HomeMy WebLinkAboutNotice of Acceptance (2) TABLE IIIA
Mullion Ce so Table ib61ti1
OpeningWldth(forwlvin9
diealys amU30ns)crOpcntngHetghl(orhodzonzefy6patWngMuTan6)
win win "7_
6014 001n 1001n 1120 In Mein 180 in
Reatolgutor Trap'Trtav Raeta,yutot Tnprtdam Raaangator Ttaprlddtg. Raotalg Trop7dalg. Reatatgum, TTaplTdong. Reciaryulm Tr4pUdano ReoleWor IThpMwV Roolar3Uat -- ang Raatatgutar TnplTdarg. q
Tub6"
1.28"X 2,11" Leading Leadag Loadhg Loadug LoMrg LaOdlrg Loading Loading Loodi g Landing Loadin}7 Loading t.oe rg Loading Loafing Loa4hp Loading LoadnO x
lI
x,12eMum �_ a Ia I Ia 1 -1a I _ _ _ _ _
111 11oto
U) d
421n 14421 620 167.0 420 120.2 628 140,0 410 103.0 628 130.0 414 80.1 820 134.8 411 001 1 020 134,1 411 721 S'ffi 134.1 411 E0L! 628 134.1 414 no 620 134.1 411 46.1 629 1 134,1 411
.4814 See 403 1010 333 00.6 443 847 025 68.0 403 00.4 320 60.4 403 1 61.4 317 637 403 70,1 316 48.3 403 78.8 074 40.3 403 70,0 314 34.6 403 708 314 30.2 403 7SS 014
60.M6 In 828 382 Ste 301 86,8 362 70.0 204 58.6 362 711.8 280 61.5 382 07.2 288 45.7 362 64.8 244 41.2 062 838 283 343 = 63.6 2a3 20.4 382 63.6 263 26.7 352 03.6 283 m a Q,
6414 07.4 31e 74,1 207 00.6 Dig 64.2 261 40.6 016 67.7 288 ad 311 53,5 263 37,7 318 See 280 33.8 018 41.1 240 24.3 310 40.1 246 24.2 310 49.1 248 21.2 310 40.1 244 cord
001n 48,0 260 63.1 210 41.2 260 46.7 214 30,3 260 4D.7 210 30.9 260 37.2 207 27.5 200 $4,4 204 24.7 256 334 20 28.8 206 32.2 201 17.7 280 322 201 10.5 258 80,2 201 t0 U
Win 42.7 734 464 200 $5.8 234 3911 115 30.5 234 34.7 182 28.7 234 31.6 167 23,7 234 20A 168 21.4 234 28.0 184 117.0 234 20.0 103 16.3 234 AS 183 13.4 234 20A
66 in 37.2 213 36.4 163 01.0 213 33,7 178 20,6 213 28.8 178 23,2 213 27.0 173 20.8 213 26.1 170 198 DID 23.7 160 18.5 213 22.2 157 13.3 213 220 166 11.8 213 220 168 z � r�
LLI
W?.Sfa =S
30.1 156 23,4 174 26,8 160 20.4 !79 226 140 17.0 170 28.3 147 160 170 18.7 145
26.4 140 20.3 181 21,4 137 17.4 161 10.0 136 11312 !91 17.0 137
21.5 133 1B8 162 19.1 431 iet 162 17.4 124 1 �M•,
BLE 18 ANCHOR CAPACITY ADJUSTMENT FORMULA: X
AnoherCa acityT4bto(ibe ANCHOR GAP.„.,,, x
Bu vara 27 Cancnt0 3Ak Cono. wm-c F711ad CMU PT as MeW (DP„a)Xt }=ANCHOR OAP.,,, 4
MULLION CAP•., a,
fl1161 a1oo 1/4'8/Elan 6/10'BRo 01V 69 61ao /1061/14 5t2810oi 0126100 N C4
A4ahar lypa 37t8'Ekat4vaoan V4'Eiao t4traaan 0116•elaotnuaaan 114'Elao uvnaon USE THIS FORMULA TO OBTAIN THE'ANCHOR
AndlarG,lpPa9ams U9noan Agpro0ai4r 15gaoon Agave'I Bormv(c67 Oa1aw1S6!9areWI001 X
GAPAGiTY REQUIRED'CORRESPONDING TO AN f(? In
Etlgd dalanao pn); 1• 21M 1" 2.112' bil8• 11 Z•12• 11 2112' 3-1110' 0.40' SII" 0.324 h m �i
73miedment np 1�4 1.34^ ACTUAL PRESSURE REQUIREMENT FOR THE
1-14• i 4' 2• 1.114' I 1.114• 1.114• 1-1114• MW 1 1414 r t e 6• 101andel H Q p O
4 Con®3•nein,o.a pl2ke anAa cepa tF13.11; 7 t 7 9 iq 080IDs BB11M 64o1aa e5oi rho ttt Los 2 a3 o e m OPENING.WHEN if IS LOWER THAN THE MULLION '•' Z
CAPACITY(FROM THE TABLE)OF THE SELECTED
MULLION.IT WILL YIELD AMINIMUM ANCHOR
1.8 ,
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 1PRODUCT RBVISBD,288"
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. � Bs complying wish rho Ft6ridv
=% /
2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS ANOJOR OPENING WIDTHS IS ALLOWABLE.FIGURE 17 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 15.20.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20• 2,110•ANGLE CLIP MUST BE USED IN PAIRS. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ` YNN All. �
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED1.
