Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval (3)
� .'''�'B F �DIYS?'.L CiE L` f—LIAM 0ka�� �'(�ByViSION m ' .. REVIEWED FOR CO LIANg ATEIT%IUS-i 13E SIiY ar@ MIAMI•DAD SA11� ERMd'I'MUS�1 z Pt ONJOB ® 0 DWECTION WILL BE MADE. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.miamidade.2ov/eeonom1 PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone DESCRIPTION: SeriesVP CligOg4_Extru`dedd-Aluminum'Lub M_ullcon APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0218.03 MIAMI•DADE COUNTY Expiration Date: May 26,2021 U7 0=17l�f f 1 Approval Date:April 14 2016 Pagel PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Manue a ez,P.E. Product Cont of aminer NOA N . 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51b Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. fottheir Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product Contr I E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 1O SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NONIMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE a� � MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE ^C EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...........................1 + o ELEVATIONS..................................110 F: FIGURE 1: MULL To 2X WOOD........_.._..........2 a w _ 2 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULTIPLE OPENING WIDTH FOR VERTICAL MULL--- ARCHES TO BE ) MULL TO IX&MASONRY..............2 02 O MULLIONS I --� INSCwOED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................T E' SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CUP. MULL TO MASONRY....._............._.3Lo 15HEETS 2ANN--7 SHAPE MULL TO STEEL STUD_.................3 N 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL..............................3 m DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHORSPECS................._.........3 V7y ALTERNATATE CLIPS..................4 Z U) IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION.............4 1 X 2 X.125 MULL SPECS.............6 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECS.._._....._.B •� W INSTRUCTIONS. 1 X 2.76%.375 MULL SPECS...._....7 _ 1 X 2.75 X.65 MULL SPECS............6 Z SEE AT ULC6 / I / III /1I I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.t25 X.500 MULL sPEcs........9 m p o O _ SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS...............10 F c�'3 SHEET52.3 I-_- l j _-' I 1X4%.375 TUBE MULL SPECS....11 Qto W A SHEETS c; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN ....aa 1\ I SHEE752.3 1 X 4 X.18 T MULL SPECS 11 � J iii I I � PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. � W � OPENING 1.25 X 3.158 X.265 MULL SPECS VERT. HEIGHT 1.25 X 3.25 X.100 MULL SPECS.. 13 Z W MULL FOR 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.024 MULLSPECS.._.15 LENGTH HORIZONTAL 2 X X 3.94 X LL MULLSPECS.....16 ye MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS................16 J Q "Z SEE DETAIL E, 2 X B X.26 MULL SPECS................17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT ¢ fA Z SHEET& 3'X1.20 2.111 X.125 LL SPEC CS....18 {yJ AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30•X 3.25 BAY MULL SPECS.........18 Z r ¢ N p REACTIONS. 45'X 3.25 BAY MULLSPECS.........20 Q O Z '- MULLION&CLIP DIMENSIONS......21.23 F- Zy �00.O FENESTRATION B)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS EXAMPLES 1&2............._...............24 V7 -j B PRODUCTS MAY LOADING EXAMPLES........._.........25 coW BE OFANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUST A CODE,AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Z to / iii _ B�ETcTVaeD PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. UQ (9 Z:O O I I_ — 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. M•O myyyQo /SEE DETAILS A-D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING nowzoLTAL MULL SHEETS 23 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH HORIZONTAL NULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS; 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD. MULL F--OPENING WIDTH--i ^HORIZ.MULL LENGTH�1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. —I LENGTH� _I 1 �, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING Is'RECTANGULAR'OR'TRIANOULAR/TRAPEZOIDAL'. F.- OPEN — -- 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LB /FT-)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED HEIGHT ) .c•mplyi"g with Wo Flud" FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Iiu Id Rg Cock OPENING MULL HOR1Z. VERT. MULLION CAPACITY(LBSIFPI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN Acapj Th/ dZVg• HEIGHT LENGTH MULE �' MULL STEP 1). a pirati Bute 12QZ.f i LENGTH L I 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHC....APACITY REQUIRED(LBS).THIS VALUE BY. -�1- L REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. M'•'" �0 � OPENwG WIDTH 8 FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEETAND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE LYNN ��111 y SINGLE MULLION SINGLE MULLION FORVERTI OPENING WIDTH L ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR `�`��ON .....•,!). �FORVERTICALMULL CAPACITY IS MET. F:.•'�1GENSt''•.FP MULTIPLE MULLIONS ')::• '1 SEE CORRESPONDING DETAILS 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE No.5 a0705 FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE STANDARDS USED: 6)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION '`� ;, TE F •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION %�•t` A• •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. �SS•.,CORIVP!`,G.; -ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. •AISIs1 OG-07IS2-2010 A. FL P.E.#58705 DETAIL A: DETAIL B: MULLION $ °� MULLION TO 2X WOOD BUCK MULLION TYP.ANCHOR QY MULLION ATTACHED TO 1X F aP WOOD BUCK AND MASONRY SEE SEE TABLES 10.16B OR WOOD FRAMING ENT (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) sE 1, N 1 MULLION SHEET m rud I j� SEESHEETS /u nL,I I MIN 2.7 KSI �. .•' '• EDGE W E 21-27 FOR HALE / d I I I CONCRETE OR CMU DISTANCE, J W aaa---JJJ 11 STANDARDEITHER7M. _° I I LOCATIONS I I I F--- I SEE SEE TABLES _ EDGE m 1 I EDGE DISTANCE 1&18B �'m 0 JCIISFTMULL ° _ DISTANCE m ` I ° W Q O FOCHORS RY O CLIP MAYBE II \ FORWOOD / I I ANCHORS m O TN1SIs METTHOED D d ° �I '� scREws L °°e I I I SIDE VIEW � Z � CO 260'MAX FOR d ♦ _ O J ALL MULLIONS V ° n EITHER TME � � 7 d ° STANDARD 0 (1 1q' m TL ° d OFFSET'MULL z CLIPMAYBE n ° INSTALLED BY } n a EXTERIOR � TnISMErn.D tOddd e d EDGE Q � Q ? •�••• d DISTANCE i'- Z e FOR m Z ¢ � MASONRY ° O N .- a THE OFFSET CLIP IS ANCHORS e co A 0 RECOMMENDED FORLn F H a EXTERIORWINFDOWSBU MAY w AL USED FOR Y OTHER FRAME TYPES. Q Z O O ` g app y ZTYR CHOR TYP.ANCHOR PER SUBSTRATE, PERSUBSTRATE, TYP.ANCHOR SEE TABLES 10-186 PER SUBSTRATE, SEE TABLES 1B-16B EDGEMNO SEE TABLES IB-16B BUCKSTRIP I_ tSEETABLD STANCE ��p SEE TABLES ATTACHMENT EMBEDMENT BUCKSTRIP 18-180 T '• BY OTHERS, U AND EMBEDFENT SEE NOTE 1, ATTACHMENT L� SHEET I. BY OTHERS, •. ... ' SEE NOTE L SHEET I. "•' MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCT REVISED a1 conlplyina with the FlWift Bu FRONT VIEW ild ng Code Acttptantt No �' •p-'�' Rx imlianDale /1p21 INSTALLATION NOTES: B h1 mnl M1odutl 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III l 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ` OCY( IYNPJ ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE :,����;••'�10ENSF•'•.FOP CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE `t• FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. ND._ 7c/. ' -h• 58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. r( rj . l6 q)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. !'IT •, Lrj:. 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED iO�(�•'••FCOfHO?.•'N9 ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. ; s/OPV A.I' NNIM1LLER,�.E. FL P.E.#58705 DETAIL E: DETAIL C7 .126,MIN, MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: ;kng MASONRY STRUCTURE /—MULLION (U-CLIP) Fgl� , (STANDARD CLIP SHOWN) 1)MAY BE INSTALLED IN'TEE'OR-CROSS' VARIES INTERSECTIONS. as 2)MAY BE INSTALLED HORIZONTALLY IYP.ANCHOR (SHOWN)OR VERTICALLY, PER SUBSTRATE SEE TABLES 18-�3121 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 CLIP MAY BE I i TOP VIEW FOR CORRESPONDING MULLION. INSTALLED 9Y EDGE DISTANCE -MULLION z 'OtASONRY 0 ANCHORS VARIES _j 912 STEEL SCREWS, x SELF'DRILLING OR PRE-DRILL 0) MULLION AND USE SMS 0 4 Ld 0 03 co c, F- EXTERIOR Z) w 2 co MULLION z _j EDGE DISTANCE 4 THE OFFS TCDP IS DISTANCE E•,\ RECOMMENDED F T.�R , 4 OR ANCHORS FIN-FRAMED z WINDOWS,BUT MAY INTERSECTION ALSO BE USED FOR U-CUP OTHER FRWE TYPES. z E 'P _L IS 8 T' _EG I- �MED T C 0" RE N W.-BUT MAY 0 EA R OTHER BE USED Y O]E EXTERIOR R FRAME T P < cn rYP.ANCHOR I— ?= g PFRSUSSTRATE, 4 SEE TABLES IB-13B z z < FOR p TYR ANCHOR 40 SEE SHEETS 21-23 (n tea] C rudKSTflnp PER SUBSTRATE• HOLE LOCATIONS AND SEE TABLES 1B-138 EETABLESIB-130 FRONT VIEW0) ATTACHMENT EDGE BY OTHERS, DISTANCE < SEE NOTE 1, SEE TABLES F- U) (1) SHEET I. 4 EMBEDMENT 18.130 Z < EDGE Q a DISTANCE MM 2.7 KSI CONCRETE OR CMU IB-SEETASLES MfN2.7KSICONCREfEORCMU 131) SIDE VIEW FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUO (STANDARD CLIP SHOWN) INSTALLATION NOTES: /-STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ER ANCHOR —P SUBSTRATE. SEE TABLES 113-130 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCI OR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE SEE SHEETS (8) PRMUCT RcvIscD CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED.REFER TO THE TABLES ON THE 21-23 FOR .%complying with"Florida SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, HOLE Building Cdc LOCATIONS 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION 102-1 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 5)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-OADE COUNTY APPROVED EDGE ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS. DISTANCE ONN f/z FOR STEEL STUDS THINNER THAN SEETADLES ....... FRONT VIEW 16 G�A AND COMPLIANT WITH THE FL BUILDING IS-1313 \r,I-N S CODE.A 2X WOOD BACKER MUST USED. ATTACHMENTOTHERS. EXTERIOR USE WOOD ANSCYCR SPECS SIDE VIEW z-k ,ID,66*105 NOTES: tz 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD 4:T?-r1l 6 � �c ANCHOR VALUES MAY BE USED. "0 Ptrpkv 2)SEE CORRESPONDING MULLION TABLES, SHEETS 6-20,FOR QUANTITY OF SCREWS. -/n A\ ",UYNN,14 A I LE ,P.E. FL P.El 58705 DETAIL F: DETAIL G: DETAIL H: n� FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION xl a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) �k $ SEE DETAILS A{, 30'OR 45' 6Y SHEETS 2 AND 0 FOR INSTALLATION � LL / TO SPECIFIC SUBSTRATES. BAY MULL N MULLION OV... O SIDE VIEW O On U C3 F SHOWNWITH I'X4'X.125' I TOP VIEW i i Z m J MULLION I I I O --1 I I I TYP.ANCHOR V F EXTERIOR/ I TER SUBSTRATE, U m g b i i / SEE TABLES 168 OR 160 Z $ I TYP.ANCHOR I iLP STANDARD MULLION CLIP I —PER SUBSTRATE, T- I I EXTERIOR Lp Z \ CONDITIONS. S.FIT FIELD I SEE TABLES IO-148 1y' jT Q Z a T CONDITIONS. I •+1' I V�2•X 6'ANGLE CLIP, ~ Z ¢ p1 O I I I I I 2 PER MULLION END,MUST BE QQ Z N I I I I INSTALLED INSIDE OF BAY MULL. F, F co „O MULLIONLU I I II I I I I I LU of ~ (A 2'XG'X.125' F (n y I I I ANGLE CUP, U Z Q 7 I , I 2 PER MULLION END, Q Q a` I I I MUST BE INSTALLED a o Z I m Tn (n � I I INSIDE OF MULL. —`--_ � 0�'o I PYP.ANCHOR b -PER SUBSTRATE, SEE TABLES 1BA4B INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. 1 Y EXTERIOR GE F Ea-,E.0��1 pP _��' ��� PRODUCT RHVISGD O pER F ns complying with Thu Florida lg Code �0) I �� INTOWOWAcmpluo ,STEEL, Aca;plwlce No 'C'1.1$•p ALUM,CMU OR MASONRY O EDGE EXpirmi-Dal. 2I DISTANCE BY PER N iyRl 0 pm&cI ANCHOR EDGE -�———© DISTANCE— E G NOTES FOR INSTALLATION OPTION G 8 H: ���V��LYNIJ PER ANCHOR O NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. .�t�,•''�YGEIJSE 'P 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125•MULLION. 2)DETAIL G:SEE TABLES 10.148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE •t; pol, ;,5705 S. 2 SEE TABLES i13-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �y Lll LOCATIONS. `'n•'� 7£ '�•'`„� 3)THE 2X5 CLIP ISNOT SUITABLE FOR THIS APPLICATION. �'��c� �LOR1T1�•'aC'�: FL 58705 TALE!A Mullion Capacity Table Ibstre Opening Width(for wtiEcelly-6parr/rgnu t ns)orOpeningHeight(forhoftorta9y-spartrrramtMons) #^ 5D 1. 601n 701n 00 In 190 in IDDIn 120 N 1401n 1601. H$j• O Ractenprtar Tmptnteng, Recian9dar heplydmrp. Rxten9ular TNIVIN.nIt. Reelanprar Trepfifarp, Radarrgdar 7rgrirlano- Rac-euur TmprTrtetg. Rectanp2X Tmptrdang, Regular Traptlanng. Ralnnow TmPff(I-9. �Y4 1 x2X.125 Loet6ng L-Mg L04din9 Loedkg Loading Loaang (coding lo.mn9 Loadn9 Loading Lo9Nng Lwdng Loading to dN9 LoedNg l0eding Loading Loading Alum.Tube .Mullion S^ S d c to zmITJ 421. 111.9 458 129.5 332 912 408 116.5 325 7919 408 107.8 32t 699 406 104.4 319 82.1 408 104.0 319 65.9 408 104.0 319 46.0 405 104.0 319 30.9 408 104.0 319 35.0 406 104.0 3t8 L ig 40N 74.9 312 818 258 624 312 73.4 262 836 312 07.0 248 409 312 812 240 41.6 312 61.3 244 37.5 312 61.0 244 312 312 LU 01.0 244 28,0 312 81.0 2M 23.4 312 01.0 21{ LU 50.623 In 579 201 70.6 234 632 201 01.6 228 40.8 281 65.7 224 39.9 201 52.1 222 36.6 284 00,1 220 31.0 281 49.3 219 26.8 281 41.3 210 22.8 26t 49.3 2t9 20.0 281 413 210 � �� U) cAIn 02A 247 57.5 207 434 241 489 202 37.6 247 44.8 199 329 247 41.5 IN 201 241 30.4 194 26.1 247 354 193 219 247 30.1 193 10.8 247 1167 193 f0.4 247 38.1 193 Ud M O 601. 38A 200 41.2 170 32.0 200 36,4 168 27.4 200 31.5 101 24.0 200 28.0 160 2t.3 200 17.4 159 192 200 25.9 157 160 200 26.0 160 � to J 63In 311 101 35.3 156 27,6 101 309 152 23.7 101 26.9 149 20.7 101 24,5 146 164 181 71.6 IH 16.0 101 21.7 143 � "1 as 20.8 165 30.8 142 244 105 26.1 139 20.8 165 211 136 fee 165 219 134 Z U) m 72 In 222 139 23.11 110 18.0 139 194 110 15.9 fag 17.6 115 U TON 48A 115 19.7 100 157 126 168 407 0- Z T8N 17.5 110 162 !04 J V TALE!$ ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ Z a Anehorca a ItY Tablefibs) F to• O r (ANCHOR CAP,,_._ rA w Subatmle: Vk Cermet. 3.6k C-. Iktow CMU Fieri CMU PT Wood Meld (DP,)X� )cANCHOR CAP.,,, t MULLION CAP.,..,,,, Nlr Ebo 114'8SEka 5116'Eko 114•SS£bo 9/OSnel 012Sted 0128ted U! Ancbol Typo: alta'£Ica IAU9con 111'Ebo UWacm 3/18'Ebo tAkscon 1/4'Ebo U104wn AnOhorCllp Pau9m5 I UlSacon A99recstor unman AOOdeOelor 60rew(05)screw(05) Sctow(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR a N Edx Dat-tiny 1' 2,10r 1-1rr 3-Yr r 2-Vr i' 2-lirr 3-Sr0' r 0.4V 0.64' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN H Emlxaknent Itj 1-314• 1 4714• 1 t.me• t•v4• z 1•1l4• 1-V4• 1•114' 1.114' 1.114' 14/4' r fal8' tam• vada ACTUAL PRESSURE REQUIREMENT FOR THE Q c- Q Q Q 2A+mitx4494JVMh0.C.18mrMam or Otcd pip{Ftg,17 SW 1116 380 t6a 450 C. 88011,4 16441bs 270 Inn 286 ft 354 tb4 740464 374[W 604 Ina 948 tbs 3419; 4421176 56011,4 OPENING,WHEN IT IS LOWER THAN THE MULLION Q. +Z (J} U7 4 Am"®1.15'Min.O.C./SleMvd(orWWI CUP(F19.2j' 480 bo 1 loo lDs WA NIA NIA WA 38011,6 WA N/A NIA WA wA 68214. 0831b. 1120 Iba CAPACITY(FROM THE TABLE)OF THE SELECTED 4Aneto.QWNMO.C.it2)2a6Atybplpal(F43): Too M. 79u 660054 1560 lbs 18900v U0 t1,. 