Loading...
HomeMy WebLinkAboutProduct Approval (3) c _ KECEIVED NOV 0 5 2019- MIAMI-RADE sT. Lucie coup pe MIAMI-DADE COUNTY a CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade-goy/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 - SCOPE: This NOA is being issued under.-the applicable rules and regulations.governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed,by the Authority Having Jurisdiction(AHJ). This NOA shall"not be valid after the expiration date stated below..The Miami-Dade County Product Control Section(In Midmi-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance`purposes. If this product or material fails to perform in the accepted manner, the,tnanufacturer 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 determined by Miami—Dade County Product Control Section_that this product or material fails to meet the requirements of.the applicable building code. This product is approved,as described herein, and has been designed,to comply,with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 636M titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade.County Product Control Revision stamp with-the Notice of Acceptance'number,and-expiration date by the Miami-Dade County Product Control Section. , LABELING: Each unit shall bear a permanent-Iabel with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL, of this NOA.shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration-date.or if there has been.a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this-NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. REVIEWED FO CODE COMPLIANCE MtAMFDADE COUNTY ! xpirati y 26,2021 MEW, ` ILE, COP yr val Date: Novem er 09,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A_. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17,• prepared by manufacturer,signed and sealed by Anthony Lynn Miller;P.E. B. TESTS I. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per.FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94,•, 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D.-Brinson,P.E. (Suhmitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification-calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 61h Edition (2017), prepared by manufacturer; dated 08/29/17, 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. Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5«:Edition (2014) and FBC-6'' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed'by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest?- dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.: G. OTHERS . 1. Notice of Acceptance No. 16-0218.03, issued-to PGT Industries, Inc. for their Series `'PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I:, approved on 04/14/16 and.' iring on 05/26/21. ` 3 f Jorge M.Plasencia,P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 x Approval Date: November 09,2017 x - g s i Ila DETAIL A: DETAIL B: MULUON MULLION TO 2X WOOD BUCK ON MULLION ATTACHED TO 1X' auCKs7RP TYP•AUCHOR- • � _�' OR WOOD FRAMING WOOD BUCK AND MASONRY (OFFSET CLIP SHOWN) x(STANDARDCLIPSHOWN) T sE�Es� L s+s�ae SEE NOTE 1. N t j MULLION . - .6 3 t - - . - Q.a. i I• ...i:.`�.', _ y NCV 1-• SEE SHEETS MW7.TKS1 '. • ' EDGE EtTtiEF?iHE 1 ( ! 2tLOCATtONS e d 1,! 1 CONCRETE OR CMU'.�•'1•'-••' I DaTANCE, STANDAFib OR Y ,i - F---i-SEESEE TABLES .- y CFF3ETMULL a EDGE a I CUP MAY 6E ! O'STANCE I EDGE DISTANCE iB-13B J� FCRMASONRY W INSTALLED 6! d a I I�i d TFUR WOC:D ^'� I I t a d ANCHORS S TfpSMERiOO' SCREWS }t_ a'aIm y 26W MAX FOR - a I I :: SIDEVIEW Z 0 4 ALL MUWCNS d• 1 ti , • a d , � - 4 6! ER THE � � }-' 4' 4. '- A e Z� a•d a OCUP MAY BE W �" �'� e O " EXTERIOR a NsrAUEnar n O h a: - 9 THIS M1IEfHCV) M U Z ANCE d DISTANCE .4' e FOR x h '•�^ Q W a MASONRY 71�OFFSET CLIPR ANCHORS RECS'#AMENDED FOR a• y a � '� EXTERIOR e d " M+WIED NBUf MAY ALSO 3E USED FOR OTHER FRAME TYPES. :. O vOv�� D 900 0 TYP.ANCHOR TYA.ANCHORBSTRA £ TYP,ANCHOR PERSUBSTRATE• PERS PER SUBSTRATE, - / SEE TABLESI8.1a8 - 'SEE TABLES 10-43B PRODUCT REVISED SEE TABLES iB-16S // E MNu DISTANCE DUCKSTRm as Oomptyyin9 with thr.Florida SEETABLES AND Building Codi ' EMflE01a 13B T NOA-No. 17•4534.41 MEYT eUCKSMP . :+`.:• AITACHMENT 6YOTHERS. Awr $� sEE NOTE 1. Expiration Auto 4512612021 •'k BY47MFA.S, �� SHEET t. SEE NOTE 1. •..- BY . r' •�"' SHEBrt. ••- Miami-0a actCon'trol—. • - • UNZIKSICONCRETEORCU.0 - SIDE VIEW FRONT VIEW FRONT VIEW i 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 ,.... N,y� ONLY. RRECTOUANTITY AND LOCATION OF CHORS MUUSL ST LY ON THE ANCHOR TO ANCHOR DISTANCI�THE COANCHORS FOLLOWED,REFER TO THE TABLES ON THELIGENS�'• FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. - No.587Q5 I 3)ANCHOR HEAD TYPE MAY BE PNHEAD,HI7fH M OR FLATHEAD. .• .- Y'II 1 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. •' ' T ? :'•t[/,�, I �O�t•.• s aTE tV a)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED ���s'. ORtOP,•'G?`� ELCOULTRACONORELCO1WB.S.AGGREGATOR MASONRY NCHORS. - �irrs��Nf11.i 'a0��. i A.LYtff'MILLER,P.E. FL P.E.#58705 ' DETAIL F: DETAIL G: DETAIL H: a�x FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION � � a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) a big ri SEE OETABS A-D, 30.OR fT SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TOSPECIRCSUBSTRATE-% - - N /—MULLION vT ,,,wE:3 coU ZaI WpO O O O. O OO O 2 it s SIDE VIEW TOP VIEW 1 I i � z m D Ul SHOWN WITH TX 4'X.126•• O Z rAULLDN , TYP.ANCHOR .EXTERIOR I i i sEETn6�680R16B z j UO CID �� TYP"ANCHCA I N STANDARD MULLION CLIP I PER SUBSTRATE, I 1 I EXTERIOR Q-z r� MODIFIED TO FR FIELD j SEE TABLES 113-140 C I I I < CONDITIONS. I -� I YX6'ANSLE CLIP, z z Q N O) I 1 1 2PERMUWON EI6),MUST BE Q 0 _Z I i - I I I INSTALLED INSIDEOFBAYMULL- �O,O 1 . 1 1 I Q O O MULLIONI I In FJQ- Y 'y I 1 to to I'I 2'XS'X.126' - " 1- N• ANGLE CHP. Q i 2 PER MULLION END, d z W � I I AN ST BE INSTALLED _ oo y0 I INSIDEOFMULL PRODUCT REVISED b IRS GOMPI&FT With the Florida '--- �71P.ANCHOR - - - __. Building Coda PER SUBSTRATE, NoA-No. 17.0630.01 i SEE TABLES 1&138 - I INTO WOOD, STEEL,ALUM Expiration Date 5!26/2021 EXTERIOR OR MASONRY EXTERIOR g INro WOOD.STEEL STANDARD CLP TO BE S By ALUM,CMU OR MASONRY _ MODIFIED IN•FNELD. 1 y NEXTERIOR MIam6D ProdaCt Contra i LA INTO N000,STEEL. 1 ALUM CMU OR MASONRY �, O ® ® DISTANCE 1 ;�9 l_PER ANCHOR - . _ - . - . c 111 'I EDGE - D.TANS 4 - - NOTES FOR INSTALLATION OPTION G 8 H: �� . ..L... , PERANCHOR - 1)USE2ANGLECLIPSPERMUWONEND.CLIPS MUST BEINSERTED INSIDE OFMULLION. o Qa o.587F- ���� NOTES FOR INSTALLATION OPTIONS P. =�• N0.587D5 2)DETAIL G:SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE _ �A - 2) 1)DETAILISNOTAPPLI MLEFORTHEBAYOR1.26'X2,11'X.125MULLION. LOCATIONS.SEE TABLES 1B-13B FORANCHOR QU ITIES AND SHEETS 21-23 FORHOIE LOCATIONS, 3)DETAIL H:SEETA13LES 15B OR 168 FORANCHOR QUANTITIESAND SHEET 22 FOR HOLE Q . j tv LOCATIONS. _ �FS1•'•:c�QR10P,.••' Com• 3}THE2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. o A.L' ,11(1111LLE ,P.E. v FL F'.E.#58705 TABLE 1A MUlpon Cap=lty Table Opening Width(farwrkaa*spanrinptnuff-)-Opening Haight(forhot(mrd45lsparn'Bg MAC.120 501n Doi', 701', Bair DO In too it 129 hs 140111 160III pwunwb, 71aWT)mrb• Fteci4nQukr hap.Wm4 Ra UVA.r TMpmtmQ. RcrotmQo3v ll ria6 R.Ct,,wa TrsQRrWrp. Idmt4ngWer Tr4RRtta^iF RrctmWLu Tatp/ManD. ReemnputOr 77optiflmQ. RelHnWrar Tf',{MTnang. ..� t Plain. Tube .Laa&g LwdnQ tmdrp LoadnQ Lasasn9 L.&D Ls4dnD Lomlrg I. ft UUM9 Lo4din9 Lasdn9 LoodnD LondnD •Lwdlup Lmav Loodng Lmdng A,Mulg Tube fig' ',. (��' �' '.� �y' 3 �' _ s �'_ p, �l III .MUI@att eS� i nN It to to a z LU 42m II 111 408 1295 332 932 408 llf.SI 79,9 409 107.81 327 699 408 5044 318 SLS 448 1015 319 558 400 1104.01 319 48.6 408 104A 318 398 408 104.0 318 35.0 400 1045 319 u 0 {11fi 74.8 312 BIS 258 824 312 73A 252 519 312 67.0 248 46.8 312 032 248 41.6 312 61.3 244 37.6 312 61.0 244 31.2 312 61.0 244 28.8 312 61.0 244 ZL4 312 61.0 244 � _ cl) 50.625 Lr 839 26t 7SB 234 532 201 615 228 45.6 281 65.7 224 3.9.9 201 521 222 35.6 28t 60.1 220 31.9 281 443 219 20.6 201 443 219 718 251 49.3 219 20.0 201 44.3 219 4- F 7 0 "1' 52.8 247 87.5 207 43.9 247 49.8 202 370 247 44.8 f99 32.8 247 41S IM 28.2 247 394 164 26.3 247 38.4 t93 219 247 38.1 193 18.8 247 38.7 162 18.4 247 76.1 193 R co mto UJ 60M 38.4 230 41.2 170 320 200 35.4 IN 2'7A 200 31,8 183 24.0 200 28.9 iW 2t.3 23D ZI.1 150 192 200 2S8 157 18.0 200 26,0 16B (a a 63111 331 181 35,3 155 27.6 181 304.3 152 217 1Rt 29.S 140 20,7 161 21.5 145 18.4 tet 22II 144 18.0 lot 21.7 143 Z U� U Mr, MA 165 30.11 142 24.0 103 M! 133 20.9 166 23.1 136 15.0 166 21.0f34 721, 222 139 23.3 120 18.5 139 18.8• Ito- 169 139 17.6 HS N 781n 16.9 125 19.7 108 tB.J 725 50.8 107• 11 � ..i oAo a:Z T6 St 11.5 110 102 tel d 3 TABLE JS ANCHOR CAPACITY ADJUS WENT FORMULA: Z An4horCa ai Tab)0 bo 111.t6t o3 fD 6utsS#te 2.711 C=r414 3.5k Oma H. l24U Flo PJ CMU PT Woos Wei (ppw)X�ATdGHOR CAP.,�„.a,\-ANCHORCAP._ 06 � att6.67ra ft4'6S Eko S't8•Bco 114'SSEk0 Oto Steel #t2Ste01 #12 SIM MULLION ArxlmrT7pe WIT BooUOm•.on 17P Eke UOrecm 3ti6*DWIFImom 174•Bm(1Naom 4RIEVISIEDi An4hor COp Pattem9 mvaom AD9reGamr U2mom A99MGmor S.-p5)Sw tGS) Sm.(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR 8T2.117 i' 2.12• 3-1/9• 7' x-trz• 1" 2-IM" 2' 3.116• 7 DAV 034• 0.324' CAPACITY REQUIRED•CORRESPONDINGTO AN 0EmtftdlInk 4,114' 1-W 13X4^ f•y4' 7 1.111. 1 1474• 11A• 1•fW 1au^ Mm 2' 1376• 1318' Ieft ACTUAL PRESSURE REQUIREMENT FOR THE 2Aeoh-04.74 Mm,O.O. Stm6m1ar Op§d a III 1F4.1): 390ba 3908x 4500A 990 Sa 1044 ka 2704 ass 280W 3548- 745 ms 374IM 664 ma 948 bs 341 Ibs 4mWs Sao OPENING,WHEN IT IS LOWER THAN THE MULLION r�r4AMMM@1AS-MIA.O.C.ISmMx4fOT0Im0cI0(FD.2Y 4606s TSO W3 WA WA WA NIA 380004 WA WA WA WA IVA 682 Am 8852s Imo0s CAPACITY(FROM THE TABLE)OF THE SELECTED4Arohwo@T7Mn.O.O./(2)2x5AnpaQPI(F9•Sk 79049as 780811 SBO IOa 10490 Bs 1880 ba 0403rWA 760lbs 748004 865 on 1822 ft 692 bs 965ms limms MULLION,R WI LL YiELD A MINIMUM ANCHOR 02 AmNm Q8A4Nin.O.O.I UL91t 0D0.125-Ak6n.