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Home My WebLink AboutProduct Approval (2) MIAMI- 1v1L4AH-DADS 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 OA www.miamidade.%!ov/economv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed arid 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 bel w.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 prod t or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requireme ats 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 manufact rer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P ., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance nu er and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with 1he 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 term nation 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 advertis ng literature. 1£any portion of the NOA is displayed,then it shall be done in its entirety. 1iNSPECTION: A copy of this entire NOA shall be provi ied to the user by the manufacturer or its. distributors and shall be available for inspection at the job site a t 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. 4ROOM. NOA No.17-0630.01 MtAMi DARE COUiVTY Expiration Date: May 26,2021 11i1i 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 NDA No. 10-0819.05) 2. Drawing No. 6300JR, titled `=Impact-Resis ant Aluminon 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 AnthonyLynn Miller, P.E. B. TESTS I. Test reports on: 1)Air Infiltration.Test,per BC, 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 Lo Lding per FBC,TAS 203-94 6) Forced Entry Test,per FE C 2411.3.2.1, and TAS 202-94 along with marked-up drawings and ins allation 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, an addendum letter dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA-No..10-0819.05 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014) and with FBC 61h 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. r l - Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC- Edition (2014) and FBC-601 Edition (20147, dated 06/22/17, issued by manufactirer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest cAted 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,F.E. G. OTHERS 1. Notice of Acceptance No.. 16-0218.03, issu d 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. i . i 3 e x t c 1 4 F,. ' f i f� C Jorge M.Plasencia,P.E. a P duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 s Approval Date: November 09,2017 } E-2 l • a e a R SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE ANDSMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICALAPPUCATIONS'ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE -NOTES.......,...._....._,.....- - . .... ... EVALUATED BY AN EXP IF RIENCED INSTALLER FOR THE BEST INSTALLATION METHOD,OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS, INSTRUCTIONS FIGURE t ELEVATION$ ......................... F 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD..._...._............ ;e CPENING WIDTH FOR VERTICAL MULL ARCHES TO HE MULL TO IX&MASONRY_-2 MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED A8'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES-...............2 Beg DLL ETAILS RECTANGutAR OF MORE THAN IW FROM THE CLIP. MULL TO MASONRY_-_.„._......._.3 U) MULL TO STEEL STUD_.3 CIL 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE VONDLOADS;CORRESPONDING TO THE REQUIRED MULL TO MULL...................... 3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN11180.THE 113 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS "IX2X.126 MULL SPR0S..__,.'_..5 AY MULL INSTALLATION.............4 T z w IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFWOODSCREWS. w 0 I X 2 X.375 MULL SPECS.............6 OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYO' SF 4)PROPER SEALING NO THE SCOPE OF THE _j 1 X 2.76 X.375 MULL SPECS __7 U) INSTRUCTIONS. I X 2-75 X.66 MULL SPECS_.._.._.8 S DETAJLS z ISE 1 X3.12SX.500 MULLSPrCS, 9 (9 LU 0 c.— ATHRUG; SEE 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.12S MULL SPECS 10 IR im C> (13 SHEETS 2-4 AN FOR THE COMMON MULLION,SEE EXAMPLE$ON THIS SHEET AND SHEEr 24.FOR MULTIPLE UNITS,CONSIDER i X 4 X.375 TUBE MULL SPECS_111 c) w A THRU G; I X 4 X.376"r MULL SPECS.......1I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THELOWEST DESIGN 0 SHEETS 24 1.25 X 3.188 X.265"AL SPECS.-12 z PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. t.25 X3.25 x.180 MULL SPECS, 13 d OPENING 1.26 X 3.26 X.624 MULL SPECS._14 9 VERT. HEIGHT 6)WHEN F1N0tNGYOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TOrHE NEXT SIZE SHOWN ON THE TABLE(S). 12SX3. X.6Z4MULLSPECS 15 Z MULL 94 LENGTH FOR 2 X 4 X.26 MULL SPECS-...., Is z MULHORIZONTAL L 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 8 X.26 MULL$PECS--..-,--..17 :3 <IL Lz_ SEE DETAMILE. BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 11.28 X 2.11 X.126 MULL SPECS_18 0) cf) -SHEET3 3'X325SAYMULLSPECS 19 -, 0 LU ZZ AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 4a 3 z r x 325 RAY MULL SPECS.-_.__20 REACTIONS. MULLION&CLIP DIMENSIONS,.-..21-23 6 z EXAMPLES I&2..........._......-....._.24 z I ;b FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;FLCO ULTRACONIAGGRE-GATOR NOAS LOADING EXAMPEii...',*,'--'.*..'.'.,.'-'.'.-.'25 160 jjcD _PRODUOrSMAY fn BE OF ANY TYPE, 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING N U.) MUSTBE LU MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH z III BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. w 0 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ (n (D 1§0 BJZ) SEE DUAILSA D_' 4: ORIZONTAL A-D�Gjt 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING 8 a - MULL SHEETS 24 WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. PRODUCT REVISED LENGTH HORIZONTAL as Cntn 1q i»gg With th.Florida MULL LENGTH INSTRUCTIONS: MOA-Mo. 17-0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DES E--OPEMNS-USING-THEASCE-7-�NDARD_ Expiration n5to 0512612021 2)CHOOSE A MULLION TYPE THAT WILL FIT,THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 'By OFIRM_'wtDIH__1 f--HORM MULL LENGTH .--41fgProdw� LSm4UGLTLH I , . F� 'f 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS�RECTANGULAFV OR`TRIANGULAR9-RAPEZOIDAV� F OPENING 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY"S/M FROM TABLES 1A THROUGH ISA,ON SHEETS CTHROUGH 20 RESPECTIVELY,USING HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE OPLI MULL FOR LL HEI GH'NTG LENGTH 00, HOR 0or VERT. MULPIGN CAPACITY(LOSM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(W&FP)FOR THE OPENING OBTAINED IN MULL MULL ST 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE L L L LENGT REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. '�\\\ /I SINGLE MULUCIN 411 , SINGLE MULLION FCCRPVEER�T 61CWALDMUL�L 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE N .......... OPFNINC ,JGEN __�FORVVRTIa,-.TNU.L ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPAC;rFYJS MET. SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LBS/M OBTAINED IN THE TABLE Is HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LOSIFT' FOR THE z Ar No.58705 FROMFIGURE I ABOVE. • OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE :2017 FLORIDA BUILDING CODE(FBC),6TH EDMON_ 11j 8)VERIFY THE DESIGN PRESSURE RATING(LBSIM FOR THE FENESTRATION PRODUCT BE USED AND COMPAREWITH THE FINAL MULLION —T,4 2014 FLORIDA BUILDING CODE(POC),STH EDITION ATE 0 /.Z, -ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY ILBSIFT2)OBTAINED FOR THE MULLION SYSTEM-THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION *ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. ...... -AISI 8100-12 IONAL IF AISC360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION W14EN USING THIS NOA TO APPLY FORA PERMIT, A.IYQ4M=ffM,`IN\E. FL P.E.#58705 DETAIL A DETAIL B: MULUON o . MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TPER VP.ANCHOR i OR WOOD FRAMING WOOD BUCK AND MASONRY A3Y O MBM SEE SEEK TIABLES IB -138 (STANDARD CLIP SHOWN) avOTHERS. a (OFFSET CLIP SHOWN) �H�11. 5 U MULLION I I "'�' .i`.; ..•'.' C3 E1 CV z W I I I SEE SHEETS I MIN z LU 2.7 KSI .r, EDGE W x 21-23 FOR HOLE d I I I CONCRETE OR CMU'•'i 1075TANOE, W j 1 I I F--1-SEE SEE TABLES D' U) SEITHE LOCATIONS ° a I EDGE DISTANCE STANDARD OR 18-138 OFFSET MULL EDGE c I a FOR MASONRY S2 W Q O ~ DISTANCE ANCHORS z O W INSTALLLLEDeBY d I I SCRREWS •� o I I I SIDE VIEW OZ THIS METHOD. a L 2SO-MAX FOR °�d a F- z Y ALL MULLIONS a d a EITHERTHE V Q STANDARDO a •d ° OFFSET MULL ° < ? 72 d!() .de CLIP MAY BEaO d ° INSTALLED BY F- Z EXTERIOR THIS METHOD. Z n <d' EDGE 6 O I-- . d DISTANCE Z Z O Z N MASOFOR NRY Q O THE OFFSBT LDPIS ANCHORS EO�O .a RECOMMENDED FOR J rn B FlOWS.B T EXTERIOR ed a WINDOWS,BUT MAY r F Y Y ALSO BE USED FOR 9 U Z Q O O ' OTHER FRAME TYPES. � 31. — Z g kO s0 Ko TYP.Aria+La 8 . TYP.ANPFR SUBSTRATE TYP.ANCHOR PER SUBSTRSrR ATE. SEE TABLES 16138 PER SUBSTRATE. SEE TABLES 16160 PRODUCT REVISED S -TABLES IS EDGEIEND BUCKSTRIP as complying Wlth the Florida SETANCE Building Code ETABLES ATTACHMC-Nf NOA-No. 17-0630.01 4 BUCKSTRI1B-t38 T -EMBEDMENT' BY OTHERS, Expiration Date D5/ 6/2021 .. ATTACINENT S E BY OTHERS, By •.,!' 1' •"' Mlaml Product Control SEE NOTE I, % ` •• + SHEET 1. "- MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES: 1 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 11t t l 111I I1j 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 't�••�,ICENSF'•.�( M ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE No.5870 j* FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. =* _ 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. - = t`j� 4)WOOD BUCKS ARE OPTIONAL,SFE DETAIL C,SHEET 3. �T�'• i 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. A.LYN��IILILER,P.E. FL P.E.#58705 i I DETAIL E: DETAIL C: -- — -- --- -_ -! .1zsMN. MULLION TO MULLION "al MULLION DIRECTLY ATTACHED TO INTERSECTION__ -.NOTES: MULLION (U-CLIP) - - -- - MASONRY STRUCTURE . ' 1)MAY BE INSTALLED IN'TEE'OR'CROSS' o (STANDARD CLIP SHOWN) INTERSECTIONS. 1~ VARIES s$ ! 2)MAY BE INSTALLED HORIZONTALLY i I TYP ANCHOR (SHOWN)OR VERTICALLY. STANDARD OR 1 PER SUBSTRATE, N ! SEE TABLES IB-139 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 C.7 cuPMA eE TOP VIEW FOR CORRESPONDING MULLIOM CO M I INSTALLED BY !j I ! LU E DISTANCE MUWON Z EDGE W THIS METHOD I 2 ia�6. FOR MASONRY W 0 4 ANCHORS VARIES Al2 STEEL SCREWS, Tn SELF-DFULLINO OR PRE-ORILL0.�o ' y MULLION AND USE SMS Lq W }- Fe cc a 8 w EXTERIOR °` c a MULLION Oto zz� EDGEDIST'ANCE a THE OFFSET CLIP IS FOR MASONRY ,� RECOMMENDEDFOR Z ANCHORS - FIN-FRAMED LINT.RSECTION ``'••--�� N z c ML)LSOBEWINDOWS, SUT MAY U-CLID O'2 'TO ALSODE U9EO FOR5'}-c TZ ` ,A OTHER FRAME TYPES. EXTERIOR t3 Q 0) n i TYP.ANCHOR ''d Z F a- i PER SUBST E. 4 •C) . Z z Z Q N OS TABLE313-738IL-9 ,�( Q z, TYP.ANCHOR SEE SWEETS 21-23 FOR BUCKSTRIP a g PER SUBSTRATE, HOLE LOCATIONS Q y $ $ AND SE TABLE9IB•13B .,�. � ...J FRONT VIEW EDGE W I ....•- ATTACHMENT Y OTHERS. _ STANCE SEI TABLES EMBEDMENT BEEHEE71 t• 16-I3B F' ~ I S i J� "'•+ :.`-.•,. , 4•. �`•- • EDGE S R Z 0 I DISTANCE C. . E m so MIN 27 KSI CONCRETE OR CMV MON 2.7 KSI CONCRETE OR CMU 9.138 SEE LES SIDE VIEW V FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED 8 MULLION ATTACHED TO as complying with the Placid. STEEL STUD eeuatog Code (STANDARD CLIP SHOWN) NOA-No. 17.0630.01 INSTALLATION NOTES:. HH w ExPtration Date 06/26/2021 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. qVIEWl"..- TYP.ANCHOR 6 TEABLES IB-1.2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION5E[:9HEETSONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE E SHI FOR00RRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLEFOLLOWING SHEETS-FOR DETAILS A-D,EITHERTHE STANDARD OROFFSET CLIP MAYBE USED. ` LOCATIONS3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. �.` MULLION4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET.5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE \DISTANCE \ELCO LiRACON OR ELC411d'S.S.AGGREGATOR MASONRY ANCHORS. sTEEL S uDs THINNER THAN SEETABLES . ` , LYMNFROA AND COMPLIANT WITH THE FL BUILDING 18.138 •.• 1OENs !�JE,A 2X WOOD BACI(ER MUST USED. qs.' e !�. ATTACHMENT BY OTHERS. •: '- EXTERIOR use WOOD ANCHOR SPECS SIDEVIEW Tk' ND.58705 NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD - ATE ANCHOR VALUES MAY BE USED. i�•^S\ T F• 2)SEE CORRESPONDING MULLION TABLES, "•- ,,� SHEETS 5.20,FOR QUANTITY OF SCREWS. t�!S �•E. FL P158705 ----- --- DETAIL-F: - -- DETAILG: _ h$ --- DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION' (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) a 0 SEEEvETAtLS A-0, e2 V SHEETS 2 AND 3 FOR INSTALLATION 30*OR 45' J TOSPECIRC SUBSTRATES. - BAY MULL u MUUUON N U' O W L z w 0 0 0 0 0 0 0 ° z J � 0 O TOP VIEW LL= s SIDE VIEW I "� F W U 6 SNONM cn MULLION LU I TOP VIEW I I I M ILL � (� .EXTERIOR rnsues"rRAFE, j hOR p Q t I i j SEE TABLES 158 OR 16B z B U I TYP.ANCHOR I 1 STANDARD MULLION CLIP ( PERSURSTRATE, i I EXTERIOR by MODIFlED TO FR FIELD I I SEE TABLES 10.148 41 i J CONORIONS. I I I I I Q z j I 2'X8-ANGLECUP, z Q N W I I I 2 PER MULLION END,MUSTEE p I I I INSTALLED INSIDEOFBAYMULL Z LION C {p U) b° a i O ct ©� Ij I I 2"X6"X.125' F II 1 1 ANGLE CLW, F (L I I I I 2 PER MULLION M. z Q I I I MUST BE INSTALLED Q. p i INSIDEQFMLL zm0 I "'�TYRANCHOR PRODUCT REVISED PER SUBSTRATE, as core i I with the Florlda SEE TABLES 18-198 SUIidMB Code INTO WOOD. NOA-Na. 17-0630,01 STEEL,ALUM Ext l-tltln date $/2_6/2021 i INraMUORMASONEELSTANDARD BE EXTERIOR - ALUM,CMU OR MASONRY MODIFIED M�PIELD. PJCfERI6KBY �y u EXTERIOR � Mlam�~~P`roTUc!Ctlntraf (gyp� GE �-,�'` (}c INTO WOOD,RMASONRYSa ALUM,CMUMUDR O EDGE DISTANCE PERANCHOR I DISTANCE �———� W 1 I I 1 PER MEE NOTES FOR INSTALLATION OPTION G&H: �a4NY LYNN ",�, G NOTES FOR INSTALLATION OPTIONS P: t)USE 2 ANGLE CUPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION, z 1)DETAIL iS NOT APPLICABLE FOR THE BAY OR 1.2fi"X 2.11"X.125"MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE _` *' NO.58705 = LOCATIONS. a _ j,/('" '; *.= 2)SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS'. — '"4 3)DETAIL H:SEE TABLES 158 OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE 2 0- ` 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ® %�,.n••., ATE ��^.` Sj'0NAL vA%, � a A.L'GNMUNAL ,P.E. F FL P.E.#88705 +! i TABLE to 9 h Mu10ori Capacity Table sift u� F Opening Width(torwrtica4y�spar9 I mm7or>.s)or OpenGng Height(forhodzDrtaHy-spaWngmuTiorm) ---- -- - --- a'-a 5 601. -'60 to TO to an to 90in /00 in 120 h, 140 in 160 la Rattan lar Te nano. ReclanpW Tra den RaelengWer Tm i W 9u p7I prr S. prtnarlg„ Rtctmlgular TIBpRdand RaatargNar 7rapmiarg. ReotangWv Tmp/'Meng. Retlanwim' TmpRdan9. RoctangWar o 1 X2X.125 Loodn9 L-drl8 Ltcdng Laadn9 Load g Laad.0 Lo 9n9 Ltodlding Loadng L..ft L-0. Loadn9 Lnadn Lambs L do L dbgg. Rettangg TL-Mg9. 9 9 8 dhg Loadhg Leadn9 Alum.Tube MDIRDnG �. s � '1 1110 1 21 U w 42 to 111.9 408 129.8 332 93.2 408 ti8.6 325 79.$ 408 107,8 321 [24.0 406 104.; 319 62,1 408 10.4.0 319 53,9 408 10{J1 319 46.6 408 104.0 314 39.9 408 104.0 319 35-0 408 104.0 319 rp _f x u 48hr 74.8 312 63.8 258 624 312 73.4 252 53.5 312 67.0 248 312 033 246 41.8 312 61.3 244 37.6 312 fi1.a 744 312 312 81.0 244 28.8 312 01.0 2M 23-4 312 81.0 2M lC J 50.626 In 69.9 281 706 234 63.2 201 81.5 228 45.8 281 55.7 224 281 321 222 315 281 80.1 720 31.8 261 49.3 210 36.0 281 49.3 210 22E 201 49,3 219 20.D 281 49.3 219 W C 61 to 52.6 '247 57.6 207 {3.9 24T 49.8 202 37.8 247 44.8 499 24T it,6 188 29.2 247 39.4 184 26.3 247 38.4 193 21.0 247 3&i 193 18.E 247 38.1 193 16-4 247 38.1 193 CG m to soh 30.4 200 413 170 320 200 76.4 168 27.4 200 31.8 183 200 20.9 160 21.3 200 Z7.1 159 192 200 25.8 157 16.0 200 25.0 158HC° w631n 33.1 181 35.3 183 27.6 IN 30.3 02 23.7 131 26,9 149 101 24.5 146 18.4 161 22.E W 16.6 t6f 21.7 143 � Q6661 28.8 168 30,8 142 2kD 185 Ze.t139. 