6601511 WA T6D 1611 748164 welts 1892 Ins 60211,4 865It. 1120 1b. MULLION,IT WILL YIELD A MINIMUM ANCHOR �mD- 2 Andaa4(9 0.45•Mm.QC.I U43ip,N10.125•Alum.(I'll,4} WA WA WA WA WA WA WA WA WA WA WA wA ILA NM 116 Ou CAPACITY W HICH MAY BE USED TO QUALIFY E� tAnctgrt F•C41p(F19.s}: 185 A4 t968w 225 tbs 4i5 iba 822Aft 135 @s 140166 177 tbs We teTlb. 332164 4711. 'Few 22111 180Its ADDITIONAL ANCHOR OPTIONS FROM THE 2AAclom 1.15"MIn.0.C1F421P(F .6' 240 ba 3501D. NIA WA WA WA 1/016e WA WA I WA WA I WA 1 341 Ra 1 442 lbs 1 660 wa 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: i • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, PRODUCT y wilt ih6 Fio'idr * uvtsED SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .. 1,000• DUitd"llColo ActtpI112 40 •42) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. r Bx I_. D9W FIGURE 3: I 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. gYA4m1ni a H'odaU • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23- 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I} ANGLE CLIP MUST BE USED IN PAIRS. 4 L -.126• ���1(LYNN A4/ 7tJrr SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 6: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED :rQn•••�CENS$ '•'p YELLOW SOUTHERN PINE WITH AN SG OF 0,66.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' i��j: �' '••�K�� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT 1"X 2'X.125*MULLION LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t io.54705 • lt_LL_..-._,� �� THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-88,8.OR 410 S.S. 'f.�- - lb ,` �• 10 rLoRNOFL P.E.#58705 0 TABLE 2A Mulllun Capacity Table Ibeth" Opening Width(for wetticaAyt-spasvt7gM190ots)at0 entngHelght(forh96zonialll-spanningmtilions) � Dd pC«� 601n 601. 7o In e0 N 80 In T 100 N 12411n 119 N 780 N Recmn98rm Trap•rdag RWanvam TmroGdana Reotawtai 'hppridorp. Rect.rantor TroptTdary. Rattan6wW Twprrnon0 Rrmtagutar Tmpl7d4rC. RectangularTmpTdmg. Rectangular TraplTdeng. Rootargutar Trapridmg. O 1X2x.376 Loading LoadingLaaainge Loadin g Loadig Loadng Loadinggg gLoading LoadN9 Loodirp 4.din8 Landing Loading Loading gLoealn8 g4oa6ng Loading Loading EYA: Alum Mu6oibCv al � 421n t7Q0 820 1740 435 755.3 862 170.9 478 128.7 682 17a9 606 173.6 f!@2 184.5 318 100.8 9m 1888 517 We 662 1689 SIT 757 861 160.8 677 8410 682 188.8 $77 68.7 682 t8a4 E77 z,�I 481n 121.6 607 1380 419 101.1 507 118.2 H9 88.8 591 1987 403 780 607 1028 393 67.8 507 48.8 397 60.8 60T 090 390 50.7 607 44.0 No 43.4 507 89.9 308 30.0 507 88.0 396 J W 60.626 In 103.7 450 114.6 379 884 456 99.0 371 74.1 458 90.5 364 648 456 84.6 360 57,6 456 81.3 357 5118 458 8QO 350 43.2 456 80.0 356 3714 458 Bao 356 324 158 809 356 (,Y a tq 541n 86.4 400 93.3 338 71.2 400 80.8 328 OLD 400 72.7 322 534 Ogg 67.3 318 47.5 400 84,0 315 427 400 61.3 314 36.8 400 61.6 313 30.5 100 6110 313 2817 100 81.8 1 313 W b O m m )- 601n 62.3 324 60.0 278 51.0 324 67,5 270 44.5 324 51.2 267 36.8 324 489 260 34.0 324 43.0 251 31.1 374 410 255 26.0 324 40.5 253 222 324 40.5 263 19.6 324 406 253 CO J S 631, 516 294 57.4 252 44.8 294 49.2 248 38.4 284 43.6 241 33.8 294 39.8 237 288 284 37.1 234 M.9 284 352 232 22.4 281 33.3 230 18.2 281 33.4 230 186 294 33.4 230 � _,I 60 N 48.8 268 49.6 230 30.0 260 414 225 334 268 37.5 221 29.2 268 34.1 216 260 208 31.8 215 23.4 258 28.8 212 195 260 28.0 21D 18.7 268 27.1 208 14.6 268 27.7 208 s, Z 4I0 z m 72h 360 225 77.8 196 30.0 225 32.2 1Pt 257 223 284 186 225 225 258 185 20,0 28 23,6 102 18.0 225 227 180 1510 225 20.3 177 129 226 18.8 Y76 17.3 275 1018 176 78(n 308 202 32.0 iTt 26.5 262 272 tT3 2L9 202 23.9 170 14.2 202 27.8 167 17.0 209 SB.T 165 153 202 78.4 183 128 202 18.7 160 10.9 202 13.9 M15B 8.6 202 758 158 n 70 In 20.3 102 29.0 lee 23.8 1P3 26.1 785 202 1m LU 82 22.0 162 17.7 192 e9.7 158 15.7 192 18.1 167 74.2 102 186 165 11.9 182 15,2 152 10.1 18'2 14.4 160 0.9 191 14.2 150 Q ti r Win 18s Nd 19A 128 154 144 161 126 (.• � O e6h 552 t2J 13.8 ti3 Q z N TABLE 2B Ln e a An or Coconino Table tlb&L ANCHOR CAPACITY ADJUSTMENT FORMULA: to "9 8u5alrplc: 2.7k Canopus 3.5k Cara. Hollow CMU I Flied CMU PT Wood Mewl (ppw)X l ANCHOR GAP.,„„,,\-ANCHOR CAP,,,,,, W0.' X Stir El. /14'96 Eton 976 Eiw I74 ssm. SID 81.1 9t281coi 91281eci MULLlOt4 CAP•,.,.*,,,/) }= N Oh Anchor Typo: 3716•Eiw Uilrecan tff'Eto Nuecm 3116'Floo Maroon IWEI. U3mcon Anchor Clip Patterns USmcon AgBmGala tAOer,On A89ro04lor 6orew(G5)screw(Gs) scurr(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR V X Q 0 Ec62e Obionae on) 1• 2472• t" 2-1/r 3-118• t• vir r 24rt' r 3-v6• r 0.48' 0.51• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN d��� Z 477 Ct3 Emtwtlmenl(Nl'. 1.3'4• 1.314• 1.34• fa/a• r 1474• t-tl4• t•UP aw• 1.174' 1.114' r ia6• tare' Saba ACTUAL PRESSURE REQUIREMENT FOR THE m0 1 2Acehaa Q4.75'Min.OZ.tstandard artXwt dip(FWly 390161 300ma 450 the WO" 16"11x; 270 m; 2802; 3541, 740th 37418a 681 our 94610; 345 Pot 4421, 3001, OPENING,WHEN IT IS LOWER THAN TI4E MULLION 4 Anchor.Q 1.IY Min.O.C.I Standard(or Oftel)Up(Fig,2): COON 700%. NIA WA NIA WA 360 Ito WA WA WA WA WA 682 ox 8951, 1120 me CAPACITY(FROM THE TABLE)OF THE SELECTED in. 4 Amhora Q 3•MOR 1 R)2x5 Anpm 13fpa I(Fig.3): 7801, 780 tea 880 @a i5-011,317.66 ma 640 gra 560 r" WA 7601, 740It. 6831, 7692 rpt 682 M 065th 1129 9n MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhm®045'W.O.C.I 1.14011p,kdo.125'Aum.(Fig,4): WA WA WA WA NIA WA WA WA WA WA WA WA WA NIA 715 b CAPACITY WHICH MAY BE USED TO QUALIFY -1Ancn«7F-aiptFlg-5) tAsma 793mn a2stm asps Ri tsso,a 749th. a7ih 370fh fee), 33216p 01316; Home 227 ft 26o9>s ADDITIONAL ANCHOR OPTIONS FROM THE 2 AM.$Q 1.15'Mm.0,C/Fl=p(Flg.e):1 240 W6 350 P. I WA WA NIA WA 180 ffis WA NIA WM1 I WA wA 3ii t, 442 me I 560(, ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: •------III TABLE NOTES: "RODIICT REVISED as compBuilding Cod I tiro Flaid9 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Building C9do SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -�•� 1.000' (-- Acocramce Aki 1 -p2 •D Exp(mti6n l3a1c j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. By FIGURE 3: M1 Ttoducl, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2 000• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. J FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��N(LYNN 4/� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 376' �,�'' 4tCENs£>' CONCRETE 13LOCK UNIT(CMU)SHALL CONFORM TOASTM C•90.WOOD SHALL BE PRESSURE-TREATED 7`.• •3t_ FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.125' No.55705 i❑' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT VX 2'X.375'MULLION /� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �'(1 t G{ 1111 i 1'- l`� n.�- U THE MATERIAL,#10&N12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. „'A '. f$ F6 (V ZORION'0 A.LYNN t IUEER,P.E. FL P.E.#58705 TABLE 3A Mullion Capacity Table(lb91ft) 3 c43 Opening Width(for%vMcaly-sparini"mullons)orOpening H41ght(for hodzon411y-sparringmtltians) 501n 601n 701n 00 In 00 In 1001n 120 N 140 N 100 in }•)5(- LLO 1 X 2.76 X Rectanpuiar LeP Ttimi9 Ra4angiar Tra}✓tAs ftecimpdm TlapTdpp. Natirnpufar Shp?nnng. Restnnputat TrapTdmy}. Rtctmglter Trap+tttang. Raiangtdar TrwwerrB. Reetarypder TtnpJldanq. Rectan0utm Trepfi(enP. 11¢'O .376 Alum. Lwamna Loading LoaMg Loading Loading leading Loadnp Loaft Loadup Loading Loedinp Loading L aGSp Loading Leading Loading Loading Loading p=4 Tub fig.-. j �fl g,,. h cuS 79 Mullion , Z " � 42 N 170.0 020 170.4 435 170.0 744 170.0 470 90.01 666 170.0 606 170.0 292 170.0 SIB 170.0 1116 170.0 621 170.0 1240 170.0 621 118.7 1701 170.0 621 127.6 1341 170.0 621 111.5 13Q1 170.0 621 LD 481n 170.0 708 170.0 521 170.0 650 170.0 584 170.0 09x 170.0 610 170.0 1137 1 170.0 881 151.6 11341 170.0 071 136.0 1138 1 110.01 San 1139 1138 170.0 Bao 07.8 1139 170.0 ON OSA 1132 170.0 680 ? LLJ 50.625 in 170.0 747 170.0 583 DOA 998 170.0 631 1 187.0 1 1032 170.0 884 148.8 10321 170.01 723 130.51 tO32 170.0 747 117.4 1032 170.0 1 758 979 1032 170.0 1 758 83.8 1032 170.0 758 73.4 1037 17ao 756 CC m to 641n 170.0 791 170.0 612 151.3 007 170,0 Set 138.2 907 164.7 730 120.0 907 1621 720 107,5 007 146.0 714 968 1 907 141.1 710 aha 907 140.0 709 60.1 007 440.0 709 00.5 907 140.0 7090 co O 001n 141.1 735 151.6 625 117,0 735 130.3 Oil 100.8 1 738 INA 609 08.2 735 100.2 690 78A 736 99.6 683 70.5 735 05.1 675 511.6 733 91,0 674 50.4 736 91.0 574 44.1 735 91.8 574 63 N 121.9 886 130.0 We 101.8 966 111.6 651 87.0 658 80.9 647 70.2 OW 80.1 638 67.7 688 83.9 531 60.9 606 70.6 $26 30.6 658 75.8 621 436 wa 76.8 621 38.1 886 75.8 521 U "7 611 N Y00.0 Bal 1124 8x2 68.3 607 90.1 611 73.7 807 65.0 501 85.x 607 71.1 493 58.9 847 71.5 489 03.0 807 67.5 461 M.x 001 83A 416 ]7,0 547 027 474 37.1 607 827 474 Z W 0. nGI 72 In 01.0 510 85.8 443 68.0 510 73.0 434 68.7 10 64.3 420 51.0 NO 67.9 416 45.4 510 53.3 413 40.6 110 50.0 406 34.0 510 45.9 402 20.2 $10 44A 399 25.5 010 44.3 392 70N 69,4 450 72.6 404 67.0 456 81.7 382 49.8 455 64.1 365 43.4 458 46.8 -378 38.6 450 44.0 377 34.7 450 41.8 358 289 466 37.7 382 21.8 466 38.0 369 x1.7 456 367 356 JZ 76 In 64.2 435 57.0 381 63.5 433 50,0 313 45.9 435 40.8 366 40.1 433 44.7 360 35.7 435 40,9 305 32.1 435 38,1 361 20.0 435 34.4 344 22,9 433 3?.0 341 20.1 437 32.2 340 Q r !^ Q O Do In 41.8 327 +i.i 290 Si.B 327 30./ 265 29.0 327 31.8 2811 x@.t 327 26.0 273 232 327 25.7 271 20.9 327 23.7 288 17.4 327 2i.0 282 14.8 321 10.3 268 Z 98N 34.4 x87 J5.< 287 x17 297 29.2 232 24.8 287 26.0 246 x1.5 287 23.1 244 19.1 287 20.9 2410 173 287 10.3 237 14.4 287 18.9 232 f- M e�0 O LOB1. 24.2 221 24.7 205 20.2 227 20.6 201 17.3 227 160 198 16.1 227 10.0 iB5 X o iii to 27.} 215 22.7 1@i 16.0 ?ib ED 19.1 19i 169 211 18.fi f6a IL' 124 N 17.0 164 11.9 187 TABLE 3B ¢.. K wo 'S ANCHOR CAPACITYADJUSTMEN7FORMULA: a•c Z.-wo 80 Anchor Ca ac(t Table iba ANCHOR CAP.,,•,,,,,, Sulalrale: 2.71 CpCfa1C ].5k Cana. HWow(Y4U Facd CMU PT Wood Malel (DP)X )=ANCHOR CAP.,," iQ'" YtB'Eko iK'9aEke 5716-Eico 1trsaEWo af9alea4 at26lool #120teel MUWONCAP.•,, ,,., �.��' AnchorClipPattema Anchor Type: 3118 EICOUWa6an iA"EkoUi6ecan lnBacM 318 E1oUlUaaOn (/i'EkoUiUaeao AppMlator Unroaon A9oro041r Bc1wCGS)Baew(GS) suew(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Eaga 01.1ama(in). r 244'4' V 2-IR• 3178' I- tart' f- 2•trr r 3.718' r 4.46" 0.54" 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment M): tax' 014' Iwo• 1-3x4' 71-11. 1.114, 1-1/4' 1.14' 1.14' 1.114' 2- Yale' 1w6' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amtm6415-MN.O.C.ISt.nderd a09ea1 Clog19.11 3902. 39014 450" 8901. 16441. 2101. 280(ba 3542. 7401, 374lbo 40411. 9461. 341 Ib. 44216. 565tw OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anctwra®1.16'Mln,o.C.l sl.ndaN(or0lbel)C9p ft 2) 460 Ins 700Ibs WA WA WA WA 380 led WA WA WA WA WA 6821ba 88510. 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Andas624 No.O.G/(2)2.5 AAct.C9p,I(R9.3}' 7802 78023 6wft 1560(1. 169616. $to 2. 5601b. WA 7601. 740 lbs 600IW 18921bs 0021. 885 led 15201. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhae C 0A5'Min.O.C.I UtJlp,Int.A25'Alom.(Fig.4)'. WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 715 CAPACITY WHICH MAY BE USED TO QUALIFY 1 AWWrl F-Cleffo.S}: 1958* 1051s 2211. 4451. 82210. 1351. NOIW 1772. 37011. 1W 164 3]x lbs +732. 17092 22111. 2842. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 401.16'Min.O.CJ F-C(Ip(F19.8): 2401. 3501. WA WA WA WA 190(Da WA WA WA WA WA ]412. M11M SQQ lbs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. i•'"�`)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ��•,,,,�_..// PRODUCT REVISED as complying with the rImf& Building Caxlc 16•C1?18• FIGURE 7: FIGURE 2: AccaplmW Nto . • + TABLE NOTES: Bzpimtion Date,��0$1 1.000- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By �01 • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mr ( da Pro, Cbltrd 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 0ltt I 1114' FIGURE 3: " LYIgr` 3)MULLION AND MULLION CLIPS SHOWN ARE NOT 70 SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760" �11�1;.•'00 SE.'•.lFr III F0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No C,8705 '•:t =- ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED 375' [ , FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083.75 AND BEA MINIMUM OF.125' %F1 �1 Vut • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 5 1- F LEAST-125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I'X 2.76'X.376'MULLION •% 1C''.-FL OR1DP.••t:?� i THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 B.S. i�tS •-•� (j\``��` FL �`#58705 TABLE 4A a n Mullion CN 90 TTableIb6/R2 R��� Opening Width(for ten city sparNinO to#}ore)or Opening NNtOIn(far}»dzortsiVsparcirg m749orm) oe 501n 601n 701. 601. 90 in 1001n 120 in 14O N 16DIn jR. Tap7dang. t2ectangWar 7mpRdwng, Rectonguier TradTdong. Rect4ngdv Tteprlllang, R.Wgdwr Tr.plidang. Ractangd./ Tmp/fdang. fteeiangdra n 1%2.76 x WIllang, Ra0(a-pt4af Trapridwng. R.tongutar TrepRdw li. loodeq Wadn9 loafing Loadng Loading lnadr0 Loading loafing Lud60 LooArp Loading Loading tuft Lowing Loadng Loadng Loe6ng Loading Y .664 Alum. Tube E 1 � yp$ gp$ 'Q'11�$ a'I ., 1$3. �$ 1� �$ $.,. .�• $meg $ o' M4581on � S ZI 6 �" tS 6 � cT cY 6 do d� d b N s _ a f- - U) z 126 170.01 620 1790 435 170.0 Tit 170.0 478 170.0 808 17OA 548 170.0 892 17Q0 519 170.0 fife 770.0 521 716.6 12{0 770.4 621 170.0 1408 170,0 521 156.1 1520 176.0 522 538.8 1820 170.0 621 o 486 170.0 708 170.0 624 170.0 850 170.0 5@I 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 770.0 660 141.7 14177700 680 121.5 107 170.0 680 100.3 1417 170.0 86050-W6 60 Z 50.6251- 170.0 747 170.0 583 170.0 7406 170.0 831 170.0 1046 170.0 664 170.0 1195 INA 723 182.6 12M 170.0 743 149.3 1206 170.0 756 121.0 12M 170.0 758 1065 12M 1700 758 InA 1268 170.0 758 W O B a 5461 1790 707 170.0 812 IT0,0 958 130.0 891 170.0 1116 170.0 754 154.7 1130 170.9 803 133.9 5130 774.0 837 120.8 1130 170,0 866 I00.fi 1730 770.0 881 60.1 1130 170.0 801 75.3 1730 1790 8H1 tSl I"• 601n 170.0 685 170.0 7111 148.5 915 162.3 701 125.5 916 144.5 746 109.9 015 132.3 735 070 Did 123.9 726 87.0 015 110.5 720 73.2 916 114.4 715 62.6 415 114A 715 61.9 015 114.4 716 {, 631n 151.8 830 181.0 710 12&5 830 1389 091 105.5 830 123.2 061 94.9 830 112.2 670 84.4 830 104.8 062 75,9 830 99.4 658 63.7 830 94.5 049 54.2 530 04,1 040 470 630 94.1 849 kb 8810 132.1 753 140.0 050 ItQO 757 14Q8 038 04.3 357 196.9 82+ 826 767 98.1 Bt4 TSA 757 84,1 008 08.0 757 642 800 65.0 757 79.0 593 17.2 757 78.2 591 41.3 767 782 691 Z a g m j 7210 101.7 878 100.8 652 51.0 am 91.0 540 72.7 830 50.1 530 57.8 876 72.2 527 58.6 830 80,5 $11 WA 838 82.3 Wit 424 636 572 500 36.3 630 55.3 497 31.0 036 65,2 497 W 78 N 88.5 671 90.4 198 72.1 671 70.8 108 6, 671 WA 179 61.1 571 000 171 4e0 671 55.6 48443.2 671 61.8 450 360 571 47.0 457 30.0 571 44.0 447 27.0 571 0,6 440 •-I c� 5 v 786 80.0 642 83.4 471 08.7 StY 771.8 485 57.1 542 82.1 156 640 642 55.7 149 164 312 SSA 472 40.4 642 17.5 +37 33.3 542 429 429 28"6 642 401} 426 25.0 642 411A 421 O 9061 52.1 407 63.7 761 13.4 407 15.4 155 372 107 39.6 349 32.6 101 36.3 30 20.9 401 32.1 335 20.0 407 20.8 3M 21.7 401 20.1 327 fed 407 24,1 322 10.3 407 23.0 314 r^ 066 12.9 368 N.1 ]20 35,8 350 37.2 314 30,7 350 320 300 28.8 356 20.6 304 23.6 MA 20.1 340 21.6 3% 240 288 17.9 338 21.0 ?e9 15.3 355 19.2 264 X$2 gG1 login ;it Z83 30.5 255 25.t 263 2bA 251 21.5 243 22.5 247 15.6 283 lag 244 50.7 283 1&0 240 16.7 283 18.5 237 U7•'f, t5 Iii In 27.8 257 28.3 242 23.1 257 23.6 236 10.8 207 20.6 235 11.3 287 1&] 231 15.4 267 18.5 226 Q' N 1206 22.0 220 22.3 209 16.3 219 lad 205 157 229 10.2 202 }- TABLE 4Bz 0 O Anchor Ca acl Table Ibe ANCHOR CAPACITY ADJUSTMENT FORMULA: g m0 S.Wmty 2.71,00 ,Qw 3.51 Co-5. Hot-CMU Faw CMU PTwood - (DP X ANCHOR CAP..,,,,,,,, } }=ANCHOR CAP,,,, 6118'Eko 1/P BS Eko 5116'Elto 114 68 Eko N10 Skt1 N12 81..1 N12 Sleal MULLION CAP ,,,• Arwhor lypw: y1E Eko UlDaton SR'Eko UlUwtan yt8•Ebn Ulumon 114•Eko UlDaton AnchOrCtip PattemN U3-118, AQ9re6attl tlbreto. AppaGator Straw(051 screwf65} Sa-(651 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edea gMancw(Inx t- 247 I• 2.112• 3-ve• 1' tam t• 2.14' r 3.116• r 0.4 os4• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmD6dmmt jinx iar4• 144• 1,V4• 1-314* r 1414* 1414• 1-f4*+• 1.114• 1.114• 1.114• 7 lata fa26• We. