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Product Approval (3)
M IAM I_ ADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall-not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent 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 no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. �' � NOA No. 17-0630.01 MtA t2AAD&couHnr 1 Expiration ate: 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 NDA No. 10-0819.05) 2. Drawing No. 6300JR, titled '"Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 6111 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51h Edition (2014) and FBC-61h Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M.Plasencia,P.E. P,y6dZuet Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL R MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN,EACH SITUATION 13 UNI QUE AND SHOULD BES S EVALUATED BYAN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD SUCKS IF USED, GENERAL NOTES._...»..___.__.._. < MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS, INSTRUCTIONS..........._...._.___.. 10 FIGURE 1: ELEVATIONS................................I 2)THETYPEAND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED MULL TO 2X WOOD„......__....._._.2 MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL— ARCHES TONE LED UNITS.MULLIONS MULL TO IX&MASONRY.............2 0 MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING”AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,B Ur SHALL SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4*FROM THE CLIP, INSTALLATION NOTES-----,-,2 ti A'D,G.H; SHAPE MULL TO MASONRY-__.........-3 SHEETS 24 MULL TO STEEL STUD.._.._.._......3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL 3 g DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.L/180.THE 1/3 STRESS INCREASE WAS NOT USEDALTERNATATE ........... z 0) IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR 114E EVALUATION OF WOOD SCREWS. SAY MULL INSTALLATION 0 I X 2X.125 MULL SPECS.. 5 111 I X 2 X.376 MULL SPECS..............6 U) 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE I XZ76X 376MULLSPErS...... 7 INSTRUCTIONS, 1 X 2.75 X:65 MULL SPECS ......a S2 SEE DETAILS 11 1% 1 X 3.125 X mo MULL SPECS._...9 SHEETS 2-4 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 4 X.126 MULL C) 2-44 SEE DETAILS it M U) ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 2,L FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.376 TUBE MULL SPECS 11 _D m LU A THRU G; ONLY TWO ADJACENT UNITS AT A TIME W HEN USING THE DESIGN PRESS URE AND ANCHORAGE TABLES.TH E LOWEST DESIGN 11114 X S7S L SPECS, _11 SHEETS 2-4 1 -1'MUL T I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY, 125 X 3.188 X 266 MULL SPECS 12 LU z J!, OPENING -25 X 126 X,100 MULL SPECS._13 _j 6 < VERT. 26 X 3.25 X.624 MULL SPECS 14 z LU� A = MULL HEIGHT. 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 11.26 X 3.94 X.624 MULL SPECS 15 jo FOR LENGTH HORIZONTAL 2 X 4 X.25 MULL SPECS----16 67z SEEDETAILE, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,WOOD SUCKS BY OTHERS,MUST 2 X 8 X.26 MULL SPECS........_17 Fr Z) < jc,) 5; SHEET 3 BE ANCHORED PROPERLY To TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 128X 211 X.128 MULL SPECS_18 z :� m 11 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'X 325 BAY MULL SPECS.........19 ZZ ZZ REACTIONS. 45-X 32513AY MULL S PECE:�::�20 Z _< 0) C) MULLION&CLIP DIMENSIONS_-21-23 a z _c.1 -8 FENESTRATION 8)REFERENCE TEST REPORTS:FTL-6443;ELCO ULTRADONIAGGRE-GATOR NONS EXAMPLES I&Z� ..........___24 Z.§ LOADING EXAMPLES. PRODUCTS MAY ____25 _j BE or ANY Type' 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING m MUST BE LU MANUFACTURED RED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH z to BY,FACTU GT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. LU 0 _< D" 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. D_ z 0) cn SEE DETAILS .0af 0 HORIZONTALA-0,GH; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL — SHEETS 24, WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA6 LENGTH HORIZONTAL PRODUCT REVISED ILL as cornp Ing with the Florida MNGTH INSTRUCTIONS: Building Lr .OA-Mo. 17-0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSLFIr1 FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 05/26/2021 MULL OPENING WIDTH [--HORIZ.MULL LENGTH--I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. BY.1;. LENGTH E TH 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR"OR`TRIANGULARn-RAPEZOfDAL-.oPENiNG wllam�IjAfde Product con-t-rar 4)FIND THE CHOSEN MULLIONS MULLION CAFACITY(LBSIFM FROM TABLES to THROUGH 16A,ON SHEETS THROUGH 20 RESPECTIVELY,USING HE GHT FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE NING OPF�rg MULL fflX HEIGHT LENGTH FOR VERT. MULLION CAPACITY(LBS/FTI)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FM FOR THE OPENING OBTAINED IN MULL MULL STEP 1). v LENGTH OF N L 1 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND 11iE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS.THIS VALUE IE 4C,11WIDTH REPRESENTS THE WINDLOAD,TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MEL'I o ATTAIN THE FULL MUU_IQN CAPACITY. t, SINGLE MULLION SINGLE MULLION VERTICAL LL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE LYMM W OPENING ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR FOR L VERTICALMUU. CAPACITY IS MET. SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROMIRGURE I ABOVE 7)IF THE MULLION CAPACITY(LBS(FT-)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIRE No.58705 REQUIREMENT(LEISIFF FOR THE OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE : 2017 FLORIDA BUILDING CODE(FEIC),6TH EDITION 20 4 FLORIDA BUILDING CODE(FBC),M EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ED -ANS I/AF&PA NUS-2015 FOR WOOD CONSTRUCTION CAPACITY(LBSIFF)OBTAINED FOR THE MULLION SYSTEM-THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION -ALUMINUM DESIGN MANUAL.ADM.2015 PRODUCT ASSEMBLY. -AISI SIOO-12 /, OVAL •AISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYItIN MIL AJEIR; E. FL P.E.#58705 � b DETAIL A. DETAIL B: "_MULLION MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP T1P.ANCHOR WOOD BUCK AND MASONRY AND sEEEEsEr ABL s 1B-13B OR WOOD FRAMING ATTACHMENT (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SBYENOTEES LD Et. LD SHEET 1. 1) �a2l ULLION I 5..'•,. O (n PN m N ¢ EE SHEETS b 9 I N9N 2.7 KSI :• ..; - LU EDGE N _ IO CONCRETE OR CMU' DISTANCE, W I OCATI HOLE d I ��. a, J EITHER THE I OCATIONS e I I I SEE SEE TABLES � coC7 STANDARD O f - OFFSETMULL EDGE NCE c e FOREMASONRYE 1B-13B rr W ¢ O O ~ - CLIP MAY BE ANCHORS O y FOR WOOD I m INSTALLED BY d , SCREws I I - SIDE VIEW H Z '0 w THIS METHOD 250'MAX FOR c4 d^ ALL MULLIONS a. e EITHERTHE H Q . d .'% STANDARD OR Z V m 2 e OFFSET MULL z �z e0 _4a CLIPMAYBE W �¢ �O < e e INSTALLED BY K ' Q 9Z A " EXTERIOR THIS METHOD N Q Z r 4' EDGE \' :3 r r a n d d DISTANCEEc 2 F'• Z Q N MASONRY FOR 1p Q THE OFFSET CDP IS ANCHORS Qe a m 0. CD O BZ O,map RECOMMENDED FOR A m B o a 4 FIN-FRAMED .- W EXTERIOR WINDOWS,BUT MAY N F< Y Y ALSO BE USED FOR V ® N (n N OTHER FRAME TVP ES. V z Q O Q g s �Z 90 s0 TEP.ANCHOR ISUBS TVP.ANCHOR PER SUBSTRATE. TYP,ANCHOR PER SUBSTRATE, SEE TABLES 113-13B PER SUBSTRATE, SEE TABLES IB-1SB PRODUCT REVISED SEE TABLES 18-18B EDGE(END BUCKSTRIP as comPI&T with the Florida DISTANCE AND Building Code SEE TABLES gTTACHMENi NOA-No. 17.0630.01 I EMBEDMENT BU ACKSTRIP 18-138 T " BY OTHERS, Expiration onto 05/26/2021 EMeEDMENf• SEE NOTE 1, P ATTACHMENT ..,...•. . SHEET 1. BY OTHERS, BY • ,'y SEENOTE 1, - Mlaml-0a roduct Control SHEET I. MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW FRONT VIEW I INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ",%%I 11lilt, I pN N,y��'%� 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 't�•'�,lCENS•'•C i� ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE Q�;' F CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. No.58705 3)ANCHOR HEAD TYPE MAY BE PANHFAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. Q•• '"'"" � 5)FOR MASONRY APPLICATIONS IN MIAMI-OADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRY ANCHORS. ��YON1AL A.LYNIN MILLER,P.E. i FL P.E.#58705 i i 1 DETAIL E: DETAIL C: MIN. MULLION TO MULLION Rj. MULLION DIRECTLY ATTACHED TO MULLION INTERSECTION NOTES: MASONRY STRUCTURE (U-CUP) (STANDARD CUP SHOWN) 1)MAY BE INSTALLED IN 'CROSS' 0 VARIES INTERSECTIONS. ULLIONSDIl MASONRY Fm (STAND, 2)MAY BE INSTALLED HORIZONTALLY I TYP.ANCHOR (SHOWN)OR VERTICALLY. EITHER THE —PER SUBSTRATE. STANDARD OR OFFSET MULL SEETA13LES I0-138 L 3)SEE U-CUP DRAWINGS,SHEETS 21-23 CLIPMAYSE TOP VIEW FOR CORRESPONDING MULLION. CIO INSTALLED BY II I EDGE— DISTANCE —MULLION z w FOR MAS THIS METHOD w 0 M ANCHORSONRY VARIES 012S7EELSCREWS. co SELF-DRILUNG OR PRE-DRILL LL MULLION AND USE SMS LU 0 no C� (n w EXTERIOR MULUON THE OFFSET Z EDGE DISTANCE CLIP IS FORMAS NNY RECOMMENDED FOR z b z 10 Z..E.ION (6 ANCHORS FIN-FRAMED =3 WINDOWS,BUT MAY LU ir ALSO BE USED FOR OTHER PRAMETYPES. EXTERIOR TYP.ANCHOR Z ///' SEE —PER SUBSTRATE, L;> I.0L) < Z z z 01 0 rEXTE�J'O SEETABLESle-138 TYP.ANCHOR SEE SHEETS 21-23 FOR ..z BUCKSTR PER SUBSTRATE, HOLE LOCATIONS AND IF SEE TABLES 113-138 FRONT VIEW EDGE ATTACHMENT BY OTHERS, S DISTANCE_ EE TABLES cn 07 EMBED`MENT 4. SEE NOTE I SHEET 1. 18-138 x EDGE IAE z A MIN 2.7 KSI CONCRETE OR CMU (n DISTANCE a SEE T N 2.7 KSI CONCRETE OR CMU 1B-13BABLES SIDE VIEW 21 0 1 j 1jw. of FRONT VIEW SIDE VIEW DETAIL D: a MULLION ATTACHED TO PRODUCT REVISED as cc-pl&g with the Florida STEEL STUD Building (do STANDARD CLIP SHOWN) OA-Ho. 17-0630.01 INSTALLATION NOTES: STRUCTURE FxPir-tion Date 05126/2021 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR BY PER SUBSTRATE, Mlarn�-0 a Product Contmi 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ENT 0. SEETABLESIB,13B ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THESEE SHEETS CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE 21-23 FOR FOLLOWING SHEETS.FOR DETAILS A.D.EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. HOLE LOCATIONS 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MUUJON 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. 5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRYANCHORS. ANCE FOR STEEL STUDS THINNER THAN ME TABLES FRONT VIEW 16 CA AND COMPLIANT MTH THE FL BUILDING 18_130 Z CODE,A ZX WOOD BACKER MUST USED. L2 ATTACHMENT BY OTHERS.USE WOOD ANCHOR SPECS EXTERIOR No, 705 NOTES: SIDE VIEW 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD Z ANCHOR VALUES MAY BE USED. TATE F A�4 RIDP- 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. Iz.'�.E. FL 58705 NK $ DETAIL F: DETAIL G: DETAIL H: RFF3 FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION LL (F CLIP) (ANGLE CLIP) (ANGLE CLIP) rc SEE DETAILS A-0, 30'OR 46' LL SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TOSPECIRC SUBSTRATES. L�y /-MULLION O O Z � U Ww 0 0 0 0 O O O O �TOP VIEW m AO O o Wc. SIDE II ' I 0) sHOWNWITHX44X725'. TOP VIEW z M W MULOLION TVP.ANCHOR j xU1PER SUBSTRATE, .EXTERIOR � SEE TABLES 168 OR 180 g �T � gO I I I I TYP.ANCHOR I STANDARD MULLION CLIP PER SUBSTRATE, I EXTERIOR < tA� rn MODIFIED TO FR FIELD SEE TABLES IB-14B ® I I I Q Z r r CONDITIONS. '� I �YXfi'ANGLE CLIP, Z Z Q O) m 1 I 2 PER MULLION END,MUST BE O z N r I I INSTALLED INSIDE OF BAY MULL. F l-• 7D cc) 1 O gv8i a0 LecD MULLION Lnu) i I I I U ii I o � F Y `L 2-X6'X.125' F- In j fn I ANGLE CLIP, U Z Q O 0 I I 2 PER MULLION END, Q - z 0 MUST BELIF OFMULL. D n:E �I I INSIDE OF MULL, �_ TYP.ANCHOR PRODUCT REVISED as eomplyin with the Florida`--PER SUBSTRATE, Building Code SEE TABLES IB-13D OA-No. 17-0630.01 INTO WOOD, I STEEL,ALUM Expiration Data 05126/2021 INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR By , ALUM,CMU OR MASONRY MODIFIED INFIELD. ` Mi ly emu Mlaml-D�pdi!F Produot Contra i EXTERIOR TAt10E �- W EgGEONO110P O PSP K © I ® INTO WOOD,STEEL, ® ® ALUM,CMU OR MASDNRV ry� 1 DGE Z ER CHOREDGE EaDISTANCE W_ LYN DISTANCE NOTES FOR INSTALLATION OPTION G&H: �, `�.�a�N....... PERANCHOR ��'.'' 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. Z NOTES FOR INSTALLATION OPTIONS F: = Q-:• •.��= i 2)DETAIL G:SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE p = *' N0.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125 MULLION. LOCATIONS. -.0 - �6_ /LOCATIONS.2 SEE TABLES 1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3 DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HDLE $ �' T, p ,(\ ATE 3)THE 2XS CLIP IS NOT SUITABLE FOR THIS APPLICATION. - CS } //'1iS10NAL a A.L+NNIIPAIL ,P,E. ' C) FL P.E.#58705 { I TABLE 1A o Mullion Capacity Table eht Opening Width(forver6calyspar7irg moons)or0penifg Hetght((orhoSpaamung mupiorts) 5 a • 50 in 60 M 70 in 86 h 80 in 100 In 120 In 140 N 160 In RnetalguLtrTtepRneng. Rectangular Traptldang. Raw gder TMI'lllsttg- Reeteww Ta;Frf- ng. Rectargumr 7FNg7Han8. Raotanguisr TMPMarg. Reeten9ubr Tmprtrlang. Rednngular lreprFitmg. Rant=$Wor -t-pr013n9. 1x2X.125 Looding Loading Loadng Loadng Loaning Lwdng Loading Leading Loadng Loadng Loading Loadng Loadrr,g Lmdn9 Lwdfng Loadne wemo L.4.g qZ, Al�lluluoo �� � � s � � � N LL LU 421n 111.91 408 129.5 332 93.2 408 115.5 325 79.9 1 406 107.8 321 69.9 408 10xA 319 62.1 408 104.0 319 55.9 1 408 104,0 319 46.6 408 101.0 319 39.8 409 104.0 318 35.0 408 104.0 319 � � _ 48 in 74.9 312 83.8 258 624 312 73.4 252 53.5 312 67.0 248 46.8 312 832 246 MA 312 61.3 244 37.6 312 6l.0 244 312 312 61.0 244 28.5 312 61.0 244 23.4 312 61.0 244 � Vt} 50.621 In 83.9 287 706 234 85.2 201 61.5 228 45A 261 55.7 224 39.9 281 5Z1 222 35.5 281 50,1 224 37.9 281 49.3 218 26.6 281 48.3 219 226 281 49,3 2f8 20.0 281 49.3 279 F LU r rN 59 in 92.6 247 57.5 207 47.8 247 49.8 202 37.8 247 44.8 189 329 1 247 41.5 19829.2 247 39,4 194 26.3 247 38,4 193 21.8 247 38.1 797 18.8 247 36.1 183 19A 247 38.1 187 C C13 M o ca 0 601n 38.4 230 41.2 170 320 1 2200 35.4 168 27.4 200 31.5 163 24.0 200 289 16D 2t.3 200 27.1 159 19.2 200 25.8 157 16.0 200 25.0 158 1 W LLI J q4 z In 13.7 181 35.3 155 27.6 t87 10.3 152 27.7 16f 20.8 f48 20.7 fel 24.5 S4@ ta4 181 22,8 !44 16.9 f8t 27.7 147 B61n 26.8 ted 30.0 142 24.0 165 26.1 139 20.6 165 27.1 136 10,0 I65 21.0 134 Z z OT)$ m = 72 in 222 139 23,3 128 18,5 739 13.8 118 15.8 t39 l7.6 118 (� �a 78 In 16.9 120 19.7 !09 15.7 !29 fe,8 tg7 N o aZ 78 m 174 118 18.2 104 D Q r e^ Q 0�I 6f TABLE IB it ANCHOR CAPACITYADJUSTMENTFORMULA. z 4p Anchor Ca c Table lbs to-v ANCHORCAP.,.s,,,a, a (!) �6 Substrate: 27k Catpreta 39k cone. H.0-emu Pont CMU PT Wood Metal (DP-)X{ }=ANCHOR CAP-,,, MULLION CAP.,,a,,,,, We"Fico 114'9S vb.it IM•SS E7oo W 0 Steel 012 91eel 812 Steel o W 1' Y RncnorTypa: site`gco Ultracal 114-Elco 4t8maon 31i6•Ebo U7traaon i!4'E4a Ulaesan Anchor CIIp Patterns UtOaesn AggmGator AggmGeju somw{G5)suave t05y s«ew(es) USE THIS FORMULA TO OBTAIN THE•ANCHOR ® 6i 04 N rA Edea Oistence(mk r 2-t>2' t• 2.12• ¢t/8• 1' 2-112• 1` alrr 2• 2• DAB" 0.54• 6.324• CAPACITY REQUIRED"CORRESPONDING TO AN � � y� ¢ � a EmbmherA(hr. t-W4' 1214" 1-314• I've 2' 7-VN t-iti' t-'ltd' 1-114' t-itt• T s ve^ tdl8` ,cries ACTUAL PRESSURE REQUIREMENT FOR THE z anchors 4.75•Min.O.C.t smnemd or t alp(Fla 1(: 3901as 790 ms 450 ma ego u>, 1e44 ms ve ms leo as 752 ms =Ib� 187 g4s&1 341 ms 442 r. sso 98. OPENING,WHEN IT IS LOWER THAN THE MULLION tl�.. r z m rn 4Ancfwm 43 7.lS btln.O.G t StarGard tor08aefY CQp F42•?): 4801bs 700 ms WA WA WA NIA 380lbs WA WA WA 682 8a E85 It. 1120 as CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AncMrs 3'htR O.C./(2)285An71a Cfipa I(Fe.3j: 780Iba 7800. 