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HomeMy WebLinkAboutProduct Approval (2) FILE COPY MIAM'10MADE MIANII-DADE COUNTY,FLORIDA PRODUCT CONTROI,SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE,R) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) iv-,iiv.ttiiantidade.92L/ccolt-only PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER­ Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated,below. The Nflanii-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 acccpted 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 Mianii-Dade County Product Control Section that this product or material fails.to meet the requirements of the applicable building code. This.product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 'TGT"dipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith the latest revision dated 01/29/15, signed, seated and by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 retrieval 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 tile manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. , This NOA revises NOA No. 13-0815.05 and consists of this page I and evidence pages E-1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed byJaime-D. Gascon,P.E. --- - NOA No.14-110501 . CMIAMIMM= Expiration Date: May26,2016 I U) Approval Date: February 1*2,2015 Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0819.05) 2.- Drawing No. 6300JR,titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,. TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lal; Inc., Test Repo-it 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. (Submitteil un(lerprevious NOA No. 10-0819.05) C. CALCUI,ATIONIS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5"' 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. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 51"Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06106111,signed and sealed by Anthony Lynn.Miller,P. E. 3. Proposal issued by Product Control to PGT Industries,Inc., dated 08/06/14, signed by Jain-Le D. Gascon,P. E.,Product Control-Section Supervisor, Jahne D. Gase-oli,P.E. Product Control Section Supervisor NOA No.14-11 OS.01 B xpiration Date: May 26,2016 Approval Date: FebrtiaryI2,2015 B-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE:- EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL--6443, issued by Fenestration Testing Lab,Inc., dated 0510SIl 1,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No.11-0922.01). 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 41107/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (SuNizitted widerprevious NOA jVo. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their"PGT Series Aluminum Clipped Mullion—L.M.l.",approved on 11/31/13 and expiring on 05126/16. Jaime D.Gascon'P.E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date:,May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: Rl !z: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE T§; EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........:::............1 w MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1 •� o ELEVATIONS...................................11 3 FIGURE 1: 2 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD........................2 x^01 i MULTIPLE ----OPENING WIDTH FOR VERTICAL MULL—­- ARCHES TO DE ) MULL TO iX&MASONRY........_....2 SEE DeraLs MULLIONS i ---r INSCRIBED INSIDE I LAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP. MULL 70 MASONRY.......................3 LL A•D,G•11; SHAPE MULL TO STEEL STUD...................3 N 1 SHEETS 2-3MULL " m ----- --- -- ----- — ------- 3 THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO ..........._...................3 } ANCHOR SPECS.............................3 Z ,9`-rT fn i i�•� I�I j DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180.THE 1!3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CUPS.....................4 O W DAY MULL INSTALLATION..............4 I 4 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.126 MULL SPECS...............5 J W i/ \\ ) 1 X 2 X.376 MULL SPECS...............6 UU \1 INSTRUCTIONS. g 1 X 2.76 X.375 MULL SPECS..........7 d L 1 X 2.76 X.65 MULL SPEGS..-......_8 Z '�� O SEE DETAILS % 145 / I'I i /11 I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.12.5%.500 MULL SPECS........9 m O ATI{RU G; I) \� ( 1 I I__ SF.F.DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET MID SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL MULLSPECS............_10 � M U) s2i,.2a I- L-_-- I "-- ---`-� 1 ATHRU C; 1XAX.375 TUBE MULL SPECS....11 Q J ONLY TWO ADJACENT UNITS AT ATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN -�I 1 X 4 X.375'T'MULL SPECS......_11 --1 -1- SHEETS 2-3 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.180 X.265 MULL SPECS 112 J `` / OPENING 1.25 X 3.25 X.100 MULL SPECS....13 Z WE VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26%3.25 X.624 MULL SPECS....14 B MULL FOR 1.25 X 3.94 X.024 MULL SPECS.....15 0 g 1 LENGTH I IORIZONTAL 2 X 4 X.25 MULL SPECS................10 ¢ae ¢Z SEB DETAIL E. MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2%G X.25 MULL SPECS................1 BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE.ANCHORS SHALL 8E COATED OR CORROSION RESISTANT Q UJ _sHEET3 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.28 X 2.11 X Y M MULL SPECS....10 W 30'X 3.26 BAY MULL SPECS.........20 j 1.- REACTIONS. Z N O REACTIONS. 4Fi X 3.25 BAY MULL SPECS.........20 a MULLION&CLIP DIMENSIONS.....,21.23 I-- Z H yIp SO \ FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2..............................4 PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES......................25 W DE OF ANY TYPE. ltUst BE 8)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF'THE FLORIDA BUILDING � Z U) Tn A4WUFACTUREB W BY PGT. CODE, AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U O Q O O .'---' PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. a• Z 2 10 MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. �O s.0 D ) /SEE ETMS ii 8 �� I HORIZONTAL - A-D,G,11; I- NULL _— SHEETS 2-3 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. ---•- MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR"TRIANGULARITRAPEZOIDAL'. PRODULTRBVISED "4 coinplying whh the Florida __ I--•-IIORIZ.MULL LENOTII .I 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES to THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING BuUdl"8 CDdc f4— MULL 4_- MULL OPENIN<LW1DTH _ THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE A rptauv Nu.L I YI LENGTH I' I_ \, I,. MULLION CAPACITY(LBSlFT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSfFT'1 FOR THE OPENING OBTAINED IN !�MrotlDa Doica --- r�� ( f - STEP 1). By--'--4 ucLr.,nAt mI m L� OPENING -_- -�.-_. 1—� —� HTOHT l- 5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE "'11ond do Pr t c C I 1-� OPENING MULL r� r� ' HO VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE-ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 11111 I 1 l/1 r HEIGHT I' LENGTH f f rMULL LL LENIG,H 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR.ACTUAL SUBSTRATE CONDITION(MULTIPLE `�`\ 'C���...••••.. ilii�'�•, L _ _ I ANCHORSUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P•-•'' UCENyF•.(!F'S1/�� CAPACITY IS MET. 1. l No.58705 >� _-I OPENING WIDTH r _ FOR THE SINGLE MULLION SINGLE MULLION FOR VERTICALOPENING WIOBI I- OPEN NS G,YOU MAY E THE 7)IF THE MULLI ON CAPACIT Y(ANCHO CAPACITY ADJUSTLBSIF T�)OBTAINED IN THE MENT FOR dULA'O 0BTAIIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS ,_D t` ry,X-z,•, _;_ - FOR'VE LtuLt• VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE / 1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS Ft \_• FROM FIGURE 1 ASOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION C\�•••.•.t•�17 CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE T'WO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATIONS SS '•.0?21Dn,.••'��,\�� PRODUCT ASSEMBLY. �/�nNf}I, F�`C�`�\ '.11 6)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT, r r ICE.L1 A,LYNN Ml�. rt,P.E. FL P,F.If 58705 < DETAIL A: DETAIL B: /-MULLION oxo -MULUON lyp.ANCHOR MULLION TO 2X WOOD BUCK MULLION ATTACHED TO IX KST IP RUC OR WOOD FRAMING R"T PFRSUB$TftATE.,,.,,,, px WOOD SUCK AND MASONRY .T SEE SEE TABLES (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) LF) SEE T. cli MULLION E T'. SEE SHEETS 1 1 MIN 2.7 KSI EDGE A 1-23 HOLE SEE SEE TABLES ER THE FORLr -Tr -j LOCATIONS 'L, CONCRE -ORCMU, _1-015TANCr -i ul STANDAR On D :c EDGE, E 7F WE DISTANCE DISTANCE OR MASONRY -of,L it co c' FOR vlow ANCHORS 8 SIDE VIEW SCREWS "LL ."-.'.'U .1111,.Y.E INSTALLED BY 4 His METHOD, 2W MAX FOR z Zo ALL MULLIONS 4 0 4 STAN-An.OR Z 4. -FEET MULL EXTERIOR CLIP MAY 5 —6 gz T76S METHOD. _t W.TALLE.fill EDGE < DISTANCE Z FOR 0 MASONRY z ANCHORS U) OFFSET CUP IS R Co " _No, E FOR ':AMr EXTER im\�4 BUT MAY It I, W.N'-� U) E.IRAMBT�'..' § Z 0 T TYP.ANCHOR TYP.ANCHOR 11KANCHOR -PERSUBSTRATE, PER SUBSTRATE. 'z--PPER SUBSTRATE, SEE TABLES 16•IGO SEE TABLES 10-IOB SEE TABLES 18-105 EDGVEND -DISTANCE SUCKSTRIP SEE TABLES BUCKSiniv AND ATTACHMENT EMBEAME-1 IB-i0B By OTHERS, AND EMSELENT' NOTE OTE 1. ATTACHMENT -ET I. SHE STOTLER& SEE NOTE 1. __SHECT�L_ MIN 2.7 KSi CONCRETE OR CMU PRODUCTREVISED FRONTVIEW mwn lyinaw thoFtorida SIDE VIEW 13uildln&Cblk FRONT VIEW . PC. - 14— empat oqDri INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \\\\Otv L rrfji ' "......\jc ii�..'4 ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE N Y•,•' CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. No.580. 3)ANCHOR HEAD TYPE MAY HE PANHEAD,HEXHEAD OR FLATHEAD. 0 A)WOOD SUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 0 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED ELCO ULTRACON OR ELCO Ifir S.S.AGGREGATOR MASONRY ANCHORS. AllYN) ER\�,E. FL P,E.ff 58705 DETAIL E: DETAIL C: 126AtIN• MULLION TO MULLION INTERSECTION NOTES:- xx MULLION DIRECTLY ATTACHED TO Q -MULLION (U-(".LIP) MASONRY STRUCTURE 1)MAY DE INSTALLED IN"TEE"OR"CROSS' o (STANDARD CLIP SHOWN \ INTERSECTIONS. ° VARIES 2)MAY BE INSTALLED HORIZONTALLY LL I I TYP.AN oR ` (SHOWN)OR VERTICALLY. - N EITHF.RTHE I \��\\ �I I •-PF.R SUSS ATE, STANDARD OR .•- I, I•�\�� SEE TABLES -130 _,.. - 3)SEE U•CLIP DRAWINGS,SHEETS 21-23 S y m I •C\� TOP VIEW FOR CORRESPONDING MULLION. Z CLIP M MULL - I CLIP AIRY DE �� \ .I, INSTALLED BY \\ -�•Ij I �\ EDGE (STANCE /-MULLION Q THIS METHOD. �\ �` �� �'2��i�1 I I FOR?. 'DIARY J LLI _.-... •\\\ ��\Y /t la l n % TABLE 1A _ __ _ off T, R1 N It T Mullion Capacity Table ibsife Oponing Wlddt(forvelUcaly-sparring mulliats)or Opening Haight(for ItorizontalyspannIM mullions) 501n Gain 701n Be In 00 In too In 1201n 1401n 160 In O Reelenpllei7mpRdnnp. Reclonpuler TmpRHang. Reclangutor Troplidong. RectonDuror 4aprt9enp. Rocton6Dlar Tmptttlang. RttlenOular Troprtdong. Reetnnllular 1}apRdang. RedanOWar Tmpfalan9. Rodbngulnr 7repllUerg. aY g 1%2X.125 Loading Loading Loadng Leading Loading Loadn9 Loading Loading Loadn6 Loading Loading LwJn9 LoadnO Loading Loading Loading Loading LoadnD eZ i U J Alum.Tube & F' & .�' P & F L .�'_ F .b' & k• .' .� .S ,r. F 3' Mullion .. .p ,. •a., •a •x13., € •� - .. •gr• A ,. ars ^� a s �@ a gg� a ag A� a "a �x tt B a 13g13 a a $ gg �+ s N cT . 69 B JE J d 3 3 Zg 3 (� 3� a 3E B Ba 3 3E 3 3`is R � t3E 8 8E b7E r5 r5E Q d g m 42112 111.0 408 129,6 332 93.2 406 IIfi.B 325 79.0 400 107.8 321 69.8 IS 408 104.4 319 62.1 400 104.0 JI8 55.9 400 104.0 310 18.6 406 104.0 319 30.8 408 IW.O 710 35.0 000 104.0 110 - J W 481., 74,0 312 83.8 263 62.4 312 73.4 262 53.6 312 67.0 248 40.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 31.2. 312 61.0 244 213.0 312 61.0 244 23A 312 61.0 244 � _ _ _ _ o rn 50.625 in 63.0 281 70.6. 234 53.2 281 614 228 45.6 261 55,7 224 39.9 281 52.1 222 35.5 201 513.1 220 31.9 281 49.3 210 26.6 281 49.3 210 22.9 281 49.3 219 20.0. 281 49.J 219 W C3 o O 541. 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.6 109 32.0 247 41.5 196 20.2 247 39.4 194 26.3 247 38.4 183 21.9 247 38.1 193 16.6 247 38.1 193 16.4 247 30.1 103 m M F' ,t--7 Ip J C 60[a 38.4 200 41.2 170 32.0 260 35.4 166 27.4 200 31.6 163 24.0 200 28.9 160 21.3 20D 27.1 169 19.2 200 25.0 167 16.0 200 25.0 160 J 3 631n 33.1 181 35.3 155 27.0 101 J0.3 162 23.7 101 20.9 140 20.7 101 24.5 146 10.4 181 22.8 144 18.6 101 21.7 143 71 N e. E 661. 28.6 165 30.6 142 24.0 165 26.1 139 20.0 165 23.1 130 16.0 165 21.0 134 z U @ 72112 22.2 IJ9 23.3 120 10.5 1J9 18.0 118 15,9 139 17.5 116 -- - -- LU's 76112 18.9 125 19,7 109 16,7 125 18.8 107 •J %L i Z Q J d' 76112 17.5 It6 18.2 IW -- - - I.- _J c- Q d) p N .- TABLE 1B _ ANCHOR CAPACITY ADJUSTMENT FORMULA: to••z do 0 it Anchor Ca act Table lbs - 04 �� ANCHOR CAP.,, ..'., g � Subslmte: 2.7k Concrete_ 3.5k Cone. _ 110mv CMU _ FIBed CMU _ PT Wood 1,10.1 (OP,)X t )=ANCHOR CAP,,,, W , MULLION CAP.,„,,,,.,, Anchor Typo: 3116-Elco Ulbucon U4•Eke Uluacon '.116•Elco 3116'El..Ullrocon 174•Eko Ullrocan 114•SS Eko 5716•Elco 114'SS Elco BIO Steel 912 61ee1 912 Sled K Y Y Anchor Clip Paltering _ uluxon A00raG.Im Unmcpn A69movla Scrmvtos)scrmv(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR IX EUpo asmnoo(int 1' _ 2.Ir2' r 2•IFT __3_•110' 1' 2.•1R• r 2.112• 2' _ 3-110' z- 0.48' 0.W' o 324• CAPACITY REQUIRED'CORRESPONDING TO AN I� N � Embedment(IN: 1.314' 1-314• 1.714' 1•L4' T 1.114' _ 1-U4• 1-1/4• 1.1/4• 141e• 1414• 2• 1.310' 1.3re' wdos ACTUAL PRESSURE REQUIREMENT FOR THE Q X a O O 2 Arwhols@415'MIn O.C.ISlontlaNUOfisW alp(Fig.i): 7001W 79P ros 450 ros 6X)ros -1W41Ds -2713 ibs 2801bs 3541bs 740 IDS 37416a 6W Ibs_ 046165 341 115S 442165 56orop OPENING,WHEN IT IS LOWER THAN THE MULLION Cl-=; ZmO s,O 4Anchara @ 1.15•Min.O.C.7 Slaadord(or08sol)Clip(Flp.2): 460 lb_ 7001bs WA tun WA WA 380105 WA Nm WA WA WA 66211;5 865lbs Ino-lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 5_�� a €�mq 4 Ami_'8 Q WMIn.O.C./(2)215 AnUm aipa/(Fig.3): 760 IDS 700 gas Bao lbs 1560 IDS 10913[Do 5W40 gas 666Ibs- WA 760165 7481W 8801N. wwi2 s w2.roe 88516! 11201bs MULLION.IT WILL YIELDA MINIMUM ANCHOR ' 2 Anchme@04YhUo.O.C./U4alp,[at.v12V Alum.(Fb.4): WA WA NIA NIA NIA II/A NIA INA NIA WA NA NIA WA NIA 115lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Aaelwr/F-Gip(FI9.5): 1 lti ft 195105 225 IDS 4451ba 822 IDS 135 to$ 140165 177165 370 IDS 187 lba 332.IDS 473 lba We lba 221 Ibo 28011Da ADDITIONAL ANCIIOR OPTIONS FROM THE 2Aachum @11,15'MID.0.0J F-alp(Fla.0): 24010 350 IDS NIA IgA WA WA 1W lea NIA WA WA WA WA 341 IDs 4421Y, 500165 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE 2: TABLE NOTES; 1'IIODUC.f RI4YlS[7D • S . m cnlrgllAn0 with th::Florida 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Uulldlgp 0041 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1,000" r- AR�nNo,. .�,Oj P.x{:fmtlmll9atc 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. '(I FIGURE 3: I Miami Bode Product t,nnn•nl"� 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. 2.000" 1(t l I I 11117/7 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 L '12�� ; �5��,•' �ICL'NSE <<FP i CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90,WOOD SHALL BE PRESSURE-TREATED I- A. FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 60G3-T5 AND BEA MINIMUM OF.125' r lJo,5870$ •'.yF rIT1�II I • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2'X.125'MULLION II LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _-TJ ,:�'`(. }��;r-IZ•_ THE MATERIAL.1110 61112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. -'0 ••. /-�,9)•s i lY-�- ULL�1111�� UUJJ�� =U sfnrr•.d' �7' s!0NAj_Gnat, A.LYNN MI ��9R,P.E. FL P.E.f15B705 TABLE 2A N -- h W QN n N Mullion Capacity Table Ibsllt'_-��- i- � � SRA i Opening Wlitth(torwrVcaW-6parmwi mullions)orOpening Height(for iwtizanlally3perdriginYllons) QLe�� Q 601n so In 70 in So in 901n 100111 120 in 1401n 160 In t1¢�¢�, �yy}y00gg4444SS 0 Reolarqular TraplRiOfg. R6clan961nr Tr6p'(iian9, Wot.aq- Trar/fdanp. ReaierF7utar Tra/7T4alg. Reatargutar Trep7Trfwjj Reatergdan Trnp7earg. Reotm9ular 7mptidnrg. ft661anpu1.f TfaplTrkn9. RsclaiquWW TraWOW ip3 O d Y r 1%2X.375 Wodirq Loading to2di.g twdlrq lnaatrg Loafing Loaning Loa<11n0 ta'1dDg Lopdinp LwdinO LotArg LoadlId Loading LoaWn0 LwdinO LuAln@ Loodna Alum.Tube a rb Mullion d" k 9 > _ a � s ° ` aga04 te !t pyo F§ 5 55¢S X y pSS7 fa SBy{ Va H X ref T5¢t z 42111 1TO.0 C'lU 1700 A55 151.3 Grit 1100 4'/a 129.7 G82 170.0 506 1115 OGE 1695 61D 1D00 602 108.9 51'7 00.0 662 168.9 517 76.7 662 108,9 517 64.9 a37, Man 517 66.7 662 IWO 517 481. 