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Home My WebLink AboutProduct Approval M IAMND�ADE MIAMI DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)3I5-2590 F(786)315 2599 NOTICE OF ACCEPTANCE (NOA) www miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This;NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall"not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled"Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. I 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. TFiUVENATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofthe 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 NL Plasencia.,P.E. NOA No.17-0630.01 n; � Expiration Date: May 26,2021 Approval Date: November 09,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B., TESTS I. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 - 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.32.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. 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-5`h Edition (2014) and FBC-6'h Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series `'PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. i i S i 2 3. Ft 3 i i 3 EZ I 5 F cE[ t f f Jorge K Plasencia,P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-2 s SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: n Y NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE x ~ e MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE r $ EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD,OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.......................•1 MUST BE ANCHORCO PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTICNS ..........1 FIGURE 1: ELEVATIONS................................ A GAP OF MORE THAN 1l4"FROM THE CLIP. MULLTO MASONRY.......,._...........3 NULTIPLE --gpENING 7J6]TH FOR VERTICAL NULL— ARCHES TO BE 2)THE AND NUMBER OF ANC(TORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE ML:LLED UNITS.MULLIONS MULL TO ZX WOOD.......................2 , MULL TO 1X d MASONRY.............2 MULLIONS - SCE DETAILS I INSCRIBED INSID= HAVE BEEN TESTED AS'FREE-FLOATING'AND 00 NOT NEED TO BE DIRECTLY AT-; TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES.................2 LL �• A•D,G,H; -SSCPENOULAR NOT HAVE, . lV _ SHEET914 MULL TO STEEL STUD.........._.......3 8 U 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOB CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1160.THE 1/3 STRESS INCREASE WAS NOT USED ALTEANATATE CLIPS.,....._..-.......4 fA �i'✓^ i T 1��\ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MLLL INSTALLATION..............4 Z W 1 X2X.126 MULL SPECS...............6 D1 0 = 1X2X:126MULLSPEC6...............6 -4 (n 4)PROPER SEALING OF ENTIRE ASSEMBLY 15 THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2.75 X.375 MULL SPECS........7 INSTRUCTIONS. t sTr x.6a MULLsvecs.. . e n S -( j \— 1 X GAM X.5C0 MULL SPECS........11 Z SEE DETAILS ,. I! I P 5)11S[THE COMBINED WIDTH OR HEIGHT OF ONLY 7V10 ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND t X A X 725 MULL SPECS,_....,__...t0 O I li! O F- ATHRUG, j Y J I \ Z2 M 0 C!) 5HEETSATHR 0. __-� --- I ---- 1 SEECETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEE-ANDSHEET 24.FOR VIULTIPLE UNITS,CONSIDER 1 X4 X.8T5 TUDC MULLSPECS....11 ] F- �• W ,. — ATHRUG; ONLY TINO ADJACENT UNITS ATA TIME WHEN USING THE DESIGN PRESSUREAND ANCHORAGE TABLES.THE LOWEST DESIGN 1XA%ST5"T'MULLSPF.cs......n1 F_ Q O I" SMEET6 24 I 125X 3.188X 265 M'JLL SPECS...12 I �/ �� \ I, t PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 1.25 X 3.25 X.100 MULL SPECS.,,,13 UJ Q YERt. CPE BNG 1.26 X 325 X.624 MULL SPECS__1A ] MLLL HFGHr 0)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND LIP TO THE NEXT SIZE SHOWN ON THETABLE(5), f.25 X 3.24 X.624 MULL SPECS....•16 y 'Z LOR ENGTH `�, HUHIZONTAL 2 X 4 X 26 MULL SPECS....._...,.....tfi W z 0 81U4L 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND'WALL DRESSING OR STUCCO,WOOD BUCKS BY OTHERS,MUST 2 X 8 X.25 MULL SPECS......_,....,..17 !Ir Q , Z I SEE DETAIL E. 126 X 2AI X.126 MULL SPECS....1A Ln / I BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT �• SHEET 3 I 36'X 3,�5 BAY MULL SPECS.........18 C3 �% AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIAL6 SHALL BE PROTECTED AS REQUIRED TO PREVENT Le F- W I MUUJO 6 BAY MULL SPECS .._20 L2 I--• G Ol T • �j �j i REACTIONS. MULI,IgN 6 CLIP DIMEN9ION8.._,.21.23 EXAMPLES I Z...........................24 V F" Z m FENESTRATION I 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO U'-TRACONIAGGRE•GATOR NOWS LOADING EXAMPLES....................25 ° f!J J tY� FROCUU'TSAIAY N y faL e `-BE OF ANY rYPE. I B)MULLIONS AND CLIPS HAVE BEEN DESIGNED 3 TESTFD TO COMPLY WITH THE RCOUIREMENTS OF THE FLORIDA BUILDING N lil MUST BE CODE.AND ARE APPROVED FOR INIPAC'r AND NOWIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH 0 Z �Y PG TURED II PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. �j LU Q �b ---T \ r-/ t0)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. Z 90�O L SEE DETAILS CLHORIZONTAL_ A•O,O,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND O-EKING U I -2 NULL SHEETS 2.4 W:DTFVHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA PRODUCT REVISED LENGTH HCRIZCNTAL I os comp),yln With the FloridaMULL —I Bullding Coda LENGTH INSTRUCTIONS; NOA-No. 17.0630.01 ACD(TiONAL EXAMPLES OF MULL CONFIGURATIONS I)DETERM11JE THE DESIGN PRESSURE REQUIRF:'.1ENT(L BS/FV FOR THE OPENING USING THE ASCE•7 STANDARD. Explrotion Dote 05126/2021 : 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF TI IC FENESTRATION PRODUCT'S FRAME DEPTH. BY ^NULL OPENING WIDTH —1 t--HORL.MULL LENGTH- 1fdo Product Control 'I LENGTH I` i `— 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR-OR-TRIANGULARRRA L:Z01DAL'. --1 DPENINO 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY I BG/FT 1 FROM TABLES to THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING HEIGHT " ' { THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE OPENING. MOIL d' HCRR PERT. MULLION CAPACITY(LBSIFT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE_RSQUIREAJE7T(LBSIFT'1 FOR THE OPENING OBTAINED IN HEIGHT I LENGTH I '� A MULL a� I �� 1 MUIL STEP 1). LENGTH ) L6 I 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NJC'f COLUMN ANCHOR CAPACITY REQUIRED LBS.THIS VALUE I�_,_ ..�L.�. �- -._.___ L- - _`'�--- .. ! REPRESENTS THE WINOLOAO TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO A'TAIN THE FULL MULLION CAPACITY. OPENING WIDTH _— \\ SINGLE MULLION SINGLE MULLION `FOR VERTICALMULL 8)FROM THE ANCHOR CAPACITY ILBS)TABLE ONTHESAMESHEETAND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ,�\\ 0N`f,LYAIA( I OPENING W;OTH ANCHORYSUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ��•' \pEN YC FOR VERTI:ALMULL CAPACITY IS NET. --. SEE CORRESPONDING DETAILS MULTIPLE MULLIONS •'� \FROM FIGURE 1 ABOVE. >)IF THE MULLION CAPACITY,(LB3,'FT')OBTAINED INTHE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSlFT')FOR THE _*•; No,6870E '•1 *' 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 MAY BE SELECTED FOR THE SAME SUBSTRATE C-p r 62017 FLORIDA BUILDING CODE(FBC),BTH EDITION . -1 j�-,••1(A„ �2014 FLORIDA BUILDING CODE(FEC),STH EDITION 8}VERIFY THE DESIGN PRESSURE RATING ICES/FT')FUit THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION O ' ATE OPPP 4J. i C F •ANSI/AFEPA NDS•2015 FOR WOOD CONSTRUCTION -- -- - - - - CAPACITY(LBSIF f'OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION 40RIO P,.•' •ANSI S*ALUMINUM M2 DESIGN MANUAL,AOM•2016 PRODUCT ASSEMBLY. ---- ----------- -- -- -- - - - _ _-_ _ _ �fs�ONAL aAISC 360-10 0)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR PERMIT. A.L1l(GNMIL IRIve, E. FL P.E.#58705 _ 7 DETAIL A: DETAIL B: -MUL_IUN �i $ I'1UtL19N MULLION ATTACHED TO 1X �E rva.aNCHOR x MULLION TO 2X WOOD BUCK UCKSTRP k� a OR WOOD FRAMING WOOD BUCK AND MASONRY AND 'PER SUBSIRATE, ez $ (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) ATTACHMENT SEE SEETABLES 113.13R ByOT14ERS — - SEE NOTE 1, :j/.i tv i a2l�-23 UP ULLION 311EET1. "•A: �: - B (.1� - NT,.jEE SHEETS '� I \• MIN e.7 KSt OWEITHER THE I`I'`!1 I FOR HOLE q V 1 y I eDG2. _., �•''y _� I 1' CCNCR ''STANDARD OR a ,r,\� • l.1 OCATIONS - `•�•L IOISTAnCE, VJ' EFE SEE TABLFROFFSELLEDGF 7CLIP MAYBPIS TAKEI !• \ I EDGE DISTANCE }B-:3B y �' .-..FORNOUIo 1\., \•. " ..\, i,•--RORMASONRY f- INSTALLED BY J THISY_ETHOD. `��` °°"-�\�`�; A•.,.[� n .' SCPLW9 \��•... /' I hNCHORS CJ W Q oOp L.sso hvxFOR �n" `ti \�� M�'�� .�^'` SIDF.VIEW 2 ccy WU'\.,• "\\ ALL MIJLLION9 [I[�:;\ z 10 " Eft THE STA LIPNDARD OR a (] m `\ '� ��'Y `:`\.\`�.. �•yn c \ a „ •'•\ ;k\L,\\ \� ., A \ OFFSET MOLL i'e Z 1$± 2 l C ME ,V EXTERIOR INDT.EDE a O EDGErwsME AY 6 TH�. rA 5 Z 0/ \ 1 ! DISTANCE S_.,_ \, �"° + \" ° ``\V\•�� ' n \ ,Y'• THE fFFSET CUP IS (` tIASONRS.. ~`\ --� ° /I 2 Z 0 Z N co AKChO/� t RECOYIMENOED FOR \ F f LO EXTERIOR _I a 1 rIN-FRA�•ED y' ^ o LU AI I 1S9N"INF BUT NA \• \-`-^•` U7 '-"-" ALSO BE USED FOR �� `Y�. ^ LU Y ,�` OTHER FRAME TYPES. I Rt Y Z1 pI TYP.ANCHOR TYP,ANCHOR - 4 TYP.ANCHOR ^-PER SUBSTRATE, i-PER SUBSTRATE, --^PER SUBS?SATE, �� SEETABLESI 'S f' SE_TARLES 14-138 SEE TABLES IB-IOB ILL EDO&EI,D _ PRODUCT REVISED l� r 013TANCE _ ,. .i ,„ BLCKSrRm- Building lding ing with the Florida �••l�� SEE 7APL05 _�•�i _ �j—__ AND 8ulld(n9 Dodo EMBECMEYT( j 'r / / dUCKSTidP j�l^S'% --Ib'13B ' - ATTACHMENT Noa-No. 17.0630.01 ,(_„ ''� ' ..• ,ice ANO f� %: � EMBEDMENT BYOTtiBRS, -"— '�-.--`" ATTACHMENT = �:��"!..._.• 1 , 56ryN"T 1,I e,<pirauon Date 05126/2021 BY OTFEKS. .. ._._� ° BY -+- - SEENOTE 1, • •' 3h!_..I'1.� 1 O ro uet Contra _ MN2.7KSICONCRETE DR CAIU SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES, 1;ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1If 1111I11�1 2)QUANTITY OF ANCHOR$AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ��` QN• YNAI ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �`'��.•L••ICENSE /C( CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. *,; 3)ANCHOR HEAD TYPE MAY BE PANHFAD,HEXHEAD OR FLATHEAD, / No.5870 68705 4)W000 SUCKS ARE OPTIONAL.SEE DETAIL C.SHEET 3. sm %�3 '•, �[-.,Z(�• -; ` 5)FOR MASONRY APPUCATIONS,IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED .O'n� ''•FC N ORID?•. \�� ELCOULTRACONORELC01/4"u^,6,AGGREGATORMASONRYANCHORS.- S1 "•' " A`LYNWM LILE`1P.E. _._ FL P.E.tt 58705 DETAIL E: � MULLION TO MULLION .125'MIN, MULLION DIRECTLY e ATTACHED TO INTERSECTION NOTES: �� d MASONRY STRUCTURE i—MULLION 1 y (U•CLIP) 1)MAY EE INSTALLED IN'TEE'OR'CROSS" o (STANDARD CLIP SHOWN) '\ INTERSECTIONS. y a VARIES 2)MAY BE INSTALLED A HORIZON7A_LY (SHOWN)OR SZ y \'•=�"\`�,I• TYP.ANCHCH �• , N EITHER 7IIE �,`�� "` ' I PERSUBSTRATE, -��,`�; �'�"•\' I\ SEETABLES 1B•1OB --. 3)SSE U-CLIP DRAWINGS.SHEETS 2'-23 u U STANDARD 0R ? I �- / M F O-fSET MULL �•''`�`�\��\ .=°�" I I •� TOP VIEW FOR CORRESPONDING MULLION. Q Z ,� W CLIP MAY BE ��.i��;.�•` �;�--7-I I j Yn`�-.,\ EDGE OIS-ANCE l-IAULUON Ir 0 _ INSTALLED BY '��:•gT`�II I �—FCR R''SONHY ii U THIS M.ETHOO. I ANCHORS VARIES I� -I III may✓ I I I i '\, k12STEELSCREWS, K 7 N �'�, I°I /�:'� ••``•, —SELF-DRILUNG OR PRE-DRI-L � ` s MULLION ANU USE SAS U, lL l Opj to co EXTERIOR �;. 1 :C \ �` X_ • e c -MULUDN O 2 �F I THE OFFSET CUPIS EDGE OIETAhICE �J r RECOMMENCED FOR z Z FOR MASONNY—'�` fIN-FitAABiD /INTERSECTICIN +--__ y�j a " U I ANCHORS WINDOWS,DUTMAY `—U41,11, FK o ;� '�I 7 \ r_ 1p�I i\ ALSO BE USED i OR Z OTHER FRAME nrEs. EXTERIOR TYP.ANCHOR —PER SUBSTRATE, -`'~`� f ,y ._;..�� H Q Q Z i SEE TABLES I8.135 ♦- U D7 0 • -YP.ANCHOR ST1'SHEET621.25 FOR a 1--lyO 'O ; I�� HOLE LOCATIONS .QJ,h j' ^� ;•1 .-1•I PER SUBSTRATE, o W ,,,I I _ �"�..•' / / ', BUCK TRIP %r;: ;;�J;.�,-�2r SEE TABLES IE•130 FRONT VIEW EDGE / ai I,./•. a ATTACPMEVT -�T:i'l' iI r 1•. ® < Y DISTANCE._ BY OTHERS. --_%t t.*'�"r��.. REE'ABLES 1C-1a9 I EIdREOMENT • n SSHEET EE E.1 •Q: ' EDGE tl z z O I • ,•' _ .. ., .� n • '• • ,• �• DISTANCE rLO m.Q , SEE TABLES SIDE VIEW UNI 2T KS'CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1R.1313 d'� FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO as eom Iyin with tho Florida STEEL STUD Building Cax (STANDARD CLIP SHOWN) NOA-No. 17.0630.07 i S-RUCTURE Expiration data 06/2612021 INSTALLATION NOTES: T"P ANCHCN 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BLYOND WALL,DRESSING OR STUCCO, c —PER SUBSTRATE, I MIamF�jdo ro uc Control t REE TABLES 18-138 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION A` ,` SEE SHEETS Qj ONLY,BECAUSE THE ANCHOR CAPACITY 15 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCC,THE 21-23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. LCCATIONS MULLION :)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. •..�� O!I 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. 5)FOR MASONRY APPLICATIONS IN N11AMI•DAOE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED — -, ✓ _DISTANCE 0 ELCOULTRACONORELCO1l4"S.B.AGG7EGATORMASONRYANCHORS. _SEETABB �A� !!. I 'SEE TABLES .• QNY•LYNnJ `)II FOR STEEL.STUDS TH NNER THAN \\ J" ,.t FRONTVIEW I 1"�1tlGAANDCOMPLIAN'WITHTHEP:BUILOING 1B•138 `;P,•'VLCENSF••. LODE,A 2X WOOD BACKER MUST USED. ATTACHRIENT"Y OTHERS. '•�J,I USEWOODANCHCRSPGCS z�• ) NO.58705 _ ti EXTERIOR SIDE VIEW _ 14OTFS: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD �O•••� TA p- S •r•�/�: ANCHOR VALUES MAY BE USED, 'n� i OR 2)SEE COR FSPONDINO MULLION TABLES, - - --- - - -- -- --��ss/� NG\ I SHEET S 5-20.FOR QUANTITY OF SCREWS. A. Ft) E. FL P.IE.Y.8705 i ^`a �+ DETAIL F: DETAIL G: DETAIL H: z FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION g (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) w `-� SEE DETAILS A-D, � uj SHEETS 2 AND 2 PON INSTAL)TICN 90.OR 19' ti I TO SPECIFIC SUBSTUTES. BAT•MULL hfULLION CV \ % I O O O Z w O O O O O T O O TOP VIEW T r SIDE VIEW w / SHOWN'/ArH1'XI'x,12G' ) TOP VIEW. fj al V c4i y -ir WL'LLIUNZ (w.9 ' I I TYP•ANCHOR ,� Z -- EXTERIOR I i ' --( PF.RGUDSTRATE, U $ =G /• r i i - SEE TABLES+6B oR ISB _ „U TYP.ANCHOR STAttDARD MULL!DtI CLIP - , I PER SUSS rRA`E. /' .� I O ,r rCONDITIDTO FIT FIELD t �' SEE TABLES+ri•1aa EXTERIOR ¢ Z :. CONDRIUNS. I 2'X6"AN3LLCLIA Z Q /�•+, I Imo. 2 PER MULLION END,4US r BE O N; INSTALLED INSIDE OFSAY MULL. �` Z GO- 1 to u m 2'X 6•X 11l •\ +I I ANGLE CLIP, '•-\ I:. rn �+ fn p , ` I I \�\ ;-2 PER MULLION END, '•,\ /'� Imo, / MUSTDEINSTALLED Z O Q ID \� `J 4 V \� �'/�. I I I i'l,• INSE OF MULL. (\ `1i 5�^ �[r0 o �".,• �. TYP.ANCHOR j \ •\ + / PRODUCT REVISED `--PER SUBSTRATE, f "'� y SEETABLES IB•IJD �"'_-� J ` J Building tyong with the Piorldr+ INTO WOOD. NOA-No. d 17-0630.01 EXTERIOR STEEL,ALUM -- INrO WOOD.STEEL, STANDARDCLPTDBE - I ORMASCNFY /��/'•/%� Ex�lrotlaa Date 5/26/2021 ALUM,CMU CR IJAEONRY MODIRF.D IN--IF t , I/ 9� / T r EXTERIOR O By EaTFRIDN r`//j./.• '�•�/ l \ LL` _1—''�l/ / �fj''/ 'i'.-/ mI- ro uct control INTO WCOD.STEEL, ALUM,CI,IU ORMa301'IRY EDGE �� ^`^G• 2 EDGE ] ,J AWFOR &6 1 I I OWA PER ANCHOR Yl�/' .//' ROTES FOR INSTALLATION OPTION O 8 H T��\ ONY NOTES FOR INSTALLATION OPTIONS R 1)USE 2 ANGLE CLIPS PER MULLION ENC,CLIPS MUST BF.INSERTED INSIDE CF MULLION. z :Q�•• SF l(�y 2)Ut:I'AIL G:SEE TABLES 1B•14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR I-IOLC ~ *:• No.58705 7jDETAILISNOTAPPLICABLEFORTHEeAYOR1.2G'X2,1TX,725'MULLI�N. LOCATIONS 2)SEE TABLES 18-733 FOR ANCHOR QUANTITIES AND SHEETS 7.1-23 FOR HOLE LOCATIONS, 3)OETAiL H:SEE TABLES 158 OR 168 FOR ANCUOR QUANTITIES AND SHEET 2Y FOR HOLE30 LOCATIONS. 6 3)THE 2X5 CLIP IS NOT SUITABLE FOR-THIS APPLICATION. a7E- T A- (L - - rr ��s•'•.�ORION..••' o A.LfkNIPALL FL P.E.I/58705 TABLE 1A Mullion Capacity Table bsfft Opening Width(for vadical)yspardrg mu0lors)or ening Height(fonccrizontafy-sperT2ng mulloro) 11 1: BO In 00 In 701n 8011. 90 in 10 In 1201n 1401n 160 in D Retlanvier '^opmtang. 1leduqulr TrapRdan0.P.Rccton9der TmpRd�rq. R<donpgar 1apRdan0. Hedorl,Mer Trap/neng. Rootangulu ToprtNen9• Redr0.lor TroplTdng. Red.gtdar Trepmlong. Rnctonpdor irop'hlanp. 1%2X.125 LO.d^B Laadinq Inodnfl Loafing L. It La4dnp Loading Loading Loodn9 Lo FM Loading Loadng Loading :ceding Loading Loadng Lowing Loading cY Alum.Tuba F .