880 uu 1560 1b. 1898 fire 540 9m 580 02- WA 6830. Ismu. 182 8+a 265 ma 112p ms MULLION.IT WILL YIELD A MINIMUM ANCHOR O m� 2 Amtm 0 OAS•Min,0.G 1 U•aip,Into.125•Alum•(Fv.4k WA WA WA WA WA WA WA WA WA WA WA WA 15 Its CAPACITY WHICH MAY BE USED TO QUALIFY I A0chorl F-QiP(F19.S}: 195 ms 195Its 225lba 445 ms an ms 1331bs t4G IM to iba 33zlbs 277 ms 172 etas zzt las zeo los ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED @1.15^Min.O.CJF-aiP{F70.6j: 240 ms 350 msWAWA WA WA 190 ran WA WA I WA 3411bs 4421bs 560ms ANCHOR CAPACITY TABLE as complying with the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Code NOA-Mc. 17.0630.01 Expiration Date 05/26/2021 By- FIGURE MImr-D Product Cont- . 1: FIGURE 2: TABLE NOTES: B • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, --� 1,000' FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE I 3)MULLION AND MULLION CLIPS SHOWN ARE NOT 70 SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. rj HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" 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 L .125' ��.��ap�1Y•LYty�, i CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ` FIGURE4: FIGURES: FIGURE 6: ) C "1,. <10ENSF-•.��.. YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL SE 6063•TSANO BEA MINIMUM OF.125' t �`: 101 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2'X.125•MULUON _�* No-58705 LL-o I I LEAST.125'THICKANDA36.ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST3SCREWTHREADSBEYOND 1p � THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,1B$S.S.OR 410 S.S. '_ t 6 A 4i %�O STATE F� .'(V�ti 1,��7`rs7��lVAi EN 0 A.LrHNrcw IN PIE, FL P.E.#58705 TABLE 2A Mullion Capacity Table Ibafte $ Y Opening Width(for teltitinily-sparAng mullions)Dropening Height(for horizontally-6parutlrg mdlons) 50 in 80 in 70 in BO In 901n 100 in 120 in 140 n 160 in .. Reetangular Tap7M1ag. Reclargular 7mplTrianB. Remanguter TmpRdap. ReelarguUr TIaplTrUag RectanpWer TmWTtlarg• Rectangular TmpTAan9. RecUngular Tmp/Tdmg. RecUrgWarj211 . 119 ReeUnOUHr TraplRlang m rc 1 x 2 x.376 Loading Laavlrg Lmelrg Loading Loading Loading Loadllg Loading Loading a"T nil LOadaW Lording Leadve Loading L-dirgg Lang Laadlrg - p2 1Wi Alum.Tube �• ._ z ,a r x 'a,. a.. 'va r f a 2> - "e s r v= a,. c.. _Mullbn 3 Siad yy� tx 8 S a� S , ryil g �_ � s R � � a a 8� �a 5^ �� a _ a 0 g s }a2$�( �§s s_p a e�'aa yp a �yR s q $$�i s ytr € @ s gy 5�g �g 5 _ i zA did f did �o dC8 d f€ d 3 id 2CR a d¢ d g� did drcN2O uJ42 in 170-0 620 170.0 435 157.3 662 170.0 478 129.7 662 1700 506 113.6 6Q 169.5 518 100.8 682 1869 517 sea fib2 160.9 517 76.7 862 1868 St7 84.8 662517 58.7 882 788.8 617 W49 in 121.6 507 136.0 419 101.4 607 118.2 410 86.9 507 108.7 403 76.0 5W 1026 399 67.6 507 S9.6 397 608 507 99.0 396 60.7 507 98.0 398 43.4 507398 3a0 507 99.0 396 60.625 in 103.7 458 1146 378 08.4 438 998 371 74.1 456 80.6 364 64.8 458 6L6 360 57.8 456 '81.3 367 $1.11 436 800 358 432 458 80.0 356 37.0 456356 324 656 800 358 CD %In 85.4 400 83.3 335 71.2 400 80.9 328 61.0 403 727 322 53.4 400 67.3 318 47.5 400 64.0 315 427 400 623 314 56 400 61.8 313 30.5 400313 26.7 400 81.8 313 am m 07)623 324 66.9 278 51.9 324 57.5 270 446 324 61.2 264 38.9 324 469 260 34.6 324 43.9 257 31.1 324 420 255 260 S24 40.5 253 222 324253 19.5 324 40.5 253 -I F 40 0C 6381 53a 294 57.4 252 44.8 294 49.2 246 33A 294 43.8 241 33.6 294 398 237 29.0 294 37.1Z34 26.8 284 362 232 224 294 93.5 230 182 294230 168 294 334 230 Q6s n 46.8 *202 Me 39.0 268 424 225 33.4 266 37.5 221 29.2 �6 341 218 2e.0 268 31.6 215 23.4 2Ss 29.8 212 18.6 268 28.0 210 76.7 268209 146 268 27.7 209 y Z U U 0 72 In all) 188 30.0 226 322 181 257 225 264 18a 225 725 25.6 165 20.0 225 23.5 102 160 225 221 180 16.0 725 2,7.3 177 128 225 19.8 178 11.3 225 19.6 176 76 In 30.8 177 2S5 202 27.2 173 27.8 202 23.8 170 162 207 275 167 17.0 202 19.7 165 163 202 164 1W 128 202 16.7 180 10.9 202 768 158 8.6 272 15.a 758 ham- J �❑ U �Z N Q J 78 in 28.3 192 29.8 168 236 192 25.1 165 20.2 192 71.0 162 17.7 192 117 159 15.7 192 18.1 157 14.2 782 7fl8 755 71.8 1922- 16.2 152 10.1 192 14.4--- 158 B.B 182 142 150 J �- 901h 166 144 19.0 128 164 144 161 126 Z Z~ = Q 03 M ~O Q Lb Z 03 M ! Lb 96 in 152 127 16.6 113 °• (n r� 2 -•o TABLE 211 ANCHOR CAPACITY ADJUSTMENT FORMULA: B Anchor Capacity Table lbs ANCHOR CAP.,,,,,,,,, Of x Y Y ANCHOR CAP.,,, 6rostrate: 27k Conamte 3.5k Cane. Hollow CMU Filled CMU PT Wood metal (DP-)x = 4� N Ln W i MULLION �,,, FF-- F- 5116`Eim 1/4'SS El..918'Ebo 114`SS Elm 1710 SIeU Bt2 SteelMOUSted 2 U y` QAnettorType: 916'F1co Ullr4mn 114'Eko IJltm.on 3118'Elm u5reeon 1k'Elco Ulhaaon USE THIS FORMULA TO OBTAIN THE'ANCHOR t7 � O AoctiofClipPatCom9 Umacon a0aia Ulbaoon A9ieGamr 6ccx(GS)seew(Ss) Q ZinCAPACITY REQUIRED'CORRESPONDING TO AN IL Edge Dstance OnF 1' 2.117 .1" 2-IIT }ifB' 1' 2-12' 1' 2-112' Y 3-U8' 2' 0.48' D.%' ACTUAL PRESSURE REQUIREMENT FOR THEEmbedment(m 1314' 1-314' 134' t3/{^ Y 1-1lM1' 1-V4" 1.114° 7-114' 1-114' 1.114' Y 1318° 1-3/8' O .. '5 $ OPENING,WHEN R IS LOWER THAN THE MULLION 2 ARd ®4.75'Min.O.C./9ta=rd or Offad QIP(FSB.17 390Ibe 380168 450 to 890 I6, 164418. 270 Ws 2801ba 354108 74014+ 37416. 6%Ibs 94814. 341 Iro 442147 560 bs U in PACITY FROM THE TABLE)OF THE SELECTED 4 Anohara®7.15'Min.0.0/Standard(or 01687)Clip((Fig.2k 4150 be 700 185 WA WA WA WA 380 lbs NIA NIA WA WA WA 682 lbs 8B5Ipi 112010. CA 4Anchors�3`hM.O.C./(2)2x5 Angle CBps/(Fg.3)_ 78016. 78016. 6911 IDs 15601.. 189616. 5411 Ibs 58018, NIA 7604 7411 Ibs 8110 m. 169x lbs 6B21Ds sas lb, 772018. MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED 2 Arm4 A®0.45•Min.O.C./11L11p,4711.125'AWm.(Fig.4y WA WA WA N!A NfA WA MIA WA N/A Wn WA WA NIA WA 715188 CAPACITY WHICH MAY USED TO QUALIFY as lelingcompIn with the Florida 1 Amh.I F-Ulp(RD 5): 1851DS 19010. 225 b. 4451bs 822IM 129 fa. 1411 Ibe 7771be 370 lbs 18716. S721bs 473 ItS 7711 iha 221 lbs 280 IN ADDITIONAL ANCHOR OPTIONS FROM THE Building Code 17-0630.01 2Anebors®1.1S Mln.O.CJ F-glp (pg. e)' 21010.. 35016. WA WA WA WA 19010. WA NIA N!A WA WA 3411Ds 44216. SBO Iba ANCHOR CAPACITY TABLE NOA-No. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Data 05/26/2021 By Miami- nd roduct Control FIGURE 1: FIGURE 2: TABLE NOTES: i ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000- r--- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • • ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `:��'�;.•' \CENSE•'•�����i ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375" _ , No.58705 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED * •: 7Q' FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" 1•X 2'X975'MUWON _ THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT . =(il LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND pOi :'ACL/` THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. � 't`•'• � F� t A.LYNtSWLLER,P.E. FL P.E.#68705 TABLE$A h Mullion Capacity Table(Ihs ® _ Opening Width(far terUra4-sparaing mtllions)or Opening Helghl(for hodzanfa9y-eparr/ni;mWfons) 50 In 80 in lain s0 in Sol. loWn 120 in 1401n 15051 Rectal9utar Twp178am Redmq lar Trep^Tlang, Recianw. Tm4JTrlang. Rectan9d9r Tieft 1 X 276 X taadn9 twdnB Loadne r-aatin9 Loa+finB Laadng Laadng � R mar Tragi 8. Rec6rrpdar Tragi deng. Rector 90101 -P -9. Red.Vubf 7mp7R1en9. Raetaneutar 77epd1118np. .376 Al7ua rr9 rfu19 dn9 tnae4.9 txmdn9 Load- Lwdn9 1-dou tmdn9 El 1 Tube �� 9 � �aTm! 1 �� gEa asg � � �� TM1.110 _ �� ass �= s�' s� ,�_ i ,� a �� .. s $ � � $ }I1r 1 da[ s gg� r 5s pa $�i S� .yt SaS3£ a� W d rls a 2€- d`& LS. dre s da M as A 058 a� 3I ' i2 a z �n 42 M 1711.0 830 170.0 435 170.0 744 170.012N 17aD 868 170.0 508 170.0 882 170.0 619 170.0 1116 770.0 621 170,0 1240 170.0 621 148.7 1301 170.0 S21 127.$ 1301 170.0 527 114.5 1301 170,0 821 _ 48 in 17tl.0 706 170.0 024 170.0 890 170.0170.0 992 174.0 630 1700 1133 574.0 667 Si1.9 11.J 170.0 877 138.8 179 170.0 690 N3,9 1139 77010 680 87.6 7138 170.0 684 85.4 1119 i7ga 680 y 50,629M 1780 747 17010 563 170.0 898 1709167.8 1032 ITQO 684 1469 1032 170.0 723 130.5 1032 170.0 747 177.4 1032 1780 756 97.9 1032 170.0 758 83.8 1032 170.0 756 73.4 1432 170.0 756 F +� �m � 641n 170,0 707 170.0 612 161.3 807 170101Jfl2 807 164.7 730 124.9 907 152.5 720 147.5 807 145.0 710 98,8 907 141.1 7t0 80.6 W7 140.0 709 69.1 907 140,0 709 WA 807 140.0 709 ¢ � p� rn SD 1. 141.1 735 151.6 6'25 517.6 735 130.31008 735 116.0 599 882 735 1062 580 78.4 735 99.5 603 las 738 95,1 578 58.8 735 9f.8 574 50.b 735 81.8 8701 43.1 735 9f9 $74 }�,• CLU 53M 121.8 686 13010 $70 101.8 60 117.587.0 666 98.9 547 762 668 90.1 538 67,7 668 93,9 531 60,9 660 79-B' 528 509 6W 78.8 821 43.5 666 76.6 821 38.1 660 75.8 521 .y U Q C661n 106,0 W7 1121 522 9E.3 607 86.7 75.7 607 85.0 507 682 WT 77.1 493 589 607 71.5 488 53,0 607 67.6 481 442 607 63A 470 37.9 607 62.7 474 311 W7 627 474 vi z LU� E`i' V j 72M 829 510 86.8 443 6810 St6 73.058.3 10 64.3 428 SfA 610 s7,9 419 46.4 510 53.3 413 408 SID sa0 4178 34.4 510 45.9 402 291 510 44.4 369 25,6 &to 44,3 We L7t rn 78M 68.4 456 72.6 400 57.8 456 81.749.8 158 54.1 385 43,4 458 4B.fi 37H J8.6 459 44.8 373 34.7 488 41.6 966 289 458 37,7 362 Z1.8 456 3fi.0 359 21.7 458 95.7 356 a = �n78M 84,2 435 67.0 381 53.5 435 b6.T 469 43$ 48,8 386 40.1 43S 44.7 360 357 435 40.9 355 32,1 43S 3af 351289 435 34.4 314 729 435 32.6 3011 Zai 43S 322 3490M 41.8 327 43.1 290 341 327 384 28.9 327 31.8 280 281 327 28.3 275 212 327 25.7 ZIi 20.9 327 23,7 268 17,4 3Z7 21,0 262 54,9 327 18.3 268 zN911" 346 287 3810 257 28.7 Tel 29.9 24.8 287 280 248 21.5 287 23.1 244 19.1 287 20.8 2111 172 287 19,3 2J7 14.4 297 18.9 232taeM 242 727 24.7 205 202 727 20.8 57.3 227 iB.D 198 i8,t 227 16.0-111 In 22,3 215 22,7 194 18.6 Z15 18.7 15,9 216 16.6 188 N Lli Lo 120 in 17B 184 17.9 107 m a C, rn rn TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: � 0.�r z U � Anchor Ca fly Table lbs .0 sm.0 Sut6trata 27ktAncrete 13.5kCarom. HpBpxCMU FlaNCMU PTWsod H5601m {DP-)Xt }=ANCHORCAp.,", q Sms,mcO 7/4'ss Fico 5176°Eiw f/d"ss Faco 810 steel 612$ledl MULLION CAP.,,o,,,,,,, U Anchor type: 3118'Eka tAbac4n tt4•Eka t9ffttom 31iG EtoO iRtmacn ttq•Ek.Uttrecm AagmGalot LRIMOD A90reGamr 8-P5)a.-(w) 5) USE THIS FORMULA TO OBTAIN THE"ANCHOR AnchorglpPatt9ms 00acon PRODUCT REVISED Edge Dlafance(M7 1' z-kl" V 2-w- 3-119• 1' 2.12• 1^ 2-117 2• 3-115, 2• OAT O.B4^ CAPACITY REQUIRED"CORRESPONDING TO AN as comptying with the Florida Embedment tMk 1,374' 154' 1-314' 154' 2' 1_W 1.114' 1-114' 1-114" t-174' 1-114" Y 1.318^ 1518" ACTUAL PRESSURE REQUIREMENT FOR THE BuBdEng Code 2 Ancaam(�4.75'MSt O.C./Snnersd or OOset alp SFle•1}: 390Ibs 360 Bn 450w 800bs 1844 bs 270IM 280 ms 354 lbs 740 ms 3741bs 6'641ba 948 ibs 34116s 4421bs OPENING,WHEN IT IS L4LVER THAN THE MULLION NOA-No. 17"0630.01 4 Arlahon 1.15'MM.O.0 t 9lsntlard(�OffiM}Cgp(FIB.2x 480 ms 700 bs WA WA WA WA �140 M WA WA WA WA WA 882lbe $as(!>g CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anch-Q8 3^Min D.C,1(2)2x5 Arlple Clips I ft.3)' 760 ms 7W bs 680 Ds 1500 ibs 1696.ms 5401bs ft WA 7801bs 748 ms 980Iw1892Ibs 6U lbs 8W IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR Expiration Date 05/2612021 2 Amlmnr 0.45•Min,O.C.7 UYC9p,Ifth,125•AN-.(Flo.41 WA WA WA WAWA WA WA WA WA WA WA WA WA CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchtt I F-Clip(Fig.5): 195 lb. 185 lbs 22514v 445 ms 822 ft 135 ms 6. 1771ba 370.Ibs 187lb, 3321bs 073 ms 1701bs 727 IDs 2aD ms ADDITIONAL ANCHOR OPTIONS FROM THEControl 2Armhos 1.15°Mtn.4.CtFL1g1(Fig.B}: 240teWA WA WA WA ha WA WA WA N7R WA 341 ms 442 8s 560 R+o ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: 0 � � -••1 1,000" r-- 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. 15147111 2)LINEAR INTERPOLATION BETWEEN OPENING WIDTHS IS ALLOWABLE, ���� tJYLYNN�,� FIGURE 3: . ,(. . GEM ��i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 29-23. 2.760°D7, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. '•,'p �, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. * No.68705 -^ ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUTFILLEDFIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT{CMll)SHACL CONFORM TO ASTM C-90.WAD SHALL BEPRESSURE-TREATED S '7J��uaQZ:: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.125" T'•, A, (4 �� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK{18 GAUGE}.STRUCTURAL STEEL TO BE . '••.CORtOP..•' �' U--LL-_-� 1"X 2.75"X.375"MULLION �i /% i • THE 191&k 2 ANCHORS INTO WOOD MAYBESTEEL,t8•BE S.S.OR 410 S.S. THREADS BEYOND �''t s!QNAL. A.L%N MILLER,P.E. FL P.E.#58705 TABLE 4A mullion Capacity Table tbs#t2 Opening width(for veNDally-span in indlions)or Opening Height(for hodzonlslty-spervting mLfflDns) r! a 50 in 60b TO in 80 in 901. 100,In 1201. 1401. i6D In ltactmtgular hap/Tdang. Rect.ngular Trzirfil g. Restenguiar TLoa long, tlec4vgtdar 7teplhGan9 Realmgular TreplTdeng. Rocta,tna Tr.p/1'de.g. Recten91dsr TwpRdang, Reetwi;Wsr TrgalTdmg. s m d 1 X 2.76 X TaiYTdan;3 Rscmngala t.aading Load.9 Loading Lancing Loading Load Lasting L.&V Laadng LwAnif La.dtHi Lading Loading Lasdna Laadmg Loadal9 Laadng tosdnB c i .660 Alum. Tube 'a._ a �.. a1Tilmliu Z'�. Ii � �• 1)gNoo ao v v u 4av o ca as o ov v vo u to v ram v o �� u9' u,yfe u 2F dna �� c� 29 s � a �g a dz a � L 42 h1 170.0 620 170.0 435 '170.0 744 170.0 478 170,0 888 170,D 506 170.0 992 170.0 $10 Vet) 1118 17D.0 521 170.0 1240 170.0 621 1740 1988 170.0 521 158.7 1820 170.0 521 138.8 1020 170.0 b21 w Q 48 in 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.v 630 170.0 1133 170.1) 661 t70.0 1275 t746 877 170.0 1417 170.0 see 141.7 1417 1700 680 121.5 1417 17U 680 106.3 1417 170,0 850 W 5 {t} 548251. 170.0 747 1704 503 170.0 898 f740 631 1704 lone 170,0 684 170.0 11195 4708 723 1628 1286 170.0 747 146.3 12$6 1760 756 121.9 1286 170.0 758 109.5 1285 170,0 758 91.4 1286 1700 758 1 W 54 in 170.0 787 170.0 812 170.0 BSB 170.0 691 170.0 1116 170.0 7S4 150.7 1130 170.0 803 133.8 1130 770.0 837 179.8 1130 1704 656 1045 1130 5740 861 68.1 1130 1740 861 76.3 1130 1740 661 Ir CD co W 60 in 170.0 885 170.0 701 148.5 915 162,3 761 125.5 815 144,5 746 509.8 815 1323 735 87,8 915 123.0 CD 726 87,9 915 Has 720 732 515 iid4 715 B2,g 915 114.0 715 54.9 815 514.4 715 ,C i- CD 63 in 15til 830 161.9 710 126.5 830 138.9 694 108.5 830 1232 681 84,9 830 1722 8JD 84.4 830 104.8 662 75.9 899 99.4 656 613 874 943 649 542 830 94.1 648 47,4 830 04.1 648 (!1 Z 65 In 1321 757 I4D.0 650 110.0 757 118.6 635 84.3 757 105,9 624 825 757 98.1 614 73A 757 B9.1 600 88,0 T57 842 see 65.0 157 78.0 593 472 757 78.2 501 41.3 757 78.2 691 Z Z 111 z y Q CL m v 72 to 101.7 838 106,6 552 84.8 838 914 5{0 72,7 636 80.1 530 83.6 638 72.2 525 685 636 66.3 514 50.9 838 823 509 d2.4 836 ST2 500 38.3 830. 55.3 497 31.8 836 652 497 Cd _ Z 781. 60,5 571 90.4 498 12.1 571 78.8 468 B, 571 67,4 479 54,1 57f 60.6 471 460 571 65.5 464 43,2 571 51.8 459 36.0 571 47.0' 451 349 571 448 447 27.0 571 44b 446 781. 0(1.0 $42 83.4 474 E6.7 512 70.8 465 57.1 542 62,1 458 540 542 65.7 449 44.4 542 51.0 442 40.0 542 473 437 33.3 $42 42.9 428 28.6 542 40.6 425 25.0 $42 40.1 423 2 F•- c�L Q 90TH 525 407 53.7 381 43.4 407 45.4 355 372 407 39,6 349 325 407 35.3 343 28,9 407 W-i 338 26,G 407 28,8 334 21.7 407 -28.1 3M 58.8 407 24,1 322 fe.3 d07 23,0 359 Q ..Z +� 96 In 44Z9350M.1 32035.8 358 37.2 314 30.7 358 32.4 309 248 358 28.6 304 tie 358 28.1 350 215 350 240 296 174 358 21.0 299 56.3 758 182 284 a m %O m0 108h 30.8 255 25,1 283 25.9 251 21.5 283 71.5 247 16.8 263 16.9 244 18.7 283 18.0 240 16,1 283 16,5 237hX�1111in 28,3 212 23.1 267 23.8 238 19.8 287 20,6 235 17.3 287 G LU 18.3 235 15.4 26J 10.5 728 2`• Nt/} N22.3 208 18.7 220 10.8 205 15,7 229 18.2 2D2 [^: x Q , TABLE 48 O d Z O Q ANCHORCAPACRY ADJUSTMENT FORMULA. D• m� Atnehar ac Table bs a .. 