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HomeMy WebLinkAboutProduct Approval (2) T<MC e CODO S if UNTY B DING D"ION REVIEWED FOR COWCE RECER-D JUN 24 .2' " TIE`uED PLANS AIIT MUST BE RIP�O W2iN JOB M IAM I•DADE OR NO:itis,?ECTION 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) www.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 expi ation date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one.DESCRIPTION: Series"lE'GT'� Irpped Egtraded:AluminumT,ube MullionLNiI APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through" 25 of 25, prepared by manufacturer, dated 08/29/11, with revision 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 with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 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.16-0218.03 MIAr11 DADS COUNTY Expiration Date: May 26,2021 fl fir! Approval Date:April 14 2016 Page I 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 10/10/1.4, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test repq'ts on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-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. ManuF. 6-0218.03 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-51h 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 Industries, 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'f"'P.E. Product ContrI E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE a T MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE ^� a EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1 o ELEVATIONS..................._..............t a rc FIGURE V. 2 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD............. 2 0 MULTIPLE WITH FOR VERTICAL MULL-- ARCHESTO BE ) MULL TO 1X&MASONRY_............2 VEMULLIONS [—OPENINGINSCRIBEDINSIDE HAVE BEEN TESTED AS`FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2/ SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL 70 MASONRY..................._.3 1 A-0,G,H: SHAPE MULL TO STEEL STUD...................3 N SHEETS 2.3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL S.............................3 'S m F/ �-^'I DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHORSPEC6.............................3 U1 E QJ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS.....................q O F BAY MULL INSTALLATION..............4 LL / �i�/ 1 X 2 X.125 MULL SPECS...............5 JILI 4)PROPER SEALING OF ENTIRE ASSEMBLY 15 THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECS.............6 7� INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS...._....? rn 1X2.75 X.65 MULL SPECS............8 w Z -) SEB DETAILS 1 III j1 1 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.580 MULL SPECS........g m O p ATHRU G; / Y I 1 i /_ 1 \ sEE DeiuLs ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS._............10 co SHEETS 2.3 I-_- I�-� _ _ 1 ATHRu a; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 TUBE MULL SPECS....11 Q J 1\ SHEETS 2.3 1 X 4 X.375 T MULL SPECS........11 W j PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25X 3.188X.265 MULL SPECS...12 OPELING 1.25X 3.25X.100 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 MULL SPECS......I O =� MULL FOR 1.26 X 3.94 X.624 MULL SPECS 15 LENGTH HORIZONTAL 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 2z SEE DETAIL E. 2 X 6 X.25 MULL SPECS................17 SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q In 1.28%2.11 X.125 MULL SPECS.._18 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30•X 3.25 BAY MULL SPECS.........19 Z r Q N o REACTIONS. 45'X 3.26 BAY MULL SPECS.........20 Q O Z `-- MULLION BCLIP DIMENSIONS......21.23 I- Zy ..0.O FENESTMTION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS EXAMPLES 1 82............._...............24 V) PRODUCTS MAY LOADING EXAMPLES....................25 N Ull `BE OF ANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 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 MANUFACTURED 11.1 / i I BY PGT• PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q O Q '.O O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. § Z m O f.O /SEE DETAILS €� A.D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING I nowz MULL SHEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. III------- MULL LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. MULL t—OPEMNG WIDTH--I —HORIZ.MULL LENGTH—I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. -'I LENGTH I` (_ 1 �, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING Is'RECTANGULAR"OR'7RL4NOULARITRAPEZOIDAL'. OPENING • — 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING Is compCT REVISBIT HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE B complying with the Florida FOR BuildingCode erg OPENING MULL �' HDR¢. VERT. MULLION CAPACITY(LBS/FPI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN Acmpl= TJD 1 HEIGHT LENGTH MULL MULL STEP 1). B pimi Dote I LENGTH L 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE By -.. -- REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. M1�B �0 OPENING WIDTH B FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��11ON�( LYNN nY� SINGLE MULLION SINGLE MULLION "'FOR VERTICAL MULL" ) OPENING WIDTH ANCHORISUBSTRATFJANCHOR CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \�,.`10ENSE''•�FQ "�FORVERTICALMULL CAPACITY IS MET. SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 3`;• ` ' 7)IF THE MULLION CAPACITY(LBS/FP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(I MFP)FOR THE No.58705 - FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE _ / STANDARDS USED: •� 1 •,4/ •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION '- ;, � TE F •ANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION RLOR%DP,.•j�\� PRODUCT ASSEMBLY. -ALUMINUM DESIGN MANUAL,ADM-2010 `S.�• .....,• •AISI-5100.07/52-2010 8)HIGHLIGHi OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIi. /A.�.iti,N(t� INFRytA'E.` FL P. .#58705 DETAIL A: DETAIL B: MULLION $N 00. MULLION TO 2X WOOD BUCK -MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACSHEET 1.HANPER SUBSTRATE, p7 m MENT SEE SEE TABLES 16-16B 4' (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS; LO NOTEN I MULLION I I '. In 04':ca W g q SEE SHEETS MIN 2,7 KSI �•.•. ��• EDGE J I 21-2J FOR HOLE d I I I CONCRETE OR CMU 1 • _ I DISTANCE, J Ijj LCUl THE I LOCATIONS I I I 1-- SEE SEE TABLES 7 = DO � I EDGE DISTANCE 1&18g MULLEDGEm mFOR MASONRY Y BEDISTANCE ANCHORSLUOWBY IFORWOOD.(/H00. d t SCREWS L aad I _ SIDE VIEW Z Ip J 260'MAX FOR d_ , � O 4 ALL MULLIONS a ° EITHER THE F q ° STANDARD OR n U a .4 m OFFSET MULL d CLIP MAY BE �d � - 7)1q' INSTALLED BY � 1—5 � Z aEXTERIOR d ��. THIS METboD. Z 6 a EDGE G ¢ � d DISTANCE ° d FOR Z Q m O ° MASONRY a m Q O_ N c THE OFFSET CLIP IS ANCHORS ~aa pjCD C RECOMMENDED FOR J H o � FIN-FRAMED EXTERIOR °d WINDOWS,BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. V W ¢ O O Z�'O,.O TYP.ANCHOR TYRANCHOR PER SUBSTRATE, PER SUBSTRATE, C a' TYP.ANCHOR SEE TABLES 18.168 SEE TABLES 70.188 PER SUBSTRATE. EDGE/EN0 SEE TABLES 1B•16B BUCKSTRIP DISTANCE AND SEE TABLES gTTACHMENT BUCKSTRIP 1&188 BY OTHERS, EMBEDMENT / AND EMBEDMENT SEE NOTE 1. ATTACHMENT , ,'.• SHEET I. • , BY OTHERS, - .. ... SEENC 1, SHEET I. MM 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCT gD m conlPlying wlvilt ilh 1ho Pllri&l Bullding Codc FRONT VIEW AccoptmccNo •p� Bx imlion Datc /�ZI INSTALLATION NOTES: By NE hoduct 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I I 1 I UYNPJ 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `` eN/���7i�/ ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE {��\:'•�1VENSF •'•.'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. 7T 58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. — �6.: 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. — 0 /U �'� g :EDP j O5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 'i <: '••.FCO..... •'�(� ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. 7i7s`S/Q�Yf ..( \'� A.E%NIM)LLEf2,GCF.E. FL P.E.#68705 DETAIL E: DETAIL C: —1 .126-MIN, MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: MASONRY STRUCTURE RiULL1ON (U-CLIP) � � a (STANDARD CLIP SHOWN) �� MAY BE INSTALLED IN OR IN p iNTERSfCT{ONS. 4 VARIES cY s 2)MAY BE INSTALLED HORIZONTALLY H I I TYP.ANCHOR (SHOWN)OR VERTICALLY, EITHER TME i ! PER SUBSTRATE, L N STANDARD O y I I SEE TABLES 1B-13B 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 'B CJi OFFSETMULL 1 Cup MAY 9E i I FOR CORRESPONDING MULLION. lq M s INSTALLED BY !j I I EDGE DISTANCE TOP VIEW MULLION z U) THISMETNOD - '� j� 1 1 1 —fCRMASORRY O F- tai a ANCHORS VAR, —1 1 I 111 0 lu W 1 I !I I 012 STEEL SCREWS, O x a `� SELF-DRILLING OR PRE-ORILL ^y 11? MULLION ANDUSESMS m m 7 O EXTERIOR °° MULLION F-I- z `(O to D EDGE DISTANCEA THE OFFSET CLIP IS O FOR MASONRY y, RECOASMENDEb FOR .Z U '�- ANCHORSLU FIN•FILIMED R LiNTER5ECTiON �y c WINDOWS,BUT MAY 8 n AL808E USED FOR U-CUP ,p OTHER FRAMETYPcS. EXTERIOR J U TYP.ANCHOR d ? r '�.. PER SUBSTRATE, i+ d � O SEE TABLES iB470 U Q O Z '"- TYP.ANCHOft SEE SHEETS 21-23 FOR ab �— 6UCN§TRIP /'PER SUBSTRATE. HOLE LOCATIONS SEE TABLES 18-138 (n 7 FRONT VIEW EDGE Lu _j �/ ATTACHMENT Y' DISTANCE BY OTHERS. SEE T EMBEDMENT SSMEET 1 _ a• � 813E U09 ' •- . _- EDGE Q z Q O Q • I.-_--,(,-.DISTANCESEETABz ma MIN 2.7 KSI CONCRETE OR CMU MW 2.7 KSI CONCRETE OR CMU 15-130 LES ,SIDE VIEW FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRU=M 1}ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR PER S A UBSTRATE, .� � SEE TABLES I0-130 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0. ` � SEE SHEETS �c PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR as ODUCT EVI the FloTido CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Cada;with FOLLOWING SHEETS.FOR DETAILS A-0,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Acilding a,,�lrp-dyZ R-63 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. -.� . `�''\ MULLION © Expirati Della �Z) By 4}WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �'✓ ® Mi •Dpi c I 5}FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED EDGE �t ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. DISTANCE FOR STEEL sTu05 THINNER THAN SEE TABLES •.��\ \�(GYP71�t.A91�l�,r��� FRONT VIEW 18 GA AND COMPLIANT WITH THE FL aUILDtKG t&138 � '•vtGL-HSE CODE.A 2X WOOD BACKER MUST USED. Qy: L.-•f ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS r{: NC,58745 SIDE VIEW NOTES: Q' /pj t 1)FOR 2X WOOD-BACKEO STEEL STUDS,WOOD (` :, LZ ANCHOR VALUES MAY BE USED. -�' ) g COT ti_ �`�ii•.,�'LCR10P �� 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. A�L'YNMIl�I�LEFZ,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: � � FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) d $ k� TO SPECIFIC PSUB DD'OR 45' l�Z SHEETS 2 AND]FOR INSTALLATION BAY MULL / TO\SUDSTRATES. CA h1ULL10N rrm O O Z —d U) O O O O O O O O OJ J W p p TOP VIEW 2 _ (=n SIDE VIEW 1 i m U C3 O SHOWN WITH VX 4'X,125' TOP VIEW I I =j (1) fM0 to MULLION j I I I {- Z J I I I j TYP.ANCHOR O I I )/—PEA SUBSTRATE, EXTERIOR z /i' b i i SEE TABLES 168 OR 160 Z I TYP.ANCHOR �' �_ I I L LLLLLLJJI / STANDARD MULLION CLIP I PER SUBSTRATE, I I EXTERIOR _j t j U Z CONDITIONS. S.FIT FIELD / SEE TABLES IB-140 y„ T_7 Q Z T / CONDITIONS. I I I I I �/�2'X 6'ANGLE CLIP, Z Z Q T O I I 2 PER MULLION END,MUST BE Q p Z N r 1 I I I INSTALLED INSIDE OF BAY MULL. F• DO p MULLION I I I I I I IOC I I It I I I m W Q \ ~ to co 0'. I I I 2'%5•%.725' F U) ANGLE CLIP. f (� Z Q I I I 2 PER MULLION END, f Q O O �• I I I MUST BE INSTALLED D_ Z m M En INSIDE OFMDLL, o ,- Ogo &� � I AT -PER SUBSTRATE, SEETYP SEE TABLESBLES18-190 INTO WOOD, (j STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. 1 EXTERIOR __ O EDGE 0%53 VlN(DUCT REVISED PER F ns complying with Uw Florida BBll INTO WOOD,STEEL. PiCoad . nl..No 16-0218- g ALUM,CMU OR MASONRY O Bxpiruliull Dal. Z) EDGE DISTANCE By PER Nu ml hOdUCI ANCHOR EDGE DISTANCE— 4 G NOTES FOR INSTALLATION OPTION G 8 H: ���UNy LYNN.11q�FA% PER ANCHOR 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F: 1�,••'�hGEINSt: •,'p t 2)DETAIL G: SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11°X.125'MULLION. LOCATIONS, -�• td11,[19705 //tel t 2)SEE TABLES 1 D•13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE .t)•'•,V` 16 LII LOCATIONS. TE K 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. !;C�C�'•.•S rl OIRT17y.,.•aC� #4A �p E. FL 58705 TABLE 1A Mullion Capacity Table(bsttt2 0 7,� Opening Width(for wedica*sPlifirl muelons)oropening Height(for tlodi"a*spativtymu8io7u) 501. 6014 701n 801n HO In f OO In 120 h 140 in 1601. o Raetangutar TptTdang. RsderpJar Treprfdonq. Reaimdgatar claw, g. Reatangow Tmpndanq. ftedwindTapr7dmtg, Rectangular Trop'Tdenq. Redengdm TtalYTd-9 Redangutar Tndp7ideng. Reolang4ar T-Affolanq. �4 1 x2x.125 Loadno LoadW. Loading Loading Loading Loading L"Ifing Loe"IN Loading" Loading Loading Loading Loading Loading LoaMR Loading Loading Loading sY 11 Tlil Num-Tubo Mullions h o T1!J11H T�imli J, z 421n 111.9 408 t291 132 03.2 408 110.5 325 74.9 408 107,8 321 694 406 104.4 319 a1 400 104.0 319 ball 104 1N.0 319 48.8 406 iN.O 319 SOA 108 104.0 319 36.0 406 104.0 1119 0 ry,t 461n 74.9 3t2 010 258 624 312 73.1 252 83.8 312 87.0 248 40.8 312 03.2 240 41.6 312 61.3 244 37.5 J17 01.0 241 31.2 712 sl4 244 26.e 312 01.0 2N ZIA 312 61.0 744 LU 50.025 in 81.9 281 70.0 234 53.2 281 01.5 220 40.6 281 55.7 224 34.0 201 52.1 222 35.6 281 $0.1 220 31.9 28t 49.3 219 28.6 28t 4R3 2114 22.0 281 493 219 260 241 49.3 210 O 0? 7 8414 52.6 247 57.6 707 43.1 217 4HA 202 37.9 247 44.8 IDH 32.6 247 41.0 196 2R•2 247 39A 1N 20,3 247 18.4 193 21.0 247 Sat 103 14.8 247 7d.1 iD7 18.4 247 361 10.1 LU C3 Q 80 kt 39.{ 200 11.2 170 32.0 200 36.4 150 21.{ 200 J1.6 107 24.p 200 28,4 180 24J 200 27.1 169 1D2 200 25.9 157 like 200 2dA 100 � W 3111 tet 35.3 Pas 27.6 101 30.3 f52 217 Sol 28.9 149 20.7 181 24A tog 18.4 181 22.8 144 16.6 tet 21.7 t;3 � i 8814 tae 186 30.8 142 24.1 165 26.1 lag 20.6 165 23.1 136 tell 165 21.0 134 Z U�` ,'� 7214 22.2 119 213 120 168 139 10.9 lie 189 139 17.6 119 = d 7614 fag 1125 10.7 tell 15,7 t26 iso 1107 U 7eh 17.5 110 1e.2 104 J c} TABLE I Anchor Ca aciTabta ibe H ANCHOR CAPACITY ADJUSTMENT FORMULA: Q 2 :;z � � o Suaalreia' 23k Comme am U.N. Hol-cMU Fiuod CMU PT woa4 Meal (DP, X ANCHOR CAP.,,„,,,,,,, 1111} � ( )=ANCHOR CAP_, LD 956•Eka itP Ss Ek.5t18'Eloa 114'8SEko e50$)ad 1125idret tt28(ed MULLION CAP.,,,,,,µ _ Anchor Type: 91181 Eko We6aon f/4"Eka Ukmpn 3'118'Eko uiuKon 1p•Eteo W9aconLU AnChorCll Pademo Ul4eaon X P ARpdepew Wfrecm A1gre8ator $otew(O5)scam((35) sarow lost USE THIS FORMULA TO OBTAIN THE*ANCHOR fr x Y Edga Dtalenae(h): 11 2-ifC t' z-/rr 31r4• t• 2-trY f• 240 r Sara r R.a9• 0.w 0.324` CAPACITY REQUIRED'CORRESPONDING TO AN X EMbed nest b U 1-314• 1.314' 1.314" 1.94" r alp• 1-1114' 1411• 1.1/4' t-11P f-174• r 1 7/81 Fife• sones ACTUAL PRESSURE REQUIREMENT FOR THE Q x z Q 2Amnws(44-75'min,o.C.rSmMlerd or Odaot gulp¢q./): 390 as 390M 45Dtta 89011 1644145 270lb. 2801ba 3MIbs 7401be 3741t. 6641w (Kolbe x11 lbs 442IW 56011 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Ancnore a 1,13•MfnO.C.ISIL.Naid(orORel)CUP(Fig.2y 480IW 7Homs WA WA WA wA J861b wA WA WA WA WA tie2R. 888Ila --i-_6 CAPACITY(FROM THE TABLE)OF THE SELECTED mO 4 Anctpro®3'MIrt O.C./(2)2%SAnple gipa/{Fta31 Bow 7801 6m lbs 15101be 189611 me IDs 6801681 Wa 7601W 7411 lb. ow 106 1692 IDS 682 IM 60 go I=IW MULLION,IT WILL YIELD A MINIMUM ANCHOR �mQ" 2 Anchaa®0.15"Mui.0.C.7 U47ip,info,123'Atum.IFt9,i) NIA WA wA WA WA WA WA WA WA WA WA WA WA NIA 7151bc CAPACITY WHICH MAY BE USED TO QUALIFY IAncho7/F•CYDffW.5): 105lea to$io4 2251Ds 445lbs o221W 13511 1401. 