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HomeMy WebLinkAboutNotice of Acceptance (4) M IAM I QADE IMAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC IZESOURCFS WR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA.) www.m4aniidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RSR - Product Control Section to be used in Miami Dade County and other areas whew allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity hurricane Zone.- DESCRipTiON;-Series"PGT,=Clipped EXrud`edaAlum nuiu Tube-lVlullao I;.14Y.I. APPROVAL DOCUMENT, Drawing No. 6300JR, titled "hnpact—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, RE,, 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: Bach unit shall bear a perinanent 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 xernoval ofNOA, ADVERTISEMENT: The NOA nuritber 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 NOAH 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. 16-021&03 MIAMI•DADB COUNTY R Expiration Date: May 26,2021 Approval Date: April 14 2016 Page I t PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Suhtnitted under NOA No. 10-0819.03) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS L Test reports on, 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 4) Lange Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 z 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 02128/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (5ubYnifted under A10A 1Vo. 10-0919.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5r11 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QC7ALITYASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS I. None. Manue e•ez,P.E. Product Coat oI amiuer NOA N 6-0218.03 Expiration Date: May 26,2021 Approval Date. April 14 2016 E-9. PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with- F13C-5" 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 Industres, 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 Product Contr I E miner NOA N"o. -0218.03 Expiration Date; May 26,2021 Approval Date: April 14 2016 E-2 I SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL a n MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FORTHE �� FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACHSITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR2X WOOD BUCKS IF USED, GENERAL NOTES_......._...._......,1 'r` < MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARETO BE DESIGNED BY OTHERS. 'INSTRUCTIONS............. . 12, o FIGURE 1: ELEVATIONS....................-............1 o F MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE.STRUGTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLTO 2X WOOD._....................2 o aZ w MULLIONS -• INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO 1X&MASONRY..............2 0.4 / SEEDETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. INSTALLATION NOTES.......-....._...2 LL AGll; SHAPE MULL TO MASONRY.._..................3 N SHEEA•T523 MULL TO STEEL STUD............._...3 m I 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL......................... 3 T DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS..........._......_......3 Tn h� IN THIS ANCHOR EVALUATION.THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, ALTER14ATATE CLIPS_.........._......4 Z U7 ♦♦ BAY MULL INSTALLATION........-_..4 0 1X2X.125 MULL SPECS...............5 -1 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE .� W - i X 2 X.376 MULL SPECS.._._........8 / \11 INSTRUCTIONS. i XZ75 X.376 MULL SPECS...-._..7 a SEE DETAILS II 1 X2.75 X.65 MULL SPECS.....:......e Z --�$ A THRU-3 / j Y - � I i� _ �t l \\ ANCHORAGE 6)USE THE FOR THE COMMON MULLION,EEMBINED WIDTH OR HEIGHT OF NEXAMPLY DL S ON THIS SHE ADJACENT ET AND SHEET PRODUCTSTRATION 4.FOR MULTIPLE DETERMINE UNITS,CONSIDER ER RES ANO 1 X 4 X.5i 5 MULL SPECS .",..1 X.500 MULL SPECS 80 W O C, O SHEETS 2-3 I-- _ 1 ATHRU G;I� � ~ 0 U) I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1X4 X.376TUBE MULL SPECS_..i1 1.., Q tD 1 I I f SHEETS 2.3 1 X 4 X.375 T MULL SPECS........11 7 J II III J \ I; / PRESSURE OF MULTIPLE MULLIONS ORFEtJESTRATION PRODUCTS SHALL APPLY.OF[ING 1,25X3.t99X.265 MULL SPECS...12 W VERT. HEIGHT 1.25 X 3.25 X.100 MULL SPECS.....13 Z W z m MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.2S X 3.5 X.624 MULL SPECS.._14 LENGTH No 1.26X3.94X.624 MULLSPECS_...15 Z $ MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2X 4 X.25 MULL SPECs,.,.....,._.._16 SHEE73All E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2X 6 X.26 MULL SPECS_....._,._..t7 Q @�. r AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.26X 2.11 X.126 MULL SPECS....13 REACTIONS. 30°X 3.26 BAY MULL SPESPECCS...S ...,_Se Z 45'X 3.26 BAY MULL .._.....20 ¢ O 2 �- MULLION&CLIP DIMENSIONS......21-23 1- Z 0 o FENESTRATION 8)REFERENCE;TEST REPORTS:FTL-6443;ELCO ULTRACON(AGGRE-GATOR NOA'S EXAMPLE61&2._......._........._..-24 i =CD S� PRODUCTS MAY LOADING EXAMPLES.....................26 Do Q o 0 BE OF ANYTYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING 0.' MUST , ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH MANUFAA CODE AND FL Z UJ BYPGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. FL Q ?y 10)MULLIONSARE IN COMPLIANCE FOR USE 1N THE HVHZ. Z '0 O /SEEDETAILS HORIZONTAL XD,G,H: 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL SHEETS 2-0 W IDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. & �� LENGTH HORIZONTAL MULL — LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING USING THE ASCE-7 STANDARD. LEMULLNGTH I' +`OPENING WIDTH _I—HORIZ.MULL LENGTH----I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3)REFERTOSHEET25TODETERMINEIFTHE WIND LOADING IS'RECTANGULAR-OR".TRIANGULAR/TRAPEZOIDAL". OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIM FROM TABLES 1A THROUGH 16A,ON SHEETS 5THROUGH 20 RESPECTIVELY,USING PR mplyi REVISED TIII HEIGHT l THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE as complyiod. �ieFlb d< OPENING Ml1LL y FOR I ( �• 6Uilding cod. HEIGHT LENGTH Y HORM y p d VERT. MULLION CAPACITY(LBS/FT-)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT-1 FOR THE OPENING OBTAINED IN Acaptmce No 1 alva•/7 MULL Y P p LENGTMULLH STEP 1)- - S piml( Thte L _ L 5)FROM THE SAME TABLE USED INSTEP 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. By o product Con WIDTH SINGLE MULLION SINGLE MULLION F OPENING OR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\\\\ LYNN OPENING WIDTH ANCHORISUBSTRATE!ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \0. ........^!7!( FOR VERTICAL MULL CAPACITY IS MET, a; v\GEI4SF'•.`Q �� `1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 4,:: TtC FRoM FIGURE 1 ABOVE. 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LSSIFP)FOR THE No.50705 OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE _ - STANDARDS USED: %'0 ( • •2014 FLORIDA BUILDING CODE(FBC),6TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION S TE F 441 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBS/Fr)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION 'Cn\ (OR1U,. eALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY. �S'-F P•.\G� •A1SI-S100.07/S2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. S In(\p) \�`` A.LYN 5 R\'P.E. FL P.E.#58705 _ L', a r , DETAIL A: DETAIL B: —MULLION o MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR a Q: OR WOOD FRAMING WOOD BUCK AND MASONRY AND /—PER SUBSTRATE, U ATTACHMENT SEE SEE TABLE510.768 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SEE NO RS, Lo SEE NOTE 1, N I MULLION SHEET i. .,c D] 6 � I e I I •.•).�:. 1 .� ... ' ,• (n NNE I. I I I .,.. , •I Z (n d I I SEE SHEETS 'a ejQ I I MIN 2.7KSI EDGE O W EITHE0.THE 1 I 21-23 FOR HOLE d 1 1 1 CONCRETEOR CMU', J W STANDARD OR .e I LOCATIONS I I�u�DISTANCE, •I SEE SEE TABLES OFFSET MULL EDGE o - a t I EDGE DISTANCE 1B•165 CLIP MAYBE I DISTANCE a I I n FOR MASONRY INSTALLED BY ° d a I I I FOR WOOD/ I I ANCHORS W Q o THIS METHOD. SCREWS n ad I ! I SIDE VIEW M co cD CD LALL MAX FOR d � O tp � ALL MULLIONS 4 d. OFFSET MULL Z d, - Lf CLIP MAYBE :E d ° na EXTERIOR n Ns7ALLEDBY 7) 1—@ 3W d d/ EDGE THIS METHOD. Q G (n0 tri`a� Z n DISTANCE n 'a 0) i— n FOR ~ Z Q Ot _O n MASONRY a Q 0 z � r ° THE OFFSEDET CLIP IS ANCHOR9 1._ F cJ_p RECOMMEND FOR EXTERIOR n d. FW-FRAMED g oT WINDOWS,BUT hV Y ul ALSO BE USED FOR 0`1 Y OTHER FRAME TYPES, U to Z Q } Q O O Z � � D g mo mo TYP.ANCHOR TYP,ANCHOR TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE PER SUBSTRATE, SERSUI BATE, SEE TABLES iB-168 SEETABLFS IO-16B I EDGEFcND DISTANCE BUCKSTRIP SEE TABLES AND 1B-16B ATTACHMENT EMBEDMENT BUCKSTRIP T �' : BY OTHERS, AND EMBEDMENT 7• SEE NOTE I, .. ATTACHMENT ;..,. BY OTHERS, SHEET 1. SEE NOTE 1, '' '• ' SHEET I. � .�• �• • • MIN 2.1 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCT REVISED as complying with the Glwida FRONT VIEW Dullding Codc Aceeomm No ��.�� Ex nation Dale �1)'D INSTALLATION NOTES: By Miami doFm6uctCao>roi 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III! 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `\� ��(1.YI�PI 4"/j ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHORTO ANCHOR DISTANCE,THE `` \\p '-•,dF �� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE •cam'\ •'�1GENgF -'• FOLLOWING SHEETS,FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. Er No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. I LI' 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �Ty••' 4 G I_j 5)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ` '•.•FLOItTpP.•''���. ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS, '��C`� ••' rN A.LAN-IM.ILLEF2;P.E. FL P.E.#58705 DETAIL E: y DETAIL C: —I—.12B-MIN. MULLION TO MULLION ' n W MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: �xC MULLION (U-CL(P) g 1)MAY BE INSTALLED IN"TEE"OR"GROSS- ,I o MASONRY STRUCTURE INTERSECTIONS. Hey oo LL (STANDARD CLIP SHOWN) n>< � - VARIES oz 2 V 2)MAY BE INSTALLED HORIZONTALLY LL 1 " I (SHOWN)OR VERTICALLY, N I TYP.ANCHOR EITHERTHE I I PER SUBSTRATE, STANDARD OR c~ 3 SEE U-CLIP DRAWINGS.SHEETS 21-23 o m I I SEE TABLES IB-13B ) y. F.. OFFSET MULL I I I FOR CORRESPONDING MULLION. U) m M d W CLIPMAYBE I•- TOP VIEW Z y INSTALLED BY 11 I I gry EDGEDISTANCE MULLION 2 THIS METHOD. - 1 I p' FOR MASONRY TN VARIES-F—� J W ANCHORS I •J W I I N12STEELSCREWS. rl SELF-DRILLING OR PRE-DRILLMULLION AND U$E SMS 0` m D] O� MULLION H OEXTERIOR °` ° — nEDGE DISTANCE THE OFFSET CLIP IB c {— .FOR MASONRY �„ RECOMMENDED FOR ` Z U i m ??ANCHOR$ ° FIN-FRAMED INTERSECTION I a7WINDOWS,BUT MAYALSO BE USED FOR U CLIP pOTHER FRAME TYPES. ERIOR Q r �. 85 TYP.ANCHOR •° Z T c-- PERSUBSTRATE, ° Z Z Q` / SEE TABLES IB-13B 4 Q O Z T / NP.ANGHOR SEE SHEETS 21-23 FOR I-- aL'p g0 BUCKSTRIP PERSUBSTRATE, HOLE LOCATIONS Q AND SEE TABLES FRONT VIEW EDGE W < ATTACHMENT DISTANCE `L `L BY OTHERS, SEETABLES EMBEDMENT, s SEENOTE I, 18-13B U 7 •. SHEETI. - ¢.z Q O . .. ." ' DISTANCE a o, z m O RO EDGMIN 2.7 KSI CONCRETE OR CMU SEETABLESNCRETE OR CMU 1 SIDE VIEW b N �m� MIN 2.7 KSI CO8.13E 1= FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL TYP.ANCHOR DRESSING ORSTUCCO. a PER SUBSTRATE, ` �SEETABLESIBA3B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� `:'� SEE SHEETS ® PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR ,cs complying wish Iho Florida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Buld'u1g Codc FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. a LOCATIONS Acaptailco No�'d'�.1$••da3 ` MULLION ExpimU nDat. 12o2) 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ey .4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® Warr Dado cl 5)FORMASONRYAPPLICATIONSINMIAMI-DADECOUNTY,USEONLYMIAMI-DADECOUNTYAPPROVED DISTANCE (LYPIN ELCOULTRACONORELCOI/4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDSTHINNERTHAN SEETABLES �p�A•..•••-•..,�!(,• FRONTVIEW 16 GA AND COMPLIANT WITH THE FL BUILDING 16.130 ,• Y(ENSC CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. ��' �{ EXTERIOR USE WOODANCHOR SPECS _ r.: ND.56705 �/ SIDE VIEW NOTES: B'il6 L�Z 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD N S pr :•ti�J ANCHOR VALUES MAY BE USED. ��(��'•... f+ 0 � Q .••lCR1 � `��� 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20.FOR QUANTITY OF SCREWS. AAYNNjI FL P,E.#58705 I „ DETAILF: DETAILG: DETAILH: � � FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION g�xC a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) co o d 5yk SEE DETAILS A.B. 30'OR 45' SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. In GV MULLION m U) c^, 0 0 z O O O O o 0 0 0 Lij O O TOP VIEW S SIDE VIEW 1 W U o 0 SHOWNWITHI•x4•x.12s- TOP VIEW I 1 In m MULLION 1 ♦- z J I I I I TYP.ANCHOR F EXTERIOR i ; /—PER SUBSTRATE, U z m SEE TABLES I5B OR,GB z t1 7YP.ANCHOR 1 1 ;_5 H STANDARD MULLION CLIP l PER SUBSTRATE, I I EXTERIOR J j o �z MODIFIED TO FIT FIELD SEE TABLES I8.140 1) I I �-1 Q z 'CONDITIONS. Q 1 Ca I TXS'ANGLECUP, F' Z p1 1 I 1 I I 2PERMULLIONEND,MUSTSE z O CV 1 I I INSTALLED INSIDE OF BAY MULL. Q z 09 r MULLION I I I I 1 CD I 9 §5 B� U) o I CD 1 I I I I Q I j a 11 I I ANGLE CLIP. z Q 2PFA MULLION END, Q — Q I I I MUST BE INSTALLED O- Z mfn (n 1 I INSIDEOFMULL. �'g m 0 ,Q I '\_TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-14B INTO WCOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. EXTERIOR O".or O vasD01{OP - '®� PRGOUCTREVISED PEP, F as complying l Rh thu Florida Building Code I�a^C'L1$• ® m IN7 WOOD,STEEL, PImic Acco e No D3 0 I © ® ALUIMCMU OR MASONRY 1 EDGE O Ezpirolion Date 21 DISTANCE By nn PER Mili de trvduct' ANCHOR DISTANCE I PER ANCHOR I _ NOTES FOR INSTALLATION OPTION G 8 H. NOTES FOR INSTALLATION OPTIONS F: O 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. : °L=f %Ic 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1,W X2.11•X.125-MULLION. 2)DETAIL G:SEE TABLES 1B-145 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE •,� I.O.50705 LOCATIONS. 2)SEE TABLES 1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3)DETAIL H:SEE7ABLES 159 OR 169 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE- LLfZ. tij LOCATIONS. ` 3)THE 2X5 CLIP IS NOT SUITABLE FORTHIS APPLICATION. C) .,FLOR,n�•' �C�" A/ Y 7......... b F L 58705 P E. I TABLE 1A Mullion Capacity Table lbaffe '5 v17 Oponing Width(for verticelly-sparring mullions)or Opening H eight(for harizonlaV-sparni g mullions) SO In 60In 70In 1 601n 90 In I I in .1201,1 1401n 160 In S;s 1Cl by Recla"giI., Treprmang. Raelangdar Tmp/idang. Rectangular TmPrrdmg, Rectanguar Ttapmwg. Rectangular TrapRdang. Rectangular TmpRdang. Raclongalar T7ap/rdeng. Reclangdsr Tlapfrdang, Raclsngdar Tmprfdang. ��Q 1X2%.126 Laading Loading Laadng boding Loading Loadng Loadng Loading Laadng Loading Loading LoadnO Loading Loading Loadng Loadln➢ Loading LoadnB ^2 U Alum Tube �^ �• � �' k• .� F � � .�' � �s'. � .F k• k• �' �• F L• � S F F .Fs^ .;:. .L :� � .;: k^ �• �,. � .mullion ° xa a a g g A a 2. a g a� $ q� ° g S� $ R� g g $ g. g a a �� 04 CO 3 t7" 3 8 3 3 d 6 6 8� 3 3d 3 Y r9 if 8 8 B a t3 3 3 3 t3 3^ 6 S 3 3 3 d _� 12 gE s $ �$ o� b$ 5 .s € 1 _� o _� �g °m 41 42In 711.0 406 129.6 332 83.2 40e 115.5 325 7%9 408 107.6 321 69.9 408 104.4 319 e21 405 104.0 37g 55.9 408 INN 310 46.8 408 104.0 319 39.9 408 104.0 j 319 35.0 1 406 104.01 30 1 LL 481n 74.9 312 83.8 258 624 312 73A 252 53.5 312 67.0 248 46.8 312 632 246 41.6 312 61.3 244 37.6 312 81.0 248 31.2 312 61.0 244 26.e 312 61.0 244 23A 312 61.0 244 2 50.6251. 