8ubs0al.:i 2.7k C-rct. 3.5E Cane. H.6aw CMU RNCNOR CAP.,,,,,,,,, O Reed CMU PT woad Matel (PP„e)X( )=ANCHORCAP.,m v 'is,Eka 114'S3 Ek.ffi16`Ekia 11V 8S Eko-#10 Steil o/29teei 012 Steel MUCHON C *:: K Anchor COP Patterns AtuhorType: 3/761Eka tgBsOan Uq"EMa(nbaam Ulbvo.n 3+18'Eles Uw_ 114"Eko UBreaon A09mobWa ul.acon E otst.nc. k 1" x112^ 1° 2.711' 3-lr8• t' 2- AggreGa r Screw(O5)6arew(G51 screw(G5) USE THIS FORMULA TO OBTAIN THEANCHOR PRODUCT REVISED dm tet vz• s 2-1r2' 2' 3-1/8• 2` 0.48• 0.6a• a.32a• CAPACITY REQUIRED'CORRESPONDING T4 AN as comp Godewith the Florida Embedment On 1-214" 1-314' 1-314` 1.314• x 1-1/C 1-V4' 1411/63' 1-114' 1-1/4" 1.1/4• 2' 1318' i-3/B' jades ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.06$0.01 2nchor$ 1.15-Min.0,.c./S dorCbN)Clip(F1).lY. 390 Me 390 Um 450 be 6900.s 164911s 2Ta166 2801bs 3541bs 7401ba 3741bs 684 me 948 Me 341 P. 442W 560 T. OPENING,WHEN IT IS LOWER THAN THE MULLION -0Ancboe®1.15'Min.D.C./Smndmd(arO�N)GIP(Fg.2k 480 0e 700 0s NIA WA WA WA 380 MS WA WA WA N/A WA 602(b. 685 1/20 Tim CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Data 05/2612021 4 Anchors{U 3'Mn 0.4/¢)245An91a Clips/ft.3} 7801bs 780 roe 6801. 1569 ms tag9lm 5401aa 6601hs WA 760 Das 748 rbs 880 ms 16911ba fi821bs bs 112a Ibs MULLION.R WILL YIELD A MINIMUM ANCHOR 2Atntrom H OAS'MIH.O.C.1 U-dlp,81fo,128"Aiwn•(fig.A): WA WA WA WA WA NIA NIA WA WA WA WA N/A WA 715$ts CAPACITY WHICH MAY BE USED TO QUALIFY BY -°°--� 1 Anofnrf FLIip(Fig.5): 195I6s 195 be 225 Pos 445 be San be 135 Ots 14U 1w 1771bs 37014. 1871be 332[be 4731a 170[be alt 1 s 28DIbs ADDITIONAL ANCHOR OPTIONS FROM THE Miami-Da roduct Contro 2Anchom Q 1,115"MIH.C.C1 FOf(FIG.OP, 240-be 350If. WA N/A WA WA 190 ft WA NFA WA WA WA 341 be 442 P. 566!59 ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. (' --D CIRCLED VALUES ARE USED IN THE E(AMPLE ON SHEET 24, FIGURE 1: FIGURE 2: TABLE NOTES: �•� J[ ---, 1.000"40 1 �- 7 j SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 1(41ftt/7 N ' FIGURE 3:F ���a. ,...,...N� '•'ice 3j MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 2.750" y,:qty,'. 'VICENSF f�f��Y i i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, *: No.58705 .'D S ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED , , �y CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED e5o FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF.125` O ;r THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT "T,t�, LEAST.125*THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i"X2.75'X,660'MULLION �i�SC�•'• tORIDP,.•'G THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S,S.OR 410 S.S. 'i S ` 1NAL1N��. Al LYNN b1ILLER,P.E. FL P.E.#58705 TABLE 5A ® $ Mullion Capach Table ballet Opening Width(for sertica*spaming mWons)or Opening Height(for inrizonta*spmring mullions) 9 50 In 60 in 70 in so In 90 In 100 in 120 in 140 in ISO[. ReeDrngula Trapl78erg. Rectangular haplTrlan9 Redm Wfw T.WTtlarg. Reetanow Tmprrdang. RmWtgtdu Tropili1mg. Rectangular Treprrdang. Reetena lzr TrWITlien9. RadaigW" T-Wdatg. Redo lv Ttgilrdang ~ 1"X3.126"x Loading Loading Loading Loadlg Loading Loading Coaling La.4n8 LoadM Lowing Loading Loading Loadig Loading-ceding Lmdng Loedm Lmtdrg ole V .600"Alum Z' 2^ r k r Tube Mud s` �� a _ ea �•� Z�rfr:� tm i�s 27 D� L� Z:. t a i3 �• � � sD�g� a t2• m(V u�8!; v v 0. u u ' U n8 x t1 a < oa 5 b 0. t= 42 u1 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 608 170.0 002 170.0 519 170,0 1116 170.0 521 170.0 1240 170.0 521 17D.0 1488 170.0 521[73S 1735 170.0 521 1544 1802 fl0.0 621 J (7 48 D7 1740 708 1740 524 170.0 �0 17fL0 584 170.0 992 170.0 630 170.0 1139 970.0 661 770.0 1275 170.0 877 170.0 1617 170.0 680 157.7 7577 170.0 fi80 1577 170.0 680 118,2 1677 170.0 080 U3 Z 50.625 In 170,0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 1740 1494 170.0 756 141.7 1495 7740 7% 1495 170.0 756 108.3 1195 170,0 756 Lll O F- 64 1n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 168,1 1401 170.0 837 149.5 1401 170.0 858 124.6 1401 170.0 661 1401 170.0 961 CIA 1401 170.0 851 IY m � LLI � 60 In 170.0 645 170.0 701 170.0 1063 170.0 797 158.5 1166 170.0 878 138.7 1168 187,0 828 123.3 1158 1S4S 917 111.0 115!1 149,7 010 92.6 1158 114.5 903 1156 144.5 003 89.4 1158 144.5 903 F Z 60.In 170.0 930 170.0 745 169.6 1049 170.0 B50 137.0 1049 155.5 860 119,8 1049 141.7 046 106.5 1049 1320 836 95.0 1049 125.5 828 79.9 IGO 119.3 620 1049 110.9 819 59.9 1049 118,0 818 Z Tu 601n 188.5 655 170,0 789 139.0 -055 161.3 804 119.1 955 133.7 788 1042 855 121.4 775 Sze 955 1126 785 63.4 855 106.4 757 69.5 958 98.8 749 055 88.7 748 521 955 98.7 748 vi Z W j 72 11 128.6 Boa 134.9 697 107.0 107 114.8 682 01.8 803 101.1 870 80.3 803 912 659 7i.4 649 83.8 649 642 803 748 642 53S Bm 722 632 801 89.8 '628 441 047 69.7 827 C J ij 0.2 78 in 108.2 721 114.1 629 81.0 R1 97.0 818 7A0 721 85.1 605 68.3 721 70,5 505 60.7 721 70.1 588. 34.8 721 65,4 578 45.8 721 59.4 589 721 58.8 984 34.1 72f 58.1 683 I1=-- Q r r 781n 101.0 684 105.4 599 84.2 804 69.4 587 722 884 78.4 578 63.1 684 70.4 587 58.1 884 84.4 558 50,5 BEf 59.8 551 621 684 54.1 641 684 51,3 538 31.6 BB4 50.6 534 Z 1-- S Q N 90 in 65.8 514 67.9 456 54.8 614 57.3 448 47.0 614 50,0 440 41.1 514 44.8 433 345 514 405 427 32.9 614 37.3 421 27.4 514 33.0 412 514 30.4 406 20.6 514 29.0 603 FQ, F i(J z co 8fi In 542 452 55.7 404 A45.246t247.0 396 38.7 452 40.9 300 33.9 452 38.6 384 30.1 452 32.8 378 27.1 152 30J 373 226 452 28.8 385 10,4 452 7A.2 359 749 452 22.0 355 x �C-�NO1081n 38.1 357 38.9 322 317 27.2 357 28.4 312 230 357 252 308 21.1 357 22.7 303 19.0 357 20.8 299 15.8 357 10.0 283 13,8 357 10.2 287 11.9 357 15,0 203 o LJ N a Y r 191 h 35,1 338 360 306 301 260 338 28,1 296 21.9 378 23.1 282 195 338 20.8 288 77,6 336 18.0 284 14.6 338 145 278 123 376 14.8 273 11.0 338 13.fi 215 0 c7 to U1201n 27.7 289 282 263 259 19.8 299 20.5 258 17.3 280 18.1 252 164 289 16.9 219 13.8 289 14.8 216 17.8 209 12.8 210 9.9 289 11,4 238 8.7 289 10.4 232 U X Q O IJ TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: � a z=O U AnchorCa d Table(lbs) 0.ANCHOR .�� 0. 0� X rvrvIY p Substate 27k Corc�e 35k Conc, HO00v CMU FWeO CMU PTWood MK8 (DP-)X( 11 ANCHOR U o m a�d� 5'161810 v4^BS Elco MT Mc 114-SS Elco 010SIed 412SION Al2SIcel MULLION CAP. Arlcno type: 315 Elco Unman tr4^FJco Uamcan 31e Eno U11-al us Elcounmcon PRODUCT REVISED Anchor ClIp Patterns Unmcon AgOeGaor ulDacrin AggteGaar screw(C3)screw(�5) screw{oc) USE iH15 FORMULA TO OBTAIN THE'ANCHOR as eomplying with the Florida Edge DslamO ft V 24/2" 1" 2-112 s-t/9' 1' 2-121. 2-v2• 2' 34ff 2 0.49" 0.W 0.32C CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Eml eenenl Opl, 13/4" I Mr 13/4- 1314^ 2^ 1-114^ 1-1/4" 1-0/4" 1-lAr 1-1/4" 1-1/4" 2" I-W 7318" wades ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630.01 2 Anchm@4.75'MIn O.C-/blanaard a OMet CIp(Rg 1); 390 bs 390 to 453bs 890166 1644 Des 270 Me leo fro 354105 740100 3741Ds 66i mB e481ts 9d11bs 442 lbs 560Int OPENING,WHEN RIS LOWER THAN THE MULLION 4 Arcftn i @ 1.15"IUM O.G/Standard(or OIBet)Clip(Rg 2X 4Bo bs 700 ms NIA WA N/A N/A 18011 NIA ILA 141A WA 19A 6821bs 885 roe 1121 Ins CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4ArltM @ 3'"In' O.C./(2)2K5 AngleClo5/910 3T 780 bs 780 Is 6W W 15601m 16961De MIS 660163 N/A 780165 748 bs Beam 1692103 6829bs efts ms 112D IDs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arcron @ 445'MIn.O.C.!ULilp,IntO.12S AWm.(flg dj N/A WA N/A WA N/A N/A WA N/A IBA N/A WA NIA WA WA 10731bs CAPACITY WHICH MAY BE USED TO QUALIFY BY tArcror/FCllp(Mg.5y 195103 193103 275 W 44503 622106 195103 140 Ws 17716s 37otm 197 los 3321 d79I� 170lbs 221 Ibs 280103 ADDITIONAL ANCHOR OPTIONS FROM THE MInmI-0a a Product Con ro 2Ancrols @ 1.16'MIn O.CJ F cIIP Tio.R 2401bs 35D lbs WA WA WA WA 190105 WA NA NIA WA WA 961 lbs 4a21m 5601bs ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. F"1.000"-I FIGURE 1: FIGURE 2: TABLE NOTES: ® 1)SEE SHEEP 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 AND10R OPENING WIDTHS IS ALLOWABLE. 3.125" ��� /� 7l�r FIGURE 3: 3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ``. LY N�apNY. �/ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q0.•,•' <10ENg�••,��� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '•� �.;' No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 6190.WOOD SHALL BE PRESSURE-TREATED I � FIGURE*, FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE AMINIMUM OF.125" 1"X 3.125"X.5'MULU SATE '• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1"VF MULLION) %Fs •.,C ORIDP..•'G�'C THE MATERIAL,#10 ANCHORS INTO WOOD MAYBE STEEL,1848 S.S.OR 410 S.S. 5' T,/ /ANAL�C1 A,LYNNIM1411tLE1�,��V``P.E. FL P.E.#58705 TABLE 6A a Mullion Capacity Table(Ib5lllz) Opening Width(for m191an9)or Opening Height horizontelfsparring mldlons) �C ra W N 60 In 701n 60 N Doi. 1m N 1201n 140 N 160 N O Rectsngca TrVfTdon9• Rectan9War T riTdF- I n9. Reclan9Wer Tmp/i8eng. Rec7anputar Tr4plTdan& RatmlgWw Traplltiang. Reetarlgl9ar TraplTdeng. Rectan@1ar T.4Yldeng• Rectaigular TrdP/Tria.& R.cimgular Trep/llianp tx4X.125 leading Loading Lend n9 Loadng Loading Loadm Loading Lwading Lmdng L.adN9 Loadwg Lowing Loedng /awing Loadrlp Lading Loar8no Laadn9 Alum-Tube g �, Z, P .' £, 1r t 1: p •_ '_ .F ' to Mullion -. u.. .. �,. .. _ .. a ... a,. .. - `� 6 RRe g H� g� 1g 1s �� s a e@ 8.g €� sad q� 165 06 a� o Los F-' 43 5� a SS �2a� 5� �� 3a� �g $ � drc E� �� � ¢� fa d@ d� � i�. z W �a a� o 42 in 170.D 620 170,0 435 170.01 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 to 170.0 1240 170.0 621 170,0 1489 170.0 521 145.8 1488 170.0 521 127.8 1489 170.0 621 W J f/7 48 N 170,0 708 170.0 624 170.1) 950 170.0 554 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 1156.3 1303 170.0 680 130.3 1303 170.0 660 111.7 1303 170.0 680 97.7 1303 170.0 680 f A 2 50.625 N 170.0 747 1 170.0 563 170.0 696 1709 631 170.01 1046 170.0 684 170.0 1195 170.0 723 156.1 1215 170.0 747 1405 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170,0 758 87.8 1 1235 170.0 7568 W O O ~ 641n 170.0 797 170.0 612 170.0 6% 170.0 691 170.0 1116 170.0 754 134.4 1158 170.0 903 1372 1158 170.0 837 123.6 1158 170.0 BSS 1029 1156 170.01 861 88.2 1158 170.0 661 772 11581 170.0 861 ? m LU U) 601n 170.0 885 170.0 701 168.7 1042 170.0 797 142,9 1042 161.1 832 125.1 1042 146.7 B15 1112 1042 135.8 601 100.0 1042 130.2 791 83.4 1042 125.1 702 71.5 1W2 125.1 782 625 1012 1211 782 (-- 0 031n 170,0 930 1 170,0 745 151.2 892 163.6 818 129.6 992 144.4 799 113.4 992 131,0 782 1098 992 121.4 766 90.7 992 114.81 758 75.9 802 1118.4 745 54.8 992 108.0 744 58.7 992 108.0 744 - d2 Q 68 F 165A 947 170.0 789 137.8 947 148.0 700 116.1 947 130.3 768 103.4 647 117.71 752 91.9 947 108.7 739 827 947 1022 727 68.9 947 95.1 713 59.1 947 94.0 711 51.7 S47 94.0 711 Z V m 2 V 721n 135.9 849 142.7 737 1132 849 121.6 772 07.0 649 108.9 708 84.9 849 96.4 698 76.6 849 88.7 686 67,9 819 82.7 675 66.8 849' 75.3 659 48.6 849 725 652 425 849 724 651 W d$s sO 761. 116.5 762 120.7 665 96.3 762 1026 652 625 762 50.0 640 722 762 80.9 629 64.2 762 74.2 620 57.8 762 692 613 49.1 762 62.B 602 41.3 762 69.9 597 36.1 762 19A 595 F Q � U Z ? O 70M 106.9 72A 111.4 634 89.0 724 :31.8 621 76,3 724 82.9 609 66.8 724 74.4 599 59.4 724 68.1 591 53.4 724 e3.4 583 44.5 724 67.J 57J 382 724 64.3 567 33.4 724 63.5 565 p F 1 90 N 69.8 643 71,0 463 60.0 E43 474 49.7 543 52.9 466 43.5 541 47.1 458 386 543 42.8 452 34.8 543 39,5 446 29.0 643 349 435 24.8 543 321 430 21.7 543 30.7 426 Q Z N 96 In 67.3 476 68.9 427 47.8 478 419 40.9 478 432 412 35.8 470 19.5 408 11.9 479 319 400 287 478 320 395 23.9 475 28.1 386 20.5 478 25.8 380 179 478 212 376 a N N� .0 m0 lea In 40.3 377 41.1 341 33.5 3T7 335 28.8 377 30.0 330 25.2 J77 26.6 325 224 377 24.0 321 20.1 377 220 317 18.8 377 19.0 310 14A 377 17.1 304 111 N 37.1 357 J7.8 723 30.8 357 318 26.8 J57 Z7.8 313 73.2 357 24,4 309 20.8 357 22.0 305 18.5 557 20.1 301 16.{ 357 17.1 294120 274 21.0 308 21.7 270 18.3 JOB 182 287 18.3 306 17.3 263 = V X Q H. 17.1) 212 17.2 196 K d-• Z (n Q TABLE 68 ANCHOR CAPACITYADJUSTMEI4TFORMULA: 0- g� Anchor Ca ad Table fibs) ANCHOR CAP.. T_ O 9ubslmta 27k Concrete 3.5k Carty, Hoeow CMU Filled CMU FT W..d m4el (DF;®)X( ,=ANCHORCAP.- MULLION CAP, T„s s 1e FJcO v8.ss Eko 516 ac. v8.Bs Elw atn s eel atz area g1z eted PRODUCT REVISED AOCh07 Clip Patterns Anclror Type: 7H6•Dso lAOacon 1/4'Eco Ulhaon 3118"Ele.UNraon 1/4•Elco l9trdcan Ultraeon AacmGdx 1.11hon A9ereUcr San:w(G5)Somw(06) Scrm(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR a9 complying with the Florida Edge Distance 1)n) 1• 2-1/r 1• 2-1m 3-118• 1' 2.12 1' 2-1 r-1 2' 3•vC 2• 0.49• 0654' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Embedmeal Mk 10/4• 10/4• 1-3/4• 1.3/4• 2• 1-114• 1-14' 1-1/4• 1-114' 1-1/4• 1-1/4• 2• tale' 1-318' woes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 Anehas®0.75'MN.O.C./Standard w Offset Clip(Fig.1&2} no Ibs 390 Ws 450 I6. 89016. 1644.5 27D ms 28D Ibs 35416. 740 lb. 3741hs 664116 946156 341 Oss 44216. 6601os OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Ah..(a 229'MI..O.C./St.rdmd(or OfW)CIIp(Fla.3k 700 Brs 700 IN :80166 1410 lbs 952165 NA 5601be WA e3o ms WA e8o lb. WA 692 lb. Bas lbs 11201°. CAPACITY(FROM THE TABLE)OF THE SELECTED _ B Anchors®1.16'Mht O.C.16tandmd(or Olbet)Clip(Fla.4r %0 lbs 1400 0n WA WA WA WA 76016° WA WA WA WA WA 1363 lbs 1770 P. 224016. f MULLION.IT WILL YIELD A MINIMUM ANCHOR By i 4 Anahom®3"Min O.C.I(2)2x5 An91e Clips I(Fig.5} 780 lbs 780 lb. 680 lbs ISM Q>5 1888 bs 540 lbs 5601bs WA 760 lbs 745 lbs 890lbs 1892 Ibs 652 lbs 885Its 11200n CAPACITY WHICH MAY BE USED TO QUALIFY Miamr-0 a Product Control 6 Anchsrs 0 3•M.O.C.1 R)245 Angle fops/(9g.6): 11To Ibs 1170 Ws 10201Ds 23409s 2844 Ds 810 ibs 84016. NfA 1140lbs 1122 Ore 1320161 2870160 1021 ms 1327 P. 1600 Ns ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors®0.45^Min.O.C.I UZUP,Into.125•AWm.(F1g.T): WA WA Wn WA WA WA WA WA WA WA WA WA WA WA 1430815 ANCHOR CAPACITY TABLE 2 Anclwm®225'MN.O.CJ F{•Ip IFh.B): 150165 950 06 290 lbs 70516. I 470lb- I WA 280 IDs WA 31516. NIA 440 Ins I WA 1 341 lb! 442 IM 560 lbs 4 Anchors @ 1.15•MN.O.CJ F-O (FID.9): 480lbs 700 Ns WA NIA WA WA 380 IDs WA WA NIA WA WA 6a2 Ibs BBS Ito 1120 We 1.000' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURES: 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. �`\`a�N`f LYN � • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 't '•410EN@F'• • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" •• TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW _*; No.58705 FIGURES: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. IT4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED / C(7CONCRETEBLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE•TREATED YELLOW •125• O,n•, AE F w SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK STEO.. .; .....STUDS TO BEA MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK R- I J iS/ANAL ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& 1'X 4"X.125' 1 #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.L4l P. .