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Product Approval (2)
ST.LUCiE COUNTY BUILDLNG DIVLSION REVIEWED FOR! OR COIL CE RECEIVED i U N.1 REVIEe3'Tr�:Y 77 (� PLANS AlkO PERMIT MU S BE ISP 1 ON SOB OR I010C PECTION WILL MADE. MIAMI-DADE (Q(>s (� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aoy/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: „ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County 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- alid 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: one:DESCRIPTION: Serie `P,GzT"v-11 d z rudedirAluminum Tiube lullioa Iu APPROVAL DOCUMENT: Drawing No: 630038, 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 NOAH 14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0218.03 R.MIAMI-DADE COUNTY Expiration Date: May 26,2021 Approval Date:April 14 2016 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.OS) 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 4. 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.OS) 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 No. 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-5" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion L.M.I., approved on 02/12A5 and expiring on 05/26/16. Manuel Product Contr I E miner OA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 B-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: � NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE 7 x MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE 2S� 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...................................1 �i o FIGURE I: MULLT02XWOoo............_..........2 Y� r, MULTIPLE ---OPENING WIDTH FOR VC•RTICAL MULL--- ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLTO 1X a MASONRY_............2 MULLIONSI --� INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES................... SEE DETAILS 2 -RECTANGULAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL TO MASONRY................_.._.3 to SHAPEN SHEETS 2.3 MULL TO STEEL STUD...................3 ^ m 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL........-......................3 F DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113STRESS INCREASE WAS NOTUSED ANCHOR SPECS.................._.........3 y� LLl ALTERNATATE CLIPS............_.._..4 z IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION............4 O 1 X 2 X.126 MULL SPECS...............6 •--1 INSTRUCTIONS.SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE I X 2 75 X.375 MULL SPECS.........7 o _ 1 X 2.75 X.65 MULL SPECS..........6 Z SEE DETAILS / 1 / I I I� /11 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS_......9 m O p ATMRU G; I 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 m SHEETS 2 3 1-_- III -- 1 SEE DE AI 1 X 4 X.375 TUBE MULL SPECS....11 .4 ,�j snEETs 2!3 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSUREAND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 T MULL SPECS........11 � PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25X 3.168X.28.5 MULL SPECS...t2 � J 0 ` I III OPENING 1.25 X 3.25 X.100 MULL SPECS.....13 Z Wy9 VERY. - HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 x3.25X.624 MULL SPECS.._.14 MULL FOR 1.25 X 3.94 X.624 MULL SPECS 15 LENGTH HORIZONTAL 2 X 4 X.25 MULL SPECS................16 W SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST J Q Z 2 X 8 X.25 MULL SPECS......_........17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q N z SHEET 3 1.26 X 2.11 AY M MULL SPECS.._16 I(L� AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT � I— Q N o 30'%325 BAY MULL SPECS.........18 REACTIONS. 45'X 3.25 BAY MULL SPECS.........20 Q I, Z W 0 MULLION B CLIP DIMENSIONS......21.23 I-- Z g0 � FENESTRATION B)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE•GATOR NONS EXAMPLES 1 a 2................_...........24 Tn 8 PRODUCTS MAY LOADING EXAMPLES..........._.........25 0) 8E UJI OF ANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Of W Y Y MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F;, Z cn N iii BYP.TA RED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. q �` Q O O --1 I L— ---- Z. 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. g X00 4p 7 (nom af /SEE DETAILS €of A•D,G,H: 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL I+owzoLTAL SHEE752a WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NDA. MULL LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. I--HORIZ.MULL LENGTH—I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. MULL _OPENING WIDTn 'I LENGTH 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULAR/TRAPEZOIDAL'. OPEN — — q FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFTI)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCTREVISEDWith Me HEIGHT ) nv cumplyiPg wllh the FIOTi� THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Building Codc OPENING MULL HORRIZ. VERT. MULLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/M)FOR THE OPENING OBTAINED IN Aceeplanca Na 1 HEIGHT LENGTH MUILL y MULL STEP 1). B pireti Dm° 12�� L L .__ L --- LENGTH 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE BY REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO AT THE FULL MULLION CAPACITY. 11L8"I °I!mduct ,� OPENING WIDTH_ 6 FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �`�1\N� LYNN SINGLE MULLION SINGLE MULLION FORVERTICALMULLL ) ,...... OPENING WIDTH ANCHORISUBSTRATEUWCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �` \\�,.• ••. OR VERTICAL MULL CAPACITY IS MET. ••.• �10ENSt •.,�Q SEE CORRESPONDING DETAILS MULTIPLE MULLIONSc -_- 7)IF THE MULLION CAPACITY(LBSlFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE � 1i: No.50705 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: 8)VERIFY THE DESIGN PRESSURE RATING(LBSlFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLIONE p y T •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBSIFT'1 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ' '�` '•,•AkORIOP.••• \\ •ANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. %�S) ••"' ••(�\J �`� -ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. �i/ •AISI-5100-07IS2-2010 A.TIYNI• FL P. . 58705 te DETAIL A: DETAIL B: MULLION ° MULLION TO 2X WOOD BUCK MULLION TYP.ANCHOR MULLION ATTACHED TO 1X BUCKSTRP PER SUBSTRATE, p OR WOOD FRAMING WOOD BUCK AND MASONRY ATTAAGNHMENT SEE SEE TABLES 113-10B 4 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, SEE NOTE 1, N 1177 I I MULLION I SHEET 1. -•�� m y I I I I .:• :. N Z z � (A d I j SEE SHEETS / e�l I MIN 2,7 KSI •'�. .', EDGE 0 LNSTA4LLED R THE I 11.27 FOR HOLE / d i CONCRETE OR CMU•5• 1 _ I DISTANCE, J llj LOCATIONS aaa---��� 1 F— SEE SEE TABLES t _ AROO ^ EDGE OISTAHCE 18.108 Q'^ (nT MALL a E GEA1tCEm FOR MASONRY O MAYBEFOR WOOD I I ANCHORSm BY IzETHOD. ° SCREWS end I I SIDE VIEW jR Z Zo (n 260'MAX FOR de ALL MULLIONS E(TFIER THE � F � _ d e a e STANOAROO U yq' m ' OFFSET MULL ? �gg� d e n a e e a 44 INSTALLED BY f-•5 d EXTERIOR 6 Z u d �_, THIS METHOD. Z r _ ' d e EDGE G r r n d DISTANCE {— Z ¢ O o FOR Z MASONRY a 'd O N r Y THE OFFSET CUP IS ANCHORS h F O RECOMMENDED FOR (n Q y $O°,lr FIN•FRAMED W ¢ 3 EXTERIOR ed � H ALSO BE USED FOR � � OTHER FRAME TYPES. U Z Q O O ¢pq.— Z 0 CA 0 TYP.ANCHOR g F� TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, rc� TEP.ANCHOR PER SUBSTRATE, SEE TABLES 18.168 SEE TABLES IB-16B SEE TABLES 18-16B EDGEIEND BUCKSTRIP DISTANCE AND SEE ATTACHMENT TABLES .. EMBEDMENT ' BUCKSTPIP 10-16D A" BY OTHERS, AND / EMBEDIIMENT' •• •• SEE NOTE I, ATTACHMENT I SHEET 1. • DV OTHERS, .. ... SEE NOTE 1, SHEET 1. - MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCT REVISED m complying with the Flthri& FRONT VIEW Bultaing mdcN Acttptancc NO •�-� C�imtion Dale /1p21 INSTALLATION NOTES: B Mi" Pm&ct 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III 1 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ` C7�vYNP7 ti•/���i� ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ��'��;''��CENSF ''•.'Q CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. •y;;' N0.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHE'AD OR FLATHEAD. l6 U= 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. EOF 41 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED (.''••,FLOftIOP•'-N ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. / Ss oiv,n �r�,, . A.L('NNIM)LLER�b.E. FL P.E.#58705 DETAIL E: � _ MULLION TO MULLION MULLION DIRECTLY ATTACHED TO -1 .1_S MIN DETAIL C: INTERSECTION NOTES: ^#� MULLION (U-CLIP) 1)MAY BE INSTALLED IN'TEE'OR-CROSS' K ffi o MASONRYSTRUCTURE INTERSECTIONS. (STANDARD CLIP SHOWN) - a w VARIES 2)MAY BE INSTALLED HORIZONTALLY Y (SHOWN)OR VERTICALLY. I TYP.ANCHOR N El HERTHE PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 STANDARD O SEE TABLES 1B-138 Z y dH 1 I FOR CORRESPONDING MULLION. OFFSET MULL � 1 i TOP VIEW CLIP MAY 0E I I 888 MULLION O I- INSTALLED BY -FOR MASONRY VMIESi--� J ILLWLJ THISMETHDD. \ I I ANCHORS I I 912 STEEL SCREWS. _ 1 11° SELF-DRILLING OR PRE-DRILL Q N ` MULLION AND USE SMS W p O u) " JTI.N MULLIONEXTERIOR , OjnEDGE DISTANCE \� Zi FOR MASONRY y, RECOMMENDED FORANCHORS FIN•FRAMEO LINTER ' W-L WINDOWS,BLDMAYU-CUI-D Z ALSO BEUSED FOR EXTERIOR Q N OTHER FRAMETYPES. Z � TYP.ANCHOR Z Z Q O PER SUBSTRATE, L U F Cl Z SEE TABLES IB•13B SEE SHEETS LOCATIONS in J i TYP.ANCHOR HOLE LOCATIONS JC G BUCKSTRIP PER SUBSTRATE, LU ANO �SEETABLESIB-13B FRONT VIEW EDGE " m Q X Y ATTACHMENT DISTANCE ' Tn SEE TABLES F- SEE NOTE I, .• 1B-130 Q Z Q O O EMBEDh�NT SHEET I. a yyE Z .-• • ..• • .: EDGE ii o DISTANCE H�-SEE TABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-130 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER SUBSTRATE. © ' ;�/ SEE TABLES I5-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS ® PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR ,,plying with the Fimida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Cade FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCAT10Ns Acnplmuo ` `` MULLION Expimli Duo ✓1021 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. BY 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. � � �� i 6 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED D a ONCE .` 4YNN h� rrrr/ SEE TABLES �` �J(.••" r/ ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN Q F FRONT VIEW 18 GA AND COMPLIANT WITH THE FLBUILDING 10138 .• YGCNSC '• a: CODE.A 2KT By BACKER MUST USED. M = F; •,jC ' ATTACMMEBY OTHERS. _ n.• I.10 jB'(06 '•• �J EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD '. ST E OF ANCHOR VALUES MAY BE USED. RNO, 2)SEE CORRESPONDING MULLION TABLES, rrLY,>I n(• \_�'��` SHEETS 5.20•FOR QUANTITY OF SCREWS. A'I:YNMI QLEF?,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: OR FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION �x� a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $ SEE DETAILS A-E, M BAY MULL 62 U SHEETS 2 AND 3 FOR INSTALLATION BB' LL TO SPECIFIC SUBSTRATES. N 20 MULLION II In O SII O Z � O O 0 O O 0 0 0 0 TOP VIEW J W O O 4 SIDE VIEW LLI U o o 0 SHOWN WITH I•X 4•x.126 I TOP VIEW 1 I Z) Z In MULLION I M I I J 1 I j O TYP.ANCHOR EXTERIORI i i M�SEE TA13LES168ORHill Z 7g m I TYP.ANCHOR I I / STANDAROMULLFIELD P i I PER SUBSTRATE, CD I ; i TERIOR a z 66� Zv MODIFIED TO FIT FIELD SEE TABLES IB-148 `/' / CONDITIONS. m 1 I I I 2•X 5"ANGLE CLIP, � C I I I I 2 PER MULLION END,MUST BE Q Q Z N .- I 1 I I I I INSTALLED INSIDE OF BAY MULL. CD F, MULLION I I 1 CD O gr II I I I I I I I I I CD LLI u) Q `1 In a. II I I\I YX 6X.,25' H U7 CA I I I ANGLE CLIP, U Z Q Q 2 PER MULLION END, �r Q Q O I I MUST SE INSTALLED a 2 Z�Cn (n I I I I INSIDE OF MULL. 8 m0 `mar i CL i — 0 � \ I Typ.ANCHOR --PERSUBSTRATE. SEE TABLES 18-148 INTO WOOD, STEEL,ALUM INTOWOOD,STEEL, STANDARD CLIP TO BE EXTERIOR / OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR / � � Gg O ,�`' _®- �'�� OGE RISS pP _Gln �� PRODUCT REVISED PEI, N(CN F ns complying with Lhu Florida 4� BulldingCodc 16-c218• ®�� I �� INTOWOOD,STEEL, Aca'plmlm Na 03 ALUM,CMU OR MASONRY O Expimliml DIff 1,12) EDGE DISTANCE lly PER Miami a hudllcl ANCHOR EDGE DISTANCE— II\ ITS PER ANCHOR NOTES FOR INSTALLATION OPTION G&H: `��� ,I LYNN N• OG �O ........: •.F NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26•X 2.11°X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE S. 2)SEE TABLES 18-138 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 .yl C/L �6 C L'�I '•fT TL• ? lij LOCATIONS. � 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. E. 58705 P.��4587 5` TABLE 1A n Mullion Capacity Table tbsR12 6 �� a Opening Width((orvedVcallyapaf11irg Mullions)at Opening Haight(for hedwrte)ty-sparnrg«%diions) c!- SO N 601n 701n BON W In 100 N 120 N 1401n 100In W • R.ctanp-tar M.Pt7nang. R.derguiar Tcap7rdanp. Rxtasp l-r 71.0fiang. Redanp+l.r 7nprT n so. Itwona d.r 'Oapti'deog. Rectangdx TnpTdenp. Raatuigid-t Tnp7Tddg. Ractangnar Treptirlang. Rectanpiar hapRdang. 1X2%,126 Loadrxl Loading Loadnp LOaCalg Laadng Loading L-00 Loading Loadng loading Loading Loodng L.ad g Loading Loadnp Loading Loading Loading o�xa• Alum.Tube It .Mullion .& .' ,� TO :� , .t F >a a!z -L 421. 111,9 408 129.5 112 23.2 408 110,5 325 79.9 408 107.8 ]3t 69.A IOb i9{.4 3111 62.1 406 104.0 319 55,11 408 1104,01 310 48.6 1 408 104,01 310 30.0 1 408 104.01 319 35.0 1 106 104.0 319 O ISN 71.0 )I2 BJA 258 62.4 312 73.1 2ba 63.0 312 87.0 2{0 IB.B J12 93.1 240 41.8 312 81.J 244 ]7.6 ]tl 81.0 214 ]1.1 112 01.0 2N 20.8 ]12 61.D 2{1 23A ]I2 81.11 214UJI 60.620 in 63.P 281 748 2N 63.2 281 81,5 228 40.8 281 55.7 221 382 a8t 52,1 712 35,5 281 80.1 2Z0 319 281 19.3 212 28.6 281 483 219 22.8 281 49.3 219 240 281 49.3 218 541. 52.0 247 bt.8 207 43.9 247 40A 202 37.8 247 44.8 1D9 12.8 217 41.3 106 29.2 247 12.4 194 26.1 247 38.4 193 2t.0 247 381 193 18.8 247 38.1 193 18.4 247 34t do LLI C) ) SON 38.4 200 41.2 170 32,11 200 35A IBB 27.1 200 ]fA 163 24.0 700 2d.9 160 21.] 200 27.1 159 191 200 25.9 IST I8,0 200 26.0 166 (�O J -J 33.1 181 35,3 153 27.8 let 343 157 23.7 t6i 28.8 H9 247 let 24,5 146 i84 181 22.8 144 ie.e 181 21.7 513 -j � data 28.8 186 30.0 142 24.0 183 20.1 fy9 20.6 185 23.1 138 4o.0 its 2t.a iN Z U m "y 72 Yi 721 179 23,3 170 18.6 139 12.9 118 I3.0 139 17.fi 110 = d 78N 18.11 125 t9.? 109 15.7 t2b 18,0 ta7 76 N 17.5 116 18.2 104 TABLE 10 ANCHOR CAPACITY ADJUSTMENT FORMULA: Z N Anchor Capacity Table iba )¢- 00 o ANCHOR CAP.,,4,,,,, 711 N SO.alrale: 22k COrcrda 3,Sk Coq, 1101-CMU F&W CMU PT Wood Maw (DP„)XC =ANCHOR CAP.,,, rN c( MULLION CAP.,,,,,,,,,, btYb'Elao 114"86 Eko qWIA it{•gS E140 ai0 SteN Bt2 St9d ii2 8ted l)_j ' Anchor Type: 3/18'Eicouiwcon 111'EKo Uar.van 3718•Eqa ixuavon v4'Elco Uivacm (pre0agrAOpraoelr Sarin(Os)6caw(G51 Scnew(Os) USE THIS FORMULA 70 OBTAIN THE"ANCHOR it C>,< `1 Anchor Clip Panama mu.can a Edpo t%atence link 1• 2-trz' 1' 2-t)2' 3-116• t• 2-w I. 2-VY Z• 7 OAS' 0.54• 0.3ar CAPACITY REQUIRED'CORRESPONDING TO AN 2- 1-314' x a EmtKrinenl N 1.314' 6314• 1-314' r 1.114• 1.114' 1-1M' 1.114• fal4• r tale• Sore" wrist ACTUAL PRESSURE REQUIREMENT FOR THE 2 ArKtxa.Q4.75•MN.b.OlSNndard ar00cd 12111 tFiF 13 390 Poo 39014 450164 09811,3 1844 143 270 t.e 280 lbs 351 iba 740 N3 374 IM 946%0 341 N3 442 toe SSOfbs OPENING,WHEN IT IS LOWER THAN THE MULLION CL Z (n (Q7) 4 Andras 12 1.15•Mh O.C./6IBndmd(m0d40 CBp(Fig.a7 480 ma 700 roe 0A WA WA WA 380 lbs WA WA WA WA 502 V. 685Im 1120 24 CAPACITY(FROM THE TABLE)OF THE SELECTED 2 m0 sp 4 anahor.a xMA O.C.I t2)35Argia C6pa I(Fla.J). 