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Atwhae Q 4.75'Mln.0.C"I Slandsrd w0960t 0l flip.1x 3909# 3901. 4501. 890 IM 1644165 270 Ds 2801. 354 9m 740167 374 IW- 6811As 9101bs 341 IDs 02 IM 660 ib. OPENING,WHEN IT IS LOWER THAN THE MULLION 4A-wDaa 441.ts Mm.a.c.rstendam(«o6-1)004Fq-2x 46004 Too 9x WA WA WA WA 3691. WA WA WA WA WA eaz m5 6851 T11W.- s CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AneMto 40 3•W.O.C.f al?ai Angk glpn/tFq,ix 78016-3 190 m. 860 tM 53801. 1898Ib5 540 N5 560(be WA 780 05s 74816. 6801. 1692 I. 602 k5 BB 11201. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Aro6as 490.13•td'uL O.C.J U-Mp,Ww.12V Akm.(Flp,4x WA WA WA WA WA WA WA WA WA WA wA WA 'VA 7161. CAPACITY WHICH MAY BE USED TO QUALIFY I Amtw.r F-Cap IFq,sk i9s ma 1951. 225 w5 as iw 8z2 wa s36 me 1401w t771a 37010. 1071. 3321. 4n Ws 170 to 2211. 2to m. ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchaa 01.15'MIn,0.CIF400(FIo j 240bs 3501. WA WA I WA I WA 1001b, WA WA WA WA WA 3419.. 021. 5001b5 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. d CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODtiCTREVISBD as complying,8M Wo Flawk FIGURE I: FIGURE 2: TABLE NOTES: Building Code ita-0w6-cX3AC piancaM o �_I�Ji^--� • t-- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. --j 1.000' E"Inuim Dew ey SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mimi do 2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. \tt TTt 11 r4* FIGURE 3: �� 0 .......,,•'"( 3)MULLION AND MULLION CLIP$SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750• �`���\••'•ytGEI4s(y •��.jt ;, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. F-0 0 + FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ``r No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -T CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 050'• � FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF.126" �' ";.? .�% i THICK.STEEL STUDS TO SEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT S Af '{`�'•.,fitOLEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND V X 2.75'X.850*MULLION RI OF��C�1 THE MATERIAL,#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. �J rlllll A.LYNN MILLER,P£, FL P.E.#58705 TABLE 5A 14 14 Mullion Ca ao Tfable Ibea ' Opening Width(for tenicallpspenni g mUliona)or Opening Height(for lnd7nria*sperring mUGons) t i c 501n 00117 70117 BO h W In 100 N 120 N 110117 ,BO In RoclenWlar LyJTdarg. Raclergller Treplydenp. Raclon0uler ]taplTd®y. Raclangdar Trep'Tdang. Raclongdar Tieplfdarlg. RaGa�lar IIepTdx,p. RaclanWler T�aplTdang, Roclalpuiar T,aplEdene. RaalanWlar Tr�7Edang. 4 1"x 3.125"x toadn9 Loafing Laadn9 L.,,ng L.&V Loafing Loadn9 L..dng Laadne L dn0 Loadn9 Lmdng Lcadn9 Loadng Loadng Loadng Loafing Loadip sY .600"Alum ., .. .. F 1.. a .. Fs ,. F �.. k D f.. 2^ E n 3� 17: Tube Mull It B R g $ m s� i 6� �� $ 8� 5 i- 5�IS �� cn Sc Z S lea 3'c is 3c 3F S 2 I� 0 111 42N 170.0 620 170.0 435 170.0 744 170.0 476 170.0 BBB 170.0 WB 170.0 982 170.0 519 170.0 1110 170.0 621 170.0 1210 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 J w 48N 170.0 7118 170.0 524 170.0 850 170.0 584 170.0 292 1 170.0 030 170.0 1133 170.0 061 170.0 1275 170.0 877 170,0 1417 170.0 880 157.7 1577 170.0 060 135.1 1577 170.0 880 115.2 1577 170.0 680 (Y h (p 50.6251n 170.0 747 170.0 563 770.D 606 170.0 631 170.0 1618 170.0 804 170.0 1185 170.0 723 170.0 1115 170.0 747 170.0[4.4 170.0 758 111,7 1195 770.0 7511 121.5 NDS 170.0 750 106.3 1495 170.0 758 w O$ 54 in 170.0 797 170,0 012 170.0 956 170.0 691 170.0 1110 170.0 754 170.0 1275 170.0 803 180.1 1401 170.0 837 140.5 170.0 650 124.0 1401 170.0 801 106.5 1401 170,0 061 93A 1401 170.0 801aD � M N 601n 170.0 BBS 170.0 701 170.0 1003 170.0 797 158.5 1150 170.0 076 138.7 1156 107,0 026 123.3 1158 166.6 017 111.0 140.7 910 02,3 1156 144.5 903 70.3 1156 144.5 903 80.4 1166 144.5 003 F" J 93117 170.0 030 110.0 745 159.8 11148 170.0 850 177.0 1049 I55.5 6811 110.8 1610 141.7 646 108.5 1019 132.0 038 95.9 1255 828 79.9 1049 119.3 020 00.5 1019 118,9 619 SB.2 1019 118.9 819 y r _ 1; 64 In 106.8 855 170.0 789 139.0 955 1111.7 801 119.1 965 133.7 7118 1012 955 121,4 175 82.8 055 112.8 765 WA 1094 751 89.5 OSS 99.6 749 59.8 855 08.7 718 521 955 90.7 740 Z j 72 h 128.5 803 131.9 097 107.0 803 114.9 882 91.6 503 101.1 670 60.1 003 9t.2 050 71.4 803 83.9 819 812 78.0 942 53.3 eD3 722 832 45.9 003 69,11 028 4D.1 803 80.7 027 & Z 761n 109.7 721 114.1 020 91.0 721 87.0 616 76.0 721 65.1 605 68.3 721 70,5 595 60.7 721 NJ 586 64.0 854 570 45.5 721 59.4 509 39,0 721 56.0 564 34.1 72t 68.1 563 781n 101.0 004 105.4 599 642 681 BOA 557 722 604 75.4V633A 70.4 567 50.1 684 64.4 558 50.5 654 50.9 551 42.1 604 54.1 511 36.1 1184 61,3 536 31.6 884 50.6 574 Z00 In 65.6 514 07.9 450 54.8 514 57.3 448 47.0 514 50.014 44.8 433 36.5 514 40.6 427 329 514 37.3 421 27.4 614 33.0 412 23.5 514 30.4 400 20,11 614 79.0 403 447 Z95 N 54.2 45z 55,1 404 452 452 47.0 396 30.7 452 40.952 36.4 361 30.1 452 32.9 376 27.1 452 30.3 373 22.8 452 26.0 385 10.4 452 24.2 350 199 452 71.0 355 (1) NCDN- INIn 313.1 357 36.2 322 31.7 357 327 317 27.2 357 28.457 25.2 308 21.1 357 22,7 303 19.0 357 20.6 200 15.9 357 16.0 293 13.6 357 16.2 267 71.11 357 15.0 28J w 04 111 N 35.1 370 35.8 308 20.2 338 10.1 301 25.0 318 20.138 23,1 222 10.5 330 20.8 208 17.5 376 18.0 284 14.6 338 165 270 12.6 338 14.8 273 11.0 778 13.0 269U)1201n 27.7 2BB 28.2 287 27.1 280 23.1259 10.8 260 20.559 16.1 252 16.4 20g 16.3 249 17.9 782 14.0 240 11.8 280 125 240 0.0 280 11.4 236 0.7 282 10.4 232 TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: m0 s:Q AnchorCepocity Table libel ANCHOR CAP.,,•,,,,,, Sut41rd10 2.Ta Corcrtle 35aCanc. Mdlow CMU FISed CMU PTWood MNd (DF;,,,)X( )=ANCHOR CAP.,,, U1S Elco lf4'55 ECD HIE Eko 11r SS Elco 610 S1ad g126leol Int slael MULLION ,,•,, ARchOrCllp Palma N1chxTypa 3'16'Elco U6racm 114'Eco Ulwcon &1e Elco UYmcm 111'Eco N2.VZ ullrecon Aggd38for UUKM AggreGator Scle79(Q)SUW(05) Gc (05) USE THIS FORMULA TO OBTAINTHE•NCHOR Edge Oslame fin) V 2.112 t• 2-112 3-116' 7• 2•vz' 1• z 1118' 0.48• a6r 0.32Y CAPACIN REQUIRED'CORRESPONDING TO AN Emtcdnml n MV tar talo• Iar r 1-va• t-v4' 1-114' 1-114. 1-114' r Ia8• tae• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2AMrro0475'MInO.C.7SIaMardmObetClp(R917 300105 3 laS 4500, 60010, 1644 lbs 270lbs 280 las 354 IM 374109 66410s 946lns 341b 44210a E60 D5 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Archon®1.15•MN O.C./SImmN(MOlfsel)CYP 01;27 48010s 700 Ile NIA WA NIA NIA BBDIas NIA WA WA WA 682E3 0851119 11201[6 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amhals®3-MN.O.C.1 215 Ante C9ps 1(F1931 780 Ws 7000a 6811 ms 150065 199610, 64olos SIA Ns NIA 748 ms NO i0s 16421E 682Ns N51m Nat maMULLION.IT WILL YIELD A MINIMUM NCHOR 3Anchon®0.45'Mtn 0-C.IUC6P,NIo.125'Alum.(Fla 4Y NIA WA NIA ILA WA NIA WA NIA NIA WA IUA NIA WA 1073 ros CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arctnrl FLYp(R9 ST 195 m, 05Me 225109 445617 872 ae /35 Ws 140b 777 bs 167 ms 392 Loa 473117, t7o Sia 221 a5 28010 ADDITIONAL ANCHOR OPTIONS FROM THE 2 AMIon®1.7YMInO.0/FLY 0 240 bs 350 Is NIA WA NIA IVA 190 NIA WA WA 311 g>5 1/210a 56098 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PI(ODUL-I'RFVISLID as complying wits We FlariA N1.000'1 Building Cod. ` -b 2(8,0.3 FIGURE 1: FIGURE 2: TABLE NOTES: A inti!-lVo 6 �Z( imta,Dalc 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, M[i DadeF7oduct t1111111lf1/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - 3.125' \��\�N� 1/4( 1, FIGURE 3: ; `�`.•'- ''•F')s 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACTDIMENSIONS,SEE SHEETS 21-23. 1-10fiNSC HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. `�' '•TIr'' • 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 .500" - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED T -O .S (b•'4/'- FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" f1 SSSS(,"Tf: 1'X 3"VF MULLION)LLIDH l7�' • THE MATERIAL.#10 8 412 ANCHORS INTO WOOD MNTO AYB E STEEL.HALL 10-8 S.TENDS OR 4410 3.S.SCREW R THREADS BEYOND (7'VF MULLION) i�T`SS�ONO- A. NO-A.LNW&L'ER,P.E. FL P.E.#68705 TABLE 6A • r Mullion Capacity Table(lbsW) 14 Opening Width(for\ertica9y-spaming mWlons)or Opening Holght(for Mdzontaly-spanning muliens) i<Y1 q 501n 601n 701n so In PO In 1001n 1206, 140 in 1601. Rectangu(a! TrapfTrI o* moil Oar 'Dwrdemf. R danwi. Tramwv, Raaei, VepRa.g ftww9dahaptTdmig. Recta.gdu TwF7d.n9RostonT418r TlaprrdwvReetangth" TroprTdnp. Reimpd. TtWong Load0 Lodp Mdn9 Lodn6 La1dn9 Lo,.g lndn9 odn9 Loading Loatp Ladn6 ladll0adt7 onLoadnB IndnO Loedip1x4x.126 . c 4 v Alum.Tube . Mullion T. - 621 z429t 170.0 620 170.0 436 170-0 744 170.0 478 t70.0 800 free We 170.0 092 170.D 519 170.0 11 t8 170.0 821 170.0 1240 t7OX 621 170.0 14W 170.0 521 145.8 1489 170.0 127.@ 1489 170.0 62f 0 4@h 00.0 706 170.0 524 170.0 850 170.9 604 170.0 992 1170.0 030 W0.01 1133 170.0 661 170.01 t276 1170.0 677 168,3 1303 170.0 650 130.3 1303 170.0 We 111.7 1303 170.0 080 07.7 1303 170.0 580 _j _ 50.0251. 110.0 747 170.0 583 170.0 898 170,0 631 170.0 1046 1700 654 170.0 rt96 170.0 723 158.1 1236 170.0 747 140.5 1235 170.0 706 IDA t236 170,0 766 100.4 1236 1r0.0 7de 87.8 1235 USA r66 641n 170.0 787 170.0 012 170.0 958 t70,0 001 I70A 1116 DS0 764 154A 17511 170.0 803 137,2 1165 170.0 837 1216 1168 170.0 658 1029 1158 170.0 881 a5,2 1156 171.0 Set 77.2 1168 170.0 all p d 601n 170.0 565 170.0 701 160,7 1012 170.0 797 142.9 1042 1611 032 115.1 1042 148,7 610 IM2 1042 136.8 601 100.0 1042 130.2 791 03.4 1042 126,1 702 71.6 1042 125.1 782 62.5 1042 116.1 762 ((00 J 631n 170.0 930 170.0 745 161.2 092 163.6 818 129.5 092 144.9 789 413.4 992 131.0 782 100.8 992 121.4 766 00.7 082 114.8 Too Tee 092 108.4 745 64.8 992 106.0 744 68.7 902 106.0 744 � J 66 In 165.4 047 170.0 759 137A 947 1460 760 118.1 W? 130] lea INA 947 117.7 732 91.f1 047 1067 738 82.7 047 102.2 727 66.0 947 95.1 713 59.1 917 94.0 711 61.7 947 94.0 711 Z U g $o' '��" a 721n USA 649 1427 737 1132 W 121.5 722 07,0 040 106.9 706 54.0 649 964 696 76.5 849 e6.7 866 67.6 a49 627 675 58.6 549 76.3 650 46.6 $49 72.6 052 42.5 849 72,4 551 2 k 110.6 762 1267 t02.6 Bat 92.6 TM 00.0 6+0 712 7G1 80.9 6N 842 762 74.2 G20 67.6 782 69.2 813 18.1 782 62.6 d02 41.3 782 68.9 597 361 782 89.+ 595 a- 76 O Z r b S is In 108.9 724 111! 94.8 621 76.3 724 82.0 600 66.8 724 74A 599 S9 4 724 68,1 691 53.4 724 03.4 583 44.6 724 117.3 573 3B,2 724 64.3 667 33.4 724 W.6 685 J 901n 89.6 543 71.6 60.1 414 49.7 647 629 468 43.5 bW 41.1 468 380 543 42.8 462 34.8 643 30.5 448 20.0 6W 34.0 430 24,0 543 321 430 21.7 543 30.7 42a z4~ ry a 96 In 57-3 478 56.9 49,7 410 409 478 432 412 38.8 476 365 400 31.8 476 34.8 100 20.7 478 320 395 23.9 478 25.1 388 20.6 478 25A 350 17.9 476 24.2 370 tl3}ry 104 In 40.3 377 41.1 34.6 336 26.8 377 30.0 330 26.2 377 20.0 323 22,4 377 24,0 321 20.1 377 220 317 16.8 377 10.0 310 UA 377 17.1 304 .N-✓+ �Q ST tith 37.1 J57 37.0 Jf.B 310 26.0 337 273 313 2J3 357 14.4 903 20.a SdT 22,0 385 left 357 20.1 301 15.4 357 17.4 294 � X V 120h 29.3 308 29.6 27111-6 28.1 21! 21.0 306 2f.7 270 18.3 308 192 287 18.3 JSo 17.3 203 U X 1N In 17.0 212 172 a.�- zao TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Tablefibs) ANCHOR CAP.,^,,,,,,, 8utatmW 2.78 COrnrefe 3,611 Coto, Hod-cmu Fd,d CMU PT Wood Meta) (DFS,)X{ �t`<t•1CHOR CAP.,,, 918'Eke t/4'@S Eko 6110•Elco 114'88 Ek0 0105. a1281ae1 912 @Intl MULLION CAP..",,,,,,, AnchorCllp Patterns Mctm Type' Y18'EkO UtmcOn iM'EkO lllumOn LBDaean Y18•Ek0UMocen Ile Ek.UStacan Aggro wr L4bmon AgOt4Gator Sen;w(d5y So_((33) Sa4w(GS) USE THIS FORMULA TO OBTAIN THE*ANCHOR Ed9e Chtem0 MF r 24lr r 2-1m 3-118' 1- 2.1tr 1' 2-IW 2' 3.11W 2• 0.46' 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedman((h): 1•3/4• tam• i-Y4• 1-Y4' r 1-11r 1-114• t-1744 1.114- 1.1r+' 1-114' r 1-16' lata• we" ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhw,®4.76•MIA.O.C.1 SWadad or 00.11 C9p(FIg.182): 3901. 3009: 450103 6901. 1644 too 210164 280(b. 3549w 7409.0 374103 864 IN 946I0o 34110, 442144 56016, OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Aio"Q 2,2r Mtn.O.a t StaM,id(Or Obe0C6p(F(7.3}: lea 9. 700 @6 See 13 14t0 ib, 657 wt WA won). WA OW Ib3 WA 980 lb. WA 692 9. 885 it. 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Amltam 0 1,15'Mh.O.C.I Slandard(or 0")Clip(Fq,4): 960 lbs 1400 lbs WA WA WA WA 760Ibs WA WA WA WA NJA 13831e 17701, 2240 IM MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchot.6 W Uh O.G.t(2)2,5 An*M-I ft.5k 7801. 780u 8801+ 1560103 16961. 5106. 500144 WA 7001, 748144 850103 1M IW 1 0329. 065 iba 11209w CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchors®3•Min.OC.1(2)245 Anglo Qipa I IFIO.6): 1170101 1110 IM 10201, 2340144 2844 W 8101, 840 IM WA 114010, 1122 9w 132013 293816, 1022 IM 1327 IM 1680 IDs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchom 43 OA5-M6t.O.Q tU-04p,tnto.125'A3mt.;F10,7}: WA WA WA WA WA WA WA WA WA WA NIA WA WA WA 1430 tb, ANCHOR CAPACITY TABLE. 2 Arct, 0 2.25'MN.O.CJ F{21p ft,6T 350 b3 350144 2901+ 705 No 478@. WA Jib, WA 315 W WA 440144 WA 341 9w 442144 5w IDS PR(Jr3 l i g with GD 4 Ancbam 115•Mh.O.CJ FCap(F70 9)' 480Iha 700 t� WA WA WA WA J801M WA WA WA NIA WA 8821, 965144 1)20 444 ns Cumplyln6 with gut Fllxid• 1 000, Building Cod. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -'I i`'-- ACCOptattcd t90}''�(o'3..b2ia,O Expirnlion Dalc�j�/fj}�; TABLE NOTES: B FIGURE t: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: li-I dolero • • • • • • • F1.9 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE \\\t i 1 'W rrI tSHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \V \4,,:,,,,,•111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOROPENING WIDTHS ISALLOWABLE.• • it 3)MULLION 511705 ON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES �" ��'`: No. TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 6: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. -}.••• • • • 4 Rl!r�SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED N ' ITA • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW (-125` -.,t-L012tD1`• SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126'THICK.STEEL _(, c,n ......• • • STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LFAST.125'THICK �/"jt8/01J>,1- ANGLE CUP(FIGURES 586)MUST BE USED IN PAIRS, AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& 1^X4"X.125" t X1)11 1 1111 #12 ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR 410 S.S. MULLION A.LYNN FL P.E.N#5 587700 P.E. 5 TABLE 7A 4 Mullion Capacity Table fbad") 6 '� u, Opening dth(for vencally-spa mullions)or Opening Haight(for horizonlait-3parfrIN mufl[OnS) I"s� EY So In 80 In 701n 60 W 90 in 100 in 12014 too In 1801n a{' i X 4 X.376 Rectangular TraptTdang. ftectanwlar TraNTaang. Ractaogldu T"PITHang. amiuvidat TraptTriang. Red.gWar Tmp'tnang. R-moodar Lapti'danQ. ReGan9a3ar TtapRdano• Reatanguer TropltHerq. Recten9War TrafYTnaaQ. a tI(•r�: 1460.0 U.&I; L-9.9 Loafing LwdnO Loading W'Sall Loading Laeding Loading •Lo{dn9 Wr't Loading Loading Loading Loafing Lo{dng Loafing oGY S} Alum.Tube tr MullionL� p�$ 8}� 1g$ 7!Bit _ 156 1R�¢ q1 Tt p1 q #1i] '15$Ett 1� 1, 1R± � y 1S�tt � 1 71 T1kt 0 56 �i2� 5E 1� 1 'y 11 t7 11t� � 3d do d8 38 Od 3 did 3 dft s�ioS 2z did did i i8 3C 2 L i 2a� d8 Z � -`- 42 1. 170.01 62Q 170.0 135 170.0 744 170.0 178 170.0 068 110.0 608 170,0 092 170.0 610 170.0 1116 1 170.0 621 170.0 1210 170.0 621 170.0 1+06 1 170.0 6x1 110.0 17J5 170.0 621 170.0 1083 170.0 621 O 481n 170.0 709 170.0 1624 170.0 850 170.0 681 110.0 992 170.0 830 Woo 1133 170.8 881 170.0 1216 17o.0 077 170.0 1417 170.0 Sao 170.0 1700 170.0 690 170.0 iM 170.0 Bao 151.0 2024 170.0 600 50.826 to 170.0 747 170.0 603 170.0 896 170.0 831 1700 1018 170.0 881 170.0 1185 170.0 723 5711.0 1346 170.0 747 170.0 1494 170.0 760 170.0 1793 170.0 766 160.0 1019 170.0 756 118.6 t91Q 170.0 766 641. 170.0 797 170.0 012 170.0 856 ir0.0 021 170.0 1116 170.0 764 WILD 1276 170.0 803 170.0 1434 170.0 877 170.0 1591 170.0 668 169.8 1789 170.0 Sal 117.1 1109 170.0 Set 120.0 179Q 170.0 581 LU O p 601n 170.0 005 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 578 170,0 1417 170A W4 170.0 1694 170.0 096 155.6 1610 170.0 1033 12g9 1819 170.0 1063 111.0 1610 170.0 1083 97.2 late 170,0 1063 F (00 J 63 In (70.0 630 170.0 745 170,0 1116 tio4 650 170.0 1302 t7aA 940 170.0 (400 170.0 1015 166.7 t642 170.0 1076 141.0 1642 1100 1172 117.5 t542 188.8 1158 100.7 5642 167.0 1167 ae.l 1642 567.9 1157 2 6014 170.0 974 170.0 789 170.0 1168 170.0 903 170.0 1364 170.0 1002 160.6 1472 170,0 1000 142.6 1472 150.5 1145 128.5 ton 168.0 1130 107.1 1472 147.0 1106 91.8 1472 1460 1101 60.3 1472 146.0 1104 Z (A ya m 721n 170.0 1063 570.0 870 170.0 1273 170.0 1009 Moe 1120 106.2 1101 1320 1320 148,8 1081 117.1 1320 137.E t066 105.6 ON 12a.0 1040 0a.0 1320 157.0 1024 76.4 1120 112.8 1013 66.0 1320 112.5 1012 LU 76 to 470.0 5172 570.0 907 140.6 1181 159.4 1013 1282 1184 179.4 881 1122 1104 J5O 09.7 1164 116.3 9a4 869 1164 107.8 852 74.8 1184 Q7.8 936 65.1 1184 91.1 827 58.1 1184 42.1 925 ? � Z 23 7614 166.1 1121 170.0 98T 178,4 1124 147.0 See 118.8 1124 128.8 947 103.8 1124 92.5 1124 105.5 916 61.0 1124 98.5 ON 89.2 1124 No 890 69.3 1124 04.3 661 51.0 1124 83.2 070 Q QD in 106f BN f11.S 760 86.1 01{ 84.7 730 77.2 644 82,1 M1 67.8 841 60.1 814 66.5 702 d{,0 814 61.4 893 450 044 64.2 670 38.0 844 $0.0 Salt 33.0 a{4 47.7 682 +t QO to a0.t 742 n1.a 085 74.2 742 77.2 652 87.8 Tl2 871 641 56.7 742 ! 10.6 742 64.1 822 44.6 742 49.8 514 37.1 742 N.6 600 31.8 742 39.8 690 27.6 742 17,8 004 F¢- a QnZ � G 10014 62.0 558 63.9 630 82,1 566 619 621 14.7 006 189 513 19.1 680 M,6 688 37.J 106 31.7 SB8 711 462 26.1 He 29.0 481 22.1 688 26.8 472 10.5 506 24.7 466111 h 378 555 fie 50.1 480 b56 19.6 495 if.2 655 429 457 35.0 65S 3x.0 658 M.2 473 268 555 11.3487244 656 27.1 457 Me 655 24.7419 18.0 666 22.4 142 x120!4 468 476 48.4 431 360 476 39.0 428 326 470 33.7 420 28.5 475 260 470 26.6 409 22.8 475 24.5 404 10.0 476 21.1 395 10.3 475 18.7 387 11.3 476 17.2K 1441. 8.4 730 28.7 305 22.0 330 22.4 301 15.9 330 19.1 297 18.6 330 Q O p 0- z mo In TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: garm AnchorCa aol Table jibs) ANCHORCAP.,,v- Sabstnela: 2.7k C ncnio 3ak 1240. Hugo CMu FLOW CMU PT tlboa Maul (DR..)X t }-ANCHOR CAP.,,, 6718•EWo 174'66 Ek0 WIV Elco 1H'60 E1.0 to SIW 912 Sleel 812 Sled MULLION CAP•,,,„,,,., Atxtmr iypa: L W"'Eko Wttacm tH'Eko U&soon 3716'Eko UtDaon 11,Eko Ullracon Anchor Clip PattemQ uaacan AgpmOetar Ullman 099+e4amr 5aawRfSf 9erewiGS} 8ctaw(Gal USE THIS FORMULA TO087A1N7HE"ANCHOR Edge Dislarce(thy. I. 2-17 1• 2-1w 3178' 1' 2-VY 1• 2-1rr r 3•vr 2' 0.46• 0.51- 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Emmdnmi Ent far+' 1.37+' 1.314` taro• r i-IteI t-1H" f-1n' tan• 1.114' r 1-1ra' 1ar6' ranaa ACTUAL PRESSURE REQUIREMENT FOR THE 2Ambom 4.75MIn.O.C.7Standmdor Other Cup(Fq.182t 390 Wa 390 Ica 450 ma 08011. 1644 bs 27016.+ 3511W 740W 374[as W4 lbs 940 b, 34111. 442 lbs 580 INS OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ancfcm&225'Min.O.C,r 9tandulf(arOlmal)Clip(Fig.3r 70D rm too Wa 566!u t4to 11. 952 vu WA WA 630 Ica WA 040 tDa WA 682 Ws 965 r1. 1120 be CAPACITY(FROM THE TABLE)OF THE SELECTED 5 AmtWs 0 1.15•MW.0.4.7 Slandrd tar Oftel)CUP(Fla.q: ON Ow 1400lbs WA WA WA WA WA WA WA WA WA 136311. 117011. 2240 Wa MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Atrct,aaCJ•7,9n.o.c.t{2)nsAt•faCy»t(Fp.S): 760 A* Teo a, 680 lb. 156011a ta9aWa 54011. WA 7661.6 74811. 960166 1652166 aa2Ws eastm 11201.6 GAPAGITYWHICH MAY BEUSED TOQUALIFY 6 A.1,04%®3'Min O.C.1(2)WAW.Clips I(Fila.BI, WOW 117011. 102010s 2]1011. 2811 Wa 610 Ics WA 114011. 1122 IM 132011. 283811. 10221tu 1321 Wa 11380 ba ADDITIONAL ANCHOR OPTIONS FROM THE 4 AaAom 0.45- 0. 111110,Wto.l25'Alem.{F1g.7t WA WA WA WA WA WA WA WA WA WA WA WA if 113006 ANCHOR CAPACITY TABLE. 2 Mchom 2.25•Mn,4.41 F4}Ip(f1g.6}: 35011. SSO f1. 290 An TOS Wa 17611. NIA WA 31511. WA 14011. WA 711 Wa 442106 66011. PRtlf3llC'T REVISED 4MG40ta1.IS-Mh,O.C1 F451p(Fla.0): 480W 700 Wa WA WA WA WA WA WA WA WA WA BBx Wa MS Its 112011. as complying with fila Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062' 1.000" Building Code ^1 (" -"� � Aa«p�ance1V01(v'a'L}8.0,s B 511.1' Date 21321 TABLE NOTES: B FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4; FIGURE 8: FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miaai Ondalmdltct • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. t I 1 1 1 I I 1 • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��� O�y LYtaN,AftjIC'���� ��r,••'y�GFIJSf n+ • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000" 4.000' SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Nu•bVj 5 SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS FIGURE 5: FIGURE 6: FIGURE 7: rC" 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '- jQ- D 6 LU L• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE I"I,p¢ cul" • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF0.65.ALUMINUM SHALL BE 613133-T5AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' .^C_L . • • THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A36.ALL ANCHORS -T 375" ',��SrS'J{l(.$j.,�•r `- ANGLE CLIP(FIGURES 566)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 1'X 4'X.375• I 1'X 4'X.375' A.L4NNIMILL�Fat,RE.INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. 'T'-MULLION MULLION FL P.E.#58705 TABLE 8A 177p0�+r� Mullion Capacity Table IbstR2 Opening Width(for Vertically-spanning mullions)or Opening Height(for hori2ordally-spanning mullions) gd Som eo In 701. 80 In 90 in 1 100 In 1 120 In 14D in 160 In R°clangule TraprTdang. Madongr4u Tmp1711ang. Raclangular Treprrdmg. Rectanguly Trap/TdanO. R3cl,ngul TmprFdm g. Raclnnguly Traprildan4 Rechn9uly Trap/Tdanp. Roclengrly TmpmlOo9. Rectangular TnpRdang. 1.26"x u o LoadnO Loading Loafing Loafing Loadug l.oadlg Lowing laodn0 Loadnp Loafing Loafing Loodnp Loadrq Loafing Loafing Loafing Loafing Loafing Ey, 3.188"x g o d .286"Alumgi {( E Tube Mull 3 � 1 a � 111 �• 9 � 1 1 11 0� 1 1 a I I8" -I- I 1-11 1 1J �� § �1 3 " La 421n 170.0 020 170.0 435 170.0 14+ 170.0 478 170.0 60 170.0 500 170.0 992 1700 610 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1458 170.17 621 1700 1735 170.0 521 161.6 1799 170.0 521 O UjW 4&In 170.0 709 170.0 524 170.0 850 170.4 551 170.0 092 170.0 930 170.0 1133 170.0 961 170.0 1276 170.0 877 170,0 14117 1700 690 154.6 1616 170.0 080 132.7 1549 170.0 660 116.1 1616 170.0 680 60.626 In 170A 747 170.0 665 170.0 099 170.0 931 170.0 100 170.0 681 1700 1195 170.0 72] 170.0 1316 170.0 717 187.0 1488 170.0 759 139.2 1489 170.0 760 119.3 1469 170.0 766 101.1 1468 170.0 768 LU LU CD W � 64 N 170.0 797 170.0 612 170.0 056 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 603 163.1 1376 170.0 877 146.8 1370 170.0 858 122.3 1378 170.0 661 104.8 1376 170.0 861 01.1 1376 170.0 691 m U) on C) O 601n 1700 885 170.0 701 170.0 1063 170.0 797 155.0 1156 110.0 67a 139.0 1150 107.4 030 123.6 1156 166.8 gig 111.2 1156 150.0 912 923 1156 1410 005 70.4 1159 144A 905 69.5 11% 144.4 ODS (�- W � J 631n 170.0 930 170.D 745 160.1 IO5i 170.0 a50 137,2 1051 155.9 50 120.1 1051 1420 845 108.7 1051 152.3 537 96.1 1051 125.7 630 80.1 1051 110.5 622 66.6 1051 119.1 a21 60.0 1051 119.1 021 N 601n 167.1 957 170.0 790 130.3 957 151A 605 119.4 937 134.0 700 104.4 957 121.0 777 02.0 957 112.6 787 83.6 957 100.6 769 60.0 057 Wee 750 59.7 957 017.0 748 622 957 00.9 746 72117 125.7 001 135.2 89B 107.J 60{ 116.2 684 91.9 904 101.3 971 BOA 001 01.4 680 71.3 1701 61.1 050 51.1 004 7e.e 017 63.6 801 72.1 673 48.0 001 09.0 020 40.2 001 80.8 625 j Z 78 In 109.4 722 114.4 610 91.2 722 97.2 816 70.2 722 05.3 Egg 66.4 722 76.7 596 60.8 722 70.3 558 64.7 722 65.6 650 45.0 722 59.5 670 39.1 722 56.7 565 34.2 722 66.2 SIM Z 75 In 101.2 666 105.8 600 64.4 855 09.6 080 723 685 70.5 577 63A 655 70.5 586 60.2 065 64.5 500 Sag BBS 60.1 683 42.2 US 54.3 543 3a.2 685 61.4 677 31.6 US 60.7 538 ry r 901n 65.9 615 8a.0 437 64.9 515 57.5 449 47.1 518 50.1 441 413 515 44.7 434 WA 516 40.9 420 33.0 515 37.4 422 21.5 616 33.1 413 23.5 515 30.! 407 20.6 515 29.1 404 Z Q W � x Z o 96 In 54.3 453 55.0 404 45.3 453 47.1 397 36.9 453 41.0 391 33.0 453 30.4 3B0 30.2 453 33.0 370 27.2 461 30.4 374 22.0 163 26.6 068 19.4 453 24.3 580 17.0 453 229 1031n 38.1 35B 39.0 323 31.6 358 32.0 31a 27.2 358 28.4 313 23.6 358 25.2 309 211 350 22.7 304 19.1 J6B 20.0 300 15.0 J5e 10.0 293 W r1-44. 35.1 318 35.0 306 20.3 338 301 3011 25.1 336 26.1 297 220 lig 23.2 2O] 18.5 338 20.9 259 17.6 336 16.1 265 Q' X 27.6 2B0 28.1 264 231 290 21.0 280 10.9 290 20.6 256 17.4 290 162 253 16.1 290 16.4 16.1 201 7e.1 186 0-t.-. Z 1117 (n TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: €U AnchorCapacity Timble Ibx ANCHOR CAP.,,,, , rn s0sS [6 2.7k 0-rd. ENIANIA e. HODOW CMU Filed CMU PT Wada MIN (DF(„)X( )=ANCHOR CAP.,,, o U4•SS EKo VIS'EKo 1rd SS Elco 810 Sled #12SIWI #12 Sled MULLION AnehorCllp Patterns Anchor type 3116-Elco untaem U1'EKoutbaean 3'18'F7co Unram 1r4'EKoUBmcon Ano0da Uemeon A99MG01M Scnra(G6)scrra(OS) serm(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edgemslarceon) t• 2-uz I• 2-1/21• 2422 1• 2-U2' 7 3-v9r 2' 0.49• oar 0s2c CAPACITY REQUIRED'CORRESPONDING TO AN Fmbedhenl n 1.514' 18V' 1x14• I-4' 1.114' 1.114' 1.114' 1414' 1-1N' 1.11/4• 7 11717• 73'5 vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 A xhm 0 478 Mln O.C./Slandaa or oases cup 01g t) 390 IDS Sm Ibs 4500, ego It. 2700, 2Bo Vm 354 00 710110 374 tbs 664 017 945 06 341105 442 m 660917 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archon,01.15•Min O.C./StmMfd 8"r 00W)C ITTB 2r 49000 700 Be N/A WAINA 380 0s NIA WA NIA WA IVA "bs61 O6 11200"s CAPACITY(FROM THE TABLE)OF THE SELECTED D.C.IM2,5AngleClips/(Rg3) 78003 780 Its mD 05 158001s 540lbs 6w Its NIA 7601m 74a bs 69DRa 18�9s 85ls 1112DBe MULLION.IT WILL YIELD A MINIMUM ANCHOR C.lua:tlp.In1O.12�Akun.lFlgd7 WA 19A NIA WANIA WA N/A WA WA WAAWA 10, CAPACITY WHICH MAY BE USED TO QUALIFY 1Arch0r/FLup(Fla s} 105b, tislm 275M 4460, 135 os 1d09s 777113 37016, tel b7 3321117 4730, 21 un 260A..oI(IONAL ANCHOR OPTIONS FROM THE 2 Anchm 01.16'Min O.C)FLu g 24003 310103 WA WANIA 1go9s NIA WA NIA ILA WA 4200 660017 ANCHOR CAPACITY TABLE. PR(X)UCT REVISED NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as camplyin6 with W Florin ncod1iee„c�No�(o_0218.03 FIGURE I: FIGURE 2: TABLE NOTES: F-1.250•--{ Ea�Dgt. /,Z=( 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION DON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \1��O��{UNN,),j/, FIGURE 3: 10 � � (` 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3'188• ��' L1'(NSF ••'P ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS F ® . • CLIP MUST BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 285" _ '` t•lu.5U70su ' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL -�j'• D yA�:/Lr�-' FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE SMt:0 /- 8063.76 AND BE A MINIMUM OF.126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND :�^t•.•'•.,!=LORIO.;.•'('�'-' .045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL 1.25'(1 X MULLION �•�(,1. 16-1 ff ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (7.-1/d114'-VF MULLION) #10 8:#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. A.LfNN'MILILL�,P.E. FL P.E.#58705 TABLE 9A n Munlpn Capacity Table(Ibelfla) 1Fi• Opening Width(torvedcaly-spannlrlg mugon3)or Opening Height(for hortzonletly-epaming mWono) y7{1te 6 5011160111 TO In W In DO h 100 h 120 h I/O In 160 in $ LLO 1.25 x 3.26 R.alagular TraprTdan% RaaargWar TraplTd.ng. ReaanDular TnprTdang. R.1l 12War Tuivrrl.ng. Rea ongukr TmprTarg. RaamnguWr TrapTrlanD R-1-naw. Tmpridane. A..langulsr MaprIldang. R.al.ngul.r Trwrri.n9. k6k6p++ a F Leading Loading Loading Loading Loading Laadag Lading LaedOg Loadng L-In9 Loading Lnadog L.dlag Laadng Loading Load.g Lading Lading x.toopn6 ua6 pn6 Szy� pn6 an6 gay yn6 AIuMulllonbB � 0� �' �' � � 0�' y�{�r} qfi� pOh� a�5 ry�h� ` �' ' ` �' �' � yy��" N � Z `" � (A 42 in 170.0 620 170.0 475 170.0 711 170.0 415 170.0 665 170.0 SOB 170.0 992 170.0 519 170.0 1118 170.0 621 163.1 1118 170.0 521 127.7 1118 170.0 621 109.6 MG 1700 521 B5.8 1118 170A 521 0 r 48 in 170.0 700 170.0 524 170.0 050 1TOA 584 187.6 Die 110.0 630 148.7 978 170.0 661 130.4 918 170.0 677 117.3 276 170.0 680 D7.8 878 170.0 680 61.8 018 170.0 BW 713 976 110.0 880 u7 w.625h IT0.0 747 170.0 w7 170.0 088 1TOA B]1 150.7 027 170.0 881 131.0 027 168.5 108 117.2 927 1511 689 105.5 927 166.3 898 au 927 156.3 695 75.4 ea? 156.7 685 65.0 927 1563 885 Ce in 64 In 170.0 707 170.0 611 134.5 e8B 110.0 611 07.5 069 163.0 683 175.D BBQ 141.6 BBB 101.0 588 134.0 660 92.7 869 120.8 651 77.3 BfiQ 128.8 652 68.2 669 176.6 652 57.8 WB 128.8 652 (gt O� 0 W h 141,1 116 169.0 134 110.4 746 132.3 620 102.3 118 117.8 800 82.5 745 107.8 591 78.6 146 101.0 592 71.6 746 BBA 607 69.7 745 919 607 51.2 710 01.3 661 14.0 i/8 013 583 m (� M W h 127.1 6/7 IJ7.0 679 107.1 877 117.7 566 68A 071 100.4 655 77.] 