�' ttFtt '�d ., i a '; o .K �' .,a At .lp k Ilion is _ Uj 0 121n 11LB 400 129,5 332 83.2 408 115.5 325 79.0 ACB 107,E 321 69.0 ACe t04.1 319 fi2.1 /08 104.0 719 55.9 400 104.0 319 40,G 408 104.0 318 39.6 408 104.0 319 36.0 409 104,0 119 LL J N Ten Td.7 312 BJ.B 258- 624 312 73.4 2e2 6ai 312 67.0 248 48.0 312 63.2 246 41.0 312 61.3 244 37.5 W2 61.0 244 31.2 317 et.0 2H 2O.8 3I2 61.0 244 214 312 e1.0 244 N SO e25In BJ.9 261 70.6 TN 53.2 251 61.5 228 45.0 281 65.7 224 39.0 261 52.1 222 3$.5 281 50.1 220 31.9 241 49.3 219 211.6 281 49.3 2W 22.8 281 48.7 219 20.0 2a7 49.3 1is W O S 641n 520 247 57.5 207 49.8 ZtT 49.e 202 37.8 Sal 4a,B 19A J2B M7 /1.6 f96 29,2 247 00,4 1W 26.3 247 38./ 1BJ 21 9 2/7 7e.' 193 1s.9 247 78.1 1P7 18.{ x17 7a.1 197 K rm� O fLU U c Ggln ]8.4 7.00 41 2 170 32.0 200 36.4 100 21.4 200 21.5 163_ 24.0 200 28.9 160 2f.7 20C 21.1 I 159 18.2 -700 25.6 137 18.a 200 25.0 f50 _ r_ Z '4 8]In 53.1 101 09a 15s ar.e 1e1 30.0 152 23.7 let 26.9 $4B 2D.7 161 21A 1/8 10.1 161 2a.e 144 16.0 151 21.7 147 z T ea _ -. z z N A S 681n 29.8 18s 30.e 142 24.0 165 26A 139 20.6 165 23.1 136 16.0 IGS 21.0 134 l ui U Ca U 721n 222 110 27,3 120 18.5 -iJ8 1B.B 118 15A 119 1).5 i1B W d Uz TO In 1e.B 125 19.7 100 16.7 115 19.9 107 J iiaI--- J TABLE 10 ANCHOR CAPACITY ADJUSTMENT FORMULA: y Ln --'-- Anchor Co aoi Table Ibs ANCHOR CAP.,,,,. P 9p0a:rele' 7.iMConcrete 3.5a,ono Hold, FNadCN1L' PT Wood _Ma^I (DPJX >=ANCHOR CAP,,,., U -- 'JIG'Eica 1/4'8s Elco 5116-Eko U4^65 El.o 570 dteel Y12 6Me1 012 Bh:al MULLION CAP.,,M, W Ancnar Type 3118"Eko Ultocnr 1/4'E:eo Ullrxm UltmconF i 1!4'Eha UlVacon AggreGelor 11R. n A99mrW1r Go-Gil straw(GS) straw(SS) USE THIS FORMULA 70 OBTAIN TI I["ANCHOR O N y AnehorCllpPadema ._ -- - Edge oielaneeMb r 7•+la• r 2•tr4^ 3•ve• r 2•lrr r S•ve' r D/e•_ nsb• Dal: CAPACITY REWIRED"CORRESPONDING 7D AN V X a �? ACTUAL PRESSURE REQUIREMENT FOR THE E016NmaM I51', 131d" 144' 1.3/4' 1314^ 2 1-1M" 1.fli" Tile ;-1!C 2' 1319' t•90^ arks L7 Y Ancron QP 4.TS MIn.O.C./9t8ndaM or OQaet CIIp(Fg.11: 300 Wa 390Ib. 4501bs B9015a tat m. J5i 0:a 740IM 31•i lo. 68{Iba 848 We Sot 9a w2le. 560 ma OPENING,WHEN IT IS LOWER THAN THE MULLION n•,pq� m0 ms'0 4 Andlen®1.1S Mlr,.U.11 I91aram for Osten Me[pip,7): 460 Me �7001b. NIA NIA WAThe NIA WA WA WA WA EC2 M t95 Qd i1x0 ka CAPACITY(FROM THF.TABLE}OF THE SELECTED U CIt 4Arolprn@r3"Min.U.C.111)Z.5 Anpk GIPe/(fifl.]1' 780 bt "780Iba Ou01be 1001t. Ig9ama Nln 7801ba -T181N 8901oa 1092Iha e6211aa 8e0 Na i1x01Cy MULLION.IT W:LL YIELD AMINIMU011 ANCHOR 2 2 ArcNcra®OAS'Mtn.U.C./ULllp,Into.125'ANm.IFlg,4% WA WA NIA NIA WA WA WA WA WA NIA WA WA N/A Tie Ift CAPACITY WHICH MAY BE USED TO OUAI.IIY 1 Ano5or/F.GYiD lFlq.81; 1071oe 795ibn 2732o NS lb. 872 D. 1401M 177 ka 770Ioe 1B71Sa 37214 1Y3 roe 1701oe 2111be 2801os ADDITIONAL ANCHOR OPTIONS FROM THF. PRODUCT REVISED 2 AnebaN @!1.15^MIn.U.LJFL1L11-11 e1: 2dO Na 350ID1 WA N/q WA NIA 10G IM WA NIA NIA NNW r!!q 341Ibe 4421b.- RD lba ANCHOR CAPACITY TABLE. BNIldioglClodOWifh the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. NOA-No. 17-0630.01 F-plratlon Date 0512612021 By M11'reil-Dpolb Product Control FIGURE 1: I1FIGURE-2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING TiE TABLES AND SHEET 26 FOR INFORI IATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •--1 1,000' �� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 0 • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE IOCATIONS. ANGLE CLIP MUST BE USFD IN PAIRS. pN��?'NN 4)SUBSTRATES CONCRL-'IE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLED - �� 'CA,••UICENSF!�>/�C�� CONCRETE BLOCK UNIT(CMJ)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE..-TREATED FIGURE 4: FIGURES: -��11I1 FIGURE fi: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' P O THICK.STEEL STUDS TORE A MINIMUMHGRADE 33 AND.SHA THICKEN GAUGE).STRUCTURAL STEE S B BE AT No.58705 , LEAST,125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LF11ST 3 SCREW THREADS BEYOND � '* THE MATERIAL.910&312 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 410 S.S. L j 17, x i �7loll �'., OSTATE F L/ FS Fi ORION•,,•G�t'. -- - - A.OMM11l1EEY3,P.E. FL P.E.#58706 TABLE 2A N Mullion Capacity Table Ibelltt I- n OpeningWldth(for vedicalty•3parlr,`ngmulllons)or Opening Height(for honzortafyepetWrgmuliens) 8 ! 60'n m in 701. eo in 901n 1 W In 120'n 140In 100In Re4ldlgnlu Tt>f>,TTM1TO. Reclengulat Trad7dertS. Rsct4n9u!or Tnp'fiaig, Reclin9ulu TratYi•19Ig. ReomnaWw Tr4ilroorg, Reetm9Ulor TrapRdang. ! Recimpint Trapf(darp. Pe4langulu -I. Triang. RactalWlar T1epRnntp t x 2 x,376 Loeding Lead141 Locorg Leant Loa'mg Loo4hg Leadirq LWdUg Loading Loadng I.a ding LowAng Lcedrg Loading Loaeirg Lanilg Lcadlm LOOS a- Alum.Tubo a , _ & q _ r _ _ r a $ �gy Mullion q � 3� it 421n VD0 820 170.0 435 151.3 01 170.D 47a 129,7 662 17MO 606 113.E 68'3 184.5 618 1000 •e62 1678 51T B0.6 6B2 1839 617 75.T 962 1639 617 Bq9 652 16891 617 63.7 607 190.8 71T K 0 •91 � qO In 121.0 597 t360 41B 101.4 e07 719.2 410 80.9 SOT 109.7 403 76.0 W? 1023 369 0'16 507 99.6 307 60.6I 507 WO 398 EO.7 507 69.0 396 43.4 G07 990 380 30.0 607 E0.0 3B8 Lu J 60.8731n 11Y47 458 1146 379 56.4 45O 69.9 371 74.1 456 BOA 394 646 4EG 64.6 360 676 46S '81.3 367 ate 456 SAO 356 433 456 $0.0 3L6 J7.0 436 80.0 31b 3Z4 4a6 B0.0 356 641n 854 400 03.3 336 71,2 400 ao.9 328 61,0 SOO 73.T R7 53,4 4W 07.3 313 47.6 40G 84.0 376 427 4D0 879 314 35.0 400 61.0 S13 JO.fi 4J0 01.5 313 267 400 81.8 313 W C3 I-" 601n 62] 32/ 66.9 770 6LB 324 67.6 270 4h6 324 61,2 264 39.0 37A 46.8 28D 3.f.e 324 43.8 397 31.1 324 420 T59 28.0 374 40,5 253 22.2 324 40.5 753 18.5 324 40,5 7,ry3 63 h1 63.a' 294 67.4 232 44.6 281 4g,T T19 364 294 400 241 33.6 204 386 T37 ;AD 7B1 27,1 Tad 26.9 29d :1ST 232 214 794 3J.9 230 19.2 294 33.4 23D 16.0 2N 334 230 F- Z J 66b Mae 268 40.6 23D 39.0 29B 424 2Z 33.4 76B 37,6 2221 29.2 253 34.1 21H 20.0 2" 2116 216 23.4 260 19.1:212 1B.6 265 2a.0 210 10.7 268 27.7 700 14.6 208 27.7 299 2 2 Q - -- 2 g S 77 b- 36.0 126 37,9 196 30.0 126 322 197 26.7 725 29.4 168 L'6 226 25.6 145 20.0 225 23.5 162 180 225 221 100 75.0 279 20 3 177 t29 225 19.4 77D 11.3 229 iAS 176 yy 1;J ' w 5 W O 7Bb 300 2C2 320 177 70s 232 27.2 173 21.0 707 Z3.0 tT0 182 202 21.9 i67 170 202 78,7 103 103 202 19A 103 123 202 16.7 103 10.9 202 16R 153 9.6 202 75.a 155 J Z I Te In 26.7 162 28,0 108 23.6 ICI 79.1 165 20.2 192 ZLO 102 17.7 102. IS7 15B 157 1S1 161 767 1a.2 192 186 t55 11.8 1WA 15.2 752 101 f83 14.4 1W e.0 102 t4.2 150 m Q _t (� BOh 16.6 144 76.0 129 16.4 iqb iR.f I_ ' O S{{{tL.��,..�� J z ( C ¢ Q Q) Cl 081n iG.X 12r 19.e ttl a g Z co .- 0 ~ Ul O O TABLE 29 pnehor Ca nc Table jibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: I- CO amumte. 2.rt Cunerete 7.Sk Cd11. Nsigw Cvu ANCHOR CAP„•_•„„ N W )( Filled CNU PT$44d Mobl (DP)X x ,_ANCHOR CAP.,,, Y Y S11C Elco 1/4"66 Eka 5l18'E1cg 1/a'69 Elco 9;0 steel Mil 51=e' 917 srs41 MULLION CAP„.,.,,,, F cV Anohm Type 3fid"Elco Llimoon 1M'Em UIVdp4A Y10'Eho UArecan I,SID.Jltraom Anchor Clip patterns U2moon AOmeGet" Uilrmon Aggroa.tor Sv-IGSI 6cmw(G5; screw(c5) USE THIS FORMULA TO OBTAIN THE"ANCHOR U X Q Edge 0:0-e M) t° 2.1r2• 1^ 2a/T alto• 1• 2-IQ* I^ 2-lir 2' 3'ra• r n 4m 0 t - C.VA- CAPACITY REQUIRED•CORRESPONDING TO AN nT Z O to Embm Mk +-va•dme 1-3/4' 1a/• 1;v4• t ,-1N° 1.1ra^ : tnle• 1.iN^ t-ur 1:r4• r 1.va• t-va` versa ACTUAL PRESSURE REOUREMENT FOR THE E 2 M:Aols 4.79`Mln.O.C.16land11d q OAoel pip,Ig. I sw iDe 390 lbs_ ago u a 890 IDa 1w4 m1 no n,e ztlg m1 391 m 740 M a74 D1 661 wo 9481M- 341 lea 4421DS tat lba OPENING,WHEN IT IS LOWER THAN THE MULLION 3 4 Anenan®1.19°Mln•oC.7slender4(or OSaaq eup(Flp.z7 4e016a _TW IDa WA ItiA NIA roA 3W Ito loa NrA rJiA WA wa CBZ(6a 815Its tt200s CAPACITY(FROM THE TABLE)OF THE SELECTED 4A.M.Qa9•M.O.C,I(21$S Angle plpa/(Fip.J): 760 Its -7011ba g601ee 15a0!ba 14061rr, 5401bt 5916, NIA 7CO it. 7461bs ago 1e921bi 502 IM 665It. _I120 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Archar1790.49'Mh O.C-f LLCao,MO.iTSANn1,(Ftg.<k NIA NIA WA NIA N1A NIA N/A NM NIA I1M NA WA- WA WA -7751Da CAPACITY WHICH MAYBE USED TO OIIALIFY PRODUCT REVISED as complyln with the Florida 1Am6crl F421p(Fig.q: IDS its 19910a 225 It. 44111. BTT It, +DS Iba I 1-0q@, 171 ID4 370IDs 1878•e 3321Da 4731ba 170 Rw 221ICo 260 for ADDITIONAL ANCHOR OPTIONS FROM THE 6YBding Coda 2Anshon 1.}SMin.U.Q/F IFk.eY 21U IDa 3m lea WA N/A 141A WA 1m Ifs NIA v NIA WA NA WA 54i lac 442IDS 5601bs ANCHOR CAPACITY TARE F. NOA-No. 17.0630.01 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, Bxpirutlon Dote 0512�6121121 Mlam % 'ro'uet ontro � FIGURE 1: FIGURE 2: TABLE NOTES: • e 1)SEE SHEET 1 FOR;NSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, t SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.000• - r 2)LINEAR INTEHHOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE f FIGURE 3: F 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23, fyv HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000,._ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. L � SO .•••••��`,.• �tCEN GLc•��C�i� ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CCNCRETE SHAL'_CONFORM TO ACI 3C 1 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .3T5` �'. i CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED No.58705 I FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65,ALUMINUM SHALL BE 6063-T5 ANO BE A MINIMUM OF.125• -T D l 1'X 2•X.375'MULLION THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL TO 3E AT = I I' II LEAST.I2W THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRFADS BEYOND THE MATERIAL.b10 S 012 ANCHORS INTO WOOD MAY BE STEEL,10.8 S.S.OR 410 S,S. 0 ',,t6sl�l ,• - - -- ---- his G NA A.LYON MILLER`P.E. FL P.E.N 58705 TABLE 3A _ B Mullion Capacity TablD Ibs A*x g u Opening VYldth(ror NeRlCnly-6porutirg mullolwl or Opening Haight(for fta1lmntaA7.4poMlrlg mullions) 6o in 501n 70 in 40 in 00In 100 in 1201n Ho In 1 S0 In n Robla.•lgular 'Trbplinatq. Raetarppaf TmC4TY np. R•nanevla Tmpl7dang. fmct•ngular 1FaplTdm,g, Rttbtnpalar -RapRAang. 17actanpu;ar Trap/Treng. RecSonOWm -1r HA. p t%2.78% eplTtlaM, Reelanpa»w Tnp176M. R..It lu TmplTdong. R ,375 Afam, b•�np Lao3n0 Lo•din9 LOamnp Loat9M loodM Loadr:9 Leu,6M Leadrp L•Ing Lancing Loading L drg Lva�ng L04ding LWdng LAa�11 1119, M Lm6ng 6Y u Tube Mullia IT, 1z 1 E +! 5 tr BF yL !I 2 6� a B a U 21 42 trI ,I 170.0 02a 17C.0 435 170,0 744 170.0 478 I"D 30 17D0 SOB 1160 992 170.0 519 1700 1116 170.0 621 1700 1240 170.0 62t 1dB.7 1301 170.D 521 127.E 1301 170D 521 111.6 1301 t70A $21 O LL J 481n 170.0 741 170A 624 170,0 850 170.0 bat 170.0 092 170.0 630 170.0 1133 173.0 oaf 151.E 1719 1700 677 138.8 1139 170,0 160 tIJ.9 H39 ;70A 660 07.8 1139 170.0 fi10 67.4 11M 1T00 660 y SO.F27In 170.0 747 170.0 963 1i0,0 608 17D0 Of 167A ID32 170.0 664 116.3 1032 Woo 723 110.5 1032 1700 747 117.4 1032 170.0 )S6L44. 1032 170.0 786 839 1022 174D 756 73.4 1032 170,0 756 641, 170.0 7B7 1TOA 612 151.3 901 170.0 591 1362 907 104.7 730 RII 907 IS15 720 107.5 907 145.0 714 16,0 907 141.1 710 ON 100 702 69.1 057 1431 709 60.5 007 140.0 7C9 a m f0 bd In 141.1 775 751.5 025 i17.8 �5 t3C.7 61f f009 739 116.0 596 !A2 7J5 100.2 583 MA 735 0d.5 56] t0.5 AB 85.1 676 7]5 91.0 B74 6oA 775 91.1 /7a 44,1 736 91.0 S74 4p 831n 121.0 6E8 130,0 670 101,6 6S9 11f.5 83T 67.0 Goa 99.9 647 70.2 6GB 10.1 e36 8T,7 6B8 67.9 bill 60.9 OSB 79.e 526 F8e 75.0 52f Q,5 688 79.e 17f 3e.1 656 75.8 521 66 In taH.O 807 712A 522 D8A Bat 041 511 75.7 107 05.0 -of 652 607 77.1 493 58.9 607 71.5 466 53,0 80T 67.8 431 607 63.4 /76 37.9 507 62.7 474 y.1' e0) 62.7 474 G Z W % Y T21n 81.8 810 65.6 4/3 80.0 770 73.0 IJ/ 66.3 10 04,7 4M 61.0 510 57.0 410 46.4 510 837 41J 401 81D bD.O 4p5 340 6I0 45.8 402 2d.2 810 44.4 359 251 610 H.3 39B tD n' O 3 76 In 69.1 488 726 100 57,5 L6 81,7 382 49.6 451 6{.) 395 13,4 4Bd Z6 370 J5A 465 44.6 313 34,7 118 41.6 363 289 45d 7T.7 382 24,! 45d 36.g 359 21,7 4•Y 35.7 75D �I Z 2 751n 54.2 435 67.a 711 53.5 135 68,6 373 45.9 43S 49.6 US 40.1 436 44.T MO 35.7 435 40.9 3E5 32.1 415 38.1 351 2S.8 4]6 3/.4 34/ 22.E 435 316 Nt 20.• 435 322 340 :3 F � � r 001n 41A 327 434 290 34.9 327 26.4 20 29.9 327 31.2 210 -El E.1 1 26.] 2-9 232 327 25.7 271 20.9 327 23.7 2EB 17A 311 21.0 252 14.6 327 10.3 264 3 Z ¢ Q1 00 in 34.4 261. 38A 257 26.7 257 29.9 262 249 287 28,0 24B 21.1i 217 21.1 244 19.1 207 2C.9 7A0 17.2 �76T 1aA 277 1d.4 287- I8.6 y2 H try.y Z 7091n 2A2 227 24.7 205 20.2 227 20.B 201 �13 T21 18.0 lilt 15.1 227 160 J95 n XS) •. t if In 217 1/3 22,7 181 f6,6 21! 10.1 191 2'! 15.8 Ids W 1201. ITS 184 17.0 167 - � R N Y Y TABLE 3B I v X Q ---' •--• -Ane nor Capacity Table lba :ANCHORCAPACITYADJUSTMENT FORMULA Z V) ANCHOR CAP,',„,,,,, 2 �O sulrtrotc 2.71(emcrete 3.53 Wno. HW.. eau FaIW VAU P7 Wood WWI (DP,,,)X( )=ANCHUK t1AP.,w $ � � �d' •J,V El.. i/1•BB EIep 916'Eko 11P 65 Blca 0103teel 012 SIM: p1251ed MULLION CAP ,71'Anchor rype. 3nt7 E'ko NOacon va'Eka❑1ra:w1 SHa'EI10 Naoecn 1/a'F.ka NOacm _ J 9araw 1G5) saew;GS, USE.THIS FORMULA TO OBTAIN THE AnahorCHpPanems _ Ntra4an n99�.: unison gggre0amr 3tra+r'11T.`. PRODUCT REVISED Eabn nl•lance IInJ: 1° 2.12• T' -• 2•tl2^ a•vu• P 1-V2' t• 2•UT a• 3•t+0" n• 0.48 o.W'_ O.ai's^ CAPACITY REQUIRED'CORRESPONDING TO AN Embedment In: 1.714• 1.31r 1.3/4' t•314' 7 - 1.714' I-IA' -1.1/a• -1.114" 1•v4' 1-vr T 1,va' t3'D• wiles ACTUAL PRESSURE REQUIREMENT FOR THE as eomply9lnpy with the Florida pulld7ng Ccoo 2Anehen g9IVhl' Slwdmd OSe•1 Clip s,1g.2): 4eO Ib5 700 Aa d lOs '6ftlfea 1W4L8 270 280 Ibe 5/1t3 ao rot 3741d OOa lba 948ICa �Nl roa 4421te ESO u6 OPENING,WHEN LOWER THAN THE MULLION NOA-No. 17-0630.01 4 Armnon t.15•Mtn,O.C./slsndam for Gfnsq clip FI9.z) aeo Its 7ta 7x r:ra NIA -�NIA WA leD ms wn WA 10A -- A&- 9 ce2 ros e6s ms n2o ua CAPACITY(FROM T7iL TABLE)OF THE SELECTED 4 Anchare 33°M16n,O.t r(2)7t5 gna'a C6pa/[FI9 3R 7E0 @7 To as eeo ltr, tsca 1ps 1168;bs 54o lbs 5CO IDa NJq 720194 74g Rs 9lO l60216a I669 Mtn n20 ibe MULLION.IT WILL VIELO A MINIMUM ANCHOR Expiration Data 05/26/2021 7AwhtmQ045°Affn.O,C,IU471p,Int0.125-Atnn.161g.41: WA w.i NIA ILA NIA NIA WA NIA tJ/A 141A WAwA NJA 7!5 of CAPACITY WHICH MAY BE USED TO QUALIFYY �n1F19.61: tbsts 1a5m• 22Hms 4a5Itl e2216F 135ros t4Dlbs t)tibe 37D0a t67tb1 3321e n9ms I 22IIbs 2acros ADDITIONAL ANCHOR OPTIONS FROM THEMiam pa- roduat ontro2Anown 1.16°Mm.O.C./F4:nP 1F1p.Gk 2/0 Nor 35CIts wA 10A NIA NIA 19DIns wA WA WA NMM1 iba 4421ts 50Cbs ANCHOR CAPACITY TABLE. r NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCIIOR VALUES AS THE STANDARD CLIP. r`'1 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. N_ FIGURE 1: FIGURE 2: TABLE TES: ...J • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 PDR INFORMATION ON LOADING. - SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 111111/7 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ,�� MY LYN ao.......,!Y,y� ,l 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750" : t1�,•'' LICENSE••/(� • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7tr; NG.58705 ANGLE CLIP(MUST BE USEO fN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC•I 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLFD CONCRETE BLOCK UNIT CMU SHALL _ 376• -` �` r2 („�` FIGUR. k FIGURE 5: FIGURE'a: ( ) ALL CONFORM TO ASTM SHALL WOOD 6 SHALL BE BE A MINIMUM OF.1 Q. g, }t7 ••:��(!` YELLOW SOUTHERN PINE'NRH AN SG OF 0.55.ALUMINUM SHALL BE 50133-TS AND BE A MINIMUM OF.126' ,(\ rE THICK.STEEL STUDS TO BE A MINIMUM GRADE 93 AND.045"THICK(10 GAUG3).STRUCTURAL STEEL TO flF..AT \r '•;°<O DA,,•'• )III II II - I __ 1°X 2.75'X,375"AIIJLLION • • --THE MATERIAL.#10&N12 ANCHORS INTOlNO D MAY BE STEEL,-8$S.S OR LEAST S.S.-CRt�JV THREADS BEYOND - A N Mi)LER,P.E. -- __ FL P.E.#50705 TABLE 4A R Mullion Ca toi Tablo b57R Opening Width itctventca*gparMdN mtAc.ns)orOponfngfH( ght(for horizor'lsD,sperWnpmu9iors) 801n DO In 701n 80 in OOIn 100(r 1201r 14OIn loolaRrotongnft 3� ¢^ 1 X 2.76 X TroplINrry. RacNnpular 7np'iriarg. Rzlenguw LrJp?dmC• R4ctMealor irapROenp. fleclangular Trap/Tilung. RoofargWar TrepTlianO. Rcclanpulr Trap/nlmrp. fleelmgtder Tnprdanq. I4eetannder Tr@1Rnorg. qi ' Loading Loading Loading Loading LaBdinO L..olm Loading Loadng Loading Loa4nq L-Ing Lmd09 Loading L.adnp Ln4inp LoedinO Laadinq LveSOn lax .660 Alum. -- 6i Tube _ Y _ a r I r r _ Mouton � � � �� N u rn€€.+r. b9• 1 � .