7801* To02u 880104 15WIbG logo los 540 tb- SbFfb3 WA 780153 74810- 18921ba 582 W. 685IM 1120lba MULLION,IT WILL YIELD A MINIMUM ANCHOR 2A-(q 11.05'Mei.O,C./U171p,NIo.I25-ANm.(fig.43 WA NIA wA WA NIA WA WA WA WA WA WA WA B/A ?to as CAPACITY WHICH MAY BE USED TO QUALIFY t Anchor/F-CBp(FIg.S) 1851.- 1951" ass lOa IISIW an N6 135 ibe 1401G 177 In j70 lbs 1671m 3321* 47315, 170 Ws 221 The 29011aa ADDITIONAL ANCHOR OPTIONS FROM THE 2&Khora Q L55"MN,0.01F•Cp(F(p,6): T4016a 3501.3 RIA WA WA WA 1901ba WA WA I WA WA WA 1 341163 442 to. 560 FA ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PA17ERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: I TABLE NOTES: . ! i)SEE SHEETS FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, PRODUCT RIIVISED as aoniplying with the Flodit SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ...j i.o3G• Building Cada Acceptwdca Na '021 l 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 15 ALLOWABLE. Ex Vail pal 1 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. By E* HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIO'JS SHOWN ON SHEETS 21.2'+ 2,000` Minim a ltodad FIGURES SHOW SUGGESTED,APPROXIMATE HOLELOCATIONS. a ANGLExw- CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 1-'126" `���\.(\_YN�7,r1�)L(�� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 1 ,.Zn.••.CENSE FIGURE 4: FIGURE 6: FIGURE 6: ti ,ate-, �' )c fl YELLOW SOUTHERN PINE WITH AN SG OF 11.66.ALUMINUM SHALL BE 6083.75 AND BE A MINIMUM OF,125' • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL.TO BEAT P X 2•X.525'MULLION };,; M. afl7{}5 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATFJ2fA4.#10 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 41,0 S.S. A.EYNM,fy1�4 FL P.E,#58705 TABLE 2A Ap7D^ F. Mullion Ca acitTable Ibaflta 14 tkR Opcning Wldlh(forvard Ry-spenNng mL ions)or 0 ening HelOht(forYcilzonaly-sparwing mU9ons) � a 501n 601n 701n Be In 90 In 1001. 1201. 140 in lea in C Recl.rwW Trap7Tdaro. Reol.rodar TraplTdanD Rectangular 1repTdnro, R.Ianeuler TropTdorg. Raclaroular TrepRnery. Reclerg dar TmpTda G R.Iem lar Troprhlaro. Rectarodar Trap/Tdero. Rmiargular Tiaprida19 p 1 x 2 x.376 Loedlro Mang Loading Lwdlrg Loadkg Loamro Loadro Lcaalro LaadBg L..dlro Loading Laadlro Loadiro Laadlro Loading Lm6n0 p&Loadlro laadro �Y u Alum.Tube t.4 � � � � 0 ^ .7401011 � � 8t 11a11g PP u � � � � � � � E �Z 421n 170.0 620 1700 435 151.3 862 170.07 671 170.0 6011 113.5 882 188.5 SIB 100.9 602 111&0 517 90.5 662 16119 517 75.7 88.1 168.9 617 64.0 662 188.9 517 66.7 667 160.8 517 O461n 121.8 607 13110 419 101.4 507 118.2 507 10&7 403 7&0 607 1029 399 67.6 5W 99.6 397 60.8 507 900 390 50.7 607 99.0306 UA 507 D90 J9B 38.0 607 99.0 39660.0251. 103.7 458 114.8 370 88.4 458 99.81 458 90.5 361 81.8 456 84.8 360 57.6 456 81.3 357 51.8 456 60.0 358 412 458 80.0 356 37.0 4511 60.0 356 324 450 80.0 350 oSIN 85.4 100 83.3 338 71.2 400 0090 400 71.7 322 63.4 400 67.3 318 47.5 400 64.0 315 427 400 623 314 35.6 400 61.8 313 30.5 400 81.8 313 26.7 400 61.8 313 60111 62.3 324 66.0 278 61.9 324 67,65 324 61.2 284 30.0324 4&9 260 J4.8 324 47.8 257 31.5 37A U.0 255 2&0 324 40.5 253 222 324 4D.5 253 18.6 324 40.b 253 l0JWin63.9 201 57A 252 44.8 284L49.2 .4 204 U.8 241 336 294 38.8 237 29.8 204 3T.1 231 8B 291 35.2 232 224 784 JJ.S T30 18.2 294 33.4 230 1&11 294 33.466N488 260 49.8 270 79.0 2604 268 37.5 221 28.2 288 34.1 218 20.0 268 31.8 215 23.4 286 29.8 212 19 5 266 20.0 210 18.7 268 27,7 20g 14.6 268 T7.7 209 Z to i m 72 in 38.0 225 37.9 196 30.0 225 191 25.7 225 2&4 180 226 225 2S6 185 20.0 225 23.6 102 18.0 223 221 180 15.0 225 20.3 177 120 716 19.6 176 11.3 225 1D.11 170 d781. 30A 202 32.0 177 25.5 202 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 185 1S3 102 18.4 183 120 202 10.7 iB0 100 202 15.8 150 B,a 202 15.0 158 701. 28.3 102 28.6 tag 73.8 1a1 185 202 tai 22.0 182 17.7 iB2 10.7 159 15.7 192 1&1 157 14.2 182 16.0 756 11.6 172 15.2 152 10.1 182 14.4 150 6.8 171 14.2 160 Q00111 1116 144 1B.D 120144 120 N Q Z ca o 06 In 1&2 127 15.8 113 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: fn Anchor Cb acttv Table Ibx ANCHOR CAP„�,,,,a, LU X Bubelrotc: 2.71,Conctale 3.5k Cana. Hollow CMU F91d CMU Pi Wood Metal (DP- X( )=ANCHOR CAP.,,,• I (N N 5118•Elan MULLION CAP.,,,,,.., Ano.Type: 3/16'Eiw Unrecw 174'Eko UUecw SIIB'FJw lAlmcon iN'EICe Ullmcw 1H•SS Elco 5118•Elco U4'SS Eka x10 eleel c Slat Y12 Sled X Q O 0 AnchorCllp Pattema U6racw Ap91e(lala UDacw AgpeGal9r Screw(- --F(GS) Barew(- USE THIS FORMULA TO OBTAINTHE•ANCHOR Q Ectgo 0lalenee on) 1• x-ur 1• 2•vr sve• 1• x-ur 1• 2-1rC r 1116• 7 0.48• O.W 0.324' CAPACITY REQUIRED'CORRESPONDING TO Af•I d� z W fn EmDetlmml INI: 1.3'4• 1ar1' 1-3'4' 1111/' r 1-v4• I-il 1-U4• 1-UI• x174• 1-v4• r tare• lace• lade. ACTUAL PRESSURE REQUIREMENT FOR THE A m� OPENING,WHEN IT 15 LOWER THAN THE MULLION z 2 Anchaa®4.75'Min.O.C./81en61N or 178.111 tlq IFq.1} 3911 Wa 3W M 4501. B901Ds ieN 0.i 270 qo 200 Au 3511. 7101. J74 I. 601 IDs 9161. 311 M N21Da 580 m o-7 d� 4 A ra H 1-15•Min.C.C.7 SlwdrN I.011sell alp(Fig.2): 4801M 700 IM NIA WA NIA WA 380 bs WA WA WA WA WA 0821. 0851. 1120 lb. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Alcho.®3•f41rt O.C.I67)2i5Aroto alp I(Fig.3): 7801. 7801. BSU I. 1560 Na 1890 tas 540 as 5601. WA 7601. 7481. 8601. 1892 On eel ft 885 I. 1110lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchors®0.45•Sin.O.C.I Uaq,Into.125'Alum.(Ftp.4)'. WA WA WA WA NIA WA WA WA WA WA WA WA WA NIA 7151. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Archei/F121p(Fig.S)'. 1951. 195 It. 2251. 4451b3 8221. 135 Ran 1401. 1171. 3701. 1e7I. 3U!be 4731. 110nu 221 lbs 2110 Ws ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchor. 1.15•MN.C.C./PLOD(Fq.11): 2401. 3501. WA WA NIA WA 100 the WA NIA WA WA WA 3411. 4421. 560 @s ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED FIGURE 1: FIGURE 2: TABLE NOTES: ud muplying with me Fluddiii Building Code 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. gcttplenw Na I -02 D SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -^1 1.000' �-- F-xpimllon Dalc •�( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. BY FIGURE 3: Miami Pmducf 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.000' 1 I I I Fe • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \\��`\Ort( LYNN 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 376• Lo- F.•' LICENSC>''•.h•0. CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 71 ' No.56705 FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF.125' 1•X 2•X.376•MULLION - THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT _ : a-, • LEAST.126'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND v Vill F�[,' THE MATERIAL.#10 8 tl12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 9.5. � • CORIO A.LY/NN NI114I101,P.E. FL P.E.p 58705 TABLE 3A Mullion Capacity Table ibafW) Opening Width(tor'ARicaltp-&panning mulio0s)or Opening Height(tor hor17m9atty-speriring mutsons) a�s $01n 601n 701n W In 00In 1091n 120 In 40 N loo in uuggtt 0 1 x 2.75 X Reefan08ar Tra(YMang. ROatwgpjw TMp.'Te[enp. Reefenaw. TtoprTaug. Ftectenyua Tnpl7dnog. Re4tengWe( Twfldorp. Rectangder 7tn7Y7r1arg. Rafrmg a Tre4Ytdana, Rectatgnar Wild a. Rect..Wfar Tmpndena. 4 p: .376 Alum Loading wad" Lcadna Loafing Loading L-cing Lowing Waring Loading Lowing Lowing L..ft L0a6rg Loadn9 L.,Jm Lo.dng Looting Loadn9 pY Tube 'g .., �g,. ,f$., h� w Mullion s Z L 4215 1170.0 820 170.01 433 1700 744 170.0 478 t70.01 668 170.0 500 170.0 992 170,01 519 170A Ilia 170.01 621 170.0 1240 170.0 621 148.7 1301 170.0 621 127.5 1301 170.0 521 tit.0 1301 170.0 621 0 461n 170.0 700 1700 524 170,0 850 170.0 584 170.0 891 170.0 630 170.0 1133 170.0 661 t51.8 1138 170.0 677 138.8 1139 170.0 680 1139 1139 1704 680 97.8 1139 170.0 680 63.4 1139 170.0 880 Z 50.82515 170.0 747 170.0 583 1704 698 1104 631 187.8 1032 1704 684 14611 1032 170,0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 1704 766 839 1032 170,0 758 73.4 1032 (70.0 736 U In 170.0 797 170,0 812 161.3 W7 170.0 001 1362 907 164.7 730 120.0 907 1626 720 10711 907 1460. 714 96.8 907 MIA 710 804 907 1400 709 60.1 007 40.0 Tae 80.6 907 140.0 709 m p 601 141.1 735 151,6 625 117.8 735 130.3 811 100.6 735 118.0 509 58.2 735 100.2 500 780. 736 09.6 6M3 70.5 735 95.1 576 58.8 733 91.8 574 M.4 736 611.0 674 44.1 735 91.6 574 F- 63 =' ((D J { 63In 121.9 068 130,0 wit 101.8 868 (11.5 667 87.0 666 089 547 70.2 666 00.1 638 67.7 We 83.9 831 BDA 688 79.8 528 We 666 76.8 621 43.6 666 75.6 521 38.1 666 73.8 621 � a) �.! 1n 60 h 100.0 001 1124 522 8a.3 507 00.1 811 76.7 007 85.0 501 65.2 607 77.1 493 569 007 71.5 480 53.0 807 07.0 461 44.2 607 83.4 470 37.9 807 112.7 474 33.1 007 a2.7 474 z W m 72 N 81.0 310 85.9 NS 68.0 510 730 434 61.9 10 64.3 426 51.0 510 67,9 419 45.4 510 811 413 40.8 510 50.0 408 M.0 510 45,9 402 29.2 510 44.4 399 25.5 510 M.3 399 fq si� TO In 69.4 468 R.5 400 57.8 458 81.7 392 49.6 458 54.1 365 43.4 458 4" 378 38.8 456 44.0 373 34.7 458 41.6 366 289 458 37.7 302 24.6 468 36.0 369 21.7 450 55.7 358 J J 11.•2." 78 In 64.2 435 67.0 351 53.6 435 66.6 373 46.9 435 49.6 368 40.1 435 44.7 350 35.7 435 40.9 335 32.1 435 31,1 351 260 436 34.4 344 22.9 435 32.0 341 20.1 435 32.2 510 Q 1^ � Q N 00 In 41.0 317 i3.1 200 M.6 327 30.4 285 29.9 337 31.8 280 28.1 727 26,3 273 23.2 327 25.7 271 20.9 327 237 ZB8 17.4 327 21.0 782 140. 327 19.3 268 Z n Z WN 34A 287 35.4 267 28.7 207 209 232 244 287 200 249 2t11 287 23.1 ?44 IO.f �7 20.9 249 iTZ 267 193 237 1{.< 287 1119 232 }- Cl) 00 O O Mr 10 h 24.2 227 1 24.1 205 20.2 227 20.0 201 17.3 227 16.0 198 16.1 727 16.0 195 X S d 111 in 22.3 215 22.T 194 188216 W i 191 15.9 215 tela tea HE-E-1 F LU t. 1X X 720 in 17.6 f& 11.9 1167 N c� X ¢ 00 TABLE 36 ANCHOR CAPACITY ADJUSTMENT FORMULA: bei Z to N Anchor Ca a ltv Table ib9 ANCHOR CAP..,-, 151; �' m0 s'•Q SUD*Ireta: 7.71 CorcrHo 3.54 Cana. Ho9ow[24u Filed emu PT Wood Melel (DP,,,)X 1 ANCHOR CAP. Q.'ma 9181 Elco 114.55 Eko 5ffw Sic. VV68 Ek. 9f091W 81281-1 1125100 MULLION CAP.,,p,,,,.,j {f ..y am Anchor Cllp Pattem6 I101'T/P°� 3118'Eko uroadm 114•Eko Owacan f80econ 3/16'Eko ul0adon IN"Eko Ulu4cm AWf*Gatw unnapa Ag9reGalor Scw(GS)Scree(05) Scraw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR E00o oounaoltn). f• 2-Mr I. 2-1rr 3.118• 11 24rr 11 2-171 Y 3-116^ r 0.46• 0.54` 9.324• CAPACITY REQUIRED"CORRESPONDING TO AN Enbedment(h} 1.314• 1314• 1.3141 "4' r 1.114" 1.114` 1.114' 1.114• 1114" 1414• r tale` late" vada. ACTUAL PRESSURE REQUIREMENT FOR THE 2AMbon04.75-Mile O,C.1SWWWd W07.4et01p(Fi9.it 390W 390 A. 4501. MW. 1644 am 270 t1. 2805- 35494 74065 374180 684lb. 940 b. 3419W 4421ba 0Ps OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 01.16'MIn.0.0.1 SnMyd lar Meq C9p(Fig.2) 400 ft 700 lb. WA WA WA WA 780100 WA WA WA WA WA 6a2 lbs U5 lbs 1120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchm 0 3"665-O.C.r 12,1215 A%W C90 t(Fla•3) realm s 780 ke 680 Ica 1560 tbs 1496 lbs 540 Z. 560 fall WA 760 lb. 746111 880Ib3 1892am; 68214 885 ioa 1120 rm MULUON.IT WILL YIELD A MINIMUM ANCHOR 2 Andra.0 0.451 MN.O.C.1 11{31p,bio.12V Alum.(Fig.p: WA WA WA WA WA I WA WA WA WA WA "AWA WA N/A 716 the CAPACITY WHICH MAY BE USED TO QUALIFY IAnenarFr,9pt}7g.sy 1852* fosw* 56111-1 4456,7 822 to. (3510. 140(6* 177 lbs 370111-1 167)ba 332111-1 4T 9u tick. 2x1111* a9otDa ADDITIONAL ANCHOR OPTIONS FROM THE 2 Archn @ 1.IS-Win.O.CJ F431p IRO.8):1 240900 I 3501100 I WA WA WA WA 100 lb, WA WA WA WA WA 3412. M11be 580111-1 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. :(:: >CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. `.,`./ PItUDI1C'1'RIiVISED os complying with lite Flotilla Building("ANtd FIGURE 1: FIGURE 2: Aec`Pt°n`v Pto 1--0 249.0!1 TABLE NOTES: B><pimtlmt Date�� 4IA2.1 • . • • -1� 1.000` �- 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi i de""duct Coettei 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE, tt1 7/J FIGURE 3: ) `"\��U���•1_Yldilr•rb� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760• ��{�ti.•'4,,pCN SS•'.�Fr Fr HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. t•lo,O.87G5 �4 ANGLE OLTP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED D375' ;.L�•. ,: - FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF.125` ••. � �U THICK. STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT -, ,p'., b/i- F '�~ �1 1"X 2.76"X.375'MULLION FLOR1pP•,'' LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. //JQt1l,YiV ��C}I �P.E. FLE;/�61105 TABLE 4A M011lon Ca aq Table IbslR= w � Oponing-dth(fortaNcatVsparml nZom)orOpeningNripht(for hDAwrtaity-spanirgnations) SO in Ce (5,o In 7014 64 h 901n 10014 120 h 14014 Rectangda Trap7Td-9 Rectepgdar TI*Tdanp. Ratwwiar T. an. Redtn9dat Tia da Recian te0h 7 x 2.76 x p1f ng gist TryJTda4g. Rxio gder Tmp7dang Recten a F O pd rLoadartp. ReotatpJar 7rapRAanp. Rxtanpula TrapRnanp. o r Lca&q Loadllp Loacin9 Loafing toadnp In ng Leadnp lwdnB Ladalp Loadry Leaning' Lading Lading Loadnp Loadnp Ladlsp Loednp Leming sY4 U .564 Aiutts. Tubi a a a a t a Tal yxgg MutBon �" i � ji l_ � � Z 42 to 170.0 620 170.0 435 170.0 745 [70.4 178 170.0 888 170-0 S40 tIDD 442 170.0 SSD 170.0 1158 170.4 521 170.0 1240 170.0 621 17&0 14W 170.01 521 1156,71 1040 170.0 $21 138.8 5620 170.0 521 O Lt) 4814 170.0 708 170.0 624 170.0 850 170.0 581 170.0 892 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 880 141.7 107 170.0 680 121.5 1417 170.0 6(10 100.3 1417 170.0 680 = x 50,025In 170.0 747 170.0 683 170.0 6915 1700 631 170.0 1040 170.0 684 110.0 tips 170.0 723 162,6 1256 170.0 7{7 148.3 1288 170.0 758 171.6 1288 170.9 758 101.3 1288 170.0 756N47.4 1286 170.0 768 54b 17Q4 707 570.0 812 570.0 058 170.0 891 570.0 1116 170.0 T54 564.7 1130 SI0.0 803 1339 fl30 170.4 837 120.8 1130 170.0 856 1066 It30 170,0 881 88.1 1110 110.4 8811130 t7tl.0 881 m a m OON 170.0 885 170.q 701 1}8.4 015 182.] 781 125.5 915 1N.S 718 108-0 916 132.] 735 W.0 016 123.9 726 87.6 9I5 118.6 720 73.2 916 114,4 715 02.8 015 111-0 )15016 114.4 716{{,. 63 in 151.8 830 tal.0 710 t2&5 830 138.9 89t, 108.5 830 123.2 681 94.0 830 t12.2 670 84A 830 104.8 002 75.0 830 90.4 658 63.3 830 94,6 646 34.2 870 04.1 848870 94.1 819• O ? U 5 6f 8014 132.1 757 144.0 850 110-0 757 119.8 838 94.3 757 105,6 024 82.b 757 98.1 614 73A 757 89.1 008 00.0 757 81.2 800 65.0 767 79.0 593 47.2 757 78.2 691 41.3 767 782 591 G [y} j 7214 101.7 638 108.0 61;2 BI,B B3B q1.0 510 72.7 030 50.1 530 83.6 830 72.2 521 $114 638 00.6 $14 60.9 MO 02.3 S06 421 035 57.2 500 38,3 838 35.3 497 31.8 836 55.2 497 7814 80.5 871 00.4 408 72.1 571 78A 408 8. 