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Home My WebLink AboutProduct Approval (2) Florida Building Code Online Page 1 of 2 SCIS Home I Log in i User Registration Hot Topics i Submit Surcharge ; Stats&Facts j Publications ; FBC Stall,j BCIS Site Maps Links ;,Search i db a 2,, ` , J rProduet Approval .�,�,', USER:Public User c Ipg11.:5 `1. r4liz"l LN '�O ('Y3d'kai Product Anoroval Menu>Product or Application Search>Application List>Application D Pyj' _"'��• ': '•, FL# FL261-R11 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments =REMvr-0Archived 10Product Manufacturer PGT IndustriesAddress/Phone/Email 1070 North Veenicel FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowskl@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosawski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL 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 httvs://www.floridabuildiniz.ore/ur/br anp dtl.asnx?Daram=wGEVXOwtDauaucoIwmuGt... 2/20/2018 Florida Building Code Online Page 2.of 2 Date Approved 12/09/2017 Summary of Products FL# Model,Number or Name Description 261.1 Mullions for All Doors and Windows Aluminum Mullions Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL261 R11 C CAC 17063001.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance 11261 R11 II 1706300I.Ddf (NOA)for product performance information,and mullion clip' Verified By: Miami-Dade BCCO-CER anchorage details. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Nezt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:B50-487-1824 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 reques4 do not send electronic mall 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 statures,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls 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 dick hem. Product Approval Accepts: CR9IN" Credit Card Safe II https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquaucoIwmuGt... 2/20/2018 COPY FILE MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T_ (786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA rniamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 LR1:UCX 4 2019 SCOPE: Permitting This NOA is being issued under the applicable rulenfN� g 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 shallnot 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 perforin in the accepted manner, the manufacturer will incur the.expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, - prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: ".Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there'has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 17-0630.01 MtAhtt oaDe eouHr�r J Expiration Date: May 26,2021 Approval Date: November 09,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 10-0819.05) 2-. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. 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 511, Edition (2014) and-with FBC 61 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No.17-0636.01 Expiration.Date: May 26,2021 Approval Date: November 09,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-6t'' 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. ' t . I I 9 S 6 pp t Jorge M.Plasencia,P.E. a P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date::May 26,2021 Approval Date: November 09,2017 E-2 s SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN AUDITION TO ANY ANCHORS REQUIRED FORTHE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN,EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR ZX WOOD BUCKS IF USED, GENERAL NOTES..........-_..-„......I MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. I FIGURE t ELEVATIONS ........................1 MULTIPLE FOPENING WIDTH FOR VERTICAL MULL ARCHES TO BE* 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.muLuoNs MULL To 2X WOOD 2 MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS'FREF-FLOATING"AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO IX&MASONRY-.__2 SEE DETAILS INSTALLATION NOTES ILL NOT HAVE A OAP OF MORE THAN IM FROM THE CLIP. MULL To MAgONRY_,* 2 v LO -SHAPEREC7ANGt3 c%I 'SHEETS;.! MULL TO STEEL 3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL-,.._._.,.,......._....__3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.L/180.THE 1/3 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS__4 0 IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION............4 z ft w I X2X.126 MULL SPECS...........5 w 0 7 7X2x. MULL SPECS-__-$ _j V) 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERSAmc,IS BEYOND THE SCOPE OF THESE 11 X2.75UX1375 MULL SPECS._7 fL INSTRUCTIONS. I X2.75 X.0 MULL SPECS____8 SEEDETALS 1 X3.125X.5GO MULLSPECS-.-..9 z 11i6)USE THE COMBINED WIDTH OR HEIGHT OF ONLYTWOADJACENT FENESTRATION PRODUCTSTO DETERMINE PRESSURES AND 1 X4X.126 MUU.SPECS_._._I0 (9 UJ 0 a SATHRU 0; ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER I X4 X.375 TLE MULL SPECS 11 - ca - MEETS 2-4 SEE CErAILS It cn ATMRUG; X 4 X.376-r 14ULL SPECS 11 ID UJ ONLY TWO ADJACENT UNITS ATA TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.TmE,LOYVEST DESIGN I P U) 126X3.18 X265MULLSPECS.-12 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY, 125 X 3.258X.109 MULL SPECS 13 OPENING 0 < VERJ% 26 X 3.2S X.624 MULL SPECS 14 z z LU z X MULL FOR 0)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND LIP TO THE NEXT SIZE SHOWN ON THE TABLE(BL 1.2SX 3.94X.624 MULL SPECS__IS eo LENGTH HCRrZDNTAL 2X4X.2SMU1_LSPFCa...__.._...16 e L 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 IX � SEE DETAILS, HE 1 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1.20 X 2.11 X.126 MULL SPECS-.,18 z Z < AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 3D"X 325 BAY MULL SPECS,_ 19 2 'z < 45*X 325 SAY MULL SPECS_-23 SHEETDIMENSIONS—-21.23 P1 _ REACTIONS. MULLION A CUP DIMENSIONS—-21.23 < 0 z jN z: EXAMPLES I&Z ___24 z N, FENESTRATION 8)REFERENCE:TEST RrPORTS!FTL-6443;ELCO,ULTRACONIAGGRE-GATOR NONS LOADING EXAMPLESES ........_25 'PROCUCTSMAY (5 MUS TYPE. Lu MU 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING LU 2 ST13E CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH 0 z MANUFACTURED I- SYPGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Uj < 0 0 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7 EL U) (0 90 HORIZONTAL A-D.G.14; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL SHEETS 2-4 WIDTKHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS IqOA. LENGTH PR013UCT REVISED kRIZONTAL with th.Florida MULL - 2'UP LENGTH INSTRUCTIONS: Solid B"Ei"do. NOA-No. 17-0630.01 ADDITIONAL EXAMPLES Of MULL CONFIGURATIONS 1)DETERM INE THE DESIGN PRESSURE REQUIREMENT(LBSfFr)FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 0512612021 f--HORZ MULLLENGTH--{ 2)CHOOSE MULLION TYPE THAT WILL FiTTHE DEPTH or THE FENESTRATION PRODUCTS FRAME DEPTH. Byu-m,�mue Product Cont LENGU. i-OPENING WIDTm__1 - .1. rat TH F / 3)REFER TO SHEEr 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR!OR-TPJANGULARrrRAPMIDAV. OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACRY(LBSIM FROM TABLES to THROUGH SOA,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE ME FOR ILL HOGHT LEN” HORIZ. VERT. MULLION 92ITY(LBS/Fr)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE R99UI!IEMgNT(UISIFP)FOR THE OPENING OBTAINED IN MULL MULL STEP 1). 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS.THIS VALUE L L L 701" REPRESENTSTHE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. SINGLE MULLION SINGLE MULLION OPENNG WIDTH FORVERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE LYNN 77TH. OPENING'MOTH ANCHORISUBSTRATEIANCHOR-CUP PATTERN MAYAPPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR -4 ...... FORVFFkn=ALMLLL CAPACITY IS MET. SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE I ABOVE. 7)IF THE MULLION CAPACITY(LBSIED OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT)FOR THE 1 N0,59705 OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA'TO 013TAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE -0 :2017 FLORIDA BUILDING CODE(FOG),STH EDITION 2014 FLORIDA BUILDING CODE(F8C).STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIM FOR THE FENESTRATION PRODUCT70 BE USED AND COMPARE WITH THE FINAL MULLION E p .ANSI/AF&PA NOS-2015 FOR WOOD CONSTRUCTION CAPACITY ILBS)FTI)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF TH E TWO SHALL APPLY FOR THE ENTIRE.MULLED FENESTRATION Pit IIALLIMINUM DESIGN MANLIAL,ADM-2016, PRODUCT ASSEMBLY, *AJSI S100-12 NAL &AISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. A.L kmajuffY.E. FL REA 58705 1' gg DETAI L A: DETAIL B: MULL ON MULLION TO 2X WOOD BUCK UCKSTRIP MULLION MULLION ATTACHED TO 1X EiANCHOR 2 OR WOOD FRAMING —PER R SUBSTRATE,BUCK AND MASONRY gTfq�NDi,,EHT SEE SEEE , WOOD E TABLES 10-138 (OFFSET CLIP SI TOWN) (STANDARD CLIP SHOWN) g T 1: N SHEEP t. MULLIONcil I ❑ Q N Zi KSI S ULU )r I I 9 I MIN :. .: '.. EDGE W 0 _ •I I 1 1 SEE SHEETS .o b l I uJ J 1 CONCRETE OR CNU' w EITHER THE 1 11 Z-23 FO CNO n d 1 I .1 �SIFE E TABLES J -i U STANDARD ON I ' I EDGE DISTANCE 1B-13B z OFFSET MULL •+ EDGE o ° a FORMASONRY I- CLIP MAYBE DISTANCE •, gNCHORS L7 W Q Oo INSTALLED PD BY I I FOR WOOD 1 1 I R M , M Fn ° SCREWS n°4 1 SIDE VIEW Z Ul 0 IMS NETHCD. ALL MULE FOR ' ° da ° - 0 ALL MULLIONS ERHERTHE � Z d STANDAR°OR '2 U m ° .'. n da OFFSETN¢ILL Z z eU ° CLIPpAAYBE w d' - 10 d ° INSTALLED BV F d EXTERIOR TwsMErnw. N dZ . ° d DISTANCE4r 2 Z Z Q W ° d n MASOFOR °. m O Z � r- .a THE OFFSET CUP ti CHORE CF7 0O AN RECOMMENDED FOR �+ cn Q 2— qO EDGE a FIN•FRAMED r J _ EXTERIOR d. WINDOWS.M"MAY v a F y Y ALSO BE USED FOR OTHER FRAMETYPES. U Z Q a) 0 na Z 1n Tn 0,0 TYP.ANCHOR TYP.ANCHOR PERSUBSTRATE. TYP.ANCHOR //��PERSUBSTRATE SEE TABLES 18-13B PER SUBSTRATE. / SEE TABLES IB-1613 PRODUCT REVISED , SEE TABLES 18-161 / EDGElEND BUggTRIP as complying with the Florida DISTANCE AND 3.,,,ing tle SEETABLESgTTACHMENT N10A-No. 17.0630.01 I � 19'138 T BYOTHERS, ENSEDNENT eUCKEMSEDMENf' SEE NOTE I. Expiration Date 05/2612021 ANDD L' SHEET t. . ATTACHMENT I :.r. _ BY OTHERS. 1' ... BN SEE NOTE 1, IBlarn- a r0 90 Control SHEET I. MNZ7KSICONCRETEORCI4U SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES I 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 y1 t I I j 1117 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ......... EPRESENTATIONV , ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED.PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE :♦ �� \CENSE'•�(( CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE •'�� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. _*; No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. S qTE F 6)FORMASONRYAPPDCATIONSBJMIAMLDADECOUNTY,USEONLYMIAMI-RADE COUNTY APPROVED (�` •'FCORIOP,:'\�; I ELCO ULTRACON OR ELCO IM S.S.AGGREGATOR MASONRY ANCHORS. \E?��♦ A.LYf�t✓�IIILILER,P.I? ` FL P.E.#58705 i DETAILE: ® r —1 .12SMIN. MULLION TO MULLION DETAIL C: , r INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO 5V+ e 4 MASONRY STRUCTURE MULLION (U-CLIP) 1 MAY BEINTERSECTIONS. IONS.LED IN'TEE'OR'CROSS' ^ o INTERSECTIONS. z �E (STANDARD CLIP SHOWN) vAFBE9 - gz 2)MAY BE INSTALLED HORIZONTALLY W ' (SHOWN)OR VERTICALLY. I(7 1 TYP.ANCHOR I C4 ESTHER, I PER SUBSTRATE, L _ o$V SEE TABLES IB-13e 3)SFS RREP DRAWINGS,SHEETS 21-23 uj I I FOR CORRESPONDING MULLION. n � a m d �yj ITOP VIEW z I p EDGE DISTANCE MUWON W O =FORMASONRY VARIES W •Jj I ANCHORSco rEXrERIOR 912 STEEL SCREWS, �ISELF-DRILLING OR PRE-DRILL mMULDONAND USESMS am to � 1n MUWON ZEXTERIOR °v aO aEDGE DISTANCE THE OFFSET CLIP IS rjZ u m = FORMASONRY C V, RECCAn1ENDEDFOR / eiANCHORS FIN-FRAhIFDINTERSECTION W WINDOWS BUT MAY U{'Lp ..IALSOBEUSEDFOROTHFJi FRAME TYPES. w Q Z TYP.ANCHOR 'd \ Q En W PER SUBSTRATE, d f- Q 0 z' / SEE TAOLE918.13B _ Q TYP.ANCHOR SLE SHEETS 31-27 FOR R F- B O g0 PER SUBSTRATE. HOLE LOCATIONS r Q m ' BUCAKSTRIP SEETABLES 18-138 FRONT VIEW ND DISTAEDGENCE Ul -j Y o`1 ATTACHMENT ® H to fn .•• SEENOTEI'-1, _ •1 18-138 Q z Q O O EMBED(MEI•R' •,'.. SHEET 1. ! O. z .. . - EDGE •• J r ,- DISTANCE O —�SEEYABLEt SIDE VIEW o MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 10.138 FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO "- c p'CIng with the Florida STEEL STUD Building ode (STANDARD CLIP SHOWN) Now-No. 17-0630.01 Eap'ration Date 05126/2021 INSTALLATION NOTES: STRUCTURE TYP.ANCHOR BY f 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, eFCR PER SUBSTRATE, Mlam D e Product Control SEE TABLES 1B-13B2)QUANTITY OF ANCHORS AND MULLIONSIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEES4ETS ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE 21-Z FDR CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFERTO THETABLES ON THE HOLE FOLLOWING SHEETS.FOR DETAILSA-D,EITHER THE STANDARD OROFFSET CLIP MAYBE USED. LOCATIONS 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAO OR FLATHEAD. `4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. EDGE 5)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI-DADECOUNTY APPROVED DISTANIfELCOULTRACON OR ELC01l4'S.S.AGGREGATOR MASONRY ANCHORS. STEEL STUDS THINNER THAN SEETA13LES �` opFRONTVIEW GA AND COMPLIANT WITH THE FL BUILDING 18-138ODE,A 2X WOOD BACKER MUST USED. Q`.' •• ATTACHMENT BY OTHERS. NO.58705 •� USE WOOD ANCHOR SPECS -�• EXTERIOR SIDE VIEW. NOTES: -O - • 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD :��'•.• TATE F ' ANCHOR VALUES MAYBE USED. 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. FL P. 58705 ®on DETAIL F: DETAIL G: _ DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATIONC b a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o ^p2 u U SEE DEFABS AJ1, 30'OR 46' SHEETS 2 AND 3 FOR INSTALLATION - BAY MULL TO SPECIFIC SUBSTRATES. N MU W CN U \ O O Z WLU O O _ O O O O O O J O O TOP VIEW Lrig ' SIDE VIEW I in rj)LU L) o D (LU 1)SHOWN Wren rx4'X.I2B' TOP VIEW M,ULLICN I I I h Z (D TYP.ANCHOR p Zg , Lf PERSUBSTRATE, = U Y m 1 .EXTERIOR I I i ' i SEETABLES 16BOR16D Z Fe I '7YP.ANCHOR 'S 0 j STANDARD MUWON CLIP I PERSUBSTRATE _ i i EXTERIOR - 0 0 aZ i MODIFIEDBEETABLES ID•14D 1n-- 70FRFE.Lo j � I I I I CONDITIONS. I �1 I 1 E'XS-ANCLECLIP. Z Z Q O'7 p7 I 2 PER MULLION END,MUST BE O r I I I I INSTALLED INSIDE OF DAY MULL I— Z i�O MULLION I I I I I Jin o I I I I I 2'X S'X.125' U) j \ate j I ANGLE CLIP, U Z Q I I 2PER MULLION END, Q — Z O O i A` j I .I MUST BE INSTALLED D_c y.,10 to I I I INSIDEOFMULL �$ m0 s.0 �E ma PRODUCT gREVISED -TYP.ANCHOR as ding%l,.ewith the FInFida PER SUBSTRATE, i SEE TABLES IB-125 INTO WOOD, MOA-N6. 17-0630.01 !Nf' STEEL,ALUM Expi-tion Date 05!26/2021 INTO WOOD,STEEL STANDARDCLIPTOBE EXTERIOR OR MASONRY ExTERIOR ❑ ALUM,CMU OR MASONRY MOOIFIEDIN-FrELD. BY ` µml f Y —L u°•7 Mlaml-D Produe—!ConirT EXTERIQi ' O AGED\9 typR -1J �(� t0 I ® INTO WOOD,STEEL, 1:7 O ® ® DGE TANCE a ER CHOR W 1 I I! EDGE DISTANC_ 4 NOTES FOR INSTALLATION OPTION G 8 H: w ` aONY LYMV�/PERANCHOR 1)USE2ANGLE CLIPS PER MUWON END.CLIPS MUST BE INSERTED INSIDE OF MULLION. z13 `�Q?.•' L1GEN,pF .4� NOTES FOR INSTALLATION OPTIONS F: •' 2)DETAIL G:SEE TABLES 10-146 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE n~O. �*: No.68709 _ 1)DETAIL 15 NOT APPLICABLE FORTHE 13AYOR 1.26'X2.11'X,125'MULLION. - LOCATIONS. - 2)SEETABLES 1B-13B FOR ANCHOR QUAN171TIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ev ••, /�.;L"�` LOCATIONS. 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. z %j,ISY•''��oRIDP,.•''�C�� 1 } ��'�S��NAL EN�'``• a A L�f lNlnmelEd,P.E. S FLF'.E.