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Home My WebLink AboutNOA TUBE MULLIONS13 M`SCANNED BY St. Lucie County M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 II BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 II NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy I, PGT Industries, Inc. 1070 Technology Drive I. North Venice, FL 34275 I SCOPE: II' 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 j; 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 I. 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 Iabel with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been �I no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement j I of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure I' to comply with any section of this NOA shall be cause for termination and removal of NOA. �I 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. j l INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at The job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as j' approval document mentioned above. jl The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled `'Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FM-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 5111 Edition (2014) and with FBC 6" Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E - 1 Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5111 Edition (2014) and FBC-60' 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. P,r6ZJorge M. Plasencia, P.E. duet Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE MULTIPLE MULLIONS 1: / � sEE DEiaLs OPENING WIDTH FOR VERiIBE _MULL A-D,G,H; SHEETS 24 SEE THRU G; AHRU SHEET92 VEIIT. MULL LENGTH /SEE DETAILS HORZONTAL A-D.G,H: MULL SHEETS 24 LENGTH HORIZONTAL MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOCD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OFTHE MULLED UNITS. MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4° FROM THE CLIP. SHAPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 H A-T.R NLS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET24, FOR MULTIPLE UNITS, CONSIDER AU c; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN OP / SHEETS PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. OPENING HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THETABLE(S). FO HORIZONTAL MULL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST SEEDETA'L E, _ SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S PRODUCTSMAY _BE OFANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED To COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUST ANUFA MABE NUFACTURED CODE. AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH BYY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. GT. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHL 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTWHEIG14T OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL I—OPENNG WIDTH—{ F—HORIL MULL LENGTH—j -1 LENGTH I P OPENING HEIGHT FOR OPEN MULL �' �' HORIZ p p `�=T• HEIGH'i LENGTH MILL p p H LLUAW oPEMNc w®1H SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL OPENING WIDTH FOR VERTICALMULL --)SEE CORRESPONDING DETAILS MULTIPLE MULLIONS �_ FROM FIGURE 1 ABOVE CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ANSIIAFBPA NOS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL. ADM-2015. •AISI S100-12 -AISC 360.10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE•7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR OR'TRIANGULAWTRAPEZAIDAL'. GENERAL NOTES ...... ........ __...... 1 INSTRUCTIONS ............... --- 1 ELEVATIONS .............. _...._............ 1 MULL TO 2X WOOD ..._... _............. 2 MULL TO 1X 8 MASONRY .......... 2 INSTALLATION NOTES .... _....... _. 2 MULLTO MASONRY -.... ......... _. 3 MULL TO STEEL STL'O._.._..__._. 3 MULL TO MULL ... ... _........ .............. 3 ALTERNATATE CLIPS.._.._..__.4 BAY MULL INSTALLATION ...... ..... _4 1 X 2 X .125 MULL SPECS .......... ..5 1 X 2 X.375 MULL SPECS _......... .6 1 X2.75 X .375 MULL SPECS —7 1 X 2.75 X AS MULL SPECS_...-.__5 1 X 3.125 X.500 MULL SPECS_.._.9 1 X4X ,25 MULL SPECS._--..._10 1 X 4 X.375 TUBE MULL SPECS.._ 11 1 X 4 X .375 'T- MULL SPECS._...1I USX 3.186 X 266 MULL SPECS._12 USX 3.25 X .100 MULL SPECS..... 13 125 X 325 X.824 MULL SPECS__ 14 125 X a94 X.624 MULL SPECS_...16 2 X 4 X .25 MULL SPECS _._........... 16 . 2 X 6 X .25 MULL SPECS_..._.... 17 126 X 2.11 X.126 MULL SPECS.... 18 30-X325 BAY MULL SPECS......... 19 45' X 325 BAY MULL SPECS.._._ 20 MULLION 6 CLIP DIMENSIONS—.. 21-23 EXAMPLES 1 & 2........ ............... _.24 LOADING EXAMPLES .............. _. 25 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSIF M FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE. LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT'I OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LEIS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET T'D ATTAIN THE FULL MULUON CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. , 7) IF THE MULLION CAPACITY (LBSIFT`) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA- TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBSIF P) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSIFT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. PRODUCT REVISED as complying with the Florida Building Code NOA-No' 17-0630.01 Expiration Dea„e 05/26/2021 N ?'��c "sN��` *, No.58705 TEO iLS70NAt'5 1 A. NNMILNHR,�-E. FL P.E.# 58705 DETAIL A MULLION TO 2X WOOD BUCK MuwoN OR WOOD FRAMING (OFFSET CLIP SHOWN) I I I I i EITHER THE TANDAOFFSET MULL I \ OFFSET MULL CLIP MAY BE INSTALLED BY , • d e .` THIS l.ETHOD. 4 e\ d EXTERIOR . d `. ;J I DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) a2l.23 ULLION ESHEETS ' FOR HOLEOCATIONSEDGEDISTANCESCR WOO SCREWS 260'MAX FOR a ALL MULLIONS EXTERIOR EDGE DISTANCE FOR MASONRY THEDFFSET CUPLS ANCHORS RECOMMENDED FOR FIN-FRAIIFD ' W NDOWS, BUTMAY ALSO BE USED FOR OTHER FRAME TYPES. 4 W O Rwv O MULLION � m au TYP. ANCHOR AND PER SUBSTRATE, ew ` ATTACHMENT SEE SEE TABLES 1B-13B BY OTHERS, N SEE NOTE 1. SHEET I. o a cq MW 2.7 KSI •'••n �,'�+ EDGE CONCRETE OR CMU' �' I I DISTANCE. W ,Jj F--r_BEEBEE TABLES N =) EDGE DISTANCE IB-128 S n FORMASONRY L9 LU Q O ANCHORS SIDE VIEW Z a to EfrH�MU STANZ (,) m OFFZ a 'da CLIP W Z m INSTH-Li THIS METHOD. w -i T` T1'P. ANCHOR YP. ANCHOR PER SUBSTRATE, PER SUBSTRATE. TYP. ANCHOR SEE TABLES 1 B-1BB SEE TABLES 18-13B PER TABLES 18-1 SEE TABLES t&168 BUCKSTRIP DISTANCE AND SEE TABLES T- ATTACHMENT / SUCKSTAIP 1a-138 I '.. �'+�`; BY OTHERS. AND EMBEDMENT' SEE NOTE I. ATTACHMENT J "... �... ' SHEET 1. SEE NOTE 1, SHEETI. ' MN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON TAEANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMHDADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. n F HBG ..tea. �y B a IL cl) Z U Q Z p K 0 H to o 0 # A 'N 9 - PRODUCT REVISED as comp[ying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date05/2612021 N�o.. 5870�- � ��Q�� STATE' " '•(V�� irz '/�;, 70NAL 1�N •`• A. LYNN I�IILlER, P.E. FL P.E.# 58705 DETAIL E: H .1xsMin. MULLION TO MULLION DETAIL C: INTERSECTION MULLION DIRECTLY ATTACHED TO MU LION (U CLIP) MASONRY STRUCTURE (STANDARD CLIP SHOWN) VARIES I I TYP. ANCHOR EITHER THE . I I PER SUBSTRATE. , STANDARD OR \\ I SEETABLESID-13B OFFSETMULL I Gi _ TOP VIEW MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MU1MI-DARE COUNTY, USE ONLY MIAMLOADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRYANCHORS. �THEOFFSET CLIP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. R LATE, 10.138 FRONT VIEW �r EXTERIOR VARIES I c� LINTERSECTION U.CUP FRONT VIEW NOTES: 1) MAY BE INSTALLED IN -TEe OR 'CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. N12 STEEL SCREWS. SELF-DRI W NG OR PRE.DRILL MILLION AND USE SMS MULLION EXTER OR SEE SHEETS 21-23 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLES 18-130 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SH TYP. ANCHOR PERSUBSTRATE, SEE TABLES 1B-138 FOP STEELSTUDS THINNER THAN i. GAAND COMPLWNT WITH THE FL BL CODE. A 2X WOOD BACKER MUST USEI ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20. FOR QUANTITY OF SCREWS. SIDE VIEW. r a a ~ Ha eo me N ui ¢ ❑Y O C a IL m� 0� e�3[ F- ❑ rc PRODUCT REVISED aS complying with the Florida Building code NOA-No. 17-0630.01 E.plrutlon Bate 0512612021 By 'i� Miami-O a Product Control tttt,,., �.,, owf LYNN ''•• i `: P='�`�.•' ttCENSF'• * ; No. 58705� --0 TATE F . sS/o �cl A�Cht;i'.E. FKJ1IL P. SB705 t A L2 EXTERIOR DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-0, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. O 0 O O SIDE VIEW SHOWN WITH 1' X 4•X.125' MULLION STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. TYP. ANCHOR PER SUBSTRATE. SEETABLES WB 1313 INTO WOOD, STEEL, STANDARD CLIP TO BE ALUM, CMU OR MASONRY MODIFIED IN -FIELD. EXTEFUCR EDGE } NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26° X 2.11- X .125 MULLION. 2) SEE TABLES 1 BASS FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) p O O O TOP VIEW 2'X 6' X.125- I ANGLE CUP, I I 2 PER MULLION END, I MUSTBEINSTALLED I 1 INSIDE OF MULL c) ® gn DETAILH:u d BAY MULLION INSTALLATION (ANGLE CLIP)�°� d gi 30' OR 16' ^ BAY MULL N a U O O Z 0 O O J J TOP VIEW 0 LU U �o to cn ~ Z I I I TYP. ANCHOR : O I F— I PER SUBSTRATE, r 1 I �EEETABLES 1SB OR 168 Z g EXTERIOR Q Z � '� I �TXS'ANGLE CUP. Z Z Q 01 2 PER MULLION END, MUST BE Q Q z N I I MSTALLEO INSIDE OF LLAYMULL W h 80 o Wv C cY PRODUCT REVISED as eomplyIng with the Florida Building Code NOA-No. 17-0630.01 INTO WOOD, STEEL, ALUM Expiration Date 05126/2021 OR MASONRY EXTERIOR By J� Mlaml-Dr' Pr.d.Ct Contro O J Z W IIIf .v NOTES FOR INSTALLATION OPTION G 3 H: y ..... L.LCENSF ••, (�� 1) USE 2 ANGLE CLIPS PER MUWON END. CLIPS MUST BE INSERTED INSIDE OF MULLION, z QC�r'' w 2) DETAIL G: SEE TABLES 18-14S FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.:.CtT�W�� n8. _ * ;• NO. 58705 3) DETAIL H:SEE TABLES 15BOR16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE e� �Z. LOCATIONS. _ �.�%'••:°ZORIOP,. } �"/,, 70NAL E��.�• a A.&f4MIRAILL9RE. 0 FL O.E.#58705 I PZLC I/A Mullion Capacity Table Ibsflt Opening Width (for venlcallyspanrIing mullions) or Opening Height (forhodmNa ly-span ft mumons) 50 in fio in70 to 80 in 8o in 100 in120 in 140 In 160 in 1 X2xA25 Rectanguar LuadNg Trep/inme• Loading ReCangulnr Loading TrapRden0. Loading Rec Iaflr Loading T2p/lUan9. Loading Reetongalar Laadin9 Tr.-p 0. Loading Rectangular Lowing Tep/Tdag. Loading Reotln9Wa Loading T7ap/illan9. L.&II Rectanglilar Loading T1apRrlang. Loading ReoNnBNer Loading ILoading 7rapl111eng. RectenBMlw Loading irapmlang. Loading Alum. Tube Mullion n 3n c� Fo cifo`' tv€g gr,. 