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HomeMy WebLinkAboutProduct Approval-Windows, Mullion Florida Building Code Online Page 1 of 2 j vp ^ ` §i e l�i��i 4 AEfo .�t r err *I ACM;GKP � Sims : �99 4 �o ,A ptt J �� f BCIS Home Log In User Registration ( Hot Topics Submit Surcharge Stats&Facts i Publications I Contact Us BCIS Site Map I Links Search Florida Product Approval - USER:Publ User A' FCFll/$•0 M [iLi"z MAI'a Product Approval Menu>Product or Application Search><,..Iication List>Application De - per201,9it °, FL# FL261-R11 SC tt 9 be art Sitr- Application Type Revision __ail_ Code Version 2017 ty Application Status Approved *Approved: DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or e Commission if necessary. yy� Comments ' 0 Archived 5 Product Manufacturer PGT Industries r fj Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 Izserati (941)486-0100 Ext 22318 druark@pgtindustries.com 414 Authorized Signature Jens Rosowski • jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certificatlo • •rk or Listing - I Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL - II Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 • Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/15/2017 Date Validated 12/05/2017 Date Pending FBC Approval Date Approved 12/09/2017 • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquaucoIwmuGtbl... 5/3/20,19 Florida Building Code Online Page '12 of 2 • Summary of Prod cts FL# Model,Number or Name Description I 261.1 Mullions for All Doors and Win..•s Aluminum ons Limits of Use Ce cation Agency Certificate Approved for use in HVHZ:Yes 61 R11 7063001.pdf Approved for use outside HVHZ:Yes Qualit surance Contract Expiration ate Impact Resistant:Yes 05 /2021 • Design Pressure:N/A • stallation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for fL261 R11 II 17063001.Ddf • product performance information,and mullion clip anchorage details. Verified By:Miami-Dade BCC R • Created by Independ ird Party: orfs Created by Independent Third Party: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement;;Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.°Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please • provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: eche.' If SecurityMetrics Credit Card Safe • • • • • • • • • http://www.floridabuilchng.org/pr/pr app dtl.aspx?param=wGE VXQwtD quaucoIwmuGtbl... 5/3/2019 it M IAM I DADEA R,.« '� ,- Ls MIAMI-DADE RADE COUNTY COUNTY �J` _ 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.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the Hi: - eci urricane Zone. DESCRIPTION: S ies"PGT"Clipped Extruded AIuminum Tube Mullion—L.M.T. APPROVAL DOCUME : I • .. .-! !.I P, • .- ".. ..- • --•- ;, - i t mum 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. I INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or i`s 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 MIAMI•DADE COUNTY i7 Expiration Date: May 26,2021 AP.PROVEO s = Approval Date: November 09,2017 Page 1 PGT Industries,Inc_ NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.12.1, 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 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Prouct Control Unit Supervisor, NOA No. 17-0630.0i Expiration Date: May 26,2021 Approval Date: November 09,20171 E-1 ' I I , • • PGT Industries,Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-6th Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on 04/14/16 and expiring on 05/26/21. • • • • • I E } kV l 7® Jorge M.Plasencia,P.E.• P 'duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 • E-2 L SUITABLE FOR ALL LOCATIONS REQUIRING • GENERAL NOTES: �N � NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE .. m rrcg $ FF� MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN,EACH SITUATION IS UNIQUE AND SHOULD BE b� $ 6 •EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES-.........._._._._-.1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..........._....._—._.I U o FIGURE 1: )g . ELEVATIONS_.-..........._._...._.._..1 + 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD..._..._..._.._.2 cz MULTIPLE (OPENING WIDTH FOR VERTICAL MULL ARCHES n BE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO INSTALLATIONX 8 MASONRY_._..._.2 MULLIONS / -� SEE DETAILS RECTANGULA IDE MULLTOMASNOTES....._.__.._..2 A-D,G,H; RECTANGULAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL TO MASONRY......................3oz SHEETS 2-4 SHAPE MULL TO STEEL STUD.........._......3 15 U -77F-.1 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL 3 i ' DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180.THE 1/3 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS_..._.._....._4 UUO11 i!1 Jo I sAYMULLWSTALLATION........_....4 7 Z W '/�' III ``\�\ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 w � S /�7 \1 `�` 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X X.MULLSPECS...-.---SPECS..._...-7 w J U 1X2.75 X.376 MULL PECSS........_8 D: O INSTRUCTIONS. 1%2.75 X.65 MIRL SVECs 5 I'H-n. _ 1X3.125X500 MULL SPECS......-9 S Z '� i--. SEE DETAILS / I/ / i 111 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.125 MULL SPECS----....10 O W O o ATHRU G; Y / SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X4X.375 TUBE MULL SPECS....Ii H CO SHEETS 2-4 \ATHRU G; 1X4%.375 .285M LL SPESPECSS...12 F.. Q (0 l I � I =r / SHEETS IA ONLY TWO ADJACENTUNITS ATATIME WHEN USING THE DESIGN PRESSURE AND ANCNORAGETABLES.THE LOWEST DESIGN 1y5X3.166X285 MULLSPECS._12 w Z \ I I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 125 X 3.25 X.100 MULL SPECS.....13 OPENING• 125X325 X.624 MULL SPECS__14 ? Z W% U VERT. ' HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXTSIZE SHOWN ON THE TABLE(S). 125X3.94X.624MULLSPECS.....15 vi O. E MULL LLH I FOR 2 X 4 X.25 MULL SPECS_._._._...15 w ? 6O MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 6 X.25 MULL SPECS......-........17 r . <o l ¢Z SEE DETAIL E, 128 X 2.11 X.125 MULL SPECS....18 ES r.- SHEET SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 30'X 325 BAY MULL SPECS....._.19 c i.- W AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 45'X 325 BAY MULL SPECS.....__20 z z F- ¢ N W REACTIONS. MULLION&CLIP DIMENSIONS--21-23 H ¢ O Z EXAMPLES 1 82............._..._....._.24 00. F- Z d B4 do FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR MOO'S LOADING EXAMPLES....,-....._.._....25 (12 -q S o UJ PRODUCTS MAY BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING ® W Z N MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F' W MANUFACTURED 7---411 II i I BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. u Q C) Z O O _-VI - EL c o) CTI • 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ m O�.O /SEE DETAILS HORIZONTAL A-D,c,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNUMITED PROVIDED THAT THE SPAN AND OPENING o S w �� MULL SHEETS 2-0 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. PRODUCT REVISED HORIZONTAL as con LENGTH HORIZONTAL the Florida MULL g Code LENGTH INSTRUCTIONS: NOA-No. 17°0630.01 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING USING THE ASCE•7 STANDARD. Expiration Data 05/26/2021 ADDITIONAL EXAMPLES OF MULL CONFIGURATION•.• ey MULL • F�OPEMNG WIDTH--1 I---HDR¢MULL LENGTH-1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. Miami- da Product Control 'I LENGTH I REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS°RECTANGULAR'OR"TRIANGULAR/TRAPEZOIDAL'. TXI j, o• ENG I- 4)•ND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FP).FROM TABLES 1A THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING H,G,yT I \II �I TH UWON TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MUWON IS SPANNING VERTICALLY OR HORIZONTALLY).THE OPENING 1 `I MULL / H R� VERT. MUL ON CAPACITY BS1FP OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING OBTAINED IN HEIGHT LENGTH ULL MULL -TEP ). LENGTH L II► II\ 5 FR.M THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE R.•PR SENTS THE WINOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. ``t`M1 i 1 I 1111° r7/7 OPENING ALWIDTH MU 6) R•M THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \,,s ANY LYNN //': SINGLE MULLION SINGLE MUWON FOR VERTICAL MULL - OPENING WIDTH A C.OR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY TI-IAT THE REQUIRED ANCHOR �'t�.••• V10ENgF'•%! �i FOR VERTICAL MULL C P CITY IS MET. . : Q-;' •.13 -Th SEE CORRESPONDING DETAILS MULTIPLE MULLIONSIF THE MULLION CAPACITY(LBSIFP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE _y •,: No.58705 1. FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS - • CODES I STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE . 7-13 Q/ -�7^ .2017 FLORIDA BUILDING CODE(FBC),6TH EDITION �� S t" ��� •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION B)VERIFY THE DESIGN PRESSURE RATING(LBS/FP)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE W ITH THE FINAL MULLION 'O�.... ATE O �. .... •ANSI/AFBPA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY ILBS/FP)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION _(�` ••...LomoI;.••• .ALUMINUM DESIGN MANUAL,ADM-2016 PRODUCT ASSEMBLY. • '7/ f)NAL E•M1\` _- -- - - •AISI S100-12 A.L�tUNMIUUHR;Y�.E. •AISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. FL P.E.#58705 �r g4. , gg 4. , I DETAIL A: DETAIL B: iø MULLIONMULLION TYP.ANCHOR g?.F.s 'i , MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BUCKSTRIPOR WOOD FRAMING WOODBUCKAND MASONRY ATTACHMENT SEESEETABLESIB-13B (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, TSEE NOTE 1.• MULLION I SHEET 1.I o CO 2N1 la --- - .'d I ,• ,1 - SEE SHEETS a L,II I MIN 2.7 KSI 1• c EDGE y li Q = EITHER THE I i../ 21-23 FOR HOLE 4 I I I CONCRETE OR CMU ,'j •.j SEE SEE TABLES C D CO D en STANDARD 00. ° ��e LOCATIONS n n DFFSET MULL e ��-' EDGE - l� - ° .' ° EDGE DISTANCE 1B-136 N a o F- CLIP MAYBE OIS-TANCE I FOR MASONRY W Q O o ~ INSTAU.ED 8Y a � �' FOR WOOD '' , ANCHORS o: LO co M co INS METHOD. a ''' 4..11.y N. SCREWS �60'MAXFOR °°° SIDE VIEW F Z co w ALL MULLIONS Z EITHER THE V F Q ° 1 0 ° 4\+w�4 d � '�`° 'STANDARD OR 2 U d m 2 ���010-4;/ • ° ` T� .da OFFSET MULL Z i zU ° ° / CUP MAYBE W 'n /%�F r INSTALLED BY p[ F d ° : % • ;< EXTERIOR EDGE.c , a` / . � THIS METHOD. N Q Z �Z ° ..d DISTANCE ° 2 Z Q U N FOR d° • MASONRY m �� F- Q Z • THE OFFSET CDP IS ANCHORS a F B B u�0 12' ° • I RECOMMENDED FOR n ° • g EXTERIOR 4.4 ° 0.° FIN-FRAMED a 5 VJ Q WINDOWS,BUT MAY 5 W ALSO BE USED FOR . 9 D_' I--• Y Y ' OTHER FRAME TYPES. ® f= Z ? U — Q as Z . OL _a a 0r:L,.0 TYP.ANCHOR TYP.ANCHOR PERS RATE U P. $ ai ,3 ,b PERSUBSTRATE.1E-1. TYP.ANCHOR SEE TABLES ID-IRE - SEE TABLES IB-13B SEE TABES 113.1ATE, EDGELEND BUCKSTRIP PRODUCT ngg WElth tho Florida' SEE TABLES I&18B DISTANCE �'�,• AND Bulldin9 Codd EMBEDMENT •� I �� ' BC SBE3TBABLES r 4 ,t t. ATTACHMRST NOA-No. 1T-0630.01 i �� I I._; • SE NOTE 1. A� -�: EMBEDMENT' SEE NOTE I. Expiration Date 05/26/2021 •t ATTACF?AENi j SHEET 1. . „•y BY OTHERS, .. .. By - SEEEOTE 1, ••'' ''•."• Miami-Da roduct Control SHEET I. ., • .7 MN 2.7161 CONCRETE OR CMU , SIDE VIEW FRONT VIEW FRONT VIEW • I I INSTALLATION NOTES; i 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. L I I 1 i I I/r, i \`` 0 LYNN i',,, I 2 QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `` �O. 4i :, ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ` ,, s.•' LICENSE'•.4 .. CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE V.. ••,-P FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. _* No.68705 3)ANCHOR HEAD TYPE MAYBE PANHEAD,HEXHEAD OR FLATHEAD. -- • - 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �-�.'� S rATE •((�� ,•'...CC ''•4;t ORIDP. \�� 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE COUNTY APPROVED S C7,� ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. '',S ONAL 0N`\______ -- - - " A.LYN�N�MILLLLLER,P.E. j FL P.E.#58705 I I • 2 • DETAIL E: bE c R MULLION TO MULLION S DETAIL C: —1 I--.12.51 MIN. INTERSECTION NOTES: �A a l' MULLION DIRECTLY ATTACHED TO � MULLION ( ) 1)MAY BE INSTALLED IN'TEE'OR"CROSS" d� (U-CLIP) i. MASONRY STRUCTURE —� ^ o (STANDARD CLIP SHOWN) VARIES a A--- INTERSECTIONS. cim n/ 2)MAY BE INSTALLED HORIZONTALLY ,� =` (SHOWN)OR VERTICALLY. Ln I I TYP.ANCHOR c� TV I EITHER THE ,�, 1 PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS • U STANDARD OR ``�,I _ j SEE TABLES 113 1313 �L r FOR CORRESPONDING MULLION. " 1n wm q W OFFSET MULL ` I_ TOP VIEW 5 Z w - -- - -- INSTALLED CUP MAY E II I I EDGE DISTANCE UWON W O = THIS METHOD. \ I r FOR MASONRY VARIES $ J CO \/�� $q$$ ANCHORS b12 STEEL SCREWS, \ 01 • a+at, SELF-DRILLINGOftPRE-DRIl ='"4111.1: ' \•\MULLION AND USE SMS 'r.°. W � 1-2,1 - ` `�` r MULLION . ~ Z oz EXTERIOR ` \ ci Q \�/�‘ [1=THE OFFSET CLPIS M 1--, N EDGE DISTANCE , ° \%G�"' 0 Z U z = s 4V RECOMMENDED FOR N 0 2: Q1 FOR MASONRY • ^� FIN-FRAMED LU�I.W INTERSECTION w = CC 8 rcz ANCHORS ® - �� WINDOWS,BUT MAY ALSO BE USED FOR • g' ° OTHER FRAME TYPES. EXTERIOR '' Q Z mn TYP.ANCHOR 'd 2 Z Z ¢ N PER SUBSTRATE. 4 • 1- a o z '- CO SEE TABLES 18-139 _ TY?.ANCHOR SEE SHEETS 21-23 FOR a H'OR J O w0 / SUCNSTRIP �� PER SUBSTRATE, HOLE LOCATIONS ^ Q h $ AND SEE TABLES 113-1313 FRONT VIEW EDGE EEC.=913 N LLI -J Y `1 ATTACHMENT 0„,„,„....-00------. ...;______A-- BY ETHERS, / / DISTANCE �i �{. SEE TABLESI— � (~J � Q EhIdEDMFM '., CO cf) SEE NOTE 1. ? () SHEET 1. _ .. •. -�..--- o �- 'Yii z m�O •'.:..; ��'" '•. .::'.. EDGE DISTANCE SEE TABLES SIDE VIEW U S a .�rc� MIN 27 KS CONCRETE CRCMU MIN 2.7 HSI CONCRETE OR CMU 15.135 F o FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO as complying with the Florida 00.- STEEL STUD Building Code NOA-No. .17.0630.01 (STANDARD CLIP SHOWN) STRUCTURE Expiration Date 05/26/2021 INSTALLATION NOTES: TVP.ANCHOR Dal B Product Control 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, -'-"I PER suBSTRATE, ® /�I` SEE TABLES 113-1313 - 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE .�� 21-23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFERTO THE TABLES ON THE It..-Orfr 11015 FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. LOCATIONS — ;I • 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD- - MULLION ® 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. I 11 kill SEES tlrr.rrilr5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLYMIAMI-DADE COUNTY APPROVED —01STANGE ��Yow%L1111,1,,,1,'��ELCO ULTRACON OR ELCO 114"S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STuos THINNER THAN 1B-13B SEE BLS ;`\"ta'• `Y•.'ii','. FRONT VIEW 19 GA AND COMPLIANTWITNTHEFLBUILDING ��,. 1,10ENSF'",(��i CODE,A 2XW000 BACKER MUST USED. J ATTACHMENT BY OTHERS. %la USE WOOD ANCHOR SPECS -*: No.58705 7:EXTERIOR SIDE VIEW. — ' NOTES: — `!k. _ • 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD =O''.. TATE F" •'• '•41"• ANCHOR VALUES MAY BE USED. i"C' .., 2ATE I,,.•'�.V. -. - - 2)SEE CORRESPONDING MULLION TABLES, Y "� - --SHEETS 5-20,FOR QUANTITY OF SCREWS. /'I��C/N�II,'Q��!� L`R)�•E. FL P.E.#58705 R • i DETAIL F: DETAIL G: DETAIL H: 5 FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION g� o (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) SE A43, TO SPECIFIC c O SHEETS 2;00 3 FOR INSTALLATION 30.OR 46' u TO SPECIFIC SUBSTRATES. BAY MULL y N �MULUON •'7 /� w� U F i .. < O .I O W ' O O O O O O O O /J O U) O 0 TOP VIEWo • K b SIDE VIEW ''"'-•:...----T--------.� coWt) -D cn SHOWN WITH rxaxJ2s• TOP VIEW 1 W MULLION ��' II, I j TVP,ANCHOR O Z .EXTERIOR / PER SUDSTRATE. 7 ~ m = /'SEETABLES 1St OR IBB Z . V b iTVP.ANCHOR y _�l EXTERIOR yo aZ STANDARD MULLION CLP I PER SUBSTRATE, MONIREOTO FR FIELD SEE TABLES 16•14B 1 Q Z .�� n MODDmDTO ♦- I 2•X 6•ANGLE CLIP, Z Z I O) pt 2 PER MUWON END,MUST BE Q O N r 110000.. (---- PlSTALLED INSIDE OF BAY MULL. I- I-JipO XO 4 / MULLON �; "" • Saa,,,,..,"'-'11.11i -.,1 11 CI) ANGLE CLIP, o Z < 2PER MUWON END, -` Q O Q ' ` MUST BE MULLION IND a Z UJ U) ..... •.,Suoge- . ,Isop 1 INSIDE OF MULL114114101111111.- • m�,c) ••� bAli PRODUC'REVISED 'TYP.ANCHOR as compl- gg with the Florida PER SUBSTRATE, 6ulldln• odo SEE TABLES IB-138 NOA- 17-0630.01 INTO WOOD, STEEL,ALUM �/ E •ration Date 05/26/2021 INTO WOOD,STEEL, STANDARD CLP TO BE EXTERIOR lA OR MASONRY j�� I//jam// Exii-.R o ALUM,CMU OR MASONRY MODIFIED IN-FIELD. °IP /// � / 8Y �" ' _,/ // I // N Mlami�-D c•Product Control EXTERIOR r ,•,,, . . 0 03,°,440014.� / / /7 /moo// , / F 7 Lri4. ® �� wTCORSTEEL,ON / //�j ALUM,CMUWOR MASONRY J. _AGE 0 // W..A...,P r DIS • CE PE C.3 Z dr APNCH�' EDGE /I_�'-� /�I w \Not IIIu19. DISTANCE �t �I % OTES FOR INSTALLATION OPTION G&H: /••°as VW-LYNN'i',fr .,.�� PERANCHOR • ����������������z/ O a�.•''•t.ICENSF Cl 1) •E 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. z . NOTES FOR INSTALLATION OPTIONS F: No.58705 .i 1. 2)DELA•5:SEE TABLES 18.148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE �D * II DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26•X2,11"X.125•MUWON. LOCATION . o - D C�'7 i *- 2)SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. /7. 3)DETAIL H:SEE LES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �O•'. ATE ,.' <V.: 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLJCATION. LOCATIONS. ® �'n•'• E ori ONAL e,-,o - 1 - --- -" 0 A.L4INIM1E.L ,tP.E. O FL P.E.#58705 • • • TABLE IA �-3 S n Mullion Capacity Table Qbs11t2) Opening Width(for uenica0yspartirg mullions)or Opening Height(1w FndzarPAY-eparnirg Mame) ( w" • 50In 601n 701n Nin 901n 100 in 1201n 1401n 16015 2g o Rectangular Trap/R1-3112. Rectangular TrapIT/ang Rectangular Trap/1110N. Rectangular Tmp764000 Rectangular TrapITrianO, Rectangular Tmpntlang. R0aer®ular Tnp/TdanD. Rectangular Trep7Tdang. Rectangular IMP/NanaL Ix2X.125 .Loading Loading LoaS72 Loafing Loading Lending Loading Loading Lancing Laming Loading Laming Loadrn9 Loafing Loading Loading Loading Loading oZ LL Alum.Tube �• is- r •,g - i.,- �• .. a a 1 ;� r a z r a . F r F- .i' F e r P ? s._ r a p �•^ e Mulliona II �� 8 `, lig R. aa ClC' 8 6, a m 8 0A 8 �� � a� „ a � 8 � � �� � 8 $� e� � 8 8_ 8 s, acs a s s� - a -I �s su II Au. ti eE 6E 1g i sg ti €g <l ag VI z_ ab 5 ki e� es et . =g .gi = 1 €g pi =g .d . (4) i�, RI sec '4& 2g. LE �€ .ia 51 .L& 21@ dp . .2e RI it 21 .'