12l.S 607 130,0 419 101.4 507 119.2 410 86.0 Sot 198.7 403 76.9 607 Y020 399 07,@ 507 99.@ 397 80.8 507 D9.0 39G 60.7 507 00.0 390 43.4 607 99.0 396 380 507 99,0 396 = S 50.6251rt 103.7 456 114.6 370 684 456 09.0 371 T4.1 454 £4).v 384 848 45G 040 360 57.6 466 61.3 357 61.4 450 60.0 356 43.2 456 60.D 359 37.0 450 00.0 356 32.4 456 600 a% Su (Y 6 tp L4In 85A 400 93.3 338 71.2 -000 80.0 328 61,0 400 73,7 322 53A 400 67.3 310 47,5 408 G4.0 WS 427 400 G23 314 35.6 40D 65.8 313 305 400 61.8 J13 2G.7 400 61.8 313 LU C OOin G23 314 E6.9 270 G1A 324 $7.5 270 44.5 324 51.2 2M 30.0 J2A 46.0 100 34.6 324 43.9 257 31,1 324 42.0 255 28.0 324 405 253 222 324 40.5 253 19.6 324 40.5 253 J 63 in 53.8 291 ;7A 252 44.8 209 49.2 248 384 294 43.8 241 33D 291 39.0 237 29,4 28A 37,} 234 20.0 284 J52 232 224 294 33.6 230 19.2 294 33.4 230 10.0 294 33,4 230 -) J rA in 4G.0 2G0 49.0 230 39,0 269 424 225 33,4 2Ga 3Y,5 221 29,2 266 J4,1 2f8 25,0 260 31.0 215 234 260 24.0 212 19.5 269 28A 210 1G.7 260 27.7 207 14.0 260 27.7 209 m SL .. 72111 36.0 22G 37,9 190 30.0 275 32.2 191 25.7 225 28.4 180 220 225 25.0 10.5 26.0 226 23,6 102 740 225 221 i00 160 225 20.J 577 12.0 226 10.8 178 11.3 226 19.8 776 - z Q 78111 30.0 202 32,0 777 25.5 102 27.2 173 21,9 YD'1 23.0 170 19.2 x02 21.5 187 17,0 202 10.7 165 15,3 202 10.4 103 /Z.8 202 16.7 Ise 10.9 x02 1119 158 4.@ 202 16.6 159 .�j z 78 to 283 192 28.6 166 23.@ 102 25.1 165 202 102 22.4 162 17.7 192 SD.7 150 15.7 !92 161 157 14.2 1D2 16.@ trs 11.8 192 15.2 162 10.1 10,2 14.4 150 e.0 102 14.2 154 Q _t ,_ ct• J 90111 16.5 144 74.0 128 15.4 144 16.1 126 h ¢ N O 'J61n 762 127 15,8 113 t[ Z r TABLE 2B S2 ANCHOR CAPACITY ADJUSTMENT FORMULA: GJ Anchor Ca a4{t Table lbs ANCHOR CAP.,„.,,,,• w N Y su_Lsiroia: 2.71.CanaMe,�_,V_16),Cma, NO-Chit) Fitlw CAH) I'T Wood !461.1 (DP.n)Xt }=ANCHOR CAP.- .� 6110•Etw 110890c.6'16'Eko 114'SS Eko 910 Steel 012SWI 912 Sled MULLION CAP,„,,,,,,, 511 Anchor TTpo: 3710•Elco Ulhatim ff4•Eko Uibapn 37)6•i:fee umse n 1/4•E140I.M.C. fJ N+ Anchor Clip Patterns _ wrecan AgumGMs• Ullrxon AMeGator Sorcx(G5)Saf6w(G5) Saw(CS) USE THIS FORMULA TO OBTAIN THE"ANCHOR -" Edg6 ois1.nca Cm): t• 2x72• i' z-t1 3.116• _ 1• 2.111• •r ""arz• r a.ua• 2• A.de• a,54• 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN a. Oq Entb-kAent@0: 1.3'4• 1.314• 1.314' 1.314' 2• 1-84' 1.114' 1.1fA• 1414' 1.114' 1.114• �2' 1.318` 1.318' wdcs ACTUAL PRESSUREREQUIREME747FOR7HE ��' mOy, 2AW.Q4.15.71M.O.C,ISIamlafdor=Z.I COp(FI9.1): 3901b, 790lba 45011. 890Ibs 1&14 lbs 2701bs -2801bs 954 Ibs 746 In$ 374162 ifbs OdOiM' 34t ibs 442168 5669 OPENING,WHEN IT IS LOWER THAN THE MULLION 91 4 AnChOn @ 1.16•Atln.O.C.f Sl3nd4rd Of olmo9 pip(pb•2): 4801bT lap is; WAtunN)A"- WA 380142 WA Nm WA WA WA 602 lbs 085 ws t12a lbs CAPACITY(FROM THE TABLE)OF TI SELECTED a`'a-'7 4 An4Das O a'MIn.O,C.1(2)245 Atypia pips f(1719.3): 700162_ 760 lbs 060 @s 1660Ibs 1098 @s- 640IDs SG4IEs- WA 660Is, 748 lb, DOD M -1092163 602 W. 8851112 f 120120165 MULLION.IT WILL.YIELD A MINIMUM ANCHOR 2 Ancbms©OAS'kin.O.C.7 UCllp,111(0.12!;Alum.(FID.4): WA WA WA WA NIA WA Wn WA NIA WA WA 17/A NIA WA 715 la CAPACITY WHICH MAY BE USED TO QUALIFY t Aahw/F•plp(Flo.6y: 105 tss 196 ins 2z5 Ns 445 roe mzirs iJ5tb2 146 ms /77162 3769» 181 It's a32IDS 473lbs 170 As _221162 2so lb3 ADDITIONAL ANCHOR OPTIONS FROM THE 2 A96110r0 tD 1.15-Min.O.C./F-Qfp(Fi0,617 240!62 356 Ns ••NTA WA NtAu NTA 100162 Nth - NIA �• WA TVA WA 341 Im 4421bs 5601Ds ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCTRBV!SBD A conlptwi01theNl4rlda 69)7di9g INSTRUCTIONSCb is t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. AcnpmlCUGwNe 0 r SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Uaic 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ly `•"'- FIGURE 3: dl6mt ada Nr uet 'nntrot --I�^ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. FHOLEL TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2'000" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,��� q�� M ,d!/1 77if ANGLE CLIP MUST BE USED IN PAIRS. r .375" '�1GENSe•'�fi� it 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED •375" � Y'•'� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-50.WOOD SHALL BE PRESSURE-TREATED L '''I ' FIGURE 4: FIGURE 5: FIGURE G: ` _ 3t No.58705 { YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHfltt 8E 0003-TS AND 8E A MINIMUM OF.125" THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(1G GAUGE).STRUCTURAL STEEL TO BEAT 1•X 2'X.375*MULLIONLEASTA25'THICK A36.ALL ANCHORS INTO METAL$HALL EXTEND AT LST 3 _ f • THE MATERIAL.1110&101 2 ANCHORS INTO WOOD MAY BE STEEL,1118 B.S.OR 410 S.S.GREW THREADS BEYOND. P�•��. STATE 7/n� AU{1111 A.LYNN Mit-L`9R,P,E, FIL P.EJ156705 TABLE 3A a, Mullion Capacity Table ibsife) Opoulno Width(for 441Neatly-sparb9ng mullions)or Opening Helghl(for horizontally-spareling mdllons) .. 60 to 60 in loin 601. Sol. learn 120 to f40ln 1601. Reelen0utar Trap/Ttlang, Ractan0ul4r Trop/Tdana. Rttlen901ar TraNTdora. ReelanOWar Tr6ptltionQ. ROclan9ular TsaMdanQ. Racmrgdor TapRdvlr� Reclaneutu Tmp7ldanB- Reelang4rn Tio don ReetM 1 c Tm race. .37b Aiutn. Lo4400 Loafing Load.0 tna@nQ Lwdn$ Loadn9 LoadaQ Lwdi.B Loafing Laadrq LoadnO Lcadin9 LocQV LondnO LoadnO 6nQ0 Loads pa Lo nQa:2 Tubo ,. .. ,. .. .. -la ... .-. .. •i.. ., �,. -i ., LL mullto Ra E ° E & 11 E 3 3Eg 3 3 E a m sEgp ' '6�'8 ,RY 3 YX '99y. g%� h� � s� $' .yytt' ani rc" 2, d $�$ !t ust ,� Fst. 9". 42 U3 d Fu3 3 arc s Z E'. z 21 dJ 2 H 2a dr c� �rc � aI R - < aE r.� •CK � do: Z . FF---- 42t. 170,0 620 170.0 435 17010 744 170.0 478 176.0 068 110.0 500 170,0 DDZ 170.0 519 1740 1110 170.0 521 170.0 1240 170.0 521 146.1 1301 110.0 521 127.6 1301 170.0 621 111.5 1301 170.0 621 l0 401. Me 709 170,0 524 1700 850 1704 584 1740 402 170.0 GSD 170.4 1740 r 151.0 1139 170A 677 136.8 1139 170.0 66.9 113.9 1139 170.0 680 07,6 1130 170.0 680 85.4 1119 )70.0 680 -1 to 60.625 In 170.0 747 170,0 $63 17oD Me 170.0 631 187.8 1032 170.0 684 48.0 '1032 170.01 723 130.5 1032 170.0 747 111.4 1032 170.0 756 07.9 1032 1700 756 63.9 1632 170.0 756 73.4 1032 170.0 750 7 Si(n 170.4 797 170.0 412 l6L3 097 tiD.O 891 536.2 007 164.7 iS6 1 LU 152.6 720 107.6 907 145,0 714 96.8 007 141.1 710 80.6 607 140.0 709 6911 907 140.0 709 60.5 007 140.0 709 p 601. HIA 735 151.6 625 117.4 735 130.3 611 100.8 736 116.0 599 002 ,735" 507,2 590 784 735 09.6 $a 70.6 735 95.1 578 58.8 735 SLO 574 504 735 01.8 674 44.1 735 01.0 574 H (0 631a631a 12f.9 00a 130.0 67D 101.6 605 111.5 657 07.0 060 98.9 547 76,2 666 80.1 538 67.7 660 03,9 631 60.9 6W6 79.8 626 00.8 666 76,8 621 43.6 666 75.0 $21 30t 068 75,0 521 GG U Fn 6614 100.0 607 112.4 522 88.3 607 96.1 511 75,7 607 65.0 501 68.2 607 77.1 493 500 601 71,5 466 $3.0 007 07.6 481 44.2 007 63.4 476 37,9 607 62,7 474 33.1 007 02.7 474 Z W i A M 9 721. of 510 85.9 443 G00 616 73A 431 583 519 64.3 426 SLO 5el 57,0 449 46,4 510 51,3 413 4oA 540 too 408 34.0 510 45.9 402 292 510 44A 399 25.5 $10 44,3 399 J W y 761. 69.4 458 72.5 400 STT 458 01.7 392 49.6 450 54.1 385 43.4 458 48.0 370 38.6 468 44.0 373 34.7 456 41.0 3W 26.9 458 37.7 302 24.8 450 38.0 359 21,7 458 357 358 J �9 r� �Z 781. 64.2 455 GI.O 361 53,5 435 506 373 45.9 435 449 ^368 40.1 435 d4.7 360 35,7 4}5 40.9 355 32.1 435 38.1 351 20.6 435 34.4 344 22,8 435 32.0 341 20.1 435 32.2 340 Q 00 In 41,8 327 43.1 290 3{.8 327 30.4 295 20.8 327 31.0 280 MI 127 28.3 275 21,2 J27 25A 271 20.9 327 23.7 208 (Z4 327 2F.0 262 14.0 327 19.3 258 Z L0 N Cr 9G Fn 34.4 287 35.4 257 28,7 2a7 29.0 252 24,6 287 26.0 248 21.5 287 23.1 244 10.1 287 20.9 240 17.2 281 19.3 237 14.4 287 10.9 232 (4- M yyZ ;51 SO to X 1i k83 or 1081a 24.2 22T 24.1 205 20,2 227 20.8 20F F7.J 22T 10.0 198 IS.f 227 10.0 145 1111. 22.J 215 22.7 104 10.6 216 19.1 101 IQO 215 16.6 Fee LU to 1207- 1L6 184 17.9 ie7 --- - -- _ 14- X rq U d 3 TABLE 3B ,_- ANCHOR CAPACITY ADJUSTMENT FORMULA: R a Z Anchor Co an It Table Ibs sa m�)s,0 ANCHOR CAP.,,;,,,,,, _" sutniraa 2.tx C'DllCleiO 3.5x lona._ _ RalowcMu pilled c84u rr w_.od_ mala PROX t }=ANCHOR CAP.,,., g(Y,mtY rJIG'Elco 1/4.58 bko 5116'Elco 114'SS Eko 010 81.01 8129tocl 1112 SleM MULLION CA Anchor ' m Anchor Typo: 3/10'Elm Utlracon 1W Elea Ullr.me 916•Elm Ulaaa9 114' Elm Ulltacm -:� Anchor ClipPatteme _ Nlmom _ AQQroc.tor uxtacon A02re0alor Strx(35)Srw1(G5) SuwIM) USE THIS FORMULA TO OBTAIN THE"ANCHOR - EdOs Ustanco(in): I' 2-Ir2_ I• 2.112' -a tie r 2-In.' -"V 2.1rz• 2' 3.1(W 2• 0.46• 0,$4, 4324• CAPACITY REQUIRED"CORRESPONDING TO AN Embcd-1 On): tato' h3/4' 1.314• I-314• 2' 1.114• 1-1111* 1.114••- 1.114- 1-014` 144 r. _ tate• L318' ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancino.@4.751Acn.O,C,t Sfondazd or OOad C6p{Fq.t}: 3901bs 390114 45D Ibs ODOML1644 270 Ib; 280lbs 354 lb0 740 lb¢ 3741bs 6041bs WEEN 311 Ibs 442 lb, 500lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 14 1.15-MIN O.C,/Slondard(otO0sel)Ctip(Fq.21: 480Ihs 7ID ws N/A WA WA 380Ibs WA WA WA WA WA 662 ros 995 tbs H2o lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4A.10(¢4D3'Min.U.C.l i2)2s5Anpk Caps 7{Fq,3j:760Fbs 706rbs 680IDs 15601bs 510Ibs 56014, WA 760lbs 7481bs 11601143 IO921Da co2lbs 00516, 142016, MULLION,IT WILL YIELD A MINIMUM ANCHOR 2 Anchors @ OAS'1419.O.C.f U401p,1a{o.125'AIum.IFq,q: WA WANIA WA 111.4 111.4 WA - WA WA 111.4 N1A -'Wh tNA 7151cs CAPACITY WHICH MAY BE USED TO QUALIFY Es 445bs 1351ba 140lbs In lb. 370th, f671x 3321ba 473 ros fro lbs 22116, 260lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors Q9 1,15•hila.O,C/F431p(FI$,O1: 740lbs 350lbs IUA N/A WA 190 ibs WA WA WA WA WA 341155 442714 66010 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. TRODUL.T R13VISED u coinpigtn0 Loth dw Plotida Ou0dln8 Cock 4c.pianw No . �IGURE1: _ F USE 2: yrp 6RDatc �a,� TABLE NOTES: �� • • e • .yj 1.000' r•••- -.4Y-""torr u t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. dloml adD Product Conbal`r SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I 1111 2)LINFAR INTERPOLATION BETWEEN MULL LENGTHS ING IDTHS IS FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE ORNEXACTrDIMENSIONS,SEE SHEETS 21.23. 2.750' f r HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 23.23. i _ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. A' No.53105 ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375, -;.\).C�•¢2 ff`�""r-- „ FIGURE 4: FIGURES: FIGURE G: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BEPRESSURE-TREATED -. .fy•, I�•z-=)f j ;' 11� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BEA MINIMUM OF.125• f =�? S'AI'L 6F QUI 0 THICK.STEEL.STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK{r8 GAUGE}.STRUCTURAL STEEL TO BEAT i•X 2.75•X.3T5"MULLION •,A'LORIDR, �w LEAST,i2�TN1Ck ANO A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND r�15` '•' •••' RC2 THE MATERIAL.1110&012 ANCHORS INTO WOOD MAYBE STEEL,18.8 S,S.OR 410 S.S. ZONA.. A.LYNNIMILLO,p.E. FL P.E.9 68705 TABLE4A _ Mullion Capacity Tabio ibglR' OponfngWidth(for Yadlooksparrirgmullions)orOponingHolght(larhorizardatly-spamlromullions) yyyy�'ttttkG! .e 6D in a0 in 701n BON 901n too In 120 In 140 to 100 to 5�t$ 0 1%2,76% Ractan0dar Tralm no vRaatamgalar Trap?long,- RcelanOulat Tkwfilang. Redoajor rNpIrdano. Rectangular TraprTdaoe. 14actonlide, Trolvtdang, Roelen¢tiar 7f Win RoctargUtT.:`prTtWrg. Rectangular Rap(Tdang• ag Loafing Loadnq Lwdog Landoll Loa no Loadn9 Loadna Loadnq Loading Loafing Loafing Loafing Loading Loadnq LoadnLeading LoadnO Leading ay .860 Alam. TubaaMullion 5} g 1,� �• TLS €; � >; � €, S £ a F} Zf o N u do � r� � � � u �a v ups � � c`3 �> o u•� o.. v 3` Q�$y1 1 s 5NC•- �� I . s yt a b. b._ �� a b a� Qp " 39 a. g 1x. �¢ d $¢ rc d"s sa d` ¢` rr d` _ � .. d`rc :k� = d¢ Q W it 472 71n 170.0 820 170,0 415 170.0 744 570.0 470 1700 860 1700 508 170.0 902 170.0 519 170.0 11ts 1700 521 1740 1240 170.0 521 Flo.0 1488 170.0 521 158.7 1020 170.0 721 1300 ism 170.0 521 !,!J 48 in 170.0 108 170.0 624 170.0 650 170.0 584 170.0 002 170.0 030 170.0 1133 170.0 001 170.0 1275 170.0 677 170,4 1417 170,0 660 HU 1417 170.0 680 121.5 1417 170.0 660 100.3 U17 170,0 000 61.025 In 170.0 747 170.0 503 170.0 096 170.0 63t 1700 1046 170,0 684 170.0 1195 170.0 723 102.6 1288 170.0 741 148,3 1288 1700 760 121,9 1288 170.0 768 104.5 3288 170.0 758 9L4 1248 174.0 758 tl! o B 64 fn 1709 707 17OA 012 170,0 956 1700 6D) 110.0 1116 170.0 754 150.7 1130 170.0 603 133.0 1130 170,0 037 120A 1130 170.0 058 100.5 1138 170.0 801 60.1 1130 170.0 061 75.3 1130 170.0 001 m 801n 170.0 805 170.0 701 146.5 015 102.3 781 125.6 015 144,5 748 100.0 015 132.3 735 07.6 016 123,0 720 87,0 016 110.5 720 732 015 114.4 716 02.6 015 114A 715 54,0 015 114.4 715 F-• N r9 J r, 03 In 161.8 830 161.0 710 176.5 630 130.0 694 108,5 830 123,2 661 04.9 610 1122 070 84.4 630 104,0 662 75.0 830 98,4 650 63,3 830 04.5 049 64.2 630 94.1 040 47.4 830 04.1 649 2 U a Fa 60tn 132.1 767 140.0 040 110.0 757 119.8 630 94,3 757 105.0 024 02.5 757 96.1 614 73.4 767 69.1 608 68.0 757 64.2 ODO 55,0 157 70.0 $93 47.2 757 70.2 601 41.3 751 10,2 69! z (L m c a 7214 101.7 036 106.8 652 04.0 036 01,0 540 72.7 634 801 530 03,0 638 72.2 521 50.5 630 60.5 614 50.0 030 02,3 $06 42A 030 57.2 500 38.3 636 65.3 407 3t.8 836 55.2 491 J g 78 in 68.6 571 00.4r320 72.1 671 70.8 400 8, 6Ft 87.4 479 54.1 571BOA 471 d00 571 55.5 484 43.2 571 51.8 450 36.0 571 4J.0 451 309 571 44.8 4dT 27.0 571 44.5 MO Q : 7014 80,0 $42 83.4 66.7 642 70.8 465 67.! 542 02.1 456 50.0 542 $5.7 449 44.4 542 51.0 442 400 542 47.6 437 33.3 542 42,9 420 20.0 542 40,0 425 25,0 542 40d 423 1-- z - Q N O 90In52.1 407 63.7 43.4 407 45A 355 372 407 30,0 340 32.5 407 35.3 343 2640 401 32.1 338 26.0 407 20.6 334 21.7 407 28.1 327 16.0 407 24.1 322 10.3 407 23.0 3M H U5 Z � O Da 1n 42.0 356 44.1 35.0 358 37.2 314 30.7 350 32,4 309 20.0 358 28.8 364 23.8 350 20.5 3W 21.5 350 24.0 208 17.0 355 219 289 i53 358 fel 284 r4 X10610 30.1 203 30.8 25.1 283 2540 251 21.6 203 22.6 247 16.8 283 10.9 244 107 tel 18.0 240 15,1 203 10,5 237 tiIllln 27.6 267 28.3 23,1 207 230 230 19,0 207 20,0 235 17.3 207 18.3 231 15.4 207 16.5 220 a itt W W iN to 22.0 220 ?2.3 200 18.3 229 18.8 295 15,7 220 18.2 202 V X Q 4 O TALE 4$ ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCa aoft T6blo Iba ANCHOR CAP.,,,„,,,,, _- substralo: 2.79 Cprorela 3.5k Con,. Hou"Chu) F100d CA1u PT weed Lletel (DP,,,)X( )-ANCHORCAP ..,, yl6'Eke 114*SS Eke CAVElco 11-1*05 Eka Ot001ca1 111281W #12 Wed MULLION CAP.,,,.,,,,,, AtKhor Type: 311C Elm NOadon 1144 Eko Uilm,on Yi6'Eko Ulhtton 114'Elea Uleacm Anchor Clip Patterns Ulu.. _ Atlprec4far U6racon AgpicOaiar s,ara(as)Screw(c5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edo(Natoneo(In): P 2.12• 1' 2-11T 3418' 1• _2-1R' 1' 244 2' 3.110• 2' 0.4V 451• � 6.32.1• CAPACITY REQUIRED'CORRESPONDING TO AN EmbnAneol pn): 1.314• WV4' 1x14' Id14• 2' 1.114' 1.114• av4• 1-114'- 1.114' WIV 2• 1.316• 1a/6• wdas ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ar+bnors®4,75•h1m.O.C.7SNMerd«O,Tsei CnP tF(D:t>: N 390W 390 ms 45016s Oso Ws 16441bs 270 WS -2600s 351 os 740lus- 3741* 664 a* 0451bs 341 ms d4z iM 500 tbn OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Anuhem 4Q 1AG'1dln.O.C.7 Standard(w Offset)Qp(F1a.2)2): 460lbs 700 in FA'• WA IgA WA 380lbo NIA NIA WA IVA WA 682 lbe 6051h 1 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors@3'MIR.0,0.I R)2a6 A.0te Up.I(Fly.31: 7801bn 78o lbs 680lis 15W lea 1096 lbs 540 Ws' S60qu NIA 760 tbs 748114 am lbs 1692150 Gez lb,s 8 1120 lb, MULLION.IT WILL YIELD A MINIMUM ANCHOR •• 2 AmMis @ 0,45'MIn.O.C.IU47ip,lo*.125'A1um.