20.6 168 23A 436 1-15. 21.0 134 Z U) Z 72h 22.2 139 23.3 120 10.5 119 18.8 118• 0 139 17,5 118 La `ted W v 'nom 781. 10.9 125 19.7 IN 19.7 125 40.8 f07. Cn o i; Z 78h 17.3 118 fe.2 104 a ¢ J r TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: D h Z m Co Anchor Capacity Table b6 - a CO o-•o ANCHORCAP.t,,,,,as cli 806s[rot8: 2./k Comreta 3.Sk Gana H.1-CMU FNed CMU PT Woad Metal (DP)X{ ,=ANCHOR OAP.as n - MULLION CAP.,,v„,a, Nth•Eton itr ss Etwr NSB'Eko 174•ss M. 8i0 Steel 612 ahel 1112 steel W Y Y ArchaType 3tf8'Eito Nbacen u;'Eito Ulmcan 3'46•Zito UBrman iM`Eha Uitracm i x Anchor Clip Patterns ulOMNI Aa9rocator Ultmom AggmOstor SUM(G5)screw CGS) saew(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR y3 tL' CN Edge[;stance{mk 1` ztrr 1" 2-1a' 34W 1` 2-fa' 1" 2-1@• 2- 3.1/6' 7 0.46" 0.542 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN ti V x Q Enlberhn .ad(In 1-374" -1-]74" 1-3/4' L314` 2 1-u4` 1414' 1-1/4' 1444 1.174- 1.1/P r 1-3/s' 1.316• taif% ACTUAL PRESSURE REQUIREMENT FOR THE Q 2 Aro..a Or-m n.O.C.I9r ad ar Oftel qip ft 1): 3901bs 390 im 450 bs 690104 10441ba 2701. 201)ma 354 lb$TOO 40 ba 3741 684 bs 94611. 3410. 4421;7- 560169 OPENING,WHEN IT IS LOWER THAN THE MULLION d in (n 4An<t.m®1,15'MUt.O.G/SmMaN 4or OEseti CUP(Ft93j: 400 ft 7DO ills WA WA WA WA 380 Ib9 WANTA WA WA NM 682 bs 8850. 1f20t5s CAPACITY(FROM THE TABLE)OF THE SELECTED a m0 s:Q Anclnrs®]'b9n.O.C.r(2)2s5 Anglo Caps/(Fig,Ok 7801bs 780 0. 8e0 ms 15801bs 1896 ba 540 bs 5�O. N!A ba 748 b9 880lbe 1892 tds 6822. 885 ba 11201Ds MULLION.R WILL YIELD A MINIMUM ANCHOR O Of reL� 2Anonom 00,4Y Min.O.C.7U-Clip,(nio.l2YAium.tFB.4k WA WA WA WA WA WA WA WANIA WA WA WA WA WA 715 tm CAPACITY WHICH MAYBE USED TO QUALIFY IAmhorI F-alp Sk 18S bs 105 1119 225 b9 445 ICs '8221. ILIbs 140 IM 177 ft701as f071bs 3321St 4730. 'T70IW 22116. 26a 15a ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2An."X@IAWMIa.O.CtF-Ltb1Fu.8k 240 bs 750163 WA WA WA WAISO fla WANIA I WA I WA WA 341 Ells 442 fbs 68015. ANCHOR CAPACITY TABLE aBus Comply ilding Cing with the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. NOede A-No. 17-0630.01. Erpiratlon Date 05/26/2021 Bp '" Miami-D, Pi^otluct Control ... FIGURE FIGURE 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. --jj»- 2)LINEAR INTERPOLATION BET WEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE FIGURE 3: I 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" 1 f FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. .125' CONCRETE BLOCK UNIT CMU)SHALL CONFORM TO ANCRETE SHALL CONFORM TO ISTM C-90.301 WOOD SHALL 0E PRESSURE-TREATE0W AND D FIGURE4' FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' •� �•' ':�.p THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.M-THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2"X.125'MULUCNI 7F NO.58705 LEAST.125'THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ® O THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR 4108.S. = y =� 6I'.lr STATE F - (4` 01VAL IE�G�' A.&f i) 1NiIUltiW P.E. FL P.E.#58705 I TABLE 2A ®$n A x - ---------- ---.--- __ _ _. Mullion Capacity Table afltf 3 Opening Width(for vaNcaityg mtd apanrdrlions)or Opening Height(for horizonfavy-6panNng millions) - ---- - so In 601. 70 in 80 In - Win 100 in 11201n 140 in. W. I.'VlI1 - Rectengular Tr31MTflag- Redargular TmprTdenp. Rectangular TrapTdag. Reclargular TraPR4ang Rite UnO e., Traplydang. Rectang to, Trapridarg. Re.tang.Aar Ttep/7darg. Reclargular to no. nprnlen91 x2x.376 Loading Laedlig Loadln0 laadirg laailig Lo trg Loa6hg Ladi� l np Laamrg LoatlNg Lcad4r9 Loadlig Laaail,e Loadn9 LmdinpLoadrgAlum.Tube r _ a F p r F F 'r F x' S F r F r r 2: g rMullion &� �a � � � � gB �, N 1 • �^� �ya42in 170.0 820 170.0 435 151.3 S82 170.0 479 129.7 662 1740 606 113.6 662 189.5 518 100.8 882 1639 517 90.8 682 188.8 617 75.7 6ffi 188.8 517 80.8 862 188.8 617898 617 W O _ Cn 48 in 121,9 51. 138.0 418 101.4 607 119.2 410 86.9 507 108.7 403 740 SW 1028 389 87.6 507 99,8 997 60.8 507 89.0 386 647 507 99.0 398 43.4 507 99,0 398 .38.0 507 89.0 388 60.8251n 103.7 456 114.8 378 86.4 466 99.9 371 74,1 456 90.6 364 64.8 456 846 31. 57.6 455 61.3 357 51.5 466 840 358 431 456 80.0 356 37.0 456 80.0 356 324 455 840 356 = '�c 541n 85.4 400 83.3 336 71.2 400 848 328 61.0 400 727 122 53,4 400 67.3 318 47.5 400 64.0 315 427 400 62.3 314 35,11 400 61.8 313 3D.5 400 BLa 313 247 400 61.6 313 W ca C, [n 5 60 in 623 324 69,9 276 51,9 324 67.5 270 44.6 324 61.2 264 390 324 449 260 346 324 43.9 251 31.1 324 420 259 240 324 40.5 253 22.2 324 445 253 19.5 324 40.5 253 ID CD R I- (7 C 63 In 63.8 294 67.4 252 44,8 294 492 246 38.4 284 43.6 241 33.6 294 398 237 29.8 284 37,1 234 26.9 294 352 232 224 294 33.6 230 19.2 294 33.4 230 16.6 294 334 230 2 Z o 66 In 46.8 268 49.6 230 39.0 258 424 225 334 268 37.5 a1 29.2 2581 341 218 290 268 31.6 215 23.4 268 28.8 212 19.5 268 28.0 210 16.7 268 27.7 209 14.6 258 27.7 209 3 z Ni m = 72 To 340 225 37.9 188 30.0 279' 32.2 187 267 225 79.4 158 225 225 25.8 186 20.0 225 23,5 182 190 725 221 180 16.0 729 20.3 177 129 226 19.8 178 11.3 225 18.6 178 lUi u d r O 78 in 30.9 202 320 177 255 202 27.2 173 21.9 202 23.8 170 142 20'd 21.9 16J 17,0 202 19.7 185 15.3 202 15.4 163 128 202 16.7 180 10.9 202 1118 158 9.8 202 tia 158 J c)p U Z 7a In 28.3 192 28.0 168 236 192 25.1 165 242 1� 220 162 17.] 1@ 197 159 197 492 10,1 157 14.2 192 19.8 159 11.8 in 15.2 152 141 192 14.4 15D B.B 182 142 160 (0 ¢ J r- Sum 196 144 190 128 154 144 18.1 125 I1Z-- z z N 861n 152 127 15.8 113 O 1- ca`(D Co r- ao1,o TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: n y m m n S Anchor Ce ac Table Lbs ANCHOR CAP. N W x Y Stostrate: 27k Concrete 35k Cone. Hallow CMU Fated CMU FT Wood Metal (DP,a,)X( 1=ANCHOR CAP..,®, ® F'• N 2 U SI76'Elco 114'SS El.o 5116'Elco 1/4'SS Elco 910 Steel 012 Steel 012 Steel MULLION CA,P...,"p,e Anchor Type: 3116'Floo UMeae.n 114'Ele.Uaao.n 3116"fcico URmeon 114'Eke U0recon U x Q Anchor Clip Patterns Uma..n AN.G.tot ullmcon AggmGat.r scre..(G5)Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR O O O Edge Distance Qn): 1' 2-12' 7^ 2-112' 3118' 1' 2AW 1' 2-12' 2' 3-1/8' 2' 0.48' 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN K a r Z (n (n Embedment Qnl 1-3'4' 1-3'4' 5314^ 13/4" 2' 1-114• 1-114' 1.1/4^ 1-714' 1-114- 1.1/4' Y 13/a' 13/8• -1e0as ACTUAL PRESSURE REQUIREMENT FOR THE 0. �_0 6 O 4.O 1 2gnehata®4.75'1.1..O.C./SlandaN or OOsetdlp(Mg.17 3A 10. 390 Ne 4501. 9901. 1644 Its 2701. 20th. 3541be 7401he 374103 mIlet 9481. 39110. 44z lea -SBO Lbs OPENING,WHENITI,S LOWER THAN THE MULLION U s 2 -9W t- 4 Anohom A.M.as 1.15'MIR O.Q 1 Standard(orofhel)dip(Flp.2j 480 Me 7m IW WA WA WA WA 38019. WA NIA WA WA WA 68210. 88511. 1120lb. CAPACITY(FROM THE TABLE)OF THE SELECTED `0 4dg 3'MIn.O,C./(2)245 Angle tlip.l(Fg.3): 78a the 78016. 6801. 15a01ba 1896164 54010. SW 108 N/A 7601. 745Ibe Bel)ma 18921. 682 ib. 68511. 11201bs MULLION.IT WILL YIELDAMINIMUM ANCHOR PRODUCT REVISED 2 Annham C 0,45•Mot O.C.111-CAp,ble,A25^Al...(RU.4jj WA .WA WA N/A NIA WA WA WA N/A WA WA WA N/A WA 715 Ile CAPACITY WHICH MAY BE USED TO QUALIFY as complying with the Florida I Anchor I F421p(Ra.5): 195 ale 195!be 225 Me 4458. 02211. 135 R. 1401.. 1T?the 3701bs 1e7 m. 33216. 47310. 17010. 2211ba '28010. ADDITIONAL ANCHOR OPTIONS FROM THE Bullding lode 2 A..h.. 1.15'Mb.O.QI F421p(FI9.8): 240108 35010. WA WA WA WA 190[be 'N/A WA N/A WA WA 347 Mm 44210. 580 Me ANCHOR CAPACITY TABLE NOA-No. 17-0630.01 NOTE:FOR THE OFFS RN-rtND-ANG'H Expiration Date 05/26/2021 BY - MIamF- ad ro uct ontro FIGURE t: FIGURE2: TABLE NOTES: ® i • ® 1)BEE SHEET f FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. rj 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. low. 1t 11 t 11111j/ • • • ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ` FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375' �.• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -*; No.58705. *`_ FIGURE4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125" 1.X2^X.375"MUWON •��{�'• _ THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEASTTHEM MATERIAL. AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %T3 T ! � THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEF1,18-8 S.S.OR 410 S.S. �0�1.• STATE F %ACCs�'-:cL fORIDA.•'•�1,\?�` 1 A.LYN MILLER,P-E. FL P.E.#58705 i TABLE 3Ak �3 -- ------------ --- - - Mullion Capacity Table pbsAl4 Opening Width(for vertically-spanning nuAllons)or Opening Height(for haftnta*sparWng rtvhons) - - - - - C SO in W M 701n 501n 90 In 100 in 120 In 1401n 160 in p ig 1%2.75X Reelangolm Tn+plTdarg. Reclangdar TrepRdang. Rectanglar Trw-Tdmg, Redan9Jar Trep/Marg. Rmlanauim Trepl wa. Racfanpatar Trap/Tdarig. Rdtan9lar Trap/Tneng. Flaelanpular TmpRden9. Peclangalar 7mprnian9. m - Lcadn9 L-adng L. a �n9 Loadnp L..ding L-adng Lcamng Leading L--dn9 L.dng U dhg L-.ding LOeding Loadng Laadng Load-9 lmdng n��" U .376be L L 2r F D L MUIR an s2 s�$4-M170.D � s1 1 29 � � �� ¢ �� 21 �� 141 1; � �70 . W42 h 170.0 e20 170.0 435 170,0 744 170.0 80 170.0 908 170.0 892 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 621 148.7 1301 170.0 521 127.9 1301 170.0 521 111.5 1301 170.0 621 (n j U)49H 170.0 708 170.0 624 170.0 690 170.0 M 170.0 630 170,0 1133 170.0 661 151.8 1139 170.0 677 1]8.5 1139 170.0 990 113.9 1139 170.0 680 07.61119 170.0 880 89.4 1139 170.0 860 4n60,625 In 170.0 747 170.0 563 17a.0 656 170:0 1032 170.0 984 146.8 1032 170.0 723 130-5 1032 170.0 747 117.4 1032 1710 756 97.9 1032 170.0 756 67.9 1032 170.0 756 T14 1032 170.0 756 _ hi H 6115 170.0 787 17D.0 812 161.1 007 170.0 991 1]I 807 IB1.7 730[28.1 907 1R5 720 1079 507 145.0 714 88.0 907 141.1 710 60.8 007 140.0 709 68.1 907 140.0 709 fi0.6 907 140.0 708 m M W 60 to 141.1 715 151.6 MS 117.6 735 130.3 611 100.8 735 119.0 699 735 1082 50 794 735 99.5 683 70.5 715 95.1 578 580 735 91.8 574 50.4 735 91.8 574 44.1 735 91.8 574 tD 0 631. 121.9 686 130.0 570 101.6 60 111.5 657 07,0 am 98.9 947 656 MI 538 67.7 See 83.9 531 60.9 669 79.8' 528 60.8 866 75.6 521 43.5 688 75.6 821 38.1 688 75.8 521 ti � z Salo 109.0 601 1124 572 88.3 607 06.1 511 75.7 607 85.0 501 807 77.1 493 50.9 601 71.5 486 53,0 607 67.6 481 442 607 61.4 470 31.9 607 62.7 474 33.1 007 BLT 474 Z z LU T2b B1S 610 95.8 443 88.0 s10 7].0 434 58.3 510 61.3 420 910 57.9 419 45.4 510 53.3 413 4P,8 510 80.0 408 34.0 $10 45.9 402 282 910 44.4 369 25.5 510 44.3 398 N; O76 In 69A 458 726 400 57.8 458 61.7 392 49.8 458 54.1 385 458 49.6 378 35.5 458 44.8 373 34.7 458 41.6 368 289 458 37.7 382 24.a 458 38.0 359 21.7 450 33.7 158 j 9178h 542 435 670 381 53.6 435 568 373 480 439 49,8 369 435 40.7 180 35.7 435 40,9 355 321 435 361 391 268 435 31.4 344 22.9 435 32.6 341 211 435 322 340sal, 1.5327 43.1 290 34.8 321 36.4 285 29.9 327 31.8 200 327 263 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 18.3 258 Z Z U3 Z N Q N Z B6co to 1n 31.4 287 38A 267 28.7 257 29.9 262 24.8 257 29.0 240 21.9 287 23.1 244 19.1 287 20.9 240 17.2 287 19.1 277 14.4 257 18.9 232 � � X� �O�p 10815 242 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 19,1 727 10.0 199 r' rn w LO •1111n 223 215 22.7 194 18,8 219 10.1 191 15.9 215 10,6 106 ® (r N (n rn 12015 178 184 MS 167 - 6 x TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d T ZmO (Op Anchor Capacity TableIbs _ ANCHOR CAP.,,-,,,,,, o. _�o O s:0 SObdralC 2.7kCacrds 3.51 Cone. H.S..CMU FOIWCMU PTWood will (DP,,,)), )-ANCHORCAP.- O � ��mQ' 6/18'Ell. 1/r IS 01,1111*Ell* 1/4•SIFI- 61051-1 01251-1 012 Sled MULLION Anchor Clip Pattems Arch.Type' 956'Eko Nbac-n 1!4'Elce Nbacan Ultre:an 3116'Elcp NOmm 174•Eko Nlrecm AggmGalor Uamm AggmGetor suety(G5)Som(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRES"CORRESPONDING TO AN PRODUCT REVISED Edpe 11811.8(Ink 1' b1fP 1' I-W' 3.T 1' 2-V1' 1' 1-1/4' 2' 3-116' 7 q45• 094' 0.324' as eomptying with the Florida Emlmdm-ni(Ink 1314` 131• 43/1' 1314' T 1-1/4- 1•V4• 1-114^ 1-114• 1.171• 1-1M' 7 73/8' 73/s' 1e1M ACTUAL PRESSURE REQUIREMENT FOR THE BUllding Code 2Anchcm®4.75-MI.0.R/Smndam or O4cd Clip(Flp.1): 390 gra 3000. 4501b. 6901b. 1614 b3 2701bs 250161 3541bs 740161 3741M 6611bs 946M 341169 4421!. 560 ba OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 c ors I WA 3801as WA WA WA WA WA 682 lb. 0851be 11201ba CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anehae 0 T Mil O.0/(2)2x5 Mala 47)1.I(Fig.3k 780 M 790 ba ew M 15M 16. 1696 M 540 Tb. NO 1de WA 760 M 748 M 881 s i D INIMUM ANCHOR Pxpirntion Date 05/26/2021 2Archcm 00.45'Mtn.O.C.I U121p,inlo.125'Allan.019.4k WA WA N/A WA NIA WA WA NIA NIA WA WA. NIA WA WA 715 ha CAPACITY WHICH MAY BE USED TO QUALIFY 9Y - 1 An.h.rl Fd31p(Fig.5): 195 M 195161 225 M 445 M 82211,5 135 M 140161 1771tu 370.100 1B71bs 3M lb. 473 M 1701,8 227Ibs 2801,s ADDITIONAL ANCHOR OPTIONS FROM THE Miami-onro uet Control 2MohOm®1.15'MIn.O.CJ FLIIp(Fla.8): 240 M 350 M WA WA WA N/A 150168 NIA NIA WA NIA WA 341109 442161 500 ba ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS.THE STANDARD CLIP. Ci--)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE2: TABLE NOTES: • � • -11.000^ �-- ® 1)SEE SHEET FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 414 1 I f 1 II FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE , 1'N ....... 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760° ��.•'• LICENSE••,(�� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �.;• No.58705 ••� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ' ANGLE CLIP MUST BE USED 114 PAIRS. *- q)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED a.3751' FIGURE 5: FIGURE 6: 7) - FIGURE4: � •�� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606375 AND BE AMINIMUM OF.125" � �'- S �L �T A1E ; lfj� • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT •'F�ORIDF,.•' \C\�� 0 1"X 2.75'X.375"MULLION ��SS+O• ••-- G`� LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t t• • THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-5 S.S.OR 41G S.S. MI R.P.E. FL P.E.#58705 1 TABLE 4A Mullion Capacity Tablo Ibsm s Opening lAidth(for venica9y-Bparlydrg mdliorts)or Oponing Haight(for horizorda*sparlNng mulions)--- - - - - -- - --- -- -- - - a! ¢ -. 50 In 60h 701n 801. 901. t00in 1201n 14D In 161)In O Rectangular TrepTden9. Raci.ngolar TrapidwV. RwWgulm TwfTIeng. R.I.VJ Tmp7Tdang Rectangular Traprrdang. 11W..91h, TmprTrtan% R..Nngular Trspgflang. Red..Otlar Twprrlang. Reatengular Trap/fdeng- SSS 1 X 2.711Alum X L..d.g Lod Loadng L-ling Loedmp Loadn9 lowing r Loading Loadn9 Loading LOadna Laadng Lmdlrg Loadn9 Loadng Laadng Lacdn9 Loadag .660 Alum. ^ Tuba r r r n r r r r r a a t• t n a p a n ai -. o m.- i m Mulionit e �o ' � � a � �' � & �� a $ a v LL u u um u ua u ue u v u uv v v u u u u o u uv u €� b� �@ t� e� �� s`� a € a� €g 3 �� a _$ r s`� eg s� 75$ �� r NA �� a� 4� € � � �ccT �� a` � g� as s a� a' 2 42 In 170.0 6M 170.0 435 '170.0 744 170.0 47a 170.0 888 170.0 506- 170.0 892 170.0 618 170,0 1118 170.0 521 170.0 1249 170.0 521 1740 1488 170.0 521 158.7 1820 170.0 521 138.8 IBM 170.0 521 r� J In 48 N 170.0 708 170.0 524 170,0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661.. 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 880 121.5 1417 170.0 68D 196.3 1417 170.0 880 y <n 50.625(n 170.0 747 170.0 563 1700 ego 170.0 631 170.0 1048 170,0 634 170,0 1194 170.0 123 162.8 1268 170.0 747 146.3 1286 170.0 756 121.9 1286 170.0 758 104.5 12M 170,0 '758 91.4 1288 '1740 758 W O a ~ 54 In 170.0 797 170,0 612 170.0 958 170.0 691 170,0 1118 170.0 754 150.7 1130 170.0 am 133.9 1130 170.0 MT 128.8 1130 170.0 ass 1005 1130 170.0 861 86.1 1130 1711.0 861 75.3 1130 170.0 881 K m co w W 801. 