63.9 281 70.8 234 63.2 281 61.6 228 45.6 281 65.7 224 39.9 281 1 521 222 35.5 281 1 60.1 220 31.0 261 40.3 219 26.6 281 49.3 2W 22.8 281 49.3 219 20.0 281 49.3 210 o r, O UJ 54 In 52.6 247 57.6 207 43.9 247 49.8 202 31.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 184 26.3 247 36.4 193 21.0 247 33.1 193 16.6 247 38.1 193 -16.4 24T 33.1 193 m M I--• C 601n 34.4 200 41.2 170 32.0 200 35A 166 27.4 200 31.5 163 24.0 200 28,8 100 21.3 200 27.1 159 162 200 25.9 157 16.0 200 26.0 150 1- J 61 In 33.1 181 35.3 165 27.6 18I 30.3 152 23.7 181 26.0 149 20.7 101 24.5 146 10.4 Ie1 228 144 18.0 161 21.7 143 z `�d .f 66 in 28.6 165 30.8 142 24.0 165 26.1 139 20.0 f65 23.1 136 18.0 165 21.0 124 721n 222 139 25.3 120 18.5 139 0.9 118 ib.e 139 1Z6 116 d x tn� 5 aZ 76 11 78,8 126 19.7 ]09 15.7 125 16.0 107 781n V.5 118 18.2 104 r Q N O z TABLE I ANCHOR CAPACITY ADJUSTMENT FORMULA: Z 00 p Anchor Capacity Table fibs) ANCHOR CAP.,,,,,.._. C' &Wmla: 27k Gonorel0 3.5k Cone. Hallow CMU PWW CMU PT Wood Melal (DP_)X( )=ANCHOR CAP.,,, r; a MULLION CAP., ,,,,,,, Ancher7ype: 3116'Eko UlUawn 1!4'Elco UtUeeon FU, Oka Tw Eko uilmon 114•Eko UNacan V4•SS Eke 5116'glee 114'36 Elea 610 Steel 812 91aH 912 Sled ill )( Y Y Anchor CllpPatteme ulvocon a➢➢re6alor Ullman ApOreGalof screwiOS)Scrae(O5) 9crew(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR N Edo.Distance on}: 1^ z-iR• r 2-1rt 3-1I8• 1^ 2.112• 1• 2-10 2• 3.110' 2• SAW 0.54• 6.32a• CAPACITY REQUIRED"CORRESPONDING TO AN U x Embedment llok t-314- Ia14• 1314• 1-3ra• r 1-V4• t-tra• 1-1/4• 1-v4• 1-va• t-a4• z• I318• IJIS• wales ACTUAL PRESSURE REQUIREMENT FOR THE OO - 2Anch°m®4.75Waa.O.C.I8-dant OnelChi,(Fig.1): 390As 390grs 45olbs ego ins 1044Ib 270V. 280lna 3541ba 74.Vas 3741x WA1bs 946Ibs 341Ins 442Ibc 5eows OPENING,WHEN IT IS LOWER THAN THE MULLION D-�� ZmOsp 4 Amhom 01.15-Min.O.C.1 Slandard(w OgsO)Clip(N.2k 450 Ws 7001bs WA WA WA WA 38016s WA WA WA WA WA 682 ors 8851bs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED -g ;,; Q+ma. 4 Anchors®3^Min O.C.1(2)Zt5 Angle Clips 109.3k 7601bs 7601bs 650 @a 00010.5 1890 ibs 540 lb, 5601be WA 760 IM 7481bs 84011n 15921bs 682 Ins 5851bs 11201bs MULLION.IT WILLY(ELO A MINIMUM ANCHOR 8 , � 2 Amhom®645'µin.O.C.I U4 4p,Inlo.US'Alum.(Fig.4k WA WA WA WA WA WA NIA WA WA WA WA WA WA NIA 715Ibs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F-Clip(Fl0.5k 1951b5 195Ibs 225IDs 4451bs 822 Ns t75lbs 1/01bs 1771ba 370 ras 1871b6 3321Ds 4T31bs 1701be 2211M 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anehors�1.15'MIn.O.Cl Fog IFi0.6): 240Ins 350Ibs WA WA WA WA 1001bs WA WA WA WA WA 3af lbs 4421Ds 5801ba 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: PRODUCPRGVISBD . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as complying with(h:Flottdra SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000" (--- Building Code 1 f Aemplmrm NO 6-052-PJ'� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Ex iruli nDalc `•a I1 FIGURE 3: E 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS Z-23. Miami c Product B HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. tv 77 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SI4ALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125• `\��J\�y�YNN•,t����Fjlt��il CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED a i�"•.•'�vG':hISE FIGUR24: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-75 AND BEA MINIMUM OF A25" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT ,`.- r T05 Ll-�.� ( ) 1•X 2•X.125^MULLION =_r,• Clo-,t8 1111IIII IIII IIII LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND , me ® THE MATERIAL.$10&#52 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. (LI C��,.•rLOR%O ' �G• A.Ll'NNllyi�4�R;A E. FL P.E.#68705 e r � n TA13LE 2A � ® N Sx Mullion Capacity Table ibstlf Opening Width(torverlically-spanning millions)orOpening Haight(for horizontav-spemingmillions) lA In win 701n Win 90In 100 in 1201n 1401n 1001n 19NRactarguler Repidarg. Rectangular Tmptfdang. Repixgulr Tap'Ynag. ReclargUar TfapRd-1g. Raotanguler' TraPRdatgTraPRdarg, Rwtmgblar TraF7rdanB, R-clatgolar TrapTderq. Reclergular TrapTderg. a w 1 X 2%.376 LoW g Loadllg Leading Laxling Loadlrg Loadng Loading - 4oaoing "dim Laa3irp Loadxg Leadln9 Loaa6g L-0-Olrg LoaOug Lo-dln9 Lo-dllg Loadtlg U Alum.Tube Mulll. B it B ffi � S g ti 1313 �Sg a a� N Is Q 42 in 170.0 010 170.0 435 151.31-602 170.0 478 129.7 662 170.0 608 113.5 601 169.E 548 100.9 662 188.9 517 0Q8 602 16&9 617 75.7 662 16&9 $17 64.9 662 18a.B 617 66.7 662 16a9 617 � 481n 121.6 607 136.0 419 101.4 607 119.2 410 86.9 607 108.7 403 76.0 507 1028 399 67.6 507 99.6 397 60.8 607 99.0 396 5U7 50T 99.0 390 43.4 507 99.0 396 38.0 607 99.0 396 •--1 W Z 60.626 In 1W.7 458 114.8 370 66.4 456 99.9 371 74A 458 93,5 364. 04.8 466 84.0 SM 57.6 456 81.3 357 61.6 466 80.0 356 432 456 Sao 358 37.0 456 00.0 aW 324 456 80.0 356 �m W o3, O 641n 85.4 400 93,3 338 71.2 403 63.0 329 61.0 400 72.7 3M 63.4 400 67.3 31B 47.5 400 64.0 315 427 40D 623 314 35.6 400 61.8 313 30.5 400 61.8 313 28.7 403 61.8 313 (n O F- W1n 023 324 60.0 216 51.9 324 57.5 270 44.5 a24 51.2 2W 38.9 324 469 260 34.6 324 43.9 257 31.1 324 420 255 26X 324 40.6 253 V-2 324 40.5 253 19.5 37q 40.5 253 ((D 83 in 53.8 294 57.4 252 44.8 204 49.2 246 38.4 294 43.5 241 33,6 2B4 39.0 237 20.9 294 37.1 234 gas 294 55.2 232 22.4 294 33.6 230 19.2 294 33.4 230 1&8 -1. 33,4 230 2 �In 46,8 268 49.6 230 39.0 208 414 225 33.4 266 3T5 221 29.2 258 341 218 26.0 268 31.6 216 23.4 268 29.0 212 19.6 268 20.0 210 %7 268 27.7 209 14.6 268 27.7 209 9• rC 721n 36.0 225 37.9 196 3a0 226 322 191 25.7 226 28.4 188 7L6 2L8 25.6 185 20.0 225 2a6 182 10.0 22b 221 180 16.0 225. 20.3 1T7 12.9 226 10.6 176 11.3 225 19.6 176 Z v� 76 k1 30.6 202 32.0 177 =5 202 27.2 173. 21.9 202 23.0 170 19.2 202 21.5 167 1T.0 202 18.7 155 10.3 202 18.4 163 128 202 18.7 180 1&9 202 t5.e 15B 0.0 20x 16.6 168 a �Z 781. 283 192 20.6 16a 2&B in 25A 165 20.2 192 220 462 17.7 192 10.7 159 1&7 192 18.1 157 14.2 1B2 18.8 155 11.8 192 15.2 152 10.1 1B2 14.4 1. 89 192 14.2 150 Q J F Q N o 90In 18.5 144 19.0 128 15.4 144 16.1 126 Q 2 Z Lx11n 1&2 127 15.6 113 y uo�O TABLE 2B ANCHOR CAPACITY AO.IUSTMENT FORMULA: � 07 Anchor Ca ae Table Ibs ANCHOR CAP.,,,„,,-) lU 6ub,lmte: 2.71;Omwele 3.6x Conc. Nvwrr CMU Filled CMU P7 Wood MOM (DP-)X� 1 ANCHOR CAP_ 511V Eko 174 39 Eko 8'i6'Ekb 114'S9 Eko #10 Steel x12 Steel #12 Steel `MULLION CAP.,,,,,"-, Anchor CllpPattern. AnclwrType: 718'ElwUllmcen U4-EkoUlhabw 71B'ElwUllmeon 114-ElcdUluoean < x Q O O ullmcon ApomGelr4 tnuecon Apprecetor suLw(G5)sare7r(G5) screN(05) SET FORMULA TO OBTAIN THE"ANCHOR Q � r: Z Edo-01a1-0): f 2-itz' 1• - zv2• 3-11F 11 2It2• v 2.1w 2- ova• 2• 0.4a- 0.54' 0.374' CAPACITY REQUIRED"CORRESPONDING TO AN a Embedment(Ink vada 1-74- 1-Y4' 1-74' 1-3W 21 1414' i-1W i-174- 1-1/4' 1414- 1-174" 2- late• tare• s ACTUAL PRESSURE REQUIREMENT FORTHE 2Amnom f�4.T5' !Slandartl Of OBsel Gllp(Fq.ik 3901w 3B0 Wa 450 Its 090 bs 164410s 2701w 280 Ws 354 Ibs 7401, 3741bs 864 tbs 9481ba 3411w 4421w S801bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhom91.15•Mm.0.C,I Slendard(of Met)CUP(Fig.21: 4B0IM 700Iea WA NIA NIA WA 300Ibs WA NIA WA WA WA 6B21es 8851w 11201w CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AnAwc @ T MIn.O.C,t(2)2x5Angte CIiPe I(Rg.3r 700 ms 7601b, 0801bs 15801bc 10%k s 540lba 5801oa WA 7601ba T481w Bw ws a roe 662Ibs 8851w 11xor6 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhom 00A5'Min.0.0.7 U4,l1p,Into.1 25'Alum.(F,9.4): WA WA WA WA NIA WA MIA WA NIA WA WA WA I WA NIA 7153m CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ancho(/FLOP MO.5): 19514s I95Is; 225lbs 4451ba 8221w 1351bs 140W 1771bs 3701W 1871bs 532Iw 4731ba 170 tbs x21 Ibs 2BOIw ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhors 1.15"MIn.O.W F.Cip(Fitt.By 240 ft 350 Ibs WA WA NIA WA IWIbs WA NIA WA WA WA 011 Iba 4421be 56 M 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: r-RODUCT REVISBO as complyula lvllh it's F}blida ® • • 1 SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, Building Code • • ) �� 1.000" )-- Acceplanw740 -p2 •D3 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, r Expir6lion Falc �L( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE I By FlGURE3: I Miami deTrvdaCr 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.• • .2000" N1 I 1 111 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \\" I LYId,1/ y7�� • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I ,IAXO .• •••. N/(� �i� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L .375" Q:• �,1CLt�SG '<,p % CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 7{' No.56705 FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606376 AND BEA MINIMUM OF.125" / THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEELTO BE AT 1•X 27 X.375'MULLION (FAST THICK AND A ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _,�•,,L( �",// $ '6 U • THE MATETE RIAL.#10&#12 ANCHORS•INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S, :(� S7 i fE F C(/ (OR1UP.•' C� c,`\1. A.LJNN MIhhE3,P•E. FL P.E.#58705 TABLE 3A p MulllanCa ac Table IbIIV Opening Wldth(forverticely-spanrigmillons)orOpening Haight(for horizontaly-sparangmu(lons) 601n Be In 701n 601n 001n 1001n 12a In V in 160 in $'1.4 0 1 X2.75X Reetengular Tmpmng, Rectan9Wor Tmprelang. Rectangular Trapililug. Rectanguar Troptrdarg, Reclan9ulre TraP/Tdeng. Rectanguar Traprtdarg. Rectangular Tmpritfon9. R-Wgular Tmplydarg. Rectangular T.pre1mg. Loafing Loedrg Loafing Loafing L08dn9 Loadrg Loafing Loafing Inadug Laedrg Loafing Loa6h9 Loading Loedng Loading Loafing Loafing Loafing Sx g 375 Alum. Tube € a e u € € d Mullion R R 35 gg� g. $ q 8 B 8 g, R iL Si S 8 5 @." R�. .� 8� 8 g>; 8a >i aB r3 $ 3 SE BE c3 �g c7 SE 5 3c r7 c�5 3 1fE 3" S r7E S �g g� 3� 3 c7� d� 3 rT� 3 3E c3 rTZ o m h ag Tp ag. y._ s� y�•3g yy F yg p�{T '9� Pg � �� I_ cn m�v W d d d` dod arc fin: fo d �o d`U no E� d so d -�'. 3d �c da' d E� d`a did d � ¢ E d z �' c (n 421n 1T0,0 020 t70,0 435 170.0 744 "Be. 47B 170.0 B6B 170.0 60e 170.0 9B2 170.0 619 170.0 1118 V 521 170.0 1240 170.0 621 14e.7 1301 170.0 62I 127.5 1301 170.0 621 ti1.6 13af 170,0 521 Uhj 48In 170.0 708 170,0 524 170.0 850 170.0 584 170.0 992 170.0 030 170.0 1133 170.0 661 ISLA 1139 170.0 677 136.8 1139 170.0 680 t13.9 1139 170.0 680 97.8 1139 170.0 Sao' BSA 1139 170.0 680 '--1 � 50.625In 170.0 747 170.0 663 170.0 896 170.0 631 167.8 1D32 170,0 6" 148.E 1032 170.0 723 13D.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 766 83.9 1032 170.0 765 73.4 1032 170.0 756 o 3a 541n 170.0 797 170.0 812 161.3 907 170.9 691 130.2 907 164.7 730 120.9 907 162.6 720 107.6 907 145.0 714 96.8 907 141.1 710 B9.6 907 140.0 709 69.1 D07 140.0 7D9 60.5 907 140.0 709 m O 1- 60in 141.1 735 15t.5 625 117.8 735 131.1 611 111.E 735 118.0 699 88.2 735 1062 SD0 76.4 735 99.6 683 70.5 735 GSJ 678 58.8 735 91.8 674 50.4 735 91.0 574 44.1 735 91.8 dY4 H 40 631n 121.9 666 130.0 670 101.6 668 1ILA 657 87.0 age 98.9 547 76.2 86a 90A 638 87.7 B6B 53.9 631 00.9 SAS 70.8 528 50.6 668 75.6 521 43.5 666 75.0 621 38.1 age 75.6 621 � � J {{, U y 661n 106.0 607 1124 522 80.3 607 93.1 511 75.7 607 85.0 501 60.2 607 77.1 483 50.9 007 71.5 486 53.0 607 67.6 4B1 44.2 607 B3A 476 37.9 607 62.7 474 33.1 607 82.7 474 Z d� c _ ,1 721n Bt.6 510 B5.B 443 66.0 510 73.0 434 58.3 S11 B4.3 421 61.0 611 57.1 419 45.4 511 57,3 411 40.1 510 50.0 408 34.0 510 45.9 402 29.2 510 44.4 399 25-5 570 44.3 US � U) 761n 69.4 458 72.5 400 57.8 458 51.7 392 49,6 458 54A 305 43.4 4% 48.6 -378 30.6 458 44.8 373 34.1 458 41.6 368 28.9 {51 37.7 362 7A.8 458 38,0 369 21.7 456 35.7 35B j Jo u rrZ 78 In 64.2 435 67.0 3U7 53,5 435 68.8 373 45,9 435 49,8 386 40A 435 44.7 360 39.7 435 40.0 US 32.1 435 36.1 351 20,5 435 34,4 344 22,9 435 320 341 20.1 435 32.2 No Q Y 901n 41.8 327 43.1 29D 34.8 327 30.4 2B5 20.9 327 31.8 280 26.1 327 254 275 23.2 327 25J 271 20.0 327 23.7 268 17A 327 21.0 2a2 14.0 327 19,3 264 Z Z 6t Q t` Z CC) •,o 961n 3{.{ 287 35.4 257 29.7 287 20.9 252 24.6 267 28.0 2AB 21.i 28T 23.t 244 19.1 287 20.9 240 17.2 267 18.3 217 14.4 287 16.9 232 M uC,d rn 1081n 242 227 24.7 206 20.2 227 2A.8 2D1 17.3 227 18.0 198 15.1 227 18.0 185 N x LLI 1111n 273 215 22.7 194 18.8 2% 19.1 191 15.9 215 Isle 188 I` Y Y 120 in 17.6 164 ITS 167 )... x TABLE 3B ¢,.�- Z O O ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table Ibs �� "O s:0 ANCHOR CAP-,,, - 2-- 9ubslrole: 2.7k Camreta 3.5k Co.. Holm CMU FIOed CMV PTNbad McUI (DP)X� )=ANCHOR CAP,"„ m-'� €of 5'I6'E{co 114'SSEfoo 5118'Elco t14'SSEIco B1051ce1 i1251o01 N7251ed MULLION CAP., ",,c Anchor Clip Patterns Anchor Type: 3/tfi'Eke UIl2con 1!4'EPoo UIUecm WVoaon 3'16`EIco UlBacon 1!4-EIco U9racm Aggn Galor U11racm A00rc6mor Semw.(GS)ScrOW(G5) Scrm(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edoo U,,Wnca MY. 1' 2-IQ' 1" 2-tin 3.118• 1" 1 2-IYr 1• 2-12' r 3.11(• 2' 0.48' 0.64' 0.324, CAPACITY REQUIRED"CORRESPONDING TO AN Embedmmt plk 1a14- 1-14- 1-3t4' 1-314' 2' 1-114• 1.114- 1-114, 1.1/4' I-14• 1.114• 2' tars• 1a1B• wde6 ACTUAL PRESSURE REQUIREMENT FOR THE 2 n�bam 4.75'Min.o.a.f 9landard or OHsat dIp(FIp.1): US Ins 3901ba 4501bs 8901ea 15441w 2701bs 26016s 3e4 ins 7401m 374 Im 6641b: 946 ins 3tt ws 44z 1ba 801b 5s OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ancnars 1,15'Min.O.C./Stendartl(or oirset)Cup(Fq.2): 4801bc 700 R. WA WA WA WA 380Ibs WA WA WA WA WA 662Ibs J.85 1bs 1120 Iba CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchors 493-Min.O.C.1(2)2x5 Angle COP$I IRS.3Y• TOO Ibs 70ome 680 lbc 15601bs 16961bs 540 IW 560Iba WA 760Ibs 7481bs 8801bs 1892Ibs 8221bs Ibs 1120 Wa MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Arwhars R 0.45"Min.O.C.!U47IP,)nto.125"Alum.(Fig.4): N!A WA WA WA WA WA WA WA Wn WA WA wA A 715 lbs CAPACITY WHICH MAY BE USED TO QUALIFYr/F-C9p(Fq,5h 195 lbs 1951ba 2251ba 4451bs 82216s 1351ba 1401W 1771bs 37aUn t8716s 33216s 473 It. 1701bs 1m 280 me ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchors 1.f5'M12'"1F471p(Fq." 2401hs 350lb: WA WA WA WA 190Ib WA NIA WA NIA WA 3411os 4421I 5801hs ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED as complying with the FIDrkbL Uuildulg Code Off$. Acccpton-lVo l�o' D3 FIGURE I: FIGURE 2; TABLENOTES: --I 1,000" f--- Exptr811on Gate S 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, N{ja ti do Product COn[fe( SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. l I1 yf1 FIGURE3: \\�� N O`Y( LYN A,1lC 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750° `�`���.•''OGENSF (F ® A S HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •>4� . ANGLE CLIP MUST BE USED IN PAIRS. Plu.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSU 375"RE-TREATED 3 O' YELLOW SOUTHERN PINE WITH AN SG OF0.55.ALUMINUM SHALL BE6063•TS AND BEAMINIMUM OF.125" A •,• SIIIYYY!!!{{{fffiVVVG F j`:� MOO THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT 1'X 2,75-X.375-MULLION ; p •.,�CORID. ('j LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND .•„P•'LE 07 THE MATERIAL#10 81112 ANCHORS INTO WOOD MAY BESTEEL,18-8 S.S.OR41D S.S. 51 A (r�A F. e P Ll f� �!f R; .E. FL� #58706 r, 41 e cl e, 4 TABLE 4A a + a � Mullion Capacity Tablo Ibst Opening Width(for eer8cs sparrirgmUlions)orOpenlnaHalOhl(fortnri7arla*sp9mirgmUlions) 501n 60In 70In 6a In - BO In 100In 1201n Vo In 1001n RectenWler TreprTdan9. Raclangrrler Tre don: ReclanWlar Tr 1X2,76X p g epTden9. RoctengWsr TrapRdanO. RaclanWler Trap7dang, Raclengder 7rep/Tdang. RalenWlar TreprTdana ReelengWer TtaplTdeng. RectanWtar TrepfTdang, Loading Loading Loadng Loafing Loading Loading Loading Loading Loading (awing Loading L"TM L. rM Lowing Loadng Loadng Loading Loading gY p1i .660 Alum, . p r p ;b r a a t• a a �• n r x a n• -1 3 a x a a a It Tube z' ,. a •ksm•• b^ .. ., ,. a 3s.. a a-. o a,. 3 •�,. rn Mu]on a � a zg a g� 3 �• a o.� lire la �� a. a� �� �• �•� a� it �� a•g �• �� a te '` N �b m _$ s$ sC �$ e $ t �$ i3 �$ s? t �$ a. 31 g$ pe m 421n 170.0 620 W0.0 435 170.0 744 170.0 478 170.0 886 170.0 50e 170.0 992 170,0 SIB 170,0 1110 170.D W 170.0 t240 170.0 521 470.0 1488 170.0 521 11 W20 170.0 521 138.E 1620 t70.0 J W 451n 170.0 708 170.0 524 171 850 170.0 584 170.0 992 17c.0 B30 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 660 121.5 1417 170.0 680 100.3 1417 170.0 660 _ 50,625 In 170.0 747 170.0 563 170.0 890 170.0 831 170.0 1048 170.0 654 170.0 1185 17U 723 762.E 1288 170.0 747 146.3 1268 170.0 756 121.0 1288 170.0 750 704,5 126E t70.0 750 91.4 1288 U0.0 758 W p O 54In 170.0 797 170.0 612 170.0 956 170.0 591 170.0 1115 170.0 754 150J 1130 170.0 863 133.9 1130 W0,0 837 120.0 113D 170.0 858 11 030 170.0 Bel W.1 1130 170.0 881 75.3 1130 170.0 Cat 7 � U) 001n 170.0 685 170,0 701 146.5 015 IVA 751 126.E 915 144.6 746 109.9 915 132.3 73S 97.0 015 123.9 720 87.9 015 118.5 720 73.2 916 114.4 T16 82,E 915 714.4 775 54.A B15 11+.4 71S I--' -1 O J 631n 161.8 820 181.9 710 126.5 WD 138.0 694 1065 830 123.2 681 94.9 830 I= 670 $4.4 830 104.E 682 75.0 1W 99.4 650 es-3 630 94.5 649 54.2 830 04.1 649 47.4 830 04.1 049 U y J '6 68In 1321 757 140.0 050 110.0 757 119.8 638 94.3 757 105.9 624 82.5 767 08.1 614 73.4 757 80A 6W 68.0 757 04.2 6W Si 767 70.0 523 47.2 757 78.2 691 41.3 757 78.2 591 Z d 72In 101.7 036 108.E 552 64.E 8M 91.0 .546 72.7 836 60.7 530 e3.0 838 72.2 521 58,5 038 6&5 514 50.E e36 1 506 47-4 836 57.2 500 WA 638 55.3 497 21.8 636 55,2 497 -j J �o Z 781n 08.5 571 90.4 498 72.1 571 768 -AM 61. 571 87.4 479 4111IMS.6 471 48.0 571 WS 484 43.2 571 51.E 459 16.0 671 47.0 451 $0.9 571 44.8 447 27.0 571 44.5 445 781n 80.0 642 81,4 474' 66.7 54270.E 485 67.1 542 62,1 456 .7 449 44.4 542 51.0 442 44.0 542 47.5 437 333 S12 42,D +29 28.E 542 40.6 425 25.0 542 40.1 421 ~ Q N o 90In 521 407 53.7 301 ASA 407 45A 355 37.2 407 30.8 349 .3 343 28.9 407 32A 336 26.0 407 20.6 334 21.7 40T 28.1 327 18.E 407 24,1 322 18.3 407 23.0 3tB to BB In 42B 358 44,t 520 35,E 358 37.2 314 50.7 358 32,4 309 .E 304 21C 358 26.1 3W 21.5 3R 24.0 206 17.0 355 21.0 260 15.3 358 19.2 284 x U ��'ioxitOB In 30,1 283 W.5 256 26.1 283 25.D 251 21.5 263 22.5 24T .9 244 16.7283 18.0 240 15,1 283 16.5 237f`111 In 27.E 267 28,3 242 23.1 Z67 21.E 238 10.8 207 20,E 235 .3 231 15.4 267 18.5 226 U X 1201n 22D 229 22.3 209 18.3 229 18.8 205 15.7 229 16.2 202 z O O -7- t#vTABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: 2 11 r m0 s'00 Anchor Czpaclty Table fibs) ANCHOR CAP. , , u Subsimle: 2.tk Concrete 63-11V Fkuow CMU F01ed CMU pT Wood Me181 (DP„r,)X( )=ANCHOR CAP_ � 114'S9 EkoRWA 114'SSEko #10st.1 012Steal #12SleHAnchor clip Patterns MwrTytx: 3/16•Eko Ulwcon 114•Eko UNmcm 3r16'Eko ultri V4•Eko UlUacon AOgreGalor AgWeGala acrcM'(GS)Screw(G5) Srew(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Eege aalercp pn): 1• 2•ta• 1° z•1rz• r z•1rz• 1- 2•trz• 2• z• a.4a• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment M): faf4• 1.3/4• 1414' 1.314" 1-114• 1.114' 1.1/4• 1-174' 1-114' 2• 1-78' 1d/0' arks ACTUAL PRESSURE REQUIREMENT FORTHE 2 Anclwrs 144.75 L O.C.I Standards O(sd alp(11): 3g01m 390lb. 450W 890lb. 270 roe 2801m 3541m 7401m 3T41m 91Mbs 14t ros 44z1m seo Ins OPING,WHEN IT IS LOWER THAN THE MULLION 4 Andras(3.1.15'1O.C,I StarMard(or 08se11 C9p Wq.2): 46a 1m 700Im WA WA WA 380Im WA WA WA WA 6821bs 885I 1120W CAPACITY(FROM THE TABLE)OF THE SELECTED 4A-iO3"Min.O.C.I T2)2t5 Amla alp.1(Fq,3): T80 ros 780W 9801m 15601m 540 ros 560Im NIA 760 Its 7481m - 1592Im 662tbs- 665 m nz01m �MULLION.IT WILL YIELD A MINIMUM ANCHOR 2AMh0M®0.45-MD1.O.0 I U471p,In1o,125°Alum,(Fla.4): WA WA WA WA WA WA WA WA WA WA WA 7151m CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anaw I F4:rq(Fig.5l: 195lbs 195 W 225Im 4451m 822 Ibs 135 Im 1401bs 177Iba 371 L, 787 Im Ill lb, 473 Im 170 Ibs 221 Im 2001m ADDITIONAL ANCHOR OPTIONS FROM THE 2 A1h=®1.15'MIn,O.CJ F471p(Fq.Or 2401m 350Iba WA NIA WA NIA 10011 WA WA WA WA I WA 341 Im 4421m 500 Dss ANCHOR CAP ACITYTABLE. Ps cnn CTRD•VISED hI 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. 17s cnnlplyin8lv[1h Qto Fltxlda building Code ,ezy pj,�3 FIGURE 1: FIGURE 2: TABLE NOTES: Acpirati ce NO I.C121 • • � � --� 1.000' r-• Expiration Dato 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. B � SEE SHEETS 9.4 FOR GENERAL INSTALLATION METHODS. By Dad`P { 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOW ABLE. \� O •• •1•� FIGURE 3; .- �10ENS"•'<<'�f2 �� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" ' • • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 7\:• •'.�.� No. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 6501 .;-O CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED .p•, �G tiJ.J FIGURE 4: FIGURES: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' U 5'rAT-Of" - .W,` THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT 'h•'•• F P ` oilLEAST.125•THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.650'MULLION '��s�b S � THE MATERIAL_Ii10 8 412 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MILLER,P.E. FL P.E.#56705 TABLE5A qqNN ] O UN ry Mullion Ce ac' Table Iha#1 r � k Opening f'17dth(forvertira*sperWrg mJllons)or Opening Height(forhorlmnta*spemirg mullion) 501n 60in 7o In eO In 90in 1001n t20In 1401n Weir, Rocleng•8of TlaiMang. ReclanDulor TrWTdang. Reolengilar T(Wrderg• [170.0 ngrlar Traprrdeng. Raclmoar TropTdeng. Rectangular Trapltiang- Rectangular Trpp'Tdeng. RegarrgJer Traplydelq, ReclenfNlor TTBpITtling. a 1"X 3,126"x Loading Loadng Loading Loading Loading Loadingding Loading loading Loading Loading 'Loading Loading Loading Loadnu Loafing Loading Loading oZ o .600"Alum a a a a x a a a g p x r r n a x �- a a a �• r a d Tube Mullg a a 'Fs u a " „ „ .. ti a,. ,. a •a a,. iSe �-B a - is Rg �� �- q �. - a•� N $ ua ua o u9dCa41 .55 : ` _ € 1 si � o� �€ o� �� d gGz � � a� �r< s s� �� M� �rc sa �a s0421n 170.0 620 170.0 435 170.0 744 170.0 478 17D.0 88B 170.0 508 B92 170.0 519 170.0 1110 170.0 521 W0.0 1240 170.0 521 170.0 1488 170,0 521 170.0 1735 170.0 521 154.4 1602 170.0 521 4a In .170.0 708 170,0 524 170.0 050 170,0 664 170,0 B92 170.9 630 1133 170,0 681 170.0 1215 170.0 677 170,0 1417 170.0 080 157.7 1577 170.0 B80 135.1 157T 170.0 680 118.2 1577 170.0 B8060,5251n 170.0 747 170.0 503 170.0 WS 170.0 631 170.'0 1040 170.0 684 1105 170.0 723 170.0 f345 170.0 747 170.0 1494 170.0 758 141.7 14N t70.0 75e 12L5 1495 17D.0 756 100.3 1495 170.0 76e Wo54 M 170.0 707 170.0 012 170.0 VA 170.0 091 170.6 1116 170.0 764 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 {70.0 B58 124.8 1401 170.0 88f 108.8 140f 170.0 581 03.4 1401 170.0 801 co C)601n 170.0 OW 170.0 701 170.0 1053 170.0 707 15a.5 1160 170.0 378 1166 187.0 928 1213 1150 08.5 017 111.0 111ie 140.7 A10 926 t158 f44.5 903 79.3 1158 144.5 903 60.4 1166 144.' 903831n 170.0 93D 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 $00 1049 t41.7 848 f06,5 1049 132.0 8M 95.9 WID 125.6 828 79.0 1049 '119,3 820 88,6 W49 118.9 819 59.9 1049 1{8.9 819Be In 100,8 855 170.0 788 139.0 tK5 151.3 504 119.1 055 133.7 785 955 121A 776 62.6 055 112.E 765 83.4 D55 100A 767 69,6 055 99.8 740 59.6 055 98.7 748 521 11% 08.7 748 Z W o m 72 in 128.5 803 134.9 097 107.0 803 1f4.9 882 91.6 003 10L1 870 80.3 803 91.2 859 71.4 003 B3.9 B49 842 803 78.8 92 53.5 W3 722 632 45.9 503 09.8 628 40.1 803 89.7 827 761n 109.2 721 114.1 629 91.0 72L 97.0 BIB 73.0 721 85,1 605 88.3 721 78,5' 595 B0.7 721 70.1 US 64.5 72t 65.4 579 45.6 721 59.4 660 U.0 T21 58,8 684 14.1 721 58A 663 r J a zZ r 781n 101.0 884 105.4 509 04.2 6M 69,4 687 72.2 084 70.4 570 03.1 661 70.4 507 58A 664 64.4 SM 60.5 604 69.0 551 42.1 884 54,1 $41 30.1 684 31.3 638 31.0 604 50.8 534 1-- go Q o 1n 65,8 514 B7.9 {58 54,A 614 57,3 448 47.0 614 60,0 440 {1.1 514 44,0 -433 38.6 514 40.5 427 329 6f4 3T.3 421 27.4 5t4 33,0 412 23.5 514 30.4 4W 20.6 614 29.0 403 4 t0 Z 06 In 54.2 452 55.7 404 45.2 452 47.0' 390 3B.7 452 40.D 390 33.9 452 35.4 3M 30.1 452 32.8 378 27,1 452 30.3 373 226 452 20.6 WI 18.4 452 24.2, 359 10.0 452 22.8 355 9 X' N�ao ny 1081n 38.1 757 38.A 322 3{.7 357 327 3f7 27.2 357 2B.! 312 23.8 357 25,2 308 21,1 351 227 303 1D.0 757 20.6 .289 15.9 357 18.0 293 13.8 357 16,2 267 11.9 357 15.0 283 W N III In J5.1 J38 35.8 3W 29.2 33B 30.1 301 25,0 338 23.i 2178 21.8 J38 23.{ 282 19.5 133 20.8 2B0 17.5 378 19.0 264 14A 330 18.5 278 12.5 330 14.,1 273 11.0 335 13.6 269 Oj 120 h 27.7 289 28.2 263 23.1 299 23.7 259 19.8 289 20.5 256 17.3 280 18,1 252 15,4 28B 18,7 249 13.8 200 14.B 24B 1f.0 2AD 128 240 9.9 209 11.4 238 B.7 2B9 10.4 232 U X ,5 TABLEBB a=r z O Anchor Ce acity 7ebte Iha - ANCHOR CAPACITY ADJUSTMENT FORMULA : ANCHOR CAP. SucaUate 279 Cgsnde 0.5K cake. MOM CMU FtWCMU PTWom Moe (DP,,,)X( )=ANCHORCAP.- ;l16'Elco 114'SS ETco 516'Eko 1I4`S361co alto Sle9 #1251eN d12 steel MULLION CAP.,",,,,,,,, AnOhoiCllpPelteme Anchor Typo 3't6'EIcoUSrxm VCFxoUSmcan Uaacon 3't6•FJcouSram ve•E1o0uM12con ANCGaor USrecnt A99MG29a Screw(G5)Screw(65) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 1351ance0nX 1• 2-112' 1" 2-IZ 3-1/0' 1• 2-vr 1• 2-VT T 3-ve' 7 0,48• 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN EMbednal4 hY 1-3/4' 15'4• 1314' 1.3/m 2• 1-114• 1-ve• 14M' 1-v41 1.1M• 1-1/4• 2: i-Tv fa'a• vales ACTUAL PRESSURE REQUIREMENT FORTHE 2 Ancisn®d.78'MIA O.C,/SlaMore ar Oaten CIp IRg.1 3901bs 3909s 450r05 890lbs 16441Ds 2701os 2S)M 35415s T40lb5 374 los 664 IIM 046 IIz 34110s 442 MS Wire OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archm@1AW Min O.C./S4aMard(or Ormt)CUP(Mg.n 400 lbs 700 Its NIA WA NIA NIA 280 lbs NIA WA NIA WA WA 6021bs SM lbs 1120 to CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arfe11g5 Q3•b.0.0.Mn.O.G.I l2)2r6 Argle Clips I(0g.3X ISO lbs 780$W 6W au 16M lbs IM Ibs 5401bs 66D)m NIA 7601bs 7491b3 800 lbs 1892Im 652IDa fin1ts 11211in MULLION.TC WILL YIELD A MINIMUMANCHOR 3A.Ws®0.45•M /U•Clip,Into.l2W AWrn,fFlg 4X NIA WA NIA WA WA N/A WA N/A WA N/A WA WA N/A WA 1073 ks CAPACITYWHICH MAY BEUSEOTO QUALIFY .t Aner"I F410p(Mg.$ 195 Ib3 1Y'1W 225Ib5 445Its 922' 135W 140 Ds 177 Ibs 3741 Zak 1571bs 9321ts d731Ds 1704bs 2211ba 280Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2 AM"@ 1.15•Min.O.CJ F•C (Rg.R =lbs 3rAP-4 NIA WA WA NIA 100Ibs NIA WA NIA WA -- 3411M Acts Worm ANCHOR CAPACITYTABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD CLIP. PRODUC'I'RBVISBD ns complying wilh Nrc Flom& FIGURE I: H 1.000`-4 tg Code AcIlucepnco I�o-�21S•03 e imliop Dam /f 021 ® S 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES ANO SHEET 25 FOR INFORMATION ON LOA_DING. 13Y 0 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miw Dodo Proddet'Coc .. 1ty 111111I1/I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3125" �.�'rOp\� ...I FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. . -1,,-'�tGEP1fi{ •• ho 0 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. `<% •.;10 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ''7: N0.55705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED .50D" _ ) •; Q,_ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0083-T5 AND BE A MINIMUM OF.125" :;jS '•. 1 ,' /�7` (� 51/�1L F ,�•� THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND, THICK GAUGE),STRUCTURAL STEEL BEAT (1'VF MULLION) (.'•.,�L 0R40��`.'ICJ II II II LEAST.125"THICK AND A30.ALL ANCHORS INTO METAL SHALL SHALL EXTEND 1'X3.125`X.5"MULLION D AT LEAST 3 SCREW THREADS BEYOND '��� •• „•• ' �., O 0 THE MATERIAL 010&#12 ANCHORS INTO WOOD MAYBE STEEL,10-8 S.S,OR 410 S.S. A./LYN0111ER,P.E. FL P.E.1158705 I r •is, TABLE6A oH¢w MulflanCa acl Tablo(IbslfC2 xtdx Opening Width(forverticalty-spanning mullions)or Opening Height(for hod7nrilaily-sparring mullions) �^a!501n 601n 701n DO In 901n 1001n 1201. tall In 1601n g9v O Realen➢der TraplTdarg. Recten9Jar TmPlTden9• Reclan0aler Trep?donp. ReclangJar Trap7Tdeng. Boole 7rop'Tdzn➢• ReclangJar Trap?den8• Reotenguler TrepfTdon➢. Rectanguter TmMTdang• Reclanp.0ar Trap(TdanO. b a ¢ Ix4X,125 Lcnd;n9 Lowing Loafing Loafing Loafing Lowing Loadng Loafing Loading Loodrq Loafing Loadng Loading Lowing Loadng Loafing Loadng Wadog �i 4W,1 Alum.Tube �• .F F Al o � Mullion ,g 4111! 3 BT1y S LO &a.� s b )a,5 § g >: s bS s agEms. a: � ¢ ��. z f�. re s a s � rc a� o: rc 170,0 620 170.0 435 170.0 170.0 868 170.0 500 17D.0 892 170.0 Big 170.0 1116 170.0 621 V0.0 1240 170.0 521 VD,0 1480 170.0 b21 145.8 1489 170,0 521 527.6 1489 170.0 621 W 411n 170.0 706 V0.0 624 1T0.0 950 170.0 5tH 170.0 992- 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 150.3 1303 VDA 660 130.3 1303 170.0 NO 111.7 1303 170.0 680 97.7 1303 170.0 em _ 1Y R In 50.625In 170.0 747 170.D 563 170.0 BW 170.D 631 170.0 1D46 170.0 084 170.0 1195 170.0 723 150.1 1235 170.0 747 140.6 12M 170.0 750 117.1 1235 170.0 156 100.4 1235 170.0 766 67.8 1235 170.0 750 W o O 641n V0.0 797 170.0 612 170.0 VA 170.0 091 170.0 11111 170.0 754 164.4 1151 1Y0.0 803 137.2 1158 170.0 83Y 123.6 115a 110.0 856 1029 1168 170.0 efi1 BB2 1158 170.0 881 772 1168 170.0 861 m C' F-• O7 801n 170.0 685 170.0 701 186.7 1042 170,0 797 1429 1042 161.1 832 125.1 1042 146.7 816 511.2 1042 138.E 801 100.0 11142 130.2 791 $3.4 5042 125.1 782 71.6 1042 125A 782 62.5 1042 125.1 702 H 631n 170.0 930 170.0 745 151.2 992 163.0 Me 120.6 902 144.4 799 113.4 BB2 131.0 702 100.8 982 121.4 760 90.7 9B2 1%8 758 75.6 992 108.4 745 64.0 992 100.0 744 56.7 002 .108,0 744 661n 185.4 047 170.0 789 137,E 947 148.0 786 116.1 947 13D.3 760 103.4 947 117.7 752 91.9 947 106,7 738 82.7 047 102.2 727 88.9 047 03.1 713 50.1 947 94.0 711 51.7 947 94.D 711 z T.7 zm o c 72In 135.9 849 1427 737 113.2 649 121.6 722 07.0 040 108.9 708 04.9 840 96.4 006 75.5 849 88.7 880 67.0 B19 B27 675 66.6 849 T6.3 659 48.5 849 72.6 652 425 849 12.4 651 ? Wa` w pW 76 in 116.6 762 120.7 665 90.3 762 102.6 652 626 J47843.2 640 72.2 762 BOX 629 84.2 162 74.2 620 57.8 762 69.2 613 46.1 762 62.6 602 41.3. 162 59.8 597 36.1 702 59.4 %5 -1 �� 78 in 106.9 724 111.4 834 E9.0 724 94.8 621 76.3 fi09 69,6 724 74.4 699' SB,4 724 68.1 691 6].4 724 63,4 863 44.5 724 57.3 573 38,2 724 54.3 567 33,4 724 63.5 565 F, D3 In 69.6 60 71.8 483 60.0 643 60.7 474 {B.7 468 43,6 613 47.1 458 38.8 643 {2B 452 34.8 543 39,5 446 29.0 6!3 34.9 438 24.8 543 321 43D 21.7 643 30.7 426 Q � Z N o 98 h 57.3 478 58.9 427 47.8 478 49.7 419 40.9 412 35.8 478 36.5 406 31.8 478 34.9 400 28.7 475 320 395 23,9 478 28.1 US 20.6 476 25.6 360 17.9 478 24.2 375 ~ U):4 8 p1081n 40.3 377. 41A 341 33.6 377 34.e 335 20.8 330 25.2 371 28.0 325 224 377 24.0 321 20.1 377 22.0 317 16.6 377 19.0 310 UA 377 17.1 304 U) 7-III In 37.1 351 37.6 323 30.9 357 31.6 318 28.6 313 23.2. 