�' �30. & }�C a d a ¢a� a O EaLU 43N f70.0 620 170,0 435 I70.0 744 17D.P 47e 1:0.0 668 f70.0 803 f70.0 8B2 170.0 618 17C.0 1118 17a0 521 170.0 124D 17a0 521 170.0 527 1687 1 226 170,0 52t 138.8 IB20 170.0 521 LL -J.t r � LU 43 in 170.0 708 170.O 524 170.0 550 170.0 564 170.D 992 170.0 630 170.0 103 170.0 661 17D.0 1275 173.0 fi77 170.0 1417 17C.0 ee0 Cot 141.T 1417 170.0 800 121,5 1417 170,0 6B0 106.3 1417 1T0,0 Bag 10 N 50A25In t70.0 747 VON 661 170.0 875 17" 631 1T0.D 101E 170.0 Ba4 110.0 11E5 170.0 727 1W.0 1288 170.0 747 f46.7 f268 170.0 766 121.9 12a8 170.0 758 104,5 1289 170.a 756 81.4 1288 170.0 750 W O ro 54 In 170.0 707 170.0 $12 17DA ass 170,D 091 170.D 1110 170.0 754 150.7 11iD 1700 803 133S 1130 170.0 637 120.D 11]0 170,0 a58 fOD,5 1']0 170.D a61 r4.1 1f30 17D,0 !8f 79.J 1170 17a0 W1 C CO O0-f 1n 60N 170.0 863 170,0 701 146.5 915 le2.3 761 125.5 615 144.5 740 108,E 015 1323 735 97.0 Of$ 123.0 720 e7,9 015 116.5 720 73.2 915 114.4 718 62A BIS 114.4 715 fi6,e 015 114,4 715 F {{ 631n 151.E 630 161.9 710 120.5 130 130.9 C94 105.9 830 123.2 eat 94.9 830 1122 670 84.4 830 104.8 662 74.9 -530 904 056 63.3 830 945 640 51A 630 94.1 64B 47.4 I B3a 94.f 649 U 2 C0 4 T1 S6N 132.1 707 1/0.0 860 110,0 157 118.8 674 04.3 757 106.B 624 t2S 797 96,1 at4 73.d 757 BD,1 B00 80.0 757 a4R 606 68.0 75T 70.0 S9J 472 767 78.2 501 41.5 767 7B7 6B1 z m Z jnIn 101.T 818 100,0 55? 0{.0 BJO BL0 540 72.7 036 80,1 S30 83.8 BJ0 72.2 S31 60.6 B36 BB.S 614 $0.9 030 67.7 SOB 4?,4 6]B 57.2 a.00 36,3 Glfi 55.] 497 $W3407 552 497 m O 70N 86.6 671 9DA 498 72.1 571 76.8 "a 67 71 61.4 479 64.1 Sfl 60.6 471 48,p 571 55.5 Z. 43.2 671 51.9 4S9 35.0 571 45 451 30.8 674 6La 447 44.6 446 J J D 2 Q e- TON 00.0 542 E3.4 174 88.7 642 70.8 465 57,1 842 82.1 456 50.0 $42 56.1 449 4!.{ 512 51.0 M2 40.0 542 4T,8 437 b7,3 512 42.B 1?8 208 542 40.8 425 40,1 q27 Z Go in 62.1 407 03,7 361 42.4 407 45A 355 372 401 30.0 349 325 407 35.2 243 28.9 407 32.1 37B 26.0 407 20.8 334 T1,7 401 26.1 327 IGA 407 24.1 222 23.0 310 z0 661n 42.9 350 44,f 322 25.8 348 37.2 314 307 358 37.4 3DB 2e.8 3!8 ze.a JPQ 27.6 75e 1.. 240 2f.5 J58 2<.0 206 17.8 35821.0 28B IS.3 T58 162 266 a �08 �27.8 1 253 as 2g5 25,1 2t3 25.0 Of 21.6 283 77..6 2l7 10.8 783 iB.9 244 10.1 2a7 1a.0 240 18,1 2B3 18.5 217 fA X 1111n 267 29,3 242 731 2e/ 23.a 235 10.5 231 20.0 235 11 17.3 287 IB.1 231 15.4 261 10.5 228 - •Q+ I� Y yi 12(f n 0 229 27.,7 23B 18.7 22B f9.a 705 is.7 22B 16.2 107 - `3 h X x U Q 3 yS TABLE 4B 2 ¢ ' O O -" ANCHOR CAPACITY ADJUSTMENT FORMULA; Ix Z It 2 mQ Anchor Ca ael Table bs ANCHOR OAP E0: sotilralea T,ik Corc'eta_ 3,5t Cccc. Hmiow CMU gaJ1 CMJ r+rwcod Mel (DP,,,)X� ��ANCHOR CAP.,,, c� y .�ow -: L1B'F.ka 1/{•95 ECa 6'16'Ei;:o I/d'DO Ef:a etO 0:tt1 6126kel 812Sfeel MULLION CAP„a,", , P AcbNOr type: L16'Eka Ulaacon Ua^Eko Ubawn 31IT EI.aI l=tn 1/a•b:o Unraoen A09B0a1•r Imacon A0pre6eror S'DW(GS)B4m«ia01 fi4ro,•,lus) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED Anchor CUP Pan9rna unra:en Edge nsnu:cn Mt. 1^ 2.1ii� r 2•vz_ 2•re• t• __ tali' 1• 21r z^ J•Va�- 2• P.an' 3.a• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN As com�plying w11b the Plorlda EmDSOmonl 6nl: 1314• 1.7M• hlt4' t•S/a• 2' t-IF4' 'id1q �tnl4• 1•tIb' t-U4^ 1.v4' 2' 1a/8• _tare` modes ACTUAL PRESSURE REQUIREMENT FOR THE Bulldln Code 2 McMv¢4.75'MIn.O.c.rstar,rd er G9aeq alp lFal.n' 3e9 taa 3. fDa 4501b. ego JD3 /644 p» 2701Da Dolm 1541ne r_ac ws 37a Ina C54lbo w6itie 3411ba z1W eaoaa OPENING,WHEN IT IS LOWER THAN THE MULLION Non-No. 17.0830.01 4 Anbron C2 1.1F'Min.O.C.I Star dwd(or 0%41)Clip ft.2t 46C Aa 700 b4 NIA �WA NA NIA 300lbJ WA t.•ip Nrp NIA NIA 8B21h• A85 112C ac ;CAPACITY(FROM TFF.TABLE)0F'I HE SELECTED Expiration Date 0512612021 IArrcnoa@rMA O.O./(2)295Anga Cnpct(Fp.lX 780Inc 190'aa 6901b. 1a60{b4 16f46 iDs 510 roc 880Ik. WA iBCtea_ T481ba 86016: tE93 Ft 8821bn Baym 112oq,s MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Ananore Ce OAS Min.O,C.I U•CIIO,NIo.17C'Aa1n1.(Fig.4j; NIA N•'A WA WA WA WA NIA WA NiA MIA NIA tUA WA r 71-Sib. CAPACITY WHICH MAY BE USED TO QUALIFY BY �" 1 A,�olnr(FCIIp IFip.s): 19511s 1951aJ 7ZSIb4 44G Lu 622Ix135 Poa 1401ba 1rr IBa 370161 167Iba 3321be dA lbs 1T011>ti 72111n 280 N4 ADDITIONAL ANCHOR OPTIONS FROM THE Mftaml-DagBr roc ucf Contrb 2 M0,m 1.16'L0n,O0.1 F•Gi (PID.O)' 240 IM Jg015a NIA NIA WA NIA 1901na WA N/A WA 1WA NIA 3411ba IJ'21D4- 68C Io4 ANCHOR CAPACITY TABLE NOTE'FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS 1'HE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON 511EE724. FIGURE 1: FIGURE 2: TAB)F.NOTES: 0 4�� 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEE 1.25 FOR INFORMATION ON LOADING SEE SHEETS 24 FOR GENERAL INSTAULAT'ION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTI IS ANDICR OPENING WIDTHS IS ALLOWABLE. F 11111 I 1 r I rT FIGURES: \`��a�N NN 7'�� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.760 �. •� ,.•"«Eh HOLES TO OE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, No,5870b ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES!CONCRETE SHALL CONFORM TO AC)301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED t / •• *= CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690,WOOD SHALL DE PRESSURE-TREATED •0.0" ' •7 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125" 1 � •', 6 � �y- �0 THICK,STEEL STUDS TO BE A MINIMUM GRAOF 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL.TO BEAT JO,n'•, srATE 0 LEAST J26'THICK AND A30 ALL ANCHORS INTO METAL SHALL EXTEND AT_FAST 3SCREWTHREAOS BEYOND VX 2.75'X.6CVMULLIOPI i��'••��OR10P,,•''•�C`�� - THE MATERIAL-.#10&#12 ANCHORS INTO W00D-M6YBE STEEL,IM B.S.OR 410 5 S. 7�s'0NAL.E�G�• A.L"W1111LER,P.E. - FL P.E.#58705 TABLE 5A Mullion Capacity Tablo bste ^� o T: g P Opening Width(for wdica*ap6rR" MUNClIs)or Oponhlp Halpht((oncoriznfToagy'sPdmfv Mwons) MMMg�gr 50In WBt 701n e0 in 901n 100 in 120'n 140 in 1501" lie i 2ectan7una TyVTdmg. Roclm9ulm Trap7Tdm9. Reclmptltr TfaWTl9n0. Reeanply Trap7B1m9• Rnimguinr Trap+TdmO, Raa14R701 TlapRderlp, Re9dnpul4r Trno/Tw9. Rw-wpular Tren'Muiy. 11,dona-1 r Trap7[nan0, kE 1"11 3,126"X L9adno Laod.19 Loadng Lmdng LoadnO Ltadnii Loadng UW.10 Loading Loadng y Lcadn9 Laadlpg L2adn0 Loaen9 LondnU La9dn0 Laadn9 L-Ing .600"Alum a r _Y u Tuba Mull �' �' T11 ~F11 @ � d S z 41 u, 17RD 620 170.0 435 170.0 744 17U 47a 170.0 16B 17D,0 500 170.0 902 170.01 Sit 170.D tile 17D.0 521 117D0 1240 17010 521 170.0 U86 170,0 621 17110 1735 170,01 521 164.4 15D2 170.0 121 w O 2 451n 170.0 708 170.0 524 f70.0 850 170.0 5U 170.0 062 170,0 670 1i0.0 1153 170,D 591 iTOA 12T5 IT0.0'877 170.0 1417 )70.0 880 157.7 1577 170.0 ea0 I]5,1 157! 17tl.0 860 tID.2 1677 170.0 860 w W.8351n 170.0 717 170.0 603 1TJ.0 a98 170.0 631 170.0 10/6 170.0 6a4 110.0 1185 170,0 72J 1750 1345 170.0' 747 170.0 N84 758 141.7 1499 170.0 758 121,5 taBS 170.0 758 105.3 1495 170.0 ism- Via ` 5 t 541n 7700 75T •70.0 s12 f70.0 959 1T0,0 691 170.0 1115 17D.0 704 170,0 1275 170.0 803 160.1 1401 170.0 537 N8.5 1401 110.0 a56 124.E t401 170.0 Sol 106,s 1401 170.0 Sol BJ.4 1101 170.0 CO1 a m M N 80 In 770.0 005 1fl.0 701 i70,0 1003 170,0 797 15e.5 i/5d 170.0 Uj 874 :38,7 1156 187,0 926 12JA 1156 168.5 917 111.0 1158 149,7 010 82.5 11rd 144.6 003 79.a ties IA4.5 000 89.4 1158 141.1 911co r9 D3 In 170.0 93D 17D,0 745 169,8 1049 170.0 650 13r.0 1049 155.5 sea 119.6 iCW 141.7 040 f06.1 1041 1320 136 95.9 1049 123.5 628 79.9 1049 119.2 a20 68.2 1019 110.9 819 59.9 ;047 118A 818 c1 ? (n Q W Q 2 651n 1e6,5 956 170,0 7e9 119.0 -Me 151.3 804 119.1 955 133.7 789 104.2 BSS 121,4 775 fi2.e 955 11Z8 785 83.4 9G5 100.4 757 59,5 955 83,5 710 69.6 955 06,7 743 82.1 95S 88.7 748 N z V j 721n� 128,8 803 174.8 697 107.0 6a3 114.8 882 81,8 903 101,1 070 60,3 a03 81.2 859 71,/ S03 93.9 j 04D 54,2 603 73.6 842 53.9 gal 72.2 632 45,9 I103 59.5 828 40.l 50] 69.7 027 Lu M N? .'O 78[n 109.2 721 V4,1 629 91.D 721 07.0 6t6 78.0 721 02.1 WS 68.3 M 70.4 $05 00.7 721 70.1 Seer U.6 72' e54 57R 45.3 721 53,4 SB9 39.0 721 SO,B 504, 34.1 IZI ,�1 6B3 J J z d ?70 in 101A 8114 105.4 590 5/.2 6s4 59.4 557 721 054 78.a 578 E3.1 084 70.4 fi07 56.1 684 64.4 358 50.5 &4 59.9 031 421 034 54.1 641 38.1 684 91.3 938; Jl.a BM $0.0 534 2 F- 2 Q 61 w Win B59 SM 13"9 456 e4.8 614 $7.3 448 47.0 514 E0.0 440 0A 514 4AB 433 355 514 40.5 427 32.9 5% 37.2 421 27.4 B'4 37.0 412 2J3 S14 30,4 IOe' 20.0 014 29.0 407 N 5 Do In 5A2 152 bS,7 10/ 45.2 152 47.0 J9B J8.7 452 10,9 380 3J.8 492 361 7D4 JD,I 4G2 72.8 378 2Z1 N2 303 373 22.9 452 20.6 365 19.4 452 242 359 1s.B 452 22,8 -256 IL ~ •�Z y0�0 Toll In 38.1 757 OS,B 322 71.7 357 02./ 31T 27.2 757 25.4 312 23.0 257 25.2 308 21,1 357 r'2.7 30] 18.0 3S7 20.6 2B0 15,9 357 15.0 293 136 Y'7 10.2 2e7 11.8 357 160 283 r/! LQ N 111 h 35,1 33e 73.8 '98 29,2 338 30.1 301 25.0 338 20.1 296 21.0 338 23.1 292 19.5 335 205 250 17.6 335 OR 204 14.6 335 16.5 Vil 12A 330 14.5 27J 11.0 7]S 17.6 i69 I- rj Y 12D In 27,7 209 21.2 283 23.1 199 257 259 t9.B 289 20.5 Zee 17.3 282 18.1 252 15,4 2B9 Ill3 249 13.8 2!B 14.9 216 11,6 1BG 1Z8 24c at 2Rg 114 236 57 259 10.4 232 2 U X Q ~S t 00 TABLE SB -.•-^ ANCHOR CAPACITY ADJUSTMENT FORMULA: a � Z O 0 AnehorCa aol Table(Ibc ANCHOR CAP.,,,,.,,, suasltate• 274Carc21a 35kCmt. HG4DN[Y46 FmedcMu _PTwom meta (DP)X� -ANCHOR CAP... o ' Y1B'L1tD �_..• t!4"6S Etta Y18'EltO U4'99FIc0 Rst;! Mt^.SIGN M1281ttI MULLION CAP.,,,,,,,,; Ancna Typo 2Jts'Elto unra:at u4.5lrou9racnn 316•Emo unrxat 114"Ek3un.wc (5) USE THIS FORMULA TO OBTAIN TITS'ANCHOR PRODUCT REVISED AnohorClippattama una:on A27t(4au unmcm AppnM3Ha StntW(G.)'Berar(M) Sum o Ron Name 0eY 1' 277 r z•9z 3.fn1^ r 2-W 1' t 2.vr z 3.1m' r -'0;49' : 0..5,r 0.re• CAPACITY REOURED'CORRESPONDING TO AN as eamp)yying with tho Florida En,Irtandll n 13/:" 18�4• ty/t" t�14' 2" tiv4• i-V4' 1.114' 1.1!d'+_-1_1/4' 1414' 2' _vNer I lye• 1cuD:a ACTUAL PRESSURE REQUIREMENT FOR THE Building Codo 2 M1tnn�4.7S' In o'.1'i N'.M0er31r Dbel Nip 11tp 1) 79a wa a[0 ma 4b Lhs Bto jas 1 Subs aDl1,>➢ 2 ita a>1 ors t:o7m 374 mn FF4Im we 113 341 its 442/55 'wj der OPENING,WHEN IT IS LOWER TF'AN THE MULLION NOA-No. 1T•0830.01 4 Arcrne,@ tA0^Rim,D.0/dlm0ab(cr 01liet)Cli 0 2 aro la3 TCO AG WA WA NIA 11!A 3209e N!A- 'IVA 6/A wA t8A 6321b5 I Rib Iw lim Ib4 CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 d Arclara O.c 1(211t5 ArgleCllpsrlFlD a1 7Bo ms 7e/�nF E!o lea t5enit. _iL961Ds ua'Ir. 6w Im r"A 7501w 7•LS I3s j SW lta 1yQ2 MU 016 Ax liz Rs MULLION.IT WILL YIbLU A MINIMUM ANCHOR _JAn1Mn@o.A9•R1k1.o.c.71-1 'in10.125•AWr.11p y� u•AA tuA e/n wA WA NrA wA NrA Na t+IA raA NIA Nat 'A tor3 mr CAPACITY WHICH MAY BE USED TO QUALIFY B �" _ tArcMn rcoa pip ST •140 lbs 11r ltn 2251bs als lw B229a 135IW td0 ms 1R lta 370 lm to7ri iz ltn ma its 1T0Its ?Zt l� ^h01bs ADDITIONAL ANCHOR OPTIONS FROM THE Mlaini-D eProducl Centro 2 McMn�1.1a'R7R OCJ rcI 01 24C m5 MAled NIA WA WA N/A tM lad WA WA 'NIA 1 NSA NIA 31110a I 4421w f6011s ANCHOR CAPACITY TADLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: __ TABLE NOTES: F•1.000"-i _ 1)SEE SHEET 1 FOR IN5TRUCT:CNS ON USING THE TABLES AND SHEI:1'26 FOR INAORMATION ON LOADING. r 0 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BE-WEHN MULL LENGTHS AND/ON OPENING WIDTHS IS ALLOWABLE, FIGURE_3: 3.125' >��11 NY LYty /7rr 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. � �` ;Afl.••"""•NJ1p rrr� - HOLES TO BE WSUGGESTED. DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 22.23. ,�,$�� 10ENSF•'��( FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. � `;' '•,�� ANGLE CUP MUST BE USED IN PAIRS. �-I , No.58705 4)SUBSTRATES:CONCRETE SF ALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AVD GROUT-FILLED L .5C0" \* /' CONCRETE..BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED --I FIGURE 4 FIGURE 6; FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUI,4;NUM SHALL BE OC62-TS AND BE A MINIMUM OF.126' T Ur , 0: R F- 6 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,04�THICK(IB CAUGE),STRUCTURAL STEELTO OE AT l"X3.125"X.5•MULUOII •0S AT-Ol LEAST;2 RTHICKANDA30.ALL ANC110RS INTO METAL SHALL EXTEND AT LEAST 3SCREWTHREADS BEYONDVF MULLION) ' F<ORIOP, �- - -THE MATERIAL.k10.&J/12.ANCHORS INTO WOOD MAY SE STEEL.,16.6 S.S.OR 410 S,S. - rJA7 LO N�Mllt E�`P.E. - FL P.E.$58705 TABLE 6A • Mullion Capacity Table ba7Be) Opening Width(farverom!y-sparWrg mullons)or Opening Height(for hadTnr9lty-spondrg mWlors) 12 So in 60 In To In 60 in 90 in 100 in 1Zu In 14oh ICc I,, v p RatanOu'u TtapRdmp. +Recta dar Tmp.Tnan9 Rmatmgtdv Ts;sMi`n9. W'awn9Wa Tup/Rhng. ReelmOWmr -i;JTA-m Redn•Jr Ttvp"11en0. FletsnWWr Trap?non0• Rec.oulnr Tmp7Risrp. RxtongWir Trepl Mo. a, 1 x4x.126 LeWing LastlnO Loedn9 Landkp Loving Lovdir9 Loafing LavAnp Lweing Lasdr'g LOadI.nil Lading Loading Leming Loadng Loading Lvadmp Londeg pZE U Alum.Tub• 1 .. � � u.. !i r �a Ind r .. �G_ r '�-• '3 CN Munion z Aga I- {21n 170.D 620 1T0.0 NS 170.0 741 170.0 4T8 170.0 B6B 170.0 SD6 170.0 g82 170,0 619 170.0 1116 170.0 62' 170A 1240 170.0 62t 17C,0 IIOg 170.0 321 145A 1489 f70.0 621 127.E 1459 170,0 621 ..J 451n 170,0 709 170.0 62{ 170.3 BW 170,0 554 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 tZ76 110.0 677 1W.3 1303 170.0 680 130.3 130] 170.0 6B0 111.7 1307 170.0 880 07.7 120J 170.0 680 0 _ N w off, 50.8I5h 170,0 TN 170.0 567 170.0 W0 170.0 631 170.0 1048 R0,0 E84 170.0 1705 170.0 i7 136,1 1259 170.0 747 110.8 1235 170.0 756 11h1 1233 170.0 766 tOEA 1239 170,0 758 87.8 1279 170,0 766 61 M 170.0 T91 170.0 012 1T0.0 970 170.0 69I 170.0 1116 170.0 764 154.4 116t 170.0 903 1T12 1150 170.0 837 123.3 1155 '70.0 B55 1D2.9 J158 170.0 861 88.2 1158 170.0 851 , 77.2 115e 170.0 Bill K m fi01n I70O B55 1T0.0 701 106.7 1042 170.0 797 142,9 1042 t61.1 932 126.1 1012 1d67 B11 111-1 1"1 1J68 Sol 100.0 1042 130.2 791 03.4 VQ 125.1 702 71.5 1D42 125.1 7.2 625 1012 125,1 T82 LL e3M 170.0 D30 170,0 T46 151.2 J992 167.8 B18 12B.6 672 IMA 7B9 11J.1 9B2 171.0 782 100.0 B92 121.1 T80 90.7 092 114.8 756 76,6 902 ICBA 745 04.0 992 10a.0 744 08.7 092 100.0 744 C7 `d z $a in 188.4 041 170.0 Too 137.8 94T 148.0 700 110.1 947 130.3 795 103.4 B47 117.7 752 31.9 947 108.7 735 AZT 947 1022 727 68.9 947 05.1 713 69.1 �647 94.0 711 51.7 047 54.0 111 Z U-2 �+ 721n 135,9, 049 142.7 731 113.2 649 12l.6 722 97.0 849 106.9 706 84.9 949 96.4 096 lox a49 63.7 GOG 87.9 640 82,7 075 68.6 049 75.3 E59 41.9 849 72.6 652 42.6 B49 72.4 651 W 2 Lea �2p} 0 76M 115.5 762 12D.7 6E5 60.3 762 t026 652 e25 762 93.0 W 72.2 762 E0,9 629 642 762 74.2 820 D7.e 7C•2 E8.2 613 !!.1 782 62.6 !02 417 762 69.9 581 ]G.1 782 5AA 505 J 0n z 2 -la 108.9 724 111.4 au 89.0 724 94.6 621 76.3 724 01.9 600 66.8 724 74A 599 69A 724 6&1 501 53A 724 63.4 653 N.6 724 67.3 571 36.2 724 54.3 SE7 314 721 57.5 685 O J go in 69.6 61] 71.8 487 68.0 641 60.7 471 40,7 543 62.0 466 '!43.647.1 458 ]B.e 64J 42.6 {32 34.8 61J ]9,5 446 29,0 6/3 J4.9 1]8 24,8 643 32.1 4]0 121.i !U 70,7 426 = Q N _ �.. a z OB In 87.7 NB 68.9 427 17.6 /70 19J 419 10.9 lie 472 412 350 476 08,5 4p0 ]Id 470 34A IOD 28.7 d7B J2.0 305 T0.9 /78 20.1 J86 20.5 178 76,e 300 17.9 170 242 7T6 y y N ii al0 O ICBM M] 777 41.1 31I 37.5 7/7 J4.6 17S 26.6 377 20.0 330 25.2 377 28.8 R5 224 377 24.0 321 20.1 377 22.0 31T 13.8 377 19.0 310 14.4 377 17.1 304 n r Itl M 37.1 367 37,9 J23 30,9 ]07 3I.6 Jls 26.0 357 17.6 013 23.2 367 LLI 24,{ 303 70.8 35T 22.0 ]OS IB.6 J57 20.1 101 f6./ 357 17.1 27! -•• coi x y y. 1201n 29.3 308 29.a 1279 24.8 300 25.1 274 21.0 108 217 270 16.] 700 102 Z87 16.3 WS 17.3 263 _ h x _ 1"M 17.0 212 172 195 n r � ¢ S �g ae z � � TABLE 6B _ ._ -_ ANCHOR CAPACITY ADJUSTMENT FORMULA: Eo k mOa�� Anchor Ca •dl•�Tahle Iha U 5uEslrate: 2.Tv comrcla 7 59 Cone. ) ANCHOR CAP.„,,,,,,, $ ,, _ I la3o_n CMu FlIIeC ChIU PT WOW MaW (DP J X( -ANCHOR CAP„•� Ulu*Elc9 - 1/4.88Eka 910'Elc9 1;4'0SEIcO Atoelect p12swd vt2stea1 `IdULLiONCAW.n,,,,.,,, •• PRODUCT REVISED AncM•Tyy: 7n6'Elea Utmcon 14'Eko Ultt4aan ytfi"Eke Wv,.chn Ua•61co umcrn ( 1 ( n•coin I In with the Florida Anchor Cllp Pattarn9 _-- Uumcan _ AOgreOtler ul3scon ap_creGNcr sacw as samw ast ocrew(o5) USC THIS FORMULA TO OBTAIN THE'ANCHOR yy gg Edge Dlii6c7e In7 r 2-U2• 1• 1 2.1.T" 34I6- +-�( 2.lw I- 2-mr 2' 1-116' w r 0.46' 0.54^ a.324• CAPACITY REQUIRED'CORRESPONDING TO AN 9oilding Codo _ --- Em6eamsnl lnf 1-L4' FY'4' 1.774' I t,71a• z 1-vr 1-�u;• t•vP t:;4' taro^ - +-tx' '�Y t•39• 1.3e' wfca ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. '17-0830.Oi 2Anehon gl a•i5 M(n U.O.l9tanderd cr ORset Clip(Fp.742Y 3s'0 ha 3901ts 450Ita B93 its 1644Ihs 2771Ds 200Its 26d lea 740Ibe 314 Its 601leg 9451Ds 141 Its l A2lln 660104 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 0 512 612 02 1 4AmheM9225'61:o.O.C.1 S1vWard(ar00+st)Cup(f(9,31: 7WIM 700 Its Holes ?Itmlhe 952 its WA 565 ins VA 030 Its WA 080lot NIA 6821ts 64E Ihv 1t20 Its CAPACITY(FROM THE TABLE)OF THE SELECTED �,. B Amvhcn a 115'6+:n.O.C.I5Wn1wd tof 0NuI)CffP1F12 4C 9601Ds 1400 Its Wn WA NIA wA 7eo ma WA N/A wn N/A WA 1363[be 177D roa --2240 Ra MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Ancts:v�3"MIn O.C.l p1245 Aria Clpa l IFrd.DI: ItlV ins 780Its 6801ta IRe ix 1890 its 5101M 5001 N'A 7E0Its 7401ts too its 1B921os 002 Ibs DO It. 1120 Rs CAPACITY WHICH MAY BE USED TO QUALIFY Miami-G ilProd0at control 6AncMn®3'MIn.O,C.l F1245MDIn f11CS JIFp GI: 11f01C, 117014s ID20:h0 2310 lhs 2844Its 010'ha 1 640 it. WA 1140lts 11221Ev :]27IDs 9n361hs 1022Inc i3211oe t6E0¢s ADDITIONAL ANCHOR OPTIONS FROM THE a Arotwo®OAS"13In.OL.fuglp,Inly.126`ANm.IFk I: IUA NIA - WA WA NrA W4 WA NrA WA NrA WA WA NIA -• N7A 14301hs_ ANCHOR CAPACITY TABLE. 