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TABLE14A o Mul6onOa aci 7abla D.eRk ' Opening width(for wrd=9y Spmdrg intigam)erOpeoing Height(!pYlxsdzoCtd".y-vpmri g t t5=) k'e 59m svm 7a In 60 in 80m t0vt1 13}1. t468 S60In a RPat-oumf Tre074xv. AcolPl'goh• TraifTnae6. RPCtaIgl w "frxm 00. RPata mim T."nr>a ReAomwet Tn8YT4Pn0• ROC,an3amr Tra✓tneng. ROafAlNlar Tr,,pTticn7. RGlanplanr 7f4pT4mi8. RoCW(IpPCV 1FPpldcnC !."jR a 1.2E"x2,11" laddlnp l.oavlg Lott1P9 Lu dtrS 146drq taxRq Lc8dIr0 LP2a1n0 Lvadlnp Uaft Lmdlto Larpfry Wofin9 LPadI1y Loamnv laamtg Laaalna tnnCu+v oz s3 x.12S"AlumTall Mull o "�a st. �' a� Y a�& @ •@ �'. e`rc d`a� i d�, ¢ Z �s W 42in 144.2 S;i '6/.0 *6 12A2 S6 149.9 410 TV= 620 1a_9 114 90.1 ',.2'6 1349 4:4 ml 529 13Ct -01 721 CE MI 411 6a1 526 134.1 411 TICS -m3 134.1 411 45.1 5.'5 13M 411 � rxl3 40 b1 9E6 403 10Eg 323 Bay in 94,7 321 69.0 403 83.4 mo 60,4 4M 81A S17 Ell 403 78.1 415 410 403 7&6 314 T;3 403 76.6 314 3q.$ -103 T4.0 314 302 403 7a.6 314 a E0.6T5In eta 262 9L0 307 f99a aS 79.3 296 S&8 2tsT 719 299 51.5 3R, L72 206 4117 3fi2 6A0 2B4 41.2 3C2 6a6 '183 343 062 63,E 283 25q 3Q 83.5 ZB3 2$.T 36a 525 2P3 S41. 87,11 3f6 74.1 267 SS.S 318 SU 251 'SLS 316 07.T 25E 42.4 318 E5 253 37.7 318 50.E 256 33.S 310 436 24f1 2s3 318 40.1 248 242 216 49.1 240 212 315 4%1 248 m F 601, 49.6 253 6L1 21a 4t2 250 45,7 1 214 3S.3 2% 4E7 219 30.0 2£0 372 207 27-5 266 34.0 204 247 =3 3a4 233 20A 269 222 201 i 47.7 $0 3= 201 15.5 268 322 201 C7) rp (LU U Gam 47.7 234 4S.6 230 35.E 2m j2tQlW 30S 234 a4.7 192 2(.7 234 31,6 159 23.7 224 29,4 186 2t4 'L 2Eg 164 117.8 =4 26,e 183 110 274 28.5 18a I*.. 234 2E5 IM `E e6 m- W..2 213 3B.q 193 27.0 213 =5 2t3 29.8 1T0 =2 213 27.0 1:a 20.9 213 25.1 170 10.0 213 29.7 169 188 213 2''.2 167 13.3 213 220 166 11.E 21a ZL6 166 z Z (n 72a 2E@ 175 30.: 166 .9 FS 7D,4 TM T.S 148 17.9 T7S 203 IA SSS 170 16.7 '45 3 TBtt 2y3 161 25,4 140 20.3 18f R.4 i61 19.0 135 15.2 161 1T.0 :33 f Jwn1v- (1E1 iE L17.8 t2A � Q t:1 t" t- TASLE 14B ANCHOR CAPACITYADJUVINIMNTFORMULA: t Q z N -- AnehOrCaPa4I{y TPBk t0to /ANCHOR OAPs,,,,,„„ smtmtE _�-a'rx Cmcrse 3,0l.car. noaow cl4u -- - -- rvl6a Cun7 _ TweoP trod (0P,..)Xl �=ANCHOR CAP.,,r, - MULLIONCAP.r _ 5r16•t1Co Va"SS F7ro 1V16'Eko 77S'SS EtrO 8t0 S;o9 mZStal M2 Steel "OnMt7 h' LU N AnehorC4p Pattms AmhIm viCE50W1fmm 114'VC0 Wr4m 211V Ek3 n139CM V4"E1t0 vinarn ppt/jp{9r LEE (G.7 SCfCiV(Q� N 0l . U9ra:m is tMcam A USE THIS FORMULA TO OBTAIN THE HI`1CHDR Eay_• e{88 t• a:r2^ -r a1.2 a-vs- 1^ &if2' 1• z-1rr 2- sv9• 2' a49^ vsc 0-%r CAPACITY REQUIRED•CORRESPONDING TO AN p m I � e nmwmm;Ura 1a�<• 1 r 1v4• 1•au z� f-fra• 1.u4• 1.v4'. 1-va• 1-va° 1.vr x 1.3+e 1a+a' woes ' ACTUAL PRESSURE REOUPEMENT FORTH15 U c^t Q 'y a NYMrs 3•LUn.O.O.7(777xsatgba!aa hF731k 700101 79aroa t$61ce 15MM- !meals 3a3 the 56Om1 WA TO lb% 70MIS 99a1m 1692 nn bra ms ees lrs 1ao ws OPENING,WHEN IT IS LOWERTHAN THE MULLION c? Q r 2 O p CAP IT(FROM THE TABLE)OF THE SELEOTED d� m0 MULLION.IYA4LLYfELD AMINIMUM ANCHOR ;$ a yr CAPACITY WHICH MAY BE USED TO QUALIFY - ADDITIONAL ANCHOR OPTIONS FROM THE " ANCHOR CAPACITYTABLE. PRODUCT R911SED as complying with the Flor7da 1 IIuBdirm Code NOA-No. 17-06-30.01 Explmt7on Date 0512612021 By I - TABLE NOTES: - Mtamk-a product Comro 1 1)*SEESHEET i FOR INSTRUCTIONS ON USING THETASLES ANO 9HEET2S FORINFCRMATION ON LOADING. r $EF"SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLAT70N BETWEEN MULL LENGTHS AND/OR OPENING WIDTH$IS ALLOWADI E FiGUR'e t: � 3)MULLION AND MULLICN CLIPS SHOWN ARE NOT TO SCALE-FOR EXACT DIMENSIONS.SEESHEETS21--.23, ® C► '�b HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21w3. 21�16" FIGURE'S SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE OLIPMU9T$E USED MPAIRS .125" tttlltrlrr:. £ 4)SUBSTRATES:CONCRETESHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED `,, �y LYAr7 r CONCRETE BLOCK UNIT -- ��ap .......,viG/�� ` YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6083•TS AND BEA MINIMUM OF.12S' T ' �1}LEN,q '•,(� �, 1 THICK STE£LSTUOSTOSEAMINIMUM GRADE 33AND.049'THICK(18GAUGE).STRUCTURAL STEELTOBEAT i.26'X2.11'X.123'MULLiON LEAST.12V THICK ANDA36.ALLMOHORS INTO METAL SHALL EXTEND ATLEAST9 SCREW THREADS BEYOND (IN'EGRALFINMULLION) i�� W0,58105 THE MATERIAL#10&V12 ANCHORS INTO WOOD MAYBE STEEL, ' A. MFail,L`ER,P.E. FL RE#56705