351 24.4 3D9 20.6 357 22.0 305 1B.5 357 20J 301 15.4 357 17.4 204 p' S2S2 120 In 29.3 308 29.8 219 24.5 3W 2B.1 274 21.0 270 18.3 30B 19.T 267 16.3 306 17.3 263 l) )(. ¢ Q O 144 h V.0 2.12 17.2 196 Q.o Zco Cn TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: mElf Anchor Ca scl Tabte ilia ANCHOR CA"-',,'- _ SUMlrete: 2.7kConcrete 3.5kCam. Hollow CMU FliledCMU PT Wood Metal (DP_)X1/ ANCHOR CAP.,,, Yl6•Eko ff k1320 114'SS Elco 810Sleel 012131"1 812Stoll `MLLIONCAP.,NAOehorCllp Pdheme Anchor Type• 311V Eke Ulbeeon 1/4'Eko lNlmcon 3N0'Elea UIOWon 114-Eko UBraconUllrocon ApgreOalor screw(OS)$crew(G5) Screw(G5) USE THIS FORMULATO OBTAIN THEANCHOR Edge 01.1-(b): 1• 2aa- 1' 2.1/r 3.118• 1" 2-11. 1• 2-1a' 2' 0.4b' 0.54' 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN EmMWnent lhk 1.314' 1.314• 1.3W 1a14• z' 1-114• I.1f4' 1.5f4' 1-tf4' Y 1318' 13m' lama ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors@4.76•Min.G,C.I StBW&d of 01tsel Clip(FI9.1a2r: 390M 390W 4501N BOO Ib4 1644las 770 IN 2801bs 354 IN 74O IN 3741ba a46 the 341 rbs 4421ba 660as OPENING,WHEN IT 15 LOWER THAN THE MULLION 4 Anchors 0 2.25'Min.O.C.I Standard(or Offset)Clip(Fig.3): 7DO lbs 700)lit 580 IN 14101bs 052 IN WA 660IN WA 630 as WA WA 682IN 885 IN 1120 IN CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchors 44 1.15•Min.O.C.I Slanderd(orOthep Clip(Fla,4). WIN 14001m WA NIA WA WA 700IN WA WA WAWA WA 1303IN- 1770IN 22AO W MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amhara 9 3•MIn.O.C.1(2)295 An➢le Clips!n.5): 7801bs 7601os OBOlbs 1560IN 1896IN 540IN 5B0 ilia WA 760 IN 746IN 18921m 6821bs Mica 11zo Ibs CAPACITY WHICH MAY BE USED TO QUALIFY B Anchors 3•Min,O.C.1(2)2s5 Angie Glps I(Fp.6): 11701bs 1170IN 10201os 23401b5 2844 ba 8101bs 840 IDs WA 11401bs 11221bs 2a301bs. 10221bs 13271bs I680 Ibe ADDITIONAL ANCHOR OPTIONS FROM THE 4 AmMrs@0.45'Mbr.O.C.I U�Vlp,hlo.125•Aam.(Fig.lk WA WA WA WA WA IN WA WA WA MIA WA WA N!A 1430Ibs ANCHOR CAPACITY TABLE PRODUCT REVISED 2An'hom 92.25'MIRO.CJF-Gip(Fig.6Y. 350r. 350 MW 1 290 IN 7D5 IN 1 473 ft I WA 2801ba WA 3151W WA 440 IN WA 341IM 4421bs WIN I os complying with lie Fi0i1ds1 4An0howQ1.15'MhO.C.1F-CIIpn.9)4 4601N 1 700IN I WA I WA I WA I WA 1 3801b9 WA WA I WA I NIA I WA 1BB21bs 80516s 1 11201as 1.000" Building Code,�b7.19,� NOTE:.FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 'I I` Acocplancc N. 2( - Expl7a0m Dale TABLE NOTES: By FIGURE1: FIGURE 2: FIGURE 3: FIGURE 4; FIGURER: FIGURE9: Mimi doPror all�bind7 • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE CL l • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ' 9/(( Off\ .,....,.• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �y,'' \CE1�Se • • • • • • • • • • it ' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000" __;l::• 10.51S/05 _ TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. „() b • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED �) STAT F ,;� • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW (-125" ;.C1„'•. ...... , • • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK STEEL 1 E ••••" STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK � ,� ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 8 1'X 4'X.125' A.LYNN MILER,P.E. ,412 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A h kyS MulllonCa act Tablo Ibs • F hie OpeningWidUi(forverticaltyspamingmuNors)or Opening Haight(for horlinorialy-spanntrgmldnons) 501n BON 70In 1 80In "In I 100N i201n t10in 160In 0 Racl.mwd T.PrAl q. 11 c0 puiar Trapridang. ReOurgular Trapridang. R.Imqulsr Traprrdang. 11W.9dm Tap7Tdan8• ReelengWar TrapRdang. ReoI.WIm Tre nan Reetan dar Tra 1 x.4X.375 MT. B• 9 p/Tdan9. Reatnngelar T7L dan9. a:*Lowing Leedn9 Loadng Loadhp Loading Loadng loadnp Loatling Loading Lootlln9Loodng Loadn9 Landrg Londn9 LoadN9 LoadNe LoodN9 Loadng Alum.Tube ' ?' ;� a g p ;� � � a �• r ,F a �• r x a a p a r a a a a ,� a .. a a.. m - o •a 0 3.. c `2 N Mulliong � I AT g8 is �` zi a#� g a� 2 <z ��" i a� � d# Z < 42N 170.0 620 170.0 435 170.D 744 170.0 478 170,0 8B8 170.0 506 170.0 992 170.0 819 170.0 111E 170.0 521 170.0 1240 170,0 521 170.0 1488 170.0 521 170.0 1735 ila,0 521 17 O 0,0 196J 170,0 521 48 in 170.0 708 1 170.0 '524 170.0 850 170.0 5B4 170.0 902 170.0 S30 170.0 1133 170.0 861 170.0 1275 170.0 677 170.0 1417 170.0 ON 170.0 1700 170.0 880 170.0 1983 170.0 680 I51.0 2d24 170.0 680 LU 60.6251. 17a.0 747 1170.01 563 170.0 896 1 110.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.D 1494 170.0 756 170.0 17D3 170.0 76B 156.0 IBM 170.0 758 136.5 1919 170.0 766 - 2 0�m (1) 34In 170.0 797 170.0 612 170.0 958 170.0 091 170.0 1116 170.0 764 170.0 1275 170.0 8D3 170.0 1434 170.0 $37 170.0 1594 170.0 658 159.9 1799 170.0 56t 137.1 1799 170.0 861 120.0 1799 170.0 861 m p 60In 170.0 685 170.0 701 1-10.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1694 170.0 996 155.6 1819 170.0 1033 129.6 1819 170.0 1D03 111.0 1019 170.0 1003 97.2 1619 170.0 1063 C00 J 631n 17a.0 930 170.0 745 17010 1t16 170.0 850 170.0 1302 170.0 940 170.0 148E 170.0 1015 J 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.E 1542 168.6 Ilm 100.7 1642 167.9 1157 SBA 1542 157.9 1167 'J F{� 661n 170,0 97; 170.0 789 170.0 1109 170.0 907 170.0 1784 170.0 1002 160,8 1472 170.0 1088 142.8 1472 165.8 110 128.5 1472 168.8 1130 107.1 14n 147.8 11D6 91.8 1472 146.0 1104 60.3 1472 146.0 liol U) ' C 721n 170.0 1063 17e.0 ale 170.0 1275 170.0 f009 150.a IzzO 1a8.2 11a1 1320 1320 149.9 1082 IVA 1320 137.8 100 105.6 1320 128.E ID49 $8.0 1320 117.0 1024 10.4 1320 1126 1013 66.0 1120 112.5 1012 � w J zLLLLLL 78In 170.0 1122 170.0 977 149.6 1184 169.4 tOt3 120.2 1184 iSB.9 B84 112.2 1154 1253 978 99.7 1181 115.3 964 88.8 1184 10T.5 952 7f.e 7184 97.8 B75 64.1 1484 93.1 82r 58,1 1154 87.3 BZS � 0-& u yZ Q _1 V 70In 188.1 1124 170,0 967 138,4 1124 147.0 965 118.8 tt2i 128.8 947 103.8 tt24 115.8 931 92.3 1124 ta5.8 81B 83.0 1124 98.5 BOB 69.2 1124 39.0 880 50.3 1124 84.3 881 61.8 1124 87.2 878 C• 901n 108.1 844 111.6 760 90.1 844 94.3 736 77.2 844 02.1 1 72A 6T.6 844 73.3 712 60.1 844 66.6 702 54.0 644 61.4 693 45.0 M4 54.2 678 38.6 B44 60,0 66B 33.8 844 47.7 662 Q Z 961n 89A 742 91.5 663 74.2 742 11.2 652 83.8 742 67.2 641 S5.7 742 59,8 631 49.5 742 54.1 622 44.5 742 49.8 614 37.1 742 43.0 we W.8 742 39.8 590 27A 742 37.5 584 F d ..�50 108N 32.8 588 63,9 40 62A 58B 57.8 521 44.7 686 ASA M3 39A W6 41.4 506 34.8 d86 37.5 f96 31.3 688 54.2 492 28.1 586 20.6 481 22,3 586 26.6 472 19.5 586 24.7 448 � � M� S Ill In 67.8 555 58.8 503 45,0 655 48.5 495 41.2 655 42.9 4B7 35.0 1i55 38,0 480 32.0 655 34.2 473 26.8 655 30 467 24.0 555 27A 457 20.8 555 24.3 448 18.0 553 22,4 441 X Y Y 1201n 45,0 475 46.4 433 38.0 475 740 426 32.Grf� 30.7. 420 20,6 475 29.8 414 26.3 476 28.8 4D9 228 475 24.5 404 19.0 475 21.1 395 16.0 478 1aT J67 14.3 475 17.2 381 1441n 26.4 330 26.7 305 22.0 330 22.4 301 i80 19.3 297 16.6 330 17.0 293 Q x Q 0 0 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: g a� Z mU)s0 Anchor Capacitv Table Ibs ANCHOR CAP.,,,,,,,, 9ubslmie; 2.7k Corofcla 3,5k ConnKWA HoOarI CMU Filled CMU PTwood Metsl (DP,,,,)X{ "}-ANCHOR CAP.,„, 5'16'Eka 17d'S6 Eko 5118'Elco 114.65 Elco 910 Steel M2 Steel N12SWd Anchor Cllp Patterns AnchmType: 7118'Eko UlVacon i/4•Eko Unreeoa Ulwcono UlBaon t!d•Eko Uilrecan Agg.GMx Ultmcon A9BraGalor S-(G5)Scnm(G51 60m (05) USE THIS FORMULATO OBTAIN THE"ANCHOR Edge Distance('m): 1' 2-1R' 1' 2-I1r 3-7/8' 2-12- 1• 2-12• 2• 3.1/8• 21 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment pn): 1.3/4' 1-314• 1a74" 1.3/4' r 1.114• 1.1/4• 1-1/4' 1.1/4' 1-v4• 2- tale' lal6' wda- ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom 04.75'MN.O.C.l SlaW dar(Msel Cllp(F1g,182): 390lbs 090Ws 4501bs 890@s 1644IM 2801bs 354Ib3 740lba 374lb6 GMlbs 9461bs 341IM 4421bs 5ww OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anohom®2.25•MN.0.C.l Standard("Oft.[)C0p(Fl0.3): TOO Bn 700 W 560 Un 14tO Its 9521bsw im WA 630 lbs WA 880 IM WA 662 lb. 6851bs 1120 1ba CAPACITY(FROM THE TABLE)OF THE SELECTED BAnchom 1.15'MN.O.C.!Standard(or Offset)COp n.4): 9601bs 1400lb. WA WA WA 7601bs WA WA WA WA - WA 1383 Ws 1770 lbs 2240 Ibs MULLION.1T WILL YIELD A MINIMUM ANCHOR 4 nnetms @ J'Min.O.C.!(2)2x5AnpW Glps/(Ffg.5):1 780 Ws 78o In, e6D Ibs fssa Ibs IBM Ibr sqa lb' 680IW wA 760Ibs raa 1lm e6o Ihs +Bsz Im 6az 11u Gas 1� +12a lb. CAPACITY WHICH MAY BE USED TO QUALIFY 6Anchws®3-Min.O.C,1(2)215AnglaWpnl(Flo.e)o 11101bo 11701bs 101116s -1Ib9 2644IW 810lbs 64014, N/A 11401bs 1122Wa 13201ba 2a3aIbs 1022Ibs 13271bc 1SOlbs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amhma 90.45•Mh.O.C./U-Gip,Into.125'Alum.(Rig.TY. WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430Ibs ANCHOR CAPACITY TABLE 2 Ahchara®2.25"MN.O.GJ FLlip(Fig,BT 350 M 350 Ibs 2001b3 T051bs dill Ws NIA 2B0Ibs WA 315IW WA 4401bs WA 341 Ibs 4421w 560 Ibs PRODUCT REVISCD 4 Anchors 0 1.15'Mtn.O.O/FL11p(Fig.B): 480 Ibs 700 W WA WA WA WA 3B0IW N/A WA WA wA WA 682 Ws 8851bs 1120 Wo as demplyin8 Wilk 17ln Pibridn Code NOTE: Building FORTHE OFFSET CLIP,USE SAME ANCHOR PATTERN AND ANCHORVALUES AS THE STANDARD CLIP. 1.062" r•- -j 1.000' f-- AOccptmcol4o I6-a2)S.Q� E piraf n DOle 4�,'2021 _ TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3:, FIGURE 4: FIGURE 8: FIGURE9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION Mim Dndo lmduct • • • • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11 I I 1 I 1 I ' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, \��\ (GYtJN/1�/�//i�� o • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 4.000• 4.000" �\'• i4 %_ SHEETS 21-23•HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No 68705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: - FIGURE 8: FIGURE 7: ld- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND (,C - • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AS7M C-90.WOOD SHALL BE ;�•'. -I,f,.1E ra�: ,�(U:: • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITHAN SG • • OF0 SHALL BE 6063-T5AND BEAMINIMUM OF125"THICK.STEEL STUDS TO BEA MINIMUM GRADE ::}) 33 AND.045' .375" •%.0 '••...... "•' THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST A25"THICK AND A36.ALL ANCHORS 5"37 37 !• �S' ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10&#12 1'X 4'X.375' 1 V X V X.375'� r7r S/L ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. "T'-MULLION MULLION A.NNNIMILLI='131\`�,P.E. FL P.E.#58705 1 , � P r • 1 1 'r TABLE SA N99 r Mullion capacity Table(Ibs71t2 'rd x Opening Width(forverlically-sperd muItions)or Opening Height(for borizordo0yLspanning mullions) Sa 501n 601n 701n 001n 801n 1001n 1201n 1401n 1601n w 1.26"% Rectangular Treprrdmg. Rectangular TraVM no: ReclengAar Trap/Tdang. Rectongd Traprrdmg. Rectsn0.4er RgriHmg. Roclan4Nlar Trop/Tdang. ReclanguW V.Prrrlang, Rectanow TWTdang. Raciangular Trepritlang• do Loadng - Loafing Loafing Loading L.[no Loadno Loadng Loadng Loading Loading Loafing Loadng Loadrg Loafing Lcadm9 Laadag Loading Loading .265"AIUm 's 6 '3.. a-• TuheMull a aG a � a ® a �9 d �o �e a a� a m g ^� ILA ., �. �� a 2 LN a a s s a 3 B t49 0 ea a a 8 Ls` 8 sa a 8 & h 6� r sp zsb.s �� as h b rr� b� _7 t,& �� a e� �.9 421n 170.0 620 170.0 435 '170.0 744 170.0 478 V0.0 808 170.0 508 170.0 882 t70.0 619 170.0 f116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170,0 1735 770.0 621 151.8 1769 t70.0 521 401n 170.0 708 170.0 524 170.0 850 170.0 684 170,0 992 170.0 630 V0.0 1133 170.0 Set 170.0 1276 170.0 677 170.0 1417 170.0 660 1S4.8 154E 170.0 680 132.7 1548 170,0 690 i16.1 ISO 170.0 680 50.625In 170.0 747 170.0 563 170.0 B96 170.0 631 170.0 1046 170.0 UM 170.0 1195 170.0 723 V0.0 1345 170.0 747 187.0 1466 170.0 768 139.2 1468 170.11 758 119.3 t468 170.0 756 104.4 1468 170.0 768 2 o N 541n 170.0 7B7 170.0 512 170.0 956 t70.0 691 170.0 We 170.0 764 170.0 1274 170.0 803 1631 1376 170.0 837 145.8 1378 170.0 656 122.3 1376 170.0 861 104.8 1376 170.0 851 91.7 1376 170.0 881 m co O 601n V0.0 885 170.0 701 170,0 1ge3 170.0 707 15%9 1158 170,0 878 139.0 1150 IVA 930 123.6 1158 156.8 g79 111,2 1158 150.0 912 927 1156 144.8 905 79.4 1158 144.8 905 69,5 1150 144.8 005 F=-' LL] tD J 831n 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 M2 120.1 1051 1420 848 106.7 4051 132.3 837 96.1 1051 125.7 830 80A test 110.5 822 68.8 1051 119A 821 60.0 1051 iI9A 821 J 661n 167.1 957 170.0 789 139.3 957 151.8 205 110.4 957 134.0 790 104.4 057 121.6 717 92.8 057 112.6 T67 83.6 957 t06.6 769 69.8 957 100.0 750 59.7 957 98.9 748 52.2 957 06.9 748 Z -J z m m 721n 128.7 804 135.2 698- 107.3 804 116.2 "654 01.9 ISM 101.3 871 00.4 804 9L4 550 71.5 O04 84.1 850 64.4 804 70.8 643 53.6 804 7Z3 633 46.0 804 69.9 629 40.2 804 69.8 628 yw 761n IVA 722 114.4 630 9i.2 722 97.2 818 [25.1338 83.3 608 68,4 722 76.7 698 60.8 722 70,3 5B8 64.7 722 B5.5 680 45.8 722 69.6 570 39.1 722. be.7 05 34.2 722 56.2 W4 J o Z 781n 101.2 685 105.6 600 64.4 605 89.6 588 78.6 577 63.3 805 70.5 5BB 56.2 685 64.6 680 50.6 685 60.1 553 42.2 683 54.3 543" 38.2 685 51.4 537 31.6 685 50.7 636 Q � �-- F N Q N o 60In 85.9 515 68,0 457 54.9 515 5T.5 "449 50.1 441 4f.2 S15 44.7 434 36.8 515 40.8 428 33.0 545 37.4 422 27.5 575 33.1 413 23.5 515 30.5 407 20,6 515 20.1 404 Q x Z r 95 In 54.3 453 65.6 404 45.3 453 47.1 397 41.0 3B1 N.9 453 36.4 385 N.2 453 33.0 '379 27.2 453 30.4 374 22.6 453 26.6 we 19.4 453 24.3 360 17.0 453 22.0 355 4- 03 a; co IDS In 38.1 358 39.0 323 MA 358 32.8 318 28.4 313 23.6 358 251 300 2t.2 358 22.7. 304 19.1 350 20.5 300 16.9 358 10.0 293 (n rn o 0 M III In 35.1 338 35.8 306 29.3 338 30.1 301 26.1 297 22,0 338 23.2 293 19.5 338 20.9 289 17.6 33e 19.1 285 OY x1201n 27.0 290 263 264 232 290 ZJ.B 260 20.8 256 11.4 290 18.2 253 15.4 290 10.4 249 U N Q ?> 1447n 10.1 201 18.3 186 Q N O O a�r z..cn rn . "O>O TABLE88 ANCHOR CAPACITYAOJUSTMENTFORMULA: €w R Anchor Capacity Table Ibs ANCHOR CAP.,,",,,,,,, F Substrate 27KCmd. 3.5aCa1c. HoikwCMU FI9cdCMU PTWwd mew (DP"„)Xt N=ANCHOR CAP.,,, &16`El1O 1/4•SS Eko ryi6-Eko Ihr SSEIca 410S1rm rh2Sleel 02 Simi MULLION CAP.,-,,,,, AnchorCllp Pattema - Anchor Type Elco Unlaem Va'EkoUllracon Unrdcon &16'Elco Unrocm 1!4'EkoUnacon Ag7eG81ar Unman Agim�atur Semw(G6)Screw(W) SUM(G5) USE THIS FORMULATO OBTAIN THE'ANCHOR Edge pstarce 92-vz 1• 2-v2 0418' 1• 2-112 1• 2-tr2 2 3•tle• 2 0.48• o.5a• g.32a• CAPACITY REQUIRED'CORRESPONDING TO AN ErnbWOml ' .1.3'4• 13M• I8w- 2- 1-v4• 1-tr4• 1-174• t-v4 1414' 1-1/4' 2 1-3W tars vane, ACTUAL PRESSURE REQUIREMENT FOR THE 2 AMMM @ 4.75'Min.O.C./=c dad ar OOseI CII qs 390Its 450 IDS 890 Za 1644 lbs 270 ins 280 vrs 354103 74010s 3741bs 6641ts 946Im 341103 442Ina 56010s OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers®1.15•Min.O.C.I Standard(orat,e0 Cnp(Rg s 7001DS NIA WA HIA NIA 3801ts NIA WA NIA WA IBA aszloS ISM M I ins CAPACITY(FROM THE TABLE)OF THE SELECTED , 4Aminrs@3'M37.O.C.1(2)2c5 Angle Cllpsl(Flq s 78]Iro mains 1560 its tro6los sloins l;so to NIA 7s91ts 74a los ago its ie921nv 6azlbs ��mAjl MULLION:IT WILL YIELDAMINIMUM ANCHOR 4Arcron®0,45'MMO.0.1UC9p,Inlo.IWAIUm. I9. WA NIA .WA NrA IVA WA NIA WA NIA WAA CAPACITYWHICH MAYBE USED TO QUALIFY 1ARrnrlFCI1p(R9 s 19610s 225105 445M 8a It6. 