o v o _ ca r� G Q G42 G 'Q . a'~d'vQ iE 428 120.2 526 148.9 419526 138,9 414 90.1 526 134.8 q11 SG.1 526 134.1 411 721 526 134.1 411 60.1 526 134.1 411 51-5 526 134.1 411 45-1 526 134.1 411 in 144.2 526 167.0 403 94.7 325403 WA 320 60.4 403 81.4 317 52.7 403 79.1 315 48.3 403 78.6 314 40,3 403 7&fi 314 34.5 403 78.6 314 30.2 403 78.6 314 48 in 96.6 405 108.0 333 80.5 58.8 362 71.9 289 51-5 362 57,2 286 45.7 362 64.6 284 41.2 362 53,6 283 34.3 362 63.5 283 29.4 362 83.5 283 25.7 362 53.5 283 50.E25in 82,3 362 91-0 3D1 68,6 362 79.3 294 57.7 256 q2.4 318 53.5 253 37.i 318 50,8 250 33.9 318 49.5 249 28.3 318 49-1 248 24.2 318 q9.1 248 21.2 318 49,1 248 EA in 67.8 318 7A.1 267 56.5 318 64.2 261 48.5 318 2E9 41.2 258 45.7 214 35.3 258 40,7 210 30,9 258 37.2 207 27.5 268 3q.9 204 24.7 2S6 33.4 2fl3 20.6 258 32.2 201 17.7 256 322 201 15,5 256 32.2 201 60in 49.6 258 53.1 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 165 21.4 234 28.0 184 17.8 234 2E6 183 15.3 234 26.5 183 13.4 234 26.5 183 -� 83 4n 42.7 234 45.6 200 35.6 234 39.1 195 179 26.5 213 29.8 176 23.2 213 21.0 173 20.6 213 25A 170 18.6 213 23.7 169 15.5 213 22.2 167 13.3 213 220 166 11.6 213 22.0 166 6S in 37.2 213 39.4 183 31.0 213 33.7 72 in 28.8 179 3o,1 165 23.9 179 25.6 152 20.4 179 22.5 149 17.9 179 20.3 147 15.9 179 18.7 145 76in 24.3 161 25.4 140 20,3 161 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 78 in 22.5 152 23-5 133 18.8 152 19.9 131 16.1 152 17.5 128 TABLE148 Anchor Cass Substrie: 2.7k CMCrete 3.5k Cone_ Arl:horTyj>e 3'16"E#co!Jltraccn 113ultrac "EtcoUltracmi 5€a Anchor Clip Palms t31tr3c1 Edge Rfstailce (In): €'° 2-112 1" 2-112" 3-118" Embedment04 1-314" 4" 14Vr 9Y1-14" 2" Anchors Cgi 3° MIn.O.C_! (2j 2x5AngEegiPs 1(Fig. S): 7ti0ltas 78ti kbs �011% 1560 Table fibs Hollaw CMU 311&" Elco Ultracon V4" Elco Uttmccrl T, 2 i12" 1" 7114" 1 1-114" i-IX 3+`31tra 56Cifb5 NIA Filled CMU P t W000 114' SS Elco 5116' Elco 1f4" SS Elco #10 Steel #12 Steel Agg"toa uitmc on AgCreGator Screw (435) Scmw (GE 2" 3118" 2' 0.4S" 0.54" 1-11N, 1-1i4"' 2 1-318" I -ale, US 8 Its B801bs 1892 lbs 682 Ebs 885 It. Meta€ #l2 Stee-I screw (G5) Varies 1430 lbs 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. FIGURE 1; 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. 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 .045„ THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL AN INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-5 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DIR,,jX ANCHORCAP"FWIW, )_ ANCHOR CAP.,,, MULLION CAP.;MMT�1E 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. 1-268"� 2.116" 125", 1.26" X 2.11" X .125" MULLION (INTEGRAL FIN MULLION) CO co O IJj W F� 2 R = 0 LLI E ❑:] CCD U) LU I- U 0 LIJ z � (A a Q rn J c Y c U 0 J ao l_ _j 20. o a �Z Vi < r H z Cq O? F Q x (L b o O a+0 r r r o 0 O to U d 0 O CL z acc Q/ Q 2 U 6i C lL m I..L PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration ;pate 05/26/2021 By Miamll-Da5WProduct Control ,4tytltilfl , _ NGI, 58705 I��O1NAL ON LYN A. I�IrvfLER, P.E. FL P.E.