(FID.4):V NIA WA WA WA IFA WA -• NIA N/A WA WA WA WA WA 715 ibs CAPACITY WHICH MAY BE USED TO QUALIFY 1 A1wh«rFC1gt(Flg.sy: t95tW 19515z 225@s 4451bs 822 lbs 135 lbs MClbs 177lbs 3101bs 1871* 3321ba 473lb,, 110 ws 221 It* 2001bs ADDITIONAL ANCHOR OPTIONS FROM THE 2An,hor@1./5-Min.O,C7 F•C11p(Fq,6). 240 ms 360!as Nlq' WA NIA IFA tta lbs WA IFA WA WA tFA 341 ibs 4421* 560163 ANCHOR -ACITY T RODUCTRBV154'D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS TI IE STANDARD CLIP. CIRCLED VALUES ARE USED 1N THE EXAMPLE ON SHEET 24, a in Jplyag with be Pleads 3alldtng tb41a ,,!! tictplanCo No FIGURE 1: FIGURE 2: TABLE NOTES: xplaa , 4te -•� 1.000' I-- v 1}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ly "• ! r SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Main ado P�of"•, 11j1II11111rr77 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR 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" >�,•'..........• F �� • a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i1 t • No.58705 ANGLE CLIP MUST BE USED IN PAIRS, SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ( d - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED •850' FIGURE 4: FIGURE 5: FIGURE G: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125" '(' STATE TI41CI<.STEEL STUDS 70 RE A MINIMUM GRADE 33 AND.045'TWICI<(III GAUGE),STRUCTURAL STEEL 70 BE AT �'--'A,.OF41Ut',•,•'��•��• LEAST.125'THICK AND 4030.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND 1'X 2.7:i X.650'MULLION � •..,„,. G ® e THE MATERIAL.IND&1112 ANCHORS INTO WOOD MAYBE STEEL,18-0 S.S.OR 410 S.S. stl5'`,QNn4; A.LYNN 1�ILLER,P.E. FL P.E.1158705 TABLE 5A �Fa� - Mullion Capacity TRbiO baM=-�- x t` Opening Width(for wAlealy-spaming mUllons)or Opening Height(for lraN7nrialy-9p8rrirg mUlion4) t K a SO In 60 In 70 In 80 in got" 100 to 120 In 140 to 5601n 9•i p RoWaliFdar Dap7darg. Reclan6uar Trapt7rlan6- RaeSnnOufat TtOp'Fdeng. Rocls0914ar Tropr7dong. RaGangdro 7fo4r'TOanII• Roetang+tar ho filing. RactangDlnr 7ra4J7dwu). Ruc4an0Nar TmAlofKy, nodoomlu Tfapfrdonq. q 1"x 3.126'"% Loading Loodnq Loadnp Loading Loading Loadnq Loading LoadinO loading LOadnO Looda9 Loading L-Roo Loading Lo3dn0 Loodog Land.; Loadino oyr i -Ii-91 - boo"Alam d2 p a a r r r _ x a z r. a x p A a r x Tubo Mull g a i a,. a 0 a m 6.. ° 0,. CT v` 0 g n u u uo v o� u u,r u u ug sk leg 04 4210 170.0 820 110.4 435 170.0 744 170.0 478 170.0 888 170,0 506 170.0 902 170.0 S1B 170.0 1116 170,0 521 170.0 1240 170.0 521 170.0 IdDB 170,0 521 170,0 1775 170.0 521 154.4 1802 170.0 621 J lAl 4810 170.0 708 170.0 524 170.0 8'A 170.0 584 170A 092 170.0 030 170.0 117] 170.0 007 170.0 1275 170,0 677 170.0 1417 170.0 080 157.7 1577 1700 080 135.1 1577 176A 000 it8.2 1577 170.0 660 �+ Z SO.FZS to 170.0 747 170.6 553 170.0 890 170,4 63S 170.0 1048 1700 884 174.0 5105 570.0 723 170.0 f34S 4740 747 1700 2494 176.4 750 544.7 5495 110:0 754 12L5 1495 170.0 756 1%3 1495 170.0 756 p 8 5410 170,0 797 1100 612 170,0 950 170.0 691 170.0 1110 170.0 754 170.0 1275 170.0 603 106.1 1401 170.0 037 149.5 1401 170.0 958 IVA 1401 170.0 881 108.0 1401 MA 801 03.4 1401 Woo Wi CO Cl) � 6010 170.0 885 470.0 701 170.0 1007 170.0 707 1505 1156 170.0 678 158.7 1156 167.0 028 123.3 1150 156.5 017 1110 It% 149.7 Oro 92.5 4156 144.6 903 70.3 1460 144.5 003 09.4 1156 144.5 903 t- c 4310 176.0 030 170.0 745 450.9 1049 1700 850 137.0 1049 455.5 W0 140.8 1049 141.7 040 100.5 1049 132.0 830 05.9 1049 1211.5 020 70.9 1049 110.3 820 40.5 1040 118.9 810 59.9 1048 1t8.9 010 z M 6810 108.0 855 170.0 780 1300 055 161.7 004 1101 055 133.7 700 104.2 055 121.4 776 02.0 055 112.0 785 63,4 955 108,4 707 04.5 955 09.0 740 69.0 055 00.7 740 52,1 055 08,7 740 j W��, � ••�+ J 7210 128.5 803 134.9 097 107.0 603 IMA 802 91.0 803 101.1 670 60.3 603 91.2 059 71.4 603 83.0 049 64.2 603 78.0 042 53.5 003 122 632 {SA 803 600 628 40.5 803 69,7 027 (A gZ 76tH 769.2 721 M4.1 620 04.0 721 97.0 810 78.4 721 85.1 805 08.3 121 76.6 595 60.7 721 70.1 586 54.8 '724 65.4 670 45.5 721 59,4 509 39.0 721 56.0 564 34,1 721 58.1 503 did, 70 in 101.0 804 105.4 599 04.2 684 GDA 561 72.2 604 70A 576 63.1 684 70.4 567 58,1 084 64,4 558 $0.5 684 59.0 551 421 004 64,1 541 36,1 804 51,3 630 31.8 664 00.6 534 ♦^ = r `r - _e ........� $ Q N o oq In 05.6 $14 61.9 450 64.6 614 67.3 448 <7.0 614 600 M6 41.1 61; 480 437 70.5 did 40.5 427 720 SH $7.3 421 270 Si4 37.0 {12 23,0, 654 79.4 4110 20.0 b14 200 403 <( tti �Z 06 to vd.2 452 55.7 404 45.2 d52 47.0 303 38.7 452 40.0 300 330 452 36.4 384 30.4 452 32,9 378 27.1 4S2 30.3 373 228 -052 20.4 785 70.4 4S2 24.2 750 40.0 452 22.6 355 C) 8 C) I081n 38.! 357 JB,O 322 317 757 ]2.7 717 21.2 3S7 20.4 312 23.8 757 25.2 308 21.1 757 22.7 703 100 357 20.8 290 16.9 357 18.0 297 13,0 357 18.2 287 11,0 357 16,0 203 W III In 35.1 336 75.8 300 20.2 376 76.1 301 250 730 20.1 200 21.6 330 27.1 202 10.5 376 20.p 280 17.6 378 19.0 284 Id.B 336 10.5 278 12.5 736 14,0 273 1!A 336 13.0 269 tq 42010 21.7 289 262 283 23.1 289 23.7 259 i8$ 289 20.5 258 17.3 207 18.1 252 }5.4 289 18.3 249 73.4 289 14.8 240 11.6 269 12.8 240 00 289 IL4 238 8A 200 10.4 232 („) X Q O O TABLE 56 Z._ ANCHOR CAPACITY ADJUSTMENT FORMULA: m0 st0 AnohorCo aci Table los -- ---- w� ANCHOR CAP.--., a; y substrate 23h Conerde 3.5k Cmc- WON Crau 1`1304 CMU PT 74wd_ mod (OP,,,)X( )=ANCHOR CAP.,," ;ltC Elco 114'99 Eke Mir Efto 114'SSEIto 11105tfd NI25teai Nit Steil MULLION CAP.,,..,,,, AnchorCllp POUom4 Anchor Typo JrtG Elco Ullratm IN'E1:DUAgcon Unmton 31161 Elm UOrsOn U4'Ekourtn<on Aggrcftaor Unractn Ag0rW:4or Scfew(U6)Screw(G 5) screw(m5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E4gx asiarrogn} 1' 2.4(2' 1" 2-U2'" 3416' r 2-112' 1• zarr 2' 3.118' _ 2' 0.49• 6.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN __ - Pmtednrnl n 1,114• t.N4' 1014' 1.114'` 2' t-174• _ ttl4' 4.114' fald' 4-114' 1-114• 2• __1.3re• 1.5'6• IMes ACTUAL PRESSURE REQUIREMENT FOR THE 2nrtlpra€g 476 rate o.e,rss�maro«oriel Crp(rl4 t) 708 ms 39011s d;0It" Hao as-isu wz 210703 2m Ibs-" 334 to$ Males aro IN- 654 m7' a51N 041 IDs 4421: :36116 OPENING,WHEN IT IS LOWER THAN THE MULLION 4AmhCfS@ iA5.6nn 0.C.)Stmd M(or bet)CIIII 2) 460 703 76 IN ILIA IVA" NIA RIA 300lbs urA - IVA urA IIIA IVA - Esz lDa 66510 n201ts CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ar�mtspsraL•r.o.o,rCr}z<5Aro160+psrgig3> Teams -tH31os 6aalbs ISda» 16a:ws Maras 5601; IUA 7011, 7delbs smws 16szaa mzms am IN 1120lus MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Arc 7013Q6,45'IAIO.O C.I U.COp,Into.125'Alum.(F4,4) IIIA ILIA INA IVA _ WA IW IVA ulA IVA NIA _ IUA y ILIA IUA IVA 1073 too CAPACITY WHICH MAY BE USED TO QUALIFY tnrcterl PCF D 6J 106703 105 IN 225 w1 4451bs 922104 13513 1491°3 177709 3701M 1671bs 0.'21b8 473 h[6 470 ms 22166 260 IN ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anthem I.75'LOn.OA.I PCn 0106' 240100 J50I� NIA IVA IVA tt/A 100116 RIA IVA NIA NIA tUA 311107 •142103 z6o 163 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 'HODUCP RBVISBD to care ylog iYltb(he Florida t-1.000"-I undfng tbde _ �41r�--� tocptahtcoN° 4-x.7.0 FIGURE 1: FIGURE 2: TABLE NOTES: - xpSuiton Date ley 1 / 1)SEE SHEET 4 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. iami ProductCoutm~I ® SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. . ttl11111r7t 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANP!OR OPENING WIDTHS IS ALLOWABLE. r FIGURE 3: 3,12:1 \`�� p\-0`I ,....,,d// 11111 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. "_•,.'41C.FFlS,�•••,F.fl HOLES TO DE DRILLED IN THE FIELD FOLLOWING EDIMENSK)NALLOCA IONS.RESTRICTIONS SHOWN ON SHEETS 24.23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. NO.56705 ANGLE CLIP MUST DE USED IN PAIRS. 4)SUBSTRATES:CONCRETE GROUT-FILLED CONFORM 70 AC130t SPECIFICATIONS.HOLLOW AND GROFILLEO _ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125• 01` 1`%3.126•X,5'MULLION (7 :NATE OF It,, THICK.STEEL STUDS TO DE A MINIMUM GRADE 33 AND.045"THICK(16 GAUGE),STRUCTURAL STEEL TO BEAT {1'VF MULLION) l•'•.!0<OR.Ot;..•' \` LEAST.125•THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND frf LSi •......• `Z71. ® THE MATERIAL,1)10&ii 12 ANCHORS It4T0 WOOD MAY BE STEEL,16.5 S.S.OR 410 S.S. 1 'S/(JNA, E`0 A.LYU'MIC116,P.E. FL P.E.0 58705 TABLE BA- �. .� �- - �MI, Mullion Capacity Table Ib6U42) Opening Width(for wrilcallysparmirg mullons)or Opening H9lglit(for t'OflzontaBy-sp9/xtr10 rnUtions) �K� 50111 60 In 701n 801n 90 to toolin 520 to 140In IGO in $�d fteotong lar TrapRsion9. Re4tallaWar 7ralaTdan4 •Fte4lonspatar Tr0p+T9an9• Ra6onpdor TrapRdan9. ROatantNim 7tapfTliang. R06argdnr TWN7d0np. Reatan0uim TiaplTdana• RaelOnWler TrapRiWng. Roolen0ular 71on/f"noP. a� 4x4x.126 Loada10 Loadn9 Loadno Loadna Lcadng Load" Lmdna L.&II Loading Loadne Lwdn9 Loadno - tAadiq tnadrt9 Leadnb Loadne Laadn4 Waring sx Alum.Tube Zff Mullion (NI GO a Z E L b. ti 8 b x s 8 a x to o ' a ! 2 _ a� _ aLi In 170.0 420 1'10,0 135 570.0 7A1 170.0 478 170.0 888 170.0 508 170.0 882 170.0 510 170.0 1116 170.0 521 170,0 1240 170.0 621 170.0 1488 110.0 621 545.8 1489 ItQA U21 127.6 1489 170.0 521 4817 170.0 708 170.0 624 170.0 650 170.0 664 170,0 992 170.0 030 170.0 1133 170,0 661 170.4 12711 170.0 017 160.3 1303 170.0 660 .110.3 1303 170,0 580 111.7 7103 770.0 680 97.7 1301 170.0 680 � '2 ne § 4N 60.026111 170.0 747• 170.0 563 17" 6% 170.0 831 170.0 1048 170.0 484 170.0 (795 170.0 723 164.1 1215 170.0 747 140.6 1235 170.0 768 17.1 12SS 170.0 76G fODA 1275 170.0 7110 B7.B 1235 170.0 758 L "7 0 641n 170.0 797 170.P 612 170.0 050 170.0 691 170.0 1110 170.0 764 f64.4 1158 170.0 803 137.2 1158 170.0 937 123.6 1150 170.0 OW 102.9 1158 170.0 861 88.2 1158 170.0 66f 77.2 1168 170.0 681 1st M O 110 in 170.0 089 170.0 74) 168.7 1012 170.0 787 1-02.9 1012 1661 0.72 125.1 1042 148.7 e15 tt 1.2 1412 t346 $Or 100.0 1012 130.2 781 83.4 1042 125.1 702 71.6 1042 t25.1 782 62.5 1042 126.1 782 47In 170.0 070 174.0 745 161.2 492 161.8 856 ffiQ,6 802 144.4 700 It3A P92 137.0 782 100,8 982 52f.4 788 90.7 082 114.8 758 15.8 802 108.4 745 8A.8 962 168.4 7-0-04 58.7 882 108.0 744 6?A 165.4 947 170.0 789 437.6 947 14-0.-0 788 115.) 847 130.3 708 503.4 447 757.7 152 Q68 047 108.7 730 02.7 847 102.2 727 00.0 047 05.1 713 59,1 017 84.0 711 111.7 OAT 45.0 711 Z' '�$j nIn 135.0 849 142.7 737 113.2 840 121.6 722 07.0 049 106.0 700 84.0 049 00.4 OBG 76.5 849 68.7 688 67.0 649 02.7 075 66.9 849 75.3 659 49.5 849 72.5 852 42.8 844 72.1 o5i '$ a _ 0. 76111 IIb.S 762 120.7 685 00.3 782 402.6 852 025 762 90.0 040 72.2 762 60.0 020 G4,2 742 74.2 C2P 67.0 7G2 89.2 643 46.7 782 82.8 G02 It.3 762 58,4 597 36.1 702 59.4 595 J fA Q J r r 2 78ln ime 724 iIIIA 034 89.0 724 9411 625 74:3 724 82,9 609 66.8 724 74,4 598 59.4 724 68.1 691 63.4 724 63.4 583 44.5 724 67.3 673 18.2 724 64.3 507 33A 724 •W,5 565 J 968r C4.0 641 17.8 403 68,4 543 40.7 474 49.7 543 52.0 ¢587 43.6 643 77.1 458 38.G 543 42,0 A62 34.0 643 79.6 MO 20.0 643 34.0 170 24.0 643 32.I 470 21.1 547 10.7 126 Z N OS In 57.3 476 68.0 427 47.9 470 49.7 419 10.4 478 41.2 412 18.0 478 38.0 406 41,8 478 34.8 400 28,7 470 12.0 185 21.0 A70 28.1 me 20.5 478 25.0 754 17,8 470 2¢.2 776 U) N'd ppO O to$In 40.3 377 41.1 341 33.5 377 34.6 135 28.0 377 30.0 330 25.2 377 249 a25 22,4 377 24,4 321 20.1 377 22.0 117 16.8 177 10.0 310 74.4 377 17.1 104 W r y �i a lbt In 37.1 357 37.8 323 30.9 357 31.8 310 24.5 167 21.6 313 23.2 35T 24.4 349 20.6 357 22.0 305 16.6 357 26.5 301 ISA 357 17.4 294 iX X `1 1211 to 79.3 .300 2Q.B 270 2;.5 306 26.1 217 21.0 70p 21,7 270 fB.J 106 10.2 287 IB.3 1(18 17.3 2G3 f..7 .� Q a O 114111 IT.O 212 17.2 180 '- t1 r Z}� SABLE 88 _ _ _ ANCHOR CAPACITY ADJUSTMENT FORMULA: § w0 go -"' Anchor Ca ncR Table bs- a ANCHOR CAP.,,,,,,, SaSstrata: MI,tbn0ra10 35k Cara. 110nacmu FBted deU PTWood Mclat (DP,.)X{ �=ANGHOR CAP.,., gib•Eka I li•SS Eko 816.000 114.9s euro 0108106 012 51cel 1142 51481 MULLION CAP.,,., AOCIIOr Clip PAi1Pm8 Anchor Type: WIG'Ef,01111 con 1/4'Elea Ulbacm 3116'Ek.uftw.n 114'Eko 11111a4M uitacon AO8re0nWr tnuae«, AggiaOetar 84mv(O5)S4raw(G5) s4raw(G5) USE THIS FORMULA TOOBTAIN THE'ANCHOR EdOa aslan0o(ki 1• r.A 1• Zan• 3/1P' I' 2-1W /• 2-im 2• 316• r IRV •_0.5r 0.32¢' CAPACITY REOUIRED•.CORRESPONDING TO AN Emtxdmm!(W): 1.714• faro• 1.314' r 1.114' 1.114• 1414' 1.114' 1414• 1.1/4• z• cars• -far8' w44s ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors@.0.711"MIn.O.C.l Standard of INWel Clip{F1g.182): 3901bo 4501114 Sea lbs 1644169 2701bs•~PB'4IQs 3541bs 1401hs 374 ibs 66416s 9401bs 311 Lbs QA211r, 560{5s OPENING,WHEN IT IS LOWER THAN E THEMULLION 4 Anotwn a 2.25'MIn.0.0,/SWrdazd(or Olbeq Cfip(FI9.3y. 1007110 seP ma 1410Ibs 0521b5 WA 660 ft WA 030 ft WA 960Ins WA sez 15s 886 ix 14201 110 CAPACITY(FROM THE TABLE)OF TI SELECTED BAnchaa®L16•MIn.0.0,Q.1alandwd(oro0ael)c5p 1.4): 9601113 � WA WA WA WA 7801hs WA NIA MA WA WA 735--- Nim. 17704bs Vito lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR d AneMra Q 3'Min CI.C,712)2x5 AnQla dips 1(F18.5): ]80183 OBO Ib5 16001bs 1800 roe 540 lbs 560 1b, NIA 7601b3 Men 800153 18921113 8621113 0851113 t 120 Lbs_ CAPACITY WHICH MAYBE USED TO QUALIFY BAnciprs®a'Min.O.C./2)2x6.011010 a�I+s 7lpi8.8j: 15701113 10201110 2310183 2844165 9io ros`&401110 tUA riA01es 11221113 13r010a 20701113 f0r2IUs 1527Ibs 5634103__ ADDITIONAL ANCHOR OPTIONS FROM THE 4Anchoro@0,45'etln.O.G.1U42(p,iMo,12b'Atum.1070.l): WA NIA WA WA WA NN NIA WA WA WA -"-WA WA NIA 54301113 ANCHOR CAPACITY TABLE. PRODUCT I4BVI96D _ 2Anohas 4ii 2.2!7 MIn.O,OlF Cttp(Fi0;0): 350@s 350163 2901113 7654113 470 ies WA 2001115"- WA 3151113 WA _A(Olba NIA 341163 44zlm 56816s H cOnyllylag Ri4l11hO 1+lOrlda 4AncMn®t.f6'hihs.O.C,/F C11p tF .9): -084@3 71141113 WA wn Wh - N4A u 36DIbs WA NIA WA 'WA WA 802ibs •"805183 1120W Bu0dto0 Oxb /�• -�� 1.000' f•'- f cupSmca NO NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - - OQte TABLE NOTES: �4t � Aiatn! 0-000-00 P�Conual FIGURE l: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE e: FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE 1141111 1117/ • • • • • • • • • • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ` ply( LIT IqN A. 1,�i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. a�\'' >-t('LNSC ••F�' • • • w • • • • • `•fit 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000• 3'4'/' No.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOWC� _ w= FIGURE 5: FIGURE 6: FiGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. .0 ��^"• La^.. p �� '� • •• • •• • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FtLLEO - 5 IATt:b 1/., • • • • L,=..--..0 tl_-,__.-J CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G00.WOOD SHALL I IMUMPRESOF A26'ATEDTHICKYELLOW 125' T F`I Ofi1Ph • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'7HlCIS.STEEL �• 'yFi4 •••••''' \C?: 5 STUDS TO BEA MINIMUM GRADE 33 AND.046"THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT LEAST 125'THICK ANGLE CLIP(FIGURES 6&0}MUST'BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.7710& t'X4*X.725' r i. ri i 1 112 ANCHORS INTO WOOD MAY BE STEEL,10.0 S.S.OR 410 S.S. MULLION A.LYNtJ 6,.L'5870 P.E. FL P.E.I!50705 Ln w TABLE 7A � a. Mullion CapacItyToldo villith y OponlnOWidth(for vadcatty•spami7gmupons)oroponlnOHclOht(for ho ,ordaIy-SjpinJngmulions) o!_te Q 601n BO In 701n Bow 90h lob in 1201n 1401n too in • 1 X4x.376 Rcelanputar 7taprttfang. RnUanp�ior TmpTdang. RealanDninr TrapRdang. Rcctan0alar fw; aong. Racton0ular T1aplTdang. Rectangular TraFlldeng. Rcatongula TrapRdand. Rectangular 1top.Rdaai. Rectangular Tra}PIHonB u Loading Loading Laadn11 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Landing Loading Loading Loadng a:q AIunl.Tubo �. 