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HomeMy WebLinkAboutWINDOW/DOOR INSTALLATION COMMERCIAL (5) S T.IMC1E C B DING DIVISION REVIEWED FOR COW 1 NCL RECEIVrD JLN.2 4 ? VIE�VErD DATE M IAM I•DADE PLANS FERW 'ST BE IsPfi ON X0B ® OR NO RiSPECTION WILL BE MADE. 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) tivww.miamidade.eov/eeonomv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control 0 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: one:DESCRIPTION: Series�`P® GClinpedatruded Aluminum Tube Mu1l�oII1°—'�L1tiI:I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Itnpact Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, 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 ,vith 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 and renews NOA#14-1105.01 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 Manuel Perez,P.E. NOA No.16-02-18.03 QMM1AM1_MQADEM COUNTY Expiration Date: May 26,2021 Y41M f f Approval Date:April 14 2016 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, 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. 10-0819.0S) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, 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. ManuD. 6-10218.03 a ez,P.E. Product Cont aminer NOA N Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Ind-ist ries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product ContrI E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 NOTES: SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL N NON-IMPACT OR LARGE AND SMALL A 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE , 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 IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1 o ELEVATIONS..._....._......._..............1 FIGURE I: HAVE BEEN TESTED AS AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL IULL TO 1X&MASONRY_............2 MULL TO 2X WOOD....... ..............2 o u 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS O MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL--- ARCHES TO BE MR 0 MULLIONS INSCRIBED INSIDE " NSTALLATION NOTES....._.__......2 / SEn-0 cAILS S�ANcuLAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL TO MASONRY................_.._.3 1 SHEETS 2•] MULL TO STEEL STUD...................3 IV -- I — 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W INDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL........................ 3 m t. DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U160.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............._.._.........3 V1 III T cn ALTERNATATE CLIPS....._......_.._..4 MULL INSTALLATION O IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, BAY uurlON..............4 1 X 2 X.125 MULL SPECS........._....5 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2%.375 MULL SPECS..............e INSTRUCTIONS. 1 X 2.75 X.375 MU III\ LL SPECS..........7 Ln 1 X 2.75%.65 MULL SPECS............8 Z SEE DETAILS 1 III 11 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS_......9 Im W p o O ATMRU G; / �__ I / 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER X 4%.3T6 TUBE MULL SPECS.125 MULL SPECS. ....11 snEErs 2a ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN J SHEETS 2-3 1%4%.375 T MULL SPECS........11 lil PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.188%.285 MULL SPECS...12 W OPENING 1.26 X 3'25X 109 MULL SPECS.....13 Z W VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULLSPECS.._.14 MULL FOR LENGTH HORIZONTAL 1.26X3.84 X.824 MULL SPECS._..15 W MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS.MUST 2 X 4 X.25 MULL SPECS......._.......16 J Q Z SEE DETAIL E, 2%6 X.26 MULL SPECS................17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q fA SHEET 3 1.26 X 2,11 X.125 MULL SPECS....16 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 3p•X 3.25 DAY MULL SPECS.........iB I.- H Q N p REACTIONS. 45•X 3.26 BAY MULL SPECS.........20 Q O Z �z MULLION&CLIP DIMENSIONS......21-23 I_ Z y00 0 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS EXAMPLES 1&2................._.......... 24 ul PRODUCTS MAY LOADING EXAMPLES....._.__....,_..25 W BE OFANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Z PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT 1/1 DIET MANUFACTURED ENT APPROVALS. q V` ¢ O O Z 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. O. 0 /SEE DETAILS L wl HORIZONTALA-D,G,H: 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING . MULL SHEETS2a WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:. 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT2)FOR THE O ,._ T`A OPENING USING THE ASL SNDARO. 0 MULL OPENING WIDTH-1 )�— HORIZ.MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 1 —I LENGTH I` 1 I � 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING Is-RECTANGULAR'OR'TRIANOULAR/TRAPEZOIDAL'. CPENI� - - 4 FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBS/FTI)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED HEIGHT ) H complying with Flu(tda FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Huilding Cod° OPENING MULL VERT. MULLION CAPACITY(LBS/FT2)OBTAINED SHALL MEET OR EXCEEDTHE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN A—plmro No 1 D2�g• HEIGHT LENGTH MORL MULL STEP 1). Bpiled Deto L2QZf I LENGTH L I 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE BY 1 �L REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. N6 OPENw wIDTH _ g)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE `�\�\ON�( LYNN drq I7%l SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL OPENING WIDTH ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ; �� • ..........'Z� FOR VERTICAL MULL CAPACITY IS MET. cr '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS E "T FROM FIGURE 1 ABOVE. 7)IF THE MULLION CAPACITY(LBS/FT2)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT2)FORTHE ' No.511705 L-- OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ _ =_ VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE _ •� / '• 4/1 STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION '�p b TE F b •2014 FLORIDA BUILDING CODE(FBC),STH EDITION CAPACITY(LBS/FT-)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION %�'\\ •.•�cOP •ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. ��<Sl CORIX -ALUMINUM DESIGN MANUAL,ADM-2010 9 HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT, i n) �` •AIS1-S1o0.07IS2-2010 ) A.CNNWOIhhgRI \E. FL P.E.#58705 DETAIL A: DETAIL B: MULLION o °� MULLION TO 2X WOOD BUCK MULLIONTYP.ANCHOR EY MULLION ATTACHED TO 1X BUCKSTRIP p OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE,gTTACHMENT SEE SEE TABLES I0-16B (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, SEE NOTE 1, N /\, I MULLION SHEET I. ..,•7 m Z N fA d 1 i I I SEE SHEETS / � �I � MIN 2.7 KSI �•� .', '• EDGE EITHERTHE I i Zt-29 FOR HOLE / d I i i I CONCRETE OR CMU 21-23 SEE TABLES _ LOCATIONS acc---��� y STANDARDO ° 1•� I EDGE DISTANCE 1B•18B a' (A OFFSET MULL u \ EDGE m m 1 ° CLIP MAY BE I " FORMASONRY Q II \ FOROOD I I ANCHORS m Q p ~ INSTALLED BY .// I (n THIS METHOD. ° " SCREWS L 260•MAX FOR °'d I I SIDE VIEW Z J " ALL MULLIONS ° _ O J CHOR d ° ° STANOAR00 U m d" OFFSET MULL z CLIP MAYBE Q'.g¢. zr ° .° INSTALLED BY � I--5 � Z d EXTERIOR 6 "d THIS METHOD. J EDGE Q ? d DISTANCE Q Z ° FOR Q ° MASONRY " THE OFFSET CLIP IS ANCHORS L/fJ RECOMMENDED FOR En FIN-FRAMED EXTERIOR °° WINDOWS.BUT MAY LU Q Y X ALSOBE USED FORco co OTHER FRAME TYPES. ` U Z ¢ O O Qgq. �I Z fA LD ` TYP.ANCHOR P RSUBSTRATE, PERSUBSTRA7E. TEP.ANCHOR PER SUBSTRATE, SEE TABIES 18.168 SEE TABLES 1B-188 SEE TABLES 18 •18B EOGSEND BUCKSTRIP DISTANCE (I/ AND SEE TABLES ATTACHMENT EMBED!ENT �T / BUCKSTRIP 1B-188 r a•; BY OTHERS, ANO EMBEDMENT' SEE NOTE 1, ATTACHMENT • BY OTHERS, '1 SEE NOTE I. SHEET 1. •- MIN 7.7 KSI CONCRETE OR CMU FRONT VIEW PRODUCT REVISED SIDE VIEW 0 complying with aw Finfidh FRONT VIEW Building Codc Acceptance No .�� Cx i"udm Dab INSTALLATION NOTES: By miaw 11 6u 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I I I 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `\�OC\( LYNAJ ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �'���,••'��CCNSF F'P 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 INTERIOR CLIP MAY BE USED. No. �r ` .r• 58705 116 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _ 00- 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 17 LLr %�� S �EOF 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED �O�(.'•.FL O.....•''��; ELCO ULTRACON OR ELCO 1/4°S.S.AGGREGATOR MASONRY ANCHORS. A.LfNNIMILLEl6.E. FL P.E.#58705 DETAIL E. MULLION TO MULLION jl�i� z DETAIL C: — �^c —1 .72 MIN. INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MULUON MASONRY STRUCTURE ' (U-CLIP) 1)MAY BE INSTALLED IN'TEE-OR-CROSS- IK o (STANDARD CLIP SHOWN) INTERSECTIONS. 1010 VARIES 2)MAY BE INSTALLED HORIZONTALLY Y (SHOWN)OR VERTICALLY. I I TYP.ANCHOR N LNS HERT HE I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGSL ,SHEETS 21-23 �sm r. NDARD O I 1 SEE TABLES IB"13B FOR CORRESPONDING MULLION. SET MULL - I - TOP VIEWMULLIONO (— P MAY BE I I LLIALLED BY II I Y EDGE DISTANCE J METHOD. �I I I I -FOR MA VARIFg_}-----{ J = I ANCHORS I W I #12 STEEL SCREWS, .• N /SELF-DRILLING OR PRE-DRILL B MULLIONANDUSESMS LLI m p 0 in W MULLION Z J EXTERIOR °� s O j n THE OFFSET CLIP IS v Z V i EDGE DISTANCE RECOMMENDED FOR FOR M4SONRY ti FIN-FRAMED LINTERS..VON �I LL'LI ANCHORS WINDOWS,BUT MAY UCUP f-'E Z ALSO BE USED FOR --I OTHER FRAME TYPES. EXTERIOR F Z TYP.ANCHOR .dz z d Q O Z N O PER SUBSTRATE. q F, W p �SFF TABLES 10.738 — SEE SHEETS 21.23 FOR o'T YP . ANCHOR HOLE LOCATIONS BUCKSTRIP ,—PER SUBSTRATE, W J SEE TABLES 10-138 FRONT VIEW EDGE / ATTAC ME1R DISTANCE N vI —J BY OTHERS, — . SEE TABLE 18-13S SEE NOTE/, • 0 Z � EmEDhIa M SHEET t. + EDGE 3 m� •• -• • '' DISTANCE n ~ F'—I—SEE TABLES SIDE VIEW �t MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU IB-13D FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER SUBSTRATE, \�/ SEE TABLES 1B•130 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �` SEE SHEETS ® PRC XICT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR w complying with the Rini" CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Ruilding Code FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. LOCATIONS Aceeplance Na�"�Z�•63 ` `\ MULLION Ex:i�aWDawcw2lj 3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD. py4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. S)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED _ STANCE \�.t»I ONIN 4114, ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES FRONT VIEW 10 GAAND COMPLIANT WITH THE FL BUILDING 18"138 CODE.A2XWOCD BACKER MUST USED. ATTACHMENT BY OTHERS. _ NO jB'/o6 �J EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: •,�-' ry !O U= 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD '.�'�, gT 'E F ANCHOR VALUES MAY BE USED. 0 ' 2)SEE CORRESPONDING MULLION TABLES, / / iyA\_ SHEETS 5-20,FOR QUANTITY OF SCREWS. A.�L'YN M FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: n� FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATIONa (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $ $ SEE OETAllS A{, 36'OR 45' SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N MULLION III m O O Z Tn O 0 O O 0 0 O O J O O TOP VIEW d SIDE VIEW I m V o o O SHOWNWITHI•X4'X.125' i TOP VIEW ••r SHOWNWITHI"X4'X.125' i i Z J MULLION I TYP.ANCHOR O EXTERIOR I I I * /—PER SUBSTRATE, 7 U m g C5 i i / SEE TABLES 168 OR 168 Z 0 I TYP.ANCHOR I I STANDARDMULLIONCLIP I PERSUBSTRATE, I I EXTERIOR J U) Z MODIFIED TO FIT FIELD SEE TABLES I0-148 y„ T7 Q z CONDITIONS. I `+1' I v-2'X VANGLE CLIP, Z Z Q O1 0 I I I 2 PER MULLION END,MUST BE Q 0 Z N MULLION '- I 1 I I 1 I INSTALLED INSIDE OF BAY MULL. F 60 p I i I I � I CD I I II I I © ¢ Y Q� jI I 2'X5'X.125' Tn U) ANGLE CLIP, -� V Z a I I I 2 PER MULLION END, — Q O MUST BE INSTALLED d E Zmco fn I I INSIDE OF MULL. 0 m0 TYP.ANCHOR PER SUBSTRATE. ' SEE TABLES 1B44B •/� IN70 WOOD, (f STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR �� �� GE F EDGE 0150 Ofk ,�CY7 ®_ O PEPRC.OUCT REVISED RS F n4 complying with rho Florida rc� Bullding Code 0) 1@ INTO WOOD,STEEL, A—plmu.No�'��•I$•O ALUM,CMU OR MASONRY 1 O E.pimlilm Dal. ?j) ® (x� EDGE DISTANCE By PER Mieml hodu.l ANCHOR EDGE DISTANCE—I E NOTES FOR INSTALLATION OPTION G&H: \���Y LYNN PER ANCHOR D i 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ���•� •'4YGEIJSE ''•F� �� NOTES FOR INSTALLATION OPTIONS F: •e,2)DETAIL G: '•%� �- 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.1 V X.125'MULLION. LOCATIONS.SEE TABLES 18.148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE _•,L- 1dL1 (1;5705 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ti)•'•, �6 LOCATIONS. f� '. �jj(,,���TE 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. �'��L� rLOR\DP•'',CG A.•lLY p.E. FL 58705 TABLE 1A Mullion Capacity Table IGartiT e Opening Wtdth(forverticaity-sparrirg motions)of Opening Height(for hadmta*sparr irg mudlons) q 60In 601n70 In 80 in 901n loom 120 in 1401n 1601nReatanVul. T-PITaarp. ftectangriea TiaptTd+ap, Ractonguler Tnptirtan8. ReafanpiW Tmpnflenp. Reolanerdar TiapRdety}. Rxtd.t 7mpTneng. 170atangatetTnfVtdang. Reatan{plar 7reptldeng. Ractanowar Tmp'Tee 1%2%.126 Loading Loading Loading Loading Loading Loading Loading Loading Loading Laedan Loading Loading Loodiag L1dwa Loading Loading Loading Loading oil, Alum.Tuba .Mullion � �� � 8 �� N 42 In 111.8 406 1 129.5 332 63.2 408 114.6 US 74.9 4011 107.8 Sgt 88.9 498 104.4 319 112.1 498 104A 319 65.9 498 104.9 318 48-11 408 104.0 319 39.8 MS 104.0 318 Sidi 406 101.0 348 411N 74.0 312 83.6 256 624 312 73A 252 83.5 312 07.0 24a 48.5 312 012 246 41LS 312 81,3 244 37.8 312 61.0 244 112 312 61.0 244 26.8 312 81.0 244 x1.4 312 61.0 244 � LU LU 6GA5la 53.9 28t 70.6 214 63.2 281 81.6 220 46,6 281 65.7 224 39.9 281 62.1 222 35,6 281 50,1 220 31.9 281 19.3 219 26.6 28t 493 219 22.8 261 40.3 209 200 281 493 219Of 7 541n 826 247 67.6 207 43.4 247 49.1 202 37.6 247 44.8 199 52.9 247 41.5 a 24.2 241 39.{ 194 26.1 247 38.4 161 21.0 247 30.1 193 1&$ 247 18.1 1113 18.4 247 Al 193 m m spin 38.4 200 41.2 170 32.0 2110 354 168 27.4 200 31.5 163 24.0 200 2a.9 160 21,3 200 27,1 158 192 200 25.9 157 19.0 200 26,0 150 F:.. 40 � 611n Sit tai 33.3 155 27.0 1111 30.3 152 217 let 25.8 149 20,7 151 24.5 146 104 181 22.0 144 16.6 181 21,7 141 9 481n 28.5 185 30.6 142 24.0 IDS 29.1 139 20.6 Me 211 136 teA 185 21A 134 Z fn Z• U 72 kr 222 tis x11 120 10.5 1J9 19.9 110 18.9 119 17.6 110 Z �tr 78h M18.8 125 79.7 109 16,7 126 16.8 107ELEF 78>n 17.6 tl5 lag 104 -i z ¢ rn a TABLE 1B bANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ Z AnehorCa act Table Iba f- subanal. 2.7k G onowe 3.6k Cann. Hw-CMU F91ta CMU PT Woad Mewl (OP,„,)X r ANCHOR CAP.,„,,,,,\ ANCHOR CAP,,,, r � 6118'Eba 171.83 Eba 51/6"Eiw 114•SS EIw $10Si.H 412 Slaef mit `MULL40N CAP.,,•,,,.