(F4i.4k- WA WA NtA WA WA WA N+A WA WA NMA NIA WA WA NIA 7i6Oc CAPACITY WHICH MAY BE USED TO QUALIY1Ss ms 195 ks 225 mo 44S to '622611 135 rob 1458>a 177Ibs 370911 i871M J321ta 479 bs1700X4ADDITIONAL ANCHOR OPTIONS FROM INE PRODUC 2Aradom 7.f4Min.aClFLitptFb-e): 249L`x 35pba WA WA WA WA 190X04 WA WA WA WA WA N1 F. 4420x 500br ANCHOR CAPACITY TABLE. 044complpllpwiththeFlorldn NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CLIP, - NOA-ng Coda • NDA-No. 17«0630.01 ExPiration Date 05/26/2021 I 1�3 f ._ FIGURE 1: FIGURE Z: TABLE NOTES: Mamroduct Control ! 1)SEE SHEET 1 FOR.INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE3: I . 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 20Q0' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS: (I r f 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. L X-.125' � p1Y LYNA, ANGLE CLIP MUST BE USED IN PAIRS. ) HOLt,OW AND GROL)t FILLED �V CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r \+ �1 M1,IGENg6;••!r{� FIGURE 4: FIGURE 5: FIGURE e: YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125` • . THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT VX 2'X.125'MULLION =1} No.58705 LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALLEXTENDATLEAST 3SCREW THREADS BEYOND •%" �.= • THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR 410 S.S. - ��LI: 62.04. �� :•�'� :•,t1••. STATE F �.���1�'•F�OR4DA,.•'•�'C�� AL�� ��• A LYNNSt11B4P.E. FL P,E.#50706 t TABLE 2A Mullion Ca ac Table Opening Width(farlerticellTspwril mtjftns)or Opening Height(for hodzaltaN-sparring m!f'ons) M 60 In OO in 70in 80 to - 90 in 100 in 1 120 in 140 h 1601n Raemi;iular T-#Tda1Q. R4dmdar 7r4WTda1g. Rcctxplar T1ayTMp. Reclar Iw T9WTrun9. 'Rect,nprdnr TreWftwu Redder Trap/rd..•O. Rector Tor dsp, Recargdar Tr.#Tdarrg, Rc•1aOWar Tr,Wnfeng 1It2 x.376 Loadirl9 LC-*o Lair® Loadirq LOalirg Lwd1g Lwdlra Lopid® .Lwdira 1-cam Lman9, Lam® L.." Laadir® Longing lmdtng Lcaaro Imn9rg AWm,Tubc _ r r r �' 3• ,�' v.• 111 fit Mullion 2 1 ll � 1 1 � z Ate " at1, 42M 170.0 620 1760 435 1151.3 6@ 170.0 478 129.7 682 170.0 608 111 b!6 fiIM5 518 100.8 I SM 16&9 617 gas 692 163.9 617 767 662 1689 517 646 662 16&9 617 56,7 667 1889 617 ,yr 0 N 48 b1 1219 307 138.0 419 101.4 W7 1182 410 88.9 507 1087 403 760 507 1026 369 07,6 607 90.6 397 608 607 980 398 60.7 607 09.0 398 a4l 507 990 393 380 507 89.0 3% 7' 60.825h 103.7 466 1148 379 86.4 468 99.9 371 74.1 456 90.6' 365 S48 456 US 360 57.6 456 '81.3 357 51.a 458 au 358 422 466 80,0 356 37.0 458 600 356 324 455 80.0 856 541n 85.4 400 913 336 71.2 400 80.8 329 619 400 727 322 53.4 400 67.3 318 47.5 400 64.0 316 427 400 B79 314 356 400 61.8 313 3a5 400 BLO 313 287 400 81.8 313 _ V' W Q (D W In 623 324 68,6 275 51.9 324 ST.S 270 446 324 61.2 264 3&9 324 489 260 346 324 410 257 3t.1 324 420 2S5 280 324 40.6 2S3 22Z 324 40.5 253 19.5 324 485 253 _ -{ F (m0 U ' c 63 h 618 291 RA 252 446 296 49Z 246 38.4 294 47.5 241 316 291 388 237 2A8 264 37.1 234 2&B 2B4 312 232 224 291 33.6 230 79Z 294 33.4 2M 1&e 294 334 230 a S` d 661n 488 '266 49.8 230. 380 269 424 225 334 268 37.5 221 29.2 288 341 218 28.0 268 31.8 215 23.4 268 29.8 212 19.6 268 280 210 187 268 21.7 2C9 148 268 27.7 209 Z z � m 72 in 380 225 37.9 196 30.0 125 322 _181 26.7 216 284 188 ZZ5 225 256 185 20.0 225 _23.6 _182' 1&0 725 22.1 180 15.0 225 20.3 1 177 129 225 18.6 179 11.3 225 186 176 w M LU 7BN MG 202� -MO 177 256 X2 27.2 173 21.9 202 23.9 170 J 112 1 202 1 2t5 167 17.0 202 19.7-.185 15.3 202 18.4 163 128 202 18,7 160 10.9202_ 1&9 156 &6 262- 110 15a J a z 78N 28.3 192. 28.6 168 236 .192 251 165 20.2 191 220 182 77,7 762 1&7 159 1S7 192 1&1 157 14Z 1B2 18.8 -755 .71.8 162- 152 1,152 10 4#10#9 182 142 160 1 1927 {a{-... _j 'n.. 00h 186 144 19.0 12B 154 144 i&7 128 - - Z z -Q G0 Bsb 152 127 15,6 113 _ y f" -10 z C 'O N n O TABLE 2B - - - ANCHOR CAPACITY ADJUSTMENT FORMULA: 'Ann chorCo ac Table bs) ANCHOR CAP„�,,,�, - N W X 51a.vaW 271 Concrete 3.510-. d1.lb.CN,U Ried CNU PT N11o0 Mobs (DP®•-)X( )=ANCHOR CAP.,, ,O N CD U .- 9161 om 1/4.6$V.wir Ebo 1M Be Emc 010 Sled 0a SLe a126me1' MULLION A.IwType: 3116"IN L7lracon .114•Flea Nanoon 3nr Eta ul._ 1M•Elco Ul6acm -Anehercuppattems - 193a.00 _ AW.GalOr Utrm4n AgyeG.mr scmv(c6)SemwlGs) $tt,«(c5) -, USE THiSFORMULA TOOBTAIN THE'ANCHOR - S2 Q 4 O O Edge Mt.-9nk 1• 2-112" .1• 2-17 3-1R• '1' 217 _`1• .2.10 2• 3VB• 2' 0.4$• ' OSP &326" � CAPACITY REQUIRED"CORRESPONDING TO AN D-aT z - ' Embedmerd Mf 1-e "4" 1-TV 1-14' 2• 1414• 1-114- i-v6" 7.114• 141r 1.114• 2• tare tale• -b. ACTUAL PRESSURE REQUIREMENT FOR THE 2ArlcMie®475 MYi.O.GlSan6W"Met alp(Fig.11 3W Ir. 360 Om MIM. 6900, 1644 to z70 ma zw a. 35416. 740[b. 374 IM 564 W. 918Ibs 341 ICn 41z 6. 560ID. OPENING,WHEN ITIS LOWER THAN THE MULLION 4 Anctma®1.15•MIn.O.a l at4rld.N lororad)Clip(MQ.2y 480 64 700 me WA WA WA WA 3001b. IVA WA WA WA WA 6821b. 885 U, 1120 5a CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arclm1.®3.69A O.C.1 M 2tS An9m CUP/(Fq.3k 78064 7806. 6806. 1300.7_ 16986. 54064 See 1b. WA 7801. 74B I.. 888M 1m21b. 6826. 68610. 11206. - MULLION,IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED' 2Atclap®0.46.6G1.C,C.I lW10,M0,125•Ahm(Mg.4k WA WA WA WA I WA WA• WA WA WA WA WA WA WA WA 71SIbe CAPACITY WHICH MAY BE USED TO QUALIFY a9 eomp1ylnA with tho Florida 1 AnclwrlF-0Ip(Flo.Sk 105 a. 19511, 225 b. 445 m1 8221ha 7356. 1406. Inn 37001. 187 R. 332 to 4730,EF70 go 12116. Zea 6s ADDITIONAL ANCHOR OPTIONS FROM THE Building CCoo�de; '2 A.0-@1.15 Mh1.O.a/F42Ip2ek 2401. 350 a, - WA WA WA WA 1001b. WA WA WA WA - WA 911 nm 412166 5801h1 ANCHOR CAPACITY TABLE- NOA-No. 17.0630.01 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. EXplration Data 0512612021 .. - BY / ,_ N11aml- Od ro uct GOMm FIGURE 1! -FIGURE 2: TABLE NOTES-, - 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. _ SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.' ,-- 'I 1.000- 2) 000"2)LINEAR INTERPOLATICN BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS.IS ALLOWABLE FIGURE 3: - - • 3)MULLION AND MULLION- -CLIPS SHOWN ARE MOTTO SCALE.FO-R EXACT DIMENSIONS,SEE SHEETS 21-23. � . HOLES.TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL•RESTRICTIONS SHOWN ON SHEETS 21-23. •• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 375' ••,'P 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND OROUi FILLED '• No.58705 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED 7�• _FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE6063•T5AND BEAMINIMUM OF.125' ,1•X2•X.3T6°MULLION THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL.STEEL TO BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND U� THE MATERIAL#108012 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. F A LYNIS4JIILLER,P.E. FL P.E.4 58705 TABLE.3A Mullion Capacity Table(&sW) Opening Width malens)oropening Hoght(for horrbzma" InEffions) SON DON 701. 110N soln 100 b1 1201n 140 In 1600 IX2.7Sx P.37b""on' LoZ-""2"" g L-r.* L-m Lodq Laaft Imd-a LDeUft dna L-ft - LoArg LaftL. g .r.9 Lonft L-d" ft a L- Ldng Lcadc Lag 2� 92! 'rube - ja W) 00 z -air,Lf Mufflon I 1 1 if 1 1 1 g 1 2511 42h 170.0 820 170.0 170.0 744 174.0 478 170.0 868 17UD 509 170.0 092 170X $19 Me till Me 621 170.0 1240 170,1)1 521 14,8,7 -1301 170.0 121- 127.511301 170.01 621 ifix Iml 170,0 521 _!H_ - - --- 48 in M.0 708 170.0 524 170.0 1150 170.0 W 117(LO,M i7e.0 630 170.0 1133,170.0 Oal 151.8 1139 170.0 i7T 13&6 1130 IXO U) M 113.9 Mg 170.0 660 074 1139 110.01 SW 85.4 1139 170.0 iiq- W,625 il 170.0 747 1 170.0 563 170.0 898 17CO 631 167.9 1 1032 17CLO W4 148.8 10321 IT0.0 7M 130.5,I= 171LO 747 IITA 1032 174O 756 97,9 IMZ 170.0, 7W 43.8 1032 Me 75S n4 I= 170.0 7% 641, 170.0 W I IMO 612 161.3 W7 1780 691 13921 807 1164.7 730 120.9 607 1526 M 107-51 907 145.0 714 K8 907 W.1 Tie 80A 907 14" 700 0.1 007 We 709 60.5 07 140.0 leg Ul r C3 co W In 141A 735 1151.5 MS 117.6 735 130A Oil 10C.0 M 116.0 599 66.2 = IOU 78.4 M 99.5 Sag M5 735 95.1 578 588 723 41.0 574 50A 735 91.8 874 443 735 111A 674 1 40 LU LU 63 k� 121,9 M- 130.0 570 TOIS SM 111A 037 17.0 M, $0.9 647 782 6% Ml SM 677 688 Me 531 609 US 798� 6M 508 M 76.0 021 435 W iTs alt 36.1 666 75.6 521 68N 106.01 6a7 1I24 SM 88.3 WT Gal 511 75.7 607 85,0 501 02 6607 I7.1 C3 , , < 493 58.9 007 71.6 408 53.0 607 67.6 4al "2 607 63A 476 31.9 m? $2.7 474 33.1 BW GLT 474 K z LU I Z 720 81B aio I aS 443 640 510-F710 434-M37>SIC 64.3 426 SIX 510 57.9 410 45.4 610 53.3 413 40.5 StO 30.0 405 34A 50 1 45.9 402 202 510 44.4 = nb 610 44.3 399- p tU 76 1. 69A 458 7Z6 40 67.0 455 161.7 = 49,6 456 64A US 43.4 108 4M = 30.6 4W 44.6 373 34.7 4511 41.6 W3 284 453 37.7 362 24.6 45e 3" 3W 21.7 4W 35'7 354 10:�: 760 642 435 67.1) 3411 53.5 435 aU 3n 458 435 49,B 389 40.1 435 44.7 3M 347 435 403 W5 32.1 4W 3&1 361 2&8 435 34A 344 22.9 435 3ZG 341 N, MI 322 340 Z 17A 327 21A 202 061. 41.8 43. 318 .7 =4 283 145 327 193 253 1 000 34A 287 39A 257 28.7 297 299 252 20 237 1 25.0 1 249 21.5 2S? 23.1 1 244 19-1 287 208 210 287 19.3 1 237 14A Z< 20.0 -J. I I CD 1081. 242 227 24.7 205 227 -iW-TY-3 2Z7 10.0 198 x oh o -111N 273 213 22.7 194-TUTS 215 12.1 -74-1-T"- 215 lee lea 7.6 194 171�L87_ < I _12)h I !E U >< TABLE 3B !2 < 0 Anchor Itv Tubb(I.hs) ANCHOR CAPACITY ADJUSTMENT FORMULA: z (AN P a. 7 7t 0 z7k C�m. 3.5k C- Hamcmu FWedQ%W PT VVWd Mem? -ANCHORCAP_ 0 -=T) U� Amhu Typc 9118'Ek*LMm 1w El.m- &W M.. awls/le-EN. 714•S9 flostW1012stw 01 sum (DP-)X L", Lu'. 3fl8`FJ..UfI;== 1/4'Ek*UW 88 AncliorCUpPattems AowacWai Ulwm A7peG-tDr USE TH)i FORMULA TO OSTAJN THE-ANCHOR Edg,Dbtme I V 2-lfr 3-110- V. 2-w 1 2-IM T I .w r 0 o.W 0,324- CAPACITY REQUIRED'CORRESPONDING TO AN PRODUCT REVISED E.bwmg ft $am, 1,3W J.'4. 