571 67.4 479 54.1 571 00.0 471 4&0 $11 56.5 404 43.2 571 61.8 459 36.0 571 47.0 451 30.4 571 448 447 77.0 371 41.6 ;48 Z 78h 80.0 642 83.4474 88.7 542 70.8 485 57.1 612 82.1 458 60.4 542 55.1 446 444 $42 31.0 442 49.0 612 47.5 437 33.3 542 12.8 429 28.4 542 40.8 426 23.0 642 40.5 423 '- 2 C-4 6 9014 52.1 107 6.7.7 701 13A 107 45.1 355 37.2 407 30.0 340 326 407 33.3 348 T&9 40) 32.1 338 28.0 407 29.0 334 21.7 407 2B.t 327 16.8 }07 21,1 322 10.3 107 23.0 318 Z 80H 429 358 44.1 I10 35.8 358 37.2 31{ 30.7 336 32A 300 28.8 358 28.8 304 23.6 350 26.1 300 21.5 354 24.0 288 17.9 358 21.0 284 15.3 358 10.2 281 N X 108 h 30.5 283 34.8 255 25.5 283 26.9 261 21.5 263 22.6 247 18.5 283 19.0 244 18.7 283 18.0 240 15.1 263 18.6 237 25 11114 27.8 2W 28.3 242 23.1 287 23.8 236 i9A 287 20.8 235 17.3 267 1&3 231 ISA 267 10.6 228 r cV 120 to 22.0 220 22.3 209 18.3 229 18.8 204 15.7 Z2D 18.2 202 Q X Q 4 TABLE 4B 4-TITTiANCHOR CAPACITY ADJUSTMENT FORMULA' Z m Q Anchor ce pcl Table lbe ANCHOR CAP.,„,,,,, 8uhatmia 2.7k Carcrete 3.6k Caw. {keow CMU Fdad CMU Pi Wow Mabi (OP)X{ �=ANCHOR CAP.,,, ,t� f11C Eko 1N'S8 Eko&118'Elto 1M•68 Eko WO SItN 012 Slaal mated MULLION CAP., P 051hW7ype: ]116•Eko Ullman 114•Eko Ulaeca! 3718'Eko UI4aCat it/'Eka Utaacon Aga.Geta Utlmccn AM-G91w Sarrw(OS}Screw(GS) Set-(0) USE THIS FORMULA TO OBTAIN THE"ANCHOR AnctiorClt Patterns Ultt-w Edpo gamnce(147 t• 21rC I• 2-1rt• 3.110" 1" 2-112' r 2-1rr Y 3.115' 2" 0.45• 9.w• 0.324' CAPACITY REQUIREO'CORRESPONDING TO AN Embe6non18ni 1-3/4' 1.374• t-314• "4• r 1-1/4• 1-114• 1-1m" 1-u4• 1-114• 1.114• 2' t-316" iJm• 1o,ks ACTUAL PRESSURE REQUIREMENT FOR THE 2A. ®4,76"Mln.O.C.I Swwad Or Ol1ae1 Cilp WW.S3 ]80 b, 390 ms 450 ba 8901a 18/4163 270 ma 2601W 354 Poo 740 IDs 37416-1 SM IN 9491a 341 b4 44216, 580 Iba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnCftM 99 .t5'MR.O.C.t Standud(a 003e13 CSp(Flo.2) 4604u 700 fa WA WA WA WA 3801W WA WA WA WA WA 852 qas 8851 1}20lW CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anttpro�3'Min,O.C.1(Tj 2,5Anak pips/(Fq,3X 7801-1 7801b4 8B97b9 1560 i1m 1�6001s 340 r. 580Ibo WA 7601Ds 14004 88016s 1892 ibs ®2 b, it20ba MULLION.IT WILL YIELD AMINIMUM ANCHOR 2 Ancil o 0.45'W.O.C.!U421p.WC A25'Alum.(Fla.4): WA WA WA WA WA WA !UA 78A WA WA WA WA WA 7151ba CAPACITY WHICH MAY BE USED TO QUALIFY I Anolwr7 F4C4p(fig.Sr. 1950» 105163 22 VA 445 le, 8221-1 136 0s 140168 177 0w 3701W t871bs 332 ibs 473 the 170 be 221 IDs 280163 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchoad91.15"MN.O.CJF471p(FIa.BJ 2100-1 356 bs WA WA WA WA WOWS WA WA WA I WA I WA 1 341 IN M211r S800s ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CI)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 7'ItODUCr REVISED :U c-plyhs6 with Tho F10" FIGURE is FIGURE 2: TABLE NOTES: Building Coda t6.c2a8•icL3Acceptaow Na 1)SEE SHEET I FOR• ..-.. + • � --` �-- Expiration Date SEE SH t2oml ETS 2.4 FOR GENERAL 1.000' Bxp,rati INSTALLATION ON M THODSES AND SHEET 25 FOR INFORMATION ON LOADING. By T Mi 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOtOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,750' ��,.•'•ytCEN�S '•,F.p • • » HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7": ND 58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED rL - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90.WOOD SHALL BE PRESSURE-TREATED 660 !U� FIGURE FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 808376 AND BE A MINIMUM OF.125' A(L-OF THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ` '��'•.,FZ ORI07;• ��.� LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75"X.650*MULLION ...... C9. • THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. ��'S`S,�C} \;: 1j7jll 1111�.'tt A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A ow, Mullion Capacity Tabla Ib9At' 'S Opening Width(for venlca*sparrirg mullions)or Opening Haight(for h3dmnta*sparrilg mullions) 501n BO in 701n 80 In 90 In 1001n 120 N 14.In 100 in p Roclanpulor T1apRdmg, Roclangular LopRtlanp. Raclengular RapRdug. RaclangWar TreplTdang. RoclangWor Tta{YrdenD. Raclengl4ar Trep'1Heng. Raclanyular Tieprmang. Roclengular T�apRdalg, RaclengWet Trepffdeng. a0•, 1"x 3.125"x Loadug Loading Luang Loafing Loafing Loafing Luang Load.g Loading Luang Luang Loadng Laadn9 Loafing Loafing Loafing Luo g Loodng {�'y .500"Alum g• _ _ _ �'_ gg zg$' yg&' yLa' o LL to Tubo Mull hrdt3 " cT cc7V 00 $ e. g o 421. 170.0 820 170.0 435 170.0 714 170.0 470 170.0 BBB 170.0 SOB 170.3 897 170.0 510 170.0 1110 170.0 521 170.0 1210 170.0 521 170.0 1486 170.0 621 170.0 1775 170.0 521 154.4 1002 170.0 621 J W 48 N 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 030 170.0 1133 170.0 061 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 660 135.1 1577 170.0 060 118.2 1577 170.0 060 2 50.625 In 170.0 747 170.0 583 170.0 696 170.0 631 170.0 1048 170.0 064 170.0 1185 170.0 723 170.0 1345 170.0 747 MA 1494 170.0 156 141.7 1405 170.0 758 121.5 1495 170.0 758 106.3 1495 170.0 768 W O O 5451 170.0 797 170.0 012 170.0 858 170.0 691 170.0 1116 170.0 731 170.0 1275 170.0 803 186,1 1401 170.0 837 149.6 t401 170.0 850 124.6 1401 170.0 801 106.6 1401 170.0 801 93A 1401 170.0 801 m tory � 601n 170.0 805 170.0 701 170,0 1003 170.0 797 156.5 1150 170.0 676 135.7 1150 107.0 026 123.7 1150 156.5 017 111.0 1158 149.7 910 02.5 1158 144.5 003 79.3 1156 144.5 003 80.4 1%56 144.5 003 F J 83 in 170.0 930 170.0 745 159.8 1048 170.0 850 137.0 1049 155.5 8110 110.8 1019 141.7 646 108.5 1040 1320 038 05.8 1040 125.5 028 79.9 1040 119.7 820 08.5 1019 118.0 010 58.0 1049 115.8 Big Ty ee h 188.8 655 170.0 706 139.0 655 151.3 801 110.1 065 113.7 786 1013 955 121.1 775 D2B BSS 112-0 765 87.1 OSS 1004 757 89.5 BSS 89.8 716 39.0 033 96.7 748 621 955 BB.7 740 ? W g m c q •gj 72h 128.5 603 134.0 607 107.0 803 111.3 BB2 01.5 903 101.1 870 80.3 003 01.2 659 71.1 6W 63.0 010 81.7 60.1 111.6 012 53.3 e0] 723 832 45.9 007 68.0 826 {0.1 003 BD.7 677 tna 'YZ 7 7a In 108.2 721 114.1 620 01.0 721 97.0 BIB 78.0 721 65.1 005 88.5 721 78.5 SBS 60.1 121 70,1 686 51.0 721 85.4 SiB 45.5 721 59.1 SW 30.0 721 SO.11 501 74.1 721 68.1 663 Q J r a : 761n 101.0 064 105.1 599 54.2 ON 59.4 587 72.2 604 75.4 576 113.1 681 70.4 507 56.1 6B4 64.4 350 50.5 884 59.8 351 42.1 OB{ $4.1 641 36.1 061 51,3 S38 31.6 681 50.6 534 z Q N _O 00 b1 65.8 514 07.9 158 61.8 514 57.3 418 47.0 514 60.0 440 41.1 $14 44.0 433 30.5 514 405 427 329 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 405 20.8 614 20.0 403 sn Z 951a 54.2 452 55.7 101 46.2 452 47.0 3W 30.7 452 40.0 300 33.9 452 38.1 304 30.1 452 32.0 318 27.1 452 30.3 373 22.0 452 28.5 305 10.4 452 24.2 359 109 452 22.8 355 (n x 10861 30.1 357 311.0 1322331...27 757 727 317 27.2 351 26.1 312 238 357 25.2 300 21,1 357 72.7 307 10.0 357 20.9 280 15.9 357 18.0 293 13.6 357 1113 287 11.9357 15.0 203 Wfit In 35.1 330 35.6 378 30.1 301 25.0 378 28.1 268 21.0 3311 23.1 202 19.5 330 20.8 288 17.5 330 19.0 264 14.6 338 10.5 276 12.5 336 54.11 273 11.0 330 13.8 280rrj 1201n 27.7 2110 25.2 288 23.7 2s9 19.9 les 21.5 258 17.3 269 18.1 257 15.4 280 lea 749 13.9 289 14.0 24a 11.5 269 128 240 9.D 299 11.1 2311 0.7 2118 f0A x32 („) )C Q O O Z TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: m O s;0 AnchorCe scl Table(lbs) ANCHOR subs We 2.ia Corcbe 35k Cam. llco,cmu FOed CMU PTWmd Mdal (DP,•o)X( )=ANCHOR CAP... 916•Eko 111'59 ECo N16•Elco UC33Flco N108led N12sfml 02 steel MULLION CAP.,,,,•,,,, AnehorCllp Panama a'cNor Type TIS'E110 udrson 14•FJcOuarecon ueracon 8/1�Fico U4fam 1l4't:koue2con ApgKlnaor UUXW A90MGaIM SE"(GO)Seten(OG S'"(t75) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Wi me 9n) 1' 2-11z r 2-ut 3.1,v1. 2-VT t• 2-12• 2 3-Igr 2 0.4B• 964• 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN F�msdnenl n 1,V4- 1yr 1314• 1-TV 21 1-14• 1-vr 1-1/4• I.V41.111• 1414• r 1118• lye' lafas ACTUAL PRESSURE REQUIREMENT FOR THE 2Awnm 0435M1n 0.C.7SfwxWor0WC1p BFIg 11 39D IQs 390 is 450 ms 690 zs 16"lbs 2709n 2Oom 351101 740IM374019 M. 0161m 341 Ds 4421m MOM OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amras®1.15•MYt O.C./Stm=(WOMel)C9p 09 2y 480 lbs 700I� NTA WA NIA NIA 86091 NTA WA WA WA WA 682 hs BB6Im tt20lm CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amhom@T Min.O.C.I 2n5Angle C9p9I(Rg 3) 7001m 7806n 680 lbs 1580 me 1095 Ms 640 bs 5609E NrA 76010s 745 lbs WO Its 169291 662 bs 685 Me 1123bs MULLION.IT WILL YIELD A MINIMUM ANCHOR SAncomQ0.45•141n.0.C.11.106,lnto.125•Alum.T4Iy NlA WA NIA IVA NIA NIA WA NIA WA NIA WA WA NIA WA 1073 Ys CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arclnrl FC9p(Rg 53 106 los NO Im 2751)s 445 OE 622 to 135 bs140 bs ITT bs 3701m 187 bs 3321m 479919 170 bs 221 bs 7BO 10s ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anctnn 01.15•Min O.0 I FC 9 6y 240 bs 350 Ms NIA WA IIIA WA 100 bs NIA WA NIA WA WA 911 Yn 412 hs 560 Its ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as complying R7ivtsBD m complying wllh Iho FII3rift N 1.000'�4 Building Cuda FIGURE 1: FIGURE 2: TABLE NOTES: Ampsanco No Iration Dalc �Z) 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Mi Dad.Product 111111 1111// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125' `\ .,11 QN Nc FIGURE 3: � •••.. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \` v10ES '•,'S'T1+i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. '• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N0,50705 ANGLE CLIP MUST BE USED IN PAIRS. q)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '500• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATFW -� -0 4 b :IW FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' -'� (mv U: THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT VX 3.125'X.5*MULLION [,�,'•, LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 0•VF MULLION) ';'t<S'•............NNS- !.........NNS \ THE MATERIAL.1710 8 Nit ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. �I/I;SIONA\- ,\`� A.LY{JW&LER,P.E. FL P.E.#68705 TABLE 6A Mullion Ca achy Table(Ibsif1) " Opening Width(torser9ca2y-spar911rg mUlons)orOpening HaiGht(far lorizontstty-sparring muttons) 60 in 601n 701. I 801n 00 In I 100In I t20 in 140 in ISO in Rectangular TFWTdm9- Racrangular TrapTdarx3. Rectangular T(aprolang• Ractartgaiar T-wriarq. Rectangular Trapridang. Rectar4lar Trapr7dana. Rectangular TreN7dm4 Reefangular Traprrdanp. R.I.Valar 73aprrdaug. � 1 x 4%.126 Lo.d6np Loading ta4dna Loafing taadng Loading Lowing Laodn9 Laadn9 Lowing Lad1q Loading Loadna Loodrp Lowing Lwda landing Loading c 4 Alum.Tubea, a. �.„ g & Mullion d h 11 11 tt II �f s Lu z 421n 170.0 820 Had 435 17oll 744 170.0 478 170.0 888 Boo We 170,01 992 170.0 619 170.01 1106 170.0 521 170-01 1240 1 170.0 1 170.01 1488 1 170.01 521 10.6 1 14091 170,01 621 127.6 1489 170.0 521 O 45 In 170.0 706 170.0 524 170.0 650 170.0 544 170.0 982 170.0 830 Woo 1133 170.0 661 1700 1275 170.0 677 168.3 1303 170.0 680 130.3 1303 1 170.0 800 111.7 1303 1 170.0 060 97.7 1303 170.0 1W = _ 50.8251. 170.0 717 170.0 563 1740 898 MIA 631 170,0 1046 Into s64 170.0 itild 170.0 723 1363 1236 f70.0 1 747 140.5 1275 170.0 766 117.1 1233 170.0 766 19o4 1236 170.0 75@ 87.8 1235 170.0 758 � rQ div 64h 170.0 1 787 170.0 012 170.tl 85@ 170.9 @W 170.0 fife 170.0 764 161.4 1168 170.0 603 1372 110 170.0 637 123.5 1186 170.0 1160102.9 1166 179.0 661 88.2 11¢6 170.0 681 77.2 !1158 170.0 061 tUll C) il M 601. 66 170.0 5 170.0 701 168.7 1042 170.0 T07 142.9 1012 161.1 832 125.1 1042 148.7 616 111.2 1042 130.8 601 100.0 1042 130.2 791 63.4 1042 125,1 762 71.0 1042 125.1 752 62.5 1042 125.1 782 40 J 63 in 1740 830 370.0 745 1612 992 183.8 816 t2g.6 092 144.4 799 113.4 992 131.0 782 100.8 992 121.4 706 90.7 982 114.5 768 75.6 992 108.4 T46 61.6 992 106.0 744 56.7 992 "RIA 744 J 1181. 166.1 047 1 170.0 789 137.0 947 148,0 755 1161 947 130.3 780 IOJA 947 117.7 752 91.9 917 1047 7311 82.7 947 102.2 721 1164 947 05.1 713 69.1 047 84.0 711 61.7 947 04.0 711 Z fA g m IM 721. 135.0 619 1427 737 1132 849 121.6 722 97A 849 106.3 700 61.0 610 964 690 75.5 840 ea.? 665 67.0 610 02.7 875 58.6 649 75.3 659 45,6 549 12.5 652 42.6 Bog 72.4 Bit lw}} W e 76M 116.5 762 120.7 666 98.3 762 102.8 052 @2.6 702 V. i 72.2 762 60,9 629 642 162 742 620 07.6 782 69.2 613 46.1 762 62.8 602 43.3 762 59.0 597 361 782 69.4 695 J D. I as Z �l 7691 108.8 721 111.3 631 08.0 721 81.6 621 763 721 68.8 #38.5400 0 59.1 724 60.1 691 113.3 721 83.1 6B] N¢ 721 67.3 573 382 724 61.3 667 37.1 7N 67.6 666 Q `I J 901. 89.6 647 71.8 483 50,0 643 60,7 474 49.7 647 pA 0 38.8 N3 42.8 462 34.8 643 39.6 448 28.0 043 34.9 430 zf.0 543 321 1311 21.7 643 ]0.7 428 Z 2 N O 9@tn 67.3 478 66.9 427 47.8 470 49.7 419 40.9 476 432 412 35.8 8 St.O <I8 51.6 400 20.7 {76 320 395 23.9 178 26.) 368 20.0 178 25.8 380 t7.9 478 242 376 to1W31n 40.7 177 11.1 JI1 77.5 371 31,6 SSS 268 377 30.0 370 26.2 5 22.4 371 24,0 321 20.1 377 220 317 10.6 317 19.0 310 14A 377 11.1 304Pi 1 to 37.1 357 37.8 333 308 357 11,6 310 266 157 278 J-13 272 9 20.6 357 22A 306 i@.5 357 20.1 301 151357 17.4 204 X52 52 01. 29.3 300 2926.1 274 21A 308 21.7 270 10.3 7 163 398 77.3 263 U X Q > b In 17.0 212 172 198 Q z O Q TABLE 6BANCHOR CAPACITY ADJUSTMENT FORMULA: �_2 .0 Anc or Ca ac! Table iba � Subaarate: 2.7kComu.10 151,Cone. Roaaremu Fad CMU PT Wood Metal (OF'_)X jANCHORCAP., , _ANCHORCAP,,,, 5/78'Ek0 U4'8S Eko 6'18^Elco UI'9s Etoo /f0 Slael 112 Strol a1281ed ``MULLION CAP.,,"^,,,,, AnahorCiip Panem9 Aroh.Type. 3t16'Eka UtOacon fi4'Eko UBrecon tR9acan Sr1s•Eko tatrxon sr4"Eka uN4cm A99MGatm tBBacon A99r•Gator Scnw(o5)6cva,.tG5) Sar9er tG5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Mi".447 1' 2.1/2• 1• 2.112' 3-118' 1' 2.1rr 1' 2.167 r 3.116• r 0.46• 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN EmbeNnent tin): 1.7x4^ tar/" WV4' 1.3'6 r 14x4• 1-114• 1.714• esu' 1.174' 1.144• r taxa' I-Tr wake ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ambers®4,76'Min.O.C.I SfaMard or OSe4l Cep(Fq.162): 390%, 380 6,. 4s01b1 690@11 1044lbf 270 MI 280 lbs 354 lbe 7409. 3741be BB41b1 _79715_1b. 341 IPa 442 Ira 5801W OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 ArWhm 0 225•Mtn.O.C.1 Siand.rd(or 0ha0C9p(Fig,3}: 7008. 70119. 5801os 1411015e 914 iba WA 56016. WA e309. WA No ibe WA (8211. $85 ff. 1120 Ns CAPACITY(FROM THE TABLE)OF THE SELECTED 8 A.M.®1.16'Min.O.C.I Steward(a Oben Clip(Fla.Q: esu Ib. 1400 ibus WA WA WA N01 760 lbs WA WA WA WA WA 1363 M 1770 Ib/ 2240 m, MULLION,IT WILL YIELD A MINIMUM ANCHOR 4 An u=a r Mm G.C.1R)2r5AnWa Cip3 t(Fig.5y 7@0 i6a 190•e WO Ws 15W IN 10961. 540•s 500 lb. WA T@0 ft 748 ti. 880 tt. 1592 lb. 65 60 2lbs 5 Me 1120•s CAPACITY WHICH MAY BE USED TO QUALIFY 6 Awham0XMi..O.C.7(2)215 An01a Qip3 r IFi0.6):1 11701b111701b3 f0201b. 23101W 2614Ws 8101b3 6101De WA 1140lb4 11221M1320153 20J8Iba 1D221ta 1327 lbs- 1680103 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Arclgms Q 0.45•0.45•%,O.C.7 U Cup,Into.125"Alum.(Fig,7}: WA WA WA WA WA WA WA I WA WA I WA NIA WA WA NM 1430 tbb ANCHOR CAPACITY TABLE 2A.Sors 02.26'MN.O.C]FC-1Ip(Fig 0Y. 3509. 3501.3+ 2009. 705153 4781b3 WA 2801be WA 315 Na WA Id01M WA Jdt lbe 4121ha 08010. PRIN3UCP REVt5E0 4 Anatwm i,iS+MN.O.GIFQIp{Fq.87 IBOW. 700 t6s WA WA WA WA 380tm WA WA WA NtA WA e@2 OM 8831611 ii20IW as crunplylrl6 With ala rlorWo NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --j 1.000 r--• lD4uildi..78i1c Nu��o'•bZt$,O'j' Expiration Dal 0 X14 d•1Um TABLE NOTES: B i•� FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: Miami ado • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE `11\11�'T iTl ji • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. '�.