170.0 885 170.0 701' 146.5 916 182.3 781 1255 015 144.5 746 109.9 915 1323 735 97.6 616 123.9 72B 67.9 815 118.5 720 712 815 114.4 716 62.8 815 174A 715 S4,B 816' 114.4 715 .1 F-• (:1 to Z { 63 in 161,8 030 161.9 710 128.5 830 138.9 694 108.5 830 123.2 681 94,9 830 112.2 670 84.4 830 104.8 662 75.9 MD 994 058 63.3 830 94.5 649 54.2 B30 94.1 649 47.4 830 94.1 640 2 IULI m = rn gel. 1321 757 140.0 650 110,0 757 110.8 8W 043 757 106.9 624 625 757 98.1 614 73.4 757 89.1 606 68.0 757 842 60D 55.0 757 7D.0 593 472 757 78.2 691 41.3 757 782 501 W CL a0 C S J 721n 1431.7 678 108.8 552 64.8 835 91.0 540 72.7 638 80.1 530 53.6 638 72.2 521 505 630 B6.5 514 50.9 836 023 508 42.4 638' 572 500 38.3 636 6S.J 497 31.6 830 55y 497 0 H J J o UZ 5 76 In 88.5 571 90.4 498 72.1 571 76.1 488 1i. 571 67.4 479 54.1 571 60.6 471 460 571 55.5 464 43.2 571 51.8 459 36.0 571 47.0' 451 30.9 571 44.8 447 27.0 671 44.6 446 N Q r• n 781n 80.0 542 83.4 474 68.7 542 70.3 465 37.1 542 62.1 458 GOA 542' 55.7 449 44.4 542 S1.0 M2' 40.0 542 473 437 33.3 542 42.9 429 25.8 542 4D.6 425 25.0 642 40,1 423 Z Z Win 521 407 53.7 361 43.4 407 46A 355 372 .407 39.8 348 32,5 407 36.3 343 28.9 407 321 338. 26.0 407 20.8 334 21.1 407 28.1 327 18.6 407 24.1 372 16.3 407 23.0 319 � F Lo Z 1181n 429 35a 44.1 320 35.8 358 37.2 314 30.7 358 32.4 3D9 28.8 358 28.8 304 23.8 358 28.1 300M21.5358 24.0 206 17.9 358 21.0 280 15,3 358 192 284 �10ah 90.1 207 30.8 256 25.1 263 25.8 251 21.5 287 71.5 247 18,8 253 18.9 244 18.7 283 18.0 240287 18.5 237 v W V) 1111n 21.8 267 28.3 212 231 287 23.8 238 19.8 787 20.8 235 17.3 287 18.3 231 15.4 287 10.5 718 ® N iM In 220 229 223 M9 18.7 228 18.8 2oS 16.7 229 .16.2 202 c�D U X C O p TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: aT Z Anchor C ac Table Pbs) ANCHOR Cgp•,m•�• substrate: 2.1k Concrete 3,5k Oona. Hollow CMU HBed cMu PT Wood Melel (DP„)X( )=ANCHOR CAP.® 916•Etro 114•SS Ebo 919 Eloo 114'SS Elco 810 Steel 91281eel 612 Steel MULLION CAP.,m,•,,,,, Antlarlype: 3116•Ek.Ul9aoan 114'Elco Ultreml 3116'EloO UltrxOn 114•E. UllracGl PRODUCT REVISED Anchor CUP Patterns Ultmton nggm0atar uttmcon AggreGatar screw(O5)screw(051 screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Olstance n. 1' 2-12• P 2-1/7 3-118• 1• 2-1w i• 2.10 7 3-va' 2" 0,49" 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida 9 Y Du Id case Embeamem 8n 7314' 1-314' 1314` 1314• 7 1-114• 1-114• t-114' 1-v4' 1AIV 1.114• 2' 1318' 1318• �ade6 ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 Anchors 4.T6'MIn.O.C./Standard ar W.Olp(FIO.tY. '3901x9 390 ms 4501M B901bs 1644@0 2701ba 26011,. 35416s 7401be 3747b. 041e. _ 94611s 34nba 44zlbs .sow OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15•MIn.O,0,1 Smndwd(arEnMV)Up(FIg.2X 6 WA 6621oa sas 112011. CAPACITY(FROM THE TABLE)OFTHE SELECTED Pxpiratton Dale 05/2612021 4 Anclwrs 3'tAn.O.1/"2x5 Argla Clips I(Rg.3Y 780lbs Tan Ib. 680 lbs 1560 tbs 189611a 610 Ibs 5601b. WA 760 N. 748 Ihs 8BD Ib. 189 Ib. f�2 lbs 885 N 112016a -T1NitL YtEtS?Aivilt•HMUtuFANC - 2 Amhors @ 0.45'MIn.O.G 111471p,900.125'AMn.(Flp.4): WA WA WA WA WA N/A -NIA WA WA WA WA NM WA 7151,. CAPACITY WHICH MAY BE USED TO QUALIFY DY 1 Ar W I FCllp(Rp.51: 19511. 195Ibs 225 1b, 445 ba 822W 13510. 14D Ibs 171 N 370 lb. 18711. 332 lbs 4731ba 170!1! 221.Ibs 28010. ADDITIONAL ANCHOR OPTIONS FROM THE Miami-Da roduc Contra 2 Amhom'491.15•mi..O.CJ F-a (Flg.op 240IM 35011s WA NIA WA WA Igo lbs WA NIA WA WA WA 341 n. 4421hs 56D Ib.. ANCHORCAPACITYTABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2 TABLE NOTES: --j 1.000" f-- A ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 7- ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. J 1111111r1/7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 7 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' .• vCF1dSF':y, ® S • HOLES TO BE DRILLED tN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ,� Q;' •,4r� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7ti: No.58705 ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED an, •'0 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM -90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5; FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL IMUM OF.125" THICK STEELTUDS TO BEA MINIMUM GRADE 33 AND 045•THICK B(18 GAUGE).STRUCTUE 6063-T5 AND BE A NRAL TEF1 TO BE AT l� S ATE 0 �•,�/�� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.650'MULLION �i OS1'•Ft OR1DP•.•'•�� THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A LYW!MILLER,P.E. FL P.E.#58705 TABLE 5A ® � _-, Mullion Capacity Table b6Btt) Opening Width(for vodcaltY-spar*Bn9 rrn iom)or Opea(ng Hoight(for h7rfzor9a6y-sperrtlng mulliors) - --- ._ ----------- --- - ----- -- S�b < - aW SO In min 70 in Bo 10 Bolo 100 in 120 m �140 to 160 hr 0 p Reetnn041a Tn+yTdmg.- Redtan9dm TmpV ng, Reclmmuia hep/IdeI19. Rxtang" TrepR'dang. ReoWWW Trop/Td.g. RaelangWar Tp/Tdarg. Reelengila TwITdanO. Redalpular Trepfrdang• ftodan9aMr TropM4 ng- 1" g @ 1"%3.125"x Loafing LOadng Loadn9 1-0Z Loaddn9 Loafing Loafing Laadn9 Loading Leering Loafing Loading L.Wing LoadnD Loadrr9 L big U ng Loadn9 O .600"Alum L L 2> D F L t 2: D 2t L k ,L Tube II A s a o,. .. s � ""`( i ia N L) z . 3 5 =� �� - $ 14 �� n E� 1 a �� s1 �rc �� s a`; s �rc s� d`o g ds a as O o UJ 42m 170.0d7O8 170.0 435 170.0 744 170.0 478 170.0 868 170A 508 170.6 992 170,0 519 1700 1118 170.0 521 170.0 1240 170.0 621 170.0 1498 170.0 $21 17D.0 1735 17o.a 521 154.4 1N2 170.0 E21 J 17 48 In 170.0170.0 524 170,0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 W7 170.0 1417 170.0 6N 157.7 1577 170.0 880 135.1 1577 170.0 680 116.2 1577 170.0 680 N ° 250.625In 170.0770.0 6m 170.0 696 770.0 831 170.0 1048 170,0 684 170.0 1195 170A 72J 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1699 170.0 756 121.5 1495 170.0 758 108.3 1485 170.0 756 S, LL C)641; 170.0170.0 812 170.0 958 0700 891 170.0 1116 170.0 784 170.0 1275 170A 00J 1m,1 1401 170.0 977 148.5 1401 170.0 858 124.6 1401 170.0 0111 108.6 1401 170,11 881 93,4 1401 170.0 861 0! Z) M WNln 170.0170.0 701 170.0 1063 170.0 797 158.5 1156 170,D 878 138.7 1156 187,0 028 123.3 1156 156.9 917 111.0 1158 149,7 010 92.6 1156 144.5 803 70,3 1158 144.5 003 69.4 1159 W.5 903Z 63 In 170A171.0 745 159.8 1049 170.0 350 137.0 1049 155.5 NO 119,8 1049 141.71 046 106.5 1049 1320 836 95.9 1049 125.5 628 78.9 1049 119,3 620 68.5 1049 110.9 819 59.9 1049 116,9 819 Z L o 561n 166.8 955 170.0 788 138.0 -855 751.3 804 119.1 955 137.7 789 1042 955 721.! 775 92.8 955 1128 765 87,4 e55 106.4 757 BB.S 959 98.8 749 69.8 955 86.7 748 521 965 88.7 748 vl Z (Lg U j 72 in 128.5 603 134.0 697 107.D 1103 114.9 882 91.8 603 101,1 670 80.3 603 91.2 659 71.4 603 63.9 649 642 603 78.6 642 53.5 803 1.72.2 872 45.9 803 69.8 628 40.1 8M 69.7 627 j U5 5 76 In 109,2 721 114.1 620 91.0 721 97.0 818 70.0 721 05.1 605 68.3 721 78.5 505 60.7 721 70.1 586 64.,6 R1 65.4 579 45.8 721 69.4 589 39.0 721 56.8 504 34.1 721 56,1 693 N Q ..J 781n 101.0 854 105-4 508 84.2 884 89.4 5117 722 801 70.! 070 83.1 684 70,4 98'7 66.1 684 84.4 558 50,5 .4 59.8 551 421 084 54.1 611 38.1 684 51.3 536 31.9 684 50.6 534 Z 1zz-' Q N 90 in 85.8 514 67.9 456 54.0 614 57.9 M8 47.0 614 50,0 440 41.1 514 N.0 433 305 514 405 427 32,8 61{ 37.3 421 27A 514 33.0 412 23.5 SU 30.4 408 20.8 514 29.0 403 t- Q to Z G 1- 6 W 4D min 51.2 452 85.7 404 45.2 452 47.0 398 38.7 452 40.9 380 33.9 45Z 38A 704 311.1 452 32.0 318 27,1 452 30,3 373 226 452 28.6 389 19,4 452 24.2 359 10.9 452 22.6 355 a' N x n C) 117 1061n 36.1 367 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23,8 357 25.2 308 21.1 357 72.7 303 19.0 357 20.8 289 15.9 357 10.0 293 iJ,B 357 182 297 11.8 367 15,0 283 c 111 N_ 11111 35.1 170 35,8 308 Z8.2 338 30.1 301 25.0 330 28,7 298 21.9 338 23.1 282 19.5 338 20.6 208 17,6 338 10.0 284 14.6 338 18.5 278 12.5 338 14.8 273 11,0 338 13.8 2fi9 ® Cl) (p f20 ht 27.7 288 282 283 23.1 289 217 259 19.8 289 ZO-5 798 17.3 289 18.1 252 15.4 289 16.3 249 13.8 289 14.A 246 11.6 289 12.0 240 9.11 280 11.4 238 6.7 289 10.4 232 L,) x Q O O E Q�� z fD TABLE 5B - ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table Obs ANCHOR CAP.,,",,,•„ Subs a 27K Cone ale 35tCmc. He9aw CMU FWed CMU PT Wood Mdal (D P,)X('ANCHO'R )=ANCHORCAP._ 5'16'Eleo 1/4"6S Eko 91s•FICO lrr ss FJCD atD slm alzslrxl mz steel MULLION CAP.,,",,,,,,a AnOna type: 3110 E1o0 Un-m U4-Meo Ulmton 3'16'Elco U0laeon 1/d'Elcourneon AnehorCllp Pattem■ - Ulbaaon AggeGaor Unman A99;1GAw Scmw(W)Scmw(G6) Zr2w(o5) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Edge 01A.M.gnY 1' 2-1/2' 1' 2-1/2 348' 1' 2-vY 1" 2-112' 7 349' T O.dB' 0.54' 0,324' CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida Ernt,DWeO rf13M' 13/4' 13/4' 1314' 27 1-1/4' 1-1/4" 1-1/4' 1-44' 1-1/4• 1-44' 7 7-38" 13x6' vadei ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2Anehm®4.75MI0O.C-ISlamam90i6ei Cllp03g.lY 390 Mb 090 to 450 ms BMItt 1644914 276 W9 2mm6 354105 740It1 374105 68/09 818Ibs 9471. 4421 EW Is OPENING,WHEN IT IS LOWER THAN THE MULLIONNOA-No._ 17-0630.01 dAmilm Qa 1.15 MIN O. NIA WA 6821ba 8tS os -112195 CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4Arcron 6 3'MIR O-C,/(2)ZZArqleCllps I gtg 3Y 780 ms 780 to 6m ibs 1560105 189fi los 54095 Em lbs NIA 760 1M 748165 890lbi 1892Im 682815 BBS 918 1120115 MUL - 3Archon0.11n,O,C.I UC(ip,Nto.125'Ahun(Fig,4y NIA I WA N/A WA NIA NIA WA. NIA WA N/A t9A WA WA WA 10791Rs CAPACITY WHICH MAY BE USED TO QUALIFY BY fArcror/FCllp(Rg SY 195 lbs iDSibs 225 is gd50N IN '135lbs 14085 177105 370188 197 lbs 3321 4738U 17007s 7211bs 2N IRs ADDITIONAL ANCHOR OPTIONS FROM THE Miami-0� eProduct Contro 2Antr0n®1.10•MIM O.CJ FCOp(R9.% 240185 350 N/A WA q1A WA 190 ft NIA I WA NIA N/A I WA 341 its 44210e 560I0s ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1"1.000"-1 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 1S ALLOWABLE. 3.125' ��1 ANY LYg7N FIGURE 3: 3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '��`,• �/ �� • • • ® PteHOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. ;. 1,1GENgF-•.�t'� ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED FIGURE4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' 1"X 3.125'X.5'MULLION SATE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT T'•, LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1 VF MULLION) %r,(s ;e�ORIDP.••'G�� ®, O THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,'IM S.S.OR 410 S.S. %S/ONAL A r&NN IN111tREA,P.E. FL P.E.#58705 TABLE 6A ®�n f172 Mullion Capacity Table(Ibsfte) LTi ?5 s Opening Width(for vertically-spamlrg mdllons)or Opening Height(for hodmntaffisparallrg mtdlofls) - W in W in 70 N 60 In DO 1. 100 In 120 N 1401n 1601n C O Rectenpdar TraprTdnng. Reetergul TrapRdan9. Reetangwer TrsprM,.m. Ikatangul9r TmprTdan& Rede.. TrspTiarg. Reelanplar 7tep/Tllenp. RectanPAar TreprTri.ne Ractan9ular Trap/idanB- Reemngular 7replltlana 1x47.125 Loafing Laedng Loading LoadnyygLoafing LoadnLLg •yLoadng Lnadvp Loading Laadng L..%V Loading Laedng Laadng Lcadrl9 I.I., Lmdr,g yLmdng Alum-Tube Mo nion hg � a$ e� � � s. y�' 61) y a� o1) a6is. �� :r 15 9$ >a�g q1) �� a.e €� � � 6 � ��S Fi id v Z LyJ 42 in 170.1) 520 170.0 435 170.0 744 1 170.0 478 170.0 868 170.0 5D6 1 170.0 992 170.0 519 1700 1116 170.0 621 170,0 1240 170.0 627 170.0 1188 170.0 521. 145.8 1460 170.0 521 127.6 1489 170:6 621 0 O W W 481n 170.0 708 170.0 624 170.0 850 1 170.0 584 170.0 992 170.0 630 1170.0 1133 170.0 881 170.0 1275 170.0 877 156,3 1301 170.0 660 130.3 1303 170.0 030 111.7 1303 170,0 880 9j.T 1303 170.01 BBO n t� � L 50.625In 170.0 747 170,0 663 170.0 696 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 156.1 1235 170.07-4-1 140.5 1235 17D.0 756 117.1 1235 170.0 756 100.4 1239 170,0 756 87.6 1235 170.0 766 443 m = s W Om F 64 In 170.0 797 170.0 612 170,0 OSB 1700 691 170,0 1116 110.0 764 194.4 1158 170.0 803 1372 1158 170.0 837 123,8 1158 170.0 B56 1029 1158 170,0 661 88.2 1159 170.0 861 77.2 1168 170.0 061 a m O fn 601n 170.0 885 170.0 701 168.7 1042 170.0 797 142.9 1042 161.1 832 125.4 1042 146.7 815 1112 1M2 136.8 801 100.0 1012 170.2 791 63.4 1042 125.1 782 71.9 1042 123.1 182 626 1042 175.1 782 F=- fD 0 631n 170.0 930 170.0 745 151.2 992 1616 818 129.6 992 144A 789 113.4 692 131.0 782 100.8 892 121.4 T65 90.7 992 114.8 758 75.6 992 109.4 749 64.8 992 108.0 744 06.7 992 108.0 744 (J � ..L 681n 165.4 947 170.0 789 137.9 947 148.0 709 118:1 947 130.3 780 103.4 947 117.7 752 91.9 047 108.7 738 827 947 1022 727 66.9 947 95.1 713 59,1 947 94.0 711 51.7 947 94.0 711 Z Z Cr 72 in 135.9 849 142.7 737 1132 849 121.6 722 87.0 849 106.9 708 84.9 849 96.4 096 75.6 649 88.7 686 67.9 849, 821 975 66.5 849' 75.3 659 40.5 849 725 652 42.6 049 724 651 W W 76 I0 115.5 762 120.7 668 96.3 762 1026 652 62.5 762 90.0 640 722 762 8D,9 629 64.2 782 74.2 620 67.6 762 692 613 40.1 702 62.9 602 41.3 762 59.9 597 36,1 762 59.4 595 a •-jj fn mZ Q J 1� 78 h 106.9 724 111.4 634 89.0 724 64.6 621 76.3 724 82.9 609 66.8 724 74.4 599 59.4 724 68-1 591 53.4 724 63.4 583 U.5 724 57.3 573 382 724 54.3 567 33.4 724 53,6 565 J r .-• 90 in 69.6 643 71.8 483 69.0 643 60.7 474 49.7 543 52.9 466 43.5 613 47.1 458 38.6 543 42.6 452 34.8 643 39,5 446 29.0 643 34.9 436 24.8 543 32.1 430 21.7 643 30,7 426 Z = Q N FF Q Z 981n 67.3 476 58.9 427 47.8 476 49.7 419 40.9 478 47.2 412 35.5 470 38.5 408 31.0 479 34.8 400 28.7 478 32.0 395 23.9 478 28.1 388 20.5 478 25.6 380 179 •478 24.2 376 a 1-- 1f7 a O 1)CD fn N E--- fills c" S iOa In 40.3 377 /1.1 341 33.6 377 34.6 335 78.8 377 30.0 330 25.2 371 20.8 725 224 377 24.0 321 A7 377 220 317 18.6 371 19.0 310 t1A 377 17.1 301 ' N r; 111 N 37.1 357 37.0 323 30.9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15.4 357 1].4 294 ry W x m y Y 12D 1n 293 308 29.8 279 24.5 308 25.1 274T21.0 306 21.7 210 18.3 308 192 267 16.3 306 1].3• 763 1U(n 17.0' 212 172 196 (7 Q ZAA TABLE6B ANCHOR CAPAC17Y ADJUSTMENT FORMULA: a•Anchor Ca aCi Table h5 /ANCHORCAP.,,,,,•_• 9uMlmta 2Tk Caorefe 3.9k Conn. HoR-CMU FlMtl CMU PT Woad MMaI (DP)X\ )=ANCHOR-CAP.,,,n 918'Eko 114"6s El..5118"Elco V4"89 0. 010 SIM #12 Glad 612 Sim) MULLION CAP.,,,,,,,,,, PRODUCT REVISED Anchor Type 3I16"Elao Ubacon 1/4'Eko UDracm 317e"EIco UHracon 1/4"Eko lllbacm Anchor Cop Patterns Uitraean A09raGaty UPoacon ApaeOslar sorer(os)screw(os) screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR as complying with the Florida Edge DIM-RIY 1" 2-1Q" 1• 2-1r1" 3-118' 1" 2-12" 1' 2-112" 2" 3-118• Y 0.48• 0.54" 0,124' CAPACITY REQUIRED-CORRESPONDING TO AN Buliding Code Embedment an 1-314" 1.3,4" 1_314' 1.314' Y 1.114" 1-1/4' 1-1/4" 1-114' 1-1/4" 1-174• Y ta/B' 1x18' Perles ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 M 45016. 8901bs 1644 W 2701bs 280 IM 3 8b 7401be 3741M 664 Ibs 9461bs 311 ms 4421M fisc IM OPENING,WHEN IT IS LOWER THAN THE MULLION [Expiration Dale 05/26/2021 4 Ambom@225'Mb.O.C.l Standard(of ONO)Clip n.3Y Rio ros 70010. 58016. 141016. 95210. NIA 560!be WA 63016. - WA 08015. WA EV2 1b. - 8Amho (D tis MUL O.C.16lamtad(or00sel)Olp(Ffa.4k 860 lbs 1400 Its WA WA WA WA 760 lb. WA NIA WA N/A WA 13638n 1770@. 2240 IM MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 Amham®3"Min.O.C.!D)2X5 Anglo Clips I(Fig.n TOO On 780 IN 680 Ib. 1580 lb. 1696®.5 540 lbs 5W M. NIA 76010. 740 lbs 0801M 18221b. 6021b. 885 lb. 11201M CAPACITY WHICH MAY BE USED TO QUALIFY Miann a Product Control -- 6Anelnm®3"MIn.O.C.1(2)285 Angle Gips f ffo.6): 117 Ib. 117016. 1020 1b. 234000. 