877 DIA 656 88.7 577 56.1 679 51.8 677 81.0 634 61.8 BI7 77.0 61D 11.2 671 78.1 529 18.7 877 767 520 U J W h 101.8 617 114.1 530 89.7 617 97.8 SIB 76.9 817 08.3 500 61.3 617 78.3 6DO 59.6 017 77.6 491 63.6 517 66,7 469 44.8 617 64.4 IB] 16.4 617 W,7 462 37.0 817 611 167 2 Q 7 120 82.0 516 87.1 460 BB.7 619 74.7 410 58.2 615 65.2 472 61.8 510 68.6 425 46,1 518 64.2 419 41.4 618 50.1 414 34.5 616 46.6 408 NA 611 45.0 405 26.0 510 45.0 40! Z 11 h 70.6 485 717 406 53.7 465 62.6 106 50.3 46S 61.0 390 44.1 416 49.4 381 39.2 169 45.3 378 35.2 455 42.7 374 2DA 465 78.3 387 25.2 465 38.5 364 27.0 465 262 363 W 78 h 85.2 411 060 ]B7 54.3 441 57.7 310 /6.B 441 We 372 40.6 441 45.4 386 36.2 441 41.8 380 32.8 441 36.7 358 27.2 441 34.9 349 23.3 441 33.1 348 20.4 441 327 345 J Z BO In 42.1 732 43.28 295 75.4 332 37.0 789 ]0.3 332 72.3 204 28.5 332 28.8 28D 23.6 372 16.1 276 71.2 332 24.1 212 17.1 232 21.3 286 15.2 777 19.0 282 113 112 18.7 200 ¢ O r O Q 0 Go 15.0 181 75.9 160 a8.1 201 70.7 2W 26.0 701 76.1 762 31.9 291 716 210 18.1 297 21.] 711 17.6 28f 1D.6 111 11.8 291 11.1 176 71.6 IBI 15A 237 _ IN h 24.5 230 25.1 206 20.5 730 71.1 705 17.5 130 163 201 ISA 730 18.2 100 I- X.;i Z O O 111 h ?1.6 118 17.1 107 i6D 216 10.4 111 102 210 18.6 1D7 11.1 218 14.9 IN cq p,10 e- 1101n 17.D IBT 107 170 IIA 187 16A 167 UJ UJ Lin X N Y U DV _<z O O Z )n a m 411 TABLE 9B ANCHOR CAPACITY AD.:JSTMENT FORMULA: Anchor Ca a Ity Table the -] ANCHOR'P.,,e,,,,,, 8o0almm: 2.7k Cworola 3.6k Cana. HOBDW CMU Riedl CMU PT Wood Melel (DP,„)X� >=ANCHOR CAP.- 5+10•Elm 1187-lb. 5/IS Elm 1/4.68 Eho 910 8led 912 Steel 912 Sled MULLION CAP., ,.... Arcta Type: 3flV Elm Ullacon 114•Elw Ulhman 3116•Elea Wmcm 114-Elm UBr.cm ( ) l 1 USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patterns Linton UI6mm Apgre(lalw Screw O6 9Naw(G5) ec1.w 05 Edge Diatame(In>: 11 2.712" P 2-172' 3.1/6• I• 2.117 I' 2.17Y3-118• r 0.16• 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedlnen7(h I-114• 1314• 1314' talo• r 1-114• 1-114• 1.114• 1.111• 1414• 21 1x16• tam• vena. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anahora@4.15•Mtn.O.C./8lmld-d.2"Oftel alp 09.1} 390 ba 390 Its 4W Ia 6tp Its 184 Its 270 I. 280 bs ]311. 71010. 6841. 940ba 341 It. 4421. 560m OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchom®1.15 Min.O.C./Slendand(or abet)alp(Fig,2), 400 Be 70010. WA WA NIA IIIA 380 I. NIA NIA NIA WA 6921. 5851. 1120 b. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Andloraa 3-Min.O.C./R)aa5 Angle aOi(Fig.37 780M 7W Me aeO Its 150070. IW6the 54o led 5W I. WA 78016e 88D ba 18.2" 602 ba 80510. 11201. MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Archon®0.54'Min.O.C./UJ:l4.hIt•IOP AMn.IFip.4F WA WA WA WA NIA WA WA WA NIA WA WA WA WA DSO bo CAPACITY WHICH MAY BE USED TO QUALIFY I Anor"I Falp(Ftg.5} 1951. IBS i. 1251. MS tet 1.1. 135Ita 1401W 1711. 37010. 332 ba 473101 17o 1. 2111. 280 ba ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhvo 7.15•Mn.O.0/Fero(Fig.e): 210 920 35o be WA wA WA WA 100Ita wA NIA WA WA WA 341 ba /4a 1. 6W m. ANCHOR CAPACITY TABLE. pRCSDucT NBVISSO +W complying with Wo Florida Build,g Code 16-02.18.Dts 1.260' Ac«ptaace No - FIGURE 1: FIGURE 2: TABLE NOTES: LxpireNon Data • • LOA 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ey ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI Rodun III 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Ly FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260' .N��',••'�fGL•NSF '•,fin ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �'" CLIP MUST +7 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IJo.570705 _ IN PAIRS. ��� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100' I/ '• GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL . �:`0 V�',�,y (ay(I/W U,/. FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �7' %'� S A l: • 8063.76 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND '•. 1,Ate •.,�LON10��.•' <>'.'� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1,25'X 3.25'X.100' • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION '/•"10N PIE• #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,lM S.S.OR 410 S.S. A.LYNNMILLLA,P.E. • FL P.E.#58705 TABLE 10A i MuRton Capsdty Tnbie 6buTla) Opening lMdth(Lorvetticolyspamv ngmUlions)or4pening Helght(for hasi2ata9yspen74tg mollo,m) Aw 50 l In 60 7E 70 n BO n 90 in 100 in 120 in I401n 160'. 1.26x316 ll tangniar Vp1pineg. Renangulsr Topffin . 11.0.2o1nr Orr R"Wngoiat T+ep7dtng. R¢1argWr Trepad{n. R.O Liar Tr � D Loading Loading Leading 1.0=9 leading Loa Leading Load Loa 8 arW goading. RL s&glat Traoading R Leading Ttoadin. Ro oaning 7iLoadinog. 4, -tl x.624 daq 9 ng ding Loading Loading lwdn9 Loa6rp Loading LoadiLp loadrp Loadn9 Laad'uq 9Y Alum.Tuba .B .S §'i1i ..TIA". 9 �.-, � B ,.. •9 .r B �.-. •5 .5 r n E .. � E 9 Mullione � �e a� 1 �E a� z € 2 it � § }G € r & € s �1 e& F� 5$ �M1 [1 6 s. ik S €a � S 58 $' s & s g cin a fay �aa � faa � � � xaa �a � aa ��. faIa �a � �a3� �aifa z us 42 in 170.0 620 170.0 436 170.0 744 170.0 479 170.0 060 170.0 506 1700 992 170.0 619 110.0 1116 110.0 621 170.0 1240 170.0 621 1704 1408 170.0 621 1700 1739 7700 $21 Imo 1983 Imo 521 d0 to 770.0 108 110.0 671 170.0 060 170.0 601 110,0 992 170.0 670 110.0 1137 110.0 661 170.0 1776 170.0 677 170.0 1417 110.0 660 1704 1700 1700 600 169.7 1919 1700 600 118.6 1978 110.a 680 J W S OA /7 iJ8.0 563 170.0 896 ROA 637 179.0 1016 110.0 684 770.0 1195 170.0 723 170.0 7345 R00 747 170.0 2448 170.0 756 170.0 1793 176.9 166 152.6 1677 IT" 766 133.6 1877 170.0 766 517E 110.0 797 Ro.O 612 170.0 056 170.0 691 170.0 11t6 170,0 754 1701 1276 170.0 B03 170.0 1171 170.0 831 110.0 7591 110.0 BS6 156,1 1769 170.0 861 114.1 IT69 110.8 661 117.7 1769 170.0 861 W O m O !� n 17q.0 885 170.0 TOi 170.0 7067 1700 797 170.0 TNO 170.0 078 710.0 1417 V6.0 811 ib1.1 1571 170.0 9% 145.0 1311 1701 1033 120.0 1611 170.0 1063 t016 tall 1700 1063 90.6 1611 170.0 1063 U) co 631n 170.0 930 170.0 716 170.0 q16 1700 960 170.0 1302 170.0 940 566.6 7310 170.0 1015 1747 7770 170.0 1076 125.3 7370 i64.q 1902 let.t 7370 165.9 1072 69.5 1370 756.3 1.070 78.3 7770 165.3 1070 661E 170.0 971 110.0 709 170.0 1169 170.0 907 165,6 7218 170.0 1002 1367 IAB 15d.6 1017 121.1 1710 117.1 1000 100.0 1118 1]9.0 904 90.8 12/0 1]0.4 818 7T.B 1248 129,0 976 60.1 1248 129.0 976 W OL Z adz m J 73 in f67.8 }049 1700 670 139.0 1044 750.2 892 179.8 1814 1]2.11 876 1041 7019 119.5 060 472 7619 1817 048 67.9 7014 702.7 878 64.9 1019 94.3 825 59.8 1049 91.2 820 62.4 1049 91.1 020 Q � $� }. 76 in 142.1 911 149.1 W 118.9 911 126.8 005 t0t.9 041 111.2 791 B91 941 100.0 717 79.3 941 91.7 766 71.1 911 96.5 757 69.6 941 77.6 741 51.0 411 744 737 41.6 941 73.3 736 {OPT z i 79 in 132.0 891 177& 707 110.0 894 116.9 7fii 91.7 824 102.{ 763 02.5 004 91.9 TIO 113 094 81.1 770 66.0 BA 10.3 721 65.0 B94 70.7 701 1T.' 0% 01.0 101 41.3 091 56.1 698 401E 85.9 671 Be-, 646 7f1 671 74.9 505 61.4 6111 66.3 576 61.11 971 58.2 555 47.7 677 62.9 56d 434 671 484 5511 35.8 67t 43.1 649 30.7 611 39.7 631 26.9 all 37.9 626 z � O 961n 10.6 590 72.8 621 69.0 690 614 SIB 60,6 590 5].1 509 241 690 47.6 602 10.7 690 13.0 491 35.4 *143- 79.6 690 34.7 417 25.3 690 31.6 469 2X1 650 29.8 461 10lin 49.7 466 60.0 421 11.4 468 428 411 33.6 466 37.1 400 31.1 465 32.9 402 21.5 46d 24.7 39d 24,9 707 466 23.6 302 47.8 /6b 27.2 315 15.5 466 19.6 370 N Jiz a0 m0 1111E 454 411 16.7 100 702 141 79.3 ]97 72.7 Nt Nd 387 286 141 30.1 ]9! 26.1 H1 STS 376 22.9 IB.t 141 276 304 IgA Nt 183 )56 %3 Nt RA 3 t fn36.9 324 30.2 370 31.0 339 25.9 310 26.0 334 22,7 318 237 329 20.1 371 21.7 ]15 19.1 15.1 370 16.7 711 X 1124 in 2fA 262 212 242 771 262 }lA 239 15.0 262 15,) 236 Q N p TABLE 10B � � z O AnchorCapndly Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: X'92 Suairoia 2.7k Morale ancon. Ndww cMu FMdcmu PTWOed metal ANCHOR CAP,,,,,,,,,. 1°-z 9 (OP,,.)X t )=ANCHOR CAP.,,. 716---Elco 94's6 Eko Ht6'Eke vor Elco '.11d x123�eel alt steel MULLION CAP.,•,,,,,,, AncSrorClip Paitalns Atxha Type 3"76•Hw0lacon v4•EkoVOncan tJ>�con &fC Eno lmtam va'EkOuit[Mm +�gractHa LIM. A1HBG.Ya S I0"(G5)SCW(W) Scrva(06) USE THIS FORMULA TO OBTAIN THE`ANCHOR Edge pnerce n) r 2•vr I r I 2•11r 3.110, 1• 2-vr 1• 1 2-112' 2' 1 3-Illr r 0.48' 0.54" 0.321• CAPACITY REQUIRED'CORRESPONDING TO AN EmOemtatt n 1314• 7.3+4• 1374• 131P 7 1.11/4` 1-114, 1-1/1• 1.114' 1-1/4' i-174' r t-s^B• 14wines ACTUAL PRESSURE REQUIREMENT FOR THE 2 An4roa®47Y MN O,G./S1aMara Oro"Clp X71011 3co bs 380 G6 450Ibs 800 Ms 1644W 210W 280 be 351 Ors 7401a 314 w9 6648E 9450E all IDs 442 Mas6601a OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arenasti$7,15'Min O.C.I Star04N{aciael)Cnp{ng 21 4M Z3- 7008- 141A WA NIA NIA 38D Ras NIA WA If t0A WA 692ttn 885d. 7420 to CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMhM@3'Mw.O.C./X212(5 Argle Caps I Ing 4 nmo lm 7eD ®x156 5500 On iBm OE 54015s Wine NIA 780156 749105 Boo Ia 18920E 6021( BB61a 112D 6s MULLION.IT WILL YIFIDAMINIMUM ANCHOR 3Arttors 4)t 0,54•Mm.OA,1Ufiip,hia I"Nun, g4) NIA WA NTA WA NTA NIA WA NIA WA N64 WA WA WA WA asaxa CAPACITY WHICH MAY BE USED TO QUALIFY 1Archon Kip fl5) 106 Ina 105 Ra 22511E N51a sola 136106 1401E mom 37011E IVM 332 w3 473 gas vows 2211( 2Bo 7m ADDITIONAL ANCHOR OPTIONS FROM THE 2 Arctors®1./5.awn O.Ct F4: g6) 2406» 35011E NIA WA NIA NIA t8p 6a N6l WA NIA WA WA 341 IDs 442 w6 I 660MI I ANCHOR CAPACITY TABLE. PROSyUCT REVISED as complying with the Florift FIGURE 1: FIGURE 2: Bull dfng Coda TABLE NOTES: AcCepinex NO 1410•bzI S.63 • i + 1.260• fix irntlonDale 1021 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION By ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, Mim,Dad.Pro&dCa¢t 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. i, 71` 1111 r •f FIGURE 3: • �Qt�1r 'I�t( ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" ��t,.•' ttCEl+IS� �'i 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. piG,51;'10. ' IN PAIRS. : }` 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AN FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL :•'L7 '` t+� �' �, I „ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE .624 f �` 5 ti F 6063-T6 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,•,�•(,u141DP.,- AM5'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25•X 3.25'X.624• J�` #10 81112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION 71 r � A LYNNIM)ll�ft,p.e. FL P.E.#58705 TABLE IIA14 _ g a Mallon Capacity Table pb.fle) d id Opening Wdth(lorwrllca9yhpemdn0 millions)or Opening Haight(for horizalta*spann1rg mdGala) SO m 601. 701. 190 in 901. 1100 in 120 In 110 in 160 in y( a I¢jr O 116%7714 RwUnguLx Trep7iia,p. R.clongA.r Toprrnm,g Red..gul.r Traprrd.ng. R.M.,01u Twird..g. Rad.ngd.r Tr.plln.ng. R.d.V4., TuipRriang. R.d..Wlu T,.WbM. R.dmgular I,. wng. R.clugdu TiaplUi.,p. u Loding Load'mg Loft L..dag lading Loading Lo.6ng Loodnp L..di.g Ln.ding La.d'ng la.dirp lnadnp La.dnp Lo.dirp Loedinp L..dng Lo.ding �Y %.024 b A(UM.TUbe I E .y^^� .��. 8,. 'F�, 8 3 .. B 1. E 'Z '� 5� .-. •�,. .g -E�... '9 •E .. .F 8^. �` Mullion &� "s a ;` & &� a a sg d t&. 1; &6L & e- & € E 18 , 3 S� & &�. �' 3•�. a &�, �€. N u u u' u u u u u u v u u u .&a u u u u u ug m v2a $a w i'2. Y& a� f� f8 f@ kd s' 8d Oma" FVl- �@ fa �@. �� �a � ga �� d`a2 3@ $rc i1�- 8a i@ �� �� Ya �� d`rc a'�. �d 3 ga �€. i`e Ul 421n 170.0 620 170.0 170,0 744 170.0 118 170.0 us 110.0 606 170.0 992 170.0 515 170.0 1116 170.0 521 170.0 1240 170.0 511 110.0 1460 170.0 621 IMP 1735 170.0 $21 170.0 1933 170.0 621 IB In 170.0 708 170.0 170.0 850 110.0 6M 110.0 992 110.0 630 170.0 1133 170.0 661 170.0 1275 170.0 671 110.0 1/1) 170.0 68a 170.0 1700 110.0 600 170.0 1903 110.0 680 110.0 1267 110.0 680 50.625. 110.0 747 1TOO 170.0 896 170.0 631 110.0 INS 170.0 684 170.0 1195 110.0 723 110.0 1346 170.0 741 170.0 1494 170.0 766 170.0 1793 110.0 756 170.0 2092 170.0 766 170.0 2391 170.0 756 6/1n 170.0 791 1700 110.0 956 170.0 691 00.0 1116 VOX 161 170.0 1275 170.0 609 170.0 1434 170.0 037 110.0 1594 170,0 866 170-D 1913 110.0 661 110.0 2231 1700 851 160.2 2403 170.0 861 W CD com GO In 170.0 805 170.0 110.0 1063 170.0 191 170.0 1240 110.0 878 110.0 1117 170.0 844 170.0 1591 110.0 596 NO.D 1771 110.0 1033 170.0 2126 170.0 1063 116.3 2163 110.0 1063 129.0 1163 170.0 1063 F 0) 1G U) 67 in 170.0 970 170.0 170.0 1116 170.0 050 170.0 1702 170.0 910 110.0 1108 170.0 1015 170.0 1673 110.0 1076 170.0 1859 170.0 1122 1569 2060 $70.0 1169 131 5 2060 170.0 1171 IV.T 7060 170.0 1171 � W 661n 170.0 974 170.0 1700 1169 110.0 903 170.0 1361 t70A 1002 1700 1558 170.0 1086 170.0 175] 110.0 1155 170.0 ISO I7a.0 1210 1430 1966 170.0 1216 122.6 1966 110.0 129fi IO7.2 1166 170.0 1266 � EL o m Z Z 72 in 110.0 1067 170.0 1700 1275 110.0 1009 170.0 1119 170.0 1126 170.0 1700 170.0 1228 154.1 1134 11D.0 1315 136.1 1734 169.0 1306 116.6 1731 1559 1364 99.1 11]4 150.4 052 66.7 1734 150.2 1352 0 761n 170.D 1171 170.0 170.0 1346 110.0 1000 160.5 IVA 110.0 1209 147A 1566 155.2 1285 131.1 1556 1616 1266 111.9 1656 441.] 1251 953 1656 128.3 1229 011 1556 122.3 1215 73.7 1656 121.2 1116 � �Z 78 In 170.0 1161 17007 170.0 1301 170.0 1116 165.9 1477 169.3 1246 06.1 1477 162.0 1221 121.2 1477 139.1 1206 109.1 1477 129.6 1191 90.9 1477 116.9 1169 77.9 1477 1108 1160 68.2 1471 109.3 1164 Q .- S F N 90 in 142.0 1110 146.56 116.4 1110 123.9 968 101.6 1110 107.9 951 88.8 1110 96.3 936 78.9 Ilia 67.5 971 71.0 1110 80.7 910 592 1110 71.3 691 50.7 1110 65.6 870 Ill 1110 82.7 070 Z 0 Q CA CA p 761. 117.0 976 120.72 91.6 979 101.5 066 87.6 976 88.3 512 13.2 971 70,5 829 65.0 975 71.2 877 685 976 65.1 007 19.8 976 51./ 185 11.6 975 62.3 776 366 975 19.3 167 F X Z o 1001. 82.2 771 84.0 GB.611110685 60.1 711 61.3 67/ SIA 171 f:l.] 661 457 771 49.0 655 41.1 771 N.9 611 31.3 111 311.9 613 29.1 771 36.0 621 26.7 711 12.1 612 (n QIlt i. 76.7 TIO 77.31 6].1 730 65.0 650 61.1 lag 56.3 6/a IT.3 770 15.9 631 42,1 730 16.0 622 31.9 730 41.1 614 31.6 130 35.6 600 21,0 130 31.9 609 23.7 730 296 681 1201. 59.9 624 6109 /9.9 624 61.2 660 42.8 621 11.3 652 ]7.5 6L 39.2 611 373 821 35.7 b77 ]0.g 624 32.2 631 26.0 624 21.7 619 21./ 674 24.6 509 10.7 62422.6 501iD 7111. 4.7 133 35.11 28.9 433 29.4 395 24.8 131 25A 390 21.7 /3] 22.1 785 197 433 20.0 361 11.3 /33 10 2 376 (� C4 Q O Z O egg." (q to TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: .�§ �0?� AnchorCapecity Table(Ib1) ANCHOR CAP.,,,,,,,,, 5051ram 233 Corcide 3.6%C . HOWN O6U Flamm PT woad Mda1 (DP.JX( )c ANCHOR CAP.,,,. 5r16*Eleo tl4.3S ECo YIC Eto 1Ir S3 Elco N10S1ed W26tae1 W281ee1 MULLION CAP.,,•,,,,,, AnchorCllp Patterns A7icW IWO S'16•Elco unman vc Elcouemc0n Utlmcan 3•t6'Dco uOraan yr Efcouerxan AggvG.Ior u5rdcm AggnGSW Screu(G5)S"IS(Os) Bcrn(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR E09,Olsmrtc 04 In 2-11r r 2.12" 3-1 v 2-u2"• r I 2-lir r mor 2" 0.13• 1 asr O.Tr CAPACITY REQUIRED'CORRESPONDING TO AN Emledriml Onl 1-314' 1-3ir 1x141 1ar4' r 1.114' 1-v1r mw I 1-vr 1.14• "IT 2" tam• I tare• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancmn 0 Ole Mln O.C./S1undxd of 003e1C/p(Fig.1) 300 lbs 3001-3 450 ms 8DO m6 1644 m, 2701* 200116 561 Its 7401os 374 DS 664 We 946 to 34111* 1 442 to 5801-3 OPENING,WHEN IT IS LOWER THAN THE MULLION 1.15•MIO O.C.I Sltn 4 Anchors 4b Oard(a OMM)Cep 09 2)-Wins 700 M NIA WA WA NIA 3m 105 NIA WA N/A WA WA 682 0n BBs ie 1120 0a CAPACITY(FROM THE TABLE)OF THE SELECTED 4Am"03,Mm O.C./(2)215 AlykCaps/(Fl0.3) TBD is 700 ms Sao lbs 15W 18Aems 540 ms No Its N/A 760Its 748 ms NOIoa 1692 IMS 682 ms 665 Its 11201a MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Amhm490.54-Mn.O.C./ULIp,WO-AWMI 4) NIA WA NIA WA N/A N/A WA NIA WA IIIA WA WA WA WA 1267M CAPACITY WHICH MAY BE USED TO QUALIFY 1 AM!'"I FLOP(R0.5rl 16616, las m9 225 is 445 D8 e221a 13516 140 Ia 177 is 3701a 187 ms 332 m6 473 ma 170 an 221 ms 280 Ons ADDITIONAL ANCHOR OPTIONS FROM THE 2Amron 1.1e Min O.C1F.0 240 ms 3501-3 NIA WA N/A NIA 19008 N/A WA NIA WA WA 341 TDI4421-3 660 be ANCHOR CAPACITY TABLE PRODUCT REVISGD m complying with Ibe Fbirift 1.250' Building Code 1(o.O7t$.o FIGURE I: FIGURE 2: TABLE NOTES: AcceMmico 1'711 3 Gxpila'm Dale all2) ® • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ® • Byduct ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mim DadO ..........lro1/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,�� �.