#58705 TABLE 1A - MUrOon Capacity Toblo befft m rr Oponing Wtdth((ormrtireliyspamingmuliom)or Oponrng Heighi(forhorimntaiy-sp2nnig mttliom) §�o - 50ln 60 in 701n Bob 901n 100 h 120 in 140 in 160 k, lil atanpular Treprlltenp. Rxctanputar TtaPRnan9 Reotanguler TapllnargReelan9aWrTmp7rda,q. ReatangW6r Traprtdang RemangWar TraI'miang. Rtar TrepRriang. Recta=lar Trap/111.,g. Realang+ler TrppTdang.Ix2X./26 .L-diog L-dblt Lo-dln9 Waring L-1bg L..., Loading Wading Lpadng Loading Loadig L.009 Loading Waring LmdNO Loading Loadbg Wading QAlum.TuboTil-11r, x k g a �. a , �, N I am �@. day 2 a a 2 $� rc s •arc 2'@ d� s8 d�8 se. ao; �. rc < " � rc COmullikull W 42 to 111,9 408 129.5 332 93,2 408 118.5 WS 79,0 409 t07,8 32t 69.8 408 7044 319 62.1 408 104.0 319 659 408 105.0 379 46.6 406 104.0 319 39.9 408 104.0 319 35,0 408 1640 319 J U) leN 7d.A 312 838 258 6L4 3t2 73.4 252 53.9 312 67.0 218 48.0 312 ti32 246 47.8 312 81.3 244 87.6 31Z 81,0 244 312 312 61.D 244 20.8 312 610 244 23.4 312 61,6 244 (fj 50.626 to 63,9 281 1 700 234 63.2 281 61b 128 45.6 281 55.7 224 39.9 1 281 5£.1 I 222 35.5 201 60.1 220 31.9 281 49.3 219 1 26.8 1 281 49.3 219 22.8 281 49,3 219 20.0 281 40,3 219 F 2 ' I- s", 841n 528 241 67S 207 43.9 247 49.8 202 57.8 T47 44.8 199 324 247 41.5 790 29,2 247 34,4 1184 2b.3 247 384 193 21.9 247 311 193 !e-8 247 38.1 193 16A 247 38A 193 K co O p t!) c 60 In co 38,4 230 41.2 170 32,0 200 36.4 166 27.4 200 31.6 163 24.0 200 28.9 750 21,3 260 27,1 159 792 200 25.0 757 10.0 200 25.0 +50 F � 67 to 33.1 101 35,3 fbi 27,6 1 tei 3oa 782 23.7 28.9 149 20,7 181 2+.3 148 18.4 101 22.8 id4 t8.e !ei 21.7 143 - Z 86 to 288 185 30.8 742 24A t6S 26.t 139 24,8 788 23.1 138 18.0 166 211.0 134 z m v E IV • 721n 122 138 23.3 120 10.5 139 19.9 118� 15.9 130 77,5 110 p 781- 10,9 125 10,7 IM IV 125 WE 1aT- OAC � � ° � �z 781a 17.5 110 10.2 104 j Q J i"• 3 S Q N O TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: a Anchor Ca Ity Tabic Lbs) sd.tmte: 2.7x Conerelo 3.5k cant.I npgaw rAlu pined CMU PT wood Maul (Dpa)X IANCHORCAP.,a,a„ar\=ANCHORCAP._ ti N -uSi oO o� y}st'0 tf4•SS Eko Sr1C Eico +m•ss M. s10s1cef #1291--1 812 St.9 `MULLION CAP.,,a,,,,,a o Arch.Type: 9716•©,.Ut..- 141 E1.0 Ulf-m 9t6'Eko Uihaepn tt4'i;ieo Ulp9emILL Anchor GOP Pattcros Ntmcml pggreGaio< uuraaan AgpmCchr aomw(G5)S.-(Gs) sc-(G51 USE THIS FORMULA TO OBTAIN TILE"ANCHOR N id Edgofualanr»ft P Zia" f• z-12' a-ve' 1• 2-114• r 2-Vd^ 2' 2.u9^ r 0.48" 034• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN 1- F- Emaemnerr rot tsl4" -t-374• 11-W4• 1 l-W4' r 1-114• "14. t-174• 1.114' 7-im• I MIT 21, 1.316- t1w -dee ACTUAL PRESSURE REQUIREMENT FOR THE U x Q 2Anchmo®4,75"MIn.O.C.lstandar3 prOhat Qp(Fg.n: 3Ao 1ha 900 ms 40D 3e 890W 1644 ms 2101. Zsalba 354 ms 7A0lmj374lbs 064 me 9a6 ma 341 n,a 442 ma 56o ro: OPENING,WHEN iTSLOWER THP-y THE MULLION it p¢- zd Anetma 0+.+s Min O,C t 8taodad(craffie0 Cep(Fg2): 4 W ma 7co ms 11 WA WA im 390tna WA x1AWA WA IIIA 662 ros 6851hs i t20 ms CAPACITY(FROM THE TABLE)OF THE SELECTEDy _4 A1wl.re 3'Mn.O.C./(2)2aS A-96IXrye 1(Fg.3r leo Iba 780 ma 860 xa 7560 iha 1860 ma S10Ibs 550 IM NIA 750®s 010, sso mt tesz wa s92 qa ees ms 1+m 1e9 MULLION.IT WILL YIF1D A MINIh1UM ANCHORD'-m0:2 Am7nrs 00#5' t-tp5•Atgn.(1..4t -WA WA WA NfA WA WA WA WA NtdA WA N�A NIA WA T151bs CAPACITY WHICH MAY BE USED TO QUALIFY1Anphm/F•C8p(Fq.at 186@s fO6 mp 228!ba dd5 roc '822 ms 435 ms 1401naT7lbs 370 ps 1 the 372106 473 ms 170 ma 2211pa ZB016a ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2Anphonx�t.i6^t4in.0.01FLn{Bg-e}: 240 ms 350 1b. WA tUA WA WA 199 roc WA WA N/A WA wa 341 ms 4421bs S60ihs ANCHOR CAPACITY TABLE ns complying with the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Cod. NOA-No. 17.0630.01 Pacpiration Date 05/26/2021 By 4�7 -_ FIGURE 1: FIGURE 2: TABLE NOTES: Mimi-D Product Control� • 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. --j 1,000' r•- FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLEFF ^_ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE_FOR EXACT DIMENSIONS,SEESHEETS 27-23. �t HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHE 21-23. 0.000° FIGURES SHOW SUGGESTED,APPROXIMATE)TOLE LOCATIONS. I ANGLE CLIP MUST BE USED IN PAIRS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L •125' LY/yI7 7�^ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW ��' '•.'``LIGENSF••f(��i FIGURE 4: FIGURES: FIGURE 6: W SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125 THICK STEELSTUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X T X.126"MULUON =5};' N0.58705 LEATHESMATERiALT,125THICK AND A36,ALL ANCHORS INTO METALSHALL,#10&#12 ANCHORS INTO WOOD MAY BE STEEI.18.8 S .S.OTEND R 1CREW THREADS BEYOND 0 S.S. .�': 65ATE {7O VAL A.LY1lQNP.E. FL p.E.#687tl5 7 _ TABLE2An Mull Capacity Table 011 Opening Width(for veltiaallyapanrdng mdGons)or Opening Ill(for harimrdaV-spanning mullions) 50 in 60 h 70 in 001n 901n 1 W in 120J91. 14 In 160 A, a4-' o Rectangular Tmp'TM1vp. RaOlengular Tlap/idan9- Rmt.nguler Tmprrmng. Rectangular 7rapTdaag Rectanod r Tplarware. ReetaigWar Tmp7rdarg. Recmngdar Reatangd., Tr.p7Tdang. Rechngdar Traprrd.,G m 1x2x.376 L-111-9 Landkv I.-Ing Loading Coaling Loading Loadl Lwdirg Loading L-IT-4 Loading Lm3ft Loadrg Loading Loadmg Lcadkm Loafing o��- Alum.7uhe � _ [e-G. p r •� •^ F r F a x $^ p r r a .�• - ' Mullion �a a�, ;3 a 2 Is L3 a � g� � � � � � � � � 2�421n 170.0 BID 1740 435 6172 170.0 478 129.7 652 17ow Safi 113.5 as 189.5 Ste 1me 682 1639 51T We 682 1889 517 767 662 64.9 662 1669 617 56.7 fi92 185.9 817 rW 0 W 46b 1218 6W 1360 419 507 1192 410 86.9 507 108.7 403 78.0 97 1026 ase. BT.e 507 99.6 307 m8 607 99.0 396 647 507 99.0 396 43.4 507 99.0 396 38.0 507 99.0 396 W X 7 0� 60.625in 703.7 458 1148 370 463 99.9 371 TAI 455 90.6 364 64-8 456 6L8 3W 57.6 456 '81.3 357 01.8 456 Boo 356 432 456 80.0 356 37.0 458 80.0 356 324 456 Sao 356 = c = 54 In eS4 400 83.3 33C 71.2 400 80.9 328 61.0 400 727 372 53.4 j 430 07.3 318 47.5 400 61.0 315 427 400 82.3 314 are 400 61.8 ,313 30.5 400 61.B 313 26.7 400 1 61.8 1 313 L7 W O I- C) O (q 601n 623 324 68,9 275 51.9 324 57,5 270 44.6 324 61.2 264 39.9 324 469 260 34.6 324 439 257 31.1 3214 420 255 260 324 40.5 253 222 224 40.5 253 19.5 324 445 753 I='• � (W.7 63 In 53A 294 67.4 252 448 294 492 246 30.4 294 43.6 241 33.6 294 398 237 299 294 37.1 234 269 294 35.2 232 224 294 33.5 230 192 294 33.4 230 148 294 334 230 Z o Be In 46.8 2% 49.6 230 39.0 360 424 225 334 268 37.5 221 29,2 We 341 218 26.0 268 316 215 23.4 268 29.B 212 19,5 26B 28.0 210 167 288 27.7 209 14.6 2S8 27.7 209 Z Z L5 S 72m 38.0 225 37.9 188 30.0 TES 32.2 191 257 2ZS .25.4 iBe 225 225 266 185 20.0 275 23.5 187 1fl0 715 71.1 180 150 225 20.3 177 129 ?25 19.8 176 11.3 275 1fl6 176 w :E W ,�Q 76 In 346 202 -320 1T7 255 202 27.2 173 21.11 202 23.9 170 19.2 202 21.5 167 170 202 147 165 15.3 202 1flq 183 1211 202 16.7 180 109 202 1611 155 48 271 1S8 15a rK., ,��J.l CL 1° V 9z 70 in 26.3 102 248 1811 27.8 192 25.1 165 20.2 1171 Za.O 162 17,7 192 18.7 153 1ST .192 10.1 157 142 182 168 165 11.8 192 15.2 152 10.1 192 144 150 8.9 182 142 150 ¢ J 1^ BO In 1&6 144 19.0 128 16.4 144 18.1 126 I7I-= Z Z N Bs in 15.2 127 16.8 173 TABLE 21B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca ae Table abs) ANCHOR CAF'.,,.,,,,,,, r � X SIA.Irate: 271,Canarete 3.51,Cone. NaIkw CMU HIM= PT wood Mal (DP)X( )=ANCHOR CAP.,/. 9118•Elm U4'8S Eb4 5116'Ek. IIV SS E14ta 610 SLB Il Ste.! (712 SM.] MULLION ,„ Amram Typc 3116'Ek.UN- 1WE-.Kumon 3116'Elco Utrac.n 1N'�co Ultacml Anch'orCllpPattems tutaamn AgVG.W Umacon AgpeGata Son-iCS)Somw(G5) ScA-(GS) USE THIS FORMULATOOBTAIN THE'ANCHOR ((9 Q X ¢ O Edge Dneme 4n2 I. 2-172' .1. 2-177 3-118' 1' 2-tW 1' 2-10 z" 3411 T O.4B• 0.54' 0.324" CAPACITYREOUIRED"CORRESPONDINGTOAN � �� z (n rn I Embedment(mi 1-74" 1-4" ITV I-/4" 1-U4' 1.114" 1.1/c -7 1.114' 141V 1-1/4' X 15° 1-/B' Gema ACTUALPRESSURE REQUIREMENTFORTHE _ �O C) z Arclaars®4.75'Mn.O.C./6;0ndVd ar 137ke1 fmp/Ftp•17 390 69 390 Bre 457 b. @30109 1844 ms 270 M 2W ma 554 ma 74016a 374 11m Bell m. 9461bc 341 16. da21b SM m. OPENING,WHEN fT l9 LOWER THAN THE MULLION g 4 Ancham a 1.15'MIO.O.C.I S15ndard nor 011am)Dip IPg.21 483 e9 700 68 WA WA WA WA 383 ma NIA NIA WA WA NIA 682109 855 in 1120Iba CAPACITY(FROM THE TABLE)OF THE SELECTED y 4 Mdi.rsQO"Mn.O.C.!(2)W Amla Clip.l Bil 3j 7836. 7115 bs 68D tH 1560 bs 18981ba 540 m. 513 m4 N/A 780 In 748 ma BOB Oa 1802 u,a eez l6. ees lca neo lba MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED 2 Archon:®0./5'Mh O.C.I lFpip,h10.12S Plum.(Fla.4S WA NIA WA WA NIA WA WA WA NIA WA WA WA NIA WA 715 me CAPACITY WHICH MAYBE USED TO QUALIFY as Complying W Ith the Florida I Aho,!FClip(Ill Sj 105 Da 195 m. 225 6c 445 827 rD9 1351b9 140 ms 1T7 M8 370 In 787 ms 972 me 4T311n 170 Iba 22116a Z80Ibe ADDITIONAL ANCHOR OPTIONS FROM THE Bu, n9 coda 2Amhom 491.15"MIA.O.0 I F4C11p(Flo.6I 240 C5 350 me WA WA wA WA 1901b1 IUM N/A NIA WA 1WA 341119 1 44210. SBO mS ANCHOR CAPACITY TABLE. NDA-No. 17-0630.01 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Date 05/26/2021 By Mlaml-&Ieroduct Control FIGURE 1: FIGURE 2 TABLE NOTES: O ® 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. 1.000' I- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 13ALLOWABLE FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1(11 I 1111 7 y 1 2-000' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. A ® FIGURES SHOW_SUGGESTED,APPROXIMATE HOLE LOCATIONS. `'lao''L(GENSF /<<'�� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND OROIJT-FILLED 375" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED =* N0.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OFO.55.ALUMINUM SHALL BE6063-T5 AND BEA MINIMUM OF.125" 1'X 7•X.375'MUWON THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 'O THE M TERTHICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND A z . Ip O O THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,10-0 S.S,OR 410 6.5. %��'.. SffffttATE F f, '(V� �� 70NAL 1S N� A.LYNN MILLEF:,P .E. ' - FL P.E.II 58705 I - TABLE 3A ® R Mullion Capacity Table(Ibsf[e) �5 Opening width('or vgdic -spanning mullions)or Opening Height(for hollzontally-spanrirg mullions) gam' 50in 601. 701n In so In too in 1201n 1401. 1601, 1 X 2.75 X Rectangtjw TrapRdelg. Reelangudar I TreprNang. Rectangular Tinpl111arg. Reran pmlag. Rectangular TrapRnen9• RectarlgWar TmpRtlang. ReclangWar TrgalMarg. Rcelang6lar TrOpiMerg. R4etan911ar TrepRrlang. F loading Loading Loading Loadn9 Loading Lpadn9 L"adng Loading LwfmB Loading L-ling L-fing L0a6no Lwding Lwdng LOadng Loadins Lw'ing oY t�i .375 Alum. Tube •8 p.-, v .. a `` '�8.. v a-, pa v.. a %m Mullion ri,)t g, g� �, 1)e �, �a �. N 3 c3� 1�e rPS c3 +7 r �S c9 v c9 r3 9 3 v u a o c� ci u 3 fz$ �a� spE4¢ b b" 51) 133 {g1� �y9" s Y@@,, �� $ ey 655^I F a2 33Ea did 11) �R' �6 d2 d �@. d` s d� 38 d¢ f8 d` i d `e d� Ns d` xt' d se. d ZO W 42 h 170.0 MG 170.0 435 I70A 744 170.0 479 1701 869 17RD 500 170.0 892 170.0 319 170.0 ills 170.0 621 170,0 1240 170.0 621 168.7 1301 1700 521 127.5 1301 170.0 521 111-5 1301 170.0 521 J u) 48 in 170.0 706 170.0 524 170.0 850 170.0 684 Vita 992 1700 630 170.0 1133 170.0 661 151.8 1139 1710 677 1.'0,0 1139 170,0 680 113.9 1139 1701 680 979 1139 170.0 680 85.4 1139 170.1) 680 _..1 1n 7 SOR9 n 1700 747 170.0 563 170.0 890 170-0 631 1671 1032 17MO 624 146.8 1032 170.0 723 130.5 1032 170.0 747 117,4 1032 170,0 750 97.9 1032 170.0 750 83.0 7032 170.0 756 73.4 1032 170.0 750 _ � fr o 61 N 1700 797 170.0 612 161.3 907 170.0 891 1382 607 164.7 730 120.5 907 1625 720 107.5 B07 145.0 714 98,8 9o7 141.1 710 80.6 907 140.0 709 69.1 907 140.0 709 60.5 007 140c 709cq m (n 141.1 735 151.6 625 117.6 735 130.3 511 -IDO.8 729 flea 599 582 735 1082 590 78.4 735 99.5 683 70,5 735 951 578 58.8 735 91.6 574 501 735 91.8 374 H.i 715 03.8 574 Q H=-• � (Wr) 61 la 121.9 686 130.0 570 101.6 M 111.5 857 071 .ELS 98.9 547 76.2 666 ODA 538 67,7 666 831 531 BOA M 70.8• 528 50.8 603 75.6 621 43,5 666 78.6 621 38.1 666 VIA 521 O = � m Q e5 I. 1080 507 1124 522 88.3 607 96.1 511 75.7 BM 05.0 531 681 667 77.1 493 58.9 007 71,5 466 53,0 607 67.6 481 442 607 63.4 476 37.9 607 62.7 474 33.1 BC7 62.7 474 Ud _ Z Ui D. $$ tU ,j 721n 61,6 510 85.8 443 60.0 510 710 434 58.7 10 643 426 51.0 510 57.1) 410 45A 510 53.3 413 40.6 510 500 408 34.0 610 45.9 402 292 SO 44.4 399 256 610 44.3 399 tJ � (n� ,�0 E2 Z)3 76 In 69A 456 725 400 5T.0 458 01.7 392 49,6 458 64.1 385 43.4 456 40.6 378 38.5 456 44.6 373 34.7 458 41.6 363 281 455 37.7 362 24.6 456 36.1) 359 21.7 458 35.7 358 1- 78 - ?�_ ��n 22 7810 642 435 671 381 53.5 435 5&5, 373 460 435 49.8 366 40.1 435 44.7 360 357 435 489 355 3&1 435 361 351 26.8 435 34.4 344 22.9 435 326 341 20.1 435 322 340In F c'• 3- 901. 41,5 327 43.1 290 34.8 327 364 265 29.9 327 31.5 2110 201 327 203 275 212 327 25.7 271 20.9 327 23.7 268 17.4 JTT 21.0 262 14.9 337 18.7 258 Q 4) Z N to DG]a 344 267 394 257 29.7 237 219 252 24.6 287 261 248 21.5 287 23.1 244 19.1 281 20.0 240 172 227 193 237 14.4 287 18.9 732 t'- m 03 a Nto o0 1061. 242 2P 74.7 209 20.2 227 20.8 201 17.3 227 18.0 198 79.1 ZZT 16.0 193 co x°' o 11191 227 219 22.7 191 15.6 215 In lo.1 191 15 9 215 Ise 168 rWryy Y IM in 17.6 184 17.9 1 lel v U X ¢ O p ` TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d .- Z m rn -11 Anchor Ca aei Table Ibs ANCHOR CAP0. O''� 30,tratz 27k C=rele 3.5k Cam. H011..LWU Filled CMU PT Woad wet (D_)X� >=ANCHORCAP_ O 5r18".EkO 114-SS Elea SH60 Elea 114-SO EW a 610Steel 012 Sleel 4128'ed MU WON ^" Anchor Clip Patterns Amba,type: N16-Eled Umcan va'Eko Ulbaaa. Uluacan alts^Elea ultaeon ua'Elea Ultracm Agg�Mdt, Ullrocon A9gnOalor ears(tss)eamv(cam) a.-(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Ede01s1anceOn: r 21rz• r z-1/z• av5• r z-tn• r z-1rz• z• 3-1re• r 0.49• Ds4• Data• CAPACITY REQUIRED'CORRESPONDING TO AN PRODUCT REVISED Edo, ) as cam 1 In with the Florida EmbMment In' 1-3'4• 1-3+4' 1.314• 1314• T 1-114" 1.114• 1.114" 1.174" 1.114• 1-114• r 1,1/6• tale- -kes ACTUAL PRESSURE REQUIREMENT FOR THE Bullding Code 2AnebcmQ 4.75"Min O.G/9tandanl OrO/Oat Glp(Fig.1): 3BO The 390 m9 1 4500¢ BW b6 le44M 2T0 lbs 280 Its 354lb9 7aglbs 374 lb. 66411u 948.0 341 It. 4421m 656me OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 1 Anchor®7.15'Min.O.C.I313MaN(ar0ffiell C5p(Fhi.2): 4801b5 700 ms WA WA WA WA 380It. WA WA WA NA t9A 682 b9 695 ma 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4AncIIXag3•Mbt O.C.I(2)2a5An91a CFW/(Fig.3): 7B0 D. 790 me 68011x 1560 bs 1896 lbs 540 lbs E60169 WA T601b, T48 It- 110011. 1s92 ba sex ma 883 lba 1t20 Its MULLION.IT WILL YIELD A MINIMUM ANCHOR Expiration Date 05!26/2021 2Amhca BOAS•Min.O.C.1U171p,inlo.l2XNM.(Flg.41 WA WA - NIA NIA NIA NTA WA NIA NIA WA NA WA WA WA 715 Its CAPACITY WHICH MAY BE USED TO QUALIFY BY 1AncbarF-Cop(Flo.3): IBSm4 185 me 225 I 445 ma azz hs 13516, 1401bs ITT Its 370ba 167110 3321X, 473 be 17016, 221 Its 260 ms ADDITIONAL ANCHOR OPTIONS FROM THE Miaml-0a nodus[Control 2Mohom 0 1,15°Min O.CJ F-alp FW 240 ms 350lbs WA WA WA WA 1901ba NIA NIA WA NA WA 341166 49216, 5008)5 ANCHOR CAPACITY TABLE. NOTE:FORTHE OFFSET CUP,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: 1.000" f-- 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. 1/1111117 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 0-00 Y-LYNN It/ FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760" Qa. R••';(�� 0 ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No,58705 ••� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED 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 BE PRESSURE-TREATED a.71 7J 6 r !Y= FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-T5 AND BEA MINIMUM OF.125" 'U-(\ ' SATE F'�;'•Vj�� ® THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 275"X.375 MULLION �i;°1P •'F<ORIDp;..•' ��`� LST.125•THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND S'/0•• ��G�� J 0 THE MATERIAL#1D&#12 ANCHORS INTO WOOD MAY BE STEEL,18$S.S.OR 410 S.S. i/I NA)- 1� A.LS�14N t1�IER,P.E. FL P.E.#58705 m ` TABLE 4A o cn Mullion Capacity Tabla(lbs/it") Oponing Width(fa mt1caltl-9per"g muliors)orOponing Haight(for FDrimntelryLspandrg mulions) ice 5 50 in son, 70 u1 Bo In 901n 100 in 1201. 1401n 1 W in rE O o ReWangu TtapTdan4 Roctanglly Trapinlarrg. Rectangdar TapllNarg. flcck.LgWs -/Tdang Reelan9elar Trsp'Tdmg• Rectan9uar TmpTnang Rec[arlWlaf '0�71711m1g. ReeBmgWar 71apRdang, fleot.nguler hapRden9. 1 X 2.75 X L..ding Landne U.'Ing Lcadng Loadn9 Losing Lmdn9 Loading Loed'n9 Losing Locdng Lmdng Loading Loading Loading LSadng Laadng Lading .680 Alum. Tube a a p '^ >u' a ^ r x a a z• a p s r r x x 2: a zr '22 mullion ^ a tail a� e g �� U U� V u` U Uv a U U Uv V Uv U tJ U U Uo U V U0- u V �� $ U� N U 52 �� e1) g 5� s o� t.m s� 5 �e =� u s`� a@ a o oos �I II 1I. ?