2844 It. 8101bs 8408,9 NIA 1140 on 1122 Its 13201bs 2838 Bre 1022 lbs 1327 me 1680 Its ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anehon®0.45"MIn.O.C./U-alp,lnto.125"Alum.(FIg.7): WA WA WA WA WA WA WA NIA N/A N/A WA WA WA N/A PUO Ns' ANCHOR CAPACITY TABLE 2 AnW-a32.24"Min.O.a/F-aip(Fla.6k 3W 1M 950 Po. 29000 7D5 Ib. 470110 WA 28016. WA 315 W9 NIA 6101es WA 34116. M21M 860 Ws 4 Anch-C 1.15•Min.O.C.f F-a (Fl9.9): 48016. 700 lbs WAI NIA WA WA 3801b5 WA WA N/A WA WA 682 1b3 BBS IM 1120 Wa NOTE:.FOR THE OFFSET CLIP,USE THE.SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -"1 1.000" TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES. 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. 9 LYNN • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •••LICENS,c �• • • • • • • 4.000' ^� •-.to, . 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES - No.68706 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW _=i1r: �. FIGURES: FIGURE6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _'U • • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %� ••. b �;L [V�` • • • • � CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURETREATEDYELLGW .125' O�•., SATE 1(/\ SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK STEEL ��s'•.FCORIO!`.••'G\�� STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK T ANGLE CLIP(FIGURES 586)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 S�ONAL E� .17.5' / � #12 ANCHORS INTO WOOD MAY BE STEEL,113.0 S.S.OR 410 S.S. MULLION A.L'S/M 4 MILL9k P.E. FL P.E.#58705 TABLE 7A ® N Mullion Capacity Table IbsNe) ti Opening Width(lerlertically-sparvIng mullions)or Opening Height Ila horizontally-spanning mUllons) - 501n 60 to 701. So in 90 In looln 1201. 140 in 160 in _ O 1 x 4x.376 Reetenpiat 7hp/Tdato. Redan9ular Trep/Tdan9. Rectar1901ar 7tap/Tdan& -Reelengdar Trepfrdeng. Rednngelar TreplTd-e Reetenpular Tray/Tdmq. RecmnOular Trap/TAanB Rectangular TrzplTriang. Re But. Tiep/Triang, Levdlrg Lowing Loafing Loadng Leaden Loadng Leedng Lowing iuedng Lowing Loadng Laadng L9adrg Lmdng Laadng Loadng Loadng Loafing oZ, Alum.Tube ' 8"7" Mullion 6 a 5 b 6 g 6 6� gg 6� B 6 g6� b- 6 a 6 a € 8 b €� b 6� r.t 6 6 "sU f d � d x �' fix a ¢`z` f� d`rc � 's Y a dr¢ d s@ d s d` d f d`a� 7:c '9 z ?a J,I z � W O W @In 170.0 620 170.0 435 170.0 746 170.0 478 170.0 888 170.0 506 iro.0 592 170,0 519 1ro.0 1116 170.0 521 170.0 1z40 170.0 521 170.0 1189 170.0 621 170.0 1736 170.0 521 170,0 1983 170.0 621 W J 481n 170.0 708 170.0 024 170.0 050 170.0 504 170.0 892 170.0 630 170.0 1133 170.o 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 to" Me 860 151.8 2024 170.0 680 w J t4 50.673 In 110.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 681 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1700 766 170,0 1793 170.0 756 158.0 1918 170.0 756 136.5 1919 170.0 756 1-' 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 the 170.0 754 170.0 1275 170.0 007 170.0 1434 170.0 337 170.0 1594 170.0 859 159.9 1799 170.0 861 137,1 1799 170.0 861 120.0 1789 170.0 861 -all, m M O to 601. 170.0 085 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 976 170.0 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 1083 972 1819 170.0 1063 ¢ t0 631n 170.0 930 170.0 745 170.0 1118 170.0 860 170.0 1302 170.0 940 WDA 1488 170.0 1016 186.7 1542 170.0 1076 141,0 1542 170.0 1122 117.5 1512 168.5 1158 100,7 1542 167.8 1167 80.1 1012 167.0 1157 g Q �., 661n 170.0 974 170.0 789 170,0 1169 170.0 903 170.0 1384 170.0 1002 160.6 1472 170,0 1086 1425 1472 10.8 1148 128.5 1472 156,8 1130 107.1 1472 147.8 1100 91.8 1472 146.0 1104 80.3 1472 148.0 1104 Z CA d m = Z U� 8 U b721. 170.D 1063 170.0 .878 170.0 1276 170.0 1009. 150.8 1320 165.2 1101 1320 1120 119.8 1082 117.3 1320 117.8 1066 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013 660 1320 112,5 1012 \• .� W ',6�0 Te In 170.0 1172 170.0 677 149.6 1184 159.4 1013 128.2 1184 139.9 9B/ 1122 1184 125.1 978 99.7 11&1 115.3 BW 69.8 1184 107.5 952 14.8 1134 97.6 935 SL1 1184 93.1 927 69.1 1181 923 825 U)o z `c 76 in 1661 1124 170.0 987 136.4 1124 147.0 065 118.6 1124 120.9 947 1018 1124 115.6 931 923 1124 105.9 818 03.0 1124 98.5 906 692 1124 69.0 890 59,3 1124 84.3 Sol 51.9 1124 912 878 r 90 in 108.1 844 111.5 750 90.1 844 94.3 736 77.2 844 021 724 67.6 044 73.3 712 60.1 844 66.5 702 54.0 844 BiA 693 45,0 044 54.2 678 38.6 644 50.0 668 33A 844 47.7 662 Z Z = Q N � Q Z ' 96 in 89.1 742 91-5 663 742 742 T7.2 652 6J,6 712 07.2 041 55.7 742 59,8 631 49.5 742 69.1 622 44.6 742 49.8 814 ]7.1 742 43.5 900 31.9 742 39.0 690 27.8 742 37.6 66{ G N in m 0 a to L0 s0 O 1081. 6'7_8 588 83.9 63q 62.1 668 63.8 621 44.7 d47.6 46.6 SIJ 39.1 588 41A 505 7lB 588 37.3 498 31.3 888 34.2 492 28.1 656 29.6 I 22.3 586 26.6 472 19.6 666 24.7 466 (n M oIll In 57.6 555 58.8 507 48.0 985 49.5 406 412 429 487 36.0 6.55 30.0 450 32.0 656 34.2 473 20.8 856487 24.0 555 27.1 20.6 555 24.3 045 160 556 224 442 N X R S2 1201. 16.8 475 48.4 433 38.0 475 J9.0 428 326 37.7 420 28.6 175 29.5 414 25.3 475 24.8 409 228 475 24.5 104 19.0 475 21.1 16.3 475 10.7 387 14.3 475 17.2 381 ® F 7 (nom x } 1441. 26.4 330 2e.7 306 220 330 224 301 ts.9 18.3 297 16.5 330 17.0 1.293 (7 Q Z TABLE 7B - ANCHOR CAPACITY ADJUSTMENT FORMULA: d €0 mo a �_ Anchor Capacity Table lbs ANCHOR CAP.,,e,,,,,e g w o-1 � substrate: 2.70 Concrete 3.5k Cana, Holmes CMU Filed CMU PT Wood Metol (OP.)X( )=ANCHOR CAP.,„ 6118 Eko 1/4•SS Elco 5/78 EIc0 114.88 Eke 810 Steel #12 Steel 0126ted MULLION CAP.,,,,,,,,,,, ]PRODUCT REVISED Anchor Type: Mir Ema UlDavan 1J4`Elva UB180on 3116'Eke UltraCen 1/4'Eko Ultracal i as eom 1 In With tho Florldn Anchor Clip Patterns UItrHCM AppreGator Ullrecon Aggrecemr s.rew 9lst sgrew(G5 screw(051 USE THIS FORMULA 70 OBTAIN THE°ANCHOR y g Edge aetanae(m7 t" 2-t2" t' 2-1/t 3.179' 7• 2-12' t• 2-IE 2- 3-I1a 2- UAW 0.54- 0.324° CAPACITY REQUIRED'CORRESPONDING TO AN Building Code Embedment On 1374- 1-3140 1-314- law^ Y t-114• 1-114' /-V4" 1.114• 1-1/4' 1-11V T 1.370 we lades ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No- 17-0630.01 pbs 401h. 374 1b, 864 lbs 9401W 341 Ibs 442 1b, 56010.1 OPENING,WHEN IT IS LOWER THAN THE MULLION ir•fion Oeste 05/26/2021 4 AWhm0 @ 2.25 Mbv'C.C./Standard(or 0met)CII,(R0.3), Tool. 7001be 5601bs 14101be 952 Its WA 560 me NIA 03010s WA 880 be -WA 682 me -SBS Ibs 1120 be - - - SAnehom @ 1.15 MIn.O,C.I Standard(or Oftel)Up n.41Y 980 Its '1400 11t, WA WA NIA NIA 7601bs WA WA NIA N/A WA 1363 R. 1770 Ib. 224018 MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 Awhom®r MIn.O.C./(2)2s5 Angle Cops I gig.5j 780 It, 780I 680 lbs 15601bs 1888Ib. 540 ms 5601bs WA 760158 748[be 880!be 10921b. 68216. BW bs 1120 be CAPACITY WHICH MAY BE USED TO QUALIFY Mlam- e Product Control BAnetws®3•Min.O,C.I R)2Y5 Anpm Gips/IFq.ek 11TOIbs 1170Ibs 1010 lb. Z3401b9 2014 me 810 ms e901bs wA 1140 ibs 1122108 1320 ms 2838 ms f0221bs 1321 Ibs, toe.me ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anda.610.05'MA O.C.I L101p,1.1-126-At-(Fig.7j WA WA WA WA WA WA WA WA WA WA NIA NIA WA NIA 1430 m. ANCHOR CAPACITY TABLE. 2 A.Mm @ 223-Min,o.CJ F-cIIv 1Fp,8Y 350 ms 350ft 290 me 705 ms 478 Its I WA 1 280!be WA 315 N WA 440Ibe WA 341 Its 442 Ids 6601hs 4 Anohon 611.15'Min.O,CI FLOP(Fug.97 480 me 700Ibs WA WA NIA WA 38010. WA WA WA NIA WA 682 Its 835 IDs 11201ba _ NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. --•1 1.062" --j 1.000' f--- TABLE NOTES: - - - FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: ,)s EE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE. `�� NY LYNq/ 3 MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 1,10EN,q • • • • • • • ) 4.000" 4.000' SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.58705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 6: FIGURES: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND / • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE ^ �"'L • • • • PRESSURE-TREATED3-TsANDB MIYELLOW SOUTHERN PINE EL S AN SG OF 0A ALUMINUM DE 33 AE ��,n-•.• F ATE F 6063.75 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046" 375376' � iy '•ZORiOP•' THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125 THICK AND A36.ALL ANCHORS -3.7 S'/ ANGLE CLIP(FIGURES 58fi)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,L�NN M,4 ;P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T'-MULLIDN MULLION •FL P.E.#58705 , TABLE 6A ® g Mullion Capacity Table Ibslit7 I Opening Width(far Veram4y-spanning mullions)or Opening Height(tor hodmrdaly-spa76yrg mullions) - y�1 1 50 In 601. 7D In 801n 90 In 1001n 12D In 140 In ----- 1601. p 726^X R.Wtgular T.PRdarg. Rectangular, Traprrdaig. R-M,guiar Trep/rdan9. Reetan9dar T plTden9. Reelen9elar TmplTdang. Rectangular TrapfTdang. Rrrrtaup8ar TnpRd.na. Rectangular TrapfTdang. Redengular TreprOfena. a, Lowing U ng Cawing Laadn9 Loafing Lowing LOading Loafing Loadhg Loading Loadn9 L9adn9 Lowing L-ag Lnadnp Leadu,g Loadn9 Laadlup syu 3.188"X t S Al �• S £ £ �` £ £ £ .268 Tube min I a� d a >L s ��, s g �.� g a �� N a a a � a a s as a s a s s a s a- a 8 as Is 6� t� 5 & SE 6� 6� frl I W b� 69 rid S@ fr 5a fr b e ao $rc s� rc s� s x� 1e a� �a: 5 rc W 42 In 170.0 820 170.0 475 170.0 744 170.0 178 170.0 600 170.0 608 170.0 993 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170,0 521 151.8 1769 170.0 621 y O 48 In 170.0 708 170.0 6N 170,0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1518 170.0 680 1327 1548 170.0 Seo 116.1 1548 170.0 680 rf) , 59.625 in 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 14fi0 1]0.0 75H 138.2 U68 170.0 756 1183 1468 .170.0 796 104.4 Use 170.0 758 o 64 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 764 170.0 12M 170.0 805 163.1 1376 170,0 837 148.6 1378 170.D ase 1223 1376 170.0 881 104.8 13M 170.0 861 91.7 1378 170.0 681 a m t7 4J rn 0 LU Wk 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1159 170.0 an 139.0, 115a 167.4 ego 123.0 1168 150.8 919 1112 1150 150.0 012 Y2.7 1168 144.8 005 79.4 1158 144.8 905 69.5 1158 144.6 905 F W co 63 In 170.0 930 170.0 745 160.1 1051 170.0 e50 137.2 1051 155.8 962 120.1 1051 1420 848 100.7 1051 132.3 837 98.1 1051 125.7 Me 80.1 1051 118.6 622 69.8 1051 118.1 021 fi0.0 1051 118.1 821 V Q F 681n 167.1 057 170.0 788 138.3 957 151.6 BOS 119.! 957 134.0 790 104.4 957 121.6 777 92.0 957 112.a 767 33.8' 957 106.6 759 69.6 957 100.0 750 89.7 857 ee.9 746 52.2 957 98.9 748 zv3 ? J$p m YQ m 721n 128.7 804 1352 698 107. 804 1152 684 91.9 804 101.3 671 90.4 404 81.4 660 71.5 804 64.1 650 64.4 804 78.3 643 53.6 804 713 633 46.0 601 69.9 629 402 804 69.a 628 U3 4 Q •J 761n 109.0 M 114.4 630 912 771 972 618 782 722 85.3 900 68.4 722 76.7 596 05.0 722 70.3 680 54.7 722 66.5 580 45.6 7Z1 69.5 570 39.1 722 58.7 565 342 722 69.2 664 i7 Q a N f 761n 1012 665 106:8 600 84.4 685 89.8 588 72.3 685 78.5 577 63.3 685 70.5 569 562 085 04.5 560 50.6 685 60.1 553 422 886 64.3 643 36.2 685 61.4 637 31.8 665 05.7 336 F_ N SO to 06.9 515 68.0 457 94.9 515 57.3 449 47.1 515 60.1 441 41.2 615 44.7 434 36.8 515 40.8 428 33.0 615 37.4 422 27.5 515 1 33.1 1 413 23.5 515 30.5 407 20.6 516 29.1 404 F Q X z N 96 In 54.3 453 57.5 404 45.3 453 47.1 307 39.0 453 41.0 391 33.9 453 WA 385 382 453 33.0 379 272 453 30.4 374 22.8 453 28.a 368 Ie.! d5J 21.3 3a0 17.0 453 220 356 (7 C) c, a �� 5��c, 105k 38.1 358 39.0 323 J1.6 358 32.a 318 27.2 353 28.4 MIS 23.8 358 25.2 308 21.2 358 22.7 304 19.1 358 20.0 300 15.9 358 10.0 293 r U) 1111n 35.1 338 35.8 308 29.3 338 1 30.1 301 25.1 338 1 26.1 291 22.0 336 2J2 293 19.8 138 20.0 269 17.8 339 19.1 285 0 X 120 h 27.8 290 23.3 261 23.2 290 23.9 260 10A 290 20.8 255 17.4 290 10.2 253 15.4 290 IIIA 249 U N Q 144 h 10.1 201 18.J 186 (L r Z mQ YQ TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA: p u ALL'mlY AnchorCapadty Table Ibs) ANCHOR CAP.:: substrate 271 O]relne 35t Care. Hall-CMU- FaIWOMU PT Wo- Mnd (OP,m)X( )=ANCHOR CAP., . 5'1s Elco 114.95 Ek091s Bc0 1/6'S9Ek0 #10SIed M25tml 61291=1 MULLION CAP..,",,,,, PRODUCT REVISED AnchorClip Patterns A"cs'°r Tlpe 3.1s OcoU6rmle vt•Eko Ult tan ins eco U[Iman yr EtoUMacan ( ) P,5) e35) USE THIS FORMULA TO OBTAIN THE"ANCHOR as com In with the Florida Unrson AI's4 or 11",'l A reGnar screw LS soar screX Edge Osl3rcegnj 1• 2-117 1' 2-117 31f8 1• 2.117 1• 2-117 7 31/8' 7 0.48' 0,6r 0.32r CAPACITY REQUIRED"CORRESPONDING TO AN Building a e Embeft.A n 1.1x4• tar 1314• I-vr T 1-114' I-lIx 1-114' 1•vr 1-1/4• t-11r 7 1-N9• 1318' rales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 IR9e-F9t 1 In 401bs x741- sm Me 846Oa 341 W 44210+ Y,O to OPENING.WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Amhus®1 15•Nin.O.C.I Stwd&d(of 4'[sel)C9p Sag 4 48D IDs 705 I- NIA WA WA WA 3800A NIA WA NIA IIIA WA 6821tn BBS lm 1120105 AP 4AncRX9®YNin.O.C.f(212=5 A1gk Glpl/(Flg 37 7051- 705 Oa 660®e 1560103 789a 819 6401- 505 a6 NIA 760 I- 748 ass eat m5 18920a 682Its 8851- 1120In MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 An,kcm®0.45-Min.O.C./U-01p,Into.12S'Akmrg 47 N/A WA WA WA NIA N/A WA NfA WA NIA IIIA WA NIA WA 1430 IIs CAPACITY WHICH MAYBE USED TO QUALIFY Miami-0a roduet ontrol _ 7nrctnrl FClip(t1&4 195 wa 1958s 226 ma 4451-. 6221Da si5ms 140 ms 1771os 370In 19793s 332 n» a7s lOs 170 us 22110s tag 103 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ane-a H 1.16*Mln O,CJ FL•II g 67 240 bs 350 ks NIA WA NIA N/A t W 0a NIA NIA WA WA NIA Sit b3 4421- 660 9n ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. i FIGURE I: FIGURE 2: TABLE NOTES: F-1250"-i O ® 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 13ETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `��J4O .•••••..• �� FIGURE 3: 3.188" 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEEANGLE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ;.k No.58705 O ® e 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 n, �„ -7 FIGURE 4: FIGURE 6: FIGURES: GROUT FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL 4L(/\ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF D.55.ALUMINUM SHALL BE TG C�•'••�[ORIDP,,•' �C,� • 6063-TAND BE A MINIMUM OF.125"THICK STEEL STUDS UDS TO BEA MINIMUM GRADE 33 AND 1,25'X 3.188"X.265'MULLION • ® .045'THICK(1B GAUGE).STRUCTURAL STEEL TO BEAT LrAST.125"THICK AND A36.ALL (1-1/4'VF MULLION) '�//ANAL • O ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL //'11111W _ #10 8.#12 ANCHORS INTO WOOD MAYBE STEEL,1 M S.S.OR 410 S.S. A LYNN MILLER,P.E. • FL P.E.#587D5 TABLE 9A ® � " -- - --- Mu81en CapeaBY Tobi.07e#t7 } Opening Width(rorwrticalb sponnlrlg mullions)or Opening Height(for horl2onl8M-SPannlnB mulnon9) - a 501, SON 70M SDIn BO In ISOm 120N 14010 ISDN • o 1.26%3.25 Rectangller TmprMmg. Rectangular TrepRdeiq. Rectangular TmprTdam. R9amag.w Trap m ac. Red.ngula, TmpRdan R..I-gular Tmpl d-- R.d aguler TmPRd.o Rect.ngelar Tmprrla.g. R.alarged r TmpRd.ng. m K Loedbm C..&0 L.09 LoodnO Lo.dln0 Laading L-fng Lcedng LOadng L-flag LaadS,p Loedl,p L4ednp Loafing Lcedln0 Loading Loadlrq Loading Alum.Tube 11, 0 S�iiA _ g2• ppS .S �III-1 � - - �ut11h11h11if 1 1111 1- 421. _ z � � W 170.0 820 170.0 435 170.0 744 170.0 475 1100 668 170.0 500 170.0 982 170.0 619 170.0 1178 1740 621 163.3 1118 170.0 521 127,7 1171 17xO 821 109.6 1118 170.0 621 0&0 1118 170.0 621 _ 481n 1709. 708 170.0 521 170.0 85D 170.0 584 167,8 078 170.0 MO 140.1 978 170.0 ae1 130.4 970 170.0 OTT 117.3 078 170.0 080 97.9 970 170.0 080 83.8 978 110.0 OBO 713 078 170.0 680 J 90.825N 170,0 747 170,0 653 170.0 898 170.0 031 150.7 927 170.0 601 131.0 BTl 1885 708 117.5 BZI 759.1 588 105.6 927 158.3 699 87.9 827 16&3 998 759. 