#5870 P.E. FL P.E.#58705 TABLE 7A ® ��^ Mullion C• city Table IbslR) yy FSS Opening Width(tor uelUcelly-spanning mullons)or Opening Height(for horizonta9yapanning mullions) 60 In 60 in 70 in 60 in 911 In too In 120 N 140 In 160 to = o 1%4X.376 Roatanodar Rwrrian9. Rectangulm Tmprrdane Rectangular TtepfTdana Rectangular TlapRnaOa Red nilular Tmprinang. Rectangular TrW14ag. Rectenguly T2p?dang. Rmlarpular TmpRrizng. RectenO w Tmp/Tdang• kkk"' V Laadng Loafing Loadn9 iaadinB Load'ag lnadn9 Leading Mang Leading Loafing Laadng Loafing Loacing Leadng Lending Loaffng Loading Loafing oY Alum.&"r e r F = s a r r r r r r r z r r r r r r r _r _ r r �_ r a v LL s a v g z a a.-. - 3 z sLO Mullion 8 ffiG $ 38 8^ N s s s� s�g s Ise s _$ s� are s � s se s are € s� s are s o � H - § 2 $ � 22 1 9 � 9 " a 9 � �s a �� - � � �� z "{- w sp a �� a` :4� e a �J Ye Ia M d"`a 5c x � e" s d� �� �rc a� �� �� s� s� rc S a`¢ O 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.8 521 170.0 14ea 170,8 621 170.0 1736 170.0 521 170.0 1983 170.0 521 W J N 481n 170.0 706 170.0 524 170.0 650 170.0 sea 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 tZ75 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1993 170.0 600 151.8 2024 170.0 680 � j rn 50.625 In 170.0 747 170.0 563 170.0 696 170.0 671 170.0 IM 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 158.0 1919 170.0 756 136.5 1919 170. w C3 0 756 ~ w F 641n 170.0 797 170.0 612 170.0 956 170.0 691 170,0 1116 170.0 754 170.0 1275 170.0 SW 170.0 1434 170.0 837 170.0 1594 110.0 SSG 159.8 1799 170.1) 861 137.1 1799 170.0 681 120.0 1799 170.0 861 LM C) LU 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 876 170.0 1417 170.0 S44 170.0 1594 170,0 SSG 155.5 1619 170.0 1037 129.6 1619 170.D 1063 111.0 1618 170.0 1063 07.2 1610 170.0 1053 H=.- 0 631n 170.0 930 170.0 745 170.0 1118 170.0 850 170,0 1302 170.0 940 170.0 1488 170.0 1016 166.7 1542 170.0 1076 141,0 1542 170.0 1122 117.5 1542 166.5 1158 100.7 1542 167.9 1167 98.1 1542 167.9 1157 ti {F,a 66117 170.0 874 170.0 789 170.0 1169 170.0 903 170.0 1384 170.0 1002 160.6 1472 170.0 1086 1429 1472 16a.e 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 1472 146.0 1104 ui ? U a $ V C TL In 17xO 1063 170.0 878 170.0 1276 170.0 1009. 150.8 1320 1662 1101 132.0 1320 149.9 1002 117.3 1320 137.8 1068 105.6 1320 129.6 1049 8a.0 1320 117.0 1024 75.4 1320 112.6 1013 66.0 1320 1125 1012 lD 2 OW.. zo J 761n 170.0j- - 0 637 149.6 1184 159.4 IG13 128.2 1184 139.9 994 112.2 1184 125.7 978 89.7 1184 115.3 064 69,8 1184 107.5 952 74.8 1184 97.6 935 64.1 1184 93.1 927 56.1 1184 92.3 925 N J (n O z Q 78117 166.1 0 967 t3GA 1124 iQ.O 965 118.6 1124 128.8 947 1018 1124 115.6 931 9Z3 1124 105.8 918 83.0 1124 98.5 906 692 1TZ4 89.0 090 59.3 1124 64.3 881 61.9 1124 93.2 678 ,J 90 in 109.15 750 90.1 044 04.3 736 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 54.0 644 61.4 693 45.0 1)H 54.2 618 3a.e B44 50.0 We 33.8 844 47.7 662 F Q Z N 961n 89.1 653 742 742 T71 852 63,6 742 671 041 55.7 742 69.6 631 49.5 742 64.1 622 44.5 742 419 614 37.1 742 43.6 600 31.8 742 39.8 590 27.8 742 37.6 584 a y U)® �qCi p�p 108in 629 530 52.1 588 6J.9 521 44.7 586 469 513 39.1 566 d1.4 505 34.6 580 37.3 498 31.3 566 341 412 28,1 566 29.6 461 71.3 $86 26.6 472 19.6 666 24.7 466 r- W w ❑ III In 578 503 48.0 955 4G5 495 412 555 4Z9 487 36.0 655 38.0 480 32.0 655 341 473 26.6 ISM 31.3 467 24.0 555 77.1 457 20.6 555 24.7 448 IB.O 555 22.4 442 N X129117 46.6 437 38.047539.026326 475 33.7 420 29.6 475 29.8 414 25.3 475 268 409 22.8 475 24.5 404 19.0 475 21.1 395 10.3 475 tfl7 387 14.3 475 17.2 381 x 1441n 26A 30.4 220 330 224 301 111.9 330 19.3 297 16.3 330 17.0 293 S2 a$� Z m� TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: ce Anchor Capacity Table Ibs ANCHOR CAP.,,,,,,,- Subetmle: 2,78 Concrete 3.51,C.- Holbn CMU FUled Gv1U PT Woad Metal (OP„e)X( )=ANCHOR CAP.,,, MULLION CAP.,,",,,,,, &I Elea 1/9'SSEIca 5/16 Elea 114•eSEko #fOSteel #125tee1 #125tee1 PRODUCT REVISED Anchor Clip Patterns Anchor Type: 3+16`FJco Ult�can 1!4'Eko UlOecon 311a'F7c9 Ul0acon 1l4•Eko Ultracon Uleaoon AwmGatar lbtmcan AwreGafar S.-(GS)screw(GS) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR as eomp)yin9 with the Florida edge oiamnaa fin} r 2-ffi• 1• 2-1rr 3.11x• 1• 2-117• r 2.12• 7 3-116• z• 0.46• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Building Coda Emlxadman Onr I-W 1-3W 1-114• 1-3W 2 1-114• 1-114' t-114- 1-114• 1.114' I-114• 2• 122122 1al8• wrks ACTUAL PRESSURE REQUIREMENT FOR THE OA-Mo. 17-0630.01 2Anehom 49 4.76'Min.O.C./Standard a 016et CUP(Fig.%2): 390 lb- 390165 450 Iha 890165 184416e 2701be 28014. 354 Ws Ida IDs 3741be 6641bs 9461W 341 los 4421225 560105 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05126/2021 4 Atwhwe d$2.25 MIn.O.C.I Standard(a 01bet)clip Pg.3p 70014. 7001bc 580[be 141016. 952 Ibs WA 560[be NIA 630 Ms WA 880 IDs WA 6112 Ica 89 lbs 1120 M CAPACITY(FROM THE TABLE)OF THE SELECTED BAnchwe 1.15•MIn O.C.I Standard(or Oftet)Clip(Fig.43 960 Ito 1400 lbs WA WA WA NIA 760lbs WA WA WA WA WA 1363 lbs 1770 lea 2240" MULLION.IT WILL YIELD A MINIMUM ANCHOR 1)y 4 Anotmm®7'Min.O.C./(2)2x5 Angle Glps I(R1).6j 780165 78016. 680 We 1560 I4. 1898 Ica 5401)5 50 lb, WA 76016a 748[be 86014. 1892[be 6821622 6&4165 1120.6 CAPACITY WHICH MAY BE USED TO QUALIFY Mlam 0 Product Control e Anchaa Q 3•M!n.O,C.I(2)2x5 Angle Clips I(Fig.or 1170 lbs 1170!be 1020 lbs 2340 IDs 2!1!Me 610 9s 840lbs WA 11140105 1122®s 1320 ms 20361622 1022 a IE-Ibs 16M 0m ADDITIONAL ANCHOR OPTIONS FROM THE 4 AxMrs®OAS'MIn.O.C.I UCHP,kto.125•Alum.(Fig.7), WA WA WA WA WA WA WA WA WA WA NIA WA WA NIA 1430165 ANCHOR CAPACITY TABLE. 2 Anelwrs®227104n.O.CJ F-00p(R0.Or 350 @s 35016. 290 ms 7051Ds 476 Me WA 2801ba WA 315 N WA I490 Ws WA 5711622 442165 fi601bo 4 Anchors A 1.15 Mtn.O.C/FGIp(FI2.9rI 480 Re 1 700 We I WA WA N/A I WA 1 360 Its WA WA I WA h0A I WA I682 @s BBS Ibs 11201622 NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 1.062" 1.000' TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8; FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `�� �p1YLYA/N�/.,�� • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000' SHEETS 21.23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.00(r NO.58705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - FIGURE 6: FIGURES: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND •1 - j • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE ;SO, S E�� • • • • PRESSURE-TREATED3-75ANDBE MIYELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM DE 33 E 'A 606375 AND BE A MINIMUM OF.125"THICK.STEEL STUDS 70 BEA MINIMUM GRADE 33 AND.045° a.L375* .375 ��,� 'P<ORIDP'•�j�=�` THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125 THICK AND A36.ALL ANCHORS -T /"s/O ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 t•X 4°X.375' 1 t'X 4•X.375• A.L/YIJN JAj1I4ll&t3�P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. "T°AlULLION MULLION FL P.E.#58705 TABLE 8A 8 .� Mullion Capacity Table Ibsllir �� � C Opening Width(for uar6caf fy-sparlydllg mons)or Opening Height(for hodzartalb spanning mullions) SQ 60 N 6o In Min 801n so in 1001. 1201n 140 In 160 in p RectOngular Trep/Tdarg. Rectangular, TmplTdanO• RecNngitl4r 71ep7Tnang. Reotangutar ihp/nleng. Reelengular TnprTdaig. Rectangular IIap/Tdang. Reeh�ilar TrzplTdany Rect4ngNar Tep/7dang• Redmgular TmpRdm& 126"x Lowing Load, Load, Loadn9 Loading Loadng Loading Laadng LoaSmg loading Loadng Loadng Loadng Lmdng Lcadng Lcadng Laadng L®dim si 3,188"x r E- L i` D .' ,�' ;g D 2r ,$ £ Z Z• a ?' :b' �' �' & £ ..' 2r Z• .' S �' L .. .265"Alum „ rabeMdn a� a� �� ISA as K ai R. W a s �� g 811 s a� a s v LL o� a d a a' a s< a a �� � �9 a ae � a� 8 �^ a s� � s s9 e€ ag a� a s� s� 6� �� bg s� b� �� bP �� a g� as �� i g 6g 6� as a tr Q� a� �� & a �� a� a.^ sa s� as � {fig �- 's 9 9 s $a sa Z ��� drc acs �� g� �rc s� oc ��. �rc err �� rc ter: �� �� a ��. �rc s� �a 8� � O 42 in 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 505 170.0 992 170.D 519 170.0 1118 170.0 521 170.0 1240 170,0 521 170.0 1498 170.0 621 1fi.0 1735 170.0 521 151.6 1769 170.0 521 0 J N 48 In 170.0 708 170.0 624 170.0 650 170.0 584 170.0 992 1780 630 170.0 1133 170.0 661 170.0 1275 170D 677 170,0 1417 170.0 660 154.8 1548 170.0 680 1327 1545 170.0 680 116,1 1548 170.0 680 0 j rn 50.625 in 170-0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.D 1195 170,0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 1183 1468 1700 756 104.4 1468 170.0 756 rn m I-- ED 541n 170.0 797 170.0 612 170.0 950 170.0 691 170.0 1116 170.0 764 170.0 1273 170.0 903 163.1 1376 170,0 837 146.8 1376 170.0 856 172-3 1376 170.0 661 104.8 1376 170.0 661 91.7 1378 170.0 881 K w 03 O o rn 60 In 170.0 855 170.0 701 170.0 1063 170.0 797 158.9 1155 170.0 676 139.0 1158 167,4 930 123,6 1158 156.8 919 111.2 1158 150.0 012 02.7 1158 144.8 C05 79A 1158 144.8 905 69,5 1158 144.8 905 ~ W 0 631n 170.0 930 170.0 745 160.1 1051 170.0 550 137.2 1051 155.9 662 120.1 1051 1420 848 106.7 1051 132.3 837 96.1 1051 125.7 530 80.1 1051 119.5 822 60.6 1051 119.1 821 60.0 1051 119.1 821 C1 in - Q Min 167,1 067 170.0 789 1139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 83.6 957 108.6 759 69.6 057 100.0 750 69.7 957 08,9 749 522 957 88.9 748 Z J o m eU 0 72 in 128.7 904 1352 698 107.3 804 1152 661 01,9 BC4 101.3 671 80.! 804 91A 660 71.5 804 84.1 650 64.4 epi 78.9 613 63.8 804 72.3 833 46.0 604 66.9 629 40.2 861 69.8 628 w 2� 7'€ .gg.pS�x "r 761n IDSA 722 114.4 630 912 722 972 618 782 722 85.3 606 68.4 722 76,7 696 60.8 722 70.3 688 54.7 722 65.5 Me 45.9 722 59.5 670 39.1 722 56.7 565 342 722 662 564 ? Q � �`¢O 761n 101.2 685 105.8 600 84.4 685 89.5 588 72.3 665 78,5 677 63.3 685 70.5 588 562 1185 64.5 560 $0.6 685 60.1 553 422 686 64,3 643 36.2 US 51A 537 31,6 685 50.7 576 a: 90 In 65.9 515 88.0 457 54.9 515 67.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.8 428 33,0 615 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 513 29.1 404 Q )( Z N 961" 54.3 151 55.8 404 45.3 153 47.1 397 369 453 41.0 391 33.9 453 36.4 385 302 453 33.0 379 272 4A 3D.4 374 22.6 453 26.6 366 19.4 453 24.3 350 17.0 453 229 356 to CO n .Q 90 gO 10.in 39.1 156 39.0 323 31.9 356 32.8 318 27.2 358 28A 313 23.8 358 25.2 306 212 358 22.7 304 19.1 358 20-B 300 15.9 350 18.0 293 n co a-•yr � � M 1':'El: 1 N 35.1 338 358 306 29.3 335 30.1 301 25.1 338 26.1 207 22.0 338 232 293 19.5 338 20.9 289 17.6 336 19.1 285 e ir x 52 5 I.N 27.8 290 28.3 264 232 290 238 260 19.9 290 20,6 259 17,4 290 182 253 15.4 290 15.4 243 I- U N Q 144 In 161 201 15.3 18fi -a, d�r Z_•� TABLE 88 s u m0�O ANCHOR CAPACITY ADJUSTMENT FORMULA: d Anchor Capacity Table(lbs) ANCHOR CAP.,„,,,,,, O o y 9w -w Sur6lydie 27N Oorcrde 36k Conc. H.0-cmu 1=81a1 CMU PTwwd metal (DR )X( )=ANCHOR CAP_ . MULLION CAP.",u,•,,,,, Sia,hico 114'SS FJCo 5116•EJro 1/4'SS EBO m0 stea 01z51ee1 n12 s1.21 PRODUCT REVISED AnchorCllp Patterns /vunor lype sne 6Jco uttrxm yr Elco ulba:on 3/16•E3co U0ra<m yr FhoulOacon W (� (05) USE THIS FORMULA TO OBTAIN THE"ANCHOR as cam tyIn with the Florida Ug2con AggreGGaor Utracon A re0aty screw serer K4a� saes Building Code Edge dstarce an,12AO 2-117 1" 2-117 3.1181 1- 2-117 1- 2-117 7 31ir 7 0.ba' 0.5c 0.328 CAPACITY REQUIRED"CORRESPONDING TO AN 17-0630.01 Embedtlea n lar 1a4• lar 7 1-114• 1-vr 1-114' 1-114• 1414• 7-vr 7 1SB' 12x6' rales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 2Anctcis@475'kiln O.C.I stamam a'0251 alp ft tX 3901m 450 lbs 8 90 inENIA 27001. 280 Lb. 354 MS 740lbs 374 IM 664[6 94606 3171bs 44268 560 as OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05J2ti/2021 4 Archon @ 1.15'Min O.G/StaMam(or O.TseQ Cep Big I 7001:s Nth N/A 3W 4s NIA WA NIA t1/A WA E821D9 8658. 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arcron@s'Mln.o.c.7 ft72c5 Atglealps/(Flg 3f 760 Mo lbs 640 les 560016 WA 760165 74e los 880 1992 Bs sez l� em is not 09 MULLION.IT WILL YIELDAMINIMUM ANCHOR By_ IArchas @ 0.45"MIn.O.C./UCNp,IMo.126'Alum lFl9 4X WA WA N/A WA N/A WA NIA WA WA N/A WA 1-030105 CAPACITY WHICH MAYBE USED TO QUALIFY Miami-Dad roduct ons1 Anchor/RGIp(Fig 5X 195 p6 72510. 135 Its 14015 1771b5 370 Ns tel Ns 492 ilxi 473Ibs 170lbs 221 los 2601bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Arcnom @ 1.16•Min.O.C!FLII g 6X 350 9s N/A WA N/A IJ/A 790 Ds NIA WA NIA N/A WA - 341814 442169 6601bs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: ® • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ;��,`J4O,.......,• '✓/�'�ii�' FIGURE 3: 3188" >rtGENSF-•,(( ANGLE 3)MULLION . N AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.58705 ® ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND •• •:(Z` GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL O S ATE ;' FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 'n F�ORIOP•. \�� 045°THICK(B GAUGE).SND BE A TRUCTURAL STEEL TOE BEATSTUDS LEASTB125 "THICKMINIMUM AND GRADE.ALL 1.25'X 3.188'X 285'MULLION ZONAL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL- 910 ATERIAL (1-1/4'VF MULLION) /1//I 11111111 #10 8.#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A LYNN MILLER,P.E. FL P.E.#58705 I TABLE 9A N Mullion Capacity Tablo(Ibst)tr ® Open'a Wldth(forvericah4spowd mul4ons)or Openina Ho(9ht(for horizontaib4parvang mfdllore) �, 1 now 6a 11 70 in Sao, SOON t00N 12D In MON 160N 1.25x9.25 Reclen¢1ar Tmpnilang, Roctangulor 1hpRdorp. Reemngalu TrsPITA.M. R.M.5u1a1 TWTaane Reatorgaur Tmpridan0. Rcrosn9uler Tmofafsna. Rocwwtu Trapidan9. Reofengular 7Fep/idan9 Radan0ulat Tlapridang. O Loadhgf Loetsng Lwain9 L-Bag tnadbg Lcadf,g Lft toodit Loaft Loa oadNg Loadng .^„ x.100 107 Tb1t gTJ TJ1 Ideg LoaQm8^g Lna�(n9 Laadiny Caadhtg t0adme Loading L um Tub � o 0 U r5Td, J iZ) 4� 11 $ 8 10 c4 LL lia I . � W 421. 170.0 820 770,0 435 1700 744 1 170.0 178 770.0 888 i7g.0 W6 17aD 992 170.0 519 1101 1118 170.0 521[21.2 1158 170.4 521 127,7 1118 170,0 521 1015 1119 170.0 621 85.8 1118 t70,0 $21 W C,} _ 48N 1701 706 770.0 624 170.0 B5p 170.0 684 167,6 078 170,0 630 148.7 978 170.0 861 130.4 978 170.0 877 878 170.0 880 87,8 978 170.0 ago 83.8 978 170.0 680 73.3 676 170.0 880 (n 50125 N 170.0 747 1700 563 170.0 888 170.0 831 150.7 927 170.0 beq 131.9 7127 i88S 708 177-2 027 759.1 800 827 168.3 698 87.9 827 16$3 695 75.4 927 168.3 695 65.9 027 156.3 886 rla- Lr 6qN 170d 797 t7a0 812 164.5 889 tT00 691 7325 088 153.8 883 146.9 889 t44.8 668 1031 869 134,0 fi80 889 t29b 85d 77.3 BOB 12$8 852 662 984 128.8 052 57,9 868 t28.e 652 LU Lr 8gln 7432 746 1518 634 119.4 748 1323 620 102.3 146 117.8 600 89.5 740 107.8 589 78.8 746 101,0 592 746 00.8 687 607 746 93.3 603 512 746 93.3 583 44,8 746 93.3 583 OC CO FC3 U) 63N f23.7 877 7920 S78 7037 677 file 666 804 877 TWA F55 77.3 677 91.q 648 ea,7 BR 05.2 839 877 81.0 634 51.6 677 77.0 529 442 077 76.7 629 281 677 78.7 622 f� V to 88N 107.8 817 174.! 