6C Sc9•C Ilk' r a r gg r S i3 6K u" §�� E r �I r 5 �C� a^ b5 4K �• mar 6a E i•^ 13 •5$ CS F_ °' i@ a., a d �' 5'"c ry dK iK P �E3 a d�K a Sc �• R r if9�• .; fE. a d¢ /21n 111.9 409 129.5 332 932 /OB 175.5 325 79.9 408 107.8 321 89.9 408 104.4 319 S21 408 104.0 319[1-...6 40S 104.0 319 46.6 408 104.0 319 39.9 408 104.0 319 35.0 406 104.0 313 /Bin 74.9 312 838 258 M4 312 73A 252 53.5 312 67.0 248 Z11 312 832 246 41.6 312 61.3 244 312 61.0 244 312 312 61.0 244 28.8 312 61.0 244 214 312 81.0 2N 50.625In 63.9 281 7s6 234 632 281 B1.5 228 45,8 281 55.7 224 39.9 281 52.1 222 35.5 281 50A 220 281 49.3 210 26.8 281 49.3 219 22.6 2B1 493 Z1B 20.0 281 4a7541n 52.6 247 57.5 207 43.9 247 49.8 202 37.8 247 Y.5 129 329 247 41.5 ISO 29.2 247 39.4 194 217 38.4 193 21.8 247 38.1 123 18.8 2Q 38.t 193 18.4 247 3&1 193 C 601n 36.4 200 41.2 170 320 200 35.4 168 27.4 200 3f.6 167 24.0 20D 28.9 160 21.3 200 27.1 159 200 25.9 157 16.0 200 25.0 16B631n 33.1 181 35.3 165 27.6 lei 30.3 152 23.7 lei 20.9 149 20.7 lei 24.5 148 18.4 181 226 144 161 21.7 143 n 66 N 250 168 30.6 142 24.0 165 26.1 139 20.8 165 23.1 136 18.0 166 21.0 134 72N 222 139 23.3 120 18.5 139 19.9 111 15.9 139 17.5 1Is 78 In 18.9 125 19.7 100 16.7 1.126 16.8 10F 76N 11,5 118 t82 f04 TABLE 1 C Anchor Ca aei Table Ihs SMlnbete: 271t Corcrere 3.5k Corm. I Hod- DAU Mad CMU PT Wood Mete) y15-pb0 114'6S Elao MW EX. 1N-SS Goo W06teN 012 Steel M72 steel ArckwTypa 9116' Boo UlNdcan VI' Fleb Ultmcon Ulllacon 3176' Elea Ulba4on 114' E!ro U0raeln ABARGaIW UOraoon ApOrvGalbr Sonw (G5) Swaw (GS) Sc0324- ) Anchor Cllp Patterns Edge Cbtance(mk 1• 2•t2' 1' 2.1rr 3-1/6' i' z-1rY 1• 2-12" T 3.1/8' T ❑ W 0.54- 0.32C' Ernbedment(In7 I-VO - 13/4- i V4' 1.314' 2' 1-t14. 1.1/4' 1-114' 1.1/4' 1. W 1-114' T 13/B' t.31B' lanes 2AOohon394.T5'MIn.O.C.1Standard or OBael Qip (Fig. 1C 3g005 3901hs 450M 8901b3 1844It. 270 280It. 3541ba 7401. 374 IM 6641ba 946 Its 3411tt1 44210a 560 Ite 4 Ane04 .1S Lem O.G l Stzndald(or05re0 Clip(Fig. 2). 463@r Na 0a WA WA WA NIA 350 ins WA WA WA WA WA M2"' "'Oa 1120 ma 4Arc1m2r5 Anple CliDa / (Flg. 3y 7B0Ibe 780 B. 6801Cn 15801d1 taW tb. SlO lba 5W It. WA 7601Dr 748 iba Boo 1br 189216r 682 0a 885 @s 11201. 2 Armhas 6r]0.45'MN. O.C./U-tlip, Into.l2S Al um-(F®. 4k WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 7151m 1 Anctmr / FLIiD (Fla. Sk 195 ma 1951Dc 22510s 4651bs ' 87216r 1J5IOs 1401b.1 177 P. 370 Its 18716s 33216a 473 Ite 1701Da 221 It. 280 Ru 2 Afm0oR @ 7.U' Min. O.C1 F421p (FIO. eYl 240 ma 350Ibs WA WA WA WA 1901ba WA NIA WA WA WA 34110.s 4421ba 58016s NOTE FOR THE OFFSET CLIP, USE I HE SAME ANUMUK rA1 l ruin wvu Ant.nvn.rr.Lvvo AZ ,.,L....,....�••- FIGURE 1: FIGURE 2: FIGURE 3: -1 e 0 ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE 6: , TABLE NOTES =ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE -ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MUL= CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCT REVISED as complying with the Florida Building Code NOA-Na. 17-0630.01 Fxpiratian Data 05126/2021 Dy Miamt-o- Product Control 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -1 1.000- �--- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEESHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 2000" I I / �.�` NY LYN . �l'. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED .125' CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSURE -TREATED OF YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM .125' TO BEAT y} No. 58705 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK(16 GAUGE). STRUCTURAL STEEL LEAST .125' THICK AND A36. ALLANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1' X 2' X.125' MULLION _ ; THE MATERIAL. if10 8 #12 ANCHORS INTO WOOD MAY BE STEF1. 10-8 S.S.OR 410 S.S, �- •.• 6 I ' STATE F (V` �'. S�ONAt ENG``• A. 6N(t)IMInEP.E. FL P.E.# 58705 I AtdLC LH Mullion Capacity Table IbsR Opening Width (for wrUdly-spanNrxi mullions) or Opening Height (tor hodzonlallyspa117trg mullions) 501n 60 in 70 in 60 in 90 in 100 In 120In 140In 160 In 1 z2x,375 ReclanpWar Leading TmpTaalg. L--dm Rectangular Loadng TrzWTrialg. Loading Reetang4lar LnaOkg Tmp"rllan2 Loadm ReeWrgulx L-W Ttep/l0ang- Loadlrg Rectanpwar Load'ug 7fapli0arg. Loadrg Ranrargdar Ltadn9 TRp'Tdang. Leafing RevtenV Loadig TmpTna"G. Loading Re-, Loading TmpTdang. Loading R-t-auiar Laadlnp TmPrTdarQ. lnadtg Alum. Tube Mullion 2:- £ F g r r g r r r r r �• r 8)y x c r 8�' r r a "• __ r r a 2• r _x r^ x g 42 in 170.0 820 170.0 435 757.3 662 170.0 478 129.7 BE2 170.0 %6 112.6 661 189.5 518 lone BB2 1659 517 Sae W 168.9 517 75.7 SM 188.9 517 Skit 862 188g 511 6i7 fie2 1859 517 48In t21.6 507 136.0 419 101.4 507 119.2 4t0 8S9 507 1097 403 7fi0 W7 102B 3E9 67.6 W7 99.6 M7 see 507 99.0 396 60.7 507 99.0 396 43.4 507 99.0 390 38.0 507 920 396 S0.6251r, 703.7 458 114.6 379 68.4 458 99.9 371 74.1 456 90.6 364 64.8 456 84.6 3W 57.6 45E ' 87.3 3fi7 51.4 456 80.0 358 432 45B 80.0 3% 37,0 458 80.0 358 324 456 B0.0 356 541. 65.4 4W 93.3 ms 71.2 400 80.Q 32a 61.0 400 727 732 53.4 400 87.3 318 47.5 400 64.0 316 427 400 623 314 3Sfi 409 61.8 317 30.5 400 fi1.e 3L3 2S7 400 B1.8 313 $ so In 62.3 324 6E,9 276 51.9 324 67.5 270 445 324 51.2 264 38.9 Me 469 260 34.6 324 43.9 257 31.1 324 420 2S5 2S0 334 40.5 253 222 324 /a5 253 19.5 324 40.5 253 63 b 628 294 57.4 252 44.8 294 49.2 248 38.4 294 43.0 241 %LS 294 39,8 237 22BPM 37.1 234 ffiB 294 332 232 2t4 294 97.5 230 t92 299 314 230 16.8 294 324 230 fi61n dfi.a 2% 49.8 230 39.0 268 424 225 314 268 37.5 221 29.2 20 34t 216 26.0 31.fi 215 23.4 20 29.8 212 19.5 268 2S0 210 16.7 268 21.7 209 148 2% 27.7 229 N 72 In 360 .75 3I.9 18S 30.0 225 322 181 257 225 29.4 188 225 MS 258 185 Z0.0 23.5 te2 180 225 T21 180 15.0 225 20.3 177 12B 225 19,8 176 113 275 202 19.6 Zia 1 B Ise7a 791n 30.8 202 420 177 ZSS 202 27.2 173 21.It T02. 23.9 IM 197 202 27.9 16/ 170 19.7 165 15:3 202 15.4 163 126 202 16.7 160 10.9 202 1i9 158 9.9 I In 2B.3 192 29.8 189 236 192 2S7 7fiS 20.2 ta? 7d0 162 17.7 1B21i7 1S1 167 14.2 192 1SB 155 11.8 Tat E5.2 t52 10.1 192 144 150 e.9 101 142 150 801n td5 144 19.0 128 15.4 144 161 128 SS In tit 127 15.6 113 I Ht3Lt Lt3 Anchor Capaciltv Table Ibs SIMIn'te., 27A Concrete 3.51, Co.. Nolbw CMU Filled Ch1U PT Waad Metal 5ma. E1ra V4• SS Elco 5116Elco 1/4' SS Elca #10 3-#12 S- 012 sled Archrn Type: 9/t6• Elcv Ul2mn tub' Elea UVaGon Uttia� 3r1B' Ekv UErecvn 714' Emo UVacen Agg.Geter Ultn can AgpmC4ler Screx (G5) Scmw (GS) Sc1aw (GS) Anchor Clip Patterns Edge DNtance Pnk 1• 2-I12• 1• 2-f/Y 3118• 1' 2.12' 1' 2-1? Y 3-1/B' 2• 0.48' 0.99' 0.324' [.mbea(Oent (Ink 1a 4' I-W 1a4' I-W4• 2' 1-lle 1-114" i-Ile 1-V4• Mir 1.1P1' Y 13'0' 13ra- OIL 2 Anmars ®4.75' Min. O.C. / SlarTara or Offset Clip (Fl9. 1k 3W IN 3°A Iw 450 ata 1694 U. AO Ibv We IN 9541be 7401m 3M Ibs 6641ba 8461ba 341 Wo 4Q ID.s 5%Iba 4 Arch an ®7.15' MIn. O.C. ! 6lenmrd (or OBseq OIp (Flp. 2k 4601ba 700 IN Wq WA WA 380 IN WA NIA WA WA WA 682 an ea51[a i IN ms4 ArzII- G b' Mm O.C.I VJ 215 Angle LIM31(Rp. 3k IN IN 780 IN 680 es 7.A 1Sm. 5401bs5B0Ib WA Teo pn 7481be BBOla 1a121W %21bs Be510a 1120 ms 2A.:: ® 0A5'MktO.C.IULIIP,Into,125 Alum. (Flp. 4k WA WA WA N/A WA WA WA NIA WA NIA WA WA WA 719ms 1 A. IF-QID (Fla. 5k 1951bs Iw IN 225 me 822 W 135 Me 1401os 177106 3701os 187 IN 93210c 4T7 9a 170 8a 221 Iba Zee lba 2An.4-C9 I.15-MIn. O.C.1 F-Oip (Fig. 6k 240Ibs 3501bs WA WA WA WA 1901bs WA NIA WA WA WA 941 Ih1 4421bs 500IN NOTE: FOR THE OFFSET CLIP, US[- I HE bAM= AN1.- -1 1=- Icvu .as..- - - , . ,- - n ••-, � •-- -- IN eda!'H III w+ (pPu)X /ANCHOR \ =ANCHOR CAP- " / USETHIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 FIGURE 1: FIGURE 2: TABLE NOTES: ® ® ® ® 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, 1 000- - ® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE -- FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000• D375" ,y� ® ® ® ® HOLES TO BE DRILLED IN FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. \�� . .. • •..... �•' �,\CENSF'• �� ' ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED - No. 58705 _74' •: FIGURE4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN BG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' " 1•X2•X.375 MUWON -O �� ® THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYON THE MATERIAL #10 8 #12 ANCHORS INTO W OOD MAY BE STEEL, 18-8 S.S. OR 410 S,S. :� O •' SATE FD t :. �l(l` �i��F<ORIDP.•�G\? '�7y110NAL1E(.�• A. LYNN M�LLER, P.E. FL P.E.# 58705 I AtSLt JA - MuOion Capacity Tabl9 (IbsR) Opening width (Tar ierOCally-sparrang mufficits) or Opening Height (for hodwritaay-spanrllrlg minions) to in 50 in 701n 00 in 901n too in 1201n 141) n 16011 1 %275 % Rectangular Lcedng TrapTdene• Lwdn9 Ftectangdar Loadnq TrnpTtlang. Laadng RedaMlular Le4dn9 TraplTaen9• I-ddn9 Reelen9der Lcadng Treplfdeng. L.adbg Re golar Laadhg TraPlBlang. L flig Reclalmdar Loadln9 trepRa.rg. Laadng fta swer Lnadtr:g Tnprm.ng. W- dng peaengWer Loadng Traplydene. LOadng Mce.nww Inadn9 Tmpmtane. la4dng .375 Alum Tube Mulllan v 8£@_q E6 >� o& ¢ 8$S f� ¢C 3`� c }2l�sA d f Z¢ 2� ^ dK 3'cE t• 61 €�. i l7 v aS�, K lei fic Ia Ua sus`pq d�� {�_ i2. GB cc'9 4¢E a U_ Bye 1e a ¢¢ a off@ RE r }�tS a¢ e fa v IC $ I� a' aK �$ 3c - �K $ �a s _ QC a 5�j$ 2 a^ QK �c _ 5g 2K8 $ Sx da: 42 n 170.0 620 170.0 435 170.0 744 170.0 17a 1Ta9 ass 1740 We 17 Lo 8r2 170.0 S19 1740 1116 170.0 E21 170.0 1240 170.0 621 148.7 1301 170.D 521 127.5 1301 170.0 521 111.5 /301 1T0.0 521 48 in 170.0 708 170.0 524 170.0 850 170.0 984 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 t139 T70.0 8T7 136.6 1179 170.0 s50 1119 1139 170.0 680 979 1138 170.0 680 8,5.4 1139 17ao 680 SD.a261n 170.0 747 170.0 563 1M.0 age 17b.0 631 167.8 1032 1740 6B4 146.8 1032 170.0 723 130.5 1112 170.0 747 117A 1032 170.0 766 97.9 ion 170.0 760 43.8 1032 170.0 756 73.4 I= 170.0 756 64n 170.0 74/ 170.0 612 1fi1.] 807 170-0 6B1 138.2 907 1W.7 730 120.9 907 13.5 720 107.5 907 145.0 71♦ M. 907 14L1 710 80.6 907 1440 108 69.1 907 1/0.0 709 60.6 907 110.0 709 60n 141-1 7]5 151.5 625 117.6 735 130.3 611 100.8 7S5 116.0 599 BA2 715 tOB2 690 78.4 736 a9.6 fia3 10.4 73B 95.1 S7B 58.8 Tay 81.8 571 50.4 735 81.8 574 44.1 735 91.0 574 21.9 666 1309 470 101.fi fi59 111.5 637 97.0 6fi8 98.9 347 762 Gas 941 438 67.7 666 839 571 60.9 666 79.8 628 50.8 fifi8 75.a 821 13.5 6S6 76.6 321 38.1 668 758 521 9fi,D 807 1124 5T2 68.3 fi07 Bat 511 75.7 6D7 85.0 501 ag2 fi0T 77.1 493 38.9 607 71.5 488 5],D 607 67.6 4B1 442 607 63.4 478 37.9 607 627 474 33.1 807 627 474 1.6 510 85.8 443 ea,0 5fa 73.0 434 58.3 10 84} 426 S7.0 510 57.0 418 45A GO 53.3 413 40.8 S10 50.0 408 ]4.0 310 45.9 d02 292 610 44.4 389 25.8 5f0 44.39.4 458 725 400 S7-B 45a 81.7 392 4S.6 458 611.1 385 414 458 {8.8 078 38.8 4S8 44.6 373 34.7 458 41.6 369 289 455 37.7 362 24.a 45B 36.0 359 21.7 45e 17.7 398a2 435 67.0 3B1 515 435 58,8 373 46.9 435 49.8 ]6B 40.1 435 44.7 350 35.7 435 40.9 355J2435 3a1 331 29.8 475 31.4 341 22.9 435 326 341 20.1 322 3101.5 q 327 43.1 290 34.8 327 36.4 285 29,9 327 31.8 260 28.1 327 243 275 23.2 327 25.7 271 20.9 327 217 268 17.4 327 21.0 262 149 327 19.J 255 34.4 29T 35A 257 28.7 Z87 299 252 24.6 207 240 24B T1.5 2B7 211 244 1A1 2B7 20.9 240 17.2 2B7 19.] 