177 Ns 370 P. lei lb, 332lbo 47311 170 We 2211ba 28011 ADDITIONAL ANCHOR OPTIONS FROM THE 7A�1rors 1.t5•Min.O.CI F-gipff .6}: 240 Na 350 tW Wa WA WA WA 19etW WA WA WA wA WA 341 Na 4421M Sea lDa ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, FIGURE 1: FIGURE 2: j TABLE NOTES: • • t'RODUCT REVISED t)SEE SHEET 1 FOR INSTRUCTIONS L as cuniplyin6 with the Finri. USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, 0. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' Building Code Acttptaudw NO "C ) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r 2x iratI Dale "4 FIGURE 3: I} By, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. M,mai ellOd!!Ct EE*:7 4P • 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. �`w 74 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED (-'126" \�� `�l LYNN!1107(( it FIGURE 4: FIGURE 6: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GgO.WOOD SHALL BE PRESSURE-TREATED I ;��`�n.•>>CLNS£ Fie d� YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' �,;• •••;r THICKSTEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST 1"X 2'X.125'MULLION �i; No 567(!5 LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • * THE MATERIAL.#110&412 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S-OR 410 S.S. �12' o A.LYNM7iy1�4��R,`�.E, FL P.E.#58705 TABLE 2A Mulllon Capacity Table IbalFtr Opening Width(for vartice4-spartni mWEon0or0 ening"atght(forhodzonta*spDrcingmWons) 601n 601n 701n 80 In 001n 1001n 1201n 1401n 160 in N` a RaUnpotar TrapRdarg. RaafargWaz Tra>YTdarg Reate,ye,;ar TlaptTdarg. Redengub Twplldam, Ps Ungwar Tragniaro. RetlengNar Twp7daM Rwtelgumr TrepRdarg. Re Lint TfAPINarg. RaAanc Aw TnpfTdanp r3' 10F0- 1 X 2X.376 Loading tnugrg Loading Lowing Loadag Loar9lg Loacpng Lpadinp Loadig Loadlrg Loading Loadirg Loading Leang Loadbrg Loa?np LOWlrg Loading a: K Alum.Tube Mullion T §•� v., �• �. CN U) o Z 11 fill I'l 1111111111 H .1 11 111 il 51111 .11 I'll 11111 11 .1 421. 170.0 620 170.0 435 151.3 662 1700 478 128.7 6MM 170.0 We 113,51 562 11815 510 100.9 SM 1338 517 90.8 062 1689 517 717 6621 16@.8131 .8 682 188.8 1111J60.7. 3,61 1888 617 481n 121.8 607 138p 410 101,A 507 1182 410 800 $07 1087 403 780 507 102.5 389 67,6 607 99.6 397 68.5 607 980 396 50.7 507 98.0 -0 Sp7 99.0 308 607 98.0 396 W s 60.8251n 1037 458 114.6 378 884 456 We 371 74.1 456 90.5 364 64.8 456 Ste 360 57.6 456 81.3 357 51.8 456 800 356 43.2 456 80.0 0 455 80.0 356 324 458 60.0 356 (�A 3: co 641n 86,4 400 03.3 338 71.2 4W 80.8 320 81.0 400 72.7 322 62.4 400 67.3 318 47.5 40p 61.0 315 427 4pD B23 314 368 400 61.8 .5 400 @1.8 317 26.7 400 61.8 313 W Oro Q M M } 601n 62.3 724 68.9 218 51.9 324 67,5 270 44.5 324 51.2 264 36.8 324 46.9 2W 34.6 324 43,0 257 31.1 324 42.0 255 26.0 324 40.5 2 324 40.5 253 19.5 324 406 253uy83M We 294 57.4 252 44.0 294 49.2 240 384 204 43.6 241 338 284 39.8 237 28.9 204 37.1 234 20.9 284 35.2232 224 Z94 335 2 294 33.4 230 t8a M 33.460U 48.0 268 48.8 230 38.0 260 424 223 334 268 31.6 221 29.2 288 34.1 210 28p 258 31.8 215 27.4 26B 20.8 Z1Z 185 268 28.0 7 28B 27.7 2W 14.8268 27.7 209ZTim 3fi.0 225 37.0 186 30.0T2b 32.2 191 25.7 225 28d 188 22322520.022523.6 182 180 273 221 160 15.0 Z25 20.3 8 226 188 176 11.3 225 19.8 176 ��78 to 386 2ffi 32.0 177 Z5.5 202 2T.2 t73 21.8 202 238 1T0 78.2 2a1 215 187 17.0184 113 i 10.4 3183 128 202 187 s 202 15.9 168 9.3, 202 Me 15881n100 23.8 161 281 153 202 182 220 162 17.7 1B2 19.7 159 15.7 192 181157 142 1BZ 188 166 1L8 1g2 15.2 i 182 tA.4 160 8.B 192 14.2 150 Q J d. 00 Lt 185 t4d 18.0 128 184 144 i8.t 1028 .,J 161. 16.2 127 1s.8 113 z t3 Q �qZ � o to r4O TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA; y Meteor Ca ac Table)ba M rANCHOR CAP.,,,",,,,, 8ubelrole: 2.7k Gancrolo 3,53,Cbw. Noaow 131,tU Feed CMU PT Wood Melol (DP_)X( �c ANCHOR CAP.,,,, � X � X Wir Elco 114•SS£ice 3+18'6100 v3,•s9 Eko OtD 8taet 012 SLW 012 Sleet MULLION CAP.,,,,,,,, K Ancrwr Type' Y16"Emo U)troeon if4"£ka UIL-- 3718'Elan W-on tq'£teo Unrocon c�T > Anchor Clip Patterns Unwcon Ap9roGela LADaaon A99re0ata 8001-0 (G5)screw(05) 9aww(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Egie Oisiazrca 0n}: 1• 2-Ur P 2-vr s-u6' r zatr r 2•trz• r atlb• r a.4B' D.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Q--{ Z qj v) Ewbodroenl(M): 1-314• 4314' 13'4• 1714' Y 1•tl4• 1-114' tdN• 1.774' 1•iM• t-114• r 13,16• rale• lanae ACTUAL PRESSURE REQUIREMENT FOR THE £oma 2Arc1XasaL76'MhO.C.rstatafard actXsat Ct)p(Flp.1) 390 ma 390 the 450 and 890 ms 1644 et 270 ibs 280 ms 3541, 740 ma aZ41, W49u 948IDs 341m4 M22tu 5097, OPENING,WHEN IT IS LOWER THAN THE MULLION t• 4 AmIlae01.15•Min,O.C.I StmdaN(o706ae0 Clip(Fla.2): 4801, 700 ms NIA WA NIA WA 380 ms WA WA WA WA WA 682 m4 68526e t1201ba CAPACITY(FROM THE TABLE)OF THE SELECTED O•'ti� 4 Aatara Q Y W.0.1.7(212X6 Angle Clips f(Rg.3): 780 mi 7931, 690We 1560th, 1896W 640 Um 5601, WA 7501m 74a 1, 880), 1882W 682 me 8451, t12Dts MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 An4,re a 0,45'W,O.C,I U421p,roto.125•Num.(Fq.4). WA WA WA WA NIA WA 1 WA WA NIA WA WA WA WA NIA Tt6 iba CAPACITY WHICH MAY BE USED TO QUALIFY IA r Fd2lp(Fg.S) 195 ms les lDe 225 ma 445 ma S71 I, D15:e 140), 1T7 res ]70113, 1571, 3321, 4731, -170-i-. 221 Ibs 2B0 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancbae 1.15'MN.O.0 I F.Cep(Fig.83: 240 k3, 350 and WA WA N1A WA 186 ma t47A NtA WA WA WA 341 m4 4421, 5O W 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: PRODUCT REVISED 3,e complying wiW+hp F1rXidtt 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Building Codo -� 1.000 �-•-- pUntt No� -L3Q SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. AcceEXpimtion 6dC ( - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. py FIGURE 3: Miami •Obdusf 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. y 000" III) • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTION i SHOWN ON SHEETS 21-23.�""._- 1 +- FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -- �����3VS(,LYNN 41, 371 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED P r• GENSt. CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 1.90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125" 140.58705 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2•X.375"MULLION J • LEAST,125'THICAND 136.ALL ANCHORS OO METAL SHALL,ITEND AT LEAST 3 SCREW THREADS BEYOND * • tl--�LT +� THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL, B•B S.S.OR 410 S.S. K :\�; A.LYNN MlhhEk,P.E. FL P.E.#58705 TABLE 3A + Mullion Capacity Table(Haase) Opening Width(for,4lrticaly-spanning mllllons)or Opening Height(for hohmrdaly-spanning mullions) C'd�C 501n 6010 701n 801n 901n 1001. 1 i HOB too in m' 0 1 X 276% Recte'Ju ".prmans. ftecl.nOJv TnPrTde'. Reclmpdv hopnllo'. R.c1.ngJv Tnp/7deng. Rec1."Bv 'D.p1Tde'. Rac1e'Jv TnpRdang. ReclalgJv 4epRdenO. RectanpJer TnpRd.'. Ralenpuly TrepRda'. G ti 1D.d.9 Mang Load' luadnp lWd' l=ed' 0 Laadnp Lowing Laad.O L..dng Loading Loadhg Lnad'.p Load' L.ad' Load' Lo►d' Loafing ,375 Alum UU LL Tube to Mullion g z � m z /210 170.0 610 170.0 435 170.0 744 170.0 478 170.0 868 170.0 SOB 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 110.0 521 1487 1301 170.0 621 127.6 1301 170.0 521 11t.6 1301 170.0 521 u9 46 In 170.0 708 170.0 524 170.0 870 170.0 564 170.0 991 170.0 a" 770.0 113] 170.0 661 151.8 1130 170.0 877 136.6 1139 170.0 880 113.9 1139 170.0 660 97.8 1139 170.0 680 65.4 1138 170.0 680 50A251n 170.0 747 170.0 503 170.0 896 170.0 031 187.8 1032 170.0 6114 146.5 1032 170.0 723 1385 1032 170.0 747 117.4 1032 170.0 756 979 1812 170.0 766 83.0 1032 170.0 758 73.4 1032 170.0 756 � "9 N 641n 170.0 797 170.0 612 161.3 907 170.0 091 138.2 007 184.7 730 120.0 B07 1625 720 107.5 007 145.0 714 90.8 907 141.1 710 eo.6 907 110.0 709 69.1 907 140.0 700 50.6 907 14D.0 709 m O O 001n 141.1 735 151.5 825 117.0 735 130.3 011 10DA 735 110.0 599 08.2 735 106.2 600 78A 735 09.5 583 70.5 737 95.1 ate 58.0 733 91.5 574 50.4 735 91.8 574 44.1 735 91.8 574 J 113 h 121.9 BBB 130,0 670 101.8 BBB 111.6 657 87.0 668 08.9 547 78.2 668 80.1 630 87.7 866 83.9 631 60.9 668 79.8 528 50.8 668 76.0 621 13.6 668 75.6 621 38.1 666 76.8 621 68 N 100.0 507 1124 022 68.3 607 96.1 511 75.7 807 85.0 501 68.2 607 77.1 493 58.0 607 71.5 188 53.0 007 67A 491 44.2 607 63.4 476 37.9 507 02.7 474 33.1 607 02.7 474 Z (L 72M 81.8 510 65.0 MJ 680 SiD 73.0 431 58.3 10 64.3 420 51.0 510 67.9 419 15.4 51D 53.3 413 40.8 510 50.0 406 34.0 61D 45.9 402 29.2 510 44.4 380 25.5 510 M.3 390 7810 09.4 458 72.6 400 57.5 450 61.7 392 49A 450 61.1 386 43.4 450 49.6 378 38.6 458 44.6 373 34.7 456 OR 368 26.0 455 37.7 362 24.6 466 38.0 360 21.7 458 35.7 358 J J Z 76 in 84.2 435 67.0 161 67.5 435 NA 373 45.9 435 48.8 366 40.1 435 44.7 360 35.7 435 40.9 356 32.1 !35 38.1 351 286 435 34.4 344 22.9 435 32.0 341 20,1 435 32.2 340 Q H 90 In 41.5 117 I 200 u.e 377 38.4 283 29.0 327 31.e 280 26.1 317 18.3 275 212 327 25.7 271 209 327 20.7 266 17.! 327 21.0 262 HA 327 19.3 268 n Z N C3 Lit 34.4 207 35.4 257 28.7 287 20.9 252 24.6 2117 26.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 11.1 267 16.8 272 s C 24.1 227 24.7 205 20.2 227 20.5 201 17.3 227 15.0 198 16.1 227 10.0 105 fA XJ, 8�t'3� 22.3 218 22.7 194 15.6 215 19.1 191 169 215 16.6 160 lLn n.e 1M D.e Ier U X a 0 0 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: a Z mfn (p Anchor Ca acll Table Ib9 g B SuWlmle: 2.7x Cacrde 3.Sk Cone. HoOow CMU Fa.d CMU PT Wood Metal (pp)X/ANCHOR CAP.,,.,,,,,,\ ANCHOR CAP.,,, Q' b16-44 1/4'SS Eko 5118'Elca 111'SS Eko 01081.0 B12 Stoat 012S 1 MULLION CAP., ,,,,,,/ 8 Mawr Typo' 3118'Eko U11-an 114'Flea Utbacon110'Eko U1tJW.. (N'Eko U1r.con Anchor Clip Patterns A9pnGoly U2econ Aggl.Gatn Sc-(GS)&-(G5) 3c (o5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dislance(Inn: 1' 2-tlr r 2-I2' r 2-Inn 1' 2-Irr 2' 3.116• r 0.46' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embednwl Mt 1.3A• 1-34' 1.314' 1441-114' 1.174' 1.111' 1-114' 1.114' 1.114' r Idre' 1-3/e• 1e6e3 ACTUAL PRESSURE REQUIREMENT FOR THE 2A."Q4.75'Min.O._I Slandmd 1.r Or.N Clip(Fq.1y 3901.. 38021 45091. a902. 7702. 28015. 3512. 74027 374ns 664 IM 048 b. 3412. 442 toe 6801b. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchm®1.16'MIn.O.C./SI.MYd(arO5se1)CUP(Ftp.23 48025 7001bs WA WA WA 3801b. WA WA WA WA WA 6822. 686110 11202. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Andrea.®3'Itin.O.C.1(1)216 A'2 C9pa I(FV.37 780 E3 7802. 6602. 15602602. 560 I1n WA 7502. 7481W 860Ib3 169220 682 E. 685 ie, 11202. MULLION.IT WILLYIELOAMINIMUM ANCHOR 2AOahas®045•Min.O.C./U47q,kn .125'Alum.{Fig.41: WA WA WA WA WA WA WA WA WA WA WANIA 715103 CAPACITY WHICH MAY BE USED TO QUALIFY t Anclwrf F4:ep(Fq25 It. 44525 1352. 140 ft 1772. 37023 18115. 33210. 4731U 1702. 2211M 1602. A�`?10I:AL ANCHOR OPTIONS FROM THE 2 Anc11om491.15•MIn.O.Cl F11ro(RO eI: 240 Dnp 350913 WA NIA WA WA 1901W WA WA WA WA WA 3412. /,pint, 58001s ANCHOR CAPACITY TABL2. 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. r'KODUCT RBV ISED as complying wish Ih0 Flodm Building CoJc%-O2 FIGURE 1: FIGURE 2: Ac«plvlw No phi TABLE NOTES: ---1 1.000' --^ Expitalion Date • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. NU i de hoduct Coo4cAU SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�C�( LYI•;1\1�J1� FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' t�'`�,•' {C.CNSC''•�Fr HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - 010,68105 •( ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G80.WOOD SHALL BE PRESSURE-TREATED . FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF.125' '-��•'� �� •:-• 1•" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2.75•X.375'MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ......... 'S•.',°�ORLO. •' ���`�� THE MATERIAL 1110&#12 ANCHORS INTO WOOD MAYBE STEEL,10-8 S.S.OR 410 S.S. �!lYa��NjI,ER;P.E. FL 58705 TABLE 4A Mullion CaEacity Table IbstrO w 1� � Opening width(for 1,ar6cety-spanni rt7Aom)orOpaningHYtght(for horizonta0y-sparrirgmullions) �,+• SOI. 901n 701n 60 la 001n 1001. Min 140 In 150 in y{ Ratengafar TsapRdan9, Reotongat. TmpTdang. Rectanoft TrapillianO. Radangal. T-OM.lg, R.I.O. 7t d p/Tdo.g. Racla.eWar TrwIdlong, Rootewgd Ttopt7dang. Rectongulor 7'op7Tdang. +S�'�d 1 x 2.76 x PJ aptT erq. Roglmtgdor Tta Loading Loodn9 LoadnP Loading loading Loading Loading Loading Loadstp Loading Loadng Loading Lo4dng Loading Loading Loading Loading Lowing IY4 u .660 Alum Mullion � g " Z FL t5 421n 170.0 a20 170.0 435 170.0 744 170,0 478 170.0 888 170.0 See 170.0 002 170.0 510 170.0 1118 t7mo 521 170.0 1240 17ol) 521 170.0 1488 570.0 521 158.7 1820 170.0 521 136.8 1-1X1 170.0 521 J LU 4861 170.0 708 170.0 55 170,0 850 170.0 551 170.0 P92 170.0 030 170.0 1133 110.0 661 170.0 t21S 170.0 077 170.0 1417 770.0 800 111.7 1417 170.0 BBQ' 121.5 1417 170.0 600 108.3 1117 170.0 BBO � LU 50.025In 170.0 N7 170.0 fi53 170.0 800 170.0 BSI 1]6.0 1016 170.0 584 170.0 1105 170,0 723 1828 1288 170,0 747 140.3 1288 170.0 758 1714 1299 170.0 TSB IOIA 1765 170,0 ]SB 9fA 1288 Wall 75B 100.5 1130 170.0 661 W 64 In 170,0 707 17 O a 0.0 612 170.0 VA 570.0 89t 170.0 HID 170.0 754 150.7 1150 170.0 803 1339 1130 7 0.6 1130 170.0 8 17aa 83 1258 �.1 1130 170.0 801 71.3 1130 17.00 881 LU C? !•-' 00 in 170.0 886 170.0 701 140.6 015 182.1 7tl1 126.6 915 141.5 748 100.9 915 132,3 715 97.8 915 123.0 726 87.0 916 115.5 720 73.2 916 114.4 715 52.0 oiS 114A 715 54.0 016 114.4 715 J 03 in 151.0 830 tet.0 710 126,5 830 118.9 904 t06.S 830 123.2 gat 94.8 830 1 1122 670 84A 530 104.8 002 154 030 98.4 ON 63.1 830 94.5 546 542 530 04.1 045 47.4 870 9131 849 V 081. 132.1 757 N0.4 850 110.0 757 119.8 858 111.3 757 105.9 824 92.5 157 98.1 614 73A 757 "A ON 69.0 767 04.2 8a0 65.0 767 70.0 593 47.2 757 70.2 Sgt 41.3 757 78.2 591 Z WQ 121. 101.7 BSB 106.8 562 BJ•B 836 81.0 510 727 1136 10.1 630 03.6 838 722 521 50.5 838 80.5 511 60.9 938 02.3 506 424 635 57.2 500 38.3 536 55.3 491 31.8 838 65.2 497 2 ()v W -1E Z 3 70N 805 571 00.4 498 72.1 371 78A 456 8. iit 07.J 170 5131 571 00.8 47t 48.0 571 55.5 404 43.2 571 OLD 459 36.0 57t 47.0 451 30.P 511 04,0 447 27.0 571 44,6 446 •--1 i a 7a Y1 80.0 542 83.4 474 58.7 142 70.8 485 1731 542 82.7 458 50.0 542 65.7 44P 444 542 51A 442 M47.67 33.3 642 429 424 28.6 542 40.6 425 25.0 642 40.1 423 '�901. 