( 1YNN FIGURE 3: >rli ••• .•.••((• ,' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' �'��,.•'•�\C i:NSF '•.`Q CLGLE IP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 7r<u FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ji•.•BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624• (�•.• "• • ® 0083-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL - .(`` 1+C 13H1p1`,,.•'��:;` • . ANCHORS INTO METAL SHALL EXTEND ASTEEL THICK EAST 3 SCREW THREADS BEYOND THE MATERIAL. / i 1 • #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.94•X.624• A.LYNN/MILLER,P.E. • MULLION FL P.E.#58705 TABLE 12A Mulflon Ca 6c Tabla ibefie 0 n n Opening"Widlh(for varlically-epalird Ions)or Opening Height(for hod2ontauy-spanrlrlgmulilons) 601. 601. 701. 001. 84h took i20h 140 In R.Ioaguler R pTdeng. Roolw+plN TmiVTdang, R6ctmyuler ImprTdmp. Rectt n% T Looftng, Rtclmgust hL."I's. Radu+9Wer Trep7fdug. Rect4ng,dm Traprtda Root at 7m ' taadn e0• 02010.0. Recluiyuir TroplTtlmg. o 2 X 4 X.2b 9 taadnp Laadrt9 toadn9 taedng I.oadn9 Laedrp Loac(.g (4i3dng Laadny Loafing tmdnB �g•Loadiny Wadn9 Losdny t.oadng 1.044.9 t.adrq �Y o: IiT H 1 11 1 .42 11 r,I rs .51 1 Alum.Tuba 1 1,Tw, Mullion 42 in 170.01 620 1Too 435 110,01 744 1704 478 170.0 86a 170.0 600 170.0 992 170,0 519 170.0 1116 170,0 621 170.0 1240 170.0 621 170.01 14081 170.0 521 170.0 1736 1 170.0 621 170.0 1983 170.0 621 Z i8h 170,0 708 170.0 62{ 170,0 860 170.0 681 110.0 992 170.0 63D 170.0 1133 170.0 661 170.0 1275 170.0 677 t70.0 1417 570,0 600 170,0 INC 170,0 680 170.0 1883 170.0 eeo 570.0 2287 170.0 aa0 O 60LU .8261. 170.0 747 110,0 683 170.0 698 170.0 631 110.0 1048 110.0 884 170.0 1187 1740 717 170,0 1343 170.0 747 t70.0 1491 Ileo 756 170.0 1723 170.0 766 170.0 2092 170.0 769 170.0 2391 170.0 758 2 61N 170.0 797 170.0 812 170.0 950 170.0 o9l 170.0 Ilia 170.0 764 170.0 1275 170.0 843 170.0 1434 170.0 a37 170.0 1691 170.0 856 170.0 1913 170.0 601 170.0 2231 170.0 861 Y70.0 2650 170.0 881 m o 60 in 170.0 666 170.0 701 170.0 1083 tJ04 797 170.0 1240 170.0 878 170.6 1417 170.0 9N 570.6 1594 174.0 996 170.0 5771 770.0 1033 170.0 2125 170,0 I'm 170.0 2479 110.0 1053 160.6 2680 17a0 1063 th _03 In 170.0 WO 170.0 745 170.0 1110 170.0 $50 17D.0 1302 120.0 940 170.0 1488 170.0 1015 170.11 1873 170.0 sole 170.0 18 99 170.0 1122 170.0 2231 170.0 1160 168.7 2653 1170.0 1171 146.0 2553 170.0 1171 h 68N 170.0 874 170.0 789 170,0 1188 170.0 00Y 170.0 1361 170.0 7002 170.0 1556 170,0 1088 170.0 1763 170.0 1166 170.0 1015 170.0 1210 170.0 2338 170.0 1276 1619 1 24311 170.0 1295 132.9 2437 170.0 1268 721. 170.0 1003 170,0 878 170.0 1275 170.0 1009 1704 1488 170.0 1120 1704 1700 170.0 1228 f7Q0 1913 170.0 13/6 t70.0 2t25 170.0 1367 46.6 2184 170,0 1468 1 04.61 2184 176.0 1329 104.2 2184 174.0 1630 ? (l)p m �W, p fS�tiw' 170.0 1122 170.0 637 170.0 1340 170.0 1080 17010 ISM 170.0 1208 170.0 1784 170.0 322 1 786.1 19W 170.0 1421 148.0 IWO 170.0 1606 t23.0 1960 IB1,8 1640 108.1 1960 164.0 1535 929 IM 162.7 1531 LU @ -To fn 7704 1161 1700 90F 170.0 1385 170.0 1116 170,0 loft 170,0 1250 170.0 1842170.0 Fi389170.0 474 137.4 1881 163.7 1600 114.0 1881 147.3 473 262 1891 136.6 1450 869 1681 137.8 1464 CL o �" Q 4'n 90N 170.0 1128 170.0-1 44 549,1 7398 5540 1218 127.8 1398 136.9 1190 111.8 1398 121.3 1179 09.{ 1798 710,2 1162 09.6 INS 1014 7147 to 1396 84.8 1122 839 W9a 827 1105 619 1346 78.9 1096 J Z J Q BBin 147.4 1229 j5i5098 122,9 1220 S2T,6 1078 506.3 1229 111.2 1081 92. 1220 9B2 to" 81.0 7229 89.6 1020 73.7 1220 824 1010 61.4 1228 72,2 903 62.7 1229 869 W7 48,1 1228 82.1 807 � Z OD O 108N 103.6 071 86.3 971 89.4 6172 74,0 971 17.2 810 84.7 471 88.; 037 57.6 871 Btb 026 6f 6 971 686 915 43.1 JIM 40.0 796 37,8 971 44.0 782 324 971 40.8 T71 to NOSii h 05A BtB 70,6 914 614 819 84.1 Oto 70,9 80a 59. 919 829 744 63.0 919 567 784 47.1 019 $to 774 391, 919 H9 768 34.1 019 40,2 742 29.8 819 37.1 732 � ,120 N LU X 76.5 76a 639 7Ba 564 8011 17.2 789 48.4 680 41.0 789 H1 877 37.7 786708 .9 &43 (qSN N 43.7 648 36.4 618 37.0 498 51.2 64a 31.8 ;81 27.3 hie 282 483 Z<.3 bt8 28.3 479 2t.a 618 22.8 474 102 N8 18.6 484 469 848 R.2 456 53.7 548 16S H8 c x 4 TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: 6�. N Z oto N AnchorCa acf Table([be) ANCHOR GAP.,,,,,,,,, 2 0 Su1.9ate 2Tc Corc22e 35k Cone. Nmox cmu it F6edC844t Pi woof Masi 102'1„}X� �=ANCHOR CAP.,•, 5'16•EICO 1/4'35 Ella 6116•Eko 114•SS Efto 010 6100 02WAV #12 Sleel MULLION CAP.,,,,,,,, '•7 b� AnchOrClip 9011000 Alznar Typo 310 Elco unnsm 114•EkoUnracun UXrxon yte•Elco unman 114'Ekounracon AWOGXW UArmort AMm•dor Scmrf067 stre•(06) 6="(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Ea9e astarca 8n) r 2-vz1 1• 242' 31tir r 2-u4' r 2.17 r aua r 0.48' 0.54• os2r CAPACITY REL)UIREW CORRESPONDING TO AN EmbedOml n 1.Wd' 1.3'4' 1+714' 73+4' r r-114• l•v;• 1-114• 1.114' 1.114' 1.1/44 2' 139• 43'8' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2ArKnm 804.7Y5en O.C.ISI&dud0rObet CVp(Fig 194 M0100 340125 450 is ago UB 1644166 274ts 211106 3611bs 74U Ws 374 Jos 668 tot 9t86b 341 lbs 44201 560 ibe OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arctgs 4a 2484 Mln 0.0./etmd d(a Orel)CUP(Rg 31 740 to 740 is 610 ms 11.to 1424 ms WA 660 6. WA m51c6 N/A am F. WA ®291 811510 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Alchonsa 1.71•Mif O.G/6tm03N(or aW)C (770 8 i 4) W5 is 90 75s 1946 tee NIA NIA 705 to WA 709 its NIA WA WA 1022106 13279. 16w28 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Amhon O T MIn O.C./(212i6Ar41eGlpsl(R0 5) 780 is 7 66015 1660 0. IBM Ibs IN 0093 6BO t6 NRA 76011. 740 is BBD is IBM tis (821b0 985 On 1127 6. CAPACITY WHICH MAY BE USED TO QUALIFY 6Arclnn�T M91.O.C112)2r6Ati9te Cll.titty 6T 1770(65 1t7f71te 1=84 2340107 2644 to WX. NIA 1140 is 11222. ISEo las 2a3att6 w2z Its I32i 105 7660 ms ADDi7tONAL ANCHOR OPTIONS FROM THE 3Arcfon®1.34'841..O.C.I UCIIp,Into.iMAlum. 104 WA IVA NIA WA WA NIA WA NRA WA NIA WA WA N/A WA 075 ANCHOR CAPACITY TABLE, GAMPOIS d0.64'MN O.C,tUfi2lp,into.72.TAkun.(flif NA WA NIA WA WA NIA WA NtA tYA NtA WA WA NIA WA 2S is PRODUCT RL•ViSFd'l 2 AncMn 266"Mitt O.CJF1:Yp(RO D} 37010s 310 is 315 is 743X. 712101 NIA 200 f NIA 378 nn NRA 4dp Ira WA 3110. 442 t6 660 tm us tomplyilyl wilh YIO Florida 3AYtirn 8a 1.71-min.- IFLStp( .SOI N3 is 625 is 9790 4790. NIA WA 35330 NIA ]B41ts WA WA WA 1122 itK 6680. 84411. BeiA.'s Cade 6^021 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Ac«ptmtca Na '$•013 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Expir�'btc "' FIGURE t: FIGURE 2: FIGURE 3: FIGURE 4: 2.000" eyTABLE NOTES' Miran 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. 4��� \)N(,.:..N All fE� n��,.••v\GENBF FP FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS I$ALLOWABLE. • • • • • • • • • • ,2&g• 4.000" •+� 141 r.)G705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO 8E DRILLED IN _THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE f LOCATIONS, .T.-�} ,"t• p. r ) v P 111 FIGURE 7: FIGURE 8: FIGURE 0: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FIRED CONCRETE BLOCK UNIT ' •: ;: : (FIGURES 586} {CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �%^• •.FLORtC31);• (j'• •• • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(16 FX 4'X.25V*MULLIONSS�0IVAit rCN-0 1 IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 1 \ • THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,16-6 S.S.OR 410 S.S, A.LYNN I&Lk P.E. FL REA 58705 TABLE 13A Mullion Ca ao Tablo}bent' n Op9ning Width(tor vaNrsltll-sparini mU1lons)or Oponing H•Ight(for horizonla*sparcirg mUliore) o ^� SO in 80X7 To DON 80 in 1001n t2oN 1401n too In ��«R ReclengWor TrepllMang. Rodwigder Trep/Iderq, Roctm7g4ar TreplJdeng. Roclengder T-074-8. Rocteigl" voprMeng. Redere7dar Trap7deu7g Rocl4n0. TrgN't'Amg. Retiang4 TropRdeng. Rectngetsr TaprdaW, eJ O 2 x 8 x,25 Loading Loafing Loaning Loafing Loadtq loafing Loadnp Loafing Loaft Loafing Wring Loafing Loafing Loalln9 Lmdn9 Loadnd Lood'ng Loadng 4 Alum Tub* Mullion Thm; bil-6 '51d -Tm I z j9LIO H I 'l III, 1111g 1111LI! 1aI Tisallfill 2 � � �, 1" 11 I __ , 1 .,4111111 T 11511 -,I I CA) 42 In 170.01 620 170.0 435 1170.01 744 170.0 478 170.0 "a 1 170.0 600 170E 112 170.0 511 170,0 1115 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 170.0 1981 170.0 521 Q }... 46 h 179.0 708 va.a 524 170.9 850 170.0 'S01 170.0 182 170.0 030 170.0 1113 170-0 881 170.0 1275 170.0 077 170.0 1417 170.0 860 170.0 1700 170,0 880 170.0 T1643110...G' 800 170.0 2267 170.0 060 J W 50.UT5N 170.0 747 170.0 663 170.0 808 170.0 631 170A 1048 170.0 664 170.4 1185 170.0 723 170.0 4345 170.4 747 1704 1494 170.4 756 170.0 t793 170.0 756 IT4.0 756 170.0 2381 170.0 756 '• xC)5{N 170.0 743 170.0 612 170.0 BSB 170.0 691 170.0 1116 170.0 751 170.0 1276 170.0 087 17ptl 1434 17q.0 537 170.0 1584 170.0 650 170.0 1913 170.0 801 1700 801 1700 2530 1700 081 W C. Q601n 110-0 885 170.0 701 170.0 t003 110.0 797 170.0 1243 170.0 878 170-0 iN7 170.0 044 170.0 5504 170,0 800 170.0 1771 T700 1033 170-0 2126 170.0 1003 1700 1083 170.0 2633 170-0 106.743N 114.4 830 00.4 748 179.0 inti 470.0 850 170.0 1342 1140 044 179.0 1458 imo icti 170.0 ior3 1700 1078 5704 1859 ima U22 170.0 2231 1700 SiBg 1700 1114 174.0 2873 1744 HT1 601. 170.0 874 170.0 788 170,0 1188 170.0 903 IT0.0 13& 170.0 1002 170.0 1638 170.0 1088 170.0 1731 170.0 1155 170.0 1945 170.0 1210 170.0 2336 170.0 1275 170,0 2727 170.0 1280 110.0 3117 170.0 1268 Z �, 72 In 170.0 1083 170.0 878 570.0 1275 170,0 1009 170.0 1450 174.0 1128 170.0 1700 170-0 1228 170.0 i0i3 170.0 1315 t70.0 2125 I70.0 1387 170.0 2550 170.0 145a 170,0 2076 1740 1628 170.0 3f OD 170.0 1530 0. 3 TON 170.0 1522 170.0 037 170.0 1348 170-0 1460 170.0 5670 170.0 1209 170.0 1704 USA 1322 170.0 2610 170.0 1421 170.0 2243 t740 1365 170.0 2892 170.0 1629 1740 3140 170.0 14'94 1740 3589 170.0 1745 i LU 76N 170.0 1151 170.0 987 170,0 1381 LU I 170,0 1118 170.0 1611 170.0 1250 170.0 1042 170.0 1381 170.0 2072 170.0 1471 179,0 2302 170.0 1581 170.0 2783 170.0 1700 170.0 3223 170,0 1771 170.0 3883 170.0 1788 Q 90 In 170.0 1328 170.0 St44 770.0 1594 170.0 1326 Iles 1851,11mg1488 170.0 2525 170.0 1851 i7e0 2301 170.0 1783 i79.0 2858 170.0 1918 1704 31M 170.0 2125 t58.4 3413 170.0 2273 138,6 3113 ST9.0 2381 Z j Q 67 p 901. 170.0 fU7 170.0 1232 174.0 5700 ITO.O 1434 179.0 1983 tto 170.0 2287 170.0 1784 1740 2550 170.0 1852 170.0 2833 179.0 2015 I80.0 1199 179.0 7335 137.{ 3199 556.8 2470 1249 3189 736.M1 2420ia-• ,� Z1431. 1700 1504 170.0 1409 1700 1913 1700 fail 170.0 2231 7810 170.0 2530 170.0 2075 IBIA 2781 170.0 2271 148.3 2781 181.0 2333 123.0 2781 140-0 2201 105,9 27df 125-0 2234 BD.7 2781 118.0 2190 � u)111 to 170.0 1838 170.0 1451 170,0 1980 1710 1700 170.0 2293 1932 770.0 2821 770-0 2719 181.5 2832 162.3 2245 134.8 2032 148.; 2218 113.8 2872 728,4 2588 81.8 2032 115.1 2128 DS.i 2032 108,3 2408 WQ, X Y 613[ 7201. 170.0 1771 170.9 1568 570,0 2125 170.0 1458 154.4 2252 159.0 1891 136.7 2252 141A 1884 120.1 2252 127.2 1838 198.1 2252 110.1 1418 90.1 2262 99.8 1872 77.2 2252 88.8 1838 67.8 2252 81.4 5898 E:. in (!3 i441n 125,1 1681 126.8 1445 104,3 1581 104,1 1425 80.4 1564 81.5 1407 742 1561 60.7 1190 88.3 7681 72.3 1371 828 1584 85.7 1358 42.1 5581 58.0 1310 4{,7 1543 48.2 1105 SB.1 1581 44.4 1283 Q N 'a d p TABLE 138 z !L SUS tJ3 AnchorCe acl Table Ibe ANCHOR CAPACITY ADJUSTMENT FORMULA: 3a 6ubsireta: 2.7C4-C4=11e 3.51 Cmc. Ronow cMu riled CMU PT Weed Metal D ya /ANCHOR CAP.,,,,.,,, ( jX\ )=ANCHOR CAP_ � 6115•Eko 1/4'SS Elco 6118-Elco tri'SS Eko 510 steel 512 Steel •12 S{od MULLION CAP.,,„,,,,, ArrcMrType: SIS Eko Ultra-an 174^EEO U79aaan 6118'Eko tRXacm 114'Eko ui98Cp7 AnchorCiipPattema tx54om ApanC4tar tAiraam ApgreGata screwt05y some(a5t scrrxtt761 USE THIS FORMULA 70OBTAIN THE*ANCHOR Edge olnanee(in) 1• 2.10' 1^ 1 2-112' 3.118' 1• 2.1rr" r 2•trJ' 2• 3.110• r o.afi` 454• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emt,odneni tiny tats• 1.3!v b14' 1.314' T 1-im 1414' 5-171` 1.514' iqN• 1-174' r tate- 13+8' 7artea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchole®4.76•Min.O.C.1 Stanched a Cfhe4 Clip(Fig.18261 390 W 30060 450®.3 89060 1014 Ne 27010" 2801" 354100 74064 374 IN 6841" 9491" 341 We 44265 560 I" OPENING,WHEN IT IS LOWER THAN THE MULLION 4Aneha564.86'M7n.O.C.131e14•d(a06se1)CHP(Fig.3k 78o be 700 t" 00 ma 91780I" 3232W 540 I" Seal" 7006. less it. 748 ft 1272 res im Itek 6526• ON5 tin 11201" CAPACITY(FROM THE TABLE)OF THE SELECTED e At--1.71'MN.O.CJ St.Wod la puel)Cip(Flg,4} 11801" HOD It. TO,01ha 25931" WA WA 9401" WA 1065 Me WA WA WA 13631" 17/01" 22401" MULLION.IT WILL YIELD A MIN IMUM ANCHOR 4 Anct7aa 103•MEn O,G!(2}2:SArgi•CBptttTq.Sy 7806e 760 ibe gag is 15all t" t8ga6e 34064 660 t" WA T8o Me 744 toe 6801" 1892!" WI 88360 t1200s CAPACITY WHICH MAY BE USED TO QUALIFY A.W.®3'A6rt O.C./(2)2i5An01e 01pa/IN.B)' 15001" 15401" 1360 pro 3120104 179266 TORO[" 11201" WA 1520 Th 1496 On 176064 37841" 13817" 17701" 2240 Me ADDITIONAL ANCHOR OPTIONS FROM THE 12 A7ntwn 1.S Aft O.G 1(2)2<S A7gla Me&/fig,7}; 16601b, 21001ba 144066 37601" WA WA 1320 60 WA 1600 The WA WA WA 2845 We 2854 SD4 3300 lee ANCHOR CAPACITY TABLE. 4 Anchoce®1.34'Min.O.C.l u0p,Inlo.125'Alunt.(Fig,8I. WA WA WA WA WA I WA WA WA WA I WA WA WA WA NIA 14301" P((MUCT REVISED e Arctw+e®4.84'-00..O.C.l Utlip.In4o.125•Aknf7.(Fq.961 WA WA WA Wp WA WA WA WA WA WA WA WA WA WA 2a611h ae complyiux with Yw Ffmkl• 2 Anchom(q 1.68`441..O.CJ FCGp(Fq.10): 190 tea 39066 {5060 89044 i818Ibe In[be 2801" 33460 T406s 374 i" old[be 948 6e 34104 44211. 500 IDe '--i Bss{tdLag Cade 4 Anclwte 1.71-Min.O.CJ F-Mp(Fig,ft} 5801" 70043 6051" T2881be WA WA 4701ba WA 53360 WA WA WA 6820u 8851" 1120 the Acuxpwtcatb 1G-o218t•03 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 250 B imti D.I. TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 8:FIGURE 10: FIGURE 11: N iam lto6u4 • • • • • • ♦ . •• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 7I I I I l 1111 LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • • •. • '` r 1. jj y 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE- = G1=NSG '•.rP �� • • .. • 6.004 r. 1 • • • • • . • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS �-�;;' t,Sr/,r76•t0,y 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 6: FIGURE 0: FIGURE 7: SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.ANG - /r (y, • • • • + • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '. ) L/.r; OF� (FIGURES CONCRETE BLOCK UNIT(CMU}SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED ;111 MUST EE YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 60BA-T5 AND BE A MINIMUM OF.125" ``ci • • • • • • • • USED IN THICK.STEEL STUDS 70 BE A MINIMUM GRADE 33 AND,045"THICK(18 GAUGE).STRUCTURAL STEEL 70 r•Q` 31()S. f`-LC I " ,P.E. PAIRS. BE AT LEAST,125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X 8'X.25• fq THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,I"S. OR 410 S.S. MULLION A,LYNNI�6p, R, FL REX 68705 TABLE 14A Mullion Capacity Table Ibsfflt ® �Q Opening Width(forterli 1-sp6mingmWlans)or Opening Hel9ht(for hod2ontagy-spurring mtlllom) 601n 601. 