1314' 7 I-ve VIA* I-w I-Iw 7-114' 1.1tv 7 I've* 1 14V ft.-- ACTUAL PRESSURE REQUIREMENT FOR THE a0cIbo[m.,p'Cy,'1n9.-fth the Florida 2Amha.@4.75'M6t G.C./ 300189 39044 430 to M IbG 1644& 270 It. 211010. 354 lbs 740 lbo 3741b. M no 940 F. 34 103 2 161 aso DR OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No.' 1-7-0630.01 19 Z:i 46ow 700 bs WA WA WA WA Mr. WA WA WA WA WA am fb. as W. 1120ID3 CAPACITY(FROM THE TABLE)OF THE SELECTED 1 4 -Wl-bl WA 9 M su- MU 0 .ITWUYIELDAMINIMUIM ANCHOR F�Plraticn Valle,05/26f2021 a (2) 4 760 W 78D 9. MR- 150 It- 890 Zs 540 ft 7wu 748 ft M b. 1092 Ito 682 1b, Its I 11"G. LU N ;C WA WA WA WA WA WA WA WA WA WA WA NIA WA WA 1 716 1 CAPACITY WHICH MAYBE USED TO QUALIFY ly 473 W 170 W 'I. ZSM 446 U. 1 822 1b. 135 Ms 14010. 177141 370.11m 157154 3321b. 41�3=- 170 It, 2211W 200 =NAL ANCHOR OP71ON5 FROM THE re W WA , rf 240 1h , 350 1b. I WA NA WA WA A _W,M, L 2And=i 341 M3 442 ft 501, ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES ASTHE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2., TABLE NOTES: 1.000- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 1111SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 3* 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE -,Y L% 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750* HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.8870.5 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION&HOLLOW AND GROUT-FILLED -0 FIGURE 4: FIGURE 5: FIGURE e CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 37D3 P S" 6 YELLOW SOUTHERN PINE WITH AN SG OF 0.56,ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125* • SATE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND .... ... Ns flF I THE MATERIAL.#10&412 ANCHORS INTO WOOD MAY BE STEEL.18$S.S,OR 410 S.S. R.P.E. FL P.E.#60705 TABLE 4A2' Mullion C 20. Tablo se) Opontng Width(for vBltica*spamlrg rtWUare)orOponing Haight(for fnrlzo�spwoIng muRiolls) so In 60 In, 701n 80 in so In IDD in- - 120 in 140 in ISDN 5± 1 a 2.76 X R-fTr IAD*p. ♦el9dneta T Lon6dag 9 RaLo adng> T Lu aadnq 17aLcmd.g 7mLpRAm g, RaLootaadranegta 1 LoOngA iLLmaft. 7ep Tdan9. W.Lcofa ft 71L-d-g p. Rec6mp'pim Tmlcs ddna9t p a Lancing T L-.L pip �2! .660 Alum -` Tube r r r �• r r r r r Z. r r 21 r r kr r pLo a = r r r 61u0ien �. ee a �tt � g �, a �8 eo a� �•� g� � a �'� a �• � a - 11 i b off V� o a� u v4iL o� a, o� �� bA � k o� D� 176 �� , u u � .� b ❑ N FU 42 In 1740 620 170,0 435 '1TO.D 744 1740 475 17MO 668 17TD SOB 1740 082 ,1740 519 170.0 1116 1709 521 170.0 1240 170.0 521 1740 1488 170.0 521 15&71 IUD 170.0 521 t38.81 1620 1170.01 521 4eh 170,0 708 170.0 574 170.0 DSO 170.0 bel 170.0 'em 1740 830 170.0 1133 170.0 861 170.0 1279 170,0 677 170.0 1417 170.0 880 141.7 1417 170.0 880 121S 1117 1740 880 108.3 7417 170.0 850 WWI. $71U) 747 170,0 583 170,0' 898 170.0 631 170.01 10181 170.0 654 170.0 1190 170,0 723 184'12266 170.0 '747 14U 1286 170.0 1 758 121.0 1286 170.0 758 104.5 1288 17aD 766 91A 1276 170.0 759 (D W O 8 t-• 54 in 1 170.0 797 174.0 612 1709 856 170.0 691 170,0 1118 170.0 764 150.7 t130 170.0 IM 1339 1130 170.0 837 120.8 1130 1740 850 100.5 1150 170.0 861 85.1 1130 170.0 -881 713 itm 1740 001 � ? m U -{ W e01n 170.0 585 17D,0 701 1485 015 152.3 781 I S 915 144.5 748 108.8 e1S 1323 735 07.6 915 123.0 729 8T.9 91e 115.5 720 732 915 1144 715 8Z9 815 114.4 715 642 615 1144 TO a h U co { 61 In 151.6 530 1619 710 120.5 610 13&9 E94 108,5 530 1232 em 04.0 NO 1122 070 64,4 030 1016 682 719 630 99.4 656 633 OW 04.5 840 542 030 94,1 649 47.4570 04.1 640 Lj =) IU Q = y 6601 1321 .767 140,0 650 110.0 751 1,185 078' '81.3 -757 105.9 624 .87-5 757 98.1 814 "A •761 Bal 806 e0.0 757 042 607 55,0 757 79.0 583 472 757 782 M 41.3 757 782 591 Z ? U e 1 721n 101.7 636 100.8 552. 64.8 830 81.0- 540 727 678 -00,1 530 tae 0fe 722 .521 515 048 50.5 .514 50.0 638 823 508 424 616' 572 500 38.3- Dae- 55.3; 497 315 838 552 450` - ¢ 'J 10- 76 ,76h �8&5 671- BDA 498 721 577 768 488 81. 71 87,4 478 S/1 571 80.0 471 41LD 571 55.5 464 4A2 671 518 459- 38.0 STI- 47.0'1 451 1 30.9 b71 4{S' 447 27,0 671_ 44.6 446 �i) Q 7 78 in 80.0 642 831.4 474 68.7 $42 .70.1 465 $7,1 542 621 456- 50.0 512 5$.7 449 44.4 "542. S1.0 442 40.0 -.512 47.5'.437 33.3 $42 429 428 26.8 542' 40.6 425 210 51Z 40.1 '423 Z Z o Q N 9111 co 521 407 63.7 301 414 407 414. 35 ,372 407 39.6 349 325 _407 363 3C 2a9 407- 321 3'!8 2&0 407 2D5 334 21,7 407 26.1 3Z7 18.6 407 24.1 372 10.3 407 '23,0 319 �•. F L, co 9610 420 35A 44.1 320 35,0 ;358 372 .314 30.7 958 32,4 30D- 248 .356- 2&e 304 215 350 28.1 300 215 355 21.0 296 17.8 356 21.0 289 15.3 358 182 284 -• A. rn X -aO O tOBh 30.1 283 305 285 25.1 283 2&B 251 21.5 283 225 247 18.PW2m -283 18.0 240 '111 283 165 237 o W U 1111. 27.8 287 28.3 742 0.31 '287 718 23D 10.6 2e/ 20.5- 2J6 17. 267 10.5fn N1201. 22.D 229 22,3. 2m, 143 ?2B 19.6 205 ts.7 a2B 16.2 202 - QOOTABLE 4B - _ : a 0.T zONO m -Anchor Tabic bs..--- ANCHOR CAPACITY ADJUSTMENT FORMULA: a M samaala 27kC=ds - - 13kfaa _ - N 3-cmu .F9kaawl PTwooa Nmi (DP�,)X QANCHORCJSP.m c� 8 H116•Eko 114.89 Ero 91%r Elco 114 88 Eke m0 Shed 023*0 912 Steel MULLION CAP..a,,,� Ancltalype: 9r1G Eka Ulua9m -Ua'Eko Ntrecan V16-EJ..UlSocon -V4•EIco UIlreCon PRODUCT REVISED AnehorCBp Patmms _ -. Uaaoon AOpreaalor Unaaan Ap(Pe0a51r Same(05)6a�v(061 mcw(045) USE THIS FORMULA TO OITTAIN THE ANCHOR Edp Wten;o Mt r 2-lrr r 240 - 3-tW 1•- 112• •• r 312• r -e v0.• r a4e• asr 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN 0.9 complying with the Florida -. EmwdmentM 1-74• 1ar4' 1.3/4' 1,74• 7 14TF- 1-v0.• .t-tw•- 1-tw• 1-4W 1414• . r - 14M fare• ranee ACTUAL PRESSURE REQUIREMENT FOR THE Building Code NOA-No. 17-0630.01 2TVw-" 4.75• In 0.C.1S V0ftet01p(FI9,Ik 196 Da 390 Ob 45D Om' S90U 1644 De 270 Its .28G Its 354104 74010; 374it. w4b" 945 a. 341109 aeb S60b OPENING,WHEN IT IS LOWER THAN THE MULLION 4A=?m@I.15•MIn.D.C./Stadmd(W02MT)CUPIF*.n 4 M% Tao 0+ WA WA WA MA 3001m WA WA .WA' -WA WA682 In. sas tt2ow CAPACITY(FROM THE TABLE)OF THE SELECTED EfgfirationOnto 05/2612021 4 Ana14as @ 3'NRrb D.4/(2)WAN%Cap;I gig.3); 780 D; 780 13 WO In, Iwa D; 7898 Ds soD; �VA Os NA- 7m Os 748 Its No Inn 1992Itm 682169 1120 MULLION.IT WILL YIELD A MINIMUM ANCHOR _ 2 Ann;r4 @ OAS Min.O.C,I UZIp,kda.126-Altm.(PC.4} - WA WA' WA WA WAS, WA WA WA . WA WA" - WA- NLA WA - 715 D;.. - CAPACITY WHICH MAYBE USED TO QUALIFY BY _1 Anhor I F476P(Fig.5}: 185 D; 1951m 225 Da 445 Ds 022150- ,115 Ds 140 m4 177 Da 37010; 181150 33210 473 tb IT01b9 22166 280 Ds ADDITIONAL ANCHOR OPTIONS FROM THE 6'11amR-Da a Control 2 Anchors®1.15•Mh OA2 F421p 070.9. 240 Da 3$0 D; WA WA WA WA 190 Ds" WA NIA WA WA WA 341 Da 102 Os 58010; ANCHOR CAPACTTYTABLE' - NOTE:FOR THE OFFSET CLIP,USETHE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. _ FIGURE 1: FIGURE2:- TABLE NOTES: - - ` .. _ -.•1 1.000' 1 ' - 0 1)SEE SHET 1TOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. - _ - SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i .. 171111111/1 - -_ . " 2j LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIORPPEN114G WIDTHS IS ALLOWABLE. FIGURE 3: •- 3)MULLION AND MULLK)N.CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ` 2750' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. ,� •F FIGURES SHOP!SUGGESTED,APPROXIMATE HOLE LOCATIONS. No,58705 ,9 ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM.TO AG 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED •l/� " FIGURE 4: FIGURE 5: - FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063T5 AND BE A MINIMUM OF.126'_ '�+ �O••.• ATE O �; 4L, . THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(IB GAUGE).STRUCTURAL'STEEITO BEAT -CIV IrrI • - THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY ESTEEL,16.8.SAORLEAST3. SCREWTHREADS BEYOND 1"X 2.75'X.650'MULLION ''���,`S'S� NAL A LYNNI WIIL"R.P.E. FL P.E.#58705 TABLE 5A M46lion Capacity Table bsW) a Opaning Width(ta'1erlicat),va ring murions)orOpanin2 Nai2ht(far I>7zizor %,l erring mu goys) So In so In 70 In e0N 901n 100 in 1201n 140 In 18081 Reoiengig T.P7609- R.Misgutar Tie p7Rialp, ReIXmV+lar T4x{>iFBmrB• Reaargrdar TraiVeiwrg. 11actart74twr Tray0lmg. R40tengutor i TmrlTdw»g. Roctenl7lar T4atYTdartp. Rx64rgular Trapakg. Recta46ntzr T4myTTdarD• 1•X3.126" L04dr® Lowing Lwft Loafing Lozdeg Loading Loafing L=40g. Loedrg Loafing Lz*&Q L4adlq Lwdup Loring LiodnO Lmftg umig Leadnq �Y .600"Alum Tubo Muff .. as a�a � � aa asa g � o °'� w 42N 170.0 020 Me 435 170,0 744 170.0 478 1780 BOB 170.0 509 110.0 902 1740 419 170.0 1116 170.0 521 170.0 1240 170.0 SZI 1700 1468 1700 821 1708 1735 170.0 WI 154.4 1802 170.0 521 W co 4a N 170.0 708 1700 52/ 170.0 859 1740 584 170.0 6� 1700 070 1740 1133 170.0 881 170.0 1275 170.0 W170.0 1417 170.0 Rr1 157,7 1577 170.0 Eno 135.1 4677 170.0 Bap 118.2 1577 170.0 680 50.825N 170.0 747 170.0 W3 170.0 898 170.0 831 1T00 1048 1700 904 110.0 figs 170.6 723 1740 1346117001 747 1700 1404 170,0 750 111.7 1495 1740 756 121.5 1495 1 170.0t 756 1106.3 LOSS 170.0 755 c 641. 