The URL can be used to link to this page

Home My WebLink AboutMullions PA M IAM I•DADE MLAMI-DARE 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 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianudade.eov/eeonomv 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 DadeCounty 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 E4i1�1 MIA u"Ll COUNTY ( Expiration Date: May 26,2021 MigM1 "� (�2 Approval Date: November 09,2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 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 51h Edition (2014) and with FBC 6E1 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. Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E- 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5t° Edition (2014) and FBC-6" Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M.Plasencia,P.E. P duct 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 GENERAL NOTES: m m NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE ® ova MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN, EACH SITUATION IS UNIQUE AND SHOULD BE 0 0 EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES........................... 1 La MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS.................... 7 � FIGURE 1: ELEVATIONS.... 7 k' a F . ... .. MULTIPLE OPENING WIDTH FOR VERTICAL TO 2X WOOD........cAL MULL— ARCHES TO BE 2}THE TYPE AND NUMBER Of ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS .. .... ....2 n i MULLIONS S INSCRIBED INSIDE HAVE BEEN TESTED M "FREE-FLOATING"AND DO NOT NEED 70 BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL MULL TO 1X&MASONRY.._..........2 0 SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP. INSTALLATION NOTES......_......_...2 u A-D,G,H; SHAPE MULL TO MASONRY D..............._3 l0 SHEETS 2-4 MULL TO STEEL STUD......_.._...,...3 � _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 C) DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180.THE 1/3 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS_........._........4 w (O hP IN THIS ANCHOR EVALUATION-THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. Ui BAY MULL INSTALLATION.... a �, z UJ IX2X.125 MULL SPECS....... 5 W 0 1 X 2 X.375 MULL SPECS...._.........6 (q � 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE W INSTRUCTIONS- J I X 2.76 X.375 MULL SPECS 1 X 2.75 X.65 MULL SPECS.......,....a F o 1 1 X 3.185 X.500 MULL SPECS........9 = Z SEE DETAILS I/ 1 F A THRU G; / @ / tp 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X4X.125 MULL SPECS.-....S....11 O LU O o cn _ 1X4X.375 TUBE MULL SPECS....11 m SHEETS z-4 �--- I ATHRU c;Ls ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEEP AND SHEET 24. FOR MULTIPLE UNITS,CONSIDER 1 X 4X.375 "T'MULL SPECS........11 � Q W ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE.LOWEST DESIGN H- C9 I-- - -- SHEETG 2-4 1.25X 3.188 X.265 MULL SPECS...12 < � PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. � LL3 z { f / 125X 3.25 X.100 MULL SPECS.-".. Lj Q VERT. OPENING 1.25 X 3.25 X.624 MULL SPECS.....14 Z � I j z � 2 MULL HEIGHT FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.94 X.624 MULL SPECS.....15 �j Z 0 � u oU LENGTH HORIZONTAL 2X4X.25 MULL SPECS................ 16 W z m r 0 MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 6 X.25 MULL SPECS................17 F J Q 6 �z SEE E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 126 X z.t1 x.125 MULL SPEcs_.. 1a SHEET 3 m Q n 3 25 BAY MULL SPECS 19........, Lll = \ AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'X 3. o H- REACTIONS. 45°X 3.25 BAY MULL SPECS........20 Z z H Q MULLION 8 CLIP DIMENSIONS......27-23 F Q C Z N ` EXAMPLES 1 &2................. .....24 a H z ;; .CO �O FENESTRATION 8)REFERENCE:TEST REPORTS: FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S LOADING EXAMPLES......................25 U) PRODUCTS MAY r D7 Q BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING cw W M MUSTBEMANUFACTURED CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH O z u to ev PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U LU LU Q a 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. > :E ° Z m0 T O O /SEE DETAILS — m A-D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING °--' HORIZONTAL SHEETS 2-4 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. O F o rR o rc MULL PRODUCT REVISED LENGTH HORIZONTAL as complying with the Florida MULL - Building Code LENGTH INSTRUCTIONS: NOA-No. 17.0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT') FOR THE OPENING USING THE ASCE•7 STANDARD. Expiration Date 05/26/2021 2)CHOOSE A MULLION TYPE THAT WILL PIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. - By LEMULLNGTH �OPENiNG WIDTH---{ t-•--HORIz.MULL LENGTH 2) Miami- de Product Control 4` F 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR"OR"TRIANGULAR/TRAPEZOIDAL'. ?' OPENING 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT-)FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE OPENING MULL �/ nOU« MER`, MULLION CAPACITY(LBSIFT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT2)FOR THE OPENING OBTAINED IN HEIGHT LENGTH r LENGTH ) — ! 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE I REPRESENTS THE WIN DLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. SINGLE MULLION SINGLE MULLION —I OPENING WIDTH 6 FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION MULTIPLE ��\FOR VERTICAL MULLL ) ( N`( LYN/y OPENIN WIDTH ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR .`��••"'•• "••�/ %/ FOR VERTICAL MULL CAPACITY IS MET. \�_ LICENSE'•. SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7 IF THE MULLION CAPACITY(LBS/FTI)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBWFT')FOR THE No. 58705 ' FROM FIGURE 7 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS - * '• r- ,� * CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAYBESELECTED FOR THE SAME SUBSTRATE ` ` a2W7 FLORIDA BUILDING CODE(FBC), 5TH EDITION /fj�j( _ •2014 FLORIDA BUILDING CODE(PSC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION oINIE OF ' ,•••C(/�` •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY(LBS/FT-)OBTAINED FOR THE MULLION SYSTEM-THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION i�� •'•.fl 0 RID P•.•' ��'� *ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. - / •" ,�1G��` *AISI 0 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A. N® 3 NAL �AISC60-10 �SS� MILIIIHR E. -10 FL P.E.#58705 w N I � O a S a u- D ETA]L A: DETAIL B: ,—MULLION w= ° MULLION ~' W MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BUCKBTRIP TYP.ANCHOR oz AND PER SUBSTRATE, o OR WOOD FRAMING WOOD BUCK AND MASONRY A ACHMENT SEE SEE TABLES iB-138 LL (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, U) SEE NOTE 1. N SHEET I. m ° 5 L) ! MULLION �! I � in N WWz MIN dSEE SHEETS a 2.7 KSI EDGE d CONCRETE OR CMU DISTANCE, W 21-2 = EITHER THE a I I ! LOCATIONS ° - SEE SEE TABLES Cn STANDARD OR - - 4 ° 1 EDGE DISTANCE 1 B-13B _ OFFSET MULL a ° EDGE o o a I a FOR MASONRY W Q O ~ DISTANCE CLIP MAY BE ! 1 I I FOR WOOD / 1 ! a ANCHORS K M (n INSTALLED BY - d a SCREWS d a ! SIDE VIEW Z LU THIS METHOD, e L,260"MAX FOR d dd a q0 CD ALL MULLIONS - - EITHERTHE Q _ d - a - STANDARD OR Z Z U m = o a a- OFFSET MULL Z �w N -e - d. da CLIP MAY BE w CY 3C) ° a O INSTALLED BY a. �� a � EXTERIOR ° THIS METHOD. H- � �Z 4- EDGE - = Q Z r ° - - d a. DISTANCE eA a a - d FOR z 0Q N MASONRY a k- Q Z a THE OFFSET CUP IS ANCHORS a � ¢R O 20 ' :✓� RECOMMENDED FORDO a r J w o 0 EXTERIOR °,D ° FIN-FRAMED ° e a WINDOWS,BUT MAY � h 1' Y ALSO BE USED FOR - ° QQ , U) W OTHER FRAME TYPES. = U z Q ?� a Oof O } a o Z m o r0 O E TYP.ANCHOR 'm TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 1B-13B NP.ANCHOR PER SUBSTRATE. SEE TABLES IB-1613 PRODUCT REVISED / SEE TABLES 113-1613 EDGEIEND BUCKSTRIP as complying with the Florida rDISTANCE AND Building Code SEE TABLES ATTACHMENT NOA-No. 17.0630.01 _ BUCKS TRIP IB 13B i a BYOTHERS, EMBEDMENT AND EMBEDMENT - SEE NOTE 1, ( Expiration Date 05/26/2021 ATTACHMENT _ SHEET 1. I BY�'J��" -J - BY OTHERS SEE NOTE I, - Miami-Da Product Control SHEET 1. - MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \��.••V10ENS ' ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 4s, ••"•�F 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. _ No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. — �"-� �� of 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �OFt •,•�1(� /'�� 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED SS,®NAL �? �`, ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS. A.LYN'N khILLER, P.E. FL P.E.#58705 m DETAIL E: 'h MULLION TO MULLION ® }M DETAIL C: zs MIN. INTERSECTION NOTES: o a MULLION DIRECTLY ATTACHED TO a MASONRY STRUCTURE MULLION (U-CLIP) 1)MAY BE INSTALLED IN-TEE'OR"CROSS" z �z � ° (STANDARD CLIP SHOWN) NTERSECTIQNS. �y VARIES o w 2)MAY BE INSTALLED HORIZONTALLY LL (SHOWN)OR VERTICALLY. tq C4 I TYP.ANCHOR c^ i 0I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 :: EITHER THE 6 (/) w co STANDARD OR SEE TABLES 18-13B FOR CORRESPONDING MULLION. OFFSET MULL - TOP VIEW MULLION > W CLIP MAY BE EDGE DISTANCE w = INSTALLED BY II FOR MASONRY VARIES�---y w .I THIS METHOD. ANCHORS a 912 STEEL SCREWS, - I ° rEXTERIOR � SELF-DRILLING OR PRE-DRILL F- MULLION AND USE SMS CCD LUOMULLION GF- Z zzEXTERIORa zTHE OFFSET CLIP IS ? ZEDGE DISTANCE ° RECOMMENDED FOR m � mFORMASONRY FIN-FRAMED LINTEftSECTION LLtANCHORSd WINDOWS,BUT MAY U-CLIP A ��ALSO BE USED FORN (qOTHER FRAME TYPES. O Q z TYP.ANCHOR ' d Z Z Z Q N PER SUBSTRATE, d Q a 1-- O m z SO d0 CC) cc SEE TABLES 18-135 SEE SHEETS 21-23 FOR / —' TYP.ANCHOR HOLE LOCATIONS W J h a o PER SUBSTRATE, BUCKSTRIP SEE TABLES 1B-13B FRONT VIEW EDGE u x ® o W --I Q Y AND DISTANCE ATTACHMENT ~ BY OTHERS, SEE TABLES z Q SEE NOTE I, tl 1B-13B K d Z Q O EMBEDMENT SHEET 1. - a _ - L EDGE a E m0 -Q DISTANCE O — 3[ --'�SEETABLES SIDE VIEW O MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU iB-13B FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO as complying with the Florida STEEL STUD Building Code (STANDARD CLIP SHOWN) rtoa-No. 17-0630.01 Expiration Date 05/26/2021 STRUCTURE INSTALLATION NOTES: By TYP.ANCHOR Miami-D a Product Control 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a �PERSUBSTRATE, SEE TABLES 1B-138 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION _�s SEE SHEETS ONLY, 13ECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE LOCATIONSFOLLOWING SHEETS.FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. 3)ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD, 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. EDGE DISTANCE .�`�c�r1Y LYNN 5) FOR MASONRY APPLICATIONS IN MIAMI-DACE COUNTY, USE ONLY MIAMI-DACE COUNTY APPROVED - ELCOULTRACONORELCO1/4"S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN SEETABLES FRONT VIEW 16 GAAND COMPLIANT WITH THE FL BUILDING 1B-136 �\ •' �1cENSF ,/!� i CODE,A 2X WOOD BACKER MUST USED. L2 ATTACHMENT BY OTHERS. NO.$$]DS EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW - ' NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD '�.'; -STATE' I T .4,j ANCHOR VALUES MAY BE USED. (V\ 'i CAS,•' '40RID_P-.••' \R- 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. A!CX FL P.EL. 58705 m h � DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP o-' 1 BAY MULLION INSTALLATION o (F-CLIP) (ANGLE CLIP) (ANGLE CLIP} o r SEE DETAILS A-0, SHEETS 2 AND 3 FOR INSTALLATION 30°OR 45° o TO SPECIFIC SUBSTRATES, BAY MULL LL fLID MULLION N U O 0 U -� w Z LLI O O O O O O O O O = J � TOP VIEW OSIDE VIEW O W o o S SHOWN WITH 1"X4"X,125". TOP VIEW In v o to MULLION C7 co I_U I I F Z C4 0 EXTERIORI TYP.ANCHOR � Q I I PER SUBSTRATE, �Ij 1 SEE TABLES 1513 OR 16B Z U z m = STANDARD MULLION CLIP TYP.ANCHOR j w0 PER SUBSTRATE, MODIFIED TO FIT FIELD EXTERIOR SEE TABLES 10-14B J I fq CONDITIONS. � I I I I � Q z r n 2"X5"ANGLE CLIP, F z Q 2 PER MULLION END,MUST BE z � "� (N MULLION 1 INSTALLED INSIDE OF BAY MULL. Q Z _ I I I 1 Q (r Q m 90 �0 1 I U J o" o U.] Q 0� �� 2"X5"XA2T' I— ANGLE CLIP, F CO I ! 2 PER MULLIONZ END, U MUST INSTALLED Q zQ U U O INSIDE OF MULL. cd z -cb � NLL mN TYP PER SUBSTRATE, \ �' PRODUCT REVISED PER SUBSTRATE, as complying with the Florida Building SEE TABLES 1B-13B Building Code INTO WOOD, NOA-No. 17-0630.01 INTO WOOD,STEEL, STANDARD CLIP TO BE STEEL,ALUM EXTERIOR STEL,ALUM MASONRY Expiration Date 05/26/2021 ALUM,CMU OR MASONRY MODIFIED IN-FIELD. i EXTERIOR O ...--- . > BY EXTERIOR J—YJ� N Miami-D Product Control GE wr ® ® INTO WOOD,STEEL, ® ® ALUM,CMU OR MASONRY H J I � EDGE O Q DISTANCE PER V ANCHOR Z EDGE 11111/ DISTANCE PERANCHOR / O NOTES FOR INSTALLATION OPTION G&K N i NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END- CLIPS MUST BE INSERTED INSIDE OF MULLION. a ��,-'• �1GENSF �`� i 2)DETAIL G SEE TABLES 18-146 FOR ANCHOR QUANT€TIES AND SHEETS 21-23 FOR HOLE C9 NO. 58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR L26"X 2.11"X.125"MULLION. LOCATIONS. 2)SEE TABLES 1 B-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3}DETAIL H:SEE TABLES 156 OR 168 FOR ANCHOR QUANTITIES AND SHEET ZZ FOR HOLE N �Q '•, ,,(f,.2 I '. 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ATE14� x �S '•.'toRIDP, ` S��f�� h/AL � G '. A. L 41(11MIELLA, P.E. O FL P.E.#515705 TABLE1A zh Mullion Capacity Table lbsIR x Opening Width(forverically-spamiromutions)or Opening Height(for horizontaliy-sparning mullions) g„ 0 50 in 60 in 70 in 80 in 90 in 100 in 1201n 140 in 160 in UZ O Rectangular Trep/Tdang. Rectangular Trap/Tdang. Rectangular Tap/Tnang. Rectangular Trap/Tdang. Rectangular Tap/Tdang. Rectangular Tap7Tdang, Rectangular Trap7Tdang. Rectangular Trap/Triang. Rectangular TmprMang. 1 x 2 x.125 _ Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading lbe w ; _" m :m^ Zn• �mrs• .ma m m y oN. ��w a�' .�om. Alum.Tu i Z' ; 2 U „' D a m JS oio a aomnMul N n� a V V u (Jryry u u V Ua u U u u U �_} ua U _ Ua V(y_ V ro U V a OC _N {y_ V L! Uo U ua U Ua VN Ua U a G J L o C L S m L 5 J m V __Z^ S O.Y G= O Z .L J _O\ L � O L ,L L S V 5 L p J _N Y .0 5 V L' Lis O C 6 9 5 U 9 W N U .. J L C Y J a V U S a C C N 2 a y c Q j N U V p U P SV P N P 1] - P N 1 = c cc V F N U P = U " U V U Q v/ L LCI N <c ¢ K c QtY �c ¢ K �-0 ¢ K c ¢� c ¢ K �c QK �c ¢ C �c ¢ c CC Vic. ¢IC S� Qa' n c 4 K gA ¢K Re A Q ir Z c Q g: A QK c ¢` 7 Z N tL tW a Q 42 In 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107,8 321 69.9 408 104.4 319 62,1 408 104.0 319 55.9 408 104.0 319 4fi.6 d08 104.0 319 39.9 408 104.0 319 35,0 408 104.0 319 J . 46.8 312 53 312 . . 312 J 1 , '32 . 5 0 W48 n 74.9 55,625 in 63.9 281 70.5 234 53.2 281 61120237a 5 228 45.6 281 55.7 224 39.9 281 521 222 35.5 281 $0.1 220 31.9 281 49.3 219 26.6 281 493 219 22.8 281 49,3 219 20.0 gal 49.3 219 ~ Lr 'm _ H 54 in 52.6 247 57.5 207 43.9 247 .6 247 44.8 199 32.9 247 41.5 198 29,2 247 39,4 194 25.3 247 38.4 193 21,9 247 38.1 193 18.8 247 38.1 193 16.4 247 38.1 193 m O (pc 60 to 38.4 200 41.2 170 320 200 co LU .4 200 37.6 iS3 24.0 200 28.9 16D 2t3 200 27.1 159 19.2 200 25.9 ]57 }6.0 200 25.0 156 tCJ ¢ Z 63 in 33A 181 35.3 155 27.6 181 .7 181 26.9 149 2D.7 181 24,5 148 184 161 22.8 144 16.6 181 21.7 143z viz6628.8 165 30.6 142 24.0 165 .6 765 23.1 136 18.0 i65 21.0 934 72 in 22.2 139 23.3 120 16.5 139 9 t39 iL5 116 W c Ltd :gO78 in 18.9 125 19,7 109 i67 126 J om` i> °' cZ 78 in 17.5 118 182 .J 104 Z Z � Q TABLE I ANCHOR CAPACITY ADJUSTMENT FORMULA: ✓-' ¢ '-e z tV 1, Anchor Capacity Table Ibs a h Lo ' ;v02 �o ANCHOR CAP.�,,,,,.aE U) Substrate 27k Concrete 3.5k Conc. Hollow CMU Fllled CMU FT Wood Metal (CR X( )=ANCHOR CAP., r w o 0 MULLION CAP.