- alb a� - I� g a� Z w 42 in 170.0 BM 170,0 435 '170.0 744 170-0 478 1170.0 868 170.0 508 170.0 902 170.0 519 170.0 1118 17D.0 521 170.0 1240 170.0 5.1 170.0 1488 170.0 521 153.7 1820 170.0 521 138.6 1620 170.0 521 N J (�j) dein 170.0 708 170.0 524 170.0 850 170-0 564 170.1) 692 170,0 830 170.0 1133 170.0 681 170.0 1275 17D.o 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.6 800 1D6.3 1417 170.0 BBO N fn CD 5&825 in 170.0 747 170,0 583 170.0 898 170.0 831 170.0 1048 110,0 884 170.0 11£S 170.0 723 1628 1298 170.0 747 148.3 1286 170.0 758 121.9 1286 170.0 758 104.5 1286 170.0 758 81.4 1286 170.0 756 o W O F- 541n 170.0 797 170.0 612 170.0 We 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 1137 120.0 1130 170.0 1158 IDDA 1130 170.0 861 88.1 1130 170.0 861 753 1130 170.0 861 K m O W � � W 601n 170.0 W5 170.0 7111 1485 915 182.3 761 126.5 615 144,5 748 108.9 915 1323 735 97.8 915 123.6 728 67.8 915 118.5 72o 73.2 915 114.4 715 62.8 915 114.4 715 54.9 619 114.4 715 rte' 63 in 151.8 830 161.9 710 126.5 830 138.9 594 100.3 330 1232 681 94.9 030 1122 870 844 830 MCI) 962 75.9 830 88.4 656 63.3 830 94.5 046 64,2 B30 64.1 048 47.4 830 94.1 649 Ty BBN r30.1 757 140.0 650 110.0 757 118.8 636' 94.3 757 10&9 624 825 757 86.1 614 73.4 757 80.1 606 16,0 757 842 600 55.0 757 79.0 593 472 757 78.2 59t 41.3 757 762 591 0- m = e ? W U j 72 in We 108,8 552 64.8 836 91.0 540 T2.7 63B 80.1 5111 63.6 836 72.2 SZ1 00.5 eM 68.5 514 $0.0 836 823 .508 42.4 636 572 5011 36.3 636 55.3 497 31.0 636 5S2 497 J H J❑ v Z 70 In 571 80.4 496 721 571 76.8 468 181. 571 e7d 478 54.1 571- 60.8 471 4&0 571 55.5 464 432 571 51.8 459 36.D 571 47.0' 451 30.9 571 44.8 447 27.0 571 44.6 446 - to � � n 7818 542 03.4 474 60.7 -2 70.0 465 67,1 612 62.1 458 59.0 542 55.7 449 44.4 542 51.0 442 40.0 942 473 437 33.7 542 42.8 428 26.6 542 40.6 425 25.0 84Z 40.1 423 z. Z p 901. 401 53.7 381 43.4 407 45.4 355 372 407 99.0 349 32.5 407 36.3 343 28.9 407 321 338 26.0 407 29.0 334 21.7 0307 20.1 327 18.6 407 24.1 322 16.3 107 21.0 310 FC, F � Z N 03 UD 961n 368 44.1 32D 35.8 358 37.2 314 30.7 358 32.4 309 28.8 350 25.8 304 23.5 358 26.1 300 21.5 358 24.0 296 17.0 358 21.0 289 15.3 355 182 284 D, rn X rK O 108 In 283 30.8 255 25.1 283 25.9 MI 21.5 263 22.5 247, 18.8 283 19.8 244 10.7 283 18.0 240 15.1 283 18,6 231 LU 1111. 27.8 287 26.3 242 23.1 267 228 238 19.8 267 20.6 235 17.3 2117 I8.3 231 15.4 267 10.9 718 Qp N (n (n 120 h 120 729 223 208 18.3 220 18.8 205 16.7 228 192 202 ¢ x Q O'0 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: z m� Anchor Ca act Table abs) - ANCHOR CAP. o - 9 �m0-' Bclstmt.: 2.7k Conmate 3.5k Cain. H.II.w CMU FIIIed CMI PT Nbad Meld (OP.)X� )=ANCHOR CAP.„,, 6) m 3-+ 5/18'Eko 1/465 Eko 3'76•Ebo tld"SS Ec. #IO steel fM2SL-d 412 Steel MULLION Anchor CO Patterns Anchor Type, 3116'Fico U9aoen 1+a'Eica UNacon 3118"On.111.- V4'EIao UOrdcen PRODUCT REVISED ultra... A9gmoator ulmon AggaPatcr enew(05)Bcn+w las) e-(os) USE THIS FORMULA TO OBTAIN THE"ANCHOR P CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida Edgy Dldanc.Qnr 1' 2-12' 1' 2.17Y 3-116' I" 2-112' t• 2-If2' 2' 3.118' 2- 0.48' 0.54" 0.324' Building Code Embedment In. 10-+4• 1-314- 1-314• 1.7/4' 7 1-117 7-V4' 1-114• 1.1/4' IAW 1.114° 2° 1.318' 1-3+8' Wanes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 AOctrors@4.75°MIIL O.C.I BtandaWd or Offset G11p(Fig.1): 39016. 390gn 4501hs 8-Wlbs 1644 ro. 270168 26016. 3541on 740lbs 370-tis fi841bs 9461b. 341 Ib. 44216. 565ro. OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 A,oh.n®1.16-Min.O.C./SN.dmd(n0f-I)Up Zjg� ; 480 In. 70091s _NIA N/A WA WA 380-11. WA WA WA N WA 68216. .9516 11201:- CAPACITY(FROM THE TABLE) THE SELECTED F�tplratlon Data 05/26/2021 4Auilol5@3r Mn O.0/p)235ADgk CIIpS/(F1g.3j 7901bs 780 ros 660fb. 1580169 189616. 54D Ib. 66olts WA 76G Ins 748 Its asalm 111921b. 682 ros 88563 112016. MULLION.IT WILLYIELD A MINIMUM ANCHOR 2Ancdars /U4710.1n1..125'A51m.(Rg.4): WA N+A WA WA WA WA NIA WA WA WA WA NIA WA 7151ba CAPACITY WHICH MAY BE USED TO QUALIFY By 1 Ah.l F-Clip 5); 19516. 1951b. 225 ros 44616'. 822 bs 135 ros 19016. 17716. 37016.- 167 Ice 33215. 47316. 170 ros 221105 260IW ADDITIONAL ANCHOR OPTIONS FROM THE Miami-Da roduct Control 2Anchus@1.t5'M£a O.CJ F421p 1£10.8): 24016. 3501bs N/A NIA WA NIA 190 ft NIA NIA WA WA WA 341 roc 4d216s _ 56016. ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: O ® 0 1)SEE SHEET 1-FOR INSTRUCTIONS ON USING THE TABLES AND SHEEI'26 FOR INFORMATION ON LOADING. ® ® SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. tt11111f1// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. / �\. .......N FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2750• •<3CEN !t/ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. SF ® ® FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, - N0.58705 ANGLE CLIP MUST BE USED IN PAIRS. - - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-RI LED 650* CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE,WITH AN SG OF 0.55.ALUMINUM SHALL BE 60003-TS AND BEA MINIMUM OF.125" �0�:_ ATE Q THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALLANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X2.75'X550'MULLION 1/11"11 S•'•:c�ORLDP,••'G\?�` 0 THE MATERIAL,#10&N12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. /1 1170NAL EN�k� A.ANIMILLER,P.E. FL P.E.#58705 TABLE 5A 2 ® Y $ Mullion Capacity Table bsRt) }A Oponing Width(for vedica"arini g mUlions)or Opening Haight(for tnrfzor Cagy-sparvdng mullions) d a 501n 60 In 70 in k." so In 100 in 120 In 140 In ICON y SF p RedenVer Tap ma. Reaengular Traprmang. Redengulor Tmp7lnarg. Traprfriang. Rectanpular TIapl7rlen, . ReetargWar Tmprrdang. Rectangular Twrnlang. Radaay Ior 7,*Trbng. Rod ang kr R p/Tdang. 1"x 3.125'x Loafing Loading Loading Loading Loading LoadingLoaning toadirg. Loedlnp lnadmg Loadnp Loading Loafing Laadrlg Loadn9 Laad4g Laa9ng oX .600"Alum ? ? a ,� ? ? ? e a a a i a a s a a r r a a a �• ? d 0_ .. v.. W a_ c .-- a_ a_ a � aLO Tube Mull U U uv o 0 o a u o oo o O o t)' o o i) Z"i o vv o 0 0 0 o u '6 U B� S� =s' tagis2 ' Ol2 In 170.0 820 170.0 415 170.0 744 170.0 470 170.0 868 170.0 5110 1i0A 519 1700 1116 170.0 521 170.0 1240 170.0 521 170.0 14811 170,0 521 170,0 1735 170.0 521 154,4 1802 170.0 511 W J 48 In 1700 708 170.0 524 170.0 050 1700 584 170.0 882 170.0 630 170.0 1133 170D 661 4700 1275 170.0 677 170.0 1417 170.0 080 157.7 1577 170.0 980 135.1 1577 170.0 AM 118,2 1577 170.0 e00 w � U LL = 50.02510 170.0 747 170.0 663 170.0 896 170.0 631 1700 1048 1700 804 170.0 1185 1700. 723 1700 1345 170.0 747 170.0 149! 170.0 756 141.7 1495 170.0 796 121.5 1495 170,0 756 100,3 1495 170.0 736 ct W 541n 170.0 707 170.0 612 170.0 966 1700 691 170.0 1116 1700 754 170.D 1275 170.0 803 1601 14M 470A 837 149,6 1401 170.0 BSO 124.8 1401 170.0 881 106.0 1401 170.0 881 93.4 1401 170.0 881 K m 0 U Z) cQ W 60 In 170.0 005 170.0 701 170.0 1063 170,0 797 138.5 1158 170.0 818 138.7 1158 187.0 828 123.3 1156 150.5 917 111.0 1159 149,7 910 925 1156 141,6 003 70,3 1156 140.5 9M 69.4 1158 1615 903 ¢ F Z r, 63 to 170.0 eN 170,0 745 MRS 1049 170.0 559 137.0 1049 1555 060 119.5 1049 141.7 846 106.5 1M9 1320 836 95.9 1049 1215 028 79.9 1049 119,3 820 00.5 1049 110.9 819 59.9 1040 119.9 Big rj 7 (n Q Ta 68 In 166.8 05 170.0 789 t39.0 '055 151.3 804 t19A 955 133.7 788 1042 955 121A 715 92.6 '955 1129 765 83.4 855 100.4 757 69.5 955 99.8 749 59.6 935 88.7 740 521 955 96.7 740 N Z LU m SU ,j 72 in 12&6 8M 134.0 697 107.0 BM 114.9 562 91.5 9M 101.1 070 80.3 9M 91.2 659 71.4 8M 839 649 64,2 803 78.6 642 535 AM 722 632 45.9 803 69.8 '628 401 OM 69.7 627 w ")A p iZ 7570 109.2 721 114.1 629 91.0 721 970 616 78.0 721 65,1 BOB 68.3 721 70.5 595 80.7 721 70.1 588 B4.e 721 65,4 579 46.6 721 59.4 589 39.0 721 589 584 34.1 721 58.1 553 Frq- J❑ {¢� D 0 781n 101.0 084 1054 599 842 604 89.4 $87 722 684 784 576 fi31 684 70.4 567 561 684 64.4 558 50,5 684 1 58.9 501 421 604 1 54.1 641 39,1 684 61.3 536 319 664 50.6 534 Z FF-Z- Q go h 05.8 514 67.8 458 54.0 514 57.3 M8 {7,p 614 fi0.o 440 41.1 514 "A 433 36S 514 40.5 427 32.9 l5t437.3421 27A 514 33.0 412 23.9 614 30,4 406 20.8 814 28.0 403tD ZBB in 54.2 452 95.1 404 45.2 452 470 390 36.7 452 40.9 380 33.0 452 S8,! 304 70,1 452 32.9 318 27.1 373 229 452 23.6 305 19.4 452 24,2 359 10.8 452 22.0 355a / X �1Mh3&1357 38.8 322 31,7 357 327 317 27.2 357 28,4 312 238 357 25.2 308 21.1 357 22.7 303 19.0 299 159 357 18,0 293 13.6 357 10,2 797 11.9 357 15,0 20335.1 738 35.8 306 202 309 301 301 25.0 338 28.1 288 219 338 23.7 282 18.5 ]38 20.0 258 17.6 284 14.6 339 1&5 770 125 338 14.8 213 11.0 338 13.6 268 00h 27.7 208 202 283 Zit 280 237 259 10.8 2fl9 20.5 258 17.3 289 181 252 1.15.4 269 16.3 249 13.0 248 11.0 289 12.8 240 89 289 110. 236 8.7 2&9 10.4 232 2 U x Q E9 Q Z O p TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: a y m0 AnchorCapael Table(lba) ANCHOR CAP.,,,,,,,,, O summate 279 CoxRte 3.SkCarc. Horog R2U Fned CMU Prmaa, Metal (DP)X( )=ANCHOR CAP.,,, U 5116•Cco VP Ss Eko 5'16•Ek9 114°SS Elco 010 Sled 0125ta1 012 Steel MULLION CAP.am,,,,1 Ancttol)y& 3116•Elcounracm vc Ekouwcon 3✓16•Elco unram 11r Ekouneon ( ) (5) R3G USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED ANChorCllp Patterns Unmcon App�,arr UIIam Ag9tefaxtar 9arCW C3 9ueM c ermv Edge Dtstarre pnY 1• 2-112 I 1• I 2.1/7 3115' 1• 2-VT 1• 2-117V3744'Ib-5 3wa 2' 0.do- 05r 0.326' CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida FEMDeanml . 1-314' 18'4^ 4314^ 18'4• 2• 1-V41 1-Vd• 1.114' 1.114• 5-114• 7 b3B^ 1816' vanes ACTUAL PRESSURE REQUIREMENT FOR THE Building Coda 2AnChm 4.76°MIR O,C.16tarldatd or Chat CIP pug 7Y 390 b6 39D 45016, 990 IED 1644 b4 270 In 280188 35498 7401Gd 6641t8 9491t8 341 be 44215. 560I� OPENING,WHEN ITIS LOWER THAN THE MUWON NDA-NO. 17.0630.01 4 Arc rm 01.15-Or.O.C.I Strldarcl(ar Dl0.et)C3p g2g 460 ms 7008x NA WA NIA WA 3808. Na WA WA WA 68215 BBs lm 1120 Ina CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Data.05/2612021 4 Are Ion a3"MIR 0.0.1(2)35 AIgle,Cit.I(Fla 4 7809 79008 630In 15971IS 189804 540M some NA 7601be SM bt 189288 Wins 8851. 1120 Oa MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AICIg@0.453IL11n.O.C./uCllp,Into.123'AWm.(T1g 4Y NIA WA N/A WA NIA WA - WA NA 1. WA WA WA WA 10731r8 CAPACITY WHICH MAY BE USED TO QUALIFY By 1AWor/Fabx19516410616. 22611 445111 822104 15109140 R6 177105 370103 332 its 473 Re 17oan 2211m 2B01m ADDITIONAL ANCHOR OPTIONS FROM THE Mlaml-� eProduct Contra! Mn.D,CJ FC9p(Bg 6Y 240105 350104 NIA WA WA' WA 190 in NA WA WA WA 341 on 4421ie 560IN ANCHOR CAPACITY TABLE. NOTE-"FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - i-1,000-1 FIGURE 1: FIGURE2; TABLE NOTES: ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. FIGURE 3; 3'125' LYNAI3)MULLION AND HOLES TO BE DRILLEDMULLION HLEPS SHOWN ARE NOT TO SCALE.FOR E)(ACT DIMENSIONS,SEE SHEETS 21-23. FIELD FOLLOWING DIMENSIONAL RESTRIC IONS SHOWN ON SHE 521 23. ``��1�,•'•L.10EMyF'•��i O e FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 73 l ��. ND.58705 ANGLE CUP MUST BE USED IN PAIRS. -4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SMALL BE PRESSURE-TREATED FIGURE 4: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126" t'X 3.725^X.5'MULLION O S 0. THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"HICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 72 .p '•��\ ® LEAST.125"HICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1•VF MULLION) ��(�` FCORID P.•'•�� HE MATERIAL.#10&412 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. //SS0NAL�NG,\ A.LYNNIMI&&E)�,P.E. FL P.E.#58705 TABLE 6A ® � Mullion Capacify Table pbsetx) n � i Opening Width(far var5rslly-spanrlrg minions)or Opening Height(for horizontally-spanrdllgmUllons) � a 50 in Win 70 in Iso In 901. 100 in 1201n 14DIh 1Ealn LL O Fzt-.g0lar Tre"ang. Rectangular Tmprrdang, Rectm9Wer Tr.pM u' Fe-O,r Togmaml. Rectanglber -rmp7Tdwg. ReeI.r idar ThaTdena Rectangular TrW162ng• Rectang+W TMPMWn9. RectangLOW TrupllliM9. 1x4x.126 taadhg L.cadn9 Loading Lowing Loafing LOadn9 Lcadng L-r.g L.aedhg Loeb q L-Ed ii Lvedn9 Learing Loafing Lsadng Lnadng Learing Lmcffm oz AjuM.Tube a � ,., z Aa'-. ., ,.. �' ,. 'tea .. .. ' '•..- �4 ., a �n a i 'rd m., a Nlumon �� $ � gh'S� g L�§t3kq�i � r ' 6 �� p s.'0. sg k� � € is is � s� d`n: 56 rix s rid s � 3 3� 5 �� ' S �a 5'0. ?; c �r •gg y_ .g Q�rc� Z W 42 in 1700 620 170,0 439 170.0 744 170.0 470 1711.0 868 170.0 506 110.0 892 170.0 519 170.0 1116 17D.0 521 170.0 1240 170.0 621. 170,0 1480 170.0 521 145.8 1489 170.0 521 127.6 1489 170.6 621 uy' O J 481n 170.0 708 170.0 624 1TO.D 9W 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 170.0 660 130.3 1303 170.0 680 111.7 1303 170.0 6W 97.7 1203 170.0 680 Ul 50.6251n 170.0 747 170.0 563 170.0 a96 170.0 631 170,0 1046 170.0 694 170.0 1195 170.0 723 156.1 1235 170,0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 1044 1235 170,0 756 57.6 1235 170.0 756 F, 2 �8 2 CD 64a 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 1372 1158 170.0 837 123.6 1158 170.0 866 102.9 1158 170.0 661 88.2 1158 170,0 W1 77.2 11011 170.0 651 a m 0 W 601n 110.0 B85 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 012 125.1 1042 146.7 815 1112 1042 136.8 W1 1W.0 1042 130.2 791 83.4 1042 125.1 702 71.5 1042 125.1 792 625 1042 125.1 782 GO (� e31n 170.0 B30 170.0 745 1512 892 183.6 618 129.6 992 144.4 799 113.4 992 131.0 782 Van 092 121.4 768 90.7 992 114.8 756 76.8 992 108.4 745 64.0 992 108.0 744 56.7 592 108.0 744 - 2 z 5 68M 165.4 017 170.0 TM 137.8 947 146.0 7M 118.1 847 130,3 768 1D3.4 947 117.7 752 919 947 IM.7 730 BZT 947 1OL2 727 88.9 947 96.1 713 69.4 947 94.0 711 51.7 947 96.0 711 W K W I, sU c 72M 136.0 849 142.7 737 1132 949 121.6 722 87.0 049 1099 708 84.9 849 95,4 698 755 649 88.7 M6 67,9 849. 82.7 874 68.8 849' 75.3 FS9 48.5 849 725 652 42,6 849 72.4 657 - a U) �z ,3 761n 115.5 76Z 120.7 665 9G.7 762 1026 652 825 762 60.0 640 722 762 80.9 629 642 76Z 74.2 GM 57.8 762 692 673 48.1 762 62.8 L-02 41.3 782 G9.9 597 36.1 762 69.4 698 N Q J .E 761n 106.9 724 111.4 e34 895 724 84.6 621 76.3 724 e2,e 6W 66.8 724 74.4 599 50.4 724 68.1 591 57.4 724 634 583 44.5 724 67.3 573 361 724 54.3 567 33.4 724 67.5 585 •j r •' 90 in 69.8 543 71,8 403 68.0 643 50,7 474 48.7 543 $2.9 AN 43.5 643 47.1 468 388 647 42.9 462 34.8 543 395 446 29.0 643 34.9 436 24.8 543 321 430 21.7 543 30.7 426 ? Q CD z N Min 67.3 478 58.8 427 47.8 470 40.7 419 40.9 478 432 412 35.0 470 30.0 4M 719 479 M.8 400 28.7 476 32.0 305 23.9 478 28.1 386 20.5 478 25.8 380 17.9 478 242 37fi a N g O j0 1Mh 40.3 371 41.1 341 33.5 377 34.6 335 28.8 3T7 309 330 142 371 26.8 325 224 377 24.0 321 20.1 377 220 317 16.11 377 19.0 3111 11A 377 17.1 304 ti 0) 11h 37.1 367 37.8 373 30,9 357 31.8 318 26.8 357 ZT.5 313 23.2 357 24,4 309 20.6 367 22.0 305 18.5 Yd7 20.1 301 15.4 357 17.4 294 t`1 LU x N Y Y 120 h 29.3 308 29.8 279 21.6 306 29.1 274 21.0 308 21.7 270 18.3 308 192 287 16.3 3M 17.3 263 ® U X Q �' 144 in 17,0 212 17.2 196 _ - a$r Z TABLE 68 ANCHOR CAPACITY ADJUSTMENT FORMULA:. �� Anchor Ca aol Table lbs ANCHOR CAP.,,,•... O�� I I� 9u0rimte: zTk Concrete 3.Sk Canc. Honow a4u Filled CMU PT waed MWeI (DR,-)X()=ANCHOR CAP,,,, Y16'ElcO 114"68111-5'16"Floc 114"SSEI.o 410 SI 9129bd *128 eel MULLIDNCAP.,,,,,,,,e PRODUCT REVISED Amh.,T3p0: WIV Eloo Utmcan iW'EW.Ul0aom 3110"Elco Ult- 114a E100 Uh=m l ro) 1 a.cornpl ing with the Fiorlda Anchor CBp Patterns U1-n Agg.GaW U11recan Auur G.I. 8an:,r G5)saew s oecw(05 USE THIS FORMULA TO OBTAIN THE y Edge Olslence tint i" 2-IR" 1• 244 3-NB" r 2-11a' 1' 2-ta' 2' 3.118' 2• 0.46• 0.54° d,22m CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Embedment gni 1-314' 1-aa• t-3/4'• 1-v4• 7 1-1/4^ 1-fu• 1-v4' 1-174° 1-V4" L-114" 2' 7�IB• 1a/8' lades ACTUAL PRESSURE REQUIREMENT FOR THE OA-Nm. 17-0630.01 2Anch-g4.76•Mb.O.C./standard cr onset Cl¢r iFb. Y. 3901Es 3901be 4W lbs 8901bs 1644 as 210 IDs 2801bS 354lbs Too Dis 3741m 0041bs e46lba 341 lbs 442 lb. 6W Im OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Anchom 2.25'Min.O.C./Standen](cr omet)cup(mg.37 TCOIbs 7M Im SW IN 1410[be 95216. NIA SW Ib. NIA 630 bs WA 880 ft WA W21bs ee51m 1120168 CAPACITY(FROM THE TABLE)OF THE SELECTED 8 An.h- 1.15'Mtn.O.C./S4ndad I.,omm)Clip(FTU.4i 9W lbs 1400168 N/A WA WA WA 7WIhe WA WA WA' N/A WA 1363 lbs /TN Ibs 22600n MULLION.IT WILL YIELD AMINIMUM ANCHOR By 4 Anchom®3"MIR O.O I R)245 Anglo Cilps/(FU.h): 7tlU lbs Ttl01m 68 [be 1550 lbs 1890 @1 640 ms 6W Iba NIA T60Ibo 74816¢ 8601m 18821m 802168 885165 112016. CAPACITY WHICH MAYBE USED 70 QUALIFY Miamt-0 B fociuct COntrO e Anchor¢®3"Mn.O.C./(2)2r5 An.9h Clips 1(Fi9.fi): 11701m 1170[be 1o201bs 23406s 2844 Iba 8101bs 840Ibs NIA 1140108 1122100. 