1700 737 1700 812 170,0 958 1700 891 1700 1118 170.0 764 170.0 t275 170.0 1 803 4601 7401 I 170.0 837 149.0 1401 1710 858 124.8 1401 170.0 861 108.8 t401 170AJ 887 1 93.4 14M 114"4.5903 (9 111 $ ? m N 170.0 085 170.0 701 MD 1003 170.0 797 1544 1156 170.0 878 138.7 1150 167.0 928 175.3 1158 158.8 017 111.0 1156 140,7 gin 92.6 1158 144.5 W3 79.3 Ilse 144.5 003 69.4 1150 pN 170.0 90 170.0 745 159.0 1040 170.0 850 IVA 1049 1555 990 110.8 1049 141.7 846 t08.5 1049 132.0 WO 949 1049 121,8 828 79.9 14¢9 119.3 820 645 1%0 118.0 819 19.9 1049 +� to Z 86N 196.8 834 170,0 749 139.0 -855 151.3 804 t101 955 133-7 788 1042 936 121.4 776 92,8 955 1128 785 WA 859 700.4 757 604 95S 89,8 74a 690 955 68.7 748 521 855 zZU mT2N 1248 847 134.8 687 107.0 361 114,8 BE2 01.8. eW 101.1 870 m.3 803 91.2 859 71.4 803 839 949 84.7 803 746 042 573 803 72,2 832 453 803 69,8 'HB 441 8W w a78N IOU 721 1141 829 SIA 721 97.0 Bit 78,0 70 851 mS ASA 721 76.5 603 60.7 72l 703 SEB Sao 721 850 579 43.5 721 Sq,4 SM 390 721 SAS 484 341 =11 -,.t z 781- 101.0 884 104.4 SSD 842 604 890 587 722 844 7D.4 STB W.1 694 70.4 461 58.1 684 040 558 m.S 884 5.9.8 531 42,1 804 54,1 641 38.1 884 91.3 536 31.8 884 � W h 454 51/ 81.9 438 548 614 574 448 470 614 540 440 41.1 514 44.0 433 38.5 514 403 427 318 614 37.3 421 27A 614 35.0 N2 235 ,814 314 408 248 eti 29.0 d2-83 � � � N r 09N 142 452 55.7 404 452 452 47.0 300 38.7 /67 iQ.0 330 33.9 452 30.4 384 30.1 452 329 378 27.1 452 30.3 373 228 •452 26,6 305 70,4 452 242 359 180 452 228 - C)$o i[6h 341 357 38.9 322 31.7 357 317 317 272 367 28A 312 23.8 357 252 308 21.1 357 227 3W 19.0 351 246 209 15.9 Uf 10.0 293 134 357 182 287 11.0 357 15.0 �oW CO h 36.1 338 358 308 282 338 301 301 25,0 338 29,1 796 210 338 23.1 282 19.5 338 26.8 288 17.6 338 140 784 11,8 318 14.6 218 115 338 14.8 273 11.0 338 1J.0 ® LL'Fn 12DIn 27.7 289 283 281 23.1 2E0 23,7 259 19.8 289 201 276 173 289, 101 -252 154 289 183 248 130 289 fab 249 Ile 265 tT.B 240 48 290 11.4 238 9.7 280 104 r O 4 0 O TABLE 58 ANCHOR CAPACITY ADJUSTM(7dTFORMULA a d 2x1 Anet4orCa 7abte be a Q sQ Su6:uate: 2TICprclde -- 15k cow. Nalar04U MaCMu PTWCW - mew ANCHORCAP.a,,,.,,, O (DP-)X� > ANCHOR CAP.,, v AMM Type' S16'EICO Urtrsm vrekoubneon 5me's. WIVEiCOLBIr4:m v4"Ex000=on 114`54 Ek. Sr19'Eko W4'SSEizo **Sled #12steN 012S76ws NUCLEON CRP. .,,,,,, AnahorCllpPailslris um-4. A2peGaor 1111=011 A92MGd. Scxw(G5)96mrLG51 szrca(06) USE THIS FORMULA TO OBTAINTHE'ANCHOR PRODUCT REVISED EcW>asiarc46nT r 2.112' /' 2-ur 3.118' 1` 2.111' 1" 2-lir z 3-VW 2 0.48' 0' 6.324' CAPACITY REQUIRED"CORRESPONOINGTO AN ascomp with the Florida on6o mmt n Ia/4" tae lana^ JVJA 2' t-114 1-va 1.114 1 V,0r 1-vx MW a• 1-w I-W vun ACTUAL PRESSURE REQUIREMENT FOR THE Building Cod© zAmnaz�a7s nlMn O.O.r slaraa6 a Omer F4 It 3mms 360rn '4wmsBe 1644ba 2m ms 2m9" = 740163 3749" m 949 as saf an x42619 614 gn OPENING,WHEN fT ES LOWER THAN THE MULLION NOA-No. 17-0630.01 4 AMrM a 1.15•Mh O.0 151x'10516 Or 011W)CI 4 480 W 700 lo; NIA WA WA 360 m NIA WA WA NIA WA fiaTO" C65 to 1121 Rs CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 051262021 4Mxtan1 TWr,CLC,1M"Arglecysrglg3z 7mbs 7200a smbs IMS"S 64O7A Sm Os NIA 7661te 748bs Eats fe9t1b3 682241 assts 11aTu: MULLION-IT WILL YIELD AMINIMUMANCHOR 3Archom®0.45-MI-O.RIUC0p,N18.125 AWn.(FT0:4t N!A NA- WA' WA WA WA WA MA NIA WA WA NIA WA 1p79 D8 CAPACITY WHICH MAY BE USED TO QUALIFYBy1Arclerl FCOp IRO OT 105IDs 10481 715 ms 822 RB 1352" 1460e 177161 370163 167 ros 3321Q; x78 is17ome - 221 ms Tm 88 ADDITIONAL ANCHOR OPTIONS FROM THE Miaml-p oPr uet ContrO2AMhm 1.15"0-OZiF 02. 240 bs 350 bs WA WA WA dim DS FWA WA NIA wA WA 341 no 442 m1 Smi66 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: Ile 1)SEE SHEET 1.FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 13 ALLOWABLE. FIGURE 3: 3.125' `` NY LYN 111,, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. GENS1`4:r ! HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21.23 `��a.; 8 .41 FIGURES SHOW SUGGESTED,APPROXIMATE FORE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. .500No.58705 _ 4}SUBSTRATES:CONCRETE SHALL CONFORM 7O ACI 301 SPECIFICATIONS.HOLLOW AND GROLR FiCI.E6 " CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED '�- -u FIGURE 4: FIGURES: FIGURES: YELLOW SOUTHERN PINE WITH ANSGOF0,55.ALUMIINUMSHALL BECZ63-TS AND SEA MINIMUMOF.12W THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT t'X3125'X.SMULUON Qom; A �4tJ` _ - -• LEAST.125'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1'VFMULLION) '/"'•.;°GORi4P,.•' .'�: • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,1847 S.S.OR 410 S.S. i1 ss ,"0NAt rcN�•�. A t!Y1tNIMULLk ,P.E. FL P.E.#58705 TABLE 7A y MuISonCi cityTabloIb51R 3 Opening Y4t401(torvalaaaily-sparvong to dOrm)orOpantng Height(lbr tntlmntWVspanrdtg mL ions) so In Win 70In s0 to Bol. fool. 12013 140 1, iWM o 1%4X.375 fleetaw t 'Oaa7rdmg- R-9- -Tmp-rrrim& ReateneAr Twalima. R-ft'lloi. Thwillong tledangelar Tia}JaianO. Rachnguiar lh{VTd.1% Ran900'sr 1A. '11'oDtfrtana• J;Ganfh oam Hodmeft TW7dsp. Alum.Tube Lmdng Loodap Luadpp LDa Mg � Loadno Lmd,g Leafing Wailing loadng Leafing Lmdrg Lowing Lmmv Lnadv L..&M Loadet0 Lasing Laedru a r CNI > Z 14 " �, 420 1740 ego 170.0 435 170.0 744 170.0 476 170,4 889 170.0 608 170.0 092 170.0 619 170.0 1116 f%0 521 170.0 1240 1700 621 1ro.0 1460 170.0 621 170.0 1735 170.0 621 170.0 1083 }70.0 521 W O S. j to 4s In 170.0 700 170.0 aza tto.0 1150 170.a 1164 170.0 992 17" 600 170.0 1133 '170.0 601 170.0 127$ 170.a 677 170,0 1417 170.0 6110 tro.0 1700 170.0 S0 170.0 tem uo.0 eW 151,6 2024 170.0 ego a a � 60.826l. }740 747 170.0 563 170.0 b9$ S79R mi 170.0 1046 170.0 SM 170.4 1195 170.0 723 170.0 1345 770.0 747 170.0 1404 }70,4 758 vein 1793 170.0 768 156,0 let@ 170.0 T56 136.5 1919 170.0 756 12 ,"'� Lr 64N 170.0 797 iroA 672 170.0 958 170.0 691 170.0 1718 170,0 765 170.0 L7)5 170.0 003 170.0 1434 170.0 037 170.0 1594 170,0 650 159.9 1799 170.0 681 137.1 17941 170.0 681 100 1798 170.0 bot -ate, LU m Sol. 1708 803 110.0 TOi T70A tom 170.0 70) 170,0 1240 470.0 678 170.0 1417 170.0 841 170.0 1601 170.0 096 155.$ t6f9 170.0 1033 129.8 1819 170.0 }063 111.0 tate 170,0 itim 072 1678 170.0 tam -S F ttt 0 min 170.0 we 770.0 745 170.0 1110 170.0 We 170.0 1302 170.0 940 170.0 1460 1799 1018 150.7 }542 170.0 iai6 U1.0 1642 170.0 1122 117.5 1542 566.5 1156 100.7 1642 167.9 7167 mat 1$42 167.0 1137 3 "5,� Z F, 6Ei in 7711.0 074 170,0 788 170.0 1160 170.0 603 170.0 1384 170.0 1002 160.0 1.071 1711.0 1088 1429 1471 163-011145 1246 1472 158.0 1130 101.1 1472 147.8 1100 91.8 1472 146.0 1104 80.3 1472 146.0 1104 z z w d m Z = 72 Ht 1700 1063 1729 878 t7e 7275 170,0 1009. 150.8 1320 1861 }tat me 132a U9.0 1082 117.3 lam 137.8 low 105.8 1320 126.6 ISO 609 law 117.0 }1724 751 1320 112.6 1013 68.0 }320 ttt5 1012 � 0L) 76In 170.0 1122 170.0 037 149.6 1184 159.0 1013 72x.2 1184 139.9 604 1121 1764 125.7 970 99.7 1184 1153 861 .89.0 1184 107,8 e$2 74.8 1161 Bre 935 64.7 1104 93.1 027 50.1 1184 023 .020 z E 7p kt 1641 1124 110.0 887 136.4 1124 147.11 863 118.9 1124 72x9 947 103.6 Y17A 116.9 mt 823 1124 11039 975 63.0 1124 035 900 6.91 1124 600 080 69.3 1124 94.3 .037. 61.9 1124 812 878 mO 90 in 108.1 844 1115 759 90.1 844 60.3. 736 772 944 22.1 724 819 844 73.3 712" 90.1 841 BS.S 762 T>;.0 844 67.4 57.1 48.0 844 642 670• 346 644 5411 668 318 8" 47.7 en !Fz- 4 .��' z N 96 In 89.7 142 015 6b7 742 742 77.2 652 60.8 742 871 841 66.7 742 58.6 831 d9.6 742 64.1 622 44.8 742 49.6 M4 37.1 742 43.6 We 31.8 142 39.6 690 27.8 742 37.6 56d a n v.j0,�O 108l. 626 588 63,9 530 52.1 6'08 6J.8 621 44.7 bW 16.8 543 39.1 688 H.4 605 34.8 550 37.3 403 31.3 8e9 342 492 20,1 4% 29.6 4ay 22.3 803 28.8 472 18.6 SW 24,7 408 M o iii{n 676 656 848 503 489 935 49.6 403 412 655 429 487 309 655 3SR 480 32.0 865 342 473 24e COGS 31.3 467 249 55S 21,1 457 20.6 555 24.3 448 169 b85 21.4 442 a .'✓ �` Y 120117 46.6 415 46.4 131 30,0 476 38.0 428 326 q$ 33.7 120 285 475 245 414 25.3 475 28.8 409 ae 475 21,5 1 Apo 19,0 475 21.7 395 16.3 476 147' 387 14.3 476 171 381 It co � O H X 3 144 in 28.4 330 03.7 303 ap 3311 27.4 301 -teas Sip 18.3 297 19.5 330 17.0 283 CO4L t-• Z TABLE 78 Anchor el Table ba -- ANCHOR CAPACITY ADJUSTMENTFORMt1m S.Moeta: 2.Ix caureta 3.5k Cmo. • tine"cm2 / I Ir 42 ANCHOR CAP.,„ 8 FOk4 CNN PT watd Mek+I lD�)Xl ,ANCHOR CAP.,,, rdlr EL, 114.58 E1p0 5n6'Etc. lµ'80 F90o OtO Sled 9126108 012Stea MULLION CAP.,,,,,,,,,, PRODUCT REVISED P AtmharTyptc 3/1f4'ElsaUltaeon 1H•Eb.UleWm 3rt6'Ekeuraeon va'E1coUaaetn AN.G.W 1.01 w Aegmther smeu(GS)s0W(GQ SC"IG6) USE THIS FORMULA TOOBTANTHE"ANCHOR AnCite7C& paCems ulkwm as complyln�with the Florida Fops 64hnca Mk f° 2-ttX 1` 2.72' TI a' }` 24fe t• 21,7 Y Salm' 2• o.aa• 0.67` 0.324' CAPACITY REQUIRED*CORRESPONDING TO AN Building Cadto ' Emberknan Mk 1-3A' is 4314• 7.3/4' Y 1-V4 t.v4' 11.714' 1.114' 14101-ve 2' t•3re° 1-318• %des ACTUAL PRESSURE REQUIREMENT FOR THE HOA-No. 17-0630.01 2Aachwa�4.7554M.O.QlstpnlmOtt Dss6t WPiFt9.T62k 3900. 390 Me es 690 1e440n 27085 280149 35402 740 We 374 fee $04 its 948600 sol Om 442 t6a 56084 OPENING,WHEN IT IS LOWER THAN THE MULLION pt 4Alw6aa 9225 Wn.4.GISte00sd(w Oeeet)Ctlp ff+o 3k 760 Lbs 700608 503 es 141013 0;283 WA 560 its WA 83000 WA 880 Wa WA 65280 865its 1120ma CAPACITY(FROM THE TABLE)OF THE SELECTED Pirntlan Date 05/2612021 BA,Ams@1.15,F&L D.t:I Bteefto0roffsep cap t.4k 96080 1400 lb. WA Neo WA WA 760th WA N7A WA WA WA 1383608 7770811 2240 be MULLION.IT WILL YIELD A MINIMUM ANCHOR . 4 Anolom G 7 MM,0.1:.1(7)205 AnB t24Je ltFlg•1, lee 11, 780 Me em W. 1560Ibs 1666 Me 540 Am 50 Ito WA MA 740 Iw m1b. te92lba (82(be 006lb. 1120 be CAPACITY WHICH MAY BE USED TO QUALIFY Mlnm oP4roduet ntrol QAnctc+aDr5g9a.C.tix)245a,�.agst�aj,sk tttolbs tttotm }020170 2Jwlts zI' atoms, WO lb, WA 114011, IMES 13M a- 2@36600 I=rm }327103 'Wow ADDITIONAL ANCHOR OPTIONS FROM THE 4 A hm 0 OAS 604 0.0.11147b,Mlo.}2S AM(Fig.7k WA WA WA WA WA WA WA WA WA WA WA WA WA N/A � 143000. ANCHOR CAPACITY TABLE. 2)km1wm422S".o.C/F;31p(R9.87 3506. 359 the 200IDs 7061611 47680 !NA 260 tta WA 3111 Wn WA 442811 WA 34460 44216e $6080 4 Ambon I.e.min.C.0 0.07 460 We 760160 WA WA WA 1491 360Lbs WA WA W0. NIA WA 602 1611 065 1b. 1120 Wa NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. - - -••f 7.052+ t` ---j 7.000" TABLE NOTES: . FIGURE 1: FIGURE 2: FIGURES: FIGURE4: FIGURES: FIGURE 9: 1)SEE SHEET 1FOR INSTRUCTIONS"ONUSING THE TABLES ANDSHEET 25FOR INFORMATION • • • a ♦ a • • • ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATON BETWEEN M ULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE ��� NV I.YN�/I!'l�i� i • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SFS SHEETS 21-23.HOLES TO BE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000` '•.Cp ' :SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. =7A' N0.58705 FIGURE 6: - FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM'TO ACI 301 SPECIFICATIONS.HOLLOW AND _ •' • s_ • f GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SMALL CONFORM TO ASTM C-90,WOOD SHALL Be •: � - • • • _• - 1 PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN.SG OF 0.65.ALUMINUM SHALL BE �p„p•.