�„oM,,,,E 5/16"Etco 1/4"SS Elco 5/16"Elco IX'SS rice #10 Steel #12 Steel #12 Steel a W - _ Anchor TyAe 3/15"Elco Ultracon 114"Elea Ultracen 3116"Eico Ulhapon 1/4"Etco Ultacon Anchor Clip Patterns ul[racon AggreGatcr urzracon AggreGator 8ec:w(G51 Screw FO5) Screw(c5) USE THIS FORMULA 70 OBTAIN THE"ANCHOR 0 CN (Y!] W Edge distance(a): P' z-v2" 1" 2-12" 3-1/8" r 2-112" T' 2-v2" 2° 211/6" 2" D.46" 6.54" 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN 1- 1- EmbOrnent(in): 1-3/4" - NA' 1-3/4" 1-3/4" 2' 1-114" 1-1/4" i-V4" 14/4" 1-1/4" t-114" 2" 1-3/s" 1-3/8" reties ACTUAL PRESSURE REQUIREMENT FOR THE U X Q O 2 Anchors @ 4.75"Min.O.O./Standard or Ousel Clip(Fig.1): 3901bs 390Ibs 450 Ibs 8901bs 1644 Ibs 270 to 280 lb. 3541be 7401bs 3741bs 664 Its 946 Its 341 Ibs 44216a 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION d o z (q O 4 Anchors®1.15^Min.O.G.f Standartl(pr Ofise1)Clip(Fig.Z}: 4801bs 7001bs N/A NIA N/A N/A 380 ibs N/A NIA N/A N/A N/A 6821bs 8857➢s 1120 f➢s CAPACITY(FROM THE TABLE)OF THE SELECTED 0 m� 4Anchors 3"Min.O.C./(2)2x5 Angle Clips((Fig.3): 7801bs 78010s 60D Ibs 15601➢s 16961bs 5401hs 5601bs N/A 7601bs 74814s BBO Ibs 1892 tbs G821bs 685Ibs 112010s MULLION. IT W3LL YIELD A MINIMUM ANCHOR U ai 2 Anchors Q 0.45"Min.O.C./6Cip,into.125"Alum_(Fig.4): N(A NIA N/A NIA N/A N/A N/A WA WA N/A N/A N/A WA N/A 7151bs CAPACITY WHICH MAY USED 70 QUALIFY P a m 1 Anchor!F-Clip(191 5): 115lbs 195lbs 225lbs 445lbs 82216s 135lbs 1401bs 177lbs 3701bs 18716s 3321hs 4731bs 1701be 2211bs 2a01bs ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2Ancham@i15"twin.O.CIF-Clip FFig.6): 2401trs 3507bs N/A N/A N/A NIA 190 tbs N/A NIA WA N/A N/A ?41 Ills 442[be 5601ps ANCHOR CAPACITY TABLE, as complying with the Florida NOTE: FOR THE OFFSET CLIP,USE THE SAME AN PATTERN AND AN VALUES AS THE STANDARD CLIP. Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miarnr-�Produc4 Control -_ 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, -- 1.000" �-- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ® ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2.000" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I 1 I t I! ANGLE CLIP MUST BE USED IN PAIRS. I .125" 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT-FILLED JI_ �\��'`N vV`� ,. •. •LY/VV CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r C1�•.•' UGENSF', FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" I �:• '.F`�n THICK. STEEL STUDS TO SEA MINIMUM GRADE METAL SHA THICK(N GAUGE),STRUCTURAL STEEL TO BEAT 1"X 2"X.1z5"MULLION No. 58705 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND = : '-y T�•= O ® ® THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.DR 410 S,S, '-0 -(,' � �0 STATE F{ l0MAL A. L�t1P11N1lLL��, P.E. FL P.E,#58705 TABLE 2A � m Mullion Capacity Table Ibsltt2 0� o >M b = Opening Width(for vertically-spanning mullions)or Opening Height(for honzontally-spanning mullions) o� $ 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 In = v a Rectangular Tra Tnang. Rectangular Tm O Fy g p'Tnang. Rectangular TraaTnang. Rectangular Trap/Tnang. Rectangular Traprfnang. Rectangular Trap?dang. Rectangular Trapp-hang. Rectangular Trap/Triang. Rectangular TraplRiang, t x 2 x.376 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading) Loading Loading Loading Loading Loading o i A. U Alum.Tube F r ;� F �. .z• y x r r a p a A a a a a a a ya_ a r �• r r x• z• a• a �• Mullion n n cn c �a o.c m �a gym°- nG rob°.n y g� A �� n n ;z .� n 1O ss� n $.a a as U7 LL 0 0a 0 � � _ ua 0 uti 3G � � � _ a o 0a o O ` O 0a o o [ G 0a u oa u" Ga 0 a9 0 utell a 0 uo 0 0a 0 � � N L 3 L L S O L '. � 5#; L _ L O L '� O- L ? _ L '� _^ L G 5 L C^ G C L O L 9 C L � O L) v -• o- - u c ._ o o- - U '� _ s •- & = o o v = o}Al u v o Q' o o- _ a o o ._ o o o O � ¢ ¢rc � a= ¢ � � a= � � � a=� � � � � '� _ �� d _ S � � s d = B = .8 = '�' _ � Cn cop F- � rc � �, as �:. a` rc ¢ � � � ¢ ¢`re � -. arc � � arc are ILj Z IW 42 in 170.0 620 170.0 435 151.3 662 170.0 478 129.7 662 170.0 606 113.5 662 169.5 518 1009 662 168.9 SIT 90.8 662 163S 517 75.7 662 168.9f 662 168.9 5t7 56.7 6fi2 168.9 5f7 W 0 N J 48 in 121.fi 507 136.0 419 101.4 507 119.2 410 86.9 507 108.7 403 76.0 507 1026 399 67.6 507 99,6 397 60.8 507 99.0 396 50.7 507 99.0 507 99.0 396 38.0 507 990 396 W j 50.625 in 103.7 456 N46 379 86.9 456 99.9 371 74.1 456 90.5 364 64.8 456 84.6 360 57.6 456 '8Y.3 367 Ste 456 800 356 43.2 456 80.0 456 80,0 356 32,4 456 80,0 356 541n 85.4 400 93.3 336 712 400 80.9 328 6t0 400 72.7 322 53.4 400 67.3 316 47.5 400 64.0 3f5 42.7 400 62.3 314 35.6 400 61.8 4D0 61.8 313 26.7 400 61.8 313 CO W O o Co O v 60 in 62.3 324 66.9 276 51.9 324 5T 5 270 44.5 324 51.2 264 38.9 324 46.9 260 34.6 324 43.9 257 31.1 324 42.0 255 26.0 $24 40.5 324 40.5 253 19.5 324 40.5 253 ch W Q ~ O � J 63 in 53.8 294 57.4 252 44.8 294 49.2 246 38.4 294 43.6 241 33.6 294 39.8 237 29,3 29q 37.1 234 26.9 294 35.2 232 224 294 33.5 94 33.4 230 16.8 294 33,4 230 Z 66 in 46.8 258 49.6 230 39.0 266 424 225 33.4 268 37.5 221 29.2 258 34.1 218 28.0 268 31.6 215 23.4 268 2R8 212 19S 268 28.0 68 27.7 209 14.6 268 2T7 209 Z V3 = m = 72 in 36.0 225 37.9 196 3pD 225 32.2 191 25.7 225 28.4 168 22.5 225 25.6 185 20.0 225 23.5 162 18.0 225 22.1 180 15.0 225 20.3 177 12.9 225 19.6 176 11.3 225 19,6 176 n Z U = o0 w Yc W,3 C) 76 in 30.6 202 -320 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 ITT 202 10.7 165 15,3 202 18.4 163 128 202 18.7 160 10.9 202 1S9 158 9.6 202 15,8 158 � J moo` U �Z 78 in 28.3 192 29.6 166 23.5 192 25,1 165 20.2 192 22.D 162 17.] 192 19J 159 15.7 192 18.t 157 14.2 192 IRS 155 11.8 192 15.2 152 10A 192 144 150 8.9 192 14.2 150 j Q J J 90 in 18.6 144 19.0 128 15.4 144 16.7 726 OZ I-- � Q N � 961n 162 127 15.6 113 H Q Q0 z hi TABLE 28 ~ OD CAPACITY ADJUSTMENT FORMULA: 1. py MW 0000 Anchor Ca ac- Table Ibs ANCHOR CAP. W - - Substrate: 27k Concrete 3.5k Conc, Ha flaw CMU Filled CMU PT Wood Metal (DF_)X1 -t=ANCHOR CAP.p�, �' x Y Y t 5/18"Elca 114"SS Eloo 5116"Doc, Ill Elce #10 Steel #12 Steel #12 Steel \MULLION CAP,F"",,,AELE/ © I r N Anchor Type: 3fi6"Elco Uilrecon 1I4"Eico Wiracon 3/16"Elco Ultracon 1/4"Elco Ult2con Anchor Clip Patterns URracon AgBroGafor UI1r4con AggreGaror Screw(G5) screw{G5) screw(e5) USE THIS FORMULA TO OBTAIN THE"ANCHOR x U X ¢ p Edge Distance In)- 1" 2-1/2" r 2-1/T 3-1t8" r' 2-1Z 1" 2-1/z" 2" 3-1/8" 2" 0.48" 0.54' 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN der Z O Embedment and 1-314" i-374" 1-3/4" 1-314" 2" 1-114" 1-1,14" 1-174" 1-1/4" 1-1/4" 14/4" 2" i-3/8" 1-378" +xries ACTUAL PRESSURE REQUIREMENT FOR THE d a m0 rQ 2 Anchors(od 4.75"Min.O.C./Standard or Onset Clip(Fig.1t 39011 3901bs 450 lb s -ago Ina 164416s 2701hs 280 ou 354 rbs 74p lbs 3741bs 6641bs 9461bs 341 Ills 4421bs 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION O - 4 Anchors @ 1.15"Min-O.C. IStancord(or Offset)Clip{Fig.2y 48D 11 70D Ibs N/A N/A NIA N/A 3801bs N/A N/A N/A N!A WA 6821bs E442b�� 1120 Ica CAPACITY(FROM THE TABLE)OF THE SELECTED U � 0 in A� 1� 4 Anchors @3"Min.O.C./(2)2X5 Angle C;ips/(Fi9.3)- 7801ps 78D Ibs 6801bs 15601bs 189616s 540Ibs 5601bs N/A 7601ba 7481be BB01bs 18921bs 68216s 112016s MULLION, IT WILL YIELDAMINIMUM ANCHOR PRODUCT REVISED _ 2 Anci'wrs g D.45^Mfg D.C./U-Clip,into.125"Alum,(Fig.4y N/A WA WA NIA N/A N/A N/A NIA N!A N/A N!A N/A N/A 7151bs CAPACITY WHICH MAYBE USED Tp QUALIFY a5 Complying with the Florida i Anchor/FClip(Fig.5): 195 Its 1951bs 22516s 445 lbs 822 Ibs 7357bs 1401bs 1771bs 3701bs 1fl7 Ibs 3321bs 473 Ibs 1701bs 280Ibs ADDITIONAL ANCHOR OPTIONS FROM THE Building Code - 2Anahors@t.15"Min.D.C,/F-Clip{Fig.ej 240 IFS-- 350 Ibs N/q -N/A N/A N/A 1901hs N/A NIA N/A WA N/A 341 Ibs 58016s ANCHOR CAPACITY TABLE. NOA-No, 17-0680.01 NOTE;FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Date 05/26/2021 By Miami- ad roduct Control FIGURE 1: FIGURE 2: TABLE NOTES: ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, r, ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE. FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.0001, \ LY 7 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �N•-""-•N qa ANGLE CLIP MUST BE USED IN PAIRS. •• (� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED L .375" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED = No. 58705 - FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO A MINK GRADE 33 AND. THICK GAUGE),STRUCTURAL STEEL TO BEAT 1"X 2"X.375"MULLION -� -• t 4 LEAST.125"THICK AND A36.BEAM 6.ALL ANCHORS SHALL INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1 ® ® ® THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR 410 S,S. %�® ••' STAT'c F ' (411 -- A. LYNN MILLER, P-E. FL P.E.#58705 TABLE 3A m Mullion Capacity Table(ibs/Il'1) ® � x >n e = Opening Width(for vertfcal(y-spanning mWlierts)or Opening Height(for horizontally-spanning muttions) 04 1 0 50 in 60 in 70 in 80 in 90 In 100 in 120 in 140 in 160 in = LL �`z o t%2.75X Rectangular hap/Tdang. Rectangular Trep/Wang. Rectangular Trap/Triang. Rectangular TraplTriang, r_RR��Lc�l � Rectangular Trap/Tdang. Rectangular TraplTdang. Rectangular TraplTriang. Rectangular Trap/Trang. �Loading Loading Loading Loading Loadeng Loafing Loading Loadingading Loading Loading Loading Wading Loading Loading Loading Loading Loading o c.375 Alum.Tube T U 3 1. -. V .. 6 .. 'o '- ^- V n N � ¢ m q N w b m N m d N m Nss q N6C d 6� 6 nd n nL n 0.d 6 n nG 6 LLd .� 6 [1G n 6d n Q Ln Mullion n' n= °' m e °-� m n aa �' mew - e m m e m m m fi. m e w m m m o t3o " _(y C (V ry aU O L c _C m O 4: C t O F L a -C C m 'JS o C L L J N .0 C O O i C N L N b G Q(may 15 NC N N d_ d O'E' L - tLi '3 m .� C L C L C5 U �C L > n w 3 a V v S a c p �+ c S c a 3 c v S c = o va 3 w a m _ m V c V V - m c v 'v (n m I� v W�- ¢� = a` rc :fie a¢ �o as �:° arc g@ az �a as" �@ ¢ ¢rr � a ¢` ¢ �� a` rc �a ¢rc �'� ¢` rc ¢ � � c ¢` Ie ��. ¢`¢ me ¢ � sa ¢¢ � Z in o! W 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 1700 506 170.0 992 170.0 519 170.0 1116 170,0 521 170,0 1240 170,0 521 740.7 1301 1700 521 127.5 1301 170.0 521 1115 1301 f70.0 521 N J 48 in 170.0 708 17D.0 524 776.0 850 170.0 584 170.0 992 170.0 630 170.0 9133 179.0 661 151.8 1139 170.0 677 136.6 1139 170.0 680 713.9 9139 170.9 fi80 97.6 1139 170.0 680 85.4 1139 170.0 680 K 1n 50,6251n 170.0 747 170.0 563 170.0 896 170.0 631 167,8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032r141 756 97.9 1032 170.0 756 83.9 1032 170.0 756 73.4 1032 170.0 756 F �G Lr m = LU H 84 in 170.0 797 170.0 672 161.3 907 170A 691 738.2 907 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96.8 907 710 806 907 140.0 709 59.1 907 1400 709 60.5 907 140.0 709 O m M U 60 In 141.1 735 15L5 625 117.6 735 130.3 $11 100.8 735 116.0 599 88.2 735 106.2 590 78,4 735 99.5 583 70.5 735 578 58,8 735 91.8 574 50A 735 91.8 574 44.1 735 91.8 574 CU 0 63 in 121.9 US 130.0 570 101.6 666 111.5 557 87,0 656 W9 547 76.2 666 901 538 67,7 666 83.9 53t 60.9 666 79.8 526 50.8 666 75.8 621 43.5 666 75.6 521 38.1 666 75,6 521 a z fi ti U Q pl 66 in loan 607 112.4 522 88.3 6(7 06.1 511 75.7 607 85.0 501 662 607 77.1 493 [23 607 71.5 486 53,0 607 67.6 481 44,2 6UT 63.4 476 37.9 607 62.7 474 33.1 607 62.7 474 ? z W z6 m = _ 4 � U J 72 in 81.6 610 85.8 443 68.0 510 73.0 434 58.3 510 64.3 426 11.0 510 57.9 410 510 53.3 413 40.8 510 50.0 408 34A 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 W (n . x V-m 3 s0 76 in 69.4 458 72.5 400 57.6 458 61.7 392 49,5 458 54.1 385 43.4 458 48.6 378 456 44.6 373 34.7 458 41.6 368 28,9 458 37.7 362 24.8 458 35.0 359 21.7 458 38.7 356 It J Jo o ¢Z 78 in r4.2 435 67.0 381 53.5 435 56X 373 45.9 435 49.8 366 40A 435 44.7 360 435 40.9 355 32.1 435 3&1 35t 26.8 435 34.4 344 22.9 435 32.6 341 20.1 435 322 340 � Q r- 90 in 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 318 200 26.1 327 28.3 275 327 25.7 271 20.9 327 23.7 258 17,4 327 21.0 262 14.9 327 19.3 256 - Z Z tq Q N 90 in 34.4 287 35,4 257 28.7 287 29.9 252 Z4,fi 287 26 0 248 21.5 287 23.1 244 287 20.9 240 17.2 287 19.3 237 144 287 16-9 232 a M z ro co dip 108 in 242 227 24.7 205 20.2 227 20.8 201 17.3 227 11 0 198 15,1 227 16.0 195 x w o 0 111 in 22.3 215 22.7 794 18.6 215 19.1 191 15.9 215 166 188 NLu r 1 O Cu 0) co 120 in ns isa ns 767 x U x a 0 0 TABLE 36 ANCHOR CAPACITY ADJUSTMENT FORMULA: rt d o Z ,.5 to Anchor Capact Table Ibs of m0 a0 ANCHOR CAP.r"�,,,,,,F 0- Filled a Substrate: 2.7k Concrete 3.5k Cana. Hollow CMU CMU PT Wood Metal - (DPm)X( ) =ANCHOR CAP' O io- G _m - 5/16"Elco 1/4"8S Else 5116"Eloo 7/4"SS Elea #t0 Steel #i2 Steel #12 Steel MULLION CAP,F"o„r,e1E U = m .. m� LAype: 3/i6"Elco Uliracon 7/4"Elco Ultracon 3N6'Elco Ultracon 1/4"Flco Ulhacon t- a o ttAnchorClipPaitems Ullracon a9g2Cator tlaracon AggreGatorScrewto57screw(G5) SCf2Steel USE7HISFORMULATOOBTAINTHE"ANCHORpRODUCTREVISED (in): 1" &1/2" 1" 2-i/2" 3-1/8" P' 2-1/2" P' 2-1/2" T' 3-178" 2" 0.48" 0.54" 0324" CAPACITY REQUIRED"CORRESPONDING TO AN as complyingwith the Florida (inj: 1-3/4" 1-3/4" 1-3)4" 7-3W 2" 1.1/4" 1-114" 1-1W 1-1/4" 1-11V 1-1/4" 2" 1-3/8" 1-3/w varies ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2 Anchors @ 4.75"Min,O.C./Standard or Offset Clip(Fig.1): 3901bs 390 Ibs E2251hs V445ibs 1644Ibs 2701bs 2801bs 35416s 7401bs 3741bs 6641hs 9461bs 341 Ibs 4421bs 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 7-0630.01 4 Anchors @ 1.15"Min.O.C.!Standard(or-Offset)Clip(Fig.2): 4801bs 7001bs N/A N/A 3801bs N/A NIA N/A WA NIA 682 the 8851bs 1120 Pos CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors @ 3"Min.O.C.f(2)a5 Angle Clips/(Fig.3): 780Ibs 7801bs 1896lbs 5401bs 5601bs NIA 760 The 7481bc 8801bs 18921Its 68216s 8051bs 71201bs MULLION. IT WILL YIELD A MINIMUM ANCHOR Expiration Date 05/26/2021 2 Anchors @ 0.45"Min-O.C./U-C ip,into-125"Alum.(Mg.4); NIA NIA NIA N/A NIA NIA NIA N/A NIA NIA NIA N/A 715 lbs CAPACITY WHICH MAY BE USED TO QUALIFY B 1 Anchor/F-Clip(Fig.5): 195 lies 195 Ibs 822 Ibs 135 Ibs 140 he 177 Ibs 370.Ica 187 Ibs 3321bs 473 Ibs t70 1Ds 221 16s 280 16s ADDITIONAL ANCHOR OPTIONS FROM THEy --""2Anchors @ Lf5"Min-O.C.!FLYip(Fig.6): 2401bs 3501bs NIA WA NIA 1901bs NIA NM NIA NIA N/A 341 Ibs 442 Ibs 560 Ibs ANCHOR CAPACITY TABLE. Miami-Da roduct Control NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: �J 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. O l(fill,, FIGURE 3: - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `��apNY LYN A, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760" P��. LtCENSS• �l`F ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. °•,� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - No. 58705 -_ ANGLE CLIP MUST BE USED IN PAIRS I 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ,n FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED .375" YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" 0�°•, SATE F ® ® THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT % °••j ZORIDi" ® LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 7"X 2.75"X.375"MULLION % SS/ ...... THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL, 18-B S.S,OR 410 S.S. f/ O/VAL v A, MW Mil LER,P.E. FL P.E.#58705 TABLE 4A W Mullion Capacity Table(Ibs1Rt) e a o 4 Opening Width(for vertically-spanning mullions)or6poning Haight(for honzorlfafly-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 1401n 160 in 2''t LL U= O 1 x2.75X Rectangular Trap7Tdang. Rectangular TraplTdang. Rectangular Trap/ltiang. Rectangular Trap(Tdang, Rectangular Trap)Tdang. Rectangular Tr4pTdang. Rectangular Trap/7nang. Rectangular Tmp/Triang. Rectangular Trap/Tdang. o� ` - Loading Loadng Loading Loading Loading Loafing Loading Loading Loading Loading Loadn9 Loading loading Loading Loading Loading Loading Loafing eZ o G50 Alum. Tube r a i^ r • :t•_ a ::• r r r r a_ r .•_ a u S .� EL m `° nc a •°c n fib_' a� m na° a a.� m n.�' '° n ac m m� m m$ a `�.b" N Mullion a w m m m m a m e U Up V p a U U a U U a U U y U 01 u U b U U-p U V'm V V 'a V U v u U _ _ (V^ •- r OG^ m mC N '- Q N p o R " L C N p r C N p mr Cm^ 15 6! C N t 6! 8 i C R s� C R - N C 1V O C U m Gm^ '6 G N u N C N tr p G N c 'S t._ t' oc t'3oC 3C v V = o c � _� U.= p 0.3 o L .� a m ai 3g cm 'Sa cP as -� ca 3y cP �Q m -�' cm � a ° w O (n �� W ¢ r ac am �� ¢� LU 4Z in 770.0 62f1 97D.0 435 Y79.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170,0 521 170.0 1240 170.0 521 1700 1488 170.0 521 158.7 1620 170.0 521 138.8 1620 170.0 $21 J J 48 in 179.0 708 170.0 524 170.0 850 170A 584 170.0 982 170.0 630 770.0 1133 170.0 661 170,0 7275 170.0 677 170.9 1417 170.0 680 141,7 1417 170.0 880 121,5 1417 170.0 680 106.3 1417 170.0 680 n m (D 50.625 in 170.0 747 170,0 563 170.0 896 77Q6 631 170.0 1046 170,0 684 170.0 1195 170.0 723 162.6 1266 170.0 747 146.3 1286 170,0 756 121.9 1286 170.0 756 104.5 1286 17GO 756 91.4 1286 170.0 756 0 p =' LIJ F- S4in 170.0 797 1700 612 170.0 955 170.0 691 170,0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 T70.0 837 120.E 1130 170.0 856 100,5 1130 170.0 861 86.1 1130 170.0 861 75.3 1130 170.0 861 K m 0 W Cl) LU 60 in 170.0 885 170.0 701 1465 915 162.3 7fii 125.5 915 444.5 746 109.9 915 132.3 735 97.8 915 123.9 726 87.9 9f5 118.5 720 73.2 815 114.4 745 62.8 915 114.4 715 54,9 915 114,4 715 Q Hcc (7 63 in 151.8 830 161.9 710 126S 030 138.9 694 108,5 830 123.2 681 94.9 830 112.2 670 84.4 830 104.6 662 75.9 830 99,4 656 63.3 830 94.5 649 54.2 830 94A 649 47.4 Bab B4.1 648 Lj 2 U a Q UJ z m 2 66 in 132.1 757 140.0 650 110,0 757 119.6 836' 94,3 757 105.9 624 B25 757 96.i J24416 ffI,1 806 68,0 757 84.2 600 55.0 757 78.0 593 47.2 757 78.2 591 41.3 757 78.2 691 Z Z e, cU J 72 in 101.7 836 1068 552 84.8 636 91.0 540 72,7 636 80.1 5S0 [54. 