1330169 28J81bs 10221m 1327 lbs taw be ADDITIONAL ANCHOR OPTIONS FROM THE dPn¢mrs®Op5'MIn.00./LI-alp,199.125"Alum.(Rg.7): WA WA WA WA WA WA NIA NIA NIA NIA WA WA WA WA td3o lbs ANCHOR CAPACITY TABLE 2 Ancho;9®229"Mh.O.C./F-Qq(FlO.8Y• 3WIb¢ 3W me 2001m 705@e -078168 WA 2601m WA 3151m NIA bEg lDs WA 341108 g421ps 6W IDs 4 Anchoa®1.15"Mil.O.C./F-Cip(Ra.:9): 480168 700 ab, WA N/A WA WA 3801hs WA WA N/A NIA WA 68216. ee61m 1f201ba NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �-- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE. E 21-23.HOLES 4.000" 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS No.68705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. 10 _ • • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROAT-FILLED ".A.• 6 • • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOWS.125' O,P ATE SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL (C ••.;t,<ORLOA.•-' N ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS. ANDD()BL ANCHOREA S I TGRADE METAL SI TALL EXTEND AT LEAST 3D.045"THIGK(18 )SCREW THREADS BEYO.STRUCTURAL STEEL ND D THE MATERIAL 91 13E AT LEAST.12V 018K1'X4'X. '17414/QUAL�N��. #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 4105.5. I A5 MULLION 6' A.L1-FL PP.E.#58767.Mil I ,P.E. 05 TABLE 7A 43 ^ Mullion Capacity Table(lbsM) �+ Y Opening VRdth(Toruerticeiy-sparning mJ6ons)or Opening Haight(for hadwrdally-spanNrlg mulllons) � a 59 In so in 701n Som 90in loaf. 1201. 1401. le01n D o 1x4x•376 R.etangdai 7leprtdmia. R-t guly T,076 na RoctaneWar 71apRdang. Pwdnnaular Tmp/Tdan¢ Rectangular 7tap/PoanO. Raclangular Tr�/TBarm. Reetengula 7raP11danp. Rectangular Tlapliltalg. Re awl 'haprnWg• o b L.edfng Laadng Loading Loafing L.adno Luadig Loadng L-14.9 L..ding afi Long Landing Laadn9 L.& fl 1a.dug L-dinA Loafing Lading Loafing z GUI 0 Alum.Tuh6 t p a a D .. Z '� 0 2 A 217 ,Fa., b t a s Z• •.. a •U A A z• z• a p. u. Mullion N u, �m �9 i a� 3 aE. do d`a' � �d s d '�� s� d s� d $ �d f� 2rc - a`¢ Z r� W 12117 170.0 Ego 170.0 435 17oc 744 170.D 478 170.0 BBB 170.0 508 170.0 992 11x.0 519 Imc ilia ITD.0 521 170.D 1240 170.0 521 170.0 1400 170.0 621 170.0 1736 170.0 521 170.0 1983 170.0 521 O y J w ,J 413 In 17CD 7D8 1 170.0 J 524 17oo B50 170.0 584 170.0 992 17DA 630 170.0 1133 170.0 661 170.0 1275 170.0 677 17D.D 1417 170.0 880 170.0 1700 170.0 600 170.0 1953 170.0 680 161.8 2024 170.0 680 (J) 5a6251n 1760747 1 170.0 663 170.0 696 1TOA 631 17G.0681 1046 170A 170.0 1195 170.0 723 17x.0 1345 170.0 747 170.D 1494 170,0 756 170.0 1783 170.0 756 158.0 1918 170.0 756 136.5 1919 170.1) 753 o �' 0 = (9 W o F 34117 I7a0 797' 170.0 812 170.0 956 170.0 691 170.0 1118 170.1) T64 17o.o 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 110.0 866 159.9 1799 170.0 861 137.1 1799 170.0 861 12D.D 1799 170.0 181 ag M <n LU 601. 170.0 185 17D.0 T01 170.0 1083 170.0 791 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1594 170.0 996 155.5 1619 1700 1033 129.6 1619 17GD 1063 111.0 1619 770.0 1063 972 1819 170.0 1063 ¢ F r0 531. 170.0 030 170,0 745 170,0 1118 170.0 850 170.0 1302 170.0 840 170.0 1468 170.0 1016 165.7 16422 170.0 1076 141.0 1642 170A 1122 117.5 1542 166.5 1158 1x0.7 1542 1679 1157 68.1 1542 1679 1167 z {, 681n 170.0 1774 1700 789 170.0 1169 170.0 903 170,0 1364 170.0 1002 160.6 1472 170.0 loss 1420 1472 155.0 1148 120.5 1472 158.8 1130 107.1 1472 147.8 110a 91.8 1472 148.0 1104 80.3 1472 148.0 1104 Z = m S t N z $ §U c 721. 170.0 1061 f70.0 .878 170.0 1279 170.0 1009. 150.8 1320 16'6.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 ea0 1320 117.0 1024 75.4 1320 112.6 1013 66A 1320 112.6 1012 w � W� O J. to In 170.0 1122 170,0 837 119.6 1184 159.4 1013 1282 1184 139.0 904 1122 1184 125.7 978 99,7, 1184 115.3 864 89,8 1184 107.5 B52 74.8 1134 W.8 935 84.1 1184 93.1 927 58.1 1104 92.3 028 D.C z N O r f 7a In 166.1 1124 170.0 967 138,4 1124 147.0 ass tr 128.8 947 103.8 112A 115.6 931 92.3 1124 105.8 918 83.0 1124 98.5 906 692 1124 89.0 690 59.3 1124 84.3 887 51.9 1124 832 078 .- r 90 in 108.1 844 111,5 T50 90.1 844 94.3 733 02.1 724 97,6 844 73.3 712 60.1 844 66.5 702 64.0 B44 61.4 693 45A 844 54.2 679 38.6 844 50.0 668 318 844 47.7 662 z 2zd Zao 40961n 89.1 742 111.5 663 74,2 742 T7.2 652 87.2 041 55.7 742 69.6 631 40,6 742 64.1 622 44.6 742 49.8 614 37-1 7d2 43.6 600 31.8 742 39.8 690 27.8 742 37.6 684 a � r- "O p0 108 in 628 586 63.9 530 62.158863.0 521 46.9 513 39.1 158 41.4 307 34.B 560 37.3 Alas 31.3 586 342 492 20.1 res 2D.6 481 Y1.3 sea 28.6 472 18.6 586 24,7 466 n M7111. 578 555 588 503 48.0 SSS 495 495 429 487 36.0 655 38.0 460 32.0 555 342 473 21.8 155 31,3 467 24A 555 27.1 457 20.6 555 24.3 448 18.0 655 22.4 442 r X Y Y1201n ABA 476 48,4 433 38.0 475 39.0 426 33.7 420 28.5 475 29.8 414 25.3 475 26.8 409 ae 471 24.5 404 19.0 478 2.1 385 10.3 475 10.7387 14.3 475 17.2 381 1- �x1441. 2B.4 �0 28.7 306 72.0 330 224 701 19.3 297 169 330 17.0 293 Q > rL$� Z m0 s1) TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: a0 6 `sem 0.. m An bar Capacity Table bs ANCHOR CgPU c S n e'"� SuOelrale: 2.7k Concrete 3.5k c- Hollow CMU i FlIIM CMU PT W..4 I Metal (DP_)X( )=ANCHOR CAP.- y16•F3c. va•ssEl.ayle•Em. va•esEm. aloslea wzsls<i at2slm PRODUCT REVISED Andtor Type: Ina'Eh.Ultra- 114'Ela.UrOmm 3'I-Ebo Nh000n 1M"E..III-- N as eOmplYln with the Florida Anchor cap Patterns Lan- Aglin'.Gaor Ullm°a1 Aogm(lator I-(o Sclew(051 screw ia3) USE THIS FORMULA TO OBTAIN THE°ANCHOR g Edgy tba6,lwe M1 1• 2-12• 1' 2•l2" 34/11" 1' 2-121 r 2-v2• 2' 3-1/a- 2• 0.48- o.s4- 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Building Code _ 5mmemam 0171 tan' 1-74• rv4• 1-3u^ Y 1-v4• t-vd• t-v4• 1-v4• 117/4• 1414• 2• fa/6• /are• woes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Anchors 4034.76 Mtn.O.C.ISanda4a Offset Clip(Fig.1a2F 3WIbn 3s0lb. 460168 9.018 1044160 2701.08 280IM 3541bs 749lbs 374168 6541W NoftG 341 ms 442 us SOO las OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 A.chas Q$223 MIR O.C./SleMed(a OmeO Clip(Fq.3F Too lbs Too ms 5w lbs 1410 Ns 952 Iha WA 5601bs INA 630 bs WA a6D m. WA 69216. am lis 1120 a,s CAPACITY(FROM THE TABLE)OF THE SELECTED BAncho�a@1.15"MIR O,C./6lundad(.r OBcen Clip F1.4], Milos 1400 lbs wA WA WA NIA 760 lbs WA WA N/A N/A WA 13x3 Ins ITIV lasx5i MULLION-IT WILL YIELD A MINIMUM ANCHOR BY E--- 4Anshan®3"MIn.O.C.!2)2k5 Argle GIOs/(Fg.5k 780168 lea Q>s Booms 19e0lbs tes6lbs 5901W 5w IN NIA 700 ba 748168 Bell Iha te02 ba 1.12 m. 08616, CAPACITY WHICH MAY BE USED TO QUALIFY Miami=0 a Product Control B AnchOn®3•Mn.O.C,/(2I 2c3 A�gls Cllpa l lFq.Bk 1170160 1170lba 1020 lb. 2340168 204/lbs 610 us 840lbe NIA 1140168 1122 as 1320lbs 2E38 me 1022lie 132r lbs ADDITIONAL ANCHOR OPTIONS FROM THE 0.43 Mtn.O.C.1UCIip,Into.I26'Alum-IFq.7t WA NIA WA WA WA WA WA WA N/A' WA NIA NIA WA ANCHOR CAPACITY TABLE. An.Oom®223 Mm.O.C/F-Gip(Fg.al 350 ms 35o Iha 290 ba T051ba 478 leo WA 280 th. N/A 315 ba WA 440165 WA 341 ms 4421084Anchoa®7WA WA WA WA 380lb, NIA WA WA NIA t 0.e21bs NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. •--� 1.062' I•••- --j 1.000" r-- TABLE NOTES: FIGURE I: FIGURE 2: FIGURES: FIGURE4: FIGURE B: FIGURE 9: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING WIDTHS IS ALLOWABLE • • P-10. 3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE• ) 4.000" 4.000' •• .••p v RESTRICTIONS ' SHEETS 21.23.HOLES TO DE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RES I NO.58705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 6: FIGURE 8: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �'d • • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE • • • • PRESSURE-TREATED3-75ANDBMIYELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL BE :�T�••. SATE F :•��: I 606375 AND BEA MINIMUM OF.125•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046" 375• 375' %l'S1••;�C�RI�P•.•'G�� THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36,ALL ANCHORS -T AL ANGLE ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYUNU THE MATERIAL.#10&#12 1•X 4'X 37� 1 1•X 4•X.076• A.L M1411&13�P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T'.MULLION MULLION FL P.E.#58705 TABLE BA Mullion Capacity Table Ibslle Opening Width(forver lcalty-sparinrlg mlAicnS)orOpening Height(for ho izardalry-sper"M mullions) b 501n 601n 701n 801, 901n 1001. In In 1401n 1601. W °- 1.26"x Reemngular TrapRdana RsctangJan TmpRdanO• Raetan2dor Treprrdml9• Reetan0dar hapRd.ng.' Raet.ngNar lnp/irlang. Reuengular Toprttlang Re0ten9War iraplTdana F�ctangNar 1FeplDlan9. Reeargufar Trep/hlan9. ,. �j m O Lowing Loafing Wadng U.dn9 Wadog Loads�g Leafing Loading Isad.g Loading Lo8dn0 Lowing Loading twdn9 Loadln0 L..ding Laadog Loadlng 62" 3.188"x .266"Alu rnb4lMNn a� ar1 a� 3.e s a a� A a s� a a m� d� a as N m bB �' a� a`� €� a al a �� g�_ �g �e 3.e g �� & IS 8� b� IS U $ 5 B fit £fig ^� 3 5$ d 7 U) LU i� drc z �rc g a` s �� a rc _ x se s� �� rc �� s rc a� 42 in 170.0 620 170.0 435 170.0 744 170.0 476 170.0 890 170.0 503 170.0 992 170.D 519 170.0 1116 170.0 621 170.0 1240 170.0 1 621 170.0 1488 170.0 621 170.0 1735 170.0 521 151.6 1769 170.0 621 w 0 _ J U) 49 In 170.0 706 170.0 624 170.0 650 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 961 170.0 1275 170.0 671 170,0 1417 170,0 680 154.0 1548 170.0 680 1327 1646 170.0 680 118.1 WAS 170.0 680 y 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1846 170.0 684 170.0 1195 170.0 T23 170.0 1345 170.0 747 167.0 1466 170.0 756 1392 1468 170.0 756 119.3 1498 170.0 750 104.4 1488 170.0 758 LL` z 5�In 612 170.0 958 170.0 691 1700 1116 170.0 764 170.0 1276 170.0 803 163.1 1376 170.0 837 148.8 1376 170.0 856 172.3 1376 170.0 961 104.8 We 170.0 661 81.7 1378 170.0 891 (9 m C3 O 6 701 170.0 1063 17D.0 707 156.9 1158 170.0 878 139.0, 1158 167,4 830 123.0 1158 156.8 919 111.2 1156 150.0 912 92.7 1168 144.8 905 78.4 1158 144.5 905 69.5 1158 144.8 905 � F=- W t0 � 6 745 160.1 1051 170.0 850 137.2 1051 155.8 862 120.1 1051 142.0 848 108.7 IC51 132.3 837 96.1 1051 125.7 W0 ODA 1091 119.5 822 68.6 1051 119.1 821 60.0 1051 119.1 521 C1 � � Q 681. 1fi7.1 857 170.0 789 138,3 957 151.9 805 119.4 957 134.0 T90 104.4 957 121.6 777 02.8 957 112,8 767 83.6 057 106.6 769 60,6 OS7 WD.0 750 60.7 957 08,9 748 52.2 957 68.9 7" z Z „Jz v = J oU c 72 in 178.7 801 1352 698 107.3 604 1152 684 81.9 604 101.3 671 110.4 804 81.4 680 71.5 804 64.1 650 64,4 OW 79.6 643 53.6 864 723 633 46.0 804 68A 629 402 805 69.8 628 w - '� 761. f09A 722 114.4 630 812 722 972 618 78.2 722 (15.3 605 69.4 722 76.7 696 60,8 T12 70.3 589 04.7 73. a9a 900 45.6 772 69.5 570 39.1 722 56.7 565 34.2 772 602 564 rcZ 781. 101.2 685 105.8 600 A4./ 885 89.6 588 723 68S 78.5 571 63.3 695 10.5, 569 662 665 645 360 50.6 685 60.1 553 422 865 64.3 643 36.2 684 81.4 537 31.6 665 00.7 536 901n 05.0 515 66.8 457 84.9 615 67.5 449 47.1 515 50.1 441 41.2 515 44.7 434 33.6 515 40.8 428 33.0 615 37.4 422 27.5 515 33,1 413 23.5 515 305 407 20.8 515 29.1 464 Z Z N Q N t1-- X Z BG In 04.3 453 05.8 404 45.3 453 47.1 397 36,e 463 41.0 391 33.0 453 36.4 385 302 453 33.0 3T9 272 453 30.4 374 22.6 453 26.6 366 19.4 453 24.3 380 11.0 453 728 356 a I" W N .•Q E� 106 In 38.1 358 39.0 323 31.8 355 32.8 318 272 356 20.4 313 23.8 356 252 309 212 358 227 304 10.1 358 10.8 300 ISA 358 10,0 293 d III In 35.1 338 35.8 306 29.3 336 .30.1 301 25.1 338 26.1 29T 22.0 335 232 293 19.9 370 20.9 289 17.6 338 19.1 285 ILI M 1201n 27.8 290 28.3 264 232 200 23.8 260 19.9 230 20.5 258 17.4 280 192 253 15.4 290 10.4 249 43 11 LO cn N 14441 18.1 201 16.7 106 R a cr z.•W x(0'1 d �� TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: 'n Anc her Ca pacity Table Bbs) LOi �� ANCHOR CAP.,m„a„ o" y suo99at0 27k 0.xcr9e 369 COtC, abx ONU F10ed CMU PI'y/w0 ibda (OP„�)X( )=ANCHOR CAP.,® ' MULLION CAP.,,,,,,,,,, 'J76 Dc0 Vass Sue 6'1619[0 1/4'99 Elco 010 alai Ff29ta1 M291CI PRODUCT REVISED NK14lTjpCKi-74: o Udrsm vC 6u0UWOGM D/16 Eco UOrxan v4'FJcoUlhacon AnchorCllp Petlems unrxon A79reGator utlxm Ag3tecan screw(r)5crew l�) scrrx(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Build ng ying with the Florida Edge D5lalce ft2-v7 1' z-vr 3.176 1- z-vz 1• 2-12 z 3-1/w 2• o.m• Bs4• 0.32• CAPACITY REQUIRED'CORRESPONDING TO AN Building Code E.W=ent n 13T4' 1314• 134' 2• 1-V4• t-vm 1-v4• 1-v4• 1-114• 1411 z 1aa• lays' lades ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Anc1Ki5@475-6113 O.C./StanddaOUN02p(Fig 1r 3901te 450105 6501 1 Hl4 OIDS 261IBs 354 m6 74011. 3741[6 654118 945165 341 e9 44268 5608. OPENING,WHEN IT IS LOWER TWW THE MULLION Expiration Date 05/26/2021 4Amn Q 1.15"M131 O.G/SINKsam(a 0.66[7 C1p(Fi94 7W Ib5 N/A WA tUA WA 3610<9 NM WA NIA WA WA 662MS 885 MS 172MUS CAPACITY(FROM THE TABLE)OF THE SELECTF�4Arcr09®s•M (Flg37 leairs 68D ros 15m its taxi lbs 640106 563106 WA 75911. 746135 0830. 1692 hs ®2 h5 8851ts /1201 MULLION.Ii WILLYIELDAMINIMUM ANCHOR By__4Arcron�0.45W81.O.G/UL11p,Into.12-ThUn(Fig 4r WA WA WA NIA I4/A WA NfA wA N/A WA WA NIA WA 143010. CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Daa roduct ontro1A.WfFMP(Rg 6k 105 D. 225 ms 445144. 8718. 135 ros 140 Its iT7 TDs 370166 1871bs 332189 4731.06 170 D9 22/1.05 MCI ADDITIONAL ANCHOR OPTIONS FROM THE 2 Menem 01.16 MR O.CJ F4;0 9 6T 240108 350 D. N/A WA N/A WA 190 Re NIA NIA WA WA WA 341 M d421ba 5rA lbs ANCHOR CAPACITY TABLE . NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: F--1250•-( ' ® ® ® ® 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. 111 j 11 I 1 t I I I7// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ��SA,O•,.....,, �i� FIGURE 3: �1�,•' <,10ENSF••�(� 3.138• ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE Q; '•,1;np CLIP 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. 295" _ VATC IN PAIRS. q)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATONS.HOLLOW ANDGROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL '•FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TSAND BEA MINIMUM OFA25"THICIC STEEL STUDS TO BEA MINIMUM GRADE 33 AND �i�_(1 '•;c�ORIDP,,-' ��\� ® .045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL 1.25"X 3.186"X.265'MULLION. LI O ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-1/4'VF MULLION) • 910 8 912 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR410 S.S. A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 9A off R Mulllon C9p9eity TBblo(Ibsif e) Opening Width(farvertically-sparing muilans)or Opening Height(forhor¢ontanyspaming nallons) 1 59N Win 70 in 8016 90117 1 1001n 1201n 140117 1.2613.25 Rectangmr TMWTH0ng, fieelan9uler Tfep/Tdev9. R..Img9 hr 7mp'Teug. Rwlaryular Turfmana Rectangular T1By(dan0. Realenauiet Tmprm RvatmoaNt Tr4prtdug. Rm1.nBWar Tmpnlan9 ItaolugWar Tmp/Tdan3. C 6 m lo0dlr.0 Leading LoadOB LoealnA Loeding L. no Loed'n9 Loveine Ludltg Loadln0 tna,Gna Loa,ln9 Loading Loadln0 LoedmB LOadinA Wading Lo0dN9 w AIum1TahaT511 �� aIs o r 2 n� e� �� B� .s 2� _ NZ MumonB '�G3�4 Axy,B f6ryY t 2gq� 96 2 ,GLh�$J'7 7. 1{L,+ n�2 6 Z 1 I @ �� 1 3 6 � B 2 2 <d 5 666 3 6000 > Z N�-K� w 421n 170. 