. RE .C' g6. Vic" 2 Lf RE dX s4 d`e 2x ga ;a 0 0i. .a: EI L.4 Z W 42 In 111.9 408 129.5 332 93.2 408 116.5 325 79.9 408 107.8 321 69.9 408 104.4 319 621 406.104.0 319 55.9 408 104.0 319 1 46.6 408 104.0 319 39.9 408 104.0 315 35.0 456 104.0 319 <Wl1 J a) 46 in 74.0 312 83.5 258 62.4 312 73.4 252 53.5 312 67.0 246 469 312 832 246 41.6 312 61.3 244 37.6 312 61.0 044 ' 31.2 312 61.0 244 26.9 312 61.0 244 23.4 312 61.0 244 C) co e) 2 50.625 In 63.9 251 70.6 234 04.2 281 61.5 228 45.6 281 55.7 224 39.9 291 52.1 222 35.5 281 60.1 220 31.9 281 49.3 211 26.6 261 49.3 219 228 281 49.3 219 20.0 281 49.3 219 W O o H g 04 In 52.6 247 67.5 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 198 282 247 30.4 194 26.3 247 38.4 193 21.9 247 33.1 190 19.8 247 38.1 193 1 16.4 247 36.1 193 K m m rn o W c 63 In 364 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 163 24.0 200 26.9 160 21.3 200 27.1 159 192 200 25.9 157 16.0 200 25.0 156 Q I- Z J ID n 631n 33.1 181 353 155 27,6 181 30.3 152 23.7 151 26.9 140 20.7 181 24.5 148 18.4 161 228 144 16.8 181 21.7 143 - z 0 Z Gnu m 2 66 In 21.61 169 30.8 142 24.0 165 26.1 139 20.6 165 23.1 136 186 165 21.0 134 V¢' 50 72 m 222 139 23.3 1100 16,5 119 19.9• 110 15.9 139 17.5 116 's y; 60 ? (°q o u 2z 75117 16.9 125 19.7 109 15.7 125 16.8 107 y Q J 1- J Z 781n 17.9 118 182 104 ? Z 2 Q N TABLE 1 B - zz ANCHOR CAPAC Mt'ADJUSTMENT FORMULA: (O in z sic yo Anchor Capaee�Table(lbs) (ANCHOR CAP.�,,,,,0 _ u) h I 0 Su880018 2.78 Concrete 3.5k Canc. Molar,CMU FRIed CMU PT Wood Metal (DP)X`MULLION CAP.,,,,,,,,,/ ANCHOR CAP.,,, y18'Eba 1/4°SS Elco 5115 Elan 1/4'5S 080 910 Steel 912 Steel #12 Steel N W X Y Y Ano6eolype: 3115 Ecco Ultmeon 1)4'0400 U6mcon Ulrecon 3116'Elco Ullmann 1!4'act UNawn AOOreGafar Ultmecn 508050100 Screw 0851 Screw(05) Saew 1851 USE THIS FORMULA TO OBTAIN THE'ANCHOR ® 0V to Cl) Anchor Clip Patterns - CAPACITY REQUIRED"CORRESPONDING TO AN 1- I'" Edge Distance(ink 1' 2.1/Z' 1° 2-112' 8-716• 1' 2-irz' 1° 2-1/l' 2' 3.115 2^ 0.4B" 6.54• 0.324' x U X Q Em0edment(131: 1J4' •1-3/4• 1-314' 1.314'• T 14/4" 1.1/4" 1.114° 1.1/4' 1-1/4' 1-1/4' 2" 1-115' 1-306" 6494a3 ACTUAL PRESSURE REQUIREMENT FOR THE L9 < '- Z O O 2 Anchors®4.75"MIn.O.C./Standard or Offset ClipF9.1): 363155 38080 450415 860169 1644153 27016 250169 354 Ma 740160 374151 664 IN 945110 341®5 442160 55000 OPENING,WHEN IT IS LOWER THAN THE MULLION 60 >s ILmV) 0) 4 Anchors®1.15 Min.0.G/Standard(Or Offset)CO(F0.2): 460163 700 Om N/A WA N/A NIA 380 lbs WA N/A WA N/A WA 682 00 885 Us 112D¢s CAPACITY(FROM THE TABLE)OF THE SELECTED e. u „ 3`O 00 4 Anchors®TMIn O.C./R)2s5 Angle Clips I(Rg.3y NO lbs 78016N 6651bs 1580151 1896 IN 540163 560160 WA 760151 748100 880160 1892166 682 Ea 65516s 1120100 MULLION.ITW1LL YIELD A MINIMUM ANCHOR c" o w g-1-,2 Anshan @0.45•Min O.C.70-Cilp,Into.125.Alum.(Fig.45 WA WA WA WA WA WA NIA N/A N/A WA WA WA N/A NIA 715 103 CAPACITY WHICH MAY BE USED TO QUALIFY u 1 Anchor/FClip(Fla.51 101 IN 195 lbs 22505 44516: '822 Is 135159 140 Its 177 IN 370 IN 187153 332156 473 lbs 170151 221160 250 me ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCTREVISEDREVISED 2 Anchors 61.15'Min.O.Cf F-Cllp(Fla.0y 240151 350155 WA WA WA N/A 190 IN WA WA WA WA WA 341 06 442 be 550 IN ANCHOR CAPACITY TABLE as complying ying with the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, NOA-No. 17-0630.01 Expiration Dote 05/26/2021 By l Miami-O Product Control __ FIGURE 1: FIGURE 2: TABLE NOTES: • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. O • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -•1 1.000' 1.-- , . 2) - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. -/-- v�,,,i� 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. 2000' 0 i FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. % N 1 1 1 1 1 11,/ 1N0_0111111,11 1 •ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 0 '125• ��`�aON..,.YN!V 2//0, %i i�ii� �1LIGENSF•:<:.:(.5(2.13-:::1 �( i CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED Q�.•" •.F FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" 1 ••.� , THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2"X.125°MULLION _;# No.58705 ® LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND = • 1:1 ® 0 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL 18-BS.S.OR 410S.S. -13: 6 .2� r �_ -�O STATE F LU • ' ..4% -•:cyORIDA.-'••\*. '''/S/0NAi ENG, --- - _ A.LYrNNI411IILIEi,P.E. FL P.E.#58705 • III • TABLE 2A 8 ry q & Mullion Capacity Table(lbstif) 3 Y Opening Width(tor vertically-spanning mldlion5)or Opening Height(for horizontally-spanning mu'9ans) - 50 in 60 in • 70 in 602 1 901n 100 in 120 In 1409, ! 160h y� b Rectangular Trap/Mang. 501/08puiar 1/opTri0r8. Reetangrlm Trap7darg. Rectangular Tmplr fang. Rectangular TrapRtla�g. Rectangular 1o5T n34 Rectangular TrapTriarp. Raolargula1 Ta Trlanµ RecCarpynr Tn0/T/ao0, H ix 2 x.775 Loading Loadhp Loadtrg Lwding L0sallrg Loading 1004150. Loading Loading Lcadine Lda8ng Laa 159 Loading Loaning Loading Lood/r 5.0041 g loading ^ LLo Alum.Tube F g. F F f'.. Fu i. A c., r 3 i• S S 3 ,r r 4 r r a p w r 2.. r •• BY y Mullon 1 ffi S 8 �� 8 ‘2,, s i0. 8, 2 5 �S g•' N a'. �� 3� �� a� �� a s d u 8 � a �� 8 �'' as a s .g 1 �g Ay iv -N. 0.g t 6 @' 19 -55' �' 5 a E 111.5 5§ 8q¢I s e 1 eK. Aip 0.t lglr Ya P p a. - 0 0.L i I- 4e a�. da .1 de 0.a 0.a ik O .0 s'4- f a& la 4dila d .i¢-s1 d 20 31- 33 d¢ 3_ 1-8' L . 2a. 4E Z �'�# •42 in 1700 828 170.0 435 151.3' 582 170.0 475 129,7 662 170.0 50.6 1116 802 169.5 518 1009 662 188.9 517 190.6 652 156.9 517 75.7 652-168.9 517 64,9 862 1589 517 158.7 892 1889 517 W 0 X 10 in 121.8 507 136.0 419 101.4 607 119.2 410 86.9 507 1067 403 76,0 507 1028 359 67,9 507 99,6 397 508 507 99.5 396 607 607 99.0 335 414 507 99,0 353 30.0 507 6E0 396 K J x 50.626 In 703,7 458 114.8 779 1-9-9 466 99.9 371 74.1 456 50.5 364 649 456 84.6 360 57.6 458 '61.3 367 (61.8 456 80.0 358 432 456 80.0 35fi '37,0 456 60.0 966 32.4 456 60.0 356 F � �c = 1 54 In 854 400 633 036 71.2 400 809 326 810 430 72.7 322 53.4 400 67.3 316 41,5 405 64,0 315 427 400 57.3 314 356 400 61.5 313 305 400 _61.6 313 28.7 400 61.8 313 (9 111 •O o 1- m sole 623 324 68,9 270 51.9 324 57.5 270 44.6 324 61.2 264 38.9 324 45,9 260 34,6 324 438 257 31.1 324 420 255 1260 324 40,5 253 222 324 40.5 253 10.5 324 40.5 253 i 7 C 6361 53,6 294 67.4 257 449 294 492 245 38.4 294 43,6 241 23.5 294 358 237.290 291 37.1 234 26.9 294 302 232 724 294 33.5 232 19.2 294 314 230 1906 26.4 314 230 a 91 Z J , 661n 4E8 250 43.8 230 300 260 424 225 334 268 37,5 221 29.2 266 341 218 3E0 280 31.6 215 23.4 268 298 212 19,6 263 280 210 147 268 27.7 209 14.8 288 27.7 200 Z 7 m = 0..o S 722 36.0 325 37,9 196 30.0 226 32.2 191 257 225 284 188 22.5 725 25.4 166 1 20,0 225 735 182 180 225 221 180 160 275 21.3 177 129 235 19.6 175 11.3 225 19,6 176 W W I 1 s0 781n 305 200 320 177 255 232 27.2 173 21.9 202 23.9 170 192 282 21.5 167 17.5 202 10.7 155 153 202 154 163 128 202 18.7 180 10.9 202 16.9 156 9.6 202 15.8 158 I-- I-- ) V 1-O • 78 in 293 192 290 106 23.8 192 251 165 20.2 192 22.0 162 17.7 192 19.7 153 15.7 192 13.1 157 14,2 192 155 155 11.6 192 15.2 152 10.1 192 14,4 150 6.9 182 14.2 154 j Q ...I s--• n BO In 165 144 19,0 128 15.4 144 151 128 n 2 i- J 85 • 9s In 152 127 16.6 113 F Z N T. TABLE ZB ANCHOR CAPACRY ADJUSTMENT FORMULA: ' n y M A o B Anchor Capacity Table Obs) ANCHOR c1+P.,,,,,,,,, n W X Subotrate: 2.74 Concrete 3.59 Conn. No'ibw CMU FSled CMM 67 Woad Meinl (OP)X( -ANCHOR CAP.... CL Y `/3 v1a Emn `MULLION CAP,,,„,„, , N CO 1n A11411or Type: 9/I6'Boo U71amr1 174'Mc Unmoor; 3711 Boo U3rxnn IN'Elco Whom 1/4"86 61eo 918•Eno 114'99 Dui 810 Sten/ 612 519 J 812 Meg I- F x Aneh'orClipPatterns 8150965 AggeGalor Unman AggleConor 6eaon(05)sm.,(G5) Scam(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR 2 U Q C Edge Olance 9n1 1" 2-1/3" .t" 2-1? 3-116' 1' 2-1/2' 1' 2.117 2' 5419" 2' 5.49' ' 0,54" 0534' • CAPACITY REQUIRED"CORRESPONDING TO AN �-�, d-T z 0 tto Em5ednenI Im7 1414' __ 1-04' 1414• 1-0/4' 2' _ 1.1/4' 1-u4' 1.1/4' 1-1/4' 4-1/4' 1-1/4' _ 2' 1.246' - 116' lanes ACTUAL PRESSURE REQUIREMENT FOR THE Yo, 2 s ,. eO 2AnehasG4.75'Mln.0,C.I Slanaard orofsotcup(Fi9,11 350144 395 I@ 450/5, nsu ins 1514 lb, 270 lbs 280 150 354404 740Ibe 374 m 86116, 941i00 04110 -442169 -" 56Dib5 OPENING,WHEN IT IS LOWER THAN THE MULLION - o m_b 4 gcc 4 Ana1wo 4.0 1-15'MIa O.C./SW/dadfor 015,0 Clip(Fig,21 400 bo 70.0 0x1 NIA WA N/A NA 36g lbs NA NIA NSA WA N/A 562 I@86510, 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED °a a � a 1,- 4 Analors®3.Mn.O.C./(21205 Angle Ulps/(Fig.31 780164 790155 680 0.5 156010_ 18961N 540 In .' 509103 N/A 700 go 748 the 680 20 1892/0682 lbs 885I10 1120 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED 2 Anchors 93 0.45°MN.O.C./U1Try,Into,125.Alm.(Fig.41 WA WA NA N/A N/A N/A WA NM N/A WA 91A N/A WA WA 71515, CAPACITY WHICH MAY BE USED TO QUALIFY as complying with the Florida 1 Anchor/F4TIp(Fig.53 1051ba 193140 225 ho 445 ma 822161 055 ma ' 140 ms 177 Ib, 3701E ' 107 ills 332 I5D 473 ac 17010, ' 221 Ma ` 280 10s ADDITIONAL ANCHOR OPTIONS FROM THE Building Code 2 Anchors E 1.15'Mm,O.CJ FDIp 61E6 240 lbs 350 lbs WA NIA N/A WA 150 ms NIA N/A N/A 11/9 WA 341 Ib, 4421bs 990 ms ANCHOR CAPACITY TABLE. NOA-No. 17-0630.01 NOTE;FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Dote 05126/2021 ... By Miami- a roduct Control FIGURE 1: FIGURE 2 TABLE NOTES: • • • . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -'-1 1.0300' I--• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. f//i FIGURE 3: i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, j 11111 1 l I i 17177 • a • ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' i i ��`7 Y YN '', FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. j S ‘� 0�...1:••.N2� '�i� ANGLE CLIP MUST BE USED IN PAIRS, f , .'4•,..C-2,• L5CENS5 !?..,,-..0,, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED //�ej.375" T. :� FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE • BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BEPRESSURE-7RFAI tU 7 _* No.58705 YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1°%Y X.375"MULLION _ . • LEAST.125'THICK AND ABS.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND --73 1. •,/r 'r • 0 S THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. -0A's'., S ATEE0F'" ..'4,..i.- �• /�''rLs��NAL��G`\• ' 5151 _. A LYNN'MILER,P.E. FL P.E.#58705 • TABLE 3A °'4,g Z - apaelty Tablo(IbsAl') 1/ - • Opening Width(far vertically-spanning mUlicns)or Opening Height(for Ilorimntally-6pannI g mullion) 1� g 50/n BO In I 70 In 801n Mullion C 901n 100 in 120In 1401n 1601n .\\\� a o ._ 1 i 2.751( Rectangular Wr Tl.oa darg. Rectangrdar TrLooCnn9. Rectangular hLna00nrg. �ctan(Iwar TrLoodieng Rectangular irLcodnng. Recrdryular TrLrrndfro5 Rectengidar TrLoodlong. Reelangu78r TrLos4nrq. Rectangular 7tLoadinng. e C Inadng Loatane Loafing Loading Loadn9 Loading Loading Loading Leadklg Loading Loafing Loading Loafing Lowing Lceding Loafing Loading Loading 2 .376 Alum. L. a Tube A •s.. a a,. c,. 'U IN € -p; '�a ''o.. _ .kd.. 'Fs .: m c '� 'o,. rs .. 'o .. c a 0 a •6 LL Mullion f- d a s a $a a s N a ga. 13g2 j a i I a a �. $ a N a 713 P.-4,- - 1� o v r3.8 r3� u � 3�;0 3v 3v r9 ube u ue r e B. ov 3 0a u_ 8^8 0 c�� It fi� �''g ❑ rr�d(� F 313 I sff '21 sg vs gg g$ gg gSt 313 gg g 5. 1G € 1G1 tg y s i _€ 11 `�a1 AI I� H --- -- - ;A re arc RI 80' go dna z drc 24 ga� sa 4,2 ga A. ;a ¢IY sa dz ;I C a§. gg ga 4. C2. d`a$ 21 are la a tg, 4 ga 2i 55 z rc w 421n 170.0 820 170.0 435 170.0 744 170.0 478 1 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 1700 621 170,0 1240 170.0 621 148.7 1301 170.0 521 127.5 1331 170.0 521 111.5 1301 170,0 521 W J 2 J LO 48 in 170.0 709 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 691 151.9 1139 170.0 677"135.5 1139 170.3 610 113.8 1139 170.0 680 979 1139 170.0 680 85,4 1139 170.0 680 6.625 in 1790 747 170.0 563 170.0 1356 176.0 637 1 167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 03.0 1032 170.0 755 73.4 1032 170.0 766 2 6 W = - a H 64 In 170.0 797 170.0 612 161.3 907 170.0 691 1382 907 184.7 730 120.9 907 152.5 720 107,5 907 145.0 714 86.6 907 141.1 710 80.6 907 140.0 709 69.1 907 140,0 709 60.5 607 140.0 709 R ? M W 60 In 141.1 735 151.5 625 117.6 735 130.3 611 100.8 735 116.0 599 882 735 106.2 590 78.4 735 99,5 693 70.5 735 95.1 578 58.8 735 81.5 574 50.4 735 91.8 574 44.1 735 81.6 574 H-. 00 0 63 In 121,9 656 130.0 570 101.6 666 111.5 657 87.0 666 99.9 547 76.2 66a 00.1 538 67,7 656 83.9 631 60.9 668 79.8' 526 50.8 666 79.8 521 43.6 668 75.6 521 38.1 668 75,13 521 V 2 (/3 a Z 7 0 r4 681n 105.0 6071124 522 88.3 607 86.7 511 75.7 607 85.0 501 682 607 77.1 493 j 59.9 007 77.5 486 53,0 607 67.6 481 48.2 607 87.4 478 3J.9 607 62.7 474 33.1 807 B2T 474 Z Z OW..Y bV C J 72In 131.6 510 85.8 473 68.0 510 73.0 434(;-.3)510 64.3 426 51.0 510 57.8 410 1 45.4 510 53.3 413 40.8 510 50.0 406 34.0 510 45.9 402 29.2 510 44.4 399 25.5 610 44.3 ,369 INTI w Eg I io 76 in W.4 455 729 400 57.8 450 61.7 392 49.6 458 54.1 385 43.4 458 48.5 378 32.6 458 44.8 373 34.7 459 41.6 368 289 459 37.7 362 249 456 36.0 359 21.7 450 35.7 358 N �1 ,__1 0, '1 r-- 78fi 642 435 87.0 381 53.5 435 56.8 373 45.9 63S 49.8 368 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 3fl1 351 26.8 435 31.4 314 22.9 435 32,fi 341 20.1 435 322 393 CI l- r • I- Z Q N W 80/n 41.8 327 43.1 290 34.8 327 354 285 29.9 327 31.8 200 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19,3 258 _ 3 Z o) z F 0 081n 34.4 287 354 257 25.7 287 29.9 252 24,6 257 26.0 248 21.5 287 23.1 244 19.1 287 20.8 240 17.2 287 19. 237 14.4 287 18.9 232 • a 1- 4O .O u0 1081n 242 227 24.7 205 20.2 227 20.5 201 17,3 227 12.0 198(15.1227 16.0 195 I r- - X 08 en o Ill In 22.3 215 22.7 194 16.6 215 19.1 197 15.8 215 16.6 189 _ _ W 0/ Y Y 120 in 17.6 184 17.9 167 _ _- I - (9 Q x Q O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d" z�O Anchor Capacity Table(Ibs) ANCHOR CAP.,°,,.,,," n n Substrata 2.73 Concrete 3.5k Cana. Hallow COO FIlee MI PT Wood Moto/ .(OP„)X( >=ANCHOR CAP.,® O . 2 g '".M 5'16'Elco 1/4"SS ElOp 511E Elea MO 86 Elan 010 Steel #12 Meal 012 Steel MULLION CAP.,„„,� U F S m g'-]K' Anchor Clip Patterns Anchorrypa 3/76'Elea llltracon 114'Elan Ul0ac9n _ 311EEIcoUlwo4n U4'ElroUltracon AggreCclor mtraeon AgOreGetnr Scnau(G5/Screw 105/ ScreW(Gs) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED Ullman CAPACITY REQUIRED"CORRESPONDING TO AN EdOe Distance(In)'. 1" 2-i/2" 1" 2-77Y 37/13" 1' 2-12' 1' 2-U2' 2' 3-116• Y 0,48' 0.54" 0.324' as complying with the Florida Embedment(In7 1-3/4" 1-3/4" _ 1-3/4' 13/4" T 1-5/8" 1-1/4' 14/4' 1-1/4" 1.1/4' 1-1/4'-__ 2' 5016" 1.3/8" wrles ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2 Anchors @ 4.75"Min.0.0/Standard or Onset Clip(F10.1): 390150 390 bs 450100 893156 1844 Ib9 270150 250 Ns 354160 740160 374160 654190 948Ins 341 10.0 4421t0 060100 OPENING,WHEN ITIS LOWER THAN THE MULLION NOA-No. 17-0630.01 4 Anchors g 1.15°85.O.C./Standard(or Mei)Clip/F19.2): 490160 700 ms NIA NTA ' WA N/A 3E10 lbs WA NIA WA WA WA 682 lbs 88.5156 1120160 CAPACITY(FROM THE TABLE)OF THE SELECTED _Expiration Data 05/26/2021 4 MOMG 3'Min.0.C./(2)205 Angle Clips/(Fig.3J 780 819 780101 660151 1500150 1896159 540 ms 560 IN N/A 760150 748160 860 lbs 1892150 552 lbs 805 Its 0120150 MULLION.IT WILL YIELD A MINIMUM ANCHOR , 2 Arnhem @ 0.45"Mia O.C.15.01p,into.125"Alum.(Fig.41: WA WA N/A NIA WA WA WA NIA WA N/A WA NIA WA WA 715 lbs CAPACITY WHICH MAYBE USED TO QUALIFY By 1 Anchor/FClip FIg.51: 195165 195160 _225160 445190 022150 135150 140166 (77 lEo 370 lbs 187150 332150 473 01s 170100 221 Ws 280150 ADDITIONAL ANCHOR OPTIONS FROM THE Miami-Da roduct Control 2 Anohors®1.15'MIa 0.CJ FCIip(Fla.6): 240 m9 350 W0 WA WA WA WA 190Ihe N/A N/A WA NIA NIA 341 lbs 442169 560150 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: -I 1,000' 1--- • •• • 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. F VA SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11 t l i I I/I r// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,P ,ti'a4NY LYNN//,�� FIGURE 3: - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750"i :'�•.•' L10ENsq'••.NO • • • 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. A No.58705 •P - FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 Z' ANGLE CLIP MUST BE USED IN PAIRS. ? (,/(' - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED j�/ 375, ` �' Z -:• FIGURE 4: FIGURE 5: FIGURE @ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - -L O ' SATE 7 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" � 'n b... e • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT %fis•'•F<OR••- •\�� LEAST.125'THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1°X2.75"X.375•MULUON '�,,5'�lptNAL ti�G��� - THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,i8A S.S.OR 410 S.S. A.'MINI IV11tiLER,P.E. FL P.E.#58705 • • TABLE 4A g Mullion Capacity Tablo pbs7Rz) `� f; 2 Dinning Wrdth(for vertically-spanning(Minns)orOponing Height(for harizartelVspernirg muliors) Y 50 In 601n 701n 601n 001n 100 in 1201n 1401n 160 b Roctenp9lar Trap/Tdang. Rectangular 7mp/T58MT Renengdar TrapIllalg, Rectangular 'Trap/NanaReoengie Tra4JTdm Rectangular T ..__ -_ _.