# 58705 HtiLk 1 OH Mullion Capacity Table (IbstW) Opening Width (forverlically-spanNng mullions) or Opening Height (for harizonial€y-spares ng mullions) 3.25" 30 DEG. AL i3 AY MLl LL 50 in 60 in Rectangular Loading a m CL U o A 170.0 170.0 170.0 70 m w m A U -o s Q 868 992 1046 in TrapiTriang. Loading m N U c y, G #70.0 t70.3 170-0 n m w A U L .? cr 4 506 630 684 Rectangular Loading m 9 p Cy _ "2. G 176-9 170 0 179.9 90 u m N ' a U �` 992 1132 1195 in TraplTnang. Loading v m G U_ rCG 170,0 170.0 170.0 u m y 0-. U C Cal QIY Sig 661 723 Rectangular Loading u m ¢ i] _ 7 4 '2 G 170.0 170,0 170,0 90 o m SSA V C W a 1115 1275 1345 in TraplTrlang. Loading <-� m U 5 �G 170.0 170.0 170-0 n .. m ti G U C N Q� 521 677 747 Rectangular Loading o m 17 U '2G t70.0 170,0 164.2 100 n min N U C N a 1240 1417 1443 In TraplTriang. Loading m R U 7 �G 170.0 170.0 170.0 a m r"i iO G U n y Cy ¢ rr 521 580 756 Rectangular Loading & m m U_ j Vi A 171).0 152.2 136.9 120 n w ��+¢+ee V y Qom' 1408 1522 1443 in TraplTriang. Loading cs m a 7 G 170.D 170.0 170.0 m m C n U a c N a K 521 689 756 Rectangular Loading 6 m c U_ {cG 170.D i30.5 117.3 140 m w a la U C N Q tL' 1735 1522 1A43 in TraplFnang- Leading a o m n c j .�G 170.0 170-0 170,D o m w a .0 v y s' io a 0= 521 689 755 Rectangular Loading u m 0. N G 149.1 114.2 102.6 160 n m w �- U C N aCYG 1740 1522 1443 In 7lapfiHang Loading o m a c N 7 A 170.0 170.0 170.0 0 m w e2 a U C Qom` 521 684 756 Rectangular Loading z h flC1. m e Uri as U :S a 620 709 747 Trapl-r6ang- Loading m m U c -• 'Cr A 179.0 170.0 170.0 m in m -.• U b V G' a 435 524 563 Rectangular Loading m m U a = N '.� 4 170.0 170.0 170.D m w ¢ r3 a L v a ¢ 744 853 896 Traplrriang. Loading m a U_ , m A 170.9 170.0 170.0 m ur R U •� U Cr d 478 584 631 ca a m U p y N P2 G t70.0 170.0 42in 48in 50.626In 170.0 54in 170.D 797 170A fi1Z 170,0 956 170,0 691 17C.0 1116 170.0 754 170.0 1275 170 0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170,0 861 103A 1353 170.D 861 80.2 1353 170.0 861 r e e 60in 63in 170.0 170.0 885 930 170.0 170.0 17D.0 147.9 125.1 701 745 789 764 6971199.8 170,0 170.0 152A 117-4 1063 11i6 1048 880 790 17C-0 170.0 165.8 126A 106,4 797 850 881 748 676 167.0 150.2 130.6 100.6 65,5 1218 1150 1 D48 880 790 170.0 168.8 146.E 110,8 93-3 878 933 W4 -134 663 146.1 131.4 114.3 68,0 74.8 1218 1150 1048 880 790 170.0 153.0 133.1 100.0 83.5 944 914 85C 722 652 129.9 116-3 101,5 78.2 66.5 1210 1150 t 048 880 790 159.5 141.9 123.4 92.0 76.9 936 898 839 112 643 1'16.9 195-i 91.4 70.4 59-9 1218 1159 1048 880 790 152.4 134.2 116 6 $6.2 71.7 924 885 830 703 635 97.4 87.6 76.2 56.7 49.9 1Z18 1159 1048 889 790 146.1 126-7 109.4 79.2 69,1 913 871 821 693 624 83.5 75.1 65.3 50,3 42.8 12i8 1150 # D48 880- 790 145.1 126.2 1 D8.2 76.5 52.1 913 870 818 688 619 73.1 fi5.7 57.1 4-0.0 37.4 1218 1159 1048 88C 90 146.1 1262 108,2 76.4 913 870 818 688 66 in 72 in 75in 170,0 140.8 119.7 974 880 790 115.5 857 4 79.1 750 85.9 632 69.2 750 77-1 621 61.5 750 79,6 612 55.4 750 85,7 695 46.2 759 59.4 594 39.6 750 56.2 588 34.6 750 55,5 586 78in 110.8 750 90in 96in 72.1 59,4 563 495 74A 61,1 500 443 W%'Z62,9 1 5 51.5 42.4 563 495 54.8 44,8 483 427 45.1 37.1 563 495 48.9 39.9 475 421 40.1 33.D 563 495 44.4 35.1 466 415 35,1N,41E.9931.0 29.724.8 563 495 36.2 29.1 452 400 25.8 21.2 563 495 33.3 26.6 445 394 22.5 18.6 55331.8 495 25.D 442 390108in 41,7 39i 42.5 353 8 29.8 391 31.1 342 26-1 391 27.6 337 23.2 391 24.9 333 20.917.4 391 19.7 321 14.9 391 17.8 315 32.0 370 33.0 330 27.5 370 28 6 325 24.0 37C 25,3 320 21,4 379 22.8 316 19,216.0 37D 18-1 305 111 in 38.4 370 39.2 335 120 In 30.4 $17 