•'41GE:NSF '••'P i • • • • • • • • • `�:' '•.it=• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" 7• NO 51)•105 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 5: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ 16 •:Tr-. • • • • a• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ' „TAPE P 71/= • • • • CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW f �� (CMU) 125" % ti•'•,t`t ORtC.+i`.••'• SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 8083.76 AND BEA MINIMUM OF,126'THICK.STEELSTUDS TO � i��r� .,...•• �����•` ANGLE CUP(FIGURES 580)MUST BE USED IN PAIRS, AND A36. LL ANCHORS INTNIMUM O METALSHAL EXTEND AT LEAST 3)SCREW THREADS BEYOND THE MATERIAL.#10L TO BEAT LEAST.126- � !rf l S�"ALL" #12 ANCHORS INTO WOOD MAY BE STEEL,15-5 S.S.OR 410 S.S. 1"X 4"X.125" A,LYNN MI��ER,P.E. MULLION FL P.E.#68705 TABLE 7A v #j Mullion Capacity Table IbaM1 Opening Width(for vertically-sparring mdlions)or Opening Hptgbt(for hoff2ortp9y-spanning intmons) 501n 801n 701. 80 in goin 100 in 1201. 1101n 1501n LLO 1 X d X.3711 Pied.palar NapRdanp, Racta.gdpr Trnprtdarip. R.-d qufar 74W dan9. Ratpnguiar 7rapRdpnp. ftealenyada7 Tteptiitwlp. lteeWnglar Ttap'Trfnnp, ROda.qutar Traptldang, RaptpnQ- Traptida.g. Reetn9ilar Topada.p. d Alum.Tube taearre 11111.0 40.11.0 Laar9np Loadnp LoaAnp 10011.0 LoudnB InadnB L.Winp •LopBng Loaanp LoaAnp Leading Lontlklp IgnAng La61np Lwdrq 0x11 Mullion I a _ zrm 42 in 170.0 620 1700 435 1704 744 170.0 478 170.0 088 770.0 608 170,0 092 170.0 610 170.1 1146 1700 621 770.0 1210 170.0 621 170.0 1488 170.0 621 170.0 1735 170.0 621 170.0 1003 170.0 627 � 481. 170.0 708 170.0 62,1 170.0 BSO 170.0 604 170.0 902 170.0 WO 170.0 173] 170.0 6111 770.0 1276 170.0 871 170.0 1417 170,0 690 170.0 1700 170.0 600 170.0 1953 170.0 NO 151.8 2024 110.0 050 Y 50.626 in 170.0 747 770.0 1103 770.0 886 110.0 $3t 174.0 5040 170.0 084 170.0 1195 770.4 723 770.4 5315 170.0 747 170.0 114{ 170.0 798 1700 t7R7 1700 766 15@.4 7010 774.0 758 730.6 1910 770.0 766 R �$ B{In IT0.0 787 170.0 012 170.0 856 170.0 091 170.0 1118 110.0 761 1710 1275 170.0 003 170.0 1431 170.0 577 170.0 IS9{ 170.0 860 154.9 1700 170.0 861 517,1 1794 170.0 861 120.0 1744 170.0 Dal m o 801. 1700 085 170.0 701 110.0 1087 170.0 707 170.0 12M 1700 078 170,0 NI] 170.0 044 170.0 1681 170.0 880 155.6 1819 1700 1033 f29.e 1619 170.0 1063 171.0 1810 170.0 1003 87.2 1810 170.0 1087 M J 531- 1710 030 770.0 745 170.0 iD0-1w.1850 170.0 1302 lice 940 170.0 1468 170.0 1016 768.7 16112 170.0 1175 f4t.o 76{2 770.0 1122 117.5 1642 16116 1188 f00.7 1642 167.@ 7767 Bal 1642 107.9 1167 � J I T�!� Iil 681. 1700 971 170,0 709 170.0 It69 170.0 907 170.0 1384 ITOA 1002 100.8 1172 170.0 1088 U2.8 1472 1611.5 11{8 126.6 1472 168.8 1130 107.1 14Y! 147.8 1100 91.0 U72 1{&0 1101 00.3 1472 148.0 1101 72 In 170.0 1011iTO.0 alp 170,0 1275 170.0 1009 150.8 1320 188.2 110f 1320 1320 748.8 1002 117.3 1320 137.8 loss 103.6 1720 i26,e 1049 MI) 5320 117.0 7024 76.4 1320 112.6 1013 68.0 1320 112.5 1012 U 78 to 770.0 7122 17x.0 937 149.6 1164 158.4 1013 1282 1184 139.0 994 1t2,2 1184 128.7 078 99.7 1164 11&3 884 618 1184 147.5 852 74.0 1164 97.8 015 64.1 1164 NJ 627 58.1 1184 023 925 � CL Z .� 781. 166.1 1124 1700 907 130.4 11241 147.0j465 r3Z61 120.0 947 103.6 1124 116.8 031 02.3 1124 105.6 818 83.0 1124 98.5 000 80.2 1124 89.0 890 59.3 1124 64.7 881 11,8 1121 83.2 90 In 118.1 844 177.6 700 86.1 114 81.3 82.1 721 67,8 844 73.3 712 60.1 814 88.5 iD2 54.0 814 81,4 0$7 460 141 64.2 175 30.8 Bit 10.0 660 33.8 814 47.7 602 C 0 Q N O 9@1. 68.7 742 at.11 003 14,2 742 77,2 87.2 641 66.7 742 69.8 831 40.6 742 64.1 622 44.5 742 49.8 a14 37.1 712 43.a 800 31.8 742 38.8 680 27.8 742 37.6 684 t2.tZ 60 p a..CD 10814 82.0 580 03.0 570 62.1 506 63.8 48.0 613 39.1 660 11.1 515 34.5 688 17.3 409 31,3 500 34,2 182 28,1 514 28.8 401 22.3 668 20.8 172 19,6 506 21.7 488 ch 1117. 57.6 555 118.6 503 400 bSd 49.6 ;29 ;5T 38.0 1155 36.4 480 32.0 664 34.2 473 261 SSS 31,3 187 24.0 ebb 27.1 457 20.6 655 24,3 446 }110 Sao 22.4 442 LU X 12014 1&p 475 48.4 133 ]p.0 476 79.0 126 ]].7 420 211.5 475 29.0 414 260 17b 280 108 229 475 24.5 404 tae 475 21.1 305 10.3 475 16.7 307 14.3 475 17.2 301 141 14 28.4 3311 28.7 105 22.0 730 22.4 301 Me 330 1&3 207 181 370 17.0 283 U X ¢ O O TABLE 7B D¢t ANCHOR CAPACITY ADJUSTMENT FORMULA: .aa `611 s^OQ, Anchor Ca aci Table Ibe •- j Of m sub.l.tn: 27k Concrete 3,Sk Can,. Houo CMu ANCHOR GAP.,,o,,,,, f Fared CMU pT WOod Metal (AP,)X t }=ANCHOR CAP.,,, 51ir Elco 114•e6Ek0'Jt0'Elco v4-so Eko 010Sldal 0128We1 91281811 MULLION CAP.,,,,,,,,, ARCf)Or Clip 001781.1 Anc.r Typo; VII Eko Uib-.q it4'Eko Utuacan d4aca. 3t10'Eko UfOoco. 1r4'Fxo Utlrocon P AgpraGstor I Uarscon AW01-1. S."(05)8c"(05) scnm(01 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance(N}: r 2.1121 124Q- 3•ve• I- 2.77 1' 1 2-1r2' r 74101 r 0.45' a.54- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embadma.t 04, 1-314' 1.3rr f-sr4• 7111• r 1-lie 1.114' 1-114' 1-1/4' 1.114• 7-114' r 1.310• 1115• .4.. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anc.n4➢4.75'MIn.O.C.r SmnOaN or t'Jaspl cup(Fq,ta2k 380IOs 396ka 450 Wa 888168 1644 In 2101. 200 lb. 354 lbs 740 IM 374 las 6841bs 04e6a 3111. 4421bt 580165 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnCt--2.25•Mm.aC,1S1naUd(a4736s.004p To 3}: Maim 7001. 580 axi 14101. 9521. WA 560 f. WA 810 iwWA 8801. WA 692 P. 165 iba ttt08x CAPACITY(FROM THE TABLE)OF THE SELECTED nc e A .n®Lm Mn.0,0,r slenmd tar Oftel)Clip(Fig.4): esp Ws 7/001. WA WA WA WA Too 1. WA WA WA WA WA 1363168 17701. 2240 Ws MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AnCha Q r Min.O.C.t(2)2r5Atio Ops 1(Fig.5}: Isom 7602. Bao W8 IN01ba i6ea Ws Kot. -.QFU- WA 700 114 148 He 8801. 1892168 6112 fl ass 1b 11249. CAPACITY WHICH MAY BE USED TO QUALIFY e Anchone 0 3'Min.O.a 1(2)2s5 Anoin Clips r(Fp.B} 11701. 11701. 1020 Wa 23401. 2844 Ws 8}01. 810[. WA 11401be 1122 IW 13201. 1 20381. 1022 on 1321 W4 18801. ADDITIONAL ANCHOR OPTIONS FROM THE 4A.b-00.451Mi..0.A1U43ip,Nto.t25'Akfm.(Fig.7}: WA WA WA WA WA WA WA WA WA WA WA WA WA WA 71309y ANCHOR CAPACITY TABLE. 2 AnchmQ 2.25•MN.O.c/F471p TIC.eY.1 3501. 1 3SC Wa . 71 29015 Iba 470Ib3 NIA 280 1b. WA 3181. WA 11401. WA 3111. 4421. 560 t. PROOUCTR13VISED 4 Anchm a 1.IV M.O.C]F431p T10,9}; 4801. 7001. WA WA I WA I WA Sap lw WA WA I WA I WA I WA 682 W. US He 1120 I. nS complying with dw Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Cada -j 1.062 r- j 1.000" f- Ae.plan.Ne 16.10218.03 B piml D210 TABLE NOTES: 7Iy FIGURE 1: FIGURE 2- FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION htI-'17111.product • • • • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. t 1 I I I I I I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ���i .�`(1•YNN 4ft(7'�/`i • • • `"4,7S)''4iC.E61SQ `nl • • • • • • • 3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE .t�',• '•, .�t SHEETS 21-23.HOLES TO BE DRILLED 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" a.2376' 4.000• NO.50705 SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ :- FIGURE 5: FIGURE6: FIGURE 7: r.. u�--•�---^cTL;� • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND LU GROUT-FILLED CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE = {-j ( r 0 '� rI,URIOI`••• 6063-T6 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045' ,375"THICK(18 GAUGE).STRUCTURAL STEEL TO B£AT LEAST.125 THiGK AND 036.ALL ANCHORS (• •SJC1�.fj.,,t-cv\•�� ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10$#12 VX 4•X.375"-T 1'X 4•x.375" A.L4NN1 41NA-'�,P.E. ANCHORS INTO WOOD MAY BE STEEL,7e-8 S.S.OR 410 S.S. IT,-MULLION MULLION FL P.E.#58705 TABLE BA , Mullion Capacity Table (lbs/1t2) Opening Width(for l aflicaly-spemlrg mutons)or Opening Height(for hori7nrdally-spanNng mUHDns) ixX! i le SOI. Go in 701n Dot. Go in too In 1201n 1401n 160 in eX 1.26"x R4cWfWlsr TrapfTd.ng. RedengJar Tmpluana. Rectanp4lar Trap/Tdeng. Roclangular Trop/1xen0• ReclonBtlar Tm"..9. fteclangular Tieprideng. Rect.nitutar TroplTdang. Reclengtlar Trepmlarg. ReclanguW Trsp/Thmg. Ft 4 Loadng foadng Loafing Loafing LoaQ 9 LoadlnB Loading toadn9 Loading Loading Loafing L-1.9 I.oadin9 Loafing lnean9 Locoing loafing Loading 3.188"x y gg �jB Tube Mull d N LL 7�7 2 If dall4g� g z ��m 1 c S c 3 S g S S S ` 0 42 in 170.0 620 170.0 435 170.0 744 170.0 476 1711.0 IN 170.0 500 170.0 891 170.0 519 170.0 1116 17D.0 521 170.0 1240 170.0 521 170.0 1460 1 170.0 521 170.0 1735 170.0 521 161.0 1789 170.0 521 J LU [64 170.0 706 170.0 524 170.0 650 170.0 561 170.0 992 170.0 630 170.0 1137 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 age 151.8 1618 170.0 660 1327 1540 170.0 660 t16.1 1616 170.0 560 j = f 170.0 747 170.0 567 170.0 BGB 17o.0 831 170.0 1046 170.0 661 170.0 1186 170.0 723 170.0 1316 170.0 717 187.0 t488 170.0 756 139.2 1488 1711.0 7611 111.3 14118 170.0 766 111.1 1481 170.0 761 <n -a 170.0 787 170.0 612 170.0 955 17D.0 591 1704 1116 170.0 761 17MD 1275 170.0 803 163.1 1376 170.0 837 145.8 1376 170.11 856 122.3 1376 170.0 681 101.0 1770 170.0 Bet 91.7 1378 170.0 561 m O O 170.0 a65 170.0 701 170.0 1067 170.0 707 158.8 1161 170.0 878 139.0 1151 116.4 030 123.6 1158 166.9 919 111.2 1156 150.0 012 02.7 1156 144.8 905 70.4 IIW 1H.a 005 BB.S 1156 1{1.6 905 (�- W J 170.0 830 170.0 745 IW.1 1051 170.0 SW 137.2 1061 155.9 M 120.1 1051 t•420 845 108.7 1051 1]2.7 677 98.1 7051 125.7 630 80.1 1051 119.6 621 66,0 1051 110.1 621 60.0 1051 116.1 tru 0 ea In 167.1 957 170.0 758 179.3967 161.6 505 110.1 957 134.0 716 104.4 957 121.8 711 92.6 957 112.6 767 83.6 957 100.6 759 68.6 057 100.0 760 60.7 857 90.9 711 622 057 9D.D 746 Z J g m 125.7 601 135.2 WB 107.J 104 1152 604 91.9 804 101.3 671 60.4 504 DIA 560 71.5 601 84.1 550 64.4 5% 76.8 847 53.6 804 72.3 633 48.0 004 09.11 629 40.2 804 69.8 526 j Z 109.4 722 114.4 530 91.2 722 87.1 810 70.1 722 56.3 806 68.4 722 76.7 590 16.9 722 70.3 58a 61.7 722 65.6 500 45.0 722 59.5 67o 39.1 722 66.7 565 34.2 722 56.2 661 .I to 101.2 686 165.6 600 04.4 655 69.6 558 72.3 085 76.5 577 67.3 685 70.6 588 56.2 685 64,6 NO 50.6 BBS 60.1 613 43.2 685 54.3 543 38.2 665 51.4 537 31.6 656 50.7 676 65.9 515 88.0 457 61.9 515 67.5 448 47.1 515 50.1 441 41.2 615 44.7 434 35.5 51; 40.6 42a 33.0 515 37.4 422 21.5 616 37.1 413 23.5 610 30.5 407 20.6 515 20.1 401 X Q mX Zo 64.7 453 55.6 404 45.3 463 47.1 397 JB.B 153 41.0 JB1 JJ.9 433 J0.1 365 J0.2 163 JJ.O 370 27.1 461 30.4 J74 22.6 {67 26.8 300 1G.4 453 24.3 380 17.0 46] 229 358 L cD SF30.1350 39.0 31] 31.6 J66 32.8 716 A2 358 26A 313 23.6 358 232 300 212 358 22.7 701 10.1 350 20.8 700 184 J55 18.0 297 Wc7 35.1 376 35.6 JOB 20.7 3J0 30.1 701 251 378 20.1 291 220 336 27.2 29] 19.6 336 20.9 259 17.6 336 19.1 265 Z1.D 200 26.J 261 27.2 290 27.6 2140 19.0 200 10.8 250 174 290 162 257 16.1 190 10,4 249 C) N Q 0 Cl 144 In 16.1 201 fa.3 IBB d 2� Z U) In TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 AnchorCa acl Table ths ANCHOR CAP.,„„"„ m Sub,We. 2.7k 0-d. 35k Care. Hdwa CMU Fred CMU PT Wood Mtltl (DF„)%( )=ANCHOR CAP.,,, 316•Elco V4'SS Eko SIT Exo 114'53 Elco 510 Slat /N2SIoel N12 steel MULLION CAP., ,,., AnchorCllp Patterns Amnon type 318 Etco unman 114•EKousracon umen 318 Elco Unracm 114•ExoUxmcon AggoGalnr udrecon A®�tlr+ Screw lc,a)screa(Os) staw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR EogeWarce Q.) 1• 2-112- 1• 2-112' 31/8' 1• 2-U2• 1• 2-1121 r 3118' 2' 0.48• 064• 0.321 CAPACITY REQUIRED'CORRESPONDING TO AN Fm40nm1 n 1-14' ITV 1314•_ 13'1 2• I-v4• f-v4• f-114• 1.114• 1-v4' 1-v4' 2' taw• I-T vases ACTUAL PRESSURE REQUIREMENT FOR THE 2)Imhw;®4.78 Aon O.C./Slafldanla0ssel COP p191) 316 los 31D xe 4509s 890 IM 1606n 2701os 20D Ica 35119 74D Its 771 les 6fi110e 94694 3111os 442 Itis 560,Its OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amh=Q 1.15'Min O.C./6lanWrdwDMegC (Fig 2) 48091 7m 94 N/A WA NIA NIA 38096 NM WA NIA WA WA 65293 Bas 9a 1123 to CAPACITY(FROM THE TABLE)OF THE SELECTED IArclnm®YMEo-C. .O.C.1(2)As Angle C9ps1(lg,3) 780 Its 700 Me 600 lies 151699 10O616s 540lbs 5w Its NIA 7WIo6 746164 BW Dn 160290 6829s 68394 112D Its MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcron@o.45'Min.OC./U Cup,Into.128 Ak.n.IF to 4) N/A WA N/A WA N/A N/A WA NIA WA WA WA WA NIA WA 143096 CAPACITY WHICH MAY BE USED TO QUALIFY l Archdrl FCOp(Rg s) 195163 105 Its 275164 4461M 822164 13394 Vie ea iT71bs 370166 197 93 3321M 47394 170164 22119 Wim ADDITIONAL ANCHOR OPTIONS FROM THE 2 Archon 01.16'Mltc O.CIFCII (Ram 2401M 35000 NIA WA N!A NIA 100161 NIA WA NIA WA WA 041163 44219 61696 ANCHOR CAPACITY TABLE. PRO(M1CT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. m complying with ft Fltxifti ll.ildiAcmpltg Code t6-0218.03 FIGURE 1: FIGURE 2: Aco0platce No TABLE NOTES: By inp 1im Dete �bZ( • • • • 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. Minim o hahlct 511111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �`�{ LYNN' FIGURE 3: 3.188' ���.•' 5G1-N,SF '••`'P ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS is • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. (�265• - „ Nlu,58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 1 Ut GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE A\ s',17 L'U /•= 8063 TS AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND :'�i•.•'.,At GRIDI;.•'(�' .045'THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL 1.25•X 3.186•%.265^MULLION ;�• .....•• �-� • ANCHORS INTO.METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.114' MULLION) /SIS//pNn1-1�%sP. #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNP1 MiLL��i,P.E. FL REA 58705 TABLE 9A Mullion Capitally Table(lbsit17) Opening Width(for veracaly-eparWrlg mullions)oropaning Height(for hedzonlely-apamir1g m149ons) �w 506, fi0 N 701. I BO In Do b 1001. 120 in 1401. 160 in LLO 1.26%3.26 Reclan0i4r TnpTAan9 Reolangunr TrapRdeng. R-1-g ibr Tnprrdang. R Iangtil r TmprTda Real-0.1. TnpTn+ng. Recbn9uler TnpTrNn¢ Reclargvlw Tnprihng. Rx1en9.lar TraprN.& RacWwAar TrWTAeng, Loemq Loadlq loading Loodlntyty66p•• Losdkv Lm®rp 'tpG•Lmdl{yap} Loadup y4a Lwd'rW �dG Lmdni; lna6ngnn9 lned'rq L.dnnnng yt6 Lw&ry yap Loedhg zy6•LoaOBq �bi Lmdn9 LwdnnggX. u 100 Alum.Tube �g �� � �� � �@ � 0� �, �� � �T�51• O 0h� 6� �` 0 Ohm 0 0� � dip�' S� 4�Tg�1 � U� 0 p�� 0 h��' 0 �h� 0fi q�®' � O4� „�Ym t` Z Z8 2 22 2 5 Z 2 x 28 � 8 Z 2 Z S i i Z N`.m-•a� 42 b ITOD 620 170,0 435 170.01 744 1 170.0 476 170.0 0613 170.0 606 170.0 992 170.0 619 170.0 1118 170.0 621 153.3 1110 170.01 671 127.7 111/ 170.01 671 109.6 1 1118 170.0 521 95.8 ilia 170.0 521 O F 1-2 170.0 706 170.0 624 110.0 650 110.0 684 107.6 018 170.0 6.10 [.1.3 978 170.0 061 130.4 076 170.0 677 117.7 918 170.0 680 97.8 91a 170.0 660 03.6 978 170.0 800 73.3 978 170.0 680 W Vita 147 170.0 dig] 110.0 696 VOID 831 150.7 927 170.0 661 927 166.5 108 117.2 977 159.1 699 105.5 917 150.3 898 81.9 927 166.3 695 75.4 921 156.] 