638 72.2 6b 514 50.9 838 82.3 508 42.4 636 57.2 SDO 36.3 636 55.3 497 3}.e 036 55.2 497 75 76 in 86.5 $71 90.4 496 72.1 571 78.8 488 6t. 571 67.4 479 571 60.6 $.5 464 43.2 571 51.8 459 36.0 571 47.0 451 30,9 571 44.8 447 27.0 571 44.5 44678In 80.0 542 63.4 474 66.7 542 70.8 465 57.7 542 62.1 45s 542 55.7 f.0 442 40.0 542 47.5 43l 33.3 542 42.8 429 28.6 542 §0.6 425 25.0 542 40.1 423 Z9D In 52.1 407 53.7 361 43.4 407 45.4 355 372 407 39.8 349 4D7 35.3 .1 338 26.b 407 28.8 334 21.7 407 26.1 327 18.6 407 Z4J 322 78.3 407 23,p 319 < Z96 in 42.9 358 44.1 320 35.8 356 37.2 314 30.7 358 32.4 309 358 28.8 .1 300 21.5 358 24.0 296 17.9 358 21.0 289 15.3 358 192 284 a � - ei O g0 108 in 30.1 283 30.B 255 25.1 283 25.9 25i 2L5 283 ?2.5 247 283 18.9 ,0 240 15,1 283 16.5 237n X `IIn Ill in 27,8 267 28.3 242 23A 267 23.8 238 19.8 Z67 20.0 235 17.3 267 16.3 .5 228 © (Y N S2 120 in 220 229 22.3 209 18.3 229 1 18.8 205 L153 229 16.2 202 U X Q O O 7 Q r TABLE 48 ANCHOR CAPACITY ADJUSTMENT FORMULA: i o Z �� co An Capacity Table bs 0- a - 1°0 TO Substrate: 23k Concrete 3.Sk Conc. Nollaw CMU ANCHOR CAR _ O d 3 w `;LC°1.Q' Filled CMu PT wood Metal {DP,o)X(MULLION CAP. -A'NCHOR CAR U F o 5/16"RICO714"'SS Elca 5176"Elco 114"SS Elco #10 Steel #12 Steel 912 Steel AnchorCGp Patterns Anchor Type: 3/i6"Etco Uliracon V4"Eico Ueracon Ultracon 3/15'Elco Uemcon 1/4"Eico UR2ccn AggreGator I unrecon AggreGator Screw(G5) Screw(Gs) 5cmw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED Edge Otstauce(in): 1" 2-772" 1" 2-112^ 3-IIS" 7" 2-112" P' 2-t12" 2" 3-7/e" 2" 0.48" 0.54 6.324" CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida Embedment(in): 1-314" 1-3/4" 1-3/4" 1-3/4" 2" 1-1w 1-114" t-t/4" 1-1/4" 1-1r4" 1-1/4" 2" 1-3J8' 7$7&^ genes ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2Rnchors @4.75"Min.o.C./standard or onset Clip(Fig.1): 390 lbs 3907hs 4501bs 89015s 1644 Ws 2701Lvs 2601bs 3541bs 740 Joe 3741bs 6841bs 9467bs 341 lbs 442 to. 560lbs OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0650.01 4 Anchors Q 1.15"Min.O.C./Standard(or Offset)Clip(F'tg.2): 480 Ibs 700[be N/A N/A NIA NIA 3801bs NIA N/A N/A N!A WA 6621bs 885 lb 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 0512612021 4 Anchors@3"Mr.O.C,/(2)2x5Angle Clips/(Fig.3): 7801bs 7801bs 6801bs 1560 Ibs 1896lbs 5401bs 560 lbs N/A 1 760 lbs 740Ibs 8801bs 1092lbs 6621be 8854s 112016s MULLION. IT WILL YIELD A M IN IMUM ANCHOR 2 Anchors @ 0.45"Min.O.C./U-Clip,into,125"Alum.(Fig.4y N/A WA N/A NIA WA N/A NIA N/A NIA WA NIA NIA WA N 71514s CAPACITY WHICH MAY BE USED TO QUALIFY By 1 Anchor/F-Clip(Fig.5): 195lbs 1951hs 225Ibs 44514s 822 Ics 135 Fos 140 lbs 17715s 37014s 187 lbs 332 lbs 473 lbs 170 lbs 221 Ice 280Ibs ADDITIONAL ANCHOR OPTIONS FROM THE Miami-Da product Control 2 Anchors @ 1.13'Min.O.C.I F-Cllp Ill 6): 240 Ibs- 350 Its NIA N/A WA N/A 190 Ibs N/A N/A NIA N/A NIA 341 Ibs 442 Ibs 5601bs ANCHOR CAPACITY TABLE. NOTE!FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C:D CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: ----® -- ® ® ® 1J SEE SHEET 1FOR INSTRUCTIONS ON USING THE TABLES AND SHEE725 FOR WFORMATION ON LOADING. 1.000" Y SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. w1 A� � �� O,tl ,NA 77i� FIGURE 3: 3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" ® ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, P'• �� No. 58705 ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650" - 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" ® THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ®T S ATE O LLJJ J LEAST TE THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.75"X.650"MULLION i�� F<OgtOP•. ® THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.DR 410 S.S. ® A. LYPIN MILLER, P.E. FL P.E.#58705 TABLE 5A n b Mullion Capacity Table Ibse) a o �A b Opening Width(for wrtimily-sparirring muffforl or Opening Height(for horfzontaly-spenrvrig rriLdlions) i 0 50 in 60 in 70 in 80 in 90 in 190 in 120 in 140 in 760 in =� a Y ^ O Rectangular Trp!Tdang- Rectangular TraplTdang. Rectangular Trap/Tdang, Rectangular Trap7Tdang. Rectangular TraplTdang, Rectangular Trap/Tdang. Rectangular Trap/Tdang, Rectangular TraprTdang, Rectangular 7rap/rdang. 9"x 3.125"x Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loatling Loading Loading .600"Alum . 2i 2' D ir D L' A ,�' L 2'_ i; 2• 2' L' 2• ,'u,' L 2• L• Tube Muti m ro m m m m m w m m m m m m m m m a ��_" bm°, o.� n n s`i G. q.� a n� m o.� n a� Z W G 'a200 � C� O. m ° ••V _ y P J L C N J a C N L G 0 -1.Q V P P 'J C d J d G N W P d a a a m a a G m 3 a c m '/+ o' W arc aGa a � ¢z g arc �� a e az �� a� � s � aGrc �� az �� ao nE a� �� a a� a¢ ¢� arc O 42 in 170.0 620 170X 435 170.0 744 770.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1802 1760 521 w W J 48 in t70.0 708 770.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1733 17D.D 661 170.0 1275 170,0 677 170.0 1417 179.0 680 157,7 1577 170.0 580 135,1 1577 170,0 880 118,2 1577 170.0 680 D U 50.625 in 170.0 747 170A 563 t70.0 895 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170,E 747 170.0 1494 170.0 756 141.7 1495 170.0 756 121.5 1495 170.0 756 106,3 1495 170.0 756 o a Z LU H 54 in 1700 797 170.0 612 170.0 856 170.0 691 170.0 1116 170.0 754 170,0 1275 170.0 803 1661 1401 170.0 837 149,5 1401 170.0 856 124.E 1401 170.0 861 106.8 1401 770,0 861 93.4 7401 170.0 861 m tJ CO J Z e7 W BD in 170.0 885 170,0 701 t70.6 t063 170,0 797 158.5 1156 170.0 878 138.7 1156 1670 928 123.3 1156 156.5 917 111.0 1156 149,7 910 92.5 1458 14A5 903 79.3 775fi 144,5 803 89.4 1156 144b 803 Q I- SO (� 63 in 170.0 930 170.0 745 159.8 1049 170.0 85D 137.0 1049 155.5 860 119,8 1049 141.7 B46 106.5 1049 132.0 836 95.9 1049 II5.5 828 79,9 4048 719.3 820 68.5 f049 148.9 819 59.9 1049 718,9 818 �_ (p z ° m =>a 86 in iS6.6 955 170.0 789 138.0 -955 151.3 804 t19.1 955 f33.7 788 104.2 855 121.4 775 92,6 955 712.E 765 83.4 955 106.4 757 69.5 955 98,8 749 59.6 955 88.7 746 527 955 98.7 74fi Z Z W U c _ j 72 in 128.5 803 134.9 697 107.0 §03 114.9 882 91.8 503 101.1 fi7Q 80.3 803 91.2 659 71.4 803 83.9 649 64.2 803 78.fi 642 53.5 803 72.2 r,32 45.9 803 69.8 628 40.1 803 68.7 �7 3Q J a X 76 in 109.2 >21 114.7 629 91.0 721 870 618 78.0 721 65.1 605 68.3 721 78.5 585 60,1 72t 70-1 S86 54.6 721 65.4 579 45,5 721 59.b 589 39.0 721 58.8 564 34.1 721 56,1 583 W Q J r r 78 in 10tA 684 105.4 589 84.2 684 89.4 587 72.2 684 78,4 576 63.1 684 70.4 S67 56.7 684 64.4 558 50.5 884 Ss.9 551 42.4 684 54.1 541 36,1 684 51.3 536 31.6 684 50.6 534 z I- Q Z 80 in 65.8 514 67.8 456 54.8 514 57.3 448 47.0 5f4 50.0 440 41.1 514 44.8 433 36,5 514 40.5 427 32.8 514 37.3 421 27.4 S14 33.0 412 23,5 5}d 3D.4 406 20.8 S74 29.Q 403 H Q in Z N 0 i m o3 (O 96 in 54,2 452 55.7 404 4S2 452 47,0 396 38.7 452 90.9 390 gas 452 36,4 384 30,1 452 32.9 378 27.1 452 30.3 373 22,6 4$2 26.6 365 19.4 452 24.2 359 16.8 452 22.8 355 a q) x �^ �'0 m� t2N o 0 1081n 3&.1 357 38.9 322 3t,7 357 32.7 317 27.2 357 28.d 312 23.8 357 25.2 308 21I if .1 357 22.7 303 18.0 357 20.8 299 15.9 357 18.0 293 13,6 357 i8,2 287 11.9 357 15,0 283 o W N _ Ni in 35.1 338 35,8 306 29.2 338 30.1 3Q1 26.Q 338 26.1 298 21.9 338 23.7 292 19.5 338 20.9 2B8 175 338 19.0 284 14.6 338 16.5 278 t2.5 338 14.8 273 t1,0 338 13.6 269 © Y 120 in 27.7 289 28.2 283 23-f 289 23.7 259 19.8 289 20.5 258 17.3 289 18A 252 15.4 289 1 16.3 249 13.9 289 14.9 246 11.6 289 12.8 240 9.9 289 it4 236 8.7 289 10.4 232 U X Q O O TABLE SB ANCHOR CAPACITY ADJUSTMENT FORMULA: > d Z U AnchorCapacfty Table(ibs) a � s m0O /ANCHOR CAP.,"",.,a \ O Sutsttate: 2.7K CAnciNe 3.Sk Cafe. Nalow CPs111 Filled CP1U FT 4`Joon MHai (DP..)X\ "l =ANCHOR CAP.,,,, OF o m o� �m.--c S'i6"Etca Vd"5S Elco 3'16'Eko 1!4"SS Efto il'.D Stx' ift25ffiei Y112 S1EeJ MULLION CAP.,p"N.<a° Ancna Type 3116'Elco urcrs.m il4"FJco UIE2tan 3+t6'Elta unrac on i!4`'Emoultracop dy ( ) t 7 ( 57 USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED Anchor Clip Pattems uiracon qlr 5Saor Ultracon A ieGator StteW Cf Scr61v Gl Screw e EdOe wsiancegnl: t^ 2-1/2' 1" 2-112' 2-1/8, W1901bs -112" 1 WNJA 2` 31/6' 2' 0.48` 0,54, 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida Embedment(n: 1-3 t3/4" 73!4^ 1- Nd^ 2 -1/4" 1-1!4' v4^ i-t/4" 2' t-3r8" 1 8^ varies ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2 Anchors@4.75'MIn DC-/S£andat-a'DiI Clip(Fg 1). 39D Iba 3lM Ilx 4xl fbs 890 itgs 1644ibsD 1be 354 toe4Ins 6641bs 948Ibs 341 Joe 4421ti 560 Its OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 4 Anchors @ 1.15"h11n.O.C./Standard(or Offset)Clip{Rg 2} 4801bs lop Im N/A MIA NIA0Its NIAIA N/A WA 682Ibs 885lbs 1120 III CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4AncroP @ YMIn.o C.J(Y)2x5 Angle Clips!(Fig.S) 780 Ins 780 ins 680 Ibs 16W Itis IM Ibs Its N/A 8 lips s3Q lrn 1892 Its 682lbs 88S Il ft20 Its MULLION. IT WILL YIELD A MINIMUM ANCHOR 3Anchois @ 0.45"Min.O,Q!UCIIp,inla_t25"Alum(Flg d) NA N/A N/A NtA N/AMIAWA N/AN/A N/A MIA NIA WA 10731hs CAPACITY WHICH MAY BE USED TO QUALIFY By 1 Amnorl FCllp(Hit 6y: 1951b5 195 Its 2251bs 4d51b3 8221tz0 Its 177 Ibs11 33210.s d731ts 1761bs 227 Ihs 28Q Its ADDITIONAL ANCHOR OPTIONS FROM THE Miami-DPde Product Control "- 2 Anchors @ 1.16"Min.O.CJ FCiip{Fig 6} 240 Ibs 3541� NIA hJ/A IJiA 'J Ins NIA /A NIA NIA 341 Ibs TvAh 5WIts ANCHOR CAPACITY TABLE. / NOTE:FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. F^1.000"-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. `�1 - /77 FIGURE 3: 3.125" \`� NY �YN� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '` .``A®.-""' • .�/j ��i� ® ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �� GIGENSF.'•,({� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •. ANGLE CLIP MUST BE USED IN PAIRS. ~ * No,5t3705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED .500" { CONCRETE BLOCK UNIT(CMU)SHALL CONFORM 70 ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -0 FIGURE FIGURES: FIGURE6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" �3 '•. • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT 1"X 3.125"X.5"MULLION ��'. SATE ® ® LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1"VF MULLION) % (�'s"•,FCOR[OP..-'••\�'�;� THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL 18-8 S.S.OR 410 S.S. �i S' •-..... �� UU----LLLL��J 7j�/VAL A. LYNNIfytilL4��, P.E. FL P.E.#58705 W m TABLE 6A ° 2M g Mullion Capacity Table(Ibsfte) u = Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) a 50 in 60 in 70 in Bo in 90 in 100 in 120 in 140 in lea in D O Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tiang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trep(frieng, Rectangular TraplTdang, Rectangular TropJhiang. Rectangular Trap/Triang. W 1X4%.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading c, U AIuri Tubeo ^. LL M11g10n m ° •• 'S •- o ° m "b m "S o ° ° A m LO ,� % u m m m a m m ° �,a a b°-a n as n m G n ca n c� c n 16 da n a.� a. na a N na n w na a as m m m e m .. me me m m me o m m n c m me �' m� U_ V V _ U _ U V _ (Jv O Uv U _ Ua O U U _ V U V (J U� V _ V U _ V v U V U U a (� o ° o� t o o .6c ° •� a c v _ s°° ,C_' o s° @ _`� c °- t o t '`- o .oc 'R' ° c°O ° c ° t o r `o 6 t0 m i- u d 3� ° ai 9 c v 5a c m �a c '�E 5a c s G �a c P 3 n c ai a c v _ a a a c Z ham¢ W a � '� �. arc �� rc � �. �rc � � arc � �, a` � g`. ¢`fc � �, arc �" arc �� a � ��, arX a� ��- arc � � arc �" area, arc Ems, ¢ rc W 42 in 170.D 520 770,0 435 t79,0 744 770.0 478 170.0 868 170.0 506 170.0 992 1700 519 1700 1116 1700 $74-1140-5 0 1240 170.0 521 170.0 1488 1700 521 145.8 1488 170.0 521 127.E 1409 170,0 527 W O 48 in 170.0 708 170.0 524 170.D 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 770.03 1303 -170.0 680 1303 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 6B0 V7 Do 2 50.625 in 170.0 747 170.0 663 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.05 1235 170.0 756 1171 1235 170.0 756 100.4 1235 170.0 756 87.6 1235 170.0 756 (D54in 170.0 797 170.0 fi12 170.0 956 170.0 691 170.0 1116 1700 754 154.4 115H 170.0 803 1372 N58 170.D 1158 170.0 856 102.9 1158 170.0 861 08.2 1158 170,0 867 77.2 1758 170.0 861 m7170.0 883 t70.0 701 166.7 1042 170.0 797 742.9 1042 161.1 832 125A 1042 146.7 B15 1112 1D42 136a0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 62-5 1042 125.1 782 ¢ I-- 0 1700 930 170A 745 151.2 992 163.E 61B 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 992 114.8 758 75.6 992 705.4 745 64.8 992 108.0 744 56.7 992 108.0 744 Q 66 in 165.4 947 170.0 789 137,8 947 148.0 766 116.1 947 130.3 768 103.4 947 1177 752 91.9 947 108,7 947 1022 727 68.9 947 95.1 713 59A 947 94.0 711 51.7 947 94.0 711 a-i Z U z t° o0 m C 72 in 135.9 849 142.7 737 t13.2 849 121.6 722 97.0 849 106.8 706 84.9 849 96.4 696 75.6 849 88.7 686 67,9 849 82.7 675 56.6 849- 75.3 659 48.5 849 72.5 652 42,5 80.9 72.4 651 W �, �50 J 761n 115.5 762 120.7 665 96.3 762 102.E 652 82S 762 90.0 640 72.2 762 80.9 620 64.2 762 74.2 620 57.8 762 68.2 613 4B.1 762 62.8 602 41.3 762 59.9 597 3G.1 762 59.4 595 J (n MZ W Q 78 in 106.9 124 711A 634 89.0 724 946 621 76,3 724 82.9 609 66.8 724 74.4 599 59.4 724 58.1 591 53.4 724 63.4 583 44.5 724 67.3 573 36.2 724 54.3 567 33.4 724 53.5 565 ~ Q O) 90 in 69.6 543 71.6 433 58.0 543 60.7 474 49.7 543 52.9 466 43.5 543 4T1 458 38,6 543 42.8 452 34,8 543 395 446 29.0 543 34.9 436 24.8 543 32.1 430 21.7 543 30.7 426 Q Z N 96 in 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8 490 28.7 478 32.0 395 23.9 478 28A 386 20.5 476 25.fi 380 17-9 478 24.2 376 a ~ � g O p;0 (n N A 108 in 40.3 377 41,1 341 33.5 377 34.6 335 28.8 377 30.0 330 252 377 26.6 325 22.4 377 24.0 321 20.7 377 22.0 317 Ise 377 19.0 310 14.4 377 17.1 304 Ill in 37.1 357 37,8 323 309 357 31,8 ]274 26.5 357 27.6 313 23.2 367 24.4 309 20.6 357 22.0 305 18.5 357 2D.1 301 15.4 357 17.4 294 X @ 7 f7 120 in 293 306 29.8 279 24.5 30fi 25,1 219 306 21.7 270 1113 306 19,2 267 16.3 306 17.3 263 U X Q Q 144 in 17.0 212 17.2 196 Q D_' d c z 0 to TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: c0 vi AnchorCala itv Table(lbs) ANCHOR CAP,,,,,,-. O r o �, o� �^7 Substrate: 2,7k Concrete 3.5k Conc. - Hollow CMU Filled CMU PT Wood Metal (DPI)X( ) =ANCHOR CAP,,,,, MULLION CAP."„"„r,",E 5116'Elco i!4"SS Elco 5116"Elco IW SS Elco #t0 steel #12 Steel '#t2 Steek PRODUCT REVISED Anchor Type: 3l76"Eloo Uttracon i/4"Elco Uitracon 7Ji6"Elco Ultracon 1/4"Elao U€tracon Anchor Clip Patterns Uhrecon AggreGator t)Ihacon AggreGator Screw(G5) Screw(Gs) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR B complyingwith the Florida Edge Distance bnY 1" 2-liT 11• 2-112" 3-1/8" 1" 2-1/2° 1" 2-VT 2" 3-1/8" 2" 0.46^ 0.5V 0,324" CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Embedment{In): 1-3/4" 1-3/4" 1-3/4'• 1-3/4" 2" 1-1/4" 1-114" t-7/4" 1-it4" 1-1/4" 1-1l4" 2" 1-3/8" 13/e" ladies ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 anchors @ 4.75'Min,O.C./standard or offset Clip(Fig. i&21: 390 lbs 3901bs 4501bs 89016s 1640.Ibs 2701bs 280Ibs 3541bs 7401bs 374 IDs 66416s 5461bs 341 Ibs 4421bs 5sa lDs OPENING,WHEN IT iS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Anchors @ 125'Min.O.C./Standard(or Offset)Clip(Fig.3): 700 IDS 700 lbs 580 IDS 1410 lbs 952 lice NIA 5601be N/A 630 lbs N/A 080Its NIA 682 ibs B85 IDS 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED B Anchors @ 1.15'M(n.O.C./Standard(of Offset)Clip(Fig.4): 9601bs 149016s N/A N/A NIA NIA 7601bs NIA N/A N/A N/A WA 13631bs 17701DS 2240 lbs MULLION. IT WILL YIELD A MINIMUM ANCHOR By - 4Anchors @ 3"Min,O.C.!(2)2X5 Angle Clips/(Fig.5). 78010s 780 lbs 680 lbs 1550 lbs 1896 IDS 540 IDS 560 Ice N/A 7601bs 7481DS udu IDS 1892 IDS 682 ibs 8851be 172o ibs CAPACITY WHICH MAY BE USED TO QUALIFY Miami a Product Control _ 6 Anclwrs @ 3"Min.O.C./(2)2x5 Angle Clips I(Fig.6): 11701bs 11701DS 1020 IDS 234G ibs 28 44 IDS 810 IDS 840 lbs NIA 1140 Ica 1122 lbs 73201bs 2838 IDS 1022 IDS t327 Ibs 1680 ibs ADDITIONAL ANCHOR OPTIONS FROM THE 4-Anchors @ 0.45"Min.O.C./U-Clip,into,125"Alum.