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19,0 317 19,9 276 16.9 317 17.9 273 144 in 17.6 220 17.8 203 Anchor Clip Patterns Anchor Edge Distance Embedment 2 Anchors @ 5" MIR, O.C. / (2) 2x5 Angle Clips 1(Fig. 4 Anchors Qo 3.5" Min, O.C. 1(2) 2x5 Angle Clips 1(Fig. 6 Anchors a 2.71" Min, Q.C. 1(2) 2x5 Angie Clips 1 (Fig. FIGURE 1: 0 0 FIGURE 2: • o o Anchor Ca 2,7K Concrete 3.5k Cono. 5ltr n 3116' Elco Ultracon 114" Efoc Ultracan Ultracon 1" 2-VT 1" 1 2-1/2" 3.118" 1-314" 1-3/4" 1-3/4" 1-314,, 2" 350Ibs 3901bs 4501trs 89016s 1700Its 780Ibs 7801bs 790 lbs 1670Ibs 2525Ibs 1120lb5 1120Ibs 950113s 224616 1 2254Ibs FIGURE 3: e • • o qi ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. Table 1!4" lco 5Ultr 3116" Eloc Ultracon 114" Elco Uitraoon e atnrE10 AggreGator on Ultracon 1" 2-112" 2" 3-118" 1-1/4" j P260111J� A54 1-114" 1-114" 1-114' 270lbss 7401bs 374lbs 7201ts 540 €bs mo Ibs NIA 1120 lbs 748 lbs 880 lbs NIA 84011bs N/A 1059lbs NIA 13201bs Filled CMU PT Woori 114" $S Elco #10 Steel 412 Steel AggreGator Screw (G5) Screw (G5) 2" 0.48" 0.54" 2" 1-Va" 1.3l8" his 341Its 4421bs Ibs 682 lbs 885 tbs 10221bs 1 13271hs TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GFNERAL 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 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36- ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. Meta] *12 Steel ,Screw (G5) Caries 560 lbs Ti 20 lbs ANCHOR CAPACITY ADJUSTMENT FORMULA_ (DPn) X ( ANCHOR CAP,,nMTI _ANCHOR CAP.. MULLION CAP.�omrpee 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 30' I / 7 3.250" o U � a r rd% J 2 LL I O cri to Cc F-- Lt! L LI ra:r� vJ I^ U) LLI z Q r U r r N 00 CD m0 U) L.0 , 0Y LL1 `S O L p U Q o Q - a o a z (n m © cr) XO CL o -ts ��fY E5 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 0512612021 By r miami�-Lf,,Yde Product Control 1x((iikfflllt yiCEANs t� 4 No.58705 0 . STATE @fi // 1O AI. A. LYi N1WLER, P.E. FL P.E.# 58705 Hkitt '] tiH Mullion Capacity Table bslfe Opening Width (far vertically spanNng mullions) or Oporling Height (for I o&Z0rltaliyspannirg mullions) 50 in 801n 70 in 1 80 In 90 in 100 in 120 in rin 160 in Rectangular TraplTriang. Rectangular TraplTdang. Rectangular PapiTriang. Rectangular TrapiThang. Rectangular TraplTdang. Rectangular Trapffriang. Rectangular TraplTdang,Mj141 Rectangular Trapf rung. 3 25" �� Lcadlttg Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading DEC, AL BAYI'dULL t4 G 15 itl N ry r Q �+ C Q m U m a m IV_ 9 G m N a s m •� r�� mA s K u «S a. m L G 0 m Ul c a m `C Q s m n m N O,' (CI PI sa, ,p.iC L '� v [6 N C m Nm 9m F '�.G rlln a Vl o 0 m o = U m N tt5 v Cr n 7 6 m ea O ._ Z lC (il m .. L 7 m m O _ Z' m(* m W r Q r� Z' g l� m -_. C' �L G Z. w W N m e tovVU L & 0 m m t1S 14 G C L N a m o .T- v 0.i Y^Ii a .n 16 G U m a t6 L' G � m N cx, n m w Q CY � m a. f6 G k m m 41� a Anm [o Gm Q 2.