820 170.0 435 170.0 744 170.0 47B 170.0 868 170.0 608 17¢0 891 170.0 519 170.9 1118 170.0 521 153.3 1110 170.0 521 127.7 1118 17D,0 821 10¢0 1118 170.0 621 940 1110 170.0 617 W _ /Bin 170A 708 170.0 824 17¢0 850 170.0 594 167.6 079 170.0 630 1447 978 1700 861 130.4 878 170.0 677 117.3 076 170.0 080 91.8 970 170.0 880 818 970 170.0 680 713 W0 17¢0 9A0 W 'J � 5¢8251n 170,0 747 170.0 503 170.0 690 170,0 031 150.7 027 170.0 634 13L9 927 168S 708 1171 927 159.1 BBB 1056 927 156.3 698 87.9 921 1543 695 75.4 827 160.3 69S 05.9 927 156.3 805 K of L_ 2 541n 170.0 797 170.0 612 1545 BBB 170.0 801 132.6 808 163.9 N3 1159 889 141.8 669 103.0 969 134.0 680 92.7 689 129.8 654 77.3 609 128.8 052 582 669 128.8 052 57.9 069 120.8 652 O, tll O I-• 0 CO 601n 1432 746 1618 834 110.4 745 132.3 020 102.9 718 117.0 808 09.5 740 107.8 598 78.6 746 1010 592 71.6 740 08.6 687 69.7 746 W.3 693 51.2 748 83.3 583 44.8 746 03.3 603 a m co C')) 3 03 In 123.7 OT7 132.0 519 103.1 677 113.2 600 69.4 077 100,4 656 17.3 677 91.4 649 08.7 877 85.2 539 61.9 077 81.0 534 51.6 677 17.0 028 442 677 70.7 629 30.1 677 70.7 620 Win 107.6 617 114.1 630 Bal 617 137.6 519 70.8 017 08.3 600 87.2 617 70.3 600 59.8 817 716 494 63.8 817 80.7 180 448 617 64,1 99] ]5.4 817 133.7 402 33.0 817 63.7 482 U W a J 72N 87.0 616 07.1 450 681 518 74.2 440 59,2 810 65.2 432 61.0 810 59.8 115 48.1 510 E42 418 41.4 618 50.7 414 34.6 516 41,8 qOB 19.0 518 45.0 405 25.8 518 45.0 406 = z z m g 76 In 704 465 711 406 647 466 02,8 398 60.3 405 54.9 300 IA1 495 49.4 38.1 399 465 45.3 378 352 465 422 374 29.4 405 28.3 387 25.2 405 38.6 501 220 165 382 383 I¢ � j� � �0 4 78 In 662 441 640 387 543 441 6i.7 379 46.0 441 60.8 372 40.9 441 46.4 366 36.2 441 41.8 360 328 441 38.7 358 2T.2 441 34.9 349 23.3 441 33.1 348 20.4 441 32.7 346 a J ^Z t2 LZ_ BO to 42.4 332 43.8 295 ]4d 392 37.0 289 00.] 392 32.3 284 2fl6 331 28.8 1�. 23.8 332 29.1 216 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 19.6 262 13.3 332 147 250 _ ¢ O 96 In 35.0 291 35.9 260 20.1 291 30.3 250 25.0 201 28.4 152 21.9 291 215 24B 19.4 291 21.3 244 17.6 181 10.5 241 14.6 291 17.1 236 12.5 291 148 232 Z O Q N 108N 14.8 230 26.1 200 2¢5 130 21.1 20i 11.5 230 143 511 154 130 182 190 Q ry11Z 171 N 22.6 218 23.1 197 140 214 1eA 191 103 218 149 181 14.1 178 14.9 169 N Ji GO 1OO 4201, 17.9 167 18.2 170 149 187 10.9 187 ' W CO W X vYi uYi N Q 0 . EL y TABLE 9B ANCHOR CAPACITYADJUSTMENT FORMULA: 0 1? �'0 Q Anchor Capacity Table Ibs L) .6..11711: 2.7x Conomle 15k cone. ANCHOR CAP.,g",.-. m Hollow Cmu Filled CMU PT WOotl Melal (OP)X( )QANCHORCAP._ A.h.,T 5116•FJaa 114'98 Euro 5116•Elao 1!4"59 Elco 010 Sled 012 steel 912 Giad MULLION CAP.,, PRODUCT REVISED , Anchor COp Pattem9 1'06' 3/1C Eic0 UllrecOn 1l4'Eko ultm4an 3/16"Eho Ullnmon 114•[Ico Wrmon { ) (G5) { ) USE THIS FORMULA TO OBTAIN THE"ANCIn HOR a pt'U;Ireoan ApOreGNW Ullrecon AAAreg0lar Screw c5 Saw screw cs 6 om In with the Florida Edge Dlsiaree pnp I. 2-772 t• 2-ur 3.1ty 1^ 2-112• 1^ 2.1/z' 2. 3-118• z 0A6' 0.54• 0,324" CAPACITY REQUIRED"CORRESPONDING TO AN B -7-N o e EmledmeN On= 1.314• 13'4• 1.3/4' 1.314' z• 1-v4' 1-114• 1-1r4• 1.1/4' 1-714' 1-11. T 1076' falx wrier ACTUAL PRESSURE REQUIREMENT'FOR THE NOA-No- 77-0630,07 2 ArohOrs(ii4.75'Min.O.C. thandaid a Cffel ap(FIp.11 39056 3W@3 450W 900 Ias 1644@. 27011as 26016. 354105 740 1b. 374 lbs 664108 946ne 3411Ds •442161 56015. OPENING,WHEN R IS LOWER THAN THE MULLION FuIplratlon Date $/26/20211 4 Anrham g 1.15'Min.O.C,/Standwd(or OrcaeO ap(FIV.2j 480 hs 700 Ibs WA NIA WA WA 360 In NIA NIA NIA WA WA 682 Ibs 88516. 1120 ffffi CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors Q r MI0.O.C.1(2)245 Angle Cllp9/(Fig.3T 7a1 ha 700 Ib. 600 be 15600. 1898 S. 64016. seelbs WA 760189 748 Ss no in 1692109 682 In 885 as 11200. MULLION.IT WILL YIELD A MINIMUM ANCHOR 13y 3 A.11am Q 0.54'MN.D.C.I U451p,hlo-100•Al...(Fig.4): NIA WA 14A N/A WA WA NIA NIA NIA NIA NIA WA WA WA 850100 CAPACITY WHICH MAY BE USED TO QUALIFY Miam Product Control 1 Anchorr F-Qp ffb-5); 195133 193017 225 ba 445@e 82210. 13fi@o 140160 177Iba 37016. 187101 331 Iba 47316. 17010! 221101 28016. AUURIONAL ANCHOR OPTIONS FROM THE 2 Anobas 91.15•Min.0.C/F4]p[Ftg.6): 240 b9 350 an WA NIA W0. WA 190161 NIA NIA NIA NIA WA SI116s1 44210. EGO lbs ANCHOR CAPACITYTABLF - FIGURE 1: FIGURE2: TABLE NOTES: 1,460" F-1.250'--1 ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 11111 1771 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" 3.260' � pN..LYNN SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �? 110EN9E M/``1 �� ANGLE SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '•,� ® 0 BE USED '*; No.60765 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ �•_ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 6913.WOOD SHALL --0' BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE I�- ` FIG FIGURES: FIGURE 6: 6067-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND :��'•, SATEF ; (U .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.12T THICK AND A36.ALL .100" .100" �' '•.;°[OglOp;,••' C� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, 1.25"X3.25•X.100" 1,25'X 3.25"X,100" ��iSS/ •'•••'.E'!O' #10&012 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. MULLION FOR MULLION FOR �/,0NALtt�� FnD-MULLED UNITS FACTORY-MULLED UNIT9 A.LYM M1111IR P.E. FL P.E.B 50706 TABLE 10A Mullion Capacity Table(Iba#ta) Opening Width(farvelticelN�speruingmUiorls)or Opening Height(Ibrho4zmAeByspannig mdGons) el 60 N 6D I. 701. BO In Soh 100 in 1201" 140 In 1601n _ a 0 126 29.26 Raclmgu111 Tr.p/rrlang. Rateneuar T"splfriang. Rectangular Tr.pfrd.ng. Roetmgular Tmprrdwg. Rnc18no fv, Trap?clang. Rlwl radar T.06 a. Red.gWu Tapf ilang. Rectangular 7apTdanB- ReclanguIS, T,.Wrrb q. LoodtoB Lo,db, Landing Loading Lending Loading Leadng Loading Lowing L,ad6,g Loading LcadO"g L.edine lending Loadinn Leading Landing Lo.dhg ay O x.826 ,- Alum-Tube .� E.. .� 6 ,� .F .�N ,t .F '8,. 'CELL 5.. 5 •b.. v., � .q '� .v `.. A ', .;u• Mulllan a G� C A�. A� u� lag U$ g. o ss� a a � �^�. N u vT4 e v v v uy6 � ^€ g� �" a -5 s .5 3p € 5 g� o s5 e `g sP viz tP _ ti� `� sa w .-w s2, a i� 2rs s'�. . sE+ e`n°IQ`z O Na-rc W 42 in 170.0 620 170.0 475 170.0 744 170.0 474 170.0 B6B Ii0.0 676 P0.0 992 170.9 519 170.0 1116 170.0 621 170.0 1210 170.0 521 170.0 1488 170.0 621 170.0 1735 1740 521 170.0 1983 170.0 521 _( 4O In 170.0 709 170.0 624 170.0 9SO 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 110.0 M17 1740 800 170.0 1700 170.0 fiGa 169.7 1979 f7D.0 640 1405 1979 170.0 890 K 'J in 7 501251n 170.0 747 110.0 663 170.0 696 17x.0 631 1709 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 1740 747 170.0 H% 170.0 756 170.0 1793 170.0 766 1626 1877 170.0 756 133.5 1977 170.0 756 = $ F=- 641, 170.0 797 170.0 612 170.0 956 170.0 691 1709 1116 170.0 764 170.0 1276 170.0 Bin 1709 1494 170.0 137 170.0 1594 170.0 056 1544 1768 110.0 461 134.1 1769 170.0 861 IVA 1759 170.0 031 O W C) U) M m LU out. 170.0 606 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 BIB 170.0 1417 170.0 544 151.1 1611 170.0 998 145.0 1511 170.0 1033 120.9 1511 170.0 1067 103.6 1511 170.0 1063 80.6 1617 170,0 10G3 f11 to 67 i0 110.0 930 170.0 7/5 170.0 1118 170.0 860 170.0 1302 1740 940 156.6 1770 170.0 1015 1392 1370 170.0 1076 125,3 1370 154.0 1002 701.4 1310 155.9 1072 99.8 1770 155.3 1070 70.7 1370 16'5.3 1070 C� u 661. 170.0 9l4 170.0 789 170.0 1169 17D.0 903 156.6 INN 170.0 1002 136.2 1248 168.6 1013 121.1 1248 147.1 1000 108.9 1244 139.0 989 97.8 1248 1304 971 17.8 1240 129.0 876 68.1 1240 119.0 076 m •� 771n 167.8 1049 170.0 BTB 139,9 1049 1W2 092 119.9 1040 131.1 076 104.9 1040 119.1 BED 93.2 1049 109.7 840 83.9 tO49 102.7 038 69.9 1049 %.3 828 69.9 1049 91.2 810 62d 11179 91.1 020 vi `dU W . 76in 142,7 941 149.1 622 118.9 941 120-8 005 1019 941 1112 791 89.1 941 100.0 777 73.3 SA1 91.7 766 71.4 941 65.6 767 69.6 941 TT.6 744 51.0 %1 74.0 737 44.6 %1 73.3 736 � T81n 172.0 694 137.6 IB3 110.0 894 116.9 767 91.3 894 1024 753 826 894 81.0 740 73.7 694 84.1 730 66.0 B94 78.3 721 55.0 944 10.7 707 17.1 B% 61.0 701 41.3 834 66.1 69B j Q .a, t` solo 05.9 671 40.7 �2' 71.6 671 74.9 595 61A 671 65.3 G76 53.7 671 60.1 666 47.7 6T1 529 556 43.0 671 48.6 651 35.0 671 43,1 639 30.7 071 39.7 531 26.0 671 37.9 626 Z Z Q N W 96 in 70.8 690 12.8 59.0 690 61.4 618 50.6 690 53A 809 44.3 600 47.6 502 38.3 690 474 ABA 354 690 395 408 19.6 690 34.7 477 25.3 690 31.6 d69 22.1 690 299 484 F x MZ 108 In d9.7 466 60.8 41.4 166 42.8 414 35.5 466 37.1 400 31.1 409 72.4 402 27.6 456 29.7 386 24.6 lC6 27.1 381 20.7 466 27.6 302 17.0 466 21.2 376 15.5 466 19.6 370 a �_ N h mCD � 1111n 15)1 441 IG.7 301 147 397 393 32.1 441 34.1 307 246 441 30.2 362 26.4 441 272 376 228 441 2L.9 372 19.1 d11 21.5 367 16.4 441 19.3 356 14.3 441 179 351 .�- m 110In 70.7 370 -LI-1- 344 30.2 378 31.0 339 26.0 378 26.8 334 727 378 23,7 329 20.1 378 21.3 326 181 379 195 321 15.1 370 107 314 1a� w x Y oY iM in 21.0 262 212 242 17.5 262 17.8 239 15.0 262 15.3 236 2 U N 03 acs L 10 cn O TABLE10B ANCHOR CAPACITY ADJUSTMENT FORMULA: o � �� Of Anchor Capacity Table(IDS) HO r ANCR CAP.,,,,,.,,,,\ 914hlmie 278 C07c"r4e 46N C%Irle. Hollow D4 FIIIeO GAU PT1v000 Wag P-)X` / ANCHOR CAP.,,,, 5'lceco 114 ssoao alPeco 1w ssfi7co anstol at2st4d m2 sial MULLION CAP.,. ,., PRODUCT REVISED AnehorCllp Patteme ;Edq3 Anchor lype, 311P F)OOLUMm 114•F)cBUllracon 5'117 Elm l IM. -114•M.111Ir400n ( ) (33) 5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as eomplyin wlih the Plorida 11Ba40n ABD9Gu0r UlOacm A n3(9alor Stlew Cil spew 5 Scltw(O C4Sb-onj i' 242• 1^ 2442' 3.110' r 2-vT 1" 2-1/T z alar T 0,46• 064• 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN Building CadeMeOnmt n' lar4" 1y4• 1,14" 104 z 1-44' 1-114' 1114• 1-114• 1.114' 1-174' T .1-3'6• lye' Yznes ACTUAL PRESSURE REQUIREMENT FORTHENOA-No, 17.0630.01 2Ancto6@47PMInOC./S.an01cnp(ng.1) 397IDS Soo 3S 4A be 8901h 169IDS 210ICs 280Th 35409 7401h 374 bs 664 me fY161h7 341101 4d21W 560 IDS OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Dote Q5/2 612 0 2 1 4 Amhae®1.15-MI,O.0 I stmeano IT Oise.)Clip(Fla.2) 480104 70D 077 NIA RIA IVA WA 3001[, WA IUA RIA WA NIA 6621Ds 085 lb. 11200s CAPACITY(FROM THE TABLE)OF THE SELECTED 4AIcmr3®3'MITI.QC.I M 256 Ar471a Clip]I in 97 7Ga IDa 'Ga. Ee01D9 15e]ih 1896165 540ICs 'Galea NIA 7601ts 748 IDS 880Ih 111920)5 WZID3 BBS Iia 1120115 MULLION.IT WILL YIELD A MINIMUM ANCHOR-. By SArcI.aQO.bi'MOL O.C.lULIip,InlO.tOP AInnL(Flo.AF NIA NIA IIIA WA WA NIA WA N/A WA NIA WA WA MIA WA 950 Ott CAPACITY WHICH MAY BE USED TO QUALIFY Mlaml-0a Product C- o�ol 1 A7C r°f/FLllp(Flp.rO' 1HiIh 1950. 226 ba 446105 822100 135 ms lath 177105 370Its 1671b9 332104 AJ31bs 170104 22110; 180 OA ADDITIONAL ANCHOR OPTIONS FROM THE 2 Aachen®LIP MIn O.CI FLOP 9.eT ZAO m9 3500n NIA NIA NIA NIA 180108 NIA NIA NIA WA WA 1 341167 I44210, 660 I- ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES: 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. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. tit 1111 I II7I7 N ' 'i FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ; '� ••'�yGENS'p!L/` SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.250' 3.250' Q!�; ,.!� ANGLE SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. CLIP MUST N0.58705 Fe • BE USED 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND n IN PAIRS. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL - X FIGURE 4: FIGURE 5: FIGURE B: BE PRESSURE-TREATED YELLOW SOUTHERN PINE W ITH AN SG OF 0.55.ALUMINUM SHALL BE 624' .624' %��•'• 3Tq 150 / •� 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND -L T••. • • .045'THICK(iB GAUGE).STRUCTURALSTEEL TO BEAT LEAS7.125'THICK AND A36,ALL %4'�s'••FtORIDI;,••'��'`� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 7.25"X 0.2 4" 1.26"X 3.25 R FIELD- FO4 • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 410 S.S. MULLION FOR F UNITS FACTORY-MULLED UNITS 7I7I'r i 11(11 A.LYNN MILLER,P.E. • FL P.E.#58705 TABLE 118 mn Mullion Capacity Table pbaRta) �� Y Opening Wdfh(forvedice"panning R1u71ons)orOpening Height(foncoiizoida9)epannirg mul6om) C a 50 in. 60 in 70 in 80 In 90 in 100 it 120 in 140. ISO in 125x394 Ractn,9la" Trap+tdang. Reerargd., Traprtnan9, Rectan9ular Traprrdong. R"clangula Treprrdan0. Raclaogul., Trep/6dang. Radongalar Tr4plTdans. ReOamyutar iteplfdarg. RecW,gular TrepRdan9- Reciangalar Traprrrrang. +� w x.824 Laadmg LoadlnA lna&ng Loading Leading Loafing Laading Loading Loading Loading Loading Leading Loading Loading Loading Leading Loading Loading ^Y V Alum.TUbe Mullion a flo I aQ m.A , �A[17 a o sa � .� 3 =a � .s b P U)y " t U �2- dam € �� z's aGa W421n 1740 620 170.0 435 170.0 744 1700 478 170.0 B68 170.0 506 992 170.0 519 170.0 1116 170.0 527 170.0 1240 170.0 611 170.0 1689 170.0 521 170.0 1135 170.0 521 170.0 1983 7705 521 - T U) 40 In 170.0 TOB 170.0 524 170.1 050 170.0 684 170.0 932 170.0 630 ti33 170A 661 170.0 1275 170,0 677 170.0 1417 170.0 SOD 170.0 1700 7705 600 1740 7983 170.0 690 nO.D 2267 170- E90 0: CO 50.625 in 170.0 747 170.0 663 170.0 896 1700 63t 170.0 1046 170.0 686 170.0 1195 170.0 723 170.0 1345 170.0 747 170 n 1494 170.0 766 170,0 1793 170.0 75" 170.0 2192 170.0 766 170.0 2391 170.0 75fi = o F 54 in 170.0 747 170.6 612 170-0 966 170.0 691 170.0 1116 170.0 754 IT3.0 1275 770.0 003 170.0 1434 VOLD 037 170,0 7694 170.0 956 170.0 1913 1740 061 170.0 2731 170.0 861 160.2 2403 1705 861 O` m C3 in 801" 170.0 685 170.0 701 770.0 1063 170.0 707 170.0 1240 170.0 BTA n9.6 1417 170.0 964 170.0 7596 170.0 B96 170.0 1771 170.0 tOJJ 170.0 2125 1700 7063 148,3 1163 170.0 tOW 119.8 7163 170.0 1063 F U to 631, 170.0 930 170.0 745 170.0 1116 170,0 960 170.0 1302 170.0 960 1700 1408 170.0 1016 170.0 1673 170.0 '1076 170.0 ISO 170.0 1122 158.9 2060 1740 1160 134.5 2060 170.0 1171 117.7 2060 170.0 1171 C W Z Win 770.0 574 170.0 709 170.0 •t1G9 170.0 903 170.0 1384 170.0 1002 170.1 1558 170.0 1006 170.0 1753 170.0 1155 170.0 1948 170.0 1210 143.0 1966 170.0 1275 1220 1966 170.0 1206 1071 1966 170.0 1206 Z 7 Q C z 2 m = 721" 1711.0 IOU 170.0 97B 170.0 1275 170.0 1049 170.0 1488 170.0 1126 170.0 1700 170.0 1710 151.7 1734 170.0 1315 138.7 7774 169.8 1386 115.6 1734 155.9 1366 99.1 1734 1W.4 1362 BG.7 1734 1601 1352 w 2 J a. 0 o 161" 770.0 1122 170.0 937 170.0 1346 170.0 1060 1603 1556 170.0 1209 147.4 1656 1652 1285 131.1 1556 15L5 1266 117.9 1556 141.3 1251 98.3 1555 128.3 1129 841 1556 1223 1219 73.7 1656 121.2 1216 �Z 76 in 170.0 1151 110.0 967 170-0 1394 170.0 1116 155.9 1477 167.3 1245 1368 1477 151.0 1226 121:2 1871 139.1 1206 109.1 14R 129.5 1791 90.9 7-077 116.9 1169 TT9 1477 110.8 1150 W2 1477 1093 1164 r r r 90 in 1420 1110 1465 966 11SA 1110 123.9 95a 101.6 1110 1079 951 80.8 1110 96.3 936 78.9 Ilia 87.6 922 77.0 1110 80.7 910 692 1110 71.3 W1 50.7 1170 05.6. e70 44.4 1119 627 670 9G In 111.0 975 120.3 BT2 81.5 976 1015 659 93.8 975 98.3 842 73.2 976 78.5 929 66.0 075 711 BIT 565 975 Wl 807 48.8 975 57.4 789 41.B 9r5 523 776 36.9 975 49.3 767 x Z10 tog in 822 771 84.0 695 69.5 771 TO.1 685 68.7 771 61.3 6T4 SLA 771 54.3 654 65.7 771 49.0 665 41.1 771 61.9 617 36.3 771 30.9[632 29A 771 35.0 621 25.7 Rt 92.4 612 �m57 'n 76.7 730 77.3 661 .67.1 730 65.0 fi60 54,1 730 56.3 630 47.7 730 49.9 631 421 730 46.0 622 37,9 730 41.1 616 31.5 730 35.6WO 27.0 731 319 609 23.7 730 29.5 591 1201" 59.9 611 61.0 W9 49.9 624 512 560 82.6 614 bd,3 552 17.8 814 39.2 544 33.3 614 35.3 631 30.0 fi7A 321 531 255 624 2T7519 21A fi24 24.6 509 10.7 fi24 125 501 0 � x � Cn LLa 1441" 34.7 433 35.1 600 29.9 433 29A 395 24.8 433 25.4 390 21.7 433 224 3B6 19J 833 240 301 17-3 433 181 376 O= U N ,¢ U O Q -or Z > a �O gO TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: p �a dKmd Anchoraapacity Table(Ibe) O a m o� sumlralc 2.790-nate 9.59 cant. Hollow CMU Flued Cedu Prweal mad (pp�)X/A NCHOR CAP,ra».T._ ANCHORCAP.u, 9104 Elco v4-ss Boo 5ns�Eca 1fr66esa e1o6ted 1112SIMI ul2 steel (MULLION CAP.,,w,,,) PRODUCT REVISED AnehorClip Pe!ffima ArchOr Type; &16'BCo Wra071 iii'E1to Uemcmr lila_ 3N6'Elco Ua_. v4•FJtaUtram AggreGater Utram AggreCalor Scw(a5)scan(675) S-(L95) USE THIS FORMULA TO OBTAIN THE'ANCHOR as e0mplying with the Florida Edge aatanc0 ft 1• 2-112 1-- 2-v2- 3116" P 2.117 1' 2-117 27, alfa- 2 0,49' 0.64" 0.324• CAPACITY REQUIRED"CORRESPONDINGTO AN Ki1dI0B Codo FJnbemnai[trn: 10/4" 14'4' 1.910' 1�1a• 2• 1-v4• 4-i r 1-174' 1-lur 1-v4' 1-114' r i-arc^ 1316• v les ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 Anct0rs®4.79'MIRO-C.I Stau dam ttOOsel alp(n&1): 390 ms 3g01m 450It. 900109 1644 Ibs 2701"9 26010+ 376105 7401M 374lts 664 90 966 ms 9411ba 442 It. 56011m OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Dat.05/26/2021 4A.r.