(FQ.7): NIA N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1430 IDS ANCHOR CAPACITY TABLE, 2 Anchors @ 2 25"Min.O.C./FClip(Fig.8): 350 lbs 3501bs 2901bs 705 IDS 476 IDS NIA 280 IDS N/A 3151DS N/A 440 lbs NIA 341 lb a421� 5601D5 4Anchors @ 1.15"Min.O.C./Fain(Fig.9): 4801bs 1 700 its NIA I NIA N/A N/A 380 IDS I WA WA N/A MIA N/A 1 682 IDS 885 IDS 1 /1201bs 1.000" NOTE:FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. r TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • • • • ® • • • Polo SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. LY/ifN2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ; '�1 S� CEN ,.�� • .•' E•••.lam 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW _ No.58705 _ FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ f;�/S- -j- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-PILLED - ((/�CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125" Q '• !yj • ® • • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL %Cis'•.;CCORiD?.•-'�\�� STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT LFAST,125"THICK " �� /S/®NAL �C� ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1"X 4"X.125 A.Li44Nl MILU8k' P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 m TABLE 7A ® nH o a o Mullion Capacity Table(lbstft) Opening Width(for vertically-spanning mullions)or Opening Height(for horizorltafly-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in V V O Rectangular Wap/Tdang. Rectangular Trap7Triang. Rectangular TapRriang. Rectangular Tap/Tsang. Rectangular Tmp/Tdang, Rectangular Trap/Tsang. Rectangular TraplTdang. -Rectangular TreplTrtang. Rectangular Tmp/Tdang. 1 x 4 x.375 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube ,. �Z U &„T,. D F_ $ A P x ;� r r z• L• a ,^ r^ 2•^ r r^ z• t• 2• ,�_•^ V a^ Ta . m m '� a w c Mullion w a sCA aV V _ U a °f o ., a l3 6woacryomry `o _ c N o [fir .. _ (� c _ of(yy_ O �Ny O _� O �_ O C S O C .- ,L 6 Z O .- O O ' O O .- �T�. G U �0. t F _ U U L 3 L U V fLi L 'rJt L Q L O U)N PI� y� y & U Y U O' W iT U' W y� U Q y, U S Y� U V N U y, C P v'y C Wrjy C p V {j C d ,p C d -J C -J 8 7 tj C O ,p W 7 p C d L C L tj C d y CL WZW� o as is � _, arc �� arc �� ¢ � � - are � � as � o aa� '� `. a`rc � :. as � �. ¢`s �� aa: �o as � � am ��. as � � a`� � � arc 42 in f7a.0 620 170.0 435 170.0 744 170.0 47E 170o 868 170.0 506 170.0 S92 17C,9 519 170,0 1416 170.0 521 170.9 1240 170.0 521 170.0 1488 170.0 52l 170.a 1735 170.0 521 170.0 1983 770.0 521 w O 48 in 170.0 708 170.0 524 170.0 550 170.D 584 170o 992 f70.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 Sao 170.0 1983 170.0 680 151,8 2024 170.0 680 K J U) 50,625 in 170.0 747 170.0 563 170,0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170A 1793 170.0 756 156.0 1919 170.0 756 136.5 1919 170.0 756 F- _ C=0 W O F 541n 170.0 797 170A 612 170.0 956 170.0 691 170.0 Ilia 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.E 861 137.1 1799 170.0 e61 120.a /799 170.0 861 OE m O 00 Cl) 601. 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 972 1619 170.0 1063 ¢ F O 0 53 in 17fl.0 930 770.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 156.7 1542 170A 1076 141.0 1542 170.0 1122 117.5 1542 166.5 1158 100.7 1542 167.9 1157 88.1 1642 167.9 1157 : z L 66 in 170.0 974 179,0 709 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.E 1472 170A 1086 142.8 1472 165.8 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1100 91,8 1472 146.0 1104 80.3 1472 146.0 1104 Z Z W x c 72 in 170.0 1063 170.0 878 170.0 1275 1T0.0 7009. 150.8 1320 -166.2 1701 1320 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 7049 88.0 1320 477.0 1024 75,4 1320 112.6 ICI3 66.0 f320 /12.5 1012 N U m� J 761n 170.0 1722 770.0 937 149.5 1184 159.4 tOt3 I28.2 1184 139.9 994 112.2 if8d 125.7 978 99.7 1184 115.3 964 89.8 1184 107.5 952 74.8 1184 97.6 935 64.7 1184 93.1 927 56.1 1184 92.3 025 J (Wjg o ieZ N r 2 78 Irt 166.1 1124 170.0 967 138.4 1124 147.0 965 118.6 1124 128.8 947 103.8 1724 if5.fi 931 92.3 1124 105.8 916 83.0 1124 98.5 906 69.2 1`124 89.0 890 59.3 1124 84,3 8a1 51.9 1124 83.2 878 O 90 in 108.1 844 i f 1.5 750 90.1 844 94.3 735 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 54.0 844 61.4 693 45,0 B44 54.2 678 38.6 844 50.0 668 33.8 844 47.7 662 Z Z Q O -1 h Q Z Kl 96 in 89,t 742 91.5 563 74.2 742 77.2 652 53,6 742 87.2 641 56.7 742 59.6 631 49.5 742 54.1 622 44.5 7k2 49.8 6td 37.1 7d2 43.6 600 31.8 742 !24 t4448 27.8 742 37.5 584 a ^ d0 AO loam 62.6 586 63.9 530 52J 566 53.8 $21 44.7 586 46.6 513 39.1 586 41.4 605 348 586 3T3 493 31.3 586 34.2 492 25A 586 29.6 481 22.3 586 19.5 586 24.7 466 117 in 57.6 655 5a 8 503 48.0 555 49.5 495 41.2 555 429 487 36.0 555 38.0 480 32.0 555 34.2 473 28.8 555 31.3 467 24.0 555 27.1 457 20.6 555 18.0 555 22.4 442 LU XU)120 in 45.6 475 46,4 433 38.tl 475 39.0 426 326 475 33,7 d29 28.5 475 29.8 474 25.3 475 2a.8 09 228 475 24.5 494 19.0 475 21.1 395 16.3 475 14.3 475 17.2 381 O � � U X ¢ O 144 in 26.4 330 26.7 305 22.0 330 22.4 301 18.9 330 19.3 297 16.5 330 17.0 293 Z U) a = 0 0 > a TABLE7B ANCHOR CAPACITY ADJUSTMENT FORMULA! O _ m� m� Anchor Ca aci Table Ibs ANCHOR CAP.,, ,,,,",� a o w o� �� Substrate; 2.7k Concrete 3.511 Can.. Hallow CMU Filled CMO PT Wood Metal (DPI)X }=ANCHOR CAP., ", 5116"Elco a4s SS Eico NIT Elea 1/4'SSEIco #10SIeel #426teel #12Steel M ULLION CAP.,,1,,,1 PRODUCT REVISED Anchor Type; 3116'Elea Ultm..n 1/4"El..Uilracon 3/16 Elea Ultracon 1/4"Elco UltrreGator Uilacon AggreGator Screw(G5) Screw(G5 Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns U3.1/8" ) B complying with the Florida Edge Distance(in): t" 2-1/2" 31/8" 1" 2-1/2" 1" 2" 3-116" 2" 0.46" 0.54" 0.324'• CAPACITY REQUIRED"CORRESPONDING H AN Building Code Embedment(in} 1-I' 1-3/4" I 1-3/4" 7-314" 2" 1-4/4" 1-1/4" i-i/4" d/4" 1-i14" 2" i-3/6" f-3/6" tales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 77-0630.01 2 Anchors @ 4.75"Min.O.C./Standard or OBset Clip(FI9.1&2): 3901bs 3901bs 450lbs 8901bs 1644Its 270Its 2801bs 354Its 774 hs 6641bs 9461hs 347 Ibs 442 ibs 7601bs OPENING,WHEN IT IS LOWER THAN THE MULLIONExpiration Date 05/26/2021 4 Anchors @ 2.25"Min.O.C./Standard(or Cleat)Clip(Fig.3J 700lbs 7001bs 580 bs 1410 Ibs 952 Ibs N/A 5601hs N/A 6N/A 580 Ibs N/A 682 Ihs 885 Ibs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anchors @ 1.15'Min.O.C./Standard(or01(set)Clip(Fig.4y 960 Its 1400lbs N/A N/A N/A N/A 760 Its N/A N/A NIA N/A 13631bs 1770lbs 22401bs MULLION. TWILL YIELD A MINIMUM ANCHOR By4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.5): 780 Its 7801Ins 680Ihs 1560 Ibs 18 66 Ibs 540Ibs 560lbs N/A 748 Ihs 880 Ibs 16921bs 6821hs 885 Ibs 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY Miami- a Product Cont6 Anchors @ 3"Mi n.O.C./(2)2x5 Angle Clips/(Fig.6): 1170 Ibs 1170 Ibs 1020 Ibs 2340Ihs 2844Ibs 870 Ibs 8401bs N/A 1122 Ibs 1320It. 28381bs 1022 ibs 1327 Ibs 168C IbsADDITIONAL ANCHOR OPTIONS FROM THE 4 A�whors @ 0.45"Min.O.C,/U-Clip,Into.125"Alum.(Flg.7): N/A N/A N/A NIA WA N/A N!A N/A N/A N/A N/A NIA N/A 14301bs ANCHOR CAPACITY TABLE. 2 Anchors @ 2.25"Min.O,C,/F-Clip(Fig.8): 3501bs 350 Ibs 290 its 70515s 476 Its N/A 280 Ibe N/A 315 Ibs N/A 4i01trs N/A 347 Ibs 442 Its 5601be 4 Anchors @ 1.15"Min.O.C./FLlip(Fig.9): 4601hs 700 @s N/A N/A N/A N/A 380 Ibs N!A NIA N/A N/A N/A 68216a 885 Its 11201bs NOTE: FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --'•j 1.062" r-- --j 1.000., TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�� QNY ..... • ® • ° • • • • • ® 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE C1�,•' LICENSE •/�� SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000" : SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. __ ;• No. 58705 FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ ( - • • • • [00 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE tPRESSURE-TREATED YELLOW SOUTHERN PINE W17H AN SG OF 0A ALUM€NUM DE 33 E � • ATE F 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045" r�s '•.CORtOP•. L .375" .375" i G � THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL ANCHORS T /i S/ ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1"X 4' X.375" 1"X 4°X.375" A.LY NT11,6�{ 411 ,P.E. ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR 410 S.S. "T"-MULLION MULLION FL P.E.#58705 W a' TABLE 8A ® on o Mullion Capacity Table(lbs/11) Opening Width(forverdmily-spanning mullions)or Opening Height(for horizontally-spanning mullions) 04 o a 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 In 160 in cz%i c^Wi p 1.25"% Rectangular Trap7Tdang. Rectangular, Trap/Triang. Rectangular Trap/TI Rectangular Trap/Tdang. Rectangular TrapTiriang. Rectangular Tap/Tdang. Rectangu€ar Tap/Tdang. Rectangular Trap7Tdang. Rectangular TaplTrieng. �S" w Loading Loading Loading Loading Loading LoadLoading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading o= U 3.188"x ,285"Alum L a L• ?.- a � 4 a A 2 ' = z x^ 2• 2• ^ a 2^ ;; ,' L a .66 ^ .� 6 t) V U U V ^ U U q U U f] t> ^ U V^ U U^m m ' NTube Mull ° " °t5 u ()[^� g cry^ m a ry m S J JCJP .- _ U - L _ t 'P _$ = n l5y ' _ ° � � G m 9 cP �$ m - c �i - b" v - � a4 3,g ca'r - � cm - � m c -'.$ c � W z7cWa � ��. �rc ¢o: �� ¢D: �� are are arc s� acrc arc �G acrc Via: � � as are ace � ,-, a¢ �� air of O42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.070.0 992 170.0 519 170.0 1116 170.0 621 770.9 i240 170,0 52t t70A 1488 170.0 521 170.0 1735 170,0 521 151.6 1769 170.0 621 W J48 in 170.0 708 170,0 624 170.0 850 170.0 584 170.0 992 170.070.0 1133 170.0 661 170.0 1275 1700 677 170e 1417 170,0 680 154.8 1548 170.0 680 132.7 1548 170.0 680 116.1 1548 170.0 680 (n 50,625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 770.070.D 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 17040 756 1193 1468 170.0 756 104.4 1468 170.0 756W54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 Ills 170.070.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170,0 861 104.8 1376 170.0 861 91.7 1376 170.0 661 K CO 1n O U) 601n 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 878 139.0 1153 167.4 930 123.6 115E 156.8 919 111.2 1153 150.0 912 92.7 1158 144.8 905 79A 1158 144.8 905 69.5 1158 144.8 905 4 F W Ur 63 in 170.0 930 171 745 160.1 1051 170.0 850 137.2 1051 155.9 862 120.1 1061 142.0 848 1063 1051 132.3 837 95.1 1051 125.7 830 80.1 7057 1t9.5 822 fi8,6 1051 115.1 821 60.0 1051 119.1 821 U � � Q L 66 in 167.1 957 170.0 789 139.3 957 151.6 805 119.4 957 134A 790 104.4 957 121.6 777 92.8 957 112,8 767 83.6 957 166.E 759 69.6 957 100.0 750 69.7 957 98,9 74B 52.2 957 98.3 748 ? Z J z m S J c d nU c 72 in 128.7 804 135,2 698 107.3 $04 1152 684 91.9 804 101.3 671 80.4 804 91.4 660 71s 804 84.1 650 64.4 804 78,8 643 53.6 804 72.3 633 46.0 604 69.9 629 40.2 804 69.8 628 ru � ��; � : Q �A 76 in 109.4 722 114.4 630 912 722 972 67$ 78.2 722 85.3 606 68.4 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 580 45.6 722 59.5 570 39.1 722 56.7 565 34.2 722 562 564 o o rc Z W Q Lo �_ 2 78 in 101.2 685 105.6 600 04.4 685 89.5 588 72.3 06 78.5 577 63.3 685 70.5 566 56.2 685 64.5 560 50.6 685 60.1 553 42.2 685 54,3 543 36.2 685 61.4 537 31.6 685 50.7 536 ❑ O _ 90 in 65,9 515 68.0 457 54.9 515 57.5 449 47.1 515 59.1 441 41.2 515 44.7 434 36.6 515 40.8 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 575 29.1 404 Z Z N Q X 96 in 54.3 453 55.8 404 45.3 453 47A 397 36.6 453 41,0 391 33.9 453 36.4 385 302 453 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 35600 � coW di 00 mod,'O 108 in 38.1 358 39.0 323 31.8 356 32.8 318 27.2 358 28.4 313 23.8 358 25.2 306 212 358 22.7 304 19A 358 20.8 300 15.9 358 18,0 293 n U) y U o o W co ill in 35.1 338 35A 306 29.3 336 30.1 301 25.1 338 26.1 297 220 338 23.2 293 19.5 338 20.9 289 17.6 338 19.1 285 O � X 120 in 2Ta 29C 28.3 264 232 290 23.8 260 10.9 290 20.6 256 17.4 290 18.2 253 15.4 290 11.4 249 Cq S C} N Q � O Q ..� 1441n 16.1 207 15.3 186 9 z m O �co co TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: p mC[ AnchorCepacity Table(ibs) ANCHOR CAP.�,o,,.�,e O r a y o� ¢� Substrate, 27K Concrete 3.5K Cont. Hollow CMU Fnlied CMU FTWcod Metal (DP.)X ( ) =ANCHOR CAP..,_ yts•Elco 114"ssElto 513'Elco 1r4^'ssE1:g tnost� #72steel #1zs1� MULLION CAP.,�o",.",a 1 PRODUCT REVISED Anchor Type SMFBco Ugacon 113 E"Ult=on 3/1GElco Uli 114'EICo UIQacant Anchor Clip Patterns Uliraeon AggreGator llhracon AggreOatw screw 053 screw(G5) screx(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Edge L45tarue(In} 11 2-112' V 2-112' 3-10, 1^ 2.112' 1^ 2-1/2' 7 airs' 2` o40' 6.54' 0.32C CAPACITY REQUIRED"CORRESPONDING TO AN Building Code HE NOA-No. 17-0630.01 Embednent m): t3/4" 1-3fr 13r4, 1�/4'• 2" t-1r4^ i-ti4' t-1i4" 1-114• 1-114" 1A4^ 2' 1 ws rsies ACTUAL PRESSURE REQUIREMENT FORT 2AnchAls @ 479'Min.O.0 1 Statid3d 0r Oise[Clip(Fig. 1)- 390 IDS 39G in Ono Ins ego no 169 Ins 270 Ins 2801ts 354 Ins 7401Ins 374 Ibs 6641ns 0461ts 3411ns 442 Ibs 560 Ins OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Archtrs @ 115"Min.O.C-/Standard(o:Oraet)Gip(Fig.4 480ins 7001 NtA NtA r11A WA 3801ts N/A WA NIA NIA NiA lZ `6 885 its 1120 its CAPACITY(FROM THE TABLE)OF THE SELECTED . 4Ancnors@3^Min.0_C-/(2)2c5 Angle Clips I(R93) 760Ins 76011s 68o Ibs 15fA Its 1�61Da 540Ins S�Ibe NIA 7601ts 7Zllbs SWIM 18F2 Ibis E21D.s 8115 Ins 11201Ds MULLION. IT WILL YIELD A MINIMUM ANCHOR By 4ArchgiS @ 0.45"Mtn.O.C.1 U-Clip,into 125'Alum-(Fig 4j NIA WA NIA N/A N/A N/A NIA NIA N/A N/A NIA N/A N/A NIA 4430 its CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Dad roduct Control _ tAnclmrr FClip(Flg 5$ 1�S ibis 1951tg Ibis 44514s _ 8221� 1351bs 1401na 1771Ds 3701ts 1871bs 3321tls 4731cs nolbs 2271tu z6o los ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchors@115'Min.O.C./FClip IHQ c. 240 Ibis 350 Ite NJA N/A N/A NfA 1�Ins NtA N!A N;A NtA NtA 1 3411ns 1 442 gs 1 560 Its ANCHOR CAPACITY TABLE. _ NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: ® ® ® 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. \t 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3.188" .1�,• " UICENSF �(` ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEECLIP Q'. •:(�`� i SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No. 58705 ® ® ® ® BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .265" -> 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 ® '• SATE E' •',� ' FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �'� '•.• p� <C/�� ® 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ��ts ORIDP•, \�� • .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25"X 3.188"X.265°MULLION pie S�® NAL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-1/4"VF MULLION) /1j 11 t t O�� • #10&#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S,OR 410 S,S. A. LYNN MILLER, P.E. • FL P.E.#58705 TABLE 9A ® per N ca Mullion Capacity Table(Ibslfe) Opening Width(for vertically-spanning mullions)or Opening Height(for hortzontagy-spanning mullions) o� 0 59 N 60Irt 70 in 80 in 90 in 400 In 120 in 1-0mm 160 in �U � < 1.25 X 3.25 Rectangular TrLoadinng, Rectangular hLoadinng. Rectangular TrLo ding Rectangular TrLoadieng. Rectangular TrLoadinng. Rectangular TfLoarneng. Rectangular Trap?dang. Raotengulertangular Trap/Tdang. 2 ^ O Loading Loading loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadingading Loading x.100 nZ w Alum.Tube ' ;�Mullion a �� a aa� a A3n_ a ��rs � - e �- rypoN6 rypQ Q ICIC Q E IZ V< � < dd � ¢@ a ar E r a M 'w n�rc W 42 in 170.0 620 170,0 435 t70.0 744 1TO.Q 4]8 170.0 868 170.0 506 170.0 992 170,0 519 170.0 7}t6 f70.0 521 153.3 11te 770.0 52Y 127,7 1118 1700 b21 109.5 Ilia 170.0 521 958 1118 170.0 521 of C) Ld 48 in 170.0 708 170.0 524 170.0 850 1T9.0 584 167.E 978 570.0 630 146.7 878 1700 661 130.4 978 970.0 877 117.3 878 170.0 880 87,8 978 17P.0 600 63.8 978 170.0 680 73.3 978 170,0 680 W (0 50.8251n 170.0 747 170,9 563 170,0 996 1 00.0 631 150.7 927 170.0 68d 131.9 927 1665 708 717-2 927 159.1 899 105.5 927 156-3 696 87.9 927 156.3 895 76.4 927 156.3 695 65.9 927 156.3 605 COOf 641n 470.9 797 170.0 612 16g.5 869 170.0 691 132.5 $89 153.8 683 115.9 B69 141.8 669 103.0 869 134,0 660 92.7 869 129.8 654 77.3 869 128.6 652 66.2 869 128.8 652 ST9 669 128,8 652 601n 143.2 746 153.8 fi3-0 119.4 746 132.3 620 102.3 746 117.