2 Anchan+417.I^„'Mn.0.0%F•Clip(RO.UI: J50IDs 350 Um 29( 70510s 4761lc WA 2801E4 WA 3151Da NIA 14m lha WA 341 its 4421LI 6001ta -----� 4 Anehc!s A 1,15"h1n.O.C.!F•CI' (FI.el: 48a Inc 100 lea 1UA NIA NIA NIA 30011C N!A WA WA WA WA BE2 ins 835 Ita 1120 ibs NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • • e • • • j e • • SHEE rS 2.4 FOR GENERAL INSTALLATION METHODS. \`11 LYNN 111 p { .,. e • • 2)LINEAR INTERPOLATION SE rWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. N` ;`� '�a.'' %CENSF i • • • • • • Is 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4,000" •:��3 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES S. No.58705 FIGURES: FIGURES: FIGURE 7: SUGGESTED,APPROXIMATE HOLE.LOCATIONS. _ /.7 - • • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3101 SPECIFICATIONS.HOLLOW AND OROUT-FILLED !T3 •��'-f! •4-.'.(�� TAT OP • • e • CONCRETE BLOCK UBJIT(CMU)SHALL CONFORM TO ASTM C-GO.WOOD SHALL BE PRESSURE-TREATED YELLOW ,125' 0,��., E (,L SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125"THICK.STEEL •."tORIDA,•'' \ � -- - ---- ------ -- -- STUDS TO BE A lAINIMUM GRADE 33 AND,OriB"THIGK-(16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK 'T i, SS """• G�`� ANGLE CLIP{FIGl;RE9 586)MUST BE USED IN PAIRS. AND AX ALL ANCHORS INTO METAL SHALL EXTEN6 AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL,#10 8 "--"{•X J"X-•tys^'"- -- A. ALLEk,1P.E. 912 ANCHORS INTO WOOD MAY BF STEEL,I"S.S.OR 410 S.S. MULLION F_P.E.#58705 I TABLE 7A N Mullion Capacity Table Ibelltt) Opaning Width(!or vartically-spanning mumans)or Opening Height(for lmrimnto9yspannlrg mulllerts) � BO In 69 in 70In Salo 9Dln 1001n I201n 1400r 1601n U 1%d%.370 Rostunlnd T1mpnion9. Rectangular Tro:Rilana. Rc9lnngula. Tlapmrion& Raclangul0r Trii,Nting. Reclanoulnr TropRdang, R4obngutar TmplTd-a. R-I.gwm 11'apT7Aang. Rs4lengulm Tnp/Tdw.g. Reo4on9ulr Tr0HIT1I.% y L..d ng Lom9ng Loafing Loadna L0.idng LaeAn9 Loading LoedlnD Lroding L0•dng Loading Lowing L-fng Loading Looting Loadng Londing L.0dng cY 01 Alunt.Tube "�'- &„T,. ,F^ r_ L a D _ �i' _ D 2• a a y2•^ p a '_ £ _ z' •_.. '' �• T r� it ls 4xm tio.0 s2o lro.o u5 t7o.D 7a4 n0.0 17E no,0 as1 11aB 601 170.0 992 9Tc,0 5IS 1700 1110 ITDA 521 170.0 1240 170.0 sz1 1770.0 14N •70.0 621 110.D 1736 170.0 het 170,0 1983 170.0 321 °1 _ m J U) 4a In 170.0 703 110.0 524 170.0 560 170.0 684 170.0 992 173.0 670 170.0 1133 170.0 681 110.0 1276 170.0 f 677 170.0 1417 1TC.0 BRO 170.0 17M 170.0 rib0 170.9 19e3 170.0 690 15181 2024 170,0 080 Of U Tn 60025 in 17C.0 T47 170,E fi83 170A e96 170.a 631 1730 1048 1700 R4 170.0 1165 170,E 723 170.0 1345 170.0 747 170.E 1494 170.0 7W 1700 1703 170.0 The 156.0 1019 170,E 766 1365 1919 170.E 756 c 54'a 1'/O.0 79i '70.0 B7T IT0,0 09a 170.0 691 170.0 1Ila 170.0 754 170.0 1275 170.0^8 33 170,E 1434 170.E 537 170.0 1694 170.E 855 lb9.9 1799 170.0 &t1 137,1 1709 170,0 881 1=0 1799 17100 061 LO W pO in m M LU 601n 170.E DO '70.0 701 170.0 IW3 170.0 797 Vila 1240 170.0 875 173,D 141T 170.0 844 170A ISo4 t70,0 050 l5is 1079 170,E 10J7 129,8 1619 170.E 1063 11t.0 1819 170.E t00J 972 f619 170.E 1067 r0 '0 n 170.E 930 :70.0 745 170.E Ilia 170.0 080 170.0 1302 170.0 040 177,0 1488 170.E 1015 166.7 1542 170.E 1076 141.E 1612 170.E 112Z 117.E :042 166.5 1158 t00.7 1512 1S7.B 117T ee.t 104T 167.E 1157 U � C ggqyr CO In 170.0 074 177,E 759 170.0 11SO 110.0 903 170,3 1304 173.0 1002 1606 1472 1700 1065 H2.1 1472 1ee.a 1140 72e5 1472 158.8 N30 107.• 1472 147.6 1100 91.8 1472 140.0 1104 80.3 147, 148.E 1104 Z rqz m "U C 721n 170.E 1063 170.E 876 DOM 1275 1'0.0 1009. 15DA 1320 1G02 1101 132-0 1320 149.9 1062 117,J 172E 1]T,0'IC65 105.E 13]0 120.E 104E 89a 132E 117.E 1021 75.4 133E 112.E 1013 BRA 132E t12fi 1012 ((LL�JJ' O 76In 170.E I122 tt0A 077 149.6 1154 159.4 Ig13 129.2 11e4 130.0 994 1122 1101 125.7 978 901 1184 115.3 9S4 80.8- it" t07B 912 74.0 1184 97.6 936 84.1 1104 97.! 027 SB.1 110/ 923 026 ? N Z 751n 16&I 1124 170.E 95T 138A 7134 147.E 969 r77. 112- 120.8 947 107.4 1174 1158 931 21 92.3 112/ 7058 910 67.E 112/ PB.O e08 892 11Z4 89.E 690 53.3 1124 81.3 Bel 61.9 1124 612 618 a r r DO In 10t.1 5/4 111,E 750 90.1 BM 84.7 Tit tW ea,1 7t4 87.E BN 77.7 712 00.1 &S 08.5 702 E/.0 644 61.4 693 /6,0 BI4 642 e7B 38.E e41 50,E E08 77.8 8{4 /7.7 582 Z Z = Q N _ Q a z D9:n 591 742 91.5 693 74.2 742 T7.2 602 742 07.2 041 56.7 742 59.E 631 40.5 742 64.1 B22 44.5 742 49.6 614 27.1 742 43.6 WO 31.6 742 39.8 690 11S 742 3T,fi 6041081n 62R bee 63B 530 E2.1 686 57.8 621 beg 40,8 517 J9.1 Et6 L1.{ 005 348 658 ]7,J 498 Jt.] 800 N.2 492 20.1 588 20.6 461 72.7 580 ZG. . . n (T7--_._, - _ _--. -. __ __.-_111 In5T.6 955 58.8 SOJ I8.0 555 48.5495 555 426 457 30.E N.O 70.E 100 32.E b56 14.2 /73 20.e !85 31,3 487 24.E 555 27.1 457 20.6 656 7.4.J a46 10.E 695 I2A M2 130 In 46.6 4T0 4644 433 36.0 4T5 39.E 426 475 33.7 420 28.5 175 29.e a:4 25,7 4T5 26.6 409 226 475 24.5 404 19.E 476. 21.1 395 10.7 475 10.7 307 14.3 475 17,2 78f U X ¢ } fa41n Ts.4 370 28.7 305 720 370 22.1 301 16.9 330 IDA 207 18B 330 17.0 293 _ _ - �•�j O Q •-- Z O O a ,1n N TABLE 7B .- .._ _.... ANCHOR CAPACITY ADJUSTMENT FORMULA: 6�mK Anchor Capacity Table Ibs ANCHOR CAP. ,,,, , e-3 re SYltltlula '2,76 Concrele •• 3.9t o:na. Hollow emu F1ga4 CMU _ PT whoa Melal (DRn)X =ANCHOR CA'.,,., �• &10.1 11"55 Eko all 6, lca 1/4'6EEko NIOSteel •12610e1 a1251aN MULLION CAP.,„,.,,,, PRODUCT REVISED M:horType' Y1E'FJ10 Ullman 114'filao UII1e:41 Ytb'Eko UII•aeon 1f4•Eko Ulneeal g9 0 1 ( as eolll 1 In with tho Florida Anchor Clip Patterns NOe:an A ro3atm (OI.Elm q 61eW:or Scmr(Gs ��raw(G51 Screw G51 LSE THI3 FORMULA TO COTAIN THE"ANCHOP, P y 8 Edca lB:knsO llnl 1' 2•tr 2•tlr 3-1/8' 1' 1•112• in 2.1@' 3-vtr �Y •oie^ 6.5r C.724• CAPACITY REQUIRED'CORRESPONDING TO AN Bulldin9 0 0 FmAodmefn Ilnj 1.314' I.39' 1-314• 1.1'n"2' 1.14' 1.110 1-1/4' 1d/4• 1•U4' 1•;/4' 2 1•YB• 1.2w 1odo, ACTUAL PRCSSURE REOUIREMENT FOR THE NOA-No. 17.0630.01 2 AOCI'aa QI 4.i5'NIn.O.C.1Standard or OLtiel Cllp(F10.18a): 3"lb, 300 to. 490 The 890101 W/41D1 Z701os 29C Id 3f,+Int 7n0lbs 3741Ds e0i ID0 s+e lba R311 W0 4471es 5901D0 OPENING,WHEN IT IS LOWER THAN THE MULLION. Expiration Date 05126/2021 4 Andros a 225'MA:.U.C.I S1.070(orOmet�Ct1p(1'Ig.J). 700!on 700 me 560 ma 14t0 ms 992 i60 N/A 500lbs IVA _ 0301bs taA Sea It. N/A GB2 me yes los 112o ee CAPACITY(FROM THE TABLE)OF THE SELECTED ---' BArchmg,1.15'M6;.O.C.lalinEard(crO1h4(I CIIp ft.43 O80Ib0 Wwlba WA NIA N14 WA 760laa WA WA hIA NIA WA ,Yi3;a t770 ms •z2ac ms MJLLION.IT WILL YIELD A MINIMUM ANCHOR ._._._.-.._- BY ..� .�?...____ntr -'- +AnOtwa®7•Lbn.O.C./Eh Z15 Anplr CtiDs f IFp.fit 78I11bs 7BOIM Bali lea •d07lbs t9061b4 Tg01n1 5V3Ibe WA 1t:7 ka- 74816E 880Ibo 180a lot 802!¢ B851h0 N3C to CAPACITY WHICH MAY BE USED TO OUAIFY Mlam-gyp Produet Control 0 An01wro 0r 3'niln.O.0/(2)2+5 Ngk Clip;f(FIE.9p 't7C lbt 11701ba 10201ts 2343 to 2B44 Ibs elo to e40 to _WA- 114010s 117203 a 17701bs 2870105 f021'b4 I 13271oa 78eC Wa ADDITIONAL ANCHOR OPTIONS FROM THE 4AneMn_490.45'M1fIn.0 C,I Ui0I0,Irto.125'AWm.(F19.72 WA - NIA NA WA WA WA WA WA f41A Wp NfA MA NIA NtA tn75 roc ANCHOR CAPACITY TABLE. 2 Anahnrs 49225'him.U,C/F•CIIO(FIO•B;: 3501ba 300Ina 290 kn 705 ka 470 h0 N. ae0 ma NIA 3151ta WA 440•D+ MA 3411tty 4+21rt1 6601W 4 An4A0m 1.15•hfa1,0,C.1 F-Cllp(Fig.9$ 4831b0 70310E N/A NIA N/A I NfA 380 W1 WA NIA INIA I NIA I NIA 1 682 Ibs 1 8851D0 11.01ba NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --j 1.CG2° -- --^j 1.000' -- TABLE VOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SFF.SI IGET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • i • • • [RO. ON LOADING,SEE SHEETS 2.4FOR GENERA INSTALLAIIUN METHODS. • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIUH OPENING W'IDTIiS IS ALLOWABLE. 4� OX0�yAI/v• • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ` c1� 1.10ENSF••,(� �I 4.900' 4.000' L SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS � N0.58705 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 •• Y''••11 '• • GROUT•FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.W000 SHALL BE 6 o • Ed- • • • • •I PRESSURE•TRFATRO YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE - L :QNFATE P• 6063-TS MID BE A MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045" t .375' ,3 �t '•,�DRIDP,.•'G�C�� UCTURAL STEEL-TO BE CK ANGLE CLIP(FIGUR IN ES G&f9 MUST BE USED IN PAIRS. INTO METAL] ----THICK(18 EXTEND AT LEAST 3 SCREW THREADS IB BEYOND THE MATERIAL A ER AL.#10&ANCHORS112 1'X 4'X.375' } 1'X 4•X.3/t•-I--" t t t t i M. 14�N P. ANCHORS INTO WOOD MAYBE STEEL,18.8 SS,OR 410 S.S. 'T'.MULLION MULLION A.L1+FNd. #5670 P.E, FL P.E.#56705 TABLE 8A Mullion Capacity Tablo Ibsal' -•- ) m Opening Width(far vertically-spanning rm0ons)or Opening Height(for horweagy-spervI tg mullions) G' a01r 60 In 701n eo In 0]In 100 In 120In 140ln 160 In 1.26"x Redanguly TrapRfan9. Ra1lmgWer. Taprliian9. Ro.WVIW Tmpriran2. RGCNngWar TnplTrnna Rini! P,In, 'Iraprinnng, Heelnnptly I plTnana Rattan Thwi6n0• Reelargulw Trap?lain. Ruderpula TmAnIma. C ' Locdn9 tcadag Loodlna Loading Loadrg Loading Loa.9r9 L-En7 tnnoing Lau8n0 Landilq losEng Loedn9 Loa¢0g lsadn0 Laurina Loadnp Laabap S= apt 3.18a"x r a x - ---- g• P A' 2> .e 47 .266"Alum Mull Tube S $ 6� 7gB r�g 3 9 3 c7` d ci Sr9� � � 3 tl IN Zr 170.0 220 176.0 435 170.0 744 Me 478 170.0 Me 170.0 606 170.0 892 170,0 SIR 173.0 Ilia 170.0 621 170.0- 1240 I70.0 521 170.0 1488 f70.0 621 170.0 1775 I70,0 521- 151.8 1769 173.0 $21 r 49 In 170.0 736 INN 624 170.0 950 170.01 504 17ee 992 170.0 630 170.0 1133 1T0.0 get 15D 12l5 170.D 677 1770 141T 170,0 $80 151.0 1546 170.0 680 .32.7 1548 170.0 080 110.1 1548 170.0 680 z ..J 77 _ ___ _ 50.625In 170.0 747 170.0 563 Mo 896 170.0 631 170.0 1U8 17nn Bed 170.0 1185 170.0 723 1700 1345 170.0 747 187.0 1468 170.0 758 1392 1111 W0.01 756 110.3 146H I7Do 766 104.6 lobe 170.01 758 MN 1700 797 170.0 612 I)De 250 170.0 601 170.0 1116 Me 754 173.0 1275 170.0 603 103.1 1378 170.0 837 146.0 1376 I'll" 856 122.3 IS76 free "I 1C4.8 1376 170.0 eel 81.7 1370 179.0 691 W O� I^ a CO N � w 60'n 17CA SH 170.0 701 170.0 ID53 170.0 797 153.9 1158 170.0 B7a 139.0 1I56 167.4 930 123,E 11154 156A 919 111.2 IN& 15C.0 012 02.7 1158 t44.e 905 79.4 1150 144.8 0D5 09.5 Ilia 144.8 005 w t0 Vr 83'n 17o.0 970 Imp To 180.1 1061 170,0 560 137.2 1051 155.E 892 120.1 1051 11610 848 1C0.7 Iml 132.3 877 00.1 1054 12!,7 03D 50.1 1051 119.5 822 BOX 1051 110.1 t2l 60.0 1051 119.1 a21 � CL 5 651n 151.1 C57 170.0 789 139.3 957 151.6 605 119A 957 134.0 180 Io4.4 957 121.0 777 92.8 957 1125 767 83.6 09 108.8 759 69.8 957 100.0 750 69.7 957 94.9 74E 5t2 117 98.9 74a z Z J,£ o U 22 in� 220.7 604 1352 59t 107.3 and 1152 6e4 Stf? 8C4 101.3 671 80.4 804 91.4 660 71,5 B04 B1.1 630 64.4 0D4 78.6 W3 53.8 a04 72.3 633 46.0 804 69.9 825 40.2 aG4 09.0 628 W 2 :L) '1 7a In ID9A T2T 114.4 G70E45347.1 97.2 618 78.2 712 aS.3 006 GGA 722 T6,7 596 60.0 722 Toll Sae 64.7 722 a$.5 Sea 45.0 722 69.5 670 39.1 722 !8.7 566 34.2 722 56.2 164 � J � '� 2 a 78 in 101.2 655 105.0 $00 0.6 588 723 605 70.5 1577 63.3 685 79.5 566 562 085 04.5 56G 50.6 605 60.1 $63 422 685 84.3 541 36.2 685 6L4 537 31.6 666 ba.7 536 � ¢ tD c F- 801n 65.0 815 09.0 457 67.5 449 47.1 818 50.1 441 lt.Z 515 M.7 438 36.6 515 40.8 426 33.0 818 37.4 422 27.5 516 17.+ 417 23.5 515 30,5 407 20,8 alb 28.1 404 tI- Q �. Z �y Bfi In OS.J 45J CSA 404 4i.f 307 36.8 457 41.0 331 31.G 453 a8.1 385 302 457 330 379 272 453 33.4 3>4 Z2.8 493 28.6 ]6g IPA Ofil 2<,9 3oG 17.0 453 22.9 35G 33,1 358 39.0 327J2.8 3I8 27.2 US 25.4 31] 23.5 J58 25.2 ]06 2I2 35a 22.? 351 19.1 388 23.0 30.7 10.8 ]SO f0.0 293IIIIn 35.1 338 35A 30630.1 301 25.1 33! 2G.1 207 22.0 339 23.2 293 19.5 338 20.9 222 17.8X1201n 27.8 290 26.3 26423.5 290 19.0 290 20.9 250 17.4 290 19.2 253 HA 290 19.4 2d9 � -._ 1M ti I6.1 20t te.] lee 2 d a r Z TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: AI hot Capacity Table Ibs) --- -----J ANCHOR CAP.,",,,"„ o A 5-7 fi4ta9ale 271.(bn:MO --_ 35t C(a _ 40b,C7AU F.rled Ulu Py wwo Me m {DP )X( )=ANCHOR CAP.., � S'16'EILO ird"59EIt06114'Elro 174-SSElt. P10slrJ 4128121 4I231 1 MULLION CAP.,,.„,,,, PRODUCT REVISED N10m T)pe 976'cmo Unmc Oc yr Cxo Ww:oa �llwon vt6'Elan u::lxm v4•Ek5U0rdcen Aggt•GOtor utn. Aggr:C;ma sc1d IGS)S"013a) stre4(051 USE THIS FORMULA'rO OBTAIN THE"ANCHOR as corn I In with the Florida Anchor Clip Patterns - _ _ P� EG23nstorcepnk r 2-tlr _r z-v2' --ilia- t• 2•v? r t.vr, r suit r o.m' odF o.�4• CAPACTI'REQUIRED"CORRESPONDING TO AN Budding o 0 En:cealal m. I-W4• tdrr ua= 1yi^ 2' 1.114, avr 1.114, 1-vr MIA, I-led, r'- 1-Te• tree• vales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No,_ 17-0630.01 2 AnCM17 M1�i h'/9'AIin OC lBIeIl0E6a065el CI1p(Fl¢1). 9001OS 3(eIce A93156 aD IbS IC4A Im 270'ILs 3eu It- 1 351 ns 740114 3T4 DO Sod ire GI. -941b3 442 tto Wobs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Dnte05126/2021 4 plcnss rN 7 15'A11n.O.0 19teno3m(Cr Ot et)Mp 090 2) 480 bs 700 Im NA tvA WA NIA 9¢n og I41A _ IaA NA WA IVA M2 bs 1 SM Im 11 PC Im CAPACITY(FROM THE TABLE)OF THE SELECTED 4grcrc9�E9n.oc.1(2)7A5An9NCI0/trig3) 76'/IDS 700IDS 5909:5 1 i5rottn teasW stolbd 6wbs NA its `USIbs Ow IDS 1RQ7In, M?ins 815ice_ 1120U MULLION.IT WILL YIELD A MINIMUM ANCHOR By �t ----- 4Atct�a',810.45'A191.00/U ,Into 12P AI1rm lFlg 4). N.A WA N/:, NIA NIA NIA WA N/A 14•A- NIA NIA rVA NO, _ NIA 14701t5 CAPACITY WHICH MAY HE USED TO QUALIFY Miami d rcduct Control _ 1 AIL'rorf FC¢ (n 5 IRS b3 100Im 775 ba •k151M 822 UA 1351Cs 1-IOOYJ 17i ib1 370:1n 181 its 1 332169 173105 t7Dau z`1 Ibs � �i1a' ADDITIONAL ANCHOR OPTIONS FROM THE 2 gncnars t1e.•r.+w.o.c.rrcIb 61 t.b roe 35o Ia NrA ruq urq ura im 145 NIA NrA N7n NIA _-NUA - ?IWB .0 !ra 9H ANCHOR CAPACITY TARLF. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE2: _ TABLE NOTES: ® • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES ANU 5Htt IL26 FOR INFORMATIONON LOADING.SEE SIICETS 2-4 FOR GENERAL INSTALLATION METHODS, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPFNING WIDTHS IS ALLOWABLE. ��` I ,,,..,,.• 1 0 1 FIGURE 3: 3.188 ��••'' LICENSE•.�(( ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE ti Q"; - SHEETS 21.23.HOLES TO BE DRILLED IN THE rELD FOLLOWING DIMENSIONAL RESTRICTIOIJ8 •'.P CLIP MUST SHOWN ON SHEETS 21 23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7k: No.58705 BE USED -.265' IN PAIRS. 4)SUBSTRATES!CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL yh FIGURE 4: FIGURE 5: FIGURE 6: DE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AV SG OF 0.55.ALUMINUM SHALL BE -' T I'n ATE ! 8063-15 AND BE A MI'JIMUM OF.125'THICK.STEEL STUDS TO BE A MINPa1Uld GRADE 33 AND %�ys ••,�ORIDM,,•'•\C�� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL 1.25'X 3,10a'X,265'MULLION yip S/O �NG��` ---- -- - (1.1/4'VI'MI1l11ON) //! NAL 1t� - - -- '-�--- - ----- -ANCHORS INTO META:SHALL-EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. _ __ 1111 Iv 010 8 h12 ANCHORS INTO WOOD MAYBE STEEL,18-9 S.S.OR 410 S,S. 1 I LE _ � A.LYNN MILLER,P.E. FL P.E.0 50705 i TABLEJA _ Mullion CoPOaitY Toblo lbelwi Oponing Width(for vedlcetry"apanNrp maatan6)or Oponing HelO lit(forhadzan131µepenrdng mulliora) G� $ 5oln pain TO In " PO In 9C In ICO In 120In 1•IO In 1001n SS 4 1,25 i 3.25 I+acteneiar TnpTdwg fLeefan0uhr TwTdmr9. Roclen0uter Tmpfm g. Ralen9Ular TmNTrlonq. Heelwgub, Tap!ina3q Rao+4a9uwr hUpM.c. Re41an0ola7 Tmp�tlon0. Raalen2ul4/ haprtUan0. Re414nUuler TroplTrianB. n ti X.10D Loaolr9 L.Goolc Loaaoq Wkin9 Le9din0 Loadn9 L-11no Laadh9 Loe45nD Lead'as L-5,g Uo dl q Loaaue,T Losdlnq Laedinq Laadup Laadlnp Loadhp E+p Alum.Tuba Mullion HIM dl ll; d3 I� d I,1 11, S �� 9� �d �d 2� , d� I H 2,� 81 �ry d� �� .4� �� _ �� Z ��" � 421n 110.0 620 170.0 435 170.0 74/ ITUA 47tl 170.0 r809 IT0.0 E00 1100 992 1700 BID i70.0 1116 1T0.01 eN 183.3 1110 170.0 921 127.7 111tl 1TD.0 b21 109.5 1110 170.0 521 a0.0 Ilia 1f0,0 Bit p LU z IB 1. 17D,0 No 170.0 524 170.0 950 t70.0 661 167,6 078 1r0.0 600 tgOT 974 1700 e01 130./ 078 I70.0 077 117.3 878 170.0 6DO Via via 17D.0 060 03.6 97B 170.a 080 73. 