^.s Q wU Q rC G Q2 S o Q. p d O C 620 170.0 435 170,0 744 174-0 478 170.D 808 170.0 5D6 170.0 992 170.9 S19 170-D 1115 1-10.0 $21 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 42 in 170-0 48 in 170.0 708 170,0 524 170.0 B50 170.0 584 170,C 992 170.D 630 170,9 1133 170,0 6131 1X0 1275 170.0 677 179.0 1417 170.0 680 163.7 1837 i70.D 680 140.3 1637 170.0 680 122.6 1037 170.0 68C 50.625in 170.0 747 170.0 563 170.0 898 170.0 631 170,D 1046 170.9 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 756 126,1 1552 170.0 756 114.4 1552 170.0 75S 54in 170.0 797 170.0 612 i70.0 956 170.0 691 170,0 1116 170.0 754 170.0 1275 170.0 $03 170.0 1434 170.0 837 155.2 1455 170.9 856 129.3 1455 170.0 661 110.8 1435 170,0 861 97.0 1455 170.0 861 60in 170.0 885 170.0 701 170.0 1063 170.0 797 17C.0 1240 170.0 878 157.1 1309 170.0 94-4 139.7 1309 170.E 996 125.7 1309 163.5 994 104.6 1309 157.1 982 B9.8 1309 157.1 982 78.6 1309 1b7-1 982 63 in 170,3 930 170.0 745 170,0 1116 170.0 850 162.9 1247 170.0 940 142.5 1247 164.$ 983 126.7 1247 152.8 965 114.0 1247 144,3 952 95.0 1247 136.2 936 81.4 1247 135.7 935 71.3 1247 135.7 935 r 66 in 170,0 974 170.D 789 173.0 1169 170-0 903 148,4 1190 163-7 965 129.9 1193 147,9 945 115.4 1199 136.5 928 103,9 1190 128.4 914 86,6 1190 1%_5 696 -14.2 1190 118-1 693 64.9 1190 11&1 893 72in 761n 161.5 137.4 10#0 9M 169.8 143.E 877 792 134.7 114.5 i010 906 144.6 122.0 859 775 115.4 96.1 1013 906 127.2 107.1 842 761 101,0 85.9 1010 9U6 1143 96.2 828 749 89.8 76,3 #010 946 105.6 88.2 617 738 63.8 68.7 1010 906 98.9 82.3 B07 729 67.3 57.3 1010 906 90.8 74.7 795 716 57.7 49.1 1010 906 87.8 71.2 79C 710 50.5 42.9 1010 906 87.7 79.6 789 708 78in 127.1 861 132.5 754 105.9 861 112.5 738 90.8 861 98.8 725 79.4 861 88.5 713 70.6 86i 81.0 793 63,6 861 75,4 894 861 68.1 681 45.4 85i 64.5 S75 38.7 861 63 7 672 96in $2 7 646 85.4 574 58.9 646 72.1 564 59.1 646 62-9 554 51.7 646 56-1 545 46.0 646 5o.9 537 4t.4 646 47.0 530 r 646 41.5 519 29.5 64S 38.2 511 25.9 S46 36,5 507 96 in 682 568 70.1 508 56.8 568 59.1 499 48.7 568 51.4 491 42.6 568 45.8 483 37.9 568 41.4 476 34.1 568 38.1 470 568 33.4 459 24,3 5S6 30,5 452 21.3 568 28.7 447 108fn 47.9 449 48.9 405 39.9 449 41.2 399 34.2 449 353 393 29.9 449 31.7 357 26.6 449 28-6 382 23.9 449 26A 377 449 22.7 368 VA 449 20.4 361 15.0 449 18.9 356 M in 44,1 425 45.0 385 36.8 425 37.9 379 3i.5 425 32,8 373 27.6 42S 29.1 357 24.5 425 28 2 362 22.1 425 24,0 358 18A 425 20.7 350 15.6 425 18.6 343 1201n 34.9 364 35.5 331 29.t 364 29.8 326 24.9 364 25.6 321 21.8 364 22,8 317 19A 364 20.5 313 17.5 364 18.7 309 144 in 20.2 253 20.4 233 16.3 253 17.1 230 I Ai5Lt= -100 Anchor Ca act Talala Lbs Substrate: 2.7k Concrete 3.5k Conc. Hollow CM Filled CMU PT Wood Metal 5116" Elan 1/4" SS Elco 5116" Elce 114 55 Elca #10 Steel #12 Steel #12 Steel Patterns Anchor Type: 3116' E100 Ultracon 114" Elce Ultracon Ultracon 3I16" Elao ultracon 114" E[oo Macon AggieGator 11lt aoot� AggreGator Screw (GS) Sererr (G6) Screw (G5} Anchor Chia 1" 2-1E2" 1" 2.112° 2" 3-118" 2" 0.48" O.S4" 0.324" Edge Distance (in): 1" 2-112" 1" 2-1l2" 3-118" Embedment (in): 1-3/4" 1-314" 1-3f4" 1-314" T 1-V4" 1-114" 1-1/4" 1-V4" 1-114" 1-114" 2" 1-318" 1-318" pries 2 Anchors @ 5" Min. o.G ! [2} 2x5 Angle Claps 1 (Fig. 1 j 390 Ibs 390 Ibs 450 Ids 890 lbs 1700 lbs 270 Is 28C lbs 354 lbs 7401bs 374 lbs 72 lbs 946 Ibs 341 lbs 442 lbs 569 Ibs 4 Anchors @ 3.5" Min. C.C.1 (2) 2x5 Angie Clips f (Fig. 2j 1 780 lbs 1 780 lbs 790 lbs 1570 lbs 7525 lbs 540 Ihs 560 lbs NIA 1120 lbs 748 lbs 850 lbs 1892 [bs 682 Ibs 885 lbs 1120 lbs 6 Anchors @ 2.71" Min. O.G.1 (2) 2x5 ARgte Clips ! (Fig. 3y.j 1120 tbs 1 1120 lbs 958 Ibs 2246 lbs 2264 [bs NIA 840 lips NIA 1059 lbs NIA 1320 Ibs NIA 1 1022 Ibs 1327 Ihs 1680 Ibs FIGURE 1: • FIGURE 2: • r FIGURE 3: r r • • • o ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS, TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL 13E PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST -125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 SS, OR 410 S.S- ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPREj X ANCHOR CAP.FROM:A9LE� =ANCHOR CAP, tMUCLION CAP..--. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL. PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE AN CH OR CAPACITY TABLE, 125" W Z U) z _j _C _-I i _j Q z m a H Ill U) W W 0� Of W l' 0 er <t LULTU CD (") to � L1J z Q m m L) O Uh �1} >0 U ff Z PRODUCT REVISED as complying with the Florida Building Code NOA-No" 17-0630.01 Expiration Date 0512612021 By aril/ i !\L0, 58705 Q T E F /� e FL P.E.# 58705 1.000" -` 125" 2.000" 126" 1" X 2° X .125" MULLION 6063-T6 ALUM. X-SECTEON -� 1.0a0" �» 125" 2.000" 375" j 1" X 2" X .375" MULLION 6063-T6 ALUM. X-SECTION 25" 2.750" E.37.15" 1" X 2.75" X .375° MULLION 6063-T6 ALUM. X-SECTION �.126" i STANDARD CLIP 2.000" 6063--T6 ALUM. X-SECTION 2.125" U-CLIP 6063-T6 ALUM. .125" X-SECTION -740" h-- 5.500" CUT HERETO .375" .375„ 3,125" �# CREATE F-CLIP, SEE N. MEN DETAIL F,SHEET 4 r- - - - - - - i r--------- j L_ _- I L - - - - - - - - L - STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIFW WITHIN THE DASHED BOUNDARY, SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE, MAXIMUM ANCHOR HOLE DIAMETER_ ANCHOR DIAMETER+ V16". 5.500" -� .375" .375„ MIN. MIN. I � I I I I I � I I I I I I I I I I C OFFSET CLIP 125" 6063-T6 ALUM. I TOPVIEW -740"-1 1 .33E3"MIN. U-CLIP 6063-T5 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE- MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116 TART G R 1" X 2.75" X .650" MULLION 6063-T6 ALUM, X-SECTION --1 �-"--.125" 2.000" 3.125" 125" loan 1" X 3.123' X .5" MULLION 6063-T6 ALUM. X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION 5. 125" .375" MIN. --------------------- --------------------- CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY, SEE SHEETS 5-18 FOR THE ANCHOR Q.G. DISTANCE. MAXMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 11le' {-- 1.250" ---1 -125" 3.188" .265° I 1,25" X 3A88" X .265" MULLION 6063-T6 ALU M. X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM, TOPVIEW MINI Dimension (sheet#) PGT Part# Mullion Std. Clip Offset Clip U-Clip Angie Clip 1" X 2" X. 125" (5) 66605 666113M 6661118M 666243M 666511 M 1" X 2" X .375" (6) 666006 665114M 6661119M 666244M 666512M 1" X 2.75" X .375" (7) 66607 666115M 6661120M 666245M 666513M V X 2.75" X .650" (8) 66608 666116M 6661121 M 666246M 666514M 1" X 3.125" X .500" (9) 66637M 6661116M 6661114M 666242M 666515M 1.25" X 3.188" X .265" (12) 66641M 6661117M 6661113M 666241 M 666516M 1,26"X2,11" X, 125" (18) 69370 N/A N1A NIA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, 2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR Q.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TAR) F A -1,266"-1 l - .125" 2.116" .125" 90 7, YT 1-26" X 2.11" X .125" MULLION 6063-TB ALUM. X-SECTION Dimension Value (in) For Mullion; A 1.625 V X 2" 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" X 2.7&"' X 375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 1"X2.75"X .850" Aluminum Tube Mullion B 3.000 C 0.476 p 0.836 A 2.000 1" X 3,125" X 500" Alum Tube Mull B 2.637 C 0.863 D 1.137 A 2.625 1-25" X 3.188" X .265" Alum Tube Mull B 3.262 C 0,862 D 1,762 A 1,813 1.26"X2.11"X .121" Alum Tube Mull W � p Iz J ZD co C=7 UJ Z c O 7 Z z w a OT F- -1 Q I z Z O Q d Z Z Z r- N UJ O O J Q Z CL o IL 00 .a PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 BY Miami- a Product Control m m N LL 0 t� LL F- LU LU 0 U) 1- U) W Z Q rn U) O `\`\\\1,111,fr>>I//CEN NOT 58705 0 . sE T A.