237 16A 2B7 149 232 42 227 24.7 205 20.2 22 220.8 201 17.3 227 18.0 198 111 227 1622.3 215 22.7 194 18.617.6 154 17.9 167 TABLE 36 Anchor Capacity Table Ibs 2Tk C-Mle 3.51 C.- Hoeew•U1U Filled CMU PT wood L4aDilS116' jry_: Eko Nfocan 1/4' Elw Ulbacon Eleo UlDaeon 3/16- Elea Ilnmcrn 1f4' Ek0 l8tracan 1!r S8 EkoSnCFJco 1/4' SSElcn AGl 010 SRN 9ew (y5) M2 Steel 94 RwIvy)SuewLGSAnchor 1t12 SledAneht6' Clip PatternsEdge 2-12' 1' 2-12' I'll 1 2-1/2' 1. 2-U2' 7 3-UB' Y OAB" 0.54' 0.324'EmbWrn3/4' alsta1' 13/r VV4' I 13/r T I-IM 1-t/r 1-114' 1-1Ir 1-1M I mw T 1218' 7318 feats 2 Anchors (dJ 6.75' Min O.G / StdMaN ar OEsef GIP 0'9. ty 390108 390 bs 450 WS 893IN 18/4 81s 211 IM 2001D9 3541bs 740 On 3741M 6641ba 946 Ra 341 Ibs 442104 560 0s 4 Anchoa Fg 1.1YMin-O.C./SlsndeN Waft.1) clip(F9.-2 4501G5 7009n N/A N/A WA WA 3801bs WA NIA WA WA WA 892Ibs Be5lb. 11201bs 4 Aa-h- 49 3' Min O.C. ! (2) 2c5 Amle pips f VID 3): 780 E 780 ns 6BD 7M 15B0Ibs 1898IDa 5401M 660lbs WA 760 ®. 748 Ns aw lb. Ian 1In BB21M 8891bs 112010s 2 Amhnrs@0.45-Wn.O.C-/ UCllp, inl0-125-AMn.(F19. 4y' WA WA WA NIA WA N/A WA WA WA WA WA WA WA WA 71505 1 Arxhar! F-Gip (FiO. 6g 1B5Ibs 1951bs 2251M 445IDS 822 Ws 135 Ibs 140lb, 1771M 370.Ibs tar lbs 322lbs 4731bs 170 Ma 721 IW 3B0 Qts 2 Mch ® 1.15' MIIL O F13iP (FlO. 6l: 240 ma 3501bs WA WA WA WA 190IDa I WA WA WA WA WA 341 IM 4421M 560 mo NOTE: FORTHE OFFSET CUP, USE THE SAME ANCHOR PATTPJLIN ANu Pmriurl FIGURE 1: FIGURE 2: FIGURE 3: -1 0 0 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE 6: mee ff;:� im 1��CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TABLE NOTES ANCHOR CAPACITY ADJUSTMENT FORMULA: (Df,„) X ( ANCHOR CAP..,,v,,,,,,1 . ANCHOR CAP.- MULUON CAP.,,,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.., THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2612021 By Miami-0a,5W Product Control �L11II111 /, 7 ANY LYNN • y(. ; No. 58705 "o E �� .�Z 13 T ATE F 'ONAL 'E A. Lft MIIV .ER, P.E. FL P.E.# 58705 Mull Lbngth � u, X C � N {-it u � 5 r W. C bi 3 X A � P e z ® O A ® c ®z O co m FT mrn 0 T T w C 0 m m ® 0ZI w p c C w N ® _ m m m (CR T m T O_ ® O CZ v m oAm, A ® ® N p ® w D 2 fn 2m0f/1 ��3 r rmllV m D 5T'1 G) (i1 g :.. C.fAmO1�m Ilr -ir D rm-m_ Z m 1'�n I, mm Zp (Ii rmD r�i y=�sm-i OOZ m o�DDOMH CFC o p^Z wZCZ (J r 5 pp Ni., m— Nz8 o m� mmFy1� B IEzi z mA F3 w w �gz� �f-Rw m yz -zi03000 '>SbO`z 3 iz o �N�am0, m�z F pZ DO�N�-3'I O�O ZOy O CO r O '� o Z�Ac3OCD_l OE7nr>r�o w -1 mhoQ C�iaw Dmcwy az m m S3 y ODyr O_ CD w w� V ZZjD O D D o wr0 M C1 C qqoa 0Q+orTi �^A mz s m d° y x� Z mOmm O :lID () -1 Z ODD wz A g yWyMM0 =cn w Z 3 m A p 00 D O A g Z0 o c3C�"7O Ow i > z =.C.'l1 =w m Z [2� lu b rtrtJJ Z w rnl0"1 'J wt-li O mo>N g 0m e 0 m� z 3 D0N p z 0m G' gg=$�� 'o c\ oDI o0cDiEozDEDi a yy L` r1fn1 P$ A O S=rr RZ PAC Z P N �p3-+m 5 r --11 �am6�opo g mmay 00 c m`GS m w N g ZwZ Fn fRn1 -i wo10z� � N C T F�p Azm?so'; n pop z z�=w-rlmpH 0 C m_o c oo '�zHFm A rn g—o a GJ o OW3 . Z r 2 On o �c n COPYRIGHT 02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED Vz Z;O D Ey, = y° not e: r :o pin F m Da IMPACT -RESISTANT ALUMINUM TUBE MULLIONS m;R\ .? u N Jo < 1 X 2.75 X .650 MULL SPECS v M0 2 J r N ig Saari Stala: Dra MNa Steal:Off. N CAAI- •. IV ; cl In �, _ m N/A N/A 6300JR 8 d 2 1070 TECHNOLOGY ORNE N 0 DR,m BY Data Clzchsd BY• Data: Rev. N. VENCE, FL 3e275 J ROSOWSKI 08/29/11 C (941) 4R0-1000 Rev. B7r. Dale: Revbbrc J ROSOWSKI 06/19117 NO CHANGES THIS SHEET, FL CERT. OFAUTH 12D2DB Mullion Capacity tIn am y Z Z o A C DN ym O v N m m a A Cat � g3 m O � O 3p g n m � �aa�aam�.m � g �sDav��•1 R yy pp w� D `DQD ° K . D� S 2 i � 8 m • o i�� 13 5 13 � D e D� D e c T .ea�se��a� m° o o'o' m8'� ua - Mullion Capotiotty Table flbs1R2 Opening Width CortetticaffpspaMrg muNors) or Opening Haight (for horizorbl0 ,spsnring mWfiols) - 501n Be in TO in 80 in 80 in too 8r 1201n 1401n iso hr V X 3.125" X ReclangNW Loadng Tmp/Tdan9- Loading Reemngd Loadn9 TreprTdang. Loading Redarodar Loadi g Treprrdarg. Loafing Rectangular Loading TraprNang. Leading Raclasgder Loading Trepr7hang. Lowing Rectangular Loadhg T.prTdelg. Lmding Racfenod" loading TraplPtang, Loading Rect4ng.w Loading TteprTllmg, Lcadnp Ractanswar Uadng Trep/Tdang. Leadn9 .600^Alum Tube Mull a o� =aa ryp^�G t- ri _� �a u u� � oN R oa �' s •s .� �'� ua s� r R u €� o. �, o'a rxg u �a m^ 6� Lso •��p', 3 � o _� gc ina .61 $ u a� 2: �gg Ga �e 27 v � u _ f� rg �e u9 �• u_ `� oo, Lio t o ci as R'e o F� t7 Sp � u u § E, 4�0 r� & u s== ��. ue t g S`� p os 8� 42 In 170.0 620 170.0R-1.0 744 170.0 475 170.0 B68 170.0 506 170.0 992 17a0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1802 W0.0 521 4a In 1740 703 1740.D 850 170.o SPA 170.0 992 170.0 630 170.0 1133 170.0 661 1740 1275 17D.0 an 170.0 1417 170.0 690 157.7 1577 170.0 00 136.1 1577 179.0 650 118,2 is" 170.0 Sao 546251n 170.0 747 170.0SO0.0 896 170.0 631 1740 1046 170.0 684 170.0 1185 1740 723 1740 1345 170.0 747 110.0 1494 170.0 TSB 141.7 1495 170.0 756 121.5 1495 170.0 756 100.3 1485 179L0 7`-6 641n 170.0 797 170.00.0 956 1740 Bel 170.0 ilia 170.0 764 170.0 1T15 170.0 803 166.1 1401 IM.0 337 149.5 1401 170.0 856 124.6 1401 170.0 851 106.8 1401 17D.0 581 93.4 1401 170.0 6H1 601n 170.0 BBS 170.00.0 1063 1740 797 155.5 1158 170.0 878 13e.7 1156 167.0 92B IMA 1158 156.5 617 111.0 1156 149.7 910 B2.S 1155 144.5 903 79.3 1158 144.5 9m e9A 1155 144.5 903 631n 170.0 93D 1T0.09.a 1049 170.0 a50 137.0 1049 155.5 660 119.6 1049 141.7 846 106.5 1049 1320 635 95.9 1049 125.3 628 79.9 1049 119.3 Me 0.8 1049 11a.9 Sig 599 1049 118.9 819 t an 891n 166.5 955 170.00.0 •&`5 151.3 604 118,1 855 133.7 789 1042 855 121.4 7T5 92B B55 1129 765 83.4 855 1044 757 69S 955 m.8 749 69.8 055 88.7 749 521 8 99. c j 72H 1236 Bm 13l97.0 W3 114.9 6e2 91.8 am 1ol.1 a70 an 603 912 B59 71.4 803 939 W9 642 Hm 78.8 642 57S am 722 632 l59 am 69.8 '628 441 Bm 69.7 fiu 76 in 109.2 721 114.1.0 721 07.0 816 78.0 721 at 605 68.3 721 76.5 595 601 721 70.1 5ae 54,6 721 654 579 45.5 721 59.4 50 58.8 SO4 34.1 721 58.1 5m 78 N 1019 684 105.E 598 81.2 684 89.4 587 722 881 76,6 576 63.1 684 TOA 567 56.1 6a4 84.4 SSH 50.5 886 59.8 551 121 684 51.1 $41 51.3 53B 31.6 884 50.6 536 W in 8.9.8 5J4 87.9 4. 51.1 114 579 448 47.0 514 50.0 440 41.1 514 44.6 433 38.5 5t4 405 427 72-8 614 37.1 421 2M 514 33,0 412 344 408 24B 514 29.0 403 981n 542 452 55.7 404 45.2 452 47.0 396 38.7 4S2 40.9 390 33.9 452 36A 384 30.1 452 32.0 378 27.1 452 30.3 373 729 452 26.6 385 J19.4452 24.2 359 /5,9 4S2 22.8 355 36.1 357 38.9 322 31.7 39 327 317 27.2 357 20A 312 23.e 357 25.2 308 21.1 357 227 303 19.0 357 20.8 299 159 357 18.0 293 16.2 287 11.0 357 15.0 283 III in 35.1 338 35.8 30a 29.2 378 30.1 301 25.0 336 28.1 2B6 21.8 778 23.1 292 19.5 33a 20.8 2B8 1T.5 33B I9.0 284 14.fi 338 1fi.5 DB 14.8 R73 11.0 378 139 269 hr 27.7 288 262 283. 738 17.3 169 18.1 252 15.9 289 16.3 2!9 13.8 2B9 1l.9 248 11.8 2B9 12A 240 11.4 23& 8.7 269 10.4 232 1HDLC JO MchorCa ae Table (Ihs) SIX5tra1E 27K Cori 35k C.C. I Holm CrdU FOed CMU I PTWood Metal 6'11'Elco V4•S9 FJeo 5'16'Elco ifIsii.11l 7110 . .251W M"ad Anch"COp Pabnms HlKnran 7ypE 3/1C EIco UOratm V4'E1:ouamcon U10aco0 316'EICO Unracon yr l:teuwacDn A99eG9=r URrdCen AggrcG>Qor Scn:W(MSllW(361 Scm1'(a51 Edge tlslarcepnY 1' 2-VZ P 2-1/2• 340 Y 2.11T 1- 2-V2• 2- 3-W 2• 1 0.48' 0.64' 0.32C Emticanecd n. 13/4" 11v4' t&4• 13/4' 2• 1-V4• 1-V4• 1.114' 1-v'r 1-114' 1414" 2• 1 13B• I-W saxes 2 Mchas @ J.1S MIrt QC. / SiaMalJ tt 0661 Cllp (R¢ 1Y 3901hs 39] 98 4`.O lhs B9D Itb 164i 0s Z701D9 2e0154 354 Ins 74D Ite 374 IDs 664 0a 946Its 341 Ihs 442Ins Ox 4 Arch- g11.15' NIR O.G / Stardom (s O(hef)Cep a 480 Ore 700 pa NIA WA WA 141A 3P9 Rs WA WA ILA WA WA 6ffiIhs 865169 1131 IDs 4An:ln/spy?MIR O.C.1 (l)2s5 Argl_ClipsJ0LB 3Y 7B0 in so le, 1H96IDs 54a 9ss 6601he N/A 7601ts 7451m S60Im 1992Im fi321Ds BaS 4s 1120I� 3Arclnrs®0.45'MIn. C.C./UCOp, loin .125 ABr41Fl¢tY NIA �1�111111A WA NIA N/A WA WA ILIA N/A WA WA WA1 Archon Clip (Rg 6Y 195 Its 445 no a22ft 13503 140Ito 177 Ds 370Ins 1871as 3321h WA N/A NIA tm lm NIA NrA N/A WA WA 9dtIM 4421e1 5®IDs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERNANDANCHL/R VALU=AJ 1ne 1ANUAs1u Uur. FIGURE 1: FIGURE 2: FIGURE 3: -6 -1 0 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE 6: 4NCHOK =ANCHOR CAP.,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. i w N C FN- m U Z PRODUCT REVISED mplying with the Florida Building Code NOA-No. 17-0630.01 Expiration Data 05/26/2021 By TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALL(EIWABLE. 3125, ��L1 Y LY 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. ,• V10ENgF • ;�� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. P�'� J FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. No. 58705� 'S�• -7 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED C-90. WOOD SHALL BE PRESSURE -TREATED _- '9 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' 1' X 3.725' X .5' MULLION THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT ' (1"VF MULLION) .✓, 1 �` T ••. 4(/� '•. �ORIOP.•= �� LEAST,125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #1D & #12 ANCHORS INTO WOOD MAYBE STEEL, 1" S.S. OR 410 S.S. (C A.�LYNNIK" P.E. FL P.E.# 58705 m m O �z��m�o m ytn T m O C v « � a a 3 `R IH ® � S � z ��f°a�o�n° o 3m i3 Su�'iu ��(3� 0 � "' � s g m ry m as v m�,'x.:3y� R R O ao�as � � m�oo�m R u �o'mk''t, a a b 2 pp++ pp � g a na=sS s ��I $ S 9e fps « Ala C @ P« $« mN a �cc�ryxea�«�� o " o i5 � b •�' S�' � u" '�' �1 Mull Length r' � D A 0 = A 5 9' o �i + eAuRon Cepadry {± Anchor Capacity Required Pbe) = N � 6, � � 1w�Cepaclty � 5 M Iror Ceperlly Required Qba) }n m iyynfop c e � 8; ,�, o o � 0 o MWIIm Capadly Pby�) a� S BQbsJ� Roga4ld m e o 0 0 o Slu'Aan Capacity Pb�R� y �'81 B Y N 3 9 °� �� m�= 8� m Rewbed �) H m �. m .[mnni � bi INo 0 0 MWlletl CapWy o Pba/tltl) 8 � � Qo R �B�BPpyIAY o E P. y ; MWIkn Capaciy 3 + o � o u o N m )ai @ S � Yi p� i b A Z • ° •0 m r ' In m m p N -4 to • _ m n Q • O C • T !TA • C m N 0-044 • m m • 2 m T T m m • c • • P5 c o m m m z • N " z • .. ° Oic • • x • •o Anchor Gap.a • • c m • m z A • • O • • rE! O _ a O m c r m • • m T • • inn C DD (( • hs • Z� O84COW N 2-' D mm pl 0ZAAuciiAm OM in m �m Oz O �iym (AOC D N(D Z O>°ZI�i7 �Fz x bm zpzDm°$ a °z� vm -103� 0 �Z3 p G)C� 49 F; �zz ot� 5 'T Oycx_0 mr mz °°z��pZ z� 3m TNx OOff, '0=!7 to DuL, �00 CL CO ,.i n0 0Z� 3 pz In a90T �G)Z C ZC y ZpA z3m Im �z c�K NmZ z =° Nz�ao rn = yoy oo X Nor � ox ZfA to m N�^ mfn m 0 N NfADaSNv �"' A Az m�,Pn Ao �°R o ONt�irOT 0A Z x rOC3�O= y .n �C m2[ZA xd "' A�0n >FFoc p 6m3mF Z4 to •_l30 zp r o80�g =N ° Zooc°m jS M-49a° nam ° �g c °c-4 zni � g �R fn $ 11nn '0 D=-D-1T my O 0�°OOZD°= X A i Cd rtl O m� P >,7A= XOO@am� C A D rb 00 N 9O.PKLC;09a O O ° ox a :C m �p�<-I�ttlms z x0-0 1„�mDm�pOmOd m o oCn3�nv g'o -I 3 w Z �v 3 �30 � --1 c '+ Z O n> 003�y2rxrl D m 3X>pg m�-nG DZD O FX o IxIID 2 3 Ay= p C pzz N N o c n A a ; '�i -. 