701n 00 In 901n 100 In 1201n 1401a 160 In p ReclwgWar Trapridere. Rect&NWeI Tnpridang. R.W,9ular Tepl7dare. Redarerdar TnplaNre. R-reale, TnplTderg. Rectareular TnpRM1ve. RalareWir TrepRdare. Recle,eWar Tnplydare. Reclereufar Tnp77dang. p v 1.26"x 2.11" LOad"ll Load1. Lcedlle Loadlrg L.-ft ggL0.dlrg Loading -hv Loadire Loedoll Lo.Jbnoo LoaAV Loadirg Leadlng Leading Loaaing Laadlre Leadng hY xTubeMulln � g � �' fill, I z � m N 4114 1442 628 167.0 426 12&2 628 19-18 418 103.0 626 139.0 414 80.1 626 134,6 411 60.1 620 134.1 411 721 626 1341 411 60.1 62B 134.1 411 51,6 526 134.1 411 45.1 526 1311 411 0 4814 96.8 403 10&0 333 80.5 403 84.7 325 89.0 403 a8.4 320 [17.9 4o3 61.4 317 63.7 403 78.1 Me 4&3 403 7&8 314 40.3 403 70.6 314 34.5 403 78.0 314 30.2 403 78.6 314 J = 60.875 in 623 782 81.0 301 86.8 382 78.3 294 SaB 362 71.8 258 382 87.2 280 45.7 362 84.6 2a4 41.2 362 63.8 283 34.3 382 636 287 29.4 352 W.6 287 2&7 382 63.6 283 2 R 54 in 61.6 316 74.1 267 66.6 716 84.2 201 4&5 310 6T.T 258 318 536 263 37.7 318 50.6 250 318 319 q9.6 249 28.3 318 49.1 218 24.2 316 48.1 248 21.7 318 /B.1 248 W M m 80 N 49.5 256 63.1 210 41.2 258 4fi.1 214 36.3 268 40.7 210 258 It 25a 34.8 204 247 256 33.4 203 20.6 258 32.7 201 17.7 256 322 101 16.6 266 71.2 201 U 10 J 63 kr 427 234 45.0 200 75.6 234 38.1 185 30.6 234 34.7 182 234 734 2BA 108 21.4 234 28,0 164 17.8 231 �.6 187 75.3 231 2&5 181 134 234 20.5 187 BBN 37.1 213 39.4 183 71.0 213 317 170 26.5 213 28.8 178 213 21] 75.1 170 16.6 213 23.7 169 15.5 713 22.7 181 13.3 213 220 166 11.8 213 21.0 160 = to �' Z J ` 7214 20.8 179 30.1 165 238 178 25.6 162 20.4 179 215 149 ITB 178 18.7 1924.3 187 73.4 140 20.3 161 21.8 137 11.4 181 18.0 136 161 =b uZ J 7814 226 162 73.5 117 1&B 162 19.8 131 18,1 152 17.6 128 Q c ~ � Q 6t p TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: H X Anchor C■p■cl T■ble(lb■) ANCHOR CAP.,,,,,,,,, x O".- SV.xlrale 2.7k(X-1. 3.5k Cdrc. H06ex CMU F18ed CNU F1 Woad Md. (DP_)X( )=ANCHORCAP_ U3 �C03116-Elc.UE-:] tle'SSEke 6116'Eko V/'88Eke 111061-11 61251W IM-teal MLILLIONCAP.,o,,,,, N Arena rypa Srts•Eko uurem tr4encOn 1r4'EKouluacm ar Ultr¢m A�C3YOr ecrtr m scree G5 S<rex 05 USE THIS FORMULA TO OBTAIN THEANCHOR AnehorCllp P■hem■ AWDGal ( ) ( ) ( )Egtewstarce(N) 1• 2-12• r 7-12 1 2.112' z• Iva T 0.4a 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN toEmbednml fN) 1x14• isle• lu1-114• 1•11e 1-114• 1-ur -1114• z 1-n• 1s+a tales ACTUAL PRESSURE REQUIREMENT FOR THE U cV eArcron®3•k1N o.c.I RlasArgleo s7 1 780IT8 7BOl5s 6BD1te 15fe els 1B9616e s40 es 660104 wA 780 Al 74a m1 I4801bs 1892 ms 682W 862s 143D Re OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED d a m0 s:0 MULLION.IT WILL YIELD A MINIMUM ANCHOR m� CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. (»-i 266,-� ED SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. II rsR npCT g with am T 0s cmnplyiug with Lhe Florida 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 1 Duild'urg C0d0(64Z1g•o FIGURE I: Ac«ptartro lVo � 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Bxpuafron Dat 202 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.116• Uy FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I I*Dada ANGLE CLIP MUST BE USED IN PAIRS. L 126• t t 4 I 1111 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED \�tt . ():(I CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T YELLOW SOUTHERN PINE WITH AN 50 OF 0.55.ALUMINUM SHALL BE 6083.75 AND BE A MINIMUM OF.126' \`U'�tCCIJb(' 'Fnr THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.1 1'X.t25-MULLION Q- LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) ='r: No.58705 THE MATERIAL.#10&1112 ANCHORS INTO WOOD MAY BE STEEL,18$S.S.OR 410 S.S. _ g�i b (l..f-'.'. S InTL•OF l. •��'��S's�O1t1l�L.��t'` A.LYtfNIKQLt�,P.E. FL P.E.#58705 TABLE 154 c Mullion Capacity Tabt9 Ibelit7 Oponing Width(fo vef5ca91'sparr irg crll am)or Opening Haight(forfadzxltaty-spanning mullions) G! 501n 601. 701n 80 In go In 1001n 1201. 1401. 1601. 19. O Ratongriar I Trnpngalg. Recur Wa T14p7Tdan9. RectanpT 4ar Wlifarg. Redengular TlapRdang. ReclangWM Tra7Wnf og. Rectangular Tmpffnang. Roete owm Trwnlang. Re.Imauar TrepRdang. Recungaw Tiaptl8eng. o 0 a X26"30 lned1.g Loafing Loading Lnodng ls.an0 laodrp loadn9 LoadnO Loading ed l9n0 Loadn9 Ldna Lo oaading lq.tl,y I.... gL9edn0 laec6p7 toa4no ^p>•' 00 BAY MULL S� �• .,,, r �' �• t as �• �• 1,S ,� � �" .tea 00 W s I it u H Z �L o 421. 110.0 620 170.0 433 11704 744 SIOA 478 170.0 888 170.0 008 ITOA 802 170.0 019 170.0 1118 170.0 521 170.0 1240 174.0 521 170.0 1408 170.0 82t 170.01735 170.0 62t 149.1 1740 170.0 521 J III 481. 170.0 706 170.0 524 170.0 800 170.0 504 170.0 082 170.0 030 170.0 1133 170.0 661 170.0 1278 170.0 677 170.0 1417 170.0 680 1622 1022 170,0 680 130.6 1522 170.0 880 114.2 1622 170.0 660 50.0261. ITO.0 747 170.0 583 f7OA 886 f70.0 03f 170,0 1045 170.0 881 170.0 1186 170.0 723 170.0 1343 170.0 747 164.2 1443 170.0 756 1309 4443 179.0 750 117.3 1443 170.0 766 102.0 143 170.0 750 W O 21 Q 64). [617 797 170.0 6t2 170.0 JIM to 170.0 091 170.0 1116 170,0 754 170.0 1278 170.0 803 MCA 1353 170.0 837 1444 1353 110.0 456 120.3 1303 1704 061 107.1 1363 170.0 881 902 1353 170.0 861 fA 0 t'• M 601. 0 085 170.0 701 170.0 1003 170.0 7B7 107.0 1216 170.0 876 148.1 1216 110.0 944 128.8 1218 150.0 638 118.0 1218 182.1 024 97.4 1214 140.1 013 534 1210 140,1 913 73.1 1210 148.1 013 1=- V to 831. 0 030 170.0 745 170.0 tft8 170.0 650 1602 1150 f68.8 033 135.4 1.60 IWO 914 116.8 1150 1412 808 tOSA 1160 134.2 855 are 1150 12&7 art 75.1 1160 1262 870 65.7 1160 1282 670 � LU m >7 SOW0 074 1700 lag 152A 1048 166.8 501 1309 1048 148.0 684 114.3 104a 133,! NO 1094 toy 123.4 838 01.4 1048 11&8 870 78.2 1048 109.4 821 65.3 1046 1082 518 57.1 1048 10&2 018 721. 6 580 147.0 764 117,4 660 120.0 748 100.6 850 110.6 734 88.0 880 100.0 722 7&2 800 92,0 712 TOA 880 66.2 703 60.7 530 79.2 893 50.3 060 70.5 608 44.0 050 704 880 � � �LU Z 781, 7 780 125.1 680 994 790 100.4 818 85.8 799 03.3 663 74.8 760 63.8 632 603 700 70,0 043 69.9 79O 71.7 035 49.0 790 85.f 624 42.8 790 62.1 619 37.4 790 61.5 817 7a In8 760 115.6 637 92.3 750 98.1 044 70.1 750 53A 632 69.2 750 77.1 621 61.6 750 70.6 012 66.4 ISO 60.7 605 48.2 750 SOA 594 399 750 50.2 688 34A 750 55.6 638 t- d ���JJ O 90 N 603 74.4 600 60.1 603 62,9 401 61.5 683 64.5 483 45.1 683 48.9 476 401 563 44.4 405 3a.1 363 40.0 482 30.0 5B3 36.2 452 25.6 503 33,3 446 22,6 607 31.5 442 m z 03,p 061. 495 Of. 443 49.0 495 6CS 436 42A 493 44.8 427 31.1 495 39.0 421 33.0 405 36.1 4tS 29.7 495 332 406 24.6 495 29.1 400 21.2 403 20.5 304 1&0 496 25.0 390 rn ILLI �`� 1081. 391 429 333 34A 381 35.0 348 20.8 301 MA 342 2&f 381 27.6 331 23.2 391 24.0 333 20,9 301 22.a 328 174 391 10.7 321 1.0 391 17.8 313 Ur min 370 382 335 32.0 370 33.0 330 27.5 310 28.0 326 21.0 770 26.3 320 21.4 370 22.8 310 1&2 370 204 312 18.0 370 16.1 305 1201. 317 30.9 289 253 317 2&0 264 21.7 317 22.5 280 19.0 317194 278 1&9 317 17.9 273 p144112 220 17.8 203 Q M z V7 10 TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: � OOC Anchor Capacity Tablo Obs) >� ANCHOR CAP.,,°,,,,,, 5ub41rote: 2.78 Ca9tela 15a Ccoa. Hallow CMU F4ed CMU PTNbW Malel (DP)X )=ANCHOR CAP.,,° Y11W Eko 114'a3 Eko sfta`Eko 174'SS Eiw BSO alai 012 SWI 912 fftaet MULLION CAP.,,,,,,,,,,, Anchor COpPatterns nrKx9r7yva: LlaEkounncan UI'EkoUNaton Ulb4con 118'EicoUltrraon 114,Ek. � �Im u6nwan AgpeOator a,(05)So (G5) Sum(051 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edga our (1.t r 1 2-112• P 2.17r 3410° 1' 2-lir r 242' r 3-178• r 0.45' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN mbedmeal LY 1,314' 1.3x4' 1.314' 1-314' r 1.114' 1-114' 1-114° 1414' 1.11.' t•1d` 21 1318' 1.3127' 78d44 ACTUAL PRESSURE REQUIREMENT FOR THE 2AW-IM 405'68n.C.C.l(L}2s5icO0s7(Fig.If: 390 ws 390 Ms 4501. 69009 17000. 270 TWW 28019 3541b3 1400. 3r41u 7201ba 940 Ib4 34116. 442 lu SB00s OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Auchm®3.5'Mm O.C.712)NO Angle Cift9 I IFlo.2C 780 b3 740 0. 7BO W 161016. 2625 W 640 03 560 lbs WA 1120119 716 Ito B80IM 1092 IN 6B2 Ibe 685 It. 1120 M3 CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Amnab Q 271°MIn.O.C.!r4gxb Anglo 4344 r IF1g.3t 112019 1120 The 95a inn 224809 22341. NA 840lb3 10A 1059 1b. WA 13201W IIIA 102289 132793 f&WW MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1: u W,PIyL1a with fhd Floud. TABLE NOTES: Building Code Acdeplande Too I(v-C72I�i•p� • i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By Wig SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. M! Dwfe 1'16d17et FIGURE 2: lttllllil7 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. .125' IV$,l(/ fry HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. �� ?13 "• ••••••..$,I �r • • • • .�-••3U° i;.•LIC(=1d Sl 7 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3,250' _ 53105 _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED •- YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125° j/l1Y. pp tt (1- • • • • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(15 GAUGE),STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 30'BAY 'f fAYE OF 7 • MULLION THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 410 S.S. ` '. t�h= .• .FI-ORIDF:•' ANGLE CLIP(FIGURES 7.3)MUST BE USED W PAIRS. A,Ll�NN MIL L�R,P.E. FL P.E.#68705 TABLE 16A � Mullion Capacity Table lbsMtl _G! F� Opening Ndth(for leNcalVspenrirgmlGions)orOpening Height(for horlmrda*sparrigmUlions) �U G Q 5010 00 In 701n 80 In 901n login 120 N 1401n We in p ReclwOuder Lap791eng. Reden9Jer TrapRdang. Reclmgular Treprldenp. RacmnOJer T"Pri'd n0. Rectang4ar TreplTdmq. RacterpJar TrepRdarq. ReclenBJar TraplTdenp. ReclsngJst Tiopl111eng. Iiectan9Jar Trepl7danB. d pY o: 3.25"46 f.oedng u8Jiq Lowing Loading Loading Loading Loading Loednp Loading loadne Loadng Loedtng Loading Lowing Lowing Loading loading Luedng S DEG.AL HAYMULL Ila 1, 11 1, '1 1, 11 1 la I h 1 11 1 111 11 h 11 111 h 1 11 1 111hIli _ 11 Nim W o 42 in 170-01 020 1 170.0 175 170.0 744 170.0 478 170.0 HIS 170.0 $go 170.0 982 170.0 618 170.0 1118 170.0 521 170.0 1210 170.01 521 1170.0 1180 170.01 521 1 Algol 1735 170.0 1 521 +60.3 1871 170.0 621 40 h 170.0 706 170.0 524 170,0 850 170.0 581 170.0 992 170.0 830 170.0 1133 170.0 gel 170.0 1275 170.0 017 1709 1/17 170.0 080 163.7 1837 170.0 880 140.7 1677 170.D 660 122.6 1637 170.0 860af _ 50.62544 170.0 717 170.0 501 170.0 806 170.0 831 1708 1618 170.0 654 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 756 120.1 +552 170.0 756 110.4 1552 170.0 750 W 'O o 54 b 170.0 797 170.0 012 170.0 BSB 170.0 691 170.0 1118 170.0 754 170.0 1276 170.0 607 170.0 1434 170.0 537 155.2 1455 170.0 050 128.7 1455 170.0 881 110.9 1455 170.0 681 07.0 1155 170.0 661 rn M ~ 60 In 170.0 BBS 170.0 701 170.0 1063 170.0 787 1709 1240 170.0 676 157.1 1309 170.0 914 139.7 1309 170.0 098 125.7 1709 183.5 BBI 104.8 1700 157.1 0112 60.6 1309 157.1 952 76.8 1309 157.1 882 1- N J U J 93 In 170.0 030 170.0 746 170.0 1110 170.0 650 182.9 1247 170.0 940 112.5 1247 104,5 083 126.7 1247 Me 905 11/.0 1247 144.7 952 95.0 1247 130.2 me 01.4 1247 135.7 935 71.3 1247 135.7 935 2 (EL D m .3844 170.0 WI 170,0 789 170,0 1180 170.0 903 tID.1 1100 103.7 905 120.0 1190 147.0 015 116.1 1190 176.5 926 107.0 1180 120.1 911 80.0 1100 110.6 OPo 71.2 1190 116.1 687 84.8 1100 116.1 603 j S 7244 181.0 1010 169.6 877 171.7 1010 144.8 658 115.4 1010 127.2 812 101.0 1010 114.7 628 89.6 1010 105.6 017 50.8 1010 90.0 BO7 07.1 1010 90.8 795 57.7 1010 87.6 700 304 1010 87.7 760 Z 78 in 137.1 BOB 143.0 702 114.5 908 12.1.0 775 1�42 07.1 761 85.9 906 082 749 78.3 Bog ea.2 TM 08.7 BOB 52.3 729 57.3 008 14.7 Ila 411.1 000 71.2 710 42.0 000 70.0 708 78 In 127.1 PoI 132.5 754 105.9 681 112.5 718 8.0 725 79A 851 68.5 713 70.6 Set 51.0 703 03,0 601 75.4 091 53.0 061 06.1 601 45.4 607 04.5 675 39.7 001 W.7 072 Z Q Q N go in 82,7 610 55.4 674 BOA 040 72.1 361 2.8 554 51.7 U8 50.1 545 40.0 048 50.8 537 41.4 818 47.0 530 34.5 818 41.5 519 29.5 64a 75.2 311 25.9 548 36.5 507 Q m 2 00 O H LULLI ar 811 h 002 580 70.1 SOa S0.a 380 09.1 189 1.1 IBI 12.6 686 15.8 107 37.9 506 41.4 470 M.t SB0 10.1 470 25.4 686 77.1 459 74.1 508 10.5 452 21.3 508 26.7 447 rn [ li 47.9 449 16.9 405 W. 449 412 309 35,7 393 29.9 NO 31.7 397 2fl8 440 20.0 702 7d.0 449 20.1 377 20.0 410 21.7 388 17.1 440 20.1 701 15.0 IIB 10.0 368ALI of LU 111 N 44.1 425 45.0 355 38.6 425 379 370 328 373 27.0 425 20.1 387 24.6 423 202 352 22.1 125 21.0 156 184 425 20.7 350 16.0 125 10.8 313 12010 S/.B 761 35.5 731 28.1 364 2B.a 720 25.0 721 21.5 364 228 317 1&/ 36{ 20.6 313 17.5 361 10.7 708 U Q O O f441n 20,2 263 211./ 237 18.8 257 17.1 230 d Z m N ICHOR CAPACITY ADJUSTMENT FORMULA: TABLE 168 Ao� Anchor Ca acl Table Ih9 ANCHOR CAP,_:_,) Bobslmle: 27k C-49 3.5k Cone. Holl-CMU Filedi PTWood Mehl (DP,°)X( =ANCHOR CAP.•„ ylr Elco tl/'99 Eko yf6'Elce 111'83 Etco Ill Steel 012 Steel I1291ed MULLION Arohor typo: 311r Eko ulwcon 11Y FJco Uloecm 311r Eko UlBecon 111•Eko Umacon Anchor CUP Paaema Ulvlean AggmG&w Ill- ApproGIto( Borow(G5)Sorew(G5) Su (135) USE THIS REQUIRED* OBTAIN THE IN O Edge cetsnce(b): 1• 2-+2• 1' 2.12' 1118' P 244 1• 2.1W r SAW r 048• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emoedmont Ml 1.314' 1a'/' 1-714• /all' r 1-114' 1-114' 1-114' 1.114' 1-114• 1.114' 2' Carr 1.319' reties ACTUAL PRESSURE REQUIREMENT FOR THE 2 AmhaoaS'W..O.C.7(2)295 Angle cups l(F1g.17 39016s 3Po ma ISO ma BBO tb1 7700 lb. 270 rm 26015s 351108 740 ms 37/103 72D Ito 948 me 341 Ds 4421ta 58090 OPENING,WHEN IT IS LOWER THAN THE MULLION 1 Arotarc 3.5`Min O.C.1 R)285 Angle ciBs/(Fla 231' 70016.3 700 ma 780 ma 18701M 2525 ma SID lbs 560 ma WA 1120168 748 IN am lb$ 1092 IN 602 foa 8650q 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 8 ArKMa 2.71•MIn.O.C./(2)215 Angb ca9a/ffq 17 1120108 111016.3 938 me 1215Im 2254 m1 WA 8101W WA +05911)1 WA 1720 me NIA fan lee 1321 m1 1590 @e MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1.1tol)LIcr REVISED as muplyina Mih the FlAIUm FIGURE 1: TABLE NOTES: lleild'usg Code Acceptance No 16.0218--03 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Ea inad-Date ZOZ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Mi-* rmdact FIGURE 2; 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. \`\ �(\:lldN ' a a a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45°�� \�',' .. '••%j FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' - G ll'•"' a THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45•BAY "O $ �L :• �1.:; LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION g 7•,131:of \;` THE MATERIAL.910 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. �%��'•..7`1.011\D�"•'.