-.J Ancnar typo: 317B'FJco t9Waon 114.Ek.14r.Caa 3'1B'Ebo Ulndcon 17d•Eiao Unrecan Anchor Clip Pettem8 Ul6ecort ApgnGaW u3mcon AggdaGawr 86nw(G5)GCW(GS) Screw(Gs) USE THIS FORMULA TO OBTAIN THE"ANCHOR Of N Edg9 a6wrre{Ln}: y atrc r 2.1IC 115• t• 2-tR• t' 2art 2' 3tt6' 2• 0.46` 0.54' G.324• CAPACITY REQUIRED"CORRESPONDING 70 AN x Q S+ Em6admenl b 1-714• 1.314• 1.314• 1-314• z 1.14• 1414• 1.114• 1.114• 1414• 1-114• z tori• fare• vam. ACTUAL PRESSURE REQUIREMENT FOR THE 2Ana}ana f41.75'Min.O.C.lstandard 4rGtsot alp tF8l tk 39atas 34k}tm 450ria ti9011 16441, :27-01t. 29011 35di1 740 Ms 3741m 664 im 8481m 341 Iba 442tba 569/m OPENING,WHEN IT IS LOWER THAN THE MULLION a {4Anshan®1.15'Mln.G.C./6wrA.rd(or06.0Clip(Fig.T): 40011 700 roc WA WA Wa 380IN WA WA WA WA WA 662 We eea CAPACITY(FROM THE TABLE)OF THE SELECTED m 00WM-A O.C.1(2)Ts6Angloalp.7¢4y,31 780wa 780566 OWN 45801ba 189611 5801m WA 7601m 7481m 880 i1 i69Tfba 1152Iob 6951m ir20lm MULLION.IT WILL YIELD A MINIMUM ANCHOR �2Ancnaa®9.4s•Mm.ac.r u431pwto 525•Alun(FG41 WA wa WA WA WA WA WA WA WA WA WA wA HM 716 mb CAPACITY WHICH MAY BE USED TO QUALIFY1950s fes W. 275 Wa 445 tb. 112216. 14911 1776x2 370 ft. 187fbs J3211 475 gra 1708ra 221 Iba 7aG11 ADDITIONAL ANCHOR OPTIONS FROM THE 2An4N. t.15•MIn.O.CIF421p(F 6Y 240 ea 3501m WA WA WA iB01m WA Wa wa WA WA 341 b. 44210, 58G16. ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1; FIGURE 2: i TABLE NOTES: I i « PRODUCT RL• the . • 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, w complying withth d16 Fld7ridlr SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ---i 1 000• (--- Buf}ding Cordo Acaplatdca 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Ex uati Dab 1 FIGURE 3: By 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Mfami 11 lrodad HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2,000• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. �i� trr 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT•FILL£D •126" \�� `Nl 4YNN .. FIGURE 4: tE[ 1111 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED ��r�1,••'�CEwe `•• 'Q YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125• `• v ' FIGURE 6: FIGURE 6: '•,,C�� THICK.STEEL STUDS TO BE A L ANCHORS GRADE 33 AND.SHA THICK(N GAUGE).STRUCTURAL STEEL B BEAT 1'X 2'X.126"MULLION = LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _•}i; N0.58705 '. THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410Of =,�:cy;•.,c�oK�o!�.••bra A.LYNI}l1 ER;P.E. FL P.E.#58705 TABLE"LA Mullion Capacity Table IbatttlN Opening Width(forrerticatty-spard7tg mU110rt5)OTO ening Helght(forhodzontelly-spartdrg mutons) a! 601n 60 In 7010 03 N go In 100 in 1201n 140 N 160 In ud Realarqutar TrapTrta,g. RoatengWar hapTdar(y. ReatmpWar TropTdarq, RoIXangutar TmtyT0ar0. R4ttanp�tar Trep7delg. Reaerguiar TmPTd m ReatengAw T.Pmtarg. Reoterwor Traprrdstp. Ro4-ptw Trap7Tdarp. 4 1%2%.876 L°aolrq gLwMng Lma{nB Loadirg Loaaie Loaaro Lmclingg gLmaing Loadkp L."m Lmdntg Lmtllna L.Whvry` Loadln9 l.maklg 4m6n4 Loadlnq Loadl,g �Y u d Alum Tube Magian Lo pp 58�r 5F s�4ETit S Et¢r S v�B fz hY $4 st�8ki .S86t 1}�E�48tf s� e�B 5E .IxSt - a 8 B a8 Z8 Z S d 2 a 2 z8 8 a 28 d 2@ 8 9 9 p^ CN waw tFo 42 In 170.0 BM 1760 435 151.3 M2 170.0 470 12&7 602 170.0 608 113.0 egg 189.5 518 100.8 Bat 1889 517 90.6 86x 16@9 R77 757 882 108,9 617 64,e 682 1e8.e 617 66.7 882 180.8 677 ,0,J 4810 121.8 607 138.0 418 101.4 607 11P.2 410 QB.B SOT 1087 403 76.0 507 1028 399 67.6 507 99.8 307 We 607 980 390 W.7 607 98.0 Me 43.4 507 99A 398 38.0 607 89.0 396 J W b0.825In 103.7 450 114.6 379 894 456 Me 371 74.1 450 90.5 364 et.8 466 646 360 57.6 456 81.3 357 Ste 458 880 358 43.2 458 80.0 358 37.q 4513 60.0 358 324 458 80.0 358 � L];;d TTP 541. 85.4 400 03.3 336 71.2 400 899 326 Ste 400 TV 322 534 400 67.3 310 47.5 400 Me 316 42.7 400 02.3 314 388 400 61.8 313 30.6 400 81.0 313 297 400 S1.8 313 W O� O Do U) 601. 62.3 324 6B.D 276 51.9 324 6F,5 270 14.5 324 61.7 284 30.9 37A 488 280 34.8 324 13.8 251 31.1 324 470 Zib 28.0 324 b.b 753 222 324 40,b 253 iB.S 324 495 253 f0 in 6314 636 281 57.4 252 44.8 284 4132 246 384 294 43.6 241 336 294 39.8 237 29.e 284 37.1 234 299 294 352 x72 224 284 33.5 230 18„2 284 33.4 23P 195 789 33.4 230 J 6814 48.8 280 49.8 770 390 280 424 226 131 708 37.5 221 29.2 286 31.1 210 20.0 288 31.8 215 23A x68 29.8 212 19 5 268 20.0 210 16.7 268 x7.7 209 14.6 268 v.7 209 Z 6 �• , MN 380 225 37.9 196 30.q 226 322 Wt 2S7 225 28.4 i8S ?25 225 258 185 20.9 225 23.6 182 160 ?25 22t 160 15.0 725 20.3 177 12.0 226 19.8 176 11.3 225 19.8 178 z W 7810 30.8 2@ 32.0 177 25.5 2(2 v.2 173 2f.@ 201 23.9 170 192 202 21.5 167 f7A 202 18.7 165 153 102 18.9 1W 128 701 18.7 1@0 10.0 1Vl 15A 458 8.e 202 75.6 158 (�1 z 7810 28.3 102 29.6 788 9.8 192 26,1 187 207 182 22.0 162 ITT IN 19.7 ISO 15.7 192 191 157 11.2 181 16.13 156 11.8 192 15.7 152 10.1 182 tA.4 1513 8.8 182 14.2 150 Q J eT 00 in 195 144 19.0 126 15.4 144 18.1 116LA J Win 16.2 127 15.6 113 Q ,� Z (�( o tl0AO TABLE 28 Aneher Cs ac Table Ilbal ANCHOR CAPACITY ADJUSTMENT FORMULA; to ANCHORCAP. X 8ub3lml.: 2.7k Crxwmlo 3.5k Caw. Hollow CMU F4ka GAIU PT Wood MAUI (OP)X t )c ANCHOR CAP.,", 5/f6'FJm tf4'88 E)rq WIS'Eko 114'SSEko 8108teot 012Stee 412 Sted MULLION X } (!) AmtwrType: 31161 Elm 1111m.m 114"Elm tnbacm Yt6'El m U9m4on 1t4'Eioo VOrocm .4 Anchor Gllp Patteme uB,acm AggmGalm Ut96aon AggleGatar Sorm(G6)scmw(G5) Somw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR 4 � Edpo olcl4nca 0n): 1. 2-112• 1 t• I 2-Vr 3419' 1• aur 1• 2-frr r I 3.116• r 0.48• 0.54• 6.324• CAPACITY REQUIRED"CORRESPONDING TO AN QNB Z Embc4mml it.) 1-Y4' i V4 7.6.4• taq' r t.114" 1-110 1.114" 1.114• t4/4^ 1.114' r tare" I-Tr Veda. ACTUAL PRESSURE REQUIREMENT FOR THE q mp 5;0 2 Amhom 04350Mh O.C. standard.,Owl alp(Flg.t} Wl 300 fire 450 the 8B03w 18419u 2701m 20091, 354 The 740 ID' 314 I0. 68490 048lbs 3419 4421b, 68of1u OPENING,WHEN IT IS LOWER THAN THE MULLIONS-� e��� 4 AncOaa 1.15•Mh D.C./Slender.for Olken Clip(pq.x); 46016 Too rm WA WA N/A WA 3w Itm WA WA WA WA WA 662 24 SBS iia f120¢4 CAPACITY(FROM THE TABLE)OF THE SELECTED o 4 Archom�3'Atia O.0/R)2a5Angk gly4/{Fig.7): 780 W. 789106 BBO Ib. 1560Iba 188001,4 5401. 6601G WA 760161 7451b. 680 lb. IM2IW 6821W 685 lb. 1120 b. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 A,wAae OAi"Mit.O.C.!t/L7;p,Nta.115'Atom.(Fb.4) WA WA WA WA NIA WA WA WA WA WA WA WA WA N7A 7t51b. CAPACITY WHICH MAY BE USED TO QUALIFY IAnchW1F-CVp(Ft.5)I 195144 195 153 2251m 4451bs an Ibs 135®0 14010, 1771bs 375 im R Im 3321b. 4111bc tt0 ws zzt 15s xe99u ADDITIONAL ANCHOR OPTIONS FROM THE 2 MO. t.tb^MN.O.CI F4Mp(Fig.e): 2413- 3501b. WA WA I NIA I WA ieOib. WA N7A WA WA WA 1 341 Ihs 1 442 ibs 560 fat ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES FRODUCT REVLSSD ��� • ! e349ntplyingwi00oFlgtibk 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING SHE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Du)tdtng Cada SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --1 1.000' �-•- AcOe)+tanca Too/ -A2 •D� Eaplmlio.6dc { 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. py FIGURE 3: Mlamt lsodaat' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2 000, (l i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 1 7 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \���soot'( LYNN qy�jfi� ANGLE CLIP MUST BE USED IN PAIRS. 4p SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .376' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED 7" No..58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2^X.376"MULLION _ /) • U.1i� THELEAMATERA-.#10 8 4123ANCH0 S6.ALL CINTTO WOOD MAYBE STEEL,I"HORS INTO METAL SHALL EXTENS S.OAT LEAST 0 S SCREW THREADS BEYOND A GC y •,(U ^ 6 ,E F 4b '4 T;'•. �• ; S A,IYNNMIEEII,P.E. FL P.E.#58705 TABLE 3A Mullion Capacity Table(Wee) Opening Width(for verticalVepemtrg mdllom)or Opening Height(for hortzor9alty-sperlring millions) C' 501n 60 in 701n 001n 901n 1001n 1201n 110 in 160 in O 1%2.76 X Rectanpaar Trep'Tdwq. Reclengt4w TmprTdalp. ReclmgWm Tn p/tgrp. R..N.I d.r Tmp1l leoO. Reclengdar TrepTdeng. Redangdu Trep7deng. Ralengular TrePTdonO• Rectengdar T.Plyd.ng. Rxlen9eler 7r.p/7deng. o t L-Mg Lowing Loadn9 LoadnB 1a8dbp LoednO Lowing loadnp Loedn9 Loedrtp Loafing Loading lnedm0 loadn9 Loadn9 Loafing L..Mv L dag (t�; .376 Alum. Y Tube '�$.. �g _ fig_ .. to Mullion �^ �' � � a J� � _ �� � N 25 1 1 � Z � m o 121n 170.0 620 170.0 135 170.0 714 170.0 {78 170.0 666 170.0 506 170.0 B92 170.0 319 170.0 1118 170.0 621 170.0 1210 170.0 621 1467 1301 170.0 621 127.6 1701 170.0 621 111.6 1701 170.0 621 45 In 170.0 709 170.0 624 170.0 630 170.0 M 170.0 992 170.0 SW 170.0 1137 170.0 661 151.6 1139 170.0 077 136.6 1139 170.0 one 113.9 1139 170.0 600 97.6 1139 170.0 680 65A 1179 1740 680 _ 50.4025 In 170.0 747 170.0 563 170.0 596 170.0 631 167.0 1032 170.0 604 14a.6 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 53.9 1032 170.0 756 73.4 1032 170.0 756 641n 170.0 797 170.0 912 161.3 007 170.0 091 136.2 907 184.7 730 120.0 907 5626 720 107.5 007 146.0 714 We 907 141.1 710 60.0 807 110.0 709 60.1 907 140.0 700 50.5 907 140.0 709 m M O 0014 141.1 735 151.5 675 117.6 735 130.3 611 100.0 735 118.0 599 88.2 735 106.2 690 75.4 735 92.6 593 70.5 73S 95.1 576 50.0 733 91.6 574 60.1 735 91.0 574 44.1 733 91A 574 � r0 J 631n 121.9 680 130.0 570 101.9 660 111.5 657 67.0 666 90.9 547 76.2 666 00.1 536 67.7 666 63.9 531 60.9 669 70.6 320 50.8 668 76.0 621 43.5 660 75.6 521 36.1 066 75.6 621 J U � ea In 109.0 607 1124 522 66.3 607 96.1 511 15.7 soy 53.0 501 66.2 607 77.1 493 58.9 607 71.5 469 61.0 607 519 481 44.2 907 61.4 478 37.9 607 02.7 474 33.1 007 62.7 474 Z LU.2 m ,y 72 in 81.6 510 65.a 443 660 510 73.0 431 58.3 10 64.7 426 51.0 510 61.0 419 454 510 03.3 413 40.9 510 50.0 406 34.0 510 45.9 402 20.2 510 44.4 399 25.5 510 M•3 3" (A p 7 J bZ 3 70 in 69.4 458 72.5 400 579 450 01.7 392 49.6 456 61.1 385 43.4 458 49.6 378 38.6 456 M.6 373 34.7 456 41.6 366 26.9 458 37.7 382 24.8 468 30.0 369 21.7 458 35.7 350 J J g ]filo &.2 173 67.0 761 61.6 431 625.0 373 45.9 175 19.8 766 10.1 173 41.7 300 35.7 475 10,9 M6 32.1 136 36.1 361 268 135 34.4 314 22.9 435 32.0 N1 20,7 135 32.2 310 ¢ _ .�- 00 N 41.0 327 43.1 290 31.8 327 30.4 267 29.0 327 31.6 260 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 237 266 17A 3x7 21.0 282 11.9 327 19.3 266 Q ti Z 901n 34.4 x87 35A 257 20.7 207 29.8 252 24.9 287 29.0 248 21.25 207 23.1 211 19.1 267 20.9 x10 17.2 287 19.7 237 14.4 2B7 111.9 232 � x� � � X -- 108in 24a 221 24.1 205 20.2 227 20.11 201 17.3 227 16.0 19B 16.1 227 10.0 195 CO Lo w Ill In 22.3 215 22.7 164 15.6 215 19.1 191 16.9 215 16.6 1S6 �' N N 1201n 17.6 184 11.9 167 U X Q O 0 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d 8� Z m0 CO Anchor Co soil Table lbsANCHOR CAP., ,,,,,, _ �_ Sohalrole: 2.740-le 3.5kconit. HD11-CAfU FOedCMU PT Wood MeloI (DP,o)Xl( ANCHOR CAP_ 5/16'Elm 1/4•SSEko 5115'E1co 114'85E4c 91081ae1 81261.1 91251ed `MULLION CAP.,-,-., Anchor Typo: YIE Ekc Ulbxan 111'Eka UWacon Me'Elco Ultrwm 1H'Eko ulbecm AnchorCllp Patterns Ulbsan Agg.Gel. u0ncon Ap9ro(eor screw(a5)3mew(G5) S."(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge ashamo(in): 1' 244 P 2-1? 3-116' t• 2-12' V 2-12• 2' 3.116' r 0.48' 0.51• 0.3N• CAPACITY REQUIRED'CORRESPONDING TO AN dm Embeml(In! 1.148 1-Y4' 1-314• 1a14• r 1-1/4• 1.111' 1... 1-114• 1414• 1414• Y 1a/r 1.3@• wdae ACTUAL PRESSURE REQUIREMENT FOR THE 2 Armors®4.75'min.O.G lSte Wd w051et alp(Fig.1), 390100 39014 450 Ns 89014 1614 at. 270 b3 28014 3548. 740m. 37111. 664 IW 94814 341 We 442 Ib. 660lb. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ammrs®1.16'Min.O.C.I steM%d(or Offset)Ott(FI9.21 480 Ms 70014 WA WA WA WA 380 lbs WA MA WA WA WA 682163 8851b5 112014 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amb-Q3'min.O.C.1(2)2x5 An910 C45 I(fig.3)t 7809. 760b4 680 Na 15601W 189814 540 me 56014 WA 1609. 74614 Blow 169214 682 be 60514 I=w MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhae Q 0.45'Min.O.C.I VaIp,{,10.125'AWm.(FW.41: WA WA WA WA WA WA WA WA WA WA WA WA WA WA 715 We CAPACITY WHICH MAY BE USED TO QUALIFY 1 Al.c5w1 FC9p(Fp.5): 1951ba 105 B4 225 roe 445 ms 8221611 135 ws 14014 17714 373163 167 The 33216. a73u. no w3 221 im 200 ro3 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Amrom®1.15'Min.O.CJ F{Ilp(Fl9.0): 21014 35016. WA NIA WA WA neo IW wa N/A WA wa WA 311 Ih4 44214 560 lb, ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C6DCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED 03 complyin8 with lho FIMME Building Cade Acceptmnw No�6tt'0219 2 FIGURE 1: FIGURE 2: Bxpimliwn Dak�Qy� 02{ TABLE NOTES: ---I 1.000' f- • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Mi t de hodact C00001 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, FIGURE3: i\• """'•• !! 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760 \� �1CeNsC '•.FP • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - 1.10.68105 �( 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-00.WOOD SHALL BE PRESSURE-TREATED '376• _-0 OF RFIGURE 4: FIGURE5: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6053.71 AND BE A MINIMUM OF.125' }3 . / , L!THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT • U •' b! -' 1'%2.75'%.376'MULLION �;�C'•,_F(OR10P'. � LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND C .,,,. THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. i��S�r b!4Yt, ,I,ER,P.E. FL Ppi1 8 58705 TABLE 4A Mullion Capacitty TTableIb51R3 x 3�� ,4 Oponing tARdth(for ten)calVapervirg nHAore)4r Optning H6Jght(for 7077f20ntaltVspenifg mullions) �-R Sol. OO In 701n 80 in 90117 1001n 12p in 140 N 160h 1 x 2.76 x Roctenpaim TI.WT8an0. ReetangWnr Te "N Ractana lar 7taprTdmp, P-langelu Trap+Tdano- Reclanoww TwTie t9. R.clarw r TmplTdwp. Rt Oil Tropirfarrp, Ract-putf Tiop/Tdang. Recl.ngul9r TiopR-da"a F .I x 2.76 x Loading Loedirp loading Loodn0 L-einD Icadnp Loadnq Loading g Loaft Leading Lo.dnq Loadhp Ludno Loading Loading Loading Loading Loading 6 0. T.bu MantonTA tV alli 0 4218 1740 820 170.0 435 179.0 741 t?0.0 478 170.0 Bea 170.0 508 1170.4 492 1TQ4 549 170,0 1118 570.0 $21 170.0 112{0 174.4 621 17Q8 1486 174.0 521 158.1 1420 170,6 $21 136.8 1820 170.0 521 LII 48 in 170.0 708 170.0 624 170.0 850 17" 564 170.0 892 170.0 630 '170.0 1133 170,0 661 170,0 1275 170.0 677 170.0 1417 170.0 880 141.7 1417 170.0 680 12LS 117 170.0 080 100.3 1417 170.0 680 - � 50.825117 170.0 717 170.0 683 170.0 ago 170.0 031 170.0 1040 170.0 884 170.0 1105 170.0 723 1828 t248 170.0 747 146.3 1288 170.0 756 121.9 12M 170.0 169 101.5 1250 1TO,0 756 01.4 1266 170,0 750 W �g 0.w 54117 1740 707 110,0 812 174.0 958 170,0 891 178.0 1118 570.0 754 550.7 1170 179.0 803 133.9 1556 tIO.O 437 120.6 t130 ITtO 868 100.5 1130 170,0 861 a0.! 1130 170.0 88! 75.3 1170 17Q0 881 03 O 1" 60N 170.0 095 170.0 7D1 148.5 910 1823 761 125,5 016 144.5 746 109.9 Ilia 132.3 735 97.9 *1"' - 87.9 915 110.5 720 73.2 915 114,4 715 82.4 015 71/A 715 54.8 016 11L4 716 F- 63 is J ..