126' 0 �i
CONCRETE BLOCK UNiT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE•TREATED T y.` �LCEN3fi''•• Q �,�
YELLOW SOUTHERN PINE WITH AN SG OF 0.56,ALUMINUM SHALL BE 6063•T6 AND BE A MINIMUM OF•126" ''
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 128'X 2.11'X.128'MULLION = N0.66705
THEM.126'TL.CKAND A31 ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND pNTEGRAL FIN MULLION) /k tt a
SA9
` A,LYNN MILLER,P.E.
FL P,E.#68105
0
C .
HIAMIDADE
IiITAhR_DADE COiJAP!"Y,FLORIDA
0NEW PRODUCT CONTROL SECTION
DEPARTAIENT`OF REGULATORY AND ECONOI%-IIC RESOURCES(RER) 11805 SN 26 Street;Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(780 315-2599
NOTICE OF ACCEPTANCE (NOA) wmy miamidade.aov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,=I+'1.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The'=d&6mentation submitted has been revieived and accepted by Miami Dade County RER-
Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not,be valid after the expiration date stated below. The Miami Dade County Product
Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade,County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION:Series ITGT"Clipped Extruded Aluminum Tube Mullion-L.M I.
APPROVAL.DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions",
sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and
dated 10/I5/13.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 othet%vise 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 No. 11-0922.01 and consists of this page 1 and evidence pages E-1 and 11-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
NOA No.13-0815.05
MIAMNDADE COUNTY � 1 Expiration Date: May 26,2016
...� .
Approval Date: October 31,2013
10.zt t3 Page 1
TABLE 89.
MutilonCapacity Table gbaM 011ilt
OpinInglMdth(for vg 43 6[nl4glnlbgon4)orOponla13H0tOh6(sortaA20i6a •e amingmNilons)
alto gain TO in 8014 $*in loom 18014 140 In i80m
26"% Rwtm0N0t 4 ng. Raoton@iIN 174 warp, Raetongul TrapR one, tang TroplMsne, Roatongub TrepRdon9. flodonoor Traptl0eng. Roobraww TraplT enµ e01
Ren9Nor Tro ong. It"w"0401 InIPIM149•
'1. 4
1.2414c Losing Losing Loses Loses Laving Lasing Loving Losing Losing Lame Loadfn9 Loft toa54g Loving Loses Loses Lear; Loop3 18811
286 AWm
Tube Mugall
4214 17&0 820 170.0 436 1110,11 744 Me 476 1704 560 110.0 gee 170.0002 1704 619 170A 1118 170.0 521 170.0 1240 170.0 521 170.0 7488 170.0 821 176A 1735 170.0 621 16tA Was i10.0 621 =