�C� ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. A.LYNN)(1JLER; -•-) 1.000' 1.000' -"•1 1.000• 1.000• �---- r--1.266'-{ I .. .125• .125" I 6 a 2.750° 2.750' �--,125" 3.125' -"-•126' 3.768• -.125` -.125• E' 2.000" 2.000' .125" 2.11 d' N I 265' I 1s Q0 6" 375' " .600• �r 4U.9001T.125 Z N N I _T i 7 I Lt O w 1'X2'X.125'MULLION 1'X 2'X.375'MULLION 1'X 2.75'X.375^MULLION 1'X2.75"X.850'MULLION 1'X 3.125'X.5'MULLION 1.25"X 3.188'X.285'MULLION 1.26'X 2.11•X.126'MULLION 0 2 6063-16 ALUM. 8063-T6 ALUM. 6083-T6 ALUM. W63-TB ALUM. 8063-T6 ALUM. 6083-T6 ALUM. 6063-T6 ALUM. X-SECTION %SECTION X-SECTION X-SECTION X-SECTIONX-SECTION X-SECTION UU <03 z O i-{-.125• -�^{ -126' -"'1 h".125' (M0 j � z STANDARD CLIP Ui III 2X5 ANGLE CLIP 7ABLEA w2.000' 6063.76 ALUM. 2126" I 6063-T6 ALUM. Dtmeneion Value(fn) Fat'Mu1Nn: X SECTION U-CLIP 2.000' X4SECTION A 1825 ❑ Lu 6003-TB ALUM, I 1'X2'X.125° Q d .125 3 X-SECTION L .125' B 2.854 --I .�•. °d„ LC 0.895 Aluminum F- U Tube Mullion z 1551 a .1 25'T I E D 0.740 ZQ a`> o` E --1.740" A 1.125 N Z 6.500"- 8 2.04 1'X2'X.375' tiI Q 3.725' CUTHERETO _.375' C 0.635 Aluminum W J Q .375' - ---'"r_CNEATEF-CLIP,SEE� MIN. E F'�&.000"-----{ Tube Mullion U 4 MIN. DETAILF,SHEET4 1 I .375'MIN. V-- D 0.490 Q {G Q Q a to r--------I r------- 338'MlN. --- --------------- A 1.875 g$ m0 sQ t i i i t A A s U-CLIP A ��_-_-._-...I B 3.000 1'X2.75"'X L-' --"--'1 L-------J - - 6063-T6 ALUM. `- ------------------' 2X5 ANGLE CLIP C 0,757 .375 Aluminum TOPMEW 6063-T6 ALUM. D 1.118 Tube Mullion STANDARD CLIP TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Mtn. 8083-T6 ALUM. DASHED BOUNDARY.SEE SHEETS S-17 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF AN ANCHOR O,C.DISTANCE.MAXIMUM ANCHOR A 1.312 1'X 2.76"X WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1t16'. B 3 gOp 8r SHEETS 5-17 FOR THE ANCHOR O.C. _WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY,SEE DIAMETER ANCHOR DIAMETER+1116'. SHEETS 5.17 FOR THE O 0.478 Aluminum ANCHOR O.C. TABLE B D 0.836 Tube Mullion DISTANCE,MAXIMUM PGT Pelt 0A 2.000 PAGOUGI'REVWIiD ANCHOR HOLE Mull Dimension(Sheet#) 1'X3.126-X 6.501)' •375" DIAMETER:ANCHOR B 2.1137 m complying with VA F71edlh .375' DIAMETER x11 MIN. Mulilan Std.Clip Offset Gitp t1 Ctip Angle Citp C 0.863 500'Alum Buitdin8 Coda MIN. I 16". 1"X2"X.125"(6) 66605 666113M 6661118M 666243M 666511M Tube Mull AccegwlceNo tCo-aZI .0,� D 1.137 pimsl�Dlft-- --------I------------iV X2"'X.375"(6) 668006 666114M 6661119M 686244M 668512M A 2.625 D3.186 yt"X 2.75"X,376"(7) 66607 888116M 6881i20M 866245M 668513M B 3.282 Mian 1 4 X.265'Alum B 1"X2.76 X.650 (8) 68608 666116M 6661121M 666246M 666514M C 0.862 D 1.762 TubeMult �,'tyy GYNPt ryY( 7jJ�i s i i t"X3.125'X.500"{9) 66637M 6661116M 6661114M WU42M 666516M •-,,••••1••.' C 1.28'X2.11'% :�,•tr�'•�tct'NSF 1.25'X3,188"X.285'(12) 66641M MIJ17M W61113M BW241M 668518M Y `------- ------� A 1,813 .121'Alum °c 1 _ 1.26"X 2.11"X.125'(18) 69370 N!A NIA WA 866517M 1Lbe Mull No.5870`•' OFFS£T CLIP ,• c'a•• --' I Q L'f_- .125'- C 6063.78 ALUM. NOTES; - . 3 t I LrJ i TOPVIEW i '•, I 4)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. A L•t" O/ .-PiORIU? E 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, A.LY'NNMl1}�1��OR.P.E. FL RE.#58705 -� 1.000° 1.000' j1.062•-I y�6t -j 740' 6" .063'' .385" i ¢ BLS + .062'- � li+{ 125" ��x --{(--.125" UP .002' - yj4{• .438' FI 4.000' •125'STANDARD CLIP 4.000' 4.000' 2.625" 2.000' 6063-TB ALUM. 2.125' 2.000' 2X5 ANGLE CLIP B+ X•SECTION UT AL 6063-TB ALUM. I I 8063.76 ALUM. X•SECTION .125'- .125-- •125' X-SECTION '125• B m .0311J Z `� 'N N .125' 0 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE -� .125 ,375, .155^� 376, DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE J W ANCHOR O.C.DISTANCE,MAXIMUM ANCHOR m @ Cp i -T HOLE DIAMETER:ANCHOR DIAMETER*1/16'. - W O i1 O 1'%4'X.125' 1'%4'X.375° 1'%4'X.375' 6,500' LU O MULLION MULLION 'T'-MULLION 5.000' O ZO 6063-T6 ALUM. 6063-T8 ALUM. 6063-T8 ALUM. 3 125' CUT HERE TO 375, 375' F- J X-SECTION X-SECTION %SECTION .376' _CREATE F-CLIP,SEE MIN. I DETAIL F,SHEET MIN. � Z j 1.260• .375" Z W -------- r-------� r -----------i' .376' _ I _ I 1 I I CENTER OF 1 1 1.250'- t25O' I I I I I ANCHOR HOLE 1 I MIN. O O Z I I I I I MUST LIE WITHIN 1 I J d I I 1 THE DASHED I I H U e:: � I I I 1 I CF I BOUNDARY.SEE I I Z a 0 ___ ___ _ ` SHEETS 5-20 FOR 1 ____ _ _____1 Q O z N 2.675' I I I F THE ANCHOR O.C. F I m o Ll ..0 3.94' i 1 I I 1 F I DISTANCE. I i fn Z`6' 3.250' 3. I I I ANCHOR HOLE I W O I I I I I DIAMETER: I I O_ J Y Y --.100' 00• .100• L -- Z) -------------------1 ~ I DIAMETER'•1/16' -------��-u Q Q 3 Z O .100' 2X5 ANGLE CLIP m0>Q -7' • _�• L 6053-T6 AALUM. 6063-TBLALUM. 0063-T6 ALUM. -+1 .820" h- I -+1 .820' I--- -^I .820' 1-- WITHIN HE ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE 1.25'X 3.25'X.100' 1.25'X 3.25'X.824' 125'X 3.D4'X.624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mullion: Dimension Value(in) For Mullion: 6005.75 ALUM. 6005.76 ALUM. 8005.75 ALUM. DIAMETER:ANCHOR DIAMETER 1/16'. 3.687 %4' F 1.930 1.25'X3.25" X-SECTION XSECTION XSECTION G 1.000 .125' G 0.500 X.624' 1���-- --3.469' 5.500" -{ H 2.060 AluTube Mann H 1.438 Aluminum 2.661'-- 5" CQALUK MIN. I 375, I 3.060 Tuhe Mullion I 3.260 Tube Mullbn -t .125' MIN. F 3187 1'X4'X F 2.625 1.25 X3.94' 1.377"� G 0.767 .375' G 1.126 %.024' ___ _ _____ H 2430 Aluminum H 1.600 Aluminum---, 1 r- - "C:=11C:1'REVISf:D 1 3.000 Tube 8'T" I 3.250 Tube "0' 1u complying with the Florida F 2260 t.WX3.2C' F 2.813 0•Be Mull BuildingCodO 0.750 X.106--.125' - I P.125' 2.250' I1H 1.600 Alunlnim X30°-tI3250 Abe Mullbntoaue3.250'45'BAY MI TABLE D 30'BAY MULLION 6063-T6 �_______-i I 1 __-__Ii Mull Olmonsion PGTPortO `1eoe3-TS ALUM. I x-sEcshoal �� (\YNN X-SECTION I ( Mullion Std.Clip OBoel Clip U-Clip Angle Clip �C� 1'X4'%.125'(10) 69384 8W111M 6WI122M MU41M 668516M ` �'•�,\L%EN SF• '• OFFSET CLIP I r I I 6063•TBALUM. 1'X4'X.375'(11) 66810 666112M 6661123M 666242M 666510M ...-�, , 05. .228',{--,981'-I .226'J I«,981•^I TOPVIEW 1'X 4'X.371'7(11) 86653 660112M 6861123M 666242M 668519M - SIO..i67 NOTES: .740' 1.25 X 3.25'X.100'(13) 20160 W01127M 6681124M 6662410M 8665115M - lY..�a u G1 L LLI•: 1.25'X 3.25'X.624'(14) 20161 6861128M 6681125M 66624t1M 6665116M '•Q '. I 01�"' LQ 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. \xr- f• ��•. 1.25'X 3.84'X.624'(15) 20162 6861117M 6661126M 668241M 668517M `� S 30 Depreo(1.9) 08649 WA WA WA 6665110M '���'••'•.,rLOR\ON•' ��i�� 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 45 Degree(20) 66650 WA WA WA 6665111M it SSI f 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNJ`S�(I�,I,F.R, FL P.E. 58705 TABLE E Mull Dimension PGT Pert# ® ^ 4 f _ (6heot#) Mullion I Std.Clip U-Clip Angle Clip r-•125' --1 t---.125' -�f.-,126• � � Q 2"X4"X.25"(16) 06802 668261M 666271M 6655112M I 19.,$o 2"X 6"X.25'(17) 66604 666262M 666272M 6685113M STANDARD CLIP I U-CLIP 2X5 ANGLE CLIP c 8083-T6 ALUM. 6063-TB ALUM. 8083-Te ALUM. oY 2.000' XSECTION 2.125' XSECTION 2.000' XSECTION ti NOTES: LD I I N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125" .125' .125' g m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L Z N 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE II� O HOLE LOCATIONS. W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.490' -J W 6.500' CUTHERETO 3.500' 5.000' 375^ Wf� U o FO ---2.000' .375' -_- _SERE DTETAI F, .375' MIN. Z M MIN. r SHEET4 MIN. .375' H O 10 ✓J 22Z O r-------- ---------------I -- -- a1 I J d v 4.000" I I 1 1 Q -I---- --- --I- 3.438" + - 3.438" rY -j ---- - .250' 2"X 4'X.25" I I (3) MULLION MULLION I 3.438' j j Q Z$Z W o 6063.76 ALUM. 1 I I I .376" U3 I- ZNa0 m� X-SECTION 1 I I I I ---I--- I -- -- L---------------------i MIN. W O L- ------ --------J L- STANDARD CLIPLIP, 2X5 ANGLE CLIP UR 2'X 4'MU LION,ALUS ¢ Q Q O CENTER OF ANCHOR HOLE MUST LIE 8083-TB ALUM. SED FOR 2'X 4'MULLION,SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 8083-T6 ALUM. d e Z�(q y .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW �8 mO s:0 SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. - m Of DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE H DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1118'. SHEETS 5-20 FOR THEANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERE TO DIAMETER ANCHOR DIAMETER+1116'. 5.000' .375' 3.500' CUT CREATE F-CLIP, ,375' MIN. rC r_SEE DETAIL F. MIN. •375" SHEET4 MIN. .375' ----- -- ------ -------� --- -- I 1 I I I I I I I '2.(MUCT REVISED I I I I p3 complying wish Florida 1 I UullduigCode Accepie�ue No �. B•Oj I I I E pitadon.Cui. goo) By .250•-- 6.000" -j- -I-- --j 4.688" Q t - 5.438" 4 --------i MIM piodo f. I I 5.438" I I 111111111/, 6.438' I ,;��� \`CENS�49q��� 2'X 8'X.25" I I I I .�- MULLION I I 0063-TB ALUM. I _ No.16705 i X-SECTION .375' - `---------- ------ -------J --I- L--------------------- MIN. (�I,� FCONIO .250' STANDARD CLIP U-CLIP 2X5 ANGLE CLIP ������ '••... •• \SCD�. 0003•T6 ALUM. 6063-TO ALUM. 8003-TB ALUM. TOP VIEW USED FOR 2'X 6'MULLION.SHEET 17 TOPVIEW 1111 TOPVIEW A.LY 0 Mj1 ER,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4',THE OPENING REQUIRES A DESIGN PRESSURE OF-H500-60.0 PSF, NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1"=65'.REFERENCING SHEET 25,THE COLUMN USING ® n pp^ ---�— 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 "3 N -- DESIGN PRESSURE OF+60.01-00.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. C x �.. �-SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375-MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+J-5B.3 PSF AND WOULD19. FENESTRATION DETAILS, Er PRDoucT$ SHEETS NOT BE SUITABLE FOR THIS APPLICATION. APPROVAL 23 oz 9 FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650-MULLION(LENGTH=72',OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION -- N LENGTH A 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)412 ANCHORS AND THE 2X5 3 m 4 lJ 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.SEE Z 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 Z) lI=LL 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. a g In IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF,THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, LU C3 NO ANClIOR61N WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: Im co II--32' 32' f0 --I MULL WIDTH 636 LBS J (60 PSF)X( )=524.0 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) -I OPENING WIDTH 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADERAND SILL.THE WINDOW FRAME DEPTH IS 2-318".THE OPENING REQUIRES Ar1I DESIGN PRESSURE OF+50.0/•55.0 PSF. J o 9z. Q � V FOR THE VERTICAL MULLION: Q N O 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105'AND THE OPENING WIDTH IS 36'+36"+1'=73'.REFERENCING SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST .=WMDOW FRAME DEPTH OF 23/8'AND WILL U) co:1 O 3rd EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/•55.0 PSF.IF THE TABLE DOES NOT SHCN THE EXACT SIZE,USE THE NEXT LARGER SIZL AVAILABLE. W d LU 0_ _ FROM TABLE 3A,SHEET 7,THE 1-X2.75-X.375-MULLION(LENGTH=108',OPENING WIDTH=60')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-16.1 PSF D_ Y SC -— MULL WIDTH--1'— AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q Q FROM TABLE 12A,SHEET 16,THE 2' 8 g X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+!$4.7 PSF WHICH EXCEEDS THE REQUIREMENTS d e Z W U) SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 071 LBS. m� SEE DETAILS, d'Pf 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIOTH IS 36+36'+2"=74",NOT 73'AS PREVIOUSLY , I��-1 PRODUCT$ 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL\ THE 73'DIMENSION(35-12'+35-12'+2'=73'. 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED _ I CONCRETE HEADER AND SILL ARE 0'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8 CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. VERTICAL USING THE STANDARD CLIP WITH 6 3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND MULLION LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. S DETAILS, DETAIL E, OPENING SHEETS 2-3 SHEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4-X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HORIZ. 72' MULLION TYPE COULD BE CHOSEN. I MULLION 'KUOUCI'RL'VISED 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72'+2'=106*.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE B complyill wish fho Florida Building USED.FROM TABLE 12A,SHEET 18,THE 2'X 4"X.250'MULLION(@ LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Alttpl�No i6-o21 S•0.3 REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. E pimtion DatI1��JArL I SEE DIET IS,S, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8- Ry � SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Miam Dodo Product 23 (4)3110"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 511 I I I l l ANCHOR CAPACITY OF 521 LBS. �oVNN,y/� �ij1 �36',HORIZ. �4_ 36',HOM2. 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CUP SHOWS THE ANCHOR c�t*U' 1CCtJS� C�."p�% MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS,THE •' OPENING WIDTH FoRVERRCALMULL ANCHOR TYPE IS A412 STEEL SCREW. ";r I4O 5870j FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - +/-64.7 PSF FROM THE VERTICAL MULLION; +1.170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; ^-�n 'C 1(J; +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). �� S'A(E 0' -Q THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. � .•'•,FCORION;• \�:`;� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION '//"' IQNN-�-�, 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 MIUO',P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, FL REN 58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: PW ..PW 1 xx aPW --- X I _ a I / q/DH SHIDH -SHIDH SHIDH- - 1 _ e _ _ I PW PW (A v�N sm W LU 00 i w o o cn SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING ORIZONTAL MULLIONS I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION ( H (0 J HINGED I DOOR - - I' SGD tet- Z iq 1 " LOADING OF VERTICAL MULLION � _ PW LOADING OF HORIZONTAL MULLION �( Z _ \ 1 LOADING OF HORIZONTAL MULLION FQ LU PW a Z q - PW PW PW c/) g�$o n -•, / I - f0 tJ` I - PW SHIDH SHIDH- SHIDH SHIDH I Z O 4/ / I SWDH `2 5p yg kOf t2' E> a / LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I /f PW PW HR 1 I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION HINGED PW PW i NOTES: DOOR _ CicGDUC'C REVISED -- - I u c—plyius m ilh Nu Flu(ido 1 DRAWINGS ARE Building Code RERESENTATIONS OF TYPICAL Acaptenac No p I PW CONFIGURATIONS. E iln" Dere 2p, 1 PW CONFIGURATIONS NOT SHOWN -_ MAY BE EXTRAPOLATED FROM Munn• product c O / / / THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT BE DETERMINED,USE ,��,,�,,Cl�, .•!((F,��� PW PW I / No.58705 PW RECTANGULAR LOADING. ``��,:,.•�\OFI•!SE n;( ,i 3)SEE PRODUCTS'APPROVAL FOR ' '�': j ACT UAL ANCHOR LOCATIONS. _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I a PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONSI OF I -"U••✓�, 6 I j' I LOADING OF VERTICAL LOADING OF HORIZONTAL MULLION MULLION FL P,E.#68706