605 65.9 927 IS6.3 805 = _ UJ 170.0 707 170.0 612 151.5 660 170.0 601 132.6 ON 163.9 OB3 889 14/.0 669 101.0 an 134.0 660 02.7 669 120.a 654 77.3 659 120.0 652 68.2 1160 128.6 652 67.9 069 126.6 652 143.2 746 153.8 674 119.4 746 137.3 620 1@.7 748 117.6 608 746 107.0 699 79.6 746 101.0 S92 71.6 748 96.6 687 59.7 746 93.3 587 51.2 T4B 93.3 607 44.6 716 933 607 m M ~ 177.7 677 137.0 679 10].1 877 11)1 566 064 017 100.4 655 877 91.4 618 88.7 677 85.1 6]13 01.0 011 61.0r374 61.6 017 77.0 629 U.7 677 76.1 SS 78.7 077 70.7 529 U J lora 617 114.1 670 89.7 817 97.6 S19 76.9 Oil 68.3 509 617 76.3 600 59.6 017 77.6 454 63.6 017 6B,7 44.6 617 6/A 403 38.4 617 63.7 482 37.8 011 631 402 j QW. 7 182.9 516 87.1 450 69.1 fila 149 440 592 016 65.2 172 510 611.6 423 48.1 518 54.1 419 41.4 518 50.7 34.5 610 469 406 29.6 616 45.0 405 26.11 518 45.0 405 Z i p70.6 465 17.7 406 58.7 485 82.6 3SB 50.3 465 61.9 390 44.1 466 40.4 NW 39.2 463 45.3 378 35.2 455 42.7 20.4 455 78.3 381 25.2 465 35.5 361 22.0 465 30.1 30365.7 441 68.0 367 54.3 441 51.7 770 40.8 441 609 377 40.8 441 45.4 388 36.2 441 41.6 300 326 U1 38.7 27.2 441 N.9NO 739 UI 73.1 318 20.1 UI 727 316 42.4 332 43.0 1136 35.1 332 37.0 289 ]0.3 337 37.3 184 28.5 332 298 780 73.8 ]32 26.1 27a 21.2 332 24.1 17.7 332 21.] 286 16.2 377 10.6 TOT 133 332 16.7 260 C'35.0 291 36.9 260 29.1 201 30.3 266 26.0 291 26.4 267 21.9 291 23.5 246 IBA 291 21.3 2U 17.5 281 Wit 14.6 291 11.1 238 17.5 201 15.0 272 219 230 26.1 200 706 730 71.1 205 17.5 230 10.3 201 15.1 230 10.1 ISO h X"Z A� O 12.6 118 77.7 IBi ISO 716 IDA 101 10.7 21e 10.0 191 11.1 216 11.9 768 Ul N td 17.9 157 18 T 170 IL9 1137 16.3 187 W x Lo Lo O O' a � Z TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table Iba ANCHOR CAP.,,•,,,, SWeUa10: 2.7k Commie 3.6k Cmc. Na09w CMU Fiibd CMU PT NHOd Met el (pPa,)X( )=ANCHOR CAP.,,, 5118•Elm 114.88 Elm Or18•Elco 112'88 E¢. 010 Steel 912 Slee) 912 SIM MULLION CAP.,,,,,,,•„• Anchor Cllp Patterns A.t"type' 3/I0•Elm ultrecon 114'Ebo UlUmon 3110•E%o Uprate. 114•Elco Uflmzm USE THIS FORMULA TO OBTAIN THE'ANCHOR Ult-. ApomGalor Ulhmm Apge(ietor BarLw(GS)8cmv(GS) 8caw(G5) Edge Oiamme On) 1• 2.112• 1• 2-1/r 3.118• r 2-vr 1• 2aR' r 3-tre• r 0.46• 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Em6odmml M 1-L4• 1-Y4' 1-94' tan' r tan• 1-U1' 1-114• 1•+11' x114• 1-174• r tale• tare' 3eAee ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchm9CI'6•MN.O.C./Ste.derda 01WI Clip Will.tl 39D Im 390 Oa 4W lbs 89010& 164410& 270 roe 210 We 314 Ila 740 ft 3740. 6"rm 946The 3410. 4421W 5130 Ds OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhon®1.15'MN.O.C.I Slendird(a Olbe1)Clip(Fig.2). 400 Ds 700 Ns WA WA NIA WA 360 lb. WA NIA WA WA WA 6B2 I1. 885 Ili. 1120 I CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arlcilm®3' O.C./(2)2.5 An91e pips I(Fig.3} 760 be 7601W 8W Ibs 1560 lb. 1080 bs 5401m 5W lb. WA 78010 748 Ili. 600 R. iW2 Its m2 2. 130510. 1120 Ne MULLION.IT WILL YIELD A MINIMUM ANCHOR 7 Arenas®0.54'Min.O.C.f U!]4,Nb.100•Abm.(Fq.4J: WA WA WA WA N/A WA WA WA NIA WA WA WA WA WA DSO bs CAPACITY WHICH MAY BE USED TO QUALIFY 1A1chal F471p(Fq.S} 10510. 195Ib 22510. HsIDe antis 1351bo 140 Ue Ill lbe 3701bs 187lbs 332 Y. 4731bs 17401bs 2711Da 2W- ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchae 1.15'Min.O.CIFCIW Fq.B): 2/0 ma 3W Ibs WA WA WA WA 1W iDe WA N/A wA WA JA 3411W 4421os 11. ANCHOR CAPACITY TABLE. PRODUCT REVISED ru cOmply)n0 with the Florida Bni(durgcoaa 16-�Ib.o� FIGURE it FIGURE2: 1260• Acwplaoce TABLE NOTES: L+xpiruti.n D.I. QOZ I • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI Dodo Product Cao 111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��� ( LYNN�• I i�i� FIGURE 3: 3.260' \\x`0;1 .,.......�C(/,• ii ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE .,' •'��GEN 1p �I� i CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •''' �r BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, 'i:: No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G .100. 90.WOOD SHALL "=•'L) '., FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE -1 8063-T6 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND X I ' �U••�' •;\f!'` n '•.Ft.ORItiH.•,•'. .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL �• .,.•• \�.' • 1.26' X.100' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION ; r�E \:1•� #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.L-NN:MILL,Eh'P.E. FL P.E.#58705 TABLE 10A _ Mullion Capacity Table(IheRt1) Nx R Opening Width(forv9Aicol"panning millions)orOpening Haight(for horizonla"penoing mullions) so In 601n 701n so In 90 i1 100 in 120 in 110 n 160 in y� a ¢Y o 116%]26 Rxtangulu Trapmian9. Recrarlgiu Tnp!)dang. RectanWlu irapRdan9 RICINWIar Tre3JIdanD. RanariWlar Tiepl7danp. RSian9Ju TroplTdang. Ra<larpuhr TreplTdanp R4Uenpulu TrapRdanp. Reclugoln TrayTrianp. d 0 Looting LoadingLaad Loading lead' LoadingU"m Load Loa Loa Lade Load' L.&SN LoaJn Loading Wdin9 Loading Load' X.024 9 9 oq M ding adq 0 rp 0 0 0 n0 AIUM MUlllonb0 .§ .�� �� 58 �,. � '@ ,. .. .B �.. ,. E �,. 5... E,. .E �.. •8 .S P ;y .�� '- d ? g@ a �A a �aA, a �� � a� e� 3 �� a :e a �� � $fi � �� � &g � 3� �t eg � 9� � 6� � Q� � �� C4 �gg s a u Is s �k �� as R as fa R a � fa 1� -a ie. 1a I� � Q is f f� as d as sA as h �a &A as s� as 5 as zz hyo 421n WILD 520 170.0 435 170.0 744 170.0 478 170.0 860 170.0 S06 1100 992 170.0 619 170.0 1116 170.0 521 170.0 1240 1700 671 170.0 1488 110.0 621 110.0 1735 1700 521 170.0 Ism 170.0 621 481. 170.0 708 1TO.0 524 170.0 850 170.0 581 170.0 992 170.0 610 110.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 110.0 SOO 170.0 1700 1700 6110 159.7 1979 IND 680 146.6 1919 170.0 MO J W 50.626 n 170.0 747 110.0 567 170.0 096 170.0 6]1 170.0 1016 170.0 681 170.0 1195 H0.0 123 170.0 1315 170.0 1!i 170.0 1491 170.0 765 170.0 1797 1711.0 766 152.5 1177 170.0 766 133.5 1017 170.0 766 ^2 54 In 1TO.D 791 170.0 612 170.0 956 170.0 591 170.0 1116 170.0 764 170.0 1276 110.0 807 170.0 1131 170.0 971 111) 1591 1100 8511 156A 1769 170.0 961 134.1 1159 110.0 061 1tT.3 1759 170.0 561 LL 0 � m 601. 170.0 BB5 110.0 701 170.0 1063 110.0 791 170.0 1210 170.0 1170 170.0 1117 170.0 911 151.1 1511 170.D 996 145.0 1511 170.0 1033 120.0 IOU 170.0 1D57 1016 1611 1100 1067 90.6 1511 170.0 1063 {_•• U co U) 67 in 110.0 930 170.0 745 110.0 1116 110.0 060 170.0 1302 170.0 940 166.6 1110 Vag 1016 1391 1770 170.0 1075 125.3 1710 164.0 1002 1D1./ 1370 165.9 1072 99.5 1770 165.3 101D 78.7 1370 165.3 1010 W 661. 170.0 971 170.0 1119 170.0 1169 WILD 907 1SSA INS 170.0 1002 1352 1248 158.6 1013 121.1 INS 147.1 1000 IWO INS 139.0 989 90.5 124B 130.4 971 77.6 1218 129.0 975 68.1 1748 129.0 976 Z U)i m � 72 in 167.6 1049 170.0 9111 139.9 1049 150.2 892 119.9 1049 132.1 115 104.9 1019 119.1 860 971 1D40 109.7 548 87.9 1049 102.7 8311 69.9 1049 91.3 825 59.9 1D49 91.2 020 62A INS 91.1 020 � �¢ 76 in 142.7 941 149.1 On 118.9 941 126.8 805 101.9 011 111.2 791 B9.2 941 100.0 771 79.3 911 91.1 766 TiA Ni 86.5 757 59.5 941 77.6 7N 61.0 911 1{.0 737 11.6 911 7J.] 73fi 78 in 01.0 891 UT.6 711] 110.0 694 118.9 767 911 1191 102.4 763 02.6 886 91.11 740 17.3 891 &.1 770 66.0 891 78.7 721 65.0 891 70.7 707 11.1 1191 61.0 101 11.3 991 66.1 6911 Q 117 S r 901. 8S.9 611 OCT 696 11.6 671 74.9 585 61.4 671 66.3 516 53.7 671 58.2 566 47.7 671 62.9 668 47.0 671 /11.5 551 318 571 43.1 639 30.7 671 39.7 531 26.9 611 37.9 526 Z � Q N � 961n 70.0 590 124 627 59.0 690 61.1 519 60.1 590 514 609 44.3 590 47.6 602 39.3 590 43.D 494 35.4 590 39.6 458 29.5 690 31.7 477 26.3 690 31.6 469 2Zt 00 29.0 161 X Z DD..0 1051n 49.7 466 60.11 421 /t.a 166 475 114 ]S.fi 166 A2. 31.t1411 ]7.9 102 21.6 466 29.7 790 24.9 166 27.1 391 20.1 166 23.6 382 11.0 166 21.7 315 15.5 166 19.6 770 411 N ao°ice 1111. 15.11 111 16.1 100 ]0.2 411 39.3 793 32.7 Ni 18. 30.2 3112 21A 111 211 316 22.9 N1 21.9 3T! 18.1 141 21.6 367 16.1 N1 19.3 356 11.7 Nt 17.1 351 LU M 1201. 367 3711 38.9 711 30.2 3IB ]t.5 339 25.9 3r5 22. 23.7 719 20.1 374 21.3 326 111.1 378 19.5 321 15.1 778 16.7 ]14 X LLT 141 in 2LO 262 212 242 175 262 17.6 239 15.0 262 (,) N Q O O TABLE 10B Z CL's- 5•.� In ANCHOR CAPACITY ADJUSTMENT FORMULA: g � AnchorCepaNly Table fibs) SunNmla 2.7k Macrae 35kCAW. h00owcmu FOIecICMU PTW000 Mid ANCHOR CAP.,,,,,,„, (OP„)X( )=ANCHOR CAP.,,. Ute Elco V4'SS Elco Nle Elco N4'SS Elco 010 Sled /N2 Sled #12 SteN MULLION Anchor Cllp Pettem■ Mctp Type 31111 Elco ulrcm U4'EkoUArdcon UDscm 3116'EltoWmOn 1/4'Exo USfecon AgWe6io7 U9recm AggmGulOr Screw GO)Scfa'(Gs) Saar l (off USE THIS FORMULA TO OBTAIN THEANCHOR Ede Glslame n) 1' 2-117 1' 2-1)z 3.118' V 2-v2' V 2-U2' 2' 3.11r r 0.48' 0.51' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embeanml OniV4m 1-314' 1311' 1314• 2' 1-04' 1-V4' 1.1/4• 1-1/4' 1.114' 1-114' 2 1-9/0' tyr votes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancror9®4.711 Mtn O.C.!Slardam m02sel CUP(Fla iy 390 Ds 390 Ina 450 IDS ODO ms 1611 IDS 270 Ds 280 8a 366 On 740Ib 374 m9 �WA tri 016 Me SN Ibs 412109 660 ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arcnus�f.ls•Mln o.c Tslatmm(tr ClaeO Glp OID 2y /90 D3 7009s N/A wA NIA NIA 3801m NIA WA NTA wA flea BaCAPACITY(FROM THE TABLE)OF THE SELECTED 4ArxtSxs®7Min.O.C.1112c5Argle Clp9/(Fill 9y TBD De 780 R0 6801DS 15110 Ilo 1B981bs 540 m3 6W D9 N/A 760IDa 14Bm9 m te92n. 11209n MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arcrors®0.54'Z.O.C.l U4:IIp,Inlo.f3e Akm.(Fq/) NIA WA NW WA N!A NIA WA N/A WA NIA A WA950x11CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arcrorl Fl:tlp(RB 6) 1116ms1113 Oa 275 Ds N5 Dt 622100 135 Ds 140 on 177 Ds 3701b11111 Ds mt na ins vo Ds 221 IDa aeo 1111 ADDITIONAL ANCHOR OPTIONS FROM THE 2Arcro6®1.111 Mln O.CIFLY D 6) 210 Ds afA 911 NU WA N/A N/A IDD Ya N/A WA NIA WA WA 311 IDs 412 D6 F<Olbs ANCHOR CAPACITY TABLE, 11RO0)UCT REVISED m complying with dw FlblidA IluFA.i pteCodo mw No i6-e)w$,6 FIGURE t: FIGURE 2: TABLE NOTES: 1.250' Exlimtion Dade 9021 • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION By 1 • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 7•'11ain Dade hodud t111111)l/ , FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ;�`' 1.1(1; .'``• tcLNS� .. Q ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.261, \• CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 6•' BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. I•la.Gt)/0:) IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND G• Il','_� GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE G: FIGURE 8: 26 4' BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE7'• I Tl? - 6063.76 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND _L ;J�• r.1uft1oH..•' • • .D45-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL '.,��S •••• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.624' #10 61112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYNNIMILL&,P.E. L� FL P.E.#58705 TABLE 11A Mullion Capacity Table Oba77t'9 Opening Wdth(furvedica"pefulnOmOliom)crOPaning Hel4ht(brharizmteayspanMrg mU60rs) 601. 60 in 703 80 in 90 in 100 in 119 in 140 in 16D in $yJ o flxlsngotar Tr*rA.,S. Rsda0gular Tnprrds.. RadewA TrWrdsag, Reeim2,4e TrWTdmg, Rsdan01a4 T,.wTw09. Rs¢ta+gdar TnWrtiang. Redsngoisr Ttsprini w. Radon War Tn nn Nag"j., Tia a A 126 x 43. L.Wng Loafing Loading Loadng Loading Loadng Loaa.0 Luedog Lwd'ag Loading LOadn9 43444108 Loading Lasding LosdiV Loading UW g Lo ding a. x.624442 Alum,Tube Tom. �' .. .F L �.-. 'E .. .S .fi.. '� ,. '8 9 H � '8 •B..» � 5.. $.-. '� �' w .-. 9., Ga Mullen IL ��. t �RZ F $• g e a U € Lv s o 42m 110.0 621 170.0 435 110.0 744 170.0 478 170.0 868 1170.0 606 170,0 992 1 170.0 519 1100 016 170.0 521 170:0 1249 1170.01 621 110.0 14881 110.0 621 1 178.0 1736 170-0 $21 170.0 1983 170.0 621 j 40 in 110.0 788 170.0 524 1710 650 INA 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1216 170.0 677 170.0 1411 1 170.0 1 680 170.0 1700 170.0 1 660 1 170.0 1983 170.01 680 170.0 1297 110.0 680 50.625 in 110.01 741 3700 563 170.0 696 170.0 831 170.0 1046 1701 684 170.6 tin 110.0723 1104 1345 170.0 747 178.0 1494 1700 756 170.0 1193 t1O.0 766 1170.0 2872 170h 756 170.0 2391 170.0 766 2`9 173 641n 110.0 797 170,0 512 110.0 956 170.0 691 110.0 1116 00.0 164 I 000 1116 170.0 1 003 1110.0 1434 170.0 831 170.0 1694 170,0 866 170.0 1913 110.0 661 110.0 2231 1100 551 160.2 2403 170.0 061 w �S d 60 In 110.0 805 170.0 701 170.0 1063 1101 191 170.0 1240 170.0 878 INA 1411 110.0 044 170.0 1594 110.0 990 170.0 1171 170.0 1033 1701 2126 110.0 1063 00.3 2163 170.0 1083 129.6 2153 90.0 1063 c) (n gg 63 in 110.0 930 170.0 746 Ins 1116 1700 ate 910.0 1302 1104 910 90.0 1480 110.0 1015 110.0 1673 110.0 1076 170.0 1059 1101 1122 1569 2060 170.0 1169 1345 2069 170.0 1171 117.7 7060 170.0 1171 TA 661, 110.0 974 110.0 169 1700 1169 110.0 903 170.0 1344 170.0 1002 110.0 1665 170.0 1096 170.0 1753 110.0 1155 170.0 1940 170.0 1210 1430 1966 1700 1216 122.5 1966 110.0 Me 107.2 1166 t70.o 1266 u >; 12 in 110.0 1063 170.0 978 1700 1275 170.0 1009 1704 iiia 170.0 1128 170,0 1709 110.0 1228 i5J.1 1731r3%1 1315 136.1 1734 169A 1386 1166 1734 1569 1364 99.1 034 t60A 1352 06.T 1734 150.2 1352 Z J . s7 s 16 In 110.0 1122 170.0 937 170.0 1346 170,0 1060 168.5 15% 1100 1209 141A ISM 165.2 1285 131.1 1556 1266 it1.9 1556 t4 L3 1261 983 1658 120.3 1229 042 1665 122.3 1219 73.7 1656 121.2 1216 78In 170.0 1161 170.0 961 170.0 1301 110,0 1118 155.0 1411 169.3 1246 136.4 1471 152.0 1224 121.2 1477 1206 INA 1417 129.6 1191 90.9 1477 116.9 1169 71.9 1417 110.8 1156 68.2 1471 109.3 1164 � a .Y-• �. win 142.0 1110 146.5 996 IIIA 1110 123.9 So 101.6 1110 107.9 951 68.8 1110 963 936 781 1110 922 71.0 1110 80,1 910 593 11 t0 71.3 891 50.7 1110 65.6 ate "A 1110 523 078 t c Q 96 in 117.0 975 120.3 072 97.6 976 101.6 866 03A 916 80.3 342 732 976 70.5 529 65.0 976 917 606 976 65.4 807 48.8 916 61A 189 34.8 915 622 775 366 975 19.3 767 ia� x Z 00 Q IDS in 82.2 771 84.0 698 68.6 771 70.1 605 68.7 771 61.3 674 61A 711 64.3 664 457 171 666 41.1 771 A.9 647 341 171 38.9 032 29.4 711 35.0 621 26.7 771 32A 512 4'n 111 is 15.7 730 17.3 661 63.1 130 650 650 61.1 730 50.3 640 41.3 730 49.9 671 42.1 730822 37.9 730 41.! 614 31.6 730 36.6 603 21.0 730 31.9 589 21.7 730 294 681 12013 59.9 624 61.0 569 19.8 624 61.2 660 411 621 14.3 657 37.5 621 39.2 641 33.3 1 624 39.3 537 38.0 624 32.2 631 15,0 624 21.7 619 210 bL 21.6 509 16.1 6'21 22.6 501 x N 1173 34.7 433 35140020.9 433 240 395 14.8 133 264 390 21.7 433 22.1 385 19.3 433 20.0 3fii 17.3 433 182 316 Q C4 Q O ZmQ (1)TABLE 118 AnehorCapaalty Table(Ihs) ANCHOR CAPACITY ADJUSTMENT FORMULA: a s0strote 27x CoaMe 36x Con.I Hollow emu Flow CMU PTWmd MAA (DF;,,)X(ANCHORCAP.,,,_,•,).ANCHOR CAP.,,, 91 Nxhw lips 0110'Elco 114'38 Ek 0 VIV Eke Irr 36 Elco 810 Syed 012&Sac! 4112 Steel MULL ION CAP.,,,,,,,,, AnchorCllp Pattem0 16'Of°gy m u4'EkOUanKOn 11", &14'Elco Lamm ur Ek0U8racm AggteGgo UNWan AggMO9cr Scm1.(r25)Sct"Ir) 3t(-(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR EOge C4slarce0n3 12-112 r 2.117 SLB' r 2.117 i' 2.112' 7 airs 7 0.48' 664' 0.32r CAPACITY REQUIRED'CORRESPONDING TOAN Emeeernen! n 1-W4" I'T 14114' ta'r r 1.114' 1-11,4' 1-114' 1-1/4' 1414' Mir 2' 13'a' 14416• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anton O 4476'Min 0•C,I SIanda i 4'r Met cap 018 ly 34p IDs Sm 9x 450 Ws 600 ka 1644 IM 270 Ws 280 Ibs 354 be 740116 374 232 664 Ins 066 to 341105 442 A3 560 BOB OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnhmiQ 1.16*M810.C.I Stm4.d(af OUset) (RI,2) 480 Rn 700 is NIA WA RIA Na 380 JOB NIA WA NIA WA WA 662 Mn am me 112306 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMtWS@TMIn O.C.I(2)2r6Arple Ceps/(Rg 3) 700Ds 700 W3 6g01b2 1500161 180693 54Dm1 66095 NIA 760 ILS 746 os bill,1ta 1092[to 6821Ds ees tab 1123 to$ MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AMm6@OSPMln.O.C.tUC4,iN0.10PAtunt Tlg 41 MIA WA NIA WA NIA NIA WA NIA WA RA WA WA WA WA 126706 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Aremrl FCep(Hp 5} 1061be 106 Me ?aA los 5M Sibs 135102 1401hs 177 Ws 370I1a 187lbs 334116 4731be 170772 221 Be ago On ADDITIONAL ANCHOR OPTIONS FROM THE 2Ania31.15'Mtn O.C1F 247142 3WIta N'A WA ,,A HIA 190 Ra NIA WA N7A Wa WA 361 ms 492�9 660129 ANCHOR CAPACITY TABLE. PRODUCT REVISED a3 complying with Iha Flaft FIGURE I: FIGURE 2: 1.260' Building , TABLE NOTES: Aces ti(o.p%18,.0 . • Bxpim'wsDate 202) 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mi Doda Product •41111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94" r''\ •�}t=eNSP'•., CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS i BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ;40,59705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ,�^'^�,,G FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �) •• 1)pit 1 '• 1;(n L p: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �C! Cl•',. 