- lip 5 1 x 2.75 x8 8 naWTmns Rectangular T Lne long, Pectmcutar TmooSrig, `Rectangular ular7raaprrrisne- .1550/Uun1. l9aedmg Lead Load I.wdnBI Loadn9 Lowing Loadrg loar8ng Dad ng Loadn9 Loadng Loading Loading Loading LfradnD oaring Waring Loadng ^i, u 2 Tube x x 6 r n I x ' A 5r, g £ 4 f.- x f-, ! .07 x 5. 1 :' ? x ;� 0- Manlan ra II 1 'll; 'IA 1E1 i g 91 i R € ass a � ,, h9 �pI a io 1 kg:j eg a 'tut 111 is: N U V V V U t2 v U U v U U U U U 0 '=4I U 0]v q _ U U �2� 6 � � n@ €p b �e� a e 5 ti15g ra a g c_ Agag c U Ua $ =a 4Y&I= 1 2 . 1 it -U B 0.'A 2a IF H 0 I5a Al S L i s 3U tI � ay2 31 � m -w a� 2rc a� drc so �� a� rc �G $rc s a dU`a� �� a �� ao za d9 sois� 20 a� p W to- 170.0 11702 013 1740 418 170 0.0 868 170.0- 170.0 832 170.0 170.0 HIB 170.0 170-a 1248 1740 -- m 1740 1188 170.0 521 158.7 1820 570,0 521 138,3 1620 170.0 c2 J 4428n 170.0 170.0 170.0 I 170.0 584 170.0 992 170.0 170.0 1133 170.0 170,0 1275 170.0 170.0 1417 170.0 -•� 141.7 1417 170.0 680 121,5 1417 1740 002 106.3 1417 170.0 J Cr) 12 re 50.8231n 170.0 070.0 170,0 170.0 631 170.0 1046 170,0 170,0 1185 170,0 162.6 1368 170,0 1146.3 1286 170.0 121.0 1286 1740 758 104.3 1266 170,0 759 '91,4 1286 110.0 = B = 54111 170.0 9740 170.0 170,0 691 170.0 1116 170.0 150.7 1130 110.0 1338 1130 170.0 120.8 1132 170,0 110D,5 5150 170.0 661 i 68.1 1130 170,0 009 75.3 113D 170.0 rr 11jm a IA 6041 170.0 170.0 1485 181.3 781 1255 875 114.6 1108.8 815 1323 87.6 815 123.9 07.0 BIS 118.5 . 732 915 114.4 715 62.e 815 114,4 713 54.8 815 114.4 ¢ F W Z {{ 63 in 151,8 161.9 126.5 138.8 694 '106,5 030 123.2 •r 84.0 830 1122 814 630 104.0 I1I 75.9 630 BBA 67.3 830 94.5 649 54.2 830 941 649 {7,{ 830 91.1 12 U Q Ta 60N 1321 140.0 • . 119,0 119.8 636 94.3. 757 106.0 .- 6.5 757 96,1 1 '73.4 757 09.1 ..1 i 88,0 757 84.2 1 . 66A 737 79,0 093 472 757 78.2 591 42.3 757 792• Z z d i m = j ®101,7 035 106.8 Dm 00, En 540 ® 00.1 530 D 530 ®®'mmm®i 50.9 636 623 508 .DDD 500 �mm®®.DD®® = $$ O 101, 86.5 671 00.4 498 72.1 571 76.8 463 61.: 571 67.4 479 54.1 571 60.0 471 430 571 55.5 464 .43.2 571 51.9 459 136,$ 571 47,0' 451 30.8 571 44.8 447 37,0 671 44.5 440 y J 7_18 6 ¢Z Q M n 79 In 80.0 342 83A 474 68,7 542 70.8 465 57.1 542 62.1 456 ,60.0 542 55.7 449 1 44.4 542 51,0 442 40.0 512 47.5 437 33.3 542 42.9 429 260 542 40,6 425 25,0 542 40.1 423 0I- M o F. Q Z c.„, r BO In 52.1 407 33.7 387 43.4, 407 45.4 355 372 407 99.8 319 1 32.5 407 36A 343 25,9 407 32.1 338 28.0 407 29.6 334 21.7 407 ffi.1 327 10.0 407 24.1 372 16.3 407 23,0 318 R F 00 i4 50 Z•gyp UD 98111 42.8 358 44.1 320 35.6 358 372 314 70.1 358 32A 309 26.8 356 28.6 304 0 I18 356 26.1 300 21.5 350 N,0 286 17.8 338 21.0 289 15.3 358 192 281 N x p S 108 in 30.1 283 30.8 255 25.1 203 25.9 251 21.5 '283 22.5 247 18.6 283 18,8 244 !18.7 283 18,0 240 15.1 283 16.5 237 n r8 5 N EY n O 1111n 27A 267 20,3 242 231 267 236 23618.8 287 20.8 235 17,3 37 16.3 231 115.4 207 10.5 228 I ® (Ni 120In 22.0 228 72.3 209 10,3 229 99.9 275 15.7 229 16.2 202 I IU X Q . TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: a '- z m 0 ON ! Anchor Capacity Table(Ills) ANCHOR CAP.,,,,,,,,,, ppo. .1 g acb,trate: 2.79 Conan, 3.50 Cmc. Hollow CMU I Riled CMU PT Wood Molal (DP,e)X( )=ANCHOR CAP,.., U 3 g!! �� 5'18"Eko 1/4.55 Elco YM'Elco 114 S9 Eko 610 ele7J 912 5514 011 Sled MULLION CAP.,‘,„,,, b K� Anchor Typo 2010'Elco U18aoon 1N'Elco Macon 3.10'Eke Uneven 114'Eta Wman Anchor cop Patterns Ultmoon AveGator Unmcon Ascre6ator Screw(05)scmw los) sc.,(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED 0/,Dolens 71n5 1' 2.112' I' 2.117 0-113' 1' ) 2-102 1• 2.1/0 ' 7 31/0 2' 0.43' 0,64' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida Embedment On7 1-304' 1314' 1.304' 15/4' 2' 1-1/4' 1-174• 1-174' 1.114' 1.1/4- 1-1/4' 7 1-370' 0ar6' ween ACTUAL PRESSURE REQUIREMENT FOR THE Building Code -2 AM hal g 4.751 Mx O.C./standard or Mel Clip(Fi01): 3a0 the 3908, -0501W 690157 1644150 2/D lbs 280195 354 les- 740les 374les 604 Ins 948 lea 341150 41211 56065 OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 4 Anchors®1.15'Min.0,0.I Standard(or OPod)COp(Fig.27 480150 700 6s N/A 9011 N/A N/A 350 05s NIA NTA WA N/A WA 0621bs65 11201es CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 I An0hsm E Y Min.0.0./(21295 AngieCOps 1(Fig.3): 700 lbs T60 51 500 Ms 1580 6t 10961bs 640 lbs 5401bs WA 760155 740 lbs 080 les 1092150 682169 rl� 1120155 MULLION.IT WILL YIELD A MINIMUM ANCHOR / 1 Amhara 00.45'MIn,O.C./0.019.Into.125'A9m.(Fra.4). WA N/A N/A N/A WA NIA N/A NIA WA NIA N/A ' N/A N/A 715 les CAPACITY WHICH MAY BE USED TO QUALIFY BY 1 Anchors FCip)F5.5): 195 les 195161 225Ins , 445 ms 822154 135150. 140150 17715, 37316, 18711as 332150 473155 170160 221150 205155 ADDITIONAL ANCHOR OPTIONS FROM THE Miami-Da rodent Control ' 2Anchors 01.15'Min,0.01 FCIIp(Fb.6); 240164'3_3506, NIA NIA WA WA 190105 _ N/A N/A WA N/A N/A 341/50 142155 560 lbs ANCHOR CAPACITY TABLE . NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C___.„,,........) ___.- CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, • FIGURE 1: FIGURE 2: TABLE NOTES: �J1 • 0 • 0 --I 1.000" I- 1)SEE SHEET 1-FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ///// 0 • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. %/ 00111111N/4 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 00 \s‘.03\0 LY AM/ ,, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750'i j Ca.'�10ENS ��� • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. i �: =• P 1.,(0�7 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, • j y N0.587'Os ./3 ANGLE CLIP MUST BE USED IN PAIRS. - ' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 7l/r _ *./' • *_ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED . _ FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' A O J 7�� 1••11 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT '�' ((yam: • LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 35CREW THREADS BEYOND 1'X 2.75'X.650'MULLION • " Cis••Ft OR14P•.•' •�� • • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. S Gas J'77 CONAL 1e�,`\ - A.LY(JN MILLER,P.E. FLP,E.#58705 • • • TABLE 5A Mullion Capacity Table Qbs/lEa) me n e = Opening Widlh(for a¢rtica9y-seaming maims)or Opening Height(for lvIizon�I 9panreng mullions) ( 1''l' $a W In J 80 in 70 in 80 in 90In 100 in 120 in tl 140 in 160In Rectanpdar 712p701mg. Rectangular Traprtdang. Red angular TroplTdang. Rec+ung4er 1 TTdan9. Raotangder Trap/Tdmg, "Rectanglnr Trap/Wang. Reclan5uler Trap/Wang. Rectangular TrapTdang. Rectangular Trep/lriang. L o'' 1"x 3.125'"x Loading LoamLoadng Loading Lauding Loading Loaing Lcadn9 Loading Loafing Loadn9 _ Loading Loading Loading Loading Loading Loading Loading nal u Tube ule i '.a r a a ...1 m ..1 ,a I f f 4. % a .k .� v n ,3 a .. r m m- % v.. £ a.. a ., a .a.. ..• .c., x a- LL 3 X; 3 St v g; to �; g t; g 3� s: g g; g g; e •a iia � &� 3 ; I g� �; S �- N u u St v uR u u3- u u u u vv u u3- v u3- u Co O u9 r� u u z3;` u uv u u u u o3- u u '6 V .g c1 eg 50. gf 55 .ig 0A 5g 05 gg . .E g b 5 gg '@ E B E' €g. 0.6 o'C 83 . g 0x8 g IA g`g ng �sg `e IA .off 8>u .§g a m °g', F- E 9 .c�r 1G n C 5 0 3 t l �• Ti a�' 'i�T S A r' i s 1 a' -12 . z yd1 K -- �� d`o: H d`rc ��. 6C �a I°z �o a` Zo d`oc f� d`pc d`e: f� 3-°i fes. d`rcl��. z _ d`_. 5 a`rc 020 rc �o a°Src Se d°`3- �e d`t[ �= d`o: 3- ..p W 42 in 170.0 620 170.0 435 170.0 744 170.0 479 170.0 868 170.0 506 170.0 992 1700 519 170.5 1116 170.0 521 170.0 1240 170.0 521 170.0 1459 170.0 521 1700 1735 170.0 521 154.4 1802 170.0 521 c@r 1 co . 48 In 170.0 708 170.0 524 170.0 850 170.0 584 1700 992 170.0 630 170.0 1133 170,0 661 170,0 1275 170.0 677 170.0 1417 170.0 880 157.7 1577 170.0 680 135.1 1577 170.0 690 118.2 1577 170.0 580 CC CC 7 N 50.62510 170.0 747 170.0 563 1170.0 896 170.0 631 170.0 1046 170.0 684 170.0 7195 170.0 723 1700 1345 170.0 747 170.0 8494 170.0 758 141.7 1495 170.0 756 121.5 1495 170.0 758 100.3 1495 170.0 756 IX 40 U 'o o° F 5411 170.0 797 170.0 512 170,0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 175.0 803 1601 1401 170.0 837 149,5 1401 170.0 859 124.8 1401 170.0 881 106.8 1401 170,0 861 83.4 1401 170.0 861 E m Q CI)m W 80In 170.0 885 1700 701 170.0 1083 170,0 797 156.5 1158 170.0 878 138.7 1155 187.0 025 123.3 1156 150.5 617 111.0 1155 140.7 915 52.5 1158 144.5 903 703 1158 144.5 803 69.4 1158 144.5 903 4 N o Z 63 In 170.0 930 170,0 745 159.8 1049 170,0 850 137,0 1048 155.5 860 119,8 1049 141.7 846 106.5 1049 132.0 836 95.9 1049 121.5 828 78.9 1049 119.3 820 68.5 1049 118,9 819 59.5 1045 118.9 819 U w ' ., Q -E, 'Beln 168.8 855 170.0 789 139.0 -855 151.3 804 119,1 955 133.7 768 1042 955 121.4 775 52.8 955 1128 765 83.4 955 106.4 757 66,5 955 99.8 745 69.6 555 08.7 748 521 555 95.7 748- - Z nWW.g ' 5U . 72n 1206 803 134.9 697 107.0 003 114.9 882 67,9 603 101.1 670 603 803 912 859 71.4 803 832 649 642 803 78.6 642 532 803 ,722 532 459 803 69.8 '528 40.1 603 69.7 627 F- J d 1 pp 30 7e in 1052 721 114.1 628 01.0 721 87.0 615 78.0 721 85.1 605 6,3 721 78,5 565 80.7 721 70.1 586 34.6 725 65,4 579 45.5 721 59.4 589 38.0 721 56.6 594 34.1 721 56.1 593 v1 C ••-1 r- 38 5 _ > r 78 In 101.0 551 105.4 599 94.2 684 59.4 557 72.2 654 78.4 578 63.1 684 704 567 56.1 684 64.4 558 50,5 684 59.9 551 42.5 684 54.1 541 38,1 684 51.3 536 31.6 684 55.6 534 C Z 031nn 85.8 514 67.9 455 54.8 514 57.3 448 47.0 614 50.0 440 41.1 514 44.8 433 36.5 514 40.5 427 32.9 514 37.3 421 274 514 33.0 412 23.5 514 30.4 406 20.8 514 29.0 403 1- < 10 Z W 96In 542 452 55.7 404 45.2 452 47.0 396 38.7 452 40.9 390 33.9 452 38.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 28.8 385 194 452 242 359 16.9 477 22.8 355 a- (I) X i 1°aC. (n in a0 _ 1081n 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.0 357 25.2 308 21.1 357 02.7 323 186 357 20.8 299 152 357 18.0 293 13,6 357 16.2 287 11.8 .357 15,0 283 o WN_ 111 In 35.1 338 35.8 30e 29.2 338 30.1 301 252 338 26,1 266 21.0 338 23.1 292 19.5 338 20.8 258 178 338 19.0 284 54.6 338 18.5 274 12.5 338 14.8 273 118 338 13,6 269 I®l-- c' (0 N 120 In 27.7 289 28.2 263 23.1 289 23.7 259 19.5 289 20.5 258 17.3 269 18.1 252 15.4 289 16.3 249 13.9 289 14.9 246 11.6 285 12.8 24C 9.9 286 11.4 236 8.7 289 10.4 232 S (.1 X Q - CD Qtr z 0 TABLE 5B • ANCHOR CAPACITY ADJUSTMENT FORMULA; nr. a mQ Anchor Capacity Table Obs) ANCHOR CAP.,,,,,,,,, O m-g a ;re mix But4121e, 278 Concrete 350 Cmc. Halow CMO PIIed 0MU P7 Wood Mela (DP„)X( )=ANCHOR CAP.., U F o m a- p-3 '6116t En v4"Se Elco 5"16"Soo 1/4'56 Eco 410 Steel 9125tee1 912 Steel MULLION CAP„,°,,,,"w Andra E/18 5200 ultra on v4"Et.Ugroom "916"Elm Uliaon 1/4•E1no5maeon Anchor Clip Patterns Ulicacon A69mGaor U5racon Aggretrdar Screw(G5)Screw(G5) Strew g35) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED E0Oe Distance 9nl. 1" 2-1/2 V _24/7 3-1/27 1' 24i2 V 24/7 7 3-18" z 0.45' 0.54' 5,32u• CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida EmoeaneAt ri 1314" IS/4° 13/4^ 1.3'4" 2• 1-v4• 1-24' 1414' 1414' 1-1/4- 1-14' _ 7 1.316^ 1366" vanes ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2 Anchors 584.75'MIS 0.0./0I9908m.0t5A CIp(Fl51y 390103 39803- 45055 893104 164455_ 270105 2mi5a 35411 70155 37415s 664 its 6451[6 341100 44294 593 Ito OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 4 Arcea5581.15.Rh 0.0./81nn N 4x OISet)C1p Pig 2y 480155 70093 N/A WA N/A N/A 350148 N/A NIA NIA N/A WA -682155 605 Ito 112000 CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4Anctars583•MIn.0.C.1(2)245 Angle clot/6963): 790 Ins 76093 680153 L1560 RS 1696103_ 54011 560155 N/A 760155 74811 863 Its 189210 682150 88511 1120123 _ MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Artrors 58 0.45'Mln.0.0.111-C117,Inlo.129 Alum.(FI9 4): NIA _ N/A N/A - NIA NIA NIA WA N/A N/A NWA WA WA N/A WA 1073155 CAPACITY WHICH MAY BE USED TO QUALIFY I Anchor/FC6p 9955): 155155 195105 22585 _44590 822145- 19551 140105 - 177153 370167 18711 By 332105 473155 170150 221110 25015s ADDITIONAL ANCHOR OPTIONS FROM THE Mieml-B a Product Control - 2Anchors®1.15'Ian.0.8./FC9p fig 6y 240155 -35011 N/A N/A' N/A N/A 19096 N/A N/A N/A WA WA 341155 442155 560105 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. I-1.000"-I FIG•URE 1: • FIGURE 2: TABLE NOTES: A• ® I)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 0 • 0 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. j `1111.51'1 1 e 4 h,// FIGURE 3: 3.125" ,�\aQNy LYN,y�,,, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. i 4..S:.•• 1.5CENSF••�(/i� • • • •• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. = Q..; ,f15 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 - �414 'T" - - ' * CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED 1 `13 - • 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° '73 6 •0' VX3.125"X.5'MULLION -0 - SATE ��'• -: THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT %.(5'-- .*.f.9:-.- • !V` • 0 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ..(1"VF MULLION) '',e‘19, "•.�G OR[OP,.•'• �� - - • e - e . THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ��'/ONAL EN-?•� A."LVNI111MILISt c,P.E. • FL P.E.#58705 i TABLE 613 ®hr Mullion Capacity Table(Mae) h� § Opening Width(forverticalty-spanning M1.1010119)or Opening Height(tor hodzontally-spamlirlg 14911018) ( g " . 504, 6010 70 in co In 901n 1004, 1201n 140 in 1600 $111'! 6O Rectangular Trap/Trianp. Rectangular Trap/Tden9. Rectangular Trap/Mang Rectangular Rectmgder Trap/T ong. ReelangUar lSaprfleng, Rectangular Trap/Thong. Rectangular TrepRdeng. Rectangular Trep/Tlnng. L Fy m 1x45.125 Loafing Loading Loading Loodn9 Loading Loaning Loading Loading Loafing Loafing Loodng Loading Loaning Lw0Sng Loading Ludes Loafing oZ�• U A um-Tube p L D 4' A D f P e L .F L i-_ e z. D LL Mullion o .. .. �- $ .,. m .� s� s -6 6 ag -. ut - af g f g of i @ g g� ^ i f �, g $ g 3 $ 3 u"a �i �i u G 8 d (� 3 r�s c5 If cg s ' 5 6 0 9 0 g 9 43 13 3 r� y q sg se g IA s" IA Eg I. s ' 0h gg e. gg 77. Eg .6 gg 5.5 IA ; h. as gg 6.a _gg sg A. Eg to _g ls. 0 S `1tt gl s1 to 5� a 4a . 3a 2- $ s ti 1 s� 2 Is 31 11 1 `� a 11 t$ 1a I� o . W. e t r a � tos NaE� dprc s da s� ao Effi $ s� ¢ �� ¢ s� 3 �� � c did s� arc s� arc z �m ._ .__.. .._._.. t'a K f c 4 K 4 a' 5 42 in 170.0 520 170.0 435 170,0 744 170.0 478 170.0 860 170.0 506 170.0 991 170,0 519 170.0 1116 170.0 621 170.0 1240 170.0 521;170,0 1488 170.0 521 14513 1469 170.0 521 127.6 1439 1760 621 W _O 40 Z 45 in 170.0 708 170.0 524 170.5 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 170.0 680 130.3 1303 170.0 650 111.7 1303 170.0 690 97.7 1303 170.0 680 K V) 50.625 in 170.0 747 170.0 563 170.0 896 170.5 631 170.0 1046 170.0 604 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170,0 756 97.0 1276 170.0 756 N- CC- _ o F- 5454 1n 170.0 797 170.0 612 170.0 956 170.0 591 170.0 1116 170.0 754 194.4 1158 170.0 803 1372 1150 170.0 837 123.6 1158 170.5 856 102.9 1159 1700 881 88,2 1158 170.0 081 77.2 1168 170.0 001 • K m Q'- . 00 60111 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 7042 161.1 832 125.4 7012 146.7 815 1112 1042 136.8 801 100.0 1042 130.2 791 i 03.4 1042 125.1 782 71,5 1042 125.1 782 625 1042 125.1 782 1. co 83111 170.0 830 1700 745 1512 092 163.6 618 129.5 092 144.4 708 113.4 592 131.0 702 100.8 992 121.4 768 00.7 992 143.8 750 75.8 002 108.4 745 01.0 992 108.0 744 66.7 992 1060 744 - Li D Z E 681n 185.4 947 170.0 769 137.6 947 148,0 780 110.1 947 130.3 760 103.4 947 117.7 752 81.9 847 108.7 730 82.7 947 102.2 727 88.9 947 95.1 713 541 '947 84.0 711 51.7 947 94.0 711 5 Z V)p m ' Z m72 in 135.9 849 142.7 737 1132 849 121.6 722 97.0 849 1080 70B 84.9 049 96.4 698 76.6 549 08.7 666 67.9 849. 02.7 675 66.6 849' 75.3 659 48.5 849 72.5 652 42.6 849 72.4 651 W LU f 'S .20 761n 116.5 752 120.7 665 96.3 762 1028 652 825 762 90.0 640 72.2 762 00.9 625 64.2 762 74.2 6-10 57.0 762 692 613 48.1 762 62.0 602 41.3 762 69.9 597 20.1 7R 59.4 595 11-- J 4.0CL >v ..Z S < - • 7815 106.9 724 111.4 634 89.0 724 94.6 621 76.3 724 82.9 609 66.8 724 74.4 599I 59.4 724 68,1 591 53.4 724 63.6 503 4.4.5 724 67.3 573 38.2 724 54.3 007 33.4 724 53.5 565 c2 I- J r- Q m 6- E0 E0In 69.6 843 71.0 453 580 643 60.7 474 49.7 543 52.9 456 43,5 643 47.1 458 39.6 543 42.8 452 34.8 543 39,5 446 29.0 543 34.9 435 24.0 543 321 430 21.7 543 30.7 426 F ZQ Z N 00In 67,3 478 58.9 427 47.8 478 49,7 416 40.9 478 43.2 412 35,8 470 38.5 406 31.0 478 34.8 400 28,7 470 32.0 395 n 23,9 478 03.1 386 20.5 478 25.0 380 1713 478 24.2 376 a I- 0 6 a0.0 722 108 in 40.3 377 41.1 341 33.6 377 34.6 335 28.8 377 30.0 330 25.2 377 26.6 325 224 377 24.0 321 20.1 377 22.0 317 1 16.8 377 19.5 310 14.4 377 17.1 304 '5 0 •5 111 In 37.1 357 37.0 323 30.9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 294 0 LU a �, Y 1201n 29.3 356 29.8 279 2413 300 20.1 274 21.0 308 21.7 270 18.3 306 192 267 16.3 306 17.3 263 1441n 17.9 212 17.2 196 - 17 0.c a- z m 53 53 TABLE 65 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 2$ t4 O 60 Anchor Capacity Table IMO ANCHOR CAP.r,o",,,,� U r y �`',',Ce substrate: 2.76 Concrete 3.5(Canc. Nollnx CMU Filled CMU PT Wood Metal (OP,,,)X( )=ANCHOR CAP. 918'Er 114.55 Eke 5110'Boo 1/4"00 Elan 890 Steel #12 Steel 9/2 Steel MULLION CAP.,,,,,,,„, PRODUCT REVISED Anchor Clip Patterns Anchor Type: 3/151 Elm/UO2can 114'Eico Ulnacm 3/161 Elco llXraamn V4'Eho UlDacen ( I as complying with the Florida Uluaean ApOaGebr Uhepan A99reGatw Sow/G5)screw os) screw(Gs) 'USE THIS FORMULA TO OBTAIN THE"ANCHOR g Edge Dlslenee(m7 1' 2-1/2' 1' 2-12' 2.116' 1' 2.12' 1" 2-12' 2' 3.1/6' 2' 0,48" 054' 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN Building Corte Embedment MY 1-3/4' 1.314' 1-3/4" 1-314' 2 1-1/4" 1-1/4" 1.1/4' 1-1/4" 1-1/4" 1-114" 2" 1.3/81 Idle' varies ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 Anchors 93 4.75'Min.0.0,1 Standard or Offset C9p(Fig.1822 190 lbs 390Ibs450 me 090 lbs 1644 lbs 272 lbs 280 ms 354 lbs 740 lbs 374120 654 lbs 946 ms 341 lbs 442186 562 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4Anohors @ 2.25'MIn.O.C./Standard(or Offset)Clip(FIg.37 780 Ns 700169 - 580 Ns 1410169 952155 N/A 560 les N/A 630 lbs WA 850 lbs WA 682 lbs 88516, 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anchors @1.15•Mtn.0.C.I Standard(or Offset)Clip(Fig.42 55084 14001b N/A WA N/A N/A 750 lbs WA WA WA WA WA 1363/Ds Ina ID4' 224069 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Anclnrs B 3"MIn.O.C./R12x5 Angle CIIpn/(Fig.52 78064 750 One 680 2s 1560/be 1896 Ms 510 Os 560 les N/A 765109` 746156 8801be 1842 lbs 662 lbs 555 Its 1120 60 CAPACITY WHICH MAY BE USED TO QUALIFY Miam D e Product Control- _ 5M hare a 3"Min.0.C./2)2:2m910❑841(Fo.67. 