-@1.15'MIn D.C.J sia0dam(or MM)CUP MIL 2J 490 Its 700 On NIA WA NLf NIA COD IED NIA WA NIA WA WA 682 im BM ids 1127175 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Are105�7NIlL 131-1 ga5Arj-C"/(rig.3} 700 m9 7901m WO ICs 156D its 1896105 SAID Obs -56715 NTA 7601M Z4&Its Sea Be 18921[6 682 Its 8e5 Pm 11201m MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 ArcMm MIn.O.C.I U•Clip,Imo.100'Alum(Fig.4) NTA WA NIA WA 1418 NTA WA N!A -WA NIA WA WA NIA WA 12671te CAPACITY WHICH MAY BE USED TO QUALIFY Mlara-De Product Control 1Arcror/r't:ep(RgSY 1951os t9 Ibl Z5 it. t451ta BZ>ma 1ssm9 140M mors 370106 tel ms 3sz" 473 t9 170 ms 227 ms zeolm ADD ITIONAL ANCHOR OPTIONS FROMTHE 28"770" 1.76'NJn O.CJ FCOp(F7B.6j 260 ms 3501ts NIA WA NIA NTA 1W ice WA WA NIA N'A tUA 347 ms 64285 5601,5 ANCHOR CAPACITY-TABLE FIGURE 1: FIGURE 2: TA - 1.250' 1 BLE NOTES: O ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION LID ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, �1% LYN rfyJi� FIGURE 3: 3.94" ` 000-•• 4f i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE '� •''�10ENS- '� ANGLE C\•' F ;� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ` ® ® ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. = No.58745 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURES: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE ""y000f1 W 6063-T5ANDBEAMINII,dUM OFA00"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 624" 0�'•. ® .045-THICK(18 GAUGE-STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A$6.ALL -�- iFS1''•F.ORIDA.••'G\�� ® ® ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL �'%`SZONAL #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 7.25'X 3.94-X.624' kLYNN MWdOEIe,P.E. MULLION FL P.E.#58705 TABLE 12A • ry Mullion Capacity Table Ibse o Opening Width gor321WoellpspannInlg mrillon6)or Opening Hoight(for hodmMally-spanning mWlIons) � 60 in so In 70 In BOM 1Ba In 100 in 1201n 1401n 11601. Rccton9ular TaP'iNanB Reotmgwar Tmp ri0n0. Reolangular TreplTdarg• Recinngdx TraplmanA- limlangwer 7r4prrilm9. Reatarguar TeptTian9. Redmgulw TrWTHaJ11 ectangular Tr2plTdang. Rectangular Tmprrd a. 2xAx25 Laeen9 Undng L9adng 1:.e g Loading Lsedlrlg L9adng Loadag 1--dine Loading Loadn9 Lo4dng Loki g U.drgLaadng Uo dnA Loadug Loading S Alum.Tuba Z T911311 •- x xMullion � �� sa � s s� a� � a� �� s� de i �� g €� �& �� 9 �� s9 a � i s� a �� N 6. t 17_ b_ _ 5 t-g b_ 71i _ g s� 3� � sG �x _ o § � �. �� _ ° U w a e -� rc o a`rc g day a a �rc a`D �4n 421n 770.0 620 170.0 435 170.0 744 17Q0 4T6 170.0 696 170.0 5g6 170.0 992 170.6 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 5110 1730 170.0 521 170.01983 1704 421 48 in 170.0 708 170.0 524 170.0 Me 170.0 684 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 770.0 680 '170.0 1706 170.0 60.0 1983 170.0 680 170.0 1267 17D.0 680 -80.8251n 770.0 747 170.0 563 170.0 896 770.0 631 170.0 10d6 170.0 684 1771.0 1193 170.0 723 17x01345 170.0' 747 170.0 1494 1M.0 766 17D.0 1783 170.0 70.0 2092 173.0' 756 170.0 2391 1700 756641n 170.0 797 170.0 612 170.0 956 170.0 601 170.0 1116 170.0 754 170,0 1275170.0 803 1700 143q 170.0 837 170.6 1594 170.0 656 170.0 1913. 170.0 60.0 2231 170.0 661 170.0 2550 170.0 861 Uj 601n 170.0 885 170.0 701 17D.0 1%3 170.0 797 17D.0 1240 170,0 878 1704 1417 170,0 944 170.0 1594 170.0 956 170.0 1711 1740 1W 170,0 2125 170.0 10.0 2479 170.0 1%3 100.8 2,60 170.0 1%3 � (D531n 17QO 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 IBIS 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 7 .7 2553 170.0 1171 1439 2553 1704 1177 ~66 In 170.0 074 170.0 789 170.0 1169 170.0 B0,3 170.0 1384 1704 1002 170.0 1668 170.0 1086 17QD 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 11.9 2437 170.0 1288 132.9 2437 170.0 Use 721. 1700 1063 170.0 078 170.0 1275 1740 1009 170.0 7488 170.0 1126 170.0 1700 170.0 1226 770.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 14.8 2184 170.0 1529 709.2 2184 170.0 1530viYO 761n 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 13]1 10&1 1960 170.0 1421 148.6 1960 170.0 1505 123.8 1%0 161.6 105.1 1960 154.0 1535 9Z9 1%0 152.7 1531 22 W ; a�^ rl 78 in 1740 1161 170.0 067 170.0 1381 170.0 1118 1704 1611 1740 1250 170.0 1842 170.0 1369 15ZT 1061 170,0 1474 137.4 1661 163.1 1500 114,5 feet 147.3 1473 982 1Bell 13&6 1459 85.9 test 137.8 1454 J r r 9PIM1 170.0 1328 170.0 11H 149.1 1398 i%.D 1218 127.8 13911 1340 1794 111.0 1398 121.3 1178 994 13% 170.2 1162 89.5 1390 101.6 1147 744 1388 89.81 tial 63,8 1390 827 1105 559 1308 78.B 108e Z Z J Q 01 m 96 In 147.4 1229 151.9 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1067 AZ. 1X19 9&9 1014 81.9 1229 89,6 1029 73.7 1229 82A 1018 61.4 1229 722 897 52.7 1229 85,8 977 40.1 1228 62.1 %7 0Z 103 In 103,6 971 105.8 077 86.7 971 69.0 882 74.0 971 71.2 049 64.7 971 seg 637 67.6 671 61.8 e26 51.6 971 56.5 876 43.1 971 49.0 7% 374 971 44.0 782 324 871 40.6 771 a N N� 0.o�o 111 1 9&4 919 81,3 832 79.5 819 81.9 619 68,1 919 70.8 000 59. 919 629 784 63.0 919 Be.7 784 47.7 919 S1.B 774 39.7 019 44.8 7% M.1 919 402 742 29.8 919 JT.1 732 _ x 12D'n 755 766 78.6 776 620 786 64.5 705 53.9 786 55.6 695 47.2 780 48.1 B% 41.9 780 44.4 677 37.7 786 40.6 668 375 706 34.8 661 27.0 766 31.0 641 23.6 709 28.1 671 W ,� V 144n 43.7 616 442 604 3fi.4 S16 37.0 498 31.2 546 31.9 491 27.3 545 26.2 485 24.3 946 25.3 475 21.8 5qe 228 474 1&2 616 16.6 464 15.8 666 172 455 13.7 6b" 15.5 4{9 U N Q O O TABLE 120 ANCHOR CAPACITY ADJUSTMENT FORMULA: a a Q Z..� Anch-Capac(ty Table"be) - mp a0 ANCHOR CAP.,,"„,,,^, O iQ=�2' SLtstnta 2.7k Corcr6le 3.5k Can,. Hdlm CMU RIeo CMU PTWmd Llala (DP)X( >=ANCHOR CAP.,w, o-7 rc� SIC Elto W^SSEIco 916'E1c0 114'SSE1[o #10 Slee V'Stee1 Ri2 stall MULLION CAP.,,,,,,,, Mcnor Type: 1111-Ell.urzlacon va•Elcoueracon 376'ElcoNtlam 114'Elco Urr4con =r uNacm Aggr OBIWt Screw GS Scree Sl-(r USE THIS FORMULA TO OBTAIN THEFWCHOR PRODUCT REVISED McherCBp Patterns uprarnn A9ge0 Sc-(G5) t*;5) (G Er1773 qMe on): 1' z-v2 t' 2-tr2' 3-v0' t^ 2-172 t' 2-v2' r 9•ve^ X 0.48" 054' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida FanOednmt(Ink 1314' 13'4" 1$14• 14'4" 2' 1-174" t•vb' t-v4^ 1-174" 1-t/4' tvd• z• 1-3'8" 13IC vmgs ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2AncMIs t�4.75"M1w 0.0./51adaN or016et Clip obi 2)' 390105 39011, 45010, 880109 167a IDs 27011, 2mlca 46319 740164 37410, 694 IM 99s lis 341 rt1.s 44210, 560 Its OPENING,WHEN R IS LOWERTHAN THc MULLION NOA-No. 17.0630.01 4 pR+g 3k CAPACITY FROM THE TABLE OFTHESELECTED 4ArchOR R2.69•Min O.C./SLaM1031D Of0+4 C7 74011n 740166 630109 14851[4 14241Ds NIA Sm IM MIA 051M NIA am log WA 66286 811516! 7120116 ( ) F-7tpl,etlon Date 06/26/2021 BArchos r07,7t•MIn.O.C./9lanmrd(a or6et)Cip(Rg 4): us lbs 09] 758 Iba 7946103 N/A WA 705 BS NIR 799161 NIA WA WA ID22161 1327 Bn tseo lDs MULLION.IT WILL YIELDA MINIMUM ANCHOR 4Arch]0 A V MI4 O.C.I 7)�15AM1gie Cllpsl pigR 760!Ds 1m 6m ID9 tem 05 1886 bs od070s 56011, NIA 76011, 74811. S7'A ll, 18921. 1012 e9 6115119 1t2o IM CAPACITY WHICH-MAY BE USED TO QUALIFY By �d 6Arclon©3"0.191.O.C.f�2.6ArgleCllps/(Rg 6k 7170 Ws 117011, 1020105 234011, 2044ObsIn BiU% aw Ra NIA 114011, 112216, 132'7lbs 2038 It. I=tn 13270, 1680 Ila ADDITIONAL ANCHOR OFTIONS FROM THE Mlami- ( Product Control UreM 01.34-MIA.O.C.I U{21P.Into.l2YNwn(Fig.7k NIA WA NIA WA NIA NIA WA NIA MIA NIA NIA NIA NIA WA 1073 ANCHOR CAPACITY TABLE. 6ArCh0n®0.64"MIn.O.C./U-Qp,Into.125'Alum.(Flg ek NIA N/A N/A WA N/A NIA WA NIA WA NIA WA WA NIA WA - 21 IDs 2 AIlchors®268"IArt O.CJF4:1p Olg ek 370015 3709, 315107 74316, 77216, NIA 2m 17, NIA 3lB IW NIA 44010, WA 3411, 44211, MIUs 3A.Ba3(M1.11-Mill.O.C./F.Flp(Mg.I 443169 525 Bs 37011, DIS Ins N/A NTA 35111, NIA 3991M NIA WA WA 51115 664 IDS 840108 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: 2000^ • TABLE NOTES: • e • • • • 711171 • 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ,," NYLYNA/ 77� GENERAL INSTALLATION METHODS. ;`,to1p.•• ...... �/ e • • • • ` � .• y10ENSe••-�l� FIGURE 6: FIGURE 6: 2)LINEARINTERPOLATION BETNEEN MULL LENGTTIS AND/OR OPENING WIDTHS IS ALLOWABLE. Q•, •••P • • e • .250^ 4.000^ No.58705 •- • • • 3)MULLION AND MULLION ENSI SHOWN ARE CTI TO SCALE FOR EXACT DIMENSIONS,SEE SHOW 21.23.HOLES TO BE DRILLED IN * y4 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.73 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE • LOCATIONS. %7J O••. STf5�"- � FIGURE 7: FIGURER: FIGURE 9: FIGURE 10: ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT •'•,F(ORIDp.••' \��- •• • M. (FIGURES 5&6) (CMU)5HALL CONFORM TO ASTM C.90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ��s 0 , MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND,046'THICK(18 2°X a•X 2s•MULLION "',VONAL IN PAIRS, GAUGE).STRUCTURAL STEEL TO BEAT LEAST A 2�THICK AND A36.ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW A,L`FI(IN MILIMN,P.E. • • THREADS BEYOND THE MATERIAL.#10 8 912 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. FL P.E./F 68705 TABLE 13A Mullion Capacity Table Ibs(rti a eH g Opening Width(for nert7x01r-spennirp mullions)or Opening Height(for Mriwntalhy-sparring mltllons) - C Cea Win 601n 701n e0 in 90 In 700 in 178 in 1401n 1001. Rectangl1. Ttap'T-ang. RsdanijW r Tp/TI.ng Rednngdar T pTdazg. RednnBdar 7FapRdan9. Rectangula TrepRdmrD. Raelanpdaf llap'ilian& Reclangllar TraplT6ang. Radengdar Trap/T6ang. Rem rnylar 7Faplr img. ^ 0 2 S 6 S 36 Laadbm .g lnadmg L-fing LoadlnB Lmdrg I. g L9adhrg Loafing U.1iing Lvadm Laadn9 Loafing Lwcing Leafing Loading 1^,moa Loading g w Alum.TubeAl ^ o^ 8 Mullion3n 9 v xW^m yN 'a`g is ' U 0. 1 � 4. :2 H Z�3 d d& 8 c 0. 42 in 170.0 on 170.0 435 170.0 744 170.0 470 170.0 BeB 170.0 506 170.0 992 170.0 519 1700 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 173.0 1983 170,0 621 W p = 48 N 1740 708 170.0 $24 170.0 850 170.0 $84 170,0 692 170.0 630 170.0 1133 170.0 661 Vol) 1275 170.0 877 170.0 1417 170.0 68D 170.0 1700 170,0 660 170.0 1993 170.0 680 170.0 2207 170.0 600 •3 50.625 in Volt 741 170.6 563 170.0 BW 170.0 631 170.0 1046 110.0 684 170.0 1169 170.0 723 170.0 1345 170.0 747 170.0 1481 1709 756 170.0 1793 170.0 756 1711.0 2092 170,0 756 170.0 2391 170.0 756 F 2 541. 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 B03 170,0 1434 170.0 837 170.0 1694 170.0 858 170.0 1913 170.0 861 170.0 2231 170.0 681 1740 2550 170.0 881 (7 UJ O❑ N BOM N0.0 885 170.0 701 170.0 1083 170.0 787 170.0 1240 170.0 B7H 170.0 1417 170.0 814 170.0 1594 170.0 9PB 170.0 1711 170.0 1033 170.0 2125 1740 7063 170.0 TA79 1700 1063 170.0 2833 170.0 1083 a (roDLLI ID 63 In 170.0 830 17oD 745 170.0 1176 170.0 050 170.0 1302 170.0 D40 170.0 "1489 170.0 1016 170.0 1673 170.0 HIM 170.0 1859 170.0 1112 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2875 170.0 1171 � � Z F 661n 170.0 97.4 170,0 789 170.0 1169 170.0 9W 170.0 1384 170,0 1002 170.0 1558 170.0 1086 VIL0 1753 170.0 1155 170.0 1948 170.0 1210 V110 2338 170.0 1275 170.0 2727 170.0 1288 ,770.0 3117 170.0 1286 Z � m C 72 in 170.0 1963 170.0 878 1740 1175 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170,0 1220 170.0 1913 170.0 MIS 170.D 2125 170.0 1387 170.0 255D 170.0 1488 770.0 2975 170.0 1529 170.0 3400 170.0 1530 ' W s' .+/ O 78 in 170.0 1122 170.0 937 170.0 1948 170.0 1080 170.0 1570 170.0 1209 170.0 1784 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170,0 1505 1704 2692 170.0 1629 170._0 3140 170.0 1694 170.0 3569 170.0 1705 a J R o 5i`}S. o:Z N Q ti 75 In Vol) 1151 170.0 967 IMA 7381 470.0 lite 170.0 1611 170.0 1250 '170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170,0 2763 170,0 1700 170.0 3223 170.0 7777 170.0 3683 170,0 1788 0 801n 170-0 1328 170.0 11M 170.0 158{ 170.0 1328 170.0 1859 1740 N9B 1740 7725 170.0 ifi53 1]40 2381 110.0 1793 170.0 2658 170.0 1918 170.0 3188 170.0 2125 15fi.0 3413 170.0 2273 736.9 3413 170.0 7361 ? 'Z J H � Z N 98h 170.0 1d17 170.0 1232 170.0 1700 170.0 1434 170.0 1883 170.0 1822 170.0 2267 770.0 1704 170.0 2550 110.0 1952 170.0 2833 170.0 2095 160.0 3189 170.0 2336 137.1 3198 160.8 2170 120.0 3188 558.1 7.028 nom. 1,- �N O m0 tq n 106 in 770.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170,0 2078 164.0 2701 170.0 2271 148.3 2781 181.9 2333 123.8 2781 140.0 2181 109.8 2781 125.8 2234 92.7 2781 118.0 2180 r` N m 111 in 170.0 1536 1740 1454 1740 1966 1740 1700 17011 2293 170.0 IBM 170.0 2031 170.0 2148 151.6 25. 1829 2245 130.0 2032 140.4 2216 113.8 2832 128A 21ee 07.6 2832 175.1 2128 85.4 2632 108.3 2098 N X oY Y (D 110 1701n 170.0 1771 170.0 1586 170.0 2125 170.0 1859 154.6 2752 159,8 1981 135.1 2252 1d1.4 1£84 120.1 2252 1272 193H 108.1 2252 118.1 1915 00.1 2252 99.8 1872 77.2 1252 60.0 1839 87.6 7252 91.6 1808 0 X 14401 125.1 1564 128.8 1445 104.3 1584 t0e.1 1475 119.4 7564 915 1407 78,2 166.0 80.7 1380 6115 1564 72.3 1373 62.6 1594 65.7 1358 521 1564 56.0 1330 44.7 1564 492 1305 39.1 1561 44.4 1283 (3 Q N Q l7 U (L z 0 bO TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA-- Anchor ORMULA:Anchor Cavacity Table lbs AN CHORCAP. , 9bWlm1C 27k Cpnaraln _ 3.5k Cana. H01170 CMU FNed CKJ PT NSad A4et4I (DP,)X( )=ANCHOR CAP, SIiS'EIcO 1/4'86 Eko 5/18'Elao va•ss Ewa 610 s1ap1 u12SN.1 612 Steel MULLION CAP.,,m",,.., PRODUCT REVISED Anater7ypa: 3116'Eke Ullmcon 1/A•Elc0 UI1re0an '3.16'Elco Ulbecen 714°Eke UWaOon 1 ) as cOD 1 In AnchoTCOp Patterns Ultracon Ag0re0atcr unlanon A 1e�amr suety Los ecmW(os S.-(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR p y g with the Florida Edge Distance On} 7'. 2.112' 7• 2-12° 3-118• 1• 2-12' 1' 2-ffi' r 3-/fe' Y 0.48'• 0.64' 0.324• CAPACITY REQUIRED"CORRESPO14DING TO AN Building Code Embedlnenlloy 1-3/4' 1-3W 1-3:0.' 13/4• 27 t-v0.• t-t!4• 1-114• 1-1/4• 1-v4• MR- r 1318' 13fe' wrle, ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Anchom@4.7SMm.O.C./Slenderd,rofal Clip ft.762):VNIA 390165 46011)9 890 lbs 1644 lbs 270165 280 lbs 354 Its 740 lbs 37411E 6odlbs 94616, 341 Ih 41216, BBBIb, OPENING,WHEN R IS LOWERTHAN THE MULLION 4 Anahora®4.W MIM D.C./Sundae(of 0laet)CUP(FI9.3): 780 lbs 900 los 1780 lbs M32 be 540 lbs 560[be 706 roe 14801m 74816, 1272!be 1892 lb, 682 ms 985165 1120165 CAPACITY(FROM THE TABLE)OF THE SELECTED Expiation Cate 05126/2021 B Anob-Q11VMIn.O.G/etrxf d(0,OBsat)MI,(Pg.4i: 1400lb. 16il)ln 2595lbs WA WA 940lbs NIA 1065Ite NIA WA IVA 1303lb. 1770 lb. 2240 Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR By L A.Mrs 1S 3"NJrt O.C./72)275 An01e Cip4/(FlB.S): 780 Ins 680 lbs 1560 lbs 7896165 54016 $80 lb. NIA 760 lb, 7481bs 8901M 10921bs 682 lbs 885165 11201be CAPACITY WHICH MAY BE USED TO QUALIFY Miami- atle duct Control BAnr0n�3°MIR'.C.'(Z)255 Angb Cipa/(Flo.6): 1560 lb, 1380 lbs 312P lbs 3792 lbs 1083915 17201ba NIA 1520105 1496 Ibs 1780 e3 37841M 1303 lbs 1770 lb. 2240 lb, ADDITIONAL ANCHOR OPTIONS FROM THE 12 Archom @ 1.5"MIn D.C.1(2)255 Angle C1Ps I ft,7): 210016, 1440163 37801be WA WA 1320165 WA 1500 lb. WA NA WA 2045Ib. 2654165 3360 Ibe ANCHOR CAPACITY TABLE. 4 Anhom�1_1.34.'MIn.O,Q/l}p1R Into.129"AUm.0") WA NIA WA N/A WA WA N/A WA WA I WA WA NIA NIA 1430 Ibs BAnchors®0.61'MIn.O.C./Vf2ip,Into.175"Aum.(FlD.P): NfA WA WA WA WA NIA WA WA N/A WA WA WA NIA 286116. i--2000"-� 2AncMm 0.a 4.68°MN.O.CI f--(21p(FlA. 390110 3904E 4501bs 090 Ws 1816 in 270 We 211 Om 354165 740IN 374lb. 63616s 946Ibs '341169 44216. 560 ros 4 Anahon®1.T7°IdI..O.CJ F-Clip(FID,71): 590lbe 7001M 505165 1298165 NIA NIA 4TO IM NIA ;33 lb, WA NIA N!A 602165 68516, 1120160 ' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2• FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE.10: FIGURE ll: 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. �77f !!// • �� NY LYNN �. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 0" L7GENS 6.00 • �.• F'•.��% • • �: 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 _*:jNo.58705 FIGURE 5: FIGURE 6: FIGURET SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE -O • • • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FIILED �' (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED SATE F :•1(,�� • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL Be 6063-1`6 AND BEA MINIMUM OF.125" % (C •.FLORIDMUSTBE A,. • • • • • • • • USED N THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.845"THICK(18 GAUGE).STRUCTURAL STEEL TO �SS'� ...... PAIRS, BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 8"X.25' , SNA``Ft F. THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 B.S.OR 410 S.S. A,tN91ry (58 0 P.E. MULLION FL P.E.