6083-TS AND BEAMINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 624•.046'THICK(18 GAUGE).STRUCTURAL STEEL �,'•,!�LOH1(71`,.•' + ANCHORS INTO METAL SHALL EXTEND ATEAST 3 SCREW THREADS BEYOND TCK AND HE MATERIAL ()1/��-J �"0� 410 ANCHORS INTO WOOD MAY BE STEEL,1&S 18 -OR 410 S.S. 1.25'X 3.94'X.624' A.LYNNIM)ILk RE, MULLION FL P.E.#58705 TABLE 12A Mullion Capacity Table lbse o EN t Opening Width(for vencaly-sparB4rg mullons)or Opening Helght(for horizoda9y-sperva rig minions) 501. 601. 701. 60 In Bd In 1001. 1201. 1461. feel. �« Reclmrpul-1 Tmp7Tdev. Rset-odu Treprtdenp. R"Impular TreplTdmp. ReclanlpW T.WITA4 Rt-VA. Tra den. Reclined.M• 9A WT p "ne, TrelJTA•np. R wditlN Tr•p/TAenp. Ractad.9 7Lwdnnp. Re."'vr Tfap7TAen9- O 2 X 4 X.20 fnadn9 t-00410 100400 Lom6n9 lnadrq Londrp 1904170 teedsig taadny toadny tadn8 tcadrrD 1.00400 t.aadry taadnp tondnp tna4N@ tuadns o Alum.Tube . a MullionLO Tikall IT �' � � �' �• � �" �Y 11 TI ,, 1!TH, i i 1 I H 11 ]1 '- (0 421. 170.0 020 1700 435 170.0 74, 170.0 476 170.0 1 ase 170.0 500 170.0 992 170.0 519 170.0 the 170.0 621 170.0 1240 170.0 621 170.0 1488t 170.0 321 110.0 1173 170,0 621 170.0 1983 170.0 621 Z 481. 170.0 708 170,0 524 170.0 060 170.0 b6 170.0 992 170.0 630 170.01 1135 170,4 801 1700 1276 170.0 077 170.4 1477 170.0 680 770.0 5700 170.0 600 170.0 1883 570.0 880170.0 7187 570.0 886 J 111 50.8231n 170.0 717 110.0 663 170.0 098 170.0 631 170.0 1018 1170.0 884 170.0 1183 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 758 170.0 1783 170.0 768 170.0 1082 470.0 768 170.0 7781 170.0 768 x 641. 170.0 787 170.0 612 170.0 950 170.0 801 179.0 1118 170.0 TSI 170.0 1271! 170.0 BO] 170,0 1134 170.0 837 170.0 1691 170.0 856 1700 1013 170.0 601 170.0 2231 f70.0 661 170.0 2660 170.0 061 W Q 60 in 170.0 065 170.0 701 1700 1003 170.0 707 170.0 1240 170.0 878 170.0 1417 1700 044 170.0 1694 170.0 908 170.0 1777 170,0 1033 170.0 2125 770.0 1483 170.0 2479 $70.0 !OB] 1601 2630 1700 1083 m O ~ m 631n 170.0 870 110.0 745 170.0 1110 170.0 850 170.0 1302 170,0 910 170.0 1480 110.0 1015 170.0 1077 170.0 1070 170.0 /BSB 170.0 1122 170.0 2271 170.0 1189 160,7 2657 170.0 1171 145.8 2553 170.0 691. 170.0 871 170.0 780 170.0 HOB 170.0 953 170.0 1384 170.0 1002 170.0 1556 170.0 1068 170.0 1763 170,0 1165 170.0 1946 170.0 1210 t70,0 2338 170.0 1276 1519 2437 i70.0 1260 532.9 2437 170.0 1288 7231 170.0 1063 170.0 878 170.9 1275 170.0 1009 770.0 5186 170.0 1128 174.0 1700 170.0 1220 1101 1913 170.0 1316 170.0 2125 170.0 1387 145.6 2184 USX 1408 1248 2184 170.0 1529 1092 21U 170.0 15" ? U) m 761. 170.0 1122 170.0 9]7 170.0 1346 170.0 1080 170.0 1570 170.0 1200 170,0 1794 170,0 1]22 166.1 1980 170.0 1421 140.0 IND 170.0 1653 123.6 1900 161.8 166 106.1 1960 164,0 1535 92.9 1980 1617 1531 � LU p �x CL -To 1-.- 170.0 1165 170,0 967 170.0 1361 570.0 itID 170.0 5811 170.0 1260 170.0 1842 170.0 1389 162.7 1881 170.0 1471 137.4 1681 163.1 1600 114.5 18ai 147.3 1473 96.2 1861 134.6 1469 85.0 feet 137.8 146 bb 901. 174,0 1328 170.0 7144 149.1 1196 1506 1219 127.8 1398 138.0 1198 151.8 1398 121.3 7179 981 1398 HA2 1162 09.5 1398 101.6 1147 74,6 1188 894 1122 811 1398 827 1105 53.9 1398 784 1088 F J r r Q � -< N Q 961. 117.1 1229 161.6 1088 122,8 1220 1274 1078 706.3 1220 111.2 1081 90.. 1220 98.0 101. 81.9 1229 69.0 1028 73,7 1220 B2{ 1018 01.4 1210 72.2 893 62.7 1229 83,6 877 40.1 7228 67.1 067 }- S.?, O 1081. 703.6 975 106.8 077 88.3 971 891 082 74.0 971 T7,2 819 64.7 871 0.8,{ 837 67.3 tit 01,6 826 $1.8 971 506 816 43.1 971 49.0 786 37.0 971 44.0 782 324 971 401 Tit in N g o e- itf N PSA PI@ 97.1 832 70.6 919 819 819 86.1 919 70.9 898 69. 919 a29 704 51D PiP 36.7 784 47.7 919 51.6 774 397 919 44.6 7be 34.1 919 402 742 29.8 919 37.1 732 F uS 1201. 76.6 760 78.8 718 82.9 780 81.6 705 b3A 188 53.0 695 47.2 780 49.4 658 41.8 780 44.4 077 37.7 788 40.5 868 31,0 786 34,9 651 27A 756 31.0 641 210 766 28.4 Oat IY x N V 544 t0 43.7 6/$ 44,1 504 38.4 648 37.9 498 31.2 618 ]7.9 491 27.3 646 292 485 24.3 618 28.3 479 21.15 610 22.0 474 to 648 18.6 464 We 346 17.2 455 t1.T bop 16.6 416 X TABLE 128 Q N O O ANCHOR CAPACITY ADJUSTMENT FORMULA: n Z m U) AnehorCr acl Table 169) �' O s- 6wsttate 27K Corcrtle a58CaX. 1tdW8 cmu ANCHORCAP.,,,:: ao� FacedcMu PT3v003 Md81 (DP)X� ,=ANCHOR CAP... Ancta TYPO 916'Elco UOrecon 1/4,EXo Ull-on 501E Elco We-Fico Unrttm 1l4'E 0U0racon 114•SBEko 5t16•Eko 6M SS Etco 91061ed 912StM 912 Stat MULLION CAP" ,,,,, 88 Anchor Ctlp pattema unruon Appredal r Ullwan AligmU r scree(C5)screw 1A Screw(G5) USE THIS FORMULA TO OBTAIN THE`ANCHOR Edge pslme pn) 1• 2-vr i'--T 2 V 3-116• r 2•Vr r 2-vr 2• 3-t$ r 0.46• a6M 0.321 CAPACITY REQUIRED'CORRESPONDING TO AN EA,beantbt pn 1.074" 13tH 7314' 13'4' r r-V4' 1.774, 1414' 1-v4, 1-v4, 1.114, r tab• tae• volae ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancho"4.7YMin O.C.7 Sladard 9r 02.1 cop 1Flp.tae) 396lbs 390106 450 ws ago ma 1644 lbs 27abs 2801ts 35476: 740110 3T4ffi 1554 iffi 9181ce Sat bs 4+z 1ffi 58804, OPENING,WHEN IT IS LOWER THAN THE MULLION O ArtMas®T.re•MIrt O.C.791rKlvd(a t7teal)plp 11799)' 7401bs 740 D9 610 bs 1455 ft 1424 ba NIA 15600: NIA 695168 WA 580 ms WA 68291: OBSae 712O106 CAPACITY(FROM THE TABLE)OF THE SELECTED 6Alsisas®1.71.4,81 o.0 I slarxm(a txaegclp 1779 4) 6e6 b: O:n 744 f W t9a6Iffi NIA WA 705lbs NIA 7991tn WA WA WA 102210: 1921 bs taw b$ MULLION,IT WILL YIELD A MINIMUM ANCHOR 4Am r,0 •MIn.O.C./(2)a�6Arple Caps l{Rp ay 780lbs 7 680lbs 1660163 loos Ips CUDISS3 a611m NIA 760 Its 740 IM 850 bs 159216$ 532W 985106 1120 Os CAPACITY WHICH MAY BE USED TO QUALIFY sAMt,o 03•Mh.O.C.IM:,SAIpNCap/MB 6y 1.006: i1701be I=ibs zt491o$ 26m los a 94p0 WA Hoa Ih$ 1 112216: 132D IDS 29:6" 1622 its 1327 Ps 168D Us ADDITIONAL ANCHOR OPTIONS FROM THE 3AMhmQ 1.34-Min.O.C.I UCip,,Ntc,125'Alum."4 NIA WA NU WA INA NU WA NA WA I NIA WA WA NIA WA 073 ANCHOR CAPACITY TABLE. 6Am2n40064•MIn O,C,luCBp,into J27 A4m.ft Air NIA WA NIA WA WA NU WA NIA WA NIA WA WA NIA WA 21 90. PRc+OUCT REYlSED 2 Anclnrs®268•MIn O.C1 FCap(FID By 370 Ws 970103 315®s 743 ft 712 b3 NIA 280 b$ NIA 348 Ins NIA 4409. WA 371 bs 4.1 M Me Z us mmplyittg tvidt Ow F1t111d>, 3AreMs0l.7t'Min.O.CIF{Sp( .toy 443 ins 62.5 ita 378 Hs 073 ms MIA NIA 353 the NIA neolffi NIA WA WA 6114, 111411: 849 R6 UolldurgCade tbro�)�•p NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. A-ptw No -s bCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Eatpircd a Dat$] 'y,' 9AR) FIGURE 7: FIGURE 2: FIGURE 3: FIGURE 4: gy i - ;��i• • • • ♦ s • + TABLE NOTES: -2.000' limn Dade Product CoOts♦T{ 1i 1 it 1777177 ttttV//// • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR • r • • • GENERAL INSTALLATION METHODS. �.��%AIX ••-••••.ltylze ��rl >��.• tyceNs� •.Fp FIGURE 5: FIGURE 8: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `t'•' ..,rr r • • • 250. 4.000" tdu 36705 . • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSiONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN ',:: THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE /J • • LOCATIONS. �.•ty•c"` NN �p ,!;.1Z, FIGURE 7: FIGURE S: FIGURE 9: FIGURE 50: ANGLE CLIP 4)SUBSTRATES:CONC " S•T�IE.OF �!I RETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILED CONCRETE BLOCK UNIT '.(�� • .• • • CMUPRESSURE-TREATED ;`n •.FLaRiai;•••, 7•:' a (FIGURES S E (CMU) CONFORM 3-ASTM BE WOOD SHALL 12 EELSYELLOW SOUTHERN PINE WITH AN SG OF 0.55.( j .....•• ` MUST BE USED ALUMINUM SHALL BE SOS3-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33.01.0.046'THICK 18 2'X 4'X,25V*4,611.101. �I�51�'��)yi�l-•r��1�� IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW LUR, ♦ THREADS BEYOND THE MATERIAL,#10 ANCHORS INTO WOOD MAYBE STEEL,1&S S.S.OR 410 S.S. A.LYNN M)LLER,P.E. FL P.E-#58705 TABLE 13A Mullion Ca eo Table lbefie •sn Opening Width(for venlca1*gpamirg Ilons)or Oponing H•iOf(for horizwoot-spemirg mwons) 8 qa SR in 60X1 78M 60h }2�} " 80 to 100 to f20In i401n took �~� e( Reclnepff heplTllang. Rectangular TmpRtlarq. Raclenguler 7ro1✓Tderg. Raslongllar TmplTdeng. Ractengular Meprtaan0. RBGI011Qdar Tfap7fdaag Racl4nmi. Tf*Taoog• Roctengulor Tiapads.0 Raclmpulm Trepr7deng. O 2 x 6 x.25 Loadlnp toadlq Loadn9 Loafing Loadng Laadno Loading Loadng La.** Landing Loadnif Loading Lowing Loodld Loading loadnp Lowing Loading 4 Alum.Tut:e I a 1.1i g 1 51 ggpp.. IV Ll qMuUto � � �" Q� � s7�, I!T113 Tfl, II f�, f ��,Tli� � �� � �� �Y d. If! CQ 1;' 1 1- �I- ff I 1 421n 170.0 620 170.0 176 170.q 741 170.0 478 170.0 688 110.0 506 170.0 P92 170.0 619 170.0 1116 170.0 527 170.0 1240 170.0 521 170.0 1488 170.0 621 171X0 173[7 174.0 521 170.0 1883 170.0 521 O h 46 in 170.0 705 170.0 524 170,0 850 770.0 561 110.0 992 770.0 0.30 170.0 7133 170.0 eat f70.0 t275 170,0 077 170,0 1417 into ON 170.0 1700 170,0 880 170,0 I9tl3 170.0 660 170.0 7267 170.0 e60 _J UL 50.52520 170.0 741 770.0 56} 170.0 898 130.0 63! 170.0 1048 770.6 8@4 574.0 1595 170.0 723 170.0 1345 (71X0 747 170.0 5444 570.0 758 570.0 1793 570.0 758 iTOA 2092 770.0 756 170.0 2391 770.0 758 �. {_ 54 in 170.0 797 Woo 512 170,0 950 170.0 Bel 170.0 1116 170.0 754 90.0 1275 170.0 863 I7Q0 1434 170.0 877 170.0 1504 170.0 056 170.0 1813 170.4 B6t 170.0 7231 170.0 661 170.0 1550 170.0 561 W O O 601n 170.0 565 170.0 701 170,0 1003 170.0 797 1]0.0 1240 170.4 878 170.0 7417 t7DA 941 170.4 15W 170.0 696 170.0 I7J1 va.a 1033 170.0 2125 170.0 1083 774,6 2{7B 170.0 YOe3 170.0 25]3 770.0 1003 ca 4`0'0 7p N 631. 170.0 830 170.0 745 170.0 5116 539.6 8$R 170.0 7302 170.0 840 170.0 1466 17x.0 1025 570.0 7873 170.0 1078 170.0 1558 170.0 1772 571X0 7231 770.0 1100 170.0 260] 170.0 1171 170.0 2976 170.0 7171 _J..7 8641 170.0 974 170.tl 788 170.0 7189 170.0 803 170.0 73& 170.0 1002 170.0 Ib58 170.0 1088 170.0 1753 I7D.0 1155 170.0 1916 170.0 1210 170.0 2338 170.0 1275 170.0-1-2727-1_170.011_238 170.0 3117 170.0 1268 m 721,3 170.0 10(73 770.0 078 770.0 7275 170,0 100.0 170.0 1466 178.0 It28 170.0 1700 170.0 1210 170.0 1913 170.0 1315 170.0 2725 {70.0 7387 170.0 7550 170.q 1488 170,0 2Wb 170.0 1629 770.0 3100 170.0 1530 d Z 3 780 170.0 1122 170.0 937 770.0 1346 770,0 1080 170.0 1570 770.0 1209 170,0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1545 170.0 2892 170.0 1629 1la.a 3140 170.0 1684 170.6 3589 1743! 7705Ul LU i f ]filo 170.0 1151 170.0 BB7 770.0 1781 170.0 1116 170.0 1611 170.0 1250 170.0 1542 170,0 1380 170,0 2072 134.0 1474 170.0 2702 170.0 1584 170.0 2787 170,0 1700 1700 3723 170.0 1771 770.0 3863 110.0 1796 ¢ 800 170.4 5328 770.0 ISN 170.0 1584 174.0 1326 570.0 1859 770.6 1498 570,8 2176 770.0 1853 170.0 2391 170.0 1]43 170.0 2858 170.0 1910 170.0 3}88 170,0 2126 156.0 3453 170.0 2273 739.5 3413 170.0 2301 Z 031h 170.9 1417 174.0 1237 170.0 1700 170.0 1434 170.0 1903 lOt= 179.0 2287 570.0 1794 IlO.a 2550 170.0 1852 170.4 2833 174.0 2485 760.0 3149 170.0 1336 137.5 3190 1069 2470 120.0 3589 158.1 2428 Fa-. Z a Ln LO 1061,3 170.0 1501 170.0 HO9 170.0 1913 170.0 1817 170.0 22]1 170.0 1530 170,0 2078 1849 2761 1700 7271 748.3 2181 161.0 2373 123.9 2161 140.4 2381 108.8 2701 125.9 2234 92,7 2751 110.0 21 DO Ntiito 170.0 1838 1700 1454 1784 1988 1700 7700 170.0 2293 776.0 2025 170,0 21;4 151.6 2632 162.3 2246 138.6 2832 146.4 2218 513.8 2832 128.4 2le8 97.8 2632 if5A 2128 8S.4 2532 1003 2008 LUx12041 170.91771 170.0 1588 170.0 2125 170.0 7639 1544 2252 135.! 2252 741.4 1984 120,7 2252 137.2 1930 108.1 2252 110.1 1915 90.1 7262 99.8 1872 71.2 7152 989 783@ 876 2152 81.4 1800 ' N 7NIn 125.1 (581 126.8 IN5 104.3 1}84 105.1 1425 89A 1501 762 1561 80.7 1200 09.5 1581 72.3 1333 82.8 1584 85.7 1358 821 15(44 56,0 1330 41.7' 1684 48.2 1305 38,1 1501 44.4 1283 U C4 Q Z TABLE 136 NA1-!!OR:APACITY ADJUSTMENT FORMULA: m0.SU AncharCa act Table!bb a 6u6cimta'. 275 Co1crote 3.5kCORO. tion-CMU Ff9edCMU PT Wood MetarOF;,, ANCHOR CAP,•„•, ( )X t >=ANCHOR CAP.,,, L '0 3118•Etc* 1M'SS Eko 5178'Elco 111'63 Eko •10 9ko1 412816.1 02 Sind MULLION CAP.,,,,,,., Maar Type: 3118•Eko UOracan 714'Eko UlUaoan 3/76'Eko Ul9ecart 154'21'.Ulbaoon ARChpTCiipPetteme L41- APgrocator UHMCM ApOraGatar Scr (GS)S-(GS) 8cte toy) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge pamroe(n) f• 2.17 17: 2-1@' 3-116• r 2.1/1 r x•fa• r a-ve• r D.4a• 0.54• Pau• CAPACITY REQUIRED"CORRESPONDING TO AN EmbadnmS Sint. t-374' 1.311' 1314• !•314' a 7-i14' 7-174• 7-114' t-i/4• 1.11;' I-im r 1318• S.vB' .do4 ACTUAL PRESSURE REQUIREMENT FOR THE 2 AIlcJim 4.16•MIn.O.6.I&Iandalda Ofbetlp(Fig-127 390 ma 30004 4500, 69004 164406 270 ba 2801w 3510. 7401. 77416 BN lbs BIe IDa 411167 412161 280166 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 4J i.e8'Min.QC,lS7aMard{oro65e0 Clip{Ftp,37 7898u 789 Sha 900766 1780lb3 3232IN 540 ft. 580 iba 7080. !4600• 748 to 1272 tha 16921L7 962(As w5ft 1720 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED B Mohory®1.71'Min.O.C.I SIeMImd(w 06e1)C6p ffip.4): 778016, 1400 ft 1070165 259516, WA WA 0401W WA 106510. WA WA WA 1363 G. 17701b4 2240 IN MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors @ 3•M7n O.C.t i2)2:6Arpfa 4546 t(Fp.bg 760 im 700 00 g8p. 7560 lbs /596" 540 0. 680(Do NIA 76016. 7481ba 680 1b. 56g21bs 882 0. 885 ft 1120lb5 CAPACITY WHICH MAY BE USED TO QUALIFY 0 AMhWn 0 VIA.O.C./(2)215 Angle Qipa I(Fig.67 156006 15001W 13W lba 3720164 37910. f060 tbs 1120166 WA 15201be 1408 9,3 1760 r" 3764 lbs 13630• 1770 lb. 2240 tbt ADDITIONAL ANCHOR OPTIONS FROM THE 12 Am6aa i.5'Min.O.c 7(2)2.SArp6914670'10,7): 1880 bs 2100164 7410 De 37Ba tb. WA WA 732004 WA 1500104 WA WAWA 2045 IN 285404 3300Ib4 ANCHOR CAPACITY TABLE. 4 Andra.01.34•Min.O.C.I UOp.1,3 1.,125'Alam.(Flo.g). WA WA NIA NIA WA t0A WA WA WA WA WA WA WA NIA 1430 IN Pltti43UC7'REVISED 8 Amen.0 0.64'Mtn.O.C.I UCifp,Into A25'Alum.(Fig.9): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2881 ba m CRmplyins wIF11 fhp FIo71d9 2Anchar4 Q 4.W W.O.C1F-ap(Fp.10): 380 W 399 ba 43014. 890 Ux7 1818 ba 210106 18016. 337 bn 740 L. 374 bo 630 It'. 948 to 345 0r 472 da 690104 h-2.400"--! Uuild6ag Cade 4 Anctw 131'Min.O,C7 F-C8 (Ftp.113 5900. 7006» 6051w 129616. WA WA 470166 WA $338,3 WA WA WA 8B71W 88.916. 1ttO Na Acapinl7co l'3o��0-4923$,4 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. .250° B 1811 Dae �02� TABLE NOTES: B FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE YO- FIGURE 17• Miam' Lkodual • r • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. � ,� tirCf:PlS�' .