1179lbs 1170165 1020 ros 2340160 2844 ms 810 lbs 840166 N/A 11401bs 1122 lbs 1320159 2839 les 1022169 1327109 1650 Fos ADDITIONAL ANCHOR OPTIONS FROM THE 4 Ambers B 0.45"MR.O.C.1 Chip,Into.125'Alum.(Fig.77 WA N/A N/A WA - N/A N/A WA WA WA N/A N/A N/A N/A NIA 1430 lbs ANCHOR CAPACITY TABLE. 2 Anchor.02,25"M10.O.C.I F-CIip(110.82 350 lbs 3508m 28069 705 Os 476Ibe N/A 280 lbs N/A 315 Ms NIA 44069 N/A 341 Its 442 Ito 56016s , 4 Anchor.@ 1.15"V14.0.C.1 F-Sle(F15.5): 400 lbs 700 lbs WA NIA N/A WA 380 lbs N/A WA _ WA N/A N/A 682 lbs 855169 1120 lbs NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --1 1.000" I-- • 1, 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 FOR INFORMATION ON LOADING.SEE • • • • • • • • • ( • • ' • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i i `�,s„,2222,„,. L.YN 7� 1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 0 r ;�a • IGEN �C • G • 1.N.•' , SF �o 4.000" R'1' '.•� • • 4 • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23,HOLES i No.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW f Z T'f: ' 11.. FIGURES: FIGURE B: • FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _� • I • • ° 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED i I - C ;•[(/z- • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED YELLOW i j .125" ANT''. S•42_r.%_____ ATE FFFF ; [r/` SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND HE A MINIMUM OF.125'THICK.STEEL j.��� ''.',ct_OR(OA,•-' \?s __ _ • ° • STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.1250 THICK �' '',SiSJ "1- NG\` ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 8 A. SNA)-ar 1�`. --.- #12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. 1'MUL X'125" A.L�MNIMILLYFst,P.E. MULLION FL P.E.#58705 TABLE 7A ® H ss Mullion Capacity Table(Ibslfte) . on' G Yb Opening Width(for vertically-spanning mullions)or Opening Height(for harizontallyspannhg mullions) ( . b g 50In SO In TO in 801n 9D In 1001n 120 In . 140 in 3 16019 .V Eli p 104X.375 Rectangular Trap/Mang. Rectangular RapiTdang. Rectangular Trap/Meng. Rectangular T1ep/10ang. Rectangular Trop/Triarg. Rectangular rmpjTdarg. Rectangular Map/Mang. Rectangular Trap/Tlinna. Rectangular TmdTrieng• E+�5i Leasing Laming Loading LOadng lowing Loading Leafing Loading Loading Loadn9 Lcedng Laadng Loans Loafing Loafing Loading Loafing Loading P. ` Alum.Tube &".1.- f r ^ a e L• . e 1_ e r e e_ e a e' a•_ e n t_ 2• r r a a a a a_ d f r r a e. u. Mullion Z a .a s. a s2 r 2. 2 �. $ "� € gag g r lag N € 4 _€ s &g s �g g gE a t 41 ®' �i s 41�� s 65 5& ag a s a_ a G �- CO 11-mom I- g LI 1. 5 3 Y 'S �S I g 8 9 y 9 25" y y5" y s5" �' NE IgG �� pa -g 2� 'g. �� -r¢ W ._..__ _ ... s=. a`.¢� ��. ¢ d`rc �� 0r2 �e d`rc sc ¢ E d s d` - ¢`1,z 3 s� 3 �_• d`¢ S=. $¢ sr, day Via, �_. ¢`rc c' _ Z 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 865 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 1705 621 170.0 1736 170.0 521 170.0 1983 170.0 521 00 O s 48 In 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 530 170.0 1133 170.0 681 170,0 1275 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 680 170.0 1983 170.0 880 151.8 2024 170.0 680 60C() 50,625 in 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1096 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1783 170.0 756 158.0 1919 170.0 756 136.5 1919 170.0 756 1- 2 CL-. F 54 In 170.0 797 170.0 612 1703) 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170,0 1434 170.0 1337 170.0 1594 170.0 856 1509 1799 170.0 861 137.1 1799 170.0 591 1250 1799 170.0 881 E m 0/3 Cl 60 In 170.0 805 170.0 701 170.0 1063 170.0 767 170.0 1240 170.0 078 170.0 1417 170.0 944 170,0 1594 170.8 996 155.5 1619 170.0 1033 129.6 1619 170.0 1083 111.0 1619 170.0 1063 97.2 1818 170.0 1063 10 w 5311, 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 540 170.0 1468 170.0 1016 156.7 1642 170.0 1076 141.0 1642 170.5 1122 117.5 1542 166.5 1150 100.7 1542 167.9 1157 88.1 1542 167.9 1157 U 22 z 7 CO 1, m 2 6.a in 170.0 674 170,0 789 170.0 1169 170.0 003 170.0 1264 170.0 1002 160.6 1472 170.0 1088 142.8 1472 160.5 1148 120.5 1472 158.5 1130 107.1 1472 147.8 1108 51.8 1472 140.0 1104 80.3 1472 146.0 1104 z z V n 8 2 CJ g 72 In 170.0 1063 170.0 878 170.0 1275 170.0 1003. 152.8 1320 166.2 1101 1320 1320 149.9 1042 117.3 1320 137.6 1868 105.6 1320 128.6 1045 88.0 1320 117.0 1024 75,4 1320 112.8 1013 66.0 1320 1125 1012 In 2 LLI i '80• C n LL > _ Tfi In 470.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1164 139.8 954 112.2 1184 125.7 978 99.7 1104 115.3 964 89.8 1184 107.5 952 74.6 1184 197.6 935 64.1 1184 93.1 927 68.1 1184 92.3 025 Ig 117❑ > J 2 7B In 166.1 1124 170.0 067 138.4 1124 147.0 965 118.6 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 109.5 915 53.0 1124 88.5 9W 692 1124 89.0 880 59.3 1124 84.3 851 51.9 1124 83.2 070 H -7 90in 108.1 544 111.5 750 90.1 844 94.3 736 77.2 844 82.1 724 67.5 844 72.3 712 60.1 844 68.5 702 54.0 844 61.4 693 45,0 844 54.2 678 38.6 844 50.0 668 33.8 844 47.7 662 2 Z = Q N _ _ _ F Q 2 Z m cO 86 In 89.1 742 91.5 663 74.2 742 77.2 652 63,6 742 07.2 641 55.7 742 59.5 631 49.5 742 54.1 622 44.5 742 49,8 614 37.1 742 43.5 600 31.8 742 39.8 590 27.8 742 37,6 654 a Cl) n 8 5O CAC' 108 in 62.6 585 63.9 530 52.1 585 53.8 521 44.7 588 48.6 513 39.1 686 41.4 505 34.8 588 -37.3 498 31.3 586 342 492 28.1 508 29.6 481 22.3 588 26.6 472 19.5 686 24,7 466 < M 19 0 G 111 In 57.6 555 55.8 503 48.0 555 49.5 495 41.2 555 42.9 487 36,0 655 38.0 480 32.0 655 34.2 473 28.6 555 31.3 457 24.0 555 27.1 457 20.6 555 24.3 448 18.0 555 22.4 442 N x Y Y o co 120 In 45.6 475 46.4 433 38.0 475 39.0 428 32.6 475 33.7 420 28.5 475 29.8 414 25.3 475 26.5 409 228 475 24.5 404 10.0 475 21.1 395 163 475 18.7 387 14.3 475 17.2 391 ® V' 1441n 25.4 330 26.7 305 22.0 330 22.4 301 18.9 330 19.3 297 16.5 330 17.0 293 03 U s- ° C) ae ZZ Ogo go TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: a e m0 x0 O 5 g `s FE mQ. Anchor Capacity Table(Ibs) O $ >° ANCHOR CAP.,,o,,,,,, F, g a o-3,i-) Substrate: 2.7k Concrete 3.5k Can. Hollow CMU Filed CMU PT Woad Metal (DP,®)X( )=ANCHOR CAP.,,, 0/18"Ek01/4'SS Elm 5/15.Elco 1/4'SS 6105 010 Steel 612 Steel 012 Sleet MULLION CAP.,,,,,,,,,r PRODUCT REVISED Anchor Clip Patterns AnchorType: 33)6°Elao Ultraaon 1!a'6100 Ulireem 31(5'Dao Ulkawn 1/4"Eko I.0/80an ( ) as complyingwith the Florida Ulbecon Agpre6amr Macon AOOreOa@r Screw(GS)screw Cu Sclew(051 USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Malanac M0 1" 2-172' 1' 2-112' 3.178" 1' 2-12" 1' 2.172" 2' 3-1/8' 2" 0.45" 0.54" 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN BuildinCode Embedment BnO 1.3/4" 1.34' 13/4" _ 1-3/4" 2' 1.5/4" 1-1/4" 1.1/4" 14/4" 1.1/4' 1-t/4' 2" 13/5' 1-3/8" series ACTUAL PRESSURE REQUIREMENT FOR THE NDA-No. 17-0630.01 2 Anchors 49 4.75 Min.O.C./Standard or O9sel Clip(Fig.1520 390160 390160 452 10890165 1644 Ibex 27010 28019+ 354 @s 740105 3741@5 664 Ih 940160 391 lbs 442 Ma 560 Its OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Dafe 05(26/2021 4 Anchors 61 2.25"Min.O.C./Standard(or 011401)Clip(Fig.34 TOO lbs 700105 Sea 10 14101b 952109 - WA 56g lbs N/A 630 @s WA SBO Ihs WA sag lbs 885 Ins 1130 @s CAPACITY(FROM THE TABLE)OF THE SELECTED O Anchors 69 1.15"Min.O.C./Standard(or C5se0 Clip Fig.46 ego lea 1400155 _ N/A WA NIA WA 760155 WA . WA WA NIA WA 13631@5 1778 Ibs 2240 yrs MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 Amber.®3"IArt O.C./P)235 Angle pips I(Fig.50 780 lbs 780199 660 @e 1900165 1888 Lha 340 @a 560160 N/A 7601@5 7451W 660 10 18921@5 682100 885165 1120 @s CAPACITY WHICH MAY 8E USED TO QUALIFY Morn a Product Control 6 Anchors®3"Min.D.C./R)las Angie alga I(F10.04 11701M _1170 @s_ 1820 166 23340105 2844 @! 810 @s 840 Is OVA 114010 1122 hs 132010 2538105 1022 1@8 1327105 1660 Iba ADDITIONAL ANCHOR OPTIONS FROM THE 4 manors 03 0.45"4119.0.6,1 U-CIp,Into.125.Alum.(115.70 N/A WA N/A WA WA WA WA WA WA N/A NIA WA N/A N/A 1430 lbs ANCHOR CAPACITY TABLE. 2 Anchors 19225"Min.O,C/F.CIIp(Mg.8): 3501@5 350 165 _ 290 @s 705 10 476 @a WA 280 in WA 315 @e WA 440165 N/A 34110s 442its 560 Ms 4 Anchors 5 1.15'Min.0,C/1COp(FIS.90 450100 700 Ms NIA WA WA WA 3801be N/A N/A N/A N/A WA 682105 885 it 1120169 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. -1 1.052" r-- --I 1.002° h- TABLE NOTES: i 4 f�"<, 1)SEE SHEETS FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION / !I FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: / • • • • • • • • • ON LOADING.SEE SHEETS 214 FOR GENERAL INSTALLATION METHODS. 111"r'I I D . • % J .00"5""1,„ 4_ //// i. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE. i i s s'ao...LYN '1.... 74,, / i \ •10EN F•/ i • • • • • • • . • • 3)MULLK)N AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE % 0 �,• 6 l SHEETS 27.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" i r, 4.000" �'• N0.58705 •�� SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i i = i i i _ *- FIGURE 5: FIGURE 6: FIGUREo7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND =. a�/ • • • o GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-SO.WOOD SHALL BE / ! •• _ PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE % i S - SCE- • • • • i i��••.. S ATE F :•�� • • 6083-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" 7 _ '••�ORIDI*.•-'• THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS �j""""'-F5" """"' 373 //ss/ •• `'," ANGLE CLIP(FIGURES 506)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1"X 4°X.375' 1 1°X 4'X.3751J ///ONAL w,- ANCHORS INTO WOOD MAY BE STEEL,16-8 S.S.OR 410 S.S. "V-MULLION MULLION A LYNN 6.8 5 70 P.E. FL P.E.#58705 • TABLE 8A a t^ k' Mullion Mullion Capacity Table(Ib6Ht7) / . 4,8 Opening Width(far v6Nralp-Spanning muliiolls)or Opening Height(for hod7Dr11Any-Seeming mullions) ( � g 501, 60 in NIn 80 In 9044 10044 1201, I 11044 _ 1601, L C m LLo 129"% Rectenpdar Trap/Mang. Rectangular. TrapOrian9. Rechngular Tn./Mang. , Rectangular Trap/Diana. Rectangular Trap/tnang. Relangular Trap/111.0. r Rectangular Trap/Mang. Rectangular TrapR g. Rectangular Tmpr7dm0• 5E Lcadng Laadn9 Loading L0adn9 Loading Loa40g Loafing Lowing loafing Loading Loafing L loading Loedng 10841 2 Leading L 0018 Loafing Loadlrg syt .26580 m P 4. A. £ �• s .+u• :E' z' 3' A .S .S A .E 4' a k' A 'A . A . .A a 27 ,�• A .A •- a P. . Tube Mug kg i t;g a RI t II a IA X rg k a.1 a kg I ala ag a as B. as I �a gga a Ka K� kg 10 0 8` a a" 8 3 8 8m18 a f 3 a �r 8 d a 3; 8 3a@ d IIa 8 3�.. 6 8, a 07 8 a" 8 8� a S�7 a u Eg es 6g 8x s¢• e1 sg Is 8g Sp 81 6p 85 sf 6` es sg .a E 8a sE 6a 5 ' A` g£ R.. �g 8. sg s-Iso Ix sg aL le a { 5� = 'It 5� a 5� �' 5 5 =jj5 7 .S 9 `� s d :� $3 ° z ed �1 dna" a1 1 ,2 1a 21 :11 i 'rc ga L2 a1 arc 2a .rc 2$ 1a 2a 4a o 11 20 1rc fa 4 1 1 a 1G a 4& Ea 1rc Z w - a� a ��. �a s w O = 42'5, 170.0 620 170.0 435 j 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1110 170.0 521 170.0 1245 1700 521 170.0 1480 170.0 521 170.0 1735 170.0 521 151.6 1769 170.0 521 9,, J CO 48 In 170.0 708 170.0 624 170.0 050 170.0 584 170.0 992 170.0 630 170.0 103 170.0 661 170.0 12/5 170.0 677 170.0 1417 170.0 600 1154.8 1548 170.0 680 132.7 1548 170.0 680 116.1 1548 170.0 680 C J CD 0r Ifil 50.625in 170.0 747 170.0 681 170.0 896 ]700 W 611 170.0 16 170.0 806 170.0 1195 170.0 723 170.0 1345 170.0 747 161.0 1468 1700 756 i 1392 1468 170.0 756 119.3 1168 170.0 766 104.4 1468 170.0 758 z -3 o I cJ W 0 5410 170.0 797 1790 612 - • 170.0 691 170.0 ' - '• 1275 170.0 9433 163.1 1376 170.0 037 148.8 1376 170.0 856 1122.3 1378 170.0 861 104.8 1376 170.0 857 91.7 1370 170.0 681 lL• co 1n 0 O) I a H W ° 0 6310 170.0 885 170.0 701 170.0 1063 170.0 797 155.8 1158 170.0 8. 139.0 1158 187.4 930 1228 1158 156.0 919 1112 1150 159.0 812 927 1168 144.8 005 79.4 1156 144.8 905 69.5 1158 144.8 905 631n 170.0 930 172.0 745 1180.1 1051 170.0 850 137.2 1051 155.9 852 120.1 1051 142.0 848 108.7 1051 132.3 837 98.1 1051 125.7 830 80.1 1051 119.5 622 160.6 1051 119.1 821 60.0 1051 119,1 B21 CILG • Z t I 681, 167.1 957 170,0 789 139.3 957 151.8 405 118.6 957 1M.0 790 104.1 957 121.6 777 82.6 957 112.6 767 83.6 057 108.6 759 169.6 957 100.0 750 68.7 857 88.9 749 52.2 057 98,8 748 - Z -1 m 0 eX l72 In 128.7 804 135.2 698 1107.3 604 115.2 664 01.9 804 101.3 671 80.4 634 91.4 660 53.8 804 723 633 46.0 004 65.9 629 40.2 804 69.8 828 W 2 Df 1 10E 761, 109.4 122 114.4 630 91.2 722 972 618 78.2 722 85.3 606 66.4 722 76,7 596 .,: 1 ., 8, - 45.8 722 68.5 570 39.1 722 56.7 555 34.2 722 682 064 1- _1 .--& rcn i 78 In 101.2 055 105.8 600 .84,4 685 89.6 508 723 685 78.5 577 63.3 685 70.5 588 562 685 64.5 560 50.6 665 60.1 553 142.2 605 64.3 643 36.2 685 51.4 637 SII 31.6 665 50.7 535 so In 64.9 519 88.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 615 41.7 434 36.6 515 40.6 426 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 515 29.1 454 I-- QX Z W X Z ZN 96 In 54.3 453 55.8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.9 453 36.4 385 002 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19.4 453 24.3 380 17.0 453 22,9 356 O I- CO U °0 8. CO W B mC400 • 1001, 38.1 358 39.0 323 31.8 356 72.6 718 27.2 358 28.4 313 23.8 758 251 306 212 356 22.7 304 19.1 358 20.0 300 75.9 358 18.0 293 I n 1n MN _ _ 1111, 35.1 338 35.8 306 20.3 338 30.1 301 25.1 378 26.1 297 220 338 23.2 293 19.5 338 20.9 289 17.6 338 19.1 285 '-1 w CC X - 1' 1201n 27.6 290 28.3 264 i 23.2 290 23.8 260 19.9 290 20.6 254 17.4 290 182 253 ;15.4 290 15.4 249 03 U) 1441n 18.1 201 183 186 1 C a=r Z..(n [n >O TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: y Anchor Capacity Table libel ANCHOR CAP.,„,,,,„,„„, O Flo"' m g�a-) Substrata 276 Comm. 351 COW. Rdlavr CNU FTIe05510 PT Woad Mda (OP,m)X( )=ANCHOR CAP.,,a Y107620 1/4°SS Elea 526•Elco 1/4153 Ono 510Sled #1258ew 4105426 MULLIONCAP.,,,,,,,p, PRODUCT REVISED Anchor T7pe 3176'Elco5056 of tie El.USac0n 3'16.6080 :rx1n 1/41E6o874con AnehorClIp Patl9ms unracon AggreGator Lsmcm ArpmGarr Screw(cd)screw(G5) Scree(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Edge Distance 00 r 2.1(7 1' 2-447 3.1re• r 24/2 11 2-1(7 7 3-115' 2' 0,481 0541 0.204• CAPACITY REQUIRED"CORRESPONDING TO AN Building Code _ Emcednentpn 1314• 13/4• 13/4' 73Y 21 1-SW 1-1/4- 1-1141 1-841 1-1/A° 1-11' - 7 1-181 1ar6' vies ACTUAL PRESSURE REQUIREMENT FOR THE MOA-No. 17-0630.01 _2Anchors 434.70'MIA O.C./St01853 a Mel flip FIg 17 3902!6 3901[4 450199 690106 1644 its 27080 380 Its3541as 740105 374105 661 Its 04696 34153 4421. 560 Ms OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4/8105011431.15"M2.0.2/5026080(cr MO Cop(Fig 21 450105 707105 N/A N/A 5/A N/A 360 Cs NIA WA NIA WA WA 652191 8851. 1121 I. CAPACITY(FROM THE TABLE)OF THE SELECTED / 4AncrersEY min.C.c./(42c5AngIeC6ps/gig 37 7601. 783 lbs 6805 .0 156011896.5 5401. 59326 RIA 7601920 748100 883015 65 8 1892216 8609 5115 7120MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 Anchors 616 0.451 9In.0.C./0C11p,Into.125'Alum.(Fig 4) N/A WA N/A NIA WA N/A WA NIA NIA NIA WA WA N/A WA 1430 L06 CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Dad roduct Control _ 1 Arcrorr FCBp 09057 19505 10515 2151. 445 I._ 82210 135 Nn 140 Its 1771. 37016 18750 3321. 47326 17019 221106 280 Pr ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 49 1.15'MIn a C)FCllp egg Sr 240 18 35013 NIA WA NIA N/A 16016 NIA NIA nU WA WA 34132 442 96 560 55 ANCHOR CAPACITY TABLE • NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. • • FIGURE 1: FIGURE2: TABLE NOTES: F-1250"--I - O CO 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION / 1 ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11(11 I 1111//r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 'o.'aassY LYir,V ,,, FIGURE 3: 3.188' e c :�� 1.ICENSF '(� i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE P;' •;Cn� CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ; •,* NO 58705 ® ® o • BE USED SHOWN ON SHEETS 21-23•FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -2205° - �. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND f % 1"` �2 Z :t GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL AI 'Q ATE T `c,•::: FIGURE 4: FIGURE 5: FIGURE 6: .(3 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �/ ® 6063-T5 AND BE A MINIMUM OF.125"THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,,FC(+.'�<ORiOA•,-',, , 7 .045°THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL .25°X 3.188°x 285•MULLION '////‘9/0/V- isNAL/0 " EN\N'` • - • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-1/4'VF MULLION) r,r7717 4L` •� • #10 S#12 ANCHORS INTO WOOD MAY BE STEEL,18-B S.5,OR 410 ES. A.LYNN MILLER,P.E. 0 FL P.E.#58705 • FABLE 9A • ®0.p� '' Mullion Capacity Table(Ibelitt) � m Opening Width(for 7r9Ngalydpanning mullions)or Opening Height(for horiscnta67-sparuing mullions) "L'l $$7 1" 69 601" 701n 00 fn 90 In 100 In 1291n 1401" 16078 2K i O 1.2602.25 Rectangular TrepRdang. Rectangular Tmp7Tdeng. Rectangular hop/Timm. Rn8lengular Top/Tdeng Reotangutar TmpiTdang. Rectangular Trapndnng. Rectangular Trap/1Heng. Realen9ular TrapRrlang Reelan5uisr Tnpmiang. Cim g§.7 Loading Loading Lowing Loa4rp Loading Loading Loadb9 Loading Lamming Loading Loadl,o L0edIs0 L8601n8 lwdIng Loading Loading Loading Loading oY ,, 5.100 Alum.Tube _ _ g_ L F d A._ Z• F _ b' _ F F_ _ k' 2• 2: .5 _ ?.' Mullion 6 g` g II Igg gag dao 8 81g Al$ Al g 1g 611 dAg ig gra tl til t3 PI ga8f .1� LL 6 6 'pp��r 6'� .TS�ir 6 yg�3 5 1�} � $1 ( 5 T{gtt S7iI 6 Fp ._� T5(ir 6 pq .5 II 6 y�§.TS§!