@ 608 89.6 748 107.8 589 79.6 LL CD 746 101.0 592 71.6 746 06.0 587 50.7 746 93.3 683 51.2 746 93.3 583 44.8 746 93.3 583 lY co DO M z 63 in 123.7 677 132,0 579 103,1 677 113.2 SIB 68.4 677 100.4 555 77.3 677 914 546 66.7 677 65.2 539 61.9 677 81.0 534 $1.6 677 77.0 029 44.2 677 76.7 529 39.7 677 76.7 529 Q LLI Z 66 in 107.8 fill 1144 530 88,7 fill 87s 519 76.9 fill 86.3 508 67.3 617 78.3 500 59.8 617 72.6 494 53.H 617 683 480 44.8 617 64.4 483 38.4 017 63.7 482 33.8 617 63.7 482 U tl z 72 in 829 1 518 87.1 450 6%1 SIB 74.2 440 592 518 65.2 432 51.8 516 o 58.8 425 46A 518 54.2 419 41A 518 507 414 34.5 518 4646 408 29.6 518 45.0 405 25.9 SIR 45,0 405 ? Z Cf) 5 e W J m oU 767n 70.5 465 73.7 406 56;7 466 62.6 398 50.3 465 54.9 390 44.1 465 49.4 384 39.2 465 45.3 370 35,2 qs5 422 374 29.4 465 38.3 367 25,2 465 36.5 364 22.0 465 36.2 363 ,J ; m 78 in fi52 441 68.0 387 54.3 441 47.7 379 46,6 441 50.6 372 40.8 441 45.4 366 36.2 441 41.6 3S0 32,6 441 38.7 358 2T2 441 34.9 349 23.3 441 33.1 348 20.4 441 32.7 345 J �a ti , 90 in 42.4 332 43.8 295 354 332 37.0 269 30.3 332 32.3 284 26.5 332 26.8 280 23.6 332 29.1 276 21.2 332 24.1 272 177 332 21.3 266 t5.2 332 19.6 262 13.3 332 te.l ZSO U) f� 96 in 35.0 29t 359 260 28,4r23 30.3 258 25.0 291 26.4 252 21.3 291 23.5 24B 19.4 291 21.3 244 17.5 291 19.5 241 14.6 201 17.1 236 12.5 291 15.6 232 Z O Q 108 a 24.6 230 25.1 208 20.5 21.1 205 17.5 230 18.3 201 15.4 230 3&2 188 F Q III ai22.6 218 23.1 197 1S9 1&4 194 16.2 218 168 191 14.1 278 1-0.H 186 0- ♦- LOC)p120in 11.9 187 18,2 170 14,3 15.3 167 tE r N o' o W © X (n U) ti3 a r 4 0 0 a (L o z CO U) TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA: o- a m0 m� An hor Capacity Table(Ibs) o SObstrak: 2.7k Concrete 3.5h Canc. Hollow CMU FI11ed EMU PT Wood ANCHOR CAP-,„",,,,,t U = ^' Melat (DPI)X( > ANCHOR CAP.,," 'n m Anchor Type: 3/16"Else Unladen 114"Elea,Ultracon 5716"Eico 3/16"Edo Uitracon 114"Elco Ullracon 174"SS Elco 5/46"Elco 1/4"SS Efca #10 Steel #12 S[eel #72 Steel MULLION CAP.,eo,,,,,,� PRODUCT REVISED Anchor Clip Patterns Litman Aggrecator Ultracon Aggre Tatar Screw(G5) Screw(05) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Edge Distance(in): 1" 2-1/2" 1" 2-112" 3-1t8" 7" 2-1t2" 1" 2-1/2" 2" 3-118, 2" 0.46" 0.54" 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Embedment(iny 1-3/4" 1-314" 1-3/4" 1-3I4" 2" 1-114" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 2" t-3/8" b9/6" lanes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 Anchors @4.75"Min.O.O.I Standard or Offset Clip(Fig.1}: 390Ibs 390 Ids 450 lbs 890 Ica 1844lbs 2701ba 28II the 35416s 7401bs 3741hs 664lbs 9461bs 341 the 4421bs 560Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date. 5/26/2021 4 Anchors @ 1.15"Mn O.C./Standard(or Offset)Clip(Fig.2): 48016s 700 Ibs NIA NIA N/A NIA 3801bs NIA NIA N/A WA NIA 682lbs 885lbs 1120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED ,r 4 Anchors @ 3"Min-O.C.I(2)2x5 Angle Clips/(Fig.3): 780Ibs 7801bs 68016s 15601ha 1896Ibs 5401bs 5601bs NIA 7601Ls 7481bs Ran too 18921bs 682Ibs 8851bs 1120 Joe MULLION. IT WILL YIELD A MINIMUM ANCHOR By 3 Anchors @ 0.54"Min.O.C./U-Clip,Into.WO"Alum,(Fig.4): N/A N/A NIA NIA N/A NIA NIA NIA NIA NIA NIA N/A NIA N/A 9501bs CAPACITY WHICH MAY BE USED TO QUALIFY Miami-D Product Control 1 Anchor/F-Clip(Fig.5x 1951bs 195 lbs 225 lb 4451bs 822"a t351bs 1491bs 1771bs 3701bs 1071bs 3321bs 4731bs 170 lbs 221 Ins 260Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @ 1.15"Min.O.C,/F-all,(Eig.er 240 a 359 Ibs NtA N/A NIA NIA 190 Ins NIA N/A NIA N/A NIA 341 the 44216s 5601bs ANCHOR CAPACITY TABLE, i FIGURE I: FIGURE 2: TABLE NOTES: 1.250" r~1.250""i ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE `�w�aW LYNIv 3.250" 3,250" ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �1� VtCENSF'•�(� CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ® ® 8E USED No, 5d705 = B PAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND = j GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL =-0 :�p BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE biL.. 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 BEAT LEAST.125"THICK AND A36.ALLANCHO ® .100" ® , , #0&#R ANCHORS NTONTO METAL HWOOD MAY BE STEELALL EXTEND AT LEASY 8 8 S�S.OREW H4Ro DS BEYOND THE MATERIAL. 1S. .25"X 3.25"X.100' 1,25' X 3,25"X.100" MULLION FOR MULLION FOR / ® A. LYNtJ/� LEL�2,FIELD-MULLED UNITS FACTORY-MULLED UNITS 111L yr I1 1 P.E. 1, FL P.E.#58705 i TABLE 1DA Mullion Capacity Tabfe(lbaril e oN o a o � Opening Width(forverticalfy-spanning mldiions)orOpening Height(forhorizontaftyspommng muiliotls) o� 0 50 in 60 in 70 in HO in 90 In 100 in 120 in 140 in 160 in z cWi a ug of Rectangular Trap/iriang. Rectangular Trap/Riang. Rectangular Trap/idang. Rectangular TreplGiang_ Rectangular Trsptrriang. Ractangular Tmp/iriang. Rectangular Tm g g pr q_ g p/rriang. y. f: 1.25 X 3.2b p7Rian . Reclan ular Tm Tdan Reelan ular Tra X.624 Loading loading Loading Loading Loading Loading Loading Castling Loading Loading Loading Loading Loatling Loading Loatling Loading Loatling Loading o `°i- W Alum.Tube Tu'i r „Mulifon a a s s b a a A 9 m m«U U c" U 9 U U bU G yba `,' r 'v _' r'rc c 4� c o �� ' _ - o• � @ a - _`a' � � a`, � � _`off t. ^,� `o v `o C)¢`rx g o Q` ¢ E 4` ¢` c ar¢ a d`ay � _'-a.. d`K -''N.. Q`s ' a ¢`� c K` rc c d`tt c a¢ �' c Q`a d`¢ > Z 42 in 1700 fi2a 170.0 435 170.0 744 170.D 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 iN5 770.0 521 170.0 1240 17P.0 521 170.0 1480 170.E 521 170.0 1735 170.D 521 770.0 1903 1700 521 u�1 S 48 in 170.0 108 170.0 524 170.0 950 179.0 5 LU 84 170.0 992 170.0 G30 170.9 1133 170.0 6fi1 170.0 1273 170-0 677 470.0 1417 17D.0 $83 0 1700 170.0 680 169.7 1979 Imu 680 148.5 1979 170.0 61g J50.625 in 179.0 T-07 170.0 5fi3 170.0 896 770.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 17LD 1345 170.0 747 f70.0 7-094 770.0 1793 170.0 756 152.5 iB77 170.0 756 133.6 1877 170.0 75664 in 170.9 797 iT0,0 612 170.0 956 170A 69f 170.0 Wit 170.0 764 170.0 t276 170.0 BG3 170.0 1434 176.0 837 t70.0 IS94 f78.0 1769 770.0 MT U4.1 1169 170.2 861 117.3 1754 170.0 861 (=9 W O60 in 470.D 885 170.0 701 170.0 1063 Vic 797 170.0 1240 170.0 878 170.0 f417 170A 944 161.t 1511 170.0 996 145.0 1511 170.0 1511 170.0 1➢63 103,E 1511 170.0 ID63 91L 1511 170.0 1063 � � tor'•) LLI a I- C) 6D (D 63 in 170.0 930 170.0 745 170.0 117G 170.0 850 170.0 1392 170.0 940 156.G 7370 770.0 1015 1392 1370 170.0 1076 525,3 1370 164.0 1379 155.9 1072 89.5 1370 155.3 1070 ]8.3 1370 155.3 9070 W Z 66In 170A 974 170.0 789 170.D 1169 170.0 303 155.6 1240 170.0 1D02 1362 1240 158.E 1013 121.7 1248 147.1 1000 108.9 1248 139.0 1249 1WA 970 7ZH 1240 129.0 975 68.1 1240 129,0 975 U D.. Q z Z �z721n 167.0 1049 170.0 876 139.9 1049 150,2 992 119.9 1049 132.1 875 104.9 1044 119.1 860 93.2 1049 109.7 BAH 83.9 1049 102.7 1049 94.3 82fi 59.9 1049 91.2 820 62.4 1049 91.t 820 J rn ca(� J Y w J .3 v „0 0 76 in 142,7 947 144.7 922 7te.9 941 1?6.8 806 Wig 941 7t1.2 791 89.2 941 100.0 777 79.3 941 91.7 766 71.4 947 85.$ 757 59.5 447 77.6 7k4 51.0 941 74.0 737 44.G 991 73.3 736 o �Z TO In 132.0 894 137.6 783 110.0 094 11G.9 767 94.3 844 102.4 753 82.5 894 9t.9 740 )3.3 89A B4.1 730 660 B94 TB.3 729 55.0 894 70.7 707 47.7 B94 67.0 791 41.3 894 66.1 698 ?go in 85.9 671 88.7 596 71.6 C71 74.9 5B5 61A 671 65.3 575 53It .7 671 5&2 566 47-7 671 52.9 558 43.0 671 49.8 551 35.8 671 43.1 539 30.7 871 393 531 26.9 677 37,9 526 0 Z � Q Z 96 in 70.8 590 72.8 527 59.0 590 61.4 518 50.6 590 53.4 509 44.3 590 47.5 502 39.3 590 43.II 494 35.4 590 35.6 460 29.6 590 34.7 477 25.3 590 31-6 469 22,1 390 29,8 464 Q x mZ 108 in 49.7 466 50.8 421 41.4 466 42.8 414 35.5 466 37.1 408 31,1 4Hfi 32.9 402 27.6 466 293 396 24.9 466 27.1 3B1 20.7 A66 23.6 382 17.8 466 21.2 375 15.5 q66 19,6 370 a F_ - d q O 111 in 45.H 441 46.7 400 382 441 39.3 393 32.7 Adt 34.1 387 28.6 441 30.2 362 25.4 447 27.2 376 22.9 44t 24.9 372 19.1 441 21.5 363 16,4 q41 19.3 356 14.3 441 17.8 351 (/i CN ° LU m 120 in 36.3 378 36.9 344 3C2 378 31.0 334 25.9 378 26.0 334 22.7 378 23.7 329 20.1 378 21.3 325 18.1 378 19.5 321 95.1 37H 16.7 314 O x Y U) 144 in 21.0 262 2L2 242 17.5 262 77.8 239 15.0 262 15.3 236 LO � Sn = U �! Q S �qo - Z O O TABLE IOB } Anchor Capacity Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: p m� u �; ;0 mo Su�imte: 27K Cone rd 3,5k Cate, Hollow CMU Fllleq CMu PT Wa00 DP_ X ANCHOR CAP.,„.,,,.. U `� �`� e� m� N9501bs al ( ) (MULLION }=ANCHOR CAP,,,, ° "' ° 5'16"Elro 114"SSEIco5'i6'Elco va''sSEmo nlaStsa #12steeleel CAR,"o„�„� PRODUCT REVISED Anchor Type: S'1@'Flee Ntracat 174'ElcoUltracon BriB'Elco Ntrac on 1!a"EIco Ultrac0n ggreGaror Ullratm Agg2Gatw Screw(G5) Bcrew(G5) (G5) Anchor Clip Patterns ultracon A USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Edge Clarence(En): i" 2-172' T' 2-112' ave" t" 2-1/2' V 2-112' z' 3-116, 2' 0,4a" 054" 4' CAPACITY REQUIRED"CORRESPONDING TO AN gullding Code Emher9nenl R): 1�t4" UJ4^ 43/4" 1 4" 2" 1-7/4" 1-i/4° 1-7/4" 1-1l4" 1-114" t-1/4" 2' i-BJ8° A�8" s ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No, 17-0630.01 2 Ancturs @ 4.75•Mtn.O.C.I Stand er Offset cep(F1g.4) a Ids 3901bs 4501bs H90 tbs 76441bs F2710 2601bs 354Ibs 7d0lbs 3741bs 66A Ibs g461¢s 341 Ibs 4421bss ppENiNG,WHEN IT IS LOWER THAN THE MULLION 4 ArRhas @ 1.15"Min.O.C.1 Siantlatd{a Gtiset)Cllp(F1g.2): 480Ibs Tao Ins NIA N/A N/A 3801bs NIA WA r41A N/A NtA 682Ibs 865 1kcIbs CAPACITY(FROM THE TABLE)OF THE SELECTEDExpiration Date.- 5/26/202'I4Arctars @3'Min.O.C./(2)9l5 Angle Clips/(Fig.9)'. 7801¢s 78(}Ibs 600Ibs 15601� i896Ibs S601Ds NIA 760 its 748Ins 8801bs 78921M E821bs 8651bsns MULLION. IT WILL YIELDAMINIMUM ANCHOR gy3Anchors@ 0.54"Mitt.OC./uCilp,Into.100^Alum.(Fig.A} N/A N/A NIA WA N/A NIA NIA N/A N/A N/A NIA NIA N/A s CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Da Product Control I ArK h0rl FCflp(Fig,S): A951b5 1951bs 225lbs 445 Ibs 8221W 14001s 177 Ins 370Its 187 ros 3321bs 4731Ix 1701bs 221 gs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anthers @ 1,15"Min QC/FCBp(Ag,a): NOW 3501bs NtA N!A N/A N/A 19016s NIA N/A NIA WA WA 341 lot 4421� , ANCHOR CAPACITY TABLE, FIGURE 1: FIGURE 2: TABLE NOTES: 1.250"--i -1.250" ® ® ® Q 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. N , FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE �� .t��.••"""N,�'I/ �i� I ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.250" 3.250" CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No 58705 ® ® ® IN 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 -_-D 5 FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624" .624° 6063-T5 AND BE A MINIMUM OF,100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �_ �„f 0 ® ® .045"THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL F1ORlDp ® ! ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25"X 3.25"X.624" 1,25"X 3.25'X.624" �s�' "• �` #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FOR MULLION FOR 2z ��1VAL ® FIELD-MULLED UNITS FACTORY-MULLED UNITS �/77/f 111 110 A. LYNN MILLER, P.E. FL P.E.#58705 I i TABLE 91A z� m Mullion Capacity Table(Ibstre) ® 4v a Opening 40fdth(ibrvenccal"panningmtdtions)orOpening Height(for harfzortaily-speneirg muncons) o� b 0 50 in 60 in 70 in 80 inK17OX621 n 100 in 120 in 140 in 1fi0 in =Q q UZ Rectangular Trap!iriang- Rectangular ?rap7ikang. Rectangular TrapRdaug. Rectangular Trap7fdang. Trep/Criang. Rectangular Trap7inang. Rectangular Tre non Rectangular Tra <Tdan Rectangular Tra 1.25 x994 oa A in P A- A oadiang. X•624 Loading Leading Loading Loading Loading Loading loading LoadingLoading Loafing Leading Loading Leading Leading Loading Loading Loading �ze °' w Alum.Tub® T'li-i -Ii a r a A aT-aw- Mullion a n a a '° a a o a " a a a n a a - ain U U v G U vVa"' - s - o r e _ t - °. `o Eos- m o' 19 - o c o i a m a r - o°r:. S = o°x:. _ q n. _ .. °g o 75 to Q,Y c a c G c C .a-.. Q K c ¢ c 4,Yc R K a Q C Q�rr k c Q¢ 'n qS C c ¢tY c. 4�" 6 K ; Z N >Y W 421n 170-0 620 170.0 435 170.0 744 17-0-0 47$ 170E 868 170-0 506 170.0 §92 1T0-0 519 170.E 527 t70.0 124E 770.E 521 17tL0 1488 170.E 5Z7 170.E 1736 170A 521 170A 1483 iTOA 521 S N J 48 in 170-0 TOO 170.E 524 170E 650 170 0 584 170 0 992 170.0 630 170 0 1133 170 0 661 170.E +275 170E 677 170.E 1417 170.E 680 1700 1700 170.E 680 1700 1983 170A 690 170.0 2267 170-0 900 K J 03 50 625 in 170.0 747 170E 663 110.0 696 170E 631 1700 1046 170.0 684 1700 1185 170.0 723 170.0 1 446 170.E 747 170E 1494 170.0 TEE 179.3 1793 170-0 755 17D 0 2092 170.0 766 170.0 2391 170.0 756 = m 54 in 170.E 797 1700 612 170.E 956 170.E 691 170,0 1116 170E 754 170.0 1275 170.E 603 770.E 1434 370A 837 170.E 1634 17D,0 656 770.E 7s13 770.E 867 770E 2231 770.E 867 150.2 2403 170.E 861 O W O U 60 in 170.E H89 170.E 701 170.0 1063 170.0 797 170,E 1240 170-0 870 170.E 1417 170-0 944 170.E 1594 170.0 996 170.0 1T71 1T0.0 1033 170.E 2125 170.E 1063 148.3 2163 170A 10G3 729.8 2t83 170E 10fi3 � (Q C W ¢ I- L) �63 in 170.E 930 170.E 745 170.E 1716 170.E B50 170.E 1302 170.E 940 170E 1468 470.E W46 470.E ifi73 170.E 1076 170.E 1859 170.E 1122 156-9 206G 170.E 1169 134.5 206E 170.E 1171 117.7 206E 170.-0 1171 � W z U IL Q a 66In 770E 974 170-0 783 170.0 1769 770.E 4D3 170.E 1364 770.E 1002 170.E 1558 770.E 1086 170E 7753 170E 1155 170A 1948 170.E 121E t-03.0 1966 170.E t275 t226 1966 170E 128fi 107-2 1966 170.E 1286 Z !�z m = c (, e° 72 in 17-0.0 10E3 170.E 97B 170.E 1275 179.0- 1009 170.E 748H 170.E 712fi 170.E 170E 170-0 722H 7511 t734 17Q0 t315 138.7 1734 169,8 1386 116 6 1734 155.9 1364 99.1 1734 150A 1352 863 1734 150.2 1352 N z J m n J W 3 76 in 170.E 1122 170.E 937 170.E 1346 170.E 108E 1605 1556 170.0 1209 t4T.4 4556 1652 1285 1311 1556 151.5 1266 747.9 1556 141.3 1251 983 1656 128.3 1229 842 1536 1223 1219 73.7 1656 12L2 1216 m o .0 S o cLi �Z 78 in 170.E 1151 170E 967 iT0.0 1381 170E 1116 155.9 1477 769.3 t245 13G.4 1477 152.E 7224 121.2 1477 139.1 120fi 109.1 14T7 129,5 1191 90A 1477 116A 1169 77.3 1477 A 6-2 1477 1US-3 1164 ? Q 90M 142.E 111E 146.5t 11 t0 123.9 96H W1.5 itt0 707.9 9b1 88-8 111E 963 93fi TH.9 711E 87.5 422 T5.0 111E 80-7 91q 592 it 10 T1.3 89t 507 171E .4 1119 627 B79 O F- N Z (D Q O) W 96 in 117.E 975 1203 975 t015 856 83.fi 975 88.3 842 73.Z 975 79.5 H2§ fi3.0 973 772 H17 565 975 65A H07 48.8 975 Sld TEE 41H 975 6.8 975 49,3 7&7 !- Q Z N100in 822 771 84.0 771 70.7 685 683 771 61.3 674 51.4 771 54-3 664 45.7 771 49.0 655 41A 771 44A 647 34.3 771 3H.9 632 29A 771 5.7 777 32.4 612 0- �.�' u0111in75.T 730 77.3 730 65.E 650 54.1 730 56.3 840 47.3 730 49-9 631 427 730 45.E 622 37.9 730 41.1 614 31,5 730 35.6 606 27.E T30 ] 730 295 5H7 r tonW (")i20 ir, 34.9 S24 67A 564 43-3 ff24 57.2 560 42.8 b2-0 4d.3 552 375 624 39.2 S44 333 624 35.3 537 30.E fi24 32.2 531 250 E24 277 519 21.d 624 H.7 624 22-5 501 IY )( L' Y [144 in 34.7 433 35.1 400 28.9 433 294 395 24.8 433 25.4 390 217 433 224 386 193 433 20,0 381 IT3 433 48.2 316 M C7 r Q 0 0 TABLE 11B i d o Z �U) f0 Anchor Capacity Table(]be) ANCHOR CAPACITY ADJUSTMENT FORMULA: p m� � onMixSU[st@7E 2Conic7k Concrete 3.5k Conic FidtdW CMU Fliled CMU PTVVood ANCH CAP.vaou (3 F p T MK21 OR �� (OPjX E )_ANCHOR CAP.... 51s'Elco 114`SS EIco sts'Elce 114°'SS Elco *tGSteel i1128t6l #125tee1 MULLION CAP,r,�„„a,E Anttwr Type: 3'ts"Eko wrron v4^Eico Utt2mn 3rtb"Elco Ulttaan 774'Elcouitracon PRODUCT REVISED Anchor Clip Patterns ultracon AggreGdor Ulhacm Aggrecaar screw(exp Screen(G5} Scm (G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR as complying with the Florida Edge Distance pna 1^ 2-172' t^ 2-v2" 3ve° 1'° 2112' V 2-1I2' r a1re" 2' 0.4e^ 054- 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Emtedment(in): Zara^ 13�4" 1-3W 1-W, 2" 11114" 1-114, 1-114" 1-'114' 1-114^ t414" 21 14ve" ts'e" tales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 z Anchors Cc2 4.75'Min O C.r SYndartl or Ofiset cep(Fg.1). !7801na; Ibs Sad I[s 4�Ibs HgOlhs t644Ias 270 ibs 2HB IM "s54 ens 740 Im 37b Ihs sfi4las 9461� 4111as 4421bs 560I� OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date OS/26/2021 4 Armors Ca 1.15"Min.o e/Standard(er 04ket)cup(Fq z): R. Toe Ias wa. N!A NIa NfA 380 IM NIA NIA NJA NIA NtA �2 ens eeS he 112o Ins CAPACITY(FROM THE TABLE)OF THE SELECTED 4AnchomngTkiln-OC.I(2)2x5Angle CBpsl(Fig.3j 780Ihs (sO las 15631bs 16% lis 5401os 560 I� NIA 7601hs 74e las ado l� 16921ts 682lbs H85It 1120 Its MULLION. IT WILL YIELD A M INIMUM ANCHOR By4Ancnors Q 0.5d"MIn.p.C./u-0IIp.into.100"AIUIR(FIg-4) R N!A N!A NIA N!R NIA N7A N/A NiA NIA NIA IVA NIA NIA 1267 Irs CAPACITY WHICH MAY BE USED TO QUALIFY WN31111-Da Product Control .