827 160.3 895 65,8 827 158.3 686 64N 170.0 707 1T0,0 812 194.3 989 170.0 ae1 IV-5 869 163.0 683 115.9 B89 141.8 668 103.0 869 134.0 BBD 927 B09 129.0 854 T7.3 669 120.8 082 653 669 1285 862 57.9 669 086 ON 6010 1412 145 1519 634 119.4 748 1323 820 184.3 716 117.8 US 69.6 740 107.8 589 78.8 746 101.0 $92 71.6 748 08.8 617 98.7 148 0 683 81.2 718 93.1 583 .44.8 118 83,3 613 a m O fD u) Litt 6310. 123.1 an 1320 570 103.1 077 113.2 668 689. 671 100.4 653 71.3 677 81.4 648 55.7 077 05.2 539 61.9 077 al.0 634 51.5 677 77.0 929 443 677 76.7 629 38.7 677 78.7 620 P V LD BBN 107.5 517 114.1 830 89.7 017 87.8 519 76.8 617 69.3 609 67.3 917 J8.3 500 09.6 617 726f. 494 63.8 817 60.7 469 44.8 617 84.4 483 38,4 017 63.7 482 315 617 63.7 452 LU Z nN 52.8 618 07.1 490 B&1 619 71.2 410 68.2 518 85.7 d3t 51.8 816 58.0 426 48.1 518 d/.S IIB 01.1 816 30.7 414 34.8 518 48.8 400 28,0 818 46,0 406 28.8 518 16.0 408 Z Z c tri J m �rU 76In 705 d85 717 106L14 486 82.8 399 60.3 465 54.9 '390 44.1 465 49.4 384 33.2 465' 4&3 378 35.2 465 421 374 29.4 405 39.3 367 26,2 465 38.6 364 22.0 485 31.2 393 W J Q 7810 S5.2 441 89.0 397 441 571 379 45.9 441 Baa 372 40.9 441 46A 366 .361 441 41.6 350 320 Idl 38.7 359 27.2 441 948 349 23,3 441 33.1 348 204 441 327 346 00 h 429. 332 43.6 205 332 37.0 289 30.3 332 323 284 20.5 332 2e.8 280 23.8 332 21.1 270 21.2 332 24.1 272 17.1 332 21.3 260 183 332 10.5 202 13.3 932 10.7 280 7 Q O r Oe in 35.0 201 35.9 260 291 30.3 25B 25.0 2D1 284 252 21.8 291 23.6 246 19.4 291 21.3 244 17.6 291 10.5 241 14.8 291 17.1 236 12.5 291 10.6 232 Z O Q N W 108 N 2q.e 730 26.1 20121.1 205 17.5 230 183 201 15.4 .230 101 190 ZF30C> O218 19.1 181 183 218 180. 191 11.1 218 14.8 IBB CVO01201' 179107 18,5 170 . 187 18.3 167 n Pl ® a x fn fn 4 O p TABLE 9B OL OL _a ZOO x0 Anchor Capacity Table Plus) ANCHOR CAPACITY ADJUSTMENT FORMULA: c0i � b SUb91rale: 2.7k Umtata 3.5k C... ?� ANCHORGAP-,m,,,•„ g v7 o d HaBmv CMU Fitted CMU R7 Wa0d Metal (04,0)X( )=ANCHOR CAP.,® y18 dao 174'99 EIeO Y70'ENa 1/a•ss EN0 g1D s1®1 Ntz stag atz sled MULLION CAP.,,",,.", [NOA-No. RODUCT REVISED Anchor CUP Patterns ArmIm77Do. 3ltfi•Elco Ullmeon 1140 Elea Ultrman 3lte•Fha Ullmcan V4Eleo Nlmcon (5) (US) G) (G USE THIS FORMULA TO OBTAIN THE"ANCHOR as eompWing With the Florida 1'6" AgOmOa14 10-Ma Ag0SS Bl BIB Steel somw 3 3amw 3) C fid Edge Dbtonce n): i• 2-V2' 1• 2-117 3118' 1' 2-112' t" 2-trz' 2 3118' 1- 0.40` 0.54• 0,324' CAPACITY REQUIRED"CORRESPONDING TO AN llding o e EmWwatgrj 1-3f4' 1.3.4' 1-11W I.3/4 2' 1-1M' 1-V4• 1-114 1.114 1-1/7 I-Iry 2" 13/8" i4v m1e. ACTUAL PRESSURE REQUIREMENT FOR THE 17-0612012 Artl-Q 4.75•Min.O.C.)Blmdard Or Offset Gip(Pig.13 390 ma 3DO Iba 46016- e b 21 Sao lbs PEN ING WHEN IT IS LOWER THAN THE MULLION lratlon bake- 5/26/20214 Anchom®1,16"MIa O.O/SlaMard(or Ursa[)Glp(Fig.2) 480roe 700 lbs WA WA N!A WA 300 ba N!A NIA NIA WA WA 682IN 885 ON 1120 be CAPACITY(FROM THE TABLE)OF THE LECT 4A.W-raQS JMIaO.C./(2)245 Angle Olps/ft.3JNO Iba 15601ae 1890 Iba 640 bs S60IDa WA 760 Ice 748 IN OWN ISMtb. 882 me 8851173 11206. MULLION.[TWILL YIELD AM INIMUM ANCHOR3Anoaem®0.54•Mn.O.C.IU471p,1,1o.100•Alum.(FIG.4F N!A NIA WA NIA WA WA NIA NIA N/A NIA N!A WA NIA NIA 95016s CAPACITY WHICfi MAYBE USED TO QUALIFY aml-D Product Control I A.hor/F-Olp ffb.bk 195 be t9s lb• 22510 4451be B22Ibs 135 be 1491be 177lea 370 Me 18716. 332 IN 4731bs 170 IN 221 in3 210.W0.' ADDITIONAL ANCHOR OPTIONS FROM THE 2 Archers 0.q 1.15'MIn.O.C1 F-Cllp Tie.eF 24066 3W IDs WA NIn NIA WA 1m 00. NfA N/A NIA NIA WA 311166 4421170. 980166 ANCHOR CAPACITY TABLE. TABLE NOTES; FIGURE 1: FIGURE2: � I 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION o ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 111 I I f 7I I FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" 3.260• ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS a,• 1,ICENSF <<�� SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '•,�.1 • . CLIP MUST No.50705 BE USED q SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS.HOLLOW AND - *_ IN PAIRS. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 600,WOOD SHALL =•0 BE PRESSURE,TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE FIGURE 4: FIGURE 6: FIGURE 5: 6063-TS AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND '.IDA"' SATEF� .04W THICK(18 GAUGE.STRUCTURAL STEEL TO BE AT LEAST.126•THICK AND A3&ALL .700' .100" ''•oz ORIOA,••' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25"X 3.26'X.100" 1.25`X 3,25 X.100' ' • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-5 S.S.OR 410 S.S. MULLION FOR MULLION FOR ;r/1S9QNAL 1 111�` • FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN�IIL l P.E. FL P.E.#58705 TABLE 10A m � Mullion Capacity Table pbef7P) # Opening Width(IorveNcally-9peming mulllots)or Opening Height 06rharizonlaff"palini7g mullions) - so in 60 In 7010 s0 in g0 in 100 in 1201n 140 N 1601. 0 1$5X3.26 Raclanguta1 Trap?rian9. Rectan0ular TrapRdang Rednngular TrapfTdang. Raelargular Tr.prrdang. Radangulsr Trap- D. Rectangular Trapf4ang. Radan9ular Tmp/rdang. Raelangular T.p/T1cng. Reltemft Trapfftng. X.024 Lgeding loading Loading Loading Loading Lead p Loemng loadnB Loading l..ding Laadmg LaadNg leadNg Loading Loading LoaAng Landing LaedNg aZ 0 Alum.Tube .E E � 5 & '�a 'na_ E... E �.. fi 5., � %,. .b' .. .L .. 55 T.. fi Mullion $ 80. «@. �8 m v a@ �� . 6€. a2. >S a o a �� S �, o o� >i e� N 0 u c u u o 3 e o o o a"�a o 9 0 o S o u a o" o" o" o' G $ u u e u o Y U B 41 �:s� € gE sx 2 1a �2Ji 1 ''€ ZO W 421n 170.01 620 170.0 435 170.0 744 170.0 4T8 1TGA 668 170.0 506 170.0 992 170,0 519 170.0 1116 1170.0 521 170.0 1740 170.0 521 170.0 1498 170.0 621 170.0 1736 170.0 621 170.0 1983 170-0 521 _ J (n 49 In 170,0 708 170.0 524 170.0 850 170.0 684 170A 992 170.0 630 170.0 1133 170,0 661 170.0 1276 170.0 677 110.0 U17 170.0 600 170.0 1700 170.0 686 169.7 1979 170.0 file 148.6 1979 170.0 680 _j 5a625In 170.0 747 170.0 663 170o 596 170.0 631 170.0 1046 170.0 684 170.0 1195 170,0 723 170.0 1346 174.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 IRA 1877 1740 766 133.6 1877 170.0 756 �� 541. 170.0 797 170.0 012 170.0 956 170.0 691 170.0 1116 110.0 764 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 656 156A 1760 170.0 061 134.1 1769 1740 061 117.3 1759 170.0 061 a m 0 rA Sol. 170.0 905 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 870 170.0 M17 170.0 944 161.1 1611 170.0 986 145.0 1511 170.0 1033 120.8 1511 170.0 1063 103.6 1611 170.0 1063 90.6 1511 170.0 1063 �� U 0 LU 63 in 170.0 930 170.0 T46 170.0 1116 170.0 050 170.0 1302 170.0 640 156.6 1370 170,0 1016 139.2 1370 170.0 1076 125.3 1370 164.0 1082 10/.4 1370 155.9 .1072 89.5 1370 165.3 1070 78.3 1370 165.3 1070 W Z a Ali In 170.0 91`4 170.0 709 INA 1169 170.0 903 155.6 1248 170.0 1002 1361 1240 168.6 1013 121.1 1240 147.1 1600 108.9 1248 139.0 989 00.0 1240 130.4 '978 77.8 INS 128.0 076 60.1 1249 129.0 976 Z � m = P J 7111 167.8 1049 170.0 876 139.9 1049 160.2 092 118.9 1049 132.1 676 104.9 1049 119.1I 1049 109.7 049 83.9 1049 102.7 838 63.9 1049 91.3 025 59.9 1049 91.2 920 62.4 1049 91.1 820 6 -•4 f1U C W J g ,761. 12.7 811 149.1 A22 118.9 941 126.13 806 101.9 941 1111 791 89.1 941 100.0 941 91.7 766 71.4 941 85.6 767 69.6 941 77.6 744 S1.0 941 74.0 737 44.6 941 73.3 736 J rU re6Z D 78 in 172.0 094 137.G )B3 110.0 894 116.9 767 84.7 139/ 1024 753 82.6 094 91.9 894 84.1 730 66.0 894 78.3 721 55.0 091 70.7 707 17.1 894 87.0 701 41.3 894 60.1 69A Q lig in 95.9 671 88.7 696 71.6 671 71.9 686 61.4 611 65,7 575 63.7 671 69,2 671 629 550 47.0 671 de.8 651 35.8 671 43.1 639 70.7 671 39.7 531 2fi.9 671 31.9 626 � Z Z 1O98 in 70.0 690 72.8 627 fi9.0 690 61.4 618 50.8 690 53.6 609 dd.3 680 b7,6 590 47.0 4M 36./ 690 39b 488 79.6 690 34.1 d77 25.3 690 31.6 469 22.1 690 29.8 Ilio �, ia-• X108 in 49.7 d66 50.0 421 41A 466q2.B d14 75.5 /B8 �41 dOB 71.1 48fi 329 466 29.7 386 21.9 4G6 27.1 Jel 20.7 468 21.fi 302 17.0 {66 21.2 776 16.6 466 19.6 770 0_ NO p0 1111. 16.8 441 /6.1 400JB1 441 393 393 72.1 d41 787 20.6 441 30.2 411 171 376 Z29 {dt 24.9 372 19,1 441 27.5 367 I6,/ N1 193 366 14.3 441 17.8 351 W 1201. 36.7 370 7fi.9 34d 70.2 37e 31.0 319 26.8 370 Ind 227 378 23.7 329 20,1 378 21.7 325 18.1 378 19.5 321 15.1 370 18.7 314 ® R x 1441. 21.0 262 211 742 17.6 262 17.8 239 16.0 262 230 V N Q O O _ r Z �. TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: O d 5� m�'y"� Anchor CapeWty Table(lb.) O - ANCHOR CAP.,,,,,,,,,, SUDslralo 27k Car4:nde a6XC0tIc. Hdlow CM 1-65 CMU m vi Meta (DP,,,)X( )=ANCHOR CAP.,,,, 5N6'EIcO V4"SS Eka f>'1EEIc0114^SS Elco 91061ed N1291ee1 f71291eei MULLION CAP.,,m,,,.,,,, PRODUCT REVISED Anchu Typo SHB'Oto U1r,cm vt•Fglvll2con 196,111 WIG-Elco Utrecm 174^FJcoUOrazon AggreGeOr Unratm AggreOalor Screw(OJ)Screw(O5) Scrcw F35) USE THIS FORMULA TO OBTAIN THE"ANCHOR a0 edm 1 In with the Florida AnchorClip Pottems Pglo 9 Edge 1314186-0:06. 1" av7 1^ 2-112' 9-179' 1^ 2-12' Y 2412' 2• ave" z 0,4a' a5C 0.324^ CAPACITY REQUIRED"CORRESPONDING TO AN Bs d EmbeanHd(InA 1-314^ 1414" 1&4• 2" 1-1/4' i-v4• 1 1-1/4^ 1414' 1.174• 1-1/d° 7 1-366^ 14x0• rots ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 Amhd D4.16'Min O.C. IDs 664M 9461m 311 Ibs 4d2 to. 90 HA OPENING.WHEN IT IS LOWER THAN THE MULLION ex Irat7on Date 5/26/2021 4AMhctsg1.15^MIn,O,C/SIooM Ger Oipm)COp(Flg.2j 4B00s 7000. .N/A NTA NIA - NIA MWAN WA tVA WA NIA 6821bs- 886 Ra 11200s CAPACITY(FRO TH - -- 4AmhomQ •MIn.O,C,/(z/246 Ar91e CIIp9l lRe 9J 7aD 0s 7817 Bag Gfi01Ds 1t�IDs 1B961Ds 64004 7601t. 7481b4 6801bs 108204 %b. 08.51E 112004 MULLION.IT WILL YIELD A MINIMUM ANCHOR by ` 3AMh1m@D-WMh.O.C./UCIIp,Im0.100'A0m(Flg 9) NIA N/A NIA WA NIA NIA N/A WAWAAN/A WAACITY WHICH MAYBE USED TO QUALIFY Mlam)-Da Pro uct Control 1__rl FC9p(Rg 5p 1950s 1950. 2251bs 4481E 822 Its 13604 3701E 187Ibs 39229 4731E 17009 221 n. leo lE ADDITIONALANCHOR OPTIONS FROM THE 2 Anthem 01.10'MIn O,C7 FCA (Mo.BY. 2400s 3501. WA NIA NIA NIA 7900s WA NIA tUA WA WA 341163 4471E 8600. ANCHOR CAPACITY TABLE TABLE NOTES: FIGURE I: FIGURE Z: t210" 1.250' • o 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION j L ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1j1117171777/ i FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.23.250' Q�; ff '•�� CLIP MUST SHOWN ON SHEETS 21-23.FIGURES S14OW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N0.58705 • BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = _ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF D.55.ALUMINUM SHALL BE - 4" .624' O6063-T5 AND BEA MINIMUM OF,100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND T �!/ - • ® .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL ��`s''•!O<ORIUP.••'G\?� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25"X 3.25ION FOR 4' i 25*X 3,2N FOR 4.62 ' "�/sZONAL • 010&412 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FIELD-MULLED UNITS FACTORY-MULLED UNITS 1777 I 11 111\1 • A.LYNN 71LI.ER,P.E. FL P.E.#58705 TABLE 11A ®da B _- - Mullion Capacity Table(1133#1') Opening Width(TDrmticaly�sispanning mullions)orOpentng Height(tonccrizaMelyspennirg mdgare)- - -- -- --- - -- -- - E� - _ a 60 in 6010 701n BO in 90 in loo In 120 in 140 in 160 In O 1]51394 Rea.gdar TrapTdan9- Rectangular 'ftep/ldang. Rrmngular Trap7dang. Redeqular TupRdang. Radang,dar TraPlydang. Red...I., Tap7fda;.- Raclenguhr TupTda,g Rectangular T,eplrdang. Rectangder T,aprfrtaig. y w X.824 Loedtng L..&ng LSadng Load'm9 Loading Loading Loading L-1 Loading L-ding Loading. Larding Loading Loedin9 Loedmg LSaA„g Leading Leadlm 112 O Alum.Tuba _ 12_ .E• .5-, 'S .C-. 'E & " _ .E •� 9 .-. ., '� -. � 'B 2 �_ 0 3-. a.. •S n LL Mullion o� o a� B a� q€ X@• N t 3 5€ rQ Ali i _ _ a s �€ .5-- S a t> � f� �� c �p �'2 E� �� a �a E� iG & Z W 421n 170.0 670 1700 436 170-D 144 179.0 478 170.0 061_ 1700 506 170.0 992 170.0 519 170.0 111fi 170.0 521 170.0 1240 live 521 1700 0800 170.0 621 1700 1735 170.0 621 1Ro 1983 170.0 521 N � _ J dein 170.0 700 110,0 624 1700 650 1700 584 1700 992 170.0 630 170.0 1133 170.0 661 1700 1275 1700 677 170.0 1417 1700 580 170.0 1700 170.0 680 170.0 1983 170.0 He 170.0 2267 17D-0 880 N 50 GM in 170,0 747 ITD.0 663 170.0 896 170.0 631 170.0 1045 170.0 604 170.0 1195 170.0 723 170.0 1346 170.0 T4T 170.0 1490 1700 766 170.0 1793 170.0 7555 170.0 2092 170-0 766 170.0 2391 170.0 756 54 in 170.0 797 170.0 612 170-0 956 170.0 691 ITD.0 1116 170.0 754 170.0 1275 1700 803 17D.0 1434 Val) 037 1700 1694 170.0 B56 170.0 1913 170.0 861 170.0 2231 170.0 561 1502 2403 170.0 861 O m O y M W BO in 170.0 BBS 170.0 701 170,0 1063 170.0 79T 170.0 1240 170.0 BIB 770.0 1417 170.0 944 170.0 1594 170.0 990 170.0 1771 170.0 1033 170.0 2125 170.0 1063 148.3 2163 170.0 1063 129.8 2163 1T0 0 1063 4 I=- V [p 0 631n 170.0 930 170.0 745 170.0 1116 176.0 860 IT0.11 1302 170.0 940 170.0 Moo 170.0 1016 170.0 1673 170.0 ;1076 170.0 1869 170-0 1122 158.9 AN 170.0 1169 T34.5 2060 1700 1171 117.7 20fi0 170.0 1171 W Z 0 661n 170.0 9T1 170.0 789 110.0 1169 170,0 903 170.0 1354 a 1002 110.0 1658 170.0 1088 170.0 1753 170.0 1155 170,0 1948 170.0 1210 143.D 1966 1711.0 1276 122.6 1966 170.0 1288 1DT2 1966 170,0 1266 Z Z u) j 72 In /70,6 1063 170.0 BTB 1700 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 17D0 1220 161.1 1734 170.0 1315 738.7 1734 1638 1386 1116 1734 165.9 7364 99.1 1734 150.4 1352 06.1 1734 160] 1352 W J Z . 161. 170.0 1122 170.0 937 170.0 1346 170.0 10a) 160.5 1556 170.0 1209 147A 1556 1653 1285 131-1 1556 161-5 1266 1179 1556 141.3 1251 98.3 1556 128.3 1229 842 1656 1223 1219 73.7 1656 121] 1218 Jama'qZ 2 78 In 170.0 1151 170.0 961 1700 1381 1700 1116 155.9 1471 1693 1245 136A 1477 152.0 1224 121.2 1477 139.1 1286 109.1 1477 129.5 1191 90.9 1477 116.8 1169 779 1477 1108 1168 56.2 14TT 1093 1184 7 Q r 9DIn 1420 We 1465 986 119A 1110 123.9 968 1DIA 1710 107.9 961 88.8 1110 96.3 936 78.9 1110 67.fi 922 71.0 1110 80.T 910 692 1110 71.3 891 50.7 1110 96.5. 878 44A 1110 627 B70 - z Z � Q N [71 99 In 117.0 975 120.3 872 97.5 976 1015 858 83.6 975 883 002 73.2 976 706 029 fi6.0 076 713 etT 5OS 915 65.4 807 40.8 975 67A *r - 523 776 36.6 976 49.3 787 �, IQ x Z 106 In 022 771 84.0 696 6B.5 771 To.T 685 507 771 6151.4 771 54.3 654 45.7 771 49.0 655 11.1 711 47.8 617 34.3 771 38.9 35.0 021 25.7 T71 32A 612 a � �m 1111. 76.7 730 77.3 661 611 730 65.0 650 61.1 730 �A4L.35E2 47.3 730 49.9 631 12.1 730 45.0 672 37.0 730 41.1 614 71.5 730 35.6 31.9 599 73.7 170 29.5 581 Lij 120 in 59.9 623 610 669 49.0 914 511 560 -02.8 fi24 37.5 fi24 39.2 644 33.3 fi24 353 637 30.0 fi2M1 ]1.2 631 I5.0 624 27.7 74.8 509 10.7 614 71.5 501 0 d' X a� 1441. 30.7 433 35.1 400 213.9 433 29A 395 24.8 433 21J 433 224 386 193 433 20.0 381 17.3 473 182 324 � V N Q O O rt aee- ZOO N TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: p a fid' Anchor Capachy Table(Ibe) - o ANCHOR CAP.,,a,,,a, a sub6121r 27k COncrde 2.5k Canc. NtlIOa CMU - F81etl CN7U PTWarI Metol (DP,)X( )=ANCHOR CAP."„ � 976'0" tl4'SSDc0916'Elca 1/4'S59co wasted N12ste91 1125teel MULLIONCAP.,„,,,w. PRODUCT REVISED Anehor Clip PnNema Anctur Type: 3'16'E1co lfiarn v4"Elee unracon 91s•Elro Utram ud•E9:ouDracon A99� L ) (115) (G5S USE THIS FORMULA TO OBTAIN THE P�r 9 Uft- No Ultmtal A n',Gae, Suer G5 Suer 9cren• as elm I in with the Florida EOge gstalKe Dn) i" 2-172' 1"' 2-72' 9-I/s' 1" 2-1/7 1' 2-VT 2, &178' 2 0.48' D.54" 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Building ode Em0ed0enlQ 1314- 13'4' 1514^ 13"4' 2 1-1/4' 1.114" 1-114" 1-V4" 1-114• 1-114" 7 13R" 1-wr Yble9 ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 97-0630.0'1 2801[, 39410.5 7dDlm 376 ro,- 66d.®s 946Ila 341 Its 44210, 56010, OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Data 05/26/202`1 4 An,ba,®1.15"MIR O.C.I Srdld ad(a Oteel)C0p Vo.2) 48D las 70010, NIA WA NA N/A 3831'9 N/A WA NIA WA WA 632 Ns 885 W ETABLErOf�ti€ - 0vchorsQXMOL C.C.111)215 Angle Cops l(Flg,$ 780 Ox TBD Im 687101 15So Ila 1895108 54010, 560 its N/A 7501. 