'Vj o o . •s �7 -{��J : p� '. O 7 OS O COPYRIGHT C 2017 POT INDUSTRIES. INC. ALL RIGHTS RESERVED in gD :A `�,J m:r- c m m IMPACT -RESISTANT ALUMINUM TUBE MULLIONS p DesClpibn: m :y "� ' '�:.z N 3 N sanen: 1 X 4 X. 5225 MULLSPECS 3 snla� Pff N �'' 2 `. ' �� : N c ;, p NIA NIA 6300JR 10n+ 25 i,C�A ••...• •n^r� ` w O 7070 7ELHNDLDCY DRIVE T ! Drarom By. Dale: C rocket By: Data: Rev. M VENIC[ FL .Y4a75 o a J ROSOWSKI 08129/11 C (94f) 40-1800 'y nl f l l l l l lh4l b Rev.O . Daly. RMBbn: J ASOWSKI 06/19/17 NO CHANGES THIS SHEET. F�cERT. op AUTHk29296 MIA oin ZO r TABLE 7A Mullion Capacity Table (Ibs/11) Opening Width (for %eNcelly-sparring mldons) or Opening Height (for hodzontallyspanning mullions) 501n 60 in 701. Win 901n 1001n Im N 140 in 1601r, 1 x 4 X.375 P-L."gular LoadM WpRrlanV. Lowing Rer�nu der Loadn9 Trap'Tdang. Leafing ftectanpular La7dh8 T1aplTripn9 Loafing Rectanguar Loading Trdp/Nang. Lvadn9 Reden9ular Imding TmWidanO• Loading Rectangular IaaAng Tmprrdmg. Lcsdng Rectenoula Loodng TrapfTflmg. I.-Ing Rectangular Loading Trep/Trian➢. Lsedng Rectangular Loadng Trap/Triang. Loadln0 Alum.Tube Mullion 3 �x �8 eE o� r �a $ v 8 _ J p v ,. $ = 23 eS 6' d`K = 8a `'�tl So oL^ c� ¢`z5� 3 L 8 9 gg 8 3 �i v-9 am 3 6 fir ¢`i 4 �� fc qg 4i ` �� is € d u �- ¢`¢ 8 E p a'E as 3` a� gg d¢ r ci 6 9 � r �. 3 35, 'u d`¢ r 8 €� �� c { 2 iri ¢¢ r 6 8se2 5' b^ �o s^ € G ¢ g 3 !� ]5c s s -$$ d`c' S -$ �c -. d ¢ �1" m 3� gc } d� t3y 3o 3 e g 2 d¢ 421n 170.0 620 1740 435 170.0 744 170.0 47S 170.0 888 170.0 506 MAI 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 Will 170.0 521 170.0 1736 170.0 521 170.0 1983 170.0 521 481n 170.0 708 170.0 524 170.0 850 170.0 5" 170.0 892 170.0 B30 170.0 1133 1".0 661 170.0 1275 170.0 677 170.0 141T 170.0 680 170.0 1700 170.0 ISM 170.0 IM 170.0 880 151.8 2024 170.0 680 50.6 Sin 170.0 747 170.0 563 IM.0 696 170.0 E41 170.0 104fi 170.0 654 170.D 1195 170.0 T23 170.0 1145 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 766 168.0 1919 170.0 76B 1345 1919 -170.0 756 541n 170.0 797 170.0 612 170.0 S58 170.0 6 1 170.0 111& 170.0 754 170.0 1275 170.0 803[142 1434 170.0 837 170.0 1594 110.0 9M 159.9 1799 170.0 861 137.1 1T99 170.0 %1 120.0 17% 179.0 861 6D In 170.0 885 170.0 701 170.0 1063 170.0 797 1740 1240 170.0 678 170.0 1417 170.0 $44 1504 170.0 9% 165.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1041 972 i019 170.0 1063 631n 1T0.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1075 1542 170.0 1W6 141.0 1542 110.0 1122 117.5 1&2 16e.5 1158 100.7 1542 167.9 1167 99.1 1542 1879 1157 L 661n 110.0 974 170,0 789 170.0 1169 170.0 I 903 170.0 1364 170.0 1002 190.6 1472 170.0 1086 1472 161.8 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1100 91.8 1472 146.0 1104 80.5 1472 148,0 1104 761 a 721. 170.0 1063 170.0 .878 170.0 1275 170.0 1003. 150.8 1320 -166.2 1101 1370 1320 149.0 1042 1320 137.8 1D66 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75a 1320 112.8 1013 66.0 132D 112,5 1012 c Te In 170.0 1122 110.0 M7 149.6 1184 159.4 1013 178.2 1184 139.0 994 1122 1184 125.7 978 1184 115.3 864 69.8 1184 107.9' B52 74.8 1184 97.6 935 Ski 1184 93.1 927 56.1 1184 923 925i66.1 1124 170.0 %7 138.4 1124 147.0 965 118.E 1124 128.8 947 t03B 1124 115.fi 931 1124 103.8 318 83.0 1124 %,5 9% 692 t124 89.0 8B0 59,3 /124 Bra 887 61.9 112t 832 8T8 90 in 108.1 844 1115 750 90.1 844 96.3 736 772 844 921 724 67.6 844 74.3 712 6D.1 844 66.5 702 54.0 844 B1./ 693 /5,0 B44 54.2 878t3i.8742 50.0 668 33.8 BH /7.T 662 %in 09.1 702 913 663 T42 T42 77.2 652 63,6 742 fiT2 841 Si7 742 59.6 631 49.5 742 54.1 622 M.5 74 49.8 614 37.t 742 43,6 600 39.8 490 27.742 37.6 5B/toe in W-6 585 619 63D 521 586 53.8 S21 44.7 6% 46.6 511 39.1 686 41.4 505 34.8 586 37.3 499 31.3 SM 342 492 26.1 586 29.6 481 26.6 472 19.6 US 24.7 466III In 67.6 555 58.8 503 48.0 555 49.5 495 412 555 429 487 36.0 656 38.0 480 720 655 342 673 20.8 655 31.7 46T 24A 555 ZT.1 457IBA563 22.4 4i21201n 15.6 475 48.! 433 38,0 475 19.0 426 328 475 33,7 420 28.5 475 29.8 414 25.3 475 28.8 499 147 3B7 14.5 475 17.2 381 1441n 26.4 330 M7 305 220 370 224 Jm 18.8 330 19.] 297 183 J30 17.0 293 TABLE 7R Anchor Ca acl Table Ibs Subetnsts, 27k CO. Me, 3.51t Cenc. Hdlovl CMU Filled CMU PT Wood Metal Anchor Clip Patters A °rType' LIE El.. Uleevon 1/4' Elco UBracan 5'Is'FJco U1�� 3n6• F]oo Ultrason tl4• Elea UOraepl 114'SS Elsa AgOreGetor LIE Etco Uieszon 1/4'SS END AggmGablr 9f0 Steel. 8- (G5) #726teeI Screw (G5) #1281ed Saew (G5) Edo Mcance(10 1• 2-I(C 1• 1 2-112- 3.118, 1' 1- 2-Ilr r 3-11W 2' 0.48• 0-4• 0.324• Embedmanl (mj I Vr 1-314- 1 1.U4• 1-3W r 1-114' -1/4' 1-114' 1-1/4' 1-11P 2' 1-LE 1-3W vedea 2 Anchom 09 4.75 Mtn. O.C. / StarAa w OMe. Cllp (Flg. 182j no 10s 3931bs 450 tics 8%IW 1644 to. 270 lbs 41as 74D bs 3741ba 6541DS 9401b3 NI bs 442 06 SBO IW 4 Anehom dD 22S Min. O.C. / Mandate! (or Met) Olp (Ric. 3j 700)M 7001M 580 Ibs 14101M 0520. WA A 630 Ibs WA 880 IM WA 6021. 8W Ibs 1120 ms SAnehom a MY Min. O.C. I Standard (or Opel) Clip Pg. dj 980lbs 1400lbs WA N/A WA WA A MWA WA WA WA WA 13631bs ITN as 2240 0s 4Anvtvrs 7' MID O.C./�2t5An91epips1(FIB.5j 780lbs 790lbs 680 IM 1500 IM 18881bs 540 IM A 760 IM 748 IM 8801M 1892Its 6821bs 8B5 IM 1120 ice 6Anchors03-Mln O.C./M2s5AngleCI!ps1(FIg.6r 11701be 11701bs 10LT IM 23491M 28M IM 6101bs WA 1140 lb. 1122 M 1320 Uis 2838 Ibe 1022tbs 1327 Ibs 1880 Ibs 4 Ancf-§O.rE h1h O.C./ 11431p, Inlo.125• Al m.(Fig•7j WA WA WA WA WAWAWA WA WA N/A WA NIA NIA 1430 me 2 Anchors ® 22P h96 O.C/ F-C[ p (Fh. 6j 350ms3501be 2901bs 7051M 476 ¢s WA WA 315 bs WA 440It WA 341 b. 4421M 560lbs d Anchao 1111 ,15 Min. 0.C/ Fop (Ric. 9t 480 Bn 70 1b- WA WA WA WA 3101M WA WA WA NIA WA 682 ms BBS Its 11201M NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE9: L [L-J FIGURE 6: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (D �) X / ANCROR c AP. a„� _ANCHOR CAP.- \MULLION USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO SEA MINIMUM GRADE 33AND .M' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL- #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED 2 5 corptying with the Florida Building Cade NOA-No. 17-0630.01 Expiration Data 05/26/2021 INK LYN/V ••�( SLc •�(�� No. 58705 S ATE S7 '•'4ORt0p- A YNN JY114hO, P.E. FL P.E.# 58705 TABLE 8A Mullion Capacity Table IbshY) Opening Width (tor verdraltyspanrelyd mullions) or Opening Height or hodwrialt7-Spanning muDons) SO In So in 'N In 60 N go In 1 100 N 120 N 1401n 160 in 126" % Reetan9dzr Loading Tmp/Ta,g. LOadrg Redeng tiv. La4dn0 Trapf0lang• Loadng Rectangular to zo Tmprol'o. Lg4dng Rectangwar L9adn9 'R p/Tdang. lnedng Rectangller Loafing 7FapRnmg. Lwdn9 Redargulu Loadn9 TmpfTdeng. L-2ng Rectengdaf Loadng Tm ndang. L9adhg Rectengum Loafing n pRtlang. LeadNg Rectangular Loading TmprManii Loading 3.188" x .265"Alum Tube u6 M&`To- 7e �' s8 2io r$ c9a Is a L• g de �rc S c9 s'o rr c7o �� 2 d 6S �� f3` d`rc S 8 sue. T 1io �rc 2` ci ao D S e 2 43 s 2! 8 ¢ 2• 13 � 2 8 5�a arc 2$ S D 3g z 2g• i1 5� �L•^ 88 t �¢ L 2 <ii1 d� a i3 �g f� 8 IS rc 8 �� . �� i9 O` 15� p 6 c9 v` 8 t3� 5�r, c5 E� Sv� 5$ d s fSe 53 42 in 170.0 820 170.0 435 170A 744 110.0 479 170.0 868 170.0 506 170.0 992 1TO.0 519 170.0 1116 170.0 521 17D.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 151.E 1769 170.0 621 481n 110.0 TOS 170.0 524 170.0 850 170.0 U4 170.0 992 170.0 630 170.0 1133 1TO.0 867 170.0 1275 170.0 677 17D.0 U17 170.0 680 154.8 15" 170.0 680 1327 1548 170.0 680 116.1 1548 170.0 680 SO,6MM in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.1 1115 170.0 T13 170.0 1345 170.0 747 167.0 1458 170.0 756 1392 1468 170.0 756 1193 1468 1TO.0 756 104.4 1468 170.0 755 54 N 170.0 797 170.0 612 170.0 950 17U 1 1 170.0 1116 170.0 764 171 0 1171 170.0 903 163.1 1316 170.0 837 146.8 1378 170.0 856 12Z3 1376 170.0 861 104.8 1376 170.0 961 91.7 1376 170.0 861 170.0 885 170.0 701 170.0 1063 170.0 797 1589 1158 770.0 878 139.0_ 1158 187.4 830 19,8 1158 156.8 919 1112 1158 150.0 912 92.7 1158 144.6 DOS 70.4 1153 fµ.0 905 69.5 1158 1µA 905 /70.0 830 170.0 745 160.1 1051 170.0 850 1372 1051 L`5.9 062 120.1 1051 1420 846 108.7 f051 132.3 837 9&1 1051 I25.7 WO 80.1 1Os' 119.5 822 g6b 1051 118.1 821 60.0 1051 119.1 021 L167.1 957 17a.0 789 13g.3 957 151.6 805 119.4 957 134.0 790 104.4 937 121A 777 92.8 957 112.8 767 83.6 957 106.8 759 69.6 957 100.0 750 69.7 957 88.0 748 SZ2 967 88.9 748 c126.7 0 e04 1352 6M 107.3 804 1162 684 91.9 ON 101.3 671 80.4 804 91.4 660 715 804 84.1 650 94.4 9p4 78.9 643 63.8 804 721 633 46.0 604 83.9 US 40.2 804 69.6 628 ID9.4 722 114.4 630 912 722 972 618 782 722 85.3 OOS 68.4 722 76.7 596 60.8 722 70.3 588 54.7 Ta e3.5 58O 43.5 722 M.5 570 39.1 722 56.T 568 342 722 58.2 564 101.2 685 105.8 Egg 84.1 685 89.6 568 723 685 78.5 37i 83.3 685 70.5 568 662 885 64.5 560 50.6 685 60.1 553 42Z 8&5 64.3 648 36.2 685 61.4 577 31,6 665 50.7 376 In 659 518 0.0 457 54.9 515 57.5 449 47.1 515 50.1 441 412 515 µ.7 434 36.6 515 40.6 425 33.0 515 31A 422 275 515 33.1 413 23.5 515 30.5 407 20.6 515 29.1 404 543 457 53.6 404 45.3 153 47.1 397 3&9 453 41.0 391 33.9 453 36A US 302 453 33.0 379 272 453 30A 374 226 453 25.6 W6 19.4 453 24.3 360 17.0 453 229 356 38.1 358 39.0 323 31.8 358 32.8 319 27.2 358 28.4 M3 23.8 358 25.2 308 212 358 22.7 304 19.1 358 20.3 300 15u3 358 1&O 2M 35.1 338 35.6 306 29.3 338 30.1 3D1 25.1 338 26.1 297 it 338 23.2 293 19.5 335 20.928917.6 338 19.1 265 27.8 290 26.3 264 23.2 280 23.8 260 19.0 290 20.6 256 17A 280 182 253 15.4 290 16.4 24916.1 201 16.3 18fi TABLE 88 AnchorCapacity Table (Ibs) S=Mte: 27k C71c lde 35k Cane. I Hd-CMU nedCMU PTW0o0 Mda Ancho7Clip Patterns aid-'ypc We Mco Uft=m U4•EkOUilrecon 916'EICO UUmcon SM6•FJ4D Ubao1 Vr Eke Ubazce v4•SSBcO AggreGator &Wf3t0 Ullacon 1/CSBHco A99mGad 010 Sled S-(GS)SCa #12st.1 (GS) 012 Wet! Sc7ea(Gbj Edge LY9tanCe(Np 1• 2-11z 1• 2-V2' 3.1/6' r 2-112, 1. 2-v2 2' 3.10 z 0.46• ASC 032C E9ltament Mt 1314• ISI' 13f4• I-Yr 27 1-vs• 1-11C 1-1C 1-VC 1-114• 1.1111, z ITr 14fr rates 2AncrorsQ4.75-N8n O.C.ISlantedtr Or-8alpgag 1Y 390IDs 390 ire 450109 ago its 1644IM 270 IDS 28D bs 358 bs 7401bs 37a bs 41 IM 4421bs 560IS 4ArcnaS Q7.15NMO.GIStznaant(nLYBeQ Clip(Rg2Y46010.s 7W ICa WA WA WA NIA 3W 0s N/A WA N/A '0' e&5 its111E InS 4 AW5; Q r MN. O.C/ a) 2c5 Argle Gips 7 (Flg 3Y 7W IM 760 86 680 bi 1369Im 189G IDS 540 b6560 b6 NIA 76D Ito 7491bs 82Its 885 bs 1120 I69A-" Q 0.45-MIn O.C. r UCOp. Int0.126AIDm. (Rg # WA WA WA NIA NIA N/A WA NIA WA WA MRIA N/A WA U330s -P"g. 5Y 10 IDS 101. 225 ba 4451. 822 Im 135b5 1408e f77 b3 3701ts 1871b. 170 bs 221 IDsQ1.15NllnO.C1FCUP 96Y 24010s 350 Q0 NfA WA NIA N/A ISO MG NIA WA 341 ®3 4421Lm 560 bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE & FIGURE 4: FIGURE&: no.: ANGLE CUP MUST ® ® BE USED IN PAIRS. FIGURE 6: ANCHOR CAPACITY ADJUSTMENT FORMULA: M (DP,,,)X /'4NC ULLION HOR CAP.,.®,,,,, =ANCHOR CAP.,,, ` CAP.,,,,.., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACrT Y REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 Miami-0a roduct Contrci 1111111I 111 rff7 t,\CENS� �( ' NO. 58705 S �'•, S FJT :•�'� �� 33 ."