521 407 53.7 301 43.4 407 15.4 355 37.2 407 30.0 049 326 407 35.3 345 249 407 32.1 338 1 21.7 407 20.1 327 10.8 107 24.1 122 10.3 107 27.0 315 Z �Ln 66h 42.8 358 14.1 120 35A SSD 77.2 314 30,7 358 132.4 � 28.8 358 za.e 104 21.H 158 28.1 300 5 17.0 350 21.0 280 t5.3 358 10.2 264Xt08N 30.1 283 30.6 255 25.1 28:1 26.9 251 21.5 283 180 183 199 244 1837 253 t8.0 240 7 !Y 111 N 27.8 2a7 28.3 242 2J.1 247 21.5 238 10.8 207 173 261 183 211154 267 10.5 228 LU N71.3 209 10.3 228 18.6 205 157 229 X 0 TABLE 48 Z Anchor Capacity Table MeANCHOR CAPACITY ADJUSTMENT FORMULA, g mO sC ANCHORCAP.,,,,,,,W, " QDCin� Subatmta: 2.7k Cannata 3,5k Cato. Noaow CMU F'tffiad C4AU P7 Weed Meisi (D1s,�)X( >=ANCHOR CAP.,,,, d18•Eko 1//'S$Eko Y76'Elco Yp'68 Eko Y10 Slat W2 Olaal Y12 Blad MULLION CAP.,,,,,,, AOohorClip Patlerne 01sla a ryp�: Y1.Ekoul2-uT 1N•Eke Ulbecan t8t-m Yte^Ebo Macon 11/'Eko UlBscon AggnrWor UBmoon AWeGoWr Scmw(05)Screw(G5) Scfaw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edea gslenca(N): t' 2.171' 1' 2.112' 3-UB` 1^ z-171' t' 2.111" r 3-thr r 0.40' 0.54' a35• CAPACITY REQUIRED'CORRESPONDING TO AN Embehncoi(NT 1-UP 1-34^ LY4' Sa14' r 1-114' 1.14' 1.114• 1.174' 1.04• 1.174^ r t-wr lana• ,edea ACTUAL PRESSURE REQUIREMENT FOR THE 2AMhM W 4,15'Min.O.C.I SWwvd wotsel Olp IFN,tT 390 Wo 390 We 450161 89014. 1444101 270 to, 280Me 354 Hn 740 W3 37415-1 444(ba 945 It. xi 8m 042 IM 560 Ws OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anot-(9I-IF Mai.G.G.ISmd1Nd(aMet)cep(Fq.27 4BOW3 10oWs WA WA WA WA 300 too WA WA WA WA WA SB2We 51 1120 rot CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ancbota 493'Min.O.C.7(2)56 Angle atps l(Flg,3t 780Wt 780 Ws 88P Ws 1580 iba 1898 Ws 510 We 5a01be WA 786 Ws 745 let 680 lb. 1892151 682 ba 1120 We MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Arotrom®OAS'1dh.O.C./Ualp,N1o.12VAWm.(Fig.4} WA WA WA WA WA WA NAA WA WA WA WA WA WA 7181os CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anoharl FCBp(Fq.SY 185 R8 193 Ws 225 Ws q5 tbs 8721b5 135 Ws 140lbs 177 We 376 tos 187104 33?Ito 477 Wa 170 We 221 i� ?801ns ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchom�1.15'Mh O.C1FAIp(F .81: 240 Ws 150 U. WA WA WA WA iB01ba WA WA WA WA WA 111 Ws 44215. 650 Wa 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. rgIOOUCT REVISED u complyin8 with the Florida FIGURE I: FIGURE2: TABLE NOTES: Buddi.s Onde t(o"4D2.11�J,t?:S Acceptance No --) 1.000' f-- Expimlion DoteSEE SHEET EE SHEETS 2I FOR INSTRUCTIONS ON USING THE' FOR GENERAL INSTALLATION METHODS ES AND SHEET 25 FOR INFORMATION ON LOADING. By Miusi d0; 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE Z ,��,t�0•,,........'jj rrr FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' 11 �� y1CL-N@f; •F� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2t-23. - FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. it:; 140 58705 r ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED (/l/j / - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED •5 ''i1)•:. t� !�} ,,t j FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.126' 4(l` THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND VX 2.75"X.650*MULLION % C`5�•-'FLORIDA`' ,C i♦ --�[ THE MATERIAL#tO&#12 ANCHORS INTO WOOD MAYBE STEEL,10.6 S.S.OR 410 S.S. A'r 1%Nf\).. �7t 7111111 13'11 A.LYNN MiLLER,P.E. FL P.E.#58705 TABLE 5A J Mullion Capacity Table Ibse X Oponing Width(fof serdco*spemirg mUlion9)oro Ontng Haight(for lnllzorta*spersirg mU6ons) 501n Sa In 70 In 801n go in 1DO In 120 in 1/9 In 1W in Roclanguler 'Fro flog. Rectangles Trep/Tdeng. ReclengWar TIWTdaV. Raclangdw Trap&nB- Reetengd. TnipfUeng. ReGenOrler TrepfTdeng. ReclenLuler T'."'ng. Rectenguier Traprrdarg. Raelangular Tia ao-g. q 1"x3.126"x Leading Loafing L.4.11 Loedrg Lmft I.= Loadn9 Lmdng Leading Lmdltg LmduO L..n9 Lcadng Lcadng Lmdng LmM9 Lowing Loedn9 syr .500'Alum g ,�• F_ �• _ r _ r _ r LL Tuba Mull �B �B 8G �t8 B N erg tr 6 tr � � co b cn 421. 170.0 620 170.0 435 170.0 744 170.0 47a 170.0 OBS 170.0 508 170.01 882 170.01 512 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 14M0 170.0 621 170.0 1735 170.0 621 154.1 1602 170.0 521 J W 481n 170.0 7D8 170.0 524 170.0 850 170.0 604 170.0 092 170.0 630 170.0 1133 170.0 061 170.0 1275 170.0 077 170.0 1417 170.0 O00 157.7 1577 170.0 550 135.1 1571 170.0 880 118.2 1577 170.0 580 _ lY A (n 50.625 In 170.0 747 170.0 583 170.0 596 170.0 631 170.0 1016 170.0 681 170.0 1185 170.0 123 170.0 1345 170.0 747 170.0 1494 170.0 750 141.7 1495 170.0 756 121.5 1405 170.0 756 100.3 1495 170.0 766 W O$ O 51 In 170.0 707 170.0 012 170.0 950 170.0 691 170,0 1110 170.0 754 170.0 1275 170.0 803 185.1 1401 170.0 837 140.6 1401 170.0 050 124.0 1101 170.0 801 100.5 1401 170.0 661 93A 1101 170.0 881 m O ~ M 601n 110.0 Bea 170.0 701 170.0 1053 170.0 797 155.5 1156 170.0 876 138.7 1158 107.0 028 123.3 1168 166.6 017 111.0 1158 140.7 910 92.5 1156 144.5 903 70.3 1150 144.5 003 60.4 1156 144.5 003 F- O J r, 63 N 170.0 930 170.0 745 159.5 1049 170.0 550 137.0 1049 155.5 600 119.8 1049 141.7 VA t06.5 1049 1320 038 95.9 1049 125.5 628 79.9 1040 110.3 020 68.5 1049 115.0 810 59.0 1048 115.9 019 (2 m Fp Bah 166.8 855 170.0 789 130.0 055 151.3 801 119.1 955 133.7 788 104.2 855 121.4 775 020 955 112.5 765 83.4 955 1064 757 Sg.5 ASS 9g.a 749 59.0 955 08.7 745 �l 055 98.7 740 z W g c� CLc S 7211 128.5 807 131.8 007 107.0 803 1'4.0 062 91.6 803 101.1 070 60.3 503 01.2 059 71.1 203 83.9 810 813 007 75.9 042 53.5 607 723 832 45.0 003 09.0 820 40.1 803 80.7 527 O 70 in 109.2 721 114.1 029 97.0 721 87.0 016 76.0 721 05.1 605 68.3 721 70.5 595 60.7 721 70,1 58a 61.0 721 65.4 579 45.5 721 59.4 50 30.0 721 66.6 601 34.1 721 56.1 SB7 J -1 Z Q 7810 101.0 BBI 105.0 508 01.2 BBI ODA SW 723 aw 10.{ 570 53.1 fi84 70.4 SBI 58.1 854 81.4 558 50.5 Bw 599 551 12.1 6w 51.1 511 38.1 081 61.3 678 31.0 681 50.6 631 Z Q N O Sow 65.0 514 61.8 ISa 61.8 614 573 440 47.0 811 50.0 440 11.1 51{ 14.0 433 36.5 514 406 427 329 SI{ 37.7 421 27.1 Si4 33.0 112 21.6 51{ 30A 408 20.8 61! 70.0 {W Z O O 9010 w.1 152 55.1 401 152 452 47.0 396 16.7 {52 10.9 390 51.9 152 30.1 311/ 30.1 151 329 376 27.1 152 30.7 373 22.6 152 28.0 385 10.4 152 24.2 750 ta0 152 12.8 355 rn $O a� 108 in 38.1 357 38.9 322 31.7 357 327 317 27.2 357 25.4 312 210 3S7 25.2 300 21.1 357 22.7 303 19.0 357 20,0 289 15.9 357 16.0 203 13.0 357 16.2 287 11.0 357 15.0 283 W N_ III In 35.1 336 35.0 300 29.2 336 30.1 301 25.0 338 26.1 286 219 Mil 23.1 292 10.5 336 20.6 268 17.5 338 19.0 284 14.6 338 10.5 270 12.5 330 14.6 273 119 338 13.6 269 M (Yq 12010 27.] 288 28.2 283 23.1 289 23.7 259 19.6 289 20.5 250 17.3 16.1 252 15.1 280 16.3 219 13.0 789 11.0 240 11.0 280 120 240 0.0 lag 11.4 230 8.7 289 10.1 272 U X Q O O d eT Z U to TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: m 0 AnchorCa act Table(lbs) ANCHOR CAP.,,,,,y, Su-Data 2.7k CorcMe 55k Cons. Nowa CMU Fined CMU PTWom MHoI (DPa)Xi 1=ANCHOR CAP.,,, �y-� &16'EllO v/'ss Elco uta Exo vY35 Elco 9fO bYetl a128iml Al2 Sleet MULLION CAP.,,•,,,,,,, AnchorCllpPaltama axnor alcElcounrdcm v4'Exoulmcon 3116'ElcaU9recm tl1'ExoUOmcm (05) USE THIS FORMULA TO OBTAIN THE'ANCHOR 7YPa Uar4cm Aggc73-. Uuacon Aglmraly SSnM(m)Scrn(05) Scrn EOge Cstaree 0n) t• 2-1/2 V 2-v2 ave• 1• 2-VT t• 2-v2 z 3-1/6' T o./6• 0.w' o.37Y CAPACITY REQUIRED'CORRESPONDING TO AN Fmtednml n falx talc 1244• 1alY r 1-v4• 1-vs 1-114• 1-VY 1414' 1-114• z tare• tale' woes ACTUAL PRESSURE REQUIREMENT FOR THE 2Am"Q4.75•M1n O.C./StWaM WOMel CSP 01911 9BD bs 390 Es 4500» onium 1641 IDs 2r0 ms 2801- 361 Sr- 7101- 37<Ibs 66/1Ds Df6% 341 bn 442 Ms 650 Im OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Antrim 01.15'Mb 0.C.7 Slmmnl(Or OIEN)UP(Fl92) ABO Ds 70D 9s N/A WA NIA NIA 383ws NIA N/A WA WA WA 682- 5851- 11201- CAPACITY(FROM THE TABLE)OF THE SELECTED IArchm @ 3•MIn.O.C.r 2c5An0wCAps I(Flo.3) 78D IDS 780110 650 b1 1560 bs it N1 w0 ms S60 Ws NIA 7601- 746 Ins Seg b9 1622 W 982 es 60590 Ilan ws MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Amhom®0.45'Mh.O.C.1u c ,NIo.12Y Afum.fflg 4k WA WA NIA WA WA NIA WA NIA WA NIA WA WA NIA WA 10731- CAPACITY WHICH MAY BE USED TO QUALIFY IAM f FCbP(Rg 57 195 ws 105 g1s m Ds a5 ms 822 Its t35bs M xa to W 3701- 187 bs 3s21- 473 ws noas 22192 tag Dn ADDITIONAL ANCHOR OPTIONS FROM THE 2ArKWq @1.15'611n0.CJFCO g.6): 24090 3•.D IDS N/A WA WA NIA 190ts N/A WA NIA WA WA &144 1{2 b6 5602H ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PltODUL RRVISIID m cumplying with Ono Flo" I-1.000'^i Duilding Cndc FIGURE I: FIGURE 2: TABLE NOTES: Dw. Z)8'�Z( 03 Acaplmtc B iria- Dalc 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Dy SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Nti do Product 1L 11111111// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3,125' FIGURE 3: •\�0•'•LG[NSg•'•!F'S' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. '•Tt` FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.511705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _T - !,a CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '•'0 . ' b L FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125" `A S(K(ti FFF 1'X3.125'X.5'MULLION (� rI7��II ' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT (1-V F MULLION) <�' 1'LURt���•• \G • THE MATERIAL•#110 8#12 ANC ORSAND A36.ALL CN O WOOD MAYHORS INTO AL SHALL BE STEEL.18-SDS.OAT LEAST 0 S.S CREW THREADS BEYOND ���SS�G(�I A�;�1•�`` A.LNOILLER,P.E. FL P.E.#68705 TABLE 6A ( _ � Mullion Capacity Table Ib9tlt) Opening Width(for wrlically-sparvingmutilona)or OpeningHeight(forhorImnialy-sparyingfnUllons) a! C 60 in 601n 70 In 80 In 001n 100 N I 120 in 140 N 160 h O Ra Wno" TrapM.V R.eungul.r Trawd.il. Rectanpdec %Tianp. RafarcalAar Trap/himg, R.etang lar Trapltd tna. Re.1.9rar Aepfrdang RecianpWar T1WTdang, Raeienp4ar Tra3Y7d.nq. Recta ilulu 1-s d41q. t4 1 x 4 X.126 L"d-a Loodna Loednp Loadn9 L-dg Loading U dn9 Loadna LADdup Loadlq Ladnp Loading Loadrq LDedlq Lmdng Lmdng Londn9 1.0.40 oye 4 U Alum.Tubau �,. �.. •a., ,.- ,. d Mullion z 42In170.0 620 1700 436 170.0 744 170.0 478 170.0 888 1710 6110 1170.01/P2 170.0 510 170.01 1118 170.0 1 621 170.0 1 t240 1700 521 170.0 tom 170.0621 1461 1489 170.01 521 11211 1489 mut 521 O W 481n 170.0 706 170A 624 170.0 850 170,0 684 170.0 900 170,0 030 170.0 1133 170.0 661 170.0 1275 179.0 877 160.31 130] 170.0 680 130.3 13031 170.0 880 111,7M3 170.0 BBO 97.7 1303 170.0 680 50.6211 to 1170.0 747 170.0 663 t70.9 598 f744 63f Boo t046 170.0 604 170.0 1}95 170.0723 f38,i 72311 170,0 747 140.6 1236 170.0 768 117.1 1735 770.0 768 100.4 1236 170,0 788 87.6 5235 170.0 738 � �� 473 6411 1708 787 170,0 612 170.0 956 170.0 801 170,0 1116 1700 764 161.4 1156 170.0 603 1372 1166 1704 837 123.6 1188 170.0 658 102.9 1160 170.0 861 883 1158 170.0 881 T7.2 1156 170.0 061 Im p O M BO In 170.0 885 170.0 705 166.7 1042 170.0 707 142.0 1012 161.1 812 125.1 1012 118.7 616 111.2 1012 I38A 801 100.0 1012 130.2 701 634 1012 126.1 782 71,5 1012 125.1 762 82.6 1013 126.1 762 63 in 1'160 038 770.0 745 181,2 9112 ia1.a 816 12011 062 144.4 700 113.4 992 131.0 782 100.6 apt 121.4 768 00.7 092 114.8 766 768 992 108.1 745 94.8 092 108.0 744 58.7 802 168.0 744 J 6844 165.0 017 170.0 780 1370 947 148.0 706 II6A 047 130.3 Toe 101.4 047 117.7 752 01,9 047 100.7 735 02.7 947 1022 727 66.0 947 95.1 713 1161 947 94.0 711 61.7 047 W.0 711 Z U g c 721. 133.0 849 1427 737 1132 849 121,6 122 07,0 619 106.0 70a 64.0 849 98.4 BBB 76,6 610 e8.7 Sas 674 640 027 675 58.6 649 76.3 650 4a,S 849 72.6 052 426 040 72,4 831 '� LIJ ..W 76In r37.1 762 128.7 665 96.3 762 102.6 562 82.6 782 06.0 040 T22 762 80.8 629 642 782 742 620 67.6 762 693 673 48.1 762 62.6 602 41.3 782 58.0 697 36.1 782 59.4 595 J (ajj Z a i 7a In 724 111,4 634 age 724 94.6 621 76.3 724 02.9 609 60.5 724 744 689 59.4 724 86.1 691 63,1 724 63.4 583 44.6 724 57.3 573 302 724 54.3 667 334 724 63.5 565 Q 90 In 543 71.6 463 66.0 543 60.7 474 40.7 647 829 405 415 543 47.1 46a 369 $43 42.8 462 34.8 643 39.6 448 28.0 843 34.0 438 24,0 543 32.1 430 21.7 $43 30.7 428 Z O 081. 476 56.9 427 47.0 478 493 419 404 476 432 412 354 475 36.5 400 31.8 475 34.5 400 2a.7 478 320 396 23.0 478 28,1 386 20.5 478 25.6 360 tT.9 476 242 370 1081. 377 11.1 341 33,5 377 51.6 335 284 377 30.0 370 28.2 377 204 325 22.4 377 74.0 321 24.1 377 22.0 317 16.8 377 10.0 Jlp 14.4 J77 17,1 J0/ r S Ill in 367 37.5 323 36.8 357 31.8 318 265 357 27.6 313 232 367 24.4 309 Zell 367 22.0 305 165 357 20.1 301 15.1 357 17.4 264 LU q 120>n 29.} 30B 20.8 270 24E 308 28.1 274 214 306 21.7 270 18.3 300 Sat 287 163 308 77.3 263 J- 144 m tt.9 2u 172 196 Q.X O O Z TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: . AnehOrCapacltv Table fIbsA NCHOR CAP.„„•,,,•, # -3 6YMVal.: 2.71,r4twe 3.11kCaw•, HcSowCMU FdedCMU PTNbgd Mew (DP,)X� =ANCHOR CAP... 5' Anchor x16- 1M'SSEIco 54B'Eloo 1/4•11SElco 01051N 028t.1028t.1d128W.1 MULLION CAP.,,,,,,,.. Anchor Clip Pattern* Anciror7yPa: 311sEkotOhacan it4•Ek.UOraam wlrocm Elwwaaat 1t4•Ekaum4aan A90t OMW IObecon Aearedator 80m(061&mwiO3J Sardw(05), USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge a.lmoo p17Y r atm 1' 2•Ifr 3.116' i' 2.1/1 r 2-IW- r 3.1/5• 2• a,48• 0.64' 9.324• CAPACITY REQUIRED"CORRESPONDING TO N Embedment(itau' ta/4• I.W 1.3'4• r Mbr 1414• 1-tu" 1.114• I-itt' 1414• 7• tare• tale• tensa ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchm@43V Min.O.C.1 SWd•d or O(5.1 C0p(Fla.153201m 390 ma 450th. 600 IW 16441m 2101m 280 I1u 354 Ws 7400. 374101 8641b3 9400» 341 bs 442IM --66-lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anctwie Q 2.25•Min.O.O/Stendald(a OfteliClip(FIV. 7007m 700 Its 580 We 1470 tbs 252 W4 WA 580 iM WA 630b. WA sea im WA 682 Wa 885 M. t12o rba CAPACITY(FROM THE TABLE)OF THE SELECTED 8 AnaMn Q 1,15•Mb.O.C.I Slendeld(m Oftel)Culp(Fig. lbs u90 1m NIA WA WA WA 760 m. WA WA WA WA WA /3839. 1710 W4 224.Im MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Mefgt.Q a•A9A o.G.r(z)265 Angie rtµ,r¢ip. 760 Ws leo P. eaa 1Da I5881ea 1086 Ls 340 ms 50016. WA 7601m roe tM 880144 taa2lm 6B2 axi hes IM t/2o Wa CAPACITY WHICH MAY BE USED TO QUALIFY 6 Ancbnl4 Q 3•Spn.O.G./112)2c5 Angle Dips/(Fy, 1170IN 1170Im 1020 Wa 2140 tM 264 Wa ala 6i 6401m WA 1140 lbs 1122IM 1320 ha 2038144 1022Im 13271b4 1680 W. ADDITIONAL ANCHOR OPTIONS FROM THE d Arc7Mr.Q6AS tdin.O.G.tU{Ip,trda,l2YAk:m.{F✓b. WA WA WA WA WA WA WA WA WA WA NtA WA WA WA 1430lm NCHOR GAPACiTY TABLE.2 Aktpm®2.26'MN.04,1 F13ip(Fig. 350 We J501m269 b5 70515. 47e9144f RtX}17CJ'RF.VtSYO 4 Art.Mr. 1.IV Min.O.G1 F421p[Fla- am ws 790 tM WA WA WA WA 3501M WA WA WA NIA WA 082 ft 883144 11271Da B.ilding coultde with Oho Fltxid• 1.000• BeOd�Caislo% "118"0^3 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. � �"- Ac9c Ice Too Expiration Da7c, � '}�( TABLE NOTES: B FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 0: mi ado t' • • • • • • • • • 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE ��t t l� 114, • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \ 01X AIIZ��i�/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. .; ti .•'ySGENSt; ^.,'P • • • • • • • 4.000" ••'�r 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES •" '•': NG.51)705 _ TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 6'. FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. & ,t �z • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED STATE I' y'V • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW (-125" f��fi•'-.,,t-�LORig.