670 8B.) 877 87.6 519 78.9 617 a8.3 800 87.3 817 78.3 600 591 817 728 484 817 80.7 488 44.8 81T 64.4 403 38.4 617 63.7 482 33,8 617 83,7 482 15 W J 72N B2.B 618 87.1 450 601 318 7q.2 440 802 818 85.2 432 5fA 518 58.0 @b 49.7 516 642 418 618 $0.7 414 34.8 610 409 408 29.6 518 45.0 405 28.0 518 4&0 405 Z m e IS 76N 70.8 465 717 406 587 486 828 349 60.3 465 54.4 380 44,7 956 48.4 3a} 393 q65 65.3 378 405 422 37d x0-4 486 9$3 387 ?6.2 486 3&b 984 720 485 382 389 O 'Z 78N 65-1 441 840 3BT 643 441 67.7 319 49,6 441 60.8 372 40.8 441 45A 366 38.2 441 41.6 380 441 3$7 358 272 441 34.9 348 23.] d41 33.7 948 2$q 441 3y7 346 Q r`� Z gob 421 332 418 295 344 332 371 289 30.3 332 322 284 26.5 332 28.8 280 23.0 332 28.7 276 332 24.1 272 17.7 332 21.3 288 182 332 19.8 262 13.3 332 f47 26088N 36.0 d2f8 95.8 280 20.1 281 30.3 258 x50 287 2$4 242 21.9 291 29.5 248 19,4 291 27.3 244 291 las 241 140 291 17.1 238 1x.6 291 I6.0 232 2 6S a m 108N 14.6 26.1 ?OB 20.5 230 2T.t 205 17.5 230 ifl3 201 151 230 162 198 �4-s r 171N 22.8 21t 101 ffl8 218 184 184 703 278 148 191 id.f 218 14.8 188 a.a. 4 03 O p 220le 17.9 18.2 170 14.8 1Bi 16.3 787 t. L(uju�) �i cG x 0) TABLE 9B D H r Z�O In Anchor Capacity Tablejibs) ANCHOR CAPAC17YADJUSTMENT FORMULA- p Bubalrale: 27k Conoreta 3-5k Conc. Hok.CMU ANCHORCAP.,,,,,,,,,,a O Fl*S CMU -1 Wood -Molal DP,,, `} 6"E o0Elrn 6`161 Ebo v4"ss Eco ala sleet a1z stew ate stem ( )X MULLION CAP.,o ,jC�R '"� PRODUCT REVISED Almhor rypa: 3118'Elco Ullrecan 1H'Eba Ulaaoon 3716"Elco Ulimcon 114"EIcO UllreoOn 9 g0 (+5) (GS) Sotew(G5) AnchOT CUP PdBPine Mreoan A arecmot Ut-n Age.ator Se"(CS)Sctew USE THIS FORMULA TO OBTAIN HE"ANCHOR as com i M with the Florida Edo*ixstonca 6n7 1' z-v7 r x-irr 3-10 1• 2-v2' t^ 2-177 2" 3476^ 2• o.4e• 6.54' 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN Bu7tding Cnde ' Emhedmcal(10 1-314" 1-3'4' 1-3Id" 1.314' 7 1-U4" 1.114' MW 1.114' 1-IM 1-v4' 7 1.37e• 1416' eadon NDA-No. 17-0630.01 I ACTUAL PRESSURE REQUIREMENT FOR HE 2 nchm (1.15" lm 0,G Standard (or O6sal Cip(Fig.7X 460Ibs 360 ibs 4W Ws 89016s 1644 16.1 27010b 280lbs 3541bs 74a Lbs 374 IM 664 to. 9-080x Sit Las 4421bs SBO las OPENING,WHEN IT IS LOWER THAN THE MULLION 8xpirofton Def@ 5'126/2021 -0Anchms@1.15"MIn O.C./Standard(ar Otaeq COp(Fig.2j g80lbs 7001bs WA WA N/A WA 380168 WA NIA NIA WA WA 602!as BBSIbs 1120w CAPACITY(FROM THE TABLE)OF HE SELECTED 4 Anohasa3^Min.O.G.!(2)2x5 rw9bCups t(Fl9.3r 7rm 3>s 780Ibs 680704 5560 Ns 1846 be 540t8a 56415s WA 7601bs t49 Cos 880 ms 18921b. 602 R. 885/hs 1120 8rs MULLION.I7 WILL Y(ELOAMINIMUM ANCHOR 8Y 3Arohors 0.54'MN.O.C,!V{Ylp,Amhw"Alum.(Fig,4p NIA WA WA WA N/p WA WA WA -NA NIA NlA NIA NIA NIA 950lba CAPACITY WHICH MAYBE USED TO QUALIFY Mlam D Product Control i AtichorrFG(p(Ftp.6j 1859or 195 1b. 225 res 446 @a 822lbs 735lbs 140 tea 177fOs azo fes l871b.1 33?ms Ors las 170 Lbs 221 iba 2so Iba ADDITIONAL ANCHOROPTIONS FROM THE 2 A-hats®1.15'MIn.O.C./FCiip(Flg.ep 240 ma 350 lb, WA WA WA WA 1901be WA N7A NIA NIA WA 341 Ibs 4421b5 560 Joe ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: 1.260" r-1.250"- 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION e . ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE. t 0111111, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260" 3.250' /`��� �....LYNN����� ,. ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �tCENSF'•,C� � CLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, ' + ® BE USED NO,56705 IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL - �Z . _ FIGURE 4: FIGURES* FiGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND %O • ANCHORS I.045"THICKNTO META18 L SHALL EXTEND AT.STRUCTURAL LEAST 3 SCRELTO BE W THR1EADS BEYOND HE MATERIAL .100^ '100" � C�y• ��O�R1Ui;,.-' ���` It tl10&112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25"X 325'X.100" 1,25'X 3,25^X,100^ i�S/ 1��-, MULLION FOR FIELD-MULLED UNITS FACTORY-MULLED UNITS 'FOR 'L7 M M112 11,E A.LYN7t3ItI(rLLkL9,P,E. FL P.E.#58705 TABLE 101 " Mullion Capacity Table QbaRt2) Opening yltdth(farvel ically�5pamung ml9iorB)or Opening Helght(forho6zonteVspannilg mdllons) Win 60 in 70 In 60 In 90 in 100 in 1201n 14D in 1601, p 126%3Z6 Raetoogula Trap4rlang. RoetanHolar Traplldang. iio t gdar Traprrdang. Raelarreolar To prrdmg. Ractoopiar Tmp/rdma. Rectangular Twrizang. Ract5ngular TrapRlen9. Rectangular TmprM ng. fttaogdar Trap><lang. m Loed(np LeedNg Laeding Loading Loading Loading Loadng Loading Loading loading Loading Loading Loading loading Loading Loading Loading Loading oY x'624 r Alum.Tuba 'E.• & v.. £ •8.. ^. $ 2 & G '�c '�N .. m„ .e z �• .• .A• LO �•a• a� u s8 �2 �€, a ��, �� S a N Mullion o a o w€i- u A@ �^ @ o@ u� v 0 v u9 v 0 vtivvi _ ue� g, L VdU 9e P C1 0)fi ddoF- d`0.1' f 2. 2 d` a'e �rc E d`oY i du`& f'° d`o' Y'@- d`rc Z w r tr W O W 42 in 170.0 670 170.0 435 170.0 744 170.0 476 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1736 170.0 621 170.0 1983 170.0 S21 8 -1 N 4ein 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 770.0 630 17D.0 1133 170.0 661 170.0 1216 170.0 677 170.0 $417 17D.0 600 170.0 1700 170.0 fiB0 169.7 1979 170.0 680 1/8.6 1979 170.0 680 N 5 rn Cq 50.625 in LLI C) 170.0 747 170.0 663 170.0 896 170.0 631 170.0 104fi 170.0 S84 170.0 1195 170.0 727 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 766 1525 1871 170.0 756 173.5 1871 170.0 756 � C) _ 541n 170.0 797 170.0 012 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 77D.D 856 156.4 1768 170.0 661 134.1 1769 170.0 efi1 117.9 1759 170.0 861 O m o LA 601. 170.0 886 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.9 1411 170.0 944 161.1 1611 170.0 996 145.0 1511 170.0 1033 120.8 1511 170.0 1063 103.6 1511 170.0 tOfi] 90.6 1511 170.0 10fi3 0 F=- U 4O C7 83 in 170.0 930 170.0 745 170.0 1116 170.0 ON 170.0 1302 1701 540 1566 1370 170.0 1016 1382 1370 170.0 1076 125.3 1370 164.0 1082 fa.4 1310 155.9 1072 89.5 1370 155.3 1070 78.3 1370 155.3 1W0 W Z § 961. 170.0 974 170.0 709 170.0 1169 178.0 903 iSS.S 1240 170.0 1002 1363 1246 168.6 1013 121.1 1248 147.1 10OD 108.9 1240 139.0 989 901 1248 130.4 978 77.8 1246 129.0 875 68.1 1248 129.0 976 9 z d � z Z 4A� �• 2_ J 721. 167.8 1049 170.0 878 139.9 1049 150.2 B92 119.9 1049 132.1 875 104.9 1049 119.1 860 932 1049 109.7 648 83.9 1049 102.7 a3a 69.9 1049 91.3 825 69.9 1049 91.2 820 524 1049 91.1 020 tin cL .J.4 U 0 76 in 142.7 941 149.1 822 1MIA 941 125.8 8D5[26.9 971 1112 791 89.2 941 100.0 777 73.3 941 91.7 766 71.4 941 65.6 767 59.6 941 T7.6 744 S1.0 941 74.0 737 44.6 941 73.3 736 K � � � rcZ 78In 1]2.0 894 137.61 783 110.0 094 110.9 767 094 102.4 753 82.6 894 91.9 740 73.3 894 B4.1 73D 66.0 894 76.3 721 55.0 994 70.7 707 47.1 894 67.0 701 41.3 894 66.1 698 Q ti 501n 85.9 671 88.7 598 71.6 671 74.9 505 671 65.7 575 63.7 flit 60.2 666 47.7 671 529 558 43.0 571 41119 651 35.8 671 43.1 639 30.7 671 39.7 531 2fi.9 671 31.9 626 z Z Q N m 961in 70.0 690 72.8 627 59.0 550 61A 510 600 53.4 609 44.2 690 47.6 602 39.3 590 43.0 494 35.4 690 395 488 •29.6 590 34.7 477 25.3 690 31.6 469 22.1 690 29.0 464 I(-7 I¢-' Z 1081n 49.7 466 50.8 421 41A 466 42.8 414 460 37.1 408 31.1 486 329 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.6 302 17.8 466 212 375 15.5 466 19.6 770 a• rn N OO 1111n 15.6 441 46.7 400 382 441 79J 393 141 34.1 707 28.6 441 30.2 3132 26.4 441 272 376 22.9 441 26.9 372 19.1 441 21.5 363 16.4 441 19.3 756 14.3 441 17.6 351 W M 120 in 38.] 370 36.9 344 30.2 370 31.0 339 376 26.6 374 22.7 370 2J.T 329 20.1 378 21.3 225 161 V. 193 321 15.1 376 16:7 374 (� X Y Y 1441n 21.0 262 212 742 17.5 262 17.8 239 16.0 2fi2 15.3 236 V, V N Q O O D e- Z N LA TABLE IOB ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 '� W�Of Anchor Capacity Table(Ibis) O ANCHOR CAP.,,,,,,,,,, SuosHrdl6 E7x C1mn2e 35x cmc. Hollow CMU Filled CAU PTWom Melal (DP,)X( )=ANCHOR CAP.,,, "JIG Elco v4.5s FJca 5116'Elco v_ss Elco oto staff gt2ateel mz9o-il MULLION CAP.,p,,,,,,a PRODUCT REVISED A1lchorCllp Paltems anchor Ve, 3'16'Sea Wham vd•Fkougracon upmcon 31161 Eco L3tracm tl_-.U. - Agg7eGab ullmem AggreGalor Scmw(G3)Screw(05) Scim(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as v eomp"Yqing with the Florida Edge Comma 0n' 1• 2.1/2' 1• 2-921ave' r 2-vs t• z-vz• a atla' 2' 0.4a• D.5r 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Embeanc,11 n 10.1_ ar l _ lar4• 10.+4• 2' 1-v4' 1-1/4• 1-1/4• 1-114• 1-174• 1-11W 2' 1-318• 1aB' IIs ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No, 17-0630.01 2Ancints@4.75•MIrt O.C.I Slaldafd Of Ousel COp(Fig 131 39005 990 Os 4501os ego Its 16441e9 9005 2801tn 354105 7d01ta H/41bs 664 U. 94617, 3111bs 4420; 660 MS OPENING,WHEN IT IS LOWER THAN THE MULLION Expitatfon Dote 5/26/2021 4 Amhus®1.15'MIA.0.0 7 Stadara(Or0laet)C9p(Fig.2) 48009 7m ma WA NIA NIA NIA 360 Its NIA WA NIA WA WA 6521bs 685161 112005 CAPACITY(FROM THE TABLE)OF THE SELECTED 4101E 12TMin.O.C.7(272%6 Argl8 Clips I(Rg.3S 78009 78D Me 680105 18M Im 1896105 540 lbs 5601x9 NIA 760 HOB 748 IDs 680108 18G285 69209 SOS Ica 1120 Im MULLION.IT WILL YIELD A MINtMLW ANCHOR By 3Arclnrs®0.61°Mh O.C./ULllp,Into.70P 1lum(Fig 4f NIA NTA NTA WA NIA NIA WA NIA WA NIA WA WA NIA WA 9501h6 CAPACITY WHICH MAY BE USED TO QUALIFY Mlami-Da Product Control 1Amtgr/FLllp(Fig.S): 185106 195 m9 225Ibs 4461Ds 822 Its 135 ms too He 1771bs 57012 187[as 332 Me 473N 170 ms 221 ms 280 JOS ADDITIONAL ANCHOR OPTIONS FROM THE 2AnchOS Q IAIT Min O.CI F-COp 11 6. 24009 35005 WA NIA I NIA NIA 10005 WA WA NIA WA I WA 1 34105 1 442 Im 6600>B ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2 TABLE NOTES: t291- 1.260' O 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION O • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 117 4111117777 FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 1,ICEN3F ���� SHEETS GLE 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 323.250' \ .•' CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 •� 0 0 BE USED _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _"0 ^ =_ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �.•(/C.�tgTil FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE4" .624" Q STA •'•�L(/` 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND '��rrt`r�• 'O[OR1D?•..•'• • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL i 1J(�•'••..... �� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 125°X 3.25"X.624' 125'X 3.25•X.624" 1J�O ��•�� • #10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FOR MULLION FOR /////71VAL 1171�� FIELD-MULLED UNITS FACTORY-MULLED UNRS A.LYNN MILER,P.E. • FL P.E.#58705 TABLE 11A @ � g Mulllon Capacity Table(Iba7R1) OS u Opening Width(Tarvedieaft"panning mtt9ons)orOpening Height(torharaardely-6penWng mWlions) c4+ 60 N 60 in 70 N 80 N 90 N 100 in 120 N 140 N ISO In m OLL RoetmArdor TrapTdang. Rectangular Trep7fdan9. Reetangalar Tmprrdang. Rectangular Tmp/7deng. RaclanSd2r Tmplydang. Rectangular Tmp/Tdang. Retlanguiar Trop7Tdeng Recnmghr Troprrdang. Raetangidar Trap/Trion 115%394 Loading LmdNg Laadng Load'mg Loading Lnadmg Loafing Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Lording %.826 AIum.Nhe - - a r o '6 _ .. .. 8_ z 3_ u Ma-Ulon a 0.e m� s "�• 'e� a ec s a '� a m a m a €' a s1A CN u� v e v u o o S or & o u 0 0 0 09 s U 9 t `€ r u �a "€ s0. = _ a r p _ 3P � P �P z z0. =s => ' =s = =P s so (nom a'�" sO- Z LU 421n 170.0 620 170.0 435 170,0 744 170.0 478 170.0 969 170.0 506 170.0 992 170.0 519 170.0 1t16 170.0 521 170.0 1240 1700 521 170.0 MW 170.0 1 521 170.01 1735 1700 521 170.0 1983 170.0 621 W O T 481n 170.0 708 370.0 611 1700 ASa 170-0 581 170.0 992 170.0 630 170-0 1137 170.0 691 170.0 7275 170.0 677 170.0 1417 170.0 600 170.0 1700 170.0 NO 170.0 1983 170.0 680 170.0 2267 1T00 WO CC J N SO S25 a 1700 747 170.0 SM 170A 896 1700 631 170.0 IC46 170.0 694 1700 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170-0 756 170.0 2092 170-0 766 170.0 2391 170.0 766 = rC Lr 54 in 17MD 797 170.0 612 170.0 955 170.0 691 170.0 1116 Vat 754 170.0 1275 170.0 803 170.0 1434 1700 937 170.0 1694 170.0 856 170-0 1913 1700 691 170.0 2231 170.0 861 1602 2403 170.0 867 W O 60in 170.0 805 170.0 701 170.6 1063 170.0 797 170.0 1240 170-0 879 170.0 1417 170.0 9d4 170.0 1594 1700 925 170.0 1771 170.0 1033 170.0 2125 170.0 1063 1403 2163 170.0 1063 IMO 2163 170.0 1063 ZI F U 631n 170.0 930 170.0 745 170.0 11 IS 170.0 No 170.0 1302 170.0 960 170.0 1489 170.0 1016 170.0 1673 170.0 '1076 170.0 1859 110.0 1122 158.9 2060 170.0 1169 134.5 2060 170.0 1171 117.7 2060 ITO9 1171 ¢ d z C66 la 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 1381 170.0 1002 1700 1658 170.9 1696 170.0 1753 176.0 1169 170.0 1948 170.3 1210 143.0 1966 170.0 1275 1226 1966 170.0 1208 107-2 1965 170A 1269 Z Z (p J 721n 170.0 1063 170.0 076 170.0 1275 170.0 1009 170.0 1468 170.0 1126 170.0 1700 170-D 1718 154.1 1734 170.0 1315 138.7 1734 1698 1386 1166 1734 165.9 1364 99.1 1734 150A 1362 06.7 1734 160.2 1352 0 761. 170.0 1122 170.0 437 170.0 1366 170.0 1069 1685 1556 170.0 1209 147.4 1556 1652 1285 131.1 7556 151.5 1269 1179 1556 141.3 1251 903 1656 179.3 1229 842 1556 1223 1219 13.7 1656 1212 1216 o � 781n 170.0 1161 170.0 967 170.0 1381 170.0 1176 155.9 1471 169.3 1245 136_4 1677 152.0 1224 1212 1477 139.1 7206 109.1 1477 129.5 1191 90.5 6977 116.9 1169 779 1477 110.8 1168 692 1677 1093 1764 90 in 1420 1110 1465 9B6 719.0 1110 123.9 960 101.6 1110 107.9 951 BB.B 1110 96.3 936 78.9 1110 07.5 922 71.0 1110 B0.7 910 592 1110 71.9 691 50.1 1110 65.6. BTB 44.4 1110 627 070 Z Z /NO Q N m 11,n 177.0 975 120.3 872 97.5 973 1015 856 87.6 915 883 842 172 976 79.6 829 fi6.0 B15 712 817 505 WS 65.4 807 48.8 975 57.4 769 419 975 523 776 36.6 976 40.3 767 Q X Z h 108 in 822 T71 84.0 696 68.5 771 T0./ 695 58.7 771 61.3 6T4 51.4 771 64.3 664 45.7 771 49.0 655 41.1 771 44.9 647 34.3 771 38.9 692 29A 771 39.0 621 25.7 771 32.4 612 0• (13 �y op 0.O 1111n 75.7 730 77.3 661 631 730 65.0 550 54.1 730 56.3 640 47.3 730 49.9 631 421 730 45.0 622 37,9 730 41.1 614 31.5 730 75.6 WO 27.0 730 31.9 5B9 23.7 370 29.5 501 a W c7 120 in 599 621 61.0 569 49.9 624 512 560 42.8 624 44.3 652 37-5 624 39.2 544 333 E24 36.3 537 30.0 624 32.2 631 260 624 277 819 21.4 fi24 26.6 509 1fl7 626 22.5 501 x V) 1441n 34.7 433 35.1 400 20.9 433 290 395 24.8 433 25A 390 21.7 433 224 386 19.3 437 20,0 381 17.3 473 iB2 376 V N ¢ O 0 Q { Z a �a .. i'OTO TABLE IIB AnchorCapaclty Table(Itu) ANCHOR CAPACITY ADJUSTMENT FORMULA: , oma, ANCHORCAP.,a,,- 9ubsoaC 2.7k Corcrae 05k Conc. Hotow CAU Filled CMU PT Wood Idea (DR.)X( )=ANCHOR CAP.- 916'ElcO 1/4'SSE1COSr16'Elco 110-ssecn Mtasted xtzslcel enzsleel MULLION CAP.,,,,,,u, PRODUCT REVISED AOcn[r Type; 3116-Elco Utrsorl 114'FJco Uliracon 3'16"Elco UDrsOn 114'E1co UNacon Anchor Clip Petlema Ultracon AggraGalor UlDaem A®n.Getor screw(e5)Sc (cam SCM IGS) USE THIS FORMULA TO OBTAIN THE'ANCHOR as complying with the Florida Edge Dstelse gn) I. 2•V7 1"' 2-1/2' 3-1188 1• 2.112• 16 2-VT 7 3-118• 7 OAB• 11.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Emnaonent On) 10/4- 1-314• 1,14' 1-3/4• 21 1-1/4- 1-114• 1-174• 144' 14/4• 1-V4' 7 tare^ tale- r les ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 Aeelprs 675'Mm=F-ap C. u o nasal enp tRa 1Y �� 3.00130 4511os e9D 30. 7644 ins 27o ma 280Ion 354 Ws 74o Inr 3)d ms664 ex 966110 311 Ws M21ta 550 los OPENING,WHEN IT IS LOWER THAN THE MULLION E7tplration Date OS/2612021 4 Ahers®1.15•MIR O (a C(het)Cnp 0%2) 480 Ws 7m Ws N/A WA NIA NIA 3601bs WA WA NIA WA WA 682 Cn 885 00. 11201os CAPACITY(FROM THE TABLE)OF THE SELECT(4Arctna®aMIt5ArgleC6p9/Dag.3) 793 Ma 75D Iia 680 los 15M Ird 1896 Ws 540Ws r901os NIA 760 Ws 748 We 6601as 1892 n0. 682 ms 865 on 11211E MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4Arcros®0.54"MImOIn70.IO0'A1urll 0=10 4) NIA WA N/A WA NIA NIA WA WA WA NIA WA WA WA WA 126711- CAPACITY WHICH MAY BE USED TO QUALIFY Mlam-Da Product Contro Aarorl F4rfip(R45) 195 Ws 105 Ws 2i51w 445 He 822 Its 15W 140106 1771as 370110 1133 Ws aseibss2211as 289 It- ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancro9n O.CJ FL1p(Mg.6T 2m ms 350IhS N/A wA NIA WA 19008 WA WA N/A WA WA 941 Ws 442 80. 