�, 1n 151.8 830 161.0 710 t2&5 We 135.0 594 108.5 430 123.2 861 04.0 ON 1122 870 64,4 75.9 830 88.4 ON 63,7 830 94.5 549 54,2 530 94.1 048 47.4 630 94.1 849 2 V $ 88117 132.1 757 144.0 650 Sf0.0 757 510.8]23610.0 4.7 757 105.0 824 ffi.5 757 96-1 Bif 73.4 88.0 757 642 a9a 55.0 757 TO.D 593 17.2 757 78.2 591 411.3 757 78.4 595 _Z d m 3 72117 101.7 830 106.8 562 &.B 036 91.0 27 030 60.1 S30 W.B 878 721 521 59.5 60.9 836 82.7 508 124 W5 572 500 38.3 lW 55.3 497 31.8 070 65.2 4W W 3 78 N 85.5 671 90A 186 72.1 571 Ta,e . WI 87.4 I7q 64.1 571 00.6 171 16,0 47.2 511 65.8 459 38A 671 ILO i5t 70.0 571 44.0 M7 27.0 571 44.6 446 J c5 Z Y r d 78h 84.4 542 W.4 474 86.7 542 TDA 7.1 542 82.1 456 WO 542 55.1 449 44,4 542 51A 442 40.0 542 47.5 437 33.3 542 428 429 24A $42 40.6 425 26.0 642 40.1 423 F- „� Q z Q 901- 52.1 407 57.7 381 43.4 401 15.4 7.2 407 39.9 349 325 407 35.3 343 210 407 32,1 336 26.0 407 2DA 3M 21.7 {OT 28.1 727 10.8 107 24,1 722 15.7 IDT 23.0 719 QZ Ip ',,,. 08117 42.0 758 41.1 320 354 350 372 8,7 754 32.11 309 28.8 356 2eA 304 23.8 JSa 20.1 300 211.5 354 21.0 266 17.9 73O 21.0 280 10.3 350 ip2 264 YC Josh 30.t 203 348 25S 25.5 2W 25-9 1.6 2W 22.5 247 13.6 2W 19.4 244 1.7 283 58.0 240 45.11 283 18.5 237 Tn tt7 25 114 N 27.8 207 25.3 242 23.1 287 73.8 267 20.6 235 17.3 207 1&7 231 15.4 28N1201- 22.0 229 22,7 200LU I 18.3 229 14.6 5.7 229 iB.T 202 x TABLE 4B V Q 0 0 ANCHOR CAPACITY ADJUSTMENT FORMULA: Y N Anchor Ca acl Table(lbs) ANCHOR CAP.,,,,,,,, a, 8Wev9ta 2.7kCorcrds 3.5kC4rw. ROIloxCMU Filed CMU PTWaod Maki {OP,}X� )=ANCHORCAP_ 5716'Eke We 88 Ek0 5116'Elco 114'SS Eko 610 slcel 912 std mit filed MULLION CAP. ,,,, AOahorGll)3PattOrns Anchor Type, 3/tGEkoulUacon Ip'EkoWuecm medda Y16•Ekouwacon v1'Ekolnuacon AW.Gdar Utmoon AWreGolor Bcmv(05)screw(GS) scfm(GS) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge 0181ence(in 1' 2414' 1' 2.12' 7-v8• 2-i R' 71 3.116' 2' 0.48' 0.54• 4321' CAPACITY REQUIRED'CORRESPONDING TO AN EmoadrnenI t. 45 t 1-314• 1.1 !-N4• ly4' a t-t/4• !-Iia' /-tra' 1.114' 1-I14' S-v4' 2' !3e' 1.318' wales ACTUAL PRESSURE REQUIREMENT FOR THE 2An IK Q1.75'MIn.O.C.IStMard or r34.e1CIip(F1p,117 390 it>5 390 0@6 8901D. 10441D4 2100. 260 IFA 35405 74003 374150 am It. Pin too 341 ras 442150 5800. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Andwn:IS 1.15 Mtn.C.C.f Standard{or Opel}Clip(Fig.21 400>m Jai His I WA I NA WA WA 3800. N/A wA WA WA wA e82l-b 61 1120 m CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AncDote 4y 3•M1n.O.c.l(2)215ffll 0s 180100 SW int 150016. 189805 54000 580iM WA TBO IDe 1015. 6601W 180410. 602W Bs 112000 MULLION.IT WILL YI£LDA MINIMUM ANCHOR AF Mh-O.C./UC11pA WA WA WA wA WA WA wA WA wA wA WA wA n51w CAPACITY WHICH MAY BE USED TO QUALIFY 0s 195lee 225 9» 415 th. 42 03 13510: 10Rro 1771ni 370IDs 187 ih3 332151 473 0. 170 ta 221 ins x600. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Matron Q 1.15' 10. 35003 WA WA WA WA SDOIb. WA WA WA WA WA 341 0. 12th.. Sal Ih. 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, PRODUCT 12F•.VtSBD u carnplyin6 wide Wo Flo" FIGURE I: FIGURE 2: TABLE NOTES: Daiiding Codo «a'C ,G7:1 Acaeptanca Wo • • TII1tII1''�'I1tI11I' --k �-- Da4a 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION By 1.000' U.Zion )2.021 tATtON METHODS. Mirun'\Ida 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE, FIGURE 3: ( t0 ,... ,,'"( 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.21 2.750' 4��\' EN., SC•' . • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, JG _ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `7s` IJO. 5705 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 --U FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' 1,6 S ATt of ,V THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT M LEAST,125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND V X 2.75"X.650'MULLION C�! ,FCOft1PP' C9 �6 THE MATERIAL,910&412 ANCHORS INTO WOOD MAYBE STEEL,16.8 S.S.OR 410 S.S. (,j1111. IILL 11LL ��JJ III1It:11 A.LYNN MILLER,P.E- FL P.E.#58705 TABLE 5A ap Mullion Capachy Table IbaTn1 Oponing Width(for talticaly sparr4tg MUllons)or Opening Height(tor torizorta0y sparnirlg mullions) 501n 601n 701n 80 91 go In 10010 120 in 1401n login Roc wtw I TraP/Tdag. Raciasgder Tfwmaop. RacianpWar Ttsp+Tdarg. Rsdmgdm Trapfidanp. Rocfa,dar Trp4Tdong. Ractsrgrgar Tra)✓Ofano. Radeno. Tro#711.g. Roctanpcler Ti p[Tdong- RoelsogftTm1WTdanp. 'kR pn 1"x 3.126"x Loo4mD Loafing Loadnp Loodlg Loaning Loodnp LwdnO lowing Laadnp laedng Loadnp LaaNnp bodrg Loafing Lowing Loadnp Lowing' Loadig 9Y .600,Alum i,. .. .-. ' .. s'F -f Tube Mulls B N co 5 _ 5 , o o °' 42 In 170.0 824 170.0 435 170.01 744 170,0 478 1170.01 088 170.0 508 170.0 fi92 t70.A 519 170.6 1118 1 170.0 52t f704 1240 470.0 521 170.0 1485 570.0 621 1 170.0 1735 170.0 621 154.4IBM 170.0 52t J lD 481n 170.0 708 170.0 521 170.0 850 170.0 504 170.0 092 170.0 030 170.0 1133 170.0 081 170,0 1275 170.0 077 170.0 1417 170.0 650 157.7 1577 170.0 600 135.1 1517 170,0 BBO 118.2 1577 170.0 680 S 50,025 in 170.0 747 170.0 SO 170.0 506 170.0 671 170.0 100 170.0 084 170.0 fi05 110.0 723 1704 1345 170.0 747 170.0 1484 170.0 758 141.7 1495 170.0 755 121.5 1405 110.0 750 100.3 1495 170.0 756 W O$ t� 54 in 170.4 797 170.4 012 170.0 050 170.0 Bpi 170.0 1118 170.4 754 1704 1275 170.0 603 180.1 1401 1704 037 540,6 1401 4740 656 124,8 1401 170.0 601 108.6 140! 170,0 18t 03.4 5401 110.0 801 m C) F-• M 601n 170.0 655 170.0 701 170.0 1063 170.0 797 158.$ 1158 170.0 078 138.7 1159 167.0 028 123.3 1150 166.6 817 111.0 1160 149.7 910 92.5 1156 1445 903 70.3 1168 144.5 903 69.4 1156 144.5 903 F J 7 83w 1704 430 170.0 745 159,0 1049 170.0 050 1374 1019 155.5 BBO 119.5 1048 141.1 548 108.5 1018 1310 030 05.9 1019 125.5 825 70.9 1048 118.3 820 80.5 1049 118.0 010 59.9 1019 110.0 019 � 0 68 in 168.6 055 1704 760 1304 955 151.3 &N 114.1 955 133.7 788 1042 955 121A 775 928 953 1129 185 83A 055 f084 757 80.5 855 498 748 59A 655 947 748 62.1 965 96.7 746 z LU m may`�y 7291 125.5 603 134,9 607 IOTA 803 114.9 882 VIA M 101.1 070 80.3 503 61.2 059 71.4 603 53.0 &0 64.2 603 75.8 842 $3.5 803 722 6.12 45.0 803 09.8 028 40.1 603 80.7 627 2 � 76 in 109.2 721 514.4 620 91.0 721 97.0 816 78.0 721 85.4 605 08.3 721 70.5 595 60.7 441 10.5 680 64.6 721 65.4 378 45.5 721 58,4 5N 39,0 441 50.6 501 34.1 721 66.1 583 Q j b• 78 In 101.0 084 IOSA 598 84,2 684 89A 587 442 804 76.4 578 MA 684 70.4 587 56.1 884 64A 555 50.5 684 59.9 551 421 604 54.1 $41 36.1 084 61.3 SEB VA 844 504 534 F D 4 � 0 *5.4.2 4 81.9 450 644 614 57.3 44a 47.0 S44 50.0 440 41.1 514 44.6 433 36.5 514 404 427 32.0 $14 37.3 421 27A 514 33.0 412 23.6 S1{ 30A Oro 20.0 514 29.0 403 Q 1t) Z 2 55.7 404 452 452 474 398 30.7 452 40.0 390 33.9 452 30A 384 30.1 452 322 310 21.1 452 30.3 373 22.0 432 284 385 1OA 452 24.2 350 16.0 452 22.8 355 Tn 7 389 322 31.7 357 327 311 27.2 357 28.4 312 236 357 25.2 300 21.5 357 22.7 303 19.0 357 2a8 289 iS.9 337 f6.0 283 fy.0 537 162 287 tt.4 357 15.0 283 in�'9.6 0 354 708 28.2 338 30.1 301 25.0 338 20.1 296 2fA 338 23.1 282 19.5 3yB 20.8 280 175 378 190 284 1{8 338 Ieb 278 125 330 148 273 110 J3B U8 269 j 8 28.2 263 71.1 289 23.7 259 /0.8 289 20.5 256 t7.3 269 18.4 252 i5A 289 18.3 248 130 289 t{2 246 tial 288 12.6 240 p0. 289 114 238 8.7 289 10.4 232 TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: c,( AnchorCo Ity Table lbs -•-rcD!COD:COD:/ANCHOR CAP•„„,,,,, 5ulbUata 2RGorte 35kCanc. HdwrO9ll FiOedCMU PTWbo6 Mud (OP..) ANCHOR CAP... � �••-3 -y &feElea 1r1'S9Eko bf%'Eko 9P SS Elea 010Sied 012SlecI 0128tee1 MULLIONCAP.,,w,�, AnchorCUp Patterns n0f 1YPa ate Elea unrsm V4'Elea ullacan uAwco &16•Elco Macon 1/4'Ekounlacon Apc2s�ator Uaracal A48reGator Stmw(GB)Scrre{a57 st"105} USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge(Islance on) 1" 241r 1• 2-112' 3-Iff 1• 2-111r r 2•vr r 3,II0' r 446' a54• 0324 CAPACITY REQUIRED'CORRESPONDING TO AN Fmt6anml n 1-314" t{1.4• I-T4' 1-344' 2- 1.14• 1-v4' t-ud• 1.14• 1414' 1-va• r Sea• 154-3 r tas ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancams 04.76*Aon 0.C./Slarntod aOmetC (Flit 11 SBO ws 30044 450 wa e9086 16111b3 270 me 2861m 354 wt 7401m 374195 661 Its D768s 341 Cs 442 ws E60 Its OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15•MIn O.C/Slaxbr0(a Otte[)Cop 010 Tj 4801b6 700 ft NIA WA WA N/A Noft WA WA IVA WA WA SB22n BBSbas 1127 fm CAPACITY(FROM THE TABLE)OF THE SELECTED 4AM110M 0 3'Mm.O.C./ 255 ArgieCgA I(Flo.3j 780 wa 788 Its 680 ms 1560144 1806 @7 540Ibs 5W Ds NrA 76D[m 740 ws 8961as 1892 Poo 65Zbs 05M 1120 Its MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Anclnis 00.45•Min,OZ.I U4: ,W10 A25•Alum.ffl4 41 WA 10A NIA ILA WA NIA WA NIA WA NIA WA WA NIA WA 1073 as CAPACITY WHICH MAY BE USED TO QUALIFY 1Anchor/Fc9p(RQ SX Sas ws IDS Its 225 ws 446635 822 in 135 ws 1406s 1771bs MILS t87ms 3W IDS 47395 170 Its 221 ors 280 ma ADDITIONAL ANCHOR OPTIONS FROM THE 2 Aocmn 01.18 Ma O.C1 F4:0 b'X 240 ws 350105 NIA WA NIA IIIA 100 ws NIA WA NIA WA WA 341 wa 4421m S600n ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. vIkODUC1'REVISBD 0 complying,viih filo FtodfS'a FIGURE 1: FIGURE 2: TABLE NOTES: FS.ODO•-{ Ac"v l8Code nttrplmuo No 16-e>ZI$.O lI 1;1 Daic ;Del 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Dodo pm&" \\111111111] FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125' `�Ik ONS 11C(F7�i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 2t-23. y1G[NSg '•.''fl . • • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. C Tk FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. --T': NO,58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED '500" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED .-q '. �l.$ �`• lil:� FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' f) SSASG �u� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046"THICKrLOR%pF'• (18 GAUGE).STRUCTURAL STEEL TO BEAT • �(''•. ' G LEAS7.125'THICK AND 438.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1"VFMULLION) %,�s z -•• \'� � !♦ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,10-8 S.S.OF410 S.S. A.LY}(N (IlILER,A.E. FL P.E.#68705 TABLE SA Mullion Capacity Table(Ibsllt) Opening YIROin(fw tieNta9yspanirg muttons)orOpSning Height(for hort2ontogy-sparr411g muttons) 0., 60 In 60In TO InIf 601n 901n too In 120 in 140N 180 in 6 R.I.n4uiar Tcaptbieng, ReepngWer VaiV7d-2 ROCtangOkt TIWelanO- Racfangfiar Trnp'Tdang. Ratiancuia7 Troprr4-v. Re,uvoiar TtoprTdan& Reolangpiwr TWyllan4. Ractaryp4ac TraMMr, Reetan9utar TraptTdarp. q 1%4%.126 L..&* Loading Lading loodntl Loafing Loafing lmdng Laadng Loading Loading Lotdng Loading LaadnD Loading Loading1 g Lowing LowdinO LoadnD o;, AiU ul Tubo , �' Fu Mu81on z a? {2h 170.0 820 1700 436 170.01 744 174,0 478 1704 888 1740 600 N0.0 992 170.9 6f0 179.4 1118 170,9 821 470.0 1240 1740 52t 170.0 1486 t70.0 621 145.8 1489 1704 521 127.6 1489 17QD 621 {@h 170.0 700 170.0 624 170.0 860 170.0 684 170.0 Ogg 170.0 030 170.0 1133 170.0 681 170,0 1276 170.0 877 168.5 1303 170.0 680 130.3 1303 170.0 580 111.7 1303 1710.0 No 973 1341 170.0 560 LU 610913 to 1740 iiT 170,0 683 170.0 898 170.0 6#t 170.0 1016 170.0 654 170.0 1185 170.0 723 iSOA 1235 f70.O 747 140.6 1235 178.0 768 117.1 1235 170,8 766 100.4 t236 170.0 760 87.6 1230 170.0 TSS 1Y b in n 64h 170.0 797 170.9 612 170.0 9S8 170.0 Bot 170.0 1118 170.0 784 184.4 1148 170.0 803 137.2 1148 170.0 837 123.6 1166 170.0 666 102.8 1165 1704 8@1 86.2 U56 170.0 881 77.2 1160 170.0 881 m O 8111n 170.0 BBS 170.0 701 168,7 1042 170.0 T07 142.0 1042 101.1 532 125.1 ID42 140.7 815 111,2 1042 138.8 801 1o0.0 7042 130.2 701 03A 1042 12&1 702 71.6 1042 125.1 752 02.8 1012 125.1 782 1Mp 631n 170.0 930 170.0 745 151.2 902 183.8 616 129.0 972 144.4 799 111.4 992 131.0 762 1008 042 121.4 768 00.7 882 114.6 768 769 902 108.4 748 64.8 982 108,0 744 45.7 892 logo 744 -} 9 6@h 1664 047 170.0 780 1779 047 140.0 760 116.1 047 130.3 Me 103.4 947 117,7 732 91.9 047 1118.7 738 82.7 90 1022 727 88.9 047 95.1 713 69.1 047 84.0 711 b1.7 BQ 91.0 711 Z (q 72h 155.0 649 1427 737 1151 549 121,6 721 07,0 849 106.9 706 64.0 649 90.4 696 75.6 648 66.7 ON 87.9 849 827 576 6&O N9 76.3 659 48.6 840 US 662 42.5 849 72.4 651 761. 116.6 762 1201 665 043 762 102,6 652 826 702 00.0 640 72.2 762 8&9 8211 64.2 762 142 826 S7,5 162 69.2 813 4&1 762 62.8 602 41.3 782 68.9 697 35.1 182 69.4 39S J �iz° � �z 7802 100.10 724 MA 834 88.0 724 94.0 621 7&3 ?U 82.0 609 60.0 724 74.4 599 594 724 68,1 bg1 -63-AT-n-4-re-3.4 683 44.5 724 37.3 573 382 724 31,3 667 33.4 724 67.5 565 00 In 59.6 645 71.11 483 68.0 645 50.7 471 40.7 SO 629 486 43.5 543 47.1 460 3&0 543 42.8 452 34.8 643 39.6 446 290 541 34.0 430 24,8 643 32t 430 21.7 343 30.7 428 Z Q O1 CS Q z 96911 87.3 478 58,9 477 47.6 478 48.7 419 404 476 433 412 36.6 478 36.5 {0@ 319 i78 3{A 400 26.7 478 320 395 239 476 26,1 388 20.5 478 25.6 3W 17.0 476 242 376 �-• tt3 CO p o..� too 1. 40.5 377 11.1 311 33.5 377 349 336 2&6 377 30.0 350 78.2 377 269 725 224 377 24.0 321 20.1 377 220 317 16.0 377 58.0 310 14.4 577 17.1 304 � r 111 h 37.1 357 37.5 323 30.9 357 319 318 28.6 357 27.6 313 232 357 24.4 309 206 367 220 305 t0.i 357 20.1 301 15.4 357 17.4 2D4 w 'Q 120h 28.3 308 20.6 274 24.5 3108 28.1 214 219 3110 21.7 270 16.3 308 fat 287 1@.3 S98 17.3 2S3 X a Q 144 In 17.0 212 17.2 108 TABLE 6B Anchor Cavacltv Table fibs ANCHOR CAPACITY ADJUSTMENT FORMULA: T Z m� ANCHOR CAP.,,",,,,,, Sp.irata: 2.7k Corcrete 3.5k Wrk. Rogow CMU Fled CMU P7 Wood Meiei (DR-)X t }=ANCHOR CAP.,., 5f18'Eko 1/486 Eko 6!IB'Elcd IN'9s Eko tlI051od O/2 Sleal tl1281ed MULLION AnchorCUpPARam• Mcbariypa 3ttsEkouthacon tt4'EtcoU7aecg3 tAOecm 3•iB•EtoiRaaca it4'EkaOprocm A99MOBIW Macon A99roGator Bdnw(o5y Sare1.{GSy avow(GS) USE THIS FORMULA TOOBTAtNTHE*ANCHOR Edge usto oo MT t' 2.1/2' t• I 2-vr 3-UB' I. 2-VY I. 2-VY r 3118• 2• 0.46' 0.64' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN EmLodlnmi tut: 1-31C 1.374- t-3112 144' r 1-11117 1-114' 1.114• 1-u4' t-u4' 1.171" r taro• }1118' tela ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchm C 4.76•Min,O.C.I Slar4od or Olk•1 Cop(FIg.1821: 3901. 390 Ws 450 k4 890.2. 104410.3 2701. 28016. 354%s 7411 It. 374 lbs 6641. 848 ba 341 Z. 4421. 5641. OPENING,WHEN IT IS LOWER THAN THE MULLION {Anchor Q 2.23 Mh O.C.t 5tandwrd(or08aef}Clip t.37 7001. 700 iaa 5801. Won. 952 ka WA 5801. WA 630 m3 WA SBO The WA 682 Ia 8651. 1120 V. CAPACITY(FROM THE TABLE)OF THE SELECTED a AwMm 0 1.15'Min.O.C.I SfarWw d(or 06ell Clip ft. We tb3 1400 I. WA WA WA WA 7801be WA WA WA WA WA 1363 I. 1710 lbs 2240 Na MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchota@J'Mau O.C.7(2)215 An4ie L>rW t(Fig.Sk 7801. 189 Ra Oman, 15861. 1696 Ow $40.20.. 5801. WA 760In 7481. 880 too 18927. 5621. 665 Pot 1120w CAPACITY WHICH MAY BE USED TO QUALIFY 8 AncNxe®3'MIn O.C.l 11)1115 Angle Qipd f(Fp.8): 1170 t. 11101. 10201be 23401. 2844 bs 810 E 6401. WA 11401. 11221. 1320 t. 26381. 1022 W 1327 I. 1680 i. ADDITIONAL ANCHOR OPTIONS FROM THE 4 A1cMn@OAYMin.O.C.t U43lp,1nto.i25'Afum.{Fp.7}: NrA WA WA WA WA WA WA WA WA WA N7A WA WA WA 1434 Da ANCHOR CAPACITY TABLE 2Archon®2.25'Min.O.CJF4TIp(F0.87. 3510IOd 3501St 2901. 705W 4781. WA 2. WA 3151Iu WA 14010.3 WA 341 uta /121be 5601. PRODUCI'REVISBD 1 Anagen i.15'Mtn.O.Ct FLilp{Fi0.9} 480(be 700Ito WA WA WA WA 18016. WA WA WA NIA WA 882W 8851. 1120!. aw cumplylu6 Wldl did Florkh NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.00- Ou(iding Codc'�bZt�, r� Aoacptattca NO_ Expirnlion Dale HIM TABLE NOTES: ByFIGURE 1: FIGURE 2: FIGURE 3: F{GUR£4: FIGURE 8: FIGURE 9: Miami do/t)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 1 t//1t SHEETS 2-4 FOR GENERAL INSTALLATION METHO05. :2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE.•• • Y: •••}r f 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" 'i'.f P1,3.03705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW •� FIGURE 5: FIGURE 6: FIGURE P SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED STT' -! El • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW 125' '"�0 'COIL SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126'THICK.STEEL {- 0*... STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK �/ 3"t f?f�+ll1 . S ANGLE CUP(FIGURES 5&6)MUST BE USED IN PAIRS, AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& 1"X 4"X.125 r/7/I t I j j 111�i #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S,OR 410 S.S. X4'XMULLION A.LYNN{LLER,P.E. FL P.E.#58705 TABLE 7A Mullion Capacity Table Ibstft 4, OponingVYtdth(for y9l9rally-aperNrgmWiofls)arOpening Hal0ln(for tnfimria9y-spelv9rgmWtlons) 50In 6010 701n 801. 901n 100 N 1201n 140 in log In ffi' u Rea"il'im TrapprlTfty ReclsnQAar unprldalg. Reatangdnr TiapfRfen9. R«(anWy9 71 de Racim C) o 1xdx.37b oW1 na War T1ap77itmg. Raclaztgtar ueprni.g. Rcd..0.lar R09d3n9• Ra-0te.W. Tmpn:la,g. P^I.9ui0r TreWTdmS' G Alum.Tube 1aaMp Laadng Laedlg l-.o Londa9 Lowing Lasdng Lambe taednp L..&4 •Ladn9 La4dI1a Lo3dn0 IaednO Lowing Loadng Loosing Lwdng p hil_ }�j� Mullion e8' - _ �' d� �' LS �' �• �' �' �. cv 21111 s z CO 421. 170.0 8220 170.0 435 170.0 744 170.0 470 170.0 !IBIS 170.0 608 170,0 992 170.0 619 170.0 010 170.0 521 170.0 1740 170.D 521 170,0 1408 170.0 521 570.0 1735 170.0 621 170.0 5903 170.0 521 O 48In 1780 708 170.0 524 170.0 850 170.0 604 170,0 992 170.0 OW 170.0 1133 170.0 601 110.0 1275 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 1883 170.0 680 151.8 2021 170.0 am LU 50.825 to 170.0 747 170.0 603 1790 696 170.0 831 170.0 I048 170.0 884 170.0 ilea I7A0 723 578.0 t345 t70.0 747 170.0 1494 170.0 768 170.0 1791 110.0 758 158.0 1918 170.0 788 138.6 1910 170.0 756 641. 170.0 797 170.0 012 170.0 956 170.0 691 170.0 1118 170.0 764 170.0 1275 170,0 803 170.0 1434 170.0 537 170.0 1594 170.0 858 159.8 1709 170.0 501 137.1 1799 170.0 681 120.0 1790 170.0 Mi ca C3 BON f70.0 685 170.0 70t 170.0 1067 170.0 7W 00.0 1240 170.0 87a 1704 1417 170,0 644 170.0 1594 t70o 998 155.8 fefi 170.0 4033 t29.0 1619 170.0 1063 111.0 1819 170.0 1083 97.2 1818 Ilea 1083 63In 170.0 830 170.0 746 170.0 Ilia 170A 050 170.0 1302 170.0 840 170.0 H68 170.0 1015 166.7 4642 170.0 1076 141.0 1612 170.0 1t22 117.5 4542 106.5 1168 100.7 1642 167.8 1157 691 1642 187.9 1157 661n 170.0 974 1780 709 170.0 1169 170.0 907 170.0 1384 170.0 1002 160.6 1472 170,0 1086 142.8 1472 188.5 1148 128.5 1472 160.0 1130 107.1 1472 1,47.5 1108 91.8 1472 146.0 tied 80.3 1472 148,0 1104 T3 to 1780 1063 170.0 878 170.0 1275 178.0 1690 156.6 1320 188.2 1101 1320 1120 149.8 1peZ 117.3 1320 137.8 :056 105,5 1320 126.0 1040 08.0 1320 117.0 1024 75.4 1326 512.6 1013 88.0 1320 112.5 1012 LLI U 781` 170.0 1172 170.0 931 119.0 1164 158.4 1013 1282 1164 119.0 994 112.2 1164 125.7 918 997 1164 116.3 954 68.6 1164 147,5 062 71.6 1164 97.8 975 64.1 1184 93.1 027 56.1 1184 9'22.3 025 ? ((1) 21 781n 166.1 1124 1704 907 135,1 1124 147,0 885 IWO 1124 128.0 947 103.0 1124 1154 931 02.3 1124 105.6 910 83.0 1124 90.5 800 69.2 1124 09.0 600 39.3 1121 64.3 081 51.9 1124 63.2 070 601. 106.1 6" tit.6 760 20.1 844 94.3 730 77.2 844 82.1 724 67.8 644 13.1 712 60.1 544 86.5 702 64.0 814 61.4 883 45.0 644 64.2 615 38.0 64.4 50,0 668 33.8 5N 47.7 682 � � Q Z go In 09.1 742 81.6 963 74.2 742 71.2 852 03.6 742 67.2 641 56.7 742 69.6 631 49.5 742 64.1 622 44.6 742 49.8 614 37.1 742 43.5 600 31.8 742 38.8 600 27.6 742 77.6 084 1(7 XQ O 1081n 62.6 566 83.9 530 52.1 668 63.6 521 44.7 606 40.6 513 39.1 Me 41.4 60.1 54.0 608 37,3 498 31.3 608 342 492 26.1 56a 28.0481 22.3 668 26.6 472 W.6 508 24.7 466 (n M :i1b57.0 555 60,6 503 48.0 655 191` 495 41.2 553 429 467 389 655 369 100 329 665 54.2 {73 28.6 655 31.3 467 24.0 555 27.1 457 209 665 24.3 446 160 556 229 1201n 459 475 48.4 433 30.0 476 39.0 428 328 176 17.7 420 79.5 175 29.6 411 25.3 476 36.5 408 228 176 24.5 404 19,0 176 2L5 395 18.7 176 18.7 367 11.3 176 17.2 301 144 in 26.4 330 28.7 303 22.0 330 22.4 301 169 J3D 19.7 297 1 10.6 330 17.0 203 UQ ¢ Q .V1 N TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: m AncborCe acl Tablefibs) ANCHOR CAP.,„•,,,, _ •3 Sat8lmte: 271 Conant. 359 Cala. H00-CMU FOed CMU PTVV.W Melat (DP_)X ANCHOR CAF... 5715 Elao 1M'BE Eko WIV Elco 114.68 EW 010 SIGN 612 Sleol 012 SI.4 *MULLION CAP.,,,„,,., Manu Type: 3115 6to Ulbacm IM Elco UBtasm 1'18'Eka Ulbacm tn'Elco Uluocm Agov AWOGaW sormr EIM SCI-105) SUM 185) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorCilpPattama union os:a U6•am Edge 01W..(b): 1' 2-12• r 2-112• 3•vW 1' 2.11r 1• 2-Irr Y 3.115 r 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emta2nmi pnk 1-314^ I've 1-31r IM, r i-It4• 1.174• 1-114• 1-110 V114' 1-114' r I've- I-xv md" ACTUAL PRESSURE REQUIREMENT FOR THE 2A«honQ4.75'MIn.O.C.IStandardor anseI C8 p(Fig,1621 390 IDS 390Its 460 We NO IW :644 as 270160 2801. 354 Ws 74OWs 3741. 664(. 948100 3111. r SBO Wa OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amk.02.25•Mh.o.c.Tslalwa<a{aoa%N)capift-3}: 700 ms ?w r. seem 14101. 9521. WA 56011's WA ow W. NIA 800 lb. WA 6521. 6a5:m 1120 ba CAPACITY(FROM THE TABLE)OF THE SELECTED 8Am"0115•Mb.0.0.rStandad(of 01bel)Cup(Fig.4): ON ba 140011`3 WA WA WA WA 7001. WA WA WA wA WA 13631. 1770 I. 22401`3 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Aacfots®3'Mtn.i).C.!{27735Anpla C9pat{Rp.S}: 78011`0 786 Ws BBOt. 15801. logo 8a 5Wi. 5001. WA 76096 746 Me 8861. 1892 tbs 602Ws 8831. 1120 Wa C LICITY WHICH MAY BE USED TO QUALIFY 6 Anchmn®3'Min O.d I(21245 Angie dips r(FIO.BK 117011`1 Ino I. 1020 Ws 7]401. 2811 We g10 W3 8400.0 WA 11401. 1187 I. 1320 I. 20361. 1022 Wa I:J oa 1690 913 ADDITIONAL ANCHOR OrTIONS FROM THE 4 Arabs•@ 0.45'Mi.O.C./U-Clip,I.lo.125•Abim.IFq.Ty WA WA WA WA WA I4U WA WA JA WA WA wA WA NIA 11308► ANCHOR CAPACITY TABLE. 2 Anchae 02.25•Mh.O.c7 F-dip(Fiq.ej: 2- 50 i. 358 Ws 2901`3 70711`6 470 ibs NIA 2801. WA 315 ros WA 4401. WA 341 W1 4421. 5601. PROOUCT REVISED 1 AIICM•W 1.15'Min.O.Ct F471p(Fp.9}: 480 Ba 700 W3 WA WA WA WA JB91. WA WA WA WA WA Be71bs 6901. 11201. as cwnplyiug W(1h YW Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. A ceple Codd •--) 1.082" )-- --) 1.600' t•- Aa«Clan«14616-02.18.Gsjn Ftp imAio 122b21 TABLE NOTES: ByFIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 0: FIGURE9: 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. )I I I I) • • • J LYNN Ait �� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 5�p:1'�,.••••• {/C��iJ ♦ ♦ ♦ • • • ♦ • F. • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4,000' Y•`-;' ••;('S_ SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Na,by/O,FIGURE 5: FIGURE 6! FIGURE 7: f Y.- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '.�jQ•"�'� 6 I.0 • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE t J'l 1 O� 4/:' • • • • PRESSURE-TREATED3-TBANDBMIYELLOW SOUTHERN PINE WITH AN SG OF0.66.ALUMINUM SHALL BE C) � 6063-TBAND OF.128'THICK.STEEL STUDS TOBEAMINIMUMGRADE33AND.p45' � •.!'l.OR10�`.•'•�Cy'•:' 375' .375" �i L{�S,t•+ THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND 935.ALL ANCHORS -(• f�tt 3 J�}(,s('-•,��t`�� ANGLE CLIP(FIGURES 566)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL,#10&#12 1'X 4'X.375' I 1'X 4'X.375' A.LS'NNIMILA'P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION FL P.E.#58705 TABLE 8A Mullion Capacity Tablo Ibs#t2 Oponing Width(for verlicaly-sparring mullions)or OpenlnO Heloht(for horimnlaly-spanning mutons) 50117 60 In 701n 501n 80 in tw in 1 1201n 140In 160 in Roetangulu PIN.0. Recinn0ular Tmpfnlang. Rectangular Traprrdon9. RocMWler Tr.9111i na. Rxtan9Ver Tmpinleng. RaIwllular Trsyrden4 Roclang6lmr TrapRd.0. Recta II.A r TmpMi g. Rectenpuler 7m{YTdenO. 1.26"x Landau Loac=a Loafing Lowing Loafing LoadnB Loading Loading LoedinO Loading Loadng Lowing Loadnij Loodn9 Loafing Loading Loafing Loafing o: 3.1ee"x ox Tube Mull � � � �' ` � 421n 170.0 530 170.0 435 170.0 744 170.0 478 170.0 860 170.0 508 170.0 993 $Too 519 170.0 1118 170.0 5'21 170.0 1740 170.0 521 170.0 1458 170.0 621 170.0 1735 170.0 521 161.8 1769 170.0 521 O W 1103 170.0 7D6 170.0 524 170.0 650 170.0 5154 170.0 992 170.0 830 170.0 1135 170.0Iff 470.0 1275 170.0 677 170.0 1417 170.0 850 154.6 1648 170.0 650 172.7 1610 170.0 680 119.1 154a 170.0 850 in 170.0 754 170.0 563 170.0 8138 170.0 631 170.0 1040 170.0 681 170.0 1195 170.0170.0 1115 170.0 747 167.0 1488 170.0 758 139.2 1488 170.0 758 119.3 1468 170.0 756 104.4 1468 170.0 758 170.0 707 170.0 612 17D.0 958 170.0 691 170.0 1118 170.0 751 170.D 1275 170.0163.1 1376 170.0 877 146.8 1]78 170.0 856 122.3 1376 170.0 801 104.6 1376 170.0 961 91.7 t376 170.0 581 m � O O to Win 170.0 885 170A 701 170.0 1083 170.0 797 155.9 1155 170.0 67a 139.0 1158 167.4127.6 Ilse 166.8 919 111.2 1156 150.0 912 82.7 1155 14CO 905 79.4 1156 144.8 905 09.5 1158 144.8 905 I=- W J 170.01930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 602 120.1 1051 142.0106.7 1051 133.7 837 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 1051 119.1 821 60.0 1051 119.1 021 U) 7) 167.1 057 170.0 789 119.7 957 161.6 805 119.4 937 134.0 790 104.4 857 121.692.8 937 112.8 767 83.6 957 106.8 759 60.0 057 100.0 750 69.7 957 98.0 74a 522 957 98.9 748 Z J 1 m 2 126.7 901 1152 609 107.4 601 1162 554 91.9 801 101.3 671 80.4 654 91.471.5 001 61.1 030 61.1 804 70.8 843 53.6 854 72.] Wl 18.0 884 69.9 628 40.2 801 88.0 878 ? W 109.4 722 114.4 530 91.2 722 97.2 918 79.3 722 96.3 608 66.4 722 78.7 80.8 722 70.3 see 54.1 722 65.6 oeo 45.6 722 59.5 670 39.1 72'2 68.7 563 74.2 722 50.2 504 Z r 101.2 865 105.6 600 64.4 605 SD.e 688 72.3 885 76.6 1577 63.7 665 70.6 66.2 663 84.6 660 609 6854 80.1 665 43.2 eas 54.3 613 78.2 885 014 6J7 71.8 866 60.7 678 F N Q O 65.9 615 65.0 457 64.0 515 57.5 449 47.1 615 50.1 441 41.2 515 44.738.8 516 40.6 42a 33.0 515 37.4 422 27.5 515 35.1 413 23.5 510 30.5 407 20.6 515 29.1 404 X Z 54.3 453 55.6 404 45.3 453 47.1 397 38.5 453 41.0 391 33.0 453 36.4 30.2 457 33.0 379 27.2 453 30.4 374 22.6 453 20.6 35a 19.4 45J 21.3 360 17.0 463 229 350 D 6 n 35.1 355 39.0 323 31.8 358 32.8 318 27.2 356 25A 313 23.6 355 25.2 212 355 22.7 304 19.1 368 20.0 Jw 16.9 358 16.0 293 W M 35.1 378 35.8 308 20.3 338 30.1 301 25-1 338 28.1 297 220 330 23.2 19.5 336 20.0 R 52 258 17.6 Jag 19.1 283 X 17 44.9 2911 28.J28133.2 200 23.8 260 10.9 290 30.0 256 17.1 290 162 15.1 290 18.4 249 U N Q O O 17 16.1 201 18.3 109 Q Z I1 m0 O TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA? I m� AnchorC6 acl Table Ibe ANCHOR CAP.,„„�, m 1 F Subslrala 2.7k Con Mo 15k Care. Hong UAU Fr dcmu PT WoodrN.12 (DPa)X( )=ANCHOR CAP... 916•Uro -'SS EKo 5116'EKo 1144 33 Elco 810 Syed 812 SAnchorCllp Pattem9 Mc6or T7Dfl 3'16'Elco talram v4•EKouOacon u0rcon 3'1fi'Orotmresm v4•EKOU82con AggeOdpuemcmAgg.G Screrr tcd)Sc" USE THIS FORMULA TO OBTAIN THEANCHOR Edge Oslarce Bn) V 2.117 %.1A 2-11Z 1116' 1• 2.117 1• 2-117 7 3-110 7 0.48• oaCAPACITY REQUIRED•CORRESPONDING TO AN Embedment n 1-14• I-1rt-1r Y 1-V4• I-11r 1-114' 1.110 1-114• 11/4' ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancre @ 4.70 kiln C.C./Slamardaobet Cup 09 1) 390 b3 39D 05ego 654 1644 bs Z700s leo 917 354 Bs 710ts 31405 664105 046 Das 541 IDS 44205 56009 OPENING,WHEN IT IS LOWER THAN THE MULLION 4arcnm•1.15•Mino.a1SUOMRI6rorw)c 0a2s 48DW 7w 9* WA NIA NIA 36055 NIA WA NIA WA WA 68203 8559* 11200s CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Archon®3•MM.C.C.1(q 215 Angle Ceps 7(Ra By 7000% 780 to159004 189805 Slows 5w 0s NIA 760III 6a 748 Bs 66D Ila 159995 6821117 BBsm 113105 MULLION.IT WILL YIELD A MINIMUM ANCHOR I Arcro*®0.45'MIn.O.C.IUCDp,Into.121:Akan.IFI94) N. WAWA NIA NIA WA NIA WA NIA WA WA NIA WA 149000 CAPACITY WHICH MAY BE USED TO QUALIFY I Arctcrl F•CD (Flg6} 19509 18611* 44600 07201 135165 14010s 17/105 37o1m tel lbs 332 wa 47300 nD Os 221 un 2w 0s ADDITIONAL ANCHOR OPTIONS FROM THE 2 Archon®1.117'4410 O.CJFLD (Fl 6) 2b los 350 eaWA NIA HIA 100917 NU WA NIA WA WA J111D9 442517 C49)168 ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. m complying with Wo Florida Ilu Acca 111Q1=t6_621 S.o 3 FIGURE 1: FIGURE 2: TABLE NOTES: �Imtc /46x I E>t�inli1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By.ICON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miems \ 0 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE \\���O`-{ LYNN' EA ,yl//`Ji��/ FIGURE 3: 3.188' r.'' \GI-NSF, ''•`P ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE �. .• CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS , BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ �• 58/(iS I zes• I IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANO 1 (� - IGROUT•FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T �,) 'U • 60133-T5 AND BE A MINIMUM OF.126"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ' 'r•••'•....Ci.....••'• •�'�' • 1.25'X3.1-VFM LLMULLION �•'(s (-2 • .045'THICK(1 B GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND 436.ALL (1-tf4'VF MULLION) � S/ C'�\�`� 1-(-Al L16 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 17`1 SNF k- ss\ • #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18•B S.S.OR 410 S.S. A.LYN(�AMM' ,P.E. • FL P.E.#56705 TABLE 9A Ln Mullion Capacity Table(lbelft2) Opening Width(for verticalVapannIng mumons)orOpening Height(for hudzonteltyepaming mdiom) 501. 60 in 70 In BO In 90 In 1001n . IN In 14D In 160 in 9'. g( y9f O 1.25x326 Raclmwkr "Prldalp. ROol..InW TraplTNno Recingl. T-Pad-w Relan9Wu TnPri'dwiF Rediogukr Tnp'Tdan9. Re Hogllar Tfap•Tdoj Rxta.9abr TnpfTdanp. Ractanwkr Trap/Ildsla RaclangUar TrWfTrbng. [3 1.. X.100 to.dot; Lo %Z Ladn9 La.&g La.d9q Lo.dry Lwdng LoedkV Ladng L-in9 te.dog L...V L.Mv Lwdn2 Loading Loed9r2 Loedn9 Ladng tiY 2ES K 01 Alum.Tube ry5pp^ .7[1 y4{vs^vs¢} III air^� agt^} 5 jh{115^Q y1 �y1^ 6 pp Io Mullion ` jpS 5{yd^} '31 iZc� m 42 n 170.0 620 170.0 435 170.0 744 170.0 476 170.0 866 170.0 SOB 170.0 992 170.0 519 Me 1116 170.0 611 163.3 1118 170.0 611 421.7 1110 170.0 671 109.6 1119 170.0 611 05.6 1118 170.0 Sgt 0 48n 170.0 708 free 524 170.0 850 17010 6B4 167.8 Wa 110.0 am 116.1 918 170.0 661 130.1 916 170.0 11/7 117.3 978 170.0 660 EA 976 170.0 660 W. D7B 170.0 680 73.3 070 17D.D NO 50,625n 170.0 747 170.0 563 170.0 686 11010 831 150] 927 170.0 661 131.0 927 168.5 708 117.2 927 159.1 699 105.5 027 156.3 696 a7.9 027 168.3 685 76.4 927 1S6] 895 BS.D 027 1563 685 r2 R til In 170.0 797 170.0 612 154.5 869 170.0 691 131.6 069 163.9 8a3 115.9 969 141.8 689 1 103.0 608 134A 660 62.7 669 INA 654 77.3 880 128.6 652 68.2 069 1281 652 67.9 869 126.8 652 W O Q boo 143.2 206 MA 634 MA 746 132.3 820 102.3 146 117.8 609 69.5 746 107.8 599 79.6 746 101.0 622 71.6 746 961 Bar 517 746 93.3 563 612 748 83.3 683 44.6 748 213 683 ? to U) 63n 123.7 677 132A fire iD3.1 677 1132 Stili 68.4 677 IWA 655 11.3 577 01.4 646 88.7 977 a52 1139 81.9 077 81.0 620 51.6 017 77.0 622 44.2 677 76.1 528 36.7 817 78.7 529 I- („) 661n 107.0 511 114.1 530 119.7 617 87.6 519 76.9 847 e8.3 609 67.3 617 78.3 We 59.6 617 72.6 494 67.6 617 68.7 169 44.6 617 61.4 483 38.4 617 83.7 482 33.8 617 63.7 482 D. 12n a2A 518 01.1 450 BDA 516 742 44D 592 af6 65.2 432 51.6 518 66.5 426 48.1 618 54.2 419 41.4 518 5D.7 414 34.5 6171 40.6 408 29.6 518 45.0 405 25.0 51a 15.0 405 Z �1 m la In 70.6 465 73.7 408 50.7 485 e2.a 3B8 50.3 465 61.10 NO 44.1 485 48.4 381 392 465 45.3 378 352 455 42.2 374 29.4 465 38.3 387 25.2 465 38.5 364 22.0 '•5 762 303 J W 711 N 652 441 BBA 387 54.3 Ni 57.7 370 -46.8 441 50.5 372 40.8 441 45.4 308 36.2 441 41.6 380 318 441 38.7 3% 27.2 441 34.2 349 23:. 