-•. ' . SOUTHERN PW E WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BEA MINIMUM OF.125'THICK.STEEL _-Tl-. �sl t••••••• X�C� ANGLE CLIP(FIGURES 58,0)MUST BE USED IN PAIRS. AND A36. LL ANCHORS INTO MEA HALL EXTEND AT LEAST 8 SCREW TTHREADS BEYOND THE MATERIAL.#1016K STUDS TO BE A MINIMUM 1 "��)flt- #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. `X 4`LI.MULLIONN A.LYNN FL P.E. 53w#58 0 P.E. 705 TABLE 7An Mullion Capacity Table lbBle 0 g Opening Width(for teraratty-speming muVlons)or Opening Haight(for horizontally-spanning nomons) #N^ 501n 60 in 701n win BO In IOO In 1201n 140 in 1001. y?8{ O Rectanpuiar SF3pR'da.p. Ract•ngoltr TmptTdmil llectm0.d.r Tr dwa� Rcd 11472 p. anpWof Troptnlong. Recianpdat Tmpfrd3rp. Rant. wr nwrdt.p. Rect mil Tier:rd•n9. fWI..gW r 7raN7nanp, 6 1 x d x.375 1111 acrpdar Tr dan R4Ct ;153 La.dng Coating 401047114 Laedhg Lwdnp Loadng Loadng LoadnB Lnadn9 L..dlnp 'Loafing Laid" Lo.dng Coating LoadhO Loadnp Lotting Looting pY Alum.Tube BB g+r• 2: _ 'qr Tw,Mulllan C0 is 42m uo.D 620 uo.e 435 nD.o 011 1710 471 no.o 868 ne, He 70.0 982 no.o 679 1roA 1116 I7oo 627 aO.a 1x10 770.0 121 770.0 1488 naso 621 nao 1775 no.o 621 nD.o I983 vtl.o ext LD 181. 170.0 708 170.0 621 170,0 650 170.0 681 170.0 892 170.0 070 170.0 1133 170.0 661 170.0 1215 170.0 877 170.0 1417 170.0 600 170,0 1700 170.0 800 110.0 1803 170.0 680 151.8 202/ 170.0 880 _j LU 50.826 in 170.0 747 170a 683 170.0 898 170.4 @31 n0.0 1046 170.0 864 570.0 1195 170.0 723 170.0 1345 770, 747 170.0 1494 170.0 756 170.0 1793 Tice 768 156.0 1918 170.0 708 1386 1919 170.0 766 � �a U) 611. 170.0 797 170, 612 17x0 BE6 170.0 act 170.0 me 170.0 761 1710 1275 1710 803 170.0 1431 170.0 637 170.0 1594 170,0 056 159.9 1769 170.0 681 137.1 1799 770.0 NI 120.0 1799 170.0 001 m p 0 801. 170.0 605 170.0 101 170,0 1067 170.0 797 170.0 1240 1710 070 170.0 1117 170.0 944 170,0 15$4 110.0 096 155.6 1619 170.0 1033 129.6 1619 170.0 1067 111, 1619 170.0 1083 BL2 late 170.0 1063 to 831. nag 830 170, 745 170,0 1116 110.0 859 770.0 1302 Hoa 940 770.0 1488 -170.0 7016 166.7 H42 t70.0 1076 141.0 f642 170.0 7122 117.5 1642 76ab 1168 100.7 1642 187.6 1167 081 (542 187.8 1767 J 661. 170.0 871 170A 759 170,0 1160 170.0 BOJ 170.0 1364 170.0 1002 160.6 1472 INA 1080 142,8 1472 168.0 1148 t26.5 1472 150.6 1130 107.1 1472 147.8 Noe 91.8 1472 148.0 1104 60.3 IN2 146.0 1104 Z 721. 170.0 1063 tta.tl eT8 170,0 1270 170.0 1009 150.1 1320 186.2 flat 13ZO 1320 149.0 7082 117.3 1320 137.0 I06a 105.8 1]20 126.8 1040 88.0 1320 117.0 7024 76.4 1320 112.4 1017 88.0 7320 1126 1012 LU (.3 ' 76 to 1710 1172 170.0 037 ifeA 1764 158.4 7013 7282 ft04 139.9 884 1722 it. 126., 818 tier 1184 ttas 964 08.8 7744 107.5 852 74.8 NB; 97.8 935 81.1 1184 Q}.i 977 55.7 7104 923 925 � {�(} ZI 781. 166.1 1124 170.0 867 138.4 1124 147.0 965 115.6 1174 128.8 641 103.0 1124 115, 031 02.7 1124 105.8 816 010 1124 00.0 BOB 119,2 1124 88.0 000 N.3 1124 84.3 Ni 51.8 1124 53.2 878 •••I 4= rd„ J t N o San 108.1 eu 1n.6 :61, 90.1 a4 84.3 738 77.2 944 62.1 724 67A 114 Isa 712 80.1 944 se.s 7x2 61.1 144 et1 193 45.9 114 61.2 eta 38.11 847 $0.0 Bea -.a 844 47.7 hoz Z = 2 z 981. 88.1 742 91,6 1183 74.2 742 77,2 652 83.6 742 67.2 041 55,7 742 694 8Ji 40.6 742 bi.t 822 44.6 --74-27078 514 37.t 742 43,8 000 31A 742 30.8 590 27.8 742 37.6 Bill F¢- 1A k; b Y s0"3 10Bh 62.8 668 87.14 570 62.1 566 67.0 621 44.7 088 48.8 513 79.1 686 {1,/ 5145 11,0 500 37,3 408 31.3 688 341 492 x A 668 280 461 22.3 688 20.6 472 tab NO 247 466 in ML o' r 11th ST.d 530 88.0 503 48.0 555 40,6 495 412 655 4ZO 467 36.0 655 341.0 480 3Z0 655 31.2 473 28.6 OSS 35.3 481 24A 556 27,1 457 20.8 855 24.3 440 180 555 22.4 442 1201. 4aB 475 18.4 NJ 38.0 476 38.0 420 326 473 37.7 420 28.5 47S 29.8 414 26.7 176 28A 108 728 476 24.5 101 10.0 478 2fA 3DS 181 178 10.7 707 14.3 475 17.2 ]81 1Mh 28.{ 330 26,7 305 22.0 770 22A 301 18.9 330 IA] zD1 16.8 370 17.0 283 C1 K Q a TABLE 7B " V)sp Anchor Ca acl Table fib ANCHOR CAPACITY ADJUSTMENT FORMULA: m m • � ' sabeimte: 27k CorceNe 7.Sk caro, Hoii9w GMu ANCHOR CAP.,,d,„„ $ a-y S' Ftted CMU PTViowf Metal {DP,,,}X{ } ANCHOR CAP..,, SIIB'Eko 1M'8e Eko'W16'Elco 114.69 Eko Nt0 SIGN /129mN 612 S1ad MULLION CAP., ,,,,,, Anchor Clip Ped0m9 Atclrar T 3716-Eko Wtmem trr Eko ut8acm ubrcm 3011'Elco ulvacm u4'Eko unr«m ApAMw u6moon Apit.1-tor s."(o5)samw tGs) Sam(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edo,ast...(Iny 7- 2.107 t' 2.1 r2' 3.118• 1• 2.110 t• 2.101• r 341 r o.46• am- 9.321• CAPACITY REQUIRED'CORRESPONDING TO AN Embednmi Mk I-374• 1.3tr 1.314' ldtfi 7 1-114• 1-114' 1-1t4• 5.714' 1.1tP 1-111' r tste' S•?+8' mdna ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anclgn®1.75'MIn.O.C./S1aMada00381 C9p(Fig.1621 390 les 39om 45011,3 ego lbs 1644m 2701be 2801b. 354m 740m 374 lot 1184 lbs �NJA 3411w 41211 96om OPENING,WHEN IT IS LOWER THAN THE MULLION 4AmbooQ2,25-Mh-ao.tsronoard(aorsal)06p9,q.sk Joerw 700m 589m 14100 052m 1uA we IN WA owm WA septan 682103 885 to, 11201. CAPACITY(FROMTHETABLE)OFTHESELECTED 6 A7klwm 0 1.16'M)4.O.C./Steodwd(at Oftel)tip(Fq.U: goo m 14DO lb. WA WA WA WA 7e0bs WA WA NIA WA 13531x3 1»a too 2240 to. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AitexatQ3•Min.O.0-tt2)2a5Ai1*Clp37tFq.5): 7809. 786m 560 cb3 15601x3 t69sms sw i9s 5e3tss WA 78003 7481. Baa lb. 662 m3 N5 IM 11201b. CAPACITY WHICH MAY BE USED TO QUALIFY B Arcxaa®g•MIa 1,.G r CLI Zts Anpk atw r(Fq.ey 1170lbs 11101b3 1020 m 23401b3 2844w et9 m as Ibt wA 1110 tba 11221x3 13201b4 263o Ito 1022 m3 1327 N 1680 ks ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amtlat Q 0.45'Met.O,C.J U-0p,Lnto.125-Atam.(Fig.7): WA WA WA WA WA WA WA WA WA WA wq Wq WA MIA 1430 2A ANCHOR CAPACITY TABLE. 2 Amha.®2.75'Mh.O.C/F.aip(FIC.0), 3501x3 750 m 290 m 705 to, 4781b. NIA 28o Ib3 WA 315 lbs WA 4401bs WA 117 m 442160 No to. PRODUCT f46VISED 4 Ancxx.�i.t5'Mbt.O.0/F.alp(Fq.B): 480113 7D01bs WA WA WA WA 315-0 WA WA WA WA WA 602 lot, ew ab 1120 ft w Cwnplyini;With Litz Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RaSlding Cade -� 1.062• fr '1 1.000^ r Aa«pa to No l6-0 219..,3 E 1477.1' Date �21 TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE$: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION It=Vada Froduct • • • • • • • • r ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 111 I 12)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� �IVYNN1`1717 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4,000' 4.000• SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N,6$706_ - !• FIGURE 5: FIGURE B: FIGURE 7: = r • • �"'-•�"-'(�_: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND "' '.•�Q- 6 7,U • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE , r u/ • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF0.55.ALUMINUM SHALL BE '�' "t tL O� 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045• .• • THICK 18 GAUGE).STRUCTURAL .375' .375' i,c{'$'n•.. ( } END AT L STEEL TO BEAT LEAST BE THICK AND A36.ALL ANCHORS tttt ANGLE CLIP(FIGURES 566)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&7112 1"X 4•X.875' 1'X 4'X.375"� A.L4NNIMILLI�F�,P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION pL p,E,#58705 � o TABLE 8A Mullion Capacity Table IbsNO Opening Width(for vertically-spanril mutions)or Opening Height(for hori7omally-spanningmbons) � 501n 601. 701n W N W in i W in1201n 140 N 160 in '1.26"% Rwlangular Trapridang. Red ad., TrepMlang. Raclengular Tmprrdm2. Rmlanguler 7nAftano. R.IwgUar Tm(M p .". Rectangular TrapTdang. Rectangule Tmprilang. Ractenarlu TmpMlarp. Rectangular Troprrdang. y K Loafing toadmg Loafing Loa n9 Loading [oaring Laadng tnadng Lowing Loading Loadng Loafing Loafing Loadng Loafing Loafing Loading Loading 1.26"x o .206"Al.. _ _ fig• _ _ fig',_- _ _ _ _ _ LL Tuba Mull � � � � d � �• a� � � ` ` � � � LN Is 421n 170.01 Me 170.0 433 170.0 744 170.0 478 170.0 860 1 170.0 506 170.0 992 1 170.0 510 170.0 ilia 170.0 521 170,0 12A0 170.0 621 170.0 1468 170.0 621 170.0 1735 170.0 521 161.0 1789 170.0 321 Min 170.0 708 170.0 1 LU 724 170.0 BSO 170.0 561 170.0 092 170.0 830 170.0 11J3 170.0 801 170.0 1275 170.0 877 170.0 1117 170.0 660 154.6 1616 170.0 680 132.7 1618 170.0 6110 110.1 1616 170.0 eW 50.825 In 170.0 747 170.0 563 170.0 600 170.0 031 170.0 1048 170.0 864 170.0 1185 170.0 723 170.0 1316 170.0 747 167.0 1488 170.0 758 139.2 1488 110.0 750 119.3 1/60 170.0 766 104.1 1468 170.0 758 8 0 54 In 170.0 797 170.0 612 170.0 056 170.0 691 110.0 1116 170.0 761 170.0 1273 170.0 80] 163.1 1376 170.0 037 116.8 1176 170.0 856 122.J 1376 170.0 681 104.5 1378 170.0 881 91.7 1376 170.0 681 m N O O Win 170.0 855 170.0 701 170.0 1063 170.0 797 155.9 1158 170.0 awl 130.0 1150 187.1 030 123.6 1158 168.8 Dig 111.2 1150 150.0 912 92.7 1138 144.B 905 70.4 1150 144.8 905 69.5 1156 144.8 905 W to J 631n 170.0 030 170.0 743 IB0.1 1051 170.0 660 137.2 1051 155.9 682 120.1 t051 1420 &8 1087 1051 132.3 1137 90.1 1051 125.7 830 60.1 1051 1196 222 88.6 1051 ltbl 021 60.0 1051 119.1 1121 �G L 65 In 167.1 037 170.0 769 119.3 967 151.6 805 110.4 957 134.0 730 104.4 057 121.8 777 92.0 057 112.6 787 a].6 857 106.6 769 09.0 057 100.0 750 56.7 957 sa.0 740 62.2 957 Be.0 740 Z J pc m$$ 721. 128.7 501 1351 806 107.3 804 fibs 654 91.9 BD4 101.3 1171 00.1 604 91.4 660 71.5 B04 61.1 650 64.4 604 7B.a 643 63.6 864 72.3 633 48.0 004 60.0 020 40.2 604 69.0 523 Z 761n 108A 722 111.4 630 01.2 722 07.2 018 78.2 722 86.9 600 68.1 722 70.7 588 80.5 722 70.3 662 51.7 722 05.6 560 45.6 772 59.6 670 39.1 712 68.7 665 31.2 722 68.2 604 5 75 In 101.2 685 105.6 60O 54.4 685 00.0 5W 723 685 78.5 577 63.3 655 70.5 686 66.2 685 84.5 560 80.6 887 60.1 663 42.2 BBS 64.3 613 ]e.2 65 51A 517 31.6 506 30.1 536 .�- ~ N Q a, o Win 87,0 515 80.0 457 61.0 515 67.0 110 17.1 610 30.1 411 {Is 616 N.7 131 35.6 515 40.6 122 11.0 516 37.4 122 27.6 616 33.1 413 23.5 510 30.5 107 20.8 516 20.1 101 Z �( Z 90 In 61.J 157 55.0 Ig/ l3.3 !67 41.1 387 J8.6 157 41.0 391 JJ.O 153 J0.4 36S 30.2 d4a3 %379 151 J0.4 374 22.8 430 26.6 360 10.1 453 21.J J60 17.0 463 229 350 atp S 1081n 3IIA 355 39.0 323 31.5 366 32,0 310 27.2 358 26A 313 23.6 335 25.2 330 212 J6B 20.8 300 16.0 356 18.0 230III In 35.1 338 35.6 305 20.3 33a 30.1 JOI 25.1 338 20.1 297 220 376 TJ.2 2p] 19.6 778 10.1 263 1Y x In 1201n 21.8 290 26.3 264 23.2 230 23.8 280 10.8 230 20.8 ZW 17.4 230 182 257 15.! U CV ¢ O O 144 b 16.1 tat 18-3 tab 0.a e 1 TABLE 88Z ANCHOR CAPACITY ADJUSTMENT FORMULA: toal Anchor Ca act Table iba ANCHOR CAP.,,,,,,,, SuWbrale, 2.75 Core Me 35k Cone, Hc0a1 CMU Flied CMU PTWood Mad (DP,)X( >=ANCHOR CAP.,,, 918 F1ro U46 SS Elco 7118 an 114.54 FJto %10 Sled 012Slee) 812 Stat MULLION CAP.,a„ , AnchorCllp Pettam% J'ncf0f 3116'Elio URram Ur EKOUaracW uSmeW TIO'Elco Ulltaat v4'EKoUamcW beide u0racon AggmGde Sc"(W)screw(75) samix.5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge pure 6n) t' 2-112- 1' 2-11z 3.18' KNIA 2-tir 1' 2-vz 2 3119• 7 0.48' a" 0.32r CAPACITY REQUIRED"CORRESPONDING TO AN Emindnet n tar4' talr taro' iarr 2- 1-v4" 1.114' 1410 1414' 1411 T 1-"* I3'8' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancipls®4.78 Min O.C./Slardad or OBet COp 649 17 330 las 330las 450 lbs 600 ba 16th Bs 200 ge 354 Ifs 710 ts 371 Ds 661 tbs Od6 me 34i ms 442 Ila 560 b6 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AMIN=®1.15'Min O.C.1 Standard a 011schC lFl9 T 430 6n 700 Its NIA WA NIA380 gs NIA WA NIA WA WA 662 b3 827 as 1127 m CAPACITY(FROM THE TABLE)OF THE SELECTED 4A"hem®Y Mm.O.C.r(1)2115 Angle C8ps/flip 9j 780las 730 Its Goo las ism 166 Imisms 660 bl NIA 76011. 748IDs 8W ma 1892Ite 6B2las BBS 9n 1130 b MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Aatcm@0.45•Min.O.C.I U-CV.Into.Q&'Akan.(FIa1i NIA ILA NIA WA NIA WA NIA WA WA WAWA NIA WA 1430M3 CAPACITY WHICH MAY BE USED TO QUALIFY 1ArchonF-CIPInasj IW IM Ica ba us los 446Its 622 m1 MIts 177 les 3701be 167 les 332112 473las 17011), 221nn 780b ADDITIONAL ANCHOR OPTIONSFROM THE 2Ancllum®1.18 MIR O.CI FCU (Fl240101 350 ms NIA WA NIA NIA 130 ItsNIA WA NIA ILIA WA 341 kes 442 9n 630®a ANCHOR CAPACITY TABLE. PROI)I ICT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. m cam14yin6 with Wo Plo[ift FIGURE I: FIGURE 2: IluildarOCodc t6_a216.03 TABLE NOTES: F^1.250'--I H oirmion Date • • • ?azr 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. Munni o hailul \II111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. A%'0111111", FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '•.'fr BECLIMUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 285, PIu.65745 USEDIN PAIRS. a / 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND � '• �172'c D (.1 _ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SWALL CONFORM TO ASTM C-90.WOOD SHALLD Lrl.'FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE - / O ••', / • 6083-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND :'�i•.•'•.ALGRtOI^,. �•(, • • .045`THICK(1 B GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL 1.25'X 3.166'X.265"MULLION % r. • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.114'VF MUWON) 1 ,_+/OINAk-(; • N10 81{12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYNN�M16111t ,P.E. FL REA 58705 TABLE 9A1y��i�+ Mullion Capacity Table RisIfel Opening Width(forvereeely-ap.nning mu6ions)orOpening Helghl(forhorizontBly-epannIng mdBona) 50 in 601,, 701. 801. gO in t001n 120 N 1101. 160 In O 1.26 N3.26 I4ec1.,,Wl.r Tnp7rd-9 11.l.n9Wor T.p/r.% . Rawg.W T.p/Td..g Retl.n9wsr T.PIrd4 Rael.nWl.r TnPRNng. R-woular Tnpnri- R.aingWar Tap/rd.np. Rmlmg,lar TrapMbn9. Rocnng-Av TraprTduc 10.1W LoedIN Losdng t.01.0 Losdkv LOadrq LOdng Load09 L.'nug L.&g L. Z`B LOad'up LO.dnp L0.dn0 Lwdbq L04d0q lwdrg LadnB �Y� � AIunllTuba � ppyp _ §r _ _ _ WJ Ii Mullion pp44�• {555} 11 g i y{ �, �, pp44� yy44�, yyfifi p1 pppp yq55 ph i{y1} p4 a py q� �� 0 p4�� Z u5�dm fn 42w 170.0 620 1 170.0 435 170.01 744 1 170.0 470 1170.0 860 170.0 Sea 1170.0 992 170.0 619 170.0 ilia 170.0 621 153,3 1118 170.0 521 127.7 1118 170.0 521 1109.6 1116 170.01 321 05.5 ilia 170.01 521 1 O 401, 170.0 708 170.0 6N 170.0 850 170.0 6B/ 107.8 978 170.0 630 116.1 078 170.0 001 130.4 978 170.0 677 117.) 918 170.0 age 07.8 976 110.0 a80 B3.6 910 170.0, 980 73,3 978 170.0 BBO J W 50.8261 170.0 711 170.D 667 170.0 606 170.0 871 150.7 927 170.0 684 131.9 927 166.5 708 117.2 927 159.1 699 1015 021 150.3 660 07.8 027 156.3 695 75.4 927 156.] 895 85.9 927 156.3 685 � Lo 64 1n 170.0 7B7 170.0 B12 164.3 BOB 170.0 OBI 132.5 BOB 167.8 OBJ 115.0 869 141.8 009 10.0 509 134.0 NO 02.7 969 12B.a 654 77.3 ago 170.8 652 66.7 669 USA 852 57.9 age 12g,S 652 LU 0 o BON 143.1 119 163.8 034 II9A 718 132.3 820 107.3 740 H7.6 e6e 80.5 740. 