•'Q 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS t`tU 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 6: FIGURE 6: FIGURE 7; ANGLE - SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �� •; fr. CLIP 711 • • • • •. • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '. 1J,/; • • • • (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED `1O I of�t. ; • • • • MUST BE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125° -' 't•' �., . P.••�(q THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK 18 GAUGE).STRUCTURAL STEEL TO 'fry , ....... ` • • • • • • • • USED IN BE AT LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 7/�jU�J -A- PAIRS. 2MULLIO2s• A.LY R Erlt 5870 P.E. THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18$S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A ®�Hfp11� Mullion Capacity Table Ib5M! Oponing Width(for ter0caUy-speming mullons)or Oponing Height(for hodzonlally-spaMrg mUllons) c; 601n- 601. 701. 80 1. BO to 100 h 1201. 140 h 160 h p RaclargWar TrapRdarg. Ra'targWar Tmprtdarg. RxlargWar TlapRdary. RxiergWar ToNTdara R.I rVA. TrwTdeV Rwuodu T.WTd.,V Rmt.V4 r TapTTdarg. RWargWar TmWrrlag. Ralorg.!w Traprttla�g. G 1.26"x 2.11" Loa'bg Loadre Loadlrg L'ading Loadw L.Wlrg L."n9 Loading Loadlrg Loadiry Loading Loadkg Loaelrg Loatlirg LoaQln9 LnaGrg Lo8dln0 Waning P;r t� x.126"Alum Tube Mug � g � � �' � Q g � U� �' � � � _ N u 53x1111111 1111111111 ff11111.1111 1111 11- 11111111111 ! II 'o Z 111n 1447 520 167.0 426 120.2 528 1448 418 103.0 526 138.8 414 00.1 526 134.8 411 Sal 62B 134.1 411 721 626 1311 411 80.1 628 134.1 411 51.6 628 131.1 411 4S7 52B 131.1 411 0 rjJ 48 in 116.6 403 1040 333 80.5 403 94.7 325 640 403 86A 820 60.4 403 01.4 317 53.7 403 78.1 316 443 403 746 714 40.3 403 76.0 311 34.6 103 78.8 314 30.2 107 78.8 314 50.6251. 823 362 81.0 301 68.8 382 70.3 294 648 367 71.8 2B9 fi1.6 382 67.2 286 45.7 362 64.6 264 41.2 382 63.6 243 34.3 362 83.5 263 29.4 362 615 283 247 3B2 63.5 283 g 511. 57.6 310 74.1 267 56.5 378 84.2 18t 46.5 310 67.7 260 424 318 535 253 37.7 318 50.6 250 319 318 40.5 249 28.3 315 49.1 240 24.2 316 49.1 24B 21.2 91B 48.1 210 m p £ 60 h 49.5 25B 63.1 219 41.2 268 45.J 2 4 343 268 40.7 210 30.9 258 37.2 207 27.6 258 34.9 204 217 256 WA 203 20.6 255 32.2 201 17.7 258 32-2 201 16.5 268 32.2 201 � L) (o J •3 631. 42 1 734 Ifi.B 200 35.8 234 3g.1 185 30.6 234 34.7 192 26.7 234 31.6 16g 217 134 29.4 10B 21,1 234 240 164 17.6 234 26.6 147 1S3 234 245 183 13.4 234 28.5 1g3 WW J fi6h 37.1 213 39.4 +B3 J1.0 213 317 17B 245 213 28.8 W211 27.0 173 20.6 213 25.1 170 1B.B 213 23.7 169 15.5 213 22.7 187 13.3 213 220 168 11.8 213 21.0 166 Z (/) 72 h 28.6 178 30.1 155 218 179 26.8 162 20.4 179 22 5 20 3 147 15 9 179 16.7 146 J y J .g 76h 24.3 781 244 14D 263 161 27.8 137 17.4 1B1 18.0 17.0 173 = u rcZ 76 h 226 762 29.5 173 14B 162 1B.B 131 18.1 152 17.6 T~- a � ��-- ~ � Q N O TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: X Z 'O AnchorCap T6bi6 0b6) ANCHOR CAP.a,,,• �$, 00 6tO4Dale 2.7x Calctele 9.SK Cmc. Fol-CMU Me CMU PTwood metal Pp-)X( )=ANCHOR CAP.,,, rq 31 6116•Eko 1f4'SSEko 6f16•EKo 1T1.99Eka YtO51f9 Y1291ce1 Y126ice1 MULLIONCAP.,,n,,,W, y Arcnbr rypa sfte•Eko Uuracm trr El<o unr4cm ullr�m 9r16•Ek'UNacon tq•EKouMcm ApgecWrc Nkacm ®eo:4a scrna(65)scmu(cs) scteu(c5) USE THIS FORMULA TO OBTAIN THE'ANCHOR N `1 Y Anchor-P Pett'm■ Eq)e astarco(hl r ata' r 2ta' 3-v6• 1• atrr •t• atrr 2• ave z 449' D.s+• o.3zr CAPACITY REQUIRED"CORRESPONDING TO AN It X fA Embeanenl M) +a4• lar lar tar z t-v4• 1-vr 1-vr t-64• 1-vr 1-vr z 1x6• tae rake ACTUAL PRESSURE REQUIREMENT FOR THE U (V Q Ir17[ron @3•M91 o.c.r m24sArpk l2Psr Teo lm 78D IDs motor 15®DS 1BB690 51096 66o os w� 74a and 7a®1 eao lbd 1082 Os 6821os 6BS Q6 t130 Ra OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z co O O CAPACITY(FROM THE TABLE)OF THE SELECTED a t m O x0 MULLION.IT WILL YIELD MINIMUM ANCHOR .� c mw CAPACITY WHICH MAY BE USED TO QUALIFY �'•--3 ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. �1.286•--� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, PRP.UUCT REVISOD os complying wish 9m Florida 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. DAocoeild.lg Cod' FIGURE 1: planco loo � 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Lnpuelioa 2o*z( e 0 110 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118• By _ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I M' Dada ANGLE CLIP MUST BE USED IN PAIRS. L -f 125• t 11 t I I t!) 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ( 0t N/y)/z 1// CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T 1U •.!lc YELLOW SOUTHERN PINE WITH AN 50 OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125' 1 `�;'•�ti•EI�SF ' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11'X.125•MULLION Q LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) = rl: No.08705 _ THE MATERIAL.#10 g 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYt•INIMILLt�.P.E. FL P.E.#58705 TABLE 16A - a Mulllon Capaoltf Tebte IbBHt= 2� Opening Width(for vetficatty-aparrirg mt6iort9)or Oponing Height(for horizvrtaktaparr4ig mullions) h SOI. SOI. 70 in 80h gO In 100in 12D In 14091 160ln ReetmawarTrapp '0. Red n9W- Tmp4dang. Reofmtgufat 1)apmwa. Rectonathr TnWrdmq. Aectaag[w TraprMong, Rectangular TmprTdarg. Roctongt.r TaprSinng. Renarsw TmWdang. ft donaul. Wapl7aeng. 336'30 U.41w Loadn9 loading Loadnq Leading L0.44Loadng ".0 Lo"Im Loadnq Loading Loading Loodmg Loadn Lancing Looft L44dna L Wing cY U DEG.AL BAYMULL z °' m O 42 in 170.0 820 170.0 435 170.0 744 170.0 476 170,0 866 170.0 600 170.0 982 170.0 510 170.0 1118 170.0 521 17041240 170.0 521 170.01 1468 170.0 521 170,01 1739 170.0 621 140.5 1740 170.0 521 J U.1 40 In 170.0 706 170.0 624 170.0 850 170,0 604 170.0 002 170.0 830 170.0 1133 170.0 661 17MO 1275 170-01 677 170.0 1417 170.0 SW 1522 1622 170.0 OW 170.5 1522 170.0 590 114.2 1572 170.0 000 0 : S m US 50,025 In 770.0 777 170.0 563 itp,D 090 170.0 631 170.0 7018 170.0 804 770.0 1195 170,0 723 170.0 1346 170.0 747 164.2 1417 170.0 766 136.0 1443 170.0 758 117.3 1M3 170.0 768 fOZB iN3 170.0 768 w C' 64 Lt 570.0 TOT 170.0 512 170.0 656 f70.0 001 1704 1116 170.0 704 170.0 1278 170.0 003 160.4 43M 170.0 837 144.3 1353 170.0 856 120.3 13W t70.0 661 103,1 1363 170.0 887 90.2 1353 170.0 881 601n 170.0 6B6 INA 701 170.0 1083 110.0 T% 167.0 1218 170.0 JIM 148.1 INS 170.0 9N 129.9 1216 150.0 068 110.9 1218 152.1 024 974 1218 140.1 013 83.5 1210 148.1 013 73.1 1216 145.1 913 � U � J 03o 170.0 BSD 1780 743 170.0 1f16 170.0 650 160.2 1150 168.0 033 131.4 1160 163.0 9f4 116.6 1150 141.0 008 105.1 1160 134.2 885 07.4 1156 126,7 Sri 76.1 1160 1262 870 65.7 1160 126.2 070 d m r� S9k 170.0 074 170.0 780 152A 1046 188.6 8111 130.8 1040 140.6 We 114.3 1048 1511 650 101.8 1046 12141 839 01.4 1048 1t6.e 534 76.2 1016 100.4 021 65.3 1048 100.2 018 $7.1 1048 10&2 610 ? �� 721. 440.0 950 147.9 764 117.4 800 126.0 748 100.8 880 110.11 134 06.0 600 100,0 722 78.2 000 62.0 712 70.4 NO 90.2 703 6113 080 78.2 693 50.3 000 70.5 SO 44.0 060 78.4 630 0 A 70 N 119.7 700 125.1 090 99.8 780 100.4 018 65.0 700 97.3 683 74.6 760 034 652 6A5 700 70.9 647 59.S Too 7t.7 633 494 700 55,1 624 424 760 02.1 610 37.4 700 8f.5 617 '--t c� Z r 781n 110.6 750 t15.5 637 92.3 757 88,t 044 70,1 750 034 632 602 750 T7.1 621 IIIA ISO 70.6 612 66.4 700 651 805 482 760 59A 694 304 750 587 680 349 750 654 506 f Q Q Ot O Win 72.1 667 74A WO 60.1 681 62.0 401 61.5 69J 64.6 165 45.1 683 45.0 475 40.1 663 44A 406 38.1 083 40.9 482 300 683 38.2 452 26.8 663 334 445 22.5 507 3L5 442 Q CO Z g8 H 504 465 81.1 443 49.3 495 OLS 435 424 485 44.6 427 37.1 493 38.0 421 33.0 495 36.t 415 29.7 495 33.2 406 24.8 405 20.1 400 21.2 413 2e.0 384 189 485 25.0 390 y LU 1061n 41.7 391 426 333 344 301 35.9 34a 204 391 31.1 342 28.1 391 27.6 337 23.2 701 24.9 333 20.0 391 22.8 328 17.4 301 19.7 321 144 Ul 17.6 315 W 0 111 N 30.4 370 392 315 32.0 J70 33.0 330 27.6 376 29.0 326 24.0 710 26.J 320 21.4 J70 22.6 ate 10.2 370 20.0 JI2 15.0 770 16.1 305 � > V20 h1 3D.1 317 30.9 280 25.3 317 284 284 25.7 317 22.6 780 SAO S1T 18.0 278 164 317 17.9 273 V M < O g I411n 17.8 220 17.8 20J d' z V? to TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCa try Tablo(ba o -s ANCHOR CAP„„„,,,,, S.L41,alA 2.7L CororNn 3.5k Cane. Ho6ow CMU Fded CMU PTNUcd Me1el (DP„p)X C ,=ANCHOR CAP.,,. SNB•Eko 114'85 Elco 5+18'Elco 1/4'88 Ek. 910 Steal 012 Ston! 012 etad MULLION CAP„K.w Anchor Type: 3118'Elco Ullracan 1N•Eka Uuracm UIV E10 3116•Eko MUOCm 114'Eko Ullncm AgpeGolar u9mcm ApWcO.tor Oomw(OS)Borew(G5) Bo,4w{851 USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip PattemO Edge c44tame(at} 1' 2-112' r 2.112• 3.06• r 2-01r .r 2.117 r 3.1/6• r 0.461 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embodnml OY. 1314• 137• 1.314• t-374• 2 JAW IAA 1-114' 1.114• 1.114• 1-104• r tall• 1.3/6' Leda. ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnchraQVWn.O.G.1(2)245Angia Alps 1{116.ty: 39673 39013 450 8908xi 17001. 27013 1 260!3 364 Ins 7401. 374 Jos 72013 946 im 34113 442 tb 580 13 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ancnonl®3.5•Min.O.C,r 041'111114 1(Flp,21 7W 1ba 7W w. 780 Ma 187013 2525 W 5/01. 66013 WA 112013 740 ft Sao 13 199216. 68213 86513 112013 CAPACITY(FROM THE TABLE)OF THE SELECTED a Arwha448271'Min.O.Gtf2)215 Angk Cilia r f of 3t 112016-1 11201.07 95813 224813 2254 Rw WA 6/013 WA 105913 WA 132013 I WA ton Ins 1327 W5 Imas I MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1: m Complying with dtg Flo" TABLE NOTES: 'gilding Code AcwptanceN6I -OZI$-103r • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. piration Doe SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 'y 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mt6 Product FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. A2Y \�ti� 1,YN'V 4114 • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. v FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLF� 250' ilO ,,070FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATEDYELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' '� 'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30LEAST.126'THICK AND 436.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDMUS'fATF OF : p. '.- p, ♦ • THE MATERIAL,410 ANCHORS INTO WOOD MAY BE STEEL,10.8 S.S.OR 410 S.S. ^fc••.FfAf210,. S�C:G i riy�� ` ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. 1 111 4j0NI-V.151`4 A.NN M1[' R,P.E. FL P.E.#68705 TABLE16A Mullion Capacity Tablo Iboh'? of Oponing Width(for wrticalVspertrirlg mi lions)or Oponing Haight(for hodzonla*spattning mdlions) C ip 501n 00In 701n 50 in 00In 1001. 120 In 140 N 1501. p Recla gWw TrepfTdeW. Roclanguler Traprild g. Raclm9Ww TIaplTdan9. Radmgtiw Trap/Tdang. Rectan9dar Tmgndeng. Reaian9War Twdon9. Raclm9Ww TrapfTdonp. Ractangder Mnp/Tdnng. Ract.gulm TWden9, 19., Lmrd Lmdn Loa Lowing Lao Laadn9 Load Load. Lo.&Q Loadng Load. Load. Load. lnedn L-dg Loadn9 Load. Londn Q 3.26"46 n0 0 d"D dn0 nB 0 e 0 0 0 e e cY DEG.AL BAY MULL � � � �� � �� ��" � � �• �� � �� � �� � ��' �� � Cq gB z z � ro 42N 170.0 020 170.0 435 170,0 744 170.0 478 170.0 am 170.0 500 170.0 BB2 170.0 510 170.0 1115 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 160.3 1871 1700 621 481. 170.0 708 170.0 524 170,0 650 110.0 581 170.0 DB2 170.0 OJO 1 170.0 1133 170.0 681 170.0 1275 170.0 517 170.0 1117 170.0 000 1 163.7 1637 170.0 680 140.3 1837 170.0 650 122.11 1637 170.0 880 z 50.8251. 170.0 747 170.0 583 170.0 806 170.0 631 170.0 1040 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 756 126.1 1552 170.0 756 110.4 1552 170.0 750 W o 54b, 170.0 707 170.0 612 110.0 056 170.0 601 170.0 1116 (70.0 754 170.0 1275 170.0 8113 170.0 1434 170.0 037 155.2 1455 170.0 658 122,3 1455 170.0 881 110.8 1455 170.0 881 87.0 1455 170.0 861 CD I.�j ~ 00h 170.0 605 170.0 701 170.0 10117 170.0 707 170.0 1210 170.0 676 157.1 1300 170.0 811 110.7 1709 170.0 DBB 125.7 1709 163.5 DBI 101.0 1308 167.1 002 89.5 1300 161.1 902 70.11 1706 167.1 002ZE J J 631n 170.0 930 170.0 746 170.0 1116 170.0 850 182.0 1247 170.0 010 1425 1247 164.5 083 120.7 1247 152.0 985 114.0 1247 144.3 952 25.0 1747 13&2 930 81.4 1247 135.7 M 71.3 1247 135.7 035 W Win 170,0 974 170.0 780 170.0 1109 170.0 903 145.4 1160 181.7 005 120.0 1190 147.0 945 115.4 1190 178.5 928 103.0 1160 12&4 914 66.6 1190 119.5 596 711 1190 IIIIA 593 61.0 1100 116.1 803 Z w m T2 N 161.0 1010 160.11677 111.7 1010 144.8 SW 115.1 1010 127.2 612 101.0 1010 114.7 1128 89.6 1010 105.6 017 BOA 1010 05A 607 67.3 1010 80.8 795 57.7 1010 87.5 700 50.5 1010 87.7 780 � -7 76In 137.4 BOB 143.0 792 114.5 006 122.0 775 98.1 BOB 107.1 761 65.9 006 082 749 78.3 908 88.2 736 08.7 006 623 720 57.3 90(1 74.7 718 40.1 906 71.2 710 120 206 70.6 708 � �Z 3 r i 781. 127.1 861 1326 754 105.0 661 1125 736 90.5 act 06.0 725 79.1 881 05.5 713 70.0 901 51.0 703 03.0 681 75A 594 530 Sal 60.1 601 45.4 051 84.0 675 39.7 501 W.7 02 901. 82.7 640 MA 574 08.0 640 721 561 59.1 845 02.0 6% 51.7 446 56.1 545 45.0 648 50.0 537 41.4 010 47.0 530 34.5 818 41.5 519 29.5 648 38.2 511 25.0 540 36.5 607 H W Z 05 o 901. 801 508 70.1 SOB 50.8 SBB SD.1 100 15.7 508 51.4 101 12.6 600 15.5 403 17.0 566 41.4 470 71.1 586 30.1 170 784 680 37.1 159 21.1 680 30,5 152 21.3 SW 28.7 447 fA 108N 47.6 N9 18.0 405 39.0 449 411 309 341 449 35.7 393 29.9 449 11.7 387 2&6 449 20.0 382 23.9 440 2&1 377 20.0 449 22.7 388 17.1 446 20.4 301 15.0 449 10.9 356 111 N 44.1 125 45.0 365 30.6 425 37.8 379 ]1.5 125 32.0 773 27.0 425 20.1 787 21.6 125 761 701 221 125 21.0 368 184 125 20.7 350 13.8 125 1B.B J/3 O 71 1 N 120 N SI.B 701 35.5 331 28.1 344 29.8 328 21.8 384 25.0 321 21.0 761 228 317 18.1 3114 20.5 313 17.5 364 10.7 300 Q Lf) Q 0 � 144 N 201 253 20.1 233 16.8 253 17.1 270 D-g�` Z m O TABLE 166 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Tabl9lba ANCHOR CAP.,,,,,,,.,, SuW.te: 2.7k Ca .A. 3.5k Cone. Hou-CMU Faad CMU PT Wood Mehl (DP_)X( )=ANCHOR CAP.,,,, 5116'Eko 111'SS Eko 5116'Elco 111'88 Eko 810 Bleel 517 Steel 012 sled MULLION CAP.,,,,,,,,, Anchor Clip Patteme AlpMrlypo. 3lte'Eko latncm 1!/'eco U61acm Y1B'Eko Uluacm 111•Eko UNxm Ultram AptueOator Ullmaon 1418$olor 010 Ste 5)solew PCS) S(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edo.OBlaao(N): 1' 24W 1' 2-trr 3418• 1' 2-17 1' 7.111 Y 3.118• Y O4B' 0.54• 0.374• CAPACITY REQUIRED"CORRESPONDING TO AN E.wftenl MT 1.3/4' 1-LI' 1.314' 1.311' 2' 1-114' 1-114' 1-114• 1.114' 1-114• 1.114` x• tale 1-va' renes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anarae®5'Min.O.C.r(2)2x5 An9k❑Ips/ffq.1y 7901. J90 Poa 450 Ws 1100 toe 17001bs 270 @s 78011. 354 lbs 7401Da 374 Ibs )2D Ibe wem 341 Ds 4121bs 1Wr13 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anobps 43 3.Y Min.O.C.1(2)2x5 An91a Ck.I(Fig.2J: 7BO Ibs 700 Wa 790IDs IB701ba x525190 540 roe 569169 WA 1120lbs 749190 5801ba 159210s 662 ma B651b 11x0-lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Arx)wa 2.71•.00.O.C./12)35Arpk CAps/ q.37 11201be 1126Ios 9581bs 22451ba 275/11 WA Boo ll. WA tosgiba WA 1320 Ibe WA 1022 Na 1327 Na logo IU_j 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 complying with 11w Florida Build'or Cade TABLE NOTES: L(o•02)6.03 Acwpiancro No • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Eaimlon Dale 2021 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Mian- Product FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 11111. 