135I65 1401DS 1T7103 VOIb6 107 Itn 3321bs d73'Ae 170 ins ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancrols@ 1.16MIn O.CJ FC11p g. os 3501ts IVA WA NIA NIA 1001ts N1A WA N/A WA WA 3471bs ANCHOR CAPACITY TABLE. PRODUCTREVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as complying wikh the Flb&h BuilFIGURE I: FIGURE2: AccdlnBeptmceNoCodc �1,250'--i Acc a•O� TABLE NOTES: E%4r�11 ON LOADING.SE SHEETS 24 SEE SHEET I FOR TIONS ON FOR GENERALCI�NSTALLATION METHODS.THE TABLES AND SHEET 25FOR INFORMATION - Mimn ( All2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, FIGURES: �� TO •., �( �i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188" S BCLIP E USED T SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 285" SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Alu..13f05 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND - p FIGURE 4: FIGURE& FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL � '.0 0 (.p :•Lr/„ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE r /�) S Al E D 6063-T5 AND BE A MINIMUM OF,125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 1.25'X 3.188'X,265'MULLION O .046,THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.128"THICK AND A36.ALL (t-174'VF MULLION) ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. rII`•S/PNAL•�LL11�� #10 6#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.IYNN IMILLt`It,P.E. FL P.E.#58705 TABLE9A n Mullion Capaoity Table(Ib.00) O Opening WWIh(for Verecegy-spanning mWone)or Opening Height(farhorizontally,parlreng mUeorn) It G'.^�, 501n 601n 701n 801n BO In. 1001n 1201n Vain 160In LO 1,26 X 3.25 Roclenputar Tnp'Tdmg R4elarqular TrepTderq. Raelenpular Tr4pRdang. Reclarpular Troprrdan8- Raolmgalar TmplTdang. R.I.,., Trap7Mang Roetongular Tmp'Tdang. Reelanwlar TraprTdeng. Rwlangtd. TnpTdang. O O X.100 Loading LoadnB LaadnO LoadNp loedap Loednp Loafing Leading Loadlq L.& Loading Loading Loafing Loafing Loading Loafing Loadng loafing Sxti U All Tuba P �• ,�• A• _ Mullion �. t8. �� � �� a �. LO a W 42n 170.0 120 f70.0 {35 170.0 744 170,0 d7B tT0.0 868 170.0 506 170,0 992 170.0 51B 170.0 Ilia 170.0 521 163.3 1118 170.0 621 121.7 1118 170,0 521 f09,5 1t18 170.0 521 85.8 1118 1T0.0 521 ) W 48 n 170.0 703 170.0 524 170.0 850 IMD 584 167.8 976 170.0 630 146.7 978 170.0 861 130A 97B 170.0 077 117.3 978 170.0 Sea 67.8 978 170.0 age 03.5 878 170.0 880 73.3 978 170.0 680 j W 50.025 in f70.0 747 170.0 683 170.0 89B 170.0 631 160.7 027 170.0 684 13l.9 227 166.5 LOB 117.2,927 159.1 egg 105.5 827 166,3 096 37.9 927 158.3 $95 76.4 827 156.3 695 65.9 927 156.3 $95 lY 0 54N 170.0 787 170.0 612 154.5 939 170.0 69f 1326 860 163.9 663 115.9 86B 141.8 669 103.0 859 134.0 660 82.7 869 129.8 651 77.3 868 128.8 652 66.2 869 128.8 652 57.8 089 128.0 652 0 Q 601n 143.2 746 153.8 634 119A 748 132.3 620 102.3 746 117.6 608 89.5 748 107.8 539 79.8 746 1aL0 692 71.8 746 96.8 687 69.7 746 93.3 583 51.2 746 93.3 683 44.5 748 93.3 S03 fY) ~ 6JN 123.7 677 132.0 579 707.1 g77 113.2 566 88.4 OTT 100.4 555 77.3 077 OIA 640 68J B77 $5.2 639 61.B 877 61.0 534 51.E 877 77.0 520 44.2 677 76.7 529 38.7 877 781 629 1- 6 O J C 6B In 1D7.0 BIT 114.1 630 89.7 617 87.6 51B 76.8 8f7 B8.3 50g 07.3 B77 78.3 600 59.B 817 726 494 57.6 efi 68.7 489 U.6 BIT 64.4 493 30.4 BIT 63.7 482 33.8 611 03.7 482 111 a c 721n 82.8 518 87.1 450 G9.1 Sig 74.2 440 59.2 518 65.2 432 SIA 618 58.8 425 48.1 SIG 642 /1B 41.4 510 50.7 4f1 31.5 518 48.6 fOB 29,8 SIB 45.0 405 26.9 518 45.0 405 Z U)a 2 5 7810 70.5 405 73.7 408 55.7 465 62.6 396 50.3 465 64•0 390 44.1 465 49.4 384 39.2 465 45.3 3T9 35.2. 465 42.2 374 29.4 485 30.3 367 25.2 455 3..5 364 22.0 465 362 363 J �3 TO in 85.2 441 68.0 387 563 441 67.7 372 46.8 441 50.8 372 40.8 441 45A W8 36.2 441 41.8 360 32.6 441 38.7 358 27.2 441 34.9 349 23.3 441 33.1 346 20.4 441 327 345 J �o i7 ¢@Z 90n 12.4 332 43A 296 35.4 MZ 37.0 289 30A 332 32.3 281 28.5 332 28.0 280 23.6 332 281 278 21.2 332 ,24.1 272 17.7 332 21A 265 15.2 332 19.6 262 13.3 7]2 IV 260 � Q O .r � O esn 35.0 2B1 35,9 200 28.1 201 30.3 256 25.0 291 26.4 252 21,9 291 23.5 240 10.4 291 21.3 244 17.5 291 19.5 t41 14.8 29l 17.1 230 12.5 281 16,6 232 z r ¢ N o 100In 24.8 2J0 25,1 208 20.6 ZZ 230 21.1 205 17.6 230 18.3 201 15.4 230 16.2 198 Q X„z C) ill In 22.0 210 2J.1 187 iB.B 21B 1B.f 1g4 18.2 21B 18.8 t91 14.1 21B 14.8 18B l� 308~ 120N 17.9 187 18.2 170 f4.9 187 15.3 167 1MX 52 52 Q N Q z O O 0.ar TABLE 96 - ANCHOR CAPACITY ADJUSTMENT FORMULA: a6 1W0 An cherCapacityTable Ibe) ANCHOR CAP.,„,,....Subslr4fa: 27k Conerele 3.6k Cano. HOTrow CMU Filled CMU PT Wood Melal (DP)X( )=ANCHOR CAP.,," 5l18•Elca 1/4.39Eko 5r10Elco 1/1'9SEtao OtOStool 9f2Sleei 9129fed MULLION CAP,,,,, ,-,- Anchor Clip Patterns Arctwrryce. 3/16'EIW Ullmcon 114•Eko UlbOaan Utlrecon 3/16'Elco Ullman 1r/'EIco Ulirecon AggreG01or Ulirman AWeoalar 5crcw•(G5)Swan" Sen N) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dislame Bnr 1• 2-us• 1• 2.1/T 3-IW 1- 2-uz• 1' 2-12' 2• 3.118' 2• 0.48' 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN EmOedmenl(In): talq' 1.Nd• 1.3'4• 1.3/4' 2• 1.114' 1-i/4' 1.A 1-1/4• 1.114' 1-114' T 1437B' 1aIB' wdee ACTUAL PRESSURE REQUIREMENT FOR THE 2An.r-Q4.75'MN.O.C./SWAuda060al qip(F1g.II: 39D 1M 39316e 4501bs 8901ba 1844 ibe 270 Ibs 2B0 iw 3541M 7401M 3741bs 6841M 9481bs 3411b4 4421bs 560 Iw OPENING,WHEN IT IS LOWER THAN THE MULLION 4A.M.Q1.15•min.O.C.I Slendard(Of 00se)Clip(Fig.2): 4801De 700 roe WA.. WA NIA WA 38011s WA NIA NIA WA,. WA 0821w NMI - 1120IM - CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors Q 3-MN.O.C.1(2)225 Angle aips I(Fig.3k 78D lbs 7801w 680 be 15801bs 1BBB Iw 540lbs 5W M WA 7801b3 7481be NO IM 18921as 682 roe 60lbs 1120Iw MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anchors 0?0.54•Mln.Oa I UC6p,Into.100'Alum.(F1g,41: WA WA WA WA NIA WA WA WA NIA WA WA NIA WA WA B50Iba CAPACITY WHICH MAYBE USED TO QUALIFY tArobor l F-a1p(FW.5k 195IM 195Ibe 2251be 4451w en IM tas tw ua roe tt71M 3701M WlM 332IM 4731M 1701w ntlba 2eo 1w ADDITIONAL ANCHOR OPTIONS FROM THE 2An WBQ 1.15-Mn.O.C.I F431p(Mg.Q.1 2401M 350 roe WA NIA NfA wA teo iM WA WA WA wA WA 34t lbs {421w S60 iw ANCHOR CAPACITY TABLE. PREDUGr REVISED as complying with U10 Fforkla Bnlldu1g Codc FIGURE I: FIGURE2: 1250 Aeeeptnna iJo V1-OZ113 1 TABLE NOTES: ezplmlion Date rI.D'd a 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. J•4i Dodo?roduct llll 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \ FIGURE3: ' ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" :-a:�••�10ENS>:''•�4%7 �� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ® S e BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.5570:7 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100" FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -T) BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN Sr.OF 0.55.ALUMINUM SHALL BE %?3 y I`A C f.1F O 6063-T5 AND BE A MINIMUM OF,100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND -T O ' .045'THICK(1 B GAUGE),STRUCTURAL STEEL TO HE AT LEAST.125'THICK AND A36.ALL ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.100' 910 d#12 ANCHORS INTO WOOD MAY BE STEEL,1 B-8 S.S.OR 410 S.S. MULLION // � �),`-• p A.LYNUI.1 MILILf�,P.E. FL P.E.#58705 TABLE 10A n ;t Rl Mullion Capacity Table(Ibsel Opening Width(for lrealcalyspa ntdng mUllorfi)or Opening Haight(forhorizolially-spandrg millions) 50 in 60In 70 in 80 in Din too in 120 in 140 in ISO 1. 0 Roo di ular Tra fimgA Racla ar Tre Rdan. Radang0lar Tre d° 126X32S l 9 9 p�rrian9• Reclargulat Ttap/rdsg Rectangular Trap/r&ang, Rac-dilgr TLp.dhng. Rectangular TL.'6ang. R4ctangaler Trap'Tdang. Ra.fdhgar TrLo,diarg. y Loading Loading Loading LOadNg Loading Loading Loafing Loafing Loafing Loe6ng Loading loading Loadilg Loafing Loadirg Loafing Loafing Loading SY x.e24 Alum.Tube - F .b• .F �' .F +` Mullion A 2 a a.S Jk1O a �� Y S� :@. 8• 3 1L 6�• 6 I- &' -9 a >�• a� a :2 a o� u u u S 0 o S o u ° u u o if e e ee a �'e o$ 'e e m' =' s'a s do� c i2 �� � �� � �& se �3 sE a� E2 & � 8� f� E& z€ �& fi �� 2 E� � d`c sB �� z421n 170.0 fi20 176,0 d35 170.0B 170.0 868 170.0 506 1T0.0 992 170.0 619 170.0 1116 170.0 fill 170.0 17A9 170.0 521 1T0.0 11BB 770.0 521 170,0 1T75 170.0 511 170.0 1903 170.0 521140In 1T0.0 T08 170.0 524 170.0 { 170.0 992 170.0 630 170.01133 170.0 661 170.0 1275 170.0 671 170.0 1411 170.0 680 170.0 1700 170.0 680 169.7 1979 170.0 680 140.5 1979 1T0.0 S8060.626 In VIA 747 170A 563 17001 170.0 WS 170.0 S84 170.0 103 170.0 723 170.0 1346 170.0 747 170X 1494 170.0 766 170.0 1793 170.0 756 162AS 1877 17a.0 756 133.6 1877 170.0 756 � �m � J C C) GA In 170.0 797 170.0 612 170.0 95S 170.0 691 170.0 1116 170.0 754 170.0 1279 170.0 603 170.0 t434 170.0 837 170.0 15% 170.0 856 156.4 1759 170.a 861 134.1 1759 170.0 861 117.3 1759 170.0 061 GO p 601n 170.0 BB5 170.0 701 170.0 1063 170.0 797 170.0 1240 IT00 E18 170.0 1417 170.0 944 161.1 1511 170.0 995 145.0 1511 170.0 1033 120.A 1611 170.0 1053 103.6 1511 17aA 1063 90.6 1611 170.0 1063 J Din 110.0 930 170.0 746 170.0 1116 170.0 650 VIA 1302 170.0 940 156.E 1370 170.0 1!% 139.2 1370 170.0 107G 126.3 INS 164.0 1002 104.4 1370 1SS.9 1072 09.5 7370 155.3 1070 70 1370 165.3 1070 � W � m SO In 170.0 974 170.0 759 170.0 1169 17a0 903 I55.6 INS 170.0 1002 136.2 1246 159.6 1013 RIA 1249 147A 1000 IaB3 VAN 139.0 989 90.8 1248 130.4 978 77.8 1248 129.0 975 68.1 1240 129.0 976 z Zu m 721n IVA 1049 170.0 310 139.9 1049 150.2 892 119.9 1049 132.1 676 1 .9 INS 119.1 860 93.2 1049 109.7 848 03.9 1049 102.7 838 69.9 1049 94.3 $26 69.9 1049 912 820 52.4 1043 91.1 120 � J J 0 76 in 142.T 941 I69,1 a22 118.9 941 116.8 805 101.9 %1 111.2 791 a9.2 941 100.0 777 79.3 %I 91.7 766 71.d %1 05.5 T6T 59,6 9d1 77.6 744 51.0 %1 74.0 777 44.6 %1 73.1 736 a ¢Z 5 18 in 132.0 8% 13T.6 783 110.0 894 116.9 767 %.3 894 f02.4 753 62.6 894 91.9 740 733 824 94.1 730 66.0 e94 79.3 72f 65.0 894 70.7 707 4TA 654 67.0 701 41.3 894 66,1 693 Q •7 g r 90 in 8 5.9 fiif 88.7 596 71.6 671 74,9 685 61,4 671 65.3 575 637 671 58.2 566 47.7 671 52.9 559 43.0 111 40.q 551 36.8 671 43.1 539 70.7 671 39.7 531 26.9 6T1 37.9 526 Z Q M 961n 70.8 690 12.0 927 59.0 690 61A Sit 50.6 590 53.4 609 44.3 690 47.6 502 39.3 690 43.0 494 35.4 590 19.1 AIS 29.6 690 34.7 477 25.3 590 31.6 469 22.1 690 29.9 d% FQ-• �(�Z � zz t0a in 49.7 46fi 50.8 421 d1A d66 d28 474 35.5 466 77.1 408 3I.1 466 31.9 d02 27.6 d66 29.7 396 2d.9 466 27.1 391 20,T 466 13.5 382 17.9 466 212 375 16.6 466 79.6 370 Cn N o�a� Ill in 45.8 441 46.7 600 38.2 411 39.3 393 72,7 461 71.1 767 28.6 4/1 30.2 382 25.4 7/1 21.2 ]T6 22.9 411 24.9 372 19.1 441 11.6 367 16.4 M1 19.7 356 14.3 NI 17.8 351 W M 120 in 36.3 378 36,9 344 10.2 379 31.0 339 25.1 378 26.8 .1 12.1 17S 23.7 329 20.1 378 21.3 325 It.1 378 19.5 721 15.1 378 15.7 314 x U) to 7 } 144In 21.0 T62 21.2 242 i1.6 262 1T.A 239 15.0 2fi2 15.7 736 U N Q 3 ? Q z O 0 TABLE 10B R mO s0 ANCHOR CAPACITY ADJUSTMENT FORMULA: �'5 F�mtY Anchorcapacity Table(lbs) ANCHOR CAP-_, ` fi SObslmla 2.7X wrcade 3.5xcwc, Hdiewc IU FIAed CMU PT Wood Mehl (DP,a)X( I-ANCHORCAP.,,a ....00 N7.b 5'16•El. 1/4•SS EIco 010 Steel #12 Steel =31.1 MU LLION CAP.,-,,,,,,a/ AnehorCllp Paltome 3ItE Elc011gtOcm vd•Erougmcon uItmcon Y1G EIco UgrOcm Va•EYo Ugrdcon Ugmcm AggreGdW Sc-(G5)Serex(G5) Serex(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge l%slame on) 1' 2-v21INIARIA -vz 3-le 1- 2•v7 t• 2-112' 3-tla• 2' 0.48• o.5d• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN FmbedimenI n' 1314' 13'4• 314' 2' 1-114' 1.114, 1.1/4' t-1/4' 1-114' 7 1-3(8' 13'a' v41es ACTUAL PRESSURE REQUIREMENT FORTHE 2AnetamQ4.75•MIrL O.C.I Slaloerd a Offset Clip(Flg.1) 3Wlbs 3931rs o lM t6441bs 2701bs 2WIbs 351 b9 -1401rs 66A 10s 946 R6 3411bs A42 Re 550 qa OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q 1.15•MIa O.O/Sla'ldafd(cr Crtl)Cllp(FIg.2) 460 lbs ]tolesIVA NIA NIA 380= NIA WA WA WA 682IM 885 DS ttzo lffi CAPACITY(FROM THE TABLE)OF THE SELECTED dAfth3l5 Q3'MOL O.C.1(2)2(S Angie Clips/(Fig.3) 7m bs 780 its MN IBM b5 540Ins 6671M 141A 7601w aeo tbs 189aza 6Bzbs 805105 11201ba MULLION.IT WILL YIELD A MINIMUM ANCHOR 3ArcroR®0.54"Mb.O,C.I ULllp,1n10.1ao•AWn).(Fla 4) NIA WA NIA t+lA 1vA NrA wA WA wA NIA WA tLso Ibs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arcrorr FCOp(Rg.4 193Ibs ID5 Its 45Its fizz lln I lbs 140 tra 177Ins 370 He 187 bs 332 ire 4731ta 170 be 22t lla 2d0lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2At hromai.tEMlo.O,C.1F43up(Flp Nobs amibsWA NIA I41A 19311a N/A WA R1A WA WA aft lbs A421ts 560Ibs ANCHOR CAPACITY TABLE. PROr7UCf REVISED us complying sviLh 4ltc Florida Code FIGURE I: FIGURE 2: Aeeeptamc N- TABLE NOTES: 1.250" Es imllon Date 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. Mism Dodo Prodlot .11t(1111117r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ;�` �`( L 1J FIGURE3: ',',.•'�1GEI9SG '•.Fn ANGLE 8)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" © A ® ® CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. l• No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALLCONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND G• H FIGURE4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 624•BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE � CS6 6063-TUAND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �l� •.,F1,0R%C'L © .045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND Ax ALL �4Sc� rC'• �' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25"X 3.25'X.624' �77I �Qj•f!`,1.•`'��`� #10&1112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LfNN1K?ILL R,P.E. ---0-1 Ee- FL P.E.#58705 TABLE 11A e Mullion Capacity Table gbartP) � Opening With(foryadicelty-spanning muilors)orOpening Height(forhodzonla"panning mdhors) �x� 60 in 601, 70 in SO in so in 100 in 120 in 140 in ISO in �•16 ow Rectan Wer Ti 1'9 _ 126x3.B4 9 apRllenA• ReUongular TrepRdang- Reclen8ular Tiaprtda,g. Raetangular 7rep?dong. RdctangW., Treprrdang. Reclangulo, T.;,Tdnng. Racingular Trep'7darg. 0.ectenBWar TrOpTdan9- Raetangulal Trep?rlang. nx x.624 Loading Landing Loading Laadilg Wding Lgadug Loedi�g Loading Locli,g La adi,g Lowing Loafing Laad'ng Loafing Loading Loed'n9 Loafing Loedi,g SY �? u Alum Tub .E 42"! .. ,• ,. 5r. .E� F .y..MLLlllOn n a 7i 0.a AS a g� a€ S� & 7t.� a t:€ a ":aNaE �` G " u u" u u G <��. •dc i@, d`& E� �rc � $a �'-€ $& f€ d`8 fs. �¢" �� du`& � $rc �'� d`r2 ZXr421n 170.05 170.0 744 170.D 478 ITO.O 868 170.0 $06 170.0 992 170A 519 170.0 1116 170.0 621 170.0 124D 170.0 521 1700 14 BH 110.D 521 INA 1735 170.0 621 170.0 1983 170.0 621 W 46 in 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 110.0 1700 170.0 680 170.0 1983 170.0 660 170.0 2261 170.0 6B0 LU 60.625 in 170.0 747 170.0 SM /TO.O BOB 170.0 631 170.0 1046 170.0 664 170.0 1195 170 0 723 170.0 1346 170.0 74T VO.