4814 170.0 706 110.0 Bili 170,0 850 t7&0 884 tiOA 892 iTa,0 830 1104 1133 4T0A 861 1704 1876 17a.0 677 170.4 1417 1704 080 404.0 1616 170.0 000 132.7 1049 ITDA B00 1141 INS1170.01 85tl (�
6aA25111 1700 747 1170,0 603 170.0 age 170.0 631 170.0 1048 1170,0 604 170.0 119q 170,0 723 i704 tug 1170.0 747 10,01 Mae 176.0 156 139.2 1460 PCs 70 119,3 1486 170,0 750 104,4 1408 00.0 750 Q' LL
am 47&0 707 1 170,0 012 110.0 966 710.0 091 170,0 1110 178,0 764 170.0 1270 170,0 603 161.1 1318 1704 837 148.0 1378 170.0 058 422,3 1316 170.0 Wt 164.0 1378 00A 681 91.7 1376 1700 act
gain 110.0 465 170.0 701 170,0 1903 174.0 797 1664 it$$ 17&0 878 139.0 1158 IVA 930 iHJA H05 1864 919 111.2 11511 140.0 912 02.7 1166 144.8 005 MA ties 44.81 005 89.6 tire 144.6 906
wm 110.9 030 170.0 745 160.1 lost 170,0 060 137.2 1061 150.9 862 120.t 1061 142.0 046 1%.7 1051 132.3 837 96.1 1081 125.7 070 at 1051 11&6 672 OU 1051 119,1 821 BOA 1051 119.1 821 N
win 187.1 901 170.0 lag l39.s 887 tate 005 119.4 gal 134.0 700 104.4 057 121.0 177 9X6 057 112.0 7Br a" 057 me.O 160 09.6 051 IOU 740 684 951 9&e 740 6X2 061 Site, 748 $$�$
72 In 12&7 004 4033 698 IOtA 804 416.2 084 OLO 804 101.3 671 80A 844 FIA age 71.0 804 04.1 age 04.4 904 76.8 ON 03.8 804 78.3 633 4&0 604 69.9 age 443 004 Us 026 'Ql
70m 109.4 722 114.4 on 913 722 91.2 640 7&2 772 66A 008 08.4 712 78.7 899 OU 722 7&3 680 64.7 722 01,15 580 45.0 722 69.5 570 09.4 722 50.7 665 34.2 722 603 684 8 tttLLL
78m 101.2 Oce IM 000 84A 608 09.8 IN 72.3 696 794 571 83A US 70.6 666 6&2 480 04.6 580 60.0 66S 04.1 003 42,2 880 04.3 643 34.2 as$ SIA 831 314 855 60.1 638
Som a s gib $&a at 84A 646 WA 440 47.1 516. 50.1 441 41.2 516 44.7 434 304 015 40.6 428 33.0 615 37.4 422 27,6 615 33.1 419 23.6 ata 34.6 407 294 615 29.1 404 � k' Q
90m 64.3 483 00,0 404 46.0 403 47.1 307 a&6 453 41.0 30f 33.9 453 36.4 396 342 463 030 370 21.2 4% 30.4 314 22e 483 204 366 19.4 403 24,3 Sao 174 463 22,9 356 1+ op 00033
10Dm O5A 306 30.0 323 314 380 32.0 318 2L2 D6B 88.4 313 23A 560 203 306 21.2 355 2&7 304 10.1 306 20.6 no Ica 300 wo 203 cn
title 38.1 338 304 305 29.3 330 3&1 301 2&) 330 2Li 297 224 = 232 203 1s" 33e 20,9 258 174 338 Mt 215
1201h V.6 894 206 204 234 200 234 200 its 290 208 266 17A 210 1&2 263 WA 890 1184 249 �7{
144 In t0.t 201 18.3 140 d 0
TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULAE
AnohorCa as Tabtc0lu ANCHOR CAP.
9 ler. 0 415Kvow. pmea u metal (OP.)XF< 1�=}-ANCHOR CAP.
MULLION CAP.,,,,,,..