02 x � Mullion � $ $ � S � �, 8 � � 811 X� ba g•, W�4vl s $ s s. 6ss� ssca 421n 170,0 626 170.0 435 170.0 744 170.0 478 170.0 068 170.0 600 170.0 992 170,0 Tito 17o.o IIID 170.0 621 170.0 1240 170.0 621 170.0 1468 170,0 621 170.0 1735 170,0 621 O 401n !70,11 700 170.0 524 t70,6 1 650 170.0 681 170.0 092 1704 Wo 170.0 1133 170.0 Gat 170.0 1276 170,0 017 f7a.111417 170.0 660 170.0 17DO f70.0 680 170,0 1083 1704 680 151.8 2o24 170.0 686 -t W 50.k32b to 170.0 -747 510.0 563 570.0 698 170.0 631 170.0 10;9 170.0 1184 374.0 1593 170.0 723 1704 5345 1704 747 170.0 1494 170.0 756 170.0 1793 170.0 756 i66.a 1018 tlox 766 136.5 1819 170.0 758 � a,`� � L 54tH 170.0 797 170,0 612 170,0 058 170.0 091 170,0 1116 170.0 161 170,0 1276 170.0 803 VITA 1434 170.0 637 170.0 1694 170.0 858 159.9 1799 170.0 B01 117,1 1799 170.0 get 120.0 1799 170.0 061 � C) 0 66tH 170.0 885 }7P.0 lOi 170.0 1063 170,0 787 V0.8 1240 170.0 078 170.0 1417 170.0 044 174,0 t69d 170.0 996 155.5 1610 270.0 1873 129.8 1610 f7O,0 1063 11LO 1619 170.0 1063 87.2 1619 170.0 1083 m J 631n 179.0 830 {70.0 745 170.0 if t6 170.0 850 l70A 1302 1104 040 179.0 1488 170.0 1016 150.7 1642 7o.O 1075 14 L0 1542 170o 1122 117,5 1542 MILL 1158 100.7 1542 161.0 1157 80.7 }542 1074 1157 •--1 68in 170.0 074 170.0 789 170.0 1169 170,0 90J 170.0 1304 170.0 IG02 1800^1472 170.0 1086 142.6 1472 1W.0 1146 120.6 1472 450.6 1110 107,1 1412 147.0 IIN D1,8 1472 146.0 1104 60.3 1472 146.0 1104 8W 6 b G� 72 in 1740 LOOT 170.0 870 1704 1276 170.0 1009 159.0 1320 166.2 UOi 132.0 1326 149.9 1082 117.3 1120 1374 1060 103.6 532o 128.6 50419 88.0 5320 1IIA 1024 75,4 1120 tCL6 1013 66.0 1320 $12.5 tot2 W.� 8 761n 170.0 1122 170.0 937 149.0 1104 159.4 1013 128,2 1104 139.9 994 112.2 licit 125.7 070 80.7 1104 115.J 004 09.0 1184 IOL5 952 74.8 1184 D7,13 915 6411 1181 D3.1 027 66.1 1184 02.J 925 J o Z 781. 160.1 1124 170.0 967 130A 1124 147.0 065• 110.6 1124 128.6 947 103.0 ti2d 115,8 831 02,3 1124 103.8 810 63.0 1124 •e5.O 908 69.2 1124 09.0 090 68,3 1 I 84.3 801 61.9 1124 e3.2 078 - r' 90tH 100.1 614 151.6 750 00.1 04; 94.3 736 77.2 844 82.1 724 87.11 614 73.3 712 88.1 844 68.6 702 64.0 044 61.4 693 45.0 044 64.2 678 39.6 Oddi b0.0 C•o8 33,8 84{ d7,7 662 Q N O y d Z go In d-626 742 01.5 663 74.2 742 77.2 652 03.6 742 67,2 641 $5.7 742 59,0 Wt 49,5 742 04.1 622 44.6 742 49.0 G14 37.1 742 d].G 600 31.0 742 38.8 690 27.0 712 37.6 504 447' 60'1- 1001n 600 63.0 530 52,1 606 63.6 521 44.7 $66 46.6 513 J9.1 508 41.4 b05 34,0 688 37,3 d98 3LJ 686 34.2 492 20,1 586 20,0 461 22.3 686 20.6 472 19.6 588 24.7 4GG I, c'$ tif1Y in 555 58,8 69J 404 656 49.6 495 452 655 42.9 487 38.0 SSS 304 480 32.0 655 34.2 473 28.8 555 3L3 407 24.P 555 27.1 457 20.6 6% 24,3 418 td.0 565 72.4 442 x 75 40.4 431 38.0 475 39.0428 12.8 d76 J3.T 420 28.5 475 28.0 414 25,3 475 ?G.0 409 22.0476 246 461 10.0 476 211 3972 16,3 476 187 J07 I{J 475 172 301 k U} id41n 330 26.7 305 22,0 330 2?,4 305 iS.O 330 19.3 297 16.5 330 174 203 d x Z TABLE 7B _ ANCHORCAPACiTYADJUSTMENTFORMULA: _'F Anchor Ca aci Tablo ba gw ANCHOR CAP.,,,, . 1 SuMtmta: 2.7k Comreta 3.5k Cana. _ HotWre CASU fired CMU PTWoad _ Metal_ (DP„o-)Xt }=ANCHOR CAP... - o arm 916'Eko 114'90 Eko 916'Elco iW'SS Eko 010 6teel 1112 Sleet 012 Sted MULLION CAP.,,,.,,._„ An_Mr Typo: 3116 Eko UlUaeon 114'Eko Uilroem 3116'Elco Ulumon 114'Eko UlUnem AnchorCiipPattem6 Uurxan AgarnGasar msmcan AOpraGatu sumo{a5y sumv(asy straw{os} USE Tt11SFORMUIJ+TOOBTAIN THE'ANCHOR Edpo gslono (In):'- t- 2AW =W'AWA ' 7•IJB' 1' 2-172• 1' 2.112'` 2' 3.110' 2' 0.48' 0,54' 0.321' CAPACITY REQUIRED'CORRESPONDING TO AN EmbMmdni{nC 1.374 t•3fM1' " ' 1.114' 1.174' 1.114' 1.174' YW/9• }are- wdes ACTUAL PRESSURE REQUIREMENT FOR THE _2A Oom Q 4.76'MIc.O.C.T Slondid-.109ia1 CUP(FI0,182): 390111$ 3900 ibs bs 10441bs xl0los 2B0Ibs 354 tot 745 Ics 374Im G6;ibs 040los altibs 4421Ms %0lb. OPENING,W14EN IT IS LOWER THAN THE MULLION 4Anclwrs02.25'Min.O.C,I Standord(ot Often Clip(F10,3t: 7001bs 700msbs 952lbs MA 500lbs TVA CIOibs WA 000Ida WA 6521Us BBRIDo 1i20ibs CAPACITY(FROM THE TABLE)OF THE SELECTED O Anahsrsg1.15-Min.O.C.7Standard"not' CiipjFip.d): GeOIDs idCOIDs WA H7A 7OO ibs NlA N7A NIA WA WA 1383105 1770 tbs 2248 ibs MULLION.tT WILL Yy£LDAM1NtMUM ANCtfOR 4 Anders Q 3'Nln.p,C.I(212a5An010 g1p51Flg.5}: 78016. i00Ics bs 1496 Ins 540 To, 500 lbs WA - 16U ins-" 7401b. 880111, 1892 lbs 682 Ica 68510. IIN lbs CAPACITY WHICH MAY BE USED TO QUALIFY (tAnolkrs @ 3•Min.O.C.t(2y 245A1gta pips!(fiO,By: 1170111. I 1170Ibs 1020111. 2346 ibs ;!-1_._ 8ttl i0: 840 ibs WA 11411ILe -TI-22-ft 132014. 21130111. 1022lbs 1327 rot _low Ica ADDITIONAL ANCHOR OPTIONS PROM THE 4 AmIm,0 015'M8n,D.C,1 U471p,1nto,125'Alum.IFb,7):Nfi _ WA WA NLA NIA NrA tUA tUA NIA WA WA WA NIA 14301bs ANCHOR CAPACITY TABLE. RODUCF RBVf9BD 2 Ancham 02.25'MIH,O.CJ F•gm(FSp.efi 350IUa 356114. 290 ibs 7051Us dT61U_a - N+A 2/61611 tUA 315fDs 440114. WA 311 iD. dd2lba 66010. is cnmpty(n({tyjt}S fhg[rt0{(tfal,,t4 Anchors G9 1.15'Mln.a.C./F47ip(FIg,W: 4B0IUs 700111. tUA ILIA WA WAJP41U: NIA IJIA NIA NIA Ga2Ics 003 Ibs 1120 Ica ugdlry}WAC4J..1- NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 4rrxpt9nro No `Y - t.os2' -- --� 1.000' F- ptnluDap6 TABLE NOTES: 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION •timet Dad;Prnduu C'oi FIGURE 1: FIGURE 2; FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 0: ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �' t t I I i fit • • • • • • • • • itt tl • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. ,�`��t)T�,,,••IVAI ••.!IdJ� ��i� + • • • • • • • * • 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE lt-, SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4,000' 4.000' Na,50705 ',r SHOWN ON SHEETS 21-23,FIGURES S1 IOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, FIGURE 5: FIGURE G: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS.HOLLOW AND },:...( �T"1 j5 L � �� • • • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00,W000 SHALL BE ;147 C flf• •417,` • • • • PRESSURF-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE ;TAT 1.96346 AND BE A MINIMUM OF.125'THICK.STEL STUDS TO BE A MINIMUM GRADE 33 AND.045' _ .5 THICK(10 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS .376" 75' loNn�. =�,��� ANGLE CLIP(FIGURES 5&6)MUST BE USED iN PAIRS. INTO METAL St TALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.Diff&1112 1'X 4'X... DRI A,LYNN�n�lL1ER,P.E. ANCHORS INTO WOOD MAY BE STEEL,10.0 S.S.OR 410 S.S. 'T'-MULLION MULLION FL P.E.If 50705 TABLE 8A Mullion Capacity Table IbsIN2 � x Opening Width(for w18calyspannIng m0ions)or Opening Height(for hodzortaly-spenriing m1AGons) 60 In Coln 701n 90 In 001n 120 In 1401n 1001. 1.26"% Reetmoular 71eprrdenp. ROclmIaler Twpri8an9. Reclangalar Tmprtdong. Reelenpular Rop•ManeFRInpular Trap/Ttlanp. ReelenP lar Trep/Tdone Reclangulor TwpRdanp. R.0mouler TrapRdanp. Rectanau}ar TroPITI.O, S d awe K Loading Loading to Loading Loading Loadnp Loadnp Loadnpdnp Loadnp Loadlq LoadOD L.01 Load06 LoadinO Loadnp Loading Loading oy s )j 3.188"% .266"Alum •'. F .F i„ .. A' � • S ' i• �Tubo Mull R �, GgN. . r a a s a �� a s ag1t� b � mE N4121, 170.0 620 170.0 43S 170.0 744 170.0 478 170.0 860 170.0 506 170.0 992 170.0 519 1110 170.0 521 170.0 1240 I7D.0 521 170.0 1400 170.0 621 170.0 17,15 170A 621 MIX 1760 170.0 521 13 O t� -iii _ __ 111 48w 170.0 708 170.0 524 170.0 050 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 661 110.0 1275 170.0 677 170.0 1417 170.0 690 164.8 1548 170.0 680 132.7 1540 170.0 680 115.1 1648 110.0 660 j 2 50.6251n 170.0 747 170.0 667 170.0 806 170.0 671 170.0 1018 170.0 •G84 170.0 1195 170.0 723 170.0 1315 110.0 767 167.0 1468 170.0 756 179.2 1608 170.0 768 119.3 1468 170.0 766 101.4 1468 IT00 756 a�° r17 W C> O 6t In 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 167.1 1370 170,0 637 146.8 1376 170.0 856 122.3 1376 170.0 681 INA 1378 170.0 651 91.7 1370 170.0 861 ED (A) M 601n 885 170.0 70t 170.0 1063 170,0 797 158.0 1156 170.0 876 139.0 1158 167.4 930 123.6 1158 153.5 919 111.2 1158 150.0 912 927 1158 144.6 905 70.4 1156 144.6 905 69,5 1158 144.8 905 F7.. W J631n 030 170.0 745 160.1 1031 170.0 850 137.2 t651 155.9 962 120.1 1051 142.0848 100,7 fO51 132.3 637 06.1 1051 125.7 830 60.1 1051 119.5 822 68.6 1051 119.1 821 60.0 1051 INA 021 2 n• �66In 957 170.0 709 139.3 957 151.0 605 110.4 057 134.0 700 104.4 937 121.6 777 92.6 957 112.8 707 03.0 857 100.6 759 69.6 957 100.0 750 59.7 957 90.9 740 522 057 06.9 748 Z J72In N-I.22 698 107.3 804 115.2 684 01.9 004 101.3 671 80.4 604 CIA 660 71.5 804 64.1 650 64.4 601 7aa 643 53.6 804 72.3 633 46,0 804 69.0 620 40.2 004 69.8 620 �6 LU761n ,4 630 01.2 722 97.2 610 76.2 722 05.3 008 66.4 722 70.7 598 60.8 722 70.3 590 64.7 722 65.5 660 45.0 722 59.5 670 37.1 722 60.7 565 N.2 722 66.2 644 ...i @ 2 76 in ,6 600 64.4 685 69.6 588 72.3 685 78.5 577 63.3 685 70.5 566 58.2 685• 64.5 560 50.6 685 60.1 653 42.2 635 54.3 543 36.2 085 CIA 577 •31.0 085 50.7 536 F N � go In 0 457 54.9 615 67.5 449 47.1 515 50.1 441 41.2 515 44.7 434 30.0 515 40.0 420 33.0 515 37.4 422 21.5 515 33.1 413 23,5 515 30.6 407 20.6 515 29.1 401X961n 8 404 45.3 453 47.1 397 38.6 _463 41.0 391 33,0 453 36.4 385 30.2 453 33.0 370 27.2 453 30.4 374 22.0 453 26.6 3GG 19.4 453 24.3 We 17.0 453 22.9 35G u001031. 0 323 31.8 358 326 319 27.2 356 26.4 313 23.8 350 25.2 300 21.2 356 22.77041D.1 750 20.8 300 15.9 35B 10,007 111hl 8 JO6 29.3 376 30.1 301- 25.1 336 201 297 Z2.0778 23.2 297 IB,S 336 20.9 209 17.8 336 10.1 285 (Y �(120In 7 264 27.2 290 27.8 260 19.9 290 20.0 250 17.4 290 16.2 267 15.4 290 10_4 249 clO144 in 3 188 _ Q. r Zco mo 40 TABLE 8B ANCHOR CAPACITY ADJUSTMENTFORMULA: AnchorCn acl Table lbs ANCHOR CAP.,,,,,,,,,, sntsta_1_e 2.7k Corcn7e 3ek cont. Ildwx p,lU _ Filled CMU PT Ivo 1 Lldtl (DP,,,)X( )°ANCHOR CAP.,,, NIP Elea Ileo le Eko NIP Elco 114'SS F.Ito most 812 Steel 912 Slml MULLION CAP.,, ,,,, AneltorClip Patterns Mcha Type O/1P Elt0 Ullrxm vd•G:o Ullacon 3'IC[Ito UtlfJcm 11d'F.ko Ullmcon uuracon _ n90reGNor unracm AO]rclidct Screw(G5)strnv(G5) 9c4av(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR __Edge aslarce 9n) 1• 2-v2• _ P _2-v2' 3-uP r 2442• I. 2-1n' z a1or z• 0.48• o.51- _ 0.32.4• CAPACITY REQUIRED'CORRESPONDING TO AN - 6m4dlrcil{ln tare• 1a'I tare' tale' 2• t-vb• 1-ve• t•vb• t•ve• t-va• bv4• z• 1.3'0' tdP canes ACTUAL PRESSURE REQUIREMENT FOR THE 2Am14a @ 4.7 Sr 141n OMI Sleirlard n 0IS&1 C1p(Flp t) 910IDs 39D lbs 45 1 6501 i6u ws 210lbs 280 IDS act ws 7��11s 314 ws 66!11s acus- 31nbs ...dd2lis COO lbs� OPENING,WHEN IT 19 LOWER THAN THE MULLION 4 Anchors @ 1.15-Min O.Q I SIMMId(of Cosc0 Clip 09 2) 40DID5 700 Im Nrn IIIA I urn Seo 1rc NA IIIA RIA IIIA IVA R." 215s pas na n2o Its CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arctlols@3't81n.O,C,I(2)2i5AIs7le C6psr(Rg 3) 700103 700Ile 60011is I5o7im_ 1095bs StOlbs w1 RIA 7601W 74811os 800lbs 1602163 682 Ls 885106 __I, IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Arctals@0.45'Ltln.G.CJUCOp,lnlo_12'u":Alum(FIg 4} lun 1Un IIIA. _^IUA IIIA IVA IVA NIA IVA IIIA IVA WnVA lun _ 1410 ns CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arctpq FCII plg.6y 19510; 1031ta 225ws 115 Ill. 822106 135ws 1401ta 177lbs 37011.- 187lbs 33211. 473 Its0IUs 2211os 260 IM ADDITIONAL ANCHOR OPTIONS FROM THE 2MCMrs@t.P:68n O.cl F4)li Bs) zoo ws 3:A 108 urn lun _ WA 1IIq tm ltd urn IIIA IUA IVA urnU ws Jd21r. rc9161 ANCHOR CAPACITY TABLE. PkODUCI'[iBVISBU NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Il uOdInS*1119« wllh the I'Ioritie BingCbdo FIGURE 1: FIGURE 2: Au�lltonoottD Q'� f•-1.250'--I Cyp ,Date r . TABLE NOTES: • • • nt 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ant e Produet Contln1 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. ��%% ONY LYNly FIGURE 3: , ,........!)1/� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188" "I.�>`•''V1c sd; CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 285, - ' No.501105 IN PAIRS. -:b 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = '�G2„•.., 1 u GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL /-•J��-q- FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 70 ` T 1) 1 %O S(AI OF 6063.75 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND T .04:1 THICK(IBOAUGE).STRUCTURAL STEEL TOBEATL[AST.12G'THICK AND A35.ALL 1,25'X3.108•X26:i MUl.L10N i�15 •.�YoR10t`.••'�\��` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.114'VF MULLION) �II`S/ON"I.. s�\, lt10&1112 ANCHORS INTO WOOD MAY BE STEEL,18-8S.2.OR 410 S.S. A.LfNN,QLCR:P.E. _ FL P.E.0 53705 TABLE 9A Mullion Capacity Table,(their?) Opening Width(for voniealty-spanning mu➢ions)or Opening Height(rorhadzonlaLyspofnlfg mullions) r 9r`'><�' so In 60 in 701n 601. 8o to 100in 120th 1401. 100 in txr r$ O heatan01da7 Trdg7darsg. ReolongWa7 Tweriaan9- Rod V. Tr4p(Cdano. RatengulaI trapt, a, R4U.nedtu T1.pRAup. R.o7xaWnr Teap7rut Ibclona n' Taftl'nnno• Roeldnpsnt froFRdsnO R4ehnguior Tmpfrden9. h d t: 1 X0.1 026 L03din0 LoAng, l..doa Loading Loatlin0 Loading tg2dnq tooting Lo.:d,g taaan0 LaednO Loadln0 Lending ioadnq toedinp Loading load.g toadn0 sye' Atum.Tuba _ _ _ _ _ _ jg�_ _ _ A' _ _ g�� V _ _ _ Eel Mullion C4a m W 421, 170,0 020 170.0 435 170.0 744 170.0 476 170A 060 170.0 608 170,0 092 170,0 5111 INA t116 110.0 $21 153.3 1118 110.0 621 127,7 1118 170.0 521 109.5 7118 170,0 521 85.6 1118 170,0 521 C) (- 401. Slob 700 170.0 624 i7n0 450 170.0 584 161.6 078 170.0 630 146.7 078 f7Q0 661 130,4 678 i7OA 677 10.3. 078 110.0 660 97.8 916 170.0 660 03.8 978 t7QA flim 73.3 978 170.0 b80 LU 60A25 to ItD.O 741 170,0 603 170.0 890 170.0 031 160.7 927 110.0 084 131.9 021 108.6 ?(a 117.2 921 %0.1 699 fOS.6 027 166.3 606 97.0 927 166.3 695 75.4 92r 156.3 695 OS.o 921 150,3 695 o (p 4 N 170.0 rar 170.0 Gt2 1b4.5 669 170.0 BB1 132.4 B69 13.9 083 IISO Bea 741.0 689 101.0 OG9 iJ4.0 600 97.7 DC9 129.0 654 77.3 859 S2IIA OS? 4a,2 860 128,8 432 FT,9 060 t28.8 652 4L! Q r12:1 7452 746 163.8 034 119,4 746 131.3 620 f023 746 117.0 608 80.5 740 767.0 fi9a 79.0 746 101.0 692 77,8 740 @OA 607 G9.7 740 85.3 507 51.2 740 07.3 50.7 44.8 140 93.3 593 VV}} M r� 12J.7 677 132.0 519 103,1 611 113.2 668 88.4 077 100.4 555 77.3 077 91.4 548 68.7 07J 65.2 5]a 61.9 677 81,0 551 51.6 677 77.0 629 44.2 077 70.1 020 311.7 677 70.1 520 C� �Lij 107.6 ail 150.! 630 69.7 617 01.6 big 70.9 617 04.3 509 67.3 017 74,3 $00 59A 811 12.6 494 63.8 617 68,7 489 44.6 077 64A 405 3&4 047 63.7 402 33,8 617 63,7 482 02.9 610 07.1 459 89.! 618 7L2 440 $92 65.2 /]2 fi"a 6111 60,a 425 10,1 618 bA.2 419 4Ld EIB 46.7 414 34.6 Sia 4a.0 408 20.8 518 450 405 25.9 516 45,0 405 2' -j 70.5 dfS 73.7 408 68.7 485 62.0 300 64.0 700 aa.f 465 424 381 392 415 45,3 378 35.2 4S5 42.2 ltd 2SA <65 30.a 387 25.2 4W 34.5 384 22.0 a6S 38.2 383 65.2 441 .46.9 387 Sd.3 dot 67,7 379 50,6 3J2 40.6 ddi 45,4 3611 38.2 441 4f.G 360 32.8 411 36.7 366 21.2 441 31.0 349 2JA 441 37.1 ]48 20.4 411 a2.7 315 42A 332 43.11 205 ]SA 3)2 37.0. 289 32.3 284 20,5 332 20A 200 23,0 332 20.1 2rC 21.2 332 24.1 212 17.7 332 .21.3 260 162 33? tD.O 3&2 t3.363 in 35.0 281 35.9 26a 29.1 297 30.3 258 20.4 262 27.0 201 23,5 248 t9.d 291 27.3 244 it-5 201 19.4 241 Sd.e 291 47.5 230 12.6 Zai t5,4 232 '+� NWain 24,6 230 25.1 208 20.5 270 21,1 205 18.3 201 15A 230 10,2 IW 111 In 22,0 $IB 2J.1 171 I8.0 2I8 t0.d 194 iG.O SDt 14.1 210 71.9 188 OHO oO 120{n f7,0 1sT 1al! 170 MO 181 {� X to 47) N d e� Z to N Q m Os0 TABLE 0B Anchor Ca acily Table(lbs) -� ANCHOR CAPACITY ADJUSTMENT FORMULA: 3' tl - It go O.Wtmto: 2.7k Concrete 35kcato. HOW.chlu Fired Mw VTWoad 1,idof {O}?,<)}( ANCHORCAP.,,.r,,,,,,, ANCHOR CAP_ 6116•Eho 114.85 Euro 5116*On. tI4'SS Etc. 010 Steel OR Steel U42 sled i MULLION CAR,,,,,,.,,, - Anchor Clip Patterns AIxMrTypo: 9tG•Ef.ounmcon tt4'EaOUluxon intoct 3116•EleoCunneen If1•EleaUilra.on A9am(lator U11twon AggreGolor Screw(05)Sato ir(GS) scrow(G5) USE THIS FORMULA TOOBTAIN THE`ANCHOR - Edge 01olonco ion). 