107.0 689 19.8 718 101.0 692 71.8 748 BB,6 687 69.7 746 93.3 687 61.2 TIB 97.3 667 U.0 IIB 00.7 607 m O ~ Gin 173.7 677 172.0 679 ID7.1 B77 11].7 566 60A 817 100.1 655 7T.] BTT 01.1 616 88.7 0.77 65.7 0.39 01.9 BIT 01.0 631 6fA Oil 77.0 619 11.2 077 78.7 528 39.7 877 70.7 629 LU I-' (� J 66 In 101.8 017 111.1 670 89.7 817 97.6 S10 78.0 047 68.3 609 67.3 811 78.3 500 59.6 017 12.6 494 61.6 817 8a.1 409 11.8 617 81.4 487 35.4 617 93.7 482 37.8 BIT 617 482 j CL � /2b 82.8 Sle 87.1 160 69.1 61a 74.2 440 592 Me 85.2 432 61.0 510 68.0 425 48.1 6111 54.7 419 4fA 616 50.7 414 34.5 616 466 408 20.6 616 46.0 405 26.0 618 15.0 405 Z 76 h To.! 165 13.1 100 58.7 465 62.6 708 50.3 465 64.0 390 14.1 465 40.4 361 39.2 453 45.3 378 35.2 455 47.2 374 29.4 465 363 387 75.2 465 38.5 361 22.0 406 Je.2 30 j �11L1 IBH 85.7 141 80.0 387 51.3 111 67,7 710 IB.B N1 60.0 372 40.8 111 15.1 709 38.2 111 11.8 300 ]20 UI 36.7 350 17.2 117 NA NB 23.3 441 33.1 718 20.4 441 727 316 J Z 00L, 42,4 332 43.8 296 35.4 332 37.0 288 30.3 332 32.3 284 26.5 332 28.8 280 23.6 732 28.1 276 71.2 332 24.1 272 17.7 332 2t.3 180 15.2 332 19.8 262 12.3 372 10.7 200 ¢ CD '�•• C7 Q O 08b 15.0 291 75.0 280 28.1 207 b.7 tm 26.0 791 28A 267 31A 201 rib 248 19A 281 21.3 gN 17.6 281 10.6 2t1 14.8 291 17.1 7]B 17.6 201 ISA 172 Z _ 1081 21.0 2]0, 25.1 20a 206 730 71.1 705 17.5 230 18.3 201 15.4 770 16.2 180 x 9ppZ OD CD 111 N 220 710 211 187 180 710 10.4 194 10,2 218 160 191 14.1 210 14.9 188 v+ N 1201n 17.9 181 182 770 14A 157 15.3 161 [Y x X N a o 0 D Z m U, 6n TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Co a Ity Table Ibs -3 BWaaale: 2.Tk Cmcmle 3.Ok Cone. HoOmr CMU Filled CMU P7 W0ad Malel (DP_ ANCHOR CAP.,,-f (OP,)X )=ANCHOR CAP.,,, Y16'Elm012-11r 114'BS Elw SUIS'Elm 174'66 Ebo 010 Slee) '12 Slee) 02 Slee) MULLION CAP.,,,,,,,,, Anchor COP Patterns a"t10f n'�' LIB'Elm ullmcon tit'Eke ulumon 1rt6'Eko /4'Elco Uurmm USE THIS FORMULA TO OBTAIN THE'ANCHOR ll6memAp988 Fj UIS' AppreGelor earex(G5)a."(G5) Scnnr(G5J Edge DNI6 o(Iny l' 2.112• P 2-t/r 3.110• 1' 1' 2.17Y 2" 3.116' Y 0.46• 0.54' 0324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedmml(in' 1-Y4- 1-Y4' 1-774' 1x14' r 1-1N' -U4• 1-114- 1-174- 1-1M• 21 I-Tw I-M, 10ras ACTUAL PRESSURE REQUIREMENT FOR THE 2Ah-Q4.75,Min.O.C.I Sleoad 0.r 09.1 aW(FIO.1), ]80W 3901. 4501. 690 Bw 1644 Rx 210 ifc 41. 740 Re 3741. 664 n. 9101. 3/1 ma 4421bs 500 be OPENING,WHEN IT IS LOWER THAN THE MULLION 4AncAon®1.15'Min.O.C.I SluWard(Or O1bet)alp(Fg.2), 460 bs Too b3 WA WA NIA WA A NIA WA WA WA 6121. 9851. 1120bs CAPACITY(FROM THE TABLE)OF THE SELECTED /A ®3'Min.O.O.I(2)295 AKIO pips l(Fg.3y 780 Ou ?Be 1m am b. 1560110. 1886lbs 610 rob IA 7001. 14111. BBO ba 1892 ID. 692 be OBS lm 1120 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR C.I U174.into,f00Al m.(Fg.4} WA WA WA WA NIA WA WA NIA WA WA WA WA WA 950 b CAPACITY WHICH MAY BE USED TO QUALIFY 1 Archer/F171p IFig.0} 195 We 195 Im 22S Im 44s Wn 02211 135 ba l Im 37011r 181 Im 372 w 47 . 1701M ?21 Im 260 be ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchs 1.15'Mn.O.CI F-qg Fg.B): 240 be 350%5 wA WA WA WA WA NIA WA WA WA 341 Its 442 We 560 bs ANCHOR CAPACITY TABLE. 11NC3DUC'f REVISED ,w COmplyina with the Florida Building Cedc►0-0219.D� FIGURE I: FIGURE 2: 1.250' Acmptanallo QO'!� TABLE NOTES: BNpumion Dala • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION f I ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • AI hodum 111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE. FIGURE 3: a 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260' •�:'.•'�(CI:NSF '•.fin i ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST �• ')r BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _`"i N0,;38705 IN PAIRS. q)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '100' �.TA GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL "J g li.! FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE • 8063-T6 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND A' •••Ff 0(i6t%{:•'•.c .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1,25'X 3.25'X.100' LL 10-1 q ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION X77 t�UN \t•�'�++�+ #10&012 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. A.[`?V*4LLek,RE. FL P.E.#58705 TABLE 10A Mullion Capacity Table 6beffe) 3:1 Opening Width(forvOdim"pammg mUlions)or Opening Height(for hori2onta9yspenfing mdlion9) G!g.~c So In 60 in 70 in 60 in 901. 100 in 120 in 140 in 160. p 1.26%324 R1claryWv TrepmianB. RecfarpJer TroPRrianB. RacfanwW Tmp?riang Ract aular TrepRd..g. Rrctrnpsdar 7,wrim R4clui9u4r TropUmil, Rrctmg lal T. Ung Rrclw9utrr T.PfTd.ng. Rrcbrgulrs Trapl7rim9. a Loading' Lordin Lording Loading Loading Loading Loading Loading lording LOadnp Loading LOrdn9 LnrdinB Lording lording Wdi�g Lo+dmB Lording oY U z.eu LL Alum.Tuba .� S m .� �': '5 9 �,. �' S 'B •�., 9 '�'+ >� .� '�,. 'E 'E.. .� 5^- '.. E �•, �' €.. E .r .: Mullion s �� e �� g deeB $ s�, a � $fig ae "r �� � fiEg � � € e� � �� � �� Q� N " " 1; g a a.5 g ag $.5 > "6 s g9 tovmmtu Q 42 In 170.01 620 1 170.0 435 170.0 744 170.0 410 170.0 SM 110.0 505 17001 992 170.0 619 110.0 1116 170.0 521 110.0 1210 INA 521 170.0 1460 170.0 621 170,0 17)5 1700 521 170.0 1987 170.0 521 J W 481n 170.0 IN 170.0 624 170.0 Bio 110.0 601 1)0.0 992 170.0 630 110.0 1137 170.0 661 170.0 1276 170.0 617 170.0 1417 170.0 660 170.0 1100 1700 660 159.7 1179 1700 600 148.6 1979 170.-3 6e0 S 50626 in 170.0 747 170.0 563 1700 096 imil 631 I70.o 1046 170.0 684 170.0 1195 170.0 723 I70.0 1346 170.0 747 170.0 1498 170,0 766 170.0 1793 110.0 766 152.5 1171 110.0 166 113.6 1877 170,0 766 In 54 In 170.0 797 170.0 112 110.0 856 170.0 691 110.0 IIID 170.0 761 170.0 1716 110.0 503 170.0 1134 170.0 831 170.0 1694 110E BSB 15fi.! 1769 170.0 161 131.1 1769 110.0 861 117.7 1769 170.0 M1 UJ �O 0 601n 170.0 885 170.0 701 170.0 1061 110.0 797 110.0 1240 170.0 070 170.0 1417 170.0 911 161.1 1511 170.0 996 115.0 1511 110.0 1033 120.8 1511 110.0 106] 1016 1511 1700 1067 90.6 1511 170.0 1063 F V (D J 63 in 110.0 930 170.0 745 INA 1116 170.0 850 110.0 1302 170.0 940 166.6 1710 ITD.0 1016 1792 1370 170.0 1076 125.7 1310 164.0 1057 101.1 1370 1619 1072 83.5 1370 155.3 1070 78.7 IND 165.3 1070 � a � 6fi In 170.0 914 110.0 109 170.0 1169 170.0 90] 165.6 1218 170.0 1002 1762 1748 165.6 1013 121.1 1240 147.1 1000 108.9 INS 139.0 989 90.8 1248 1]0.4 978 71.0 1246 129.0 976 68.1 1216 IM.O 976 Z O i co �> 72 in 167.6 1049 170.0 870 139.9 1049 150.2 692 112.9 1049 132.1 075 INA 1019 IVA 960 931 1040 109.7 846 B3.9 1049 102.1 838 69.9 1049 94.3 825 69.9 1019 912 B20 62.4 1011 91.1 620 = � g 76 in 142.7 941 149.1 822 118.9 041 1268 GDS 101.9 941 111.2 791 89.2 841 100.0 771 79.3 941 91.7 766 711 941 85.6 757 59.5 941 71.6 744 51.0 911 74.0 737 44.6 941 73.3 736 III_ 76 in 172.0 091 1373 783 110,0 694 116.9 161 94.7 891 102.4 767 02.6 694 91.9 740 17.3 B94 64.1 730 66.0 091 78,7 721 65.0 894 70.7 101 47.1 691 61.0 101 41.7 091 66.1 690 Q N 901. 65.9 611 68.1 596 71.6 671 71.9 585 614 fill 65.3 675 57.7 671 56.2 Safi 47.1 Ell 62.9 66a 43.0 671 18.0 551 718 671 17.1 639 70.7 fi71 39.7 531 26.9 611 37.9 526 (O Q N O 961, 70.8 590 77.8 621 69.0 690 6fA 610 60.1 590 53.4 508 U.3 590 47.6 602 79.7 690 17.0 491 35.4 590 ]9.fi 401 29.5 690 N.7 477 25.3 690 71.6 469 221 690 293 161 F x Z 00 p tOBIn 49.7 466 60.1 421 41.4 465 428 414 35.6 466 71.1 405 31.1 466 32.9 402 27.6 466 29.7 395 N,9 466 27.1 391 20.1 16fi 27.6 IB2 17.8 466 21.2 375 15.6 466 Me 370 � N rh ao� ill In !SS 411 46.7 400 382 411 39.3 393 323 411 34.1 301 786 441 30.2 ]B7 264 411 212 376 22.9 441 24.9 312 19.1 /41 21.6 363 ICA 111 19.] 356 1/.] 411 17.0 351 (L x Y 1201. 363 318 76.9 311 30.7 370 31.0 339 25.9 770 268 ]31 27.1 ]70 Z].T 779 20.1 770 21.7 ]16 te.l ]7B 19.5 bf 16.1 778 16.7 714 U Lo N Q 144 in 21.0 262 212 242 173 262 17.0 239 15.0 262 15.3 276 Q Q 2 z D.Nem mO s,0 TABLE 10B ' ANCHOR CAPACITY ADJUSTMENT FORMULA: -�y I mOf AnchorCopaclty Table(lbs) $ �a� (DP,,.)X/ANCHOR CAP.,,r,,,,,,,,,\ 31dn121fl 2.7k O7rcnle 35%Cmc. Hetotil CMU FOkd CMU PTWeoO Mdd l 1 ANCHOR CAP.,,, Nle Eho vJ'6S Elco Nle Eko tlr SS Elco:S=W(G6)5#c1" 10 Steel 812 Slee) 012 steel MULLION AnehorCllp Pdlam■ Arc7p type yte Bc0llaam Vr lUcoUAracon UlVacon s/tl;Elco uOam yr EkOUelacon App6ci4lor Uu6cm A9gn.Odor scfe9r(00)Screr((is) SCION P5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Clstarce n) 1• 2.112 t• 2412 3-11ir r 2-112 t• 2-112' 2 1 3-II8• z a.da• 0.x4' 0-324• CAPACITY REQUIRED'CORRESPONDING TO AN Embeona0 n taro' lar 1-374' tar 2' 1•1/4• 1-V4• 1.114' 1•vr1.114• 1-1/4' 2 149• tag' vales ACTUAL PRESSURE REQUIREMENT FOR THE 80 Dm 2Anclom@4.75'Mtn O.C.I 6I31d270 MCM CUP 09.1) 3s 390 450103 09003 164407 270 Ins 280 to 3:34 ms 7401bs 974Ibs 6671-33 as 95 SIt IDs 442 us Daolm OPENING.WHEN IT IS LOWER THAN THE MULLION , 4 Archers®1.15'MIR O.C,/Slagaal(w oMel)Cllp(T-)g 21 480 07 700 Me NIA WA NIA NIA 380 Me NIA WA Nu WA WA 682 H. 1315 oB 1126 9s CAPACITY(FROM THE TABLE)OF THE SELECTED 41Ips®3'MN,O.C./(2)2t5Argk Cep9/(nig3) 780 IDs IBD es WO los 1560Me 1G960ss 540 ins 560 as N/A T60lbs 748 one 680 We 1592 me 682103 185 ua 1t2owe MULLION.IT WILL YIELD A MINIMUM ANCHOR 9 ArchOls®0.5d'Mm.O.C.I U1;Op,hto.IDP Mm3. is 11MIA WA NIA WA WA WA WA N/A WA NIA WA WA NIA WA 95063 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arctnrl FC11p ffTg S)1 19506 105 bi 225 Ins 445 ft 822103 131, 14D 1s 177M 370 lbs 1579. 337 Its 4731bs 170103 221105 2901tn ADDITIONAL ANCHOR OPTIONS FROM THE 2 AncloR®1.lY MIA 0.C1F4:Y 6j 24003 350 Me NIA WA NM NIA 19D Ye NIA WA N/A WA WA 3/1103 442106 CSO Ms ANCHOR CAPACITY TABLE. I,ROYHICT RGVISEU 9s complying wish duo Floods A,Icipts Coln 16-a�1$,63 necepl0aYc 140 17�� FIGURE I: FIGURE2: TABLE NOTES: 1.260• Ex Ifatfon Dale 702 • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mans.pada produLy ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��\()p\'(k;, 1,1!(("1j��i FIGURE 3: !�' •'v(GEI'!Sg '.. ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' •i CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS I,IO �7)%0;f • BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND V '- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -�FIGURE 4: FIGURE 5: FIGURE8: BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624. 1 �. zJ. y I • • 6063•TBANDBEAMINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ''u ''•.!'CUf4lOE�'' (��:1 .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL % r4v ,""•• �" • ff ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25"X 3.25'X.624* �117� �()I'II\1.•\� • #10 8 N12 ANCHORS INTO WOOD MAY BE STEEL,16.8 S.S.OR 410 S.S. MULLION A.LYNNIMILLk P.E. FL REX 58705 TABLE 1IA Mullion Capacity Table pb.fle) O7penlny N1dth{7orWdicaYy-SperOdngmtli101M}OTt}penlnp Ne1ght{brhaAzo7te5yspanNrg mM6ons) ,xF so in 60 in 70 in 00 in 90 in 100 in 120n 1400 1601n 0{• sOi 125x3,94 Rectangatar T'Wition. Fud..Brtar TnpfiiorV Rideavelar Tnplydsag, Rocimpolrr Tapl(dmg. Ractangtar TaPRa4ng. Raci4ngdar Taprrdug. R.a vular V.Paneng. RatlangWar Tmpinianp. R'.'[ 'is, Tiaprhlsng. 4 � x24 Loafing lnadnp Loading lwduig lolling l.oadag afin 1g LoLowing Loafing L-Mg Lesko L"09 Wong LoaS g 10dirp Loading Laadng Loading AZ, Gni Alum.TubeT .: '_ .F .�_ .�• .. .. § �`,. S 8,. 9 .g �� 7; E� § 5.. �.-. $ �w .. '8 .• u�,. '8^. bT Mull osa s �a � �a � �a �a � ariaE �a � sa �a �a �a � fa � �a =@rasa z �� N 421. 110.0 lin 170.0 435 170.0 714 1 POD 478 170.01 866 1 170.0 606 170.01 992 1 170.0 671 770.0 1116 0&0 621 170.0 1240 170.0 621 170.0 1488 170.01 521 tlee 1735 1700 $21 110,01 1983 1110.0 621 8 JC"j 11 In 110.0 101 INA 524 00.0 850 110.0 561 170.0 992 1704 530 170.0 103 170.0 661 POA 1276 170.0 677 170.0 1411 1700 660 170.0 1700 110.0 60 Vile 1903 170.0 680 170.0 2267 110.0 660 60-629 in 110.0 747 110A 60 Imb 696 110.0 631 1704 1046 170.0 684 170.0 1195 110.0 123 110.0 1345 170.0 747 170.0 1494 1700 766 170.0 1193 170.0 766 1i0A 2092 110.0 756 fN.D 2391 170.0 756 s 641. 110.0 197 170.0 512 110.0 956 1700 691 110.0 7116 170.0 764 1104 1216 110.0 607 110.0 1434 110.0 037 170.0 15W 170,0 066 11&0 1919 1100 661 Vile 2231 1100 651 160.2 2403 170.0 061 LU 0 � 6010 170.0 855 170.0 701 170.6 7063 710.0 741 170.0 1240 1700 070 I7p.0 1117 170.0 9/4 110.0 1694 110.0 9% 170.0 1771 170,0 1037 170.0 2126 170.0 1063 118.3 2763 170.0 1053 129.8 2167 170.0 1067 p 63 in 7700 93a 110.0 146 1134 1116 170.0 060 170.0 1302 170.0 940 110,0 1400 V0.0 1015 1700 1613 170.0 1076 U01 196S 1104 1122 1669 2060 170.0 1t69 1345 2060 1700 1111 177.1 2060 170.0 1171 2 W 661n 170.0 1T/ VDA 769 Wall 1169 110.0 903 110.0 1364 170,0 1002 170.0 rise 110.0 1096 Pall 1753 110.0 1155 170.0 1940 170.01 1210 1470 1966 170.0 1216 1220 1966 110.0 V86 101.2 19% 1111.0 1286 7) EL o m S,r„ 72 in 110.0 100 1704 678 7700 1215 170.0 Ion 170,0 1469 110.6 tf2fi 110.0 1760 170.0 12M 154.1 1134 170.0 1315 06.1 1734 169.6 1386 1164 1734 1669 tau 49.1 1734 IWA 052 061 1734 110.2 1362 Z Min 110.0 1122 1100 937 1704 1316 1704 1080 106 IVA 170.0 1209 NIA 1556 1651 1285 131.1 1556 1115 1266 117.9 1656 141.3 1261 903 1656 128.3 1229 542 ISS; 122.3 1219 73.7 1656 121.2 1216aZ 7910 170.0 1151 170.0 961 1N.0 1351 170.0 1116 155,0 1177 169.7 1216 136A 1471 162.0 12V 121.2 1477 139.1 17x6 109.1 1477 129.6 1191 90.9 1477 116.9 1169 77,9 477 110.8 1158 68.7 1477 109.3 1164 9010 142.0 1119 146.5 966 116.4 1110 1239 968 I. 1110 107.9 261 50.0 1110 %.3 936 78.9 1110 07.5 922 7L0 1110 00.1 Oto 691 1110 71.3 891 60.7 1110 66.6 878 44A 1110 82.7 070 � � et N 9610 117.0 9r5 120.3 072 97.5 975 101.5 866 83S 915 BO.3 N2 132 976 71.5 On 664 975 71.2 617 665 976 650 BO7 188 976 STA 709 U.6 975 67] 776 M6 976 49.3 761 Q Z F X 1 o;"5 ..0 1001. W73017J 60.6 771 70.7 68S 68.1 711 61.3 674 510 711 64.7 661 467 771 49.0 fi55 41.1 771 4(8 617 71.3 i1f 70.0 632 29.0 771 75.0 6?1 26.7 771 370 617 4n W N o III is 1 63.1 730 660 660 64.1 130 563 640 4t,3 770 41.4 677 421 730 {6O fi22 37.8 730 {f.l 6111 31.6 730 35.6 600 27.0 T3D 31.4 569 277 730 295 661 Uj 4'7 120 in 9 {9.9 624 61.2 660 (!7titin 70.9 433 240 395 24.9 133 25.4 }90 25,7 433 22.01 383 79.3 433 20.0 381 1).3 433 102 370 Q z 0 0 d zm0 0 TABLE 118 Anehor4apnclty Table{lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: a iq CaP.,, ,� '2 SaD6t21a 2.M Coixre4a 36x COIx. NOIbx CA/U FlaaOCMU pTWaoe M9at (DF,,,,)XANCHOR� �=ANCHOR CAP.,,, 6716'E10o 714•SSE1c0 3'f0'Ek0 11r9SEkO atO31eY 4112811001 91284aid MULUONCAP.,,,,,,,,, AnchorCilp Palt3ma Anchor ` 3'1s Eisa 78uacm vt•Expuarecm um.En arts Elco UBracen ill'Ek.Ulnicgl Agpocaar u6racm a0gn7CJd0r Ssrex(05)saka(G6) acrcw(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR E aslaice0n) r 2-Nr I. 2-v7 3191' r 2•V7 11 2-117 2' 34,11F r 0.41• 115r 0.320 CAPACITY REQUIRED'CORRESPONDING TO AN Emtmnmt n tau^ I've 1x74' '144' 2• 1-1/4' 1-vr 1-u4' 1.1/r av4' 1-tIr r 1-n- tarir vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anatom Q 476'Nim 0C.I Staid= ODSel CIp a ti ago os 390 ms 456 Ess ®Das 1 44W 270 r7 280 t s 364 Du 740 IM 714 ms 6611: GIs k1$ 341111$ 442 to 660 RE OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ancbsn Q 4.IV MU O.C.18tarward(m Olfist)CIP O'782) 00 ih 70018 NIA WA NIA WA sm Bs NIA WA NIA WA WA 619200 05 Me 1120 118 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arxhirs®3'MIn O.C./(2)216 Afple CIPS I(no 3) 780101 70D gn 680IDS !Nor- 7586th 510 me 6W Its NIA ISO Its inns aeon 1692 W, 682 ns BBs la n2DMS MULLION,IT WILL YIELD A MINIMUM ANCHOR 4Aa '00.54'M/I.O.C.lU.Olp,W1o.100'AWm ft 41 NIA WA NIA NIA NTA Nu WA NIA WA WA WA WA WA WA Im m CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anct"IF-C6p(Fla 4 195 ns los to 2250 445ke 522lb3 1350 tm fie ars 370lb6 161 tis auks 473 Me 170 IDS 221 ws 2BO W5 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anclms t.tg has,O.CiF 2m ns 3511 toe NWA WA NIA N/A 100 Be N1A WA INA WAI WA 341 ni 1 442 lbs I We Be I ANCHOR CAPACITY TABLE. PIJODUCT RGVISG73 a1/complying with Ibe FI W& FIGURE 1: FIGURE 2: Buil1'250' Ascding"a�Co-e'32L8'o3 TABLE NOTES: Ex I.'on Dale i � 1 i ~ 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. Mi Dada product 1111 .1111111!