•�.ORIDP•. •'G\C��: i 70AIAL 10N1�\`• A. LYNN MILLER, P.E. FL P.E.# 58705 I. 4 i s 1 l 1 1 I i 1- 1 3_ • •• i 1 11 - • 1: : 1 ': i •- i C 1 •' � • i �Enlm ®MMEM ®®m�EiWIM��m9M®IMMEM �6�1m®MCO0®WCOm .mmE©Imm®®I®MIME! ! m,®m®mmm�m CO® m ®mMlnE31M �Mmmfwm mimm®m Mmmm WMEM m�EMMIEME ,um m® men mEmm mm�mnmCMmmmnm�m,®mnm n®�j� mm,mmmmmmmn nmmm m�IMEM m®mmmmm ®mmmImm CO COWED COME MIEM® Cum��m,��E mM��COMED EM ,n��m Mn.. : ;��Cu®= ��ME�COMMEM meow EOE3= COM-mCOMMEM �nmm mmm Comm mmm®m®mCOMES ,cam=ED COWED ®mnm nmmm MCOMICS M® EMED MEElmM M. ED COMM COW®m m1�®®mm n®nm n®®m ®mm n®mEM MICH ;®®®minion EUMmm Mmnm nmm�nmm®�m®®nm®m m=ED COm®n®mn®,-mmm ��,}� -_-_,---- I•Y'i�rmmm,m,00®m,®m�mmmmm In inOnmi----:----..---_ �mmmm®m®m'i-mmimmi ---.------------I--m-m_mm _--- I AULt Sty Anchor Ca aclty Taple Ibs Subs091e: 2-7k Conorele 3.Sk Cow. HoOew CMU Filled CMU PT Wecd Metal Clip Patterns AtmhorTyye: 3/t6' Elw Ullmeon 1/P Ebe Ulbazan y1t a. Uimsan 3116' 0- Ullmeon 1/4-El- Ullmeon 114' SS Elco A00reCalw 511B• Mee lBUecon IM 33 Be. ApBfeOsiw 010 steel screw (GS) 612 Steel strew (G5) #12 Gled SoreW (GI) Anchor Edpe Dlafall4e (fn): 1' 24/2' 1' 2-VT 3.//B• 1- 2.112° 1" 2.10 2• 3-VW T 046' 0.54' 0.32C Embedment Ont 1.14' 13'4' 1-14' i-w T 1.1/4' 1-1/4' 1-114' 1.114' 1-114' 1 1-i/4' T 1.VW I-&W vies 2 Arnhom a 4,75 MUL O.C. / standard er Offset Cap (Fig. 11 3BO Ws 3W Ibs 4501bs 6701bs 1614 Ws 2701ba 2W Ibs 354In 7401bs 3T4Ibs fi64 Ws 945In 34116s 442 in 560 In 4 Anchom®1.1b-wmO.C. l standard (or Otset) Ctp(Fig. 2) 460In TW Ibs WA WA NU WA 3W lb. NA WA NIA WA NA 682In 885In 1120 Ws 4 Anahoro (g 3' MIn. O.C.I V) 2s5 AnOia gips / (Mg. 3) 780 in TBO Iba fifi0lba 1660 We 1B08In 540In 5601be N/A 7W In 748In 8831. 168210 M in 8851na 1120In 3 Alahom ®' 0.64° Mm O.C. I UL Ip, hto.10T Alum (FID. 4k N!A WA WA WA WA WA WA NtA WA NIA NIA NA WA N!A 650Ibs 1 Anahw/ FLAP GI2. 5j ' 185 We 1B5 Ws 225Iba 445 We 822 Ws 135 WI 140 Ibs ITT IR 370 In tar [be 332 Wa 47316s 1T0 Ws ?21 Iba Zll(1 lbs 2 Mchas @ 1.15 Min O.C/ F471p (Fle. eT 240 Ws 350 Iba WA WA WA WA 1 W Ibs WA WA WA WA WA 311 Ws 4/2IDs 580 Wa FIGURE I: FIGURE 2: FIGURE 3: re 0 FIGURE 4: ' FIGURES., ANGLE ANGLE CLIP MUST ® ® BE USED IN PAIRS. FIGURE 8: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 055. ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF.100'THICK. STEEL STUDSTO BEA MINIMUM GRADE 33AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. i1`Ll.rr V R r.N�Na.r r I (DP„) X l ANCHOR CAP-„m„"„•� o ANCHOR CAP. — `MULLION CAP.,•v,,,,,• USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1.250" 3.250' .100' 125'X 3.25'X.10T MULLION FOR FIELD -MULLED UNITS F-1.250-1 3.250' .11OD" 1.25' X 3.25" X .10U' MULLION FOR FACTORY -MULLED UNITS h a PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630"01 Expimuem D.tt..9555/26/2021 By —ollll 1117r. ... L..... �`��;.•' LICENSE •.�(� �. * No.5&705 `� O� S ATH F� • �: f�NAL EN o`�\` A. LYk eL N, P.E. FL P.E.# 58705 l _ ®�MW EM10� .. mmm ®��MMMEMIMMM � 1 C31 EMM®IMCEM ME EME39M. IMM� ®EMIMM®' ®EMM® 1C5®MMIMIM®ESI ,EnMEM 2MMEZIMMM wmw 11 W==WM==v3 MEMO W. EnImm ima I AC Lt 1UC Anchor Capacity Table (lea) SUMtreI¢ 27KCoMW 35%Cart. I Ndlax rl4U MW CIAU PT Wan Mehl Y16 EIc0 Vd'SS Oco Y1fi'Eco 1/4'8SEIco 010S1ea tnzs el flasteel A00hOrCIIP Pattem0 Mc0or 7YD &1B Dco lntem yr EkoUAecon UNacon 3HP Oco lAtrdtal V4'FJco UAracon A0()reGtmr I UA1acm A99re38tOr 3cRx(G5)aR?N (@5) 39IeNVGq E1111111ame(in', I- - 2-Vr i' 2-1V 3-1/B' 1' 2-V2' 1' 2-112- r a-11W r 0,46• 0.5r 0.32d' E.WdlneU 1-aW 18'4" 104' I_vr r 1-114• 1-V4' 1-1/4' 1-Vr 1.114• VU4' r 1-3'a• 13'a' vales 2Mcron 4.73' Min O.C. / Stafdat0 rrOflsel Ctp (R4 1Y 3 15a 3A0 ms 450 a>s IDO Im 161415! 270Os 2601% SM IDS 7401M 3741DS 654 Bdfi IRI 3410! -0d2 0! 56010! 4 Atpn ri ®1.15• Min O.G I St—ld (or dlsel)C8P (R0. 2J 480 0S 700 O! WA NIA NIA NIA 3W it. NIA WA tNA WA WA 6820S Ba5SM 0. 11211D5 4AMhoM07 MIn. O.C./- d5Ar01e."P.I(Rg 9). 7801os 7800E 68D10s 15M IN IBM%IbS 5400! 5W IDS WA 7601W 748Im 8801� 1e92 ms 6fi20s 885 px 11201D4 3Anc1nmp0.54"MAL O.C./ UCIIP, Inlo,100^Al�m (Fl2. 4} NIA WA NIA WA NIA NIA WA NIA WA WA WA WA NIA WA ' 9501Ds TIMM FLAP 01g 5} 105103 195 m9 22505 44524 8221tn 13515! 140 M, --alb! 3701te tat lbS 3321Ds 473 ens 17005 22.10a 20D 0a 2M=M @ 1.16' MIn 0.C1 F4;A (R9. 62 240 OS 350 01 WA NIA NIA WA 190 An WA WA WA WA WA 3410s 442 W; 560 OS FIGURE 1: FIGURE 2' TABLE NOTES: ® ® ® ® ® 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ' 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE ANGLE SHEETS V-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. ® ® ® BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND NF TO ASTM G90 WOOD SHALL FIGURE 4: FIGURES: roe FIGURE 6: GROUT -FILLED CONCRETE BLOCK UNIT (Cb1U) SHALL CO ORM BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF ,100' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,"") X ( ANCHOR CAP.,„,,,,,,,\ =ANCHOR CAP.— MULLION CAP.,o„^.,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITK)NAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 125' X 3.25' X .524' MULLION FOR FIELD -MULLED UNITS PRODUCT REVISED as complying with the Florida Building Code NDA-No. 17-0630.01 F-xplration Date 0/2612021 �X;`r .' `1GENSF'• �� `.* No.58705 0 % STATE Op " ' : (Vou� "LORIDP..''G��: A. LYNN MILLER, P.E. FL P.E.# 58705 IHtlLC IIH Mullion Capacity Table (lbaflr) Opening Width (tor venicely-spammtg ml6orts) orOpening Height (rorhoriiortaBybpalming mWTiom) SD in 60 in 70 in 00 In 90 in loo N 1201. 140 N ISO 1n 126 X096 R.e.gular Loading Trap/rrtang. Landing Recungular Loadng Tmp/rdang. Load g RecungWer Leading Trap?dag. Wong Rectanguly Loading Trepf7dang Loadng Renangtder Loading Trep/rdeng. Loading Recrang t., L4adN8 T.#Tdang. L4a4N9 ReeurWlar Wading Tuprrdarg. Loednq Racl"A" leading Trap'rdeng. loadg Radangdar Loading Tup/rdeng. LoodiS x .624 Alum.Tube Mullion E o .. a E-. -.- �c f@ '3 ...�.. d20 6`rc a �� . dr¢ .� .3@ ar. �2. �¢'@ B_ s€ G¢`'@. u �.. �€ d`¢ E m E� •E .. ell Q¢`@ a m _ a@ do ¢` a �'+✓ .a m S@ d`a 5 s@ S-. �€ d`¢ a �• f@ g$ d`¢ 5 E@ �.. S� $rc 9 a I� =.. Ug t'P d`�€ 'a u' te ..@. <`� 421. INN 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 124D 170.0 521 170.0 1488 170.0 921 170.0 1735 170.0 621 1MO 1983 ITOA 521 481n 170.0 TOO VIA 624 t70.O 850 170.0 584 170.0 992 170.0 . 530 170.0 1133 170.0 661 170.0 1275 170.0 6T7 170.0 1417 170.0 600 170.9 1700 170.0 EB0 170.0 1983 V0.0 SAO 1710 22Si 170.0 680 50.625in 1T0.0 747 170.9 563 170.0 696 170.0 631 170.0 10d6 1T0.0 684 170.0 1195 INA 723 170.0 1345 170.0 74T 170.0 1484 1TLO 758 170.0 1793 110.0 765 170.0 2092 170.0 766 170.0 2391 170.0 756 541n 170.0 797 1700 612 170.0 9S6 170.D 691 1T0.0 111fi 170.0 154 1T0.0 127S 170.0 003 170.0 U34 170.0 837 IWO 1604 170.0 056 170.0 1913 1740 091 170.0 2231 170.0 861 160.2 2403 170.0 861 60 in 170.0 B85 170.0 701 170.0 1063 17O.0 797 V0.0 1240 17U 872 170.0 1417 170.0 AM 170.0 1594 1T00 996 170A 1T71 170.0 1033[143.0 2125 170.0 1063 1463 2193 170.0 1063 ULU 2163 170.0 1063 631a 170.0 230 170.0 745 170.0 1116 170.0 BSO' 170.0 INN 170A 9!d 770.0 1488 170.0 1.15 170.0 1673 170.0 •1076 110.0 1859 170.0 1122 2068 110.0 1165 134.5 2060 170.0 1171 117.7 20fi0 i7DA 1171 m 66In 170.0 974 17021 783 170.0 Iles 170.0 903 170.0 13U 170.0 1002 170.0 ISM 170.0 WAS 170.0 V53 170.0 1155 170.0 1948 170.0 1210 1969 170.D 1276 1223 196E iTOA 12B6 1072 1966 170.0 Iro6 721n 170.0 1063 1T0.0 g7B tT0.0 12T5i70.0 1009 170.0 7488 170.0IVA 170.0 1)DO 170.0, 1228 154.1 1Td4 170.0 1316 138.7 V34 1518 13B6 1734 MIS 1364 99.1 1734 15OA 1352 AV I741 150 Io T61n 170.0 1122 170A 437 170.0 13d6 170.0 1080 1685 1556 170.0 1209 147.4 155fi 1652 1205 171.1 1556 151.E 12fi6 1179 1556 K1.7 1257 1556 128.7 1729 8a2 1536 1723 1219 T3.7 1696 1212 1216 781n 170.0 1151 170.0 967 170.0 1387 11"1116 156.9 1477 169.3 INS 136.4 1477 162.0 1224 121.2 W77 139.1 1206 103.1 14T7 129.5 1191 U77 116.9 1160 779 1477 110.8 1168 602 1477 1033 1164 901n 1420 1110 1465 9B6 118A11111 1239 968 101.6 1110 1079 951 868 1m9S3 AN 769 1110 87.5 9V 71.0 WO 80.7 310 1110 71.3 991 60.7 1110 fi69. 878 44A 1110 V-7 B70 96 in 117.0 975 1203 872 97.5 976 101-S 866 113.5 375 Bea W2 M2 975 765 929 fi6A 976 712 817 E65 975 6EA 607 48.6 975 57A 739 41-B 375 523 776 28.9 9T5 423 767 108 in 822 771 84.0 69fi 68.5 TT1 70.7 685 58.7 771 613 674 51.4 T71 54.3 664 46.7 TT1 49.0 655 41.1 771 44.9 617 34A T71 38.9 632 29.4 771 35.0 621 25.7 711 32A 612 Ill in T5.7 736 7/.3 661 fill T30 650 66D 64.1 730 S.3 610 47.3 T30 49.9 631 42.1 730 46.0 672 37.9 T30 41.1 61d 315 730 109 600 2T.0 T30 31.1 6B9 23.7 730 299 631 120 in 59.9 fi24 6I.0 569 499 624 512 560 42.9 624 ad3 E52 V5 824 39.2 644 333 924 353 ' 937 30.0 EU 322 531 2S0 626 27.7 AS 21A 624 24.6 509 /6T 62d 725 501 144 in 34.7 433 35.1 400 20.9 433 29A 30S 24.0 A33 25A 290 21.T 433 224 385 tU3 U3 20.0 381 17.3 433 181 376 I AULt lltl AnchorCapacfty Table (Itq) uls"W 2.7k Concrde 0.5k Cl. Haim CIAU F9le0 CMU PTWmd Mee S7E Elto I/4' SS E1Co &I6' Eko V4' as Elm " bred 0125Ied in 91ee1 AnchorClip PatternstnOrType 311E EICD NIraedl V4'EXOUIIIDCOn Un- 317E �[O Ulnsm VA. M.UM,nn AggPli W UOratm A99WOor So"(W) s-(C� Saw(G9) DVX, 1n1 V 2-V2' I- LV2' 3.1/8' 1' 2617JIVA •VS r. 34/8' 7 0.45' OS4' 0.324- dnenlOn R0Q. I3/4' 1J14' 14i/4- 1:&4' r 1-114" 1-114' -V4- 1-1/4' 1.1/4' 2' 1.3V i-vv vales 2 M:Mr6 47S W R O.C.! slamCoP ff1g 1T 341 ins 9901D6 45D 109 8g0 0s 1614 Dn WO IOa 2801tG 401ns 37610s fibt L1s 9461Ds 3411D.i 6421Ds 560 Os 4 A.11M ® 1.15" MIN O.C. / Staxw0P ff14 27 4801ns 700 U s WA MA N/A N/A 3801t9NN N/A . WA WA 6821M BB6 fas 1120 gndArclan Q 3' 141N O.C. / l7J / fftq 3j 7801D9 7PA ID1 G� ms 156D Its 16� 0x 5401D5 5F1 R6� IDs 7181D4 080 As78@qb4 ArXMn 0.5d' IAUL/ U•COp,m (Fig. 4J N/A WA N/A WA NIA N!A WA ILA NIA WAWA1 Atcmr! FL6P (Rg $ 1951D5 1051m 225Ins 4d5 m9 822 'U3 135 rD9 t40Ip9 701D4 187 0s 33 Uss qg 1.15, mm O.Cl F-p (F1g 6j 240 005 350Its NIA WA N!A WA 7g] 6sWA N/A WA WA 341 IDs 4428s 5601te FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST ® ® ® BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: M TABLE NOTES: AUJUOt - I CAP.. - =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED* CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY -TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-175 AND BE A MINIMUM OF A00" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREEN THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. CR 410 S.S. 125' X 3.94' X.624' MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 aQNY LYN'N 'LICENSF'1-�i((� No.58705 •: It = CI ATEE / A LNb1NA4M1L11+ R, P.E. FL P.E.# 58705 ' Mullin. Capacity Table pbsfltz Opening Width (toreerlically-sparvirg mullions) or Opening Height (for hori2onta"panring mullions) 50 in 60 N 701n 901. 90 N 100 In 120 N 1401n 160 N 2%4 %.25 Rectangular LaeaNp TraPrIld . Inadng Peefan9War 1-aadng TraprTrang Lmmng Re Wrg,lar tons.