• ATE F 6063.76AND.BEAMINlMUM OF.125•THICILSTF_EI.STUDS TO BEA MINIMUM GRADE 33AND.046• .375 .375 %'CC�7''.FCORIDA•-•' ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. - INTO MtETAL 18 SHALL EXTEND AT'LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#1-THICK GAUGE).STRUCTURAL STEEL'tO BEAT LEAST.126*THICK AND A36,ALL ANCHORS#12 t•X 4'X.375' 1 1'X 4•X.375' ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. T-MULLION MULLION A. [it{L T3,P.E.. FL P.E.#58705 TABLE 6An ' Mullion Capacity Table Qb91R2) • � a n Opening Width(Torver54231yspaMJigmIfl10114)orOpenBlgHeight(for hodmrMrysperWrkJmtl9om) C sob 60h 7081 80 In 901n 100h 12001 1401. 1®h Reclanl�• Tmp7111anp. 7+Aoteaply 1F.plTdanB Rrntn9alar T-pm-Q- Rccmn9Wr Topl7dan4 RecfstgWm 7}epRdanO. Faaanplar '1}apRlt.n9 Rectvpolr Trap/Tdang• IGnhrpler TmpR(mn9. ReNn94•T Tl>rW91at6 6 m lx41.125 LMAN BIW- Laed.9 Lowing Loaft IM&O tm&g Loedn9 L-ft Loodnp L-ft Ladln9 Lcadn9 Loodn9 L.-Ift Load p Loadng Laaft 1) AIImLTube y. 2; r i r• F x �• n y A limon 0 'S ,. s u., a �I,. amu .. s,. �i '., '� f e �I f fad it N s � zL� W. � o W 421. 170.01 520 170.0 435 170.01 744 170.0 478 170.0 868 170.0 506 170.0 952 1 170.01 510 170.0 1116 1 170.01 521 170.0 1240 170.0 621 170.0 1489 170.0 $21 1450 1469 170.0 521 127.61 1489 170,0 621 y J 4a 170,0 TOB- 170.0 524 170.0 e60 170.0 654 170.0 092 1 170.0 630 1740 1133 170.0 651 1760 1z7e 170.0 677 158.3 1344 170.0 Seo 1703 1303 170.0 680 111.7 1303 170.0 680 97.71303 170.0 660 a 50.625 h 170.0 I 747 1170.0 683 170D M 170.4 087 170.0 1048 1 170.0 684 170.4 1195 170.0 723 156.1 1715 170.0 747 140.5 1235 170.0 758 117.1 1235 17x0 756 IODA 1235 170.0 759 67.8 1235 170.0 756 W O 64 in 170.01 797 1 170.0 612 170.0 053 170.0 691 170.0 1116 1170.0 754 104.4 1158 170.0 677 1372 1t68 170.0 837 123.5 1158 170.0 858 1020 1156 170.0 881 68.2 1158 170.0 661 T72 1158 170.0 eat m m LU 60In 170.0 585 170.0 701 165.7 1042 170.0 797 142,8 1042 MCI 632 125.1 1042 148.7 615 1112 1042 135.8 801 100.0 1042 130.2 781 814 1042 125.1 782 71.5 1042 18.1 702 626 1042 125.1 762 � � 40 0 e:tm 170.0 930 170.0 745 1512 292 163.6 618 1295 992 144.4 790 113.4 992 131.1 752 100.6 962 121.4 766 90.7 862 1U.8 756 756 001 100.4 743 64.6 992 108.0 744 547 992 106.0 744 66h 185.4 847 170.0 Me 1370 947 146.0 780 118.1 947 130.3 765 103.4 947 117.7 752 810 947 108.7 738 827 947 i@2 727 840 947 95.1 713 59.1 '&17 84.0 711 51.7 847 84.0 711 a?1 z 21 72 in 1350 849 1427 737 1132 849 1210 722 97.0 848 108.9 '705 84.9 648 88.4 690 765 049 88.7 086 67.9 Us 021 B75 548 649' 7b.3 E59 489 819 728 652 42.6 649 72.4 661 LU. g O 76 In 115.5 762 120.7 665 98.3 762 1026 652 82.5 762 08.0 840 72.2 762 1 60.9 629 64.2 762 142 620 57.6 7W e92 613 441 782 02.8 602 41.3 762 59.9 597 30.1 762 59.4 685 0 C J n 2 70 h 1049 724 f ItA 634 89.0 714 94.6, 821 743 724 87,8 606 648 724 74A 599 69.4 724 08.1 591 61.{ 72{ 844 863 44.5 724 673 673 962 724 64.3 567 33.4 724 53.5 565 � 90 in 69.6 643 71,A 483 640 E43 60.7 474 49.7 50 52.8 468 47.6 643 47.1 458 746 543 42.8 452 34.8 513 39.6 446 240 847 310 476 24.8 517 321 430 21.7 613 30.7 410 Z Q Z N 98In $7.3 475 68.9 427 47.8 478 417 419 4a9 4T8 432 412 35.6 478 345 400 715 478 345 400 247 470 320 30S 27.8 476 T6.t 386 27.6 476 280 380 170' 478 242 376 N N 10 y(O 1 W ln 403 377 41.1 341 33.5 377 345 335 28.8 377 Me 330 252 377 26.6 325 224 377 24.0 321 20.1 377 220 317 148 377 19.0 310 14.4 377 17.1 306 r• o c' 111 h 37.1 351 37.8 773 30.8 757 31A 318 26.8 357 TI.O 313 239 357 24.4 309 20.8 351 220 304 165 357 20.1 301 15.4 357 VA 29.4 ® Q x Y Y 120 h 293 300 D,6 279 245 300 MI Z74 214 308 21.7 770 143 308 1921 257 143 906 17.3 253 _ f• f.. � 1447. -17.1, 712T 172 166 87 TABLE 6B _ ANCHOR CAPACITY ADJUSTMENT FORMULA: � ���q1z m0 y Anchor Ca d Table ba ANCHOR 0::) AP.,,,,,,,, 8 w z�z 60.bata 27k Commfo 3.6k Ca- Hm-cmu Fmtl CMU PT woos Mabd (DP_)X( >=ANCHOR CAP.,,,, 'gam 3/16'Elco 114'89 Eko TV EM. 19,SS Ek. 61091 J N728be1 812 Ate4 MULLION CAP.,,o,,,,.. AndwTVpc W101EIaLte w IW Eko UOmcm Y1B'Ekn L70con WEMOlnlracm PRODUCT REVISED AnehorCOp Patterns wtrxon Ap®aGafa Ubecon A99reBatm 8ccv+(cs)B4mw(061 sp.w(GS) USE THIS FORMULA TO 067.408 THE'ANCHOR 0.o e0mplyyingg with the Florida Edge Dbtance 0ny t• 2.1/2' 1' 2-lir 3-VM 1- 2-12 I• 2-tir Y 3.118* T 0.48' 654' 0.324• CAPACITY REQUIRED-CORRESPONDING TO AN Building Co4lo Embednenf Mk 1-311' 1-314' I-TV 104' Y 1-v4' 1-114' 1.1/v Ialm- 1.1/4' 1414• 2' fair 106' vde5 ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Mchm®4Jwm1o.0.Q15bmdmda08ar2 C67("Fly 390 en 390 ma 450 lb, 890 1b5 1644 ma 27D ma 2m me 354 R. 1401b. 3740. 6641. 90 Ib. 3419,' 442 ns 500144 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/2612021 4 Amho.@ 225•W.O.C./Swum(aor' cup(F4.3k 700 bs 700.0 5S0IW 14101bs 9521. WA 5m tb. WA 630 ma WA 66O It. WA 6a2 WS 8451. 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED B Mmnam el.IT IN040.C.16b.r (a 04.0 CNp 1F4>•4L-ge0®{ 14001. WA wA WA' WA 76D tb. WA WA WA WA WA 1363b 1770 me 2za Jib. MULLION.RWILL YIELD A MINIMUM ANCHOR By - 4Anchom®8'Min.O.C./R)2x5An91n Clips/lFq.by 7608. 708 me 680.0 1560 ms" 18881. 6400. 6r4 P.0. WA 760Iba 7481. BBOID. 1602160 8821. 6&S loc 1120 ms CAPACITY WHICH MAY BE USED TO QUALIFY Miamt-0 6Product Co rot _ BA.hm@2-m.O.C.71.3 M91aaw+(Fp.sh 11701. 1170.0 1020@. 2340 is 26449u 610 hs 6401. WA 1140 m. 1122 ros 1320 hs 29381. 1022W 1327 lbs 1se0 ma ADDITIONAL ANCHOR OPTIONS FROM THE 4 Ptwhon®OAS'Mh.0.4/ILOq{Mfo.123'An.(FID.77 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 14M ma ANCHOR CAPACITY TABLE 2AW-0 225'MT.0.47 F-44 ffm.6): 360 ha 308 d 208 ha 705 Pon 476 U WA 250 Ma WA 3151ia NIA 440 ma 19q 341 Ma mme I 660 Jibs 4 Anoh @ 1.13'MM,0.CJ F-CL (R0.9' 480 b. 700 f. WA NIA WA WA 380 ha WA WA WA WA WA 882 ha 8951.. 1120 1. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE*. FIGURE 8: FIGURE 9:rr- �)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, `L7 1J LYNN • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `� 'C`,••'�.ICENy'F'•���i 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES '000" •.P " TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW _*: No.58705 FIGURES: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUGFIII •'; VT' • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GSD.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' �0�'•, SOUTHERN PINE WITH AN SO OF 0.65.ALUMINUM SHALL BE 8083-TS AND BEAMINIMUM OF.125"THICK STEEL 11 '•.F<ORI�A.•-' \�: STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126°THICK 'T ss -"'• ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 9'10& 1'X 4-X 125.1 JJ CONAL EN 1712 ANCHORS INTO WOOD MAYBE STEEL,18A S.S.OR 410 S.S. MULLION A.LFL P. .#5870 P.E. FL P,E.#58705 TABLE 9A MWIIon Capacity T.blo(070.1111) Opening Width(flervardea[I"panning moons)or Opening Height(ferhadwrit6By-epamino nndllone) G 601 6010 701n 601. 9081 1001n 1701 1401. 16014 1.26x325 Real.nguly- hgiftlana Ra11anoul. Tnwd-w Ractolwf.r TrsN7Mnp. Roolmpuhr TrWre-p Ralmgular TWdm0. R-denoulsr Trep!fA'o. Rmtwoder Tnp/mang. Ro4t.W 7.9111bn0 R.Umdxl TWTdanO. Loedl Lmdno Lmdna Lmdno It Aq L-linc Wang LOmBng Lo.dn9 L-00 L..ft L.,,&R L4ad84 LmdhIl Laam.g L.edhp Lmding LmahO Alum'Tuba � Ih .. A•� �@• &� SMullion h � � 01' 1 ' 11 1 h� h I h hd' h I h I Hif � � Z W 421 170.01 620 1 170.0 436 110.0 741 110.0 476 170.0 L!!! 170.0 506 1700 092 170.0 618 170.0 7116 170.0 527 159.9 1118 170.0 621 127,7 1118 1700 6x1 109.5 1716 170.0 021 99.0 1116 1180 627 - W Z 48 h 170.0 708 170.0 624 1700 050 170.0 681 167.6 978 Me 630 1407 978 170a 8141 1=4 078 110.0 871 117.3 978 1700 660 BTA 678 170.0 680 O.5 976 170.0 880 733 679 1700 860 W J K J fn 504291 170A 747' 1760 503 170.0 880 1700 631 160.7 0V INA 684 131.8 927 1885 708 1172 921 159.1 699 105.5 927 156.3'690 879 927 166.3 695 75.4 921 158.3 695 889 927 I. anfi w gg T 641 170.0 797 170.0 612 154.5 600 170.0 891 132.5 889 163.0 881 1168 669 141.8 869 101.0 869 134.0 680 027 699 1299 664 77.3 869 126.6 652 68.2 869 128A 052 579 E69 1288 862 U.I p o •F+'- 601n 1432 145 1616 634 MA 746 132.3 020 1029 748 117.0 605 89.5 748 107.0 509 79.8 746 101.0 602 71.6 748 006 68'7 60.7 118 913 689 1112 748 033 583 440 746 833 683 � m M LU N 63 h 123.7 err 13LO GO 107.1 077 1122 He 80.4 677 100,4 695 77.3 677 91.4 640 68.7 677 06.2 019 61.8 077 81.0 634 51.6 677 77.0 520 44.2 977 76.7 620 307 677 70.7 529 U O U 661 107.0 817 114-1 830 887 617 87A 519 76.9 617 80.3 500 673 017 76.9 600 594 617 726 494 618 a17 88.7 469 44.8 617 &A 403 36.4 617 63.7 462 37.6 617 83.7 � W U = a- -L12- c 721 82.9 518 67.1 450 60.1 810 742 440 501 816 06.2 492 51.5 510 50.6 425 45.1 510 542 419 41.4 519 50.7 414 34.5 516 460 406 22.6 518. 45.0 405 248 618 484 40.9. Z Z J M7614 10.6 185 737 408 683 4811 828 386 60.9 465 94.9 300 441 480. 40.4 384 392 465 463 378 36.2 405 422 374 29A 405 38.3 387' 25.2 465 36.5 381 220 465 382 989 rON ? O 781 602 141 660 367 54.3 441 6.7 379 48.8 "1 808 372 400 441 46A 396 382 441 41.8 260 920 411 367 360 2T2 441 30.9 349 23.3 441 311 346 70.4 M1 327- 315 F Z 00 In dRA 332 418 285 78.4 292 97.0 269 90.3 932 923 959 28.0. 332 28.0 260 23.6 932 28.1 776 212 332 24.1 272 17,7 332 .21.3 788 fa.2 372 19.8 262 13.3 932 ,10.7 280 a 10.1--• O r 68tH 35.0 281 960. 260 20.1 291 30.9 258. 75.0 '201 264 252 219 291 23.5 240 10.4 297 213 244 nA Rol 79A x41 14.8 291- 17.1 238 125 291 15.6 232 Z Z Q N 1081 24.8 230 261 208 204 230 21.1 205 175 x30 103 201 16.4 230 102 198 � U N�Z�O 111 In 22.6 218 23.1 197 709 218 IDA 107 102 215'1 160.I 181 14.1 210. 