970 f70.D aB0 � J fQ OO.P2D in 110.0 Tq7 17C.0 563 170.0 BBO 1TO.0 021 150.7 927 170.0 6B4 131.p 027 1tl0.5 70B t1J2 027 150.11 699 105.6 027 158,3 6B6 97.8 927 1G8.3 095 i8.d 027 160A 6B5 65.9 627 15SU 605 CTC, 641n 770.0 7D7 I7C0 912 16q,6 009 1M,a 661 132.8 80b 1632 683 115.9 809 141,0 060 103.0 859 134-0) 180 92,7 809 123.0 B64 77.3 6G8 120.0 062 86.2 089 128.D 65Y 67.8 868 128.8 M. W O `- Boln fJJT Id6 183A 634 It0.4 r16 132.3 BTU f62.3, N0 il7A eoa dB.G 740 107.8 800 79.5 746 1C1.0 $92 71.6 740 09.8 197 577 740 013 883 51.2 MO 83,2 507 ie,e 746 93.3 649 �' LU CI) § 03 in 1233 677 112,0•570 103A 677 113.2 5CO 08A 077 ICDA 658 77.3 G77 01.4 818 sky 617 952 019 8 o 677 01.0 624 SLa 677 77.0 029 d4 2 677 78.7 82B 38,7 677 70.7 620 V 1D 6641 f07.6 OR 114J 530 00.7 611 97.0 519 76.0 Gt'f 89.3 609 67.3 017 78.9 6o0 69.6 017 72,6 174 53.3 617 so.? 409 14.1 017_ 9/.q .107 36./ 6I7 61J q_.BT 37,8 011 87.1 482 '� W 1: 72W e7.9 510 fl7.1 190 e0.1 GIB 7/.2 450 89,2 91B 05.7 d3x S1.B 810 600 J$ I8.1 fi10 6/,2 dt9 11.1 61B 60.7 Nd 34.5 616 AB.B q00 20,8 ef8 46,0 105 7u.tl 510 45.0 IOa Z Z Wg m 0 78In 70.5 405 73.7 IOB 58.7 /GB 82,8 US 60.3 465 54.9 3DO /4.1 465 49.4 181 39.2 465 46.3 3T8 35.2 /05 42.2 374 2U.,1 dOfi 30,3 387 x02 �-4, �MG262 120 l85 38.2 783 W7EN ed1 08. 3B7 80.3 141 81.7 379 30.6 44t 60.8 a72 /O.B 411 45.1 786 3B2 141 41,6 ]OG 32.6 441 3111 365 1T.T I11 U,0 349 233 70d 401 727 USa00h 42/ 732 q7,8 2p8 7a/ 377. 37.6 209 30.3 332 32.3 284 20.5 332 25.8 990 23B 332 26.1 276 21.T 332 24.1 272 17.7 332 21.7 x60 i6.2 113 972 187 210 ¢ �" z Beh 36,0 1B1 35.9 26C 78,f 201• 702 256 I5,0 281 204 152 21.8 1:11 t3.5 140 17,4 291 21.3 '714 11.6 181 19.5 2/1 t4A 791 1T.1 230 1T.8 261 IG.e 77T 7 � � Q � 108In B4A 230 25.1 208 2a5 230 21.1 205 IT,5 230 10.3 201 10A 230 M, 198 ¢ N _ In X itch 27.e 21B 73.1 181 IBA 210 t0A 104 102 xIB 168 101 1d.1 21u iJ.O 1M 120h 1T.9 1fl7 102 '70 14,3 181 16A IGi r.) �f th In Ly z < N Q 0 qg CL �..' Z I] TABLE 98 _ AnehorCa acll Tahle Iha) - ANCHOR CAPACITY ADJUSTMENT FORMULA: + � SlAafrere: Z7e C rnnlio 3.5t Can, _ Haka,CMU Fafed=fj PT Wo00 61ahl ANCHOR CAP„�^„", (DP.,)X( )o ANCHOR CAR"", ArahorT W1a'61Ca lb ANCHOR at0slo ollis- a12s1eel MULLIONCAP. PRODUCT REVISED Y6e: 3l1G`Elca Ull�can 111•Elco UIN.nnon 3/I6"Elco Ulbuuon t+4"Eho Nloaon A20ra(IaWr Ulhe6on AOWe001cf SarLW IC5)SwOw(05) BomN IG5) USE THIS FORMULA TO OBTAIN THE"ANCHOR ae ObUyIng With the Flor(da Anchor Clip Panama _ ulaeaon y g Etive IXblenee gnl: t• 2•vz° t^ 2.1/2• D•1f6' t• 2-t12• 1• 2•trz" 2' 3.1/G' 2' G<D' o.ti�` aA21` CAPACITY REQUIRED"CORRESPONDING TO AN Building Colla ' Embedmeni Drk tala' 1-W4• t•924• tyi• T i4ia• 1il4' 1•Hv 1.tM' -t•4T 1•Va• 2' 1.310• ta,B• tmha ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630Ai i Aneh9a 0 4.75'AE D.O.OI alaama or-1W Cip IF,,I). inn Wa 3a11ba 4sc ms -Boo wa t_a4Ina srD We 2Pn Ina 3 4lo4 7/a 1be 3 4 uD efia it. 94n Ib4 3/t Iba au me Eau 1bc OPENJING,WHEN IT IS LOWER THAN THE MULLION I q AnobOm 1,15"Min.O.C./Starderd(otOdeaD Clp(Fk.23 490 Wo 70]Ibe NIA NIA N/A NIA 300149 N%A WA NIA NIA V NIA 88T lbe BR51ba tt2G @o CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Data 05126/202i 4 Ano We®3•MK O.C.1(2)245 A.n01a Glp4/IFla.3r 700 bo 7001bo 080Iss I&OOlba 169E Iba 6401b5 i"O 5% NIA 70a Ila 7.10 ibs_ BOOIba 1092 lb, e62 We DA51be 11201b1 MULLION.I(FROMT WILL THE BILL)OF THESUM LE By 7 Arwnaro tD 0.G4•Mon.O.C.I L'411p,hlo.iCO'AWm.IFk.<F NIA NfA WA WA R/A NIA NiA NIA NfA NIA N;A NIA WA NIA OSO It. CAPACITY W:IICI I MAY BE USED TO QUAUFY Miami o Pro ue on to 1 Anohur7 F•Clte(FI*.OJ: IDS Wn 19616e 27816s NS Wd 82216+ f351ea R004 f771ba 370 ft. for Wa 332 fta 4131ba iTu ice 22116e 2d0 Ws ADDITIONAL ANCHUH OPTION!FROM THE i 2Anahai#4 1.161 Min.U.C./F•C I la.BL 240 La 3501b4 •- NIA NIA tlfA NIA IM the VIANIA NM WA N%A 3/1 We,. 442I1)e 610 lbn ANCHOR CAPACITY TABLE i I FIGURE I: FIGURE 2: TABLE NOTES: 0- FIGURE © 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL.LENGTHS Ah'D(OR OPENING WIDTHS IS ALLOWABLE.FIGURE3: 3)MULLION AND MULLION CLIPS SI IOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE r�, ♦�� NY NANGLE SHEETS 21.23.HOLES 70 BE DRII.LEU IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.280' �'� ICECLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3.260" �BE USED No.58708 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDLT GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALLBE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE a; FIGURE 5: FIGURE B: G003•T5AND SEAMINIMUM OFAGO"THICK.STEEL STUDS TO DEA MINIIMUM GRAVE33AND �0'. S A ;�.Oa6"THICK(1B GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND ALB,ALL %'n•'A.VCHORSINTOMCTALSHALL"TENDATLEAST3SCREWTHREADSBEYONDTHEMATERIAL ' "X3 �C�p'••�<ORIDA,.•'•�C�'♦� -- -- -_----- 1,26"X 325'X.103' 1,25"X3.25"X.1UD• I 1,7 N10&tt12-ANCHORS INTO WOODMA1'BE 9TEEL,-iC•B S,S,OR 410 5,5.-----. _-_ _ - i / N - -MLLLION FOR - ___MULLION F)11 - _ __ _ 4 ONAL 1E t� ) FIF1.D-MULLED UNITS FACTORY•MLLLED UNITS A.LYN��}III iLI�R`tP,E. t FL P.E.B 58785 I TABLE 1DA --- -^- ------ - ---- m a Mullion Capacity Table Ibath') Opening Wdth(fcr Vedreallysparming mldltore)cr Opening Holght(for hcrizorta*speru ing mullions) G'' 60 In GO at IO 1n 80 In 90 fn 1001" Ila 1., 1451ll 1501, 728%226 Neaunpdrt laapR4ane� RI"19ular Trap,Trirnp, NarJangNw Tr4p'7ddn9• Ro:lsrrgular Tlap/fuanp, p factertgulor irep/Mang. RoctongNu Tnpl7rlonp, Rx ae,gulm Trcyrlllorg. RaofanpWu Tiayirianq. RocrmrgWar ]rrrl✓irlanp o . %.x 3. LoJoinp Lnoding Loading Lo3dinq Wdln9 LOeeNp L..&q L4odinp �I Lor&nil Lnndly Loadhp LeedMp U.dim Lmdmg Loading L,.4hD -andng Laad.,g Alum.Tubc .9' F3_ �s 5_ ' �• E-. D 'E •_ 9 �1_ � .5 a ", II I_ .aa �., 3.. Mu61on g s o@ ��. g �€ R a a �4a R'� a o Q § ��. ILA &� �� A #:�. aP d• u'o is u TE u up u ri„ u Uu' u u iae V N l� _ � d 8 •fd _ $dit $� ! �d � did e d w did ae Qe uqq Z 4a In 1I 62a 170.0 436 170.0 744 170.0 470 110.0 S60 170.0 50G 170.0 992 :70,0 610 170.0 1116 1'l0.6 621 17o,0 t249 1700 621 1700 1480 I70,0 Et1 170,L' 17]5 170J fill VO.tl 19E] 170.0 521 _ 40 in 17D.0 7C9 170.0 924 170.0 850 170.0 601 170,0 992 110.0 830 1700 1133 170.0 GEI 170.0 1276 170.0 677 170.0 T417 1700 BED 170.0 1700 170.0 E90 169.7 1979 t?O5 60D 148.5 1979 170.0 660 J (n 60.025 to 170.0 747 110.0 663 1T0G 896 1700 531 170.0 1C46 17d.0 694 170.3 1195 :70.0 723 1T0.0 1345 170.0 747 170.0 1494 170.0 I6S 110.0 1793 17a0 ISO 152E 187'! 770.0 'Ib6 I33.6 all 170.0 755 IN- 641n 170.0 T97 170.0 e12 170,0 95G 1700 691 1700 tI1G 177.0 764 '700 1276 1T0.0 eta 170.0 143/ 170.0 877 7TO.OI 1594 170.0 8E5 156A tib9 17Qa fGt 134.1�i769 1709 Bel 117.3 1763 170.0 051 W o ~ _ ___ PL co In 601n 110.0 BB5 110.0 101 iTO.D 106] 1700 797 170.0 1240 173.D 070 -70.9 1417 170.0 944 ISIA 1611 1700 980 146Ar511 170.0 1033 120,8 1S11 170.0 1063 103,C 1511 170.0 IOG3 90.6 1611 170.0 1(G7 F 63 in 170,0 930 170.0 745 170.0 111e 1710 360 1700 1302 170.0 940 IGGA 1310 170.0 1015 1302 1370 1793 1075 126.311370 164.0 1pa2 1044. 1310 165.1 1672 891 1310 155.3 1010 70.3 1373 In. 1070 UJ Z a 651n 170.0 O 4 170.0 iB9 I70.0 1169 1T).0 903 i55.6 12AB 170.0 1002 776 t f248 168.2 1013 121.1 1248 147.1 1000 108.9�1240 179.0 060 W.0 17/9 130,4 919 77.8 1243 1260 076 68.1 12Jd 129.0 9/6 Y N m' _ �' 71 in 1G1.A 1049 IT0.0 B7B 179,9 10.19 I6D,7 072 118.9 IC18 131.1 076 104.9 104E 119.1 669 93.2 1049 109.7 049 B.1.9I 1049 1027 830 590 1049 94.3 026 88.9 1041 91.2 020 52.4 104D 91.1 820 Z g V �d 78In f12,7 9/1 I•i9.1 6t2 ife.9 Bdt 12G9 0D5 10f9 941 tf1.2 7t1 89.2 8J1 700.0 77T i9.3 941 01T 7G6 71/ 911 06.8 767 695 911 77,6 NA 61,0 all 74.0 737 4A.G 64f TJ3 73A 0 dZ E141 132.0 0B4 131.6 70] 1f00 694 119.9 707 N.3 034 102A T63 82.6 694 91.9 740 713 094 94A 730 66.D �•1 78.3 721 65.0 094 70.7 707 47.1 894 07.0 701 4L3 B94 66.1 998 -3 < "t 95.8 GlI 9D.7 $90 71A fill 74.9 COS GIA 011 66,3 67G 53.7 671 Fet 6ER 477 671 520 558 43.0; 911 MCA 661 35.8 671 43.1 E35 30.7 fill 39.1 631 26.9 $11 37S G2G cl �6901727 59.0 690 OtA 610 50.8 Soo A.7 EDO 47.5 602 39.3 690 43.0 491 36A 690 390 410 296 690 34,7 477 253 S94 31.6 4G9 73.1 690 49.7 166 60.0 421 d1./ d66 41.8 414 3SG 488 4B8 ]t.9 Jn7 77.6 /E6 29.T 796 2J,7; 606 27,I J91 207 AGO D.5 70t17.9ll19N 4531 d4' 4G.7 d00 3E2 441 79.] 371 72.T� d41 Jd1 30.2 3D7 76./ //1 272 77fi 71.9! 141 24.9 JI7 19.1 441 21S 367 Ifi.J 411 19.] ]5G 14.3 4dl 17.E 351 W36.9 344 3C.2 3!R 31.0 339 2SA 379 37B 23.7 129 20.1 378 21,3 225 18.1 303 19 5 321 16.1 37( 16.7 3:4 Df x �21.0 262 1 2J2 11.5 267 17.8 236 15.0 261 t T U N 0 ,'• Z d e 0 O TABLE 108 _.-_-. - ---- - ANCHOR CAPACITY ADJUSTMENT FORMULA: o �`- D'm0 Anchor Cupodty Toble(Ins) -- U Fl ANCHOR OAF,,,,,,,,, u ci 6aMlralee 275C3arcnte 365COna. _ Het177 OwCMU FIIIedCldll PT act: rleal ;OP,,,)X( )=ANCHOR CAP.,,, PRODUCT REVISED d7J.", . . - VOS97Xa 5'1fi'F111 114"9S Elco 910 Sled 0128tael 01281ee1 MULLION CAP.,,,•,,,,, Anch.Typc 3'1C Ell cn LAMM tl/'Elcou0mc3n u11r4:en 311e FJeo N(n%akaullraton AppeGadi UOm:m Aggr!Gxdr SCM'a(Co)Sam(05) Scrut I0O) USE THIS FORMULA TO OBTAIN THE"ANCHOR as eom IyIng with the Plorida AnchorCllp Pattemp P Cod ED p9lance n I. 2-Vr 1" 2.112' 3.110' 1• 2.112241r 2• 3•lia' r o.498 DaIr 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN Building • Emne4lmml n taw^ M70-0 ta14• 14'a• 2• bVl' 1-V4 t-vJ• t•tW t.tt4' r 1-a•5^ albs = -- ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630,01 2 ANCtDA�J7`T 6119 O.0 IGIaala,lQOOael Cop(Flp 1'. 390IOf Its e90Jut 7844m 2/o IDS 200lit 740 IN, 2Td IDS Gta l07 t4d5IDs 311In5 _ lm OPENING,NlNEN ITIS LOVfER THAN THE MULLION Expir^tlon Dote,DS12612021 4 Arcnaa @ 1-15'r.+ln.o.G 4 Slmaard fo(aalgca (Fla 7Y 41U Ins WA 171A - NIR aecia wn rva t41A 141A 662ms o Iw CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arcnlon($3"NIn,D,ql R)2,5AWO Clips I(no BY 780105 19ta 16i tOGG Ibs 610In9 S0 pp MULLION.IT WILL YIELUAMINUMUM ANCHOR3And^rsM0.a4"l4M,OR,IU:Jip,Inl0J00'AlUn4OFlgnp NIA IUA fI/A HIA IUA H7A NIA WA NIA N/A1Yn CAPACITY WHICH MAY BE USED TO QUALIFY Mlam a ro set Contro1 AM I FLnp(FI2.5)' 195103 446ltn 522]37 126ms tooms 3701E 197 ms 332I04 T1731M 11oms D Itls ADDITIONAL ANCHOR OPTIONS FROM THE 2Anc1^n 1.18'Nvn0ClF43R 2G' 240105 NIA NIA ILIA 10015 NIA Nln I WA WA 341fns IDS ANCHOR CAPACITY TABLE, FIGURE I: FIGURE 2: TABLE NOTES: �1.250"- 1.250' . i 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION • . 061 LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METI IODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. t11 t 111 11111! � ��`t�0.......,Nr�j�'�.,� _ 3 MULLION AND MULLIOfJ CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250° 3.e'S0' , FIGURE 3: ) �` '�.•''�iCENS ANGLE SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q',• '•,4r� CLIP MUST SHOWN ON SHEETS 2'-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No,68706 BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AST'M C-80.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 3.55.ALUMINUM SHALLBE 024'' .624" O 9TAt&VZT-l FIGURE4: FIGURE 5: FIGURE 5: 6063-T5 AND BE A MINIMUM OF.100"THICIC.STEEL STUDS TO BE A MINIMUM GRADE 33 AND -- ,-L ..._L i .t�'., 'Q .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST'.125"THICK AND A36.ALL CAS •. �� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.26•X 3,25'X,624• 1.25•X 3,25'X.624° - - - - -- ...010&912 ANCHORS INTO WOOD MAYBE STEEL,1B-8 S,S,OR d10 S.S.___ _ ___ _ MULLION FOR MULLION FOR �L7S7TONAL 1 FIELOWULLED UNITS FACTORY-MULLED UNI,5 A.LYNN�ILI.FR,P,E. I FL P,E.#58705 I TABLE 11A •` - Mullion Capacity Table(lb%AY) Opening Wdth(for veil ca4•5ponningmilicl7s)orOpenllig Height(krhodxovU1;"pennirg mUrion9) SO In 60 in to 1, 00.n 90m lit 120 In t60I1 1601n w 1.26 z394 R..!.M,dar TraP:r of RecurgJar T-plrneng� Rucu'pW TraprT6.N- R.11 SOW T. d.1. Rvclangdar Tnglfnang Rncrangnly TrapFding. Ranange!a TnpTvano- Rac:an90 ImpTdang. ReelagUilr TIdp+Trlang S X.924 Lv4diivg Wvding Laadng Llacing teaeing Lm*,g LvaCinO LOadng La:tling Laadlni Lvadh�g Loadhg food ng Laaang Ldadmg Laadmg Lradinp la Wiry e� Alum.Tube r " -r .E - - - a s % n i' s m 41_ £a £ .. s_ L. s a Nalggn gt s E ��. �e &v :a & o 9 1& 4 a4 "s -a k ka S lad a I 3 M ; s& 4 ?Fi N 1 ug u§ Iu{ �@ ,'S R y� J N�'7� u'` le ' 5 i� t3 E '6 p 19'� 1� 5' �V E'C 5'0 18�3 D •l -�',c5' 1,; y a 11 '6 fi �� Ale 0- �� 'li� �,� �D d7�� .�V � N 41r a:• W -E. 4H ecy _ da I Iyyy�� s8 5.n z' er z W I'll 170.0 620 170.0 435 1T0.0 tdd 1700 dfd 170.0 0GE 1700 Safi 170.0 S92 1700 515 1700 VIC 170.0 521 170.0 1240 170.0 $21 1T0.0 1498 1700 521 t'f0.0 1T75 110.0 621 170.4 1903 1TO.0 fi21 yaj O Z J I'll 170.0 700 170.9 JD2 170.0 U50 WO.0 ON 17D.7 09, 110.0 53a :70.2 1+3] 1TO3 66+ 1700 5275 170E 977 +TOO 1417 17901 600 IT00 WOO 17U0 E00 110a Ins 170.0 RAO 1T0.0 2267 170.0 800 K 5 Cn $062S in 170.0 T47 170.0 170.3 696 1700 691 17D.0 tOdS 1700 G84 '70.0 1195 170.0 723 1700 1345 170.0 147 1700 1494 1T0.9 111 179.0 1793 1700 766 J700 E092 170.0 766 WO 2J91 170.0 766 �,g F- 6410 170.0 70T +700170.5 968 170.0 991 1700 1116 1)00 764 170.0 1275 1700 SO 110L 1424 170.4 837 170.0 1694 170.0 066 170.0 1913 170.0 881 +70a 2231 I70.0 0CI 160.2 2d03 170.0 06. O' m 0 � 60'n 110.0 its $To.o170.0 1063 1700 737 170.0 1240 1700 aid 1l0.0 1417 170.0 94A 1700 1694 110.0 996 9T9A 1771 1700 1233 1100 2'25 1700 1063 146.3 2%3 170.0 1063 USA 2163 1700 1063 a F � so � 07 in C. 170,0 07C 170.0170.0 111fi 1T00 BS0 170.0 1302 170,0 9.10 1100 1dB6 170.0 1016 170.0 1E73 1100 '1076 1700 1969 1700 1.2T II5B9 20d0 170.0 1160 '3d,d Tara 170.0 1111 117.7 2060 170.0 1171 ¢ W Z to Ill 17C.0 Did 17001700 1160 1TC.0 9D] 1l0.0 1361 1/0.0 1007 170A 16se 170.0 108E 7700 1757 17Ue 11SO 170.E INS 170.3 1210 U3.0 19E6 1T0,0 1775 1226 Me 1190 1230 101.2,t966 1700 17E6 z z C0 771n 17U.0 1087 110,0AIR1f00 127c 17C,0 :009 1700 1488 170.0 112E 170.0 f700 170.0 1229 15:1 1134 1700 121, 170.7 1TJJ 169.8 1391 lie 1734 ISIS 17W 90.1 1734 16a3 1362 66.7 1134 150.2 1257 ? -J � �U _ W 2 J ifi In 170.0 1122 170.0170.0 134E 170D IOBO 1605 I686 1i 0,0 1209 147A 1550 1G5.2 1295 131.1 1556 161f 1266 +17.9 155E 141,3 1751 9A3 1555 128.3 1Z29 Bd7 1556 1Y1.3 1219 73.1 1cS6 f21.2 1:16. .�1 u z 781n 170.E 11Et 170.0 170.0 179'• 170.0 1110 1559 N77 168.7 1245 I]6A 1477 152.0 1221 111] +dTT 179.1 •7a6 103.1 14" 129.5 !191 9a.9 147T 1•e9 1ISO 77.9 u77 110.3 1160 fit 14TT 106.3 1164 C Q •d. f• g -'CO In 1d7.0 1110 146.5113.d 1110 t27.9 060 !01.6 1110 1613 951 00.8 11f0 9fi 1 976 T0.9 1110 87,d 027 71.0 1110 A0.7 910 60.2 tt 70 11.3 691 50.7 1110 65.8 678 4d.q 1117 61.7 070 3 F toEd In f17.0 9T6 12D.3 97.9 9T5 101.5 O5U 07.8 B79 683 B<2732 576 We; ¢29 66.0 976 11,7 61! 68601a654 007 40.E 876 614 ISO 410 975 523 776 16.0 215 4C.7 7671Deln 623 77+ 84.0 83.6 T71 707 696 59.7 771 61,3 6TA 61.4 771 543 664 65.7 111 49.0 6S5 411 771 41.9 DI7 20.7 771 309 672 29A 711 35.0 F71 ]57 7T1 Ya.4 612 a O OIII in 75.-1 730 77.1 63.1 150 050 860 S9.1 j 730 56,7 6t0 67.3 T70 d99 631 e2.1 Ao aSo F77 379 '_73a 41.1 614 31.5 770 L'.9 6CO 27 0 730 31.9 6B9 23.7 730 203 581fi7.7 fi2 c10 499 62J 61.2 FEO d2.P 97d e33 657 77.9 82- 34.2 S64 33.7 62J 363 d37 30.0 6t ]3.2 E31 F80626 277 619 11.A 6Z4 7J.8 I D09 10.7 G2d 21.5 501 y X3937 35.1 18.7 177 29.1 39fi 24.6 433 25 d 330 21.7 433 12.d 3Pf 79.7 4]7 29.0 J61 17 7 a77 10.2 776 U N \ O O T (<L TABLE7IB - ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 y� G �� AnchorCepachy Table Qbe) "" O Sulbinte .7X Corcrele 3.5%eoric _ _ hgiw a.!u ruled aw PT Wm1 rdnel ANCHOR CAP.,,.,.,". (OP,,,)X( =ANCHOR CAP.,,, file,Site �- 1W's3 E1c0&tu•Fee 1,.rrs❑'. Ole 5tetl 1+1751W 412 Sleet MULLION CAP.,«.�., PRODUCT REVISED AlfOlior Cllp PXttOf110 Al:cnn'TypO 1r1f EItUUI1Gu0n iN•'EIcOUlll4con 3'1a'EICO Utdrnn t;e'FlcoUllr4cOn Ag17CGao1 ullreCnl P. 17 5,.Cd Sic,"(GI S:m1G- no com I In with tho Florida Unit _ p3 '- ( ) I ( USE THIS FORMULA TO OBTAIN THE'ANCHORIld P Edge aelarz00n) r 2•vY t^ a•va• 3va' +" 2•va• r avr '�� atrt^ 2' 94e• 05a• 0024' CAPACITY REQUIRED"CORRESPONDING TO AN HOA- o o • Emecennt On) tan' 1.94' 1,114• ta's• 2• I-v4' 1.1tJ• 1.1l4• 1•vr 1•r14• 1•v4' 1.%e• 1.310• -It's ACTUAL PRESSURF.REQUIREMENT FOR THE NOA-No. 17.0030.01 2=o,00 T 5'Son U CJ SIBIERm v G09M Cilp 1Fl 1): Its 3m its d501D9 _Ci0 d7 tNA Ics 770lot 2891'A 7.'�4 Rn" 743 as 3741tN EEI a`s '-6R Ib, 3111nz 1471w :ca tn; OPENING,WHFN IT IS LOWER THAN THE MULLION Expiration Data 05f2612021 dArznon®i.is'M1tIM1O.C.