➢ TraPTTdeog• LbednB Recinnglu Leadng TraplTdMp. Landing ReetangrW Leading TraplTim Laaein0 ReetanBWm Loadnp TraplTrla LoanNB Rmt gn lu loadNp TraprTdeng lnadirq RectangWu LwdnD TreplTdenq Load.➢ Reetarolar Loaan9 TmpfTdanp. LeadnB Alum. Tube Mulllon �• 3 Tri b9 �• 3 n 3m = 8 E r g` r 3 r g< g S r t9� a g 3e �• 3g F• a p 3n� € tie .S �d ¢ �� To�¢ 6F� 3� a_ F S� r 39 b r €� _ r 4a bs r i 5 r a b 3 r 3a r 3 ;•^ 3 r 3 fi� ,2� g 3e a S r .3 6�' 52 -. ,r gg gg dC F 3 �B so ,�^ 89 " � <¢ !2N 170,0 620 170.0 06 170.0 7" 170.0 478 170.0 868 170.0 506 170.0 S2 170.0 a19 17D.0 1116 170.0 621 17D.0 1240 170.0 521 170.0 148a 170.0 521 170.0 1735 170.0 $21 170.0 1983 170.0 521 48N IM.0 708 170.0 S24 170.0 B5D 170.0 SU 170.0 992 170.0 630 770.0 1132 170.0 651 170.0 1275 170.0 67T 170.0 1417 170.0 680 W0.0 17M 170.0 680 170.0 1983 170.0 860 170.0 2267 170.0 600 S0.6251n 170.0 741 170.0 667 170.0 8% 170.0 531 170.0 1048 f70.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 17D.0 1de4 170.0 7S6 170.0 1793 170.0 758 170.0 2092 1".0 756 170.0 2391 170.0 758 Sd N 170.0 737 170.0 612 170.0 956 1Me 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 15U 17MO 856 170.0 1913 170.0 651 170.0 2231 170.0 a61 170.0 2550 170.0 'get EON 170.0 885 170.0 701 170.0 1063 170.E 797 170.0 1240 170.0 678 170.0 1417 170.0 BU 170.0 1594 170.0 S86 170.0 1771 170.0 1033 170.0 212S 170.0 1063 170.0 2479 170.0 1063 ia0.a 26aO 170.0 1D63 63N 170.0 930 f70.0 745 170.0 1116 170.0 350 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1573 170.0 1076 170.0 18W 110.0 1122 17MO 2231 170.0 1169 168.7 2553 170.0 1171 145.9 2553 17MO 1171 L 66 In 170.0 974 17D.0 71W 170,0 11fi9 770.0 803 170.0 1384 110.0 1002 170.0 1556 170.0 1086 170.0 1753 170.0 1155 170.0 194a 170.D 1210 170.0 =8 170.9 1275 1515 2437 170.0 1286 1329 2437 170.0 1286 72In 170.0 1oQ 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 17M 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170,0 1387 145.6 2184 170.0 1488 124.8 2194 170.0 1629 109.2 2104 170.0 1530 76in 170.0 1122 170.0 037 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 V94 17D.0 I=Mt 60 170.0 1421 148.6 1960 170.0 1505 123a 1960 161.6 1548 10&1 1960 164.0 1535 92.9 1960 152.7 1531 Z 78 In 170.0 1151 170.0 W7 170.0 1381 170.0 1116 170.0 1a11 170.D 1250 170.0 1U2 17D.0 1- 61 170.0 1474 137A 1881 iB11 tSCD 114.5 1661 147.3 1473 982rM 139.6 1459 85.9 1861 77.6 14 4 Be In 170.0 1326 170.0 1144 149.1 139E 156.0 1210 127.E 1398 136.0 118E 117.E t398 121.3 117998 1102 1162 89,9 1398 101.fi 1147 745 138E 89.8 1122 63.9 B27 1105 55.9 1398 789 Me 96N 147.4 1229 151.5 1096 122.9 1229 /27.8 1079 105,3 1229 1112 1061 B21 1229 98.9 104429 89.8 1029 73.7 1229 02A 1016 fitA f229 721 B93 52.7 6&9 8714&11229962.19671oBN 103.5 671 105.8 877 &6.J W7 89.0 862 74.D 9T1 TI2 849 84,7 971 68.4 a371 61.8 825 51.8 971 565 816 43.1 B71 49.0 706 37.0 44.0 782 324 971 40.8 771 111In 95.4 S19 97.3 B]2 79.5 9f9 81.9 619 a.t 919 7M9 s06 59. 119 629 7949 56 764 47.7 919 51.8 774 39.7 B79 44.0 758 3418 519 37.1 732 120N 755 766 76.8 716 629 786 649 70553.9 766 B0.B 695 472 786 49A Us6 44A 677 37.7 786 40.5 age 315 78a 34.9 657 9.0 31.0 e41 23,6 788 25A M1 fUin 43.7 546 -1 804 SBA 546 370 Ze 312 646 31.9 491 ZT.3 54E 252 485a6 25.3 4T9 21.a 546 229 474 162 516 iB5 464 15.a 171 455 i3.7 546 155 448 1 l-16LC Ito AnchorCapacity Fable (Ibe) Substrate 2.7a C-Me 3m Cm[. I Hoew CMU I RIM= FTWaod M44e AnchorCilp Patterns Arcnar iype o 'Ji6•EIcUOrBcOn V4•EIcoU9rdcnn SI16'9cp UlOaaon 9'76 Elco ldtrson vs BCO Ullracon V4'SS ELO Aggrc6obr sn6-E- UNacm 1/4'SS Bco AggfEciaOr 410 Sled Screw (GS) D12Steel Sciza lGS) •12 Steel Screr CGS Eoge pstarce Qnk V 2-vY V 2.1f2 34 1• 2-v2 1" 2412'Ej7'A-&Ib5 34/8' 2 0.48' 0.5C 0.324° EmOeonelr On7 1 14- i-vr 1.814' I-W 2 1-v4• 1.1/4' 1•V4• 1N4' 1•vd• 2 /48' 13r8' t2ltes 2AMbb. @ 4,79' INn O.C. / 6lardad arOeset Clip (rig 1&2): 3W Ms 390IM 450 os Boo Its 1644 WS 270 ibs 2P9 Iba 354 Ib 74O LM 664 Ba 948 8E 341 an 442 Ila 560Its 4 Archers ® 2XV Mh O.C. / Standanl (or ombel) Op (R9 37 6 Amn Q 1.71' MIrL 0.0. I Stan67m (or Met) (Rg 47 740 Ns 80lbs 740 % 10W 1 6301M 7581oS 1485 im 194E Ita 1421 Ibs NIA WA NIA 560 @s 7051ts N/A NIA 6951team 79911n 1 WA WA WA 652lba 10221Ds ass Re 13271Ds 11201tn 1680 its 4ArcMn Q9'MIn. O.C.! 215AM(eClipsl(R95y 780 lbz Its 6[O IbS 15EO IIS 789610s 01010s 560Im N/A 76011Z am BH 1692 its 6921hs 885 it,77206Arctn.Q3'MN. O.C.106 a15Arg1eClipsf (Rg 6j 177Dibs 11701ta 10201ba 7d40 Me 2844 ms 61003 A4011n NIA 11401D5 13211Ds 28980a t0221r6 132785 16W If6 3A.lomQ 1.34•Min. O.QIULBp,intp,l2Y Alom.(Fig. 77 N/A WA NIA NU. WA NIA WA WA WA WA WA WA6 ArcWSQ0.64•M111. O.C./ U4:tip. Nto.125' Alum.(F799Y AIfOR Q 268' MI. O.CJ F{ep (Rg 9X NIA 3T0 bs WA 970 IDs NIA 3751bs WA 743ms NIA 71211a NIA NIA WA 2001s NIA WA WA 3/a lt6440105 WA WA WA WA2 3411D9 442 P8 �O IDS 3AfCaX3Q 1.71-Min. O.C.f F-04079-10i: 44"as 52599 97g lbs 9/3 Ra WA NIA 35910s WA 3981bs NIA WA fUA Si11Ds 6641Ds a4016s NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE2• FIGURE 3: FIGURE 4: FIGURES: FIGURE 6: El FIGURE 7: FIGURES: FIGURE 9: FIGURE 10: ANGLE CLIP • (FIGURES MUSTSTUSE BE USED M. IN PAIRS. TABLE NOTES: �16HUK U/V 111 -1-- II.CIY1 (OP-) X MULLION CAP„-::) rs ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACf1Y REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOROPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST •125- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 3 #12 ANCHORS INTO WOOD MAYBE STEEL, 1B-8 S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0630.01 Expiration Date 05/26/2021 By ad Miami- / Product Control pNY LYNN.i/��'. No.58705 AO ST TE O ;r.'. 40 •.'40RIOP. •' SIR '0NAI SI 1`� A. LAN MIL K P.E. FL P.E.9 58705 I HDLC IJH Mullion Capacity Table Iballtz Opening WidB1(for lertira"partrglg mLdcns) or Opening Ho19M (for horimrrta9y spsrverg rod lore) ' 501n 60 in 70In EON Solo 1 1001n III ZO in Ng In 160in 2 x 6 x Ttaprrdan9• loadn9 R.clengta.r Loading Trep7Tneng. Loadng Rectangufer Loading TmpRdarrg. Lnadn➢ ft.ctnnersar L-bli TlapRd.n9• Loedfng Reclwlydar Long Th plTdmrg. Lradrl9 F cbna d�r Loadng 71apRdang' Lending R.dangdar loadup Tfqlrrderlg. Loadnp Redan➢der Lmdng TredTdanp. Lmdng RecUmwlar laadng 7}apr7rian➢. Loadng .26oadng Alum. Tube Mullion fR1langiter r v"" a �¢ s E� o� ae r a s ag a ,£ g� Jrr x " " �� r a� Cla F " 1; U x� ,er, E t� a d"`a li U Ise �� f�a s 43 r a U e°� r 5o� s v @ r ao r A i4 S� �• dS $ s bq €� •.^ a4 a `_i"�� T-I, r 5� s oa r r $ _�5g s �e a c�5s p qS p s a� 5= �� A, S `� 5 sue. p �� 5f d`s 2. sg a e w "a 5-r F2 in 170.0 620 170.0 435 I70.0 744 170.0 478 1T0.0 868 170.0 506 110,0 992 170.0 51g 170.0 1116 170.0 521 1Z0.0 1240 170.0 521 1740 1488 170.0 521 1T0.0 1775 170.0 521 170.0 1987 170,0 621 48 N 170.0 705 170.0 524 170.0 890 170.0 584 170,0 g92 170.0 630 170.0 1133 W0.0 MI 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 BE0 170.0 198] 170.0 600 170A 2287 170.0 B80 50.625 in V0.0 747 170.0 563 170.0 B98 170.0 831 170.0 1049 170.0 684 170.0 1185 170.0 723 170.0 1345 1710 747 170.0 1494 170.0 756 170.0 17113 170.0 7MW 170.0 ' 2082 170.0 755 170.0 2381 170.0 756 54 in 1100 797 170.0 612 110.D 956 170.0 691 170.0 iii6 170.0 754 170D 1275 170.0 8M 170.0 1434 17D.0 837 170.0 1594 170.0 a511 170.0 1913 17D.0 BE1 170.0 2221 170.0 861 170.0 2550 170.0 eB1 60N 170.0 865 170.0 701 f70.0 1063 17C.0 797 170.0 1240 170.0 We 170.0 1417 170.0 944 170.0 1594 170LD 998 170.0 1771 17LO 1033 170.0 2125 170.0 10M 170.0 2479 1T0.0 1053 170.0 2833 170.0 1083 B3- 170.0 930 170.0 745 170.0 1116t 17D.0 1302 170.0 940 170,0 1488 17MO 1015 170.0 1673 170.0 tO7B 170.0 1859 110.0 1122 17Q0 T231 170.0 1169 1TD.0 2603 170.0 1171 11... -1 W.- 11T7 L B6N 1740 974 170.0 789 110.0 1169 170.0 1364 170.9 iD02 170,0 1558 170.0 108fi 170.0 1T53 I7D.0 1155 170.0 1848 170.0 1210 170.0 237E 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 c 72 in 170.0 1063 170,0 670 170.0 12759 170.0 14SS 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.D 2125 170.0 1387 170.0 me 170.0 14B8 170.0 2975 170.0 1529 170.0 3400 170.0 1530 J 78 i0 170A 1122 170.0 937 170.0 13460k 0 170.0 1209 i70A 1784 170.0 1322 170.0 2019 170.0 1421 170.0 2241 170.0 1545 170.0 7592 170.0 1829 170,0 3140 170.0 1695 170.0 1589 170.0 1705 791n 17Q0 1151 1T0.0 867 170.0 738161 170.0 125D 170A 18/2 170.0 1369 IT0.0 2072 170.0 1474 170.0 2302 170.0 1564 170A 2763 170.0 1T00 170.0 322] 170.0 1777 1T0.0 3683 770,0 1788 901n 170.0 1326 170.0 1144 170.0 159489 179.0 1498 170.0 2125 170.0 150 170.0 2391 170.0 1793 170.0 2B50 170.0 1918 170.0 3180 170.0 2125 168.0 3413 170.0 2273 1365 3413 170.0 230I 96N 170.0 1417 170.0 1232 170.0 17M .483 170.0 16M 170.0 2287 17D,0 1794 00,0 255D 170.0 1952 170.0 2113 17Q0 2095 1FA.0 N99 170.0 2338 157.1 3199 1liB.B 2470 120.0 318A 158.1 2428 10a In 170.0 1594 170.0 1449 f70.D 1913 170.0 164731 170.0 1870 170.0 2550 170.0 207a 164.8 2781 170.0 2271 148.3 2181 161.9 2333 123.6 2761 149.d 2281 105,8 27a1 125.8 2734 927 2781 i16.0 2190 111 In 170.0 163E 170.0 1451 170A 1856 1T0.0 110093 170.0 1872 170.0 2P11 170.0 2148 I51.8 2E12 182,3 2245 138.8 2672 148.4 2218 113.8 2032 128.4 21B8 97.6 2632 115,1 2126 85A 2632 108.3 2096 120N 17Q0 1771 170.0 1586 170.0 2125 170.0 18i952 150.8 1981 1]5.1 2252 tdi.4 1994 120.1 2252 1272 1938 100.1 2252 118.1 1915 9Q1 2252 99.8 1B72 77.2 2252 89.9 1836 67.6 2252 81.4 1808 144N 125.1 1564 12b.6 U45 104.3 1564 1�.1 1425 88.4 7564 913 1407 782 1564 80,7 1380 645 1684 72] 1373 62.8 156E 65.7 1358 521 1584 56.0 1330 44.7 1564 482 13a5 33.1 1564 14.4 1283 TA13LE 13C Anchor Capacity Tablefibs) Substrate: 2.7K Concrete 3.5k Cana. I Hollow cmu Mm cmu I PT Wood Me1N Etc* 1/4- SS Eiao 51W Elco 1/4' S8 Ell* .10 Steel 012 Sred 012 Sled Anchor CUP Patterns Arclror Type: 3116'Elm Ntracm ....colllbaeon US' ��m YIS'Elm Lluaeen i14'Eicq Dtr4em Aggro aW (13 . A➢greGamr Su (G5) So_(05) 6uew(05) Edge MIAnce gn} 1• 2.1lL' 1` 2•Ire 3.116" 1• I• 2-1rz' 2' 1118' 2' 0.48• 0.54' 0.324- EmhemnenlOnp 1- 4' t374` 1a14' i-314• 2' 1-t14• WIV 1.1/4' 1-114• 1.114' T 1318' tale' Was 2 Archam ® 4.75 01 D.C. l Standard or Onset Clip 099.192), 3601ba 390 Ibe 45D Ibs 64016a 1644 Ma 270 Ms 354 Im 740 lbe 374 Ito 6B4 Me 946lb, 341 IIS 442 lba 5W lba 4 Anchom 14 4.58' Min. O. C,1 Sbnoad (a Oflsel) Gip (Ft. 3): 7B01bs 180 Ihs 900 M 17801bs 3232 be 540 bs 708 ba 1480Ito 746 lbs 12721bs 1092lb, 682lb. e05 lbs 11201baBMchom®1.71"InMO I sunderd(orumm) Clip tmu. 47 118D Ibs 14001oa 10101ra 2590lb. WA WA F2801m WA 1065Ice WA WA WA 1363be 1770Ice 2240 lbe 4 Anchom 6 3' Min O.C.1 R) 245 Mel. Clips / (Fig. 5): 780 the 7801be 5801be 1560 Ibs 1896 tre 54016s WA 760 wa 748 the 820 lb, 1B92lba gat Ibs 8851hs 1120 ba8 Anchor•@r Min O.C./(2)2z5 M➢b CIO (SO. 6): 1560Ib. 1650Im 1360 Its 3120 le" 37020a 111B0lb" WA 15<'O lba 14oB ba 1Te0Ibs 37841bv 13031be fT/01h 22401bs 12 Aneh.. ® 1.5' Mln. O.C.1 (2) 2a5 Met-- Caps / (FA. 7): 1660 lb. 2100lb, f 440 Ite 37801bs WA WA WA 15o01bs WA WA 4 Anchors 61.34' MIM O.C.1 U-=P. Into .125' Alora. (Fig. B): WA WA WA WA WA WA WA WA WA WA WA 1430hs BArGhom 6 0.64' MIn. O.C. / I1�Gp, into .125• Alera. (Flo. 9J: WA WA WA WA 81/A WA WA WA WA WA WA MIM 2861 1G6 2 Mtham®4.88'3W. O.CJ F-C4W (Flo. lap 3801h. 390 @s 450lbs Egg go 1816 ms 270 IDS Z80Ioa 3511ba 740IM 97411n 63fi @a 9461bs 31 S60 bs 4 Anchors a 1.71' MN. O.CI F-ibp IFW, Ilk ... ibs 7m Iba 5051ba 12981bs WA, WA 4T0 los WA 533 ms WA WA WA 68 1120 ®s 41V4:rIVKI"AY -r T H (DP ) X ( ANCHOR CAP,,,,,) _ANCHOR CAP.