/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,�ti a•( tY(rW/al 7/i� FIGURE 3: 3.901• j' 't��r�`'•1CvNS C�{=11,x' ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE �•c;: v CUP 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. p4.,58705 IN PAIRS. SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND . (}' GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �) lU FIGURE 4: FIGURE 5: FIGURE G BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '}� IfA50r­ 4) !G1' « 8083-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .6241 '�'tT�'•.,IcL UH15?�;.•'('��. w i ANCHORS INTO METAL SHALL EXTEND ASTEEL LEAST 3 SCREW THREADS BEYOND TCK AND HE MATERIAL, i 1510�fA% il%-`,`' ~ 1110 8 N12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. 1.25'X 3.04'X.624' AIVNNMII. R',P.E. MULLION FL P.E.#58706 TABLE 12A MU11162Sa 2actty Table Ibe)'(t2 c r'2 11 4 OpeningWldth(forveftcaly-sparf74ngmulions)orOponingHolght(forhori2orde1y-sparal mulllone) � 3 30TH 60 in 701n B t. 901. iD6In 120 in NON 1801. 749 Rxtmautm TIaPTd.V. Rcclangdm Traprrdana. Rectangular TrelYTdarp. Rectanguar Tra7JTdong. Ftaclangdatj n. ReaU 8665 2114 X.26 iaadnp reading Loading to-.b taadn toad lee 0 •16da Tom ' 17"Ima'Bm TwTnanq. Recwoar Tte)Y7nang. Rect•ng" Tr4pNi 0, Ajum.Tubg Lading, dw Loading Loadrp0 Loading Loaft Loading L-d.9 Loedn9 Loadng 188400 Laedn9 Y4 Mullionlei e � Tm, � I,, Timi _ liaa 42In 170.0 820 170.0 435 1704 744 170.0 470 170.0 066 170.0 608 1700 BP2 170.0 519 110.0 Isla 521 170.0 1240 170.0 521 170.0 !IBB 170.q 021 170.0 17}5 170.0 621 770.0 1963 170.0 521 z 18N 170.0 7Db 170,0 52i 176.8 630 170.Q 66 1700 992 7700 630 I70D 1043570.0 56f 170.0 1275 77 170.0 1417 170.0 880 i7o,0 17W 170.0 ea0 170.0 Im 170.0 880 170.0 2281 170.0 6911170.0 7{7 170.0 603 170.0 896 1700 831 1704 5048 1700 804 7700 1195 170.0 723 170.0 1345 747 170.0 1484 170.0 758 170.0 t79J 570.0 760 Ono 2092 170.0 760 1704 2391 170.0 759 64N 1700 767 170,0 ei2 179,0 950 170.0 091 1700170.0 003 170.0 1434 837 110.0 1594 1740 900 1700 1813 170.0 881 170.0 2231 170.0 961 170.0 2660 170.0 861 W O70.0 bei 576.0 IOi 170.0 1003 170.0 797 170.0 1240 170.0 870 170.0 1417 170.6 944 170.0 1604 % 170.0 1771 t730 1033 1704 Zt25 170.0 1063 770.0 2470 170.0 1063 160.6 Zeao 170.0 7063 (1)31N 170.0 930 170.0 745 170.0 1118 170.0 050 170.0 1302 170.0 940 170.0 1408 170.0 1015 1704 1873 078 170.0 1859 170A 1122 170,0 2231 1704 1169 188.7 266] 170.0 1171 146.0 2b53 170.0 1171 WN 170.0 071 170.0 760 170.q 1188 170.0 BW1700 fJ0/ 170.0 1002 170.0 1556 170.0 1008 170.0 1763 155 170.0 1945 f70.0 1210 170.0 2336 170.0 1275 161,9 2437 170.0 1260 iJ2.9 2.037 170.0 120.0 2 1700 1065170.0 870 1704 1276 270.0 1009 1700 tiBa 570.0 1128 170.0 1700 110.0 1220 170.0 tgl3 . 316 170.0 2125 170.0 1307 146.6 2184 570,0 5488 524.0 Z16 170.0 1528 109.2 2184 170.0 /530 ? U a`I 78N 170.0 1122 170.0 037 170.0 1316 IT6.0 1[180 170.0 1070 170.0 1200 170.0 17114 17D,0 13'72 165.1 1960 170.0 1421 146.8 19% 170.0 1605 123.0 1969 181.0 160 1061 1960 104.0 1535 92.9 1880 1627 1531 5 WW a .7 701. 170.0 1161 170,0 087 170,0 1391 110.0 1118 170.0 1011 170.0 1250 170.0 1&2 170,0 1309 162.7 1001 170.0 1474 1}7.4 1081 163.1 1600 1N.d 1601 117.3 1473 902 1881 130,6 1459 66.9 1681 137.6 146 Q J 901. 170.0 1328 174.6 ISN 7{0.! 1396 7630 5239 127.8 t3Po 138.9 1188 111.8 1398 121.3 1579 99.8 1390 110.2 1182 09.0 1396 101.0 1147 74.6 1398 694 It22 0,9 1306 02.7 1105 $5.0 1398 78.9 7098 !- J Q O OBN 717.1 1228 161.5 1088 122,8 1229 127,0 1078 106.3 1229 111.2 1001 B2 1229 639 1041 01.9 1228 98.8 1429 73.7 1229 621 1018 61,4 1228 72,2 993 62.7 1220 BS,B 677 48.1 1228 62.1 987 Z O 00 ig8N 103.6 D7t 105.8 071 88.1 971 69.0 862 74,0 071 77,7 60 ei.7 671 80.4 a37 626 671 01.6 626 01.8 q71 56.5 615 43.1 971 404 796 1 37,0 971 444 782 324 071 40.0 771 til N� 08- iti N 95.4 qip qT.1 832 78.6 919 61.9 ato 60.1 019 70.9 608 64. 978 829 794 5}0 479 58.7 784 47.7 019 61.8 774 39.7 910 44.8 760 34,1 019 402 742 28.6 919 37.1 732 W ' 129N 76.6 708 78.8 718 02.9 708 6.6 ]OS 634 7M 50.0 865 47.2 780 49.4 Bao 41.9 788 44A 077 37.7 768 66 40.5 6 31.6 788 K,q BSJ 27.0 709 31.0 811 2J.a 768 25A 031 K T V tN Inj 43.7 1 Me 144.2 1 504 1 34A 1 548 1 37.0 1 40813U 610 37.0 491 27.} 648 26.2 405 24,3 648 26.3 470 21.8 648 22.9 171 502 010 19.5 464 15.8 548 122 456 7S.T 648 16.5 40 U x Q TABLE 128 Q N z 0 0 ANCHOR CAPACITY ADJUSTMENT FORMULA: n• m� AnchorCa acl Table[[ba) O s.0 sum0ale 2TaCarcnta abkca . Naw,.tMu ANCHORCAP.,,�„y, - `n(� FBkdCMU PrwaC µsal (DF,)X{ )=ANCkOR CAP­ IJ Typo. 5'16'ElcO Upracal V4'Ek0U8mcOn 91E EICO y16•EI[O UOtactn V4'Ek0U9recon Ild'SS EkO 5/16"Ek0 1/M SS Elco 810 Sled MI291a1 Mfg Sled MULLION CAP"o""' Anchor Clip Panama ualacdt Ag9oGaw U6raca7 A99MOAM sc"(C�su"(G5) Sctw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eaga pslarce pn) 1• 2-tr2• p 2.112 stla I. z•trr t• 2.112 2 3.116^ 7 0.48• q.s1• o.s2c CAPACITY REQUIRED*CORRESPONDING TO AN Embednml. tau^ ia,'4• rata• faro• r t-u4• 1-114• 7474• 1-11r 1.1/4• 1 7.174• 7 I-w 1-&04 12na1 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anctp9s®475'AOR O.C.I SladMd 0f09;ei CIIP(F1g 162) 3BO Iba 1 39015 430 les ago ms t6H Ns 210 In, 280116 36103 74015 374 p16 66415 918 98 341 b5 44215 560 ma OPENING,WHEN IT IS LOWER THAN THE MULLION /ArctNnQ 1221O.G/Slts.flrd(a011a4C6p1F19.3) 74D 106 74D ft Me ma t4851m 1424 to NIA 680106 WA 1175106 NJA OBO to wA 682158 605!06 N201m CAPACITY(FROM THE TABLE)OF THE SELECTED 6Aatta3�i.7rMtrto.G./S1d1a7m(aaaepcl QIg4T 1185063 ou 756 no 104615 WA NIA 705va NIA no NfA WA WA 1022(06 1327im t603ma MULL70N.RWILLYIELDAMINIMUMANCHOR 4Arcmn�3•Mm.O.C./(2)2r6AIple C9Ps/(Fl.5y Tallms 7 5 600101 1680 Na INS ms Dos SBO Im N/A 780106 746 ms 663106 tam pa 682 ms 035106 1/2068 CAPACITY WHICH MAY BE USED TO QUALIFY 6Arct35n 3•MN.O.Ct(l)2p5Arp@Caps7tFl0 a 1170w wome I020ms 2}-4005 2644 On 0 840k6 N/A tf40a 1122♦a 132gfns 2930 ne SDz2tbs 1327 cs 1690 ax ADDITIONAL ANCHOR OPTIONS FROM THE 3Andnn®1.96'MN.O.G,1 U-0p,W0.125 Alam.(Fla 73 IIIA WA NIA WA INA NIA WA NIA WA NIA WA WA NIA WA 079 ANCHOR CAPACITY TABLE. 6Arttnn>�0.61'Mm O.C.I U427p,lnt0,12Y Ahun.(F s) WA WA NIA WA WA NIA WA NIA WA tUA WA WA NJA WA 21 9m PRODUCT REVISED 2 AlKtOm Q 266'Min O.C7FCtlp(R9 9} 370063 370 ms 315 ms 743106 712 ca NIA 28015 NIA 34a Im NIA 440 ka IVA 311 ms 442 ms 660106 ac complying with Ym Flt7ltd• 3AILtmU1.7YMh O.Gt Fi3m n,1% 444 ms 5250. 379ms 97304 NJA NIA 35315 NtA 599706 NIA WA WA 64tH 66dffi 810106 Nu77du1g f�da 1111-027$,0 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANC HOR VALUES AS THE STANDARD CLIP. Acapimtw too 9J CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Fxpimtt AM.. FIGURE 1: FIGURE2: FIGURE 3: FIGURE4: ---2.000• B7.061ENOTES' Mim7j/ • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR • • • • • GENERAL INSTALLATION METHODS. FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLO'NABLE. 2' ,•;'( • s Jt • X60,_ 4.000' l,ju !10705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED IN - - THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE J/ g LOCATIONS. r/`�i+ FIGURE 7; FIGURE 6: FIGURED: FIGURE 10: "f),% ICOF i �' (� • •• ♦ • ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ' FLOR111f:•'•, (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. '��4;'S, •"•••...• rY•,.'G ti .. • MUST BE USED ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125"THICK,STEEL STUDS TO BE A MINIMUM GRADE 33AND.045-THICK(18 2'X 4•X.25'MULLION �LY�51{ J�l)., ` P.E. 1N PAIRS, GAUGE),STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 7NONI)vrMILV. 'st •• •• • 5_d.�J THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S,S. A, FL P.E.#58705 TABLE 13A Mullion Capaotty Table IbefW ® � Oponing Width(for\ertica*sparlring mullions)or Opening H•Iehi(for)1ori2ords*sparrirg mullions) 501n fig M 701. 80 in 00 In 1001n 120 M 1401n 160 in Recian er Tre d ReclanOd.r Tm dare. R. ar Tep'rd.ng. Raclengtlar Tm don Raclen ler Tr. an. Rede gul pR arq. pR 1e^0l pR W gu pRd B nWar RepRdang RalonOler TraprTdori9. R•dar�9uar Ti.TraplTderg. Reclo�Mr Traprfdenp. pp kiYa 2 x 1171.26 Loading Loading Leadng Loadng Loadng Leaang Loading Loading Lneduq Imang Loading Leading Loading Loading Loading Loading Loafing Lowing Alum.Tube Mullion co 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 666 170.0 500 170.0 902 170,0 619 170.0 1118 170.0 521 170.0 1240 170.0 521 1170.0 1488 170.0 521 1170.01 1736 1 170.0 521 170.01 10821 170.0 521 1 0 45 In 170.0 706 170.0 524 170.0 850 110.0 684 170.0 002 170.0 630 170.0 1133 170.0 881 110.0 1215 170.0 671 170.0 1417 170.0 000 170.0 1700 170.0 600 170.0 1883 170.0 880 170.0 2267 170.0 8110 50.625 In 170.0 747 170.0 503 17D.0 899 170.0 631 170.0 1048 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 750 170.0 1703 170.0 756 1704 2002 370.0 758 170.0 2301 170.0 756 W 0 a 54 b 170.0 797 170.0 012 170.0 950 170.0 801 170.0 1110 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 531 170.0 1594 170.0 056 170.0 1913 170.0 661 1704 2231 170.0 861 170.0 2550 170.0 861 p O 60 in 170.0 065 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 876 170.0 1417 170.0 044 170.0 15% 170.0 990 170.0 1771 170.0 1033 170.0 2125 170.0 1083 110.0 2478 170.0 1003 170.0 2673 170.0 1063 F=-• imp J 63 k 170.0 930 170.0 745 170.0 1110 170.0 550 170.0 1302 170.0 940 170.0 1488 170.0 1016 t70.0 1673 170.0 1076 170.0 1850 170.0 1171 170.0 2231 170.0 1160 1704 2803 170.0 1171 170.0 2075 170.0 1171 68 In 170.0 914 170.0 789 170.0 1189 170.0 907 110.0 1381 170.0 1002 170.0 1658 170.0 1688 170.0 1753 170.0 1155 170.0 19{5 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1258 170.0 3117 170.0 1268 Z S72In 170.0 1063 170.0 678 170.0 1275 170.0 1008 170.0 1400 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1557 170.0 2550 170.0 1488 170.0 2976 170.0 1628 170.0 3400 170.0 1530 L) 711 bn 170.0 1122 170.0 937 170.0 1718 170.0 1060 170.0 ISM 17D.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1{21 170.0 2243 170.0 1505 170.0 2892 170.0 1829 110.0 3110 170.0 1691 170.0 ]589 170.0 1705 J a. u Z lain t70.0 1151 170.0 067 170.0 1381 170.0 1118 170.0 1611 170.0 1250 170.0 1642 170.0 1389 170.0 2072 170.0 1474 170.0 2302 170.0 1684 170.0 2783 170.0 1700 110.0 7223 170.0 1777 170.0 3883 170.0 1788 ¢ 117 r .�- ~ O go in 170.0 1328 170.0 1144 170.0 1504 170.0 132a 170.0 d1659170.0 1106 170.0 2126 170.0 1653 Wilk 2391 170.0 1793 170.0 2656 170.0 1916 170.0 3168 170.0 2125 150.0 ]41] 170.0 2273 138.5 3413 170.0 2381 Z0Bg In 0.0 1232 170.0 1700 170.0 1434 170.0 170.0 1622 170.0 2287 170.0 1704 170.0 2550 170.0 1852 170.0 20]3 170.0 2005 160.0 3199 170.0 2330 137.1SIBS 165.5 2170 120.0 J18B 150.1 2426 N106117 0.0 1409 170.0 1813 170.0 1641 170.0 170.0 1570 170.0 2560 170.0 2078 1644 2761 170.0 2271 148.3 2161 181.8 2333 123.0 2751 140.4 2201 105.9 2781 125.9 22]4 82.7 2761 118.0 2100 U1 LU 1111n 170.0 IBSB 170.0 1454 170.0 1968 170.0 1700 170.0 170.0 1932 170.0 2821 170.0 2149 151.6 2032 1523 2245 136.6 2632 148.4 2216 113.8 2032 128A 7186 07.5 2032 115.1 2128 65.4 2832 108.7 2008 Q'120117 170.0 1771 170.0 1586 170.0 2125 170.0 1868 154.4 159.0 1091 176.1 2252 141.4 1981 120.1 2252 127.2 1976 108.1 2262 11Q1 1016 90.1 2252 89.8 1872 786.9 1838 81141n 125.1 1684 126.5 1445 104.3 1584 108.1 142591.6 1407 78.2 156{ 80.7 7590 08.5 1681 72.3 IJ77 6Z.6 159( 65.7 1356 521 3581 58.0 1330 41.7 1581 49.2 1705 ]B.1 1584 34.4 1261 Qa gin Z vO TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: q� Anch,rca acl Table fibs) ANCHOR CAP.,o,,., S 0 0 6u.l.le: 2.7h C-le 3.Sa Canc. Hdlow CMU Fluad CMU PT Wood Molal (DP,,,)X( >=ANCHOR CAP.,,, 5110•Eko 114'SS Eko 615'E W'SS Elco •10 SLd #12 Sleel •128tod MULLION CAP.,,,•,,,, Anc.r Type: 3118'Eka UlaScan 1/1•Eko Uluaaan 3116'Eko LRUKon 1!4'Eko UlBacm AnehorCllp Patteme Ula.con /4'SS El.r uw.cm ApgreGakr screw(05)screw(OS) Screw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Di.tonce(M). r 2-Irr r 2drr 3-111• 1• 2-W r 244 r 3-118' r 0.48- 0.54• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN Emb.•nmt(In): 1-314' 1-114• 1.34• i-V4' r 1.14' 1.04' 1.14' 1-14• 1-14• 1.1/4• r i vir tale' wrie■ ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnchomC4.76-Min.O.C./Standard mOfbet COp(Fq•16.21 3900. 38004 45003 8901. 1611 Ib• 2701be 2601. 35400 7400• 37410 6341. 94603 3411. 4421be 560 the OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchom 0 4.86'MN.O.C./Standard W bel)Cop(Fig.31 7800. 780 f. 9001. 17801. 323203 540 t03 5601. 708 0. 1480 lb. 7481. 1272Ibs 1692 Me 652 0. 6951. 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED 8A.h-Q1.71'Min.O.O.Isterma(.rOm.OClip(Fig.41 11801. 1400113 10101b, 25951. WA N/A 9m1be WA 10651. WA WA WA 13639. mol. 2245@3 MULLION.IT WILL YIELD AMINIMUM ANCIIOR 4 Anclxe 0 r MIn O.C./(2)2x5ArGM CLp3 I".Sj: 78000 78005 66003 15601be 18900. 5400. 6801. WA 780 lbs 7451. 880 lb, 1802 Ib. 882m gas lb. 11201. CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anlctwa 03•A6.0.111(2)215 A"Olga I(Fq.ay 15��Iha 156003 131501. 3120114 319208 1080 lbe 1120168 WA 15201. 14901. 176011. 37641. 13630• 177516. 221016. ADDITIONAL ANCHOR OPTIONS FROM THE 12 Arncl.o L6•Min.O.G/(2)235 Angle Gips 1(Fq•7): 1680163 21001. 144000 31801. WA WA 13201. WA 15001. WA MA WA 20450• 2&541. 33601. ANCHOR CAPACITY TABLE, pI(UOUCI'REVISIID 4 Anchata®1.34'Min.O.C.I U121p,h1o,125•AW.(Fq.B). WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 11301. as compl)•iuX with Oro F1o44� a Amh-a 0.54'Nn.O.C./Utllp•010.125'ANm,(FV.B1 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2881 M4 0 1�2.000•--( Goik.+.g Code 16-OZ18.d3 2Anchae04.69'86a.O.C/F-Chl)(Fq.101: 39000 3901. 4501. 89003 1810x. 2701. 2801. 33103 740th 3141. 6791. 948011 3110. 44216 6801. Acceplwnw NO 33 4 Anchon, 1.71'Min.O.0/F-Wp(Fq.111 59016. 70000 6051. 1298 lbs WA WA 4701. WA 5339. WA WA WA 66200 0115Ihn 1120M 250• inU Dale -w�� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: D Y Mia. do troduA' FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • • ) LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �� . 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. B.OD0. . \`I.1)Sr ••Q / • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 511'10I; • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. b f)'- ANGLE /"��7' G1111 • • • • • • ••• • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED )�. - ;;�•,\TLOp (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM PgO.WOOD SHALL BE PRESSURE-TREATED %a�('• '•.,F(OFI1D7",•'•(i • • • • • • • • 6'7) YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.126' MUSTBE ,�i �S'�.'•••.•• • • • • • • • • USED IN THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO rll�I()�\I f•,�.1\\� PAIRS. BEAT LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X 0'X.25' A.LYNN d1tILL6,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.#56705 TABLE 14A n Mullion Capacity Table 148161 OponingWldeh(tar+.eNcetty-spasrirgmtAlens)or4ponlngtietght(forhadzantafry-spamtnOmldtons) < 601n 60 In 70 In 00 in 901n 100 N 1201n 140 N 1601n RaUatgWar TrayTrtaro. Ractargutm Trop7Tdaro. Roulargutar ,tap'Tdaa+9. Rectoroutar Trap/Tdero. .1 of Tcapt7nagl Rauongcaar Trap7dmp. Rcotarlpdar T-Padvai. Rectaroutar Tnpt7rW g Redargutas TrapfTnang. o 128"x 2.11" Loxllro LAa(kre Loadag t.oaatrR Loodkq Inadlre Loadrq Loading Lowing Loadiro Loadirq Loadkq Loadiro Lwx9re Loadtiq l.m6rip LoadNp loadiro i K x.124"Alum �x Tubo Mull1 16 J03 �� �" � �� � �� � � �� � �p�` �� �� � � � � •�� � �` � ��" � � ,, �` � 421n 1442 528 167.0 428 12(12 526 14a9 119 1010 626 138.9 414 9Q1 626 134.5 411 80.1 616 134.1 411 721 We 134.1 411 80.1 628 134.1 411 51.5 629 174.1 411 45.1 526 1341 411 {BN 96.6 407 10a0 333 8Q3 403 84.7 925 69,0 1W 86.4 320 60.4 103 61.4 317 6J,7 4W 78.1 316 4a3 407 Me 3N 40.J 403 79.6 314 34.0 403 TQa 31{ 3Q7 407 76.8 314 S 60,625 In 923 362 9f.0 301 58.8 382 79.3 194 68.8 362 71.8 289 47.5 382 872 288 45.7 362 a{.8 284 41.2 361 616 283 38.3 38'2 63.6 297 2a4 362 83.5 283 26.7 382 63,5 263 2 { 54 N 57.8 316 74.1 267 E6.6 319 64.2 261 1a5 310 67.1 268 q24 718 5J S 263 37.7 318 50.6 250 330 $16 49.6 249 28.3 318 49.1 240 21.2 3i0 49.1 248 21.2 316 49.1 246 ILL p 601. 18.5 258 63.1 2t0 41.2 258 45.7 214 353 269 4003 ,7 210 30.P 268 37.2 207 274 258 3i.9 204 24.T 256 33,4 203 20.6 258 32.2 201 17.7 256 322 201 16.5 258 32.2 201 V $q 97N 427 234 45.6 200 350 234 19.1 195 3a5 234 347 192 26.7 234 31.6 158 23) 234 28.4 168 21.4 234 290 194 77.8 234 28.6 163 75.3 T34 tab 18.7 114 234 34.5 183 i SfiN 37.2 21J 19.1 183 71.0 213 337 17B 26.5 213 28.9 178 Z3.7 217 27.0 173 20.6 213 25,1 170 16.0 213 237 169 15.5 213 22.2 19T 13,3 213 720 165 11.6 213 21.0 188 Z 72N 29B i79 30.i ibS 23.9 tJ9 25.8 162 10.4 i79 275 749 17.8 1T9 20.3 t4T 559 t79 18.7 145 ..7 70N 2A.3 1B1 244 140 20.3 161 21.0 137 17.4 781 19.0 13S 162 161 17.0 f37 701n 225 162 23.5 111 196 152 19.9 131 M 152 17.5 128 TABLE 148 Q N o Anchor Gptel Ttbl68btl ANCHOR CAPACITY ADJUSTMENT FORMULA. sualrate 2.7k Cotn:te 3.Sk coot. Rogow cktu ANCHOR CAP. _ F4-• T 2 ..O treed CMU PT Wont Motal (DP}X ANCHOR CAP.„„ rt} 5/16•Ekp 114'SSEkot-v� Ek0 VI'SSEko #tested tl1281ce1 0128tce1 MULLIONCAP.,,c,,,,,,� .:A Anchor type ffi48•Eko lutt7cm 1tM Duo UDram 3715•EkoUaracon UY Eko tnUacm 7A N AnchorCltpPllWmk Ln"'a AppeWar con AigNator sum.lcat}scro4{c5} sumwgl6} USE THIS FORMULA TO OBTAIN THE*ANCHOR � YC Y X Egfe 01s1arca6n} 1• 31/1• Y" 2-trl• 3-v6• t• 2-trl' 1• 312' 2" a' z 0.49r o.54• a.371' CAPACITY REQUIRED"CORRESPONDING TO AN U) Embaonmi M1 fa74• tau tare tato• 2 t-va• t-VA1-174• 1-t74• 1.114• z tat' 1.3'8' vase, ACTUAL PRESSURE REQUIREMENT FOR THE CV ?„ 4A/tMn®3'MInO.C.I(1}2k5Argk r 780149 7b0Ws 193011a 15®45 y806Pa 540 ms 7601Ds wA 74Aitn 7a11xi 66oae t0B29c 692 N, 805 D8 14a9we OPENING,WHEN IT IS LOWER THAN THE MULLION Q ,r p p CAPACITY(FROM THE TABLE)OF THE SELECTED U) MULLION,IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY f�:,,3IQ;.AL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABL.. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. "1.288"'"'� €;RCOUCT REVISED us complying with uw M1rkh 2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS 1S ALLOWABLE. � Duitd01g Corfu FIGURE 1: A-ptm w M((4rlJZ1dS••e 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Bkpm uiDR /IQQ) M HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.11 6• By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. M Do& ANGLE CLIP MUST BE USED IN PAIRS. 125, 111 I I I I I I 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED r CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED -f.125" \�LtU.�{ YELLOW SOUTHERN PINE WITH AN SO OF Q55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.126• 1 tti;•'�yGL•NSE �'P i, THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL.STEEL TO BE AT 1.26'X 2.11'X.125'MULLION Q LEAST.725'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) = �:: N0'.'1;8705 THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 B.S.OR 410 S.S. -13 F1. SNTL 01: CJ�Jpt01210i". C.,; �t/7�1C?nIA�•�1�. A.LMUM LtW P.E, FL P.E.#58705 TABLE 16A $^ r Mullion Capacifty Ta blo Ibeel Opening Width(for vedicaOy-9pannirgmUltors)orOponingHeight(for fndzortaty-apamingenwionif) c! $`x 501n 601n 701n 801. go In 10001 1201. 1401n ISDIA O Reetmgilw Traprnlang. Ra bvOtu T14tY7nanD. RealaMaau Ttap77dm9- Rectanpder 'Repitian9. Rectangular Trep+7iim9. Redenguter Tiapadma- Ftaclangulw Trep`nfan9, Raclevau., Traprrdanag, Rrxtenow. Troptil" 4 3,25"30 Loading Loaning Lwdng Loafing Lmdng l0adno Lowdng Lending 5n4deq Loafing Lowing 0-ft Lowing Loadn9 LoadnD Loedn9 L."m lowing AL m, BAY MULL T r$� �' �• � � � � � � � �• � � � � � g � � z 42 in 170.4 020 170.0 433 170.0 1 744 170.0 478 170.0 868 170.0 SOS 1709 882 170.0 518 170.0 1114 170.0 621 17011 1240 troll 521 t70.0 148S..170.01 621 170.0 1733 170.0 521 148.1 1740 170.0 521 40 In 170.0 708 170.0 624 170.0 850 170.0 564 110.0 002 170.0 030 MA 1133 170.0 661 170.0 1275 170.0 677 170.0 f417 170.0 ON 1622 1522 170.0 380 130.6 1522 170.0 660 IM.2 1622 170.0 600 � a � 30.825h 170.0 747 1709 563 1709 88B 170.0 031 170.0 5046 170.0 884 17ol) if9S 170.0 723 170.0 1345 170.0 747 104.2 1443 1709 756 MI) 013 170.0 758 ii7.3 t443 170.0 I'M 102.8 M43 110.0 750 IU O 641. 570.0 787 170.0 612 1709 958 170.0 491 170.0 flip 1709 704 170.0 1274 170.0 803 140.4 1353 170.0 037 144,3 1353 170.0 858 1203 1353 170.0 OSI 103.1 1353 170,0 Mi 902 1363 170.0 obi 17] 601. 170.0 085 woo 701 170.0 1063 170.0 747 167.0 1216 170.0 670 148.1 121a 170.0 944 128.8 1210 159.8 06 110.9 121E $at 924 97.4 1218 148[1 913 83.5 1218 14403 913 73.1 1218 14a.1 913 � � t0 J e3h 170.0 830 5700 743 170.0 ills 170.0 450 150.2 IMO 188.8 933 151.4 5180 163.0 914 118.b 1160 141.9 898 105.1 1560 134.2 488 67.3 1150 128.7 871 76.1 ti60 12E.2 810 03.7 1160 Y28.2 ETO ' 0- m 60 In 170.0 974 170.0 lag 152A 1046 166.0 001 130.6 1044 1484 004 114.3 1048 733.1, 664 IMA 1046 123.4 Off 91.4 1048 1t89 630 70.2 1048 400.4 1121 603 1048 100,2 018 57.1 1018 1062 016 z 1 1 721. M09 888 147.9 764 117A 600 120.0 740 100.6 668 110.9 734 flu 660 100.0 722 70.2 040 92.0 712 70A 660 682 703 611.7 ON 79.2 093 50.3 840 70.6 004 44.0 680 7511 US � � �ILI Z 781. 110.7 700 125.1 690 99.8 760 10811 070 05.5 790 93.3 663 74.8 780 539 652 Sao 790 709 643 599 790 T1.7 635 489 790 65.1 824 42.8 780 142.1 859 37.4 790 at.0 557 "1 Q r 781. 110.8 750 115.5 657 82.3 760 95.1 00 79.1 750 05.8 032 09.2 750 77.1 624 01.6 750 70.6 012 W4 700 087 005 40.2 750 59.4 694 39.8 750 68.2 Me 34.6 760 65.6 US HZ 4 ,� 00 In 72.1 SOS 74.4 008 60.1 583 02.9 491- 61.5 693 64.6 481F24.0 687 48.9 475 40.1 603 NA 46a 30.1 507 40.9 482 30.0 663 36.2 452 25.8 SO 33.3 446 22.5 SO 31.51M2 v Q 1X1 2 F- W ¢ 1181. 59.1 195 Bf.1 nil 49.3 495 51.5 433 42.1 495 44.8 427 495 39.8 425 33.0 405 38,1 413 29.7 496 332 408 24.8 485 29.5 404 21.2 485 288 391 M1B.a 493 23.0 380 V3 LU foot. 41.7 3Bf {2.8 353 34.4 391 SS.B 344 29.8 SDt 31.1 342 SBi 27.6 337 23.2 391 24.9 333 20.9 341 22.8 328 17.4 391 18.7 321 14.9 381 17.6 315 w L7 111 t. 3011 170 ]g 1. 2 52 2 335 32.0 370 37.0 J.. 27.9 310 28.6 320 370 283 320 21.4 ]70 12.6 310 19.2 370 20.9 312 10.0 370 16.1 705120 to 30.4 317 30.8 299 25.3 ]11 2iL4 284 21.7 317 22.5 260 317 18.9 278 16.9 317 57.9 273 () M Q Q O 144 In 17.8 220 17.8 203 -- - 4- d Z r1) rp TABLE 15B m8' Ancho7Ca aci Tabto s ANCHOR CAPACITY ADJUSTMENT FORMULA: yd• b} ANCHOR CAP.,,,„,,,,,, sum4mfe: 2.7L Canardw S.SN Cana. No3ow CMU Fded CMU PT Woad McWI (DP)X( >=ANCHOR CAP.u, 3'18'Eke 114'SS Eko 57tE'Eko Ito'SS E-ko 910 Steen !#S1eei 912 Std MULLION CAP.,,,„,,,,,, Anchor Clip Pattern* Anctarlypa. LtcEkon 4can 1/4'EkoUUecon ulu.m S18'EkoUbacon iri'EkoNuwem A09mGetw Oman AggreGotw 8crow(OS)Baraw(GS) Scraw(O5) USE THIS FORMULA TO08TAINTHE'ANCHOR Edge coe-0(14 1• 2.44 t' 2444 3.118' i^ 2-142' 11 2•ire r 3-118• r 046' 9.5{' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embadnmf pnl 1411' faro' 1.314• 1. 4 r 1-0N• i-11.^ 1.114' 14/4• 1.114• t-114' r 1410' 1.918' 1e.. ACTUAL PRESSURE REQUIREMENT FOR THE 2AnchwMCWWn.O.C.1(2)245Ano ClipSift,U 3903. 380 We 4501. 89083 17DDM 270044 2BO we 354 ft 7401{4 374. 720Ws 940 N3 3411.3 442164 580 fm OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Aahw4®3.W Mi..O.C.!(2)245 Angle CUM I(Fig.2): 790 IM 780 93 79011a 16701b 2525168 510 Ian 5801. WA t 12D Ian 748 WS 8801. 1892164 602 I. 6o71b 1520 Ww CAPACITY(FROM THE TABLE)OF THE SELECTED eAnatar4 OE Z71-No-OZ.1(4 las m(xparffq.71 +4204. 1120lbs 9581. 22441. 21541. WA 0401. WA 1039164 NIA 132016{ WA 1022141 1327 a3 1e-so 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: m CnmplyhlS with 910 Fla" TABLE NOTES: Building Code Acceptmc61.9 i6.1D2is-'03 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. imII-Date "- .2021 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. D 2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE• Mi Daly Product FIGURE 2: 151 I l l f l l l 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125' ,�11 ``i(• i ditjt lf�� atl .•••...... Fn i, • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 30' 4) -�.::.•L1Ct":I.1Sr '•.`! FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' _ (,�0,;,8105 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �,. �.•��" - • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' •/"^' j U THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ' LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 30'LBAY '')f MATE OF :• ::/` ), • • THE MATERIAL,q10&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. '•.FLORiOf; ��j,•,• ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. 511'' A,L1iNN MILL!'R,P.E. FL RE.#58706 TABLE16A Mullion Ca ao Tablo Ibse Opening Width(for lerUcalVsperrirg millions)or Opening Haight(for hurizonta9y-sparrrrg mUlions) SO In 001. 701! 80 In 901! 1001! 120 N 110 N 180 N LLD Raelangdar Trepri'd re R2dB"r Trapllde19. Regarmder Trapp.v. Radilogdar Trepfidang. Rectangular Trapment; R d-auder TreplTdano. Reetan2dw TraplTdmg. Reelenplor TiapRdang. Red a.,. Trep/Tdeng. d 3,2W'45 lnd9 Leading Ludng Loedn9 Looting Loodng Loadde Lodn9 Loadp LOedna Loading Loadng L2odeg tnada Loedn9 Loedno Loscling Loading P 405 DEG.AL 12 1 BAY MULL � �" � �� � � �� � � � �� � b�. � �. �� � � � ��. 04 z L 42 N 170.01 020 1 170.01 435 170.01 744 170.0 478 170.0 Ne6 170.0 500 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 321 170.0 1188 170.0 521 1 170.0 +735 170.0 521 160.3 15711 170.0 621 1 ,_I Joe 170.0 700 170.0 524 110A 850 17D.0 584 170.0 292 170.0 8370 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 650 163.7 1637 170.0 880 140.3 1837 170.0 ON 122A 1837 170.0 080 50 4125 170.0 717 170.0 503 170.0 896 17xO 631 170.0 160 170.0 664 170.0 1195 170.0 723 170.0 1315 170.0 747 1M 1494 170.0 756 147.1 1552 170.0 750 128.1 1552 170.0 766 110.4 1552 170.0 756 W �� � 170.0 707 170.0 612 170.0 050 170.0 601 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 877 1552 1455 170.0 058 120.3 1155 170.0 1181 110.6 1455 170.0 flat 07.0 1455 170.0 001 m M R 170.0 685 170.0 701 170.0 100 170.0 797 170.0 1240 170,0 876 157.1 13M 170.0 044 139.7 1309 170.0 908 125.7 ON 163.5 084 104.8 1700 157.1 Dat 80.8 1309 157.1 9a2 7916 13M 157.1 261 8 � J 170.0 930 170,0 745 170.0 1116 170.0 3450 102.9 1247 170.0 940 142.5 1247 164.5 983 129.7 1247 152.6 065 114.0 1247 144.3 952 95.0 1247 138.2 976 61.4 1247 135.7 936 71.3 1247 135.7 233 W 170.0 971 170,0 769 170.0 1180 170.0 903 116.4 1190 103.7 965 129.9 1190 147.9 945 115.4 1190 130.3 026 103.9 1190 1284 014 86.13 1190 119.5 JIM 74.2 1190 116.1 623 84.9 1100 INA 693 J, 181.8 1010 160.6 677 131.7 1010 tUA 052 115.1 1010 127.2 012 101.0 1010 111.7 828 89.6 1010 105.6 617 60.6 1010 902 607 67.3 1010 90.8 795 57.7 1010 87.8 790 SO.S 1010 01.7 169 .p 137.4 200 143.0 792 114.5 006 122.0 775 96.1 900 107.1 761 85.9 008 962 740 76.3 900 SB.2 736 611.7 608 823 729 57.3 006 74.7 716 49.1 006 71.2 710 42.0 900 70.6 708 - = sZ J a 127.1 BB1 1325 754 IOSA 661 112.6 7340 00.8 bat 96.40 725 79.4 061 BO.s 713 740.9 881 61.0 703 WA 061 75A 091 5340 fiat 88.1 691 15.4 eat 04.5 675 39.7 401 87.7 872 1z- .a Q Q N G 02,7 840 a5.4 574 BBA 60 72.t 561 52.1 010 62.8 554 51.7 file 60.1 $15 10.0 60 50.9 537 41.4 919 47.0 530 34.5 60 41.5 519 29.5 616 35.2 311 25.9 00 30.5 507 Q m Z s- H LU op p 602 See 70.1 505 588 568 39.1 199 18.7 506 51.1 491 42.6 688 45.6 403 37.9 WO 41.4 476 74.1 SBO 381 470 284 609 374 459 743 508 30.5 452 21.3 508 28.7 447 U) LUn '�m- 47.9 M9 16.0 405 39.9 449 112 309 342 410 35.7 393 29.9 449 31.7 307 288 4/40 20.0 382 23.9 349 78.1 377 10.0 410 27.7 308 17.1 M9 20.1 301 15,0 119 1010 350 LLI m 341 125 15.0 765 38.8 115 37A 370 31.5 425 32.40 777 27.8 115 20.1 3(17 24.5 413 262 302 221 125 240 358 18A 125 207 350 13.8 125 10.8 313 m Lu C3 3410 304 35.5 331 28.1 361 29.6 ]2B 24.0 701 258 321 21.8 301 228 317 184 36{ 26.3 717 17.5 064 187 JOB UQ OO 20.2 263 20.1 133 16.8 233 17.1 230 Z ang TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca acl TableJibs) ANCHOR CAP.,, ,,,., Subetrele: 2.7kCorcrele 3.5k Gone. Ha9mCAIO Filed CMU PTWood Mehl (DR„)X )=ANCHOR CAP.- Anchor Eko 1/4'68 Eke N0'Elea 114'SS Elco 910 Stool 612 91oe1 a1291ed MULLION CAP.,,,,,,,,, Anchor Clip Patterns Arg110r rypo'. L16 Eke l2wwn iR'eco U16aaon 7116•Eko UIUecM 1/1•Eko UNacm Ulbseoa A9yMiEk Ullmann Appro0ell Screw las)Sorenteel Saw(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR 1. Jr., t• 3.11803CAPACITY REQUIRED'CORRESPONDING TO AN Edge Wtarce J.)__724a- 24re .11824 Embedmone M) 1.374' 1,V4' I V4' 1.374' 7 1-111• t-4'r t-111' 1.114• 1-114' 1.114' 2' Twr 1.3/6' melee ACTUAL PRESSURE REQUIREMENT FOR THE 2Arwhms®5.Un.O.C.1(2)2X5 Angle Caps I ft.17 390 Ite, 1 390 foe 450 W2 aw U. Imams 270152 2BOIbs 354 We AN.- 3741 7291bs 940 Ins 3418 442 lb. 5940Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awt-C 3.5•l9n.O.G 1 R)2X5 Angle Clips I t.21: leg I6e 700 We 798 W6 16101b 25251113 51D Ne SBO IW WA 1120!be 748106 600 Ib/ 1592 it. 682 gs 655 lbs 1120 W CAPACITY(FROM THE TABLE)OF THE SELECTED s Anc , 2.71'!9!.O.C.1(2)Zr5An91e Capel i9.3t 11201116 11201m JIM Ns 2245 1b. 2254W WA BIO IDs WA 1059[be WA 1320 r. WA 1022826 1927 Poe 1880Ibe MULLION.IWHIC YIELDA MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 11I40DUCC REVISED FIGURE 1: m complying with dee Florkk iluildur Cade TABLE NOTES: Acnpianca 740 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex imilon Date 2OZ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 7.Lem rmdaat FIGURE 2: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 9 W W W HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45'x` \` ��C'�.