441 33.1 348 20.4 441 327 345 1 M d c7 Z 801. 42.4 332 43.8 296 35.4 332 31.0 269 70.3 332 32.3 201 tab 332 28.8 280 23.8 332 26.1 276 212 332 24.1 272 17.1 332 21.3 286 15.2 332 19.8 282 11J 332 10.7 100 a c' � � oe N 35.D 291 35.9 260 28.1 201 30.3 258 25.0 2111 26.4 262 21.9 291 23.5 24B 19.4 281 21.3 244 11.5 N1 ig.5 241 14.8 291 11.1 236 12.5 291 158 231 ZZC �- Q O 10Bn 24.0 130 26.1 700 106 230 11.1 205 17.5 230 18.3 N1 15A 230 102 100 f~n 147 ypZ'oe� 111 N 22.6 218 23.1 181 160 LU 210 IBA 1111 182 216 18.9 181 t/.1 218 11.9 108 N rb 120 n 17.9 181 16 2 170 20.0 107 111.3 187 LU of x LU U N ¢ O O a � Z TABLE 913 ANCHOR CAPACITY ADJUSTMENT FORMULA: < Q' Anchor CO act Table jibs) ANCHOR CAP.,•,,,,,,, eW.Nele: 2.74 Cperote 3.59 Cmc. 11a0nw CMU Filled CMU PT Wood Melel (DP,)X( )=7WCHOR CAP.o, 5110•Elw 1/4.88 FJco U1B'Eleo 174.88 Eke 810 filed 612 81x1 Maim MULLION CAP.,,,•: r Archor Type: 3118'Elw Ult=.n 1M'Eke UlDDOW 3/10'Eke Ullracon 174'Eke Utlra4.l Anchor Clip Patterns IltBoean Aa9laGetor Ullrocm ADgeGelw screw(G5)straw(GSI .claw(G5) USE THIS FORMULA TO OBTAIN THEANCHOR Edea Dlel.nae(fn) 1' 2-1r 1• 2-117 31a• 1• 2-112• 1' 24rr r 1116' r 0A6• 0.51• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(1. 14VC 1-Y4' 1.314• 1320• r 14140 1-174• 1-14' 1.114• 1-14' t-1/c r 1378• 1378• larks ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anclron®4.7V Mh O.C.151ar&rd ar Oa.e1 CIO(Fig.ly 390lbs Mile 450lb. 880lbs 1644 lbs 270108 28D Ibs 354108 740166 374 Line 684 lbs GM Ite 341 ms-1 44211. 580 be OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchor®1.15'Mn.O.C.7 Slendard I.Olbeq alp(FV.2J. 480 lbs 700 lbs WA WA NIA WA 380 lbs WA NIA WA WA WA 662 lbs 685 IN 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchory Q W Mn.D.C.7(2)26 Anglo(3051(FI0.3): 79D lbs 78D lbs 0801bs 15eolb5 1696W 54D Re 5110 Ib. WA 78011 748 Ins 11110 ros 18321. 692106 bas lbs 11201ts MULLION.IT WILL YIELD A MIN IMUM ANCHOR Arches.411 3 Arch0.54'Na.O.C.7 UL7lp,NN.1001Ahrm.(Fig.4PI WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA 050lbe CAPACITY WHICH MAY BE USED TO QUALIFY 1 AmlwI FLIIp(Fig.S): 185lbz 195 IG 2251b. 445 1b, 622It. 135lbs 140Iba 17111. 37013 1571W 3321w 4731N 17o lb. 221106 2.0lba ADDITIONAL ANCHOR OPTIONS FROM THE 2Anche., 1.15'Min.OC I FI2O(Fig.61.1 24G Re 350 lbs WA WA WA WA 1110lb. WA NIA WA WA WA 1 341 lbs I111113 660103 ANCHOR CAPACITY TABLE. PRoDUC'r REVISED lu complying with the FIDdda Bltildutg Cock 16-a1•Ib.O� FIGURE 1: FIGURE 2: TABLE NOTES: 1'260• Aco�Mance T'6 Bxpiml(on Del. 110-21 • • • , 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M( Dario Prod d 1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \��� a( 1,YNN FIGURE 3: O` '•• ••'... ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260' :;:' •'4CL'FISF ;�� SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS \ CLIP MUST '1C 0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, `7 No.5B705 - IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .100' GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ..\T FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE • 606&76 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �-��- 5 A• •I- �`r-' .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A38.ALL 125'X 325'X A00' Le J q ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION �/• I SUN • #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,1&0 S.S.OR410 S.S. A.CYNN�MILLEA,P.E. FL P.E.#58705 TABLE 10A Mullion CBPsclty Table(Ibamej Opening YN4th(lot veAlcalyspamYng mlgiots)orOpaning Height(for harizo74aBy5penring lntooss) 5o In 601n 701n W 1. 90 in 100 in 1201. 140 In 160 in uq. C 126x32, Recbnguty 77ePTtia.B. RaNanpiar Ny+tfriang. R=Nee9dar I 7rep7dmp Rada tar Trap7delg. Rrctangdat 7rapti'dm8- RtNan9du Tlv(rdang, t4e<1nguH7 Trap(lid.g RaNangali7 Tnplfdmg. NaN-Md., T,.PTrlaag. 6: x•024 Loadn9 L6adirg L.9d1.g LOW1.g lnad'oq Loading Loading Loading Loading lnadinp Loading Loading lnldrq letting load'np loafing Loading Loadirp pY Alum.To," & wig it bo G aa a �a geed w ° s � 5 3a $' � �€ & s g c1. ami 14 4.7 ia � fa7 aazfa = aa 4aexas� aaaa z 421n 170.0 620 110.0 435 170.0 141 1700 476 110.0 060 170.0 606 1700 992 1700 610 170.0 1116 1700 621 170.0 7210 10-0 021 f7&0 1188 Vol) b21 170,0 1735 1100 $21 170.0 19e3 IOD $21 401n 170.01 705 1170.0 524 170.01 560 1170.0 $61 170.0 992 170.0 630 110.0 1133 170.0 661 170.0 1275 110.0 677 170.0 1417 170.0 600 INA 1700 1700 6W 159,7 1919 1100 000 146.6 4979 170.0 660 S86M in 170.0 747 170.0 563 170.0 895 170.0 631 170.0 1046 1704 684 sloo 1195 110.0 723 110.0 t345 110.0 747 170.0 1496 176.0 766 1780 1193 170.0 766 1525 4877 170.0 756 133.6 1877 f1eD 766 U) 5114 170.0 191 110.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 1700 1276 170.0 003 170.0 1434 110.0 937 170.0 1594 110-0 am 156,4 1769 1700 861 134.1 1159 170.0 661 117.3 1769 110.0 651 m p 60A U0.0 895 170.0 701 170.0 1063 170.0 797 170.0 1240 710.0 010 170.0 117 170.0 944 t61.1 161t 170.0 996 145.0 1511 110.0 1033 120.8 1611 170.0 1053 1016 1611 1700 1067 90.6 1511 1704 1063 4q co (7j 63 in 110.0 930 110.0 746 170.0 1116 110.0 050 1704 1392 170.0 940 Ibbs 1310 170.0 for$ 139] 1370 110.0 1075 125.3 1310 164.0 1082 104.4 1310 ISSIA 1012 59,5 1310 1651 1010 187 1370 165.3 1070 W J 661n 170.0 974 110.0 783 170.0 1169 170.0 903 1616 1240 170,0 1002 1362 1248 166.6 1013 121.1 1218 17.1 1000 100.9 1240 139.0 ON 90.8 1248 130.4 97a ma 1248 129.0 976 68.1 1246 129.0 976 Z (Lz �• 72 in 167.8 1049 /704 078 1394 1049 156.2 092 119.9 1049 132.1 575 104.3 IWO 149.1 060 932 1049 1093 848 03.9 1049 1027 530 69.9 1049 94.3 8M 69.9 1049 912 020 62A 1049 91.1 020 � �� Z 3 76 in 12.7 941 149.1 622 111.9 941 126.8 ODS 101.9 941 ttt.2 7111 83.2 041 100.0 777 79,3 941 91.7 766 71.4 911 85.5 757 69.5 9H 77.6 11 6LO 941 14.0 T37 44.6 941 73.3 736 j Z 701, 132.0 891 U7,a 7B3 110.0 096 116.9 167 941 8501 102.4 763 62.6 181 91.9 740 17.3 091 04 730 66.0 ON 71.3 721 66,0 691 70.7 107 47.1 594 67.0 701 41.3 694 66.1 695 ,Q �• r 9014 85.9 671 88.7 596 71.5 671 74.9 SOS 61.4 671 65.3 575 53.7 671 5&2 665 47.7 671 62.0 665 410 6Tt 40,9 551 35.8 671 43.1 639 30.1 Sit 39.7 631 25.9 Sit 37.9 626 X a p 961n 70.0 590 72.8 627 69.0 690 61.4 518 60.6 1690OS3.4 509 U2 690 47.6 602 350.3 530 43.0 494 35.4 590 39.6 488 29.5 690 34.7 471 361 690 3161081. 49.7 466 W.5 421 41.4 465 428 114 35.6 400 3t.1 466 312 402 27.6 456 29.7 305 24.9 466 27.1 391 20.T 466 23.6 382 17.0 466 21.2 373 15.5 406 . 3701111. 46.5 441 46.7 400 30.2 441 39.3 393 32.7 387 28.6 441 30.2 382 26A 441 212 376 22.9 11 24.9 377 18.7 441 21.6 363 I6A NI 191 356 11.3 Nt fT.e 351 LU12011. 3&3 378 36.9 311 30.2 77B 31.0 339 25.9 AI 221 3)B 23.7 329 20.1 370 •211 326 1&1 77B 19.5 371 15.1 778 16.7 71 R` X 52134 in TSA 262 212 242 175 262 17.9 239 15.0 236 ul (' Q a e z TABLE 106 AnchorCspsdgTable(bs) ANCHOR CAPACITY ADJUSTMENT FORMULA; � a a 2.7k Calerde ask Cmc. HOaoa cmu FMOCMU PTWood Mesal (OP.)X1ICHOR CAP. ,„,.1_ANCHORCAP... 1219 Elto v4'S9 Ek0 tin9Ekn V4•SB Elco lf0 sled 3412 SIel 1112 Bud `MULLION CAP.,,,,,,,,,/ 3FIVEICe111aem i/4'Ek0Unwan Vie•Etra,UOrwar 110EkeUM&M AnchorC)Ip Patterns Vinton A"Gdor USracm AggnGafa SC 0 S(Gb)Sass(05) Saar(tw5) USE THIS FORMULA TO OBTAIN THEANCHOR 1• 2-vr 1' 2•vr 3.119 1• 2-Vr r 2-vr r b1IC r 0.49• 0 Bw 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN 1-314• ta•r 1314• VY41 r 414' 1•U4' 1414• 1.114• 1.114• 1-14• r 1-sa• 1.&9 vanes ACTUAL PRESSURE REQUIREMENTFOR THE 2 Antina$479 Min C.C,I Standard or0mel Up 011,1; NORM 99011-3 Oso leg B908s 1644109 270 wt 2809a 89406 740Ins 31483 666481 04691. 341 ros 44226 56013 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Atc0at$1.tY Mol O.0 l Slaimnf l romei)Gtp ing 2; 480 t I 7W 98 NtA WA NIA N/A 380 Ins NIA WA N/A WA WA W2 firs am 91• 1520 06 CAPAC17Y(FROM THE TABLE)OF THE SELECTED 4AMIUS 0 r MO.O.C.I M 295 Angle CW/Mg,4 78009 leo is 6m ms 15M for tags lm 540 as 5W 1n NIA 760Im 748 ms emm 1892 roe 6022-3 efi61m /120Da MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Archn®054.3611..a.C.l U CGp,W0.100'A68a. 111 4; 111A WA NTA WA WA NTA WA NIA WA NIA WA WA NIA WA 960106 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Archorl F40p(Rg6) 106 lot 10561. 2250-3 4/5Im 82210.1 0A lbs 14011. 17701 31012 1570-3 332 Im 17e ge /10 im 221 Im fBO On ADDITIONAL ANCHOR OPTIONS FROM THE 2ArKWM 01AV MIA O.CfRC ft 6) 24114 350@1 NlA NM Nus WA 190" N/A WA WA WA WA 3811bs 44201 56806 ANCHOR CAPACITY TABLE. priceliar REVISED m complying with Yae PIa41d19 Ruildin FIGURE I: _ FIGURE 2: Acaplmcc Mo; -bvS�4s63 TABLE NOTES: n2f, Ex I Ie41l3o0 1yc,72) • i • • i • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION DY ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mienr pIOtiuet 1\1111111/ , 27LINEAR INTERPOLATION BETWEEN MULL LENG7HSAND/OR OPEN)NGWIDTHS ISALLOWABIE FIGURE 3: ��' '0 .•,.•.•••.1CC'in�: 3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE •ytGENSE .. + ANGLE ) 3.260` . c` CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •4•' i • • • BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Pio.64)%0G IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ GROUT•FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G80.WOOD SHALL O / FIGURE 4; FIGURE 6: FIGURE 8: 624' ) )TIi I• !�� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE _� �'. • 0063-TS AND BE A MINIMUM OF.100•THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND '' ,�••,•• rwri nil..'6.11.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126•THICK AND A36.ALL ;�,5� •••••• .�•'� • • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25•X.624' J(;)(,)jet•lr"I #102 ANCHORS INTO WOOMAY BE STEEL, S.S.OR 410 S.S. MULLION 11, • &111AOND A.LYNNIMILL�R,P.E. FL P.E.#58705 TABLE 11A Mullion Cepaclty Table(Iballe) Opening IAAdth(forvedirary-sperctin0 mu0iom)or Opening Height(lot holtzOrteriyspanning m1/Dans) r�oi'i in 60 in 70 in So n 901. 100 in 120 n 140 n 160 in 126%394 TropRlisng. RIC1sn9Av Taplrnalg. Redsaguln Traptid.g. R.eluvll Tnp/rdsn9' R8alang,Ya1 Tupl7d4ng. R.11"Ldar Tap`rd.V. Raclupuhr Tny6darq. Rld.n/,dal Ttap/rdan9. Rad.ni;A1 Tuplrlhng. A. Load'np losdnp L.adm9 L.Win9 Loadn9 L.adn9 L"n9 Lwdip Laedn/ Loadng Ludig Loadnp L01d'ng Losd"rq Loadnp LOWm1 Lo1dMB PYn z.824 70 Alum.Tub e Fu .F P E .. -� .. .e .� � �',. .� "7 8 � B 'H � 5" '. � ,. .� .� .�' .E •u�.. 9.. �` Mullion , ag a @B i{. e�. 3 $e �€ a ee �e t1� . � w r �S � � 52 � y� :� P .55 9 zz 42 In 170.0 627 170.0 475 170.0 744 170.0 478 170.0 869 170.0 606 170.0 992 170.0 611 170.0 1116 170.0 621 170.0 1210 170.0 571 170.0 1488 170.0 621 170.0 1735 170.0 521 170.0 1993 170,0 521 40 In 170.0 708 170.0 624 110.0 950 110.0 Sat 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1215 170.0 671 110.0 1417 170.0 680 170.0 1700 110.0 600 INA 1983 170.0 680 170.0 2267 110.0 680 � _ 50.6211n 170.0 747 1700 667 170.0 896 170A 631 170.0 1016 170.0 684 170.0 1195 110.0 727 110.0 1346 170.0 747 110.0 1494 1700 766 170.0 1193 110.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 g U) 141, 170.0 191 170.0 612 110.0 956 170.0 691 170.0 1116 170.0 154 110.0 1276 110.0 B03 170.0 1434 170.0 031 170.0 1594 170,0 855 17U 1913 IIO.0 861 170,0 2271 1100 551 160.2 2403 170.0 86t LL nO m 601. 170.0 865 170.0 701 170.0 1067 I1D.0 791 170.0 124D 110.0 078 170.0 1117 170.0 944 170.13 1594 170.0 996 170.0 1711 110.0 1073 170.0 2126 170.0 1063 148.3 2163 170.0 1053 129.9 2157 170.0 1067 F=- (!) � Ul 63in 170.0 930 170.0 746 110.0 1116 170.0 860 170.0 1302 170.0 940 110.0 1480 170.0 1015 170.0 1613 170.0 1076 170.0 1859 170.0 1122 156.9 2060 170.0 1169 1345 2060 170.0 1171 117.1 2060 170.0 1171 W j 661n 110.0 974 110.0 789 170.0 1169 110.0 903 110.0 INA 170.0 1002 170.0 1655 1104 ION 170.0 1757 110.0 1165 170.0 IWO 110.0 1210 1430 1966 110.0 1276 122.6 1916 110.0 1216 iW.2 1156 170.0 1286 0 (n o m Rin 110.0 10m 170.0 Ili. 1700 1216 110.0 1009 170.0 1111 170.0 1138 110.0 1700 170.0 1228 164.1 1731 170.0 1715 1]8.7 1734 169-0 1786 116.6 1734 1559 1761 99.1 1/74 150.1 1752 86.7 1734 150.2 1752 --1 Z � s 16tH 170.0 1122 170.0 071 170.0 1]46 170.0 7080 168.6 IVA 170.0 1209 141.4 11161'21�1 1265 171.1 155fi 1516 1266 117.9 1656 111.] 1751 987 1656 128.7 1229 U3 1556 122.3 12H 73.1 1656 121.7 1716 .xqW aZ 1 101. 170.0 1151 170.0 967 110.0 1301 110.0 1116 155.11 141`7 169.3 1246 136A 1224 121.2 1471 179.1 1706 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1477 1108 1168 68.2 1471 109.7 1164 r T 1- N 90in 142.0 1110 146.5 956 IMA 1110 123.9 960 101.6 1110 107.9 961 80,0 936 78.9 1110 87.5 922 11.0 1110 BO,i 010 593 1110 71.7 891 60.7 1110 65.6 978 Ill I11D 82.7 810 QID Q N O 961n 117.0 915 120.3 872 97.6 975 101.5 866 13.6 976 08.3 342 13.2 829 66.0 975 11.2 817 68.5 976 65.4 807 48.8 916 67.4 789 41.8 975 623 775 366 976 49.3 761 Xz c0 108in 02.2 171 84.0 696 68.6 771 70.7 685 69.7 711 61.7 674 51.4 V4 457 771 49.0 656 41.1 771 44.9 617 34.3 711 39.9 632 29.4 711 35.0 621 26.7 771 )2.1 617111tH 75.7 730 77.3 661 611 730 65.0 650 64.1 730 68.3 640 47.7 671 42.1 R0 45.0 522 37.9kil&432.2 614 31.6 730 35.6 600 21.0 130 31.9 669 21.7 730 21.5 6111 lh120In 59.9 621 670 569 49.1 821 fi1.2 660 420 521 11.3 552 37.5 634 33.3 624 35.3 537 30.0 531 25.0 624 21.7 619 21A 6K 24.6 509 10.7 621 21.6 501 X177 75.1 400 28.9 133 290 395 74.5 137 250 ]90 21.1 437 72.4 785 193 133 20.0 ]el fi.7 N Q O O (1 T z r/7 rn TABLE 11Bm0 ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCapeclty Table(Ibal - &(Y 12 ANCHOR CAP.,,,.,•„1 SuMlrsle' 2.7%Ca%rele 3.6k Cox. Ntlb%(23U RD80CMU PTW..d MdA (DP)X( /mANCHORCAP... 31r Elea F.IAWA 1116'Elco 111 S9 Dco #1051td3 MR SIa1 Mfg;Iftl MULLION CAP.,,o,,,,, AnchorCllp Patterns 3M 6'Elco t7luacm v4*Er.uelacm uwacon 3'tr Oco uartm v4-Elcok.A 1 uarocm A®.33Aar Sc-(G5)S.