#56705 TABLE 14A e Mullion Capacity Table WsNt2 opening in(for vsittmiiy-spOniig mUMcna)orQpening Hnlght(tartw6mrda*spann1n}mumom) �gI 801n so In 701n 801n Sol. 100 to 120 In 1401n 16D in Rectan9uWr Trap/AlanO. RecianT.4ar TtayTdarg Reordt�tt� TraP'Titang. ReaLlrgutaf traptTdevg. neotan9Wor TtaA`Tdan9. Ro4lm+guiar Traeff-ag. Reetmgular tra.YTtlara Fil tamehr TrapRd..g. RaDtalpnia 7rapt7dan ` O 1.26"x 2.11" Loedln0 Leaerg Loading Loading lnadirg Loading Lmdng Loading lAading Lire Loading. Loading Load'u�g lavdirg Loavtng L."d na", IpfTd Ul x.125A1um 2: _ .a• _b_ x e. ,x' .F 111 11> r t• a a Tu40 Mu0 g rd ( �,.8 lLS RS &8 g B.8 tv IS d 3 v S t1^ ^ t 3 �a 3^ 3 Of 3` i3` {1` � t3� 7� LS" t9 3G �G � o a ap s s& � � g arc E J! 'c, ;g 2 t I trc& 8 ` sB sG � � a z �� J Lu 4201 1442 526 187.0 420 120.2 626 1488 410 103.0 528 1388 414 80.1 526 134.8 411 80.1 528 134.1 411 721 528 1341 411 80.1 525 134.1 411 81.6 626 134.1 411 45.1 528 130.1 411 W 2 48 In 956 463 100.0 033 80.5 +103 94.7 325 Me 403 08.4 320 60.4 403 81.4 317 63,7 403 781 375 483 -003 Tea 314 40.3 401 78.6 314 34.5 403 70.6 314 30,2 !03 78,5 314 -3 0 I 60.62S In 823 382 91.0 301 68,6 302 79.3 294 50.9 352 71.8 288 bt.b 362 67.2 266 657 387 646 284 41.2 352 838 283 3+.3 382 63.5 243 244 382 Bas 283 25.7 362 53,5 263 if 1 841n 67.8 318 T4.1 287 965 318 642 251 485 318 5T,7 256 424 318 S36 263 37.1 318 60.8 2,60 33.9 318 485 249 28.3 318 49.1 248 24.2 318 48.1 246 21.2 310 49,1 248 a m 0 ~ j 901n 49,6 22 67.1 218 41.2 238 467+21.4. 353 258 40.7 210 30.9 253 37.2 207 27.5 268 348 2o4 2t7 29a 334 703 249 268 322 231 17,7 258 322 201 15.5 250 322 201 t7j 0 i Win 427 234 456 700 35.8 234 39.179 30.5 234 34.7 192 70,7 239 31,6 189 23.7 234 384 166 21.4 234 280 194 17.8 234 26.6 183 15.3 234 28.5 183 13.4 234 29.5 183 F- W .� OB In, 37.2 213 30.4 183 31.0 213 33.7 179 265 273 2B.a 176 23.2 773 27.0 Y73 70,6 213 251 170 Y60 213 237 769 156 213 27,2 197 13.3 2t3 770 tw 11.6 778 22,0 168 Z � i 71M 28.@ 179 00,1 165 23.9 179 25.s 152 mA 179 22.5 149 17.9 178 20.3 t4T 16.9 178 18T 145 to J 8, 1, 781n 2A3 101 25.4 140 20.a 101 27.9 137 Y).4 181 18.0 136 762 161 17.q 133 F n b0 781n 225 152 23.5 133 188 152 199131 18.1 152 17b 128 - y o u az i 41 7ASLE 148 AnettorCepeeltyTe6ld da ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ Z a 2.7k C-ft 3.S,can, - HOPOWCMU AIJCHOR CAP,,_,,,,a � F X m � I RIteSS V P7 Wood Moto (DP_)X{ )=ANCHOR CAP-,,,. U. in r �N 51i6'EA:D 174'S9 Elco 5116•EICo 174'6S E1co 0109lea H12 SLLN H125teel MULLION OAP„ rau r Aleh6r Type &16-ExokArdcm 174- on-on &t6•Et0 Ultmon t14'Elco UlOacm ww N AneharC@p PaCSma LAlraem AggT4alu uttsm Agg8631or 84p37r(GS)screa 4GA sere..(o57 USE THIS FORMULA TO OBTAIN THE-ANCHDR W Eo]O Olalance pal r atm 1• 2-1f2' 3416^ 1 r 2-12^ r a12• 2• 3-vm 2 o.ae• 0.5C 0.324^ CAPACITY REQUIRED'CORRESPONDING TO AN m N 7 Emtean6nt 1-&4s 1aa tan z 1-u4^ 1-tw- t-va 1-vd^ 1-tta° 1•vr 2 1•ve tab canes ' ACTUALPRESSURE REQUIREMENTFOR7HE 4 A7x1 r®r Mn,oa r tel a5nr�x Dips 7 g.tg 7801Da Ttaao ms sms lm t Bas 1615 M moles X0305 wA 7w as 748 it4 Bs6tas 1A321� w2 iO3 aa51{'e 1438 to. OPENING,WHEN IT IS LOWER THAN THE MULLION �_ ¢ •� Q p t CAPACITY(FROM THE TABLE)OF THE SELECTED D- ,-- Z to m O MULLION,IT WILL Y1110 A MINIMUM ANCHOR O � e CAPACITY WHICH MAYBE USED TO QUALIFY 0 o� ADDITIONAL ANCHOR OPTIONS FROM THE i ANCHOR CAPACITY TABLE. PRODUCT REVISED 119 complying with the Plorida • Building Code j NOA�No. 17.0630,01 1 Expiration Date 05/26/2021 ! / l TABLE NOTES: - Mlams� produc^oC nNnt 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. �•--1,266"-1-I FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT'DIMENSIONS,SEE SHEETS 21-23. a IS HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.116" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS .125` 4j SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED I CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE•TREATFW T' ,��,>tO�Y LYNN YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.126' f � �'�': ),1GENSF•-•"'J THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.28•X 2,11•X.125 MULLION LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION} ^.*: NO.0.8705 THE MATERIAL-#10&7112 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. .:t✓' W iQ�1'•. ZTEV) �•(tt `\ �"/, 01VAL.E � A,L`iARMILIA"P.E. FL P-E.#58705 I TABLE 15A ®oma P Mullion Capachy Tabto(lbsRt) �^ m Opening Width(for wrfm]Vsp9rringmUBons)or Opening Height(fbrhormntally-6parvrrgmUlla ) r 5D In ea in 7o in BO In 901. Ica L1 1201n 1401. 16o in xg o Recmrlgds tiaprtllalg. Fdectnngular Tnpm-g. Reotbngdar Trapariang. Rectangular 7,-4p7flmg. Rectengulx T/apl7dang. ReciancM 1FapT.ang., fteclaigular Treprnlang. RectangWar irapl7rt 9. Rectan9ulw Trnp/tdang. S q 326"30 L..Iina LOedrp, Loading LDadn9 Loading Loading L-dng Lnodng Loading L I' Load'n9 Loadng Loading Loadng Loading Loading Lcadag 1.Lno u=u Oj DEG.AL %o m 2•-. a �' a s„ a .. ., a �� a r x m r a1 a s 2• m LL BAYMULL � A A "� w Is- 3 g� c7 cR c� u c� iz$ 3 r�-g 3 13$ 6 c cR u"$ r� u v cP9 u '- U kz= p6_t fag po. yah o W t� UU drc f d o $¢ g.c _ ¢ �' d �c d� � drc E d`rc i d�� c sd f® 3a �@. -Zd s€ dUU a �� d 5 d` 0 r� W 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 5006 170-0 992 170,0 519 170.0 1116 170.0 521 170.0 1240 170.0 821 170.0 1468 170.0 621 170,0 1735 170,0 621 149.1 1740 110A 521 w J � 461n 170.0 708 170.0 524 170.0 850 170.0 584 17D.0 902 170.0 630 170.0 1133 170.0 681 1700 1275 170.0 677 170.0 1417 170.0 660 1522 1522 170.0 680 130.5 1522 170.0 680 114.2 1522 170.0 580 11 11 7 50.6261n 170.0 747 170.D 553 170.0 896 170.0 631 170.0 1048 170.0 684 170,0 1195 170.0 723 170.0 1345 170.0 747 1642 1401 170.0 756 136.9 1443 170.0 756 117.3 1443 170,0 756 1026 1443 170.0 756 LU O F 541. 170.0 797 170.0 612 170.0 056 170.0 691 170,0 1116 17eo 754 170.0 1278 170.0 803 16x.4 1353 170.0 837 144,3 1353 170,0 855 1203 1353 1700 661 103.1 1353 170.0 861 90.2 1353 1740 861 S ? W BO fn 170.0 885 170,0 701 170.D 10137 17r1.0 797 167A 1216 170.0 678 146.1 1218 170.0 944 129.9 1216 159.8 638 116.9 1218 158,1 924 97.4 1218 146.1 913 83.5 1218 146.1 913 731 1218 146.1 913 7< F-• U Z 831. 1700 930 170,0 745 170.0 1118 170.0 e50 1502 1150 168.8 033 131.4 1150 153,0 914 116.8 1150 1419 898 105,1 1150 1342 685 674 1150 120.7 871 '75.1 1160 1262 870 65.7 1160 1262 870 2 W 66 in 170.0 B74 1TD,0 709 152.4 1648 USA 681 130.6 1048 146.6 BB4 114.3 1048 133.1 050 101.6 1D48 123A 619 91.4 1048 1106 Bap 75.2 104B 109.4 821 65,3 1048 1082 818 57.1 1D43 1062 818 N � d C 721. 140.6 880 147.9 764 117.4 860 128.0 746 100.6 660 110.0 734 86,0 880 100.0 722 782 880 92.0 712 70.4 880 862 703 56.7 13180 792 893 50,3 860 76.5 668 44-0 880 78.; 868 W J x yrQ o m 7� Z c 761. 119.7 79O 125.1 69D 99.8 790 106.4 676 65.5 790 93.3 663 74.8 790 83.9 652 66.5 790 76.9 643 69.9 796 71.7 635 49.9 790 68.1 624 42.6. 790 62.1 819 37.4 790 61.5 617 j r r 'r 78 in 110.8 ibD 115,5 657 90.3 750 98.1 '641 79,1 750 85.9 832 69.2 760 77.1 621 81.8 790 70.8 BI2 55.4 760 65.7 605 463 760 68.4 594 39.6 750 562 588' 346 75(1 �ti5.5 588 9010 721 003 74.4 600 fi0.1 No 62.8 491 51.5 563 64.8 483 45.1 563 489 475 40.1 563 44.4 468 35,1 553 409 452 30.0 583 30.2 452 25.6 683 33.3 445 224 eea. 31.6 442 98In 59,4 495 81,1 443 49.5 495 51.5 435 42.4 j3i75 427 37-1 496 39.0 421 330 495 36.1 415 29,7 495 332 409 24.6 495 29.1 4C0 2t.2 493 28.6 394 18A 495 25.0 390 a W O co 109391 42.6 353 34,8 791 JS.B 346 29.8 312 26.1 391 27.6 337 272 3gf 21.9 333 20.9 391 228 32B 17.4 391 19.7 321 14.9 391 17.8 315 r W U uT 111 h 36.4 370 38.2 335 32.0 370 33.0 330 27.5 325 24,0 370 20.3 320 21.4 370 72.8 316 102 37D 20.9 312 16.0 370 18.1 3o5 W oY `L co) u) 120 b, 30.4 317 30.9 28B 25.3 317 26A 284 21.7 280 19.0 317 19.8 278 IB.e 317 17.9 263 U m Q O O 1441, 44 h 17.8 220 17.6 203 - ?-d 2 Z m O YD TABLE 15E ANCHOR CAPACITY ADJUSTMENT FORMULA:, v � �� Anchor Ca net Table Ob.) ❑ 0 1$ L s.W.te: 2.7k Cancrale 3.5k Cono. Roncw CMU Filled CMU PTwood Ma1a1 (DP_)X(ANCHOR CAP.,,,,,,,,,, =ANCHOR CAP,�,, 5/16'FJrn 1/4"BSEka 916'Eko 114'SeFJ.o MOB" 812S1aet *12StE4 MULLIONCAP.,"n,,,,,, PRODUCT REVISED Anchcrrype: 3rtc Eke Uhpoon 1134'Elao Ukncal Ultmeon 3/16'Elm Ultmeon 1/4'Eko U6rdcon AggrM>a5n' iBBaumt Ag9reriaor 64fdw e,5 somw icy) sarcw(C5 USE THIS FORMULA TO OBTAIN THE"ANCHOR acomplying with the Florida Anchor CUP Patterns ( ) ) Beullding Code Edge staoce(In): 1' 1 2-12' 1' 2-irr 3.1/8^ 1' 2-112' 1• 2-12^ 2' 3.116- r 13.48' 0.54" 4324' CAPACITY REQUIRED-CORRESPONDINGTOAN NOA-No. 17-0630.01 Embehnenl ft 1314' 1 1-314" 1314' 1314' 7 1-t/r 1-114• 1-114' 1-114" 1-114' 1-114" r 1-318' 1318' tarlas- ACTUAL PRESSURE REQUIREMENT FOR THE 2 Mclera @5.441.O.G/(2}2x5.0.06 Crpa((Flg.1% 390 lb, 390lb. 4501hs 89016a 1700 bs 2701bs 280144 3541hs 7401hs 37415a 720Iba 0466. 341 ba 442 1b. see ma OPENING,WHEN RIS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Amb..0 35'NII O.C.10!)715 AngtEips/.(FV.2): Teo ka 760lbe 79D lbs 167015a 2526 bs 540lbs 560Ihs N/A 112.0. 74B lbs Boo ma 1892 ms 682 bs Bas ms 112016. CAPACITY(FROM THE TABLE)OF THE SELECTED e 6Md-44271'NIn O.C./(2)2 x5 An91a Caps/(Ela.3p t1201hn 11201Es 9581bs 22461ba 2254 ba wA e4D les wA loss lts N/A 13zDlha wA m2z ros 1327 kc lace ma MULLION.IT WILL YIELD A MINIMUM ANCHOR y CAPACITY WHICH MAY BE USED TO QUALIFY Miami-OC r e Product Control ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS, FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULLLENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 411111 I 1 i 1/7/ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE-FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '126" `��a�N•,,,,,,N�/�� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Qe;' P ''•�Cn�% 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMV)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ o a 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 BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30^BAY - -••• S ATI ''� LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION - F a THE MATERIAL.Y.108/112 ANCHORS INTO WOOD MAY BE 3TEEL,18-B S.S.OR 410 S.S. s•'•.,<O.......•' \C��. ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. S�ONAL 1�NG�\ A.LY tSN<;AyLLER,P.E. FL P.E.#58705 TABLE 16A ^ Mullion CapacilyTable PlisAt2 ro t OpeningVYldth(to-vel5cally-s aMrig muTiom)orOponing Hoight(fortiv6 lla*spmovng mtdlions) SON 601n 701n BO In 9011 1001n 120 in 14 In Isom R """n Red TwTdang Redaagutm TmplTdaNE. R4nlenaw Trep/Tdarlg. RectanOWar Tr IT-9. ReMm1Aa'ar 11mmen9. Redatlp�isr Traplldang. Ru4t4ng4Nr Tn47/Tdan9. Rectangular Traplideng. R6clangWar 'Trdp/TdanA, 3.26"4151 Lauding Laadng dng laading Loaditg LeAn9 Leading Loed'ng Loading Laading Loading Loafing Loading Loading Laaalm Ladd 'Lasdn9 Loading O EG.AL a a n z p n a ir _ r a^ x 2^ a r ;� p �' a .. 2• �'.. Y7 ^ BAY MULL a a v z a a p "oe b a a a v.. v v c1 `L- o 13 u 3 3 dS co ` 33 a'12 d'a� o d`rc K ago: d`a5 z W O 1211 1700 620 170.0 435 170.9 744 170.0 418 170.0 BBB 170.0 506 170.0. 892 170.0 519 1700 1116 170.0 521 170.0 1240 1740 521 170.0 1498 170.6 521 170,0 1735 1703 521 16103 1871 170.0 521 J U) 46 in 170.0 708 170,0 524 170.0 050 1700 Bel 170.0 892 1703 e30 170.0 1133 170.0 Bel 1760 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 680 140.3 1637 170.0 680 122.8 1637 170.0 660 U) 50.625 In 170.0 747 171 663 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 T47 170.0 1494 17LO 758 147.1 1552 170,0 755 128.1 1552 170.0 768 110.4 1652 170.0 765 W o o 541n 170.0 797 170,0 012. t7D.0 950 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 1552 1455 1700 856 129.3 1455 •170.0 Bel 110.8 1455 170,0 861 97.0 1455 170.0 081 m C) W J 601n 170.0 885 170.0 701 170.D 1063 170.0 797 170.0 1240 170.0 078 157.1 1308 170.0 844 139.7 1309 170.0 996 125.7 1309 163.5 994 104.6 1308 157,1 982 89.8 1309 157.1 882 78.6 1309 167.1 9B2 F- U Z 031n 170.0 930 770.0 745 170.0 1116 170.0 650 162,9 1247 170.0 940 142.5 1247 104.5 883 126.7 1247 7528 965 114.0 1247 144,3 052 95.0 1247 130.2 836 81.4 1247 135.7 935 71.3 1247 135.7 935 � � LU 68 in 170.0 874 170.0 783 170.0 1189 170.0 903 143.4 1190 183.1 885 128.8 116 147.8 845 115.4 1160 130.5 928 103.9 1190 128.4 914 88.6 1100 110.5 898 742 1100 118.1 693 84.9 1190 110,1 893 N z (1) $ aV c 7211 161.6 1010 169.8 877 134.7 1010 144.6 058 115.4 1010 1272 842 101.0 1010 114.7 028 89.8 1010 105.6 817 83.B 1010 86.9 007 87.3 1010 903 795 57.7 1010 07.8 700 60,5 7010 87.7 799 J 7611 177.4 BOB 143.6 792 1149 86 1220 7l6 88.1 BOB 107.1 767 85.9 808 962 749 703 908 BB.2 730 88.7 806 82.3 729 57.3 908 74.7 716 49,1 908 71.2 710 .429 908 70.8 708 t0 S �Z o ❑ ¢ G r .� 78 in 127.1 861 132.5 754 105.9 861 1125 738 90.8 661 98.8 725 79.4 861 86.5 713 70.8 851 61.0 7a3 63.8 867 754 694 57.0 861 68.1 681 45,4 861 64.5 675 39.7 801 67.7 672 ❑ H Q N z 9011 827 648 85.4 574 68.9 646 721 564 59.1 846 629 554 81.7 848 50.1 545 48.0 646 50.9 537 41.4 Me 47.0 530 31.5 846 415 519 TAS 648 38.2 511 25.9 640 36.5 507 BBN 682 6B8 70,1 508 56.8 568 59.1 499 497 509 51.4 491 426 558 45.0 483 37.9 See 41.4 476 34.1 508 38.1 470 283 See 33.4 469 24.3 669 305 452 21.3 588 28.7 447. IL W'4z 20 P?CD 108 In 47.9 449 48.0 405 39.9 440 412 399 342 449 35.7 393 209 449 31,7 387 26.6 449 28.6 382 23.8 449 26.1 377 20.0 449 223 308 17.1 449 20.4 361 16.0 440 18.9 366 n �� ❑ o n LU C7 Y Y III In 44.1 425 45.0 3B5 30.8 425 37.9 1 379 31.5 425 328 373 27.6 425 29.1 367 24.5 425 262 362 22.1 425 240 356 18.4 425 20.7 350 Me 425 18.8 343 0 0� W N U) 1201n 34.9 384 35.5 331 28A 304 29.8 320 24.0 304 25.8 321 21.8 1 364 228 317 1 10.4 1 364 20.5 313 17.5 364 1&7 309 ~ Q 74611 202 253 20.4 233 16.8 253 17.1 230 0. Z m Q s,0 a TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA; O Anchor Ca cl .Table Ib6 ANCHOR CAP.,,,,"".,, 8vesnate: 27k Ca1Cte10 3.Bk Conc. Hollow CMU Flllod CMU PT Mad Molal (DP,u)}(( )=ANCHOR CAP.,,,, 611 3116" 114.56 Eke 5118"ElcO 1/4'SSElco 910Steel Y12Steal #12 Steel MULLION CAP. „„, PRODUCT REVISED Anchor Typ¢ 3/16"Eloe U11-.a 114"Elco Ultmom 3116"Eka Unman 714-Elea Ulneen as complying with the Florida Anchor C6 Pademe Ultracon A90mcator Wooten A9AreGator screw(rs)scnn.(a5) euew(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Clip Building Code Edge Dslanau Dnp 1' 2-12' 1' 2-u3• 3118" 1' 2.11' t" 2.111" Y 3-118" T 0.48' 0.54' 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17-0630.01 EmbedeM On): talo' 1-3q' 1314• 1-3/4' 2 1-1/4• 1.1M• 1.14" t-v4' 7-tn• 1.1/4• T I.0/e' 1-3/8• wdas ACTUAL PRESSURE REQUIREMENT FOR THE I _ 2AnctlmsQ S•Min O.C.f(2)2Jt5Angle Cllpsl EFg.1) 360 ux 3BO bs 450 ms Bao lbs 1700 Ns L12 11, z6o mp 3546v T4016a 3741bs rzo ms ateltis 341 ms 4421hs 56 ms OPENING,WHFJJ IT IS LAWL-RTHAN THE MULLION Expiration Dato 05/26/2021 4Alshon LID 7S'Mirt C.G/(2)2x5 Alatic Clips/(Fp.2} leo ms Te99» T6 ma 1578 ms z5z5 ms wales 5801bs N/A nzg lea Toe los ae3 ms 1as2 ms eez lW ass lbs 11x0 Ib, CAPACITY(FROM THE TABLE)OF THE SELECTED t e AnehOa®271"Min O.G1(2)Ht5 Almte Clips!Fig.3): 11201bs 11201b3 958 ma 1240!bs 22w 6s NIA 8401bs N/A ID591bs WA 1320 ms NIA IOU lbs 1327 lb. 1880IN MULLION.IT WILL YIELD A MINIMUM ANCHOR BY 3 CAPACITY WHICH MAY EE USED TO QUALIFY Miami-Dat roduct Control j{ - ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPAC(TYTABLE. FIGURE 1: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. E FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3)MULLION E DRILLLLION CLIPS LD FOL ARE NOT IM SCALE.FOR STRIEXACT DIMENSIONS,SEE SHEETS 21-23. X111 Y LY 77717 • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET521-23. •125"0451* `��ap...........� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Pc1�', LICENSE' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED No.58705 'P FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED *' •; • • • • YELLOW!SOUTHERN PINE WITH AN 5G OF 0.56.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST-125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45'BAY\%j • • THE MATERIAL.#10&912 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MUW ON ,n••.• FATE F ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS, � /QN{{R��tL A. W 1411, P.E. FL P.E.1158705 EE i r 4 F..