�Qpl FL P. 58705 1.000" �- ---1 1.000" h--- 4.000' 26' .1 .125' 1" X 4" X .125" f MULLION 6063-T6 ALUM. X-SECTION 1"X4"X.375" MULLION 6063-TB ALUM. X-SECTION 1.25" X 3.25" X .100" 1.25" X 3.25" X .624" MIJLLiON MULLION 6005-T5 ALUM. 6005-T5 ALUM. X-SECTION X-SECTION 1'X4"X_375" "T"-MULLION 6063 76 ALUM. X-SECTION H•- 1,25" X 3.94" X ,624" MULLION 6005-TB ALUM. X-SECTION Do" f { I .125" STANDARD CLEF 2.000" 6063-T6 ALUM. X-SECTION �.125" .740" -j-� .125" 1 2.125" U-C LIP I 6063-T6 ALUM X-SECTION 12511 5, 5001, CUT HERE TO _ 375„ .375" 3.125"-------� _CREATE F-CLIP, SEE MIN I I DETAIL F, SHEET 4 3.469" 2.661" / .125" .375" 125" 1.877" MIN. 1.377' I I _ i 1 .1251f .125" 451 2• 30' I 3,250"45- BAY MULLION I 3.250" 30' BAY MULLION 6063-T6 ALUM. 6063-T6 ALUM. ! X-SECTION X-SECTION I .228" - ,581"� .226" I I I I I I I I I I I I - -4 I I I I I I I I I I I I I I L--_..__--J I L- STANDARi7 CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 10-17 FOR THE ANCHOR Q.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116 NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOW NG 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, 125" 1 I I I I I I ! I I 1 I l I H I I 1 I t I I t t, OFFSET CLIP 6063-T6 ALUM. TOPVIEW 375" T- F 2,000" 2X5 ANGLE CLIP 6063-T6 ALUM. X SECTION 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" U-CLIP 6063-T6 ALUM. TOPVIEW TABLE C CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". Dimension Value (in) For Mullion: F 3.687 1" X4" X 0125" Aluminum Tube Mullion G 1.000 H 2.680 1 3.000 F 3.187 ill X4'X .375" Aluminum Tube & "T G 0.757 H 2.430 1 3.000 F 2.250 1.25" X 3,25" X .100" Aluminum Tube Mullion G 0.750 H 1,500 I 3,250 TAPHPF) 5.000" 126' r----------------------I t I I i f t f f { f ( I [ I � l I I I I I I I I I TABLE C. CONT. �h zW a O O � U U) o N h W �' z LLJ �D E0 U)j Z ce) LLI 5' F- MI 0 .376' MIN. I d E] n m u o" O �Z Y E` F- Z �} Q14 r d D Z Z co c_D Z cn o LLLI O J U) rn -----------J U d 3� 3: Dimension Value (ln) For Mullion: F 1,938 115" X 3.25" X.624" Aluminum Tube Mullion G 0,500 H 1,438 1 3.250 F 2.625 1.25" X 3.94" X .624" Aluminum Tube Mullion G 1.125 H 1.500 1 3.250 F 2,813 13V Bav Mull F 2.875 45• Bay Mull d 2 Q 2X5 ANGLE CLIP m U) 6063T6ALUM. �w m� TOPVIEW PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 a By Miami Dade roduct Control w rn uJ of U) t-- D J J v � us '1`�1111f1l11 Mull Dimension (sheet #) PGT Part# 1Vlullion 5td. Clip Difsat Clip U-Clip Angle Clip 1" X 4" X. 125" (10) 69364 66611 i M 6661122M 666241 M 666518M 1" X 4" X .375" (11) 66610 666112M 6661123M 666242M 666519M i" X 4' X .375" "T' (I 1) 66653 666112M 6061123M 668242M 666519M 1,25" X3,25" X.100" (13) 20160120312 6661127M 6661124M 6662410M 6665115M 1.25" X3,25" X.624" (14) 20161/20316 6661128M 6661125M 6662411M 6665116M 1.26" X 3.94" X .624" (15) 20162 6661117M 6661126M 666241 M 666517 M 30 Degree (19) 66649 NIA NIA NIA 6665110M 45 Degree (20) 66650 NIA I NIA N/A 6665111M No. 587()s Y y F - / • rI 1 O-� . ST TE O t` � A/i�� �' '�CORIpP '• f � � o A. LYNN MLLER, P.E. 0 FL P.E.