1• 2.172' 1' 2-112• 3418• 1' 2.112' 11 _242• 2' 3•N8' 2• 0.48• 0.54• 0,324• CAPACITY REQUIRED-CORRESPONDING TO AN Ernbixftment 0.k 1-314• 1.374' 1.94• 1-314• 2• 1.114• i•141 I-Im 1414• 1114• 1-114• 2• 198' I.", adios ACTUAL PRESSURE REQUIREMENT FOR THE 2 An.tars 6g 4.75 Min.O,G./Slnrid,d ar 08so1 Cite(Fig.1): 39a lbs 39010s 4500,5 BOO lbs_ 1014 His 210 His 200 lbs 351 Ibs 740 Ito 374 lb, 061 ft 040169 3411b5 442 Ito w Im OPENING,WHEN IT iS LOWER THAN THE MULLION 4 Mere.r@1.15.1,11n.O.C.i StorvLird(of Offset)ptF{Fig.2}: 460 Mo, 700 lbs WA NJA" IgA WA 30D)6s NIA NIA NIA WA WA 64!2168 OBS lbs t1201bsCAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchof.aA 3'IAIn.O.G.I(2)2x5 Angie Clips I(fl.3): 780 The ?W lbs 680lbs 1560 lbs logo[be 540 lbs seo lbs WA 7601x 74674816. am ros 1892 lbs 682 ros _SOS Im 1129 ins MULLION.IT WILL YIELD A MINIMUM ANCHOR 7Arciwm00.54•Min.a.a7Uapt,h4q.100'At..!Fq,a): wA WA WA NTA IT WA WA wn NIA Wn wn wA WA WA owms- CAPACITY WHICH MAY BE USED TO QUALIFY _ 1Aneh«Ip.aln(Fq,S):�195Its 195Im 225 Ibs 4451as o22iw i3Sibs i4Qto, 177763 3r¢im iwibi sJ2ibs platbs 17¢me 221 to. 280 to. ADD{TIONALANGHOROPTIONS FROM THE 2Andwaa MV 1,11-O.C.I F�C4ip 4FIn.6}, 240 ins 350163 WA WA WAS NN 100 an WA NIA NIA WA WA 3f1163 442 b, 500163 ANCHOR CAPACITY TABLE. ItODUCPRBVISBD compTylag 3rhll the Florida TuRdingODde �� .,,.1.� FIGURE 1: FIGURE2: n2W catdw1co TABLE NOTES: mD • • • - 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 4)tunt t ado C�aiii;al ly- ON{.OAOING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. tttliitt 21 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��� L1'?" li FIGURE 3: ANGLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250• • * • 'LIP MUUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. t4u.58705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 100• .0 '•4•{ `�^ tY,' FIGURE 4: FIGURE 6: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTh1ERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE L ' Liu` t' ) Sl'Att: 0 �J.` • 6483-T6 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND - 1 '��'•.!T,Ot2tt7(`,•'' P?�' .0457 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK ANO A36.ALL '��+. • .....- 119 ` C ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.26'X,I00' IMO&912 ANCHURS INTO WOOD MAYBE STEEL,18-8 S,S,OR 410 S,S. MULLION 17 r, lyn1 t A.LYNN NIiLLK P.E. FL P.E.#68705 TABLE 10A _ _._......--- --"----- Mullion Capacity Toblo Qb.R Fr, OponingWldill(forvodicoayspar"n3mlflions)orOponingHaight(forhodzonfaayspanldngMillions) ��� a 50 in Gain 70N 00 in 90 in 100 in U In 140 in 160N u' O _ do 1.26%326 Rocianaw" Layfdang. R9dongulaz 7fopildang Renlangular TlapfTdang. R4cungular Tmpadang. Redanitulaf Trnprtdang RodanguNr TraprfrNng. Rectangular Tm dung. Roa.dinq l TLo.&gn9. Redmq.Ongar T7a I L..ding9' - n a %.626 Loafing Loading Loading loading Loading Loading Loading Loadnq Loading- Loafing La4d:ng 1.0d4V Loading Loafing loading Looting L9eding Loading oX Alum.Tubo .' .fit.. •� �,. § £.. •€ �i'.. •' s.. .� .s� .F .g� ­_ ',. .�a•„ �� .� .,� .§ .e.. .^ .�•- .�• .s,. •a �_ `` - Mullion a s� a a� ��, a�, ., x� s s� �� s aa u o s >; �� & A� - � x@ iT as o u" u v v u 3g u9 u ue u v., u `�, u uE a ua v uE` u sTe ii u"a m a.g `t r �' S"1 a �.� 5'9 1,,i a� .�•9 � a'L 15• � :•? 5 u 5•i; n�F Z $rc �� d`rc q @ d`04 �@ d`ri S� d rc � d`a4 '' 421n 110.0 620 170.0 435 170,0 144 170.0 478 110.0 860 170.0 506 110.0 997 170.0 619 170.0 1116 Ilea 521 110.0 1240 110.0 521 170.0 1488 170.0 521 1)0.0 17]5 170.0 521 170.0 1987 IT0.0 621 O W 48In 110.0 100 I7a,0 62A 170.0 850 110.0 607 110,0 992 170,0 630 170.0 1133 110.0 661 170.0 1276 170.0 677 170.0 1417 tree 680 170.0 1700 170.0 600 169.7 1979 170.0 600 148.5 1970 170.0 680 J 2 50.625 in 170.0 777 170.0 667 170.0 076 170.0 631 170.0 1016 110.0 681 170.0 1195 .170.0 727 1/0.0 1316 110.0 141 110.0 U91 110,0 766 170.0 179] 110.0 756 152.6 1877 170.0 766 137.5 1877 170,0 75G 'u O 64 in 170.0 797 170.0 612 170.0 ISG 170.0 691 110.0 1116 170.0 764 170,0 1276 170.0 003 570.0 1773 170.0 637 170.0 159! 110.0 856 156.4 1759 170.0 061 171.1 1769 170,0 061 117.7 1767 170.0 861 W O F-• 6Din 110.0 B85 170.0 701 170.0 1067 170.0 797 170.0 1770 170.0 gig 110.0 Id17 170.0 917 161.1 1511 170.0 996 145.0 1511 170.0 103] 120.8 1511 170.0 1063 {0].t 1511 170.0 1067 90.6 1511 170.0 1063 1=-• V r0 J 61 in 110.0 970 110.0 715 170.0 1116 110.0 850 170.0 1702 170,0 910 156.6 17r0 110.0 1015 1792 1710 170.0 1076 126.3 1310 I64.D 1082 fOf.d 1]70 155.7 1072 09.5 1710 155.] 1070 70.3 1770 155.7 1070 d E6 in 170.0 974 170.0 709 170.0 IiG7 170.0 903 155.6 1248 170.0 1002 1]6.2 1210 158.6 1013 1211 We 147.1 1000 108.9 1240 139.0 989 80.8 1240 130.4 918 71,0 1248 129,0 915 68.1 IY48 129.0 976 (n g �• z 2 72 in 167.8 1019 170.0 070 179.9 IOl9 1502 851 119.9 1619 172.{ 876 101.9 1019 119.1 no 93.2 1019 109.7 040 03.9 1019 102.7 63B G7-9 1047 91,] B25 67.9 1019 91.2 020 62.4 1019 91.1 820 o i6 in I/2.T sl1 119.1 812 118.9 911 126.0 805 101.9 911 II1.2 791 69.2 941 100.0 771 79.3 941 91.7 766 71.4 971 05.5 767 595 941 11.6 747 51.0 941 77.0 777 44.0 9{f 13.7 736 J ' rcZ R 70 in 1]2.0 89! 137.6 703 110.0 891 115.7 TGI 91.3 091 102.1 757 82.6 '891 91.9 7A0 77,3 894 81.1 770 66.0 091 10.7 721 SSA 84{ 70,7 707 47.1 894 67.0 701 11.] 891 68.1 690 Q 901n 05.9 671 88.1 696 71.6 011 74.9 665 614 611 05,3 675 67,7 671 60.2 -666 47.1 G71 52.9 559 43.0 611 49.0 651 35.0 671 43.1 639 70.7 611 39.1 571 26.9 671 31.9 576 961n 70.0 590 72.8 627 69.0 690 61.4 Sig 60.6 690 57.4 609 443 590 47.6 502 39,3 690 43.0 491 75.4 590 39.6 488 206 690 71.7 471 25.3 690 31.6 469 22.1 500 29.0 46! Z _ ?C ao IOBin 49.7 166 50,8 421 41.4 466 42,8 414 75.6 46G 77.1 •100 314 466 32.9 402 27,6 466 29.7 795 24.9 46G 21.1 391 20.7 466 23.5 302 17.0 466 212 77fi 15.6 466 19.6 770 N u0i o 0 lflin 45.8 IJ1 46.1 dOD 70.2 •111 77.7 77] 72.7 411 74.1 OBik266441 70.2 702 25.A 411 27.2 776 22.9 d4f 2J,9� 772 19.1 441 21.6 767 16,4 471 19.7 356 14.7 611 17.8 351 X 1201n 76.3 378 35.9 31! ]0.2 310 71.0 379 25.9 310 26,0•��73J378 23.7 329 20.1 ]I8 21.7 725 10.1 77B 17.6 721 16.1 778 16.1 314 _- _ N 144 in 21.0 262 21.2 272 17.6 262 17.8 219 15.0 262 16.7 236 Q.. Z V) rn a m o 5•.o TABLE 10B _. - ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Copaclty Table(lba) ANCHOR CAP.,__.) SDtblmle 2.7%Corcnle 3.6%COnc, lien"allu FIBOdI IU PT Me MMJ _ (DP„)X( =ANCHOR CAP.,,, -'-'- y1g-plcg "- 10.59 rico fac emo trd•SS Euro 01DIAW glz Slccl 1112 SWI MULLION CAP.,,,,,,,,,,, AnchorCllp Patterns - Menrr lypc 3'1C Elco uhtxcn ile•Elcounraron 9IC F.lcoUtt/sm ir4'EuoUnlacon _ (O1_ USE THIS FORMULA TO OBTAIN THE'ANCHOR unracon Agg-cad0r UNacM, Ann,,30lor St (G5),Scfw 5 SR6w(G5) Edge aslame on) v 2-Ur. P 2.112• 3.110' t• 2.112 1' 2-11T r 3178' 2' -ii ae• 064• 0,324' CAPACITY REQUIRED'CORRESPONDING TO AN F.mbeam nl n 1 V4- 174' 1314' i-W 2' 1.14' 1.114' 1-114' 1414• 1.11• t-1r4' 2• 1.378' 198' tams ACTUAL PRESSURE REQUIREMENT FOR THE 2Anciels Q 475r IaIn.O.C./Slatdavl of WWI all 09 q (10105 3aD 1 d5D los 8901bs 1661105 __270tbs- 280 ms 354 ms 740 lbs 374105 661 its 9461m 311 ros 4421w Lc0 wa OPENING,WHEN IT IS LOWER THAN THE MULLION 4A1%h1lS@lA5-MhI 0.C,1b1o1w0(or GseOCUp IF102) 480105 70011ti t41A IUA I41A IIIA 380116 IIIA ILIA NIA •IUA ILIA mems au,IDs 1120 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amhw3 y39dIn.O.C.((2)at,Ar01eCUPS/(Rg,3). 703!as 780 m; 610 ms 15W its IVAID9 510105 5wlce NIA 760105 748 me_ 880 me 1692 leg 6821bs 6(15 lbs --1120ge MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Amhofs Q o.W'1410.O.C.r U-Clip.In1o.100-Alum.p'Ig 4) RIA ILIA IIIA ILIA NIA IUA 1UA IIIA IUA 111A- IUA TVA NIA IUA110 CAPACITY CAPACITY WHICH MAY BE USED TO QUALIFY IAM, mg 5) Mies Iwm1 __2Y.+IDs 4451tr, o7tite 1351Ds 14705 177ms 370100 107109 332iw 473 ms 17oms- 2znw 280 IDS ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCTRBVISRD - 2AnciaaQl.1cL11nO.C//FLOP gg) 21oms -TO_1W nla rvA IUA IUA MR. N9A WA IIIA IUA ILIA 3U ms 44zIM 5G0IW ANCHOR CAPACITY TABLE. 33 cOMPlYfnpwhin the Via rid a 3undloBOod9 caI1tanvo No O-1 FIGURE 1: FIGURE 2: TABLE NOTES: - Dctc -`� t210" o1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONOddIkoducl CnutrTON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS A!ID/OR OPENING WIDTHS IS ALLOWABLE. �\ 1LY)N �FIGURE3: �a,0 ........ <<F3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.2 (-NSC' .ANGLE SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST BE USEDSHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDGROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTMC-90.WOOD SHALL6• JtFIGURE4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE S7'A'fli OF V6063-TSAND BEA MINIMUM OF.700'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ��`��.'•.,�lp111DP•''•CJ.` .045"THICK 10 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL '� LS, ••'-) G ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.2;7 X 3.25'X.624' S�vIVA�- 1110&f112 ANCHORS INTO WOOD MAY BE STEEL,10.0 S.S.OR 410 S MULLION A.LYNN[Nil III R,P.E. FL P.E.II 58705 TABLE 11A Mullion Capaelty Tobin ObsKla) �•! __ __��- _ q x Oporing Width(for vodically-spenting muDions)orOpoling HeIgh3((orhp7izo7talty6pgnNlg millions) 601n 60 in 70 in 00 in 90 in Igo in 1201. 140 in 1601. '((a'3i,7 126%3,94 ReclanguteI T1o0110ag. Rectangular Tropfflinm3. ReNonpu!ar Traprrdarg, Rectaagatar Tlop7dang, Ractaigutar Trapt(d,ng. Ro0uplar Tmpi7dang. RAclsnguiar Twpfrdang- R.Manow TeaVTdang. RttungMat Ttsp'rihag. n K %-624 Loading Loading loading Loading loading Loading loading Loedin9 Loading Loading Loading Loading loading Loading Loading loading Loading Loading Alum.Tubo .Eri� u.. •' •§'.. € '„ „ �' s""� � ''.. .�• .s .9 .s,� .§' .r '.g n .�• .F .a,. � �.., £„ .. Maloon a �.G ., s a .fin a a a a , a Vg a� La v u u o., ti u E u Ti vin u ne v oCIS 1 ai e' N ¢ 1`z 5'.4., d`aR d`a f Lt d`a` d`n4 @, d`a' c �`s` 'I @ d`rt d`a 1 a i $rc f'.'�' a` a d`v'•'42inV0.0 620 170.0 435 170.0 744 170.0 476 170,0 868 170.0 606 110.0 992 170A 619 110.0 1116 170,0 521 170.0 1240 110.0 621 170.0 1400 170.0 621 170.0 1735 1T0.D 52t 110.0 1983 1104 $21 LL 48 In 170.0 708 170.0 624 110.0 650 110.0 6BI 170.0 092 170A 630 170,0 1133 110.0 661 110.0 1216 170.0 611 170.0 1417 170.0 600 170.0 1700 170.0 600 170.0 1903 VISA 680 170,0 2261 170.0 600 a Z 50425 in I10A 747 510.0 663 1T40 896 170.4 035 1704 tDIS 170.0 684 170.0 1105 IrOA_723 170.0 1346 170.0 -747 tMe 1491 110.0 166 110.0 STIES 110.0 756 110-0 2042 1704 756 170.0 2391 1704 760 ,x+ b N 541n 110.0 797 110.0 612 USA 950 170.0 G91� 170.0 1HG 170.0 764 170.0 1276 170.0 Otl3 570,0 1434 170.0 837 110.0 1594 110.0 BSO 170.0 1913 170.0 061 1704 2231. 1T0A 061 1602 2403 110.0 661 LU O 0 GO in 110.0 805 170.0 701 110.0 1067 1708 797 170.p 1240 1740 676 170,0 1417 10.0 944 t7O,0 1594 170.0 999 170.0 1171 1108 1033 f7O.0 2126 170.0 1663 1807 2163 178,0 5063 1288 2163 170.0 1063 (n 113 63 In 110A 030 INA 145 IIOA 1116 170.0 860 170.0 1302 170.0 910 1140 1488 170.0 1015 570.0 1613 INA 1076 170.0 iDS9 110.0 1122 7569 2060 110.0 1169 134.6 2060 170.0 1171 117.1 2060 IWO i1ll � 0. c fifi In 170.0 974 170.0 709 110.0 1169 110.0 903 170.0 1]61 170.0 1002 170.p 1550 80.0 1086 170.0 1753 170.0 1165 170.0 1418 R40 1210 143.0 1966 170.p 1216 127,6 1966 170.4 1286 1011 1966 IID.0 1286 (71 d m 72 in 170.0 ODD 110.0 078 170.0 1275 170.0 {ODD 170.0 1488 USA ISM 110.0 1700 170.0 1228 158.1 1134 173.0 OLD 138.1 031 169.6 1306 IISA 7731 ISS.0 13M 99,1 1734 150.4 1352 86.7 1711 ISOs 1352 � �;g; ?r 0 71 In 170.0 1122 110.0 937 110.0 1346 170.0 1060 166.6 1556 170.0 1209 143A 1656 165.2 1206 01.1 1556 161.6 1266 117.9 1556 141.3 1251 90.3 1556 128.3 1229 81.2 ISS6 122,1 1219 731 1656 121.2 1216 a Z DON 170.0 1151 176.0 go? 170.0 1301 170.0 1116 155.9 it?? 169.3 1246 136.4 1471 152.0 1224 121.2 14Ir 139.1 1206 109.1 t477 129,6 1191 90.9 1177 116.9 1169 MIS 1417 t103 1160 66.2 1471 109.3 1155 Q �, ,f• 96 to 142.0 ISIS, 146.6 966 113A 1110 '123.9 068 101,5 1110 107.9 951 884 1110 96.3 936 I&9 1110 01.6 922 71A 1110 D0•7 X010 592 ti t0 777 891 60.1 1110 96.6 078 44.A 1110 62,1 DID � (0 '961. 111.0 976 120.3 072 97.5 976 101.5 856 03.6 976 08,3 872 77,2 975 78.6 025 668 915 Tt.2 817 68.6 975 GSA ggT 100 975 678 7B9 11,8 776 523 176 76.6 916 49.3 767 H x 07� � a too In 82.2 711 81.6 696 GB.S 771 lO.I 685 60.7 711 61.3 fi14 MA 7/d S0 601 46.7 Ill 498 655 41.1 171 40.9. bbT 11.3 IT7 36,9 632 290 7ti 36.0 621 25.7 7Ji 32.4 612 {!) R g��� Ill in 763 730 N,3 661 63.1 734 65,0 650 64.1 730 56.) 640 47.3 73O 49.9 631 4211 110 45.0 622 37.9 170 Al.ti 610 71.5 770 ]5.6 600 21.0 710 71.9 bp9 23.7 730 29.4 601 W c* 1201. 69.9 623 61.0 669 499 424 612 560 42.0 624 44.3 652 ]7.5 624 701 518 13.J 424 35.3 637 30.0 624 12.2 531 25.0 624 27.7 619 2t.d 624 28.6 3p4 187 624 22.6 501 w X Olin 31,7 433 35,1 460 28.9 433 29A 395 24.0 433 25.8 390 25.7 431 22.4 105 183 413 io.0 381 17.3 433 182 316 � ty � O � 0 (n TABLE 11B AnchorCapadlryTo6lo(Iba)� ---'• ANCHOR CAPACITY ADJUSTMENT FORMULA: `- b Wca 5ulelfatc Z.Tn Ob rdt S.GY.Cm t. HdtaN tY,!U Mal CMU PT 14000 Mal (DP,)X{ANCHOR CAFa_„c,,,,.,,.)-ANCHOR CAP.,„, " n� 5'1c Elco A •• IWSS Ek0 UIG'Eko /14.55 Ek. O105ttd 012SIMI $112 Met MULLION CAP.,,„,,,,•• Anehor Cll Patteme Mehrr Type 3rte Gteo ltOGztn v4•Ek00aracal unonew &tV,E1tog24/2' U4•Eko(Jftcon { ) ( ) ( ) USE THIS FORMULA TO OBTAIN THE*ANCHOR P Ag0rt{3aia Uar4cta A rtGaa Staex G5 StrOrr C5 Screw 535 EdgoaslameOn) r Vir 1• 2.112' 31190 1• I• Mir- 2. 3W r G.W 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmInednmi n 1314• 1314• ta.r lard• r 1.114• 1.114• 1.114' 1414• 1414• r I-a�4• lora• volas ACTUAL PRESSURE REQUIREMENT FOR THE 2 And»n@ 4.75'I,Iln 0,C.I Siamaa a ONel-ap g.1) 3D]In$ 390 Its 49)Ons Mling $Sri lbs 27010s- 2001t. -A611bs 7401te 374bs G61I. DIGfw 571100 442105 WO W0 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amnasal.ib'fitnO,C.lStmdaVao!uel3Ctpo9g2). 483flas 70301 Inn TVA IIIA 1101 57nfx ILIA MA g1A'' ILIA WA 602 lbs 9851. 1120101 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ancton @ 31 Min,C.C.10215 AMID Clips t iFl03) IM IDS OI. ESO IDs IM 1b. II)XIbs 610105 460 IM NIA )60106 7481a, B.I. t0.na ."a, km MULLION,IT WILL YiELD A MINIMUM ANCHOR 4Arch'an@0.5i'IAIn.O:C.ru-P,, 10.1D0•Nam Th 74) ILIA IVA 1701 IVA"- Y,tA 1UA IVA NIA IVA RrA IVA ILEA _ Nm CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchw I Mr,(Fig 5) 195 lbS los is 2251bs 485013 022100 136105 1401. 1771a4 5101. 167161 5121745 473 N35 170109 ADDITIONAL ANCHOR OPTIONS FROM THE 2Mctaln�f.16'MIn C.CtFCBp{Hg 6)' 240lot ,3511. IIIA 1. �tnA 11q 1007. NIA InA II)A IgA NIA 511109 ANCHOR CAPACITY TABLE. PIIODUCTRBVISIaD 747 V90111yh1g vnIth tho Florida BuildlosaDdo C6. FIGURE FIGURE 2: 1.250• Acapl�D� C .Q TABLE NOTES: - xPlra 0 to .. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 11011 Dnde Pro lact" `Coial 1`""� ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \`L i i 2)LINEAR INTERPOLATION BETWEEN MU:L LENGTHS AND/OR OPENING WIDTHS MALLOWABLE. ���p FIGURE 3: `;,�y4•• 4if,EP7S1;•"•.,�a ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3,04' c SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •'?� CLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 'A f No.58'105 ' � BE USED • -� IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 'T) •, � •�!�S i GROUT-FILLED CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-OO.WOOD SHALL _ FIGURE 4: FIGURE 5: FIGURE 4: (CMU) S'Alt:O- BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE %U•'• - 6063-TS AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,624' �� '••.rC0!1ipr,.•''(•��; Q e * .040'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL - `--• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 010&fill ANCHORS INTO WOOD MAY BE STEEL.18-S S.S.OR 410 S,S. 1,25•X 3.94'X.62.1• A.LYNN MiLLER,P.E. MULLION FL P.E.1158705 t TABLE12A _ Mullion Capacity Toblo bstliz Oponing Wldlh(forwrtically-sponrirg mt111ons)orOponlnD Haight(for hnd2onIO-sponirg millions) � �+ 60 in 601" 70In OD in 90In 10014 1201n 140In 160In ts� � 'c g s n RcdonpuWr TrnlV'Ydarg. RcdonOUar TmpTUang. Redan0ulnr TraplTAonp. RedBnpUor Trap'Tdang. Ralanpulor Troplidonp. RcclangUor TrapRdOn9. Reetanputar Trap/man0• M.14 or TwpRdanp. RU"tonpdar Tmprfdenp, d O 2 X 4 X,25 Lending taadne twdn0 CtvdnO LOadinD Loadnp LaSdng 1066114 toatGrm LOadlfO twdn0 Lord Loadnyi Loadnp Laadrtp Londnp Loadng Lnng p,.o: t- Mum Tubb _ Mullion ab p g LL S 6-2 (Y 3 8 t9` d d 3 d r3 t9., 5 3 3 d o 8 0 6 a 3 if 7E 73 it 0 8 c9 0 6 d e LO N s s s� s$ is sM € �. f3 g h.