- I-1.000•-1 I-1.250'-I F 1.000" ire --� 1.00oll 1.000° 126• I k 10 (` - � 7zz=31 E31" 2� o 2.750" F2.760"al' 26" 3.125" •125• 3.188" I x .125' 123 25' .125" u 2.000' 2.000" 2.116" tV x.205' .125' �N aU .126' ' •500" Z W L 5" 5 O f L ( -� T soo^-I T W m 1•X 2•X.125"MULLION 1'X2"X.375"MULLION 1'X2.75•X.376•MULUON 1•X2.75"X.650'MULLION V X 3.125X.5•MULLION 135"X3.18TX265"MULUON 1.26"X 2.ll'X.125'1,iULUONIn 6063-T6 ALUM. 6063-76 ALUM. 6063-TB ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063T6ALUM. 6063-T6ALUM. N ffi F XSECTION XSECTION XSECTION XSECTION X-SECTION X•SECTION XSECTION CO W O O c O 0 (D C7 II[ Ir TABLE A z Z w a = 1 STANDARDCLIP I I I 2X5ANGLECUP Dimension Value(In) For Mullion: WU 6063-TSALUM. 6063-T6 ALUM. � 10 2.000' I X.SECTION 2.125' 2.000" XSECTICN A 1.625 -1 U-CUP 1 6063-Ts ALUM. .125" B 2.654 1"X2"X.125" 0 1- O .125" X-SECTION L Aluminum z Z Q rn rn C 0.696 Tube Mulllon H z z � D 0.740 A 1.125 n O .125" I.740"F- B 2.404 1"X2"X.375" n W 5.500" -I Aluminum c� -j vl m 3.125°1-CRT HERETO 70 375" 5.000• --1 C O'er Tube Mullion V g Z O O .375° CREATE F-CLIP,SEE MIN. .376'MIN. I-- D 0.490 - Q.. MIN. r DETAILF,SHEET4 A 1.875 D_§ x(� mQ .338°MIN. r_____________________ B 3.DOD 1"X275""X u ..�{g �a� r-------� r-------� - dw I I I q A I U-GUP A I---------1-- .375 Aluminum L_ _____J L_______J _ BO63-T6ALUM, `- -------------------' 2X5 ANGLE CLIP C 0.757 Tuhe Mullion PRODUCT REVISED TOPVIEW 6063-T6 ALUM. TOP VIEW D 1.118 as cam Iyylng with the Florida CENTER.OF ANCHOR HOLE MUST LIEWITHIN THE , A 1.3,2 Building Codo STANDARD 0.6' 1°X2.75"X NOA-No. 17-0630.01 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS GiB FORTHE g 3.000 .650" CENTER OF ANCHOR HOLE MUST LIE ' TOP'. CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR Aluminum Expiration Date 05/26/2021 WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER 1/10'. C 0.478 SHEETS 5-17FORTHEANCHORO.C. WITHIN THE DASHED D 0836 Tube Mullion By DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Nllaml- a0 Product Contro DIAMETER ANCHOR DIAMETER+1/18". SHEETS5-17FORTHE A 2.000 ANCHORO.C. TABLE B 1"X3.125"X DISTANCE.MAXIMUM PGT Part# FA 2.637 ,500"Alum 5.500"� .316" ANCHOR HOLE MUII Dimension(sheett� 0.863 Tube Mull DIAMETER:ANCHOR Mullion Sod.Clip OHset Clip U-Clip Angie Clip 1,137 .375" MIN. DIAMETER+1116', MIN. 1"X2"X.126-(5) 66605 666113M 6661118M 666243M 666511M 2,626 _--_ ______T_____-_-___i-�_ 265. 1"X 2"X.375"(6) 666OD6 665114M 6561119M 6W244M 668512M 3,262 125"X 3.188" V X 2.75"X.375"(7) 66607 666115M 6661120M 666245M 666513M 0.862 Tube Mull B 1"X 2.75"X.659'(8) 66608 666116M 6661121M 866246M 666514M 1.7621.26"X 2.11"D 1 1°X3.125"X.500"(9) 66637M 6661116M 6661114M M242M 666515M ` �N �1.813 .121°Alum ` l',••'�10ENS6•'•�t' j 1.25"X3.188"X.266'(12) 66641M 6661117M 6661113M 666241M 665516M Tube Mull `------- I -------- ----- 1.26"X2.11"X.125"(18) 69370 NIA N/A N/A 668617M _ No,58705 O OFFSETCUP NOTES: �� •' / - .125" 6063-T6 ALUM •'• V :•4 1 70PVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. .740"-F'-4-'-i '�O�(C '•."t OR 10 P,, 2)SEE SHEETS 5-9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. �iisS/ p, �.1G��` I 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A�LN� �i o' E. FLP. 8705 i 1.000". f•'- -y 1.000" r°- 1.062�� 740„ ® k' . � 063" 6a" .3.85" .0rYIII cE1I '1I!2 5" --{[-.125- 2"' 00 ` •125"STANDARDCUF4.0. aaaR 400" 4.000" 2.000" 6063-T6 ALUM. 2.125 2X5 ANGLE CLIP X-SECTION LI-CUP 2.000 , 6063•T6 ALUM. 8083-TB ALUM. XSECTION •126" N .125" XSECTION - U .126" .125" - U) 7- LU 031"I J Z W 7L .125" O Z N THE .125' J DASHED BOUNDARY.SEE SHEETS 10•ZDTER OFANCHORHOLE IFOIRTHE J � .375° •155° ,375" ' _ ANCHOR O.C.DISTANCE MAXIMUM ANCHOR -T HOLE DIAMETER:ANCHOR DIAMETER i/10'. 111 m c) F- 1'X 4'X.126, 1"X 4"X.375 1'X 4'X.375" I 5.500' m z O 03 MULLION MULLION T'-MULLION CUTHERETO 5.000" 375" O O w 0083-TB ALUM, 8063-TO ALUM. 6063-16 ALUM. 375•• 3.125"�_CREATE F-CLIP,SEE '375° X-SECTION X-SECTION X-SECTION MIN I DETAILF.SHEFT4 MIN. z Q ararau .375" Z LU m = sncrapv 1.594" ----____--- - �a & eU I CENTER OF r-------- 1 -37.5" ,1.694° pE "u I I I I ANCHOR HOLE I •I MIN_ : O O I I I I 1 MUSTLIEWITHIN I I -I EL z I I I I THEDASHED I Q •J r¢r 1 I I I I BOUNDARY.SEE I I F- L) a V` I I II I I F I SHEETS 10.17 I I Z 2.875"¢--�__-_ I I I --_ I 4 FOR THE F - -7-_-_-_-_� Z.Z ro m I I I I I ANCHOR D.C. I I (n Q }O up .100" 3,[t621 I I I I I F DISTANCE i Z n MAXIMUM W O �- x250' 100" 325p" I I I I I ANCHOR HOLE I R' J iY I i I I DIAMETER: I I F.. 00° LL ______J L-------- ANCHOR E______-____ U .624" L I DIAMETER Ills'. Q 2 O 100° ° STANDARD CLIP U-CLIP 2X63-TGA UM. m0>.O .820"1 .620" ' 6063-TG m €� � 1250" CENTER OF ANCHOR HOLE MUST LIE 0003.78 ALUM. fi0TOPVI W a 1.260° --1 .820" h-- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW PRODUCT REVISED 1.25'X 325'XAC0" 126"X 3.25"X.624" 1.25"X 3.94'X.624" SHEETS 1 OA7 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT, a=16 ing with the Florida MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Bode MULLION Olmenstan Value(In) Far Mullion: Dimension Value(in) For Mulllon: 600SECTI N 6X-SECTION 6005•TBALUM. DIAMETER:ANCHOR DIAMETER r 1/16'. F 3.687 1°X4"X F 1.!130 12X&X3.25' NOA-No. 17-0630.01 X-SECTION X-SECTION X•SECTION G LOW .125" G 0.500 X.1324" O FJcpiration Date 05/26/2021 H 2.680 Aluminum H 1.438 Aluminum )---2 661" 3.43,9"Q'. 375 5.500"---�{ 375' I 3.080 Tube Mullion 1 3.260 Tube MuillX 3.9- w By 1 V377-- .125' IF 3.187 1'X4"X F 2.025 1.25°%3.94° w PAlaml Oadc roduct Control MIN. G 0.757 .375" G 1.125 X.824" H 2.430 Aluminum H Aluminum 13.000 Tube&'T' 1 3.250 Tube Mulllon 2.250 1.25°X3.25' F 2.013 30°Be Mu0.125' 0.760 X.100" F 2.875 45°Ba Mu02.250" I 1 I I I 1 3.500 AluminumI 3.250 Tuba Mu9fonZ TABLED5045°BAY Mu I I 1 30°BAY MUL8003-TO --------� -----• Mull DimensionPOT PartN �` Q .. N6063-TO ALUXSECIsheat#) Mullion Std.Clip OffsetCllp U-Clip Anale ClipX-SECTIO1"X4'X.126°(10) 69364 666111M 6651122M 666241M 658518M 2 Q.' •'�� OFFSET CLIP N0.58705 I .125' 6063•T8 ALUM. 1°X4'X.375'(11) 68610 686112M 6661123M 666242M 666619M �r = J I .226"�1+981"� TOPVIEW 1"X4°X.375°"i'(11) 66653 666112M 6661123M 666242M 606518M .228" F-.981"-� .740' NOTES: 1.25'X3,26'X.WO'(13) 20160/20312 6601127M 8861124M 6002410M 668511514 c 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25"25'X3.25 X.024"(14) 20181/20315 6661128M 6657125M 660201M 6 6 6511 014 :�,n'•. F7 TED !• �� 1, X3.94°X.824°(15) 20182 6661I17M 6651126M 668241M 668517M = i�s -•.<ORIO?.•'G\�� 2)SEE SHEETS 10,11,13.15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 DeOree(19) 68849 WA WA WA 0885110M e2 45 Oeprce(20) 66650 WA NIA WA 6665111 M a 1 11111 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LYNN MILLER,P.E. 0 FL P.E.#58705 TABLE ®g $ Mull Dimension PGT Part# rL 125 125 (sheet#) Mullion Std.Clip U-Clip Angle CIIP I '�r• '��• —I F•-.125" 2"XV X.2T(16) 86602 666261M 666271M 66651121vl ` O STANDARD CLIP I U-CLIP 2X5 ANGLE CUP a 2"X6"X.25"(17) 66604 666262M 666272M 6655113M f gx� 6063-T6 ALUM. 6063-T6 ALUM. 6063-TS ALUM. LL 2,000" X-SECTION 2.125" I X-SECTION 2.000" XSECTION NOTES: I I N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .1. .125" .125" 5i o U DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. O 0 v,w W 2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE 1.490°�T NW O 2 HOLE LOCATIONS. 1.490' u0'aJ J U 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. J 5.500° - w Of m 2 CUT HERE TO 5.000' 375' (�0 W U o F- 3,SC0' CREATE F-CLIP, m z O (n 2000" ,375" •r _SEE DETAIL F, .375" Ct ,376" MIN. Z) Z M W MIN. SHEET4 MIN. 1.- O N 2 U = Z m ------------------------i -- -- i---------------------i. z Z LU 3 $ U I m s W j ❑ A kO 1 I Q Ja r�T 4.000" i--------I o tL U -I—- -—- - I- 3.438" + 3.438" I I z Q W 0) .250' 2"X 4"X.25" I I I F Q ❑ G5 '- MULLION I I 3.438" I 1 r Z,, co m I I a Qo 6063-TB ALUM. I I I I ,375" � Z. o X-SECTION I I I I -j `o W O MIN. L•- ------ ------ ----- -- -- W _j (0 `1 �- STANDARD CLIP 2X5 ANGLE CLIP _ U-CLIP,605"3-TB ALUM. (0 Q ¢ O O CENTER OF ANCHCRHOLE MUST LIE 6063-T6 ALUM SED FOR 2-X 4"MULLION,SHEET IG CENTER OF ANCHOR HOLE MUST LIE 6063.76 ALUM, K d 5 Zm(1) (p .250' WITHIN THE DASHED BOUNDARY_SEE TOPVIEW TOFVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW Ya ° t; O;:O SHEETS I6-17 FOR THE ANCHOR O.C. SHEETS I6-17 FOR THE ANCHOR O.C. O — gj O DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF AN HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE �� DIAMETER ANCHOR DIAMETER 4 1/16'. —WITHIN THE DASHED BOUNDARY,SEE DIAMETER ANCHOR DIAMETER+1/16". SHEETS 16-17 FOR THE ANCHOR O.C. IIIII 5.000 TI�IIII PRODUCT R E- VISED MISTANCEMAXIMUM ANCHOR HOLE , as comp)in 5,500" Build ng with the Fl orid a CEHERETO E(ER:ANCHOR DIAMETER+1116". o 017-0630.01 .375 3.500— CREATECLIP. 375" NOA-No. SEE DETAIL F. - .375Expiration Da / 6/21MIN. -SHEET4 MIN. 376° MIN. 13y'. e2 02 r----- -- ------ - ----- -- Miami-1 de Product Control 6. 4.688' ---—-—- 0 5.438'L 1 1 I 1 1 I r I I I 5,438° 5.438' I I � I I • pN N M �• 2"X 6'X.25' I I j I I t \ " 1-10ENSF•.�(( I I I I _� Q;' (p MULLION I I I _ '•� 6083-T6 ALUM I I I 375" PIG.58705 _ X-SECTION _ 1 L---------------------J-- MIN. "0 1 -0 ST P.- '•'ate STANDARD CLIP' U-CLIP 2X5 ANGLE CUP i�s ••F6pRIDP..•'G\�� .260' 00TOPTO ALUM. USED FOR 2'X 6T6 ALUM..SHEET 17 8063.TBTOPAEW M '/77 70NAL 1�� TOPVIEW A.LY(�I�!MILL�R,P.E. FL P.E.#58705 i • 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+60.01-60.0 PSF. �Sn NO ANCHORS N HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS 6UITABLE,THE MULLION LENGTH IS 72 AND THE OPENING WIDTH IS 32"+32+1"=65".REFEREWILL ET 25.THE COLUMN USING ®o Y o --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-'I/4"AND ND WILL MEET OR EXCEED THE REQUIRED " a DESIGN PRESSURE OF+600--60.0 PSF,IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. -SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.376'MULLION(LENGTH=72",OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 458.3 PSF AND WOULD o PENESTLL1nCN DETAILS, SHEETS NOT BE SUITABLE FOR THIS APPLICATION. °= PRODUCTS - Q2 APPHWAL 2J ^ FROM TABLE 4A,SHEET B,THE 1"X 2.75'X.650'MULLION(LENGTH=72",OPENING WIDTH=70')HAS A DESIGN PRESSURE OF 472.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE Tp' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION LENGTH 2)USE TABLE 48 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 Q ANGLE CLIPS WITH(4)#12 ANCHORS HAVE CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z N W SEE 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 _ SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THATTHE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE /-2s 114STALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION FROD'UCTS TO MULLION. _ -" IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS-1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 FSF WITH AN ANCHOR CAPACITY OF 636 LES.ALTERNATIVELY, W o F- 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: _ <0•1 W 32• 32• t- fO + --I-- mDTH LBS (60PS I- F)X( s36 )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) � OPENING WIDMuTHu. 72.7 PSF z $ m U THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DF-PTH 18 2-3/6'.THE OPENING REQUIRES A 80 DESIGN PRESSURE OF+50.0/55.0 PSF. -i ° `-' sZ FOR THE VERTICAL MULLION: Q 4 N m i 1)INITIALLY ASSUMING THAT A 7"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1'-105"AND THE OPENING WIDTH IS 36"+36"+1'=73".REFERENCING SHEET 25, Z r li THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL W 'U EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0185.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. I) SEE DETAILS. FROM TABLE 3A,SHEET 7,THE 1"X2.75"X.375"MULLION(LENGTH-108%OPENING WI DTH=80")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF D! 52 /Y MULI.WIDTH-1f-- SHEETS 2a 'AND WOULD NOT BE SUITABLE FOR THIS AP PLICATION. (~J FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(LENGTH=108",OPENING WIDTH=80'7 HAS A DESIGN PRESSURE OF+/-64.7 PSF MICH EXCEEDS THE REQUIREMENTS a W Z O O FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 6 ., ''O r.0 d €K 1 3T SEE SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTOPENING WIDTH IS 36•+36"+2'=74",NOT 73'AS PREVIOUSLY FENESTRATION DETAILS, ED PRODUCTS SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCT REVISED APPROVAL 2A THE 73"DIMENSION(35-12"+35-12"+7=73"). Building complying with the Florida 2)USE TABLE 120 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED NU - o Codo CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B",CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. 17-0630.01 VERTICALS �_ USING THE STANDARD CLIP WITH(6)3116"ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-12"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND 6xpira0on Data 05/26/2021 MULLION SEE -SEE LENGTH THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. & DETAILS, DETAIL E, By OPEMNG SHEETS 2-0 SHEETS FOR THE HORIZONTAL MULLK)NS: K PE'N'N w Miami-IYj de Product Cont"ol ,. HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER S HORIZ MULLION TYPE COULD BE CHOSEN. u� MULLION T2' zz� 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+72"+2"=100.REFERENCING SHEET 25,THE COLUMN USING TRAPE7.0IDALRRIANGULAR LOADING MAYBE C7 USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250-MULLION(@ LENGTH=4Z',OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+/--170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, - 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE V Z 1HEET1 WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 2-3 (4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED w 11 I I i i i ANCHOR CAPACITY OF 521 LBS. F VVI ANY LYtvtV --- a . � i �3e•,HDRIZ, 3B•,Holvz 4)FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 125 FOR THE U-CLIP SHOWS THE ANCHOR m � 1,10ENSF•'•�C :- 36*LHONOTH 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 z P; CPF.NING WIDTH FOR VERTICAL MULL- ANCHORTYPE ISA#12 STEEL SCREW. No.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS; a- •:�; C +/.64.7 PSF FROM THE VERTICAL MULLION; b +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; H Q TE"Q 41-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). 8 T THE LOWEST DESIGN PRESSURE IS-1-64.7 PSF AND WOULD APPLYTOALL OFTHE MULLIONS. _ �i� '•.tOR1D?`.••'G\?� }t}) t VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ONAL L�,a�� L PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ra A.MI(IIIWILLtR,P.E. U ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, FL P.E.#58705 ( i EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALfTRUW GULAR LOADING. e o PW PW ^ PW - I _...._ xx SH/DH SHIDH SHIDH SHfOH' - i PW PW � �Nzo LU z �j _ 0 C / / cF9 W o I=- LOADING OFVERTICAL MUWON LOADING OF VERTICAL MULLIONj m Cl) W SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i / / HINGtD ~ (a Z Z SGD LOADING OF VERTICAL MULLION w �p PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION _ Q, d t` PW .I z Z ¢ N rn / PW PW111� Nz 8�MCI PW _ OD SWDH LU K SH/DH _ I — (~j O ¢ 2i SHIOH SH/DH PW O ¢ a O O mOsp 4 IH' ' SHlDH u ..— D a PRODUCT REVISED as com Iyinggwtth the Flarlda LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION BuildingCdeSILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I HOA-No. 17-0630.01 PW_ HR _ Expiration Date OS126/2021 LOADING OF(2)HORfZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY -- i MULLION Mindli-qatio Product control RA HINGEDPW PW I NOTES: DOOR I 1)DRAWINGS ARE i RERESENTATIONS OF TYPICAL 1 PW CONFIGURATIONS. I PW CONFIGURATIONS NOT SHOWN L / / MAY BE EXTRAPOLATED FROM o o I THOSE SHOWN. ' I n j 2)IFTHE LOADINGTYPE CANNOT . LY .......... BE DETERMINED.USE `� •.�L/ I / PW RECTANGULAR LOADING. `� ��• �•10ENSE'•'C��i PN/ I / 3)SEE PRODUCTS'APPROVAL FOR `*:' No.58705 PW ACTUAL ANCHOR LOCATIONS. ( LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 / ��t)••� .• PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j / ' i ' I SGq �,�•.• I G LOADING OF VERTICAL LOADING OF HORIZONTAL MULLION MULLION A.L^TNNI I4nEi3,P.E. i FL ..958705 i 1 i