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. ����f (`YNN nlll HOLES BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' �-45•� *G•;�•..........,•�( • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `��,.•'�1CGr4S1; 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' _ p)p yH?05 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.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' - G fk"-• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT :•Tl �L 1 rl; LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45'BAY C1.f MULLION 'c, ;)p,T1:017 • • THE MATERIAL.910 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �/��'•.,/,f,0fi10.'•'• ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ( \ A.LYN,*f LER,�.E. FL P.E.!58705 N7.000•-I f--1.250•-{ N��,p� � - -'•'I 1.000" r- -^� 1.000' - N- - 1.000- �- 1.zss•--I 1.o0D• o .I..._. .125" a LL 125' Ir p u 2.750° 2.750' .125' 3.125' -.125"" 3.188• -.125° I 6Y 2.000' 2.000' U.000" 25" 2.11 BN -� 285' I rn N z Do L 5.125' I3.376" � .500' -.125' O j_ G -r r J LU 1'X 2' 1' X.126'MULLION 1'X2'X.375"MULLION X 2.75'X.375'MULLION V X 2.75'X.650'MULLION 1'X 3.125'X.5'MULLION 1.25'X 3.188'X.265'MULLION 1.26°X 2.110 XA25'MULLION 8063-TB ALUM. 8063-T6 ALUM. 8063.76 ALUM. 6083-T6 ALUM. 8083.76 ALUM. 6063-T6 ALUM. 6083.76 ALUM. Q � 1n 9 XSECTION X-SECTION %SECTION XSECTION X-SECTION X-SECTION X•SECTION ? Z M f0 cn z 7 TABLE A Z Lu STANDARD CLIP I I 2X5 ANGLE CLIP Dlmendon Value(IFor Mullion: 6083-TB ALUM. 8083-T6 ALUM. O W 2.000' I X-SECTION I 2.125' 2.000' XSECTION A 1.825 -I D- Z U-CLIP 1'X2'X.125' I I 6083-TB ALUM. .125" B 2.8% .125' X-SECTION Aluminum Z Q 'p C 0.895Tube Mullion a Z�Z Z `oD o 125' I E D 0.740 Q B O .- @ T�.740•H A 7.125T X2'X.375' i�Of 1 6.500"- -- B 2'404Aluminum y aj _ CUTHERETO _.375" 5.000' --{ C' 0-6351Tube Mullion V .375" 3'125" �1 CREATE F-CLIP,SEE MIN. E i {�- D 0.490 Q.H r- .375'MIN. - 0 N MIN. DETAIL F,SHEET4 MIN. A 1.875 �$ m��o r-------� r--------1 -------- ------ B 3.DDD 1'X2.75""X t I I I I A A I U-CLIP A F--------� 8063.76 ALUM. `- - --------' 2X5 ANGLE CLIP C 0.757 .375Aluminum TOPVIEW 8063-TB ALUM. D 1.116 Tube Mullion L TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1'X2.75'X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR o.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER-1116'. B 3.000 .856' SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.478 AIUn71nUm DIAMETER:ANCHOR DIAMETER•1116'. SHEETS 5-17 FORTHE D o.836 Tube Mullion ANCHOR O.C. TABLE B DISTANCE.MAXIMUM PGT Port# A 2'� BR0000I Rl1VlSUD ANCHOR HOLE 1'X 3.125'X Mull Dimension(sheet#) B 2.837 mcumplyity with fbo F1af11� 5.500' •375' DIAMETER:ANCHOR Mullion Std.Cllp Offset Clip U-Clip Angle Clip .500•Alum Building Code .375• MIN. DIAMETER r 1116'. C 0.883 Tube MWI A.mlAxite No lCo-DTII .03 MIN. 1"X2"X.125"(5) 66605 666113M 6661118M 666243M 666511M D 1.137 A 2.o25 pimtl Date X21 _I____________- 1'X 2"X.375" 6 686006 666114M 6661119M 666244M 668512M j 1"X 2,76"X.376((/) 66607 688115M 6881120M 666245M 666513M B 3.262 1.25°X 3.188' M nn Dado lrodua I X.285'Alum B 1"X2.75"X.850"(8) 66608 666116M 6661121M 666246M 666514M D 0.862 82 Tube Mull \`\�7y LYNN hU(�Ar,� I --- --- -D I 1"X3.125"X.500"(9) 66637M 6661116M 6661114M 686242M 888515M ��. "•- FP �� t i i I 1.26'X2.11°X `\�,.•'`1cthI5F '•.,•.-11. 1.25"X3.IW'X.285"(12) 66841M 8881117M 6661113M 666241M 656510M A 1.813 .121'Alum 5070`•1 ------- ------� ' I 1.26"X2.11"X.125"(18) 69370 WA WA WA 886517M Tube Mull _ �; 140• OFFSET CLIP R LI C NOTES: ',`1•'•. l•'I ��: (Eli ,125' 6063•T6ALUM. l I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. .740'4++-I :�/:•'•..!'I.ORtV?;•'.,C9;-,. 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. icSS(() 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.L 1.P.E'�)458705'.E. FL P.E.#58705 -� 1.000• 1.000- 11.062•-I _ � 740• .0633' .386" .0.062 62' 125" .430' 4.000' .125'STANDARD CLIP I 4.000' 4.000' 2.625' 2.000' 606•TBALUM. I 2.125' 2,000' 2X5 ANGLE CLIP --,125' XSECTION 2.125U-CLIP 8 X-SE TION I I 6083.76 ALUM. XST6 ALU ,125• N .125' X-SECTION .125'- .125' - L m .031 z y N U) 125' 0 {- CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J ILLI 125 .375" •165"� .375' DASHED BOUNDARY.BEE SHEETS 5.20FOR THE ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m f/) HOLE DIAMETER:ANCHOR DIAMETER.lli6'. W M 0 0 1'X4'%.125' 1'X4'X.37b' I 1'X4'X.376• -._ MULLION MULLION 'T'-MULLION 5,500' 5.000' j 0 V 6063.76 ALUM. 6083-T6 ALUM. 6063-T6 ALUM. 3.125' CUT HERETO 375„ 375• F- J X-SECTION X-SECTION %SECTION '376' 1_CREATE F•CLIP,SEE MIN, I DETAIL F.SHEET 4 MIN. Z 1.260' .375' Z W m r_______, I r_______--� r_________ ___________1 .376' 0 CENTER OF 1.250' t1210- 3.94" I I I I I I ANCHOR HOLE j I MIN. 0 d Z I I I I MUST LIE WITHIN I I I I I I I THE DASHED I I Q J I I I I j F BOUNDARY.SEE I ~ t.3 Q O 2.875' --' I} --- - SHEETS 5.20 FOR _______ I Q 0 Z N I I I 1 I F THE ANCHOR O.C. F I- H Z 00 0 I I I I F DISTANCE.IMAXIMUMZ3.250' 3. I I I I ANCHOR HOLE I I W O DIAMETER: 1 1100' .100- .100' L J L _ J ANCHOR l_____ � rADIAMETER.1/16'. -------------��-� � Q+ 0 0 2X5 ANGLE CLIP '9 0 BO6q• 624' �t STANDARD CLIP U-CLIP 6063-T6 ALUM, -- --1 �' �- CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 60TOPV EW ALUM. TOPVIEW 8 --1 .820' 1� I --i .820' Imo- -�I .820' fes- WITHIN THE DASHED BOUNDARY.SEE 1.25'X 3.25'X.100- 1.25'X 3.25'X.824' 1.25'X 3.04'X.624" SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Valus(In) For Mullion: Dimension Value(in) For Mullion: 6005-T6 ALUM. 000575 ALUM. 6005-TS ALUM. DIAMETER:ANCHOR DIAMETER.1116-. 3.687 X4' F 1.938 1.25•x(3.25' X-SECTION X-SECTION X-SECTION G 1,000 .125' G 0.500 X.824' 3.469' 5.500" H 2.680 Aluminum H 1.436 Aluminum Ii.---2.661' ! 125• ,375' 375' 1 3.000 Tube Mullion 1 3.250 Tubo Mullion •125' r 1.877' MIN. F 3187 1'X4'X F 2.825 1.25'X3,94' 1 377: ,J/ I G 0.767 .375' G 1.125 %.824' \I _____ H 2430 Aluminum H 1.500 Aluminum -- - - r�'iaa1C1'REVISED I I i I 3.000 Tube 8'T I 3.250 Tube Mullion .0 complying with We Florida I I j F 2260 1.26'X3.26' F 2.813 30•Ba mum Building Code t I I 1 I G 0.750 X.100' F 2.1575 45•Ba Mull A,mi,laim.No 16-6218.03 .125' B Iedi Dale .125' 46' 2.250' I I I I 1 I 1 1.500 Aluminon P 2�) 30't- I 3.260 Tubo Mullion IL I i H I Dy Mt Dade hoduct 3.250'46'BAY MULLION I 3.250' I I I i TABLE D 30*BAY MULLION 6083.78 ALUM. �_______- I �.._ _____� M011 Dimension POT PaIttl \\7� 6063-T6 ALUM, I X-SECTION (ehealN) Mullion Sld.Clip OtleelCllp U�IIp Angle Clip `���a(�-YNN ,)�/��` ,� X-SECTION I 1'X4'X.126'(10) 69364 W8111M 6 881122M ON241M 56e5leM ��•,•' -1i+E NSF i OFFSET CLIP .125" G 6063-TB ALUM. 1'X 4'X.375•(11) 68810 868112M 6681123M 688242M 88851BM T I r Id0.56785 228'J ,981'-i .228' I-,981' TOPVIEW 1'X4'X.376''r(11) 66653 W6112M 6661123M 660242M 668519M _ -_ NOTES: .740' _ �/�; 1.25'X 3.25'X.100'(13) 20180 688112TH 6881124M 8862410M 8865115M V l- �tll (Y."- 1.26'X3.25'X.624'(14) 20101 6881128M 8801125M 6882411M 8685116M '•Q '. "u ((/1 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X 3.84'X.824'(15) 20182 BBB1117M 888112BM 868241M 68B517M %'A g �` 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degroe(1B) 86618 WA WA WA 6685110M '�,��' '•.,F.OIR';.�•'`\C; 45 Degree(20) 6665D WA WA WA 6685111M 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E. 58705 TABLE E n Mull Dimension PGT Pert# (shoota) Mullion Std.Clip U-Clip Angle Clip x-•125' --�)-----125' -�N-.-•125' a! 2'X4'X.25'(16) 06602 660261M 666271M 6665112M I lvg o 2"X6'X.25'(17) 66604 666282M 666272M6065113M STANDARD CLIP I U-CLIP L2X6ANGLECLIP 6063-T6 ALUM I 8083.78 ALUM. 6 ALUM. o i' 2.000' XSECTION 2.125• XSECTION 2.000' CTION 6'. NOTES: 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 04 I .125' 1 -c.125' L .125' g m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. -7 Z N 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I---1 480,---I0 F HOLE LOCATIONS. i,ggp• W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. CUT HERETO 3.500' 5.000' 376• W V cm) O CREATE F-CLIP m c O H 02000- .375' _ _SEE DETAIL F, .375' r .375' '�--MIN. Z MIN. SHEET4 MIQz r-------- ---�-- -------� -- -- - f- ------------------T ZWg4.000' _ I_ ._-__---_.250'- 3.438' @ + 3.438' I _2X4'%.25' I I I I Z � Q NMULLION 3.438' I I Z Z Oo6063-T6 ALUM. I I I 1 375' oX-SECTION jI1 ----------i -}-MIN. W-----------STANDARDCLIP , 063-TBALUM. 2X5 ANGLE CLIPQ101 CENTER OF ANCHOR HOLE MUST LIE 8063-TO ALUM CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. U)SEO FOR 2'X 4'MULLION,SHEET 16 0_ so WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW m O m0 SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. fY fY DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE -� DIAMETER:ANCHOR DIAMETER 1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER i 1118'. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500' • . IIII1III1II I DISTANCEMA-X--IM--UrIII1-M--ANCHOR HO LE CUTHERETO DIAMETER ANCHOR DIAMETER+1/1 6'. 5.000, 3.500' CREATE F-CLIP, MIN. SEE DETAIL F. MIN. -IItIjIIIIII _ _375'375' SHEET4 MIN. .375• I----- -- ------- --------I .'u/s�.•c G:�om(Up�l`rC¢yt'�T i�e•n''gRN'•�wCo •.e.IViCtthI6StheDo -F 4'yl'Iu••' dL/d('B�•im Building Ce Ample B Pif By 6.00' 4.688' 5.4 38' +-- ----- Mi- pfo&va .250' 111111111' 6.438' 5.438' \\ N UYNN ...... 2•X6•X.25 .1 on Dm MULLION 6083.76 ALUM. I No.58705 %SECTION •375" L- MIN. F� c' .2 . P STANDARDCLIP U•CLIP 2X5 ANGLE CLIP 250 _- 1- 6003.76 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 1`S�Q(\I�\�- TOP VIEW USED FOR 2"X 6'MULLION,SHEET 17 TOPVIEW 71 I I I EI , TOPVIEW A.LY MILLER,P.E. FL REA 68705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114•.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. 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 a h FL.E 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 REQUIREDDESIGN PRESSURE OF+80.0%60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE•USE THE NEXT LARGER SIZE AVAILABLE.SEEE FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375•MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.58.3 PSFAND WOULDNESTRATIONETS. NOT BE SUITABLE FOR THIS APPLICATION. RODUCTSETSAPPROVAL -3FROM TABLE4A,SHEET8,THE 1'X2.75'X.850'MULLION(LENGTH=72',OPENING WIDTH=70')HASA DESIGN PRESSURE OF+I-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THEOPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.MULLION C4 LENGTH SEE -- 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z NcNS3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULUONS OR FENESTRATION PRODUCTS,WILLSAPPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. - IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1.60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, m C)S 0 NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD RAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: C3 32--I MULL WIDTH 638 LBS •J -�I (60 PSF)X( )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) -r OPENING WIDTH 72.7 PSP Z) Z z m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A h� DESIGN PRESSURE OF+50.0/-55.0 PSF. J Z Q � a FOR THE VERTICAL MULLION: Q N ZZ O 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72•+1'=105'AND THE OPENING WIDTH IS 36'+36'+1'=731.REFERENCING SHEET 25, Q Z � o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8'AND WILL 03 to JS p or MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/•55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W A EXAMPLE 2:MULTIPLE MULLIONS Tn J FROM TABLE 3A,SHEET 7,THE 1•X 2.75'X.375'MULLION(LENGTH-108',OPENING WIDTH-80•)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF � Y 7C MULL WIDTH_-1 r- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. V Z O O _ FROM TABLE 12A,SHEET 16,THE 2•X 4-X.250'MULLION(LENGTH=108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF PSF WHICH EXCEEDS THE REQUIREMENTS a Z SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 2 0 yQ SEE DETAILS, maf 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADO 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36•+36'+2'=74',NOT 73'AS PREVIOUSLY , ' �� PRODUCTS 2-3 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35-1/2'+3512•+2'=73'). ' - ' 2)USE TABLE 120 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERiICAL I I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION - - ' USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. A DETAILS, DETAIL E, OPENING SHEETS 2.3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FOR NO Z. MULLION TYPE COULD BE CHOSEN. MU ON 72• 1'Ii000I'T'RL'V158D 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72"+7=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE o3 c—ply wi81 Yla Flcsida USED.FROM TABLE 12A,SHEET 16,THE 2'X 4•X.250-MULLION(@ LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE Building 14.16.02)S•0.9 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. ,pireuml two 202 SEE D ETAILS. 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' By HEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH M' Dodo Product 2a (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. \ LYNIVI �L-OPENING 30•,HORrZ. _AF--- 36',NORM 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CUP SHOWS THE ANCHOR � �. ,\CclgLLEGTHMULL LENGTHCAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW �'r[:• I40 53705 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; t) •' TSA O !U: +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). %'�� C04./ THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WQULD APPLY TO ALL OF THE MULLIONS. ,•.,FCULt10N•..`\T;`;: VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION SS/ON .-,0 PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LAN MILLIfi�,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: n O h n _ x .r I �..0 � P - PW Vit; �\ I YA, 'y c� PW I c 1 0 I SHIOH J—D -SH/DH SH/DH- - i PWt— - W ZL ul DC / % o W oLOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION m oSILL OF WINDOWS NOTANCHORED WITH INTERSECTING HORIZONTAL MULLIONS /INGED co cDOORSGD -- -- "_ LOADING OF VERTICAL MULLION^ LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION UJ "�- �� I a •�- r PW PW PW � 0 �._ / i _ - PW u) (n SHIDH SWDH SH/DH SH/DH I _ - _ Q - "-- U O Q 3 SZ I Q SHfDH O O 4 - I a r / � �Sof I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j/ PW PW HR I 11 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL P HINGED I NOTES: DOOR = PW _ _ __ _ PW I ;xGaUC'T REVISED as co-Plying m ilh On Flaide <F��// I _ 1)DRAWINGS ARE Buildin Code j RERESENTATIONS OF TYPICAL Acceptogi�m No p I -- DPW CONFIGURATIONS. E imli Datc �23 PWCONFIGURATIONS NOT SHOWN I / / MAY BE EXTRAPOLATED FROM _ By c C - i - - - THOSE SHOWN. Mwo' �mdua 2)IF THE LOADING TYPE CANNOT .1 LYIJN lr/Ij �lV� I BE DETERMINED,USE ,��,*G�Z, PW j PW RECTANGULARLOADING. •=�� \CFI'I�F ' F� PW 3)SEE PRODUCTS'APPROVAL FOR (.Ip,5U7Br+ _ I / ACTUAL ANCHOR LOCATIONS. _ I f ' LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS w�•,�(' t 6 ,;; 1 SGD _ � ��O`• ST TL OF q � LOADING OF VERTICAL LOADING OF HORIZONTAL A.L'YNN)�IFI;�RI .E. MULLION MULLION FL P.E.#58705