%6FaiC9m(orolttl)Cnp018 27 4aaIt, 7mIm NIA 111A IIIA NA 360IM r++n WA N/A NIA 14'A _ _g21n9 6e:,lm +t20Its CAPACITY(FROM THE TABLE)OF THE SELECTED 4AmttaQ7MULO.a1C-0ZaAlyleCeps1096.3) 790Im 700Im 'kW 15 its 1so's�es- !401Ds 5MM N+A 7501m 7celss efclos -1nLnas- Bgzlns 6c.w1 nnlrs MULLION.IT WILL YIELD A MINIMUM ANCHOR By �---- -- . . dammn®D.Sa�Lnn.a o r ur4lp,m10.tea Alum ff"q.4) Ilrn 59A tun wn u1A fun I+•A _N+A tun n/n 17A FuA tuA uu 12571ta CAPACITY WHICH MAv BE USED TO QUALIFY M14im y Pro uct Contro 1ArcNrl F•C6p 04g 5) iW'109 1D3'b3 ax ids its lls e4lw 1D51n9 1TO.f- mina 770ltA 107 ms 9311m a73 t:a flDms 2a1 mt 26D Im ADDITIONAL ANCHOR OPTIONS FROM THE 2 An4ras •1.1Y bun O.c,l rrrp p•ip fij 243 m9 7eA:m -PHA Imn run h!n iviiiri run. urn n/q urn u+e W1 m9 d4'S m9 Ssa lm ANCFIOR CAPACITY TABLE. --1,250•--I FIGURE 1: FIGURE 2: TABLE NOTES: • • 1)SEE SIIEET 1 FOR INSTRUCTIONS ON USING 1 HE TABLES AND SHEET 25 FOR INFORMATION / ON LOADING-.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: a�• ' ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NO I-'10 SCALE.FOR EXACT DIMENSIONS,SEE 3,94- �.•' 1,tCENsp SHEETS 2 USED 1.23.HOLESTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTRESTRICTIONSCLIP 12•, 'to B' MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �.: No,58705 •� S. ICJ PAIH5. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GRCUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL rIGURC 4. FIGURES: FIGURE F: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE I -� � - f 7- 6063-T5 AND BE A MINIMUM OF 100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 ANU •fi24" i 0 ', ATE • I •'•.,Fd ORIDP,•,•C.) ,045"THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.12,'THICK AND A36.ALL iS � eL I ANCHORS INTO"METAL:SHALI.EXTEND'AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL - _ �'�lS'ONA L 11�\ • 010&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 B.S. 1.25'X 3.04•X.624' A.LY NN MVLIEP,P,E, L-� MULLION FL P.E.4 06705 TABLE 12A _.. ,.. n ' Mullion Capacity Table IbH,'R7 Opening Wldth(for vartcaly-opanring mtJElorls)or Opening Height(for had zortally-6paMrpnlilBon3) } � 501. 60 in 70Ir, go in 00"n 103In ITO O, 140'n 1601n Reetan014ar rieW7rian0. fiedanlp/ar 'RaPRGarlg. RedmBula Tup+TdanO• Radnnpl/er Tep/Ttane. RealanOWnr 7rop7Tdenp. RBdanOWdr n9p/rnanll. Re414n9ular Trepr7dOng R=KhLnpWm TropRnang. RDcton9uier TuplTtlarg. 4{ 2idX.2! Lo'd'" La4dr9 Laadn9 finding LoadInq Loafing Lna6,g Lordng I-ding L.oadn0 Loedn9 Lmdbg totdn9 Laedn9 Laadn9 LaednD LtadaB Loading C Alum'Tu11oX� gg y - gg '� Mu81an � cY � t9 d2` 8 $ aE � E s . s 15lil LJ K �� 42 in 170.0 620 170.0 43S 170.0 7U 170.0 478 170,E 060 170E 508 170.E 892 170,E 61B ITD.O If18 I70,0 921 'I 170.E 121E 110.E 521 170.E 1486 1 00.0 521 170E 17J5 170.E 621 170.E 19H3 flCA 521 W Q = 48;n 170.E 708 770.E E24 170.E 850 170.E 581 170.E 092 17D.0 6]0 170.E 1133 170.E E81 170.0 1275 170A 877 170.0 1417 170.E 680 170,E 17N 170.0 Ba0 110.E 1683 t70.0 680 170.E 2267 170,E 880 J 60.e451M1 170,E 74T 170,E 6fiJ 170.E 8% 17C.0 H31 170.E 1048 170.E $34 ITo.0 1185 170.1 723 17C.0 1345 170.0 747 17D.0 I404 170,E 788 173.0 1783 170A 758 170.0 2C92 170.0 766 170.E 2101 170.0 756 93 Bt In 1T0.4 TV 170.0 612 170.E 556 170.0 Bpi 170.E 1118 1i0A 75d 170,E 1275 1T00 eM 170.0 1434 1TD.0 037 170,E 1694 110.0 IDS 110.0 1913 170.E 881 1'7a.0 2231 170,E 661 170.E 295E 170E aB7 LU H 801n 770,E 10.1 170.0 701 110.0 1063 170.0 797 '70.0 1 440 1T0A 675 170.0 14V 170.0 044 I70.0 1594 170.E 696 170.0 17r1 170.0 1033 170A 2'26to 170,E 1083 170.E 2478 ti],0 fOfl7 1HO.a 288E 170.E 106] M W 63 In i70.0 930 170,0 745 170.0 1116 17D.0 550 170.D1 1302 170,E 940 170.0 1188 170.0 1015 IN.0 1673 170.0 1076 170.0 IOU 110.0 1122 t70.O'2231 170.0 1160 168,1 2553 1TC.0 1171 143,9 2553 170.0 1171 r 68 v1 170.E 674 '70.0 789 I70,0 1189 770E OM 7700 1784 1TOA 1702 170.E 1539 170.E 1066 170.0 ti'J7 170.E 1166 170.E 1846 170.E 721E 170.E 2336 170,E 1276 151.E 2437 170.E 126E 132.8 2437 170.E 120E G 5 m �2S y u 721n ilOD 10W 770.E 578 170.D 127E 170.E 1009 170.E U86 IT0,0 I126 170.E 1701 170.D 1226 170.E ;913 1 00.0 1315 170.0 2175 s70.0 1387 145.E 2184 170.0 1488 124.E 2184 170.E 1520 109.2 2184 1710.0 1530 vi Z U t �rUl 7G In 170,E ttu 170.E B37 170.E 1346 170.E t080 170.E 157E 170.E 1209 170.E 1784 170,E 1722 1811 166E 170E 1421 149.8 156E 170.0 1505 127.8 198E ItlLH 15/8 1M.1 196E 154.E 1615 92.9 196E 15Y7 1571 D. z 7a in 170.E 1Ill 170.E %7 1T0.0 J381 17D.0 1116 170.0 1611 170.0 1250 170.01 1542 170.0 1'09 02.7 ie61 170.0 1474 137.4 1981 163.1r74' 114.5 Net 147.3 1473 982 11B81 139.6 1459 86.9 1891 137,0 1454 VJ Q 901n 170.0 1376 170.0-1144 149.1 1396 158,0�12.10 127.8 179E 1]8.0 Ilia 1fl,H 179E 121.3 117E 99,4 1398 to Ifi 86.! 1399 101.6r37 J309 89A 1122 63.0 1198 B2.7 if0! 55.9 1398 70.8 1050 ..J 7 z -1 Q 01 61 Se In 147.4 1229 151A 1098 122.9 123D 117,E 107E 106A 1229 111,Z 1061 02. 1228 98.9 J044 8L0 1229 83.E 1029 73.7 1228 l2.4 122E 71.2 903 62.7 12'4B 85.8 H77 {6.1 1228 62.1 9B7 FV, d uZ rp Joe 103.E 071 105.0 877 B6.3 971 89.0 862 74.0 D71 77.2 849 64.7 071 08.1 M7 576 071 6'.8 825 51.8 071 56.5 071 49.0 70D 37,C 071 44,0 782 324 071 40.E T, n N N1V �pe Ill In 95.4 919 B7,] 832 7D.6 01B 01.9 61B 6511 DID 70,6 B0G ED. D18 82.8 /64 157.E 919 66.T /51 47.7 B19 51.8 BIB NA i!8 31.1 018 40.2 741 29.8 B10 N.1 732 C_C W �i.., �(1ZOIn T55 786 i8.e 716 82.8 706 84.5 705 b],8 7B0 59.E 6B! 47,2 750 4BA 666 11.9 780 N.d 877 37,7 705 4C.9 780 34.8 677 27.E 786 31.E 841 Z3.8 7B5 26.{ E31 34 h 144 in {3.7 540 44.2 104 36,4 546 37.E 498 31.2 648 31.0 491 27.1 518 29,2, 4B5 24,3 Sd0 25.3 479 21.8 546 22.9 474 182 SIB 18A 464 166 D46 172 465 IS.7 546 158 448 X c9 Q N Z O O co TABLE 12[3 ...,-._._ .- -- ------- -• --- ANCHOR CAPACITY ADJUSTMENT FORMULA: "•-�--- -- AnchorCapacityTODla pbq ANCHOR CAP. - o __ SULa1reI0: 2.7K C-MO 35K Caa Hoi-etlu RI OV& _PT V1n0a,.-_- mans (DR-)X(- ) ANCHOR CAP.,,, 5'13'Elto ;/4.93 Ef:a 915'FJ"o 1N'SS klro =10 SIr11 412 Bleel Kn2 S1aal MULLION CAP..,,„,,,,, ArcDtt$pe' 91G EIro Wtmcwl 1/4'Hlct UnlB6o1 3'16 ElrOlmis ce v4'Elco Urtrdc911 An4'har Gllp P011am• u17Mon w ss El cnmDc AWrBASy i toYSle S)5D12 tcel Sasw;cs, USE THIS FORMULA TO OBTAIN TIIG'ANCHDR PRODUCT REVISED EOpe 56tarc6 FN.,.,...1" 2.1rr V 2•V2' 3.1,0^ r ay. 1^ 2-V2' 2' MA, --"�7 0 48• 054^ D 324, CAPACITY REQUIREC"CORRESPONDING TO AN aD complylnB with the Plorlda tlnixdncni OtV i+r4• 1.3+4• iSla'"(.,t vo 2' 1•ur t•v4' t�r4• t•tt- I t•v4 1-vi• 161a• t tie`• W ` ACTUAL PRESSURE REQUIREMENT FOR THE 8ullding CCoddo 2 AOcrOn$14.T5'MIn O,C+etsema et O55L4 Cup ffIB 182) ZD7155 300Its •15L`01 Biro Iem IDS 270bs 29]ItN _w ea 740 os 1 374 Ill 0SEDD s49Ile 6'I In. 442 tm D6Dnri OPENING,WHEN II'IS LOWER THAN THE MULLION NOA-No. 17-0630.01 A AM110%t442.60•rain C C l siandlm IV onto Cllp(Fl93i 7401oe 740IDS 63C IDS 1405 ID6 11241DS NIA 5M IDS NIA W,1R6 � I:A _ 630IW IVA C82IDS 0%,m 1I201[a CAPACITY(FRU41'IHE TABLE) THE SELECTED Expiration Date 06/2612021 GAtCncR�1,71"M.IO,OC fsOn01m ne4DcgCllp(Flg A) 68,IDS 00 758[Do 19461re "-Nia_ WA 7Gs.tls _NIA 7901ra I+IA NIA I:A 1M2iW 1527IDS 16r0IDS MUL-ION.ITWILL YIELD A MINIMUM ANCHOR crs a to L min' 0.O.C.l IZI2c5 AM1DN C3P:1(FIB 6Y 7N 1tn 7 l:= BTA IDS tGIJ It.6 Wp9 Oats EFL'dC ILA 7601oS 7dA lrs ! BrD ins lO�lDs 632153 D0.51La 1173J 8a CAPACITY WHICH MAY BE USED TO QUALIFY By ----- fiaamnp9'u1n.O.0 11�25AIgI5 CAlp8l tFle 6Y 1770ato Ittn:W 1L�v IDS 2313 lta 26"In Bt n 54o axi tJA-•- ii�IDS 1122:"s 11320Idn 29ra as 152�1L. ta2r lm 1Bm lie ADDITIONAL ANCHOR OPTIONS FROM TI IE Miam a o ro uct ontro SAIKrOR®1.31'1.11n.0.C.1ULl!p�lntn.12,'Alum.(F..7. N/A WA NIA IL'A NIA IUA tUA NA NIA NA WA IA IVA � TVA DT3 MiCHOR CAPACITY TABLE. 6 A!Cma(^W 064`MIn O.C.I U4%Ip.InlDA2•r'A1u41)F, 0} IIIA N/A N!A N!A, NIA N!A •tLA ILA Nrq- ILA ILA NIA Wl, H/A 27 IDS 2 Mtloa®2Gff Nln OCIFC9p 1Fl4 Ol 37D Ds 37t1 On 3fI IDS 7431m 712 L. 11lA 2NIW II'A 3491Ds NM 4401M tI/A 371?R JJ21M ti.D IM 0 ArcI4rl S4t71'LBn OO/F{1 Fl.10J. 4431De SL'It8 0791DS 0731tc WA NIA J5711w Nb4 �@IW itU T-r11A NA Stf bs 5671ei C4D la NOTE:FOR THE OFFSET CLIP,USE THE.SAME ANCHOR PATTERN AND i)NCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SI WET 24. F'GURE I: FIGURE 2: FIGURE 3: FIGURE 4: TABLE NOTES: 2.000' • • • • • • • 1IIIrl . • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEF77 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 PUR `v'3� Y LYNN 7l',ri GENERAL INSTALLATION METHODS. \� Jv N.• ••• 4f • • • • c _ LGEN, C FIGURE St FIGURE 6: 2)LINEAR INTERPOI ATION BETWEEN MULL LENGTI Iu ANDIOR OPENING WIDTHS IS ALLOWABLE. Q��•, 4F 1•''`�� t r 4.000" *: No.597C5 • • • • �- II • • ;)MULI ION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE BI IEE rS 21.23.HOLES TO BE DRILL5D IN '25L- = , �• III THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE I • • LOCATIONS. J r 10 ST TE 0 r, �'- FIGURE 7: FIGURES: FIGURE.9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT :'C•'• 4- -• ___Do ___ I _ •_ _ (FIGURES 5&0) (CPAU)SHALL CONFORM TC AS'Itrt C•90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.[5. % • 'MUST BE USED-- --ALUMINUM SHALL.8E 60avm ANO.BE A MINIMUM OF,125"THICK.STEEL S-UDS_TO BEA MINIMUM GRADE 33 AND.045'THICK(18 2•X 4'X 21'1.1ULLION '',s/ONAL E ��"• IN PAIRS. GAUGD).STRUCTURAL STEEL TO BE AT LEAST.125'1 HIGK AND ADO.ALL ArlCHOPo INTO h1E7AL SHALT:EXTEND AT LEAST 3 SCRGW - --- - ------- - /THREADS BEYOND THE MATERNL.rT10&H72 ANCHORS INTO WOODAIAY BE STEEL,79•B S.S.OR 410 S.S. A.L1I�1N MILD P.E. • - FL P.•_-#58705 TABLE 13A Mullion Capacity Table Ibaffe OponlnB Width(for wrCcally-sponnirt0 nlUlions)or Opening Haight(for)primft*stpartbrg molllorn) h 6 y SO In 6[In 701n !a N 001n t001n Ian in 1 1101n 1001. N` u Aeclanpular TlapRd.ng. R.cL3ngA•Iar TmpfTrbnp, Rc.lo.prNr T/bprrlarg. RecLvrlUul.r TmpRnnn,7." Raclen9ulu Tr-Fm'w19.i ReeL7n0ular 77oµrnan0. RxtangAar T}nplTdanp. Redenpiar Ttn7J1dmry7. Reclbn6vler Trapfplv0. 7 U 2 x 6 x•26 kasnp hc.dnp L.adNp Ldbdmp Loading laadrp LcadnO Lm1dm9 Loading Loadng Landing Loadhp Lml g Loading Laadlnp Lnndhp Ldodnp laedryp 9 Alum Tuba = E > Mullion � �R g F s QF t� F U LL 421n 17g0 820 170.0 439 17C.0 T41 1T0.0 /78_ 1JOX 868 170.9 506 170,0 632 170.0 510 170.0 1116 170.0 $21 170.0 1240 1T00 521 17D.0 1488 170.0 521 170.0 1735 170.9 521 R0.0 1983 170.0 a21 m _ 48In 170.0 70B 170.0 $24 170.0 eSO 170.0 564 17O.Q 602. 170.0 E30 170.0 1133 !/0.0 Bet 170.0 1275 170.0 OTT (170.0 1117 170.0 Et0 IMO 1700 170.0 MO 170.0 1F83 170.0 Mo:170a 2297 170.0 080 u( ""fj Cf) C 50.625In 170.D 747 170.0 EBJ 170,0 898 170.0 631 1700 f018 /10,0 684 '170.0 1180 77D.0 J23 fID,O 1345 170.D1 747 nP.g tIB4 170,0 756 f/U.0 170.7 170.0 iS8 170.0 2C82 17Q.0 75E 170,0 2J91 170.0 756 N 2 jx 611n 1T0,0 7B7 170.0 812 1T3.D 866 170.0#170.0 1118 I70.0 754 170A 1275 17J.0 e03 170.0 1434 1T0.0 B9 170.0 1094 ti11,0 858 170.0 1913 170A Mf 170.0�2291 170.0 88: 170.0 2SSC 1JO.P Bet W O O 50 h1 170.0 685 170,0 701 170.0 1063 170.01210 170.0 87S 1TOA 1411 170.0 NI 1T0,3 1584 170.0 8B6 170,0 1771 1TD.0 103] 170.0 2125 170.0 f007 170.0 2479 1J0.0 106] I70.0 2633 1T0.0 1063 En W631n 170A 0]0 170.p 745 170.0 1f18 170.0 13D2 170.0 010 170.0 1486 173.0 1015 1Tq] 1873 170.0 1D%0 170.0 1859 170,0 1122 170.0 2371 ITOA tfe9 170.0 260J 170.0 1171 170.0 2078 470A 1177 z 651n 1T00 974 1T0,0� 709 170.0 1189 170.01J84 1700IDOZ 170.0 1550 170.0 ICOS 170.0 1753 170.0 1155 170.0 1040 1TD.0 1210 VOID 2339 170.0 1275 1720 2727 170.0 12fl6 170.0 3117 1700 1280 L3g72 in 170.9 106] 170.0 875 770.0 1275 1700 1498 170,0 1126 1T0.0 1700 170.0 1218 170.0 1913 "..a 1J16 1700 2125 170.0 1387 170.0 2550 170.0 tldtl 170.0 2975 170,0 1528 170.0 34C0 170.0 1530 W Vp Fi 6V 70In 170A 1122 17g0 937 170.D 1]40 172111570.0 15J0 170,0 1209 170.0 1704 170.0 1]22 170.0 2019 170.D t421 110,0 2213 170.0 1905 170,C 2892 170.0 1020 170.0 31ap 1T0.0 1584 170.0 7568 110.0 1705 a DW- i5 �Z .0 791n 1T0.0 1151 17D.0 967 1J0.0 !381 !170.0 110,0 1e1t 170.0 1250 170.0 t042 170.0 1789 17D,0 2072 170,0 U74 170,0 2302 170.0 1661 479.0 2767 170.0 1700 170,0 7223 170,0 1711 170.0 38l3 1700 1788 ¢8ato f7aa 1720 170.2it" 1713.0 1594 170.0 18SO 1T" 1493 170.0 Z12f 11C.0 ISO 17aQ 2301 IT0.0 1797 t70,0 26-W 1702 face 1M.0 318E 170.0 2126 I56,0 3dU 1J0,0 2273 138.E 3{17 170.0 23Gt I21.. 5a03VDON170A iC7 170,D 1232 170.0 1730 170.0 1053 170.0 1822 170.0 2267 170.0 1704W121-2 na 1652 170.0 i533 170.0 2065 1f0.0 ]1B9 170.0 27J8 137.1 3196 100.e 2470 120.0 3160 156,1 2428 a ' �',I p O 1081n 170.0 1fi0{ 1J00 1490 170.0 19'0 170.0 2231 110.0 1870 170.0 2550 170,0 20Te70.0 2271 Id9.3 2751 01,9 2333 1238 281 1{0.4 22e1 105.9 2781 125.E 2M4 I 2181 IWO 2183illIn 1M0 t638 f7C.0 1151 1700 1D30 f70.J 2277 f70.0 1872 170.0 2871 170.0 2f492.3 2245 1J6.8 2672 1M.{ _,a /1J.0 28J2 t20A 21C8 a%.e 2832 I19,1 2126 85.I 2077 f09.2 209D X Y120N 170.0 1170.0 1fiB61170.0 2775 151.4 932 150.9 1531 175.1 2252 1d1.4 186{ 72 tA3G 'Oa.1 2L`2 116.1 IBIS 901 22.2 86.8 16T2 772 2]5) 88081A 1808 �•,564 126e 1445 fa4.3 1964 59.4 ISM 81.5 1431 782 1SE4 80.7 1380 2.3 137J 529 158E 63.7 W5tl 521 1564 55.0 13±0 44.i 15d4 40.2 1705 39.1 1554 444 1283 U ¢ N Q Q Z <n TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA- a _X.$ �'�'0 An her Ca aci Table Ibs MICHOR CAP, ` u 7sp; h 10 fiUDfUaIO: 2.19C mmla 3.9A Can.. MCA-CPU _ Ffled CPU PT WOW MeW _ (DP )X( /-ANCHOR GIP.,•, 5firPe. -+ 114'SBEk.51t6'Ele. 1/4_Ssm- •1051ee1 g125lsel b126fe+1 A"ULLIONCAP.,,:.,,., Anchor Type: 0/1A^F.Ico Uumnw 1l4"Emo Nbocan 1116'EWO Ulvwn 1f4'Etc.Mr.," OA 1 USE THIS FORMULA TO OBTAIN TI IG°ANCHOR Anchor Clip patlOms UI'm.cn AppreOaWr Unrecon A 1e4'mbr Anrrw(n6 8emry(GS) Bcr.w(G5; PRODUCT ROmP yyCn WHb the Forida Edp.G6lanac tln): 1' s17r_ v 2-1f2' 2•116. 1. 2.1re• 1` 24r.• 2• 3.1.71' 2' 0.48• D.ed' 0324- CAPACITY REQUIRED'CORRESPONDING TO AN Ds CORIft1f;e Emeetlmcnl(InC t-S/d" 1-1/•1'ry _1.7fd' I.714^ 2' 1•f14' 1.1l4' 1.714" t•vP t Ufa•• 1•vb• -` Y'� -1a/8' b3!e• t.d.e ACTUAL PRF,SSURE REOUIREMENT FOR THE NOA-No, 17-0630.01 2 Mob-04,76' mLLO.C,/9Untlsk or Chet Clip lFlg bb2T. 290It. 3BOIas 4701na B901Cs 1E44 •27010.n 210 Ibe 2..11Ca 740 b1 2141M11w 60Ibs 94615a 3112La _4.121W SPO;m OPENING,WHEN IT IS LOWER THAN THE MUIL.I.. Expiration Data_0 512612021 4 Anct.m g 4.6L^Min.D.C.1 Standrud(.r Ortsa:)Clip(frig.O): 700(as 790Ibs 400Ibe R8010s 32321Ua G70Ib1 sD1i 16e_ 7D8Its 14M It 74a lba f471 ba 18621C1 Oa21ba 6a5 Abe 1120Ibs CAPAC17Y(FROM'fHE'pABLE)OF THE SELECTED e Mctm Q31.7T'MIn.O,C./Standard(nr00ssq Cly(FIp,4): 51801Lx L70171bs 1 1010 fibs 75051ba N/A _NfA _ A4G@9 NIA tP85 it. NIA NIA (VA 73U3It- TyNIb9 22401bs MULLION.IT WILL YIELU A,MINIMUM ANCHOR By _ 4 ArYhore¢T Mr.O.C.I(2)2s5 More CrDs l o,54 7801bn 780Ind 6521b1 15601b. t6Ue Ibs' StU Ibe '-SdG IDs NfA_ 7601Ca 7481Ci BP.a It. 18971Le 0021Es 694Ibs 11201ta CAPACITY WHICH MAY 8E USED TO QUALIFY Mlam a o P duct -anise ` _ OAnchcm 123'A}ln.O.C.!(2)2".S Mpb Gpe/(Flp,B). 130L'!ba 7500 tDa IYiO Iha a)?n cal 379s Im it00lbs 11291es NIA 152C[I. 1zems 176DWa 3784!t I:1B31Da 177C lb- 224D)La ADDITIONAL ANCHOR OPTIONS FROM THE 11 Ancn.n 1.5•Ann O.C.I(Z)a5 Anp'•G W I(F"P•7). 165C Ibe 27C0Ibe 14401aa 37e0 ibc WA WA 132U Qe NIA 15GC Ibs NrA NrA WA 2M91be 28511h1 33C0 It. ApIGHOR CAPACITY TABLE. 4 Aroawe 0P 1.34'Mm,O.C./U•CPp,tnto,f25•Aym.fFlO e) WA' WA NIA WA NIA WA WA WA I7rA WA ILA NIA NIA NIA 14301Ee M.-Me pP 0.64•Mm.O.C.I U-Ulp.In1.,128'Alum.(Fig.B): WA N/A WA WA NIA NtA NIA h•/A NIA NIA WA _ WA WA M1M 20G1 1De 1-••2060"-^l 2 Ambers 04.66'MN.D.0 I F CIO trip t0): 3901ba 3901ba 4:4)101�BEOIba i9161os 2701be 2801ae 374 In. 7740 W1 3741b1 8361a1 946Ib4 3//1aa 4di IN S60 Qs 4 Anclers „1.T7•thn.O,Cl F CIID fFtD,111. 9E0 aw 700 We SJS ICe i25B Ib1 NIA WA d101bs NIA 'M It, WA NIA NIA 88216E 6851`a NOTE:FOR THE OFFSET CLIP,L.I.SF,THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, TABL-NOTES: 200' FIGURE t: FIGURE 2: FIGURE 3: FIC.IIRF 4: FIGURES: FIGURES,FIGURE 10: FIGURE 11: ♦ • • • • ♦ • • • 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE.TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL IN$TALLAT ON METHODS. 1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSluNCiOR OPFNING WIDTHS IS ALLOWABLE, `� as 97 ,`; • • • G.000" LICENSe•'•�� • • • • •e • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS ` � 9 • 21.23. HOLES TO RP DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON Tyr; WO.58705 FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21.23,FIGURES SHOW SUGGESTEO,APPROXIMATE HOLE LOCATIONS ANGLE ^-9•:�T�i, _ • • ' ' • ' • CLIP 4)SURSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED v t� (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL DL:PRESSURE-TREATED =•�O 6• • • • ' • b-7) YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.12fi' ��MUSTBE i '•,tORIDA.