> a. $ a �. r >3 F s t. a. s h 21 z 4214 170.0 620 170.0 475 170.4 744 170.0 478 170.0 864 170.0 606 170.0 092 170.0 519 170.0 1116 170,4 621 170.0 1240 170.0 621 170.0 1408 170.0 621 170.0 1775 170.0 625 170.0 1983 170.0 421 f5 48h t70.0 703 170.0 524 170.0 850 170.0 564 1708 002 t7O9 670 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 5417 170.0 600 1704 1700 t70.0 C80 170.0 198} 1704 fi8Q 170.0 2207 170.4 880 J SO.G266r 170.0 747 170.0 567 470.0 090 170.0 6J1 110.0 1046 170.0 684 170.0 1195 170.0 123 170.0 1345 170.0 747 170.0 1404 170.D 758 110.0 1783 170.0 766 170.0 2092 170.0 763 170.0 2391 170.0 756 54 In 170.0 707 170.0 6t2 I7o.0 956 170.0 60i 170.0 1116 t70.0 764 170.0 1276 170.0 6D3 t70.0 1434 170.0 037 t70.0 1594 t70.e 050 170.0 1013 170.0 Ut 170.0 2231 t70.0 861 570.0 2650 5704 Set lid 0 8 d 8o to 1704 O85 170.0 7P1 170.0 iC63 170.0 797 170.0 1240 170.0 078 170.0 1417 80.0 444 170.0 1504 174.0 048 170.0 1771 1570.0 1033 170.0 2125 170.0 1063 170.0 2470 170.0 1003 160,0 2080 570.0 1053 07 N 631n 170.0 030 110.0 745 170.0 1110 170.0 650 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1073 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 168.7 2553 170.0 1171 145.0 2653 170.0 1171 �' __.1 64 in 170.0 074 170.0 709 170.0 HS9 f70,0 903 170.0 1384 f70.O t0D2 170.0 1556 170.0 5088 170.0 1763 170.0 1155 170.0 1646 570.0 1210 170.0 2338 t709 1276 f5t.9 2437 170.0 f280 132.9 2437 170.0 1260 co m G c 72 to 170.0 4003 170.0 678 170.tl 1275 170.0 1009 170.0 1468 170.0 1128 170.0 1700 170.0 1228 170.[1 1043 1704 1316 170.0 2125 170.0 1307 1459 2184 170.0 1488 124.6 2184 170.9 1520 109.2 2184 170.0 1630 761n 170.0 1122 110.0 937 1709 1346 170.0 1080 170.0 1610 170.0 1209 170.0 1794 t70.O 1322 165.1 1960 170.0 1421 140.6 1960 170.0 1605 123.0 INN 161.6 1648 106.1 1860 1549 1635 92.0 1960 162.7 1531 0. A 11!z 70 In 170.0 1151 170.0 907 5708 1381 1709 1110 170.0 Olt 170.0 1250 f70.0 ie42 170.0 1369 162.7 ISG1 170.0 1474 137.4 1861 163.! tSPO 114.5 1061 147.3 1473 982 INI 139.0 M% 65.9 1861 137.6 1454 Q t0 ,- y 9014 170.0 1320 170.0 1144 140.1 4300 160.0 5219 127.8 1398 1369 5198 1408 3798 12L3 1178 84.4 1390 110,2 1182 89.8 1798 101.0 847 76.5 ^1348 89.0 1122 87.0 1390 42.7 1105 55.9 53@0 70.0 tOQO {-- J _ Q 07 C) 0613 147.4 1229 161.6 7098 122.0 1220 127,8 1079 1053 1229 111.2 1061 82. 1229 08.9 1044 61.9 1229 69.6 1020 73,7 122D 02.4 1016 01.4 1229 72.2 003 52.7 1220 668 977 46.1 1228 62.1 OG7 dZ tCB to 203.6 971 105.8 877 66.3 971 804 862 14.0 971 77.2 849 64.7 971 68.4 O}7 57.6 071 Gt.$ 025 611.8 971 66.5 815 43.1 971 49.0 706 37.0 071 44.0 782 32.4 971 40.0 771 t j N 111 In 05.4 018 97.3 832 79,1 Oto 615 810 G0.1 019 705 008 r.9. 019 02.8 70! 63.0 019 56.7 764 47.7 019 61.6 774 327 919 44,8 758 N.I 910 10.2 742 29.4 BI0 37.1 732 W di 12014 76.5 786 76.8 716 62.0 708 865 705 $78 786 65.8 695 47.2 766 408 888 41.9 780 44.4 677 37.7 746 40.'+ --- a1.5 786 34.9 657 27.0 706 35.6 641 27.6 784 26.8 6J1 q 148TH 63.7 ..60 d+.2 �d 35.4 648 378 400 31.2 694 31.0 491 27.3 040 29.2 405 24.3 648 25.3 470 24.8 640 22.9 4T4 t8.2 ~648 16.5 {84 55.6 646 17.2 45517.7 548 iS.6 448 4 N ¢ O O TABLE 12B _M ANCHOR CAPACITY ADJUSTMENT FORMULA: lY U Z®�s.0 AnchorCopaci Tabto(lbs) ANCHOR CAP.,,,,,,,„,\ -_ sutsdalo 2A rare rete _ a5kcmc. IIcIWR ClIfu Fined CIAU 1'T 1Ycod Mad (DP,)X( 1'ANCHOR CAP.,,, �.��� fY16'Ettp cV1G[Ito t6tnxm V41 Eta 174•SSFko 5/1CBicp IId•sstko "Sled Ri26teel rn26Re1 Anchor lype 3'1C FICO UOracm 114'ExoUOraton � AnchorCllpPntlems un2con __ Ap{YeOaor Unr4ft cm Alg¢ Utr cScrew(Cs)Sucw(C5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR EdU7 Olsfarceoo) f' 2.1/2' Y 2-172' 3116` 4' 2-572' F 2.112' 2' 340 2' - 0.49' 0.64' 0.ctz4` CAPACITY REQUIRED'CORRESPONDING TO AN Emrx3onm19n) taw• 1,V4- laid- lad• 2• blw• 114•- 1-vn• 1.114• 1•114• I•Va' r taB• tam mics ACTUAL PRESSURE REQUIREMENT FOR THE 2AnctOm@675'MIn O.C,i'AaWnrd or0fiei COO(F12182): MO IDS 393105 450 IDS WO IN 1611 IDs 210W 200 Ito 35t lbs 7401ts 3741ds 561 Its 046116 3ttWs -442 ds TfAu ' OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anthers 4D 2.60'x11n O.C.I Simmtd(or 00seU Cllp(no 3) 744 Ws 740Ita 6301b5 140.5146 1424 Ibs RVA 5miN IIIA 005134 TVA em les IVA _ (pzlDs au's lac 1/20118 CAPACITY(FROM THE TABLE)OF THE SELECTED fiAmIm@13t-133 O.C.l SfoncUrd tm Ott;el)C8p(np 4) 885 Ws 10501 7:4106 IOd61ds IRA RHA 7051N IUA 790103 141A !UA RVA tO221t6 1327 IN im Im MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AM1013 Q 3'Min.0.C.1(2)215 Arglo,COps I(no 5) TPA IDS 7 IN Go ds 1560IDS Miter 51610, `590 Ito IIIA 7601h; 748105 BOO IUs 1692 IN- CUM DCS IN 1120106 CAPACITY WHICH MAY BE USED TO QUALIFY fiArel*fsg5•Mtn 0.0.t(2)2c5AfgleC0ps7(Fig 6) 1170Ws 11101ts /020 We 2340W 2044 ids as Dt 640 in; I IVA 1140186 1 W211,1 "13M lbs 24.13 Its 1 1 21td 1327106 15031M ADDITIONAL ANCHOR OPTIONS FROM THE 3Amtars®1.3I'IA1n.o,C.IU-0IIp,lnlo.12&'Num(F13'7)' RIA IUA 117A IVAlure IIIA IVA 11/4 IVA fun - IVA WA ...., IUA 10731 ANCHOR CAPACITY TABLE. 6Arcta.Q0.61•l.Ro.AC.t ULnp•INo.12W Alum.TV B) tuA_.,., WA IIIA !!VA 1178 RfA !VA !IIA IUA iIIA !llA MA IIR1 IUA �2t Iw PRODUCTRBVISBD 2 841505 4p 268'I.IIn O.CJ F4:Dp Alp O)934109 370134 3151ds 743103 712TH III/A 2C8 R6 IIIA 3!D It6 ntq ddO Ids _ n A 341105 442134 LfiO IN 23 complying tifih IbD Florida 81ShcD8 CO& 3AFG a Sf,41.71•MIn.O.Ct FLUp(fVA0) 443105 525lbs 370@9 073 IM 1475 IIIA 3:3106 t11A :+<JOIDS �IIIA 11A SttlOs G6l ICu OSO IN -Ptatwo NO �' '�•-1 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. on Data CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. xC- FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: TABLE NOTES: 2.000"- !lead a-' 1'tnJucl Com ♦ • •• • • • • _ • • 1111UItttlj/ 1)SEE Sl NERALEET I FOR INSTRUCTIONS ION METHODS,ON USING THE TAr3LES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR FIGURES: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGT HS AND/OR OPENING WIDTHS IS ALLOWABLE. • • o • .25D"-- 4.000" �s: I4o.58705 • • • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE H 134 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.7,3.FIGURES SHOW SUGGESTED,APPROXIMATEATE HOLE ;;�,�„'r-•^!� • a LOCATIONS. - 'v i�,a-�`�f(r7 ;'•rte r• ti i•ATE 0V titlti FIGURE 7: FIGURER: FIGURED; FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE 81 4ALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT :�,� ''•.�7.OR10�`••'���� Ifl IE (FIGURES 596) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.120'THICK.STEEL STUDS TO BE A MINIMUM GRAOF 33 AND.045'THICK(10 2'X V X.2uMULLIONIN^Adis, GAUGE),STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNERP.E. .. THREADS BEYOND THE MATERIAL.010 8 R72 ANCHORS INTO WOOD MAY BE STEEL,10.0 S.S.OR 410 S.S. FL P F lE 08705 a TABLE 13A Mullion Capacity Table IbsRt2 D'n OponlnaWidth(for wNicaly-sparrim]MUIIDAS)orOponingHe ht(for Wrizordalliisperrilgmullion:3) 601n 601n 701. 80 in DOht 1D In 120 In 1401n 160 In Red0ngulRr Trap/Tiang. Reetangdar TroplTdang. Recltngular TI910Imia, Reclmrgdar Tmp/Tdang. Raclengulvr R.prri.g. Recingdnr TmPPf'"It Reclangulat Tmp/Tdvno• Rod.ngaim TtnWlalq, [170.'0 ngular TtapRdan9• 'op 2 x 6 x.26 LOaJfn6 Lnadlq Loadnp Loafing Load.9 Loadog Loafing Lmdng Loading Loadng Losdn0 Loadnp I." Loafing Lo06n0 Loadn9d00 Loafing tiY ti x Alum.Tubo F^ ,. 'a ,. r x z• a �• a $.. $� t� r p a p d Mullion a ^ ° a v^ o.. •a a.. z a.. 'a a q.. --L0 a.. 'a a„ a a� �� p a a a- a.v e3" € hA � 1 '3h•�1es3z: vn`A421n 170.0 620 170.0 435 170.0 744 170,0 478 170.0 888 170.0 fi06 170.0 092 170.0 610 170.0 1118 170.0 621 170A 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 1863 170.0 621 481. 170.0 708 170,0 524 170.0 650 170.0 584 170.0 002 170.0 630 170.0 1133 170,0 061 170.0 1275 170.0 077 170.0 1417 170.0 880 170.0 1700 170.0 800 170.0 1863 170.0 080 2267 170,0 60050.6251. 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1040 170.0 004 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1703 170.0 758 170.0 2092 170.0 756 2191 170,0 758 o 641n. 170.0 707 170.0 612 170.0 050 170.0 691 170.0 II(6 170.0 764 170.0 12x5 170,0 803 170.0 1434 170.0 837 170.0 1594 170.0 656 170.0 1013 170.0 801 170.0 2231 170.0 86t 170.0 25W 170.0 001 LU 601n 170.0 605 170.0 701 170,0 1003 170.0 797 170.0 1240 170.0 870 170.0 1417 170.0 844 170.0 1594 170.0 090 170.0 1771 .170.0 1037 170.0 2125 170,0 1063 170.0 2470 170.0 1007 170.0 2833 170.0 10&1 F 0 811n 170.0 030 170,0 745 170.0 1110 170.0 850 170,0 1702 170.0 040 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170,0 1850 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2875 170.0 1171 2 § 661n 170.0 074 170.0 769 170:0 1109 170.0 903 170.0 1304 170.0 1002 170.0 1558 170.0 1680 170.0 1753 VD.0 1155 170.0 1046 170.0 1210 170.0 2335 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1286 Z g e 721. 170.0 1063 110.0 676 170.0 1275 170,0 1000 170.0 1468 170,0 1120 170.0 1700 170.0 1218 170.0 1013 170.0 1315 170.0 2125 170.0 1381 170.0 2550 170.0 1480 110.0 2875 170.0 1520 170.0 3100 170.0 1570 J W 781n 170.0 1122 170.0 937 170.0 1340 170.0 1080 170.0 1570 170.0 1209 170.0 1101 170.0 1372 170.0 2019 170.0 1121 170.0 2243 110.0 1505 170.0 2092 170.0 1629 170.0 3140 170,0 1894 170.0 3589 170.0 1705 ? � .Z 'E 70(a 170.0 1151 170,0 967 170.0 1361- 170,0 11.1) 170,0 1011 170,0 1260 170.0r2252 170.0 1369 170.0 2072 170.0 1474 170.0 2302. 170.0 1564 110.0 2767 170.0 1700 170.0 3223 170,0 1771 170.0 3083 170,0 1700 a -1 9D In 170.0 1328 170,0 1144 170.0 1684 170,0 7326 170,0 1859 170.8 1496 170.0 170.0 10.0 170,0 2191 170,0 1703 170.0 2056 170.0 1018 170,0 3186 170,0 2125 158.0 3413 170.0 2273 13G.5 3113 170.0 2301 zQ 901n 170.0 1417 170,0 1232 170.0 1700 170.0 1434 170.0 1083 170.0 1622 170.0 170.0 1794 170.0 2550 17D.0 1052 170,0 2833 170.0 2005 180.0 31D9 170.0 2338 137.1 1109 '160.0 2470 120.0 3199 150,1 2428 1- 5IZ Go.•O _ __ to a 9O a,- 1081n 170.0 1504 170,0 1409 170.0 1013 170.0 1647 170.0 7231 170.0 1670 170.0 170.0 2076 164.6 2781 170.0 2271 140.3 2781 101,9 2333 123.0 2781 140.4 7281 165.0 2701 125.9 2234 02.7 2781 116.0 2100 N w ....__....._-.- -__ _^ 111 x o III 1. 170.0 1030 170,0 14:4 170.0 1066 170.0 1700 170.0 2183 170.0 1032 170.0 170,0 2148 151.0 2432 102,3 2145 130.0 2632 148.4 2216 113.8 2032 128.4 2160 07.6 2032 115.1 2120 05.4 2632 100.3 2090 IY Y X (n 120 In 170.0 1771 170,0 1588 170.0 2125 170.0 1858 154.4 2252 159.0 1001 135.1 141.4 1984 120.1 2252 127.2 1036 108.1 2252 116.1 1015 90.1 2252 90.8 1872 77.2 2252 06.0 1830 07.6 2252 01.4 18081441. 125.1 1581 128.6 1445 101.3 1501 100.1 1425 08.4 1561 81.5 IS07 70.2 007 1390 69.5 1564 72.3 1377 62.0 1504 65.7 1358 52.1 ISM 56.0 1330 44.7 1564 49.2 1305 39,1 1564 44,4 120.1 Q N O O TABLE 13B _..- ANCHOR CAPACITY ADJUSTMENT FORMULA: s �'e - Anchor Co acll Table lbs ANCHOR CAP.,,,,,,,,, n Substrate: 2.7k Commlo 3.5k Ce c. ImIaNCA(U RIM CMU PT Wood Mdal (DP..)X( )=ANCHOR CAP._ dib'Eko tf4'SS Elco 5/16'Elco IA'SS Elco HIO Steal U12 Slecl 012 Slod Ml1LLI0N CAP.,,,.,,,.., Anchor Typo: 3/16'Eko Ullmcon 1/4'Elm Ulm- 3116'R. Uitra:on IH'Elco Ulaacm Anchor Clip Patterns ul1'.. AgOmcolor I8lmcon AOamitmor Snav/(05)s'"(G5) S-W(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR EJpo gslanc0(In): 1• 2.12' 1' 2.12' 3.118' t• 2-712' 1• 2.12' 7 _ 3.110' 2' 0.48' R112 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN 6n): 1•LA' 1.3/4' 1.114• L3f4' 7 1-114' 1.1111' 1.114' 1-1/4' 1.114' 1-114' 2' 1.716' modes ACTUAL PRESSURE REQUIREMENT FOR THE 2 AndprsQ4.7M71n.O.C./$Ioft rd or Olfsal Oip(Fig.Id2): 3WIW 3DO Ib, 450lbs 890lbs _16441bs 270Ills 26016, 35416, '1401bs 374lbs 844 ms 949IM 341 ro, 5601W OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Qa]A,GB'MIn.O.C.I SkMad(orOO:eO Clip(1116.3): IBD IDa 76016, OOO IbD 17801as 723216. 51016, 56016, 708105 1480Ibs 7481hs 1272ros 18921bs a82 lbs 1120 ros CAPACITY(FROM THE TABLE)OF THE SELECTED BAnchas Oi 1.TI'llin.O.C./Slanderd(orOOseq Clip(Fb,4) 118016, tA001b, 1610 ros 259516, Wn WA goo lbs WA 100516. WA WA WA 13631bc 224010, MULLION.ITWILL YIELD A MINIMUM ANCHOR 4Annm 3'MlnO.GJ(z)2x5 M0Ilo Olps I(Fb.5): 7801bs 70016, 68016, 150016, 1000165 540IVs 56016, WA 70016, 740 Iba BOalbs 199216, G82Ibn 1120 IM CAPACITY WHICH MAY BE USED 70 QUALIFY -Fl chws83'IAn.OC.I(2)2a5 Anal.Ceps I(Fla.O). 1560 ros 15601bs 136016, 3120 ros 379216, 1080lbs 112016, WA 15201. I.lbs 1760 Ns 37041bs 110716. 2ADDITIONAL ANCHOR OPTIONS FROM THE am g01.5'h1in.O.C./(2)2z5An010 OipD I(Fig.7)'. 166016, 210016, 144016, 778016, WA WA 1320@, WA 15001h. WA WA WA 20451hs , 33901bs ANCHOR CAPACITY TABLE. RODUCI'TTBVISBD 4 AnchOra Q1.34I,IIn.O.C./UOIp,In10.f25'Alum.(Fb 0): IUA WA WA WA WA 111AWA WA WA WA WA WA WA M30 Ills ucontpfyingwhb Iho Florida OAnchas®0.64'!,(In.C.C./DCIIp,Inlo.t25'Alum.(FIg.9)O): WA WA WA WA WA WA WA WA IUA WA WA WA NrA 2B81 mD2 Anchom 4y d.887.tln.O. 10k1610105 226010, 354 ibo 7401bo 37416, 0301bo 940lbs 341 Ib, 4421bs 5001bsd Anchors 4?J 1.71'M.O.CJ F•CGp(FIB.11) 5901bs 70010, 60510, 12901., WA 4701ba IUA 53314, WA .WA WA 06216, 80516, 112010, _ ''rpl8al�a1)D4ta r2"/� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. .250"- NOTE: 250' •/ . TABLE NOTES: '•t(ami Dadc PwJacl Cnnuol� FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8. FIGURE 0:FIGURE 10: FIGURE 71: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON o l I 1111(I I • • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALI ATION METHODS. �� \�l .......... • • • rC3 1'rlsr- '•�T '; 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • 6.000' '2'.• r 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 _ APPROXIMATE HOLE LOCATIONS W SUGGESTED S SHEETS 21-23.FIGURES HO , . FIGURE 5: FIGURE:6: FIGURE 7: U•t �t �q(i�'�: LI) ANG LE ( ;; • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %"A ". (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED (� ' ,r1.0141L1�`.•' 0� • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITI I AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.12;1 ���F•iS� (�� A1LIST BT: THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-TI LICK(10 GAUGE).STRUCTURAL STEEL TO rr7`S�ON/��••���`� • • a • • • . • l USED W BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW PAIRS. z x 6 x.2 A.LYNN MILLER,P.E. THREADS BEYOND THE MATERIAL.1110&612 ANCHORS INTO WOOD MAY BE STEEL,16.8 S.S.OR 410 S.S. MULLION FL P,E.l1 58705 TABLE 14A N Mullion Capacity Table Ibslfe Opening Width((or wrtleally-spanning mullons)or Opening Height(for I ok9nlolly-spording m illons) 0,3 B]In 101n OO In 90 in t001n 120 In 1401a iW In nttlangular rra rd Ite<ta war Tm np. i �3 M ipT. nJ M ro. - In O p rh. n8 Mda Recta. alar Tra da 12ocla Var ira tla R-VRTwrmong, fiecWrau6r harrrdaro. Rmiarwlar wrYm W. Reclan0ular Tro long. RtttorgtuI f6ra ng 1; 1.20"x 2,11" Loodera lgaolrp Laatlln0 Loading Loamr J Loadrg Lo;vJt41 Loanng Loadlrp Loaflrl0 Leading Loading Loadin3 L-Tna Lood,M Lood]M Lowing Loadlrg 0 4 2 m x.126"Alum �• oZ Tuba Mull13 �' � �i i -ri �' Fu^ �'i .. '�.. �i• a.. .. iFi.. �i,. �i •a' '�i., i .. �' B a n a g a a sa a s a� a N • s� g. s t fi , a� n t� °E �E a� " s `� s t s9 z'E `& s r m 421n 144.2 670 iri7.0 428 1202 526 1.189 419 103.0 520 130.9 414 00A �52G 134,6 411 80.1 526 134.1 411 721 626 134.1 411 60.1 52G 134.1 d1I 61.6 526 131.1 411 45.1 626 134.1 •tit � � W 481n 90.6 403 108.0 333 60.5 403 04.7 325 G9.0 407 80.4 320 60.4 403 81.4 317 53.7 403 70.1 316 48.3 403 70.6 314 40.3 403 70.0 314 34.5 403 70.0 314 30,2 403 78.0 314 LLI 50.625 In 82.3 3G2 01.0 301 +41.226. 17.3 294 50,0 3G2 71.0 Z09 51,5 W2 07.2 280 45.7 362 04.6 284 41.2 302 63.0 283 34.3 = 63.6 283 29.4 367, 63.6 283 25,7 362 63.6 283541n 67.8 318 74,1 2a7 04.2 2G1 40.5 318 97.7 266 474 310 p.5 253 37.7 310 $0.8 250 33.9 318 405 249 28.3 318 49,1, 240 2.1.2 310 49.1 240 21,2 318 49.1 248 w pC 601n 40,6 250 53.1 210 46,7 214 36.3 2p 40.7 210 30.9 250 77,2 207 27.G 258 34.9 204 24.7 250 334 203 20.6 250 32.2 201 IT.7 256 32,2 201 16.6 250 32.2 201 U f0rnJ ..