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 VO.O 756 Q'P t1J o 541n 170.0 797 170.0 B12 170.0 956 170.0 fi91 170.0 1116 VO.0 754 V0.0 1211 170.D 103 170.0 1434 170.0 837 170.0 1594 170.0 S56 170.0 1913 170.0 961 170.0 2231 170.0 061 160.2 2403 170.0 661 _ m O O fig in 170.0 BB5 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 $70 170.0 1417 170.0 944 t70.O 1594 170.0 595 170.0 1771 170.0 1033 170.0 2125 170.0 1063 1483 21S3 170.0 1063 129.8 2163 170.0 1D63 U) 1n 67 in 170.0 970 170.0 745 1700 1116 170.0 850 170.0 1302 170.0 940 V0.0 1408 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 I569 2060 170-0 1169 136.6 2060 1700 1171 11L7 2060 170.0 1171 W 561n 170.0 974 170.1 759, 170.0 1169 170.0 9D3 170.0 1364 170.0 1002 170.0 1558 170.0 1086 1T0.0 V53 170.0 1156 V0.0 1946 170.0 1210 143.0 1956 170.0 1275 1226 1956 170.0 1286 107.2 1956 170.0 128fi m j 721n 170.0 1063 170.0 078 170.0 1176 170.0 1009 110.0 1488 170.0 1126 170.0 1700 •170.0 1228 154.1 1T34 170.0 1315 138,7 1734 169.8 1386 116,E 173d 155.9 t36d 99.1 1734 160A 1352 B6.7 f734 1502 1352 J $ 77 a 76(n 170.0 II. 170.0 93T 770.0 1746 170.D 1080 76B,5 1556 {70.0 1209 14T.8 1656 165.2 1185 131.1 1556 151.5 1268 117-9 1555 16 i.3 1251 98.3 1556 12B.3 1229 Bl2 1556 1223 1249 73.7 1556 121.2 1216 o £z J vc 761n 170.0 1151 170.0 96T 170.0 13B7 170.0 1116 155.9 1477 163.3 1245 136.4 1477 152.9 1224 121.2 1477 139.1 1206 109.1 1477 129.5 1191 30.0 14T7 116.9 1169 T7.9 1477 110.8 1158 68.2 1477 1033 1154 Q Win 142.0 1110 I86.6 986 118.4 1110 1239 968 101.5 1110 107.9 9S1 08.8 1110 96.3 936 78.9 1110 87.6 922 7LO 1110 80.7 91D 59.2 1110 T1.3 891 50.7 Ilia 65.6 B70 44.4 1110 62.7 070 Z N r N Q i O 96 in IV 0 975 1203 972 97.6 975 101.5 B56 87.8 975 88.3 842 73.2 975 78.fi 829 65.D 975 71.2 817 58.5 975 65A OO AB-8 976 fi7.4 799 41.8 975 523 776 36.0 976 49.3 767 x.Z O 108 in 82.2 711 04-0 696 68.5 771 10.T 685 58-7 771 61.3 674 51A 771 64.3 664 45.7 771 49.0 655 41.1 171 84.9 641 34.3 771 78.9 firi 19.4 771 35.0 621 25.7 771 32.4 612 Cn r �o 111 in 75.7 T30 77.3 a61 53.1 1J0 fi5.0 fi50 64.1 730 56.3 G40 47.3 730 49.9 631 42.1 730 45.0 622 37.3 730 41-1 614 31.5 730 35.6 600 27.0 730 3" Sag 2].7 730 29.3 5B1 W r,r M 1201n 59.9 61A 61.0 569 49.9 624 51.2 560 42.9 624 44.3 552 37.5 624 39.2 544 33.3 624 35.3 637 30.0 624 321 631 25.0 524 27.7 519 21.4 624 24.6 509 18.7 624 22.5 501 Of X � R 144 in 34.7 {33 35.1 AOD 26.9 433 29.4 US 24.8 433 25.d 330 21-7 433 22.4 385 19.3 433 20.0 3B1 17.3 433 18.2 376 U N Q O O rL=r z cn co T BILE 118 Anchor Capacity Table(Ibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: s ��R ANCHORCAP.,-.,„a sutstmlC 27k O-ele 36k Cmc HdImY CMU - 14'SS MU sled #1 2sl (DF,' )X( )=ANCHOR CAP.u, 916'ElOo 1/4'SS Eko ty16•FJeo 11d'SS coFJ p10 Sled a125leel N12 Sleel MULLION CAP.,,„,,,,,c AnchorClip Path me AMDOfT� s'16•E1co UDracm v,r E¢oulvacon Ultrxon 311E E1co Vaxm v4•Fxo Uardcon AggeGdar ulDacm Awmcda suety(G6)scmt•(GS) screw(OSy USE THIS FORMULA TO OBTAIN THE'ANCHOR E gsiance n 11 2-Ur 1' z•v2• ava r z•vz r 2-vz 2• &1I8' 2' o.4s• 4es4• os2a- CAPACITY REQUIRED"CORRESPONDING TO AN Fdntednenl n 19I4' 13I4' ta/4' S3'4' z 1-v4' 1-114' 1-114' 1-174' 1.11A' 1-114' 2 ba'a• pare' +ales ACTUAL PRESSURE REQUIREMENT FOR THE 2 uxtrns a.7s bun O.C.r staNao orOlsel c g 1Y s90 ws 390 ws aw IDs egD Irs 1644 IDs era lDs 2B7loa 354 ms 74o1rc 3T4 fos fis4 gs 9461iG 341 lOs a421rs 5601os OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Archers 115•Min O.C.I Slanaud cr Met)cup(Ag.2y 480 lbs 700 the NIA WA NIA N/A 380 MS NIA WA H+A WA WA 6821US 8851Ls 1120 gs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arcros@ T M In,O.C.I M 2c6 Argle CA I g9Y 780 IDS 780 IDs SM IDs 15M Im 1BG6 IDS 5d01Ds fi8]IDs NIA 76olm 748 IDs 8801bs 18921ts 8821Ds 8851ta 1120 IDs MULLION,IT WILL YIELD A MINIMUM ANCHOR 4 AmMR g9 0.5f`MIn.O.C.I U-00p,In1o.100"Alum(F$4Y NIA WA NIA WA NIA NIA tUA WA WA NfA WA WA NIA WA 1267IDS- CAPACITY WHICH MAYBE USED TO QUALIFY I Archer/F•Cfp(Fig R 10516s 1051ts 2251bs 4461bs 8221bfi 1351os i4011s 117 Ws 3701Ds 187 fos 3321M 4731b; {701bs 221 Its 2BO Ib6 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors Q11s'Min.O.CI F-Cllp(Rg 6X 2401bs X015 NIA IVA NIA NIA lro its N/A WA NIA WA WA 3411Ds d421Ds f60 Ra ANCHOR CAPACITY TABLE, PRDDUCTREVISBD m mmplyin6 wilh th0 FibdL% t211 Building Code Ace0lHm.No{�a-07 Ig.o 3. FIGURE t: FIGURE 2: TABLE NOTES: - e*xpi ,'- ate �Z! i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION '9 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, M Praduot Illlllll! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .�� ,y YNI11 FIGURE 3: ........ ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3 .•'{f ENS(•''•. CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ``4 ' '•,•j,- ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i"' 7.10.5B705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND rr GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL "O �- r 2 6z •• f)-`_ FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE •'�() 1" :riiCCEOI" ,!� e . 6063-T6 AND BEAMINIMUM OF,100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND4• 'cn''•.,Pt OR10I"••'�('j`�� ® .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36,ALL i<` © ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ///575/(,)N A,-`1•`%���� _ #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18•B S.S.OR 410 S.S. 1.25•X 3.84•X.024' A.��NNi MIL).ER,P.E. ® MULLION FL P.E#58705 r 1 a-. 4 + 7 r a • a • TABLE 12A Mullion Capacity Table jillsfiela � Opening Width(for verticaly.spanr9tlg mt111011S)or Opening Height(for horizontally-sparring mullions) }$ 601n 60In 701n 801n 901n 1o01n 1201n 140In 160Io ��x9! < y12- LL Reclangula[ hapfTilerp. Raclerigdar 7replMang. Rectangular Tron✓fdeng. Rtttan9uor Ttop/rtlong. Rectangular 7roprTdeng. ReclmgWer Trap7ideng. Recfanpdrc 7repTdo'p. ReclenBWar TrapRdolg. Rxlongulet Traplydeng. K ,y� O 2X4X.2fi lnagn9 Loafing Loafing Lowing Laagng Loogn9 Loafing Loading Loegip Laedng Loafing Loading Loading Loagng LoadnB Loafing Load�n9 lnagng4 Alum'Tub x n :� F .+u S � :i~ � .F E ;:• r £ F .' oY c� Mullion g 'a s a a a� a� ag a a� a� an a� ag 3 s so a- 8 8 a r9 a aE a s 13 a all sti a� a ae all a a- a a� s� �� N Itg as bs fi$ ge s�' i 3 ti.g a a. € a� €� tr a� � �� �@ a °� a o� g o@ $S"_e � L11 �g _ $rc �� rc �� s� r s rc 20 a f E f rc U) tj 421n 170,0 820 170.0 435 170.0 744 170,0 476 170.0 888 170.0 606 170.0 902 170.0 518 1T0.0 ilia f70,0 621 170,0 1240 170.0 62I 170.0 148a 170,0 521 170.0 1735 170.0 521 110.0 IB63 170.0 521 ZO F 49In 17D.0 708 170.0 524 170.0 850 170.0 5M 170.0 092 170.0 630 '170.11 1133 170.0 681 170.0 1216 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 880 170.0 2267 170.0 $80 tl� 60,8251n 170.0 747 170.0 563 170.0 8% 170.0 631 170.0 1045 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 758 170.0 1793 170.0 766 170.0 2092 170.0 766 170.0 2391' 170.0 756 l 6;In 170.0 797 170.0 612 170.0 958 170.0 691 170,0 1116 170.0 754 170.0 1275 170.0 801 170.0 1434 170.0 837 170.0 1694 170.0 858 170.0 1913 770.0 881 1T0.0 2231 170.0 951 170.0 25W 170.0 BB1 O Win 1T0.0 585 170.0 701 1T0,9 7063 170.0 797 170.0 1240 170.0 $78 170.0 1417 170.0 9M 170.0 15g4 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 180.E 2680 INN ID63 CO 00 � 031n 170.0 930 1T0.0 745 170,0 11fe 170.0 a50 770,0 13D2 170,0 940 170.0 1488 170.0 1016 170.0 1673 170.0 1070 170.0 1859 1T0.0 112E 770.0 2231 170.0 1169 168,7 2553 770.0 1171 145.9 2553 170.0 5f7t I- J 11 In 170.0 074 171.1 789 170.0 1169 170.0 003 170.0 1364 170.0 1002 170.0 1559 170.0 IOU 17" 1753 17DA 1165 170.0 1945 170.0 12f0 170.0 2338 170.0 1275 tfit.g 2437 170.0 1288 1329 2437 1711.0 12M c 721n 1T0.0 1063 1T0.0 are IT0.0 1275 170,0 ID09 170.0 1488 170.0 1128 170,0 1700 170.0 1228 170.0 1913 iT0.0 1315 170.0 2125 170.0 1387 145.6 Val 170.0 14$6 124.E 2184 170.0 1520 109.E 2184 170,0 1530 Z 761n 170,0 112E 770,0 937 170.0 1346 170.0 1000 170.0 1670 170,0 1209 t70.0 1784 1T0.0 132E 165.1 1860 170,0 1421 748.8 1880 170.0 f505 123.0 1980 181.8 1548 108.1 1fifi0 164.0 1535 929 1880 162.7 1531 L11 0.0 5 rcZ 78 In 170.0 1161 170.0 967 170.0 1381 170.0 1118 170.0 1611 t70,0 1260 170.0 1842 170.0 1369 1527 Will 170.E 1474 137.4 1581 f63.1 1600 114.5 1$81 147.3 1473 98.2 1661 139.8 Mg 65.9 1661 137.6 1454 901n 170.0 1328 170,0 11M 149.1 139E 168.0 121g 127.8 098 136.0 1198 111.8 13W 121.3 1179 29.4 1396 110.2 1162 99.5 1393 101.6 1147 74.5 139E 89.8 1122 83.9 1398 82.7 1105 fi5.9 1398 78.9 1096 F- J Q a gain 14T.4 1229 151.5 1098 122.9 1228 127.8 1079 105,3 1228 i{1,2 1081 92. 1228 98.9 fOM 61.8 1228 89,6 1028 73.T 1228 .82.4 1018 6t,4 12t9 72.E 893 52,7 1229 95.9 977 1fi.1 1229 62.1 967 2Z C to$In 103,5 071 105.6 877 e6.J 971 aB.O 8B2 74.0 971 T7.2 648 64.7 871 B8.4 BJ7 67.6 971 61.8 625 61.8 97t 68.6 a15 43.1 97f 49.0 796 17.0 971 {4.0 782 J2.4 971 40.6 77f rn t(3 g N w o' 1111n 95.4 919 97.3 832 78.5 919 81.9 B19 8a,1 gill 70.9 806 69 g19 62.9 794 53.0 919 56.7 784 47.7 919 61.5 774 39.7 910 44.5 758 34.1 91g 40.E 742 20.8 DID 37.1 732 LU X 120 In 76.5 786 76.8 718 629 7a8 84.fi 705 67,9 786 55.e 695 47.2 788 49.4 6511 41.9 Tie 44.4 677 37.7 788 40.5 668 31.5 766 34.9 653 27.0 786 31,0 6N 23.6 760 28.4 B31 •a• Y (� (n 1M In 43.7 5{e M.2 504 36,4 546' 37.0 498 31.E 646 31.8 491 27.3 546 26.2 486 24.3 648 25.3 470 21•B 546 22.9 471 18.E 546 18.6 461 IS1 M 17.2 451 73,7 1,16 f6.5 Me U X N TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: O'� Z m O Q Anchor Capacity Table Jibs) ANCHOR CAP. ,,,, �.ep w 0 Subelale 27KCowde ashCgtc, Hollow CMU FOkdCMU PTwwd metal (OP,,)X{MULLIONCAP. ANCHOR CAP-,,, 5/16'Elco 1/4'SS Eko&16'Elco 114-SS Elco a10 Sled ffl2 Sleet a12 Steel Ai1CIlOr Clip Pfltt@m■ ArchorlyX 3116°Elco Ullr4cm trd•Eko UaracOn Un2co0 &1E EIc0 Unracm 114'Ek0Un2con AgpreGaa U9racal AggreGdor Stnm(G5)Screw(G5) Screw(G5) USETHIS FORMULA TO OBTAIN THE*ANCHOR E taslarce n 1' 2-11r 1' 2-iiK 3.11a' 1• 2-1/Z In 2.117 2 3.11r 2' 0A81 0.64' 0a24' CAPACITY REQUIRED'CORRESPONDING TO AN Ernbegnall0n 13/4• I-W I-M, 13'4' 2- 1-1/4• 1-1/4•. 1.114' 1-1/4` 1-114, 1.114-. Z I-Val I-w vales ACTUAL PRESSURE REQUIREMENT FORTHE zA Krors 4.75 MIn O.C.1 slttda 0 orOlsel Clip IFNL 1E I IDs 390lb' 4 0 Ws 686 Ds 1647 Ws 270Ibs 260IDs 354 IDS 7461os 374IDs 6641bs f I6 W6 341 IOs 442I b 560 0s OPENING,WHEN IT IS LOWER THAN THE MULLION AAre:hm 2.6V MIn O.C.I Stubirocrdisel Clip(Fig.a 740Ins 74016s 630 Ws 1405lbs 1424 Ws N/A 5WIld NIA 695 its NIA 6W Ibs WA 682Ws 885 nos 11201Da CAPACITY(FROM THETABLE)OF THESELECTED 6 AmW2 0 13V Min.O.C/SlaiaaN UOth)C 4y w5lbs 1 75a lbs 19461m NIA NIA 705ft WA 79017 NIA WA WA 10221ts 1327 MG 1680 as MULLION.ITWILLYiELD A MINIMUM ANCHOR 4Amton 3-Min.0.0.1 215A le cgs+ 780 Ins 7 680lbs i6m Its 18%103 01C9 5M ne NIA 760IW 746Ins 8001bs 1692 Ws 682Ws 885 les 112e lbs CAPACITYWHICH MAY BE USED TO QUALIFY 6Arcrors 0 TMIn.D.C.10 20 Argle Cl"!Mg.4 1170IDs 1IMlb,, 1020Ws 2340 Me 2044 Ds eflnes Mlee, NIA 1140 Its 11221bs 15M Ins 2836 as 1022ft 1327 na 16M its ADDITIONAL ANCHOR OPTIONS FROM THE " 3 Are Mrs Q 1.34•M In.O,C.IUC ,1nlo.12YAkm NIA IUA N/A WA t11A N!A WA N/A WA N/A WA WA N/A WA 073 ANCHOR CAPACITY TABLE. 6Amnora 0.64'Mh.O.C./UCII,Into AWAlum 8 NIA WA NIA WA N7A N/A WA IIIA WA ti/A WA WA WA WA 21 IOe !'RC4)UCT RLVISED 2Ancinrs 266'MIn.O.CIFCS 370I 370 its 315 Ws 74310s 71211s N/A 2801ts NIA 348Ibs N/A 4401bs WA 1 341 es 1 442 M 5601bs u complying wRh"plod& aArctlDrs 1.71'MIn.OZ.(F-0 M.10 443Ws 525to 37gWs 973lbs IIIA N/A 353lbs NIA 3991t6 IIIA WA WA 511®s B64W6 840too Duild'ulgCoda �Caa-p'Ll$°O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. AcoBpl°nm No 3 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PxpiNlin Date FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: - - Dy • • • • • • • TABLE NOTES: 2.000' Miens Dodo Product CoO • • s\\11{II111/I • • • • • 1)SGENERAL SHEET 1 FOR INSTRUCTIONS STRUCTIOMETHODS.ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ```�t�0��( I r! •\�crrJsr •.•� FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •;t • • • • .250° 4.000" •1yr tdo.587U5 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 • • LOCATIONS. FIGURE 7: FIGURE 8: FIGURES: FIGURE 10: S'ATE O� �J-:' ANGLE CLIP 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT /,i.•• p(OR7U�',.•'(j`,, •• [[] [E (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �i :s` ••-•••'MUST BE USED ALUMINUM SHALL BE 6083-TS AND BE A MINIMUM OF.125'THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 2'X 4'X.25'MULLION 17I 1/[)(v/��_ 1N PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW • •• THREADS BEYOND THE MATERIAL-#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.LY tN MtiLLEft,P.E. FL P.E.#58705 1 TABLE 13A Mullion C9 ao Tabl6 Ib81R2 0 MQ n Oponing Width(tor terticalVsperdrg mufflons)or Opening Haight(for hodzorially-sperring mulliom) SO In Be in 701n 801n 901a 1001n 1201. 1401n 160 in ``x H v Raclengliar implTdarg. Rpclanguler Trap/Tdeng• R.I.0ulpr Trpt✓Tdmg. Reclengdor Tmp/rdang. Rpcl.gdor TreprTdpnO• RecleWder Tm7JTdeng, Aoclargular Trapriden9• Rpclangulor TmplTdeng• Root ongller TrpplTdan9. o 2X8X.28 Loedng Loadng LoadnB LoadnO Lcodlp Loading Lceding Loading Loading Loedn9 Loadn9 Loedln0 Loading Coating LoednO LoadnO Looting Inadng y Alum.Tuba �. L• F F F F F 3s� t u_� & eu �� 3 .� � F u. FA F� F a �• F F D0. La aF Zoa• nMullion s o �7oZ Ed NRa �u29 s y `Je _ �nR z c� #� .E d` $¢ _ d`o: �� �� �. err d`z E� ¢=a z �� Lt 42)n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 688 170.0 SM 170.0 982 170.D Ste 1T0.0 1118 170.0 52f 170.0 f240 V0.0 521 17D.D 14U 170.0 521 170.0 1735 170.0 521 170.0 19&3 t70.0 521 O F�- 461n 170.0 706 t70.0 524 170.0 050 170.0 M4 170.0 BB2 t70.0 630 170,0 1133 170.0 881 170.0 1275 170.0 077 170.0 141T W0.0 0B0 170.0 17DO 170.0 080 1T0,0 1D83 170.0 680 170.0 2267 170,0 880 W 50,625In 170.0 747 170.0 563 170.0 8% 170.0 831 170.0 1048 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 Wee 1793 170.0 75B 170.0 2092 170,0 750 170.0 2391 170.0 758 541n 170.0 7e7 170.0 612 170.0 056 170.D 091 170.0 ills 170.0 764 170.0 1275 170.0 803 U0.0 4434 170.0 837 170.0 1694 170.0 556 170.0 1813 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 Bat W C, Q In C I- 60In 170.0 865 170.0 701 170.0 1063 Vag 797 170.0 1240 170,0 878 170.0 W7 170,0 844 170.0 1594 170.0 996 170.0 1771 170.0 IBM 00.0 2125 17D.0 iM3 170.0 2470 170.0 1063 170.0 2833 170.0 1063 F C J B31n 170.0 930 1T0.0 T45 170.0 1116 170.0 B50 t70.0 1302 170.0 940 170.0 14B8 170.0 IOM 170.0 1073 170.0 1076 170.0 1850 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2975 170.0 1171 J § 861n 110.0 974 170.0 789 170.0 11B9 170.0 903 170,0 1364 170.0 1002 170.0 IW3 170.0 1080 170.0 1753 170.0 1155 170.0 1D13 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 128E m J 72N 170.0 1063 170.0 878 M 75 110.0 1008 170.0 1488 170,0 1126 170.0 1700 170,0 1728 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170,0 146e 170A 2975 170.0 1529 170.0 3400 170.0 1530 Z U @ o 78 In 170.0 1722 170.0 B37 318 170.0 lui 1080 170.0 1570 170.0 1209 170.0 1784 170.0 7322 170.0 2018 170.0 1421 170.0 2743 170.0 1505 170.0 2892 170.0 1828 170,D 3150 170.0 1694 170.0 3589 170.0 1703 Q oz 78In 17D.0 1151 170.0 967 81 170,D Ills 170.0 1611 170.0 1250 170.0 1842 17D.0 1369 170.0 2072 170.0 A74 170.0 2302 170.0 1564 170.0 2763 170.0 17DO 170.0 3223 170.0 1777 170.0 3093 170.0 179E ¢ J V 901n 170.0 1320 170.0 1f44 594 170.0 1328 170.0 185D 170.0 1405 17D,0 2125 170.0 f853 170.0 2391 .170.0 1793 170.0 2dM 170.0 1018 170.0 3168 170.0 2125 156.0 303 170.o 2273 138,5 3413 170.0 2361 Z '--I Q N CD 98In 170,0 1417 170.0 1232 709 170.0 t474 170.0 1083 170.0 1922 170.0 2207 170.0 1794 V0.0 2550 170.0 1952 170.0 283S 17c.0 2005 I60.0 3189 170.0 2338 137.1 3109 160.8 2470 120.0 3189 166,1 2428 < 9z _p 02-- Ica1n 170.0 1594 170.0 1409 913 170.0 1 7 170.0 2231 171870 170.0 2MO 170.0 2078 184.8 2781 170.0 2271 148.3 2781 181.8 2333 123.8 2781 No.4 2287 f05.9 2781 125,9 2234 92.7 7781 116.0 21 a0 N H a" Ili In 170.0 1838 170.0 145{ 986 170.0 1700 170.0 2293 17Oil B32 170.0 2621 170,0 2149 151.E 2832 1823 7245 138.8 2632 148.4 221E 113.8 2832 128.4 218a 87,8 2832 115.1 2128 85.4 2812 106,3 2986 LU x oY Y f20 In 170.0 1771 170.0 15a8 125 170.D 1859 154.4 2252 159.9 Isel 135.1 2252 141.4 70& 120.1 2252 127.2 1938 108.1 2252 116.1 1915 80.1 2252 90.6 ie72 77.2 2252 BB.9 1836 67.6 2252 61.4 1868 H'_ x } id{In 125.1 158i f28.e 1445 .1 108.1 1425 88.4 1584 91.5 1407 7B.2 1684 80,7 f3B0 89.5 1561 723 1373 82,6 1584 65.7 1358 521 1564 58.0 1330 44.7 1564 49,2 1305 39.1 1564 54.4 128J Q N ¢ Q Q d Z m Q b•.Q ANCHOR CAPACITY ADJUSTMENT FORMULA: �.' Anchor Cavac1tv Table Oba) 1/ -6 $�9X 9utolmlo: 23k Con fele 3.5X Corm. Honow CMU FlBed CMU PT Wood Melpl (DP")X\ANCHOR CAP.,,",,,.