- 7 Ara WN FLHp(t1g-51 195€hs 1951� 225 Ias 4451[s 822 N 135WS 1401� 1771hs 370lbs 187 Ias 332Ibs 473 Ias +70 las 227 Ibs 260 l� ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @]1.15"Min.C.CI FOOp(Fig.6J' 240 M 350 los NIA NIA NrA 110 1901b5 NIA N/A N/A NIA NIA 341 Ias 442 be; 560 IN ANCHOR CAPACITY TABLE. 1254" { FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. yyY LYN 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94 `N ANGLE � o•° •••' N2// ��i� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CIGENSF' ,c�� i ® ® ® BE USED SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No. 58705 -_ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: 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 -7 • � 6063-T5 AND BE A MINIMUM OF.t00"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND D62, " �® '� SATE.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL /Fs•'•ac ORtOP. •'G\=` ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL �i +S'/ �AL o #10&#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR 410 S.S. �7/ ® O • 125"X 3.94^X.624^ A.OfNN M I12UEk, P.E. MULLION FL P.E.#58705 TABLE 12A Mullion Capacity Table Qbslfl'2) � m Opening Width(for velticaily-spanning mullions)or OpeningHeight(forhorizontally-spanning mullions) ® fin e 50 in 60 in 70 7n 80 in 90 in 100 in 120 in 140 in 160 in p 2 G 2 W' a LL Lodw,Rectangular ra riang. [170 angWar Trapl7riang. Rectangular TraplTdang. Rectangular Trdp/Tdang. RaclangWar TraptTriang. Rectangular Trap(Tdang. Rectangular Trep/Tdang, Rectangular Trapf7nang. Rectangular TreplTirlw , U� O 2 x 4 x 25 Loading Loadingding Loading Loafing Loading Loafing Loading Loading Loading Loading Loading Loading Loading Loading Loading Laadmg Loafing Akill7.Tube ,i'- 2 F L .5 c_" 2` 2' z d ;:' _D l D _a'_" Z' i_ 2' l_ 2' �' 2 o G.. o m o 'o Mullion a �$.._a'O n� n� na n� n ag n a 'b' q.� aA v_ c3 n t`3 t'S v�2 ci i7 o i� t3v _ � t s ` e& a e u o t ; o f FD _ is; 20 € t r P C � _ . `' § t5 0_ r _ z. of t 2 U ¢ � ¢`a ` � ` ¢ 73'� ` 9 �$ a`r �c ¢`rc �� d`rc �� a`rc � ¢ca � ' a`rc �� V� � � m> Z r� W 42 in 170.0 620 170.0 435 744 170.0 478 f70.0 868 770.0 506 170.0 992 170.0 519 17D.0 lftfi 170.0 521 170.0 1240 170.0 521 170,0 148E 170.0 521 1700 f735 170.0 521 1700 1983 170.0 521 K W 48 in 170.0 708 170.0 524 &50 176,0 584 170.0 992 170.0 630 170.9 1133 170.0 661 170.0 7275 170.0 677 1700 1417 770.0 680 170.0 1700 170.0 600 170.0 1983 AD.O 680 170.0 2267 17D.0 680 w J (n 50.625 in 170,0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0' 747 170.0 1494 t70.0 756 1701.0 1793 17P.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 N _W 64 in 170.0 797 170.0 612 170.0 956 170.0 591 170.0 1116 170.0 754 170,0 1275 170A B03 1700 1434 47DX 837 170.0 1594 170.0 856 170,0 1913 170.9 $61 170.0 2Z31 170.0 861 170-0 2550 170A '861 W o = 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170,0 876 170,0 1417 170.0 944 170.0 1594 1700 996 170.0 1771 170A 1033 170.0 2125 170.0 1063 170X 2479 170,0 1063 te048 268D 170,0 1063 It m O (Jp 1 63 in 770.0 930 t700 745 470.0 1116 170.4 850 170.0 1302 170 940 0 170.0 1468 170.010T5 170.0 i673 170 � W .0 1076 170.0 1859 170.Q it22 170,0 M31 170.0 7169 166.7 2553 170.0 1171 145.9 2553 170.0 1171 ¢ F- (D (� S� Z w 66 in 170.0 974 170.0 789 170,0 }169 170.0 903 170.0 1364 #17 002 i10.0 1558 470.0 1086 1740 1753 170.0 7155 170.0 1948 170.0 1210 170.0i 2338 170.0 1275 151.9 2437 170.0 1286 132.9 2437 170.0 1286 C 72 in 170,0 1063 170.0 678 170.0 1275 170.0 1009 470.0 1488 126 170.0 1700 170.0 1220 170.0 19t3 770.0 7315 170.0 2t25 170,0 7387 145.6 2164 170.0 1488 124.8 2184 170.0 1529 109.Z 2184 170.0 1530 Z z c =U m U . d NO 76 in 170,0 1122 170.0 937 /70.0 1346 170.9 1080 170.0 1570 209 170.0 1794 179.0 1322 165.1 1960 170.0 1421 148.E 1960 170.0 1505 123.8 1960 161.6 1548 106.1 1W0 154,0 1535 92.9 1960 152.7 7537 W m K 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 7250 170,0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1861 IG&I 1500 114.5 1661 147.3 1473 982 1861 139.6 1459 $5,9 1861 137,6 7454 rj Q (A r n 9P in 170.0 1320 470.0 1144F149.1 1398 156.0 1219 i27.8 1398 136.0 1198 1f1.8 1398 121.3 1418 99A 1398 1102 1162 89.5 1398 101.6 1147 74S 1398 89,8 1122 63.9 1398 827 1105 55.9 1398 7$9 1096 0 �96 in 147.4 1229 151.5 1098 1229 127.8 1079 f05.3 f229 tif.2 1067 92.} 1224 98,9 7044 8f.4 f229 89.6 1029 73.7 t229 82.4 1016 61.4 1229 72.2 993 52.7 }229 6@9 977 46.1 1229 6 ,�108 in 100,5 971 106.8 877 971 89.0 562 74.0 977 77.2 849 64.7 971 68.4 837 67.5 971 61.8 825 51.8 971 56.5 815 43.1 977 48.0 796 37.0 977 44.6 782 324 977 40.8 771 a a rV m i a ai 111 N 9514 919 97.3 832 79.5 919 81.9 819 68.1 9{9 70.9 806 59. 919 52.9 794 53.0 919 56.7 784 47.7 919 51.8 774 39.7 919 44.8 756 341 919 40.2 742 29.8 919 37.1 732 o W 120 in 75.5 786 76.8 776 62.9 786 64.5 705 53.9 786 55.8 695 47.2 786 49.4 686 41.9 786 44.4 &77 37.7 786 qb.5 S68 37.5 786 34.9 663 2Z0 786 31.f 641 23.6 785 28.4 63} N O X 2 Y @ V 144 in 43,7 546 442 594 36.4 546 37'X 498 3t.2 546 31.9 491 27.3 546 28.2 485 24.3 546 25.3 479 21.8 546 22,9 474 782 546 49.5 464 15.6 546 17.2 455 13.7 546 16.5 448 = U x Q TABLE12B O O �' ¢ .. v z ANCHOR CAPACITY ADJUSTMENT FORMULA: a �a mU) Anchor Capacity Table{ibs} ANCHOR CAP.„„„,.ate m Subsume: 2.7k Core fete 3.5k Cone Hollow CMU Filed CMU PTWad Metal (DRjX( � =ANCHOR CAP.,,, O �- m '� mix �L N16'Bro 1/4^ssE7co5'16"Elto s/b°ssElCn 1DSte� #tzstsel Y1zst�1 MULLION CAP ❑ rn ❑� �� p Anchor Type' 3t16'Elco Nt[9con 114"Flee uO.�con ?tF6^Elca uttrsm 114"Elco Ultracon Aggreoacor Uitlaicn AggPEG slot sc.4135) Screv(G5) screw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED Anchor Cfi Patterns uitramn Edge L4stame(in) 1" 2-vz' r' - 2-1/2' sys' r' 2-1/2" r' 2-1r2' 2' sv$•' 2' 0.49" 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida Emt�dnent(In): 1-314" 13a^ 13/4" t- 4^ 2^ 1-1/4^ 1-v4^ 1-114" 1-114" 1-v4" 1-v4" 2' t-3•s" 13/B• vies ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2 Anchors@4,75"Min O.C./Stan"aRt orOfhCt Clip(Fig 1a2J' 330 it's 3W Ilx 4501Ds 8901� 1644Ins 2701bs 280Ibs 354 ibs 740Its 274lbs G641bs 94G I� 3411DS 442 ibs 5601bs OPENING,WHEN IT IS LOWER THAN THE M ULLION NOA-No. 17-0630.01 4 A1eh0rs @ 2.60"Min 6.C-J Standard(or offset)Clip(Fig.a) 740 its 740 1La SW 1bs 14851bi 1424 1bs NfA 560 Ins NIA 695 ns NIA 8$D lbs NIA 682 ibs 8851os 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Ancncrs@ 1.7t'•win.O.G./Stanaam for oftset)Clip(R94)t BW lbs 70501 7581bs 1946Ibs NJA N/A 705ILs N/A 7991be N/A NIA NIA 102211x 13271ts {680lbs MULLION. IT WILL YIELD A MINIMUM ANCHOR Expiration Date 05l26i2029 4Am hors @3'Mln.DC.7(2)2X5 Angle Clips J(F95): 7801bs 7 1� Gibs 1560 IbS tsg6 ros o40iDs 560Ibs NIA 7601M 749 120 lbs CAPACITY WHICH-MAY BE USED TO QUALIFY B Y '�------_........_. 6AnC hors @ 3'Mir, ,CU-(2)2e5Atgio Clips.(Fig 6k 4170Ibs 15701� 1020Ibs 23401DS 2844 Ibs 8i bs 8401bs N/A 11401bs 71221bs 1320 ms 2638IDs 111 ttb2lts 13271fs 16PA Iha ADDITIONAL ANCHOR OPTIONS FROM THE Miami- 7c product Control 3 Anc hors@1.3q"MIaOC.I U-CIip:into.425"Atom.(Fig.7: NIA NIA N/A NJA NIA N+A NfA NIA N±A WA NIA NIA NIA NIA 1073 ANCHOR CAPACITY TABLE. &Anhors@0.64"Min.O.C.10-Clip,into 125"Alum.(Fig.8). NIA N/A NIA NIA N±A NIA NIA N)A NIA NIA NIA N/A NfA NfA 21 IDs 2 Amhom @ 26&'h710 O C./F-Clip(Rg 9): 370 Ids 370 ibs 315 lbs 743 Ibs 1 712lns N±A 280 ICe N/A 3481M NIA L 440 _ s NIA 41 DS a42 itr 800 x 353 NIA A 3AXnos@171"Min,OC1 F{%Ip(Fig 443IDs 525 979Ibs 9131s N 5D s NOTE: FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • • TABLE NOTES; 2.000" .. Ill ltl 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR oyY LYNN 7T� GENERAL INSTALLATION METHODS. \\\ FIGURE 5; FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q��,••• y10ENgF •-(�� / o • s • 3)MULLION AND MULLION CLIPS SIONS,SEE SHEETS 21-23, HOLES TO BE DRILLED IN .250" 4.000" _ NO.58705 • � WN ARE NOT TO SCALE,FOR EXACT LOC ® ® ® ® THE FIELD FOLLOWING DIMENSIONAOL RESTRICTIONS SHOWN ON SHEETS 21-3N FIGURES HOW SUGGESTED,APPROXIMATE HOLE .• ,,/ t -f,. :• (g/�� FIGURE 7: FIGURES: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES: CONCRETE SHALL CONFORM TOACI 307 SPECIFICATIONS. STATE OFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT s T � <C/\ o (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. i �� '•:��OR7DP, 'G\=�� MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 2"X 4^X.25"MULLION ��7 t5'/ � �`� IN PAIRS, GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL.EXTEND AT LEAST 3 SCREW 777 O � Y/ NAL �\� t e e • • • THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR 410 S,S. A.L N MELL IR, P.E. FL P.E.#58705 TABLE '13A i9 m Mullion Capacity Table(Ibs71t2) Opening Width(for vertically-spannirg mullions)or Opening Height(for horizontally-spanning mullions) SO in 60 in 70 in 80 in 90 in 1001n 1Z0 in 140 in 180 in o ¢ g Rectangular Trap,?riang. Rectangular Trap/TT4770 ctangular Trap+"fdang. Rectangular Tmp/rnang. Rectarrgufar 7raplTdang. RectangWar TraplTnang. Rectangular Trap/Fdang. Rectangular TrapRdang. Rectangular 7raplidan . o� O 2x6x.2$ Loading Loafing Loading Loaoading Loading Loading Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading �'�" a � Alum.Tube ,A' D A' D �' ' ' ', ' ' A' A• D L' i^ s'• 2^ �• ;.r >' ,' 2 A- o= UMullion 's � -c p C- d m NAry {_� 5mryry {� ryyN L d CM L S 1C 3 O�Y' .L V Y O C' ,OC�_ fV `a �. 04 lV G m L' r' O13S Sj C N C P G Sj V N $ C t? j V cr = U O' U V: U O' ` C U 6 C V P .0 C V �' Ca am d O U LorGz � a " � G¢ ` G ' Garc �' ¢� 9n I-a W42 in t70.0 820 170.0 435 170A 744 970.0 .0 868 170.0 506 [17 992 l70.0 5f9 f70.P 7118 7700 521 17tltl 1240 170.0 521 f7D.0 1488 1700 521 1700 1735 170D 521 173.0 1983170,0 521 O48 in 17t10 708 170.0 524 170.0 850 170.0 ,0 992 170.0 630 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 17co 170.0 660 170.0 103 170.0 680 170.0 2267 170.0 680 J Cn 50.625 in 170-011 747 170.0 563 170.0 896 170.0 631 1700 1046 170.0 684 7185 1700 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 770.0 756 770.0 -2092 170.0 756 170.0 2391 179.0 756 d = 54 in 170.0 797 17CA 612 170.0 956 170.0 691 r70,0 11111 }70.0 754 t275 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 858 }700 1973 170.0 861 170.0 2231 170.0 861 170-0 255Q 170-0 887 - (=7 W 0 0 60 in fl0.0 $85 170,0 701 170,0 1063 170.0 797 170.0 t240 170A 878 1417 170A 944 170,0 1594 170.0 986 170.0 1771 170,0 Ion 17o0 2125 170,0 1063 170.0 2479 170.0 1063 170.0 2833 170.0 1063Cl) LLJ 63 in 170.0 930 170D 745 t70.0 1116 170.0 8S0 170.0 3302 470.0 940 1488 170A 1015 170.0 1673 170.0 1078 i70.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170,0 2975 170.0 1171 Q Z 66 in 170.0 974 170,0 789 170.0 1169 170.9 903 f700 1364 17Q.0 10D2 9558 170.0 1086 170D 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 Z d m = Z z 0 C 72 in 170.0 i963. 170.0 878 170.0 1275 170,0 1009 170,0 1488 170.0 1126 1700 170.0 1228 1709 1913 170.0 1315 170.0 2125 170.Q 1387 170.0 2550 770.0 1488 170.0 2975 170,D 1529 170.0 3400 170.0 1530 w U " Y N J 76 in 170A 1122 170.0 931 170.D 1%6 170.0 7080 $170.02293 170.0 1209 770.0 1794 170,0 1322 170.0 2019 170.0 1421 170.0 2243 170.0I 2692 170.0 i629 170.0 3140 170.D 1694 170.0 3589 170.0 1705 -R' d ttD 7 f 78 in 170.0 1151 970.0 967 170.0 1331 179.0 1116 170,0 1250 170A 1842 170.0 1369 17Q.0 2072 170.0 1474 170.0 2312 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3683 170.Q 1796 j Q h p J 80 in 170.0 732E 170A 1144 170.0 1594 170.0 1328 170.0 1498 170A 2125 170.0 1653 170.0 2381 170.0 1793 170.0 2656 170,0 3188 170.0 2125 156.0 3443 170.0 2273 736.5 3413 170.0 2361 ? Z Q N 961n 770.0 1417 t70.0 1232 170.0 1700 170.0 1434 170.9 1622 170.0 2267 170.0 1794 170,0 2550 170.0 1952 170A 2833 170.0 3199 170.0 2338 437.1 3199 168.6 2970 120.0 3199 456.1 2428 (~7 a- on in 108 in 470.0 1544 1700 1409 170.0 1913 170.0 1547 f70.0 1870 170.0 2550 170.0 2076 164.6 2761 170.0 2271 148.3 2761 161.9 2333 123.6 2781 140.4 228f 105,9 2781 125.9 2.234 92.t42 f16.0 2190 N m o 0 171 in 170.0 1638 170.0 1459 170A 1966 170.0 1700 770.0 1832 970.0 2621 170.0 2148 151.8 2632 162.3 2245 138.8 2632 148.4 2218 1t3.8 2632 128.4 2186 87.8 2632 fl5A 2126 85. 106.3 2096O120 in 170.0 1771 170A 1586 t70.0 2325 170.0 1859 t5A4 2252 759.9 7991 735.1 2252 141.4 1984 120.1 2252 1272 1936 108.1 2252 118.7 1915 90.1 2252 99.8 1872 77.2 2252 88.9 1836 67. 81.4 1808 X144 in 125.t 1564 126.6 9445 ?Q43 1564 10fi,1 i425 88.4 T564 91.5 1407 78.2 1564 80,7 1390 69.5 1564 72.3 f373 62.6 t564 65.7 f358 52.i 1564 S6A t330 447 15fid 43.2 1305 39. 44.4 1283 (9 UQ N Q Q O ao TABLE z .,U) to 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: a mO z0 Anehor Ca act Table Ibs AN CHOR CAP. ` O 3� m� Substrate: 2.7k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Metal (DPE,)X 1 ANCHOR CAP.moo, = 5116,Elco 114"SS E1oc 5/16"Eleo 114"SS Ron 910 Steel #12Steel #12 Steel MULLION CAR PRODUCT REVISED Anchor Type: 3/16"Eico Ultmcon 1/4"Elca tlitracon F540lbs o Ultrecon 11V Elcc Ultracon Anchor Clip Patterns Ultracon AggreGafor UBracon AggreGaNr Screw(GS) Screw(G5) Screw(cs) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Edge Distance(In): T' 2-112^ 1° 2-1/2^ 3-2. 2-1/2" 1" 2-1/Z" 2^ 3-3/B" Y' 448" 0.54" 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Embedment(in): i-3/4" 1-3t4" 1-314" t-3/4" 2" 1-1/4" 1-i/4" 1-1/4" 1-1/4" 1-1/4" 2" 1-3I8" iJ/8" wiles ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 AnchosQ4.75"Min.C.C./Standard or offset Clip(rig.1&2): 390 me 390 Ibs 4501bs 8901ba 1844 the 280Ibs j 3541hs 740 Ibs 374Its 6641bs 946lbs 341 Ibs 442lbs 5001be OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Anchors 4.68"Min.O.C.t Standad(or Offet)Clip(Fig,3): 76016s 780 Ibs 9001bs 1780 lbs 3232lbs 560 lbs 708 Ibs 1480 the 74816s 1272lbs 18921bs 6821bs 685Ibs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED8 Anchors 171"Min.O.C.t Standard(or Offset)Clip(Fig,4): 418o its 7400 Ibs 1010 Ibs2595Ibs N/A94G Ibs N/A 1065 lbs N/A N/A N/A 33631bs MG Ibs 2240 Ibs MULLION. IT WILL YIELD A MINIMUM ANCHOR By !'"4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clps/(Fig.S): 780Ibs 780 ihs 6801bs t56016s 189fi Ibs 560 Ibs N/A 76014s 7481bs 8601bs t8921bs 682 Ibs 885lbs 1120 Ibs CAPACITY WHICH MAYBE USED TO QUALIFY Miami- ode P duct Control 8 Anchors @ 3"Min.O.C,/(2)2x5 Angle Clips/(Fig.6); 1560 Ibs 1560)be 1360 Ibs 3120 Ibs 3792 Ibs 1o601bs 1120 its NIA 152C Ibs 1496 its 1TED Ibs 37 44 Ihs 1363 Ibs 1770 Ibs 7240 fbs ADDfTfONAL ANCHOR OPTIONS FROM THE 12 Anchors @ i.5"Mia O.C./(2)2x5 Angle Clips/(fig.I): 1660 kbs 2100 Its 1440 Itrs 3780 Ibs WA N/A 7329 Its; WA 15G0 Ibs - N/A N/A N/A 2045 Ibs 26 Ibs 3360 Ibs ANCHOR CAPACITY TABLE. 4 Anchors @ 1.34`Min,O.C./U-Clip,into.125"Alum.(Fig.8): N/A N/A NIA NIA N/A N/A WA WA N/A N/R NIA N!A N/A N!A 1430 Ibs 8 Anchors @ 0.R;Min.O.C./U-Clip,Into.125"Alum.(Fig.9): N!A N/A N/A NIA N/A N/A N/A NIA NIA N/A N/A N/A N/A N/A 2861 Ibs F---2.000"- II 2 Anctos @ 4.68"Min.O.C./F-Clip(Fig.10): 39016s 390 the 450 lbs 690lbs 96161bs 270 los 280 Ibs 354 Ibs 740 lbs 374 Ibs 636 Ibs 946lbs 341 lbs 442 ttrs 5601bs 4 Anchors @ 1.71"Min.O.C./F-Clip(Fig,11):1 5901bs 70016s 50516s 92381hs N/A N/A 470 lbs N/A 5331bs NIA I N/A I NIA 6821bs I 88514s I 1120lbs 250" NOTE:FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: RGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8: FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON e • . • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. N , ., 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. NY LY `��fi;�. • N 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 Na• 58705 -' FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. � - ANGLE • e • • • c • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - 1 - (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED / � w• ® ® _ ® ° • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" '%®�(�` '•.F50R \�� MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK 18 GAUGE).STRUCTURAL STEEL TO ''i 1 C1 �`• • • o • • e • USED IN ( ) PAIRS. BEAT LEAST.125"THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 777s/C)N THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 2"X fi"X.25" A,tlYN114140�,'P.E MUL(K FL P,E.