-. _ J pin 47.7 231 .15.g 200 35.0 236 30.1 195 30.6 23.1 :L7.7 192 20.7 231 31.0 109 23.7 234 294 106 214 234 20.0 104 17.0 234 26.6 103 15.3 234 20.5 103 13.4 .234 2G.5 107 W J 0. .E WIn 31.2 213 39.4 187 31.0 213 33.7 17fl 20.5 213 29.8 116 23,2 213 27.0 173 20,0 213 25,1 170 18.0 213 23.7 169 15.5 213 22.2 107 13.3 213 220 11u 11.6 213 25.0 iG6 Z d 721n 28.0 179 30.1 155 23.9 179 25.6 152 704 178 22.6 W9 17-9 179 20.3 147 154 VO 18.7 145 76 In 243 1G1 25.4 140 20.3 161 21,6 137 17.4 161 19.0 135 15.2 161 17.0 133 5 Bl .L- Z 781n. 21,b 152 23.5 137 18.0 152 19.9 131 18.1 162 17.5 120 F- `N-• a- O TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: z N Anchor Capacity Table pas) - ANCHOR CAP.,,,,,,,, 31A11r41e'__ 2.7c Cmr100 3.rk Cmc. _ Ro110'4'CLIU _ FIBaU CIaU _ yr N'0od Lma (DP)X ) -ANCHOR CAP,.,, (n 910^Eke MULLION CAP.,,,.,,,,,/ nrehor Tyre' 3/fG'Exo Ul9a:u1 1;4'EIto UII6Cm 3116•Eko Uamton 1/4-Ekollincm 114'SS 171:0 UIV Elco IM' F.4o HIO SIr11 /1f2 SteEl 012 Meet fn N AnehorCllp Pnbomo Unr ul npOrecnlu mincm Ap3rccator scmv(GS)scrnv(CS) sc .ps) USE THIS FORMULA TO OBTAIN THE'ANCNOR X ee><outarcodn) r 2-12' r z42• a-va^ r 2-V2' i- 2-vz• 2• 3.v6''" 2• 0.49' a.51' o.3za• CAPACITY REQUIRED'CORRESPONDING TO AN U) Embmncnl pn) 1 Y4• 1d14' 1.Y4' 1.14' 2' 1.1lJ' 1.11J•_ 1-114• -I-U.I' 1.1W' 1•U4' 2' 1.Na• 1.318• WWes ACTUAL PRESSURE REQUIREMENT FOR THE to 4ArclnrsO3'Ltln.O.C./ 2<5Anple gips/ffD 1)_760151 -7C0ID3 6aorDs 1a»ins 1tS6 ne cdi7;�- 560 ros'i6n iw 15s i48I[e~ P801Ds 1mzlce 602 ms Eos lie 14301b3 OPENING,WHEN IT IS LOWER THAN THE MULLION Q N Q O O CAPACITY(FROM THE TABLE)OF THE SELECTED d Z U) U) MULLION,IT WILL YIELD A MINIMUM ANCHOR Irs. CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM TME lol ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. RUMJGTTMV1SUD SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ('-'1.266-1 1 eamplyIng whh the Florida II an It. 0�j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. "tip111°1°No �? �j�•`� FIGURE 1: ILTpiratifn103 ! 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ny -iialy�Ls��` HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.116' '+ltaml cdoo Pradact Control 7 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 125. 'o%'%%I II I l Illy 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -L '� -��U••"" •�••�y!!( YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 0083.75 AND BE A MINIMUM OF.125' %?',.'•• 1'\CENc4�: '••';F,� THICK.STEEL STUDS TO DEA MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.20-X 7„11'X.125'MULLION LEAST.125 THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDNo.50705 (INTEGRAL FIN MULLION) THE MATERIAL.1110 81712 ANCHORS INTO WOOD MAY BESTEEL,1&0 S.S.OR 410 S.S. - •�� �}�/ � __ � r iVAL 11111+r A.LYNN MILLER,P.E. FL P.E.A 58705 7 TABLE 15A W Mullion Cnpncfty Tablo(1681512) n 14 OponinpWidth(for wrttcsfysparrirT7rnlltf4ns)orOp4nlnBffotflfst(for tnriwntaity-sparrimJmtfGom) Salo 601, 701. an In DO In I00 in 1201n 1401, 100 In Ls 0 Reclnngular Tia7JTrlanp. neefan0alor Traprf0an0. Redmpulor Trap111f Reclanp Aar TrorJTdnnp. Radnn(Nlar TrapPolonO• Rcetan9War TmpRnanq. R"lnna0u TraPITdonp. Redonpulnr TrnPRdanp. Ralanpuiar TrnPRdnnp, o a 3,26"30 Loading Loadlws LoadnO Loading Lorain Load Loadn Loafing Loadloa Load" Loading Loafing Loading Lmdna I.mrtng Loading Loading Loadna DEG.ALF_ p .� r a r x p p p a ? z A_ a_ p F_ p i_ a z_ BAYMULL '0,. .0,^ A A m^ f o a a,. - a 4 a 0 n - ,. 8 a .. a .m 3 t1 3 a )d € S S $ n g g R ft g 3 a R& c7 5Y 6 c 8 tY E 3 S E 5 c) ci c�3$ 3 9$ 7 I3 E 13 r3 d y c3 8 3 u it 3 1i d 04 z m z a Ea o �-• d2k 170.0 629 170.0 435 570.0 Tod tJ0.0 478 570,0 868 170.0 500 170.0 992 170.0 •519 174.0�itt4 570,0 521 170,0 17AdI70.0 G2t 570.0 idOB 174.0 $21 170,Q 1735 570.0 52i� 149.5 5749 170.0•521 -.1 ttU 48tH 170.0 708 170.0 524 170.0 859 00,0 5W Ca0 fl42 170.0 630 170.0 Ti-" 570.0 661 170.0 1215 170.0 677 170.0 1417 170.3 680 1522 1622 110.0 680 130.5 11522 170.0 680 114.2 1572 170,0 680 Z L °3 50.625h 1700 747 170.0 503 170.0 898 170.0 631 I7p.0 1040 170.0 684 170.0 1145 170.0 723 170.0 1345 170.0 747 16;2 1443 170.0 756 138.9 1443 170.0 750 117.3 1443 170.0' 756 102.0 1443 170.0 766 LL! o 0 61 to It0.0 787 570.0 812 5 oD 956 570.0 691 170-0 5156 170.0 764 1700 1275 110.0 003 160,4 5353 1704 837 144.3 1353 170.0 856 1203 1353 178.0 601 103.5 t353 170.0 865 80.2 1353 570.0 tLS m 605, 170.0 485 170,0 701 170.0 106] 170.0 797 107,0 1218 170,0 Bro 140.1 1210$. 114 120.8 1218 159.0 036 118.0 1210 1521 D24 07.4 1218 148.1 013 07.9 1218 146.1 013 73.1 1210 146,1 D13 h 671, 170.0 030 170.0 745 1704 1116 170.0 858 160,2 fIGO IGB.B 933 13L4 1150 116.8 1150 141.0 890 105.1 1160 53{.2 BB5 87,6 1160 120.7 871 T6,f 11fi0 126.2 87D 65.7 1160 120.2 070 L LU 691, 570.4'474 00.0 ~789 152.4 14tH 165.8 68S 13P.G 1610 146.4 86; 114.3 SOtO 101.6 1038 123.48}9 4L4 /Oda 116.6 H30 76.2 OL 1048 10gd 825 0.5.3 1618 100.2 Gt8 51.5 t6{0 506.2 818 tr7721n 140.6 B00 147.0 704 117.4 BBO 120.0 748 100.6 080 110.0 734 80.0 MO 702 000 92.0 712 70,4 000 00.2 703 58.7 880 70.2 693 60,3 BBO 16.6 Gefl 44.0 880 TB.d 86B m -S J 701, 114.7 790 125.1 590 09.8 7FA 106,4 676 85.6 790 07.3 603 74,8 700 834 852 60.6 700 764 WJ 59.9 700 71.7 615 49.0 700 65.1 024 424 790 02.1 010 37.4 780 611,6 Gil J =o 4Z Q Z TB to 110.8 159 515.5 457 92.3 750 98.1 bd4 78.1 760 E5.9 632 69,2 756 77.5 621 81.5 754 70.8 852 58.4 756 655,7 605 402 750 59,4 694 39.0 750 66.2 888 34.8 760 65,6 6H8 ¢ o 401, 72.1 603 79.4 500 60.1 503 02.9 491 51.5 603 54,0 483 46.1 663 484 475 40.1 663 41.4 468 38.1 503 404 462 30.0 667 30.2 452 426.0 503 33.3 445 22.6 fi63 31.8 442 Q m Z N r W 061, 6H.d 695 OIJ dd7 47,5 495» 61.6 635 42.6 495 64,8 627 3ti d9S 394 421 33.0 475 38.1 415 27.7 695 53,2 403 24,6 405 29.1 40D 2L2 495 2G,6 384 18.6 695 20,0 380 4 j LU 9� O 1091, 611.7 391 42.6 353 344 391 35.0 360 29.0 395 31.1 342 28.1 391 27.0 337 23.2 391 24.8 333 20.4 391 22.8 328 iT.i 395 14.7 325 14.0 391 17.8 355 lilt. 38.4 770 39.2 735 32.0 370 33.0 330 27,5 770 28.6 325 26.0 370 25.3 720 21.4 370 22.0 310 10.2 370 x0.9 312 10.0 370 10.1 305 W DC U1 Y Y o fn 5201, 304 317 39.9 289 25_3 317 x84 284 21.7280 19,0 ,317 10.0 270 16.0 3t7 17,0 273 M Q 0 O 144tH 57.6 220 57.8 203 Q. �0 TABLE 15B 'n m s0 •-' '--"' -----' --- •- ---- -.. -...• ANCHOR CAPACITYADJUSTMENT FORMULA: f;-• € S�m� Anchor Ca actt Tabt4 p4 ANCHOR CAP.,,;,,,,,, -' _SuSalRle: 2.7k Cmmrelo 3,5k Cnnc. _ Ho".C"u _FiUd WU PT Wood Moral (DP,,,)X ANCI IOR CAP.,,, Ambof Tym: 31166 Bfco UlLacon t/4'Ek.Ulaacm 5116•Ek. 5116'Eko Ullrocoo 174'Eko Ulvaem 5145 SS Eico 5116'Elco 574•SS Eka ki0 Steat 445261885 rR2 Sted MULLION CAP., ,,, An6horCllpPatt4rn9 ulancon A6Brc0alor Uani.a Atgrc0alor 6carx(OS)8crnv(Gs) sorm(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edoo 1-0I0(IAS: r 2-tt2• r _ 2417 3.118• P 2-In' 1• 2-Itr 2• 344 2•_ 4.48• 0.54• Qa24• _ CAPACITY REQUIRED"CORRESPONDING TO AN EmUedmmt(ins: b31P 1.3'4' 1.314' 1.714' 2' 1.1/4'- 1.114' 1t/A' 1.114' 1-114• 1.17.0' 2` 1.3/8' 1310' odes ACTUAL PRESSURE REQUIREMENT FOR THE 2Aactwrs 08•M;n.O,C.t{zl2c5Anpie CBPs i{Ftp,A: 340 ins 39014.s- 4SO iba a9D@s 17603m ?70 i5s 280 ibs 351142 T•SO Us 376 itxi 7241bs 944 ttrs 34tlba -4425b3 c90ibs OPENING,WHEN ST t5 LOWER THAN THE MULLION 4 Anchors @ 3.5'MI..O.C. (2)205 Anglo CllPs/(Ftp,2):-7801bs 780Ibs 790 an �10701bs 25251ba 540 Ins 5601bs IgA 11x014s :do Ih5 Geo Ins 1692 lbs 02 ms 8051bs 1 tzp Ib] CAPACITY(FROM T HE TABLE)OF THE SELECTED 4AaEIror.Lg z.11'dAla.O.G.i{2)245 Ao8to GiPs!(FIp,3T 5124Ibs 1120 fba 9581bs ?240145 2251tos. IVA 840165 qrA 1059Ibs run•- 5120 ibn INA 1022 IM 1327 ros few 1bs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHiCH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 41:01)UCI•ItI?Vt;li17 ANCHOR CAPACITY TABLE. FIGURE 1: ��mulptytnB tvidl rho Fio d0 TABLE NOTES: )UOdingCek v acpfWted 440 „•e •7apit4ti<un Delc�jr'��, 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SI IEET?a FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Miami ado Product Coutmt'"`, FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. 1111111/ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. •12''~ ��tij\.1{LYA'p4T/ i 7� • • • o HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. t�\'� •••^••• ( ��i FIGURES SHOW SUGGESTED,APPROXIMATE MOLE LOCATIONS. •-"30'' .ts 1 tccrd;;�, �tc��, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 3.250" No.:il1lOS FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•00.WOOD SHALL BE PRESSURE•TREATEO o • • • YELLOW SOUTl1ERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF.125" THICK.STEEL STUDS 70 BE A MINIMUM GRADE 33 AND.046"THICK(10 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY ='E) .• ,•�(rJ.. LEAST.125'THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •C) •• 5L�I'tS 141.`'S r'•�" MULLION !� • o THE MATERIAL,010&02 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. `SSS\,h<Of,;IU•`,.•,���\j� ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAINS, l�........•l;�1�� ` A.I- NNIMIL:eft,P.E. FL P.E,#58705 TABLE 1C»4 Mullion Capacity Tabio Ibstftz Op oninB Width(for vanicalysparvirM rndiioru)or Opaning Haight(for twrizantafty-spaMrr3 millions) �x 50 in spin 70 In 801n OO In Wirt 120 in 1401n - iW In �6�+�• o Roclarlguler Tnprtdatp. Ractaneular Tin dam Raclnnalar 71nplTdan9. R0c1anBWar Tr, pJTrfang. Rmtmoular Tmp7ilLmp, R0clatsgWar Trap7f9a14p. Rcctm"!u Trnpliinn0. Ractananlar ir'441dang. ROctsnM TrapR0an6- Sya 3,26"46 Laadn4 Loafing LoadnI Lon&nq i-Alp LoadaO L.4nq Loadina umnnit Loading Lmbil Lmd.q L.&V Loin L03dn0 Land.g Loadnp Loading oz DEG.AL �. z- ,a p z^ a p p r x ..._ a x p a a r p e• �- s p x x• "' ii DAY MULL, �^ n A "., o... a a„ ^ o.-. s� �a.. .a '� _ c X c... ^ •Q a u9 �o >o• a Fn n e�• nna A ,z U U o U V 9 3 U 9 C�1 n U V 9 U V 9 V V 9 V 1�.9 U b V U 9 V V U tT II U 9 U �1 V V tJ n V L1 9 :,�- CO s"y sa 1 a 3 a T 3 a 92 S y s� sr � 1iu Yg z _g a v 5 _ a x11 �N� 1�- '� d d`a �_d`a: a .d am & rr _ �a'g < d`� .e `di"r"e a`'.2 2 1 die tt < do a: 0 li! T 42 In 170.0 620 1709 415 170,0 744 170.0 478 170.0 BOB 170.0 606 170.0 992 170.0 Sit) 170.0 1118 1700 521 170.0 1240 170.0 521 170.0 1408 170.0 521 170.0 1735 170,0 521 180.3 1871 170.0 S21 40 in t70.0 708 170.0 524 170.0 BSO 170.0 584 170.0 002 170.0 630 170.0 1133 1711.0 661 170.0 1275 170,0 677 170.0 1417 370.0 680 183.7 1037 170.0 680 140.3 7637 i7tl.0 680 122.6 IG37 170.0 G80 50.025rn f70.0 747 170.0 •563 170.0 Slid 170,0 831 170.0 1040 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 1709 1494 '170.0 766 147.7 1552 '170.0 766 120.1 1552 170.0 756 110.4 1552 170.0 756 - W O o 54 In 170.0 707 170.0 012 170.8 050 170.0 Gpf 170.0 1116 170.0 754 170,0 1275 170.0 803 170.0 1434 170.p 637 155.2 1455 170.0 856 120.3 1455 170.0 681 110.8 1459 170.0 001 07.0 1455 170.0 881 O 601n 170.0 865 170.0 701 170.0 1063 770.0 707 170.0 1240 170.0 8Tg 167.1 1309 170.0 944 130.7 1309 170.0 996 126,7 i39b 163.6 094 f0d.6 1309 f57.1 082 89.8, 1300 1574 Hd2 78.8 1309 157.1 062 1-- J G31n 1700 030 170.0 745 170.0 1116 Vol) 850 162,9 1247 {709 940 142.5 1247 104.5 903 120.7 1247 152.6 905 1140 1247 14.3 952 85,0 7247 1?6•Z 438. 61.4 1247 135.7 935^ 71.3 1247 135.7 015 Z) 0» 661. 170.0 074 170.0 780 170.0 1100 17D.0 003 140.4 1100 103.7 DOS 120.0 1100 147.0 045 115.4 1100 136,5 028 103.0 1100 120.4 9N 009 IIDO 118.5 006 74.2 1JOD 118.1 693 04.0 1100 110.1 893 z __ E c72 In 167.6 1070 tbb.8 877 f347 1410 14d.8 059 175.4 74}0 127.2 412 1019 7070 174.7 020 00.0 t010 1059 017 80.6 foto 08,0 007 47.3 1010 06.8 705 57.7 1010 07.8 700 Str,S 1018 07J 709 Z 76M 737.4 900 143.6 702 114.5 008 122.0 775 08.7 006 147.1 701 85.0 DD6 062 749 70.3 006 86.2 738 69.7 808 82.3 720 67.3 11D9 74.7 7t6 49.1 040 71.2 714 42.0 000 700 708. „•� r, 781. 127.1 861 f325 754 105.0 801 112.5 738 00,11 601 98.0 725 70.4 66f 68.5 713 70.6 601 81.0 703 63.0 661 76.4 004 53.0 881 a8.i 681 45.4 861 W.5 075 39.7- 801 03.7 472. N 00 in 82.7 810• 85.4 574 08.8 040 72.1 604 50.1 640 82.9 654 51.7 646 58.1 645 46.0 648 50.0 537 41.4 046 47.0 530 34.5 646 41.6 510 28.5 640 38.2 $11 25.0 848 36,5 607 Q "L,' { W dco d� 00 in 88.2 566 70.1 506 68,6 568 50,1 A0D A8,7 569 51.4 A91 42.8 588 45.0 403 37.9 568 41A 476 34.1 508 38.1 ^A70 20.4 566 33.4 450 24.3 598 30,5 452 21.3 580 28.7 447 h n' n 1087. 47.9 •449 40.0 405 39.4 449 41.2 309 34.2 44D 35.7 393 20.0 q4O 317 307 28.6 449 28.0, $82 23,0 440 20,1 371 20.0 44D 22.7 360 17.1 440 20.4 301 15,0 440 18,0 356 -TT- 44.1 425 45A 365 3&8 425 37.0 370 3f,6 425 32.8 373 27.0 425 20.1 387 24.5 {26 24.2 302 22.1 d25 24.0 350 18.4 425 20.7 354 1b.e» d25 18.4 343 •- yn ) 1201n 34,0 364 35.5 331 20.1 304 20.8 320 249 341 25.13 321 21.0 304 22.8 317 10.4 384 20.5 313 f7.5 364 18,7 309 d Q O O 144 In 202 253 20,4 233 10.8 253 17.1 230 23 0 TABLEM _ ANCHOR CAPACITY ADJUSTMENT FORMULA: - y � D Art bar Capacity Tabla Ibs - ANCHORCAP.,,v„,,,, SbMud: 2.7kCo vI. 161,con, Itollmcliu - FeamFmU YTWOod Wlai (DP,)X }=ANCHOR CAP.,,, 5118'Elco 1/4'SS Eko 5118'Eloo 1l4'Gs Elco NIO slact N126tecl N12 Slael MULLION CAP.,,,,,,.,, Matwr Type: 3/1C Eko Ullracon f!4'Elco Ullman 3/16'Eko UlUacon 7/4'Elco Ul9acan Anchor Clip Patterns uivocon ADgmGatcr U.4mon A90mGntw 9crow 1,6)screw(05) suvw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance(in): 1' 2-02' V 2.112' 3118• 1' 2-112' P 2.12' 2' 3-IIB' 2- 0.4B' 0.51• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN EmbeMn.A Un) I.3/4' -1-Y4' 1-3/4' 1.3/4• r ia14' 7-114• 7.114• 1.114 7-ty4• "7.1r4• 2' "i3ra- idle• usans_ ACTUAL PRESSURE REQUIREMENT FOR TI IE 2 Anders@yflin.'O,G.1Ri 2x5 A1g10 Ups I(Fig 1): 8901bs 390 lbs 450 lbs m"89014a 1700 Ws- 210105 200165 351705 '740(In 374110 720169 046165 ."•r1116s" 441105 5Ca lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AwbwO @ 3.5'Wn.0.0.I(2)2x5An010 pips/(Fb.2): 780 Iba 780 lbs 790105 7070105 A5251bs 5101bs 564 ws.. MA 7 10-0165 ra817a eaaibs 1092 lbs 682 lbs 885165 MGM CAPACITY(FROM THE TABLE)-OF THE SELECTED 6 Asxlmm@2,71'1Ain.G,C.1(272x5Anpb gip57iFfg.3): 112ow Ivo Ibs 056105 22d01bs 22141os 01A Od01bs WA 10591bs 10A 13x0lbs t71n 1022165 13271bs i6a01b3 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 'I4u FIGURE 1: ANCHOR CAPACITY TABLE. +a mmp:y7nq 4vith thSoft {3uilCiug::ad41) TABLE NOTES: - AacptF+ltvT14 [C+.pSFdl(arUoi� f�,� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. �GLt,•. Cwr..� SEE SHEETS 2.4 FOR GENEmiaml RAL INSTALLATION METHODS. i hi9daPfaduOtCuatr IN FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENIPIG W IuTHS IS ALLOWABLE. 114 7 7 l 1 t/7l 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. QBAY �`\1,gi-,I.y I qfv•,411, o e e ♦ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2143, .125'- ,:-�2•.•'41CLiNS(.- F,"p FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - '�!• No.;18705 �• FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED r e o ♦ YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" •T) '. ,y(�'c^ C r�• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT :-f} STATE l`• ,,7A1'F 011 ` LiFAST.125"THICI<AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND � '•. "�.`. e o THE MATERIAL.#10&IJ12 ANCHORS INTO WOOD MAY BE STEEL,15-8 S.S.OR 410 S.S. ;��'•.,�'LORIVF`.•'�y ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. &/ONN i C\"\ A.LY ,i MILLER,P.E. FL Y.C.#58705 1--1.250".-1 1.006" o --{ 1.60v {-- -I 1.000" A26• '-.125' 3.188' 2. -125' 3.5262,750" 2,000' 2.000' i 2116" 265 O.375" 7 .35' jow- w�-N 81 c'}� U.11 1'X 2X.126*MULLION 1"X 2"X.376'MULLION P X 2.75'X.376*MULLION VX2.7a X.666'MULLION V X 3.125'X.5'MULLION 1.25'X 3,188'.X.265"MULLION 1.26'X 2.1 V X.125'MULLION x 606346 ALUM. 6063-T6 ALUM, 6003.76 ALUM. 0003•T6 ALUM. 6663-TG ALUM. 6003-TG ALUM. 0603-TG ALUM. ro XSECTION X-SECTION X-SECTION X-SECTION X-SECTION. X-SECTION X-SECTION LU N O p O Zm (--.125^ {'-{2--.125• -•1 E--.12s' O 1 I TABLE A z w , I i STANDARD CLIP i 2X5 ANGLE CIDP _ 2 I E06346 ALUM. GD03-T6 ALUM. Dimension Value(In) For Mullion: 2,000' 2.120" g X-SECTION X-SECTION 6 hz U•CLIP 2.000" A 1.625 J t1 ! 