5601 ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: 1250'--{ TABLE NOTES: A • * • 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 LYN FIGURE 3: �� 0.Q• ....-„jV ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEELICENS' �C .'• '•'•. CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q-,•' •.F� 0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHCW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Z*:• No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND •• *_- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL W-�7L FIGURE 4: FIGURE 5: FIGURE 6: ( U IBE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE624" 55776063-TS AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND � .045'THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND 036.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIALS/0 AI #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 125•X 3.94"X.624' A AWN HABE)'t,P.E. MULLION FL P.E.#58705 TABLE12A Mullion Capacity Table 65X1' Opening Width(tor ner8celly-spanning mullions)or Opening Height(tor WzontallyspaMrlg mulflons) n 21 6o in 60 In 70 In 801n go N 100 in 120 In 140 In 160 in Rectmoular 1hpntlmg. Rectangular TtepRrtzng• Rectangular TrapRdeng. Racmrquu T2pRdang• Rectango. Tr.*Tdeng, Reetorgular 7rapinian0. RecanBulOr Tr�77danp Recfenpldar TraplTdarg. Rectangular ireplTdang, 1 o 2 x 4 x 25 LOadrg Loeang Loadng L®dng I.-ft L adng Loadn9 t-Oadng Berg 70x8730 Loaning L-ding Laaal v L adrg Loamng toadng LaaAng lnadrg � Alum.Tube gg .' .' .S £ S L' �• '_. D .� �' _ a .. .' r .. oY.. v Mullion s ads 0.q.'e e' €^ Is F g a mm a s� 5 b� a@ as S g r5ff BIs a � 80. 04 sems A. 8 a� a= �@. d` s� day _ a '1 ¢`1 Eo �0: 3 9rc 2:0 2¢ so <1 2-1 8x 0 W 12173 170.0 620 1780 p5 170.0 764 170.0 478 170.0 969 170.0 506 170.0 292 170.0 fife 770.0 1116170.0 521 170.0 1210 170.0 621 170.0 1488 170.0 521 170,0 fns 170.0 521 170.0 1963 170.0 521 w = 46 In 170.0 708 170.0 524 170.0 650 170.0 SU 170.0 992 170-0 630 110.0 1133 170.0 efi1 170.0 1275 170.0 677 170.0 1417 170.0 680 /70.0 17DO 170.0 660 170.0 ISM 170.0 680 170.0 2267 170.0 680 W- Of J 50.625 In 170.0 747 170.0 563 170.0 899 170.0 631 170.0 1049 170.0 fi84 170.0 JIM 170.0 723 170.0 1346 170.0' 747 170.0 1484 170.0 756 170.0 1783 170.0 756 170.0 2092 1711.0 766 170.0 2391 170.0 756 m lib In 170.0 797 170.0 812 170.0 856 170.0 691 170.0 1116 170,0 754 770,0 1275 170.0 fim 170.0 1434 170.0 837 170.0 1594 170.0 886 170.0 1913 170.0 861 170,0 2231 170.0 661 170.0 2950 170.0 '861 0 O (7 W oO � 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170,D 878 170,0 1417 170.0 846 170.0 1594 170.0 S96 170,0 1771 1740 1037 170.0 2125 170.0 1D63 170,0 2479 170.0 1063 160.8 2680 170.0 1063 � C7 111 631n 170.0 930 1740 745 170.D 1116 1740 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 16n 170.0 1076 170.0 1850 170.0 1122 170.0 2231 17MO 1162 766.7 2553 170.0 1171 145.9 2553 170.0 1171 ~ z Ebb 170.0 974 170.0 769 170.0 5789 170.0 em 170.0 1364 170.0 loaf 170.0 1558 170.0 1086 1700 1763 170.0 1155 170.0 1960 170.0 1210 170.0 2338 1700 1276 751.9 2437 170.0 1266 132.9 2437 170.0 12e6 i m T 72 In 170.0 tom 170.0 278 170.0 1275 1740 1009 170.0 1489 170.0 1126 170,0 1700 170.0 1228 170.0 1973 170.0 1315 170.0 zits 170.0 1387 1466 2181 1740 1488 124.0 2104 170.0 1529 109.2 2160 170.0 1530 Vi Z $ EU 76173 170,0 1171 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1206 170.0 1784 170.0 1372 165.1 1860 170.0 1421 148.6 1960 170.0 1505 123.8 1960 151.6 1548 108.1 1960 154.0 1405 929 ISM 152.7 1531 a � ILLI 1� �z �� 0.Z `a 78 1. 170.0 JIM 170.0 967 170.0 1301 170.0 1110 170.0 1611 170.0 1250 170.0 1842 170.0 1369 1527 1661 170.0 1474 137.4 1861 163,1 1500 114.5 1861 147.3 1473 982 1861 139.8 1459 85.9 1891 137,6 1454 W Q N A 90 in 170.0 1$26 170.0 1144 149.1 1398 155.0 1218 127.8 1308 136.0 1198 111.8 1398 121.3 1179 99.4 1398 11(12 1162 09.5 1398 101.6 1147 74.5 1398 09,8 1122 40.0 1398 827 1105 55.9 1395 789 Jose J Z z J Q 881n 147.4 1219 151.5 1098 122.9 1229 127.8 1079 1053 1229 1112 1061 B2. 1229 98.9 1044 81.0 1229 89,6 1029 73.7 1229 824 1018 61.4 1228 722 993 52,7 t22a 65.8 077 46.1 1229 62.1 967 Q Z H a 140 N 103.5 971 105.8 877 80.3 971 89.0 862 74.0 971 772 849 64.7 071 6aA 237 67.5 071 61.8 825 51.8 971 56.5 616 47.1 271 49.0 786 37.0 971 44.0 782 324 871 40.2 771 a (n N!2-- Ill o 00 Ill In 95.4 819 07.3 832 79.5 810 61.8 019 68.1 919 70.8 906 58. 919 629 724 53.0 919 58.7 784 47.7 819 51.8 774 39.7 219 44.8 756 34.1 818 40.2 742 29.8 819 J7.1 772 n 120 in 755 786 76.8 716 629 786 64.5 705 539 786 85.6 697 472 786 49.4 698 41.9 788 4{.4 677 37.7 786 40.5 668 31S 788 349 653 27.0 786 31.0 841 23.8 786 26A 63t p 'r 0 144173 47.7 546 442 604 J6.4 948 37.0 408 31.2 646 31.0 491 27,3 548 28.2 485 24.3 846 25.3 479 21.6 548 228 474 182 610 10.6 464 16.6 516 172 465 13.7 616 155 448 = U x Q O TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0.0 $ 0 Anchor Capacity Tableabs) - m0. ANCHOR CAP.,,o,,,,,` sutstrat 2.71(bncrcte 3.511 Cone. Hdlov CMU Fllletl CMV PTWood Mad (OF?,®)X( J=ANCHOR CAP.,,,, 91V Elco 1W SS Elco We E)co VV SS FRO 410 Steel #12 Steel 412%few MULLION Mena Type: 916'Elco UNsm V4•EkOUMacon &16'Elco Uttrsm Vd'Ele011inaeon AnchcrCDp Pattems U.. AggreCiaor u6racm AggreAdv screw(c�scmvs� Serer(GS) USE THIS FORMULA TO OBTAIN THE•ANCHOR PRODUCT REVISED Edge Distance pnY 1• 2.11 1' 2-t/2 Sf18' 1• 2-v2 t' 2-v2' 2 34/8' 2' 0.48• 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN as oomplyin9 with the Florida EmlEdnint 0 to/4' talc 1-14' 1074• 2 1-v4• 1-v.r 1-v4' 1-v4' 1414• 1-11C 2' 1-3'8' 10/8• vanes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-Ng Code 2Ancmrs®4.TS MIn O,C./Sladafd OrO$BICDptFlg 182): 060 Ibs 390105 450 Ibs Egg Its 1644108 270 IDs 260100 354 ms 74o1m 374los 6660. 0.M 144 341155 442 Ila 560165 OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. '17-0630.01 4 Anchors®0..6V nein O.O.I stantlmm(m OMM)Cep f o 3) 740 lbs 740165 630 Ms Ue.51m 1424 ms N/A Sae ma WA 405 im N/A 860 es WA 68216. 885 ms 112D We CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Data 05126/2021 6 Anch-@ 1.718 MR.O.C.191anmr0(or Met)Clip(ng.4Y SM lbs D9D 758 ms 1046 ms NIA NIA 705 Os NLA -Mlbs WA WA WA 102216. 1327 ms 1680 Its MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AM110M @ S'Min.O.C./(1)216 Angle Clips l tRg a 7W IR-- Ra me lbs 1560 It's 1686 Ibs 01!% 580 fin NIA 760 Its 749 IDs 880 lb. 1892In 632 bs 86510' M,,, CAPACITY WHICHMAY BE USED TO QUALIFY By 6Ancrom 63•Min.O.C.1�2r5ArgleClIpa 1090 4 1170bs 117080 1020Ibs 23401ea 2844 bs e1 ado its NIA 114006 1122bs 1320 Les 7398 Its 1t221bs 152711,5 ADDITIONAL ANCHOR OPT IONS FROM THE llliam �.4-9 roduct Control SAnclbrs 1.34'MIn.O.C.I U-CUP,Into.125Ah-fig.7Y WA WA NIA N/A WA NIA WA WA WA NIA WA NIA NIA WA ANCHOR CAPACITY TABLE. 6Arcroa 0.64'MIn.OC.I U6:rip,Imo.125'Alum.(Mg.8Y NIA WA NIA WA NIA WA WA NIA WA 11 WA WA NIA WA2AMnDl3®266•MIn O.CJF{Ilpo-lg 9Y 570 bs 9701730 315105 743bs 712be N/A 260bsIA %8100NlA /40 165 WA 341 IDS 4421[83 Anctsxa®1.71'MIn.O.C./F431p(Fig.101: 443®. 525. 379 b073 08 NIA NLA 353 IIN NIA 389160 NIA WA WA 87t be 664 Its NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: • • • • • • • TABLE NOTES: 2000' nlu • • 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �1 Y LYN GENERAL INSTALLATION METHODS. FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. P�• F • • • • • • • • .250" 4.000" •: No.58705 y 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN � •: it= THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE • • LOCATIONS. •, O T STE 0 ; FIGURE 7: FIGURE 8: FIGURED; FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ' '<`•'•, ,e • • CMU SHALL CONFORM TO ASTM G-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, �i Ccs1 ZORtOP,• (FIGURES 5. (CMU) // MUST BE USED ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 2•X 4•X.25"MULLION / '?. IN PAIRS. GAUGE.STRUCTURAL STEEL TO BEAT LEAST.725'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW / 1L1 1 THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD-MAY BE STEEL,1841 S.S.OR 410 S.S. A.L IN N11LL9,P.E. • '' • • FL P,E#68705 TABLE 13A Mullion Capacity Table 16911!2 ® F R Opening Width(for%erUca*spardnIIndfiOns)orOponingHolght(for horizonta0y-sparningmWIons) 50 in 601n 70 In 80 in so In 100 tH 720 tH HO In 780 Lt �t I'4aate49�la 1kpllfialg. Rec dngler TrLoal n9, Reeedn TmpWdeng. RectargiJar TteplTflen9. Racton[nila TrWnii l9. Raelanenfar T1a `i�,.� o 2x6x•26 taadn9 7xsadlg Loadne LaadnB tosdtlQ -no Loadng L-9iii Loadc9 Loam Lt%rn0 RL-far h��. err Tripdna Re tsr Udned �u � Alum.Tube by Mugien a r ... r�� n.., a a... a �' '^ :� .z•• a a a a e ,. Ta � 't dvco U< ry3 ci cys! is �@ 5 & s� �� a ereg �� y� U 42 in 170.0 820 170.0 435 170.0 744 170.0 476 170.0 668 570.0 508 170.0 692 170.0 519 170.0 1110 170.0 521 170,0 1240 170.0 621 170.0 7408 170.0 5"tl 170.0 1735 170.0 521 170,0 1083 170,0 621 L) _ 48tH 170.0 708 174.0 524 170.0 850 174.0 584 770.0 892 170.0 630 170.0 1133 170.0 661 170.0 1275 S7Q0 977 174.4 1417 770.0 884 170.0 1700 170.0 680 574.0 7003 170.0 880 170.0 7107 170.0 564 K J rn 50.625in 1740 747 170.0 563 170.0 698 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 756 170.0 1783 170.0 719 170.0 2092 170.0 758 170.0 2281 170.0 758 p[ 54 in 1740 787 170.0 812 170.0 851) 170.0 691 170.0 1118 tt6.0 754 170.0 1275 17ea 803 170.0 1434 170,0 ffi7 170.6 1594 170,0 85e 170.0 1813 170.0 861 170.0 2231 170.0 661 170.0 26.60 1740 881 t0 tL7 O f'- O 7n 6061 470.0 ffi5 S70A 707 7740 7083 170.4 797 770.0 5240 570.0 878 179.4 1417 SR)A 844 170.4 1544 170.0 998 MA 1775 170.0 1033 tt40 2125 it&4 low 170.0 2479 170.0 1063 170.0 2833 7T0.0 5063 t>? LUi 7 6314 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 840 170,0 1458 170.0 1016 170.0 1673 170.0 1078 1700 1858 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170,0 1171 170.0 2075 170.0 1171 a Z t 88 to 170.0 874 170.0 788 170.0 1169 170.0 7103 170.0 1364 170.0 1002 170.0 1658 170.0 1088 170.0 1753 170.0 1155 170,0 1848 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170,0 1288 170.0 3117 170.0 1288 Z m = SRin 574.4 100{ 170.4 878 770.0 1275 170.4 1009 170.0 1466 170,0 1126 170-0 1700 170.0 1228 170.0 ISO 170.0 1315 174.0 2125 170.4 1387 170.4 25W 170.0 1488 1704 2875 170.9 1529 174.0 3400 170,0 1530 W (D U 78 in 170.0 1122 170.0 937 170.0 SNB 170.0 7050 1704 1570 170.0 1209 170.0 1784 170.0 1322 170.0 2010 770.D 1421 1740 2243 17&0 1505 170.0 2692 170.0 1629 170.0 3140 170.0 1594 170.0 3589 170.0 1705 p-�° {y 1Z 78tH 170.0 1151 170.0 857 170.0 7381 770.0 1118 170.6 1611 1704 1250 170.0 1842 170.0 1369 5704 2072 170.0 7474 170.0 2302 170.0 1564 170,0 2763 170,0 1700 170.0 3223 17&0 1777 170,0 3683 170.0 1796 "� r 9014 170A 1328 170.0 1144 170.0 }504 774.0 1326 170.0 1859 170.0 1498 170.0 2125 170.0 1553 f7e! 23901 170.0 1793 170.0 2658 170,0 5914 11700'A3168 170.0 2125 566.0 3413 170.0 2273 1355 3413 170.0 2361 2 -z z N8861 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170,0 1883 170.0 1822 170.0 2267 770.0 1791 170.D 7550 170.0 1952 170.0 2833 170.0 2095 3189 770.0 2336 137.1 3198 188.0 21111 120.0 3188 1581 2.028 }-- 8 peprrn 1481)1 178.0 1598 170.0 1409 170.0 1913 776.0 1547 170,6 2231 SI0.0 1874 170.0 2550 170.0 2078 161.8 2781 174.0 2271 148.3 2181 161.8 2333 2781 USA 2281 105.9 2781 125.8 2234r85.4 2781 116.0 2160 N w o1tt Ot 170.0 !638 170.0 1454 17x.0 1886 1704 1740 170.0 2293 170.0 1832 170.0 2821 17UD 2148 151.8 2832 1825 2245 138.8 2632 1484 2216 2032 I29A 2196 87.8 2632 1154 2128 2932 108.3 20M cw � xY12014 170.0 771 179.0 1688170.0 2125 170.0 1859 154,4 2252 158.9 1991 135.1 2252 141.4 1884 120.1 2252 1272 1936 100.1 2252 11&1 1815 2252 89.8 7872 77.2 2252 88,91838 2252 81.4 1808X03Wf44 to 425.1 1564 125.8 1446 104.3 7564 106.1 1425 58.4 1564 815 1407 782 1564 80.7 1380 695 1684 723 1373 52.6 1584 65.7 1358 1581 59.4 1330 44.7 1564 482 1306 156{ 44.4 1283 b d N Q 0.o 2 rn TA$LE138 ANCHOR CAPACITY ADJUSTMENT FORMULA Anchor Ca ci Table Obs) .--.. p SOb4lreba: 2.7KC-r.W 3.510040, tldlsvCMU anedCMu aruwm Maw ANCHDRCAP.„•,,,,,, (DP,,,,)X{ ANCHOR C'AP. rn rc 5116'Cl" 7/4'SS Eko 5/18'Elco 1/4'38 EPoa Bf0 6tee1 812510,1 912 61ee1 MULLION CAP.,,,6,,,, PRODUCT REVISED Anchor Typo: 3/16•Eko Ulwcan Ira•Elco ulueson 3r 18"Elco Ulbecon 1/4°Elco 41w0on A0are0a1w Unrdoon AOereGehr suave teQ screw{Gs) screw{es) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor CBp PatY4ms Nwc� as comp)In with the Florida 6d9a O.a oe OnR n 2-1n 1 Zan° 3 vs r 2-!m 2!rr r 3-118' r o.48 eW 0.3x4• CAPACITY REQUIREW CORRESPONDING TO AN Building Code Em6em4ml ): 1-010' 7-3/4" 7x74• terra' r 1-ver' 1-714• 1"ver' t-v4• ta/a" 1-1/1)• r 1318' 1319' 001100 ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630.01 2Ar4h0+s@A.74 Mst 0.07Sbut0ard or 06501 Cip C4.11)2): 39011)8 390 ms 450 ma 690 i.s 1614 ms 270140 264 fes 35415, 74011, 3741bs 66010.8 94816, 341 t6, 442 ias 580168 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05!26/2021 4 Ancnaro 4.68"AUn D.C.19fandad 110 6seq Clip(FI9.3): 780 8ss 790168 90011)0 1T8o lbs 3232118 540 Ws 5so Ibs 748 Ibs 1460 um Tae lbs 727211)8 1892 On 682 ma e85 rt 7120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED eAnc6cra�t.t!°Alan.O.G13Nndant W086eq Cfe(Ft.4} 11804:8 1400 Ibs 1010 tb5 25955xi WA WA NUMB WA 1065 F. WA WA WA 13631bs 17768rs 2240 Ib. MULLION.IT WILL YIELD A MINIMUM ANCHOR Ex 4 Ana4Dre 3'MlR O.C,l(2)215 An01p Cllpe I(Fl9.Sp 7811 ms TBO lba 680168 t56016s 1898160 54011)8 68G Ib9 WA 760160 7481ps 883 M. 16921h. 682 11)8 885168 11201b8 CAPACITY WHICH MAYBE USED TO QUALIFY Mlami- ade duct COntrO 8 Ah-UWMin.O.C.7¢)2x5 An91e C4.l{Ft9,6k 15M 11). 1504Ibs 13E0 its 312D lbs 378204 7080818 112010.1 WA 45201hg 149611)8 lJFA�s 3784Ibs 1383600 i770Ihs 220011), ADDITION ANCHOR OPTIONS FROM THE 12 Anc1wry®i5•Mi.O.C.!(2)2x5 Angle Cops I(FI9.T): 7880168 21ro Iba 1440 Ou 3780lb4 WA WA 1320 lbs WA 1500Ibs WA WA WA 204511)8 265411)8 3380168 ANCHOR CAPACITY TABLE. !Am 2154'Mh O.C.i WX;;p W-125'gAan.(Fl9.8}: WA WA WA WA WA WA WA WA WA WA WA WA WA NJA 1430168 e Arnhom®0.84•Min.0.4/6CIip,Into.125"Alum,(Fig.9g WA WA WA WA WA WA WA WA WA WA WA WA - WA WA 2681 Ibs F-2000"--•1 2A=LQ,04.68•Min.0.01 FLYp{Fl9.i0k 39411)8 390 gs 45914s 8900. 1818 Oxt 270145 2801bs 35411)8 74011). T4 ft 636189 048075 341 Ib. 44200 564 Oxer 4 Anchors®1,71'Min.O.C./F-Up(F1).Ij);j 5901bs I Too Ibs I 505Ibs 1 1298 ba N/q WA 4701bs Wq 533 1b L WA I NIA Wq 682 Ibs f 68511x1 1120 Ibs NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, TABLE NOTES: 250" FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9!FIGURE 10: FIGURE 11: • • ♦ • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. LYNtyd!rrf 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. • ' / ��� • • .• • 6.000„ ,��`r' 0C 9,- • • r • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS �,•' '•, • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON *: No,58705 FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE .-"0 _ • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED �- • • r • (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED r • • • MUS BE FELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL 8E 6083-T5 AND BE A MINIMUM OF A25' JiO��•'•.FLORIDA,. • • • • ♦ • • • USED IN THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO +,`S'SS/ ...`•-, • PAIRS. BE AT LEAST,125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S,S.OR 410 S.S. 2 MULLION A.�N6JJ��Q{141% ,1P.E. FL P.E.