748 roe 66Q ft 1892119 682 ms R50e 1128170 MULLION,IT WILL YIELD A MINIMUM ANCHOR BY 0Arc00a1®0.54'MIn.O.C,/UCep,Into AQ0"Ak111L(Fig.4) NIA WA NTA WA NIA NIA WA WA WA NIA WA WA NIA WA 1267 Ba CAPAC17Y WHICH MAY BE USED TO QUALIFY mlam-D Product Control - 1Afl[InT/mp Uig.5) 1g5 ro9 i661m ?26 rot u51m mite 135875 140109 117 ro, 370IIs 187111, 3321bs 1 473 ros 17o lbs 2211as 2801m ADDITIONAL ANCHOR OPTIONS FROM THE 2An[tm N 1.19 NDO O,CJ F-Cip Og.1511 24081, 3500as NIA WA NIA NIA 19011. IIIA ANCHOR CAPACITY-TABLE 1260" TABLE NOTES: FIGURE 1: FIGURE2: ® ® 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- ,011 y LY FIGURE 3: I\,00". `OIO.......... 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 1,10ENg' C i 3.94" ANGLE !� F ;C ® ® ® ® BEIUSEDST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLELOCATIONS. No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND M FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-917.WOOD SHALLO BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �4" 41/ 8063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND i"n4(/ � .045 THICK(18 GAUGE).STRUCTURAL-STEELTO BEAT L.FJ7ST.125'THICK AND A36.ALL 1P, e ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL '//;S1ONAL ENG ` #10&#12 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S.S. 135 X 3.94"X.824• A.t-MMN 14113L aK P.E. MULLION FL P.E.#58705 TABLE 12A � Mullion Capacity Table Obslftr ® r o ,t ------------ - Opening Width(for veracally-spannlrg mdrions)or Opening Haight(for todwritallpspaMtg mugons) 50 In 60 N 70 h BO N 00 In 100 In 120 in 140 N 1601. i3 Rectangular irep/Mang, geelangdar T-PRdang. Ree6ngular 17ap7Tdana- Reetergder Trarernl ri. Rectangular Tr*Tdang. Reaanoul 7mp(Tdang. Rectangular TrTMIgog• Rectangular TroprTeang. Rectangular Traprwe'g. -_+ O 2:4 x 25 Load a Loafing Loadng Lonang Loading Loafing Leadn9 Loadn9 lnadlp4 Loafing LoadN9 LOadN9 LaaCNg Loadrry Loafing Loafing LcadfnA Loading w Alum.Tube & - r i r £ �' ,S .�� & n g z ir r a s ,� •� Z ?', � cY • �. Mullion d e dy 0 0 d 79^ 3 8` 9 5y 8 a 19 a� 9 cR 9` a 8 v U $v 3 r4` 7 3v 3 0- N .5� ¢5 8p b5 ,�� <e '� b� �� b� fi b5 �. 5�l b. B b�' € b�g g bog g¢• b �' b� 59 -9 b U U �� ptOa W �rc r xrcx s� � rc Z 421n 170,0 620 170.0 435 170.0 744 170.0, 478 170.0 BW 170.0 We 170.0 992 170.0 610 170.0 1116 170.0 •521 170.0 1240 1700 521 170.0 1488 170.0 521 170.0 1735 170.0 MI 170.0 1983 170.0 521W ^j O 40h 170.0 708 170.0 524 170,0 850 1711.0 681 170.0 092 170.0 670 170.0 1133 170.0 681 170.0 1275 170.0 677 770,0 1417 170.0 680 -1Y0.0 1700 170.0 680 170.0 1983 170.0 650 170.0 2267 17D.0 680 J K SaMSIn 170.0 747` 170.0 593 170.0 890 170.0 631 170.0 1048 176.0 664 1760 1195 170.0 723 170.0 1346 170.0 747 170.0 1494 1780 758 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 %70.0 766 F �. 541n 170.0 797 170.0 612 170.0 BSG 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 BOJ 170.0 1434 17D.0 I 837 170.0 1594*170.0 858 170.0 1913 170.0 881 170.0 2231 170.0 861 170.0 2550 170.0 '881W O F- 6o N 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 1 170,0 878 170.0 1417 170.0 944 170.0 1594 170.0 999 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 160.8 2680 170,0 1063 cc7 LUI.I Min 170.0 930 170.0 745 170.0 1116 170.0 860 170.0 1102 170.0 940 170.0 1488 170.0 1013 170.0 1673 170.0 1078 170.0 1858 170.0 1122 1740 2231 170.0 1160 168.7 255] 170.0 1171 145.9 2553 170.0 1171 ~ � 0 Z 66 In 170,0 974 170.0 789 170,0 1169 170.0 903 170.0 1384 ilea 1002 170.0 1558 %70.0 1066 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170:0 1275 151.9 2437 170.0 1286 132.0 2437 170.0 12BG Z � cc 72 In 170.0 1063 170.0 678 ITO,D 1275 170.0 1009 170.0 1408 170.0 1126 170.0 17M 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170,0 1387 145.6 2184 170.0 1488 124.8 2184 170.0 1529 1092 2184 170.0 1530 Z U U 76N 170,0 1172 170,0 837 170.0 1348 170.0 1080 170.0 1570 170.0 12W 170.0 1794 170.0 1372 168.1 1960 170.0 1421 148.6 1960 170,0 1505 127.8 19fi0 161.6 1548 108.1 1960 154.0 1535 92.9 1960 152.7 1531 10 5 WQ. aZ 21 781. 170.0 1151 170.0 067 170.0 1781 170.0 1118 170.0 1611 170.0 1250 170,0 1842 170.0 1359' 1527 1861 170.0 7474 137.4 1861. 183.1 1500 111.5 1861 147,3 1473 982 1061 139.8 1459 85.9 1881 137,6 1454 ` ? W 88 n 170.0 1328 170.0 1144 148.1 1398 158.0 1218 127.0 1388 136,0 1198 111.8 1396 121.3 1178 99.4 1388 110.2 1182 59.5 1399 101.6 1147 74.5 1388 89.0 1122 63.8 1388 82.7 1105 65.9 1]90 789 1098F- '2' e- 2 F- J Q O MN 147,4 1229 151.5 1098 122.9 1229 127.8 1078 105,3 1229 111,2 1061 92 1229 98.9 1044 BI,9 1229 89.6 1029 73,7 1229 82.4 1018 61.4 1229 722 993 52.7 1229 65.9- el 48.1 1228 62.1 967 Z W � F 5 108 In 103,6 871 105.0 877 96.3 971 89.0 862 74.0 971 77.2 849 64.7 871 88.4 837 67.5 971 61.8 825 51.9 971 56.5 816 43.1 971 49.0 7116 37.0 971 44.0 702 324 971 40.8 T71 •a fn N v O 00 111 N 05.4 919 97.3 8]2 79.5 919 81.9 619 68.1 919 70,9 800 59. 910 629 794 53.0 Big *..47, 47.7 Big 51.8 774 39.7 819 M.0 758 34.1 BiB 50.2 712 29.8 819 77.1 732 to N W x 120 in 755 786' 76.8 716 62.8 786 64.5 703 53.1 756 55,5 595 47.2 786 49.4 606 41.9 788 37.7 766 40.5 668 31.5 788 34.9 fi5J 27.0 756 31.0 041 23.9 788 28A 631 144 in 43.7 548 442 604 36.4 548 31.0 498 31.2 646 31.9 491 27,3 518 28.2 {86 24.3 846 21.8 548 7L9 474 152 546 19.5 484 15.5 546 172 465 13.7 646 158 {48 U ED < N Q O O TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: s Z O x0 Anchor C apacity Table 8b5) ANCHOR CAP- o A-!x `x d'mOC 6ubstra(a 77K 0-reto 35k Cdic. Hall-CMU FNeOCMU PTWeod Mae (OP^p)X( )=ANCHOR CAP.,a„ a�A 91EEmo V4^SS Eco 9161 Elco i/d'ss Bco p10 Stea #1291881 Mlzsteel MULLION CAP.,,,o,,,,,,, Mc6or iWa:k-1,V4- 0 U0mcan v4'ElcoUbacm 3't6'Elrolllrsm Vd°Elco Ulracon AnchorClip Patterns u0racon Agge09or UBtacon AggreGator Serna(G5)Scree(ta5) Sa-(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Edge Distarce any2-V7 t' 2-t/7 3118' 1• 2-117 t^ 2-1/2• 7 311ir 7 0.40- 0.54' 0,324• CAPACITY REQUIRED'CORRESPONDING TO AN a9.complying with the Florida EmbedneltonY 1-se 1$14' 13'4' 2• 1-114^ 1-114' 1-V4" 1-11r 41.114' 1-114' 7 13'8° 13/8' vales ACTUAL PRESSURE REQUIREMENT FOR THE Butlding o 0 2Arerom Q 4.7S Min O.C./Slddo d orOtbet Clip(FIg 182)' 390[be 4501be 800 576 1644%3 27010% 2871. 354 bs 7 olm 374 Me Gm im 945 ms 341 We 442115 5 Oita OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 4 Amber,®7Or Mtn O.C.I Stm,13M for a)a g u 662 m Bas mt 1120 Ibe CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 6Arcb-@I.7VMVl O,C.fSIandaa1fa0ree1)CI0(Rg.4y 097 758 lbs 19461fs NIA NIA 705 Q5 NIA 7991ts NIA WA WA IMIL. 1327 bs M6B 1-W - LD-A INIMYIdArctpd®YMIn.O.C.I(2)275 Argle COpsl(Fig Sy 680105 15601 7PB6 b5 04010.5 5E0 tm NIA 7601. 748Im Bee lm 18928% 602bs 88516% 1191. CAPACITY WHICH MAY BE USED TO QUALIFYy6Arcro5®3'MN.O.C,/0215ArgI5Cllpal(RB 6p 11701. 1020 b9 23401[6 2844 bs et m 8401. NIA 11401h4 112210% 139 W5 2898 as 1CQ21ts 132705 16BO Im ADDITIOIJAL ANCHOR OPTIONS FROM 7HE Miami 71 Product ControlSArcro1s®1.34•lain.O.C./ULIIp,Imo.12S Aiwn.(FI077 WA NIA IVA WA NIA WA NLA WA NIA WA NIA NIA WA 1073 ANCHOR CAPACITY TABLE. GArcrw@0.64"Mtn.O.C.1 U-Clip,h1o.12SNumrg.BY NIA WA NIA WA NIA N/A WA NIA WA NIA WA N/A NIA WA 21 104 2 A7rctn19®268'°1.O.C./FClip d'Ig 81: 370169 97017% 37587% 74355 712116 NIA 260 Im N/A 3481. NIA 440105 N/A 3111. 442 bs 5508% 3AMro110 IYl'MIn O.OI RdIp(Mg-10Y. 44394 525 Me 379 bs 0731° NIA NIA 9501%% NIA 6991. WA WA MA 6711° 664Im 840ts NOTE FOR THE OFFSET CLIP,USE THE SAME AN CHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, . -. CIRCLED VALUES ARE USED IN THE t'CAMPLE ON SHEEP 24- FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: • • • • • • • TABLE NOTES: 2000' 111111 • • 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. LIC•LY•N/J��7�i �..•' ENSE •.l� FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q':• ;F� • • • • • • • • • • - •250" Nd.58705 4.000" _ - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED IN *J THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. <u, FIGURE 7: FIGURE& FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNITO •.' ST TE O (V [E [E (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-9O.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.MUST BE USED ALUMINUM SHALL BE 606375 AND BE A MINIMUM OF.125•'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,046^THICK(18L X a•x.25'MULLION L��A`� IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW / j7 THREADS BEYOND THE MATERIAL.410&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. A.LIL P.E.#5870 P.E. FL P.E.#58705 TABLE13A mullion Capacity Tablo(111131fe) ♦ A Opening III(for verlicalltspartring"Ons)or Operting Holaht(for�crfzortafpspannlng mainons) A • SO In 601n 701n III)in so In 1001n 170 In 1401n 160 In R. anw1w Tmprrdav, Reetva, Tepitm-0 RMLVWW Tmprfiffem Rdfanclde T-PITA-2. RM0We TprFd.V. RnMangul. Twm-- Redtang.Ur asp,flisg.. RadWod. Tr.WTft19 Red-Wt. TIdz.2xSx.26 Loadag !coding L-Ire Loading Lowing Loading Loafing Loading Lmling Loading Ldhg LoOg Loafing Ld-g Loafing 1'... n AkM Tube1; 3 Mullion ' f z on 2 z H 'I a da 1,12 If IQ I 1 11 !I A 1 3 C14 It 1-1-Twil-I 2#1 12111 -1. 476 170.0 Soo 70.0 092 1170.01 519 W03 IIIS 170.0 521 170.0 124D 170.0 SZJ 170.0 14 170.01 521 170.0 1735 170.0 521 170.0 1083 1TOD I 42 bi 170.0 SM Dan 435 179,0 744 1 170.0 z $24 IZO.0 SSO 1170.0 584 170.0 ..fi"'O 48 In 170S 706 170,0 -0 630 170.0 1123 V0.0 661 00.0 1275 170.0 677 170.0 H17 170.0 080 17010 1700 1110.0 NO 170.0 1083 170.0 680 170,0 2267 170.0 68 U) - 134S n-oo 747 170,13 1494 170.9 756 170-0 1793 110.0 7W 170.0*2082 SOS25 In 170.0 141 USA 50 DOI0 0%1170,0 631 D0.0 I049 1170.0 W4 170-0 jigs lato 723 T7oo IMO 758 17OX 1740 756 70*0 -Wh 170.0 707�17�0 612 I?D,D 9% 170.0 601 17D.0 1116 170.01 754 170.0 4275 170.0 603 170.0 1434 t7O.0 B37 in).0 1694 DO.D 858 170.0 1913 170.0 061 170.0 2231 170.0 861 170o 2550 17" Sol (9 W F- - __ 0 GOIn 170.0 eas 1170,11 701 170.0 1083 170.0 M 170.11 1240 170.01 079 VO.O 1417 170.0 044 170.0 1594 1 70�O 991 170,0 1771 170.01033 170.0 2112S 170.0 1083 170.0 2479 170.0 1 C7 im SO 170.0 2833 170,01 1063 Li ---F--r- -i�Ts SO 1171 M.0 m I= I= 170-0 W 17" 1488 170.0 170o 1559 170.0 1122 170.0 2231 t7OX I leg 170.0 2603 170.0 tl7t T70.0 7 63 In 17CO OW 1170.0 745 17OZ 1116 1 1016 170,1) 1613 170.0 076 0 661n 11140 97,4 1 170,0 769 110.0 1169 170.0 903 170.01 lrA 170.0 11302 170.0 108 170.0 1056 110.0 1753 170.0 JIBS 170,0 1948 170.0 1210 VO.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 12W -�7 5c 0.0 1IT631 170.0 870 170.0 1275 170.0 ION 110.0 1498 V0.0 1126 170.0 1700 170.0 1 1228 170.0 1913 170.0 1315 170.0 MS 170.0 1387 170.0 I 2550 170.0 1488 170.0 2976 15n 170,0 3400 170.0 1630 0 TSN 170.0 11221 t7o.0 937 170.0 1348 170.0 ION 170.0 1570 170.0 1209 170.4) 1794 170.01 1322 770.0 1 2019 170.0 1421 170.0 2243 170.0 1505 110.61 2SQ 170.0 1029 170S illO 1711) 1694 170,0 3589 170.0 Lal.!5 a_ 6 Z, S'--Di7 -T7- go 781n 170.0 JIM 170. 170.0 rGS-Irl-100 1116 170.0 1611 170.0 1250 170.0 1042 170.01 1369 170.0 2072 170.0 14?4 170.0 2302 J70.0 JW4 170.01 2763 110.0 1700 170.0 =3 170.01 1777 170.0 3693 0.0 90 In 170.0.13M 17oD 1144 170m 1594 170.0 1316 1MO 1859.ITO.O 1428 170,0 2125 1MO 7SW 1740 2391 1MO 1793 170.0 2856 170,0 1918 0.13 1 MOS 170.0 2126 15EO 3413 170.0 2273 M.5 3413 170.0 111 Z -Z 1711 IT 011 Tad-5 I in 24 2 1. 23 z 913 11 17:�;l 11 I1591 'll 111.1 1794 11704 2550 170.0 1952 170.0 2833 170.13 2Z 1232 170D 170,0. 1- T 169111. 170.0 2339 137.1 3199 160.6 2470 120.0 3199 156.1 2428 .0 14091170.0 W1013170.0 - .0 2231 1140 1870 170.0 2550 170.9 2075 164.0 2781 170.0 2271 14&3 2181 101.9 d2363 Int In -�647 61.8 1564 65.7 U3.5 2781 140.4 2221 05.0 2781 125.0 2234 92.7 2781 JIS.O 2110 170,01 Ime 1 170.0 -71W MO 2293 170.0 1932 inn 26it 170.0 2149 ISI.S 2M 182,3 2245 138A 21,12+14111 16 113.01 2= 128,4 2165 07.4 2632 1 isA 2 85.4 2032 1081 2090 I I I In 170.01 1638 1 170�0 1454 (D ,.SS J� 1201n 170A VIT 117..0 INS I7OS 212S 170.0 -igl)i �351 2Z2 141.4 1964 120.1 1,.,1 1915 90.1 1 22521 99.8 1 1872 77.2 2252 88.9 1836 8 -;1' (:) WI 0) ?a,2 - 7.6 2252 .4 1608 x < M In '125A 1%4 11 8 1 �ift $It 1 1691 00.0 1 J330 "j 1564 49.2 1305 W.1 15641 44.4 1 04 0 TABLE13B cf) ANCHOR CAPACITY ADJUSTMENT FORMULA- pp- F140dCMU PT Wd (ANCHO'11 A CD A.",Typo: 5116,El.. _i�_ C Pf� 3.5k Ce. m-ld (DP.)X ANCHOR CAP. U, 0 2.7k C�l. 'LLJQ 311W St..Ull- 1/4'El..Ul'- Ut 3116-Eld,Ultrmon 114.Ejd�LA... I/4-SSEI..jWI6`EI- 1/4'SSEkn AlOst. Wet 012SIoal CAP, AnchorCtIpPatterns r- I AgomGalv I Uftmem AweCaWr Scow(Gs)screw(G5) sm.(G5) USE THIS FORMULA TO OBTAIN THEANCHOR PRODUCT REVISED Edge Of8=.e Qn): 1. 24t2' I• 2-If2* 3416- 1. 2-ft2- 2-1/2- T 3-118" Us COMPIlln WT WHJ;the Florida 2" 1 R.bednant Pj- I-w 1-3/4' I-W4- 1-31V 2* I-U4• O�4 1.14*. 0.324- CAPACITY REQUIREW CORRESPONDING TO AN Building Cade �7_ -- -- ACTUALPRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 1.1141 1.1111, T i ' 0 WI-3 IFF ZeO the 1 354 1S 740 lbs _O46- -AaOV-�89albil- 164-4 r. 270 lb. 374 lba 654 i9i ft 34/166 1 442 lbe 5w r. OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Anohds 2 4.W Rm D.C.)Stnndwd(or Offset)Clip(FIg.3Y. 780 Ebs 780 lbs 900 lbs 1780 lbs 3232106 540 Inn 560 lbs 7albs -14-80i� 748IW- 72-72-ft -16921-b-97-Uzv--T-R��- Expiration Date O�/2612021 8 An0h=@ 1.7r MFM O.C.I Stmdard Car Oftel)Cnp Fg. - ��ELEGTED--- 4 Anonut a-MR O.C. � 1180r. 1400 lb. 1010 Im 2M lb. NIA WA 9409. WA 1065 lbe WA WA NIA 1363 ft 177D ft 224091 MULLION,IT WILL YIELD A MINIMUM ANCHOR �C1(2)2.5 Angle ClIp./(Mg.41 7809. 70D U. NO lbs 150 lbs 1896lbs 540 1118 MG lbs WA 760 1b, 74e Ila ago It. 11192 lb. 682 lb. 665 lb. 112016. CAPACITY WHICH MAY-BE USED TO QUALIFY 13Y OA.ah- W Mm C.C.1(2)2x5 Ar4aC001(SQ,5) - MI-1- de duct Central ,1WI t' I'll 319211, Imft 1120 Itm WA 112111, 1401113 11602. 3704 lb. 13M lb. 1770 lb, 2240166 ADDITIONAL ANCI IOR OPTIONS FROM THE It!Arahom @ 1.5*MI,O.C.1(2)2x5 Angle Op 7) 80 no WA WA 1320 lbs WA _150016. NIA NIA WA 2045 lb, 2654 lbs 3360 lbn ANCHOR CAPACITY TABLE. WA WA WA WA WA NA WA WA WA NA NIA MIA WA N/A 1410166 8 Armhm a 0.641 Min.QC,I U{31p,Inta.1125^ A WA NIA WA I WA WA NIA WA WA WA WA NO NIA 298116. - 2 Afichm 0 COB'Mln.O.GJ F 450166 I i 890 In, I 1016lbs 2701b¢ 28S hlbss H4-Ibs -f4O lbs I 94816, *341 ft 44421. 560 IN 4 Anch-Q 1.71*Min.0,W F-C9p(7lp,11)'L 590SOS 0 ft 12I WA f WA 47)lWA 533 @s WA I WA I NA 682 IbI $85 ft 112016. NOTE-'FOR THE OFFS CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. .250* TABLE NOTES., FIGURE 1: FIGURE 2. FIGURE 3: FIGURE 4: FIGURES: FIGURE 9!FIGURE 10: FIG I URE 11: H 0 d 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `771 777 • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • 6.600" - • 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 No,58705 FIGURE 5., FIGURES: FIGURE 7.- SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED (FIGURES 5-7) CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED S TE hl MUST BE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0063-TS AND BE A MINIMUM OF.125' ORION USED IN THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO FIEUDDUPAIRS. BE AT LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW fl ZO THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR410S.S. 21 X e•X.25' A. RE MULLION FL P.E.#58705 TABLE 14A Mullion Capacity Table UbsjW) In Opening Width(for%mrflcalty-spanning mu lana)orOpening Height(forholizonla*spe rnumom) so In so In 70 In 801n 90 111 1001n 1201n 140 In 1601n Rectangular TmprrdmV. R-awl- T,.A-IF Retnant. T.Pqft,4 Rda,Qwe, TmbrTdam- raular TMWTdm4 R�12rqut2 TrjOTftg R-ftnld. Tp(Td.M R�ftgujv 7r4nbM LogdIng L..14 Loading- I.