•.)_ANCHOR CAP.- � o 5'18'Eko 7!4'SB Eka 5110'Eleo 114'SSElco 910SIcel 012SIad 1(12SIM `MULLION CAP.,,_,,-, Anchor Cllp Patterns Mcnpr Type: 116'Ek6 Ullmcon 1N'Eko UlvpOgl UlVacon Llfi'EkolAVaaon 114'EIOO UIOacon AppreGplor UBmoon A9or8Gelor Scraw(G5)Scnrw(GS) Sucw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge pelonce(In): 1' 24/Y 1' 2.1R' 3-118' in 241v r" 2.1r2' 2' 3.1/8, 2• BAY 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedmelt Bn)' 1.3W 1-14- 1a/4' 1.14' r 1-1/4' 1-114" I-IM, 1-114' 1-1/4' 1.114" 2' 1-3/6' ta7B' leaps ACTUAL PRESSURE REQUIREMENT FOR THE 2Anehprs 4.75"MIn.O.C./StaMecd or ORseI CBDF .1d2: 390lb, 3901ba 450Ibs 8901bs 18441bs 2701W 2801ba 354Ibs Tao lbs 374IM 6841be 9481ba 34t lbs 4421M 560lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AncMm 4.68'Mln.O.C./Slendard OrORsd)Clip .3): 7BO lbs 760 M 900 lbs 17601M 32321b3 540 Bra 560 lbs 7061bs 1460lbe 7401bs 1272 lbs 1892 Ibs 682Im 885 lbs 1120 P. CAPACITY(FROM THE TABLE)OF THE SELECTED B Anchors 1.71'MIn.O.C.I SlenderdorOBsel)ClipF .M1: 11801bs 14001M 1010uas 259516s WA WA D40IM WA 10651be WA WA WA 13031bs 1770 We 2240 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Ant 3'Min.O.C.1 2 2X5 A Io C16"I(Fig.5. 7BO lbs 760Ibs 660lbe 1580ibe IBM lbs 540 ibs 560IM WA 7601m 748Ibs 8801b 1892 M 682 W 885 Do t t2A lns CAPACITY WHICH MAY BE USED TO QUALIFY B Anclpro 3'Mir.O.C.I 2 2x5 A Ic 01ps/(Rg.6): 1560lba IBM bs 1380IM 31201bs 37921b 1000 Ibs 1120 Ibs WA 1520Its 14961M V60 Ibs 3784 Ibs 1383 Ins 1770lbs 2240 lbo ADDITIONAL ANCHOR OPTIONS FROM THE 12 ArtChols 1.5-Min,O.C.!2 2t5 b C9 !Fl.7X 1660 Its 2100 Ibs 144D Ibs 37801bs WA WA 1320 In WA 45001b6 WA WA WA 2045 Ins 2654 Ibs 3360 Bn ANCHOR CAPACITY TABLE. 4 Anchors 1.34'Mir.O.C.I U alp,Into,125•Alum.Fla.ft. WA WA WA WA IN WA NIA WA WA WA WA WA WA NIA 14301bs YROd)UCI'7tBV15BD B Amhom 0.64,Mr.O.C.I U47i,In10.125'Alum.F .9Y. WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2661 1M o-%< plyinF w4h cho Florida 'r-2.000"----i Build'urg Code 2 Ancharc 4.68"M41.O.C1 FfJip F .10: 300lbs 390 lba 4501bs 090 IM I5181bs 270 lbs 260 lba 3541bs 7401be 374lbs SM lbs 940 lbs 341 lbs 4421m SMibs Acc rAaaoallo 1�;- 23a.03 4Anchors 1.71"tAln.O.C,/F-CII .11 590Ibs 7001bs 5051Ds 1298lb3 WA WA 4701ba WA 5231bs WA WA WA 6821bs 0651hs ii201Es 250" E Imlin IYatc ?QZ� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE II: FIGURE 9:FIGURE I O: FIGURE II: N i do Produ t, • • • • • • • e • 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. \� �7 1, vX:/),/ // (�FA i 0 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • 6.000' • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS - , IQo 56705 - • 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. 16 •: rY ANGLE • • s • o • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED O ATc OI• „ • o p • e • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"MUSTBE '��` ��OT4��•��•'' (� '�� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO • • • • • • • • USED IN 17 IO(�;•;�. 1 PAIRS. 13E AT THREAD BEYOND 5'THICK AND A36.ERIAL ALL ANCH RS INTOANCHOR METAL SHALL FAY BE STEEL, L,18 SCREW 2'X6"X.25' A.LY'N' FILL R,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P,E.#58705 , , I a 1 • r a n TABLE 14A 4�c( it Mullion Capacity Table IbsifP Opening Width(larverUoally-spanNrg mt111ons)or Opening Haight(for hott2ontally-speriing mutilons) �'x H SOIn 60 in 701n 801n 901n 100 In 120In 1401n _ 1601n $5 O Rectargolar Tapridarg. Reclareular Trar/Trten9. Reerargular TraplTdare ReelareNar Troprrdarg. Ratan2ular 7raprTdare. Reclereular Tra{Jrdatg. Recfengular TreptTdarg• Reelangutar TrapTdare. Reclareular Bap'Tdong. aI 1'28"X 2.11" Loading Loadi,g Loading Loadln0 Loadlrg Loading Loadng Loading ltKdlrC Lood're Loading Loading Lcadrg Loadirg LOadYg Loadlrg LoadGg Loadlre SY Y X,126"Alum a ,. s Tube Mull yB fl lid $ 8 9. 1 11 fl fl �• $ fl �g�i•8 g fl $ g $.g d� t4$` c7� rn ��ym & Z <z 42 in 144.2 628 167.0 428 120.2 526 148.2 419 103.0 526 136.9 414 90.1 526 134.6 411 80.1 526 134.1 411 721 526 134.1 411 60.1 526 134.1 411 51.6 526 134.1 411 45.1 520 134.1 411 O UJ J W 46 In 96.0 403 106.0 333 60.5 403 94.7 325 59.0 403 88.4 320 60.4 403 BL4 317 53.7 403 79.1 315 45.3 407 78.6 314 40.3 403 78.8 314 34.6 403 70.0 314 30.2 403 78.6 314 FA8251n 823 362 91.0 301 68.6 362 79.3 294 68.8 362 71.9 289 51.6 362 67.2 285 45.7 362 64.6 284 M.2 362 626 293 34.3 W2 63.5 263 29.4 362 63.5 283 26.7 362 63.5 283 �2 �o S4 In 67.8 318 74.1 267 58.5 318 64.2 261 46.6 318 67.7 266 r,,� 63.5 253 37.7 316 50.8 250 33.9 31B 49.5 249 28.3 ate 49.1 249 2d2 318 49.1 248 21.2 318 49.1 248 m M O 0 601. 49.5 268 63.1 219 41.2 258 45.7 214 35.3 258 40.7 210 37.2 207 27.5 258 34.9 204 24.7 260 33.4 203 20.6 258 322 201 17,7 268 32.2 201 1S6 258 322 201 F r0 J 031n 42.7 234 45.6 200 35.6 23q 39.1 185 30.5 234 34.7 192 31.6 1B9 23,7 234 29.4 158 21.4 234 26.0 194 17.8 234 20.6 153 15.3 234 26.5 183 13,4 234 28.5 1113 W651n 37.2 213 39.4 183 31.o 213 33.7 179 20.5 213 29.e 27.0 173 20.8 213 25.1 170 10.0 213 237 163 155 213 222 1W 13.3 213 220 168 11.8 213 22.0 16at721n28,6 179 MI 155 23.9 179 2S6 152 20.4 179 225 149 20.3 147 1S9 179 18.7 145 J. $ppBW761n 24.3 161 25.4 140 20.3 161 21.6 137 17.4 1fi1 19.0 185 17.0 133 J [1 G ¢Z 78 In 225 152 23.5 133 18.8 152 19.9 131 16.1 152 77.5 128 Q N O TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA; Q XmZ 11 r Anchor Cepaclty Table(Ibs) ANCHOR CAP. F- mo sUalrate: 2.7kCmcrele 3XKCem. IWBowcmu FILedCMU F7wood 74dd (DP)X( "")=ANCHOR CAP.n, rN o" or bf16•Elco 1!4•SS Eko 5716 Eko 1I4•Ss EICO N10 sled N12 sleet 812 St-I MULLION CAP.,,,",,,,, Lij AncilarCllp Patterns AmhorTypd 3'16•Eko UIL=m U41Eko Uerson 3fffi'Eko Ue2cofl 1!4•Eko ullmon N uttrxm nggeGala atlxm AgDeGdor Screw(GS)scrrw(G5) screw(cs) USE THIS FORMUTATO OBTAIN THE"ANCHOR Y Y Edge 01sfame n) 1• 2-1f2' 1' 2-1Z 3ve• 1• 2.1rz• 1• 2-10 2• 3-va 2• O.Afr 0.64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN � up Emhsmmt(mx taw• lara• taro• +a74• 2' 141d• t•v4• t-v4' 1-v4• 1-1/4' t-v4• 2• t.3'9• 1a'8• vales ACTUAL PRESSURE REQUIREMENT FOR THE U N `4 4 w1:rors 3•Mn.o.c.! z+5n le al ! 1' 7e9tLe 790 MS 68010a 15�ILK 1096Ira 540 M 55010s wA 760 ms 74B r. 660Ice +�z lt>s 6B21es 985 ms 14301m OPENING,WHEN IT IS LOWER THAN THE MULLION Q "- z O O CAPACITY(FROM THE TABLE)OF THE SELECTED m O MULLION.IT WILL YIELD A MINIMUM ANCHOR m s�(•[ CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I PRODUCT RBVISED T Building Cod. nc.Tltn�d7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. I Ac.pu18 Code FIGURE 1: Acceptance N. 3 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEESHEETS 21-23. Ekptmtion Dat �21 ® B HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116• By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mim Dnda Prcduef ANGLE CLIP MUST BE USED IN PAIRS. 125" .t t Jill 1 11 r 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED `�t (vXNN 1, '1/ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED T ,�� 1C1��.••""'• • '�- YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE AMINIMUM OF A25' 1 ����••'ttCEP1S� ''•`'P THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26"X 211'X.125'MULUON Q' LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) 7':r N".58105 _ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. t!r, S1AI'L•OF �> A.LYNtOIMILLt ,P.E. FL P.E.9 66705 I TABLE 15A � Xi Mullion Oa aeltyrabl•(lbane) F�F OponlngWidth(forvedically-sparrirgmullions)orOpenlngHolght(lbrtvdzorAally-sparrirlgmtiliotl9) fit.' � Q Sails Wln 701n Be In go In 100 In 1201n 14oIn 1601n Z a. O Reelengular Trap1mang. Redarip r Trepad g, Rectangular Traplld", Rectanouar Trap/rdaa@. Raalaagw- Trepmana• ReclangWar TtaP/Tdang. Recton9,der 'Reprdan0. Reel,ngAar TrapfT4an9. Reclengular Trap/mans. y1 3.26"39 L.oedn9 Laadng Loading Loading Loading Loading Loading LoadnO Laadln9 laadn9 Loadn9 Loadma Loadw Lnadng Loadag Loading Loadng L-dng cY U DEG.AL Ti _- a a x p p r x x p r x xBAYMULL gaCq Ec�S 3� A a A o� s € 5 y r �^�B a �� o 42m 170.01 820 170.0 435 170.01 744 170.01 478 170.0 868 170.0 %6 1170.0 992 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1488 V0.0 521 170.0 1736 170.0 521 149.1 1740 170.0 521 J W 481n 170.0 708 170.0 524 170.0 B50 170.0 5811 170.0 802 170.0 630 170.0 1133 170.0 661 170.0 12T5 170.0 677 170.0 1417 170.0 660 152.2 157.2 170.0 680 1305 1622 170.0 figs 114.2 1522 170.0 680 S 50.625 In 170.0 747 170.0 683 170.0 896 170.0 631 170.0 1G46 170.0 S84 170.0 1195 170.0 723 170.0 1345 170.9 747 164.2 1443 170.0 756 136.9 1443 170.0 765 117.3 1443 170.0 758 102.6 1443 170.0 756 W O 5414 170.0 797 170.0 612 170.0 956 170.0 891 170A 1116 170.0 754 1740 1275 170.0 805 180.4 1353 170.0 837 144.3 1353 170,0 858 120.3 1353 170.0 861 103d 1353 170.0 861 90.2 1353 170.0 861 CO m F-' 601n 170.0 685 IVA 701 170.0 1W3 170.0 7B7 167,0 1218 170,0 B78 101 1210 170.0 944 129.9 1218 159.8 S38 118,9 1218 1521 924 07.4 12I6 146.1 013 83.6 1216 140.1 013 73.1 1218 146.1 913 F- U J 63 ir1 170.0 930 170.0 745 170.0 1116 170.0 850 1G0.2 1111 168.8 A11 131.4 1111 161.0 014 U17.8 1150 141.0 696 105.1 1150 131.2 Bay 87.6 1160 126.7 B71 75.1 1160 128.2 870 35.7 1160 126.2 670 = U1 Z) $ 66 in 170.0 974 170.0 789 152.4 1040 1S5.8 Set 130.8 104E 145.a DB4 114.3 104E 133A 8S0 101.6 1048 123.4 a" 91.4 1048 110.8 830 76.2 1046 109A 821 95.3 INS 106.2 819 57.1 1048 105.2 818 Z !n J 721n 140.6 880 147,9 78/ 117.4 880 128.0 748 100.8 880 110.8 73{ 08,0 680 100.0 722 T8.2 BBO 92.0 712 70.4 BBO as'2 703 58,7 8B0 j 0,3 880 78.5 Bile 4{.0 B8o 78.d 68B ?'� g �W 7ak 179,7 7B0 125,1 690 89.8 790 108.4 676 85.5 790 9].3 fi83 74.8 790 83.9 B52 66.5 ls0 78,9 643 59.8 760 71.7 S35 48.9 790 26 l80 82,1 819 3T.4 7B0 61.3 617 ¢ u{ 78 in 110,8 750 115,5 657 92.3 760 98,1 BM 78.1 760 85.9 632 69.2 760 77.1 821 81.6 760 70,8 612 55.4 760 65,7 605 48.2 750 9.6 750 68.2 588 34.8 750 65.5 SBB f- ¢ ¢ o 00 In 72.1 563 74.4 600 60.1 563 829 491 SIX M3 64.B 483 45.1 563 48.8 475 40.1 663 44.4 488 38.1 563 40.E 402 30.0 5W 26.8 E63 33.3 44S 225 683 3LB 442 � m Z N 061n 69.4 495 81.1 443 49.6 495 51.5 435 42.4 495 44.0 427 37.1 495 39.9 421 33.0 495 36.1 416 29.7 493 33.2 409 24.9 405 21.2 495 26.G 394 18.6 495 26.0 390 W @ §C3¢- 1001n 41.7 301 42,& 353 5/.9 S81 35.9 Me 20,8 581 51.1 342 20.1 391 27.8 J37 2J.1 Silt 24.9 333 20.9 301 228 328 17.4 391 14.9 391 WA 315w �1111n 38.4 370 39,2 336 320 070 33.0 33D 27.5 370 28.8 325 24.0 J70 25.3 320 21.4 370 22.8 318 18.2 370 20.9 312 18,0 370 W N 120In 50A 317 30.9 209 25.3 a17 ..a a. 21,7 317 22,6 280 190 317 18.9 276 16.8 317 17.9 273 V p Q 144 m 17.6 220 17.S .3 -0.Q M Z O T 13LE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: a� �a Anchor Capacity Table fie . ANCHOR CAP.,,,,,,,,,, Subalmle: 2.7k Calcrelo 3.Sk C.N. Hollow CMU Filled CMU PT Woad MOM (DP,)X( )=ANCHOR CAP.,,, 5118'Eka 1/4'SS Eko N18'Eko 1/4'SS Eko q10 Sled 872 51ea1 S12 sled MULLION CAP.,a Anchor Clip Patterns Ancnorrypa: 3/t6'Eko Unmaon vd•Eko uluacm Uurmon 3rt6^Eko vivocon 94•Eko Ullman A9gmwor Ullman A99reGelor Samw(G5)Sam(G5) Sarew(05) USE THIS FORMULA TO OBTAIN THE°ANCHOR Edon Cialanae(InY 1' 2-12• 1• 2-12' 3-11e1 11 2•l/z' t' 1 2.12' 2' 3•VB' 2' 0.48' g.54• a.a24' CAPACITY REQUIRED"CORRESPONDING TO AN Embedrneal 0n}; ta14• f-314' 1.314• 1-3/4' 7 1-ild' 1414* 1-1/4• 1-1/4' 1-U4• bU4• z• tale' 1.318' ranee ACTUAL PRESSURE REQUIREMENT FOR THE 2Aachas 5'Wn.O.C.1(2)2z5Anal.MM 1(R0.tY 3901ns aso Its B90 Ibs voo Ins s7Dft 2B0II= 3541na 740 Las 374 ib4 72o Iba 94s Ins 3a1 ros 4421be Sao Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhom 0 3.5•Min.O.C.Irx)2z5 An01e C9pa!(Fl0.2Y• 7BO Ibs 790Ibs 1B701ts 25251bs 540Ibs SBO lbs wA 11201M 7481bs 8801bs taB2lbs 68216s BBS its 1120Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anchors 271-Min.O.CJ22R5An9k:Cf / 19.J. P120lbs s5ame zz4sms zz54lbs wq 64Dms wA losslbs Rra 13zD1w wA 1o2xnu 1327urs 1680.a MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRWUCT REVISED FIGURE 1: - w complying"ilh Uln Floods TABLE NOTES! 13u11ding Coda Acceptance No)gr0ZI8.03 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. rpimlion Dale r/ypQ f SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By FIGURE2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mian Deck 1°rod0cl - i311l11111/ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125'� \``��0,`(I.Y IQI �; • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30° ,.��........ i FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" „; y,,o.y8'lO i FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' • • • • J p ILi, THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEELTO BEAT 30°BAY '"U (o j r LEAST A25"THICK AND A35.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND MULLION I� S LAIC OF c o THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. `•����'�, FI.Oft\OP.•'�(. .` ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. G•`` A.Eft MILLOR,P.E. FL P.E.#68705 . r• r � a 1;. 0 BLE 16 0 � Mullion Oapiphy Table llb.sftl2 � X Opening Wldth(for verticalty-sparrimimUlions)or opening Haght(for torizonta*sparrirgmUllons) 50 is be In 70(a 8o In gO In 1001n 1201n 1401. ISO In �z, •�l p Reolmtg�'lar MAWTderg• Ract•nsder Tmdrrleng. Ractan941ar Twfrdarto. Ractan9dar TraUlCdanu. Ractw-'9u1 r Trap?rfan9. Reolangder Tmp/Tdang. Rocfm-ii Trap7rdm0. Rectengular TmpTrim Reclangular Tiwrdeng. O a 3�25"46 Loading Loedrrg Loafing Loading Loading Loading Loading Loading Loodfng Loading Lead" Loading Loading Loading Loading Lopdn9 Loedno Loading 2 P� V 0 DEG.AL F a 417 - SAYMULL a a .. ., .-. c a,-^ ,.^ a ,. c 337 c�a 3 ua u o0 3 u9 3 3 3 3„ 3 3 3 9 S 3b 3 So 3 ?^� P � . e a a s a 5a sa s - rn421n 176.0 620 170.8 435 170,0 744 170,0 478 888 170-0 Sae 170.0 992 170.0 579 170,0 111E 170.0 521 170.0 17A0 170.0 621 170,0 1408 170,D 521 170.0 1735 17D.0 521 180.3 1871 170.0 521 U1 J 4e In 170.0 708 170.0 524 170,0 850 170.0 584 170,0 992 170.0 870 170.0 1133 170.D 661 170.0 1275 170.0 077 170.0 Nil 170.0 880 163.7 1831 170.0 800 140.3 1917 170.0 NO 122.8 1837 170.0 f100 50,825In 170A 747 170.9 565 170,0 8S 170,0 83f 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 147.1 1552 170.0 756 120.1 %52 170.a 758 110.4 1552 170A 75a '0❑ 0 541n 170.0 797 170,0 612 170,0 956 170.0 091 170.0 1116 170.0 754 170.0 1275 170.0 603 f70.O 1434 170.0 837 155.2 1455 170.0 850 129.3 1455 170.0 681 110.8 1455 170.0 Ni 97.0 1455 170O 881 B] O F M 801n 170,0 ON 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 678 157.1 f309 170.0 B44 139.7 009 170.0 ON 125.7 1309 163.6 OD4 104,E 130D IVA 982 SOA 1109 157.1 982 78.6 130g 157.1 962 F U 031n 170.0 030 170,0 745 170.0 1119 170.0 850 102.9 1247 170.0 940 142.5 1247 1U.5 983 128.7 1247 152.6 065 114.0 1247 144.3 952. 