#58705 TABLE14A �b Co ® zn Mullion Capacity Table Ibsffle oe o } b Opening Width(for vertically-spanning mullions)or Opening Height(for hotlzorliauy-spanning mullions) o� I 0 50 In 60 in �in80 in 90 in 10tl in 120 in 1401n 760 in Z uiRectangular Trap/Tnang. Rectangular T2prTnang RectanRectangular TrapRtlang. Rectangular TraplTnang. Recta ular Trzy1'n3" Rectan ular Tra g O ng 9. g plTnang. Rectangular TraplTnan9. Rectangular Ttap(fnan .1.26"x 2.11" L°ading Loading Loading Loading LoadiLoading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x.125"Alum rz• _ r ^z LL° A °�, ° ° a ° o s ° s .s Tube MUII �° $ a $ n "c� n c n �° $ '$ " $ c a n a$ B. " � n a m " .q m m ✓�c m m m mom. .J w ac m m m in a x' n a s n. � � u oa ci um 3 ua u Uz, �_ c"a o s a � > �� o o � � 5� s � _ � o a - o kk " o m 6 s _ a = o L) c'Q, ° 0 � s v � � s on o� t on d N c m ai G c ° 3 G o n 'o- - ° 'a > m v arc aaG � a � � � ¢ Wit° d` ri � � a` rc �� .� ry -g` sa o; �n @ w gm � � = m sA a F �i �� a � �� a` re �� a �� arc �� arc � as � � rc �� a` z > Z �•- � W 42 in 144.2 526 187.0 428 120.2 526 148.9 419 103.0 526 1389 414 90A 526 134.E 411 8G.1 526 134.1 411 721 526 134A 411 60.1 526 1341 41 t 51- 526 134.t 41 t 45.Y 526 134.7 411 LU W LU J C0 48 in 96.6 403 108.0 333 80.5 403 94.7 32S 69,0 403 66.4 320 60.4 403 81.4 317 537 403 78.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.5 403 78.6 394 30.2 403 78.6 374 -, 50.625 in 82,3 362 919 301 68,6 362 79.3 294 50.8 362 77.9 289 51.5 362 67,2 286 45.7 362 64.6 284 41.2 362 63.6 283 34.3 362 63.5 283 29.4 362 63.5 283 25.7 362 63.5 283 H LT � _ 54 in 67.8 31H 79.1 267 565 318 64.2 261 46.5 378 577 256 424 318 53.5 253 37.7 318 50.8 250 33.9 318 49.5 249 28.3 318 42-1 246 24.2 316 49.1 248 21,2 318 491 248 (7 LJ O o F u 60 In 49.5 256 53.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 268 3q.9 204 24.7 256 33.4 203 20.6 258 32.2 201 IT7 258 322 201 15.5 256 32.2 201 f/j Ch W J 63 in 42.7 234 45.6 200 35.6 234 39.t 195 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 29A 166 21A 234 28.0 1M 17.8 234 26.6 183 15.3 234 265 183 13.4 234 26.5 103 ¢ ~ W Z 66 in 37,2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.B 176 23.2 213 27.0 173 20.6 213 25.1 170 18.6 213 23.7 169 15.5 213 22.2 167 13.3 213 22.0 166 11.6 213 22.0 16e 72in 28,6 179 30.1 165 23.9 179 25.6 152 20.4 179 22.5 149 17.9 179 20.3 147 16.9 179 16.7 145 Ui J o o(„) 76 in 24,3 161 25.4 140 20,3 161 21.6 137 17.4 161 19.0 735 15,2 161 17.0 133 - m m >0 N J o I ttZ 78 in 22.5 152 23.5 133 18.8 152 19.9 131 16.1 152 1L7.5 128 = Q r TABLE14B °z_ h N ¢ rn rn ANCHOR CAPACITY ADJUSTMENT FORMULA: Z 7 z N Anchor Capacity Table(Ibs) H Q Z Substratel 2.71k Concrete 3.Sk Cax Ho41ow CMU ANCHOR CAP..,,,,,__) a � X "' oo d0 - Filled CMU PT Woad Meta (DPE^)X( ) =ANCHOR CAP.,,, U) s-� 5116"EICO 174"SS Elco 5116"Elco 114"SS Etco #10Ste_f #12 SYeel St'12 Sfeel MULLION CAP.,.,,, r in o om Att:hx Tyl'�: 3t6"Eico Ultr�pY 174"Elco uarac pl 3M6"Eic o Ultra 1.ra"Eico Uilracan Anchor Clip Patterns uxracrn AggreC3ator Ultac on AggreGator screw(G5) Screv;61) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR o LU N EdceDistance(1n): i" 2-11T r' 2-112" 3-tte° r` 2-v2" 1" 2-vz' 2^ 3ar8" 2` 049' 0,54" 0.324'° CAPACITY REQUIRED"CORRESPONDING TO AN p 1 Embedment(in}: lsra" tare Yea^ lava" z' Y-v4" t-v4" t-v4^ - 1-v4^ 1-va^ 1-va" z' t-3:8^ 138" vanes - ACTUAL PRESSURE REQUIREM ENT FOR THE I" F N 4 Anc tiors�3"wlin.Q.G1(2)H;SArgfe gtps/(Fig tj: 780tbs 780Ibs F80 tta 1SSO Ibs Y�fi xx 3-101tb �01bs N/A Ten lb' 7.as its eao tbs 16921trs 68z fDs 88b 7os 1a3g i� OPENING,WHEN IT IS THAN THE MULLION c=7 d _ O O CAPACITY(FROM THE TABLE)OF THE SELECTED y O d o Z in m mO MULLION. IT WILL YIELD A MINIMUM ANCHOR a a Elf CAPACITY WHICH MAY BE USED TO QUALIFY U ADDITIONAL ANCHOR OPTIONS FRO M THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 TABLE NOTES: - BY r��-----�-�---�`=" M lani-Da Product Control 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. - --1,266"--i FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ® ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" - - FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - I I l t l t r r r 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ANGLE CLIP MUST BE USED IN PAIRS. L .125 \ t r - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND SEA MINIMUM OF.125" i .51�;.•' LICENSE' ��` THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT i.26"X 2.1 Y'X.125"MULLION �•' :�� LEAST,125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) No, 58705 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY SE STEEL, 18-8 S.S.OR 41C S.S. ` i Cis '.!cC ORiDA.•'' ,�'� 'YZ l .AL \00 A,LAN MILLER, P.E. { FL P.E.#58705 TABLE15A �� N r, Mullion Capacity Table(IbsffkZ) ® Q� � � Opening Width(For verticaly-spanrnrlgmoltiorls)or Opening Height(for iwlizorrtatly-spatvilrgrnWlionsj t4 0 50 in 60 in 70 in BD In 90 in 100 in 120 in 140 in 1601n =Q n. O Rectangular Trap/Triang. Rectangular Tmp/Tdang. Rectangular Trap/Tdang. Rectangular TraplFdang. Rectangular Trap/Tdang. Rectangular Trap+7dang, Rectangular TrapiTdang. Rectangular Tmp7Tdang, Rectangular TIap7Tdang. ��+ Vr 1= 3,28"30 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loafing �= g w DEG.AL y, a r .• a z` .� r a - a :� �.• r a a a r x a a r r r S LL m 6 U 6-. v., o e r,... BAY MULL m m in m m m W m in " m w w " ^ % m " m m in n -m •` " ^ m A ^ m o ^ m ,°e^ m w lCJ R RC ➢. ¢a p pa_ a R� � 2a n n� p a p. 0 oa o oa o o-m o oti o o � o o uo�Oa o o-m o oa o -m o o� o o n �a o o " o 0 0 0 0 0 �" c� W m G W m G G m N W G W m m m � � � C d W L '� L L'� _� L .� C p^y = N V _ Y V P ` V .- O m pia V m Q [.G] a a c c ,$ m a 3 a a[ ai ,�" W y c m Sa c W a v a cd a mc GGG 5 " c m a " u 3 u c c o v - " a o- - m v > Z W c QIY �c 4K Q LLm' c Q K sic Q K �c ¢ir �. GG' Ec QK �c Q C �c ¢ ¢ � '9c Q¢ c K Pc Q �, O 42 in 170.0 620 570.0 435 770A 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1115 170.0 521 170.0 124o 170,0 521 179.0 1488 170.D 521 170.0 1735 170.0 52f 149.7 174D 170.0 521 W - � J 48in 170.0 703 i70.0 524 170.D 85D 170.0 584 170A 992 f70.D 630 ll0.0 1133 170.0 661 170.0 1275 ll0.0 677 770.D 1417 170,0 680 152.2 1522 170.0 680 130-5 1522 170.0 680 114.2 1522 17all 680 O 50.626In 170.0 747 170.0 553 17D,D 896 170.0 631 170.0 1046 170.0 fi84 170.0 1195 770.0 723 170.0 1345 170.0 747 164.2 7443 170.0 756 136.9 1443 170.0 756 117.3 1443 170,0 756 102.6 1443 170.0 756 H 54 in 170.0 737 17P.0 fi1Z 170.0 956 170,0 691 170.0 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 %1 103.7 1353 170.0 861 90.2 1353 170.0 861 ty m m U) coUj 60 in 170.0 885 170.0 701 170.0 1&63 170.0 797 167.0 1218 17D.D 878 14&1 1218 170.0 944 129.9 1218 159.8 936 116.9 1218 152-1 924 97.4 1218 146.1 913 63.5 1218 146.1 913 73,1 1218 1{6.1 913 ¢ F-- U Cr (} 63 in 1760 930 170.0 745 170.0 1116 170.0 850 150.2 1150 168.8 933 131.4 1150 153.0 914 1168 1150 1419 898 105.1 1550 134.2 885 87.6 1150 126.7 871 75.1 1150 126.2 870 65.7 1150 1262 870 2 W z O � D- m 2.t. 66 in 170,0 974 170.0 789 152.4 1048 165.8 861 130.6 1048 146.6 664 1%3 1048 133.1 850 101,6 1048 123.4 839 91.4 1048 116.6 830 76.2 1048 109.4 821 65.3 1048 108.2 818 57.1 3D48 108.2 878 Z Z Cnz W J ` U m 721n l40.8 88D 147.9 764 117.4 880 126.0 748 ]09.6 880 N0.$ 734 880 080 IWO 722 78.2 880 92.0 712 70.4 880 86,2 703 56.7 88D 79.2 693 50.3 880- 76.5 686 44-0 880 76.4 688 J 3 ��, -Q J 75 in 119.7 790 125.1 fi90 99.8 790 106,4 676 BS.S 790 93.3 663 74.8 790 83.9 652 66.5 790 76.9 643 59.9 790 71.7 635 49.9 790 65,1 624 42.8 790 62.1 fi19 37.4 790 65.5 617 N J o U �Z Q r n 78 in 770.8 750 115.5 657 92.3 750 98.1 644 79.1 75D 85.9 632 69.2 750 77.1 621 61,5 750 70A 612 55.4 750 65,7 605 46.2 750 59.4 594 39.6 750 56.2 588 34.6 750 65,5 586 - z F- } Q Z 4 N 99 in 72.7 $63 74.4 500 ff0.f 553 62.9 49t 57.5 563 54.8 483 45.} 563 48.9 475 90.1 563 44.4 468 36,1 563 4U.9 462 3➢.0 563 36.2 452 25.8 563 313 445 22.5 553 31.8 442 Q 0] Z 96 in CID 59,4 495 61.1 443 49,5 495 51.5 435 42.4 495 44.8 427 31.1 495 39.9 421 33.D 495 36.1 415 29.7 495 33.2 409 24,8 495 29.1 400 21.2 495 26.6 394 18.6 495 25.0 390 a ~ LU -"c d050 UJ 108 in 47,7N39142.6 353 34.8 391 35.9 348 29.8 331 31.1 342 26.1 391 27.6 337 23.2 394 24.9 333 20.9 391 22.8 328 174 391 197 321 149 331 178 315 � �itt in 38.439.2 33S 32.0 370 33.D 330 275 370 286 325 240 370 Z5.3 320 2/,4 370 22.8 316 192 37D 209 312 760 37D 181 3D5 �' 111 y'120In 30.430,9 289 25.3 317 26.0 284 21.7 317 22.5 28C 19.0 317 log 27fi 16.9 317 17,9 273 F- F1]144 in 17.617.8 203 C4 Q M z O O a ° m C7) TABLE 15B a a .. sO Anchor Ca aci Table tbs ANCHOR CAPACITY ADJUSTMENT FORMULA: o ;;- ,� A�mof ANCHOR CAP,,,,,,_)Substrate 2.Ik Concrete 15k Conc. Hollow CMU Filled CMU PTWood Metal (DP")X ,_1 =ANCHORCAR. Anchcri 5116"Eico 1/4"SS Elco 5/16"Elco i14"SS Elco 1110 Steel 412 Steel #12Steel MULLION CAP.,",,,, PRODUCT REVISED Type:4s780)b. con 1/4"Elco Ultracon 3/i5"Elcc Ultracon 1)4"Efco Ultracon a5 complying with the Florida Anchor Clip patterns Ultracon AgQTe 3.br Ultracon Aggr'Gons Sore.(G5) Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Building Code Edge Distance(In): VT 1" 2-4/2" 3-t78" 1" 2-1/2" 1•' 2-1/2" 2" 3-t/6" 2" 043" 0.54" 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN NOA-No. 17-0630.01 Embedment(rn): 3/4" 1v'/4" 1-3/4' 2" 1-114" 1-114" 1-114' 1-114" 7-114" 1-114" 2" 1-313" 1-378" taxies ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors @ 5"Min.O.C./(2)2x5 Angle Clips 1(FIg.5)t0 lbs 450 lb. 890 Its 1700 Its 270 lbs 280 cs 354 Its 740 Its 374 lbs 7201bs 9481bs 341 lbs 442 lbs 560 Ica OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Anchors @ 3.5"Min.O.C.1(2)2x5 Angle CNps 1(Fig.2): 0 tbs 790)bs 16701bs 26251hs 5401bs 58D Ica N/A 11201hs 748Ibs 880 Ibs 1892lbs sa2lns 885!Ls 1120Ica CAPACITY(FROM THE TABLE)OF THE SELECTEDD 6 Anchors@2.71"Min.O.C.)(2)2x5 Angle Clips)(Fig.3j: 0 lbs 950 lbs 2246 lot 22541bs N/A 840 Ibs N/A 1059 Its N/A 13207bs N/A 102216s 1327 Ibs 1680 Its MULLION. IT WILL YIELD A M IN[MUM ANCHOR y- CAPACITY WHICH MAY BE USED TO QUALIFY MiamilIle product Control ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. TABLE NOTES: • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL)NSTALLATION METHODS. FIGURE 2: 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. .125" ® • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ` FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30° y\GENs�• �(� ,.' 4 3.250" No. 58705 )SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 'A' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED - • • . ® YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T5 AND BEAMINIMUM OF.125" "O ' . - 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 30°BAY Q�• STATE p • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S.OR 410 S.S. MULLION ORIDA.-.., ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ®NAL A./LY<�N11N1tiLLER, P.E. FL P.E.#58705 TABLE16A ® off o Mullion Capacity Table bslfts Opening Width(for vertically-spanrling mtllions)or Opening Height(for h&Zorltally-spanning mullions) - o` o 50 in 60 in 70 in 80In 90 in - 100 in 120 in 140 in 160 in 0 O Rectangular Trap/Tdang. Rectangular TrapiTdang. Rectangular TraptTdang, limm tangular TrapRdang. kOl ular TraplTdang. Rectangular Trap?dang. Rectangular Trate/Tdang. Rectangular TreatTdang. Rectangular 7raoa ding Loading Loading LoadingLoading Loading Leadingading Loadingg Leading Loading Loading Loading Loading Loading Leading Loading Loading oz ... 3-ZS"46 g g DEG.AL a a .� :�' a a a• :�' r ;^ z• a .z• .z• r a a �• x• a r a a LL BAY MULL '� .w 'N U N .. N s 0 n N N 5 Yl N N N N W N W N Nw� A N NW N N Y � w w N A N w N w w N 6w6a6d 6 dG n Ra n e O. 6Ln.O 4 66A Q aA n nt 1 �0 2 �� n 6G n W 6� /'U U 9 V 9 LU 9 V b U (_y (Y_ _ ry_ vE' CN N m CN pd LN pi CN � N p � =N - E � �C L � G� L '� GL Y � w- C L� OC L C Lw O w� OC L tO >o co C uo _ _� _ _ _ _ _ - Wer 3 9 uc P 3 a w S c aP 9 a ca y e -.� c d 5 c m i= P c m z rz M�. ¢ �� . ir �� re � �. ¢� �� off �-� arc '��. ¢ � �<. ¢a �e a � LU 12 wO42 in 170.0 620 170.0 435 170g 744 1700 478 170.0 868 170.0 5060 992 170.0 519116 170.0 521 170.0 1240 170,0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 w J rn48 in 170,0 708 170,0 524 170D 850 170.0 584 170.0 992 170D 6300 1133 170.0 661 275 170.0 677 170.0 1477 170.0 680 163.7 1637 170.0 680 140.3 1637 170D 680 122.8 1637 170.0 680 2: H m F- 50.525 in 170.0 747 170.0 5fi3 179.0 896 170.0 631 170A 1046 170.0 6H40 1195 170A 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170D 756 126.1 1552 170.D 756 iW.4 1552 170.0 756 • LLI ❑ 54 in 170.0 797 170.0 612. 170.0 956 170.0 691 170.0 1116 170.0 7540 1275 V0,0 603 170.0 7434 170.0 837 1552 1455 170.0 856 129.3 1455 470.0 961 710.6 1455 170,0 861 97.0 1455 170.0 661 K C3 O fn 60 in 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 t7g.0 8781 1309 17g.0 944 139.7 1309 170.0 996 125.7 1309 183.5 894 704.8 1308 157.1 8H2 89.8 1309 157.t 982 78.6 i309 157.1 982 F C-9 Z 63 in 170.0 930 170.0 745 770.9 1116 170.0 850 -162.9 7247 170.0 940 .5 1247 164.5 983 125.7 1247 t528 965 114.0 1247 744.3 952 95.0 1247 138.2 936 81.4 1247 135.7 935 71.3 1247 135.7 935 EL 6 11J Q ,c 66 in 170,0 974 f70.0 789 170.0 tf69 7700 903 148,4 1190 163] 985 .8 119D 147.9 945 115.4 1190 136.5 928 103.9 1190 128.4 914 66.8 1190 1%-5 so$ 74.2 1190 118.1 693 r25.9 1190 118,1 893 Z _ a N J s h c 72 in 161.6 1010 169.E 877 134.7 1010 144.6 859 115.4 1010 127.2 942 .0 1010 114.7 828 89.8 1010 105.6 $17 63.8 1010 08.9 807 67.3 1010 90.8 795 57.7 1C10 87.8 790 1010 87.7 789 w-a, J m '>0 J �a 8 �z 76 in 137.4 906 $43.6 792 114.5 906 122.0 775 98.1 906 107.1 761 85.9 906 96.2 749 76.3 908 88.2 738 68.7 906 82.3 729 57.3 906 74.7 716 49.1 906 71.2 710 906 70,6 708 N Q ti "< 78 in 127.1 861 132.5 754 105.9 961 112.5 738 90.8 861 98.6 725 79.4 861 88.5 713 70.6 86f Bf.o 703 63,6 861 754 694 53.0 851 68.1 W 45.4 351 fi4.5 675 861 637 672 z Z Q Q 0) tT g0 in 82.7 646 85.4 574 68.9 648 72.1 554 59.1 646 62.9 554 51.7 646 56.1 545 46.0 646 50.9 537 41.4 646 47.0 530 34.5 646 4t5 519 29S b46 38.2 S71 646 36.5 507 Q03a ~ W w o0 g096 in 682 568 70.1 Soo 56.8 568 59.1 499 48.7 568 51.4 491 426 568 45.1i 483 37.9 668 41A 476 34.1 568 38.1 470 28.4 568 33.4 459 24.3 568 30,5 452 568 28.7 447 in LU u N cf) D� w ❑ a 108 in 47.9 449 48.9 405 39.9 449 412 399 34.2 449 35.7 393 29.9 449 31.7 3B7 26.6 449 28-0 382 23.9 449 26.1 377 20.0 449 22.7 368 17.1 449 20.4 361 15.0 449 log 356 o LU rU 111 in 44.1 of UJ 425 45.0 385 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.5 425 28.2 352 22,1 425 240 358 18A 425 20Y 350 15.8 425 18.6 343 p U) F 120 in 34.9 364 35.5 331 29S 364 29.8 326 24.9 364 25.8 321 21.8 364 22.8 317 19A 364 20.5 313 17.5 364 18.7 309 U Lo Q 0 144 in 20.2 253 20.4 233 16.3 253 17.1 230 a Z m 0 a� O m� � m 3: m1Y TALE 16$ ANCHOR CAPACITY ADJUSTMENT FORMULA: U 6 Anchor Ca aci Table Ibs ANCHOR CAP.,"o,;,e„ _ ❑ `" ° Substrdie: 27k Concrete 3.5k Cone. Hollow CMU Filled CIVIL PT Wood Metal (DIR_j X( ANCHOR CAP.,,",, 576"Elco V4"85EIco 5/16"EIco 114"ssElco #tOsieel 9123teel s12steel \MULLIONCAP.,��,r,�,� PRODUCT REVISED Anchor Type: 3/46"Elce UBracon 1/4'EIco Ultracon 3/16"Elco Uitracon 1/4"EIco Uliracon A reGat., Ultracon AggreGator Screw(G5) Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Anchor Clip Patterns Ultracon ag Building Code Edge Distance(iN: t" 2-1/7' 1^ 2-1/2" 3-118" i" 2-VT 1^ 2-v2^ 2" 3-i18" 2" 0.46° 0.54" 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN NOA-No. 17-0630.01 Embedment{in): 1-3/4" 1-3/4" i-3f4" i-3/4" 2' 1-1/4" 1-t/4" 1-7/4" 1.1l4" 1-'.!4" 1-1/4" 2" 1-3/8" 1-318" ferias ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors@5"Min.O.C.1(2)2x5 Angle Clips/(Fig.1y 3901. 3901bs 4501bs B90[be 1700 Ebs 270 Ibs 280lbs 3541bc 740 lbs - 3741bs 72D Ibs sas ltrs 3atJbs 44z ms sso lSs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Anchors I.3.5^Min.O.C.!(2)2x5 Angle Clips/(Fig.2)r 780 lbs 78016s 7901bs 15701bs 25251bs 5401le 5601be NIA 11201bs 748 @s BBO Ebs 78921bs 6621bs 8851bs 1720 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchors @ 2.71"Min O.C.1(2)2x5 Angle Clips/(Fg.3): 7120 tbs 1120Ibs 95B Ibs 2246 Ibs 22541hs N/A 8401bs NIA 10591bs NIA 132016s N/A 1o221bs 1327 @s 16801bs MULLION. TWILL YIELD A MINIMUM ANCHOR By l Control CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Da Product Control ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: '.. TABLE NOTES 1)SEE SHEET 1 FOR INSTRUCTIONS 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 2: 3)MULLION AND MULLIONCLIPS 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. .125"' 45° �� :��_.