••'•• • • • • -• - •- - --� _-•--USED IN - - .THICK_STEEL STUDS TO BEA MINIMUM GRADE 33AND,045'T_HICK(18GAUGE).STRUCTURAL STEEL TO q/0 '*. ••-•• �r�G`�� PAIp3 BEAT LEAST,125"THICK.AND A36,ALL ANCHORS-INTO META(.SHALL EXTEND AT LPAST 3$CREW - - -- - - - -- / ' ' THREADS BEYOND'I'1-E MATERIAL.410&#12 ANCHORS INTO WOOD MAY BE STEEL,10.0 S.B.On 410 S.S. F�X e'X,75' A,tNNrI;M�l4u�k,'P.t. - - MULuoN FL P.E.#58705 TABLE 14AI Mulllon Capacity Table IthaN01 - g s Opening Width{f0;wr8c'41t,1•sppnnirp mtFllona)or Openlnfl Height(far tlodmntery•eportr7iry IntMonS) ��s SO In 60In Tom 90In BO In 10D In 179 In 140 N MO., R owgular •na nyv Ra41:N:dar Tm,Yhlarp, Re4 v'w Tma 704rx,1 Reclna0,dar lnp?4ang Reutaiyular lrpp7a4np. RKmryul5r Tml+'rn+rg. kwtnryutar ha??rlerg. Reitar.0id4r lraprtrlan, Rec14n8ol4r TnpT4ary. 4-• 1.2E"a2.11" Lo4Wna La:whg Loadug LcaSrg 1Aw15g Loading La0dir8 LeadNO Ia:Hiy, Icarhrq Lc4d179 L.ftfl Laeduy L."ding Loacln9 Loadlro Loa•'In9 L..4 C E W ..128"Alum Tube Mull � tTT' � r3 �' t% _ 1 6 as � • 421 INIIIIJI. 11 111 iI I �I 0In 1442 574 167.0J41 .2 526 149.8 418 103.0 $20 1389 414 90.1 526 134.5 d11 60.1 5^e8 13g1 d11 7].1 62A 137.1�all 6C' 526 134.1 411 01.5 $26 134.1 411 45.1 5'25 134.1 411 N 46N 90.6 407 108.0 ,5 pG7 94.7 325 050 403 e6.a 3.^0 a0.4 d07 61.4 717 5]7 403 79.1 116 4d3 403 78.0 '414 aCa 4C3 7tl.0 3'14 34,4 473 70.6 7N 30,T 403 7d0 314 K J t7 '60,E25In 11.1 ala 91.0e 362 78,3 254 508 7B2 71.9 289 51.5 362, 67.2 288 45,7 3G] y,a 294 41.2 3A4 636 203 34.3 0F2 63.5 233 35.4 W2 636 283 25.'7 -V2 615 ]83 u7 'd E 54N 07.8 318 74,1 .7 318 94,2 Ztll 49.6 370 57.7 260 42.4 1310 63.5 263 37.7 302 60.8 25c 3l8 318 405 249 7E.3 310 49.1 24e '24.2 310 49.1 T48 2t2 316 40.1 2dB L7 W O n ' Bt1N 4B.6 768 63,12 ZSA 45.7'ZId 3s.3 268 ea.? 210 30.9 7m 37.2 207 F27. 258 34.8 204 247 250 334 203 218 258 32.2 271 11.7 26a 322 20t 13.5 258 322 201 E 00_ _ a U 1O (7 C3N 121 234 416 100 356 ]34 3B1 185 3a5 234 34.7 192 20.7 234 31.6 189 234 29.4�17 ?14 734 2tl.0 104 115 ]34 26.6 183 15.3 2345 168 13,4 234 �,5 107 Wfi61n 37.] 213 384 f53 3L0 217 01i 179 213.5 213 299 VC 232 273 27.0 173 213 26.1 100 213 237 1W 155 213 ]22 t67 13.3 21J 720 16b 11.0 243 ]].a 100 ? � Q. Q.q 67B2a6 t67 Z74 176 22.5 149 1T.8 1T9 ]C.3 147 179 1d7 - 46 -1 -• to 76N 24.3 iP,t 26.4 140 20.3 161 21.0 iD7 17.4 161 10.0 135 15.2 161 170 Um 6 7a In 22.5 152 22.5 133 1A3 1S2 168 131^-ia1 152 17.5 1 Z7fl Q Y raeLE 14e ANCHOR CAPACITYADJUSTMENTFORMAnchorCao.cltvTable be UTA: . QQ z ' ANCHOR CAP,,,.,,„, t7 F- X t0 tp 9ul4lmte. 2iTCmtR4C 354rCcrc _ _ H_"O"CNU _ FlII�CNU aTlv4od DtM51 (01?„)X aANCHORCAP.,,,, a v� O`O 5rt6•Ec0 tm se F.ItS fil1E'Cite 114"5S Eco a0 9r n1R FitCl a•I2 Slal MULLION CAP,,,,,,,,,,, { .-,}{ Arcnv 7y 31W Eko U1.0n 114'FJtO Ltlacai 9r1C Etto Ullmtan 1/4"Fkn Ultmctr OfJ CV AncharClip Patfems Uhmm ABBS'31lvt u6='-n Ap,d'3Wr Beira Icy)sere•,M5) St 1G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR N E0T bl]VJCC In) 1' T-1Pl' 1' 2.1G' 311E' -_-1' 2-14' 1" ]•12' 2• 2-7r8• ___7-' O d2 0°.1• a 32.f' CAPACITY REQUIRED"CORRESPONDING TO AN EmUrfnml{In) tav 1yl- 1a.'4• i-ys^ z' 1dn- 1•P4• t•v4•• 1•vr 1-u4• 1wa' -2 - 1•ya• 1:4a• 1a94s ACTUAI.PRESSURE REQUIREMENT FOR THE �a N 42vi:lriWix`4.nr aC/ )2r5Art;k Oips 7lFi 1) 7eolos 780 ma seale4 1fiTi lOs 1B961m nao lt>+ �Dros R7A 71A 154 749lto e�olb3 �sB2 ib g4215s nr;v lye t43c IM OPENING,WHEN IT IS LOWER THAN THE MULLION t:• CAPACITY(FROM THE T'ASI_E)OF THE SELF,CTED F ge z yin O V7 M}UlLION.I7 WILL YIELD A MINIAtUhl ANCHOR 6 _g CAPACITY WHICH MAY BE USED TO QUALIFY o o ' ADDITIONAL ANCHOR OPTIONS FRONT THE i ANCHOR CAPACITY TABLE. PRODUCT REVISED o.eom 1 in with the Florida 13ullding Cod. NOA-No. 17.0630.01 I Expiration Date 0512612021 TABLE NOTES: By MIam- o o ro uct-Contro 1)SEF SIIEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LQADING. SEE SHEETS 2-c FOR GENERAL INSTALLATION METHODS. �•--1R86"-� FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTI IS AND/OR OPENING WIDTHS IS ALLOWADLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR FFXACT DIMENSIONS,SEE SHEETS 21-23. 0 ® HOLES TO BE DRILLED IN THE F,ELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURCS SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 2.116 ANGLE CLIP MUST BE USED IN PAIRS. -.125' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED , CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-93,WOOD SHALL RE PRESS URE-1REAI ED t `v++aO�A*Y M'�rN�^'�;.. YELLOW SOUTHERN aINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" ' �` '� '' 1,1CFh'SF••�(( � THICK.STEEL 5TUD51.O BE A MI7JIMUM GRADE 33 ANU.045°THICK(18 GAUGF-).STRUCTURAL STEEL TORE AT 1 20•X.2.11'X,125-MULLION � �' LEAST.125'THICK AND A56,ALL ANCHORS INTO ME SHA:I.EXTEND LEAST 3 SCREW iHREAD5 8EYONO (INTEGRAL FIN MULLION) �* ! No.6B705 THE MATERIAL.B10 8 912 ANCHORS INTO WOOL)MAY BE STEEL,18-8 S.S.OR 410 S.S. •: �oNAL EN+ -- - - - A.L W 11.1�R,P.E. •- FL P,EA 58705 Mullion Capacity Tablo lbsNt7 i•y Opoplpg Width(for wdlraly9panringimNons)orOponing Haight(for tcrizonla@j•Bparrl VM1,1110M) �Ge 50 in 60 N 701n B0 N 901n 100 N Min 1401n 1601n Recrmtgular -Tiong� -1ieC.ang198r Trap701arg. Reclongulu TraFlTdanA. R.a roulor 7mpiid g. peclangular 'mpT6ang. Redargular Trnp'7nnng. Reclmgtla• ftPITrima. 74cotaneuor TmpTAenB. R.Iinlgular 7YnFRden& s m 3.25"30 Laadng Lowing Leasing Loadna L*aAng LOaElmj loafing Lladitul Lalding Loafing Loedn9 Loading laadng Loafing LoednB LvadnO :aading LCadng 2 �• J DEG.AL g s r r_ r r r BAY MULL k v R^ &^ 8 k^g g� Q R § N 9 L � �� 3 �� 6 �G N 3 E � ^ s S^ �11>� r 42In 170.a 77, 170.0 435 170.0 744 Ii0.0 478 170.0 960 170,0 VA 170.0 BP2 170.0 Sig 170.0 Ilia 1700 Ql 170.0 1240 1T0.0 521 17C.0 Y88 170.0 521 170.0 1735 170.3 521 140,1 1740 110.0 521 W -1 (n AS In 170.0 700 170.9 $24 1)0.0 B60 770,0 r 5&1 170.0 592 I70.0 630 1T0.0 1133 t70.0 681 177.0 1275 170.0 077 170.0 1417 170.0 680 152.2 7622 170.0 690 130.5 1E22 tTa,O 680 11{.2 1522 1700 180 N 50.625In 170.0 747 '70,0 8a3 170.0 898 1M.0 t131 1700 10/6 170.0 6B4 170.0 1155 1100 723 1700 1345 1T0.0 741 164.2 1443 170A 750 136.9 1423 170.0 759 117.3 1443 170.0 756 1020 1441 170.0 765 U W O❑ _._.-__ _-. 2"..1.- 00to N 54 In 1T0.0 797 170.0 612 170.0 956 170.0 OB1 170.0 1116 170.0 Ma 170.0 1279 1700 tl[] 160.4 1353 170.0 837 144.1 IJ9] 170.0 856 !120.7 1757 170.0 B61 103.1 1353 177.0 8B1 80.2 1753 170,0 861 = LU a0N' 170.0 8E3 170.0 701 17D.0 1063 170.0 797 167.0 1213 170.0 57a 140.1 1210 179.0 BM 129.9 121g 159.6 936 11G.9 I218 151.1 92{ B7,4 1218 U0,1 913 63.5 1218 1•6.t 913 73.1 1218 i4e.1 013 :t F- 2 ea 1n 170.0 Bag 1TOA 7{5 170.0 111E 170.0 a50 160.2 1160 iG8.6 83J 1]I.4 1180 163,0 B14 118.8 1150 141.9 698 105.1 150 17/2 805 87.0 1150 126.7 971 75.1 1150 128.2 670 65.7 1160 120,2 87D lL c 2 6BN 170,0 87/ 170.0 70B 152A 1W8 185.8^B81 130,0 1W9 146.g 8A4 1143 f048 133.1 550 101.E 1010 f2D.4 0]9 81.4 1W8 I10.B 830 76.2 1048 109,4 $21 05.3 Iola 1082 A1A 071 1W0 1002 aid z �Y •g 5U S n11 U0.6 BBO 147.8 754 117.4 880 1..0 146 100.8 680 110,8 T]4 86.0 080 100.0 722 70.2 883 82.0 712 70A B!0 602 703 58.7 860 792 603 50.3 180 70.5 600 44.0 Sao 76.4 aaa m _ �`0 s 761n 110.7 79n 12.5.1 690 99.8 790 108.4 076 65.5 790 W,7 563 74,a 700 63.9 652 55,5 790 75.9 W3 519 790 71.7 835 45.0 790 65.1 024 42.5 790 62.1 619 37.4 790 61.5 017 � Q a R 78N 1f0.6 750 115.E Bii 82.J 760 88.1 044 79.1 750 E9.9 0.12 69.2 79D 77.1 621 81.5 75D 70.0 812 55.{ 750 64.7 605 48.2 760 58.4 594 73.6 750 5a2 58e 74.6 750 65.5 685 ` QI ... ..� _..- `so In 72.1 963 T4.4 500 E0.1 LP3 629 {91 61.5 50.1 54.8 463� 48.1 6e1 48.g 476' /0,1 5p MA 160 36.1 6G3 40.8 462 JOA� 507 38.2 452 26.8 603 33.3 MS 22.6 a8J- J1.e W in 59.4 193 81.1 443 4i.5 197 51.6 475 42.4 4B6 ;b.a 427 37.1 485 J0,9 421 73,D 4a5 3q.1 416 29.7 /PS 33,2 409 T4.e <98 29.1 400 21.7 495 26.E J94 18.6 495 25.0 IO91n 41.7 391 A2.0 J9] ]1.8 301 35.0 249 29.8 391 31.1 3/2 26 1 ]DI 27A 337 2J$ 395 2/.6 7]3 20,9 391 22,6 328 17,4 391 1P.7 J21 W.9 391 17.A 1111n 38.4 770 39.2 131 ]2A 171 "1 VA 211 370 28.0 325 24,0 270 T6.3 370 T1.4 ]Tm 22B 116 10,2 370 20.0 312 160 370 16.1 305 Y 120N 30.4 317 30.B iBP k 25.3 317 26.0 2W 21.i ]f7 22.5 280 19.0 317 iB.9 776 15.8 317 179 773 - L..7 O Q O zcc (L O 14{N 17.6 7'.0 17.8 203 E mo o TAHLE158 ..-._..�_ ANCHOR_CAPACITY ADJUSTMENT FORMULA: 0 Of Cf "• - uAncharCa ticl TahID Iba ANCHOR CAP,,,..,,,, suM,imlo:F&IT 2.7?Cnrrralo 35kGo". Hollow AU FAWCMU PTWOod M,lai (DPr)X( I=ANCHOR CAP.,,. PRODUCT REVISED 7J1o'Elco 114.93 Em9 wirlilcb iN'BSEIoo '11c5WA a1261na1 812 S1ad MULLION CAP.,.,.,nu ae eom 1 in with tho Florida Anchor Clip Patterns Autnr Ty" o Uivaem 311C Eko Uhrbcon IN•Ebo NUnevl P y ggtnva:on m Ullmcon ar9mGmm screw(ast 9cma Io5) sersw Ic51 USE THIS FORAIJLA TO OBTAIN THE"ANCHOR ealldIngr1d02 ]•gB• t• 7.t2• 1• 2.1/T 7• 34!B• Y 0.48' 054" 0.324' CAPACITY REQUIRED'CORRESPONDINCTO AN NOA-No. 17.0830.01 EmbaBmatl(Nk 1�4'4" 1-94" 17/4 1•Il4' tdN` t-114• 1�1I4" idr4' 1.174' •2" 1.3/6^ 1.3r8• adea A T A_PRE REQUIREMENT 2 4han®V Min,0.0 112011An,e sips I(110 1r 39D La 3eoro• 43DIbr BPORa 17CO fts 27.ins 28015a 3541ba 7a2IN 3741De 120101 P481a9 341 ba 4420n 6W Ws OPENING,WHEN IT IS LOWER THAN THE.MULLION Expiration DatoO5128/2021 4 An-.hms 0g].S hlln C.0 7 R)95 AM'a Ceps l("T): 780Inc T6P 16¢ TOOIbs 1810 ins YS7.5 Ds SI0164 5io ice N!A ilzo n3_ -74e lba_ eaD ins tgP7 nv BA2 mr. ass l6. 1t20 ins CAPACITY(FROM THE TABLE)OF THE SELECTED DY B Anc',or9 yT723 b C.C.11312 S Ancla 0111!Fla 37 112M., 11291ua 030 N• OnI, 22L41bs WA 510'nr. N/A •0!9'ILb I N/A 73--- N14 10321tu 1317 Na 163016a MULLION.IT WILL YIELD A MINIMUM ANCHOR "ini-b de ro uCt COntr01 CAPACITY WHICH MAY BE USED TO QUALIFY _ ADDITIONAL ANCHOH CP I IONS FROM THE ANCHOR CAPACITY TABLE, FIGURE 1: TABLE NOTES: INSTRUCTIONS1)SEE SHEET I FOR METHODS. AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION ME HDS, VY FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS AU QWABLE. ...tllll/1/12.T- 3)Ml1LLION AVO MULLION CLIPS SHOWN ARL-NO'f'f0 SCALE.FOR DWCT OIMF.NSIONS,SEE SHEETS 21.23. ��o. ..••.•.N21�aJ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. a�.•' GICENSF /FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.4)SUBSTRATES:CCNCRF.�E SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUP-FILLED 50' y};' No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE•TREATED -••YELLOW SOUTHEHN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRACE 33 AP10A4b"THICK(1d GAUGE).STRUCTURAL STEEL TO BE AT 30• �O 37ATL•LEAST.12b'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MUL _ 'n F '•�� TI IE MATERIAL.910&#12 ANCHORS INTO WOOD MAYBE STEEL,18-6 S.S.OR 410 S.S. %l�s ORION ANGLE CLIP(FIGURES-1;3)MUST BE USED IN PAIRS - - - ---- - - ---- --------- - -- -- -_- - A_�� -- - - 'LYIISNII�IILLER,P.E FL P.E.0 58705 TABLE 10A --- --.---- _ _ ^ Mullion Capacity Table IbeMa n Opening Width(fa•vaftaly-spanning mtMons)a poning Haight(t°r harzortall,sparrilng mttllons) 50 in 60 In To In 80 In polo 1001n 1201n idO In 15010 Recten9ulw TI14YTdaq. Raalangdar Trap+TOWQ. Redanirdar TeardTdang, RocUn9'dvr TPOTmnp. Rarnlnalirc Traprilang. RaienpWer 7m{dl0nnp. Rartanpurc TroplTnarp. P,eatarpular TrepRdenp. 6aengt48r Traprn+vnp. 3J!6"46 Lc°d'nB Laadn9 LmmBnp l0edrp Loatfmp Lwdnp Laednp Lb4Jm9 LOadhg Loading Lmdng Lombtj Lnaqub_-__,L-Ing Laadin9 Lmd@tp LasdnP U drg SY u DEG.AL z r a p g r x J r- F r •z 7c r r r 2r r 2r p r �1 a a o r ^ 1L BAYMULL i �^ p ° ffi n g a & I ga R^ R hA _ W 42 In 170.o 620 170.0 435 170.0 744 170.0 478 170.0 B88 170.0 509 170.0 get 170.0 519 170.0 1116 170A 521 170.0 124D 170.E 521 170.0 1488 170A E21 170.0 1735 170.0 521 160.3 1371 17a0 521 w J N 48 In t7°.9 102 17D,0 04 17pA BW USA 5B4 t76.0 992 170.0 63D W0.0 1133 170.0 081 1700 1275 110.0 677 170.0 107 113.0 69D 18.1.7 1871 170.0 C80 140.3 1637 170.0 680 IN 1037 17aa pea � j � y 60.625In 110,o T41 IT x a03 11a.0 095 17G.0 e31 I I7oo 101p ima ON 170.0 1 IIG5 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 75C U7,1 1552 170.0 756 126.1 1552 170.0 758 110.4 1352 1T0.0 756 � W o 541n 170.0 70 170.0 412 IVA 956 170.0 Suit 170.0 JIM 170.0 754 170.0 1275 173.0 001 170.0 1434 170.0 837 165.2 1466 170.0 B58 1ZB.3 1455 170.0 Bpi 110.8 f155 170,0 861 07.0 1455 1T0:0 e81 a to0D W 6o In 170a $85 170.0,701 170.0 1063 170.0 797 170.0 1240 170.0 018 151.1 1200 170.0 944 139.7 13DO 170.0 BOO 12b.7 1309 153.E 994 10{,0 1308 157.1 B02 59.6 INS 157.1 082 75.6 12DP 157.1 862 L- Z 631n 170.0 930- 173.0' 745 170.0)Ilia 170.0 560 IOLS 1247 170.0 240 142.5 124T 164.5 983 128.7 1247 152.0 965 111.0 1Z47 144.3 962 91.0 1247 138.2 476 51.4 1247 M.7 935� 11.3 1247 135.7 936 U 2 Lu m 681n 170,0 071 17o..0 709 173.0 1189 1T0.0 903 148.4 1180 103.7 B85 129.9 110) 147.9 945 115.4 1190 136.5 as IC3.9 1190 126.4 014 84.6 1190 119.5 195 74.2 1190 118.1 093 04.9 1190 118.1 893 P. Z J 2{ 8 = U S72 in t81.6 into 169.5 SIT 134.7 tam 1N.G 059 11s.1 1010 127.2 W2 10'.0 tom 1167 878 Ba.e Iola IOSA 817 83.0 iD10 96.9 837 57.3 1010 00.5 79S bTJ'1010 p;.a 760 a0.3 1010 87.7 789 ? R c 7SIn 137.4 BOB 1438 TB2 114.5 ON 122.0 775 98.1 nos Iom 7G7 a5.9 BOB 88,2 749 79.3 NO 00.2 738 18.7 ON 62.3 729 57.3 905 70 710 49.1 MAO 712 713 42.6 906 706 7CS ¢, 0 Y 78 in 727.1 501 132.E TS{ tOS.B 681 i12.5 735 90.6 !81 BB.e 725 78.4 del 8tl.5 717 70.0 861 e1.0 773 83.8 co; 75.4 694 57.a 881 68.1 68f 45.1 9GI e4.3 e75 J8.7 Bpi 677 872 Z Q •2 05 in 82.7 W0 85.4 574 Be.9 540 72.1 GG4 69.1 445 e7.e 8s4 51.7 pop 58.1 $45 4eo 046 30.9 537 4L4 W6 47.0 530 345 Bae 415 619 79.5 WB J82 511 T5.9 C46 36,5 5D? 1111---2 ' m Z N us 1n 602 668 79.1 508' 58.6 See 59,1 409 1a7 509 MA 491 425 5p8 45.8 483 INO 41.4 476 NA $66 31.1 47a 28.4 5Go 32.4 459 24.3 688 30.5 452 21.3 -68 287 I N7 a r) W� b0'O aB'D 47.9 Mg 49.8 4C5 3B.B 440 41,2 390 34.2 N8 35 397 29.8 N9 31.7 301 4/0 29.0 382 23,@ N9 28,t 377 20,0 N9 22.7 308 Il.t I Np 23.{ 3G1 m,o NS iB.P 358 o W V $ 1171n Ia,f 425 45,0 3B5 36.6 425 37.8 3T9 31.5 425 37.8 373� 27.6 425 29.1 367. 425 202 382 221 425 240 3E8 18.4 429 20.Y 350 iS.B 125 10.5 343 - W --2-.ITT 34.9 384 35.5 331 28.1 J01 29A 326 24.9 3W 25.5 321 Z1.8 J11 228 317 364 20.5 J11 17.5 3W 15.1 ao9 Ui O d O O tN In T0.2 253 20.1 237 16.0 253 17.1 2J0 ¢ Jle Z to C0 �O 0 TABLE 10B Anchor Capacity Table Ibe AN_CH_OR CAPACITY ADJUSTMENT FORMULA: U �p1•� ~ ANOHUR CAP,,, nuanlmla 2 Tt ca %tc 3.8k Caro. Hurl-CMU _ cood emu PT Wc°d_ Lk_a1_ (DP,)X - ANCHOR CAP... MULLION CAP——I a PRODUCT REVISED ArrtlnrT pe: 3115'FJo°ul-an 1r4•Eko l8trecon 'J10'GI➢o +Jta•Ek°ullncon +lt'Esa Ultracon 174•GS Ek9 5116'SI°u 1/4"88 La° nto Steal d129ne1 a;2 Sledp0 eom Iyin with the Florida Anchor Clip Patterns 7 UlUamn ADO°'Oalw ai•.a+can A9ga3, 6ww135)IpcmN lG5) 9:rm.1G6) USE THIS FORMULA TO OBTAIN THE"ANCHOR BUIIdInB Codi - 3• � 1• 2 _ UIRED'CORRESRONDING TO AN NOA-No. 17.0630.01Ed0a O3en°n N •v2 0 F.mbeatmml Ml. 1-314• 1]l4' 14'4• 1-3/a• 2' 1.114- 1.114' 1-114, 1t-t:d• I.114' bile° ?' 1-✓8' 1-71N Same ACTUAL PRESSURE REQUIREMENT FOR THE 2 nD�or`s Qg 5'Min O.C.+12)2r1Anp9t CAIpa/1F44.1)' 34A Ibi JBa Ibe 45)Ips--•OBO la4 1700 s 27o ba 280 iba 3ra I5cy 7401m 374.pa t101bv B40ihr 31t lna Nzle. 3eo lbo OPENING,WHEN IT IS LOWER THAN 1 HE MULLION Expiration Cate 0 512 6/2 0 2 1 4 A 0-&3.5•all,O.C.1(212a5 Anub CBpa I4FIp.27 700 ma 78o Na 787IDr 10:01be 2625 on s48 con sea iba RIA 11•ea laa 7481ba EBo Ina 1sG21be e9z k s9s IM tun we CAPACITY(FROM 1hIE TABLE)OF 1HE SELECTED --r^ 8 Arohoq 271'Min.O.0 I(1)'lrS Anyo Clips/IFiq.J): 113014a 112D Ibe �8911 io. 2246Ibr 22E4 an F.-'A 8(0 U WA 10'9 ita NIA 132a lb- IdA 10221Da 131T U�: icon Im MULLION.IT WILL YIELD A MINIMUM ANCHOR BY CAPACITY WHICI I MAY BE USED TO QUALIFY Mlamll--Ca rodue Contra ADOITIDNAL ANCHOR OPTIONS FROM T!E ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SPIFFY 25 FOR INFORMATION ON LOADING. SFE SHEDS 2.4 FOR GENERAL INSTALLATION METHODS. F IOURE 2: 2)LINEAR INTERPOIATION BETWEEN MULL LENGTHS ANOiOR OPENING WID-HS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT 0 MENSIONS,SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 3HEET5 21.23. .125"• 45" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL C014FORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.2 0' No.50705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ! -*',•• >E e YELLOW SOUTHERN PINE WITH AN SG OF 0.85.ALUMINUM SI IAI.L BE W6345 AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BL'A MINIMUM GRADE 33 AFD,045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45°BAY / ',p LEAST.125°THIC{AND A36.ALL ANCHORS INTO METAL SHALL EXTEND A'I'LEAST 3 SORE THREADS BEYOND MULLION / J`/ O 6TATE F �� THE MATERIAL.910 S W 2 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1 %��s'•.jP<ORIDP.