-.4ing LWIng Load 1,mcong Loading Loading L-dra Ldft L�dirg 1.26"x2.11" L--arg Loeft R'LOMIng L..&m ng Wft Alum R x.125"A I k h f f f h f Tube Mull cli 44 RR z 42N 144.2 528 167.0 420 112011 Me 140.9 419 1030 528 1389 414 90.1 525 134.6j 411 -86-1 52d L11341 411 72.1 526 lUl 411 Sal 526 134.11 411 61.5 526 134.1 411 45.1 526 134.11 411 48 In 06.6 403 100.0 M3 80.5 .403 1 94.7. M 611.0 403 WA 320 Ga4 403 WA 1 317 53.7 403 73.1 315 48.3 403 70.6 314 40.3 403 1 78.6 314 34.5 403 78.630.2 403 78.6 314 G 314 U) 1 60.625 In 92.3 362 S11 U) 301 See. 3M 79,3 294 239 $1.5 1 392, 67,2 266 �7 362 "S 284 AL2 362 SIS 283 34.3 262 See 293 214 362 615 2flQI 2517 M 815 M3 EL if 541n 67.8 3`10 74.1 2177 SaS 318 642 261 4�5. S?-7 256 424 1 Me 63.6 263 37.7 310 608 256 338 318 49.6 240 263 Me 49.1 248 24.2 318 46 F248 0 LLI F- 60 In 49.5 2M 63.1 S" _ 49--j 248 21.2 318 210 41.2 258 45.7 214 35.3 258 4047 210 3D.9 25B 37.2- 207 27.5 258 - & co (1) 349 204 247 255 33-4 203 Me 258 3Z2 2DI 17.7 268 3Z2 201 IELS 266 32.2 201 D LU 39.1 1- - --- :E 3W--Z;F 39.1 195 3D.5 234 34.7 192 M7 2� 31.6 180 23.7 234 29.4 106 2t4 234 2110 104 17.8 244, 20.6 Ia3 15.3 234 26.5 183 13.4 I-2M 26.5 1 LLJ 'j MI. 4V 234 4Su 20D .6 2-5-1 170 lab 213 2&7 169 15,S 2`13 22.2 167 lag 213 2za 166 11.6 213 ZLQ let 37.� 213 39.4 103 31.0 213 311 179 2aS 213 28.0 211 27,1 173- XI 72 in 26.8 179 30.I 165 238 -1-7 Z 179 2aQ 162 e .3 147 15.9 179 C) -i. 213 181 -4 140 0.1 1. 11.e jej--17-4 161 17.0 Im 0 A A z 781n me 162 w -13-3 188 im 19.9 let 1s.i a, IS. <I U, TAB LE14B I.- cq < rn ANCHOR CAPACITY ADJUSTMENT FORMULA: z r - An horCapselty Table g x z "Zq ROL ANCHOR 2.7k Cwt to a5k C-. Hoft.CMV PIwcw FTWOW i mda (DP_)X 'AN ANCHOR CAP- n. Lr 0 Xc) 5/I6-E10 1114"Slelco SAVEICO IWSSEko #Iasi 012 SIMI M2S I MULLION , ::A AnchorClIpp.tb.m. Arena Type VISEfc.1.1twon IIC Elco Uamm 8116-121coUltmeon IX Ek.Vlt-. ir - L- Edge M=e on), Utlrsm AggpMl" MUMM AvWbG&r Stm(G5)Saar(351 Stmw p�) USE THIS FORMULA TO OBTAIN TMEANCHOR w (N - - i Ir x 2. 3-If" 48' 54L 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN EM 1-W4? T:3-/1r 21 1-1(4- 1-1hr• 1-1514- 11 1-11,r 11 1-114- ,�,Z L_•__valesACTUAL PRESSURE REQUIREMENT FOR THE I-Tv 4AMIv3@TM1ft.aC-1M ZXSArVL 750'as Au= beala taws mIn WA 7W So 745 ed I ran IM gzu 682ws a6s9s 1430116 OPENING,WHEN IT IS LOWER THAN THE MULLION CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION,IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY 0 2 ADDITIONAL ANCHOR OPTIONS FROM THE I ANCHOR CAPACITY TABLE. PRODUCT REVISED 2'Con' =with the Florida SvildingNOA-No. 17-0630.01 Expiration Date 05/2612021 TABLE NOTES- 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 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. ANGLE CLIP MUST BE USED IN MRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED .1257 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED �pNY.......... "I YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE SW3�15 AND BEA MINIMUM OF-125' • C E THICK STEEL STUDS TO BE A MIN IMUM GRADE 33 AND.045-TH ICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.1 I"X,I 25"MULLION LEAST.125'THICK AND A36,ALL ANCHORS INTO METAL SHALL ExTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) No.68705 - 111111} THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 B.S. 'c, L A I R,P.E. FL RE#58705 TABLE 15A -' --"'---- - ----- - Mullion Cepltolly Table Ibsfltl Opening Width(larwrScaly"spanfngmu0fons)orOpening Hoight(lbrFafimntel,6paraiirgmURcm) -- - - -- - - _ S01n 601. 741n so in 801. too In 12D I. 1401. 160 in yu,, Reetang8ar 1Fo01MWil. Rectwrguiar T.P/Uan9. Reclangdar 1ia9/7tlan0. Rec,angular Tro"ong. Reeta�0u1. 6RTd-m R.d nmil. Trap'Tdong. Reclaxgular TfWnlang,[P-wguir Tra 0 3.2F 30 �rz9 Loe9n9• Loaft Laadng tniaall lW"' Ladng Ldm Loading Loadkig Laedng Laadln oadnag. Reoodogar tFL..da.9. �mDEG.AL S load"g Mara Loafing Lmdng i.oadng i.c�dngBAYMULL vma 'tpP � z' �" '-. ' L• aLa a,,.$ a 9 8 � a zLU 42 In 170.0 6'10 570.0 436 1 IT0.0 744 170.0 478 i7D.0 868 1704 See 170.0 992 1170.0 919 170,0 1116 170.0 521 1709 1240 f70.0 321 170.0 1468 170.0 621 170,0 f735 170,0 621 WXI 5740 170.0 621 xtf _i z uculll (J 4801 170.0 708 174.0 524 170.0 860 170.0 681' 170.0 9B2 170.0 630 tI0.0 1133 170.0 68I 170.0 1273 1700 677 170.0 1417 1700 6W 152.2 152'2 170.0 680 130,5 1622 170,0 680 114.2 1622 170.0 690 fL -j co 50.826 in 170.0 747 170.0 583 170.0 858 170.0 631 170.0 1048 170.0 684 170.0 1196 170.0 723 t7D.D 1345 1700 747 164.2 1413 170.0 758 1389 1443 110,0 758 U. 117.3 1443 170,0 758 1026 1443 170.0 756 W O p 54 In 170.0 797 174,0 eft 170.8 958 170.0 881 S7R0 1116 170,0 734 170.0 1279 1709 803 160.4 1353 11'0.0 837 UC3 1353 179.0 658 120.3 1351 170,p 861 foi,t 1353 170.0 861 S02 1353 170.0 861 a Co 0C13 (71 60 In 170.0 889 170.0 701 Iro.4 1083 tro.a 707 167.0 1218 no.o 870 Ne.t 1218 170.0 BM 128.9 1218 199,8 gag 116.8 IZ18 157.1 924 07.4 1218 148.1 913 83.5 1218 146.1 913 73.1 1218 146.f 913 F- co (:J z 83In 170.0 930 170.0 746 1705 1118 170.0 050 150,2 1164 108.8 033 131.0 1180 183,0 014 116.8 1150 141.9 098 109.5 1150 1542 885 87.0 1160 126,7 871 75,1 {160 128.2 876 86.7 1150 1281 87Q j (L 88 in 170.0 074 170.0 788 152A 1048 165.8 861 130,6 1046 146.6 884 114.3 190 .133,1 860 101.6 1048 123.4 839 91.4 504E 118.8 830 76.2 1048 109-4 821 65.3 1048 1002 818 57.1 1048 106.2 BIB Z z co N J j 721n U0.8 8B0 141.8 7B4 117.4 880 126.0 748 100.6 880 110,11 734 88.0 080 100.0 722 792 BOB 92.0 712 70.1 B80 882 703 58.7 880 792 893 50.9 880. 76.5 080 44.0 880 76.4 Bea W _J 1Q 781n 118.7 790 125.1 ego 99.8 790 1964 876 85.5 790 03.3 663 74.8 790 83,9 652 655 790 769 B43 59.9 790 71.7 635 409 790 65.1 624 42.8,. 790 62,1 618 37.4 790 81.5 017 Q ri 781n IW8 760 115.5 657 01.3 750 98.1 644 79.1 750 059 632 69,2 760 77J 621 81.6 750 70,8 612 55.4 750 65.7 605 462 760 59.4 594 39,6 75D 562 688 34,6 760 65,9 588 O i- ¢ Q 2 90 to 721 363 74.4 $oo 60.1 663 629 491 51.5 563 54,8 403 45.1 583 409 475 40.1 S63 44.4 468 36,1 663 40.9 462ft5-63 452 25.8 563 33,3 445 22,8 003 31.8 442 F Q W z Be to $9A 495 61.1 443 495 498 51.5 435 424 495 44.8 427 3S,f 495 39.9 425 339 495 36A 416 29.7 493 332 40B 400 21,2 493 Zie 394co t8.e 495 259 384 0- (p ILI C bWin 41.7 •391 42.6 353 34,8 391 35.9 34B 29.8 391 31,1 342 26.1 391 274 337 23.2 391 24.9 333 20.9 391 220 32B 321 14.9 381 17.0 315 t-111N 354 370 38.2 333 32.0 370 3J0 330 275 170 28,8 325 24,0 370 25,3 320 21,4 370 22.8 310 192 370 20.9 312 305 > W 3' Y 1201. 30.4 317 30.9 289 26.3 317 269 284 2t,7 317 22.5 290 19.0. 317 18.8 276 16.9 317 17,9 Z13 V O Q 3: ?� 1141n 17.6 220 17.41 203 2 d e co Z O O .. w�O 7A8LE 158 Anchor Comity Table Ds ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 c �� (L suW.e: 2.1k O0mmte 3.5k Cano. H-u-CMU FBIedCMU PTWood (ANCHOR CAP.,®„h, Metei (DP,}Xl )=ANCHORCAP.,,,, PRODUCT REVISED 5/le•Elao 114"SS EIc0 5116'Elao 1/4'35 Elooj1022 teol 91261881 212 Sled MULLION CAP.,o,,,,,, AnohorCOp Patterns Anchor Type: 3t18"E7°°U74a°°n itb•Etoa tkaacm N�p� a+tB^Eba tftumo9 ii4`EtcO tAlracon nggm0aiot tAtreoon A9gregmar {W}Sataw as complying with the Florida icy) S.(65) USE THIS FORMULA TO THE sending Coda Edgs ol.t-gn): 1` 2-lir 1' 2.11Y 3.118" r zan• 1" 2-tn" 2 3-116" r 8° 0,54• 4324• CAPACITY REQUIRED'CORRESPONDING TO AN NOA•-No. 17-0630,01 taa 7 t-Its t-it4° t-va^ tar4 ato' taro T 8' fare a es ACTUAL PRESSURE REQUIREMENT FOR THE 2AnaMa @ S Mr.o,C./8)215 Anglo Ceps f(Fq.lY 980 Zs 990 Ns Af01ha 880 Iha 1700 hs 27016. 260 @s 354 Th, 740IN aT4les 720 a -560.88-• 9PE THF MIn 110 Expiration Date 05/x612021 4 Anehas 03.5-Min O.Q1Q)2x5 AttgkC ,t{Fig.2$ 7805. 790 lb. 790166 1570 lbs 2525 t* 540 rho 550 its WA 1120188 74008 880 M. 189201. 16. 88516. 112016, CAPACITY(FROM THE TABLE)OF THE SELECTED B - - BAnchors 0 2.71'Min.O,C.!(2)2x5 AnAle CHP-1 g.au nz4 ros n2a ros 956 ms 2248168 22540. Wa 8481es WA lose Its NW 1320 ins -WA ma 1327 ms 160o It. MULLION.IT WILL YIELD A MINIMUM ANCHOR y ,_. CAPACITY WHICH MAY BE USED TO QUALIFY Miami-D a Erodu 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 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. t 115 u 11171 t 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT'DIMENSIONS,SEE SHEETS 21-23, •125" � &Y N ♦ • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30° 'tkk-............p FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •,.��:' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACf 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250° ~'tk{ No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690,WOOD SHALL BE PRESSURE-TREATED *_ YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF 425" t Z THICK.ST EEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL 70 BEAT 30'BAY Ff' LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 30'BA 14 Oma'. S ATE �<(/ • r THE MATERIAL,#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S, (��x '•A,LORIDP.-'' 4 ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. , ,/�//f I INAL�N01 A.LY4 th'ALLER,P.E. FL P.E.#58705 TABLE 16A Mullion Capacity Table tisme) n $ _ Opening Width(for wrli Ily-sparning mU9otts)or Oponin9 Holght(fcrhodzorllakspartling and ions) - --"- - -- -- ---'-- -- - -- - d 5 -. 501n 80 in 701n 801n 90 in 100112 120 In 140 in 160112 8?� Rectangulffi TlapTdarg. Reclanl;Lds T2PrrdmiI. Reclan9dar TrepRdag. RnctanBdar TtaP7Tdan0. Rae6nv�dtr TPplTdang. Reciaripdar Tr�dTderg. Reetan9Wer T�aprTtlarg. Reelenguler TreP�dang. Re tanguiar Traprnienp- Iy 325"45 Leadrg Loafing Lowing Loading Loading Loading Leafing Loading Leading Loddn9 Loadng I.aaAng Imdng Lcedig Leadng Lmdln9 Lesdng tearing c m DEG.AL L• D D F L S �• t 2> a 2• 2• F t D L• Z 2• 1361iS.0 Z> :'�' nBAYMULLA ry, a 9to v u a v a o v 17 u a o„ v iz o r? a v u a u d 4 43 14 ei o a s eS c��' e�G u e " i s1aesk. & s� �� oD �- 2 .113ZN12112 170,4 820 170.0 4J6 170.0 744 170.0 470 170.0 868 170.0 506 170.0 092 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 .0 521 150.3 1871 170.0 521 J48 in 170.0 703 170,0 624 170.0 850 170.0 584 170.0 992 1710 63D 170.0 1133 170.0 56I 1710 1275 170.0 677 170,0 1417 170.0 680 163.7 1637 170-0 680 140.3 16370 680 122.8 1637 170.0 680 rn50.E25In 170.0 747 170.0 683 170.0 898 170.0 831 170.0 1046 170.0 694 170.0 1185 170.0 723 170.0 1345 170,0 747 170.0 1494 170.0 758 147.1 1552 170,0 756 128,1 1552 0 756 '110.4 1552 170.0 756LU51 in 170.0 787 170.0 6I2. 170.0 056 170.0 667 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 037 1552 1455 1710 858 12-.3 1455 •170.0 881 110.8 1155 0 891 97,0 1455 170.0 801 3 M W60h 170.0 885 170.0 701 170.0 1087 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 044 1314.7 1309 170.0 99fi 125.7 1309 187.5 084 104.6 1308 157.1 862 19.8 1709 ,1 ea? 78,9 1309 157.1 982 ~ z 63 In 170.0 930 1T0.0 745 17D.0 1118 170.0 850 1829 1247 170.0 940 142.5 1247 184.5 983 126-7 1247 1526 985 114.0 1247 144.3 962 95.0 1247 138,2 138 B1.4 1247 7 075 71.3 1247 135.7 935 2 W Q � EL 2 061n 170,0 074 170.0 789 170.0 1169 170.0 PM 148,4 1100 183.7 955 129.9 1190 147.9 945 115,4 1180 1815 028 103.9 1190 128.4 914 B6.8 1180 119.5 988 742 1180 1 693 64.9 1190 118,1 893 Z 0)iJ 20 721n 161.8 1010 169.8 87T 134.7 1010 144.6 659 1164 1010 4272 842 101.0 1010 114.7 828 84.8 1010 105.6 617 BOA1010 98.0 807 871 1010 00.8 795 57.7 1010 780 50,5 1010 87,7 789 K ? 10 76 In WA 908 143.6 792 114.5 900 1220 775 96.1 008 107.1 761 85.9' 9M 962 749 76.3 008 88.2 738 68.7 Poll 02.3 729 57.3 006 74.7 716 49.1 908 710 429 908 70.8 708 QM 78 in 127.1 861 1325 754 105.9 661 112.5 738 90.8 881 08.8 725 79,4 eel 00.5 713 70.6 86181A703 63.6 601 754 694 53.0 881 08.1 681 45.4 861 675 39.7 661 63,7 672901n a2T 846 85,4 574 68.9 646 72.1 654 69.1 546 629 664 51.7 848 56.1 545 48.0 846 50.9 537 41.4 646 47,0 530 34.5 646 41.5 519 29.5 018 511 25.9 646 38,5 5aoBBh 682 586 70.1 508 50.8 586 59.1 469 48.7 668 51A 467 426 568 45.0 483 37.9 SW 41.4 476 34.1 568 38.1 470 244 568 33.4 459 24,3 658 452 21,3 Sea 28,7 447 0. e01O1081n 47.9 446 40.9 405 39.9 449 412 399 342 449 35.7 393 29.9 449 31.7 367 2 A 440 28.6 302 Z3.9 N9 261 37r 20.0 449 22.7 368 17,1 440 361 15.0 449 18.9 356 Lu Lu rh425 46.0 385 36.8 425 37.8 379 71.5 425 320 373 27.0 425 26.1 367 24.11 425 282 362 72.1 125 2A,o 358 184 425 20.7 350 15.8 425 343 ® Lu ooS2 120112 34.9 381 35.5 331 241' 361 29.0 326 249 384 25.8 321 21.8 WA 228 317 19.4 364 20.5 313 17,5 364 18.7 309 V Q O O 144 h 20.2 753 20.6 233 16.8 253 17.1 230 a!• Z (n W m O s0 TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: O g 8 €�0 Anchor Capacity Table fibs) ANCHOR CAP.,,,,",,, O o�¢-' BubshatP: 27N Cemrete 7.6k lbnc, HWOw CM F41ad CMU PTWOod Mehl (DP„)X( )=ANCHOR CAP.,,,, Y10'Eko 114'88 Eko 5116•EI- 1/W 9s Eko 910 steel a126teel 612 Steel MULLION CAP.,,,,,", PRODUCT REVISED Anchor Type: 3718'Elso UlOacon 1/4'Eka Ul6eson Ulb=w 3176'Elea Nneean 1/4'Ek.Ulbeean Agg.Gata! Unrecon AggreGatar 6new(G5)screw(051 Sciew(051 USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Anchor Clip Patterns SWIMng Coda ! Edge Dsteme(h7 1' 2-1/T 1• 2-1rZ' 3-118• 1• 2-1/Y 1• 2.112" 2• 3118" 2• 0.46• 0.54• 0.324• CAPACITY REgUIRED'CORRESPONDING TO AN NOP--No. 17-0630.01 Embedment(lnp 1-214" 1314• 13-4' 1-314• 7 1-1/4' 1-114' i-im 1.1/4• 1.1/4• 1-1/4' 7 tare• tai• wd. AC LPRESSUREREQUIREMENT FOR THE 2AMrM g 5•Mh,Cr.1(2)245 An9p a"1(Pq,-1k 3-0 m MU ba 45o�ba a H NIT IS LOWER Tl4AlJ THE MULLION EnpiraUon Date 05/26/2021 4 Amtrors 95•Min O.G/2)2x5 Angle WRs l(Fig.2} 780 bs 760 ms 7sD Its 1570Ibs 2625 es 540 roe ssD 161 NIA 1120 l� 74e lm aeD ros 1692 ros 6B21be acs IM nz0 roe CAPACITY(FROM THE TABLE)OF 114E SELECTED , B Ancham@VI'Min O.C.1(2)2x5 Angle pips/F0.3Y 1120lbs 1120lbs BS811% 22461be 22640. N/A 0401bs WA 105916s WA 1320 ros WA iDZ21bs 1327 Ibe 1660 tae MULLION.IT WILL YIELD A MINIMUM ANCHOR BY CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Da roduct Control - ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, FIGURE 1: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 26 FOR INFORMATION-ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. e FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 7 - 3)MULLION E DRILLED)N CLIPS SHOWN ARE NOT IM SCALE-FOR EXACT DIMENSIONS.SEE SHEETS 1-23. ��711 Y LYA/ HOLES TO BE GRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125" 45' � J.�N...••••N � !i FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `��_��•'.10CENSF �(� 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 -*;• _ YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045•THICK(18 GAUGE}STRUCTURAL STEEL TO BE AT 45•BAY '�` �z-' LEAST-125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION - TATE FF� ` • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBESTEEL,18-8 S.S.OR 410 S.S. 'c<ORIDP•..• ��: ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. %SS� q--�••ENG A.eYONIN114dEit,\P.E. FL P.E.#58705 i 1-- H7.000"H f 1.250°--I �ry Q ----- -- ----- - _ 1.000" I 1.000• -- 9C d ,{ 1.000° F' -{ 1.DDo" r r1zs5-1 S a 1zs V 125' .125" "IIS 2.750• 2.750 .126" 3.125" 3.188" .125' I -.125' RTl 25"2000• 2.000• 2,116".26126' 650• .125375' 375' � 501.0" r _ Q WI I uNi J u) J • 1•X2'X.126'MULLION 1"X2'X.375'MULLION 1'X2.75'X.375 MULLION 1'X2.75'X.850'MULUON 1'X3.126'X.5'MUWON• 1.25'X3-188'X.265 MULLION 1.26'X2.11°X.125 MULLION y :1U) 6063.76 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM, 8083-T6 ALUM. 6063-TB ALUM. 6063-TB ALUM. 2 Q -� XSECTION X-SECTION XSECTION XSECTION X-SECTION X-SECTION XSECTION L9 W C) 0 7 Z coi co {-{�-•-.125 {-{x,126' --{H-.125^ ~ U CID z IIT Ir TABLE A z Z) W' m = I STANDARD CUP I I I 2X5 ANGLE CLIP Z 9 o �pU 8063-T6 ALUM. 6063-T6 ALUM. Dimension Value(In) For Mullion: w_ OO 2.000' 2.125' XSECTION A 1.625 J ll �Z XSECTION 2,000• U CLIP 1 I 6683-T6 ALUM B 2 1°X2"X,125" Q :5 .125" X-SECTION I 125 Aluminum Z ~Z U Q pl O1 L C 0.885 Tube Mullion Q Z�Z Z -125"T D 0.740 0. Q Uo do A 1.125 r U) Z� B 740" B 2.404 V X2"X•375 n W O 5.500• CUT HERETO .375' C 0.635 Aluminum ® F J co v) .375° 3.125y CREATE FCUP,SEE MIN. 5.000• .