} .0 .5 '60 6 11 R' 6 jpi'§p$ 1•t° U a d8 35 8 s 4I E d i d@ z E 3 2 d i d i d f 3d 2@ i 2 f d8 i d8 O (n .EM6 i`- ��� W - -- '42 In 170.0 620 170.0 435 770.0 744 170.0 670 170.0 880 170.0 508 170.0 982 1750 519 170.0 1118 170.0 521 153.3 1118 170.0 521 127,7 1118 170.0 821 109.5 1118 170.0 621 95.0 1118 170.0 521 0 W7 48 In 170.0 708 170.0 524 170.0 850 170.0 086 167.6 878 110.0 630 146.7 878 170.0 881 130.4 978 170.0 877 117.3 076 170.0 6B0 97,8 978 770.0 660 03.8 978 170.0 800 733 978 170.0 880 K _ 50.52561 170.0 747 170.0 503 170.0 898 170,0 631 150.7 927 170.0 889 131.9 927 7885 708 117.2 e77 159.1 699 105.5 927 1563 698 87.9 527 158,3 895 75,4 927 158.3 995 65.9 927 1563 695 r5 2 661n 170.0 797 170.0 812 164.5 089 1750 691 132.5 889 153.8 683 115.9 989 141,8 089 103.0 969 134.0 883 92.7 880 1298 654 77.3 860 128.8 652 65.2 860 128.9 052 57.9 868 1288 652 6 lL( -, I' WI In 143.2 746 153.8 934 119.4 740 132.3 820 102.3 740 117.8 805 89.5 748 107.8 599 79.8 746 101.0 582 71,6 746 98.8 587 80.7 748 93.3 583 51.2 748 93.3 583 44.9 748 933 593 Fe m p°7 ° P cn m W 0381 123.7 677 132.2 579 103.1 877 _113.2 508 09.4 877 100.4 655 77.3 677 91.4 648 98.7 077 85.2 639 61.8 877 81.0 634 51.9 677 77.0 529 44,2 877 78.7 529 30.7 677 78.7 529 1- W (0 • 6851 107.8 817 114.1 830 89.7 817 07.8 519 170.9 617 863 809 87.3 617 78.3 600 59.8 617 72.6 994 69.8 617 68.7 489 44.8 617 64.4 493 38.4 617 63.7 482 336 017 63.7 452 M '4 72 91 82.9 518 87.1 450 69.1 518 74.2 440 169.2 518 96.2 432 51.6 516 58.8 425 A6.1 518 54.2 419 41.4 618 50.7 414 34.5 518 48.8 408 20.9 518 45.0 405 25.8 018 45.0 405 Z 6f)C m o - gi J q iU E3 76 in 70.5 465 73.7 406 587 466 828 398 50.3 485 54.9 '390 44,1 485 49.4 384 39.2 465. 40.3 378 35.2 405 422 374 284 465_ 383 387 25,2- 465 365 384 220 465 382 353 W -1 Z 5 ('n g 78 a 65.2 441 889 387 54.3 441 573 379 48.6 441 508 372 40.8 441 46.4 386 382 441 41.6 360 82.8 441 38.7 356 27.2 441 34.9 349 23.3 441 33.1 348 20.4 441 32.7 345 N -=j 2 a 53 ¢Z 80 N 42.4 332 43.8 295 36.4 332 37.0 289 30.9 932 323 284 28.5 332 28.0 200 23.6 332 26.1 276 21.2 332 24.1 272'17.7 332 21.3 288 18.2 332 19.6 262 13.3 332 167 290 2 r{`La.,� 0 s{- sn-- 981n 35.0 281 35.9 260 281 291 30.3 258 25.0 291 20.4 252 21.8 281 23.5 240 18.4 291 21.3 244 77.5 281 19.5 241 14.0 291 17.1 238 125 291 16.8 232 S C ' Q` C) Q) 108 5 24.8 230 25.1 205 20.6 230 21.1 205 17.5 230 18.3 201 15.4 230 16.2 198 _ R ~QQ• QF- x y291 _OD ID_� 111 h 22.8 218 23.1 197 189 218 19A 194 16.2 218 166 191 74.1 218 149 168 N Ji v 720 N 17.8 187 182 170 14.0 157 15.3 167 _ _ In 6 - ® X 2 m) ((0 V n- < o 3•e- z • a oO m.0TABLE GB ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 -'g 5 €D'60 • Anchor Capacity Table(lbs) °91 v N o' ' Substrate: 27800707919 3.560.080. 8090w CMU Filled CMU PT Wood Molal (OP,)X(ANCHOR CAP.,,"",,,,,,)=ANCHOR CAP„,8, 511fi'ET' 8S Elco 5/18'Elm 1/4"SS Elea 110 51861 612 Steel 812 518e1 MULLION CAP-,"a,„,,, PRODUCT REVISED AlmhnrType: 3116"Elm)19118080 1/4'Elm,Ulbmon 3/17'8308 0umoon 114"6180 Nlre8un ( ( y ( USE THIS FORMULA TO OBTAIN THE"ANCHOR P Anchor Clip Patterns UI1m0on AgereCelw Nl/econ AversOetcr screw G5)Screw G5 Screw Cs) as complying In with the Florida Edge 01013756 gni: 7 2.112 2 _2.1/21 3.1/8' 1' 2.1/2' _ 1" 2.142'_ 2• 3-7/e" 2' 0.48" 454" 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN Building code Embedment Ma 13/4' 1314• 13/4' 1-314" 2' 1.1/4" 1-1/4' 1-174" 1.1/4' 1-1/4' ' 1-114" 2" 93/0' 13/5" 73400 ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 Anchors Cg 475'MM.O.C.I Standard ar Mel Clip(Fig.13 390156 300 lbs 450158 800159 1644150 270 Ibe 260150 354159 740100_ 374 Ms 864150 940100 -341 Ms 442109 500 150 OPENING.WHEN IT IS LOWER THAN THE MUUJON Expiration Bate. 5/26/2021 4 Anchors©1.15"MIB.O.C./SUMBA(or Ousel)017(Fla.25_480Ibs 700 156 N/A _ N/A N/A WA _ 300156 WA NEA N/A WA 8/8 682150 880156 1120 mm CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors 3"Min.O.C.I(2)295 Angie Clips l(Flo.35 700 Mss 780160 680 Ma _1560 Ma 1096 56-- 640156 560750 WA 780156 7481b0 Bea ms 1892156 082 mm 085158 1120 Ms MULLION.IT WILL YIELD A MINIMUM ANCHOR By 3 Anchors Q 0.54"Min.0.C,1130/p.Into.100"Alum.(FI9.47 WA N/A NIA WA WA WA WA _ NIA NIA NIA NIA - WA N/A N/A 950 Me CAPACITY WHICH MAY BE USED TO QUALIFY Miami Pro uet Control 1 Anchor/F-C110(Fla.b): 185159 1951 6 225 59 ,_445 Ns 822150 ' 135 88 140188 177100 370100 187188 332 790 473 55 770 0s 221 166 280 Ms ADDITIONAL ANCHOR OPTIONS FROM THE 2 A1ohurs 01.15'Min.0,0./F-Olp(Fig.6p 240 the 350100 NIA NIA WA WA 100155 WA N/A N/A N/A WA 341 the 442159 580110 ANCHOR CAPACITY TABLE. TABLE NOTES: 1 260+ f-1.250"--i FIGURE 1: FIGURE 2: I I • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 1. ""'�1, vii """�y, • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. f 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1ti11 I1i!I,- r �..FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" 3260" -i `' 'C�O10EN '.. i SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS `SF CANGLE SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I.• • • • CLIP MUST . � r-. � _ No.55705 *: BE USED 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 7 *71= IN PAIRS. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL 4 i i 0(� ,� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE i r .. • FIGURE 4: FIGURE 5: FIGURE 6: 6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND "i ./"""'"J, -0,�'•. S ATE F� � • .045"THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL .100" ,100" ��C� ''.0R1DA,.-••���� ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25"X 3.25'X.100" 1.25"X 3,25'X.166" ��''r`S��I1fAL ti t��` • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,16-6 S.S.OR 410 S.S. MULLION FOR MULLION FOR //y e 1 11 o l FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYN7fs VIIIA! t,P.E. FL P.E.#58705 ------------------------ 1 1. TABLE 10A ,,, Capacity Tattle(IbeM') • �R a Opening Wdth(for vertically-spanning radians)orOpening Height(forhetizantolly-sp0nnirg mdYrons) Q 5S N 60 In 701n 60 In 4 90 N 100 in 020 In 1401n 160 4, il � ,� ORadian t/1a/ Trap/King. Rectangular Troprtdang. Rectangular Trap/Mang. Roctargular 7rop/rdang. Rectangular Treptrdan2. ROclangWar Trap/Mang, Rectangular Trap/Mang. Rectangular Trspadan0- Rectangular TrepRriang. �'' .14- w 126X326 Loading Loading loading 10541,9 Loading Laedng loading Luolin9 Loe6ng Leading LoadNA Loading Loading Loading Landing Loading 10501,0 Loading c2 U %.824 AIum.7Lbe 'E^. .- - .. € .m a 5 .E " A .r .�•a a .� .g'� .& -. 'b'.. .c - ,. ., u '5 Mullion u �@. .. sl, a m€. S a@ A H. I. ra a ill: ac- S K. n a a2- 68 g. "P°c, a as S Ue o3 S 2 u o'2 N U 0 ta U 0 Lao U U U 8, V v" o " U U U 0, a 0, 0 U v o U " U ' '6 U AY �� a g `€ _ e e s s ens e gV ti - 5v ti a e ft f " 5$ A ' 3I AV rP SY ,_$ ' f'Q Y 4 '° fio Si ft r 'i E'd. riV 1 . ft _t' 5-o N . _-._-'-_ - 2�@. d`e i�.L$re' s�, d`& fg d`z 1 .0 1-3 QA' E' •& ice. d`a ga d"`z fg d"`e2 @. ¢1i` /2 e',2 132 8a z2 d0`o<' fe`L d`9@ ,2'@ d"`,E E@, LI ze. d`s" > Z `mrrc W _ I v-. O W 42 in 170.0 020 170.0 436 170.0 744 170.0 476 170.0 608 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 172.0 621 170.0 1409 170.0 521 170.0 1730 170.0 621 115.0 1983 173.0 521 2 ] co 46 in 170.0 709 170.0 524 170.0 1350 170.0 584 170.0 692 170.9 190 170.0 1133 170.0 661 170.8 1275 170.0 677 170.0 1417 172.0 680 1710 1700 170.0 Ego 169.7 1979 170.0 680 1413.5 1979 072.0 680 K J N N 60.625 In 170.0 747 170.0 563 170.0 695 170.0 631 170.0 1046 170.0 684 170.0 0195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 156 170.0 1793 I70.0 759 162.5 1877 170.0 766 133.5 1071 170.0 756 6- 2 te E I 54 in 1710 797 1700 812 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 1303 170.0 1434 170.0 837 170.0 1594 170.0 856 1664 1769 170.0 061 134.1 1759 170.0 1361 117.3 1759 170.0 861 0 W co 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 070 170.0 1417 170.0 944 161.1 1611 170.0 996 045.0 1511 170.0 1073 120.0 1511 170.0 1063 103.4 1611 170.0 1003 90.6 1511 170.0 1063 -4 DU (p W I 63 in 170.0 932 170.0 745 170.0 1110 170.0 050 178.0 1302 170.0 940 156.6 1370 170,0 1016 130.2 1376 170.0 1076 125.3 1370 164.0 1082 104.4 1370 155.9 1572 69.1 1370 155.3 1070 70.3 1370 166.3 107D n LU ZZ 0 65 in 170.0 974 170.0 709 170.0 1169 170,0 903 0955.5 1248 170.0 1002 136.2 1246 158.6 1013 121.1 1248 147.1 1000 106.9 1240 139.0 959 90.8 1240 130.4 978 77.8 1248 129.0 976 60.1 1246 119.0 876 Z Z 11.1 . I u 7211 167.8 1049 170.0 870 139.9 1549 193.2 892 119.9 1019 132.1 876 103.9 1049 119.1 660 I 972 1679 109.7 846 87.9 1069 102.7 876 69.9 1049 94.3 825 69.9 1049 91.2 020 62.4 1049 91.1 820 w J ¢1 1 Z 5 75 in 142.7 941 149.1 822 1409 941 126.8 805 101.9 941 1112 791 692 941 100.0 777 79.3 041 91.7 766 71.4 941 85.6 767 59.5 541 77.6 744 51.0 941 74.0 737 44.6 341 73.3 736 Ce J 70In 132.0 694 137.6 783 110.0 694 110.9 767 94,3 894 102.4 753 62.1 -094 91.9 740 73.3 1394 64.1 730 65.0 834 70.3 721 55.0 894 70.7 707 47.1 694 67.0 701 41.3 864 60.1 698 Q 0t- 90 in 85.9 671 88.7 690 71.6 671 74,9 585 614 671 65.3 576 617 671 NU 566 47.7 671 52.9 556 43.0 571 469 551 35.8 671 43.1 639 30.7 671 39.7 531 26.9 571 37.9 621 in Z eN Q N p't 96 in 70.8 660 729 627 59.0 690 614 618 50.6 690 13.4 506 44.3 690 47.6 562 39.3 690 43.0 494 35.4 593 399 409 29.6 650 34.7 477 25.3 690 31.6 469 22.1 590 29.0 464 11-- g >4 Z QO (a 108In 49.7 410 50.8 421 414 466 42.6 414 35.5 456 37.1 408 31.1 456 32.6 402 27.6 466 29.7 396 24.9 465 27.1 391 20.7 466 23.6 382 17.8 465 21.2 375 16.5 466 19.0 370 a- (47 to ya', a�'O QO 1111n 45.8 441 46.7 400 30.2 441 31.3 393 32.7 441 34.1 307 28.6 441 30.2 383 264 441 272 376 22.3 441 24.9 302 19.1 441 21.5 363 16.4 441 19.3 356 14.3 441 17.6 351 g lLL 05 rX 8 123 in 38.3 378 360 344 30.2 378 31.0 339 26.0 370 26.0 334 22.7 370 23.7 329 20,1 378 21.3 326 18.1 378 195 321 15.1 378 18.7 314 ® ix X 2 k- 144 In 21.0 262 21.2 742 17.5 262 17.8 239 16.0 202 15.3 230 U N QO O n¢-ss‘- Z 4n rn €O;:O TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: a - 4 -,y0' Anchor Capacity Table(les) a A o N ,g -a ANCHOR CAP.,",,,,,,, _ SUL6lrate 2.7%Corm rrde 38k 00114, Hdlaw CMU FIOed CMU P,T 52900 M4ta (DP"„)X ANCHOR CAP.,„ 5110'EmS 114"SS Fico S'16'EC0 114"9S Elco 810 Site: #12 steel NM Steel k MULLION CAP,,,„,,,," REVISED Anchor Clip Patteme Anchor Type 3/19.Dos Ulrzai v4^FtcOmtracon 3H6•�co UtrdLm 1/4"Elco Littman Ui,:t ABgrS 610 100121 Agg1x3008 Screw(63)screw(OS) Scrdw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR i as PRODUCTDwith the REVISED Edge 01053090 On): 1" 2-1/7 1' 2-112' 3.116'. r 2-or P 2-1/2" T 2-173' 2" 0.48• 0.54' 0.324' CAPACITY REQUIRED°CORRESPONDING TO AN Building Code Eran 1010 On)'a 14/4' 13.4' 14/4' 1y4'_ Y 1-1/4' 14/4" 1-1/4' 14/4' 1-1/4" 1-114' 2' 1-3'e' 13'6' 52,1105 ACTUAL PRESSURE REQUIREMENT FOR THE ' NOA-No, 17-0630.01 2 Axton 5 4.75"Min.0.0.1 Stard010 0ro7sel cap(R9.1) 300 IDs 399115 450179 390194 1614109 270155 260155 364194 740159 37415s 4 664159 946 int 341109 442194 56011 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 15/26/2021 4 Amhara 49 1.15'MIn.0.0./Btaltlard(9r a6eq cap(Fig.2y 495156 703 Its WA NIA NIA NIA 360103 WA WA I4/A WA WA 662196 065194 1120194 CAPACITY(FROM THE TABLE)OF THE SELECTED • 4Art 1100@ 3'Min.O,GI(2)2.5Angle Clips/(Fig.SYY 760 I50 780190 680 Ins 1560115 1690150 640105 552159 WA 760006 746159 665 Ns 1992194 66205 865 Ns 1120194 MULLION.IT WILL YIELD A MINIMUM ANCHOR By „.---,„ --e.44/ 3Anc0nrs®0.54"Min O.C.7 UL6p,Into.15O'Alum(FID 41_ N/A N/A N/A WA N/A _ N/A NIA N/A WA N/A WA WA N/A WA 950199 CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Dn.-7 Pro•uct Control 1 Artllo7/Fop(mg 5Y lid les 195 103225159 446 Re 822194 195 Ins 1400.0_ 177150 37(1179 167155 332000 473 85 170196 221 26 280 093 ADDITIONAL ANCHOR OPTIONS FROM THE 20141100 Q 1.16'MIA O.CJ F-COp(Ra BY 240 tog 35305 NIA NIA NIA 31I0 193 529 NIA WA WA WA N/A _ 541 Ns 442194 660 039 ANCHOR CAPACITY TABLE. TABLE NOTES: • FIGURE1: FIGURES 1.250"- -1,250° , • • • • 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. % j/% 717 I 1 717 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 0 G 0 `7519 �(LY10 /,, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE i g11 ; 'C ••'t,(CEN . ., ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.250" i 3.250' § % Z.' ��,•' SF'....y .4 CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i ; No.58705 0• ® • 0 BE USED i 7 -* :, �' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND e rd. ' ` - W PAIRS. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-60.WOOD SHALL ?�� 1:4� / tY BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624" j 524' I�';'�((/ FIGURE 4: FIGURE 5: FIGURE 6: 0063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ' //"'�- �,/�' iO�•. STA E O (V • • .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125°THICK AND A36.ALL - ��4N..••fLOR(OP...". '.5. #10C OC$#12 ANCHORS INTO WOOD MAY BESTEEL,16-8 S.S. R 41D A7 LEAST 3 SCREW 0 OS BEYOND THE MATERIAL 12X MULLION°FOR.924" 1.25"X 3.25'X MULUON FOR 4 ri/e/1NAL 1040 FIELD-MULLED UNITS FACTORY-MULLED UNITSA•LYNN MILLER,P.E. • FL P.E.#58705 • • TABLE 110 IIPM. ®h` .Mullion Capacity Table(Ibe7R') hX Opening Wdlh(farvedically-spanning m149ors)orOpening Height(torhoraorte0yspennIng mu7ols) §!s a 0070 fig in 70 in 800 50 in 10067 120 in 140 in 160 in .V m O Rectangular TrapiTriang- Rectangular Trep/7dang. 'Rectangular Trap/Teang. Rectangular TrapTdeng. Rectangular Trapgriang. Rectangular Trap/r6an0. Rectangular r hepiTnan0. Rectangular TropTriang. Rectang/der TnpTrion9 1'X5925 4 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading loading l Loading Loading Loading Loading Loading Landing oy. ti Alum-TUbe .E.- '� -. .S .4 -.. E .-, o £ E• i_11 =.. is_ r t_ 9 ... 3 -. 'E .. LL Mumbo a e�. > Ea. s Ea `i �a .i o It as g gen a tg U a.a g a as a la 0 .g cN o 0. 0° 5 o 0 is 0 C u' G o` o Ea o -Piro 6/'e t"e'°9'-- d2 ° 's E. Oe '' @ o cin u eg s U € IS 'k �e ^€ 3. at' _t. al. t 9 E.e 5t. 3R et 5•gist 1R. At 1.10, - Es 06 E> to 4' 4.6 ._'F z 'k '.e o co 8.,0,:U Jai _ • - - .o a� 3a Esla�. �" <>9 �� $�, a& 3a �& S� .& 3€ aa 'le a� le, a.2;f� a&• 310 a,2 fA -& 3a 4,2 is .6e, 2 �" ie. �� s€ as z o: W 42 In 170.0 629 170.0 435 170.0 744 170.0 475 1749 868 170.0 506 176.0 992 170.0 519 170.0 1116 170.0 521 1709 1240 170.0 521 170.0 1460 170.0 521 170.0 1735 170.0 521 1700 1907 170.0 521 W 0 Z 41 in 170.0 708 /70.0 524 170.0 650 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170-0 1706 170.0 680 170.0 1983 175.0 550 172.0 2267 170.0 600 CC '-1 Ug N 50625 in 170.0 747 170.0 553 170.0 096 170.0 631 170.0 10dfi 170.0 554 1740 1195 170.0 723 170.0 1346 IT0.0 747 173.0 1694 170.0 766 170.0 1793 170.0 756 170.0 2092 170.0 766 170,0 2391 170.0 766 S '2 -,o H 54 in 170.0 797 170.0 612 170.0 956 070.0 691 170,0 1116 170.0 764 170.0 1275 176.0 003 170.0 1434 170.01 637 170.0 1694 170.0 556 170.0 1913 170.0 061 170.0 2231 170,0 661 100.2 2403 170.0 861 21 W O N Ft 03 o3 W 60 In 1700 H01 1709 701 170.0 1063 1700 797 170.0 1240 170.0 070 1740 1417 170.0 9441170.0 1594 1700 996 170.0 1771 1700 1033 1700 2125 1700 1063 1483 2163 1740 1063 129.0 2163 170.0 1063 -1 F7- CO 2 031n 170.0 930 170.0 745 170.0 1116 170.0 660. 170.0 1302 170.0 940 170.0 1486 170.0 1016 170.0 1673 1700 1076 170.0 1669 170.0 1122 156.0 2050 170.0 1169 134.5 2060 170.0 1171 117.7 2000 170.0 1171 a M UJ 66In 170.0 914 1700 789 970.0 1169 170.0 503 170.0 1361 170.0 1002 170.0 1656 170.0 7006 170.0 1753 170.0 1155 175.0 1948 110.0 1210 143.0 1506 170.0 1276 122.6 1966 170.0 1266 107.2 1966 170.0 1266 Z Z is _ Z -"I F $ U 11 721n 170.0 GO 170.0 1078 170.0 1275 170.6 1009 170.0 1468 170.0 1126 170.0 1700 170.0 1220 G4.1 1734 Oda 1315,i 136.7 1734 1668 1006 116.6 1734 165,9 1364 99.1 1734 150.4 1352 66.7 1734 160.2 1352 W - J K 'go 761n 170.0 1122 170.0 937 175.0 1346 170.0 1060 1893 1506 170.0 1209 147.4 7566 165.2 1205 131.1 1556 151.5 1266 1117.9 1556 141.3 1251 18.3 1556 120.3 1229 842 1556 1223 1219 73.7 1655 1219 1216 4- J c ti rcZ 7516/ 170.0 1151 170.0 067 1177.0 1301 1709 1116 1569 1477 1103 1245 1701 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.5 1191 90.3 1477 1109 1169 77.9 1477 110.8 1168 00.2 1477 1093 1164 g Q V' 7.- ____ •- 901n 142.0 1110 1465 966 113.4 1110 123.9 961 701.6 1110 107.5 951 68.8 1110 56.3 936 709 1110 67.5 922 71.0 1110 60.7 910 592 1110 71.3 691 50.7 1110 65.6. 87B 44.4 1110 62.7 670 Z Z (D. Q im 90In 117.2 975 120.3 872 97.5 975 101.5 050 83.6 575 803 842 73.2 975 75.5 029 66.0 975 71.2 017 .58.5 975 65.4 007 45.8 975 57.3 789 41.0 975 52,3 776 36.6 975 40.3 767 CD ¢ Y.,Z c-7 f0 10610 022 771 84.0 696 69.5 771 _70.7 685 53.7 771 61.3 674 51.4 771 54.3 6841 45.7 771 49.0 655 41.1 771 449 647 34.3 771 35.5 632 29.4 771 35.0 621 25,7 771 32.4 612 01 0n w o O QO 1111n 75.7 730 77.3 661 63.1 730 65.0 f 550 541 730 56.3 640 47.3 730 49.9 631 1 42.1 730 45.0 622 37,9 730 41.1 514 31.5 730 366 CO 27.0 730 31.9 509 23.7 730 29.5 591 7... ill 1201n 59.9 624 61.0 569 49.9 624 51.2 600 42.6 624 44.3 552 37.6 624 39.2 644 33.3 624 353' 637 300 624 322 631 25.0 624 27.7 519 21A 624 24.0 509 18.7 624 22.5 501 9 tC X N R" N 144 In 34.7 423 35.1 400 29.9 433 29A 325 24.0 433 25.4 390 21.7 433 22.4 365 193 433 209 381 l 17.3 473 142 376 C=7 V N Q O O 1- Z TABLE 11B a$ k'O"OO ANCHOR CAPACITY ADJUSTMENT FORMULA: co - c DIY m� And horCapaolty Table Ohs) O 11 n�rc-5 ANCHOR CAP.,,°,,,,, F 500069610 271Wrcme 3560000. 