••' --ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS, - -- -- - - _ _ _ __. __ _ __ A `SOON ..�N .1LYNd 14LER,P.E. FL P.E.#50706 09. 1.0110" 1.000" r•-- II - -•.12s• x .120' ( !r I.125' .125" 2.710" 2.750" 125" 3.125• --.125" 3.188' - .125' LO 2.000" 2,000" 2.116" N s� D U -.125' I .. .85U• I 1 .125" z N i I L .375" - 375" L , .500" L _ u O LU VX 2'X126•MULLION 1"X7X.375"MIULLION VX2.75"X,376'MJI.LION VX2,75"X.650"MULLION 1"X 3.125'X.5'MULLION 1.25"X 3,1108"X.265"MULLION 1.26`X 2.11'X.126"MULLION y O y 6083-TO ALUM. 6063-T6 ALUM. 606346 A_UM, 605346 ALUM. 6003•T6 ALUM. 0003-T6 ALUM, 6063-16 A_UM, tr Q X•SECTION X-SECTION X-SECTION X•SECTION X•SECTION X-SEOTION X•SEOTION 3; LU co $ W 125' 0 c U z Z 1 TABLE A z LU LU G I 2.000' STANDARD II 2126 2X5 ANO_E CLIP _ uJ :E ¢� v U fi003-TO ALUM, 008 TO ALUM' Dimension Value(In) For Mullion: O Q •SF[1T: N 2.00" X•SECTICN 1 & A A .625 ZX U-0VP 6063•T6 ALUM.. I 125' B 2.654 1'X 2'X.125" n ¢ U r .125" -� X-SECTION L Aluminum z c p1, pl L I C 0.898 Tube Mullion Q e Z D uo o 0.740 .740"�- 8 2.404 1"X2"X.375' o W O -5 50C' Aluminum cD It -I cxi7 CO - -� r,I1T HFRF TO .376" _. - C 0.635 U � > >" -s.600• Tuba Mullion 376" -3.12b" '1 _CREATE F•CLIP.SEE r�MIN. �• .376•MIN. D 0.490 a$2 Z�� O MIN. �•DETAIL F.SHEET L _� _ In - .338"MIN. A 1.875 1"x275inu O @ n .0 I'A) A I I J-CLIP � n• ti-._.. -., ... _� .375 Aluminum a Y �� l ____J i.._______� •y �• J - 60TOP ALUM. f `r- -- '---------'' 7%SA16ALU IP C 0.757 Tube Mullion PRODUCT REVISED 77 TOPVIEW /; 0083-T6 ALUM. f) 1.11g an complyyingg with the Florida LIE-/ '- i �- '"'1 TOPVIEVI Building Codc 5TMJDARD CLIP CENTER OF ANCHOR HOLE MUST LIE VJI THIN 1 HE A 1.312 V X 2.75"X NOA-No. 17-0630.01 0063•TO ALUM. ! DASHED BUUNUARY.SEE SHEETS 6.10 FOR THE /CENTER OF ANCHOR HOLE MUST LIF. TOPVIEVJ / CENTER OF ANCHOR ANCI IOR 0 C.DISTANCE 61AXIMJM ANCHOR B 3.000 .660, Expiration Dale 06/26/2021 l-WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOI,F DIAMETER:ANCHOR DIAMETER+V16". C �0.47e Aluminum r SHEFS 5.17 FOR THE ANCHOR O.C. __-._VJI7HIH THE DASHED O 0 g36 Tube Mullion BI _ -DISTANCE.M1uYIMUM ANCHOR HOLE DOJNDARY,SEG \DIAMETER:ANCHOR DIAMEI'Eft+1/:8'. SHEETS 5-17 FOR THE A 2.000 Miami d ProdueS Control ANCHOR O C. 'I ABLE B 1'X 3.125"X DISTANCE,MAXIMUM PGT Porto B 2.8,.7 .600"Alum \ ANCHORHOIE Mull Dimension(sheet il) C 0.863 -s,5o0" .376' DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U•Cllp Angle Clip Tuba Mull .375" MN. DIAMETER 1J16•, D 25 1.137 �� \ 1"X 2"X.125'(5) 66605 666113M 6661118M 666243KI 666511M MIN i •-•• A 2.8" - 1.25"X 3.188' 1'X2"X.375"(6) 666006 666114M 6661119M 658244M 666512M B 3.262 x255•Alum j 1"X 2.75"X.3751'(7) 66607 666115M 6661120M 666245M 666513M C 0.862 Tube Mull 1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 665514M D 1'762 `111I /V,V ! CBS 11.26'X2.11"X ,�` pN....YNIYQ.1"X3.125"x.50D (B) 68837M 6681116M 6681114M C�6242M 666515Mv, A 1.813 .121"Alum : '� •''�ICENSF'•��( j i I I 1.25"X3.1813"X.265'(12) 66641M 8661117M 6661113M 666241M 666516M Tube Mull ` -(- J 1.26"X 2.1 V X.125"(18) 69370 NIA NIA NIA 666517M No,58705 C OFFSET CLIP NOTES: - '•"'�'I•/�- 6063.T6 ALUM. �• V C 125° TOPVIEW 1)HOLES TO FIR DRILLED IN THE FIELD FOLLOWING DIM1ENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �O� SAT? E(JH ' �� 2)SEE SHE£T5.5.9,128 18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS Z ANCHOR O.C.DISTANCE. 'i�J rS��" IN �G 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION MIETHODS. A. FL P... 8705 •� 1.000"f-- -'-I 1.000" f-- -I 062 . I .003" .385" 082" T w 4,000° 1 .125'STANDARD CLIP ! cY 4.000" 4.000' 2.625" 2.000° 6C83•TB ALUM. I 2,125' 2.000" 2X5 ANGLE CLIP 4+ -.125" X-SECTION ll•CLIP GC63•TO ALUM. I 1 5063-TO ALUM. X.SFCTION n1 125" X-S .12G"•- .125" , I� +I ECTION .125" 5 U cz ( C614TER OF ANCHOR HOLE MUST LIE WITHIN THE W 125' 1GG"� •�• DASHED BOUNDARY.SEE SHEETS 10.20 FOR THE ,37V' / .375" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR X -'{' -T HOLE DIAAIEI'ER:ANCHOR DIAMETER+1/iG'. LU 0] 3 1"X4'X.125" 1"X4"X.37G' 1'%4'X,310" - 6.500'-•_..___..._...._.._ W MULLION MULLION "T'•MULLION CUT HERETO G,COO"•-- -• 375, j Zp_ ce) 6063•TO ALUM. 0063-TB ALUM. 0003-TO ALUM. -3.12E"----j_CREATE FLLIP,SEE '375 X-SECTION X-SECTION X-SECTION .375" I MIN. MIN. DETAf_F,S I. •1 /!( I - • mrch II 1 .375" - 1 . Z� LNU romnav-1.694"-� ----"" _ENTERO_ r--"'-"-- ----"`"" -" �}� m aU vepav ANCHOR HOLE ..604' muc, MIN.LIE WIT)IIV -.1 on zO THE DASHED i I Q J I I I I I \ I BOUNDARY.SEE 1 I `-• I I I I F) J SHEETS 10.17 I I Z U ¢ 0) 1 ---._ _1 Q 0 Z 2.870" FDIAMETER FOR THE F - rt 7-ANCHOR O.C.100"- 3 qq" 1 I 1 1 I ll DISTANCE. I OMAXIMUM I3,260' 3.250" j I i I 1ANCHOR HOLE i J XII I I IDIAMETER: I I F• J U)"00" w ___� �_______� ANCHOR u__________ _____u UD -1116'. --____ Q Z L10C 624" 2X5 ANGLE CLIP -1.020"I ^i .820"♦• 824' STANDARD CLIP U•CLiP 6063-T6 ALUM. _ - -"'J' /CEN(ER OF ANCHOR I IDLE MU51 LIE 8053•TB ALUM. 6083-T6 ALUM. TCPVIEW '� 1.260 1.250 -•-1 .820" 1-- NTHIN THE DASHED BOUNDARY.SHE TOPVIEY! TOPVIEW PRODUCT REVISED 1.26'X 3.26'X ACO' 125"X 3.25"X.624" 1.29'X 3.94'X.624' SHEETS 10-17 FOR THE ANCHOR D.O. TA©LE C TABLE C,CONT, os complyylapp with the Florida MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mullion: 0116enslon Valuc(Inj For Mullion: as cog Codi 600E-TSALUh1. 6005•ECTION. 80G5-T6ALUM. DIAMETER:ANCHOR DIAMETER+V16'. NOA-No. 17-0630.01 X-SECTION X•SECTION 3,60 1"X4"X F 1.930 1.25 X325" %•SECTION G 1.000 .125" G D,600 X.624' Expiration Date 05/26/2021 5.500"^-^-- ---- H 2.680 Aluminum H 1.438 Aluminum , .•-'- _ 3.469" I 3.000 �be Mullion I 3.250 Tube Mullfan � BY --'•-~�' 2.661.- .375 375' w Mlamf�adi roducl control I .125 � F 3.187 1"X4"X F 2.825 125°X 3.84° .-�� .1251 1.67T MIN. .,.1.317° -� 1 G 0.757 .375" G 1.12E X.624" f H 2.43D Aluminum _ 11 1.500 Aluminum 1 3.000 Tube&"T' 1 3.250 Tube Mullion F_ 2.250 F 2.613 30'Ba Mui .126' I I G 0.750 X.100" F 2.57E 45 Bs Mull .125- -45° 2.260' I I 1 I I I H _1.50D Aluminum 1 30•-t-- I I I I I H j I 9.250 Tubo AfulFon i I I I I 1 TABLED pj `11111 111111/ 3.25E"A5"BAY MULLION 3.250' I I 1 1 30"BAY MULLION 6063-To ALUM. -... _ ... -_..., `� I I I Mull Dimension POT Part w Q /� 800-T ALUM. I X•SECTION / _ (eheel ql Mullion 61d,Clip Offset Clip U-Clip An010 Clip � �� L,10EN@F'•, X•SECTION + 1 i 1"XA'X.125'(10) 69364 866111M 6881122M 60O241M 666518M L (/1 OFFSET CLIP _ 11 .125" 1• `.{J 6063-(O ALUM. 1"X4•X.315'(11) 66610 688112M 6661122M 668242M 668519M �, -*: NO.50706 1 228' '�h'•.981"� ` TOFVIEW 1'X4'X.375"'T(11) E6053 608112M 6061123_M GeS242M 660619M - NOTES: 1.26'X3.25'X.100'(13) 20160120312 06(11127M 6661124M 6662410M 6685116M r )✓°- 1)h.OLF9 TO B LVE DRILLED IN THE FIELD FOLLO NG DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'•X3.25'X.824"(14) 20181120316 M0112EM (3681125M. 8802411M 060311614 ''' �� ST Teo I QA '� F �: 1.25"X3.94-X.624'(15) 20102 6601117M 2691129M 860241M 606517M �i��`s1 GORID�,••'G\�� j 2.)SEE SHEETS 10,11,13.15.19 8 20 FOR SUGGESTED,APPROXIMATE FIOLC LOCATIONS, 30 Degree(18) 68849 WA NrA - WA •8(1851101A cn --------- - - -- --- _ _ -_---45.Degree(20)__ 65680_ NIA_ N/A WA I 6685111M 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ) 1 A.LYNN MILLER,P.E. FL P,E,#58705 j I TABLE E _ In` drys Mull Dimension PGT Part (shoot#) Mullion Std.Cllp U-Clip Anglo Clip I ,`��' .125' __ -•-�r--.125" -.�I--,125" u 36r 2"X4"X.25"(1B) 06602• 666201M 665271M 6665112M 2"X6"X.25"(17) 66604 665262M 666272M 0605113M STANDARD CLIP I U•GUP 2X6ANGLEGUF' 2.000 6063•T6 ALUM. 2.125' 6DE3-T6 ALUM ( 6063-T6 ALUM. o ° %•SECTIOrI X-SECTION y,000"' XSECT!ON LL NOTES: N 1 HOLES TO BE DRILLED IN THE FIELD I.OLLOWINO -'125" 125" •126" 's U i MENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1-- i• Zw 2)SEE SHEETS 10-17 FOR SUGGESTED,APPROXIMATE I �� 1 A00"..•� 1 w -I S HOLE LOCATIONS. "J 3;SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. r1 J U 5.500' w 2 of f3 CUTHERETO f / 0". �� 5.000' .--- � W UU CODJ CREATE F CLIP. ,37 2.000" MIN. FQ c W MIN. E7. MI . I �I Z Z r- - - I_"------- 7 W S Z / I w Sc 0 10 IL EZ { rn n 3.438`COW 3.438" rt' .250" 2"X4'X,25' I MULLION I 3.435" a? ~ Q Z 00 'O 6063-1'S ALUM. I I { I (n Z i X-SECTION I I .375" � U �i n l r I MIN, W OL - Y CI IF /• .L / -.'-__'-!'.....'. 2X5 ANGLE CLIP U 2 4 CENTER OF ANCHOR HOLE MUST LIE F063-TO ALUM. LSEO FOR 2'X A"ML1LlIOM.RHF-r716 / CENTER OF ANCHOR HOLE MIST LIE G003-Tfi ALt1M, $ O- z fA�i U .250" WRI4N THE DASHED BOUNDARY.SEE TOPVIEW -- TOPVIEW —WITHIN THE DASHED BOUNDARY.SEE TOPVIE.N a �� 101 0 SHEET816-17 FOR THE ANCHOR O.C. % SIIEE7510-17 FOR THE ANCHOR O C. - b �'�xD: -DISTANCE.MAXIMJM ANCHOR I IDLE / CENTER OF ANCHOR HOLE h1U5T LIE ^DISTANCE.MAXIMUM ANCHOR HULE DIAMETER:ANCHOR DIAMETER a 1116'. WITHIN THE DASHED BOUNDARY.SEE ,". UTAMErER'ANCtIOR DIAMETER+WS'. SHEETS 16.17 FOR THE ANCHOR O.C. \ PRODUCT ggREVISED \\ 5.60D'------- \ DISTANCE•MAX MUTA ANCHOR HOLE building 1CondoWith the Florida CUI HERE70 \ DIAh1ETER:ANCHOR DIAMETER+1110' �t-..---5.000" CRATE F•CLIP• \ NOA-No. 17-0630.01 .3!N. �\ _SEEOETA!I.F, .375" \` _ \ � .-_.375' -_............... __... - -'-` M!N. \ r'SHEETa MIN \ `•. MIN. Expiration Date 5/26l2021 / If _ �y J° I By i-_.___ _________.._____i MiamF o Product Control I I � { I I { { I I I I I I I I I I I I { I I I I I I I 6.00D -I---- —r - --, 4.686 ,250" I 5 438° � .LrNN��.,,, Y'%tl'%2S" I ' I i I : ��••''L,1GENyF .�(( i MULLION 6063-TD ALUM. I j -%° No.50705 ,•P r j X•SECTION I I i i •375IN," *- ---- ._......... _.. ---� I 0 h 0�. �sr. SDI •'��: / STANDARD CLIP U-CLIP 2X5 ANGLE CLIP •--- -lop VIEWM_ _ _ _ ___ ___ _ ___.IISED-OR2-X6?!ALILON.S�j�'FLTt7_ _. _ _ _ _ _ -__E�OPVE'WM �' k I�N- -- - - - - NAB -- 1-OP9IEw --- FL RE.#56705 EXAMPLE.1:SINGLE VERTICAL MIN I ION THE BUILDING SUBSTRATE IS KNUWN TO BE WOOD OR ALL FOUR SIDES THE WINDOW FRAME DEPTH IS 2-11.1'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60A1.60.0 PSF, NO ANCHORS N HEAD 1)IN171ALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 32'+32+1'c65".RFFFRFNCING SHEET 25,THE COLUMN USING gg F T-- '- '"-=r= - RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TARLES FOR A MULLION THAT IS AT LEAST THE NANDOW FRAME DEPTH OF 2.114-AND WILL MEET OR EXCEED THE REQUIRED `� 3 L _ ] DESIGN PRESSURE OF+60,Oh60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIDE,USE THE NEXT LARGER SIZE AVAILABLE, to 1 -SEE BEE FROM TABLE 3A,SHEET 7,THE 1-X 2.75"X,376"MULLION(LENGTF+c 72",OPENING WID I H=70")MEETS THE DEPTH REQUIRED.HOWEVER THE DESIGN PRESSURE-IS+1.58.3 PSP AND WOU.D FENS PRODUCT'S 'ON FROM NOT BE SU TABLE FOR TFIS APPLICATION, C raPROVAL SHEETS I APPROVAL. 2d 6Z v FROM TABLE 4A,SHEET 8,THE 1"%2.75"X.850"MULLION(LENGTH=72'.OPENING WIDTH c 70")HAS A DESIGN FRESSJRE OF+1.72.7 PSF'WHICH EXCEEDS THE REQUIREMENTS FOR THE 72" �r _ _I OPENING AND MAY BE USED IN THIS APPLICATION.NO I E THE ANCHOR CAPACITY REQUIRED OF 638 LBS. AIULLION N A n ;j;-• 2)USE TABLE 48 i 0 FIND THE A14CHOR TYPE,A14CHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THF.STANDARD CLIP WITH(4)012 ANCHORS A14D THE 2X5 J:J LI ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED.THE STANDARD CLIP IS EASIER TO INSTALL. So N_rAI I I O vEFTS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,CIF MULLIONS OR FENESTRATION PRODUCTS,WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE RECUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J IR 2.3 J-/ INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. :D S2 IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1.60.0 PSF,THE OVERALL MULLION SYSTEM WAS Uhl ERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 6361SS.ALTERNATIVELY, UJ 'o� NO PHCHORS IN WINDOWSILL THE ANCHOR CAPACITY ADJUST MENT FORMULA COULD HAVE SEEM USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR`H[EXACT DESIGN PRESSURE OF W.PSF: m U7 II- 37.E SO C, cc • --(I--AWLL WIDTH 636 LBSLLI (60 PSF)X >-524.0 LBS (MAY D'USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B !, OPENR7O W DTH ------- 72.7 PSF ) ... ��. _._...._,.... .-_....- .-_ �.,__— z m I Z ' THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND GILL.THE WINDOW FRAME DEPTH IS 2.3/8',THE OPINING REQUIRES A O DESIGNONPRESSURE OF IS0.0!-0S,O PSF, FOR THE VERTICAL MULLION: a as 6 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+'I'-iOV AND THE OPENING WIDTH IS REFERENCING SHEET 26. Z C ' THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS A7 LEAST THE WINDOW FRAME DEPTH OF 2-318"AND WILL EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQU'REO DESIGN PRESSURE OF+50.0:•55.6 PSF,IF THE TABLE.DOCS NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. J D MULL WIDTH SEr DETAILS, FROM TABLE 3A,SHEET 7,THE I-X 2.7�X 37V MULLION(LENGTH=106'.OPENING WIDTH=60')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 4--15.1 PSF —)�-- aI CCT32, AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. �H T U Q a 2 FROM TABLE 12A.SHEET 16,THE 2•X 4"X.250"MULLION(LENGTH=106",OPENING WIDTH =80")HAS A DESIGN PRESSURE OF+b 64.7 PSF WI11CH EXCEEDS THE REQUIRFPi�ENTS a lLLXXL! 0 p i FOR THE OPENING AND h1AY BE US'cD IN THIS APPLICATION.NOTE THE ANCHOR CAPACIf Y REQULRED OF 671 LBS. 0. Z U) [A O SCE � '9 FENESTRP.TION DETALS, �•L EEC SE 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'e7a•,NOT 13^AS PREVIOUSLY P:OCUCT'S s1H24 "� I_ ASSUMED,VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNA-IVELY,THE WINDOW WIDTHS MAYBE REDUCED TO hWNTAIN '/ PPPRUVAL,` xn \ \\ THE 73"DIMENSION(35.12"+35.112'+2"=73'). PRODUCT REVISED _ `-r as com Iyylhgg with tho Florldo J. ' 2)USE TABLE 128 TO FINS THE ANCHOR TYPE,ANCHOR QUANTITY ANU CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS CXAMPLE ASSUME THE POURED Bulfdlhg Coda ' VCR ICAL -"'r-" _ CONCRETE HEADER AND SILL ARE 6"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 0',CARE MUST BE TAKEN TO MAINTAIN THE FASTFNER'S EDGE DISTM)CE. NOA-No. 17-0630.01 MULLION ` ME -seE USING THE STANDARD CU-WITH(6)3116"ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 105E LBS WHICH IS GREATER,AND LGNGTM OE;kLE, \DETML E. I HEREFORE SJITASLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS. Expiration Dale 05 2612021 8 SHEETS 2 n S'IEET 3 FOR THE HORIZONTAL MULLIONS: fly Y ,�.� HEIGI/f W MIamf.Fddh ProductCantr-o FOR DECAU,"E THE VERTICAL MULL WILL BE A 2'X 4"X.250"MJLLIUN,IN THIS EXAMPI.F WF WII.I,MATCH THE HOR)ZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER ui HDRTL MULLION TYPE COULD BE CHOSEN. —^- ILJLLIOM & 1 1)THE MULLION LENGTH IS 30-AND TI IE OPENING HEIGHT IS 32"+/2'•2'=106".REFERENCING SHEET 25.THE COLUMN USING TRAPF7-OIDAIITRIANGULAR LOADING MAYBE C3 USED,FROM TABLE 12A,SHEET 16,THE 2"X d"X.250"MIULLION(@ LENGTH-42",OPEN NO HEIGHT=120•)I'AS A DESIGN PRESSURE OF+i•170.0 PSF WHICH EXCEEDS THE b SEE III I REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. -t t 2 kTAILS. I 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN 7413 EXAMPLE,ASSUME THE OMU JAMBS ARE 8" Li HEETS I WIDE.IF THE M'JLL ION CLIP WERE.TO BE CENTERED WITHIN THE 8".CARE MUST BE TAKEN 10 MAINTAIN 171E FASTENER'S EDGE DISTANCE.USING THE 2X6 ANGLE CI IPS WITH g 3 (4)3/1V ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES.AN ANCHOR CAPACITY OF S10 LBS WHICH IS GREATER,AN3 THEREFORE SUITABLE,FOR THE REQUIRED t --- —.. ANCHOR cnrgclry of 521 LBS. `` 34t LENOT_ I�, UU30'IION2, e)FOR THF,ll-CUP IN THE HORIZUNI'AL MULLION TO VORTICAL AIULVON,USE THE SAME ANCHOR CAPACITY OF 521 L3S,TABLE 12B FOR THE U-CLIP SHOWS TI IE ANCHOR ^� LICENSE:•./�� i vau.LENOnI AULL LaNOTH-�'�III CAPACITY IS 1074 LBS WHEN USING 3 ANCI TORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REOUI REM ENT OF 521 LBS.THE r, '•F OPENING WIUFH FOR VERTICAL MULL—- ANCHOR TYPE IS A#12 STEEL SCREW No,58705 FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSJROIS: +/-64.7 PSF FROM TiF VERT.CAL MULLION; +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; 4" +1-170.0 PSF FROM THE 36"HORZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSI:CTION), � �O,c'., SATE THE LOWEST DESIGN PRESSURE IS 11-' '•6d,7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS �. p ,,•2�C/ _VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEMI.THE LOWER DESIGN PRESSURE,0°MJLUONS OR FENESTRATION - ZO Q i PRODUCTS.WILT.APPLY TO THS-OVERALL-ASSEMBLY,FINAL DESIGN'PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN------- __ �r�r1�NAL L1.1 M j ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS 70 MULLION. A,LY�I(llll'fIi.LE}2 P.E. I FL P,E,#58705 i