14.9 188 00.. ^ f/J (4 1201n.0 187 10.x 170 us 187 160. 187 X Y Y LQ� O O 9'0 %0 TABLE 98 AachorCa city Table - ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 .S`- €R'mtr aWetat4: 27x Ommle 3At Cont. Hdm L7JU Filled CAW PT•Hood I Mete) ANCHORCAP.,m,,,„, n (DP.)X( >=ANCHOR CAP.- Ma 1/4'SSElm 5M0'EtaO 114'a9Eko gloete41 #I PRODUCT afzsmd MUWONCAP.,,„,„.,r PRODUCT REVISED ' AnchorC6ppattoma 0.° e' 3l18'pcoUtmcon 1/4'EboUltrmen 3fIra Ult-en V4-Elm i Uftamn A99mCalw Unman AgWeGater Semr.5)acw M) Seraw(c5) USETHIS FORMULA TO OBTAIN THE"ANCHOR as compiying with the Florida E00atwtance 0nl: T 2-I? t• 2.1rc 3116• t• 2-Vr 1' 2.1¢' Y 3-tW- 2' 9.4s• o.6a• 0.924' CAPAGIY REQUIRED'CORRESPONDPIG TO AN Bmiding Co7ly' EmhatOnent 042 1.314' 1-314• 1-314" 1.374' 21 1.114• 1-V4' 1-U4' 1-IN, 1-114' 1-1/4' r 1518' f y6' wnm ACTUAL PRESSURE REQUIREMENT FOR THE NOA-Ho. 17-0630.01 2ArmM.494.78•14J.071 Standen aO0cel tlip lFl0.12 390 lb. 3801b. .4501b. 830 lbs 1644 lbs 27018. 280 b. 5.•4105' 740161- 374154 66400 946 MS 341 leg 442 IDS 56916. OPENING.WHEN IT IS LOWER THAN THE MULLION Ctlplration Da 5/26/2021 4 Anclmr4 CD Lie-MO.C.1 SlendaN(ar OGYeq O7p(Flo.22 490 ba 700 b3 WA WA NA WA 380be WA WA N/A , NIA MA 602 M e851b. 1120 fm CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anda 0S'ma.O.C.I W 20 An91e 711p3/(Mo.3), 780 The 7601W -6801b. 15609. 169(1 610lba 560I. WA 76011a 748154 880 Ie. 1892 on 6829. 8851W 1120 t1. MULLION.IT WILL YIELD A MINIMUM ANCHOR By 3 Andnm a 0.51 M1.O.C.1 hto.16T AW.ft.42 WA WA WA MA WA WA WA WA WA WA- NIA WA NA - N/A 95015. CAPACITY WHICH MAY BE USED TO QUALIFY MIamLD Product control 1 ArwhWl FCip ffia.52 185 b3 195 IM 2251W 445 b. 822 M. .13511» tab. 1770. 370154 f071W 932164 4nu 170155 827105 280lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ana hors 0 0.15 MO O.CJ F-0 (Fla." 24060 350183 WA 1 MA WA 190]3 WA WA WA WA WA 941 lbs ld2lba 500114 ANCHOR CAPACITY TABLE FIGURE I: FIGURE 2: TABLE NOTES: 1.250• _ f-'-1.250°�'•I - 1)SEF SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 14111 1 r11 `�• pNY YIN,4� FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE - ���.`=5 . 3.260° --3.260' !. ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �� ,• �tCENSF•'•. i CUP MUST SHOWN.ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. BE USED `*; No.5&705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 9PECIFlCATIONS,HOLLOW AND - •� �'_ GROUT-FILLED CONCRETE BLACK UNIT(CMU)SHALL CONFORM TO ASTM GHO.WOOD SHALL =b FIGURE 4: FIGURE 6: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE JAL�� 6063-T5 AND BEA MINIMUM OF.100°THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND O.(� ATE .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND AWALL ,100' .100" ��(� '••�20R1PA,.•' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL I.W X 3.25'X.100' 1.26"X 3.25 X.100' , 7 • '• N�`�� - #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FOR MULLION FOR '�1//��NAL R FIELD-MULLED UNITS FACTORY-MLRLED UNITS A.LYNN�JI�LLEtR,P.E. FL P.E.#68705 TABLE 8A a Mullion Ca acibfTablo Iballe y Opening Width(for 41n0ra*spanrdng mWorls)or Opening Height(for hod?n!W3pa111dng mul8orn) 50 in 801n 701n 80 in 9091 100 N 120 N 1401n 1601n W LL Reermpmar Tmp/TOnp, RmUnWilar, 77.prr" Reemn901ar Trwmmre. Recm00aar 7FaWNna Rectar(>yr M"ffdm ReCen0u4r Twrrhna Re-LnF 0arF11a 1-PIT41np. Reohr•.913ar Tr prrt.na Reda,9uhr T�r01m+a 126"X 'Lmari9 Load g L adng lo.ang L.oaan0 LoaaA(9 Loa6n9 Load-9 Laa&10 LoaanO Lwarrg L.adre LaOare laaan0 laaan0 Loa&n0 imdn9 Lmara o m• .286"Alum L' Z' „ .. r r £ E' l s., o 'b• �' &' L' • & Al e 6 f 2r.. F r 8 Tube Man gy �� o $ a 1L lig g� a B s a � 10 CN 0. I al l k^ ^ I h 1 a s a g a a� a 8. a a 0.o a� a 0. e a e fi� 6 fi 6L3 9 [� L3Q � Zia � s s� 21 j I � �� �� � 5a -� g� �� it 'I � �� �& � z ��° LU W 42N 170.0 620 1740 435 170.0 744 170.0 478 17x0 868 170.0 508 170.0 892 170.0 fi18 170.0 1116 1700 521 170,0 1240 17D.0 521 170.0 1488 170:0 621 110.0 1735 170,0 521 151.6 1769 170.0 521 1! N 48 In 170.0 708 170.0 524 170.0 as0 170A 564 174.0 992 170.0 630 170.0 1133 170.0 6e'1 170.0 1275 170.0 677 170.0 1417 170.0 800 154.8 1548 770.0 fi3n 1327 1540. 170.0 BBO 118.1 1548 t7DD 680 ¢. _ U) 50.625 In 170.0 747 174.0 663 170.0 a96 170.0 631 1700 1046 170.0 684 170.0 1105 170.0 723 Me 1345 770.0 747 167.0 1468 170.0 758 139.2 1468 Me 7W 110.3 1468 178.0 766 104.4 1468 170.0 756 W ly o� 84N 770.0 797 170.0 812 170.0 056 t70.D 691 170.0 1116 170.0 764 170.0 1273 170.0 803 1611 1379 170.0 837 141.8 1378 170.0 a56 1213 1376 Ime 881 104.8 1376 179.0 661 81.7 1178 170.0 881 a m co rA 60N 170.0 685 170.0 701 170.0 1063 170.0 797 150.9 1155 170.0 HTB 139.0 1158 117.4 B30 123.8 1156 156.8 019 1112 1155 150.0 812 02.7 lion 144.8 m5 79A 1168 144.8 905 09.5 115a 144.8 8D5 -I : W ED LU 631n 170.0 930 170.0 745 160.1 1061 170.0 130 137.2 1051 150.9 852 12.01 1051 142.0 840. 106.7 1051 1323 337 90,1 1051 125.7 530 50.1 1051 119.5 822 We 1051 119.1 621 60.0 1051 119.1 621 a ^� a Z 66N 167.1 067 170.0 789 139.3 957 151.8 805 119.4 957 Me 780 104.4 957 121.6 777 eta 957 1126 797 no 857 106.8 759 69.8 957 10x0 750 69.7 957 00.9 748 SL2 861_ 569 748 Z Z xq m = g 72 In 12&7 tO4 1352 690. 107.3 604 1152 6a4 91,9 6C4 101.3 671 60:4 a04 CIA We 71.5 604 84.1 650 84.4 804 76,5 60 53,8 804 72.3 813 46.0 504 69.0 629 40.2 B04 69,8 628 w 2 O 0 7Bfu In 105.4 722 114.4 630 012 722 972 610. 782 722 55.3 SW 68.4 722 78.7 8% W.8 722 7C3 We 64.7 "722 65.3 580 [42.'2 722 598 570 39.1 722 W.7 666 34.2 722 Cal 564 f J � Z 5 T8N 1012 SDS 1CS.B 600 84.4' 665 89.8 3ID1 723 695 78.6 an 63.3 685 70.5 566 562 005 04.5 WO 50.6 685 60,1 653 SS6 64.3 643 362 680. 61.4 637 31.8 685 50.7 536 .�7 F- C 90 In 65.9 51B 60.0 457 %.9 615 57.5 44.9 47.1 515 50.1 441 412 515 '44,7 434 388 515 40.6 410.- 33.0 615 97.4 422 515 33.7 413 23.5 ata J0.5 407N ¢961. 81.9 !S7 S14 404 40..1 453 47.1 107 10.1 463 41A 291 33.0 453 36.4 385 302 453 33.0 379 272 455 30.4 374 453 28.6 3W 19.4 453 24.3 350 11.0 453 229 350 a F- QZNOa,, 381 258 39.0 323 31.6 351 323 319 27.2 350. 18,4 313 230 359 25.2 308 212 258 22.7 "304 19.1 35a 20A 300 356 10.0 293 b° 111 In 38.1 730. 350 306 20.3 336 30,1 301 25.1 336 26.1 297 220 330 232 203 194 138 20.9 269 17.6 330. 19.1 289 M w W X Y 42091 27.9 290 ZA3 264 232 290 23.3 260 192 290 208 256 ITA 2B0 182 253 164 290 16.4 249 14491 16.1201 150 188 - 0. r z 0 0 TABLE 88 AnchcrCaps Table tb9 ANCHORCAPACITYADJUSTMENTFORMULA. 0 ,-� go, suntrat. 279CBccrete air Cmc I Hwm amu I F3WCMU PTWWC I aab (DP_)X((ANCHOR CAP.,o,: ANCHORCAP._ 3116•ECD 93 WO tr4•SoEco 010 Sled m26ae1 14n3+ml `MUL!IONCAP.,�,,,,®� PRODUCT REVISED Aru16r 3ypc 3ne•EcO tlllrncm yr Bro ultrscon 9HEEcouRram yr EcoUP2Cm � USE THIS FORMULA TO OBTAIN THE'ANCHOR a0 com n with the Florida AnehorCllp Parime Umacon Aggecaor uvacm AgpleC,dv screw(rte soar 11,57 sne. 111��ii gg EcWC Ume 6.7 r 2-vr r 2-v2• slrr 1• 2-vr 1• 2-VZ 7 3110 r 0.41• 0.5r 0=r CAPACITYREQUIREO'CORRESPONDINGTOAN Building Lode Fin0ea11m1 tali 1a'r 1374' lair r 1-v4• 1-vr 1-ur 1-vr MIA' lair 7 tsa• tsrr vales ACTUAL PRESSURE REQUIR3dENT FOR THE NOA-No, 1T0630.01 2Anctvs0aYMIfto.C.rstm,aa6uo�aalp93aIr MOIDS Bmis I Am lbs mot's is"ms 27025 2mft 3542. 7400 3741bs 66nee9069a 341 Me 44205 002 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date05/26I2021 4Arcno4 G IA W un 01-I SIa1d0(Dr OT-4)MP ft$ 4BOI S 700 2s WA WA NA NA 380 bs NIA WA WA WA t0A ' 6822. B85 m Me Me CAPACITY(FROM THE TABLE)OF THE SELECTED 4AmIm0 TIAs.O.C./DO 2c5AnV-c 1 Fla 3k�NJA 3 7m 25 'See Rm 1520n 180624 54026 690 t6 � WA 76012 740 Dn am ms t89221 652 Me 89590. 11202. MULLION.IT WILL YIELD MINIMUM ANCHOR Dy 4Arclnn�0.45'M!n.O.C.IUCBP,900.126'.022(Flg 4y WA WA WA WA NIA WA NA WA WA WA WA NA WA 143000. CAPACITY WHICH MAY BE USED TO QUALIFY Miami-0a roduct Control 1Arcmrrra9tr186T7s 1mm 2252. 445IM- 87129 11525 140lbe 177 au 370115 lar ms 33200. 47sms Imms 221 be 28025 ADDITIONAL ANCHOR OPTIONS FROM THE 2.004032to1.15hOn0.C7FCR a6Y � WA WA WA NIA 10025 NIA WA NJ IIIA NA %129 44225 66020. ANCHOR CAP ACITI'TABLE NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1 FIGURE 1: FIGURE2: TABLE NOTES: - - 1-1.250•--i t ® • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION - ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - - - . 311111 11111!/! � 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE- ��� ,AQ••••,.,••, FIGURE 3: 10EN ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188• QC�.; F•'•.•(� CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SF37 No.58705 .•� BE USHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. = 1 IN PAIRS. 26S -•Q ;/,,�� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 1 : ` GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL •- FIGURE 4: FIGURE 6: FIGURE 5: BE PRESSURE-TREATED YELLOVJ SOUTHERN PWE W ITH AN SO OF 0.55.ALUMINUM SHALL BE T �0,�.'•, S ATE 6063-T6 AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND 1 s '•;c�ORIDP,.•''•�C�V . �� - .045'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A96.ALL 7.25'X 3.188'X 255'MULLION �� S G ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-1/4'VF MULLION) '�i,1�NAL ,1111 310 8#12 ANCHORS INTO WOOD MAY BE STEEL,1"S,S,OR 410 S.S. A LYNN MILLER,P.E. FL P.E.#58706 1 TABLE 11A a � A _ •Wulllon Cap-tYTatde(Ibarrtl) � Opening WIdih(k:r%l1Icary5pamft muXom)orOpening Height(forhorizcrtelysp6ruing mullions) 60 in 60 in 70 in 20:n I "-"h 1. Ica h 120 in 140 in 16010 _ 126x094 N.m�Hrdar Trap7darry. R-L rGWa Tmprrda.9• Rem..gu6n Tmp?deng. RIt.1plr Taprrdon9. Re Vd. Tmplyda0a 'R4mengWm Tmprrriznu. P-ar9111i2r Tr06.ng- -R.=nph, T,.#Td.g- Rectana T.prTri 9 X. I.