491345240 711500143 PTW000 MOO (DF; )X -ANCHOR CAP.,°, Anchor' sicElcOLror6cm 612 Steel 012 Steel \MULLION CAP.,,,,,,,° PRODUCT REVISED Anchor Clip Pattemo "- USE THIS FORMULA TO OBTAIN THE°ANCHOR as complyinggwith the Florida •mice DatOtte0 Y 1• 2-V2' __ ®�1/4.SS Elea® iY REQUIRED°CORRESPONDING AN - Code FdnDOdrlmt n; tela• tae^ r-- ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 0 0 17-0630.01 2MCIPR17475.504 O.C./SYaman700002(Cllp P9g-17: 59 30015 450001 050ire 16440.9 770199 25015 3340005 740100 37455 66469 846101 341155 44215 56351 OPENING,WHEN iTISLOWER THAN THE MULLION Expiration Date 05/26/2021 4 Archon®1.15°Min 0.0.1 Stataa7702 OISel)Op(Ftg.27 400101 700049 N/A 711.0 N/A N/A 863100 WA WA N/A WA WA 682109 68515 1120100 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Archats aQ 3'Min.O.C./(2)2n5AngleCrps/(110.3) 780199 780 Its 1395 Dos 1550 Ds 1696 5s 5405s 50315 N/A 75015 743 5s 05515 1792100 652159 65515 112015 MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 Anglo/5®0.54°Min,0.C./UC11p,IM0.100'Alum.(Fig.4) N/A WA N/A WA N/A N/A WA NIA N/A N/A WA WA WA WA 126715 CAPACITY WHICH MAY BE USED TO QUALIFY IVllem-D Product Control - 1Are Mir/FOlp(Fig.5) 105,61 16355 226 Ma 44515 822199 13655 14069 177165 37015 107 O9 33206 473 to 170 its 2211D9 26015 ADDITIONAL ANCHOR OPTIONS FROM THE - 2Anchas @1.19'Nin 0.01 FC119(Flo.69 24059 35015 NIA WA N/A N/A 19796 WA NIA NIA WA WA 3415s 44266 56015s ANCHOR CAPACITY.TABLE • 1.250' FIGURE 1: FIGURE 2 TABLE NOTES: • ® • ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION jj/ ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 0 I/ 0 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ‘%10,910:1,,,,,, 1 t 1Y LYI�I7f/'%, FIGURE 3: L \\‘,,,,s0'.•,....-0t'* ',� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE - OCENS C • ANGLE 3.94" ` a. F•'•.l • CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS . Q':• -;ttv/3 • • • 0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -*: No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = .//,�{ -- *- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL / p --0 •✓- r/ FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE / 624" 7.74,,,:: 6 • • 6063-T5 AND BE A MINIMUM OF.100°THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND / �i�'n FATE F"y• : -L %.0‘.0.:9 ••..OR1DA. \�� • • ® .045°THICK(10 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125*THICK AND A36.ALL � � ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL• �,�s/ANAL�N��� • #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 125 X 3.04'X.624' A.LNSIN(1Qµ3118}2,P.E. -- MULLION FL P.E.#58705 • TABLE 12AE Mullion Capacity Table(Ibslft') - e".N Opening Width donierti68117-sparatily m1'�ioro)or Opening Height(for hoNmrYalty-sparxtrg mullions) (. g� a 501 10 60 � 7010 I 30 Sr BON INI 10010 12011 140In 16010 Rectangular Yep7TAwg.I Rectangular TrapITriang._ Rectangular T84prTdang. Rectangular TrapTlang. Rectangular Trap/Mang. 1 Rectangular TapiTdTr ong. Rectangular apTdeng. Rectangular TrepTdan& Map/Wang.RectangulaMap/Wang. 2 9 2 x 4X25 Loaduq Leading Loadng Loading Loading Leading Loaing lasrgry Leading Loading Loading Leading- Loading Loafing Loafing Loafing Loadklg LeaSm9 L m AIum.Tube e a z r r z r g F s S a .+: P n f z s A 4 A A P r P a x P _ r,- r,,- Makin - fl!Mumen e K a Edi a o$ E P. as E. a.s El a KE o 3 E Ila k EN m E m as E EE i a a g E k . g 1 117 s� 6 s$ trs U m'e_ `� a' x aC di- B� `� a (1 en 5 bGIS e$ ae 3 s' T 8� 8 3a 5 59 g °� `� A� s� A� r� ;e 5 5g 613 1 §g 5g o0 n y.s o Gage gg � g � 3 9� Ea913 s 2� 831 '2 s $$ � 132'9 za g � a z y� w �aa�ls� �rc �� rc �aV f� 8a� �o dpa s �� rc a� dye a� �rc S� dprc 8rc f�LVV a� $z Z� �a� s �a� s� �o 42ln 170.0 620 170.0 435 170.0 744 170.0 478 i 170.0 868 170.0 506 170.0 992 770.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 0 w 46/n 170.0 708 170.0 524 170.0 850 170.0 584 1,170.0 992 170.0 630 170.0 1133 170,0 661 170.0 1275 170.0 677 170,0 1417 170.0 680 '170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 K J w 5 to 50.625In 170.0 747 170.0 563 170.0 896 170.0 631 '170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 1700 758 170.0 2092 170.0 756 170.0 2391 170.0 756 N �6 54/n 170.0 797 170.0 612 170.0 554 170.0 691 '170.0 1116 170.0 754 170.0 1275 770.0 003 170.0 1434 170.0 837 170.0 1594 170.0 055 170.0 1913 170.0 651 170.0 2231 170.0 861 170.0 2550 170.0 001 o D F' 60 N 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 870 170.0 1417 170.0 944 170.0 1594 170.0 596 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1083 160,8 2680 170.0 1063 47 Lail CO 63 in 170.0 9313 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 840 170.0 1458 170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.9 2553 170.0 1171 .a C7 F- Z 66 in 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 1750 1276 151.0 2437 170.0 1266 1329 2437 170.0 1280 Z _ En , cc 721n 1700 1063 170.0 87a 170,0 1275 170.0 1009 170.0 1488 170.0 1126 1700 1703 170.0 1229 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1480 124.8 2184 170.0 1529 109.2 2184 170.0 1630 Z e EU J r N 01 y 3 9Z 76In 170.0 1122 170.0 037 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170,0 1322 165.1 1960 1700 1421 148.6 1960 170.0 1505 i 123.6 1960 161.6 1548 106.1 1960 154.0 1035 92.9 1960 1527 1531 a Q. �z 09 MI 170.0 1151 170.0 967 170.5 1381 170.0 1110 170.0 1611 170.0 1250 170.0 1042 170.0 1369 152.7 1E61 170.0 1474 137.4 1851 163.1 1500'114.5 1881 147.3 1473 982 1661 139.6 1459 85.9 1081 137.6 1454 14 Q 417 1_ J 9018 770.0 1328 170.0 1744 149.1 1398 158.0 1219 127.6 1380 136.0 1100 1711.8 1390 125.3 1179 99.4 1388 110.2 1162 99.5 1390 101.6 1147 74.5 1388 89.8 1122 63,9 1398 627 1505 559 1396 78.6 7099 Z Z J Q (9 d) 90 In 147.4 9229 151.5 1099 122.9 1229 127.8 1079 1053 1229 1112 1061 g2�..1229 98.9 1044 511.6 1229 09.6 1029 73.7 1229 82.4 1016 61.4 1229 72.2 993 52.7 1229 65.9 B77 46.1 1220 62.1 967 F 2 LZ id 108 N 103.5 971 105.8 877 86.3 971 09.0 662 74.0 071 771 849 64.7 871 68.4 537 57.5 871 61.8 825 61.0 971 56.5 815 43,1 571 49.0 786 37.0 971 44.0 762 32.4 971 40.8 771 0 col N.° o mc, 111 N 55.4 919 97.3 832 79.5 519 81.9 019 65.1 919 70.8 806 59,1 919 62.0 794 53.0 919 58.7 784 47.7 919 51.8 774 39.7 919 44.8 750 M.1 619 40.2 742 29.9 919 37.1 732 n LU X Y Y 120 in 75.5 766 78.8 716 62.9 788 54.5 705 53.8 756 55.8 855 472 786 49.4 686 41.0 785 44.4 877 37.7 706 45.5 660 31.5 786 34.5 653 27.0 786 31.0 641 23.6 786 28.4 631 ICI IC'..) i (I) N 144/n 43.7 545 44.2 804 36.4 548 37.0 498 31.2 646 31.9 491 27.3 518 28.2 485 1 24.3 846 25.3 479 21.8 546 22.9 474 18.2 546 10.6 464 15.5 546 17.2 455 13.7 548 115 448 L=7 C) N Q 0 O TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: n. ,2 Z..,0 en Anchor Capaci Table b• - m�>� b Obi) ANCHOR CAP.,,,,,,, O L 3 k `s 60097000 2.79 Qntrete 05k Cmc. Halm CAW F91ee CE7U PTW0s0 Meld (DP.)X`/ ANCHOR CAP.,, O F 8 o'c�' 916'Elco 1)4'•SS Eke 516.0105 1)4'•55 Elco x10910& #1251661 #12 steel `MULLION CAP.,,„‘„„ Anchor Clip Patterns Anchor Type: 1514 EIco Na2cm V4'EICOUM4coe 3'16'EIc0lAl2cm Vd'EItn UI[racon 092[6 Agg2Gaor ua2cm Ag928aar scree(65)screw(65) Screw(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR PRODUCT REVISED Edge Osrarce pn7 r I 2.9Y 1" 2-v7 3-1/8 1' 2-110 1• 2-102' 2' awe' 2' 0.48' 0.54' 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida F4nlxonent 9071 15/4' I 13/4' l 15/4• 1314 2' 1-114' 14/4' 1.144" 1-144" 1-1/4' 1.118 2' 1-3784 1-316• vanes ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2Anchorsa4.7011100.0.751ada0 or02et C9p(Fig 1027 381 Io5 30)109 416915 60016 1644 ms 270Ins 280 los 354 ms 740/05 07416 06416 046 Da 31176 442105 55016 OPENING,WHEN R IS LOWER THAN THE MULLION NOA-No. 17-0630.07 4 Archers 07 269"Mb.0.C.I Sien@ud(ucx8el)CSp(R0.3)_740159 _ 740113s _ 5301091465�~ 1424 ms N/A 501 917 WA 55105 18A 85016 no. 5.52 Ins 865 m 112016 CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 6 A hen 071.71'MAQC.I shno31afor ome1)C/p99947 866 1050 57,5 195 75816 - 194e Es 61/A N/A 70505 WA 795/6 NIA WA WA '126216 132716 1683 los MULLION.IT WILL YIELD A MINIMUM ANCHOR 4ArcKrs070Min.D.C.1(2)2,5 Angle Pips l(5087 NO Ins 9s 680 Ms 156086 1806515 W0i[ti]- 58)66 N/A 760/6 748109 865 I6 189286 692 ms 88558 113]0-3 CAPACITY WHICH'MAY BE USED TO QUALIFY By 6Anc hors 4p3'Min.0.C.)a)245Arg6e Clips/(5567 1170169 1170 a8 1020109 2340 Ma 264468 01 6 84016 N/A 1140 ms 112216 1320 Es 2898 De 102216 132716• 1694 m; ADDITIONAL ANCHOR OPTIONS FROM THE Miami- a Product Control . • 3Anchors®1.34"Min.0.C./UCSp.Into.125°Alum.(FID.77 N/A N/A NIA NIA _ NIA N/A WA N/A WA NIA WA WA NIA WA 073gl ANCHOR CAPACITY TABLE. 6Amnon 070.64'0/0.0.0./UCip,Into.120 Alua1.(FIE 85 N/A WA N/A WA NIA N/A N/A WA IIA N/A WA WA NIA ' WA 217Z MS 2 Anchors®268•Ma 0.CI FCYp(Flg 97 370 Ms 370 93 315105 743 0s 712 24 NIA 280130 NIA 346106 N/A 440 I6- NIA 341 015 44216 56016 3A c6rs 4y 1.71'M.D.C./F-ClIp(513.10): 443 05 525 69 979 Os 07316 WA WA 353109 WA 38916 NIA WA WA 011 Ms 654/10 640133 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: TABLE NOTES: 2.000' • • • • _ • • • j/////////////// / 114111 NIrr 1)SEE SHEET 1 FOR INSTRUCTIONS ON NG THE BLES AND SHEET 25 FOR NFORMATION FIGURE 6: • •FIGURE 6: • • •_ a • 2)LINGENERAL AR INTERPOLATION BrET • WEEN MULL IL NG HS AND/OR OPENING WIDTHS/IS ALLOWABLE,ON LOADING.SEE SHEETS 2.4 FOR \`���,`J,ON l ENNN�/C • • • • • .250° %4.000" :*3)MULLION AND MULLION CLIPS SHOWN ARE : No.58705 '.� THE FIELD FOLLOWING DIMENSIONALESTRICTOIONS SHOWN ON ST TO SCALE,FOR HE S 21 23.FIGURES SHOW CT DIMENSIONS,SEE SUGGESTED,APPROXIMATE • j - • •• I • • ; • • LOCATIONS. // j •A••. "-"' - • FIGURE 7: FIGURE 8: FIGURES: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT % :D,n••-., ST TE O • l�j�� II •• • • (FIGURES 586) (CMU)SHALL CONFORM TO ASTM C90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. � i�S '••CORIDA. G\?� • • • MUST BE USED ALUMINUM SHALL BE 6063-75 ANO BEA MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 2'X 4•x.25'MULLION �7i7�/ANAL 0-40,,,\ • IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.Ll1f<1N MILL�It,P.E. •• • • THREADS BEYOND THE MATERIAL#10&1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.#58705 TABLE 13A • R Mullion Capeoity Tablo(Ibs1R7) 0 4 Ura Opening width(foroelBy-s791040g 1111180115)or Opening Height(15911 110:1770111811y-spanning Mtge* • /- ,--.1 901n 60 in 70 61 801n 9016 100 In 13061 I 1401n 160 In 1\ Idqa ' Raolang,dar Trap/T4aq. Rectangular Trap/Wang. Rectangular Tmp'Tdrg a . Rectangular T1apftdang. Rectangular Trap/Wang. ,RecianSrdar Ttaprillang, Rectangular'Trap/Tdang. Rectangular T,9pT0ang, .Rectangular 1)Ao5Trieng. �j^ 2%6X.26 Load99 lnedng Loafing Loafing Loading Loadrg loadn0 Loading Loading Loafing Loading Looding Leading Loading Laadng Laodng Laading Loading L } w ¢ AIUm.Tabu F D �• D 2 i F F F F 2O F F 2> d L L 1` D 2• F £ F x 4p -4 o 2'- U a m.. .. e b 3 _ ro .._, u s fid.. •m •, '6. 6 v� a e e A m .A.. ti Mullion a a7" ' a B a as a EI a a s 28 7 2 15252 - as a a s a E E f g as g 2- a s o.1 o a v u u° a 8, ri v 8 Sa 8 825 a 3 3 0 259 6 v I2- r3; a v c3 u 8 60 3 o u 6 u 3 c3 a 04 a 2-g 2-e gr & gg 529 gg `" Itg °�' �" g �e U'e 5� gg eg L 'e °g s� 2-g 5A ff q sff 525 5g 110 0 �� s�- 5 &. .� _� `s €a s� Eo- z� a� - �� lk s s2- 'a _� 325 a �� o to 2ht i- �rc � �z Ew a �� �n �� d`rc" � �� �� F� arc f E �z.�= s �z �� �� rc c �a �� �$ �gz yT"o W 42 in na.aazo 170.0 .4352 170.0 744 170.0 176 170.0 Bse 170.0 506 170.0 e9z 175.0 SIG neo 1116 170.0 621 170.0 1240 tta.0 521 170.0 1408 170.0 szf 170.0 1730 170.0 521 170.0 1903 170.0 521 00 _ I N J 7) 4850 1710 701 170.0 524 170.0 850 170.0 584 170,0 852 170,0 630 170.0 1133 170.0 651 1700 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 080 170.0 1983 170.0 680 1170.0 2287 170.0 680 K 00 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 1700 1046 170.0 684 170.0 1195 170.0 723 1 170.0 1345 1710 747 1170.0 1494 170.0 756 :170.0 1703 170.0 fib 170.0'2092 170.0 758 1170.0 2391 1758 758 F 2 O'a T 54(n 1710 797 170.0 812 1701 956 170.0 691 170.0 1116 170.0 754 170.5 1275 170.0 803 ;170.0 1434 1750 837 1 170.0 1694 170.0 858 170.0 1913 1700 661 170.0 2231 170.0 861 170.0 2550 170.0 801 - K LLI CO o Bo in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 876 170.0 1417 170.0 944 1170.0 1594 170.0 998 170.0 1771 170.0 1033 170.0 2125 170.0 1053 170.0 2479 170.0 1063 170.0 2833 170.0 1083 I=- 09 rnUi 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 970.0 040 i 170.0 1468 170.0 1015 1 170.0 1673 170.0 1076 n 170.0 1898 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171�170.0 2075 170.0 1171 Q 2 Z 6816 170.0 974 170,0 789 170.0 1169 170.0 003 170.0 1384 170.0 1002 170.0 1558 170.0 1086 1170.0 1753 170.0 1155 170.0 1848 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1258 170.0 3117 170.0 1288 Z z N v Z c 72 in 170.0 1083 170.6 879 170.0 1275 170.0 1009 170.0 1486 170.0 1128 170.0 1700 170.0 1228 1 170.0 1913 170.0 1316 770.0 2125 170.6 1397 176.0 2550 170.0 1488 170.0•2875 170.0 1529t'170.0 2.400 170.0 1530 w U¢�a V J 761a 170.0 1122 170.0 937 170.0 1310 170,0 1080 170.0 1570 170.0 1209 170.0 1794 1700 1322 170.0 2019 170.0 1421:170.0 2243 170.0 1505 1170.0 2392 170.0 1629 170.0 3140 170.0 1694 1 170.9 3509 170.0 1700 a J 0_r5 6 z 28 70 In 170.0 1151 170.0 867 170.0 1381 170.0 1110 170.0 1611 170.0 1250 1701 1842 170.0 1369 1170.0 2072 170.0 1474 170.0 2302 170.0 1564 170,0 2763 170.0 1700 170.0 3223 170.0 1777 1170.0 3863 170.0 1766 l < co r . Z `W SO N 7719 1328 170.0 1144 170.0 1584 170.0 1328 170.0 1859 1750 1488 j 570.0 2125 170.0 1553 170.0 2391 170.0 1783 170.0 2556 170,0 1916 170.0 3768 170.0 2125 158.0 3413 170.0 2273 136.5 3413 170.0 2351 0 98 N 170.0 1417 170.0 1232 172.0 1700 170.9 1434 170.0 1983 170.0 1622'1700 2257 170.0 1794 470.0 2350'170.0 1952 170.0 2033 170.0 2095 160.0 3189 170.0 2338 137.1 3199 4880 2470 120.0 3199 156.1 2428 ID 1- U 90 lip 108 in 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 7231 170.0 1870 178.0 2550 170.0 2078 164.8 2711 170.0 2271 148.3 2781 181.9 2333 123.0 2781 140.4 2209 105.8 2787 125.8 7234 82.7 2781 116.0 2190 r N' 6 o 11116 170.0 1638 170.0 1454 170.0 1956 170.0 1700 1701 2283 170.0 1872 170.0 2621 170.0 2508 151.8 2632 1623 2245 138.8 2632 148.4 2216 113.6 2632 128.4 2188 87.8 2672 115.) 2128 1 65.4 2832 106.3 2098 cc LU X Y Y 120 In 170.0 1771 170.0 1568 170.0 2125 170.0 1859 154.4 2252 159,9 1991 135.1 2242 141.4 1984 120.1 2252 1272 1938 108.1 2252 110.1 1915 90.1 2252 99.8 1672 77.2 2252 88.9 1038 1 67,8 2252 81.4 1808 il® U X Q 144 N 125.1 1584 126.8 1445 104.3 1564 106.1 1425 00.4 1554 915 1407 702 1564 80.7 1390 69.5 1504 723 1373 62.6 1564 65.7 1358 521 1564 56.0 1330 44,7 1564 492 1305 39.1 1564 44.4 1283 (2 d c N Z>00 0 52:0 TABLE 13B _ ANCHOR CAPACITY ADJUSTMENT FORMULA: � �= g .0 280 Anchor Capacity Table(lbs) ANCHOR CAP.,,�,w c3 3 g m ���-3 Substrate: 2.78 Concrete 3.5k Ccno, Hallex CMU Flied CMU P7 Wood 11etai • (DP,,,,,)X( )=ANCHOR CAP..,, - 5116.Boo '174'SS Moo 5/12'Eon 114•AS EEG #10 51eel 9(2 Steal 812 Steel MULLION CAP.„,,,,,, PRODUCT REVISED Ander type: 3116"Elea Ulbacon 1/4'Elco Uitmcon 3/16'Elco Ullman 114"Elco,Uloacen AnehorCOp Patterns Ultracon Agg,115ator U5mcan AggreGoEr sore,(c5)_5004(06) 50,001001 USE THIS FORMULA TO OBTAIN THE'ANCHOR as complying with the Florida EdgeDistanoe915 1' 2.5/2' 1' 24/2" 3.1/1-` 0 2-172' 1' 2-117• 7 34/6. 2' 0.48• 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Building Code EmbedmentC7 1-3/4' ' 1-3/4' 1.314' 1.3/6• 2' 1-114' 1-1/4' 1.1/4• 1-1)4' 1.94' 11/4' 7 1318" 1.345" tales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Anchcn 814.75'Mk.0.C./Standard ar05set Cip(Fg.182): 390lbs 39211 450160 8.92 Its 1644 Ws 270511 28011 354 les 740168 3741ba 66411 946 Es 341)60 44211 500 Os OPENING,WHEN R IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Anchors 81 4.68'Min 0.C./Standard(or OIGel)COO(FW 3): 780 lbs- 78010 950 611 179011 3232168 540 lbs 560161 708IEs (485 oe 748128 1272 61s 1892 Ss 692 84 6851652 1120 lbs- CAPACITY(FROM THE TABLE)OF THE SELECTED �//yyy..�,, aAnchwa gr 1.71'Mlrc 0.0/Standard(or Meet)Clp(F10,4)_1180(1 1400 lbs 101011 259511 WA N/A 0401109 N/A 156511 WA WA WA 1363 lbs 177011 2240100 MULLION.IT WILL YIELD A MINIMUM ANCHOR BY 4 Anchors®3•Mtn.0.C.1(2)245 Angle 5974/(F1g.5): 780 Ss- 780/50 680166 1560168 168611' 540189 560 lbs N/A 760 Ss 748 I1 080 lbs 180211 602168 685 lbs 112018a CAPACITY WHICH MAYBE USED TO QUALIFY Mlaml-Daae duet Control S Amhara g3'MN.0-C./(2)245 Angle Clos/(Fig 8X 1560 Ma 1560(1- 135811 3120 ms 3792 lbs 1090610 112011 N/A 1520 lbs 1406165 1780ne 370411 138311 1770lbs l 2240 I1 ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchors a 1.5'Min.0.C./(2)245A/et ape/(Fee.7): 186511 2100(1 1440 11 3780 11 WA N/A 1320 166 WA 150011 - N/A WA WA 2045166 2654 11 3360 11 ANCHOR CAPACITY TABLE. 4 Amhara 621,3411 MN.0.0.111-SIp.Into.125"AW,.(Fig.53 WA WA WA WA WA N/A WA WA N/A WA WA WA WA N/A 143011 8 Anchors®0.64•MN.O.C.)IlSip,into.125'Alum.710.97 N/A _ WA WA -860 WA N/A N/A WA WA NIA N/A N/A N/A N/A N/A 2861 lbs F-2,000"-.{ 2 Anchors a 4.08'3.8.O,C7 FLOP(Fig.10) 30011 390 Me 45011 89011 161811• 27011 280(b8 95411 740 Ms 374 11 636 lbs 94611 141 Ihs 442(94 - 560(1 - /////�///// 4 Anchors®1.71'14S.0.01 F-Cip(FU,113 590 100 700 Ss 505168 1208158 15/5 N/A 47016e N/A 5331ba WA N/A WA 682 11 885(1 1125106 • 255, . NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: F. •GURE 2: FIGURE 3: • FIGURE 4: • FIGURE 8: FIGURE 8:FIGURE •10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON / • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \j 31 s i i•'i t r/2,1 / .,.' oNY LYNN 2222 - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE % 6.000" ��a• vIGENSF /C��i • • • • / Q;. _ • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS / ••.