# 58705 TAQ1 r- F: Mull Dimension PGT Pert# (sheet #) Mullion Std. Clip U-Clip Angle Clip �- .125" -j - .125" 2" X 4" X. 25" (16) 66602 666261 M 666271 M 6665112M 2" X 6" K ,25" (17) 66604 666262M 666272M 6665113M STANDARD CLIP j u-CLIP 6063-T6ALUM. 6063-T6 ALUM 2=0" X-SECTION 2.125" X-SECTION [/z NOTES: 125" 125" 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. � 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE 1 1.430"- HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5 500„ .250" �-2.000" - J 4.000" 2" X 4" X .25' MULLION 6063-T6 ALUM. X-SECTION 6.000" 2"X6"X.25" MULLION 6063-T6 ALUM X-SECTION GUT HERETO 3,50" = j CREATE F-CLJP, S7�" .375" I SEE DETAIL F, MIN. ( r SHEET4 MIN. I I I I I I I I I I - - - - I- 3.438" I I I I I I { I 1 I { I I I i L- - - - - - - - - - - - - II - - - - - L— STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY_ SEE TOPVIEW SHEETS 16-17 FDRTHE ANCHOR O.C_ DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 1116", CUT HERE TO 3.500"CREATEF-CLIP, S75„ SEE DETAIL'`, MIN. SHEET MN. - - - - - - - - --- I- --- __--- I f I I I I I I E � I I I I i I I I E � E I I I i I E 1 _ 4.688" _II i II E I 6.438" I I I I � I � I I I I I 3 I I I I II f L-_..---.- - - - ------ F-.._. ...... ..... _.._--J L STANDARD CLIP 6063-T6 ALUM. TOP VIEW � 375" I I + 3.438" I I U-CLIP, 6063-T6 ALUM. SED FOR 2" X 4' MULLION, SHEET' TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. _ DISTANCE_ MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". .375' rm1� I U-CLIP 6C63-T6 ALUM. USED FOR 2" X 5" MULLION SHEET 17 TOPVIEW I� • 125" 2.ao0° 3.438" 5 N 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION 125" 5.000" 375" MIN. L--- --------1 I � I I I I I I I - i I - - _ I I i I I ] I I I I I L---------------� Il,Till►i 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST UE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY, SEE TOPVIEVV SHEETS 16-17 FCR THE ANCHOR O.C. DISTANCE- MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1116". 5.000" 2X5 ANGLE CLIP 6063-T6 ALU M. TOPVIEW 375" MIN. .375„ MIN. o v 0 nN� m F- W 7 z O W w _, U 0 LU IY D] z Q co LLI -a H 0 0 U) z z W _ ut O x � _j a n r ��z U) Q z U I— a 4 © z z N cc) r s U) Q m co �6 o ti z U3 ❑ Q Q z O O } O �� U) PRODUCT REVISED aS complying with the Florida Building Code N OA-No. 17-0630. 01 Expiration Da#e 5/26/2021 By Miami- de Product Control k � Z No. 5a705 CETEO4& �,�`�,••••'��a�l►DI� ...-'ate': A. LYI4ifLLR, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION MUL LEII NO ANGHOR$ IN HEAD 2„ .LION IGTH I `-SEE FENESTRATION PRODUCT'S APPROVAL 171 SEE DETAILS, SHEETS 2.3 SEE DETAILS, SHEETS 2-3 NO ANCHORS IN WINDCW SILL 32" 32" �I _MULL WIDTH _ ...... nDF&IMf_ SAIfr)TN EXAMPLE 2: MULTIPLE MULLIONS MULLION LENGTH OPENING HEIGHT FOR HORIZ. SEE DETAILS, MULL WIDTH - SHEETS 2 3 SEE SEE 32" FENESTRATION DETAILS, PRODUCT'S SHEETS APPROVAL 2-4 �- -� r r I I L- -J L SEE SEEDETAILS, f�7DETAL E, SHEETS 2-4 SHEET 3 THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-60.0 PSF- 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION ES SUITABLE,THF- MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1" =65". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +600-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE - FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +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 46 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) ##12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72-7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF; (60 PSF) X ( 636 LBS ) = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8", THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0I-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+V=105" AND THE OPENING WIDTH IS 36"+36"+1" =73". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1"X 2,75" X .375" MULLION (LENGTH = 1013", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1--15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +1-64-7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74", NOT 73" AS PREVIOUSLY ASSUMED, VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35-112"+35-112"+2"=73"). 1 -1 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED j CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112" GIVES AN ANCHOR CAPACITY OF 105C LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDA (TRIANGULAR LOADING MAY BE USED, FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT = 120") HAS A DESIGN PRESSURE OF +1-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN TH15 EXAMPLE, ASSUME THE CMU JAMBS ARE 8" SHEETS WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE- USING THE 2X5 ANGLE CLIPS WITH 2-3 (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED f l ANCHOR CAPACITY OF 521 LBS. 38", HORIz, 3e", HORIz. 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR TFIE U-CLiP SHOWS THE ANCHOR TMULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS-THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A 912 STEEL SCREW, FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY, FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. o_ cV �n N U LU I - GO LEI o a �— o cf) ce) LU z Q z ? CD M d z00 CAS r ~ Ulm nQmo G7 LULIj Y Y 0- Q W o 0 Ul ch 0O mo PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 Lfj 7 By w Miami- de Product Control CO LLI lY F- T- 0 t� tJ z co ti;4111111 , w i 0 wt,1 n rR' O4JGEN15F !�� i I- 1� No- 58705 4 y • " , Q ` S�TATTE O ^Cf XN o A. LY�Vf�lMIILLK P.E. 0 FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: SH/DH SHIDH 3 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGE[) DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 4 I I I I I I EXAMPLES OF TRAPEZOIDALlTRIANGULAR LOADING: PW i SGD LOADING OF VERTICAL i MULLION PW i HINGED DOOR 001 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION PW PW -OAOING OF HORIZONTAL MULLION w yh rn 9 9C N O h b #k 2 cis F- LL �z o U LL LO CV o U z - c Lid cnCV m Y W W_ _ LU O W (D LU 0 ° f— m o � U) � z Z m 2 z LOADING OF VERTICAL MULLION w to S >O cA Q _j z z Q Q rn " < x 00 to 0 in n p Uj z tSHIDH X C) d 0 } a. o a z m Q U) '°O U F ❑ m 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-0630.01 Expiration Date 05/26/2021 LOADING OF HORIZONTAL BY MULLION Miarfri-Dade Product Control NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT �1101 ��( �Nl��/�i BE DETERMINED, USE RECTANGULAR LOADING.SF 3) SEE PRODUCTS' APPROVAL FOR No, 58705 ACTUAL ANCHOR LOCATIONS. -y - T �o' STATTi /(:)NAL. A.'LY•!+}htliY IIOLL'�, P.E. FL P.E.## 58705