-P5) Bctm(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E aslarce n) 1' 2-172' 1' 2-17 3418• 1' 2-v2' 1' 3-tlr r 0.48' 0.54* DAM CAPACITY REQUIRED'CORRESPONDING TO AN EnOemlml n 1314• I T4' 1314' 1-314' r 1-v4' 1-v/' 1-v4' 1-114• r tare• tart vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchon ID 4.7r MIn O,C.I Slatdeld a OOse1C5p,flg 1Y 3W lbs 300 ns 450 Os 8110Ita 1644 IQs 27006 93s 354 Os6641be 046 ea 341 IDs 442 to 56090 OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Anchom @ IAV MIA O.C.I Standard(ar 01601)Up(1`19.n 48D Os TCD b NIA WA NIA WA 380 W5 NIAWA WA 682 in am]Do 1120 Oa CAPACITY(FROM THE TABLE)OF THE SELECTED 4AIc1ua®3'MIn O.C.I M 2(6 Argle UPS I(Flg 3) 780ID3 78003 600W 1560108 IBM IDs 5401bs 660106 NIA Bao lin 1692 IED 682ets am Bss 1120106 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Arclnn®0.34'MIS.O.C.I U 01p,Int.ADr Alum(F19 47 NIA WA NIA WA NIA NIA WA NIAWA WA N/A WA 1267%6 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arer"l FCAP 09 5j 106 lbs 106 its Z!B Ibt 443106 02211n Ess Os 1413 Ile m IDs332 R6 473 Ib I701bi 221 IED 280 In ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancien 1.1.7 MIn O.CI FC 240 Bs9 350 on NIA WA WA NIA 160 L. NTAWA WA 3410n 442 M18 f6096 ANCHOR CAPACITY TABLE. PRODUCT RL3VISED w complying with the FIf311A1 1.260• Building Code anco No 1(0.021$.0 FIGURE 1: FIGURE 2: TABLE NOTES: OkpiA�ccni'duct /102J • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mico .,1111111) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: •���r•'' CENS (�' /� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' �,$\:. tt F '•.'f' CUP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Fe r BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND C� FIGURE 4: FIGURE 6: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL '�} O t� L(I BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 'f1 tilA'�O` 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .614' ".•UCC••., ?1 c711,()r;,••'`1:;� .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL 'i�S •••••''(ltZ�' Is ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. $ #10&#12 ANCHORS INTO WOOD MAY BE STEEL.1"S.S.OR 410 S.S. 1.25'X 3.94'X.624" A.LYNN MILQR,RE, MULLION FL P.E.t158705 0 TABLE 12A c n v Mullion Capacity Table IbsW j( >< Opening Width(for var0caliy-sparMlg MWOn9)or Opening Height(for hodzardelty-spanning mullone) 50 In 00 in to in 80h 00 in too In 1201. 1/0w 100 in If N` a Recim9ular TmPlTdeng. Raclnnow Traprrderg. Roewngwu TrepRrwng. FtWmoer 7rapRdanB. Recwngul. Tapadang. Reelargrdm TrapRdnng. Ratengewr Tfa".n9 Raew ou lleprrdang. Rectangular TroplT14ng. d6 O 2X4%.26 Loading Loadng Loadng LOadn9 Wudrg Loadrg Laodrg Loadnp Inadrg Loedrg Lowing Loading L..drg Loadng Loadn9 LoednB 1..8.1.9 Laedug g p aum TubMulliona �, � �at I . �. . � � � 1 �' 42 In 110.0 ego tto.D 435 no.o TH 118.8 ae no.o asa tta.o 606 170.0 992 170.0 619 170.0 1118 170.0 sz1 tto.o 1240 n0.o 621 no.o Hes 179.0 5x1 no.9 lr3s tto,o 624 no.o 7983 no.o 8211 O W 4w 170.0 708 170.0 521 170.0 050 170.0 581 170.0 093 170.0 1170 170.0 1133 170.0 eel 170.0 1275 170.0 077 170.0 1417 170.0 680 170.0 1700 170.0 060 170.0 1883 170.0 680 110.0 2787 170.0 880 J W 50.6251. 170.0 717 170.0 663 170.0 898 170.0 WI 170.0 1046 170.0 881 170.0 1189 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 769 170.0 2002 170.0 760 170.0 2381 170.0 750 �m y 54 In 170.0 797 170.0 612 170.0 950 170.0 69t 170.0 1110 1TO.0 761 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1841 170.0 086 170.0 181] 170.0 801 170.0 2231 170.0 861 170.0 2660 170.0 .1 W o � 601. 170.0 069 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 070 170.0 1417 170.0 9H 170.0 1694 170.0 988 17D.0 1771 170.0 1011 170.0 2125 170.0 1063 170.0 2479 170.0 106] 180.8 2000 170.0 1053 CO (n (- t0 J 63 N 170.0 935 110.0 745 170.0 1116 170.0 550 170.0 1302 170.0 940 170.0 1185 170.0 1015 170.0 1073 170.0 1070 170.0 1859 170.0 1122 I70.0 2231 170.0 1168 16!1.7 2653 170.0 1171 146.0 255] 170.0 1171 66 In 170.0 974 170.0 789 170.0 flog 170.0 003 170.0 13M 170.0 1002 170.0 1556 170.0 1050 170.0 1767 170.0 1165 170.0 1945 170.0 1210 170.0 2338 170.0 1276 161.9 2437 170.0 1260 132.9 2437 170.0 1288 m 721. 170.0 1063 170.0 070 170.0 1275 170.0 1009 170.0 1405 170.0 1128 170.0 1700 170.0 1728 170.0 1913 170.0 1]16 170.0 2125 170.0 1307 246.6 2104 170.0 1486 IN.B 2181 170.0 1529 100.2 2184 170.0 1570 ? g U. LLI 76 in 170.0 1122 170.0 017 170.0 1346 170.0 1080 170.0 1570 170.0 12M 170.0 172+ 170.0 1322 166.1 1960 170.0 1421 148.8 1900 170.0 1605 123.0 1050 161.6 1615 1051 1900 161,0 16]9 91.9 1080 1627 1671 IL o Z 761. 170.0 1161 170.0 987 170.0 1301 170.0 1118 170.0 1011 170.0 1250 170.0 1812 170.0 1389 162.7 1881 170.0 1474 737.4 1881 183.1 1600 114.6 1601 117.3 1473 96.2 7661 139.8 1469 869 1601 137.8 1161 Q J 90 in 170.0 13211 170.0 114 140.1 1398 188.0 1218 127.0 1798 136.0 1198 1(1.8 1396 121.3 1170 09A 1308 110.2 1162 89.5 1398 101.0 1147 74.5 1306 89.0 1122 63.0 1300 82.7 1105 55.9 1398 75.9 1096 Z J Q � p 96 In 147.4 1229 151.5 T1177 121.0 1078 106.7 1229 111.2 Will 92. 1229 9B.D 70{{ et.e 1220 09.8 1020 7].7 1710 024 1018 81.1 1228 72.2 893 62.7 t229 65.0 977 {0.1 1228 62.1 007 Z 1081. 103.6 071 105.8 80.0 802 74.0 971 77.2 819 64.7 971 80.{ a37 57.5 071 OJA 825 51.6 071 50.6 016 13.1 971 IB.O 780 17,0 071 11.0 782 32{ 871 40.0 771 1n N111 N D5.{ 819 97.3 81.0 819 86.1 DI9 70.9 500 69. O1B ata 794 63.0 919 56.7 784 17.7 01961.8 774 SD.7 910 H.0 768 31.1 010 403 712 20.8 019 17.1 732 WX1201. 84.6 705 63.0 780 55.5 BB5 17.2780 19A 688 41.9 786 HA 077 37.7 786 10.6 058 31.6 lee K.9 553 27.0 786 31.0 611 238 766 28A 071 1HIn 43.7 618 H1 37.0 198 31.2 618 71.9 401 27.3 618 28.2 169 24.3 610 26.3 470 71.0 616 27.9 {71 IB] 6b 19.6 181 16.6 H8 17.2 ISS 11.1 618 16.5 418 Q N Z TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: EL Anchor Ca •d T•bla(Ib•) ANCHOR CAP.,-„•„` a m� Su681ra1e 2-ACmrde SOcanc. Ha6ar47411 F9kdCMU PTWaA M9a1 (DP,)X( 1=ANCHOR CAP.,„ �- MULLION CAP.,o,,,, y1CFJco 114•SSEke 5116'Eko 114'SSE1cg RIO.. •l2stat +1261x1 USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Cllp P•ltam■ Arc11a7(pa 3116-Eke Ultram 114-Eke UOmcen U87Kon 3116•Hco UlImm 1114*EJc0UIUNW AggreGalor Unum AggreGala Bcrew(OS)9crer(G6) BcrEr(GS) EOpe Dnaae MJ 1• 2.1121 V 2-102' st/a r 2-1121 1• z-117 r 3410' r 0.ae• OlM• 0.32x• CAPACITY REQUIRED"CORRESPONDING TO AN EmOednml n Carl• taro• 1ar4• 1814* r 1-114• 8114* 1.11/' 1-114• 1.111• 1.114• z tae• 1188.88 ACTUAL PRESSURE REQUIREMENT FOR THE 2Anhm@4.T5•MIn D.C. SIadaNa00ee1 CYp(FIp.1621 me wt 3®077 45001 ago we 1644 wa VOW00 Its 354 wa 7401m 3740E 6641t1 946 Iw 341 Ds 412 m1 560 wt OPENING,WHEN IT IS LOWER THANT HE MULLION 4Annlon®2r6•Min O.G 1 SImmN(a Of 401)919 9' 740103 7m m 630 wt 14851m 1424 wt60 we NIA 095 Its NIA Bea 0e WA See W Bas 3E 1120 m+ CAPACITY(FROM THE TABLE)OF THE SELECTED 6Amtas®1.71'Ma70.4/8tBn=(Or C16egC 0994): wows OSD 756 wa 1946118 NIA01 we Na 799103 Nu WA WA 1022106 1327 wa 1fie00E MULLION.IT WILL YIELD AMINIMUM ANCHOR 4ArcroE®3'MIn O.C./ 2r6Arpw Cups/91p.S)' 1180 w4 7 680 wt 166086 10116 ws0098 NIA 760118 748 tm 080 wb 1802u8 682 ws 88596 112086 CAPACITY WHICH MAY BE USED TO QUALIFY 6AMhm03'We.O.C.IM20ArpkCops1096{' 1170161 ilMlts 1020 wt 2340101 2844 w1IO wt NM 11101031-122wa 19201108 2638las 1022104 1327 w6 16801tEADDITIONAL ANCHOR OPTIONS FROM THE 3Amhln®1.34'Min.O.C./Ut11p•Wo.125Alum.9q 7) NIA WA NU WA IIUWA WA WA WA WA WA NIA WA 073 ANCHOR CAPACITY TABLE,6Amn0m1310.64•Mht O.C.1U1:Ilp,Into.2YA5m"BY NIA WA NIA WA WAWA NIA WA NIA WA WA NIA WA 21 YE PRODUCT REVISED 2 Anctnn®268•Mln O.CI F-C9p(Il9 B7 370 wa 970 ws 716 ws 749 w5 712 b280 we NIA 3481W N!A 140 tm WA 3110E 442 Am 650106 us complying 11118.1 dui FIt14id•O.C.1 F•C71p( .10) 143101 970 wfNA361108 MIA 3001b7 NIA WA WA fi11 DS 668.0E BIO R• Uuild'utg Code 16 218,0 A"i"lllw 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. E puau Data �Z FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000' Min Dada lloductC By ! TABLE NOTES: m • • • • • • • 111111111111/ • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ��� ()110•.:.. A!/�� �i� ' GENERAL INSTALLATION METHODS. • • • • • �\��t`.•'•(1gL"NSF ''.FP - FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. R• .'rr • • • • .260' 4.000° •�` IJO `.10705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN _ �f • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE •O g / (.;':: Ifo • • LOCATIONS. �� • �- , FIGURE 7: FIGURE 6: FIGURE O: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT •.,A•t_(•7RIUI • •• • L BE PRESSURE-TREATED YELLOW SOUTHER • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALN PINE WITH AN SG OF 0.55. `S �� •••' MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(10 2'X 4•X.25'MULLION 'i `� fG111�\ a [J. •H-- • IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 35CREW A/LYt�Nf MILLER,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,10-0 S.S.OR 410 S.S. FL P.E.#LER, TABLE 13A Mullion Capaolty Table IbefW ® L� Opening Width(for oewcaly-sparring mullions)or Opening Hight(forhadmrdalli speming mullions) 50177 60X170In 60h 00177 login 1201. 110/77 1801. jc� , Rectangular TreprMeng. Ractan9,4 Tmprrung ReclengWer Trepridang. Reclarigaer TmpTdang. Rectangular noprm.g. ReNanaulu Tmpfrdarg Raiengrlar TraplTdong. RBCIBriBWar nel0rdeng. Reclanguler nep7deng. LLO Ire 2%8x.25 Loading Luang Luang LwGng Lea" tuaang Luang Lwdfng lu ting Luang Lpadna Loading Loadng Loaang Luang Lwind Luang /geeing o Alum.Tub �• �`�' 5 0� S � art ^ r78 c7 lf�, �� BLO Mullion N z � m {2W 170.0 020 570.0 475 170.0 744 170.0 478 170.0 588 170.0 508 170.0 092 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 52f 170.0 1883 170.0 521 -J LU 46 h 170.0 706 170.0 524 170.0 850 170.0 SBI 170.0 002 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170A 860 170.0 1700 170.0 680 170.0 1983 170.0 880 170.0 2207 170.0 680 = _ 50.6251. 170.0 747 170.0 503 170.0 SW 170.0 631 170.0 1018 170.0 084 170.0 1195 170.0 723 170.0 t345 170.0 747 170.0 1494 170.0 750 170.0 1183 170.0 750 170.0 2002 170.0 758 170.0 2101 170.0 756 d'° (A �a 541n 170.0 797 170.0 612 170.0 950 170.0 881 170.0 1116 170.0 751 170.0 1276 170.0 603 170.0 1434 170.0 537 170.0 1504 170.0 056 170.0 t913 170.0 861 170.0 2231 170.0 851 170.0 2550 170.0 861 m 0 601. 170.0 505 170.0 701 170.0 1003 170.0 707 170.0 1240 170.0 876 170.0 1417 170.0 044 170.0 1594 170.0 986 170.0 1771 170.0 1033 170.0 2126 170.0 1003 170.0 2479 170.0 1003 170.0 2533 170.0 100 � (m0 J 63W 170.0 930 170.0 745 170.0 1118 170.0 650 170.0 1302 170.0 040 170.0 1488 170.0 NIS 170.0 1673 170.0 1076 170.0 1850 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2975 170.0 1171 681. 170.0 974 170.0 769 170.0 1180 170.0 903 170.0 1381 170.0 1002 170.0 1658 170.0 1088 170.0 1763 170.0 1155 170.0 Io46 170.0 1210 170.0 2338 170.0 1276 170.0 2727 170.0 1268 170.0 3117 170.0 1268 Z �• S72 N 170.0 1003 170.0 976 170.0 1275 170.0 1009 170.0 1468 170.0 1126 170.0 1700 170.0 1128 170.0 1813 170.0 1313 170.0 2125 170.0 1357 170.0 2550 170.0 1455 170.0 2976 170.0 1529 170.0 3400 170.0 1530 � W R W 761. 170.0 1122 170.0 037 170.0 1346 170.0 1050 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2010 170.0 1421 170.0 2243 170.0 1505 170.0 2092 170.0 1820 170.0 3140 170.0 1094 17oo 3588 170.0 1705 J d O &Z a Q co- S 781n 170.0 1151 170.0 907 170.0 1781 170.0 1118 170.0 wif 170.0 1250 170.0 1042 170.0 1389 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2783 170.0 1700 170.0 3123 170.0 1177 170.0 3603 170.0 Veil r- oo1. 170.0 1328 170.0 1144 170.0 1594 170.0 1325 170.0 1858 170.0 1498 170.0 2125 170.0 1853 170.0 2381 110.0 1703 170.0 2850 170.0 1018 170.0 3188 170.0 2125 156.0 3113 170.0 -- 138.5 303 170.0 2301 Z Q Q Z � Bolo 170.0 1417 170.0 1132 170.0 1700 170.0 1434 170.0 IOU 170.0 1622 170.0 2267 170.0 1794 170.0 2550 170.0 1852 170.0 2833 170.0 2093 160.0 3189 170.0 2338 137.1 31 BB 166.8 2470 120.0 3109 156.1 2420 1--' -J BO yo 1081n 170.0 1504 170.0 1400 170.0 1913 170.0 1647 170.0 2231 170.0 1670 170.0 2650 170.0 2070 164.6 27a1 170.0 2271 148.3 2781 161.9 2333 123.0 2761 140.4 2281 105.9 2781 125.0 2234 82.7 2761 116.0 2100 N N rA 111177 170.0 1838 170.0 1151 170.0 1969 170.0 1700 170.0 2793 170.0 1932 170.0 2021 170.0 2149 151.11 2&72 162.3 27.05 738.0 2832 148.4 22t6 113A 2632 128.4 2168 WA 2832 116.1 2128 05.4 2831 108.3 2009 U X y 129177 170.0 1771 170.0 1508 170,0 2126 170.0 5658 151.4 ?252 15x0 100) 135.1 2252 111.4 1981 120.1 2252 127.2 1936 106.1 2252 116.1 1016 00.1 7252 BB.B 1872 772 2252 86.0 1838 01.0 1252 61.4 1608 V X Q 11.In 125,1 1501 128.0 1445 10{.3 1381 108.1 1425 80.4 1381 81.6 1407 76.2 1584 00.7 1300 F. 1381 72.3 1373 82.0 15(14 85.7 1358 521 1581 50.0 1330 44.7 1581 40.1 1305 38.1 1661 44.4 1183 Q N Z m 0 s0 TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: �' Anchor Ca act Table fibs) ANCHOR CAP.,m, �� 6uwlmle: 27U Coronale 3.544 Cana Hagow CMU Food CMU PT Wood Metol (DP,)X( )=ANCHOR CAP.,,, 5110'Elco 1/4'6S Eke 5.78'Elco 1/4'6S Eko 910 9144 p12 Steel 012 Sled MULLION CAP.,,„,,,,, Anchor Type: 3f18'Elca Uluacon 114•Eke UUaeon 3'16'Eko IOW= 114'Elea Uluacm Anchor Clip Pahema te6ecen Aggn Gelor Ultmcan AggmGator Sew(G5)Sew(351 Se w(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Dleleroe(in) 1' 2.1rr 1• 2drr 3-116• 1• rr 2-I1' 2-IW Y 3-UO' r 0.46' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embeemmt(Int 114' 1.311• 1-714• 1-314• r 1414' 1.114• 1-114' 1-114• 1.114• 1.114• r 1018' 1316' lariee ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arahoo®4.7V Min.O.C.I Shand dn(Met CUP(1`12.1621 390Ib0 390lee 450 E6 Boo 1w I8449n 770 me 28011 354 Wei 74OW0 37415. 68411. 9511 341 iw 442IW 560 lb. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anahae C 4.86'MN.O.C./BleMerd(or 0DO)CRI,(Fig.31: Me We 760107 goo. 178011 3232 We 540 roe 5601w 706 0. 1480Ile 74811. 1772 W0 IM IW 682 me 8851m 1120166 CAPACITY(FROM THE TABLE)OF THE SELECTED SArohom 401.71'M61.O.C.I SteMna(or O8ae1)C5P(Fq.{y 110011 1/oo Iw 101011. 759511 WA WA 94011 WA 106511 N/A WA WA 13630. 177011 2240 W6 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors Z.Min O.C./(2)36 ArgL WpO I(Fig.33: 780 m 780 be OBO Iw 156011 INS We 540 We Soo We WA 76011 745 Me 65011 1802 Ib. 6620. M The 1120 Iw CAPACITY WHICH MAY BE USED TO QUALIFY 8 Mclufe®3'Asn O.C.1(11275 Any.COpI I(Fq.B7 15oo 1Ee 15oo 11 136011 312011 3792 We 108011. 1127 Ile WA 1520 lbs 1498 0. 171.0 0. 3T&Iw 1383 We 1170 Wei 2240 ib6 ADDITIONAL ANCHOR OPTIONS FROM THE 12;rohon 1.5'44177.O.G/(2)2e5Ary1e Ggalffq.7): 186011 21oo 11 14/0 W6 778011 WA WA 1310100 WA 150011 WA WA WA 2d3Ib0 2051144 3300 1b. ANCHOR CAPACITY TABLE. yREOUC'1'REVISBD 4 Arotlan 1.34'Min.O.C.l 1110.1.10.125'Alum.IM.0). WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1430 We m conlplyiva With 810 Flariri e Aroron®0.81'Min O.C.11idID.17710.125'ANm.(Fq.B): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2881 M I+-2.000'---1 Building Code 2 Analwta®4.68'Min.O.CI F-Cgp(Fq.101 Soo W6 SBO Ibs 45011 880 We 1818I6a 270 lb6 28011 354 IM 740 W 374 He 030166 9401W 341 me 4421N SBO 105 Acceptan-No 10 -10.03 /A.l 1.71'MIn.O.CJ F-CUP(Fq.111 590 W0 7o0 m 60511 128811 WA WA 47011. WA 533 rb6 WA tt/A WA 881 Wei BB51N 112011 .250• im0"Z NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: TAiam 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON •,1 1 I 1 I I l l LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1� ,1 ky NNIAVl /!r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .�••''�}C:1:1•IS� '•P - • • omm 8.000'3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS I.)u.59,105 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ = FIGURE 5: FIGURES: FIGURE 7: SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED )� •' �-i-Ir o" _v J` (FIGURES CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED (J ' • • • • • • • • 5.7) YELLOW SOUTHERN PINE WITH AN SG OF 0.65,ALUMINUM SHALL BE 8003-T5 AND BE A MINIMUM OF.125' •% ��\`�� MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO �S}•',•,•.•••, • • • • • • • • USED IN 11`n� PAIRS BEAT LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 0'X.2Y A.LYONI MILLER,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A ® „p1 Mullion Capacity Table IbsW OSg7� x Opening Width(for lerlcaly-spanning mUllons)or Opening Height((or hod2onlaRy-sparyig mullions) acd < 601n 601n 70 in 801. 901n 100 In 1201n 1401n 160 In ' RmIaigut. Tlaprrda ReclargWar Tmprlda g, Recta lar M d Recta war T.Prldaro. RealereW. T1a{JTd Raele ulu Tn O rg, reu apJT arg ro atr9, re 1V71(ug. Rea4algrdar TreWTda1Q Recta Q T.prrdare. RMNrgalar Tra{✓7tleng. a 126"x 2.11" L..Ine Loading Lwding Luadlrq LoadBg lnadlre Loaa4 Loading Loading LoaQro Loadlrg Loading L,adirg Loadiro Loading loading LnadLng Loadirg x Tube Mull n � OS` � �' � � �' �' �' � g � � C14 a z � m N 42N 1412 328 167.0 420 120.2 526 14ae 418 103.0 626 138.8 414 80.1 628 134.8 411 811.1 628 134.1 411 721 626 134.1 411 60.1 528 134.1 411 51A 528 131.1 411 45.1 526 134.1 411 �j LLI 48 In g&6 103 1000 333 [31,0, 3 84.7 325 89.0 403 03.4 320 60.4 403 BL4 317 53.7 403 701 316 403 403 756 314 40.3 403 70.6 314 34.5 403 78.8 314 30.2 403 78.6 314 _ 60.6751n B23 361 91.0 301 2 78.3 2B1 508 362 71.8 259 51.5 382 87.2 286 45.7 362 81.6 2a4 41.2 382 638 283 34.3 362 83.6 261 29.4 382 635 2B3 257 362 63.6 283 54I 67.11 Me 74.1 267 6 64.2 261 48.5 310 67.7 258 424 318 535 263 37.7 318 50.8 250 33B 318 49,6 249 253 31B 49.1 218 24.2 318 401 240 21.2 318 48.1 218 m p 60 In 48.5 258 63.1 210 8 46.7 214 35.3 269 40,7 210 30.9 256 37.2 207 27.6 258 34.9 204 24.7 259 33.4 203 20.6 25a 32.2 201 17.7 258 322 201 16.5 26B 32.2 201 U 10 J 03 N 42 7 234 450 2004 3S.1 105 30.6 234 34.7 192 28.7 234 31.6 188 237 234 28.4 180 21.4 734 28.0 104 17.8 234 28.6 183 153 234 285 183 134 234 28.5 183 W BBN 37.2 213 39.4 1613 337 179 26.5 213 28.9 176 73.2 213 27,0 173 20.6 213 25.1 170 108 213 23IL 7 169 16.6 213 72.1 1B7 13.3 213 22D 1B6 17.8 213 22.0 189Z T1 N 29 9 178 30.1 765B 25.8 K20.4 17B 275 149 17.8 178 20.3 147 15 9 179 18.7 14578 N 24.3 181 26.4 1401 21.6 161 18.0 135 162 181 17.0 133 78In 226 162 23.5 13352 19.8 152 17.5 120 a W .�- Z04 Q N O TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Cap■cl Table Obs) 9 ANCHOR CAP.,,a,,,,, Q Xp'Z••p..O 64x121/: 2.7k Concrete 3.Bc Care. Ho0o4CUU Feed CMU PTWoad Metal (DP_)X( >>ANCHORCAP... (n A 5r16'Ekp 1N'SS... I.'E.. 114-SSEka tl10Sled tl1291.1 612SIMI MULLION CAP.,,„,,.,, O �i Arch.Typo: 3�I.-E..uuracm VP Elco Ullraen 0aam Sr16•EkoU.aaon 1r4-Eke Ultracm Apdocal. UI12em A�e(iat. &rw(G6)e.-(e6) scrw(o5) USE THIS FORMULA TO OBTAIN THE'ANCHOR W C4 Y Y AnchorCllp Pattom• Egte nlslaree(NI t• 2-12 t• 2-1/1' 3.12• 1• 2-17 1• 2-171' 2• sve• 2• 041r 0.54• 0.321- CAPACITY REQUIRED'CORRESPONDING TO AN tp 0 N Emtamnall M3 1ar<' gore taro' 1aa• 2' t-Ira• 1-ve• 1-v/• 1.1r4• 1414• 1-v4• 2" ts2• ts�e' 131H ACTUAL PRESSURE REQUIREMENT FOR THE U N Q 4Ancron Q3•Mln o.C.l(A 2asAngle Opsr 1 780101 T601Ds 6901re 75m os 1886164 salts 660�s wA 760®s 74614a tslo tm iB821bs fi02 Ns eases t/30 Ra OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED a m0 sp MULLION.IT WILL YIELD A MINIMUM ANCHOR .� W � CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, 1,266--1 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1r•Rc-plyfi'6 wlkh Q•D us complying w1114 Yle FIo4"a 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Build'%Cod, 16Qzlg•o3 FIGURE I: Acuep4enurolW 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Bxpuel4oa Dal 11"1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,118• B7 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I M' Dade ANGLE CLIP MUST BE USED IN PAIRS. L r 125• t 14 I I I I I I 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 1 ,` Ul�(4 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED , YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6053.76 AND BE A MINIMUM OF.125' �`Ct:NSC THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11'X.125'MULLION s LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) -1'i': No.58705 THE MATERIAL.#10 S#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. SuSls o1° 'uuz i S101%1X. A.LYNNIK41LIL6,P.E. FL P.E.#58705 TABLE 15A a ^ " Mullion Capacity Table Ibef e) Opening Wldlh(for vertiicalVaperring mLiions)or Opening Height(for horizar5ally-aparlrirg mtAions) 50 in 601n 701n So in 901. 1001. 1201. 1401n i601n O Pectan9der Trap/Tdarp. Recten9War TrepMmg. Reclmgdar T1ep/ mg. Recten9Wer Ttapfrdarg. Rcclen9Wor TtapMwg. Rmtan9W.r Tmpffdang. 11W.gder TW111en9. Rectangular TreprRiang. Reet.9.1tr Ttapridang. p ([ 7.26"30 Le.dng Leadn9 Loafing Loafing Lwd.0 L..dln9 Lowing londng t.oadap leedng Loadn9 Loafing Loadng Loadrg Lowing Leading Leadrq Loadng cam, jyD� DEO.AL BAY MULL �. pg �• � � � � � � 0 � �' ,� � � 00 LL U) 421n 170.0 620 170.0 435 170.0 744 170.0 47a 170.0 865 170.0 600 170.0 992 170,0 519 170.0 1110 170,0 521 1704 1240 170.0 521 170.0 14DO 170.0 621 170.0 1735 170.0 621 140.1 1740 170.0 521 O W 481. 170.0 700 170.0 624 170.0 am 170.0 584 170.0 092 170.0 030 170.0 1137 170.0 fiat 170.0 1275 170.0 677 170.0 1417 170.0 Ban 1522 1522 170.0 060 130.6 1622 170.0 NO 114.2 1522 170.0 800 � �� � 50.025 In 170.0 TO 170.0 563 170.0 600 170.0 Bit 170.0 1046 170.0 684 170.0 1195 170.0 72J 170.0 1745 170.0 747 1812 1447 170.0 758 136.0 1443 170.0 750 111.7 1443 170.0 768 1028 1447 170.0 760 W 0 O 641. 170.0 787 170.0 612 170.0 950 170.0 a91 170.0 1110 170.0 754 170,0 1275 170.0 603 100.4 1353 170.0 837 144.3 1353 170,0 856 120.3 1353 170.0 561 103.1 I= 170.0 081 90.2 1353 170.0 eat m M f" 601. 170.0 585 170.0 701 170.0 1003 170.0 787 167.0 1216 170.0 876 148.1 1216 170.0 044 129.9 1210 150.0 936 116.9 1215 152.1 024 97.4 1210 148.1 913 61.5 1218 146.1 D17 77.1 1216 148.1 013 ~ L) J at In 170.0 970 MA 745 170.0 1110 170.0 MO 160.2 1150 168A 033 131.4 1160 153.0 914 116.0 1150 141.4 898 105.1 1160 134.2 885 87.6 1150 126.7 871 76.1 1160 128.2 870 65.7 1160 126.2 870 fig In 170.0 974 170.0 lee 152.4 1040 163.8 801 130.6 1048 146.6 Bat 114.3 104a 133.1 050 101.6 1040 123.4 ON 01.4 1048 110.6 830 76.2 1046 109.4 821 65.7 1048 1062 018 57.1 1048 1015.2 010 ?g Z 721. 440.8 ON 147.9 764 WA 860 126.0 748 100.8 880 110.8 734 88.0 Bao 100.0 722 78.2 000 92.0 712 70.4 880 56.2 703 55.7 $60 79.2 693 60.3 860 70.5 058 44.0 1550 78.4 568 � 8r¢v 3 7834 119.7 780 125.1 690 99.0 750 108.4 WB 85.0 790 93.7 663 T4.6 790 83.0 652 66.6 700 78.9 647 68.8 790 11.7 535 49.6 700 05.1 824 42.8 790 62.1 818 J7A 790 0,1.6 617 ¢ ^2 d. S 781n 110.6 750 115.6 857 92.3 760 88.1 844 79.1 750 $5.6 872 69.2 750 77.1 821 01.6 760 70.6 012 65.4 760 06.1 005 482 750 584 691 J9.0 750 68.2 656 31.0, 750 65.6 686 901. 72.1 603 74.4 500 50.1 503 62.9 451 61.6 653 54.6 483 45.1 603 48.0 475 40.1 687 NA 465 30.1 503 40.9 402 30.0 663 36.2 452 26.5 56.1 33.3 445 22.5 561 31.5 442 Q LU Z a F- W 1}O � BBN 5D.4 495 01.1 443 49.5 495 61.5 436 424 495 44.6 427 37.1 405 39.9 421 73.0 495 35.1 415 29.7 495 332 409 24.6 495 29.1 400 21.2 495 20.0 304 18.0 495 25.0 390 (n W rR 108 In 41.7 391 420 353 34.0 391 36.9 340 29.0 301 31.1 342 20.1 301 27.6 337 27.2 391 24.0 333 204 301 22.6 328 17.4 391 W.1 321 14.9 391 ITT 316 111 N 30.4 370 38.2 335 32.0 370 33.0 370 27.5 770 28.0 325 24.0 370 25.3 320 21.4 370 22.6 310 162 370 20.9 312 16.0 770 10.1 306 Q fA 1201. 30.4 311 30.8 289 25.3 317 260 2151 21.7 317 72.5 280 18.0 317 19.0 276 10.0 J17 17.9 773 Q M ¢ O 1441. 17.8 220 I7.a 20J EL Z�•0 yQ TABLE 155 ANCHOR CAPACITY ADJUSTMENT FORMULA: m� Anchor Capacity Table Ibe ANCHOR CAP.,,,,,,,, �- >' SuWtmta: CAP.- 2.7k Carorele 3.6k Cone. Honow CMU Fr9ed CMU Pi Vtbw Me1e1 (DP-)X( )=ANCHOR d1"91co "V SS Eko 5116-Eko 114'SSEko N108tcal X1261.¢1 01281ee1 MULLION CA ,,,,,, Anchor Clip Peltemo Ar,ctror rypa: 5118'Eko uiveean 114'Eka UIlracm ultn o.n 3'16•Eko ulbacon 114'Eke ula4em AW.G.tor 1.19- AWeoator B. (GS)Bonar(G5) S.,"(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR Ed9.q.m_(in7 r 2-1m r 2.1rr 3.1/6' 1' 24rr 1' 1 2.12' Y 3-1/8' 2' a4e• 9.51• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment On): 1314' 1-3.4' 1314' 1-wr Y 1.1/4• Tim- 1-v4' t•1p• av1• 1.1/4• Y 13/5' f-Sfe• tense ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®5'Min.O.C.r a)h5An0b qWX/(Fq.1} J90 ms 3901bs a5011n 690 m nog 9a 270 roe 280 w0, SSI lbs 740 ba 3741bs 720 IM 941611M 341 Ws 44215. 569 Me OPENING,WHEN IT IS LOWER THAN THE MULLION 4A. 443.5'Min.O.C.12)255 An91e CJlpe I lFq.2G lea 10.+ 760 W0, 790 q0, 1870165 2525 W0, 5401W 5W Ibs WA 11201ba 748lba aso Ibs 1892165 682 IM 88S be 11101bs CAPACITY(FROM THE TABLE)OF THE SELECTED eAnanhe®211•Mln.o.C./ 245 Algl9 qpa I(Fq.3T 1120 tm 1120IG5 955IW 2218Iba 2254 k0, WA 8401ba WA 10591bs WA 1320 M. WA 1022165 13271b5 1680 D5 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, PRMUCr REVISED FIGURE 1: .s enmplyliie with the Flo" TABLE NOTES: Dw din6 Code Acceptance No Iry-0211 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Pinlicn Dw. ZI SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Mr Duh Product 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ttllllllfl FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125' `���`)`\( 1.,..• h;/C a e e e HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. --30• �?:,•'.1GF.1•:Sr•'•' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' "C,!16705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' - N p f r>J__ a e e THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT 30'BAY •U 1.'fF f`� LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ')) '• rATF OF , MULLION �'.��'�•�' ,FLOR10?•' G- THE MATERIAL.410 8 412 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. �;�� •.......• \�•:' ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A,. ',P.E.L11NN MILL�RP. FL P.E.#50705 G TABLE16A Mullion Ca ao Tablo IbsM?l k Opening Width(for wniceiVspenni g mulions)or Opening Height(for hodwrda*sparrirg mullions) G!-G! 501n 001n 701n So In 901n log In 1201. 1401n 1801n O Rectangular lap Til Redangdar TrapRdang. Reclmrg ler heplTdmp. Realacgdar TmpRAen& Rectarpiler Trep�7Ann0. Ropen9War Tmpffdar . Rectangular TraplTdonO- RaclanpAat Trepllrlen0. RectanpAer TrepfTAenO. d Loading lnadn lea Ltadno Loa Load Load Loadin L 1padrg Loedn LoeaLrO loedm0 lased iced Loading laadrq iced. P s 3.26•'46 ng a drp ding rp n0 0 oadn9 qD§e 0.0 0.g a >" BEG.AL BAY MULL 4 � �N�m _ � � I�---; 42 In 170.0 020 170.0 435 170,0 744 170.0 476 170.0 ON 170.0 SOB 170.0 992 170.0 519 170.0 1110 170.0 521 170.0 1240 170.0 521 1 170.0 1188 1 170.0 521 170.0 1735 170.0 521 160.3 1671 170.0 521 ...I W 46 In 170.0 708 170.0 524 170,0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170,0 1275 170.0 077 1708 1417 170.0 000 163.7 1837 170.0 880 140,3 1637 170.0 650 122.6 law 170.0 BBO IIIWLLL 60.6251n 170.0 747 170.0 503 170.0 688 170.0 831 170.0 1040. 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 758 147.1 1552 170.0 769 128.1 1552 1708 760 110.4 1552 170.0 756 W o O 54 h 170.0 707 170.0 812 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 877 155.2 1455 170.0 856 128.3 1155 170.0 581 110.8 1455 170.0 861 07.0 1155 170.0 861 CO C> F-• Gal. 170.0 B85 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 578 157.1 1300 170.0 844 130.7 1309 170.0 BBB 125.7 1709 163.5 BBI 104.9 1300 157.1 082 69.6 1309 157.1 952 70.5 1709 157.1 W2 .J-1 631n 170.0 ON 170,0 745 170.0 1118 170.0 850 182.9 1247 170.0 040 1125 1247 104.5 983 124.7 1247 152.8 965 114.0 1247 144.3 952 85.0 1247 130.2 B35 01.4 1247 135.7 935 71.3 1217 135.7 1135 W 68 In 170,0 974 170,0 769 170,0 1180 170.0 903 145A 1190 103.7 005 120.0 1190 147.9 045 115A 1100 136.5 028 103.9 1160 1261 014 66.6 1190 119.5 095 71.2 1190 116.1 693 64.8 1190 118.1 603 Z 5 J 7241 181.6 1010 160.0. 877 131.7 1010 144.0 BSB 1154 1010 127.2 812 101.0 1010 114.7 BZB 89.8 1010 105.6 817 80.6 1010 08.9 807 87.3 1010 90.8 '445 57.7 1010 67.6 790 50.5 1010 01.7 780 .� � To In 137.4 BOB 143.6 792 114.5 BOB 122.0 775 98.1 BOB 107.1 701 85.8 ON 982 749 76.7 BOB 86.2 730 sa.7 008 623 720 57.3 008 74-7 718 49.1 908 71.2 710 420 005 70.a 708 -�; Z �3 � r i 7B In 127.1 a61 132.5 754 105.9 681 1125 736 90.0 OBf 68.0 725 79.4 BBI BB.5 717 70.8 681 51.0 703 03.0 661 75A 594 63.0 Blit 08.1 Sal 45.4 BBI 64.5 675 38.7 SB1 03.7 672 F Q Q o 90 in 82.7 810 854 574 BBA 016 72t 564 59.1 BIB 02.8 554 51.7 616 68.1 545 40.0 818 50.9 537 IIA 618 47.0 SJO 34.5 818 41.5 510 29.5 BN 35.2 511 25.0 048 38.8 507 Q m Z 04 `- H BON 58.2 586 70.1 500 50.8 588 59.1 109 46.7 586 51.4 491 42.6 560 15.8 157 37.9 588 41.4 470 34.1 li80 38.1 470 24.4 60B 73.1 459 24.3 SBO 30.5 452 2L3 568 28.7 447 100.h 17.9 NB 16.9 405 30.9 449 417 309 34.2 449 35,7 393 20.9 449 31.7 307 26.8 448 28.6 382 23.9 440 26.1 377 20.0 449 22.7 388 17.1 NB 20.4 301 15.0 {IB 10.8 356 CO) 111 N 44.1 125 15.0 Lij 365 70.8 425 77.8 379 71.5 125 32.0. 373 27.0 125 29.1 357 24.5 425 287 381 221 435 21,0 3511 184 425 20.7 350 i5A 125 19.6 313 !Y Q N 12044 J/.B 381 35.5 331 20.1 364 28.8 320 21.8 364 25.0 321 21.0 364 228 317 18.4 361 20.5 J1J 17.5 3B1 187 306 Q- Q O (J 1441. 20.2 263 20.1 737 18.0 257 17.1 230 a g z�O TABLE16B ANCHOR CAPACITY ADJUSTMENT FORMULA: g � Of Anchor Ca a Ity TableObs) ANCHOR Bu.lmle: 2.79 Ca.t0. 3.5k Cana. 11011-emu Filed CMU PT1N00d Metal (DP,�)X Aronor Typo: 3116•Eko wuacan 1/4•FJco UNaom (M )=ANCHOR CAP.,.,, Anchor Clip Poheme Utvecon 516'Ek7110' Elco Eko UlVecpll 1M`Eko UP- 1f/'88 Eko NIB•Elco 111•S8 Elco 010 Steel 412 Steel 4125ted ULLION CAP-,,,,,,,•, Aggreaalor wtmoon AptpaGalar Sam(135)s0raw(c5) saraw(Os) USE THIS FORMULA TO OBTAIN THE°ANCHOR Edge Miame(N): r 2-m- r 2-trr Ptw t• 2-1w r 2.117 21 3a1e' r 0.48• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Emaednant6nY 1•31• t-art' talo' -I Y4- r 1•v4• 1-14• 1-114• t•vr 1-v4° 1.174• 2• tya• 1.316• tartan ACTUAL PRESSURE REQUIREMENT FOR THE 2A=hwa@ V N&O.C.1(2)WAa91e Oipa/(F1gA): iso Pos 3801. 4501b. I BBDI. 17001. 210 ON 2801. 354M 740@6 3741 7201. 0461. 34tH 9121. 580 M3 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arobm®3.S 60p O.C.1(2)245 Angk Caps I(Fq.2} leo 160. leo u,0. Igo w0. 16701. 2525 rot 5401. 5601. WA 11291. 748lb. 5801. 169216. tet ma 685 I. 1120 I. CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchne 2.71'N.O.C.I(2t Z'c5An9k 1ppsf(Fq.7): 11201be /1101. 958 Ws 22461. 22511. WA 8401. WA 1059 IN WA 1320 Ne WA 1022 ma 13211. iB80 roe MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1: a%-uplYi.6 wilt lw Fbtrirta TABLE NOTES: 11"i"11= iuildut11 1.°0218 d3 ,wimanca 140 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. E.im4lan Da1c 2021 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Miro' Product FIGURE 2: ',/�� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. (\YlgN HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' .--45' ` >,C;��.