� • I - • • • • • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON / _*: No.58705 :_ FIGURE 5: FIGURE 6: FIGURE7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - ••//,�1 - ANGLE :-.13 :V tom' • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED / j 7.- - I (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 0 -,Al,-'•• ATE F !L • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' %( :-.9R10,•:.••• \�` _ MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO ///////////A _ �///7101\ •--• G�• • • • • • • • • USED IN �4`S�ON EN ss� PAIRS, BE AT LEAST,125"THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6'X 25' A.LNbrH yl 11E*'P.E, -- --- THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#59705 • TABLE 14A • • • LL ~� S IP 6 Mullion Ca556ity Table(msIlt3) ■!� n Opening Width(for wrtlookspsnrHrg amnions)or Opening Height(forlaAlontaly-spenrirg=Dons) CC'� ' 50 In 6010 70 In e010 90 W 10010 12010 140 N 1601e .� Reclanpubr TrnpTdRectangular ` O 1.26" ang. Reti40015 7rL,oading odi 7ayTgnry3. R Loadinangu g r 7 eachq I R 1eolino T3'Loainry, Reoodinga! T Loading Ree diigl0r -TTL Load r} Rectangular TrLo99r Rectangular r ThpoSng . 5.122. x2.11" (i0°dln0 t n3 Loading Loading Laadl6g Loading Loadng Laaalnp L4mdIn0 Loading Lwdlrg Loading Landing laadln9 Loadhp Loading Loading Loadng a.125"Alum �i A. r ? £ £g_ r •z- 'e §_ b5 f if a i$ a_ 2' i..-.. r f c z l g$ a r r r Tube A4ull ,' _ . 8 ., tS 5� _ �� G �� 5 ��i t � $ 6 �S` tt` G d� 73� 3� a E dA FA N Al . i i¢ 41 1F 1' A' Eg b sg A sg 5g 6t i� z sg ag ag A b, b a o 3 �' s Al2 0 E 42 zg 4g El 22 f 5. i sa Lt 2A A la mA �d �� . 3 : ga a2//,ig 12 L� 7E 4 z8. Ai 6 iA k2 co -�a __ p W 1 421n 1442 526 167.0 428 120.2 526 148.9 419 1030 528 138.8 414 90.1 526 134.6 411 801 526 134.1 411 721 528 1341 411 60.1 526 134.1 411 51.0 525 134.1 411 45,1 524 134.1 411 rn .4 n 488, 90.5 403 1010 333 80.5 403 94.7 325 69.0 403 66.4 720 60.4 403 81.4 317 63.7 403 76.1 315 483 403 78.8 314 140.3 403 78.B 314 34,5 403 76.5 314 30,2 403 706 314 -4 50.62911 53,3 3@ 91.0 331 636 367 793 294 '588 352 71.9 289 51.5 352 67.2 286 45.7 3522 64.6 234 41.2 361 676 256 4�342 302 63.5 282 a 29.4 362 83.5 293 25.7 352 635 283 T T N • 54 67,8 318 74.1 267 56.5 318 64.2 261 48.5 318 57.7 256 424 316 635 253 37.7 a18 60.B 2511 339 318 49.5 249 1 28.3 318 49.1 248 28.2 318 49,1 298 212 318 49.1 248 C9 W 0 F O u 50in 495 250 611 239X41.,2 258 45.7 214 353 258 40.7 210 Sag 269 37.2 207 27,5 259 34.9 204 247 2513 33.4 203 20.8 260 37.2 201 17.7 258 312 201 15.5 268 722 201 -4 M W J 63 N 427 234 45.13 AD 75.8 234 39.1 185 30.5 234 34,7 192 26.7 234 31,8 188 27.7 234 23.4 188 21.4 234 730 164 . 17.0 234 28.0 1133 15.7 234 78.5 1137 13,4 274 28.5 183 ¢ ~ O 0 W 'B `26 66 In, 373 213 38.4 183 31.0 213 33.7 179 '26.5 273 29.8 178 23.2 213 27.0 173 20.8 213 25.1 170 168 213 237 169 155 213 22.3 167 13,3 213 22,0 168 11.6 213 720 168 Z z 0)ti m I - 721n 2136 1713 30.1 765 27.9 179 25.8 153 20,4 179 225 149 17.9 7713 207 I4] 159 179 _18.7 145 _ N J -9 O 78 In 24.3 151 25.4 140 20.3 101 21.0 137 17.4 161 19.0 135 15.7 161 17.0-133 � K J g az 781n 223 152 23.5 123 19.8 152 18.9 131 118.1 152 17.5 128 7 Q T r TABLE 14B t7 H ANCHOR CAPACITY ADJUSTMENT FORMULA: z Z 4 N Anchor Capacity Table(lbs) �. e>; Z 58358215, 278 Commie 3.515 Cas. HoSav CMU ANCHOR CAP,,..a,..." o (- X m co m Filled PTwOm Mata (DP,)X( aANCHORCAP.,,, a (q 'o so 5/i6'Eto 1/4°55 6109 6n6'EIoo 174'0$Fho 615 Simi 817 sIIv1 41251801 MULLION CAP,,,,,,,„„ LIJ 74 $ Anna ryar 3.16•ElCo Ultracal 1/4'Etc0U8rmm 3/15'Etc o Ultracan 114"Elm Ullrocon ffj Anchor Clip Patterns _ lnlrsm aggnoala ultmcm 85109.507 Screw(GS)screw(65) scww(GS) USE THIS FORMULA TO OBTAW THE"ANCHOR N a 74 Y Y Edge mllanceilnt r 2-1131 1• 2.1/21 3.118' 1' 2.1/2' 1" 2-12" 0' ' 3-18' 7 ' 048• 9.54' 0.324° CAPACITY REQUIRED'CORRESPONDING TO AN 70 co (n co E1 i:6018u(Ink 1-9/44 tau 134• 13/4• 2' 1-114• 1414° 5.1/4-... 1.1/4" ' 1.674• " talo' r 1-375• 13.13' 19n5s ' ACTUAL PRESSURE REQUIREMENT FOR THE U Q ?y 4Arttor07431660.o.C./0 215ArSYCip91(715.15 780105 783 Ito 650¢5 1563105 183610 54005 557105 NIA 7E3 los 74518 ' 885 as 1692 an 892 D3+ 685es 1432 es OPENING, ENIT T IS LOWER THAN THE THESEMULLION c� d�`' Z 0 0 (FROMTABLE) m MULLION.IT WILL YIELD AMINIMUM ANCHOR a --= O t0 • CAPACITY WHICH MAY BE USED TO QUALIFY V ' ',-o ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida Building Code • • NOA No. 17-0630,01 Explratlon'Date 05/26/2021 / TABLE NOTES: By "-:...or'''' • Miami-Do,.produc Control} 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I---1.266'--1 -/fl///% 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. T i i FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. j 0 0 • '0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 2.116' / / ANGLE CLIP MUST BE USEDIN PAIRS. , ! .125' ,7211 I l l I/I//] 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED / CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-93.WOOD SHALL BE PRESSURE-TREATED ii i fir.: `�.ia�t,Y LYIVN/if,]�, YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-T5 AND BEA MINIMUM OF.125' T y10ENSF'• r THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT 1.28'X 2.11"X.125'MULLION ';` .' •:C-Ff LEAST.1257 THICK AND A36.ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _* No.58705 - • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL.18-8 5.5.OR 410 S.S. _ : *= -77 .O� ATE �.•�.• �� ___-__ FL P.E.Yr 58705 •-._. _ TABLE 15A .1r. Mullion CapacQy Table(Ibs1R) e. m Zi•fir p. Opening Width(for uenicaly-spanning mullions)or Opening Hoight(for horizontally-span-lingmillions) ( c' SON 60 h 701n BON '90 In 100 N J 12010 14010 060 N ^ Rectangular Trap/Thong. Rectangular Trap/Van. Rectangular 7rapTdang. Rectangular Trnprrdeng, Rectangular Trap/Nan& Rectangular Tbspl7nang. Rectangular Tray7dery. Rectangular Tap/Trim& Rectsngdar Rap/Mang. \• a = 325"30 Loading Loodn9, Leafing Loafing Loading Loading Loud ng Loading Loading Lowing Loafing Loading Luadng Wades L0a46119 Loading Loading 5.06009 a2 U DEG,AL a An �^ •.f r � i'- i. _^ , a.. o x a^ x' A a 0 '8 n^ a a r A f.. f r _a LL BAYMULL 40 �� m a �� �. € �� ��. a u a U g a� �� Ke N �• � •3a �� 6� (( �� t$ 3 s- � e "il su s sal€p �gg �� �S� �_ 5� s� a $fil 41 sem ^ o z4 3� f 22 dpi s�. LtI:a . rc ii+, 0420 11 21 �E 2 3a Pt ila i.e8 2- ff i'@. Ea 2B 6i' 2 IL 0431 2 �l m m'U LU o 03 4210 1709 620 170.0 435 970.0 144 170.0 478 170.0 669 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170,0 1240 170.0 521 170.0 1688 1711.0 521 170.0 1735 170.9 521 149.1 1740 170.0 621 W J 03 48 N 170.0 709 170.9 524 1 1760 850 170.0 594 170.0 992 1709 630 170.0 1133 170.0 681 170.0 1275 170.9 677 170.0 1417 170.0 680 152.2 1522 170.0 680 135.5 1522 170.0 680 114.2 1522 170.0 690 2'76 D W r �� S some le 170.0 747 170,0 583 170.0 896 170.0 631 170.0 1048 170.0 684 170.9 1195 170,0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 1369 1443 170.0 758 117.3 1443 170,0 756 1026 1443 170.0 700 �_ W O a I- 54 N 170.0 797 170,0 812 170.0 656 170.0 691 170.0 1116 170.0 754 170.0 1278 170,0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 661 103.1 1353 170,0 861 80.2 1353 170.0 081 2 m M 60 N 170.0 885 170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 878 148.1 1218 170.0 844 129.9 1218 159.6 930 '110.8 1218 152.1 924 97.4 1218 146.1 913 83.5 1218 148.1 013 73.1 1210 1461 013 I," U Z 83 in 170.0 930 170.0 745 170.0 1116 170.0 850 150.2 1150 160.8 833 131.4 1150 163.0 914 116.8 1150 141.0 698 105.1 1150 134.2 885 079 1160 126.7 871 7 75.1 1150 126.2 670 65.7 1150 1282 870 M W z a m 2 fi 5678 170,0 074 170.0 789 152.4 1048 165.8 081 130.6 1048 146.0 864 111.3 1048 133.1 550 101.8 1048 123,4 039 91.4 1048 118.6 830 762 1348 109-4 821 65.3 1048 108.2 818 57.1 1048 108.2 1518 1:1 Z :j 8 �(„) c 72 in 140.8 080 147.9 764 117.4 880 125.0 748 100.8 880 110,8 794 889 080 100.0 722 762 883 82.0 712 70.4 880 88.2. 703 50.7 880 792 693 50.3 600. 76.5 688 44.0 880 76.4 650 2 --I ?) '£O • - - a c5 rcZ c 76 In 119.7 780 125.1 690 99.8 790 106,4 676 05.5 790 63.3 663 74.8 790 83.0 652 66.5 790 769 643 59.9 780 71.7 635 49.0 790 65.1 624 42.8, 790 62.1 519 37.4 790 61.5 617 7 Q 2.- 78 $ 78 In 110.8 750 115.5 557 92.3 750 98.1 644 79.1 750 85.9 532 69,2 750 77.1 621 61.5 750 70,8 612 55.4 750 657 605 482 760 59.4 594 39.6 750 562 588 34.6 750 55,5 596 C I-- ¢ Q -al ai BO In 72.1 563 74,4 500 60.1 563 62,9 491 51.5 563 54.8 483 45.1 563 459 475 40.1 563 44.4 460 35,1 563 40.9 462 30.0' 583 352 452 25,8 583 33,3 445 22.5 553 31,0 442 I- < CO Z •N f w o m [O KIN 59-4 495 61,1 443 49.5 495 61.5 435 42.4 495 44,8 427 37-1 495 39,9 421 339 495 38.1 415 29.7 455 332 409 24.8 495 29,1 480 21.2 495 26.6 394 159 495 25,0 390 a (n UJ y aO qo 808 In 41,7 '391 42.6 393 34,8 391 35,0 345 29.0 391 31,1 342 26-1 391 27.6 337 23.2 391 24.6 333 20.9 351 228 328 17.4 391 19.7 321 14.9 391 17.6 315 0 ug d''h o 0 W Y Y 111 In 3404 370 59,2 335 32.0 370 33.0 330 27.5 370 25.8 325 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 20.9 312 16.0 370 18.1 305 0 H p rn 8 120In 30,4 317 30,9 289 25.3 317 26.0 204 21.7 317 22.5 250 19,0 317 19.0 276 16.0 317 17.9 273 _ () m Q O O 144 In 17.6 220 17.8 203 t a R Z m f 13 CO o TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 y•= rR orx-.cc Anchor Capacity Table(lbs) ANCHOR CAP -, -' 008878t¢ 2.78 Concrete 3.58 coon. HtlbwCMU Filled CMU PT wood 446161 (DR..)x( ,,,a,,,,6)=ANCHOR CAP',,,,, PRODUCT REVISED 5/15'El. 1)4"58 5140 5/18'Elco 1/4"50 Elco 010 Steel 412 Steel 012 Moot MULLION CAP.,,,,„„„, Anchor Typo: 306'Elco Mimeos 114'670 Uleacan Uiuxon 3/16'Etc Macon 1/4'Ek0111tacon A00aGemr Mtaoon 489re54901 Wear G5 50165 Cs7 Screw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Anchor Clip Pattema ( ) ( 1 Building Code Edge Distance(Ink 1' 2.1/2' 1' 2.12" 3.118" 1' 2-1/2' _ 1' 2-1/2" 2' 3-115' Y 0.48' 0.54" 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17-0630.01 Embcdmenl(NL 16/4' 17714' 1.3/4' 1-3/4' t 2' 1-1)4' 1.1/4• 1-1/4' 1-114' ' 1.114' 8-114' 2' 1-315" tare' _ mores ACTUAL PRESSURE REQUIREMENT FOR THE .m 2 Andres 05"M1n,0.C./(2)2x5 An4000pe!(F10.1p 390919 390100 4505. 090156 1700 me 270 be ' 250189 354 66 740155 374183 72013 948 ma 341 Its 442 Its 5500.6 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Data 05/26/2021 4 Arcbo,s®3,S syn.O.C./R)215 Angle Caps/(Flu.2): 780 lbs 780106 - 790 lbs -1670 Inc 2525 00 510 mos 500183 N/A _ 1120 m 746186 080 ms 1892188 68216s 885113 1120 64 CAPACITY(FROM THE TABLE)OF THE SELECTED B 089,84003 03.71'1/10.O.C./(2)955 Angle Clips/(Fig.3)1 1120166 LL 115016.- 950 Ss 2246 6.12254 ba N/A ' 840)83 N/A 1059 Its WA 13200 WA 1022189 1327104 1550184 MULLION.IT WILL YIELD A MINIMUM ANCHOR y Miaml-0 a Product0nL tiA CAPACITY WHICH MAYBE USED TO QUALIFY --- • ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. /�//�,,�,,"",,''' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 9 FIGURE 2: %7 . ,,14(111/11171, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR D(ACTDIMENSIONS,SEE SHEETS 21-23. '125' l. % ;,,N`010 LYNN 77, • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, x_30, a��•••_,10EN,gF .., .,' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i /% ,0-•.. NO r... r� • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" .......�(- No.56705 :• FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 4 / - '/:� • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.76 AND BEAMINIMUM OF.125' i • • • • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045^THICK(1B GAUGE).STRUCTURAL STEEL TO BEAT 30'BAY i • / %AO•• STATE OF �� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION /�/�.& - •,. ,. �9: • • THE MATERIAL,#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �CCsn ••, ORID?,.•' \Sym • ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ,���Sj��NAL�NG I A.LYINiht MILLER,-P-E.- - - FL P..E.#56705 • . . . . . qC x 61 . . • TABLE 16A s IR a ._ Mullion Capacity Ttlble QbsM2j n Y Opening Width(for vertically-spanningmllions)or Opening Height -_ir•4•-6y-spanrirg tragions) k� '.d 5� 50 in 601n 70 In 8015 901n �� 120 In 140In 18015 v LLa Rectangular TmpR6ag. •Rectangular 700975ana. Rectangular Tap7Tdan0..Rectangular Trap/Tdong. Pen 101ar 1194047/Ong. •Rectangular TlpST4ang. Rectangular TraplTdang. Rectangular TrapfTdeng. I Rectangular Tra11,516n0. NI' 326"41 Loading Loading Loading Loading Loading Lassoing I Loading Loading Loading Loading i Loading Waring Loading being i Loosing Loading Loading loading L g.- u DECAL .f.: a a a a a i r '•a a t a A• a a a F a a a a a a _r, BAY MULL m a a sF.. .-. ., ... .,.. A m a a a as 6 A a a.. 's a m a •. to $ 0f, 8 as is of o6, o9. 4 �� 9.t &I s Lisa a Ili p.3 N 3 Se v $ v Ha x916) v 3 u cR v O v v v CR 8 cZ S` ci c��IS o' 430 - FF-- _f 'e g a.. A. .g €2r s� o� he kg t14g Qg `@ 5$ hi €g 3 r_f .g og b'e 9.R (te a SII n� 5 �' g 0.E � a.R so U W a� sa 3'" a s _� a > to a �„ a 9. a o� a � s $ S � c a a z "` " g� . g 50 1,2 2e .1. '21 1,2126 .1. <so 9)� <.2. 2e .1,21 1.2 .ge 11 �o .h §a �� �a �_ 2• a:.ga . 0A 2i �1 a W ---- 4211 1700 620 170.0 435 170.0 744 170.0 478 170.0 088 170.0 Be 170.0 992 170.0 519 175.0 1110 072.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 1170.0 1735 170.0 521 1 160.3 1871 1700 521 N J CCD I J 48 in 170.0 706 1790 624 170.0 650 170.0 584,170.0 097. 170.0 630.170.0 1133 170.0 661 170.0 1275 170.0 677 1 170.0 1417 170.0 680 163,7 1637 170.D 680 '140.3 1637 170.0 680 122.8 1037 170.0 680 - 50.675 in 170.0 747 170.0 563 975.0 895 170.0 001 1 170.0 1048 1700 604 170.0 1195 170.0 723 1 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 759 1291 1552 170.0 756 110.4 1652 170.0 759 W 0 c F - 54 In 170.0 797 170.0 612. 170.0 956 170.0 691 ,170.0 1118 170.0 754 170.0 1275 172.0 803 170.0 1434 170.0 837 1552 1455 170.0 858 129.3 1455 .170.0 681 110.8 1455 170,0 661 97.0 1455 170.0 861 E CO M cn W • co rf►�170.0 885 170.0 701 170.0 1063 170.0 797 1170.0 1247 170.0 076 157.1 1309 170.0 044 139.7 1309 170.0 996 104.8 1309 157.1 682 :69.8 1309 157.1 982 78.8 1309 167.1 982 ///���//�,r�// )- (�.3 0 631 170.0 930 1700 745 170.0 1110 170.0 650 1192.9 1247 170.0 940 142.5 1247 164.5 983 1 • .•• 114,9 1247 1 , 95.0 1247 136.2 638 81.4 1247 135.7 935 1 71.3 1247 1357 535 k9.4( / ,r�Q�'t. 2 W Z 1 / to ? n EL m Ui 686 m 170.0 074 170.0 760 170.0 1169 170.0 907 1 148.4 1100 103.7 905 '129.9 1193 147.9 945 115.4 1190 136.5 528 m.• .• 1284 914 06.8 1190 119.5 895 74.2 1160 118.1 693 64.9 1190 116.1 893 Z y z c LI J 3 J€ 0 sU 72 in 161.6 1010 169.6 877 134.7 1010 144.6 859 �'101.0 1010 116.7 628 !89.8 1010 105.6 817 83,8' 1010 08.0 607 67.3 1010 90.8 795 157.7 1010. 67.8 790 59.5 1010 87.7 789 1�� W '' 0 E2 > > 8 ,2z 7615 177.4 650 l 143.6 782 114.5 806 122.0 775 98.1 006 107.1 761 85.9 aria 86.2 749 •763 900 66.2 738 08.7 e06 62.3 720 57.3 906 74.7 716 48.1 000 772 710 429 909 70.6 708 y J Z 50 7615 127.1 861 1325 754 105.9 861 112.5 738 90.9 881 98.9 725 79,4 881 88.5 713 ,70.8 861 81.0 703 '636 081 75,4 694 53.0 861 88.1 681 145.4 001 64.0 675 1 39.7 081 63.7 672 2 11-- Q a ''a 901n 82.7 648 05.4 574 68.0 6413 72.1 584 1 59.1 548 629 554 51.7 646 58.1 545 48.0 646 50.9 537 141.4 546 47.0 530 34.5 646 41.5 518 29.5 849 382 511 25.0 646 36.5 507 1- Q m Z '� 08 In 682 568 70.1 509 58.8 568 59.1 499 48.7 506 51.4 491 !42.0 560 45.6 403 37.9 568 41,4 476 34.1 568 38.1 470 26.4 566 33.4 459 24.3 589 30.5 452 21.3 588 25.7 447 a rr j m o 0 m0 � ��6> will� 1081n 47.9 449 48.0 405 39.9 449 412 399 34.2 449 35.7 393 '29.9 449 31.7 357 260 449 25.6 382 23.9 449 26.1 377 200 449 22.7 368 17.1 449 20.4 361 115.0 449 18.0 358 / n W C� 11115 44.1 425 45.0 385 38.8 425 37.9 379 31.5 425 328 373 27.6 425 20.1 367 24.5 425 262 362 22,1 426 24.0 356 164 425 20.7 350 15.6 425 186 343 ,. 0 nin cn 1291n 34.9 354 35.5 331 29.1' 354 29.0 320 24.9 394 25.8 321 21.8 364 228 317 10.4 364 205 313 /17.5 304 167 309 I ii) 455 Q 144 b 20.2 253 20.4 233 16.8 253 17.1 230 ' 1 K D-C Z m rn CO TABLE 165 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 5 O s0 o sa°Y Anchor Capacity Table(113s) O r• S P,-,k- Substrate: .,rc. ANCHOR CAP.,,.",,,,, _ SuStrafa: 2Tk C9rncndo 3.6k Com. Hollow CMU Plod CMU PT Wood Metal {OP°}X( ANCHOR CAP,.., &113"Elea 114"S5Eko5/18'Eko 114"95 Elect 010 Steel 012 Steel 612 Sled `MULLIONCAP.,,rPRODUCT REVISED Anchor Type: 3115°Eloo Ulu9con 1/4"Eke Macon 3/16"Eko Ultracon 1/4'Elm Deacon as complying with the Florida tdtracon A80.Ga10/ U@eo00 Aggrebalur Snow(G5)Screw 0351 Screw(G5) USE THIS FORMULA TO OBTAIN THE°ANCHOR Anchor CGp Patterns Building Cods Olam Edge % e Mt 21/2 1' - ..... 55118' 1' 24/2t• I 2-102'' 7118• 2' 0.48' 0.54' NOA-91 0.324' CAPACITY REQUIRED°CORRESPONDING TO AN NOA-No. 17-0630.01 Embedment M): 1 " 1714' 1-3(4• 1314• 2' 1.1/r 1.114' 1.1/4' I 1-114' 1-1/4• 1.174" T 1-318" 1.316• lodes ACTUAL PRESSURE REQUIREMENT FOR THE Anohon®6'Min.O.C.1(2)0,5 Ange Claps/(Fig.I •• 350 to 45015 890 159- 70059 270104 28015 3540'0 74015' 274154 720104 940 to 34154 44215 56051 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4•, ., w 'm•.. 4 •• •.20 7605s 780 Its - 790194 • - • 25256.0 540100 560 lbs N/A _ 1120154 74815s_ 850 lbs 1592 lbs 68251 885104 112015 CAPACITY(FROM THE TABLE)OF THE SELECTED /' 6 Anchors®2.71"Min O.C./(112x5 AnO+o Gips/(F0.3): 112010s 112054 05815 ' 224615 2254 5s WA 54015 W5 1059160 WA 132050 NIA 102215 1327 Ihs 1080 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 14___. hStil ,/ CAPACITY WHICH MAYBE USED TO QUALIFY Miami-Da roduct Control \ A 1�� w ADDITIONAL ANCHOR OPTIONS FROM THE ivi (/J r({4/L ANCHOR CAPACITY TABLE, FIGURE 1: TABLE NOTES: • , _ .:3,.....