95.0 1247 136,2 936 81,4 1247 135.7 935 71.3 1247 135.7 235 w ae 68 In 170.0 074 170,0 769 WO.0 1169 170.0 gO3 148A 1100 W3.7 06S 129.9 11DO 147.0 845 115.4 11DO 136.5 928 103.9 1190 12&4 04 88.6 1190 119.5 898 74.2 1190 11B.1 893 64.0 1190 116.1 893 Z (1)z 8 e 721n 181.6 1010 160.8 877 134,7 1010 1M.8 858 115.4 1010 127.2 842 101.0 10t0 114.7 628 fiB.6 1010 f05.0 017 80.8 1010 BB8 607 67.3 1010 SOX 705 57.7 1010 87.6 7DO 50.5 1010 87.7 709 � _A � �U�J 701n 137.4 906 143.8 792 114,5 900 122.0 775 08.1 006 107A 781 M.8 Doe 96.2 749 70Z 9D6 88.2 739 68.7 DOB 82.3 729 SL3 906 74.7 710 49.1 006 71.2 710 42.D 908 70.6 708 u KZ 781n 127,1 8B1 132.5 754 105,8 e61 112,5 738 80.0 881 08.6 725 78.4 881 88,5 713 70,0 801 81 0 703 03.8 601 76,4 aea 5J.0 601 BS.I 681 45.4 Bel 04,6 876 3A,7 8B1 83,7 672 F Q Q o D01n 82.7 B4B 85.4 574 68.9 60 72.1 581 59.1 646 82,9 554 51.7 US 58.1 545 40.0 6M 50,0 537 41.4 846 47.0 530 34.5 648 4f.6 519 29.6 Bog 30.2 511 25.9 648 386 507 Q Co z co,o 9B In 63.2 US 70.1 508 56.6 588 59.1 499 48.7 50 61.4 491 42.6 500 45.8 403 37,8 588 41.4 476 31.1 588 38.1 470 28.4 Sag 33.4 459 24.3 588 30.5 452 21.3 508 28.7 447 (p W 1001n 47,8 44B 48.0 405 39.8 MB 41.2 39B 34.2 449 35.7 393 28,0 449 31.7 0B7 2a,O 449 28.6 382 Z3,0 HB 26,1 377 20.0 44g 72.7 JOB 17.1 MB 20.4 361 15.0 449 tO,B 35a III In 44.1 425 45.0 385 33.9 425 37A 379 31,5 425 328 373 27.8 425 29,1 367 24.5 425 2e.2 302 221 425 2{,0 358 16.{ d25 20.7 350 15.8 425 tB.6 343 Q 1201n 34.9 364 35.5 331 29.1 384 29.0 326 24.2 384 25.6 321 21.0 38{ 22.8 317 79,4 38! 20.5 313 17.5 384 18,7 S09 U to Q 1M In 20.2 253 20.4 2J3 18.8 253 17.1 230 a c V z O 0 TABLE 16B 8 O s 0 ANCHOR CAPACITY ADJUSTMENT FORMULA! Anchor Ca act Table Iba ANCHORCAP.,m,,,,,,\ Subslrale: 2.7k Cowen, 3-5k Cane, Heffew G1AU Filed CMu PT Wood Metal (OP.)X( }=ANCHOR CAP.uo 91B•Eko 114'SSEko SOVE1.0 114'SSEko g105ted tlim e) f112 Sted MULLION CAP.,, AnchorCllpPBttems Amho,Type: 3h9"EkoU1Imcon 114'EkoUNacon UlBaoon 3r16'EkoUllrxoro i!4'EkeUlOacm AggcGolor Ultracoa AggraGator Scraw(W)Scraw(G5) scrcw(GS( USE THIS FORMULA TO OBTAIN THE"ANCHOR Edg.nklenco(In): 1' 242' 1' 2-12' 1116' 1' 2-72' i' 2-72' z• 3-1re' 2• o.4B' asd• o.3z4^ CAPACITY REQUIRED"CORRESPONDING TO AN Embedment Bny b3l4' 1;lPo' 1-Jl4• t-3l4• 2' t-1/4• 1-1K• 1-fl4' i-114' 1.114' t-1/4' 2' talB' iJ/8• wrier ACTUAL PRESSURE REQUIREMENT FOR THE 2Anehore 5-WI O.a 1 2 yr5 An le Di ! .ti 7go 1M 3DO Ibs 4501bs B901he 1T/10 t6a 2TO Ibs 2801bs 3541Da 7401bs 37416s 72016s 9A610s 341 the 4421Ds 016s OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archae 3.5'Min.o.C.1(2)9,5 Arta pips I(F)9.2): 7801ba 7601M 790 lba 10701bs 2525Ibs 5401bs 560 lbs WA 11201Ds 7A8lEs BBo roe t6921� 6821bs B851ba 112e llu CAPACITY(FROM THE TABLE)OF THE SELECTED ennhom 27rMn.o.al 2x5An a 1 .3k t12Dins 11zo1ba ereIbs zzaBlSa z2s4roe wA 8401bs WA 10591W WA 1320Ina wA 02z1bs 13z7 ba ffieoIbs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY SE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, f RODUCT REVISED FIGURE 1: ns pemplying With 11:FIllrkh TABLE NOTES: Building Code Acmp4mccNa)1o.021Qi.43 • 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. Er i JI.Dalc SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. Miara- da tlodUct. FIGURE2: , � 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, .125' 45' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, c��,,•••�;10frlgg''•, t d)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' = p)p,58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL SE PRESSURE-TREATED ", - 0 0 • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF.125" THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I BAY t MULLION ) otp:l L,01 e • THE MATERIAL.910&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. `�!^ A'1.01t10�:••'-��•: �Si••.......• =�,� ANGLE CLIP(FIGURES 1-3)MUST BE USED 1N PAIRS. A.LYNI I1M��t 2(3;�.E. FL P.E.#58705 4- -y 1.a6z•-1 . 740" n .063" .385" r w F xR F .062'062' �'j fl.��1{{25' -y l-A25" .438" I I I o 4.000' .125' 4,000" 4.000" 2625' 2000" 8063-TSTAND A CLIP 2125" lix_ B063•TB ALUM, 2.000'L6.3 LE CLIPA25' X•5ECTION U-CLIP ALUM.I 6083•T8ALUM. TION ,125• y04 .125' 125" .125" 7- XSECTION .031Z w ,'125'J Z �m I O {- .125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE _ _ .375' .155' ,375" DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE J ANCHOR O.C.DISTANCE.MAXIMUMANCHOR ti HOLE DIAMETER:ANCHOR DIAMETER+1f18'. 1'X 4'X.125' t'X 4"X.375" 1'X 4'X.375• 5.600' m 00 O F-- MULLION MULLION 'T'•MULLION CUTHERETO 8063-T6 ALUM. 6063 T6 ALUM. 6063•T6 ALUM. ,376" 3.126" �_CREATE F-CLIP,SEE '375" 5.000" •MIN. 2 X-SECTION X-SECTION X•SECTION MIN. I DETAIL F,9HEET4 III --_----- I -------jIIIIII F F IIII .375" zFnC L_L g CENTER OF r 375" 1.250' ANCHOR HOLE IN. Q Nmo �o W1 ZUSTLIEWITHIN I JCL THE DASHED Q J BOUNDARY.SEE U 'T SHEETS 620 FOR 02.675' Z Z1.250' THEACHORO.C. __ DISTANCE. Q3.94 I � sr 3.250" MAXIMUM U) 8 3.250" I ANCHOR HOLE LU O DIAMETER: D1 _I X .100' .100" .100" ANCOR ' J 6". L_________________----- QDIAMETER+1f1 O Oc .100 2X5 ANGLE CLIP 2 m'cm� 624" 624" I STANDARD CLIP U-CLIP 603T6ALUM 603-T6 ALUM. 8063-TB ALUM.ENT. OFJEW --1 .820' --I .820' F- .820' 1-- WTHIN THE ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW DASHED BOUNDARY.SEE 1.25•X3.25'X.100' 1.25'X3.25"X.624" 1.25'X3.94•X.624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE TABLE C.CONT. MULLION MULLION MULLION DISTANCE MAXIMUM ANCHOR HOLE Dimension Value(in) For Mullion: Dlmenelon Value(In)j For Mullion: 6005-T5 ALUM. 6005•T5 ALUM. 8005-T5 ALUM DIAMETER ANCHOR DIAMETER+1f16'. F 3.687 1 X4'X F 1.938. 1.25'X3.25' X-SECTION X-SECTION X•SECTION G 3.687 .125' G 0.500 X.X3. - ���--------------3.469' 5.500' -{ H 2680 Al In H IAN Aluminum _ . 2.661"� Q117K 375° � I 3.187 Tube Mullion I 3.625 Tube Mullbn � 25' MIN. •376° F 3.107 1'X4'X� F 2.825 1.25'X3.94' 1.377' G 0.757 .375' G 1,125 X.624' _-_- ------�_ H Z430 Aluminum H 1.600 Aluminum "- 1 3.OD0 Tube&'T I 3.250 Tube Mullion complyinglvflh the FlsricW1 I I I F 2260 1.25'X3.25' F 2.813 30•Be Mull Duiiding Cod.125" - G 0.7. X.100' F 2.815 45'Be Mull AeceiNancc.125' 2.250" i I I i i I H 1.500 Aluminum B Pimti Date �) I 3.260 Tube Mullion By 3.250° Miem Dade Product 45°BAY M I I I -_- TABLE D'30°BAY MULLION 8063•TOL I �_ __ Mull Dimension PGT Part# _______3-T ALUM. 6-X-SECTION I X-SEC (sheet#) MullionS1d.clip Offastclip U-Clip Angle Clip I-%-\ � r 1'X4'X.125'(10) e9364 688111M 6881122M 656241M 66851BM ��,•''\LENSt: G OFFSET CLIP : II .125"- 6083•Te ALUM. 1'X4'X.375'(11) 66010 688112M B6G1123M 880242M 66B519M .228'j 4••-,981"--� .226' F^,981"� TOPVIEW p1u.Ci6705 740" 1"X4-X.375"T"(11) 66853 6UI12M 6661123M 666242M 608519M " '' NOTES: 1.25-X3.25•X.100'(13) 20180 6661127M 6661124M 866241DM 6865115M 7 624'(14) 20161 8681128M W1125M 66MJJM 6685118M 25-X LL) 25-X3. . VVV 111 �j 1 , i)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1. `'O 1 0 `� UL-z 1.25'X3.94'X.624•(15) 20162 66B1117M 8681126M 66B241M 666517M `p 5 f" 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degroe(19) 68849 WA WA WA 6685110M '�U�` ALUR104:•'.�c% 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 45 Degrso(20) 6685D WA WA WA 6685111 M ���r�iS S •-• �'`��� A. P.E. FL P.E. 58705 1�` TABLE E m Mull Dimension PGT Part# a o NH {sheet#) Mullion Std.Clip U-Clip Angle Clip I ^I 1 -.125" Ui � - 12" I^-•125"2"x'v'> 5"(16) 66602 666261M 666271M 6665112M 2"X6"X.25"(17) 666i)d 666262M 668272M 6665113M STANDARD CLIP U-CLIP '2X5 ANGLE CLIP2.000" 6063.70 ALUM. 6003-Tfi ALUM. 6063•TG ALUM.X.SECTION 2.12V' X-SECTION 2.001. X-SECTIONNOTES: LO .125" 125' .125'1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING m�jmF- DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L IIT Z yN n: W 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I I F�1.490'--"-I I O F HOLE LOCATIONS. . i--1.490'--I W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500" -j LU 3.500` CUTHERETO E U o 2.000 CREATEF-CUP, 5.000° 375" w O o OO .375 _SEE DETAIL F, •375• rY MIN. Z ch MIN. r SHEET4 MIN. -375" J r-------- ------ --------- Z 7 -- -- T---------------------i Z w g m I I I s 4.000' I I ¢ J r r .250" -1-- --- --I- 3.438" '= + 3.438" ------------j F- U 2'X4'X,25" I I I I I Z ❑ ¢ N p MULLION 3.438' t 1 Q Z Z �5 r G083•T6 ALUM. I I I I I Q vp a X-SECTION I I L .375' Z L---------------------� MIN. W O Jj M 32 rn L_ STANDARD CLIP 2X5ANGLE CLIP U = Q U-CLIP,6013•T6 ALUM. Q .`' O O CENTER OF AN HOLE MUST LIE 6063-T6 ALUM. /.E.�T.�'l FOR2'X 'MULLIONEET16 CENTER OF ANCHOR HOLE MUST LIE 6063TB ALUM. 4.e Z rnWITHIN THEDASHEDBOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW �'4 ©OSHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C,DISTANCE.MAXIMUM ANCHOR HOLE OF ANCHORUSTLIE DISTANCE.MAXIMUM ANCHOR HOLEIAMETER:ANCHOR DIAMETER+1116'. THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER t 1116'. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER-1116'. 3.500" -I 5.000" 375" I CREATE F•C41P, •375, IN. rC _SEE DETAILF, .375• SHEET MIN. rC MIN. ____-_______�- __ .375° I I I I I I I I I I I I .^I•:GDUCT REVISED I I I I I a�camplying will the Flmidn I i UuildingCodc 1(o-o t8.03 I I Ac.plmtcc No 4 i I I I E pimliogTJate QO.,L 1 .250, 6.000" I 4.688° � -t- 5.43B" I I BY � �--------I Mi Dada 1'm&tef I I 1111111111, 5.d38' 5.438' ...�I„4. 2'XG"X.25• I I I 1 `\�,.•'�}OEPIS� ••,Fn I Q': LLION 6063UT6ALUM. I I i•i'' No.58705 •i! X-SECTION 375" = -- `--------------- -------� L---------------------� MIN. n_ RCORIO .257' STANDARD CLIP U-CUP 2X5 ANGLE CLIP i��l,� ......•• 6063•T6 ALUM. 6063•T8 ALUM. 6063-T6 ALUM. �/�'>/OIvA4 TOP VIEW USED FOR 2"X 6'MULLION,SHEET 17 TOPVIEW / 111 TOPVIEW A.L'A MI ILLER,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-80.0 PSF. m NOANCHORS IN HEAD 1)INITIALLY ASSUMING THATA 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 --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED' DESIGN PRESSURE OF+60.01-60.0 PSF,IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. FENESTRATION DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-68.3 PSF AND WOULD d o PRODUCTS SHEETS NOTBE SUITABLE FOR THIS APPLICATION. ao w APPROVAL 2,3 ox '• U .72. FROM TABLE AA,SHEET 8,THE 1'X 2.75"X.650"MULLION(LENGTH=72,OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE '- ELI MULLION OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N 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(A)912 ANCHORS AND THE 2X5 " m F ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z w N z N SEE LD 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 W 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 ? _ 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. � IY; CO IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W o O 20 ANC—HORS-{INF•W—IND—OW 32 L THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 50 PSF: C —14—MULL WIDTH 636 LBS l ~ OPENING WIDTH (60 PSF)X(727 PSF/=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4Bj 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 = �., W DESIGN PRESSURE OF 450.01-55.0 PSF. J `u .Sz Q 7 FORTHE VERTICAL MULLION: 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1.=105"AND THE OPENING WIDTH IS 36"+36'+1'=73'.REFERENCING SHEET 25, Q Z o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8'AND WILL in° d o mc- EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01--55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. IJU -I o 0 MULL WIDTH— FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.376"MULLION(LENGTH=108",OPENING WIDTH=DO-)MEETS THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE IS+1-15.1 PSF Q' U) U) _ _ AND WOULD NOT BE SUITABLE FOR THIS APPLICATION, U Q FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250-MULLION(LENGTH=100%OPENING WIDTH=DO-)HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS ¢• Z O SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. EL ,. m co O s.co Z DETAILS, —& E m�32' SHEETS 8 FENESTRATION 2.3 BECAUSE 1T IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36-+W-2"=74',NOT 73-AS PREVIOUSLY PROOUCT'S 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(35-1/2"+35-112'+2"=73"). 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUMETHE POURED VERTICAL _ I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8-,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION - USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2-GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. & DETAILS, DETAIL E, OPENING SHEETS 23 SHEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.260"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HORIZ. MULLION TYPE COULD BE CHOSEN. MULLION 72• t'I20iJUCT REVISED 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32'+72"+2"=106'.REFERENCING SHEET 25,THE COLUMN USING TRAP5ZOIDAL/rRIANGULAR LOADING MAYBE a1 complying wilt CIo Fiori& USED.FROM TABLE 12A,SHEET 16,THE 2'X A'X.250'MULLION(Qa LENGTH=42",OPENING HEIGHT=I20")RASA DESIGN PRESSURE OF+l-170,0 PSF WHICH EXCEEDS THE lluilding CockAc"ptmm No 1G•021$.p3 SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. B pimlion Dote 12021 DETAILS, 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.INTHIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' By SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mim Dada Product 23 (4)3/16"UL7RACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \l I I I I I 1 ANCHOR CAPACITY OF 521 LBS. o�U�yl LYNN HORIZ. II 35',HORIZ F•— 4}FORTHE 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 "_`��.,.•'V\GENS�•'•.• r—MULL LENGTH MULL LENGTH CAPACITY IS IOTA LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS-THE IF--OPENING WIDTH FOR VERTICAL MULL— ANCHOR TYPE IS A 912 STEEL SCREW. IJ,o„'>370:i FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: r +1-64.7 PSF FROM THE VERTICAL MULLION;+/•170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU;+1.170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION), ;.()'•, S AI C:0 THE LOWEST DESIGN PRESSURE IS+1.64.7 PSF AND WOULD APPLY TO ALL OFTHE MULLIONS, \� �,!'CUf210�.•' i L.. . �. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ��T IONAL 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 MILIL� \P.E. ACCORDANCE WITH7HE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTSTO MULLION. FL P.E.#58705 I; I' EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIOALITRIANGULAR LOADING: ' I off^ I s o� zWm o Pw PwoY PW a � I 02 z o I I fD SHIDHwvx SHlDH - --SH/DH SHIDH i PW PW Z AN rc O k- J W _ / / LLI d U) LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I / O O m CD O SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i / /HINGED _ - ~ co J DOOR : n _ SGD LOADING OF VERTICAL MULLION ? W eSLU PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q U.1 0 m r •� PW Z Q m o F z cV - I IOil PW 6` co iio E PW Lo Zm o o W- 1PWao ((/SWDH SHlDH - - - - � U OSH10H SH/DH a J z O O 101 SH/DH m c �D=I uhc mw 311. I I F S rn rc - LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I / PW PW HR I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION PIA HINGED I NOTES: ;•:{MUCT REVISED DOOR PW PW I _ escomplyingnilh the Plocide I 1)DRAWINGS ARE Building Code RERESENTATIONS OF TYPICAL Acceplm,ccNu ( p3 I PW CONFIGURATIONS. "imU Dale Qtl21 PW CONFIGURATIONS NOT SHOWN B o o - TIHOSE SHOWN.AY BE POLATED FROM y Mimn'M eProduct LWIM 1 2 IF THE LOADING TYPE CANNOT I 6E DETERMINED,USE PW RECTANGULAR LOADING. •`.'�10EIJ.iF •.••Q PW PW I i 3 SEE PRODUCTS'APPROVAL FOR z 'I� No..,u7D. -- - -- j ACTUAL ANCHOR LOCATIONS. _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I a "''U•'.�' �16:`tri;: tY PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS , SGD lsfU'• �G TB OF �!!: LOADING OF VERTICAL LOADING OF HORIZONTAL A.L �A;.,l `v h MULLION MULLION FL P.E.#58705 E