-{ Tube Mullion r- .376"MIN. I-'- D 0.490 Q Z O O MM. DETAIL F•SHEET4 A 1.875 � D. r-------� r-------� - .338°MIN. r----- ------------- B 3.000 1°X2.75"°X c� tY m0: I I I I A A I U-CLIP A i---------I .375 Aluminum w &� L_ _____J L--------� _ 808376 ALUM. --------- '- 2X5 ANGLE CLIP C 0.757 Tube Mullion TOPVIEW 8083-Tsgt.uM. D 1.118 PRODUCT REVISED TOPMEW as complying with the Florida �- Building Code 1.r STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 1"X2.75"X NOA-to. 97-0630.01 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 618 FORME B 3.000 8 " tlSHiE-TOPVI ISTANCE.MAXIMUM ANCHOR 50Bnpiration Date 05/26/2021 WITHIN THE AM DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER - rims - SHEETS 617 FOR THE ANCHOR O.C. WITHIN THE DASHED , DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE D 0-B3g Tube Mullion By MIamH Product control DIAMETER:ANCHOR DIAMETER+1116". SHEETS 5.17 FOR THE A 2.000 -- ANCHOR O.C. TABLE B V X 3.125"X DISTANCE MAXIMUM PGT Part# B 2837 500'Alum ANCHOR HOLE Mull Dimension(sheets C 0.863 5.500•- { .375" DIAMETER:ANCHOR Mullion Std.Clip OBsetCllp U-Clip Angle Clip Tuba Mull.375 I MIN. DIAMETER 1116'. D 1.137 MIN. 1"X 2"X.125'(5) 66605 666113M 6661118M 666243M 666511 M A 2.625 r____ __-_-__I_-____-_ ____� 1°XZ'X.376'(6) 666OD6 666114M 6661119M 668244M 668512M B 3.262 1.25'X3.188' 1°X2.75"X.375"(7) 66607 666115M 6661120M 666245M 666513M C 0,862 X.285'Alum I 1 lube Mull I B VX2.75X.650"(B) 66608 666116M 6661121M 666246M 666514M D 1.762 126"X211' .` YLYN I r-------, D I V X3.125"X.500"(9 66637M 6561116M 6661114M 666242M 666515M ,A� �'tij I i I i ) - A 1-813 ,121' �'��,••'LIGENSF•.�(( �i I I L -_---_�I 1.25"X3.188"X.265'(12) 66641M 6661117M 8881113M 666241M 666516M Alum Tube Mull -------J 1 1.26°X2.11"X.125"(18) 69370 WA I N/A I N/A 668517M _�*;' No.58705 C OFFSET CLIP NOTES: --D -125" 8063.76 ALUM. - T TOPVIEW 1)HOLES 7013 E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. :�:ILN SATE �;'441 .T40-i-JH �i •'•F�ORIDP.•'' \�� Q 2)SEE SHEETS 6-9.12 8 18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. i7ss�Q pl.' NG;�� 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A�Ch'Ajl �ftrfR"O•E. FL P. .� 8705 -i 1.060° r- --i 1.006° t.B6z•-I� 740° ®aN -- -^I.083" F'-.125' .082' .385° rd- - {-{ .125' - ---I I 062" r .430" I I I o 4.000" '125•STANDARD CLIP S� 4.000" 4.000" 2.625" 2.000 6063.76 ALUM. 2.125" 2.000" 2X6 ANGLE CLIPU-Cup G' 125" X-SECTION 18063-Tti ALUM. I 6083-78 ALUM. C4 I I -III- L XSECTION .125' .125" X-SECTION U .126" .125` U 'N z .031" z 125°r O W r CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J U .125 .155°J DASHED BOUNDARY.SEE SHEETS I0-20 FOR THE O rn .. 376' 375• ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR B m S HOLEDWv1ETER:ANCHOR DIAMETER 1116'. m o I X4'XA26"� 1"X4"X.375' 1`X 4'X.375" 5.500° 5.000" 375° ��' Q tD U-1 MULLION MULLION 'T'-MULLION CUT HERE TO 606bT0 ALUM. 8063-T6 ALUM. 8083-T6 ALUM. 375" 3.125'-'-(_CREATE F-CLIP,SEE '375" ��MIN. X-SECTION X-SECTION X-SECTION MIN. I OETAB-F,SHEET4 orarau IRTZ'I •375" E m eU •FACroar 1.694' r_______- 1 r-------� CENTEROF r--------- ----------� .376' _€' 1.694' alum MIN. I I I I I ANCHOR HOLE I I ❑5 LO SON I I I I I MUST UE WITHIN J d g '� Z I I I I THE DASHED I i ¢ J `- I I I I BOUNDARY.SEE I I I I F SHEETS 10.17 I Z 2.876" I I FOR THE F +- rt F Z,Z to ANCHOR O.C. I 1 U ¢ � O 3.250" '1�• I I I I I F DISTANCE I I Z 3.8 I I I I MAXIMUM I I W O .100" I 1 I I ANCHOR HOLE I j J 1 U) 3.250' I I I I I DIAMETER:L 0° ______.� L_______I ANCHOR u__________________ JL V a 0 O DIAMETER a 1116'. ___ - d P Z>U . co 100" ,624" 2X5 ANGLE CLIP �o rC STANDARD CLIP U-CLIP 8063-T6 ALUM. -820' .820' 6053-T6 ALUM. 6083-T8 ALUM. TOPVIEW 1.260' 1.250" CENTER OF ANCHOR HOLE MUST LIE, TOPVIEW TOPVIEW -••1 .820° F- WITHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED 125'X3.2S1X.100' Ull'X3,25"X.624' 1.25"X 3.94' SHEETS 10.17 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. as complging with the Florida 1 MULLION MULLION DI STANCE.MAXIMUM ANCHOR HOLE Building Code 6005-T5 ALUM. 6005•T5ALUM MULLION DIAMETER:ANCHOR DIAMETER-1116'. Dlmen3ion Value(In) For Mullion: Dimension Value(In) For Mullion: NDMNo 17-0630.01 X-SECTION X-SECTION 6005.76 ALUM, F 3.687 1" (4"X F 1.938 1.25"X3.25' CAO 25" G 0.500 X.624' Expiration Date 05/26/2021 j 6.500" H 2.680 Aluminum H 1.438 Aluminum 3.469" I 3.000 Tuba Mullion 1 3.250 Tube Mu81on BY 2.661• QM � .375 .375' F 3.187 1"X4"X F 2.625 1.25'X3.84" ro1.377' .125MIN. G 0.757 .376" G 7.125 X.624'H 2.430 Aluminum H 1.500 Aluminum I 3.000 Tube&"T° 13250 Tube Mulllan F 2250 1.25 X3.25' F 2.813 30'Be Mull G 0.760 X.100" F 2.875 45'Be Mull .126• ,125° 2.250° 1 I I I H 1.500Aluminum 30' 11Tuba Mullfonz I I ITABLED3250'X45°8AY M30'BAY MULLIONPGT Partes60133.78 L_..-_______� �_ _____.., Mull Dimension 6083-713 ALUM. I X-SEC (sheetp) Mullion Std.Clip 08set Cllp U-Clip Angle Cllp ♦ • ,LICEX-SECTION i•X4'X.126'(to) 69364 666111M 6651122M 686241M 088518M Z �� '•� OFFSET CLIP _�•: No.68705 *_. �( I .125' G 6083-TB ALUM. 1°X4'X.315'(11) 68810 60617211 666112311 68624211 66861911 .228"J --,gB1'--� �•987�~ .740• TOMEW V X4'X.375'T(11) 66663 668112M 6661123M 668242M 66857BM NOTES: ^Y 1.25'X3.25'X.100'(13) 2018020312 6661127M 6681124M 668241011 866511511 a ••� 6 - 1251 X3,25'X.624'(14) 2010120316 6681128M 8681125M 6662411M 666511611 ��'•, 'ST TE 0 /,•'.(V�` 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 125•X3.94'X.824'(16) 20162 888111711 666112611 66824111 88851711 =' �i�C��•'•F40RIDi;.•''G\?♦ 2)SEE SHEETS 10,17,13-75,19 8 20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 68649 WA WA NIA 808511011 �7 �6N EN�♦♦ 45 Degree{20) 68650 WA WA WA 666571111 }aI I 1111 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, A.LYNN MILLEF2,P.E. LL) FL P.E.#58705 '1 TABLE E °2 g Mull Dimension POT Part# ry pp (sheet 9) Mullion SW.Clip U-Clip Angle Clip -'1 r--•125'- - -- -- --�(-.125" i+-•125" --- - - - b� db a - 2' 86802 666261M 666271M 6685112M I o to K 2"X6"X.25"(17) 86604 666262M 666272M 66fi5113M STANDARD CUP u-cup 2xsANGLEcuP v _ 2.000" 8063-TB ALUM. 806&T6 ALUM. 6063-TB ALUM. 2.125' I XSECTION X-SECTION X-SECTION 2.000' w NOTES: N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING i •125 I 125' 125• U DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. I LZ N W 2)SEE SHEETS 16.17 FOR SUGGESTED,APPROXIMATE h---1 490•---� O HOLE LOCATIONS. 1.490• - j 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5.500' U Of o CUT HERE TO 5.000' 375' 01 m w o- -3.500" 3.500" CREATE F-CLIP, MIN. K z COLll 2.000• .376' _SEE DETAIL F. .375• rt .375' �- = p (D MIN. r SHtET4 MIN. N z ------ -- --------------- ------ 7 ----- ------------- z 111 I I w_ I I I I J (L z j I j Q J � 4.000' I 1 _____-_I z U Q rn rn 3.438' re + 3.438" 250" 2"X 4'X 25" -- I 3.438" i I �. Q ZzC, oo m MULLIONIdo0 QM 8 6083-T6 ALUM. , I I I I •375" n - z m S X-SECTION I I I I I U I I L_____________________1 MIN. S W O Y Y ® IrJ (n (n L- STANDARD CLIP /Cr U-CLIP,6063-TB ALUM. 2X5 ANGLE CLIP t_ •Q Z O O CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. OR2"X4-MUWON,SHEET 16 CI:MFROF ANCHOR HOLE MUST LIE 8063.76 ALUM. ¢ Qm(A (n.250' WITHIN THEOASHEDBOUNDARY.SEE TOPVIEW WRHINTHEDASHEDBOUNDARY.SEE TOPVIEWOHO SHEEN THE 7 FO ED BO N DARY.HOR SE TOPMEW SHEETS 18-17 FOR THE ANCHOR O.C. 0 a-yI � cDISTANCE MAXIMUM ANCHOR HOLE f•ANCHOR HOLE MUST LIE \�-ER_'ANCHOR ANCE MAXIMUMANCHOR HOLEDIAMETER ANCHOR DIAMETER+1/16•. E DASHED BOUNDARY.SEE DIAMETER+1116'. PRODUCT REVISED SHEETS 16-17 FOR THE ANCHOR O.C. 5.500" DISTANCE MAXIMUM ANCHOR HOLE as complying wlth the Florlda CUT HERETO DIAMETER ANCHOR DIAMETER 1116". NOA-No Code 3.500° CREATEF•CUP, _ 5.000' NOA�4o. 17-0630.01 .375' `.375' SEE DETAIL F, Expiration Date 5/26/2021 .376' BY -- ---------------1 Mi7rni-Wde Product Controi I I I I I I I I I I I I I I I I I I I I I I 1 4.66 .250• 6.000• _�-_ T_ _-�_ 8' fr -t 5.438 ' j I 5.438' - 5.438' LYN 2"X6'X25" MULLIONj I 1 I I \ �'• 6083-TO ALUM. I No.58705 , •� X-SECTION I I .375' ~*:• 7f_ I I I - I I I MIN. '1] ------ --- -- ------- -- -- - r7 O� ST O 7 r �` STANDARD CLIP LLCLIP 2X5 ANGLE CUP i',9 .260' 8063-T6 ALUM. 6063-T6 ALUM. 8083.76 ALU M. ///�ONAL TOP VIEW USED FOR 2'X 8'MULLION SHEET 17 TOPVIEW A.L14W�II)LL�R,P.E. TOPVIEW FL P.E.#58705 • i • I 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. NO ANCHORS IN HEAD i)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUtTABLE,THE MULLION LENGTH IS 72*AND THE OPENING WIDTH IS 32'+32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING DESIGN PRESSURE OF B(LOI-60,0 FEE,IF THE TABLE DOES NOT SHOW THE EXACT NEXT LARGER SIZE AVAILABLE. RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114-AND WILL MEET OR EXCEED THE REQUIRED SIZE,USE THE E, SEE SEE FROM TABLE SHEET 7.THE 1'X2.75"X.375-MULLION(LENGTH-72',OPFNING WIDTH FENESTRATION DETAILS, 701 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 0-58.3 FEE AND WOULD 0 PRODUGIM SHEET NOT BE SUITABLE FOR THIS APPLICATION. 11�E APPROVAL 2-3 Rz� FROM TABLE 4A,SHEET 8.THE 1'X 2.75-X.650'MULLION(LENGTH-72',OPENING WIDTH WHICH EXCEEDS THE REQUIREMENT 70')HAS A DESIGN PRESSURE OF-/-72,7 ESE C TLI S FOR THE MULLION OPENING AND MAYBE USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LES. LENGTH USE TABLE 4BTO FIND THE ANCHOR TYPE ANCHOR QUANTITY AND CLIP TYPE.REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE.2X5 ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A6�PACITY OF 886 LOS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL. cc SEE z 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF NJ 0 DETAILS, :E E LLIONS OR FENESTRATION PRODUCTS,WILL SHEETS APPLY To THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRAT70M PRODUCT BE INSTALLED IN ACCORDANCE WITH THE V) m SUBSTRATES AND FENESTRATION PRODUCTS To MULLION. 0) INSTALLATION SPECIFICATIONS INTO RESPECTIVE -J CHORS IN VANDOW SILL -60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED NED TO BE 72.7 PEE WITH AN ANCHOR CAPACITY OF 638 LES.ALTERNATIVELY, UU 0— IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 Er 32'------- THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF; im CD 0) _I EM;-T N (60 PSF)x 636 LBS Cl) w 624.91-9S (MAYBE USED To QUALIFY#io STEEL scREws FROM TABLE 48) z CST a: THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMES AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A DESIGN PRESSURE OF-50.01,55.13PSF. to z FOR THE VERTICAL MULLION: < ZZ AND THE OPENING WIDTH IS 36'+36'+1'-73,REFERENCING SHEET 25, Q • 1)INIT ALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1"=105" —< (m THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318-AND WILL z DESIGN PRESSURE OF+51)0-55.0 REP.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED t t A A MULLSEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH-106',OPENING WIDTH LLI EL SHEETS 2-3 'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. 8T)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 15-1-15.1 PSF of :i W FROM TABLE 12A,SHEET 16,THE 2-X 4'X.250"MULLION(LENGTH=108 OPENING WIDTH=801 HAS A DESIGN PRESSURE OF-1-64Y PEE WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LES. z 37 6EEDETAILS. af FEPESTRATION ETAILS. 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 PRODUOTS SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAiNYAIN APPROVAL E 24 THE 73-DIMENSION(35-112"+35-112*+2"=73"), PRODUCT REVISED a with the Florida 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED 13'rho1m.,p'9.'nd VER I ICAL I 1 CONCRETE HEADER AND SILL ARE 15'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE S,CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. NOA-No. 7-0630.01 I THE STANDARD CLIP WITH 16)3118'UCTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1l2'GIVES AN ANCHOR CAPACITY OF 10.50 LES WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR E-pi,-tl--bate05/2612021 & DETAILS, ETNLE, W11 L.D. OPENING SHEETS 24 SHEET3 FOR THE HORIZONTAL MULLIONS: 13Y HEIGHT 9 Miami de Product Control FOR BECAUSE THE VERTICAL MULL WILL BE A 2-X 4'X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER H m MULLION TYPE COULD BE CHOSEN. MULLION i)THE MULLION LENGTH IS 30-AND THE OPENING HEIGHT IS 32-+72'+2'=106'.REFERENCING SHEET 25,THE COLVIVW USING TRAPEZOtDALrrRIANGULAR LOADING MAY BE USED.FROM TABLE 12A,SHEET 16,THE 2-X 4-X.260-MULLION(0 LENGTH=42%OPENING HEIGHT=120-)HAS A DESIGN PRESSURE OF+1-170,0 PEE WHICH EXCEEDS THE IC SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. pETAILS, 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR OUANTftY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.' IN THIS EXAMPLE,ASSUME THE CMU JAMES ARE 6' SHEETS ti 23 WIDE,IF THE MULLIONCLIP WERE TO BE CENTERED WITHIN THE F.CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF I-GIVES AN ANCHOR CAPACITY OF1540 LEE WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LEE. w (pY LY/vA(",, 31r, '\. .......... MULL LENGTH NOR`?- 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LEE.TABLE 128 FOR THE U-CLIP SHOWS TI IS ANCHOR CEN MULL LENGTH CAPACITY IS 1074 LEE WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY RrOUIRe 10 si� —.-.-.T.1OR.CAL.UL1!:j ANCHOR TYPE IS A#12 STEEL SCREW. MENT OF 521 LEE.THE z7 -70 * : No.S87D.5 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: -1-64.7 FEE FROM THE VERTICAL MULLION; -0 +1-170.0 PEP FROM THE 36-HORIZONTAL MULLION ATTACHING TO CMU; *170.0 PSF FROM THE 36*HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION}. THE LOWEST DESIGN PRESSURE IS+/-64,7 PEP AND WOULD APPLY TO ALL OF THE MULLIONS. .'ZORIOP, VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION L PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, A.L P.E. FLP.E,#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: LN PW PW PW U w O o EH/l 3/H SH/DH SH/DH �-i PW PW o z ��sU Z »N z W 0 M" JI M LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I / O / W SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i r I / / -�{ ED cn HINGED a I- � U DOOR v •PW I' _"• I LOADING OF VERTICAL MULLION u g "40 1 LOADING OF HORIZONTAL MULLIONco W �+ �Z PW LOADING OF HORIZONTAL MULLION ? Q R h �1/ i z1- Z d Pw Pw C7 m , c to PW a Tn Ao mo 1 co (} a o PW W Z ^ SH/DH SHIDH _ Q •t0 t!3 SWOH %H76H i U p U 0 _. 4 4 1 > EL mp i SWDH / PRODUCT REVISED LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / / as eomSplYingowlth the Floddo SILL OF WINDOWS NOT ANCHORED• WITH INTERSECTING VERTICAL MULLION 1 8u.1din CCoodd _ PIN PIN HR % MOA-No. 17-0630.0"1 1 Enpire6on Date 05/2612021 I - _ LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL gY ----� MULLION Mia a tnot Contro HINGED i DOOR PW PW I NOTES: 1 1)DRAWINGS ARE i ....—.....—.... RERESENTATIONS OF TYPICAL _ PW CONFIGURATIONS. PW CONFIGURATIONS NOT SHOWN o o O MAY BE EXTRAPLATED FROM THOSE SHOWN. C 2)IF THE LOADING TYPE CANNOT /i i PW N�(LYNN41j BE DETERMINED,USE " ! PW PW 1 r RECTANGULAR LOADING: ,��.•'t-�ENS `•.�,(��%, - --- I 3)SEE PRODUCTS'APPROVAL FOR �{.,1 NO.58705 / •:�'- LOADING OF VERTICAL MULLION ANCHOR LOCATIONS. tlN LOADING OF VERTICAL MULLION i - PANEL•OFHINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONSL t J..D ' / 0, Tii �F' •,(V�� I LOADING OF VERTICAL LOADING OF HORIZONTAL �//MULLION MULLION A.L�NhIIh1�ll4E1�'lP.E. 68705