„, `MULLION CAP.,,,,,o,,,,., USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR vALutb AS THE TANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURES: FIGURE 10: FIGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • o LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS • • • • ' 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS ANGLE • • •CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FI • • • • • (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREAT • • • • • • • • 6-7) BE YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF. MUST• • • • • • • • IN THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL USED USED BE AT LEAST .125' THICKAND A35. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 912 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 PRODUCT REVISED as mplyIng with the Florida Building Code NOA-No, 17-0630.01 Expiration Data 05/26/2021 LYN. r r ��•' � L10ENyF' '/`�� * : No. 58705 44i� %�� •. S A7E F tV . i '•FBORIDp;.••' N IoN..L. A. NM�) M,1P.E. FL P.E.# 50705 IACLC l4H , MulOon Capacity Table IbSNe Opening Width (for ter8mgy-SPSid 1nWions) or Opening Height(torhodzontally-spar5dng mNOons) 501n 60In 701n BON 901n 10a In 120 in 140 In 160 In 1.26" k 2.11" Re41a war Loading TrspTnang. L-nv Rect2rtuawr Loading TmpTnanl} Loading ReGtargular L..dkV imp'T40%. L..dhV R.e gq.ar LPddNO TnP-19 Loading Rmtarguler LeadN9 Tr4pRd-l. Loading neGl4rgW"r LoadN9 TrapRdm Loading R"clarguW Leading TrapMwd- Loedna Retla,pwm Loading 7rapn'rianp. Loed7rB Reelswdar Loading TnprTnena lnaG,re X.125"Alum Tube Mull�i� Vie. dr 0a 2 88 $c E� t� dry "$ 2: 2C t`a�3yy 2f 00.1 2• s Z• E H 6 2` ag ¢ A'.- 2[ b¢�g' a 2ic �� d`aY Z' " 2(o _ �`8 �� dra fi$ a 0 E§$ v i9 62� se. v si r � �' c7 6� f� cR < Q`¢` v d g� 3A rEo 3 D $ <§, dr8 a 5� f� tP ^ 1s. pq d v G o 5 � =.• e a$ rg� 6¢ 5 Ee r� ,�� i¢ D 6p s� a.. 41 did 2• i8 A DE d2 42 in 144.2 526 167.0 428 120.2 526 14&9 419 10aO 523 1389 414 90.1r:� 134.6 411 eal 526 134.1 411 721 Es 1341 411 6111 526 134.1 411 51.5 526 134.1 411 45.1 52'" 134.1 411 $6.6 403 108.0 733 84S 4M 94.7 32S E9.0 403 B6.4 320 644 81.4 317 617 4M 78.1 316 4&3 403 7&6 314 402 4M 75.8 314 34.5 4M 78.6 314 30.2 403 76.6 314 82.3 3Q SIX 301 6&6 352i 79.3 294 5e.8 362 71.9 2S9 51.5 67.2 286 457 362 80.6 2B4412 362 fia6 2B3 34.7 3G4 63.6 2B3 �.4 362 EL5 283 25.7 362 815 2B3 67.8 316 74.1 267 545 318 64.2 261 4&5 37 --.7 258 42.4 SLS 263 37.1 318 60.8 260 3a9 318 49.5 249 2&3 318 49.1 248 242 318 49.1 248 212 318 49.1 248 49.5 256 bi.1 21B 41-2 25B 4&7 214 35,3 25B 40,7 2f0 30.9 37.2 207 T7.5 25B 31.B _4 247 25B 3].4 203 246 758 322 201 17.7 256 322 201 16-5 268 322 201 tf,54 .7 231 45.6 200 35.6 234 39.t 195 30.5 234 34.7 192 2&7 31.6 189 ri7 234 2&4 1B621.4 T!4 2&0 189 17.8 234 288183 15.3 234 2&5 183 13.4 234 28.5 1" 372 213 39.4 183 31.0 2t3 337 179 2fi.5 213 29.B 17G 23.2 T7.0 tT3 20.8 213 25.1 170 taB 2t3 237 ifi9 1S5 213 22.2 167 13.3 213 220 tE6 7t.6 213 220 i6 2&8t78 30.1 155 2a9 179 2S6 152 20.4 179 17B 18.7 t4520.3 161 25.4 140 20,3 181 21.6 137 17.4 161 19.0 135 15,2 161 170 133 22.5 162 1 23.5 133 1 18.6 152 199 131 1&1 152 17.6 128 TABLE 148 Anchor Cepaeity Table Q65 3rOstmtc 27k Cmclate 3.5k Ca'c. HoBrnv CILU RIleO CNU PT Waco 14eta yid Ep0 1/4' SS EI[0 5I16'EICO 1/4• SS Elco N10 Step 012Si/xl M2 St�+I AMnn Type: 9176•EkD Nimcm V4•FJa01Ar4ta1 UORCaI 8r16-EKOUltmcpn 1/4'EIGOUlime4n Aggrc(3atrc 61Lam AgrrGa(or Stn4(W)SCTv (Ca•,7 screw (G1',0 Anchor Clip Pattems Edge Ostarce(InT t' 2-Ire 1' 2-72' 3-rUV 1' 2•il2" 1• 2-t2• 2' 2 44S'D.32d- Bnhe7mrn[(10y 13'4• 13t4 7,N6• tall 2° 1-td• t-V4' t-114' • 1-Va• t•1/b• t•VT 2' 1-&B" 13'e' taxes 4 Arcaas ®T MIL O.C.I M 2t5Argl5 O:ps! (flq 17 7801tB 7W IOs 680115 1561104 7896 70s Sin LRt 5'"OlDS IOA 7tz Ib9 7481ta BdO Ws 1®2 ms ®21D5 B83 BB 143016s glVl4tlVK l.HYNI•IIT /iUJU�llncl�l r (D-) X(ANCHORCAP.,o,,!2 _ANCHOR CAP... `MULLION CAP.,,,,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE -ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH .MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 1: 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT D8v1F11510N3, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 690. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125 THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045 THICK (18 GAUGE). STRUCTURAL STEEL TO eE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1 S-8 S,S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date05 /2612021 By Mlaml-DaK Product Control ` (III I I I I"'.7/ aOtV LYIVIV y10ENgF < i 0� No. 58705 .� ' ATE �'S;r70NAL ENG��• A. L`INN Mi 'R, P.E. FL P.E.# 58705 Mullion Capacity Table(lbs/Rt) Opening Width Vortert a%yspartring mUgarts) or Opening Height(for hori2nntaliyaparrirg MUlons) 501n 6o in 701. !o in So In 1DO In 120 In 1401n 160In 3.25" 30 Rectangular Leading T.PM-9- Lmdne, Rnrangutar Loading TrapITdana. L-,fng Redan18dar L-9ng Tmp'Tdana. Loedn9 Rectangular Z....Loadn9 Tmplidang• Ractan8ular Uoedbie TM"prtdang• Laedirq Rectangolar Loadng Tmprinen9. Loading Reeeerpular Loading TrwIndarl9. L.Z Reetentiidar Lcedng T Wndane. LoadnO Reclen8.1 Loedug TMPM-B. L-ftg DEG.L A BAY MULL <e ¢C f23 ¢R 62y Ec dC is dam¢ 2�•tC g r c� 2^ a r o r S Z. o� 2v ,e o_� r m$ �bgg r e Sp r A Er r F €p r 3 c a5 r v fi a g^ =3 r m fi r 4^ E` � r a A r A a r A4 r ^ 42 in 170.0 ISM 170.0 435 IM.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 17a0 14e9 170.0 621 170.0 1T35 170.0 521 149.t 1740 170.0 521 170.0 703 170.0 524 170.0 W 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 561 170.0 1275 170.0 677 170.0 1417 170.0 660 1522 1522 170.0 680 130.6 1522 170.0 680 1142 15M 170.0 S90 170.0 747 iT0.0 563 170.0 69fi 170.0 631 170.0 IM f70.O 9" 170.0 i1S5 170.0 723 170.0 1345 170.0 747 164.2 1.3 170.0 756 1369 1443 170.0 756 117.3 1443 1T0.0 756 102.6 1443 17U 756 170.0 787 170.0 812 170.0 956 170.0 691 170.0 1116 17QO 764 170.0 1275 17QC S03 160.4 1353 170.0 837 144.3 1353 170.0 856 1203 1353 170.0 e61 1a3.1 1353 170.0 8fi1 90.2 1353 170.0 861 170.0 885 170.0 701 170.0 1093 170.0 797 ISTA 1215 170.0 678 146.1 1216 WO-0 0" 129.9 1218 159.8 936 116.9 1219 1521 924 97A 1218 146.1 913 83.5 121E 146.1 913 73.1 1218 146.1 913 r72 170.0 930 170.0 745 170.0 1116 170.0 850 150.2 1150 ifi8.8 933 131A 1150 153.0 914 116.8 1150 1f79 898 105.1 1150 134.2 BOB 87b 1150 12i7 B71 75.1 I150 1262 670 fi5.7 1150 17B3 eT0 t1704 974 170.0 709 152.4 104E 165.5 Cal 130.6 1048 146.6 664 114.3 1048 133.1 WO 101.6 104a 1214 839 91.4 INS 116.6 BSO 762 IGO 109.4 mt 65.3 1048 1032 818 57.1 1048 1082 Bia c140.8 SBD 1479 T84 117A .0 129.0 748 f00.6 890 170.3 T44 88.0 8fl0 100.0 722 782 ,BBO 82.0 '/12 70A 8817 882 703 58.T 880 792 633 50,3 890• 76.5 669 44.0 Be0 76.4 BOB 119.7 790 125A 090 99.8 790 103.4 876 85.5 790 83.3 563 74.8 790 93S 652 66.5 790 769 843 59.9 790 71.7 635 49B 190 65,1 624 B. 790 821 519 37.4 790 6fA 617 7 �110.8 750 115.5 857 92.3 750 98.1 BM 78.1 750 85.8 672 69.2 750 77.1 621 81.5 750 70.8 612 55.4 760 65,7 605 7FA 59.4 699 39.fi 7fi0 562 5e9 34690N 721 raGi 74.1 500 60.1 593 629 491 51.55S3 54.8 483 46.1 M 4B9 475 40.1 663 44A 458 36.1 563 40.9 462 SE3 38.2 452 25.8 56J 33.3 445 229 f167 3f,! 442 98 in 59A 495 61.1 44J 49,5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 38.1 415 29.7 495 732 409 483 29.1 400 272 493 25.6 394 13.9 495 75.0 390 Joe in 41.7 *391 42.fi 353 34.8 39t 35.9 341 29.9 391 31.1 -2 26.1 391 9.6 337 232 391 24.9 333 20.9 391 223 328 f46.2 391 19.7 321 14.9 391 17.8 315 Jilin 38.4 370 39.2 37S 32.0 370 37.0 330 27.5 370 28.8 US 24.0 370 25.3 320 21.4 316 10.2 370 20.9 312 370 18.1 305 1201n 30.4 317 30.8 239 25.3 317 26.0 286 21.1 317 225 230 19,0 317 f9.9 276 16.9 �37�0 273 144 in 17.6 220 17.8 203 I ABLt Tbt3 Anchor Ca ltv TableAbs) SU6seate: 2.7k Camrete 3.Sk Cane. Haeew CL1U Filed= PTWoo4 N tw 5/i6' Eka Ihr SS Elco 5119' Eleo 114' SS EIW 310 Steel 912 Steel 91251eel Clip Patterns Ancient type: 3I76^Elco UlVacan 114'Elco lAbarot Ueracon srtc EI-UOmcon 114'Eko UBmzn AOgreGator UtVacan A0are0atOr SCRW (GS) Eemw (Gs) 6crew (GS) Anchor Edge Dfatmme Mk 1" 2-1a• 1• 2.1/r 7.115' r 2-.' r 2-12' r 7.V6• r 0.48• 0.54• 0.3240 Embedment Mk 1�14' i3r4' 7�14' 1�IP r 1-U4' t-tla' i-1/4' 1-114" i•114' I-1/4" r 1-3/8• 13/9' levies 2Anc Aom @ 5' Min- O.C.I t2) 2a5 Angle COP I (Fy. 1k 36O 219 39010e 450 Ib, 890 6u 170010, 270 U. 260 Ile 354 Bu 740 Its 3741bs 720Ins 946 me 4421ha 360 Its 4 Artabom ® 3.5- MR O.C.I R) 245 AML CLps 109. 2): 790 bs 7801ha 7801ba 1870 Ns 2525 C>e 5101h.1 S90IW WA 11201b5 748 Its 880 23 1892 M W .2 6B21h8 B951ba 1120 as 6 WeAom 44 271' Mn. O.C. / (212aS Alt91e Cips I (W. 3k 17201Ss 11201he 85B Ibe 72461ha 2254 Ibs WA B/O lh. NIA 10591ta N/A 13201as tUA f0221b0 1727 fb3 15SO lb, FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AU 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALLBE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. kNUtIUK UAYAUI I T AIJJUJ I MCN I rVRM- (D IR-) X ( ANCHOR CAP.*:: � _ANCHOR CAP.- lMULLION CAP.,,,,,,, USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 30' BAY MULLION W Z yam¢ W W W _ W •J fq ¢ J C0 c=7 W o F F=- in U CW7 W z n� m 2 Q - Z '- a N W M r U) XN m W W 0 CO QCD to Q 0 M a Zmrn 0 PRODUCT REVISED as complying with the Florida Building Cado NOA-No. 17-0630.01 Expiration vat. 05/26/2021 By Miam -D a roduet Contro \\111111/I!I No. 58705 •� 0 3 ATE F (V s7 �NAL A. LYItiJ.11MtiLLER. P.E. 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D n A 9�% e a am3°o r�� .• y y o vC r . Q e rc n COPYRIGHT © 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED Q •n y 2 :RT. � o m z: n o D¢aeIMP ACT -RESISTANT ALUMINUM TUBE MULLIONS N F „ m y : z ° to 45 DEGREE BAY MULL SPECS V m N �:•_ ^ N �N Series Scale: Drewhq Na. Slw¢t: m NIA N/A 6300JR 20ar 2 C/,s .