\ SEE SHEETS 2-4 FOR1)SEE SHEET 1 FOR INSTRUCTIONS ON GENERAL INSTALLATIONG THE N N METHODS, SAND SHEEP 25 FOR INFORMATION ON LOADING. /////�'•.,,� FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. E 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, ,�. // ��7111 IY LYNN1 ,,//7 • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • ,125" -4 �, a0.•••'•, 4,b i, `',.- L FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. // P�1: LIOENSF••;(• ���% 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED • 'y 73250" _*: No,58705 - FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED / -1, • • 0 - • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" • ,� /// -0 _ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45°BAY 3 �� • LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION �///��/ ��,�,'•, TATE F ..1,,,.....(4,1-::::: '(vim` • • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. > ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. �iIi/k91ONgqL ENG's • A.L'YNMIMIL5LEfZ,P.E. -- - --- � FL P,E.#58705 • - - - ---- - • • ti1.000^-1 h-1.250-1 a --1 1.000' 1-- ---I 1.000" f-- T- / r / - x f v . L -{ 000 - 1coo �- I -- .125• ig' -.725" % L oY- LL/ % i -125" G 2.750'I 2.750 % .126' . . iii 125' 5 I 125'2000'i 2.000" i i .- %2 265t,--6LU _ t ,5 � .125' • , " .126" Oj • / I �.��G_ �,�/ - .375 L / .375 - f f _ I .900" r 2 J u) • 1"X 2'X.125'MULLION 1'X 2'X.375'MULLION • 1'X 2.75"X.375°MULLION 1-X2.75'X.650"MULLION 1'X 3.125'X.5°MULLION 1.25'X3.188"X.265'MULLION 128'X 2.11'X.125'MUWON K M . 6063-TE ALUM, 6063-T6 ALUM. 6063-T6 ALUM. 6063-16 ALUM. 6063-76 ALUM. 6063-16 ALUM. 8063-T6 ALUM. N 4 X-SECTION 8-SECTION XSECTION X-SECTION X-SECTION X.SECTION *SECTION ID j Z S ILI x.125" 1`-.125" -11^.125° I- O co 1 �i � TABLE A z W m 2 i % STANDARD CLIP • % 2X5 ANGLE CUP Z 2 oU iI. i 1 6063•Te ALUM. Dimcnsiort Value(In) For Mullion: w ❑g s0 6063-T6 ALUM. / / / 2.000" i % / i 2.125' *SECTION -- -- ___.. = E *SECTION i / u-cup 2.000"r A 1.825 I- J 5 o rc°Z i i 1'X2°X.125" Q .1 I i I j 6063-TB ALUM. I .125" B 2.654O t- 0 .125° / , X-SECTION / Aluminum z Z Q W W %.% 'SWA i C 0.895 Tube Mullion . 1- F- Z-_Z 60 D 0.740 Oa co Q 50 80 .125"311 4-5 1 n Z. 8 .740"f� - A 1.125 1•X2°X.375" N W 0 5.500' B 2.404 Aluminum 0 . 719 R. CD 3125°---1 CUT HERETO .375' 5.000' -{ C 0.635 Tube Mullion V Q .MIN. r_CREATE FCLIP,SEE MIN. C I ,375°MIN. I-"- D 0.490 Q,.= Z 3 O MIN. DETAIL F,SHEET4 ( A 1.875 �- D-'6 ., m� II .338MIN. 1"X2.75""X o -.. ,:1o2r , u-CLIPB 3.000 •375 Aluminum L 6063-T6 ALUM. I 2X5 ANGLE CLIP C 0.757 Tuba Mullion TOPVIEW 6063-rfi ALUM. PRODUCT REVISED TO76 ALU D 1.118 as complying with the Florida 1__ BuildinCode rX STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 1°X2.75"X NOA-No. 17-0630.01 • 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-18 FOR THE B 3.000 ,850' CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR Expiration Date 05/26/2021 WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/16". C 0.478 Aluminum SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED - D 0.636 Tube Mullion By DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER,ANCHOR DIAMETER-I.1/16°. SHEETS 5-17 FOR THE A 2.000 MiamiProduct Control ANCHOR O.C. TABLE B 1'X3.125"X DISTANCE MAXIMUM PGT Parte B 2.637 ,600'Alum • ANCHOR HOLE Mull Dimension(sheet4) C 0.863 5.500" 1 •375' DIAMETER:ANCHOR Mullion I Std.Clip Offset Clip U-Clip Angle Clip Tube Mull .375' 1,,,)IN. DIAMETER+1116", D 1.137 MIN. 1"X2°X.125'(5) 66605 666113M 6661118M 666243M 666511M A 2.625 r • r 1 1°X2"X.375"(6) 666006 666114M 6561119M 666244M 666512M B 3.262 1.25'X.5X .188 um 1"X2.76'X.375"(7) 66607 666115W 6661120M 666245M 666513M C 0.862 Tube Mull 1"X2.75'X.650'(B) 66608 666116M 6661121M 666246M 666514M 0 1'782 `001,1::://, °' 1"X3.125"X.500"(9) 66637M 6661116M 6661114M 666242M 666515M 1.26"X2.11°X `�.`a�`yY LYN/y ,� I A 1.813 .121°Alum . .,'•• LICENSE../e.a 'i J L 1.25"X3.188"X.265"(12) 66641M 6661117M 6661113M 666241M 666516M Tuba Mull R';' ';%F J 1.26"X2.11"X.125"(18) 69370' MA N/A N/A 666517M -*,' No.58705 OFFSET CLIP NOTES: 125° 6063.76 ALUM • 5 I TOPVIEW • 4%,„„.,'•,• S ( 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 10.i .740° I i -I i( .''-FCORIDP•.•'G.�� 1 - • i - 2)SEE SHEETS 5-9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. �,�S/n ���� 1 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.t fwe.E.------ FL P.E..0 58705 • j 1.009" 1- -1 1.009" 1.osz"-I� _ .,. 749° � S v/% .0 ° 5 � S{H-{�.1zs - 1(-.1zs (.- 1111 062" V i !,_ .438" % j I / 1 / / .� m / % % / / .125" i I 1 I11.1 / / I / 4.000" / / % % STANDARD CLIP / / r oY'V / r / I / / g 2.125" r 4.090" I 4.000° / / / I 2.000° / / 2.625' / / 6083-76 ALUM. / / / 2X5 ANGLE CLIP / I I / I / r 2.000"r / / / / , / / / U-CUPr / / 125• 5 / / r 5 X-SECTION r 0 / 6083.78 ALUM. / °J / / I i 6063-T6 ALUM. i X-SECTION .125' N LO i .125" i % j .125" i i� X-SECTION iN sU .126° % i .031° G % %i,� %ii./1 Z v N W -- % % i $ i% .125°� 0 W 0 .125' % /,�� /� DASHED BOCalTER OF UNDARY.SEE SHEETS 10-20 FCHOR HOLE MUST LIE IOR THE j W 1 /Diol i co ///////.375" .155.1%,,i/ .375° ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR g CL m 2 ' �' 7 J HOLE DIAMETER:ANCHOR DIAMETER+1116°. • W 03 'a , 1`X4°X.125° 1"X4"X.375• 1'X4"X.375" 6.600° m Z cam+) In MULLION MULLION "T"-MULUON CUT HERE TO 5.000° H.375' p co CD 9063-TB ALUM. 6063-TB ALUM. 6063-T8 ALUM. 375• 3.125" -1-CREATE F-CLIP,SEE •375" MIN. (n z XSECTION XSECTION X•SECTION MIN I DETAL F.SHEET4 q _1 "' Z Q ONLY ON L250' i1 '375' 1.594° r CENTER OF r 375° ill 1.594° MULLET , ANCHOR HOLE O O r MUST LIE WITHIN MIN. J D_ 1Z rr r J 41.. � VERSION �i `"r j/� THE DASHED Q , j/� BOUNDARY.SEE F U `- Ill $ / F SHEE 010-17 S p N i_. -4( 4 !, i 2875"� ___ _-_ C FOR THE F ___-_-_-_ rt F, •Z. co to r r i_ 0 F ANCHOR O.C. U Q .210;10 i .100" -i i 3.94" DISTANCE Z A o 3,250° i MAXIMUM W O i - .100° r 5- 3.250' 0 ANCHOR HOLE W J Y `1 CO co IL 51 r' i , ', r ANCHORDIAMETER• U Q / .1DD° L J L JL i i 5,i .100° / DIAMETER+1116'. a e a,cn 0 ..e , ��,j,w.624" % .-_ 2X5 ANGLE CLIP 0-.6 U>p �' �/ 624' rr. STANDARD CLIP 1.1-CLIP 6063T6 ALUM. .. 5IX'''.EY .620" -1.820" . r a _� 6063-T6 ALUM. 6083.76 ALUM. TOPVIEW A g•-=pW-, 1.250" 1.250° CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW --i •820" 1-- WITHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED 125°X JN.100` 1.25"X 3.25"X.624' 1.25'X 3.94°X.824" SHEETS 10-17 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. as complying with the Florida Ml1LLILLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmendon Value(In)For Mullion: Dimension Value(In) Far Mullion: Building Code 6005-T5 ALUM. 6005-TS ALUM 8005.78 ALUM. DIAMETER:ANCHOR DIA,UETER+Ms". F 3.687 1"X4°X F 1.936 125°X 3,25` NOA-No. '17.0630.0'1 • %-SECTION X-SECTION X-SECTION G 1.000 ,125" G 0.500 X.824° Expiration Date 05126/202'1 • '{ IH 3.000 Tubeeminum H 1.438 Aluminum By - 2.661' .rte ..--- 3.469"125" .375" 5.500° I .375" I 3.000 Mullion I 3.250 Tube Mullion iii MlamlNaae induct Control -� .125' 1.877° //i.,, MIN. F 3.187 1"X4"X F 2.825 1.25'X 3.94" ,./..• G 0.757 .375" G 1.125 X.624" I..-- 10 �/�,,,i�,,,_ // I H 2.430 Aluminum H 1.500 Aluminum u� t %% //� "'��� r-_- ---� I r l I 3.000 Tube&"T' I 3.250 Tube Mullion I lir/ / F 2.250 1.25"X325" F 2.813 30'Bay Mull 0R. I �� I G 0.750 X.100" F 2.875 45"Bay Mug • .125° �� I H 1.500 Aluminum .125° 45° 2.250° I ci �° �/ r I I 3.250 Tube Mu61on Z .53 I 3.250"AS°BAY MULLION�� I 3.250" TABLED w `\111111 I I l I rryrrr 30°BAY MULLION ! / 8063-76 ALUM. ,, �, • L 1 L_ J Mull Dimension POTPartes �1�,rpNy�!;NIV %,� fi083-T6 ALUM. y I / X•SECTION r, 1 I (sheet 4) Mu1Ron Std.Clip Offset Clip U-Clip IAnale Clip j �� V•10EN@F '•.(�= %-SECTION 5 4., / // I CLIP 1"X4°X.125"(10) 69351 668111M 6861122M 666241M 666518M Z °•.11 j;/�di .1=a/%e."1-.9a1--1 TOPVIEW.125' 6053.78 ALUM. 1'X4-X.375'(1I) 66810 686112M 6661123M 6662A2M 666519M =1k; No.58705 228"J 1-,981"--I •�fi°J I-'.81°^I .740" TOPVIEW 1'X4'X.375"'T(11) 66853 668112M 6661123M 666242M 66651Mrl -..';J NOTES: 1.25"X3.25'0.100(13) 20160120312 6661127M 6661124M 6662410M 6665115M1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25"X3.25`X.624`(14) 20181120316 6661126M 0061125M 6662411M 5665116MEO1.25'X3.94'X.624°(15) 20162 6681117M 6681126M 656241M 668517M ORIDP.•••G���, 2)SEE SHEETS 10,11,13-15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 66649 N/A N/A WA 6665110M ''/,1,/,,,/,,,,10‘�p1VAt E1`7� 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -45 Degree(20) 66650 WA WA WA 6865111M _ N _ a. A.LYNN MLLER,P:E-0 --- 0 FL P.E.#58705 TABLE E Mull Dimension PET Part# 24' R8 (sheet#) Mullion I Std.Clip I U-Clip I Angle Clip 71[-'125. -11-.125' �•ty5. ( 8� . a 2"X4'"X.25"(15) 66602 666261M 686271M 6665112M j • i 1 1 % STANDARD CUP j I i U-CUP / 2%5 ANGLE CUP I- �- w 2"X6"X.25"(17) 66604 666262M 666272M 6665113M / / / / / :w1 v j 6063-TBALUM. 6063-T6ALUM. 6063-T6 ALUM. 2.000" r, ' X-SECTION 2.125° i X-SECTION 2.000' X-SECTION • n NOTES: 1 j 1 N i i .125' i .125" .125' d b O 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING / DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. '!"",,,','',,,,��ow���x� ���..�vv..� -F / WW Z "+N W - - - - 2)SEE SHEETS 18-17 FOR SUGGESTED,APPROXIMATE I,.--1 4yD°--I r - W O_ _ HOLE LOCATIONS. 1.490' J O 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. J • 5.500° D_A CUT HERE TD 5.000• 375" u W U o o F 3.500" CREATE F-CLIP, e: W (n C) fn 2000° .375" FO I_SEE DETNL F. .375° 375° MIN. ZO W . vi//////////////% MIN.' SHEET 4 MIN. T_ N r n • • / i. w m 1 • T w p 2 8 8... O 250" 4.000"2"X 4•X.25 ---- --- 3.438" E 3.438" i 1--------- Z A Q N 6063-T8 XSECTION I 3.438" • MULLION .1 • a ZQ.06 zgado aP 1 .375" O z n cT o L--_ _ � L 1 MIN. "c7 w 0 Y Y Go co ''- STANDARD CLIP 1 2X5 ANGLE CLIP c0 U ¢ O O /// I CENTER OF ANCHOR HOLE MUST LIE 6063-16 ALUM. U-CUP,60x'3-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6063-TO ALUM, S D¢,•= z fA cn SED FOR 2"X 4"MU W ON,SHEET 16 .250" WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW }a k0 ,-0 • SHEETS 16-17 FOR THE ANCHOR O.O. TOPVIEW SHEETS 16-17 FOR THE ANCHOR 0.C. O ,-f 6D � DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST UE DISTANCE.MAXIMUM ANCHOR HOLE O F o m A ,i, DIAMETER ANCHOR DIAMETER+11(6". WITHIN THE DASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER+1116". SHEETS 16-17 FOR THE ANCHOR O.C.. PRODUCT ggREVISED 5.500" DISTANCE.MAXIMUM ANCHOR HOLE es Building complying the Florida CUT HERE TO DIAMETER:ANCHOR DIAMETER+1116".• 5.000+ NOA-No. 17-0630.01 2000' 3.500" I CREATE F•CLIP, r- -� .375° 2SEE DETAIL F, '375 .MIN. Expiration Dal 5/26/2021 MIN. r- MIN. 2 - ///////////// III SHEET4 l .375• TTMIN. Mia, e Product Control 1 Illi • 1 .250" 6.000' 2- ___ _-_ 4.688° rC5' fi.438"2 + _-_-_-_ `,i111111171,,1 • 5.438' `��aoNY�yNN9'::: 6063-T8 ALUM. No.58705. MULLION P%-SECTION .375° *7 ' 76'- • ' - - L MIN. 173 ... T OQck it �4',. • STANDARD CLIP - U-CUP 2X5 ANGLE CLIP %�S ••. ..••.''.\•• .250' 6063-T6 ALUM. 6063-18 ALUM. 6063.16 ALUM. '/�/SI IVAL NG`\` TOP VIEW USED FOR 2'X 6'MULLION,SHEET 17 TOPVIEW Ill TOPVIEW A.LYINiq hiliLLP'R.R.E.- -- ------- FL P.E.#58705 • .1 • • EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF. 1 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32•+32*1"=65'.REFERENCINGSHEET 25.THE COLUMN USING 0..Ha NO ANCHORS 1 HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULUON TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED � Y Jl\ DESIGN PRESSURE OF+80,0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE 4' o Q -SEE `SFE 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*1-58.3 PSF AND WOULD gd 0 - , FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. o g °j PRODUCTS SHEETS a� APPROVAL\ 5-3 FROM TABLE 4A,SHEET 8,THE 1"X 2.75'X,650'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+!_727 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE ,Co!. 72• — . — OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. InN MULLION U LENGTH I 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 d.y . 4 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. zCr) N* W • DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL OJ SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE j 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. .. U) L___J IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS 1/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72YOF 838 LBS 7 PSF WITH AN ANCHOR CAPACIT .ALTERNATNELY, W O r CD 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: CO CO Ill -3T 3r -i'`"""`WIDTH (60 PSF)X( 636 LBS)=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) • Q OPENING MOTH ' 72.7 PSF • 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 = O • DESIGN PRESSURE OF*50.015 Q 5.0 PSF. r FOR THE VERTICAL MULLION: Q rn 'a 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, < Zr THE COLUMN USING RECTANGULAR LOADING SHALL BE USED,SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8°AND WILL N U)., a Opo EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. V) __ a 1.11 CL . SEEDETAILS, FROM TABLE 3A,SHEET 7,THE 1°X 2.75'X.375"MULLION(LENGTH=108".OPENING WIDTH=80°)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS*/-15.1 PSF C_ 2 R coRNJLLWIDTH-1r-fsHETs 2a AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. 5 Q 0 ./0". _1....., �` FROM TABLE 12A.SHEET 16,THE 2'X 4"X.250"MULLION(LENGTH=108",OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a W Z m t0jJ 0 FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. > O x0 Ce 3T FENESTRASEE TION DETErA RS, ` BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2=74",NOT 73"AS PREVIOUSLY } $"' m 2' ¢--, PRODUCTS SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PRODUCT REVISED APPROVAL 24 THE 73'DIMENSION(35-12"+35-1/2'+Y=73")N . as cam 1 Ing with tho Florida r-i-r r II! -! 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Building Cade VER CAL I-�_ . 1 I 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. NOA-No, 17-0630.01 MULLION�' 1 ' USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND o Expiration Date 05/26/2021 LENGTH �"SEE L�) SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. & DETAILS, DETAILS. > BY OPENING SHEETS 2-4 1HEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT w Miam- do Product Control- ,. FOR BECAUSE THE VERTICAL MULL WILL BE 2"X 4"X.250°MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER UT HORIZ. MULLION TYPE COULD BE CHOSEN. r i MULLION I 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32°+72"+2°=106.REFERENCING SHEET 26,THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAY BE o I USED.FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250'MULLION(5 LENGTH=42",OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE E REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. DETAILS,SEE 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMV JAMBS ARE 8" Li I 111SHEETS I WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH �I1 2-3 (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 1,111 I I I i I 1,, ] 'mm��� ANCHOR CAPACITY OF 521 LBS. . D: ,711 NY LYNN ,'., 4$!! tz °gyp•.,-,..,Ndi o 38",NORM,___11..._ 36•,HOa2. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 1213 FOR THE U-CLIP SHOWS THE ANCHOR ' . , ' `KENS/. /(C.% MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE !,2 . Q': -, 4 OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE ISA#12 STEEL SCREW, H- * No.58705. ,f FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: o'- � * I +/-64.7 PSF FROM THE VERTICAL MULLION; C A ��-,^ (Y\ I +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; c ,v`��7� - FJ•-7,.11,/ S +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ® :OT•,. STATE QQQFFFF,,,, (V THE LOWEST DESIGN PRESSURE IS+1.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. . • ., C5.•'•-tORION.'•GS.' VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION Ir ''�,,OPTJA E' LL ° PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN a A.ONO MILLhh,.P_E.- ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. • U FL P.E.#58705 ) a 1 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALlTRIANGULAR LOADING: i I I 1 C A. iv %'�%`^� "MUM.% PW gm L_.__ - ��z If I. PW =.I / ///// /// • Will ::6-C LL • r- 1% II / /I / / un IP'!! La 1F- �. / ZW��11 � " W4. LOADINGOFVERTICALMULLION LOADINGOFVERTICALMULLION / / Ir NS / /SILLOFWINDOWSNOTANCHORED WIT1iINTERSECTINGHORIZONTALMULLIO HINGED �1 ~ Z DOOR II I O • s. 4 I� __ _ z Z a eU SGD T. _ I t/I I Y I]_�_ _' LOADING OF VERTICAL MULLION w m. �'r g In Az, • , --– ` LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d ns U.- N. ialliiiTh �� a o 0 :- �� i% I I . W o . / I All, II � �//'.`� w z / 110-2,, / I _ w _ . _u r— –� .mit. Et o Y Y ` SH/DH 0 /s�H I, H II. /I ��; _I�� 'I 1���_ ! /��I '��� .a v o a 1/ 1 /II it—== I III SH/DH /".‘, SH/DH II l ��r— --- IIS, 1 O/ ¢.-' z,co ren f /�V II+ • 4 / , II% �I�, I a a.1 mp j�� t �I III / ILII I 1I�I//IIr• SH/DH —' yC �Ip �' I. III i1 7�/IIIL/M'i 1 I PRODUCT REVISED/ ascomplyyingg withtheFlorida• LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION lifilli Building Codo SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULUON II / <I? I 1 �j NOA-No. '17-0630.01 HR V� 111 i En Italian Date 05!26/2027 LI P _1./..0ittiL __ —� LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL 5Y / I rr�- - MULLION Mla i-D o Product Control -' — PW HINGED �" NOTES: DOOR /� A Jr �'-'- -------1 - 1)DRAWINGS ARE RERENTATIONSOFTYPICAL ll—I , I J/ I—" �• -CI. • ----;I !SC!!D5OCV::TR TYPECANNOT SE I / DING • i;j ' ' APPROVAL FOR :*;' NO.58705 { I ACTUAL ANCHOR LOCATIONS. _ n� •*- LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION / • `"O.•:v' - PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS • — SGD AOT'•,• TA d ,:4 LOADING OF VERTICAL LOADING OF HORIZONTAL -- -• - - ��s/�NAL�N/P A.�LYNNIMIlt6E�`,- P.E:— MULLION MULLION FL P.E.#58705 ._