-Ing lmulkig Laadwg Loafing LOadfie Lo4En0 l.ffik19 Lwdr,g (4aduig LooQng Loading LO4d619 Londrtg Londhg LOedi.2 L.nd" Ling Lmd6g - c� Alonnro . a 9 p�• _ E . •A fAum $_ as _ § i to g� § v u v v u u ue u 4iy v u u ua ua v Go Arc 1 xa �a <`rc 'A'@ ZA �'B d`x' S�. .2"1 �' 8& 3�� a'`nY- .� d'a 'e'-@. t`c 3.� d`1 is e`.2 � Z 421n 179,01 E20 1 170.0 435 170.0 744 RDA 470 170.0 168 1710 $06 170.0 992 170.0 519 170.0 1116 170.01 521 170,E 1240 170A 521 iM UEe 170.01 521 170.0 1735 1700 $21 1T0,0 1907 170.0521 x J U) 40 in 170.01 700 1170.0 624 17x0 650 170.0 SU 170.0 992 170.0 630 170.0 1133 170J 661 170.0 1275 INA •677 170.01 1417 170.0 1 600 170.0 1700 INA 680 170.0 1983 170.0 I 680 170.0 2267 170:01 NO I S0515 In 170.0 747 1170,9 563 170.0 696 170.11 631 170.0 1C46 170.0 604 170.0 1195 1709 .723 170.0 1345 770.0 747 170.0 1494 1TE,0 TSH 170,0 1793 170.0 766 170.0 2192 170.0 766 170.0 291 179.0 756 ' $ 641n- 170.0 797 1170.0 612 1709.-.9S5 170.0 691 170.0 1116 170.0 754 I"A 1275 170.0 003 170.0 1434 1740 _937 170.0 1694 USA 856 170.0 15131 170-0 861 170.0 ?Y!1 170.0 Bel 110.2 2403 170,0 661 C m CDiR � 601. 170.0 B35 170.0 701 170.0 1063 770.0 797 110-0 1240 17" 070 170.0 1417 170.0 US 1410.0 1594 170.0 895 179.0 1771 110.0 1033 170.0 2125 170.0 1063 148,3 2163 170.0 1063 1276 2763 170.0 1063 F (� M 631n 170.0 930 1709 745 179.0 1116 170.0 060' 170.0 1302 170.0 Bda 170.0 1400 170.0 IDIS 170.0 1673 170.D •1070 170.0 INS 170.0 1122 166.9 2060 iT0.0 1169 134.5 205D 170.0 1171 117.7 2060 170.0 1171 W Z 661. 170.0 971 170.0 789 170,0 1169 170.0 903 170.0 1365 1140 1002 770.0 1551 170.0 10H6 170.0 1753 11401165 170.0 1918 170.0 1110 1/3.0 1968 170.0 1775 7226 19116 170.0 1288 1072 1968 170.0 1286 2 !'n 721. 1 70,0 1063 lice 070 170D 1276 170.0 1009 170.0 1408 170.0 1126 170.0 1700 110.0 1214 166.1 1734 170.0 1776 130.7 1734 1690 1386 116.6 1734 USA 1364 99.1 MAI INA 1362 86.7 IT% ,1602 1352 761. 170.0 1122 In.0 MT 170.0 1346 170.0 1080 1503 INS 170.0 1209 147A 1556 1652 12N 13L1 1556 1515 1266 1179 1656 U1.3 1261 933 1556 128.3 1229 862' 1556 1223 1219 73.7 1656 1212' 1219 _ X7�48 'D Z 3 781n- 170.0 1151 170.0 967 1700 1384 170.0 1116 155-9 1477 169.9 1245 136A 1477 152.0 1224 1212�14n 139.1 Y20fi 109.1 1477 729.5 1191 915 1677 116.9 1119 71'9 U77 1109 1168 682 1471 il✓93 1160 > ;Q 2 r r Z 11- SO r _r SO In 1420 •111D 1463 M 1194 1110 123.9 969 1013 1110 1079 961 818 1770 963 936 T89 1110 87.6 122 ILO Ilia 80.7 910 �2 1110 T1.3 -891 60.7 1110 669. 670 MA, 1110 62-7 070 Z Q N p1 861. 117.0 975 110.3 872 87.5 ,975 1019 866 83,fi 416 Bea 642 712 976 70.5 829 760 Di5 712 817 695' 975 65.9 607_ 40.0 975 97A 7113 41.8 975 522 776 366 916 99.3 7117 - �, Q >( Z Co 1081. 822 771 11.0 696 68,5 -771 70.7 -685 68,7 171 61.3 674 51.4' 771 FA.3 664 45.7 771 480 955 41.1 T71 449 617 30.3 771' 38.9 832 29A 771 35.0 621 25-T 771 92.4 012 - IL N le•� O O 111 in 76.7 790 773 801 63.1 730 650 650 64.1 730 1163 600 47.3 T� 49.9 631 421 730 45.0 622 341,9 730• 41.1 614 315 730 176 6C0 27,0 730 319 689 23.7 AO 29.5 681 - c W m rYi 1201. 59.9 624 61.0 669 49"9 624 512 560 129 624 462 652 575 629 39.2 661 333 62! 353' 1137 30.0 626 322 m1 25.0 624 27.7 619 21A 624 24.6 US 10.7 624 22.5 501 ,® it X Co 1441. 36.7 433 35-1 400 28.9 433 299 395 24.8 433 259 900 21,7 433 124 385 193 433 20.0 301 O O _ r Z d i'O 5-0 TABLE 11B _ ANCHOR CAPACfIYA0.lUBTMFNT FORMUt.A: p IW mD: AnchorCapacity Table pbs) - - - SUa612t0 27k Cbrcrete Uk Conc. Nr00a tldU- - F.Mn4u PT\goad Me161 (DFe,)X/ANCHORCAP =ANCHOR CAP.,,,, �' ' _ 6'10990 -v4•ssBe 6n6'EY. v4sero 610Stetl 411251Gel int Sleet ``MULLION CAP.,,,, / PRODUCT REVISED AncXatype sib'E9co Ullam v4•Erto UrtrecOn &111 k7co U91a:m yr-.U9racen �1e.aa Screw(og)soar(661 9trea(116) USE THIS FORMULA TO OBTAIN THE°ANCHOR o1s comp) In with the Florid. AnehorCOp Pat9ema Urtr�nan AggreGaor u02cm A y B EOgo Defame cin r 2-v2 r- 2412' &Ire' 1• 24rr t• 2.112' T. stre' z' 0.48' 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Building Cod. P4ntx'.7te.t t3r4• 1a�a• 1014• 1.3'e r 1-vr 1-vs 1-ud• 1.74• t-v4• 1-vr 21- f-sa• _ t-sr 1.99 ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 z Aneloo a.7s LDn O.C./sr9mea aoaetellpffla>z 99D Ips s9om aso m9 eDD m9 lsu ms zro lm zeolm sat lDs -740 It- 974119 bs49s W6-Its 3971x9 442 los Sso Om OPENING,WHEN IT IS(OWER THAN THE MULLION Exp)rgtion Date 05/2612021 4 Arcrm®1-75•MBt O.C.I9talOvd(a otmocnp IRg 400 gas 700 Me NSA WA N1A -N!A 380 trs 'N7A WA 1UA WA WA �20s 0861ta 1179 Ba CAPACITY(FROM THE TABLE)OF THE SELECTED ' 4Atcton@ MIM C.C.1(2)2E5AfQk C")09g.31 78D MS 700 ee 6801Da 751311L9 1B96IOs 519109• 667 R6 N7A 750 ms 748 Se Malts 111�IDs 682 gas 8851m 1120@1 -MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4ArcM.®OSd•tdtrL O.C./U•Ctlp,Y10.t0a AM1141F9-4) WA' WA NIA WA NIA NM wA WA WA N/A WA WA WA WA 7267 Pe CAPACITY WHICH MAY BE USED TO QUALIFY Mlam-D PfoduCt COntro 1A7rrcrrF-cep(t;g.sS Mos tOsms 215 9 u5 Do an He 156409 14085 177 las 3701x: m?an Mae Z&OP. ADDITIONAL ANCHOR OPTIONS FROM THE 2Anth=ISI1.ta NJA O.C1 Fla 0 24]09 393819' NIA WA I NA fUA 1DDMS WA WA NIA - WA wA- 511®9 4620a 569Ite ANCHOR CAPACITY•TABLE FIGURE 1: FIGURE2: TABLE NOTES: • • _ • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND S14EET26 FOR INFORMATION 'ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: `�\��p1Y LYNN/.,�. ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3• �'�`,--'ucENSF••.l� �� CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q, BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No,58705 IN PAIRS. ~*• _ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND /^ _ FIGURE FIGURE 5: FIGURE 6: AO GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C .WOOD SHALL •v- 4: = BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE- - �4" �0�.,• ATE �t•��(/` 6063-TSAND BEA MINIMUM OF.100"THICK:STEEL STUDS TO BEA MINIMUM GRADE33 AND - .045•THICK(18 GAUGE.STRUCTURAL STEELTO BE ATLEAST.125-THICKAND A38-ALL - -i 'i�Fs OR1D?`.••'G\=`� • - ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL • 010 8#12 ANCHORS INTO WOOD MAYBE STEEL 18.8 S.S.OR 410 S.S. - 1.25'X 3.94'X.624' A LMQ1N 114 P.E. 1AULUON FL P.E.#58705 TABLE 10A hUlon Capacity Table(Ibelfe) ® ,� Open"Wdth(forvedket5p oali j mltrmns)orOpening Height(farhoriza tegyspanning mdllons) � sob 60 in TO In 1b in 90 In 100 D 1201n 140 6 1601. 0 126%326 RW.agd. T(adrdmg. Recunsw.r Tmpf7mng. Rad-gidu Tap/Tdwg. Ra-tengufm Traprri.q. Fad.rgWn Trpfraenp. Raclan9War Trepirrisng. RadangWn Tapfrd.n9. Rad gA, TmpRrinn9. R4otaMWar Traprri 4 kr x.624 L..&g L9edia9 LWO.&S U abg Loadtnp U.&V Lmdln9 L4san0 LoaSm9 L-11.9 I.-Mg Loldir® La.&9 LOlmng Lwding Loaft Loaling Loading Alum.Tubo Ti �- � s, s E - g E.- $ Is_ >i �� - '>;0ss . + r . , CN oiv ` v u +� Zr•rc W W 421n 170.0 620 170.0 436 170.0 744 1 170.0 418 170.0 NO 170.0 606 770.0 992 170.0 619 110.0 1116 170.0 621 1T03 1210 170.0 521 170.0 1483 170.01 621 170.0 1736 170.0 1 521 1170.0 1983 170.0 RI ' N 48 In 170,0 709 110.0 524 170.0 660 170,0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 1 170.0 6T1 170.0 $417 170.01 660 1 1700 1700 110.0 I E80 169.7 1979 170.0 WD 1 148.5 1979 170.0 WO 50.6'26In 170.0 747 170.0 583 170.0 896 170A 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 t10A 1451 170.0 1 756 1170.0 17M 170.0 756 1526 1877 170.0 756 133.6 1877 170.0 756 m Q' _ Sl fn 170.0 741 170.0 812 170.0 956 170.D 891 170.0 1116 170.0 754 170.0 1276 170.0 003 170.0 1434 170.0 837 170.D 1591 170.0 956 1SGA 1769 170.0 681 134.1 1769 1TOA 881 111.3 1759 170A G1 � LU C) F In 60 in 110.0 605 170.0 701 170.0 1067 170.0 797 170.0 VAO 170.0 970 170.0 1417 110.0 344 161.1 1611 170.0 996 145.0 1511 170.0 10)3 120.8 1511 170.0 1063 103.6 1511 170.0 1063 80.6 1511 170.0 1063 (q m w 631n 170.0 930 170.0 746 170.0 1110 170.0 060 170.0 1302 170.0 010 1686 1370 170.0 1D16 139] 1370 170.0 1076 125.3 1310 164.0 1032 104.0 1310 165.9 1072 69.5 U70 155.3 1070 m.3 1370 155.3 1070 LWT ZQ m 661n 1711 0.0 974 -j7 -7 189 170.0 116g Ina 003 165.6 12.08 770.0 1002 5762 12/B 150.8 1017 121.1 1248 14L1 1000 108.9 1246 179.0 989 90.8 1211 130.1 979 17.8 1248 129.0 076 68.1 1240 121.0 076 Z � a)d m = j721n 767.8 1049 170.0 Ito 139,9 1049 160.2 992 118.9 1049 132.1 076 104.9 1018 178.1 060 97] 1048 109.7 846 B7.B Ia9 102.7 836 69.9 1019 91,3 826 69.9 1049 81,2 820 62A 1049 91.1 020 W ? SU 0 76 in 1427 941 119.1 823 lte.9 411 126.6 605 101.9 971 111] 791 69.1 941 100.0 777 79.3 941 91.7 766 71.4 941 65.6 767 69,6 841 17.0 744 61.0 411 74.0 737 N.6 541 733 730 .d0, 1 Z 79 111n 132.0 094 IVA 703 110.0 694 110.9 767 94.3 BU 1024 753 826 694 94.9 740 73.3 094 947 730 66.0 890 76.7 721 55,0 691 707 70! 179 644 !ZO T01 41.3 am 66.1 so � < � n HOIn 85.9 671 88.1596 71.6 671 71.9 665 61A 671 653 676 63.7 671 58.2 656 47] 671 822 $58 410 91 IBA 651 35,B 671 43.1 639 30.7 671 39.7 531 26.9 671 31.9 616 911. 70.0 690 72.8 527 69.0 690 61A 611 60.6 690 53.4 W9 44.3 680 41.6 602 39.3 590 430 484 35.4 690 2-11 416 29.6 fi90 347 477 253 690 310 469 22.1 590 29.8 494 F Q X Z � 100 In 12t0262 0 60.8 d2/ 4tA 466 42.8 414 755 188 97.1 408 31,1 165 329 402 27.6, 466 29.7 686 24.9 466 27.1 391 20.1 Afi6 23.fi 302 17.0 4118 21.2 776 16.6 466 195 370 Q. Ln N O flQ 7111n 1 467 400 302 441 7SA 397 12.7 d/1 31,1 787 286 441 30.2 382 26.4 411 27] 376 ZL9 /dt 24.8 372 19.1 441 21.b 367 I6A 441 19.7 ]58 1A.] 441 17.8 351 - c W Cd _ 120III n 8 360 311 30.2 778 31.0 379 26.0 310 26.6 734 22.7 370 23.7 329 20.1 376 21.7 325 18.1 378 1!5 311 75.1 316 16.7 311 (L' X Y Y VA IM. 272 702 175 262 1TA 239 15.0 262 15] 230 h� CS N (7) O ��q• d z..tn 6n TABLE106 AncMrCepeWty Table Obs) _ ANCHOR CAPACITY ADJUSTMENT FORMULA: 'p re 420 9u91otec 77K MMM" 3BK Cmc. Nptaw CHU FIAed GAU FT Wood metal (D_:Ix ANCHOR MPT-e) AP.,,,,,,°,,, _ANCHOR CAP.,® C) 6716 Bco vb'SS Eco l7lGelco v4'S9 Elco Y70 Btnsl N129taBl M129Fed \MULLION CAP,,,,.,,,, Ancav 3•1G Bco waxon 774•FhoVlwtan UDacm 3116 BtO LDmta1 iM•SCOtlOWN par Uerucm A reeprc Seiew(GI Screw Serer(Ds) PRODUCT REVISED AnchorClip Pettems AggeD 9B ) M USE THIS FORMULA TO OBTAIN THE"ANCHOR as eomply11y4 with the Florida Edw pdtxlce n r z-vz 1' 2-vz 3475• r Zv2• t' z-va z 3-v5. r 0,46" 0.50 0.024" CAPACITY REQUIRED"CORRESPONDING TO AN Building Mew EmWanell 0 1314• 1.NP 1av4• R 2' 1-v4' 1-714• 1.114` t-114• 1414• 1-114" 2 1.98' 18'8• rales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 77.0630.07 2MctI0n 4,79-Milt O.C. S'•artl74dMOffrel C2lp QRgQ 390 w;- 89066 460;06 161419 270 os 2B0IDs 30419 74019 870 m1 664 Da 645103 64119 4429 56019 OPENING,WHEN IT IS LOWER THAN THE MULLION ExplwUon Dale $/26/2021 4 Arcnus 691.15•Mh O,C I Sbodar0(0'ct;le0 CUP 4R9.2) 4WD97W¢e WA N7A N7A 3008» WA WA INA WA RA 6821! 