• •,;�(�� �� a a FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. --_� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' No 51i7C)" _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - _ = a YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO Bt:AT 45°BAY - LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ��'•, �;ql'C•.OF ,•:\:.,7`` THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. /?n•..f'LOR\DI',•' SCJ•.� ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS, r'S() I A.LYNN)�I4eR,P.E . FL P.E.#58705 egg _ H1.000•^I F^1.250'�-{ lng -^1 1.000" Imo- -� 1.000' r'- ^3 --� 1.000' 1.000• -.125' [-11.266-1 ., o .125" I p u 2.750' 2.760' .125 3.125' -•126" 3.1 B8" 6Y .125' � .125' .125' 2.000" 2.000' 2.118' N r 285' � m r 125' L 650' .600. 1 .125' ZN rc 1 .375' 375' D O r r �r rU.9001r I _ 1"X T X.125'MULLION 1'X2"X 275'MULLION 1"X 2.75'X.375"MULLION 1'X 2.75'X.650'MULLION 1"X 3.125'X.5'MULLION 1.25'X3.186'X.265'MULLION 1.26'X2.11'X.126'MULLION 6063-T6 ALUM. 6063.76 ALUM. 6063-TB ALUM. 6063-TB ALUM. 6063.76 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 0 XSECTION XSECTION XSECTION XSECTION X•SECTION X-SECTION X-SECTION m u) p 0 Z coco to O -H-.125' }-{ .125 '-"I 1--.125' ❑ 11 TABLE A U3$ STANDPRD CLIP I I 2X5 ANGLE CLIP Dimension Value(irk) For Mullion: 6063-T6 ALUM. 6063-T6 ALUM. ❑ W 2.000' I X-SECTION 2'126" 2.000' XSECTION A 1.625 J EL «55 Z U-CLIP 1'X2'X.125' Q � I 6003-76 ALUM. .125 B 2.654 U `-' .125' X-SECTION Aluminum Q 01 p I t C 0.895 Tube Mullion Z�Z Z N 70 D 0.740 Q ii o m� .126' I "F- A 1.125 1'X2'X.375' W •740y --11 B 2'404 Aluminum Of -1 Y Y 5.500"- --- C 0.835 0 j N 3.125') CUTHERETO _•375" 5.000' --� Tube Mullion („) Q .375" - �_CREATEF-CLIp,SEE MIN. E �- ,375'MIN. I-- D 0.400 a<� Z mU) 0) MIN. DETAIL F.SHEET S ❑ IN. A 1.875 �_"o B 3.000 1'X2.75 X -3 m� i__-____i I i_-____-i A A I -------- U•CLIP A F--------�- '� L-------J - 6063-T6 ALUM. `- -'--------- ' 2X5 ANGLE CLIP C 0.757 .375Aluminum TOPVIEW 6063-T6 ALUM. D 1.116 Tube Mullion TOPMEW STANDARD CLIPCENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 8063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE A 1.312 1'X 2.76'X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1116'. B 3.000 •650' SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube Mullion C 0. 478 Aluminum DAMETER:ANCHOR DIAMETER-1116'. SHEETS 5-17 FORTHE D 0.836 ANCHOR O.C. TABLE B DISTANCE.MAXIMUM PGT Part# A 2'000 PR6DUL:I'REVISUD Mull Dimension(sheet#) 1'X3.126'X vcum 1'n with VAFlediY 6.500' -375" ANCHOR HOLE B 2.837 n F Yt IL DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-Clip Angle Clip .600'Alum Building Corfu .375' MIN. DIAMETER+1116'. C 0.863 Tube Mull A,.PtmtxlVo(6'021 ,OJ MIN. 1"X2"X.126'(5) 6660.5 666113M 6661118M 666243M 666511M D 1 137 p.iti Data �jp21 r--- ___________�, 1"X2"X.375" 6 666006 666114M S661119M 668244M 666512M () A 2.825 By 1"X 2.75°X.375" 66607 666115M 6661120M BM245M 666513M 1.25 X3.188' Mim Duda lrodua M B 3.282 X.205'Alum 1"X 2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M C 0.862 Tube Mull \\1�� NN ---i--- D B 1"X3.125 X.600"(9) 66637M 6661116M 6661114M 686242M 668515M D 1.782 I --------- I i 1 1.26'X2.11•X �'<',.•'�1ct:rlsE 1.2S'X3.188"X.285"(12) 66641M 6661117M 666111 .121'Al 3M 666241M 600516M A 1.813 Y I ------J "1.28X2.11"X.125"(18) 69370 WA WA WA 866517M lltbe Mull �-'r:; W0.'8f ' _ LY-_ C OFFSET CLIP NOTES: "�•� N r, p oL O - .125' 6063-T6 ALUM. ~� 1 `'- X11' I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. '- `t 10 Flog .740'- 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. ' IC)�I 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNMI(}'.#68 0 p.E. FL P.E.#68705 -� 1.000• 1.000 1 740• s .063 j .385' a -T .125" --II-125" �#4' .062' I M .438' L12- 4,000' 4.000' 4.002.000• TANDAROCLIP2.1 5'2.825• 083-78 ALUM. 2.000' 2X5 ANGLE CLIP-,1XSECTION U•CLIP 6063-T8 ALUM.I BOB3ECTIONL. . X•SECTION ,125' N .125' X•SECTION g .125'-- .126'-- L N m � .031' Z `�'N w 1 .125' O T CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W '126 375' .166"J 375• DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE _ ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m B (n 1 HOLE DIAMETER:ANCHOR DIAMETER+1118'. - W O O 1'X 4•X.125' 1'X 4'X.375' 1'X4'X.375' 5.500• m O F- MULLION MULLION 'T'-MULLION 5.000• O � 5063-T6 ALUM. 8083-T6 ALUM. 6063-T6 ALUM, 3.126' CUT HERETO 375, 375' J .376' .-1_CREATE F-CLIP,SEE X-SECTION X-SECTION X-SECTION MIN. I MIN. y .D DETAIL F,SHEET 4 _ - ? Z 1.250• .375" Z W� .. r_______.1 I r_______-1 r_________ ___________1 .375' - ..� I I I I CENTER OF I I 1.250' 1,258• I I I 1 I ANCHOR HOLE I I MIN. 0Z I I I I 1 I MUST LIE WITHIN I I -1 D_ I I I I THE DASHED I Q J I I I 1 I F BOUNDARY.SEE I I ~ U Q O ___ _-_ _ SHEETS S-20 FOR I ___ ___I O Z N 2.875' I I I I THE ANCHOR O.C. F T I 00 I I I I Cp DISTANCE. I I 3.84' I I I MAXIMUM I I 40 Z�+ $ 3.250' 3.250' I w O y Y I I I ANCHORHOLELE I I I I I I I DIAMETER: I I 100' .100• .100• � L._ ' J ANCHOR I I I I ------� - DIAMETER+1116•. �---------------------� .. ZO2X5 ANGLE CLIP 0- pq >OQ .100' .p'4' -L• L 5TANDARD 6063-TB ALUM. 6063.16 ALUM. BOTOPVIEWM --1 .820" l-- T --1 .820' (+ --I .820' {r- CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE 1.25'X3.25'X.1D0' 1.25"X 3,25'X.824- 1.25'X3.04'X.624" SHEETS 5.20 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimrrn-'�n Value(In) For Mullion: Dimension Velue;In) For Mullion: 6005.75 ALUM. 6005.75 ALUM. 6005•T5 ALUM. DIAMETER:ANCHOR DIAMETER 1116'. X-SECTION XSECTION X-SECTION 7 %4' F 1.838 1.25° 24' G 1.000 .125' 0 0.500 X.824° �������-------------3.469' 5.500" H 2.680 Ahminu n H 1.438 Aluminum 2.661' �QA ,375• 375° 1 3.000 Tube Mullion 1 3.260 Tube MuIllon X3.94*QIDN � ' MIN. F 3187 1'X4'X F 2.825 1.25'X3.84'G 0.767 .375' G 1.125 X.824' ___ ___� r____-__ H 2430 Alunlnum H 1.500 Aluminum ?�0LIC-1'REVISHDI I I I 1 3.000 Tube 8'T' 1 3.250 Tube Mullbn ;u complying wilh Ole Florid. I II I F 2260 1.26°X3.26' F 2.813 30•Be Mull Buildhrg Code I I 1 I O 0.760 X.100' F 2.875 45'B. MWI AcceplatrccNoI tbmis.03.125'' I I H 1.600 Alunlnn E PirWi Deco I rj.125• 2.250' I I I I I I i iH I 3.250 Tube Mullion Dy50' Miem Dodo Product45'BAY MI TABLE D30'BAY MULL6063-TB �_______� �_ _____.; Mull Dimension PGTPortO \\\BOti3-7p ALUX•SEC (shael @) Mullion Std.Clip OfloetCllp U•Clip Angle Cllp �(4YPlN ;y��X-SECTION I � ' 1'X4'X.125•(10) 80384 688111M 6891122M BW241M SN516M ' i OFFSET CLIP ,•,C 1 I 6083-TBALUM. 1'X4'X.375'(11) 66810 668112M NOI123M SM42M OW519M 228"J ,981'-1 .226"��-,981'^1 TOPMEW 1'X4'%.376•'7(11) 81 63 668112M 6681123M 686242M 888519M NOTES: .740' _ � 1.25 X3.25'X.180'(13) 20780 8801127H 6881124M 8862610M 0865116M 25 X3.26'X.624'(14) 20187 888112BM 8887125M 8682411M 8 16M •O . 685t ' 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1. ,E f• ,,.�1� 1.25'X3.84'X.824'(16) 20182 888111TH 8881128M 888241M 688577H 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 86648 WA WA WA 6665110M ����.'•.�LOR��P'•���;�'• 46 Degree(20) 86650 WA WA WA 6685111M ���S�((AMI�'4�<'\` 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYN r'. R,P.E. FL P.E. 58705 TABLE E Mull Dimension PGT Pert# ° r h (shoot#) Mullion Std.Clip U-Clip Angle CUP -'-�r-•125' --j r--,125° -I I•--•126' r r a 2"X4"X.25"(16) 66602 666261M 666271M 6665112M I o 2"X 6"X.25'(17) 66604 666282M 666272M 6665113M I sTarlDAftocLIP U-CLIP I 2%b ANGLE CLIP 8063-T6 ALUM. 6063-TB ALUM. 6083.76 ALUM. o� O 2.000' XSECTION 2.125' XSECTION 2.000' X-SECTION 4L 04 NOTES: 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I •125° I .125' .125' 6 m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L co N 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE 0'--I T O FF HOLE LOCATIONS. . 111110' W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. CUTHERETO 375" W U O 0 --2.000' 3.500'��'� CREATE F-CIIP, 375, 5.000' rj) .375' C I_SEE DETAIL F. rC MIN. m Z M ~ MIN. r SHEET4 MIN. '375' O J J r------------___ -------- __ __ _______ 1-------------- Z w g m I I I I I �g 4.000' 3,438" + - 3.438" _-_.L_--_ ___I F U .250" 2"X 4'X 25" I I Z a MULLION 3.438" o 6063.78 ALUM. I I Q Z..Z I I I I Q X-SECTION I I I I I MIN. Z 25 I ---I---' I -- -- L---------------------J W O _ L_ ______ _______J Y Nc L- STANDARD CLIP 2X5 ANGLE CLIP U = Q )-CLIP,6063-T6 ALUM. Q O 0 CENTER OF ANCHOR HOLE MUST LIE 6063-TB ALUM SED FOR T X 4'MULLION.SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. �E (n y .250" WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW 3 mO s.0 SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR D.C. DISTANCE.MAXIMUM ANCHOR HOLECENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE w -� DIAMETER:ANCHOR DIAMETER+1118'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 41116'. SHEETS 5-20 FOR THEANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER ANCHOR DIAMETER+1116'. --6.000' 2.000" 3•`�0 CREATE F-CLIP, .375' .MIN. - MIN. rC r_SEE DETAIL F. MIN. � .375" SHEET MIN. 375' I I I I I I I I I I I I I I I r'xC4)UCTREVISED I I ¢MnplyingwiN die Florida I I BnildingCd. 16002-115,03 I I I AccepimceNo E piwim. me QO21 I I I BY .250. 8.000" x -i-- -T- -- 4se8" r 5.438' f i--------I Mlon 1I�aI ! -Frs� I I 5.438' 5.438" I I I •%.\CENS4•l(FP/moi 2'X 6'X.25' I I I I '' MULLION I 8083-T6 ALUM. I I _ No.58705 X-SECTION I I I I .375" - -- L____________ I -. `-'------- -------� -- -- ---------� MIN. � i11�'. NFIZ �------ i` Slh' ti STANDARD CLIP U-CLIP 2X5 ANGLE CLIP •.�,�ORIO P'.•' ��•� •250' 80TOP VIEW3.7 USED FOR 2'X 6 'MULLION,SHEET 17 346 ALUM. 80TOPV TOPVIEW E TOPVIEW A.LYFJtS MILLER,P.E. FL P.E.#58705 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. lIE� NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65'.REFERENCING SHEET 26,THE COLUMN USING ®Sh --_ -- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED ---- DESIGN PRESSURE OF+60.0%60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. N=k C t5 ��SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/•SB.3 PSF AND WOULD o FENESTRATION ERS, SH PRo0uCT5 SHEETS NOT BE SUITABLE FOR THIS APPLICATION, a APPROVAL 2-3 p2 g FROM TABLE 4A,SHEET 6,THE 1"X 2.75'X.650'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72" OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 635 LBS. Lo MULLION --- N LENGTH A - 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)H12 ANCHORS AND THE 2X58 m 4 4 ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z A-T rc /W �/ DeiA1Ls, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MUWONS OR FENESTRATION PRODUCTS,WILL 0 SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE -1 W 2'3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. -- IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1.60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, LU o 3 O-ANCIIOR6IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOH CAPACITY REQUIRED FOR t:cXA�T DESIGN PRESSURE OF 60 PSF: p--j- . � --I MULL WIDTH 636 LBS F-' J (60 PSF)X( )=624.9 LBS (MAYBE USED TO QUALIFY q 10 STEEL SCREWS FROM TABLE 40) OPENING WIDTH 72.7 PSF m z� - - - z € Gi THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01-55.0 PER J o Z Q � C FOR THE VERTICAL MULLION: Q N x O 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+7'=105'AND THE OPENING WIDTH IS 36'+36'+1'=73'.REFERENCING SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.918'AND WILL (n s OD go MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-65.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE, LU EXAMPLE 2:MULTIPLE MULLIONS QJ -, FROM TABLE 3A,SHEET 7,THE 1'X2.75-X.375'MULLION(LENGTH-108',OPENING WIDTH=60')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-16.1 PSF MULL WIDTH-•1 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q Q FROM TABLE 12A,SHEET 16,THE 2-X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+F64.7 PSF WHICH EXCEEDS THE REQUIREMENTSd LLXl Z y U) SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m 0 yo SEE DETAILS, 32FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36+36'+2'=74',NOT 73'AS PREVIOUSLY ' PRODUCTS 2J ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(36-12'+35-12'+2'=731. 2)USE TABLE 12D TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED TICAL ___ I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` - - J USING THE STANDARD CLIP WITH(6)3f18'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. q DETAILS. DETAIL E, OPENING SHEETS 2-3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.25(r MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER HORIZ // MULLION TYPE COULD BE CHOSEN. MUWOUUJD N T2• 1'1{WUL'1'RI;VISED 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32'+72'+2"=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/IRIANGULAR LOADING MAY BE m cmnplyitt with Yn Fltxi� USED.FROM TABLE 12A,SHEET 16,THE 2-X 4-X.250'MULLION(a@ LENGTH-42",OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE A�R�w IG•O Z!$.03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 12pinti.-Date = 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 8' By SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mi nm Dade Pm&ct 2� (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 11%11111"' ANCHOR CAPACITY OF 521 LBS. \;�1 .( VNN n,,il"7il�� �3e',HORIZ. �� 3E',HORIz. 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR ` ���,.•'A,AGENSS '•.F.ji % MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULL�j ANCHOR TYPE IS A N12 STEEL SCREW. + IyO.:i9705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - +/•64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; �•I11AT11 O !(/ +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ��` _0 THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ��. •,�<Gft10w.;•\�1N; VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION /ONnL�A%C:`� PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT 8E INSTALLED IN A.LYNN M)LLLH,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, FL REX 68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: PW PWELI '�� o _ s SHIDH SHIDH - SHIDH SH/DH-- co i PW PW ZN 3 4 4 4 4VIAvz - -- VIA % % % DD % m C 0 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS �] HINGED j DOOR SGD Z $ m I LOADING OF VERTICAL MULLION P � — to W I Lil LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION pW ¢ Z a I _ � I PW PW rryZ t/ i - _ �PW (�rh PW Y Y Q -SHIDH SH/DH SHIDH SH/DH ¢ Q 0 0 ZLGso I SHIDH ��m� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION �/• / / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I i PW PW HR I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL _ _ I MULLION P HINGED I NOTES: DOOR _ PW ___ PW i -;,GtIUC't ItEVISED -_ u ComPlyias eilh Yw Flodde 1 _ __ 1)ORAWINGS ARE DUilding Code RERESENTATIONS OF TYPICAL Acce,vM No p I PW CONFIGURATIONS. E inti Date 2023 / / / pW CONFIGURATIONS NOT SHOWN / I _ MAY BE EXTRAPOLATED FROM my o C ►roduci I / / THOSE SHOWN, I 2)IF THE LOADING TYPE CANNOT PW BE DETERMINED,USE ,�',�,G�', • I RECTANGULAR LOADING. PW `.•'�,�CEh1SF '•.FQ PW / �'•' l 3)SEE PRODUCTS'APPROVAL FOR No 5070f- ACTUAL 8705ACTUAL ANCHOR LOCATIONS. _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I - PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN MULLION MULLION FL REX 58705