1 0403.70 ALUM. 1^X2'X.125' Q a r .� X-SECTION _ •-.125" B 2,654 Aluminum -, C 0.895Z Q cel o Tube Mullion Q z Z .125'-f_ D 0.740 I! Q -�.740'F A 1.125 1"X2'X.376" a 8 2.4D4 - cuTHEREio .375' C 0.635 Aluminum DL � vYj Y '{ to --5.000•_.-... ...__..-._.._-± Tube Mullion U Q_ � 'S CHEATEFcuP,SEE I MIN. rL, f r .375"MIN.- D 0.490 4O O MIN. 6ETAtLF SHEET4 f _ Z„(n (n �ry .336'MIN. � A � 1.876. _ � m�� 1 V �$ ...�.. -_ - --- B 3.000 1"X2.75^'X �. 5 ��A� �A} f -76 P �A}. - 1- . 0003-TG ALUM. ''. ... 2X6 ANGLE CLIP C 0.757 .375 AIuininum TOPVIEW 0603.76 ALUM. D 1.118 Tube Mullion r • STANDARD CLIP CENTER OF ANCI IOR HOLE MUST LIE WITHIN THE 70PVIEW E .450 Min. 0083-T0 ALUM, _.CASHED BOUNDARY.SEE SHEETS 5-17 FOR THE CENTER OF ANCI IOR i IDLE MUST LIE TOPVIEW /-WITHINTHE TER OF ANCHOR -/.CASHED O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1'X2.75'X --WITHIN THE DASHED BOUNDARY.SEE E MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1116^. 8 3.000 .050' SFIEETS 5.17 FOR In JE ANCHOR O.C. DASHED C 0,476 Aluminum --DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'. SHEETS 1-17 FOR THE D 0.636 Tube Mullion ANCHOR O.C. TABLEB RODUGTRSIVIS6D DISTANCE.MAXIMUM PGT Part# A 2,000 •x cnlnnSyin6 w611 the t+iuride ANCHOR HOLE 1"X 3.126"X -6.500'- - .376^ Muli Dimension(shoot B 2.037 AvvW60nd�- f '- DIAMETER:ANCttDR Mullion Std.Clip Offset Clip U-Ctip Angle Clip .504"Alum cc,:111u�u�3 Nn .375' ---y_ II-MIN. DIAMETER 1 1116'.. ..--- -.._._ . .. - -- -- C 0.863 -rube Mull +:1'+ I Owe ? MIN. j _ 1"X2"X,125"(5) 66605 666113M 6661118M 666243M 666511M 1"X 2"X.376' 6 666006 6G6114M 6661119M 666244M 666512M ,--•--- ---- ------1-- - -7 O A 2.625 Nlsn )c0c14o4uctControl�"� I I 1,25"X 3.188' 1"X2.75"X.375"(7) 66607 666116M 6661120M 666245M 666513M B 2.262 X,285"Alum I 1 I ' 1"X2.75"X.650"(8) 66601 666116M 6661121M 666246M 666514M C 0.882 Tube Mui{ \\� LYNN 77 - D 1.762 ` CtiX ......,2111 r�i 1"X3.125"X.500"(0) 66637M 6661116M 6661114M 666242M 666515M 1.26"X2.11^X �a L10EN3C"'•��� �; L25"X3.108"X.265"(12) 66041H I GGGIJ17M 6661113M 666241M 666516M A 1613 � ' - -- - J 1.28"X2,11"X,126"(18) 69370 NIA NIA NIA 66655TH Tube MulI Piero,y58705 }( �CJ A1.OFFSET CLIP ,- NOTES: - "t!'. fi(,_<T'•F;� jtY J 6063-T6 ALUtt i J TOPVjEW - :C) '• ST�TG OF .''J, 1)HOLES TO 6E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ",f��,.' A'LOR10h ('\�:• ^y 2)SEE SHEETS 5.24 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. f�)NAIL. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - A.f: 2v21U5P.E. Ftt..P.E.#5807070 5 1.000' I' ff-1.062'.- - 740• -�I 1.QOb' i--- -•� ��j._ 797; v iZ1 .063'�E .3155' f 125" xn 062UJ I4.000' -'125'STANDARD CLIP 4.000' 4.000' 2.62.6" 2.000" �` 6063.76 ALUM. 2.125" 2.000• 2X0 ANGLE CLIP.125' X-SECTION VTO AL 6063.78 ALUM. u I 6003.76 ALUM. X-SECTION IV 125" X-SECTION -.125` .125".. .12:1 t{.031 12:1 - ZOCENTER OF ANCHOR HOLE MUST LIF WITHIN THE. 115 .376' '155' .3 5" UASFIED BOUNDARY.SEE Sf WETS 5.20 FOR D tE ANCHOR O.C.DISTANCE.MAXlMIlM ANCHOR .�. .. .__- p0 1'X4'X.125' 1'X4'X.375' 1`X 4'X.375" HOLE DIAME7ER:ANCHORDIAMETER+1114'. ��+' Q �._ _._.5.b00"--__.._._.._-__ rO O F- MULLION MULLION 'r-MULLION 5.000"--- ------ Z m 6063-76 ALUM. 6063-T6 ALUM. 6003-T6 ALUM. -•3.125'---- CUTHERETO .375" .375' Q t0 J X•SECT{ON X-SECTION X-SECTION .376' .. CREATE F•CLIP,SEE MIN. DETAIL F,SHCET4 $_.. rE --�. "--'-_-.___ ��^-_MIN. Z _1.260•--� .375" .._ W CENTER OF I --... _". i"-".375' c`, '�m n 1.260'--� - 1.250' "I i i i t I ANCHOR HOLE I I MIN- rcZ 1 I 1 MUST LIE WITHIN I I J d v-. I I I I THE DASHED I I f r ! t P BOUNDARY.SEE i I f"" •� d1 O 2.87;1£_.-,_i_ _._�...t..._. .+ __1.---__...-..I_. __ SHEETS 5.20 FOR \ _,s-..._._.. __.__ _-___---_ _t r• a Z N i /£/--TI IE ANCHOR O.C. CFJ- I I -L (-. z W p 3.94" If I MAXIMUM j ; try Z-9 o{ F DISTANCE. rA 3.250' 3.260' I t I I I ANCHOR HOLE ; i w L i I I I I DIAMETER: --.,100• "...100' -_.100' 1 t I t I ! J rn ANCHOR ,.-.._...___ ..___.. ___. -..__ ~ i DIAMETER,i/t 6`. /C.N.T'E ¢tz Q O t 100" r .� �- - 2X6 ANGLE CLIP m0 mfl .624" •624^ STANDARD CLIP U-CLIP 6063.76 ALUM. b i.820• h- 11 --_-"i .820'1� �-�I .820"i" --i R OFANCHOR HOLE MUST LIE SOTOPVEW 63-TG ALUM. 60TOPVEWM. TOPVIEW o THE DASHED BOUNDARY.SEE 1.25'X 3.25"X AOT 1.25`X 3.26'X.624" 1.25'X 3.04`X.624' Sl IEETS 6.20 FOR THE ANCI iOR O.C. -TABLE C TABLE C,CONT. -DISTANCE,MAXIMUM ANCHOR HOLE MULLION MULLION MULLION Dimension Value(In) For Mullion: Dimension Value(in) For Idulllon: 600540 ALUM. 6005-T5 ALUM. 000645 ALUM. UJAMETERt ANCHOR DIAMETER+1116'. 3.607- f'X4' F 1.936 1.26'X3.26' X-SECTION X-SECTION X•S£CTION t3� 1.000 •125' _ G _0.500 X-624' �._._._ _3.469•- --- -------5.500" ----__ H 2.680 Aluminum H 1.430 Aluminum --2.661"- - ;,� 375" 1 3.000 Tata Mullion t 3.250 Tube Mullion .�'' -.125" __ ,. 37Y F 3.187 1'X4'X F 2.625 i.25"X3.94' .--+ -.125" lJri-077" MIN. _�. G 0.767 .375' G 1.125 X.824' 7,1.377' _ .1-• I 10_150(5 WU �+ CCCiii H 2.430 Aluminum H 1.600 Aluminum Uwaldyilm"irbl6a•Ivid.+ II .. .,_._. i i-•----- -- i---�• ry- 1 3.000 Tube&'P I 3.?50 Tube Mullion 3u0dtsg F 2.250 1.25'X3.25• F 2.613 30'Ba Muti o�utonca iio;-st»» , .125"�' t _ it i i i i G 0.750 X.500' F 2.875 46'Ba Muti 'fie' s�tta f8 .125".-" "- -° 2.250' i I I t I I H 1.608 Alum{num _..30"I---•-. I i iU-1 I 3.260 Two Muubn rd ado Pr uttCanuoi , /3.280'4V DAY MULLION I 3.260' I II I TABLED30'BAY MULLION 6083-T6 ALUM. .__.-.i__.._-_.. �._ _.__.__.; Mull Dimension POTPatt# �� }YNNi6063-TG ALUM. i X-SECTION 1'( .X-SECTION 4 I ' {shoat#) Mullion Sid.Clip Offset Clip U-Clip An01e ClipG� OFFSf:T CLIP1'X4"X.12P(10) P-20W2 606111M 6WiI22M 66624tM W65iaMG065•TO ALUM. 1'X4'X.375'(11) '686112M GWI123M 066242M 6W519M,226' j �..-981"-� - - TCPVEW V X4'X.375"'7'(it) 666112M M1123M 666242M GGG510M .228'.. (-.961'-I ,740'-- NOTES: 1.25-X3,25'X.100'(13) 6601127M 6651124M 6662410M 6WS115h{ �-T}•', ���-j,{�7_ Tcy 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 5.25'X3.25"X.624•(14) 06Gtf?8hi 86G1725M 666247tH 6665iiGM � g ATL•. ��- 1.25-X3,94'X.62e'(15) WG1117M 6G6i126M GG6241M r 6517h1 ���''•.�LUfNU1`•''('�~� 2 SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS, - 30 DeO+oo(19) 060,19 WA WA WA_ 8665110M .,S+ "'• \��, 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 4bDe9fC0(20y 0,,650 WA WA WA 6-001511tH rS;oM1CL A,!Y"INIMICL��2,P.E. FL P.E.0 58705 TABLE EH MuIIDlm6nslon PGTPart# ( shoot#) Mullion Std.CLIP U•Clip Anglo Cl 1p -I '125 - 'I I"•12' -I I .125' e�r$0 S 2"X4"X.25"(16)1 66602 1 666261M I 600271M 6665112M d 2"X6"X.25"(17) 66604 666262M 666272M 0665113M I STANDARD CLIP 1 U-CLIPF 2XSANGLECLIP � do 0043-TO ALUM. GG03-TO ALUM. 6063-(6 ALUM. o� 2.000' I X-SECTION 2.12;1 X-SECTION 2.000LO ' X-SECTION NOTES: --.12� 126' .125' '6 03 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING _IN DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. -- II '- Z W 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE �- 1.490' ^I I O HOLE LOCATIONS. ----1.490'•-- JUJI 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. _ j o --. .. ._.._._- CUTHER.T MIN. - ---- CREATE:f CLOIP. r .5.000° _ 375" W U o O -- 375" I SHEET, F, 1 MI - m 2.000'• -- - -I^ _ 375' MIN. Z m r.. N 375" I----- '_ F O to co W j I I I I , , D.L e ,Lz 4.000" - ri'- •-1-----....- --- --- ----1- - 3.430' - _.....1..- - 3.438. r6, ..- • MULLION I I 3.430' I I Q Z„ y0 GD 6063-TO ALUM. Q u� X-SECTION i I I ; ; •375 Z m o' i..---._.__...........:------ - ----' •--• - ......---.....-------T-- MIN. W O Y W J UJ Cn - STANDARD CLIP / -/ 2X5 ANGLE CLIP U Q 5 0 / U•CLIP.6083•TC ALUM. Q O O -' CENTER OF ANCI IOR HOLE MUST LIF 6063-TG ALUtd. (iSED FOR 2'X 4'MULLION.SHEET 16 CENTER OF ANCI TOR HOLE MUST LIE 6063.76 ALUM. CL e Z (D [n -WITITINThIEDASIIF•OBOUNDARY.SEE TOPVIEW / WITHIN THE DASHED BOUNDARY.SEE TOPVIEW �H m0 s0 TOPVIEW SHEETS 5.2,0 FOR THE ANCHOR O.C. m elY19T SHEETS 5-20 FOR THE ANCHOR O.C. -DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE -•--DISTANCE:.MAXIMUM ANCHOR HOLE rc'� DIAMETER:AN OR DIAMETER i 1116'. WITHIN THEDASHED BOUNDARY.SEE DIAMETER;ANCHOR DIAMETER 1116'. SHEET$5.20 FOR TI IE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER-1116'. 5.000"-- 2.000"- - 3.600'--- -- - CREATE.F-CHP, ' I- '1 .375' I 37 SEE DETAIL F. t 1 .37.i MIN. 1 SHEET4 .._I..MIN. ._L _ _-MIN. 375' I I t 1 I i OI)UCFT03VISP. rl- wulylyln0 with the Flolide - 1 I I I 1trzDtmtroNo�_+ J�.} !- / I - � I j i t lamJ tde lkoduct on0ul / - -'------.... - I .. .250'--.. »- 6.000' �e-' -;---'- -._t-_.._ --j--. 4.088' �- I 5.438" _I I I 5.436• I I ttllll!111 5.438' I LYNN 1,111`1,i, I 2'X 6'X.2.5' 1 I' I I r �y'��.•'•tyCC PIS'(.-•'•.�'� MULLION j I i ; j \ ���•� 6003-T6 ALUM. I 1 I I `'c' No.58'!05 X-SECTION I I .375' x`-„ :__.._._._,.. . � :. - __ _. 1---_.-------'-- ....-__.�---MIN. -�•O•'.:�(- J�((jj�ti�l/� 1n. "10 mo STANDARD CLIP U-CLIP 2X5 ANGLE CLIP %(CSS ••. 1 ` 0003-TOALUM. 6063-TG ALUM. 6083.70 ALUM. , TOP VIEW. USED FOR 2-X 6-MULLION.SI IEET 17 TOPVIE.W ,, OAJAV-��� ,lot-VIEW A.LYNIJ MIL u,l,P.E. FL P.E.#56705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4%'THE OPENING REQUIRES DESIGN PRESSURE OF 460.0/-60.0 PSF. NO ANCI TORS INHEAD 1)INITIALLY ASSUMING THAT A P WIDE MULLION IS SIIITAOLE,THE MULLION LENGTH IS 72"AI4D THE OPENING WIDTH IS 32"132+1"=6r,REFERENCING SHEET 25,THE COLUMN USING ---- ---_T .I _-- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4"AND WILL MEET OR EXCEED THE REQUIRED L'- DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW TI IE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. .��-•SEE \-SEE FROM TABLE 3A,SHEET 7,THE i'X 2,7.i X.375-MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS r/-58.3 PSF AND WOULD d fENESTRATI0I1 DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. ag PRODUCTS SHEETS o w APPROVAL` 2.9 - �` FROM TABLE 4A,SHEET 0,THE 1'X 2.75"X.650-MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR TME IL' 72' J OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MUTAION LENGTH - - - - - - 2)USE TABLE 413 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)V'.2 ANCHORS AND THE 2X6 't m F- ANGLE CLIPS WITH(4)1712 ANCHORS HAVE A CAPACITY OF 865 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z y,CV rc SEE DETAILS, s3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL W HEris APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE t- -2.7 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. o. C/) -- J IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+A60.0 PSF.THI:OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W o � No ANCHORS IN WINDOW SILT. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD I IAVE BEEN USED TO CALCULATE-THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 00 o F- --I f--nwLl.wlDifl (60 PSF)X 030 LBS( )=624,0 LBS (MAY BE USED TO QUALIFY 7F 10 STEEL SCREWS FROM TABLE 48) OPENING WIDTH----- •- 72.7 PSF Z) d m /r- TITS BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRES -xW DESIGN PRESSURE.OF+50.01-55.0 PSF. FOR THE VERTICAL MULLION: z 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1"=l O5 ANO THE OPENING WIDTH 15 36"436"+V=73".REFERENCING SHEET 25, Q 2 00 EXAMPLE 2:MULTIPLE MULLIONS_ r THE COLUMN USING RECTANGULAR LOADING SHALL DE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8"AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 ASF.IF THE TABLE DOES NOT SHOW THC-EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 0 LU J FROM TABLE 3A,SHEET 7,THE 1-X 2.75'X.376-MULLION(LENGTH=100•,OPENING WIDTH=00')MEETS THE DEPTH REQUIRED,HOWEVER THr DESIGN PRESSURE IS+1.16.1 PSF 11. `1 Y MULL WIDTH--I I� AND WOULD NOTHE SUITABLE FOR THIS APPLICATION. F� llxal U ¢ U) =\ FROM TABLE 12A,SHEET 16,THE 2"X 4-X.250-MULLION(LENGTH=100',OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Z 0 f / \ S'-'E T-'E\ FOR THE OPENINGAND MAY BC-USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. �2, -SEG SHEETSTHAT PENESTRnTIOH BECAUSE IT IS NOW KNOWN THE MULLION WILL ADD 2.1 O THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36"+2'=74',NOT 73'AS PREVIOUSLY 2a... PaoOucrs \ ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICAB�.E FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL-, THE 73"DIMENSION(35.112'+35.112"+2"-73"). I - --- -i=------ 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICALI __ _ _ 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''- - •SEE E -"--' USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH DETAILS. DETAIL E. THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. s OPENING SHEETS 2-3 SHEET J FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4-X.250-MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS.ALTERNATIVELY.ANOTHER HOaIO MULLION TYPE COULD BE CHOSEN. 'ITODUCI'RL•VIShe MULLION 72' IRODUcomplying TREVISLOFloilds 1)THE MULLION LENGTH IS 36"AND-IRE OPENING HEIGHT IS 32"+72'+2"=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE 3110111n8 Cole A ACJL�^ USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.260-MULLION(Q LENGTH=42",OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1.170.0 PSF WHICH EXCEEDS THE xgTtmcc 140:b J f REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. .40'!x1L'•,��/•�DPw SEE s'y_ ILL r1� DETAILS. 2)USE TABLE 12B TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE B• 1G- mm Pr oil WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITITIN THE 8'1 CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH . TS 2 (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED T I I 1111 ANCHOR CAPACITY OF 521 LBS. (.YNPI /i, 71 ar,•,noRIZ. _-.I I_,,._, ac•,t1DRu.. -- q)FOR THE V-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U•CLIP SHOWS THE ANCHOR ` ,�'��,•'��G1iIJR6• ' �� i I,IUu LENGTH- MULL LENGUI CAPACITY IS 1074 LDS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LDS.The -- OPENING WIDTH FOR VERTICAL MULL---- ANCHOR TYPE IS A SI2 STEEL SCREW. 7i _ tJo.50705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1.04,7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; ' r)Z!f 147 +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). nU•'. BFATE'OF r'Zz/ THE LOWEST DESIGN PRESSURE IS+1.04,7 PSF AND WOULD APPLY TO ALL OF DIE MULLIONS. -../:I ORIUt;,•' �ti'.; VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION r`S/()(�n�- PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.F'NAL DESIG14 PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYAW MILLC P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P,F,II 58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: PW PW �.; 2 PW /Ifs I I V! Fol,4z� Ra SHIDH SHIDH SHIDH'* z PW 0 PW LLI LU U) LU 0 ED LOADING OF VERfICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING I IORIZONTAL MULLIONS H INGED D SGD z '%—=`'W:;,. 1 E- LOADING OF VERTICAL MULLION v J LOADING OF HORIZONTAL MULLION -J LOADING OF HORIZONTAL MULLION Pw �_7 (L a /'g, Z _03 C4 W P ,gg 11c, PW LLI e= 0: o SHIDH SHIDH < CO SHIDH SHtDH I I J-2: f I I _-___ ll.H z Lam.. / f J � /// � � w 'o�rc� 0 LOADING OF VERTICAL MULLION I LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION II PW HR -J—pw LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION ft HINGED DOOR PW P I NOTES: I RODUC`I'ItrVISI-'I) 1)DRAWINGS ARE miplyinzwIll,dig Flurlda 0,A RERESENTATIONS OF TYPICAL PIN PW CONFIGURATIONS. Npimmg� CONFIGURATIONS NOT SHOWN ly i Do MAY BE EXTRAPOLATED FROM THOSESHOWN. /� I - 2)IF THE LOADING TYi-E CANNOT `��`�`al (xlt�ra;��� %��/ �� / )i/f I f PW BE DETERMINED,USE PW j- RECTANGULAR LOADING. 3)SEE PRODUCTS'APPROVAL FOR • N,).66705 LOADING Or VERTICAL MULLION LOADING OF VERTICAL MULLION ACTUAL ANCHOR LOCATIONS. PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITI I INTERSECTING HORIZONTAL MULLIONS S.- A", 61 LOADING OF VERT AkL.I(N'N MULE) P.E. VERTICAL LOADING OF HORIZONTAL MULLION MULLION Fl-P.EX 50705