• •.2l y • • ® FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��•'- d)CENSF �l� 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" No, 58705 _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - * _ • ® s • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OE.125" ^•� _ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45,BAY - / LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND O TAFE F MULLION � .(% THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. i F<ORIDP`. '' ANGLE CLIP(FIGURES 1-3) MUST BE USED IN PAIRS. \ A.L NNjMl M P.E. FL P.E.#58705 m I-i.000"-I ----� 1.000" 1.000" r=- o .125" - zs o 2.750" 2.750"a6l 25" 3.125"a5o( 25" 3.188"125" ,125" ao �[ 25"2.T16" N.265" :: o U375" .375" 0" " L .125" > Z " W I f r O LU J UJ 1"X2"X.125"MULLION 1"X2"X.375"MULL ION I 2,75"X.375"MULLION 1"X2.75"X.650"MULLION VX 3.125"X.5"MULLION 1.25"X3.188"X,265"MULLION L26"X2.11"X.125"MULLION � U7 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM, 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. F °' 2 X-SECTION X-SECTION XSECTION XSECTION X-SECTION X-SECTION X-SECTION M W O 0 2 In c5 CO 25" }-1 l-.125" -^I h^-.125" � g ( W a ~ TABLE A 'j � z U) Z STANDARD CLIP 2X5 ANGLE CLIP Z Z W z 2 2000" 6063-T6 ALUM. 2125" 6063-T6 ALUM. Dimension Value (in) For Mullion: W � � y `oU X-SECTION U-CLIP 2.000" X-SECTION - 71 A 1.625 r J d. ❑ ci rcZ I 1 6063-T6 ALUM. 1"X2" X.125" Q .125" X-SECTION .125 B 2.654 Aluminum z F- U C 0.895 Tube Mullion F Q Z N .125"� f rL I D 0.740 a Q d o do --i .740" F-- A 1,126 5.5oa" B 2.404 1" X2"X.375" N W O .375" 3.125 -j CUT HERETO .375" C 0.635 :] co o) Aluminum _CREATE F-CLIP,SEE MIN. 5.000" F- F- },- rH Tube Mullion = U Q � MIN. I DETAILF,SHEET4 .375"MIN. D 0.490 9 < o� z Q p .338"MfN. to ,_ mQ mp FCENTrROF r------- i A 1.875 1"X2.75""x a :e---- OA A u-CLIP A L ,_ ----_-__-_ B 3.000 .375A[uminum O LL 6063-T6ALUM. --- pXSANGLECLIP C 0.757TOPVIEW rube MullionL6063-T6ALUM. D 1118 PRODUCT REVISED STANDARD CLIP TCPVIEW ascomplying with the Florida CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A q 812 Building Code6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-18 FOR THE g 3.0001650°"XNOA-No. 17-0630.01 HOLE MUST LIE TOPMEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHORBOUNDARY,SEE HOLE MUST LIE SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED HOLE DIAMETER:ANCHOR DIAMETER+1116". C 0.47fi AlUnllnUm Expiration Date 05/26/2021 . DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY,SEE D 0 836 Tube Mullion By Produ DIAMETER:ANCHOR DIAMETER+1/16'l SHEETS 5-17 FOR THE - ct Control " ANCHOR O.C. TABLE B A 2.000 DISTANCE.MAXIMUM PGT Part# B 2637 1" X3.125" X _ ANCHOR HOLE Muff Dimension sheet .500"Alum 5.500" .375" DIAMETER:ANCHOR ( Mullion Std. ClipOffsetCli V-Clip Angle CII C 0.863 Tube Mull .375" MIN. DIAMETER+1116", P P 9 p D 1.137 MIN. 1"X 2"X.125" (5) 66605 666113M 6661118M 666243M 666511 M A 2.625 1"X 2"X.375" (6) 666006 666114M 6661119M 666244M 666512M B 3.262 125"X 3.188" i�------------r-----------, X.265"Alum 1"X 2.75"X.375" (7) 66607 666115M 6661120M 666245M 666513M C 0.862 Tube Mull B 1"X2.75"X.650" (8) 66608 666116M 6661121M 666246M 666514M D 1,762 D 1,26"X2.11"X Y LY it j i 1"X 3.125"X.500"(9) 66637M 6661116M 6661114M 666242M 666515M _ J 1.25"X3.188"X.265" (12) 66641M A 1.813 ,121"Alum !N/A 1117M 6661113M 666241M 666516M c1�',-•• 41GENS�'• Tube Mull 1.26"X2.11"X.125"(18) 69370 N/A N/A 666517M 0, 58 705 O OFFSET CUP NOTES: .125" 6063-T6 ALUM. TOPVIEW - 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. .740"-1 Q�•, S TEOI -----1 � 2)SEE SHEETS 5-9, 12& 18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C. DISTANCE. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P. 58705 -1 1.000" 1.000" f-- 1.062"-1_ 740" N .Q63" .385" a o 062" --{ }--.125" .438" O 4.000" .125" �5 4.OII0" 4.000° STANDARD CLIP o 2.625" 2.000" 6063-TE ALUM. 2.125" .125" 2.000" 2X5 ANGLE CLIP E J X-SECTION U-CLIP LL I 6063-76 ALUM. .125" I 6063-T6 ALUM. LO .125" A25" X-SECTION X-SECTION .125" N .031 Z N N U .126" W W .125" ,� CENTER OF ANCHOR HOLE MUST LIE WITHIN THE O S 375" -155' 375" DASHED BOUNDARY.SEE SHEETS 10-2C FOR THE U) 'T _f ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 0, 9 = 1.X 4"X.125" T"X 4"X.375" i 1"X 4"X.375" i 5.500" HOLE DIAMETER:ANCHOR DIAMETER+1116". W 0] o o MULLION MULLION "T"-MULLION CUT HERE TO 5.000" 02 Z cbj 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 375" 3.125"- -i CREATE F-CLIP,SEE '375' .375" 0 c0 X-SECTION X-SECTION -SECTION r- MIN. I DETAIL F,SHEET 4 MIN. 6 Z ONLY ON 1.25D"-"-{ 7-- W z _ 'MULLED' 1.594"- , r_------, .375" CENTEROF --__ Z a 1.594" MULLED' r------ i VeRSION 1 ANCHOR HOLE i----� _--_-------� 375" - � °�' s mQ I i I I I MUST LIE WITHIN I _I MIN. S m $ J do Z i THE DASHED I i Q J BOUNDARY.SEE _ F SHEETS 10.17 I I z 2.875" I _ � _ I I I FOR THE rn .1001, i f ANCHOR O.C. F- 3.250" 3.94° I i F t DISTANCE. j U) z 8 "d 19 MAXIMUM N 3.250" i I ANCHOR HOLE W 0 w IS y Y a.6524" DIAMETER: J ANCHOR L-------------------�_- ,624" b1AME7ER+1/76". Q Z O O I 2X5 ANGLE CLIP D-.820" 820" STANDARD CLIP U-CLIP - 6063-T6 ALUM. fi063-T6 ALUM. 6063-T6 ALUM. o; 1.250" t250" -�{ 820" I-- CENTER OF ANCHOR HOLE MUST LIE 70PVlEW TOPVIEW TOPVIEW ' 1.25"X 3.25"X.100" 1.25"X 3.25"X.624" WITHIN THE DASHED BOUNDARY.SEE 1,25"X3.94"X,624" SHEETS 10-17 FOR THE ANCHOR O.O. TABLEC TABLE C, CONT. PRODUCT REVISED MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE as complying with the Florida 6005-T5 ALUM. 6005-T5 ALUM. MULLION Dimension Value Qnj For Muiilon: Dimension Value (in) For Mullion: Building Code X-SECTION X-SECTION 6005-TB DIAMETER:ANCHOR➢IAMETER+1/i6", NOA-No. 17-0630.01 X-SECTION F 3,687 1"X4"X F 1.938 1.25"X 3,25" G 'L000 ,125" G 0.500 X.624" Expiration Date 05/26/2021 3.469" 5.500" H 2.680 Aluminum H 1.438 Aluminum O 12.661"QN , 125" .375'N.'� I 3,000 Tube Mullion I 3.625 Tube Mullion w BY ` 375" Lw Miami Dade roducf Control 1.877" I � MIN. � F t27 1"X4"X F 2.825 7.25"X 3.94" , G .375" G 1.125 X.624" LU r--- ---� 1 r-------i H Aluminum H 1,500 Aluminum i I Tube&"T' 1 3.250 Tube Mullion x I I F .26'X3.25" F 2,813 30'Ba Mull af .125" I i I I G X.100" F 2.875 45"Ba Mull .125" 45" 2.250" i I i j 1 H AluminumqHf uba Mullion V 50"45"BAY MULLION 3.250" i I i TABLE D Z 30"BAY MULLI6063-T6 ALUM. i i i I w V11111t !/1//7 6063.76 ALUMX-SECTION -- `- ------' Mull Dimension PGT Part# ^� O� •. /�/X-SECTION (sheet#) ,]Mul€ion Sid. C€ip OBset Clip U-Clip Angle Clip ^\ �`` AOFFSET CLIP 1"X4"X.125"(t0j 69364 666111M 66'61122M 666241M66.125" 6063-T6 ALUM. 1"X4"X.375"(11) 66610 666112M 6661123M 666242M 666519M _- * : No. 58705 -228 --,981"--� •226"� �...-g81".-1 TOPVIEtM 1"X4"X.375""T' (11) 66653 666112M 6661123M 666242M 666519M a - 7 ,p,• e i NOTES: .740' '.. �. 1,25"X3,25"X.100"(13) 20160/20312 6661127M 6661 224M 66fi24fOM 6665115M r 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25"X3.25"X.624"(14) 201el/2031$ 6661128M 6661125M 6662411M 6665116M ��,r'., TE O 1.251'X3.94"X.824"(15) 20152 6661117M 6661126M 666241M 665517M 'toRiOF',.•• 2)SEE SHEETS 10, 11, 13-15, 19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS, 30 Degree(19) 66649 N/A N/A WA 6685t10M '�/ s �� /a••,.-•••ENS ,` 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 45 Degree(20) 66650 NIA N/A N/A 6665111M a / `NAL1111F\�� O A. LYNN MILLER, P.E. O FL P.E.#58705 TABLE E Mull Dimension PGT Part# (shee4#) Mullion Sid. Clip U-ClipAngle Clip � j ' .125" 2"X 4"X.25" (16) 66602 666261 M 668271 M 6665112M F 2"X6"X.25" (17) 66604 666262M 666272M 6665113M STANDARD CLIP LU•CLIP 2X5 ANGLE CLIP 2.000" 6063-T6ALUM. 60B3-T6 ALUM. 6063-T6ALUM. az U NOTES: X-SECTION 2.125" X-SECTION 2.000" XSECTION LLO N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING '12r'" .125" .1251, o U m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. - > TWO m`N� �2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE W 2 HOLE LOCATIONS. "--i �1.440"-- ] W OILA 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. W co 5.500" - CUTHERETO h ry fY S 3,500" CREATEF-CLIP, 5.000" = V 0 o FS- �` 375" O W o .375" I SEE DETAIL F, 375" (n MIN. ( r-SHEET4 MIN. 375" MIN. ¢ m ZO co W F- O -------- ---I-- ------- -- -- ci Z z --------------- z z Wz 2 i ri m Y oU 4.000" ? a o b ZZ .250" 2„X 4"X.25' j I + 3.438" rC - - - - - - ' 'j MULLION i z Z Q 6063-T6 ALUM. 3.438" I F- Q Z X-SECTION ' .375" a Cl) z o 00 --------------1 MlN. o W O �- ---- --I--- IF UJ I I j I L © J U) co L- STANDARD CLIP /C-ENTER CLIP,6063-T6 ALUM. 2X5 ANGLE CLIP U CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6063-Tfi ALUM. d C Z U1 0O .250" WITHIN THE DASHED BOUNDARY.SEE TOPVIEW R 2"X 4"MULLION,SHEET 16 WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. SHEETS 16-17 FOR THE ANCHOR O.C. - aY. m O m0 DISTANCE.MAXIMUM ANCHOR HOLE NCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1116" DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+t/16". SHEETS 16-17 FOR THE ANCHOR O.C. _ PRODUCT REVISED 5.500"� DISTANCE.MAXIMUM ANCHOR HOLE Building complying with the Florida CUT HERETO DIAMETER:ANCHOR DIAMETER+1/16". Bonding Cotle 3.500 � CREATE F-CLIP, 375, 5.000" NOA-No. 17-0630.01 ,375"� SEE DETAIL F, MIN. r-SHEET4 MIN. CL .375" Expiration Date 5/26/2021 J _ 375" By -------------� Miamr de Product Control I I I I I I I I j I I I i I I I I I I I I I I I I I I I I I I I 6.00D" -I_ - _ _ 4.688" rL .250" - - - I 5.438" 5.438" 5.438" 1 1 1 1 1 1111 2"x s°x ss �`.''��lY LYN/ly MULLION I ± `:P��,•' LICENSE'•f`t�� 6063-T6 ALUM. I j X-SECTION I I i I I ` � :' NO. 58705 .375„ - ------ ---- I------ ' � MIN. 'p : ,. pp,!! • .250" STANDARD CLIP U-CLIP - 6063-T6 ALUM. 6063-T6 ALUM. ZXSANGLECLIP i� ss Rl�R.•' G\?� TOP VIEW USED FOR 2"X 6"MULLION SHEET 17 6063-T6 ALUM. TOPVIEW TOPG A. L fLLR, P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION 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+60.0/-60.0 PSF- m m NO ANCHORS IN HEAD 1)INITIALLY ASSUMFNG THAT A P'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32+32+1"=65'.REFERENCING SHEET25,THE COLUMN USING ® oN o "' -- 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 >-M DESIGN PRESSURE OF+60.0160.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE- 04 0l \ zW LL SEE 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 �> = O FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. PRODUCT'S SHEETS ^ w APPROVAL 2.3 FROM TABLE 4A,SHEET 8,THE 1"X 2.75"X.650"MULLION(LENGTH=72",OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE LL 72" OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS, MULLION N LENGTH 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 2X5T -5 . m U 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. s wN� W SEE LLI DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL = /SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE f 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. ri) -5 IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W JcR) NOANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF: m 32� MULLWIDTH636LBS `(60 PSF)X 2 7 PSF =524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 46)OPENING WIDTHz THE BUILDING SUBSTRATE IS KNOWNTOBE CMU ONTHE JAMBSAND USESACONCRETE HEADERAND SILL.THE WINDOW FRAME DEPTH IS 2-3/8".THEOPENNG REQUIRES ADESIGN PRESSURE OF+50.0/-55D PSF. FOR THE VERTICAL MULLION: d r .-- .-- z Q CN O 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1"=105"AND THE OPENING WIDTH IS 36"+36"+1"=73".REFERENCING SHEET 25, d Z N r THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8"AND WILL co to ~ CD m y0 00 EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. L LU or" o SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2,75"X.375"MULLION(LENGTH=108",OPENING WIDTH =80")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF Of � MULL WiDTH�' SHEETS 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. (, O FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(LENGTH=108",OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+/-64-7 PSF WHICH EXCEEDS THE REQUIREMENTS Od.. o LLJ z FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. SEE SEE -n .. m0 SO 32 FENESTRATION DETAILS, 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 � " PRODUCT'S SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WIDOW WIDTHS MAY BE REDUCED TO MAINTAIN ~ ��APPROVAL SHEETS THE 73"DIMENSION(35-1/2"+35-V2"+2"=73"). PRODUCT REVISED as complying with the Florida 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 Building Code VERTICAL 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. NOA-No. 17.0630.01 MULLION �' \_SEE L SEE USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1/2"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND Expiration Date 05/26/2021 I LENGTH THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. ❑ �,,,$ SHEETS 2 DETAIL E, / OPENING SHEETS z-a SHEET FOR THE HORIZONTAL MULLIONS: > By `--- - HEIGHT w Miam�-l)ade Product Control FOR 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 w MULLION 72" MULLION TYPE COULD BE CHOSEN. - , F 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72"+2"=106". REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE 0 USED, FROM TABLE 12A, SHEET 16,THE 2"X 4"X.250"MULLION(@ LENGTH =42",OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+�-170.0 PSF WHICH EXCEEDS THE X REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. V, SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" d SHEETS 23 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 z(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 C ANCHOR CAPACITY OF 521 LBS. \. �aNY LYNX ~MULL LENGTH MULL LENGTH 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER AND THEREFORE SUITABLE, C, �•' L\CEN`q�. ••(� ,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS-THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW, y l NO-58705 FROM THE ABOVE STEPS OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; +/170 0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU; +/170 0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). SATE 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 K Ais7C)I ALPRODUCTS,WILL APPLY TO THE L�, ��` - ACCORDANCE WITH THE INSTALLATIONALL ASSEMBLY, FINAL SPECIFICATIONS INTOESIGN PRESSURE REQUIRES THAT THE RESPECTIVE SUBSTRATES AND FENESTROTH THE MULLION AND THE ATION PRODUCTS TO MULLION, A.PRODUCT BE INSTALLED IN o A. LYIVI�illll'ILLtF, P.E. - O FL P.E.#58705 m EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL?RIANGULAR LOADING: m w 9 Cn m by O N I ❑4 0 � I O I PW PW Fw a F PW j oz cwi I � J I I / I LID SH/DH SH/DH SH/DH PW PW > z inN W W Q U I N O = m Lr oo / / W o LOADING OFVERTICAL MULLION LOADING OF VERTICAL MULLION j Z:) M W SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS -� 1— U9 a NDR ¢ Z _ U a Q SGD z m NU I LOADING OF VERTICAL MULLION w PW 1 (/� d �O W ❑ �Z LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q Qa h PW I F Q X ..z m m PW PW d U) W 90 6C I - PW I PW LU 0 F- 1- Q U SH/DH SH/DH SH/DH SH/DH Q -j Q O O Ft�� _ } a Zm0 0 I 4 a m 1 SH/DH O �, v 3 � / U 1= ❑ m n � PRODUCT REVISED as complying with the Florida -------------- LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION Building Code SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j r� ` ( NOA-No. 17-0630.01 PW PW �/ HR \� 1 Expiration Date 05/26/2021 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By MULLION Miaifil-Dade ee Produce I I P HINGED 1 NOTES: DOOR PW PW I 1 1)DRAWINGS ARE TI I RERESENTATIONS OF TYPICAL - I � PW CONFIGURATIONS. PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM 00 THOSE SHOWN. j 2) IF THE LOADING TYPE CANNOT �•``o�Y L I BE DETERMINED,USE YNX PW PW j PW RECTANGULAR LOADING. 3)SEE PRODUCTS'APPROVAL FOR No. 58705 I ACTUAL ANCHOR LOCATIONS. _ •; _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I a _ '�o••G f A • PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I St TTTHHH O00 - 4' 1 44j SGD R� '• �C/� LOADING OF VERTICAL LOADING OF HORIZONTAL - A. LYNNIM)I>•d P.E. MULLION MULLION FL P.E.#58705