• '•••,,�(�3 �, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `�••'��CCNS 7 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260' No.;rOTOa FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ - - YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' - N Lk: THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45'BAY •' C),�• -1 �. /"1J'- LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION - %p,T L•OF a a THE MATERIAL.#10 6#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. =,nj,.�•., pI rllltpI,•',C�; ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. S ) �.• JJ � A.L4)fAN LL 1. FL REA 58705 ---' 1.000^ i --i 1.000^ -"•t 1.aoo' �- --1 1.000• )-- �--i.z66•--� ���� .125' � pp 6 2.750' 2.754' .125' 3.125' '-.125 3.188' gY 2.000' 2.0� ,125" 2.116' LV 12s -r �l 6 L .376" 375 '�• .600• , 2&5' 00 r -.t25' Z � in - i 1' .900" W O 1•X 2"X.125`MULLION X2"X.375'MULLION 1'X2.75'X.375°MULLION 1'X 2.75`X.650'MULLION i'X3.125'X,5'MULLION 1.25'X 3.188'X.285'MULLION 1.26`X2.11' MULLION LU 6063-T6 ALUM, 8063-TOALUK 6�T6ALUM. 6063-T6ALUM. 6063.76ALUM. 6063-T6 ALUM, 6083-T6 ALUM. 2 x a co X-SECTION X-SECTION XSECTION XSECTION X-SECTION X-SECTIONX-SECTION W < o 9 0 Am ��--.125' x.126' -"•1 h^.125• Q (MO F- I j to I STANDARD UM. ! 2X5 ANGLE CLIP TABLE A Z W 6063-T6 ALUM. DlmanWon Value In For 2.000' I 2.126" 6063-T6ALUM. ( ) X-SECTION U-CLIP 2.000' XSEGTtON A 1.825 = � Z I I 6083-T6 ALUM. I n' .125' X-SECTION L .125' B 2,854 1'X2'X.125• Q J .�•- r C0.895 Aluminum `� p N o Tubo Mullion E .125' @ D 0.740 E- cel `o s 2i m.- .740"l--- A 1.125 Z m B 6.5001- _--- 1'X2'X.375` W 4 E .375" - 3.125----1-CREATE F-CUP,SEE MIN.TE5.000" C 0635 Tube Mullion U ,,� Of MIN. DETAIL F,SHEET 4 .375'MIN. D 0.490 Q '.2 Q 0 ZFCENTEROF MIN. A 1.875 m p r-------� VDASHED lu-Culp3.000 1"X2.75"X C- ----- � -I 6W3•T6ALUM. -------- .375AIumIOum �TOPVJEW 2X5 ANGLE CLIP C 0.7576063-TS ALUM. 0 1.118 �baMuIlon STANDARD CLIP TOPVIEW R OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6083-T6 ALUM. BOUNDARY.SEE SHEETS 5.27 FOR THE CENWITTER OF ANCHOR HOLE MUST LIE TOPVIEW R ANCHOR O.C.DISTANCE.SHEETMAXIMU5.17 FO R A 1.3121'X 2.76"X SHEET THE DASHED ANCHOR D.C. HOLE DIAMETER:ANCHOR DIAMETER+1116'. $ 3(jply 658° SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY,SEE DIAMETER:ANCHOR DIAMETER+1116'. SHEETS 5-17 FOR THE C 0.478 Aluminum ANCHOR O.D. TABLE B D 0.636 Tube Mullion DISTANCE.MAXIMUM PGT Part# A 2'� .^RCN7UL:1'R&VLSBCI ANCHOR HOLE B 2,837 m complying with b Fta ft 6.500' .375• ANCHORHOLE NOR Mull Dimension(shoat#) 1•X3.126'X .375• MIN. Mullion Std.Clip Offset Clip U"CAp Angie Clip .500'Alum Build' l(o-D21 O DIAMETER,1116'. C 0.663 "g6 MIN. 1"X2"X.125'(5) 66605 e66113M 6661118M 666243M 666511M lube Mull AcapnaiCCM e'• 3 0 1.137 punt! Dane /jL12i ---- --------------------� 1"X2"X.375"(6) 688006 666114M 6661119M 686244M 666512M A 2.825 D 1.25°X 3.188' y t i"X 2,75"X.375-(7) 66607 688i ISM 6661120M 668245M 666513M B 3.262 Mian Dodo Product X.285'Alum BI"X2.75"X.65 (8) 68608 666116M 6661121M 666246M 666514M C 0.862 D 1.762 Tulle Mull OQ" \\l� 4\Nh!�1/( i i D i 1"X3,125"X.b (9) 66637M 86811t6M 6861114M 686242M 666516M ` \�..••• •. !�r 1.28'X2.11*)( .•'`1cElaSE '•.,1 I - 1.28'X3,188"X.265'(12) 66641M 60B1117M 6661113M 666241M 666518M A 1.613 " 1.26X 2.11"X.125'(18) 69370 WA WA WA 866517M Tube Mull - C OFFSET CUP NOTES: 25'- .13-TB ALUM. LrU 608 :.: i TOPVIEW it Le/ ' ij HOLES TO 6E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, -�J gl;�L L` - '.�i PI.OoA-'.C9 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.G.DISTANCE. a,Y' /CI �- 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.L`YNMII l FL P.E.#58705 - 1.000• 1.000' 11.062•-1 � 7aa' .063' .386" .062' 125' .438' I I 5 n 4.000' .125'STANDARD CLIP 1 I 'GY u 4,000" 4.000' 2.625• 2.000' 6063-TSALUM. 2.125' 2.000' 2X5 ANGLE CLIP B' _•125• X-SECTION U-CLIP 6063-TB ALUM. I I 8063-T6 ALUM. X•SECTION .125' N .125' .125' •125' X•SECTION k .031'I .125'7 N L 1 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE .125 375' •165"� 376, DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE _ ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m m w h U)-ri HOLE DIAMETER:ANCHOR DIAMETER+1118'. LU � 00 O 1'X4'X.125' -1.X4'X.37S 1.X4'X.375' MULLION MULLION 'r-MULLION 5.500' 5.000' m 8083.76 ALUM. 6083-T6 ALUM. 6063-T6 ALUM, 3.125' CREATE F TO 375" 375' 1 Q J .376'_ .{_CREATE FLUE,SEE MIN. -J X•SECTION X-SECTION XSECTION MIN, j DETAIL F,SHEET _ r, Z a250 .375' _Z LU m �� r_______, I r_______.� CENTEROF r_________ ___________i 4.376' 2 m � 1.250'- 1.250• I I I I I ANCHORHOLE j j MIN. J a Z I I I 1 MUST LIE WITHIN I I ¢ J T I I I I I THE DASHED r I I II I I F BOUNDARY.SEE 2.876"E ---4- 7 '�--- - SHEETS 5-20 FOR o I I I I I THE ANCHOR O.C. I I H Q 3.84' i I I i 1 F DISTANCE. I I I 1 MAXIMUM 1 I W O I 1 I I ANCHOR HOLE I I w J Y Y 3.250' 3.250' I I I I I DIAMETER: I . J 3 .100' 00' L_L_______J L_______J co ANCHOR � I ~ I DIAMETER 1116'. -J Q Q O O Z .100' -� L 2806XS 3-TB ALUM.G24a Z�LE CLIPm� _ �7� _1• • 60637 8 ALU 6063-T6 ALUM. TOPVIEW °'��•� •+1 .820' Imo- 1 --"I.820' ice-- -"I .820'I� CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE 1.25'X 3.25'X.100' 1.25'X 3.25'X.624' 1.25'X 3.94•X.624' SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mullion: Dimension Voluo(In) For Mullion: 6005.75 ALUM. 8005.75 ALUM. 6005.75 ALUM. DIAMETER:ANCHOR DIAMETER+1116'. 7 X4' F 1.938 1.25'23.25' X-SECTION XSECTION X-SECTION G 1.000 .125' G 0.500 X.624- ((((�-�- 3.469'1:6--15.500, H 2.060 AluTube Mullion H 1.438 Aluminum Ii.---2.661' CI 2• .375' 375, I 3.(X10 Tube Mullion I 3.250 Tube Mullion .126• 1.877' MIN. F 3.187 1'X4'X F 2.825 1.25'X3.94' 1j.-.1.377'^ I G 0.767 .375' G 1.125 X.824' ftH 2430 AluMnum H 1.500 Aluminum "COUL-rREVISED I 3.000 Tube 8'r I 3.250 Tube Mullbn eemplying with Bue Flerids 2250 1.26°X3.26' F 2.813 30'Ba Mud DuildlogCode .125' I 0.750 X.100' F 2.875 45'Sa Mull Aen:pf-w No Ira-Oslo.03.125' 46' 2.250' i i I I I 1.600 Alumin rn P- Date 3.250 Tube Mullion By I I I H I Mi Dodo hoduq 3.250.45'BAY MULLION I 3.250' I 1 I I TABLE D 30'DAY MULLION 6083-TB ALUM. �_______� l :__ _____� Mull Dimension POT Part ���� 6083-T6 ALUM. I X•SECTION (shoot P) Mullion Sid.Clip OflealCllp U•Clip Angle Clip LYNN 1y1��`���, X-SECTION I G OFFSET CLIP 1'%4'X.125'(10) 69364 68B111M 601122M 666241M BM510M 1?'�,12%E.NSF •/r�i II 6063-T6ALUM. 1•X4'X.375'(11) 66610 666112M 6661123M 666242M 666519M .�.t .228' �-,981'-� .226' 4•.-,981'•-f TO 1'X4'X.37b•'P(11) 86853 668112M 8881123M 686242M 888519M5870' NOTES: .740' 1.25'%3.25'X.100'(13) 20100 888112TH 6801124M 8862410M 0865115M = •:�• (Y Ali 1.26'X3.25'X.624•(14) 20181 6881128M 6WI125M 6662411M OM116M •'O '• 0��"' CC/ 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X 3.84'X.824'(15) 20182 806111TH 8681120M 868241M 6B8617M ~''A ,T E ,. . 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degroo(19) B. WA WA WA 6685110M �',�'��.'••.�l OR��P. 45 DeOroe(20) 66650 WA I WA WA I 6685111M S.5'(.� h/4 •�� 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A�r/.ONJ h1 y R,�.E. FL P.E. 58705 TABLE E Mull Dimension PGT Pert# F MIN*'(shoot#) Mullion Std.Clip U-Clip Angle Clip7-�- .2"X4'X.25"(18) 06802 886281M 888271M 6665112M LL I I2"X6"X.25'(17) 66604 666262M 606272M 6665113M P I U-CLIP 2X5 ANGLE CLIP 6063-T8 ALUM. 6083-T6 ALUM.2.000' 2.125' %SECTION 2.000' %SECTIONNOTES:1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 25' .125' .125' B m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L z L U) 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I--1 400,--I 0 HOLE LOCATIONS. 1.480' W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' CUT HERETO 5.000' _ 375^ W 0 8 0 3.500'�'''�r-CREATE F-CLIP, .375' �_-MIN. z In --2.000'-- .375' C I SEE DETAIL F. .375' MIN. SHEET4 MIN. t-. O � � J r------------I__ __ __ 1-__._________________1 W I I I ? �g g o w z 4.000' -� 3.438' '* - 3.438' re- ------ I F U C o .250' 2'X 4'X.25' I I I I Z N r MULLION 3.438' I I 1Q-• z z 6063.76 ALUM. 1 I %SECTION I I IL I .1 .375' �- ------ I I -- L---------------------i- MIN. w O ------ --------� -- j t5' .I j L- STANDARD CLIP 2X5 ANGLE CLIP ULLIP,6083-T6 ALUM. Q Q CENTER OF ANCHOR HOLE MUST LIE 8003-TBALUM. CENTER OF ANCHOR HOLE MUST LIE 6083.76 ALUM. z (n SED FOR Y X 4'MULLION•SHEET 16 D- s: y .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW g m 0 m0 SHEETS 5-20 FOR THE ANCHOR O.C. TOPVIEW SHEETS 5-20 FOR THE ANCHOR D.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE m -� DIAMETER:ANCHOR DIAMETER+1/16'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER i 1116'. SHEETS 5.20 FOR THE ANCHOR O.C. 6.500' DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER ANCHOR DIAMETER.We". --5.000' 2.000' 3.500' -{ CREATE F-CLIP, �- -� .375' I SEE DETAIL F. .375' .375" MIN. r-SHEET4 MIN. 9 MIN .375' I I I I I I I I I ;:('AUC1'RF:VISCD I I I j j m coinplying wilh lin Flmidn I I Building Code 1(o-0 1 I I I Acwplwic M S.03 I 1 E Pitalion De>e QO'11 � I I I I I I 1 I _I__ _-I_ 4.688' +-_-_-___i Ml.n �nDdncl'. .250' 6.000" rC i T- r 5.438' 1111111111, I I 6.438' ,ys 2'%8'X.25" I I I1 \�N�1��•'�\CENSE••'•�F� i MULLION I I Z. - OD83-TB ALUM. I I I I No.56705 I _. X-SECTION I .375'I I I MIN. •• L_____________________J _�, I :•�, Is STANDARD CLIP U-CLIP 2X5 ANGLE CLIP . ... �Q- 101,10 � .250' 8063-TBALUM. �i11y" n 1. 8063-TBALUM. 8083-TO ALUM. /� � (����-F �� TOP VIEW USED FOR 2'X 6'MULLION.SHEET 17 TOPVIEW / 11111` TOPVIEW A.LYFItS MILLER,P.E. FL P.E.#56705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING NO ANCHORS M HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED r4 DESIGN PRESSURE OF+60.0%80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. SEE `SEE FROM TABLE 3A,SHEET 7,THE 1-X 2.75'X.375-MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-5B.3 PSF AND WOULD FENESTRATION DETAILS, SHEETS NOT BE SUITABLE FOR THIS APPLICATION. PRODUCTS �z u APPROVAL 23 FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.850'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 636 LBS. MULLION 04 LENGTH -- 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 8}m j/ 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. C/) N n" CIO SEE 0 DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ? 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. _ 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 co Do NO ANCNIOR6 IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 31' 32' to J --I f—MULL WIDTH 638 LBS (60 PSF)X( )=624.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) —t OPENING WIDTH- 72.7 PSF � m 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+50,0/-55.0 PSF. J u Z FOR THE VERTICAL MULLION: Q O 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105'AND THE OPENING WIDTH IS 36'+36'+1'=731.REFERENCING SHEET 25, Q Z CO 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-W8'AND WILL 0) U) @ 0. MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W Ci EXAMPLE 2;MULTIPLE MULLIONS W Q. FROM TABLE 3A,SHEET 7,THE 1-X 2.75'X.375-MULLION(LENGTH=198',OPENING WIDTH-SO')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-16.1 PSF - MULL WIDTH---1 r� AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q U) FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH=BO')HASA DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z 0" 0 SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m 0 . SEE DETAILS, — 0:m� 31' RATION 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 , ° FENESTRATION —r PRODUCTS 2-3 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(35-12'+3512'+2'=73'). 2)USE TABLE 120 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICIL I I CONCRETE HEADER AND SILL ARE B'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MuuIDN — USING THE STANDARD CLIP WITH(6)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND SEE LENGTH SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. g DETAILS. DETAIL E, OPENING SHEETS 2.3 SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER HO Z. 72' MULLION TYPE COULD BE CHOSEN. t'RWUCI'RL'V15BD mu ON 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+72'+2"=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE a9 complying with Ilk Flarib USED.FROM TABLE 12A,SHEET 16,THE 2-X 4-X.250'MULLION(IQ LENGTH-42',OPENING HEIGHT=129')HAS A DESIGN PRESSURE OF+)-170.0 PSF WHICH EXCEEDS THE Buildingc (G•O Z J$.p REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. Acceplattm No •3 SEE E pimlion Dato If,D?,( DErw s, 2)USE TABLE 128 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 B',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mi—Dade Product `23 (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 114 I I I I 1 ANCHOR CAPACITY OF 521 LBS. I LYNIV /i 3a',HORIZ. 3fi',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 `` ��I,•'•�1GCI+'SE•'•,`�Q MULL LENGTH MULL LENGTH CAPACITY IS 1074 LEIS 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 ANCHOR TYPE IS A#12 STEEL SCREW. FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; _ !/(• 110 +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU: o :' l +1.170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). '��'•'., S'Af f C1• 441 THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. - r '••,FCO(tION'.•' /� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION /0NN-�} PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILLE ,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL RE A 58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALJTRIANGULAR LOADING: o�+ Pyr PWS o PW l — a SHIDH SH/ID - SH/DH SH/DH- - 1 ~ I PW Pw `ASNm W Q 4 - 4-- 4 i o UJI O V) LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / m 0 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS - 1 DOOR _ SGD __ ..__ _ —_ - -__ _ Z m LOADING OF VERTICAL MULLION PW -- LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION J Z I m _ Z 00 / PW g Pw SHlOH SHIDHSHfOH SWDH I _-..__- _ ._... __ ... .. 4 4 zoo swOH � a LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I PW 'WIJ Lam/ HR - - 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL _ I MULLION P HINGED I NOTES: DOOR PW PW I CXCAUC'f REVISED as comPlying eith dw Florida 11)DRAWINGS ARE Building Code RERESENTATIONS OF TYPICAL Acceptance Na 0 �Z3 I — PW CONFIGURATIONS. E imti Date PW CONFIGURATIONS NOT SHOWN MAYBE EXTRAPOLATED FROM Mi �roduG THOSE SHOWN, 2)IF THE LOADING TYPE CANNOT Slv� I BE DETERMINED.USE ,�'�s,Cl��� .• 4,14e PW RECTANGULAR LOADING. ..;�.•'�,10E1.15E '• FQ PW 3)SEE PRODUCTS'APPROVAL FOR �t - I ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i `r 1 �1•'.//L (� '�16. JSG ST'I�OF .C!/:- LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN Aft-WO'E. MULLION MULLION FL P.E.#58705