#58705 TABLE 14A Mahlon Capacity Table(Ibs4e) S Opening Width(for vord-lly-spmvflr?g mullons)a r opening Height(for tWWd nta*spe ng mill0ons) It Win III)In 70 in 601. 1001. 120 in 1401n Reot.ngul.r TraISD In "V,mr -prTRing R-WrVW.1 TWIT'lang, -Rec-12mulor -fm-®rTfi2rv. R ul-T -iF�--ianuuix mm-prrflrg. Rftl.V,I. �'Iv'mr 'ng�r 'ng�r 'ng�r 'ng�r wTftv 'ng'mr a -t-nuw-a T 0 L L-d-v Lowing Low'V fro L.Wkv Lowing Lowing L-tm Lwiv L..ft Loading Lowing Lowing to'-fing 136"x2.11" -�:-- T Lowing Lowing L-ding x.1 25"Alu Tube Mall m A? 11 A 52 1; 42 In 144.2 M 167.0 428 12D.21 526 14"s 410 1030 SW 13ag 414 9D.1 1 526 134.61 411 elil 526 411 771 626 - z U.1 ;1 12 -- 13411 411 6411 62B 134.1 Q1 W-5 526 134A 411 4&1 5Z 1X1 411 0 W 48 In 986 403 10&0 3W eo.5 .403 947 30 69.0 403 86.4 32D 0.�4403 81.4 317 - - - U) M7 1 403 7&j F315 4a3 403 78.6 314 40.3 4M 78.6 314 34,5 403 78,6 314 30.2 403 314 ,2 34 1 Tat 5 �7# Bas -r- 64.8 ' 2.W11 U 382 7t2 289 �S = --[ -ale 283 34.3 63.6 1 283 n4 362 Ba5 253 251 Z62 US 1 283 'a .625 In 82A 382 91-0. 301 68.6 352 1 79.3 214 58.8 -2 - -1 - 64.6 284 4" 362 X iq 541n 67,11 We 74.1 287 56.5 318 1 64.2 211 41.6 318 57-7 256 4Z4 310 63.5 M 37.7 310 60.8 2-50 339 31879S 249 2113 31U a-1 Fi4a 24.2 316 49.1 248 212 318 49.1 24e ILL C,- F- -- cl) Jo 601n 49,5 256 631 -'iii) r4t2 T45.7 214 35.3 258 210 11-9 20 3T2 207 27.5 268 34.9 204 1 247 M 33.4 2M 20.6 258 32.2 201 17.7 -258 32.2 2M 15.6 268 Z2,2 201 D LU ... -I-- ___ . 0 W 195 3D.5 234 34.7 63 in 4Z? 234 45.6 D 35.6 25.T 192 X7 Z34 31.6 189 -7 234 29-4 166 21.4 234 20.0 134 17.8 234 28.6 183 15.3 234 28`5 IBS 13.4 234 20.5 183 LU z 213 2r 1:13 213 270 168 Its 213 2*1.0 168 Z cl) 66 In, 37,2 213 39A 163 31,0 213 1 XLT--;?a--;-m76--T13--;;-a '1 170 1&0 3 217 168 185 213 2Z2 167 X '176 23,2 213 270 r1W 20,6 1 (5 D V0 203 14-7 z '17.9 179 18.7 145 72 in 28$ lie am ISS 23.9 162 20.4 M 22,5 74-9 --I 2SA- --F1Sj 79-.-G JZS isa u6_1 t70 13.9-1m 100 24 3 16i 140 1- 2t. 17.4 T :)L Ta kt 223 752 23.5 I_ 'eiI 137 7- 152 19.9 131 161 152 17.5 128 787_ TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: z An horCojoacllyTabieffbal z C" zc Skins x co 2 A Contht� (DP,)X((MULLION ANCL11O.R C) 13.5k Conc.I howwcmu =ANCHORCAP... c� AMft0r IYPM &I&'Efco Lntmon 11r Soo 5116-Eto 1/4,SS Eko $1061 #12 sIfTI 012 Steel 'L'0 AnchorClip Pattoms Minn. 3119'e"u[imcm Im M.Olt-on (M) I.Mmon AggeGator LlInmon AMeGd" &� S-(G5) screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR LU 3-VB^ 1 2-r2* v 6112 r 3-118' 21 a D.U. 9.42r CAPACITY REQUIRED"CORRESPONDING TO AN p it x 1 -1W 1-'v4- �W I mm I r I I. I 11W PRESSURE REQUIREMENT FOR THE 4AncbcmGr&*L0.C.I(4=1m c-OW-171 -fflofba 780th Rome VM fbs A` 165 MA -M to$ 748RA 1 tolb- 188294 1 682 W effi2a 1a 9s OPENING,WHEN IT IS LOWER THAN THE MULUON r2 < CAPACITY(FROM THE TABLE)OF THE SELECTED D- cf) U) MULLION.IT WILL YIELD A MINIMUM ANCHOR 2i 0.. i 0 CAPACITY WHICH MAY BE USED TO QUALIFY 0 ADDITIONAL ANCHOR 0 1.01 OPTIONS FROM THE ANCHOR CAPACITY TABLE, PRODUCT REVISED as compfKnT with the Florida :U Ilding a a OA-No. 17-0630.01 Expiration Date 05/2612021 By TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Miam"a Product Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE is 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE -7-1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE 2.116", JMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAIRS. 125, ,%111,fill, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90,WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF,125' THICK STEEL STUDS TO BEAMINIMUM GRADE 33 AND.045"THICK(18 GAUGE),STRUCTURALVC, STEEL TO BE AT 1.26'X 2.1 I'X.125'MULLION LEAST.125*THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) No.6 705 THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. .L R,P.E. FL RE 68705 TABLE15A MuUon Capacity Table(lbsf a) Opening Width(for 1,ertlrxllyspanning muNons)or Opening Height(for fnrizoMellyspannI g mWBaro) i 501n 60 N 701n Be N SO In 100 N 120 in 140 In 1601. C) Rectanpdm T)gJlBong. ReclangWar TmpRdan9. ea®n9 L.Wn9 LoadnO Lnadng LRectangular 7raplTdane. Fiectanpdar TmpRden9. Recmr:gular 17apIl1lang. Rectarlgtlar TraprTdmg. Rectargilm Tmr/Ttierlg• Recrarpuar TraplTdmre. Rectangular Tl /Td epeng. 325"30 Looting Loodeg, Loadng Looting loading Looting Leadn9 loading tuadr5 L oad -9 Loadn9 Loadng L..dln9 lending DEG.AL x o A a x a ,•,. F0 x x x x x '_ x ,OF^ x •,. a z• x x x a $ �•_ �' a LL BAYMULL $ a ��. g Sgt Q S.� "� a m m $�. a _Sg `� bki5r�r 82 g5 5 Iii t� S E$ 5� 2s$ 9p g 5� 8 6& 5 5 y� 8� & Z �� F- s8i e m W w S 421n 170.0 620 170.0 435 170.0 744 170.0 476 170.0 Bee 170.0 606 170.0 892 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 021 170.0 1488 170.0 521 170,0 1735 170.0 627 149.1 1740 170.0 521 W J !BN 170.0 708 17!1.0 524 170.0 850 170.0 581 170.0 992 f70.0 we 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1617 1700 SBO 152.2 1522 170.0 680 130.5 1522 170.0 680 1142 1522 170.0 660 r � � W Er = 50.6261. 170.0 747 170.0 SIM 170.0 Me 170.0 631 170.0 1048 17QO Sao 170.0 1155 170.0 723 170.0 1345 1700 747 1642 1443 170.0 756 1369 1443 170.0 756 117.3 1443 170.0 756 1026 1413 170.0 766 x W C)❑ ~ 5a N 170.0 797 170.0 812 170.0 058 171).0 691 170.0 1116 170.0 754 170.0 1279 170.0 Bm 160.4 1353 170.0 837 144.3 1353 170.0 858 120.3 1353 170.0 861 103.1 1363 170.1) 861 90.2 1353 170.0 881 ,14 =11 Cn t 50 In 170.0 885 170.0 701 170,1) 1063 170.0 797 167.0 1218 170.0 673 146.1 1218 170.0 9H 128.9 1218 199.8 830 116.9 1218 1521 924 87.4 1218 146.1 813 53.5 1216 146.1 013 73.1 1218 146.1 813 ¢ LU Z 61 in 170.0 930 170.0 745 170.0 1110 170.0 350 150,2 1150 168.8 933 131.4 1150 163.0 914 116.8 1150 141.9 698 105.1 1150 1342 885 879 1150 1207 871 75.1 1160 1252 670 65.7 1160 1282 870 Z D-e g = 6BN L14. 876 170.0 788 1524 1048 165.8 BB1 130.6 1048 146.8 884 114.3 1045 133.1 650 101.5 1048 123.4 a39 81.4 1048 1166 SW 762 1048 109A 821 65.3 1048 108.2 818 57.1 1048 108.2 818 vi z J 1 �U G 721. 880 [74.4 764 WA 800 USA 748 100.6 am 110.5 734 060 680 100.0 722 762 S61 92.0 712 70.4 880 682 703 58.7 BBD 792 697 50.3 BBO� 766 688 M.0 580 764 fi88 � Z) J 8 751n 790 890 99.0 790 108.4 876 95.9 790 83.7 663 74.8 790 B3.B 652 66.5 790 769 643 59.8 790 71.7 635 48.9 790 65.1 624 42.0. 790 62.1 619 37.4 790 61.5 017 N Q n s- ri 781n 750 07 92.3 760 98.1 6M 79.1 750 85.9 672 69.2 750 77.1 621 81.6 750 70,8 612 55.4 750 65,7 605 46.2 750 59A 694 39.6 750 662 588 34.6 750 65,5 586 Z z ¢ Q N p1 901, 563 51)0 60.1 563 829 491 51.5 563 54.8 483 45.1 563 483 475 40.1 SW 44.4 458 36.1 663 409 482 30.0' 583 332 452 25.8 583 73.3 46.5 225 683 31.6 442 QW Z 98 N 5. 495 443 49.6 495 51.5 435 424 495 44.8 427 37.1 495 39.9 421 335 495 38.1 419 29.7 495 332 408 21.8 495 29.1 400 21.2 495 26.6 394 18.6 495 25.0 390 - N W !O Ao1no1681n 61.7 '391 363 74.8 381 3`+.B 346 28.0 391 91.1 312 26.1 791 27.6 337 232M�33 320.9 391 226 326 17.4 391 19.7 321 14.9 ]81 17.6 315111 N 764 370 . 335 Y2.0 770 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.418 192 370 20.0 312 16.0 370 18.1 305 ® or Q rn rn 120 N 30.4 317 30.9 289 26.3 317 26.0 284 21.7 317 22.5 280 19.0 317 19.9 276 16873 0 U m I.I. 17.6 220 17.6 203 D" Z 10 x�0 ANCHOR CAPACITY ADJUSTMENT FORMULA: OO F� mTABLE15B D m� o ¢� Anchor Capacity Table bs ANCHOR CAP.,®,,,,,, sUnGtrate 2.71,Corerets 3.5k Conc. HeOcw emu Filled CMU PT Wood Metal (DP=)X( )=ANCHOR CAP. PRODUCT REVISED MULLION CAP.,=,,,,, 916'Eko 114"SS Eko 918'Elco 1/4'Ss Elco 010 612 Steel Y1251od a9 Complying with the Florida Aechar Type: 3116 Eke Ultraoen 114'Elce Umecm 3/16'FJoe Ultrmon 114'Eke Ultraeon ( ) Building Code Anchor Cop Patterns Ultraeon AgareGamr Ultrsoon nggre0ator screw Ni)(GOscrew W screw(GS) USE THIS FORMULA TO T E Edge Dtatenee(In, 1• I 2-1n• I t• 1 2.10 3.118" 1• 2-112' 1• 2-1/r 2" 3-1re- r 0.48• 0.54• CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17-0630.01 Embediied(Ink 1614• 13/4- 1314' 1314' r 1-114" 11.4• 1-114• 1-114• 1-1/4• 7-1/4" T 1318• 13)8• ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnOore@5"Uh O.C./(t)2c5Armle CIPS/(Fig.17 360 ms ago lbs 457 ma 890I1s 1700 m8 27016s 2�016s 354 ms 741)16.1 374109 720 Ns 6461ea Sat lbs 442 lba OPENING,WHEN IT IS LOWER THAN THE MULLION ElcPirallon pate 05/26/2021 4 Arehora @ 3.S MM O.C.!Q)2s5 Angle Crips/(Fb.2): 780 ks 7801bs 7&716c 1670 ma 2520 bs 540 ms 5601bn NIbs 3748 7410s Bee ms 1B9z Ida 6a2 ma gaslbs CAPACITY(FROM THE TABLE)OF THE SELECTm6Anchore®2.71'MIn O.C./(2)2s5 Angle Clips/(Fig.37 1120lbs 1120lbs 9568m 22461b 2254M WA 840 ibs WA t---lbs N/A 1320 ms NIA 1022 bs 1327 msjE MULLION.!TWILL YIELD MINIMUM ANCHOR Nliami-D eProduM Control CAPACITY WHICH MAY BE USED TO QUALIFY _ ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TADLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 211 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 2: � •1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125" �``JON.••••••JV& 1' o a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30"_ 11 %GENSF'•��C��i- FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • '.No.58705 73 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" 7A• FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED -0 a e e a YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT S0•gqy AOS ATE LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3SCREW THREADS BEYOND MULLION - '•F<ORIDP .•'' \��� THE MATERIAL,#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. '��SS, •••••• G ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. AL A.LN IRAI1 LER,P.E. FL P.E.#58705 TABLE 16A ® m Mullion CB o Table bsAt' Opening Width(forleltically-spar6irg mUrions)or opening Height(for hcrizlDrb*sparrllrg mtdBons) te b so in 60 in To in 601n OO In 1001n 120 in 1401n 1W In p Rectangular T2WTdang. Rectangidar Trap'Tdane• Redaneular TraWTdane. Rectangul TraWTr®ne. Rectangda TrnWTderg. Retterguler Tmprili". Rectangular 'Imp?dang. Rectangular TraprWng. Redangulm TraWTdeng. 325"46 Loading Loaning lwdn9 LmdnB faadmv Loaning Loading Loading Loading tnadng Loaning Laadng Lnadirg Loadng Leadng L-Ing Loednp lxadng oY DEG•AL n r r r r p r a a r g r r r r r a r t x r r r BAY MU LL a a^. a.. A v d`. � " " A _ o m a a W., a - m LL � s� � � � as e� � my �� �� � a g a N v urs v 8 v v v va v vo 3 3v ti f4a u 639 u u u v Gw v u v cSe u �e oV a`a � ars d`2 s- �aa� � a � �rc� s a� � g� d`& z �CA W 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 860 170.0 506 170.0 692 170.0 519 170.0 1116 170.0 521 170.0 1240 1700 521 170,0 1466 170.0 521 170.0 1735 170.0 521 180.3 1871 170.0 521 y j � J 48 m 170,0 703 170.0 624 170.0 850 170.0 684 170.0 9922 171LD 830 170.0 1133 170.0 661 1760 1275 170.0 677 170.0 1417 170.0 880 163.7 1637 170.1) 680 140.3 1637 170.0 680 122.8 1637 170.0 680 U) Of E _ 50b251n 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 6'84 170.0-1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 756 128.1 1552 170.0 756 110.4 1552 170.0 760 U W O S F- 541n 170.0 797 170.0 612. 170.0 956 170.0 eM 170.0 1118 170.0 754 170.0 1275 170.0 003 170.0 1434 170.0 837 1552 1455 170.0 856 129.3 1455 •170.0 081 110.8 1455 170,0 661 97.0 1455 170.0 801 K to M W 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 875 157.1 1309 170.0 944 138,7 1309 170.0 996 125.7 1309 163.5 994 100.8 1309 157.1 882 89.6 1309 157.1 992 78.8 1309 157.1 982 I- (U.7 to z 031n 170.0 930 170.0 745 170,0 1118 170.0 850 1829 1247 170.0 940 1425 1247 184.5 983 1207 1247 152.8 965 114.0 1247 141.3 952 05.0 1247 1362 938 81.4 1247 135.7 935 71.3 12R 135.7 035 W 0 1)-o m 2 ZS 66 b1 170,0 874 170.0 789 170.0 1169 170.0 903 1404 1100 163.1 965 129.9 1193 147.9 945 115.4 1190 136.5 928 103.9 1190 1204 914 88.0 Vail 118.5 883 742 11130 118.1 893 64.9 1190 118,1 893 Z N QU � ? c 72 in 161.6 7m0 169.8 877 134.7 1010 144.6 659 1154 1010 1272 842 101.0 1010 114.7 628 89.8 1010 105.6 917 aD.8 1010 08.9 807 67.3 1010 90.8 795 57.7 Will, 87.8 790 60.5 1010 97.7 789 W J; 990 Z a 78112 177.4 BOB 143.6 7132 114.5 900 1220 775 88.1 906 107.1 761 85.9 9d8 862 740 7fi.3 908 86.2 738 857 8116 823 729 57.3 806 74.7 716 49.1 9013 712 710 429 9013 70.6 708 y ¢ n 78 in 127.1 861 132.6 754 1059 Bet 112.5 738 W.8 881 88.8 725 79.4 861 86.5 713 70.6 861 81.0 703 63,8 601 75,4 694 53.0 861 06.1 6131 45.1 861 84.5t125. 861 63,7 672 z Fz- Q Q go in 827 e46 85.4 514 68.9 646 721 554 69,1 646 629 554 51.7 646 $6.1 545 48.0 846 509 537 41.4 616 47.0 530 345 646 41.5 519 29.5 648 382 ISM 36.5 507 H Q In Z �g8 br 682 581{ 70.1 506 56.8 568 59.1 499 48.7 505 51A 497 426 568 45.8 483 37.9 Sea 41.4 478 34.1 568 38.1 470 28,4 568 33.4 459 24.3 568 30.5 568 28.7 447 0. D y�? OOrn ' o108112 47.9 4413 48.0 405 19.8 449 412 399 332 449 35.7 793 29.8 448 31.7 3tl7 26.6 440 28.6 382 73.8 449 A28,137-720.0 M9 22.7 366 17.1 449 20.4 449 18.8 356 111112 M,1 425 45.0 385 36,8 425 37.9 378 31.5 425 329 373 71.8 425 29.1 367 7A,5 425 202 362 221 425 184 425 20.7 750 1S8 425 108 D_ W Y fn 1201n 34.9 3134 35.9 331 28.1 J64 29.8 fn 328 249 3W 25.8 321 21.8 361 22.0 317 18.4 364 20.5 373 ITS 364 U O Q O O 144 b 20.2 253 20.4 233 16.3 253 17.1 230 0. Z U TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca ael Table lbs ANCHOR CAP.-.- O o� Substrate: 2.76 Concrete 3.5k Conc. Hog-CMU FIIP od CMU PTWeod Metal (D , ANCHOR CAP.,,, X(MULLION CAP.,p,,,,,, PRODUCT REVISED AncrorType: 3176'Elco Ultrecon 1/4'Eka Ulbocon 918^Eke 9316'Eko Ultracon t/4'Elco Ulbacon 1/4'98 Eke 5116"FJco 1/4'8150-k #11)Stael #129teel 912 Steel as complyingwith the Florida Anchor Clip Pattens ulllagon AggreGat« 6lbacon AggnaGat« S-(G5)Bo-(05) Suave(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Buildinoe EeOe ps7ance Ml t' 2-1/2' 1• 2-1/7 3.118' 1' 2-112' 1• 2-W 21 3-118" 2• 0.48' 0.64' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17.0630.01 Embedment(n): 1314• 1-914' 1314' 1314° 7 t-114' 1.114' 1-t/4' 1.114' 1-t/4' 1-U4' 7 13M' 1316' ledea ACTUAL PRESSURE REQUIREMENT FOR THE 2Anctwrs@5'Mm C.C.1(2)2x5 Angle ClIps/(Fig,ty 390 Its 390 roe 4W Ib. 890 ks 1700 Ws 2701'5 280Ids 3549. 740It.' 374[be 7201be 046Iba 341 lbs 442lba SWlbs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Anchors 0 3b-Min C.C.1272x5 Angle gips/..(Re.27 7809- 780 Ns 7001ba 1670Ibs 8525 Rv 5101bs 56016s NIA 11201bs 746lbs 880Ids 1892 ft 682 Ma Bas)5a i120 Has CAPACITY(FROM THE TABLE)OF THE SELECTED 0 Amhore 271•Min O.C./(2)2x5 Angla CBPs r(Fg.3h 1120 Me 112010s g581be 2246[be 2254 9s N/A 8401M NIA 105916s WA 132..1 WA 10221'6 13271ba 1060 lba MULLION.IT WILL YIELD A MINIMUM ANCHOR BY CAPACITY WHICH MAY BE USED TO QUALIFY Miami[-D a roduct Control ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS AL USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, FIGURE2: 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. ,125QBAY `��`1apNY LYNN/ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `�P��;.•' L\CENSE'•.�(��i 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED *•: No.58705 FIGURE 3: CONCRt TE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TRFATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF.125" _-O _ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 'A '• LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %0 TATEp = <U� • • THE MATERIAL.910&912 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 'n o i�s '•.4ORION..•'\�\ ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. S/0NgLL E'NN A.L7^WNy Akffk P.E. FL P.E.