865�3 1127@7 CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArcMs 0;rmh DA I M W A79DC71pe 10193) 78319 78019 SWInS 7606 DS 540 es 6WDs WA 760 745 D! 690 as 16.07 fi820r! 8556. 1tmad MULLION.R WILL YIELD A MINIMUNI ANCHOR By Arctns®0.54Up.O.C.I ur3p.Imo.700'Alum 0914) NN WA tui NU MIA WA WA WA WA WA WA HfA WA 95D Ds CAPACITY WH ICH MAY BE USED TO QUALIFY Mlamho Pro uct Central 1 AmhDr/FC2p 0196y 106 Oxi 16500 725W !2219 1351» 18409 177 Ds 37019 187 D9 932 De 47306 17009 227 gm 25019 ADDITIONAL ANCHOR OPTIONS FROM THE 2AntnOM I.-M111 O.D2F B. 2W D! 350 DS WA nU WA 100 ms WA WA WA WA WA 941 D! 442 D! tSO Be! ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2t TABLE NOTES: _ _ t25 1.250° 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 7177111 411/// FIGURE 3: 3)MULLION AND MUWONCLIPS SHOWN ARE NOT TOSCALE.FOR EXACT DIMENSIONS,SEE ` '"•••• ANGLE 'SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.28.250° �1, LICEN3F'•, CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 • BE USED IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = p GROUT-FIIIED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL "•fl:Q,j' �= BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ° 4- 624 v .'�= FIGURE 4: FIGURE 5: FIGURE 6: 6063-T5 AND BEA MINIMUM OF,100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND %�.(�••, gTA I. • . 045"THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.12TTHICK AND A36.ALL FLORIDP,.•'�\C�'��� ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3251 • 1.25, X 3.2 FOR FIE d' '�sis��NAi. • 1/10 R 912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULUON FOR UNITS FACTORY-MULLED Ut4fT61 I 141111 A.LYNN MILLER,P,E. • FL REA 56705 TABLE13A Mu1TrooCapacity TabN Opontng Width(krwrtca*Spomm1 muffons)or Opening Height(far MrimrMaliI saparrli g mdfl-) ofof SO In 801. 70 In ED I17 Bain /00117 1Z➢Is 140 In too in Raclmpdra TeOPTT-4 Raclm9dar I ThipMfuilS RccfalgA' TNP'Map, Rcz'znadar TraPtTOm19: R04haW. T1eP7Trasa- R+4Wrlgtar n2P+Tnat9. lila' tt1+p+i0mv. Recim3A,4er I& Reclr9+Ia 7mplTdet�. _ 2x8x.25 uedsg L-Ift Loafing Load32 uxft t0-d-0 Load-o uadno L-&fty lZed.2 Loadu Looft lABdag LOadna Laadng Lw*a u•d.a Lvastttry Minton 43 say sG s` a a ams sea aaa a N � H >i� I I z " 42 In 110.0 820 170.0 435 170.0 711 170.0 476 170.0 ego 0Ro 500 170.0 Bae 170.0 610 170.0 1110 t7o.p 521 170.0 1240 170.0 6x1 00.0 2486 170.0 $21 170.0 1735 t70.D 521 170.0 1983 1700 521 489 1700 709 110.0 $24 170.0 650 170,0 584 170,0 0172 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 1780 580 ima 1700 770;0 860 170.0 1883 i7mo am 170.0 2267 t70.0 680 WWI. SMO 741 IMO 553 170.0 899 1700 631 170.0 1048 1700 664 170.0 1195 SMO 723 170.0 7345 Inc 747 170.0 1494 170.0 756 170.0 5783 170.0 758 110.0'ZU2 1700 756 170.0 7391 170.0 75064 in 1700 797 170.0 612 173,0 858 170.0 621 170.0 1115 170.0 754 170.0 i275 170,0 803 170.0 1434 flop 837 170A 1594 INA Me 17" 1913 1700 661 170.0 2231 170.0 801 170.0 2550 170.0 Bel � a LU LU C7 � Mi. STOA 865 170.0 701 170.0 1063 170.0 797 170.0 1240 00.0 BT8 170.0 1417 170.0 044 170.0 teal 170.0 986 170,0 1771 170,0 7033 1700 2125 1700 1063 Vol 2478 170.0 ion 170.0 2&13 170.0 1063 -} m LU LU 63n 170.0 PM 17014 745 t70A 1116 IMO WO ITU 1302 170.0 840 170.0 1400 170.4 1016 170.0 1673 170.0 INS 170.0 1899 1706 it22 1700 2331 170.0 1169 170.0 2603 170.0 1171 170.0 2976 170.0 1171 $ 66 n 110.0 97.4 170.0 759 110.0 1169 170A 903 170.0 1364 170,0 1002 170.0 1658 170.0 1086 170.0 1763 170.0 1155 170.0 1848 170.0 1210 IND 2338 170.0 1276 170.0 2727 170.0 1288 170.0 3117 170.0 1280 2 z: m y S721n 1700 1003. 17D.0 078 170.0 1275 170.0 INS IM 1488 170.0 1128 170.0 1706 170.0 1228 170.0 1913 270.0 1326 170.0 2125 570,0 1307 1M0 25W 170.0 1488 170.0 2075 170.0 leis IMO 34M 1700 1530 4U U _ 76 In 1780 1122 1700 1737 170.0 iib 170.0 5060 170,0 1570 174o 72m 770.0 1794 IMO 1322 170.0 2019 170.3 1421 170.0 2243 170.0 1500 170,0 2592 170.0 15#9 1700 3140 170.0 OU 170.0 3569 Goo 1703 � J 0. z ° m Q rn +- i- ."8 lain - 1700 1151 170.0 807 170.0 1381 170,0 1118 170.0 1811 170.0 1250 170.0 7912 1700 1388 170.0 2072 170.0 1474 1700 2302 170.0 7584 170.0 2763 170,0 17M iM0 3223 170.0 1777 170.0 3683 170,0 1790 - � r r 90 In 1700 1326 1700 1144 17D.0 1584 170.0 1328 170,0 1859 170.0 1408 170.0 2125 1780 15W Veto 2391 170.0 i7tC3, 574.0 2858 170.0 1818 170.0 WWI 1702 2125 IWO 3413 170.4 2273 1368 3413 170.0 2361 9671 2740 S4t7 1700 1232 1700 770tl 170.0 1434 170.0 1863 170.0 1870 170.0 2287 1700 1784 {7pA 2590- 173.0 1962 170.11 2633 1700 20.95 1800 3199 170,0 2338 137,1 3199 1600 2470 12.0 3199 168.1 2426 �a r e "O UO 100 in 17e.0 1507 1703 1400 170.0 10th 170.0 1847 170.0 2231 170,3 1070 170.0 2530 170.0 2976 164.8 2781 770.0 2271 11.3 7765 161.0 2333 123.6 2701 140.0 2201 105.0 2701 125.8 2234 927 2781 146.0 2790 .,N titin 170.0 law 1740 1451 170.0 1996 170.0 1700 170,6 22B3 S74D 1832 1700 2625 470.0 2149 151.0 2532 1823 2245 136.6 2832 746.4 2218 473.8 2832 128.4 2186 87.8 2832 775.1 2128 BS.4 2832 tp@.3 2080 r�i x Y 120n 170.0 1771 W(U) ISM 173.0 2125 170A 1950 IS44 2252 159.9 1001 135,1 Z752 141.4 1864 izo.t 2232 1212 1930 108.1 7752 110.1 1915 80.1 2152 80.8 187! 17.2 2252 60.9 1835 '67.0 7152 012 1006 - ♦` X to 144117 129.1 1561 IMS 1445 104.3 1584 IMM 1425 844 1504 91.5 1407 782 1564 60.7 1380 005 1684 72.3 1373 628 tR4 657 7750 521 1584 68.0 7330 44.7 1581 492 1303 39.1 1586 4<.4 1283 O Q 04 Z O p TABLE 138 _ - ANCHQRCAPACiTYADJUSTMENTEORMULA: -m m Anchor 0e ci Tab Iia ANCHOR CAP„,,,,,,, sOMtmss 2.7tC4nerem 3.51cCmp. tmOaxCMu F1I4dC14U 1>Twme 'laew (DP„�)X{ -)=ANCHORCAP.w YI6•Elco vi•ss 6100 SfIW E1e0 1144 os Emo AMOSA •12 ste01 Al2 wed _ MULLION CAP.,,r",,,t Arcl1.rypa 3tSY 3cotaMc-n v4•F3wum-co. als Emow ew. tr4^Ebo,8111-017 PRODUCT REVISED Anchor05pPaftms 19790017 Apon:Gaw L91mccn ApweGdr scow(Ge)9a.x(05) Scrar(as) USE THIS FORMULA TO OBTAIN THE'ANCHOR as coin 3�ing with the,Florida Edo oM nw Mk 1• 2-Ur 1• 2•1/r 3.178- r 2-Err 1• 2-IM - r 34ir r 0.48'- 0.65• 0.3N' CAPACITY REQUIRED"CORRESPONDING TO AN OultdIngC0tf0 - amlc+MentMk 14W 1.3!44 7.114' 1310 x 1-1144 1.19• 1.14• 1.114• 1.14• I-114• r tyre• 13,6' aro- ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2AwrwMQ4.75•Min,O.C.1918ndatd 901370 CUp(Fta•162} asou. 390114 450 to 920121 16449s 27058 29099 3541. TO t55 374 IN VA IDS 9166. 341 IM 442 Its MD;b. OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration 991005/2612021 4 Anchms44458•M84 RC.7 StW d(a 06:.0 COP(1:4.3k 780 ma TML. 9009. 118010- 3232111. 54090 5699, 708 bS 148001. 7481. 12Mi lis 1882155 an be Sea R* 11201b. CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Arch-,t®1.714 P.5a.CE/8mndaM(-rotGeO CIO 0•W.4k 1188 ib5 1400 Ybs 1059770 2593 D1. WA WA Bd091 WA 100.11 0» WA WA WA 130.3180 10.9114 224001 MULLION.IT WILL YIELD A MINIMUM ANCHOR g�^ 4Arcnm(03'Nl2 'c"RI245 An9m OrPalQ Sk 7809- 78P W, E00 roe 1360@, -1996 I. SID Ibs Sao IM WA 760Ira 48 lbs 8809. 18.021. 68295 us Its 1120lb, CAPACITY WHICH MAY.BE USED TO QUALIFY Mtam ado duct Ontrol BAm3:'6'•MIn QC,7 r4215 Aneb CtPt l LRa.ek 15W 111. 1560 rot 13M ft 31209.0 SM11. 1002,3 112D98 WA 152a Me 149690 IUDIM 1 3784 It. 13036.0 iT70f. 224004 ADDITIONAL ANCHOR OPTIONS FROM THE 12 Ahchm Q 13•Mia O.G 7(2)235 Angle C42 I fig.7k 1608169 2100 IM 144011, 378016. WA WA 1320 0s WA 1500 Its : WA NIA WA I 200611. 21954 IN 3360 9t ANCHOR CAPACITY TABLE ' 4Archom004.`tpn.OA t LLM,t90.12Y AdW.(Fig. ); WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430170 ' 8Arcbm8 g 0.641 Mm.O.C.)U411P.mm.12Y Alum,ff10•ek WA WA WA WA WA WA AVA WA WA WA WA WA WAWA 2681 90' 0 (..--.2,000•_.~{ 2.0103119 X 4.89'Min.0.C1 F-aping.iOF 39098 390170_ 450 9, no as Iola am 27098 78a 170 954114 TSO 93 314170 -698170 918170 9410s J. we OA 4Pmhas 1,71•M41.O,C.I F•CAP 099.lil 500[be 7009- 509110 1208110 WA WA 4701. I WA 1 533 MM I WAS I NA I WA I68295 d&5I. 112a 0t �• NOTE FOR THE OFFSET OUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: - FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURES: FIGURES:FIGURE 10: FIGURE 11: } 1 SEE SHEET•I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON ' • • e • • • • 4 .• • • ♦ •' � • LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, LYNNll71'' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS iSALLOWABLE. � ,�:� • a s• • COW. :dy 41GENSF 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR D(ACT DIMENSIONS,SEE SHEETS ••. • • • • • • • • 21-23.,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _*•; NO.58705 FIGURE 5: FIGURE 6: FIGURE T SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - (FIGURES CONCRETE BLOCK UNiT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSl1RE-TREATED :0,n'•, ATE tV; EIE -DEDUPM... S-7) •YELLOW SOUTHERNPiNEWITHANSGOF0.55.ALUMINUMSHALLBE0o83-T5 ANDBEAMINIMUM OF.1267 MUSTSE THICK„STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045THICK(I8 GAUGE).STRUCTURAL STEEL TO USED IN 7 /o,THREASE AT DS BEYOND THICKAND A36.E MATERIAL.ALL S#11 ANCHORS ORS INTO INTOO DO MAETAL SHALL Y BE STTEEL,I"B.S.AT LEAST 3 OR 10 S.S. 2•X e•X.25' A tAf4ljN�¢�ltFE P.E M,ULUON FL P.E.#58705