�'� N o '_' O 1070 IECNM01G.CY OFNE 02wn By. Data: Checked Dy. Dale: Rev: M vrNwCE FL 3{175 m %•(/�(Fp •••••••��j \\� o^ N a J ROSOWSKI 08/29/11 C (s47) +aD-I D00 to Rev. Br Data: R-talon J ROSOWSKI 06/19/17 NO CHANGES THIS SHEET. FLCERT. OFAtrrHA292ss Mull Length you {rnp � m N m o o Mu01on capaolry QbslR7j a � m Anchor .,Capacity RegWrcd Ob.) No N H �o ,Pe •• MuNon CeDaeiry pbslrt2) y � Anchor capedry Requlrcd Ims) m� m- m m m e m m U K o e i o Mulion Cepadry Pima Nv � Sc @@ Andlar Cepeolty m o 6 MuRan CePedry Pbslfl2) -� s � Anchor Capacity Regtdred Phs) ro Mulion Capacity Pbsll� 6 _ 'm $i � � Anchacapaary RegWrted P7s) o N � o P. Mullion Capadly Pbam2) � �� S D $ eDeciH d@ Rchlred m � � m o o Mullion capa`IN al g� � Anchor CaPadry {� S `a' $ �'' @@ S, -�' �. c `S• irr o � 'r'R .'"', N Raqulrcd pbs) ro a r m $ Mullion Capacity Obvrt2) y 9 g Anchor Capa IN 'm Required Obs) n n -` MulPon CeDaaN � � � � $ o � 8 S; RagahanPbs) Anrhm CapedtAnch y g � � � m � -I m � M e o m o � � Mullion Cepaclry S .o c w � N in o Obs/fl7,) ti � r� K{ � � 91.2 y Raqulred�Ims) N 5 Mullion CaPectty F° Pbalrt2) Anchor ceDadH R¢qulrcd(Ibs) ' 1? -P• � � � Mu91on CapaUry � 5 Ancllo�rCapedry RegWretl (Ibs) � G w m Mulion r v 1.000° r-- .125" 2000" r .126' i 1'X2°X.125'MUWON 6063-T6 ALUM. XSECTION t--.125° STANDARD CLIP 2 000" 6063-T6 ALUM. XSECTION N 5.500` 3.125°---'-I CUTHERETO.375" .375° I-. _CREATE F-CLIP, BEE MIN. MIN. I r DETAILF,SHEET4 I I L_ _____J L___JI tj � STANDARD CLIP 6063-TB ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER- 111W. 5.500'•375' 375„ MIN. MIN. ------- ----, I I I I I 1 B I i i i I I � -C I 2.125' ULUP 8063-T6 ALUM. XSECTION .125"T II -i 740" F- q .338" MIN. A I U-CLIP 6063-T6 ALUM. TOPVIEW Z NTEROF ANCHOR LE MUST UETHIN THE DASHED BOUNDARY. SEE SHEETS 5-'17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. VX2.75'X.650' MULLION 6063-T6 ALUM. XSECTION 2X5 ANGLE CLIP 6063-TO ALUM. 2; 00= XSECTION t .125' 1.25' X 3.188' X 265' MULLION 6063-T6 ALUM. X-SECTION 1--5.000' .376' MIN. ' 260 ------ ANGLE CLIP 63-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +IH6'. -- Mull Dimension (sheet#) PGT PartIt Mullion Std. Clip Offset Clip U4;11p Angle Clip 1" X2" X.125" (5) 66605 666113M 6661118M 666243M 666511M 1" X 2" X.375' (6) 666OD6 666114M 6661119M 668244M 666512M 1" X 2.75" X.375" (7) 66607 666115M 6661120M 666245M 666513M VX2.76" X.650" (8) SWOB 666116M 6661121M 666246M 666514M V X3.125" X.500" (9) 66637M 6661116M 6861114M 666242M 666515M 1.25'X3.188"X.265"(12) 66641M 6661117M 6661113M 666241M 666516M 1.26" X 2.11" X A25" (1B) 69370 NIA NIA NIA 666517M OFFSET CLIP NOTES: 6063-T6 ALUM. TOPVIEW - 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 8-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE -LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. , ARI F A F-1.266"--1 1 I .125" 2.116 t 7- .125° 900' 1.26'X 2.11" X.125' MULUON 6063-T6 ALUM. XSECTION Dimension Value an) For Mulllon: A 1.625 1" X2" X.126" Aluminum Tube Mullion B 2.684 C 0.895 D 0.740 A 1.125 1' X2" X.375' Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 1' X2.76"" X .375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 1' X2.75" X .850" Aluminum Tube Mullion B 3.000 C 0.476 D 0.B36 A 2.000 V X3.125" X .SOD' Alum Tube Mull B 2.637 C 0.863 D 1.137 A 2.625 1.25° X3.188" X.265" Alum Tube Mull B 3.262 C 0.862 D 1f.762 A 1.813 126' X2.11' .121' Alum Tube Mull oW a PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miamh Product Contro OV LYNN�' ��: ' 1,1GENgF • � 4. Q' No. 58705 i�O.v1 S � � ..•� A. FL FL P. 8705 125'X3.25'X.100° 125°X 3.25"X.624" MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM XSECTION X-SECTION 1.25(rl 3.94" .100" _L ° --I .820' 1-- 1.25' X 3.94' X .624° MULLION 5005-T5 ALUM. X•SECTION 740" STANDARD STANDARD CLIP 2.000" •t25° 6063-T6 ALUM. 15, 2X5 ANGLE CLIP 2.00D" X-SECTION U-CUP fi063•Te ALUM.LO I i 60fi3•TB ALUM. t X-SECTION .125" 04 .125" X-SECTION ZNeU .12s'r O CENTER OF ANCHOR HOLE MUST LIE WITHIN THE -� DASHED BOUNDARY. SEE SHEETS 10.20 FORTHE J ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16% 0] ? o 5,500' C CUT HERE TO 375" .375" 3.1250 •-CREAILF.SH ET4 MIN. I DETAIL F, SHEET4 I I I I i I 1 I I I I I I I I I I I I I I F 1 I I I I I I I I I 1 I I I I I I 1 I I I 2.661° VUL .3T6„ MIN1.377'� .125I .125°�° I 3.250"45'BAY M30• BAY MULLION 60o3-T6 fi083i8 ALUM. I X•SECX•SECTION 6. STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 8053•TO ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVEW SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1116'. i I I i TH -I---- G OFFSET CLIP .125' 6063-TO ALUM TOPVIEW NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET 2) SEE SHEETS 10, 11. 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 375' 375° CENTER OF ANCHOR HOLE I MUST LIE WITHIN THE DASHED BOUNDARY.SEE F SHEETS 10.17 ^B FOR THE ANCHORO.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER - 1/16'. U-CLIP 6063-T6 ALUM. TOPVIEW TABLE C Dimension Value (In) For Mullion: F 3.687 1°X4"X G 1.000 .125' Aluminum H 2.680 1 3.000 Tube Mullion F 3.187 1"X4"X G 0.757 .375" Aluminum H 2.430 I 3.000 Tube &'T F 2.25D 125'X326° G 0.750 X.1D0" Aluminum H 1.500 1 3.250 Tuba MuOion TABLE D r---------------------- --------------------- I I I 'I I I 1 I 1 I 1 I I I 1 I 1 I I I I TABLE C, CONT Dimension Value (In) I Far Mulllon: F G 1.938 0.500 1.25' X 3. 5 X.024' Aluminum Tube Mullion H 1 1.438 3.250 F G 2.626 1.125 1.25• X 3.94" X.624- Aluminum Tube Mulllon H I 1.500 3.250 F 2.013 13irgaymwil F 2.875 45• Be Mull MIN. 2X5 ANGLE CLIP g 7`0 6063-T6ALUM. If 6063-T6ALUM. - I €2' m0_' TOPVIEW 5 9- PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Mull Dimension (sheet#) PGT Part# Mullion Sid. Clip O#mt Cllp U-Clip jAngleClIp 1-X4°X.125'(10) 69364 666111M 6661122M 6e6241M 666518M 1-X4-X.376'(11) 66610 686112M W1123M 686242M 666519M 1° X4' X.376' -r (11) 66653 686112M 6661123M 666242M 666519M 1,25' X3.25' X.100'(13) 1.25' X3.25' X.624' (14) 20160120312 20181120315 6661127M 6661128M 6661124M S661126M 6662410M e662411M 86651ISM 1.25° X3.94' X.624' (15) 20162 6661117M 6661126M 668241M 30 Degree (19) 66649 WA WA WA N�.TIQ 45 Degree (20) 66650 WA WA WA Expiration Date 05126/2021 0 By w Miami ade roduct Control a 2 No. 5a?Ds J U z ui `I111111111// ''100, 'Q ST TEO ISIy7 10NAL �NG`� A. LYNNIMILLER, P.E. 0 FL P A.# 58705 C , b TABLE En MR 8 r --1 r--.125° I -j �•--.125° �'1 1- -.126' 'z W d V STANDARD CUP I U-CUP 2X5ANGLECUP �- 606}T6 ALUM. 6013-T6 ALUM. 606}T6 ALUM. ^02 2.00" I X-SECTION 2.125 X-SECTION Zppp• XSECTION NOTES: t I♦71) HOLES TO BE DRILLED IN THE FIELD FOLLOWING125' 1 .125" .125" - N U DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. o z N N W 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE cc Z W HOLE LOCATIONS. �•-1•ag0°--I O trio• � -J � 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. J 5.500' w U o CUTHERE TD 5.000' 375' W O 3.500° CREATE F-CLIP, m z O W -{ MIN. Z Cl) 2.000° .37� rC I _SEEDETA�F. f-.375'MIN. .375° C r Q 0 0 MIN. r SHEETd W Z r -------- ---- -- -------� -- -- ti Zg s Q 1 f_____________________1 z W a 2 I I I I I I I � Z ❑ C Z I I I I F J D- o 4.000" i i I j 7 Q zz -I- - - - - - -� 3.438" + 3.438" 1 .250" 2 MULLIONS I 3.438" i - _ - _ - _ _ _i Q ❑ Z Z ao 6063-TS ALUM. X-SECTION i I I I I I i .375• y Z H o a o W O Y - L_ W J ® J In Cl) L- STANDARD CUP I 2XS ANGLE CUP U U•CUP, fi06}T6 ALUM. (7 ¢ O O CENTER OFANCHOR HOLE MUST UE 606}T6 ALUM. SED FOR 2' X 4" MULLION. SHEET 18 CENTFUL OF ANCHOR HOLE MUST LIE 6063-TE ALUM, K d ' Z (q [n .250" WITHINTHEDASHEDBOUNDARY.SEE TOPVIEW TOPVIEW WITHIN7HEDASHED80UNDARY.SEE TOPVIEW }a �'= m0 so SHEETS I6-17 FOR ANCHOR O.C. SHEETS I6-17 FOR THE ANCHOR O.C. O a- DIY mAIY DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST UE DISTANCE MAXIMUM ANCHOR HOLE O DIAMETER: ANCHOR DIAMETER - 1/181. WITHIN THE DASHED BOUNDARY. SEE DIAMETER ANCHOR DIAMETER r 1I16'. SHEETS 16.17 FOR THE ANCHOR O.C. PRODUCT REVISED 5.500' DISTANCE MAXIMUM ANCHOR HOLE as complying with the Florida CUTHERETO DIAMETER: ANCHOR DIAMETERS V16'. Building Code 2.000° 3.500"-�i CREATEF•CUP, - 5.000• NOA-No. 17-0630.01 r- -� .375" r-SEEDE7AdF, MINI. �_-375' ExpirationD.g. 5/26/2021 MIN. SHEET4 MIN. i - I I _'�'__ .375° By mi 4 r-------- ----- - -------------------- f- T Miami- r. a Product Control I I I I I 1 I I ( I 1 I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I .250• 6.000° Fe - i- - -r- - - - r 4.688- 4 r 5.438" + - - - - - - - -� I I 1 IIIII111 s.4s6 I SAW J` IV ww``Y LYI,I 2'X6'X15' I I I I I I _:•• LICEN,SF '••Y./�C MULLION I I I I Q'; ' Cn I 6083-T6 ALUM. -;' No, 58705 XSECTION I 1 I .375' 1� _ -------J L------- MW. `-------- - -- -- -------------� 7 STANDARD CLIP` U-CUP 2X5 ANGLE CUP i�S •F�OR4DP,.•' .260° STOPALUM. MEWUSED FOR 2' X 6TMULLION. SHEET 17 60TOPVI63-T6EwM• "''iS;ONAL IENG`� TOPVIEW A. LYl N M1121!6, P.E. FL P.E.# 58705 Mull Dimension (sheet 0) POT Pert# Mullion Std. CIIp U-Clip Angle Clip 2"X4°X.25"(16) 66602 6662fi1M 668271M 6fi65112M 2" X6" X.25" (17) 66604 666282M 666272M 6665113M EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF-60.01-60.0 PSF. a 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1"=65. REFERENCINGSHEET 25, THE COLUMN USING ® `� S NO ANCHORS --- IN HEAD RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-114'AND WILL MEET OR EXCEED THE REQUIRED n Y �� = DESIGN PRESSURE OF +60.0h60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE - o SEE 6EE FROM TABLE 3A, SHEET 7, THE 1"X 2.75' X.375° MULLION (LENGTH =72°, OPENING WIDTH =70' MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD ' FENESTRATION PRODUCTS DETAILS, SHEETS NOT BE SUITABLE FOR THIS APPLICATION. ° w APPROVAL,'--2-3FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .C50" MULLION (LENGTH = 72', OPENING WIDTH - 70') HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE _ 7Y OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION(� LENGTH 4 I 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE M CLIP TO INSTALL. y z ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD IS EASIER vtN ( J W O _ OEra 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION pR000C7S USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL U) SHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. •• IN THIS EXAMPLE, THEDESIGNPRESSURE REQUIRED WAS N-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 63619S. ALTERNATIVELY, W O F CHORS IN WINDOW SILL THE ANCHOR CAPACITY MENT ULA D HAVE BEEN SED 70 CALCULATE THE CHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: Y y0 �30 (60 PSF)X ( -�524 9TLB5 (MAY 8E SEDLTO QUALIFY #L10 STEEL SCREWS FROM TABLE 4B PSF Q !'11- NIN 726 / EXAMPLES OF RECTANGULAR LOADING: `PW _y LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED P PANEL OF LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION EXAMPLES OF TRAPEZOIDAVTRLANGULAR LOADING: GD n HINGED DOOR LOADING OF VERTICAL MULLION w 2 , CO .i sO LOADING OF HORIZONTAL MULLION j Q d t` z Z 4� Q rn rn 7C ..z N a US xo mo PW 0) 0 Lu of Z_ E 0 U) CD Q O O Z EL mO sO SHIDH t00 PRODUCT REVISED as comp" nd with the Florida Building Cade NOA-No. 17-0630.01 Expiration Date 0512612021 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: BY Nlia i-0�¢ a Product Contro 7) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSESHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED. USE PW RECTANGULAR LOADING. �� `��••"""•• 2!/ C1�•'• i-�ENSF •'' <<� 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. zT� : N0. 58705 4lj -I& LOADING OF HORIZONTAL A. LYNhIIMItihE'F�, P.E. A MULLION FL P.E.# 58705