#58705 -1 1.000' - 1.000" �-- �� a �{ 1.000" �- -{ 1.000" r- -1.266 1 § o .125' .125" o Y 2.750^ 2.750" .125" 3.125" 3.188' LL .125" .125' .125" N 2000° 2.000' 2.116' Lu a265° 125' U) W .126' 375' 375 .500" ,900" O = f T T � J 1"X2°X.125"MULLION 1X 2'X.375'MULLION V X 2.75'X.376'MULUON 1'X2.75"X.650'MUWON 1'X3.12SX.5"MULLION 125"X3.188"X.265"MULLION 1.28'X2.11"X.125"MULUON :3U) 6D63-T6ALUM. 6083T6 ALUM. 5083-T6 ALUM. 6083-T6 ALUM. 6063-TB ALUM. 6063.T6ALUM. 6063-T6 ALUM. rn g XSECTION XSECTION XSECTION XSECTION XSECTION X-SECTION XSECTION (9 m Z M a O W }�{ }-{ CA Z i I Ir TABLE A z z LU= m 2 STANDARD CUP I 2X5 ANGLE CLIP Z � 9 V 6063-T6 ALUM. Dimension Value(In) For Mullion: w .� 6088-T6 ALUM. � ❑ ic) 2.000' I 2.125' XSECTION -1 (L o mZ xSECTION u�LIP 2.000" A M74 w r- zz 8063-T6 ALUM. I .125 g 1"X7 X.125" o F U .125" X-SECTION L Aluminum z ZZ ¢ rn rn C Tube Mullion r ¢ z..Z m D a Cp Q "o mC3 .125"�I I Z m cR I-740"F- A 11 X2"X.375° N W 0 Y Y 5.500' B 2.404 Aluminum ® CA CA 3.125°-�{ CUT HERETO .375" I C 0' Tube Mullion V Z O O .375" 635 CREATE FCLIP,SEE MIN. 5.000• MIN. r-DETAILF,SHEET4 .376'MIN. A 0.875 a �� s,N .338 3.125" 6 m0 r--------1 r-------� g � B 3.000 1°X275"X �I I AA I U-CLIP A I---------I .375 Aluminum o y L_ _____J L--_____J 6063T8 ALUM. `- -------------------' 2%5 ANGLE CLIP C 0.757 7OPVIEw 6063-T6 ALUM. Tube Mullion PRODUCT REVISED TOPVIEW D 1.118 os com 1 Ing wlth the Florida STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 Building Code 1"X2.75"X NDA-No. 17-0630.01 6063-T8 ALUM. DASHED BOUNDARY.SEE SHEETS 6-18 FORTHE CENTER OF ANCHOR HOLE MUST UE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR B 3.000 -850• Expiration Date 05126/2021 WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1116'. C 0.476 Aluminum SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED D 0836 Tuba Mullion By DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Warn Product Control DIAMETER:ANCHOR DIAMETER+1116"• SHEETS 5-17 FOR THE A 2000 ANCHOR 0 C. TABLE B 1"X 3.125"X DISTANCE MAXIMUM PGT Part# B 2837 .500'Alum ANCHORHOLE Mull Dimension(sheet 4) C 0.863 Tube Mull 5.500"� •375" DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-CI)p Angle Clip .375" MIN. DIAMETER+1116" D 1.137 MIN. 1"X 2"X.125'(5) 66605 666113M 6661118M 666243M 666511 M A 2.625 1"X2"X.375"(6) 666006 666114M 6661119M 666244M 666512M B 3.262 1-25°X3 -------r- X.285"Alum lura r---- ---- j V X 2.75"X.375"(7) 66607 666115M 6661120M 6W245M 666513M C 0.862 Tube Mull B 1"X2.75"X.650'(8) 66608 6WI16M 6661121M 666246M 666514M D 1.762 1.28'X2.11° \\��`O 1....• „!1, 1"X3.125"X.500"(9) 66637M 6661116M 6661114M 666242M 666515M \\ �, N..L...... I I D A 1.813 .121'Alum \ � ,•' V1GENS6'••,l� 1.25"X3.188"X.265'(12) 65641M 6661117M 6661113M 666241M 666516M Tube Mull Q: -------J ------J 1.26"X211"X.125"(16) 69370 NIA NIA NIA 668517M *: No.58705 - OFFSET CLIP NOTES: .125' 6063-T6 ALUM. O•••. � ;•[V�: I C TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. .(� <U .740•44--i ���S '•�.�ORID P,.•"G��� 2)SEE SHEETS 5-9,12&16 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A/tFL P.E� 8705 E 1.000" f- -� 1.000" �-° 1.os2"-�� 74a' .063".062 .385" ,125' qy' .062' 062" o .438" I I oy, 4.000" '126°STANDARD CLIP o2" 4.000" 4.000" 2.625" 2.000" 6063.6 ALUM. I 2.125" 2.000" 2X5 ANGLE CLIP li 125° X-SECTION 8083-6 ALUM. 6063.76 ALUM. C4 .125' I X-SECTION XSECTION -125' C) .126° .126' U N n 1- .031" ZO W 125" 5 CENTER OF ANCHOR HOLE MUST LIE WRI IIN THE to '126 .155° DASHED BOUNDARY-SEE SHEETS 10-20 FOR THE j Cn .375" 375' ANCHOR O.C.DISTANCE MAXIMUM ANCHOR a:m Z HOLE DIAMETER:ANCHOR DIAMETER+1/16'. W CO C) H 1. 4'X.125, 1"X4"X.375' 1-X 4•X.375" 5,500• m 2 M (7) MULLION MULLION 'T"-MULLION 5.000' c W 6063-TS ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 3.125" CUT HERETO 375° 375° O [� X-SECTION XSECTION X-SECTION '375° �'I_CREATE F-CLIP,SEE MIN. MIN. I DETAIL F,SHEET 4 � Z Q or3r ON 1.250' .375" Z W m eU fecroar 1.594° -_-_-_ I _---__ CEN7ER OF r-------- ------------ 375" - �2 1.594' alum r- -1 r- -I I I I I I ANCHOR HOLE I I MIN- O MUST LIE WITHIN I I J d g 55 Z I I I I THE DASHED I 1 a _5 `- j BOUNDARY.SEE I Z O Q W +� I I I I F SHEETS 10.17 -_---___I Q Q Z C`I z 2.875" I ___ I I _-_ I rt FOR THE F I I rt F- Z. 00 m ANCHOR O.C. I I Q soo .100° I I I F I DISTANCE I I Z b' o 3.250' 3'94• I I I I MAXIMUM I I W O .100" I I I 3.250° I I i ANCHOR HOLE I I J Cn U) Co. I I DIAMETER: I I I-- ANCHOR L_____________________i V a O 0 .100° 624 DIAMETER F 1/16'. Cn fn CLI 624' rt L STANDARD CLIP U•CLIP 2X 63-TO k UM. SFS �'O 0: .820" -^1.820° �TOPVIEW M. $ € � -1 6063-TB ALUM. fi063-T6 ALUM. 1.260° 1.250" CENTER OF ANCHOR HOLE MUST LIE TOPVIEW 70PVIEW -+i .820° F~ WITHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED 1251X 32S'X.100° 126"X 3.25"X.624" 12.5•X 3.94'X.624" SHEETS 10.17 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. as complying with the Florida MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Building Code MULLION Dimension Value(In) For Mullion: Dimension Value(In) For Mulllon: 6005-76 ALUM. 800SECTI N 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER 1H6". NOMNo. 17-0630.01 X-SECTION X-SECTION X-SECTION F 3.687 1" C4"X F 1.938 125"X326" O 1.000 .125" G 0.500 X.624' Expiration Date 05/26/2021 H 2.680 Aluminum H 1.438 Aluminum i 2661"� /� 3.469125• 375 5.500"--�{ 375' 1 3-000 Tube Mullion I 3250 cube Mullion By --"11 I F 3.187 1"X4"X F 2.825 125'X 3.94" Ld Miami Dade ro act Control 1.377° 125 1.877° I MIN. G 0.757 .375" G 1.125 X.624" H 2.430 Aluminum H 1.500 Aluminum 1 I I I I 3.000 Tube&"T' 1 3.250 Tube Mullion I I I I I F 2.250T2-FX326' F 2.813 30°Ba Mull I i I I I G 0.760 X.100' F 2.875 45•Ba Mull .125' 125° 45° 2.250" I I I j i H 1.500 Aluminum �° I 3,250 Tube Mu61on 0 I 1 I H Z I I I I 1 uj `111111111I/7 3.250"45'BAY MULLION 3.250° I I I I TABLE D W N ry 30*BAY MULLION 6063-TSALUM. L-------j I I T____� Mull Dimension PGT Part# OC \\���a0, •....,•. 6083-Til ALUM. I X-SECTION I (sheet#) Mulllon Std.Clip Offset Clip U-Clip An01e Cllp F� 1,10ENSF '•�l_ X•SECTION I - YS` G OFFSET CLIP 1"X4'X.125°(10) 69364 666111M 6661122M 6e6241M 866618M 2 II II I No.58705 .125• 6063-TS ALUM. 1°X4'X.375'(11) 66610 666112M 6661123M 686242M 666519M .228"j .226"-T- 226" h°-•981",,,,I TOPVIEW 1"X4'X.375°"P(11) 66653 686112M 601123M 668242M 666510M NOTES: .740" 125'X3.25'X.100°(13) 201601=12 6661127M 6867124M 6682410M 6866115M 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 126'X3.25°X.624"(14) 20101Y20316 66GI128M 6681125M 6662411M 866S116M ''' :0 '•, ST TE 1.25'X3.94-X.82A°(15) 20162 8881117M 8661126M 66e241M M-115TIT7M ' �(�`i2)SEE SHEETS 10,11,13-15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS, 30 Degree 09) 66649 WA WA WA S70NAL %N3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 45 Degree(20) 86650 WA WA WA /1711 I WEIR, o- A.LYNN MILLER,P.E. LO) FL P.E.//58705 TABLE E Mull Dimension PGT Part# (sheet#) Mullion Std.Clip U CIIp Angle Clip '�x•125' -�—.125' F �I•'-.125" �� 2"X4"X.25"(16)1 660 1 666261M I 666271M 6665112M 2"X 6"X.25"(17) 66604 666262M 666272M 6665113M Ir c t"i STANDARD CLIP I U-CLIP I 2X5 ANGLE CUP 6063-TB ALUM. 6063-T6 ALUM. 606376 ALUM. �z 2.000" X-SECTION 2.125'FI XSECTION 2,001" XSECTION LO NOTES: LL N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I '125• I r 12S •125" o U DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1L Z "N LU 2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE �1 490•._-� W O HOLE LOCATIONS. 1.490' uw. J Tn 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. n U) CUT HERE 705.000' 375' U W U oo° fn 3,500' CREATE F-CLIP, lY [ID 2.000' .375" '6 I_SEE DETAL F. .375' rE .375° MIN. F ZO � LU MIN. r SHEET, MIN. to Z r-------- ---------------I JCPV'7 -- i--- ------------i. z Z ILI �m 8 zU W ? oe 6 1z i a�4.000' 3.438' + 3.438" Pe —-—250" 2"X 4"X.2S 1 j —- -—-I 1- Q D < N606378 AMULLIOLUM. j I 3.438" I .375" LoQ-g dooX-SECTION I I I /nZ ---------� MIN, o W 0 _�_ _� L------------ r Y--- -- ------ ------ --STANDARD CLIP 2X5 ANGLE CLIP 6063-T6 ALUM. O ¢CENTER OF ANCHOR HOLE MUST LIE 6063T6 ALUM. 4"MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063.76ALUM, a-o Z W !n 250° WITHIN THE DASHED BOUNDARY-SEE TOPVIEW WITHIN THE DASHED BOUNDARY.5£E TOPVIEW _ OOIEWSHEETS 16-17 FOR THE ANCHOR O.C. OSHEETS 16-17 FDR THE ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR HOLE R HOLE MUST UEDISTANCE MAXIMUM ANCHOR HOLEIAMETERANCHOR DIAMETER+1/16', D BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116 PRODUCT REVISED SHEETS 16-17 FOR THE ANCHOR O.C. as complying with the Florida DISTANCE.MAXIMUM ANCHOR HOLE 5,500" Building ode CUTHERETO DIAMETER:ANCHOR DIAMETER+1/16". 5.000" NIDA-No. 17-0630.01 2000'�..I 3.500°� SEEATEF-CLIP, 375• — ,375' Expiration DaSe 5/2612021 f^ I .375" SEE DE7A4 F, MIN. r-SHEET, MIN. rti MIN. II 375' By __ ___------------� __.1__ __________1 Miamia product Control I I I 1 I I I I I I I I 1 I I I I I I I I I I I I I I I 4.688' I I 250° 6.000• Ce— I T- --j I I 6.438' I I 1111 i111 5.438 �•� NY LYNN ap••.. 2MULLION I I I I ��`Qa�`.•' LICENSE /(`�'p 6083.76 ALUM. IN 375' No.58705 . XSECTION I I I I _ 1 1 L---------- � MIN. "O t ------ -- -- --- -- - ---------- r'7 _ �0 ST STANDARD CLIPL LLCUP 2X5 ANGLE CUP i�s ''��ORIDP,.•'G��1� 260' STOP VIEWM USED FOR 2'X BTMULLION.SHEET 17 6 ALUM. 607OPVIAEW M /S ONAL i�N���\ TOPVIEW A.LYSmlok!�,, P.E. FL P.E.#56705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0%60.0 PSF. NO ANCHORS HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32+32+1"=65'.REFERENCING SHEET 25,THE COLUMN USING ° N --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4"AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE a `SEE FROM TABLE 3A,SHEET 7,THE 1°X 2.75`X.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-56.3 PSF AND WOULD - FENESTRanLW DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. o z°= PRODUCTS SHEETS - APPRovat� 23 FROM TABLE 4A,SHEET 8,THE 1"X 2-75"X.650-MULLION(LENGTH=72',OPENING WIDTH-70')HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. C4 MULLION LENGTH 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 2X5 U g.y m Q ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z #i cV rcU w SS s, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL U = DE 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 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. o� IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-fi0.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72-7 PSF WITW H AN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY, ED NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: Tom.) W 1 3T---I�3Y F• 0 —1 MULL WIDTH (60 PSF)X( 636 LBS\=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) Q OPENING—111 72.7 PSF I _ z m S U THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A 0 DESIGN PRESSURE OF+50.01-55.0 PSP. o O �z FOR THE VERTICAL MULLION: j Q N m 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72"+1"=105"AND THE OPENING WIDTH IS 36"+36"+1"=73".REFERENCING SHEET 25, a Z `- 1 THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8"AND WILL U) LU o EOLU I MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W d o 0 EXAMPLE 2:MULTIPLE MULLIONS SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75-X.376-MULLION(LENGTH-106",OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF 0_' V) cn MULLVADTH-1 r-- SHEETS 23 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2'X 4"X.260-MULLION(LENGTH=108",OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+1 PSF WHICH EXCEEDS THE REQUIREMENTS d E W Z m� O FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. $ .. O:=0 3T SEE SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILLADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36+36"+2`=74',NOT 73"AS PREVIOUSLY s €�m� { FENESTRATION DETAILS, PRODUCTS SHEETS_\ ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCT REVISED APPROVAL 24 THE 73"DIMENSION(35-12'+35-12'+2"=73"). as com 1 Ing with tho Florida Building Code 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED NOA-No. 17-0630.01 VER ICPLI CONCRETE HEADER AND SILL ARE 6"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'•CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` USING THE STANDARD CLIP WITH(6)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2-GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND 0 EnpinaBon Data 05/2612021 LENGTH �-S� >-SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPAGTYOF 971 LBS. w 8 DETAILS, DETAIL E. > BY OPENING SHEETS 2-0 SHEET 3 FOR THE HORIZONTAL MULLIONS: w Nliam de Produc Con ro HEIGHTBECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER Uj FOR HORIZ 7r MULLION TYPE COULD BE CHOSEN. F MULLION 1)THE MULLION LENGTH IS 30'AND THE OPENING HEIGHT IS 32"+72'+2"=106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(@ LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE 0: REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMES ARE B" z I SHEETS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE B",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 23 (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED w 1 I I I I I i i ANCHOR CAPACITY OF 521 LBS. t-OPENINGWIDTH 36,HORIZ. 36•.HORIZ. _I 4)FOR THE U-CUP IN THEHORIZONITAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 125 FOR THE U-CUP SHOWS THE ANCHOR � • 1.LCEULLLENGTH MULL LENGTH--'III CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE FORVERTICALMULL ANCHORTYPE IS A#12 STEELSCREW, r- ND.58705' - *:FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; ."• (/L (Y; I +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; S %O AT ,j�T7 +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). 0 E� .A r ,•'•�1/� THE LOWEST DESIGN PRESSURE IS+1-64,7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. � �.....tOR$D.'.••'G��� I VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION Y �''�S��NAL PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN OD- A.L1441 P,E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, U FL P.E.#58705 jF t EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: " I I PW PW PW I �I I oY I , N SH/DH SH/DH SH/DH SH/DH U PW PW 1 `u Z wN rc 4 4 4 4 E p W W =. --- --- — wig N � I LOADING OF VERTICAL MULLION W cl, LOADING OF VERTICAL MULLION j / / M W SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS Z DOOR i SGD w eU I LOADING OF VERTICAL MULLION w ?. ULU Z PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q (L n PW _ I ? z ¢ N m I F Q Z // i PW 1'W Oa (j LU ` o a I PW N I PW N IJ,J Z e Q vYi cA VIVA SH/DH SH(DH I U O Q 9 9 SH/OH SH/DH O ¢ -.1 '� O O SH/DH 0 g 55$ `�m� � PRODUCT REVISED 1 as eom 1 ing with the Florida LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / / Building Code SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLIONI NOA-No. 17-0630.01 PW PW [HR Expiration Date 05/26/2021 I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By� I MULLION Mia a Product — control I P HINGEDPW PW i NOTES: DOOR 1)DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM OO i THOSE SHOWN. - I n I 2)IF THE LOADING TYPE CANNOT Ny (Cv I BE DETERMINED,USE `��, NO• -N�1/ PW i PW RECTANGULAR LOADING. ,•' �ICEN9F•'•<<�� L41W I / 3)SEE PRODUCTS'APPROVAL FOR y>;•: NO.58705 ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I WITH INTERSECTING HORIZONTAL MULLIONS PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED I = 1i SGD /(/\ i 41 I LOADING OF VERTICAL LOADING OF HORIZONTAL SAL MULLION MULLION A.L/YNNIMILLdE'F�,P.E. FL P.E.#58705