Mohs typo 2110"Elco Ullmom 114'Elvo Untraaon 6110'Eko 3r1B"Eloo tgiraaon 1/9."Elco UatOaan u4"Bg Ebo&10'Eba U4'0911JO 0100100 01261W 0126tai USE THIS FORMULA TO OBTAIN THE'ANCHOR
A14oiltlr06pPOtterlm, t4n0oan A9 oostor UHrocon AggnOstw cataw(061 Stmv(83)ScW(o61 CAPACITYREQUIRED'CORRESPONDINDTOAN
Edso 05ttmo r tam 2.42• 3+11 r 2.1 ' 1" 24W 3.lfr T &40' 654• &324" ACTUAL CAPACITY
QUIRE REQUIREMENT FOR THE
Embadme Lara• 1 r law^ a' 1-164110 taro 1.4' 1•va= .w° 1.44 2' aI taro" ounce OPENING,WHEN IT IS LOWERTHINiTHEMULLION
2 Q Me o. f S k eo s 2 dr 364 Da t ia6 150 680 CAPACITY(PROM THE TABLE)OF THE SELECTED
A @t18'MNL0.0. Bund►ra42tFiFp.2k 480109 toobi w9. Wa a A 3eo169 w9. w9. A w9. WA es2rai 1r2a MULLION.ttWiU.YlELDAMWlWIUMANCHOR
Q A4ohav tH 3"Man.O.C.t(2)M aO+a Sf4T•3k 780!64 e0lbe 86O1be 1561 mr lagalts 64126 ww WA 790@3 onIts ORbe 2a64m3 =rm !69 112111,5 CAPACITY WHICH MAY BE USED TO QUALIFY
4 has Q&46" 0.M 131GI1A into irg' ORI.(Fig A WA WA NIA WA A WA A WA WA Wa WA w9. A WA '-E- ADDITIONAL ANCHOR OPTIONS FROM THE
f lF438piFiµ4 18SIb5 loans ahs 4961M 169 136165 14009 177 Its 376166 tui 832Ib 575 103011 21011,5 Ibo ANCHOR CAPACITY TABLE. PRODUCTRSVISBD
2ArsMmC.1r In.4143 4F1µek 2401ba IN WA WA WA WA iOO Ro WA w9. WA W 326019 4200,5 !1,6 al oonllyina tVtnl the Redd*
NOTE:FOR THE OFFSET CLiP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP, RnOding Coda.►
'CURE : _ FtGUR 2' F--.266"") a Co a O5
» • • • • i - TABLE NDTEs: By ,.
1)SEE SHEET 1 FOR INSTRUCTIONS ON USiNG THE TABLES AND SHEET 22 FOR INFORMATION M >? Det Film
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. +4111 I i!11 r
)LINEAR INTERPOLATION BETWEEN Mutt tENGTH8 ANDlOR OPENING WIDTHS IS ALLOWABLE
!� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EMT DIMENSIONS,SEE 3188 `:�. WOEN8S'• Q rrr'
• • •
ANGLE
IP ED SHEETS 18-20.HOWN ON SHEETS HOLES TO BE 447-20.FIGURELLED IN THE FIELD FOLLOWING S ES SHOW SUGGE TED,APPROXIMATE ROLELOECATIONS,NS =*I No.68706
BE USED
IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURE 6: FIGURE 0: GROUT-FILLED CONCRETE SLOCKUNIT(CMU)$HALL CONFORM TO ASTM C00.WOOD SMALL . T4 O
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF DA6,ALUMINUM SHALL BE
• 43069.76 AND BE A MINIMUM OF.126'THICK,STEEL STUDS TO BEA MiNIMUM GRADE 33 AND r LOP10P
I • . • 046"THICK(19GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL 1.28'�,11A VFMULI.IONjLION rrrlr,S[S�/ONN-1�Ga��``
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIA.. A.LYNi�rtS1iLL�r4,1P E.
FL P.E.#68706
s
TABLE 9A
Mullion Capacity Tabt9 boW)
Opening Width(for v@rOraity- arinfrairritiorts)arOpontngHaight ortm*4 natty-spar7ingmWons q1^r
50 in 6610 701n 60114 OOtn 10013 1201n 140th 180114
Rs0lanow Tm da>g. NOtorwir . N5I"guo r TMAlkno. Nat5n0 r 0149. Raotanwar TroprTtfonB. Roeta ar T(OPMWB NOnn8di7 prill n@. R•a•nptder Tropt01an6. R0•tSnguW hiplioin8.
2x4x.26 1555148. L05dng Ladino Loading 1105560 11055!0 Loading Loading LOTO L0adn0 Lading Loading Luft !1455140 hada@ Loodnp Loadino L0ad09 iB
Aium.Tube �_ 21-11 O
Mullion g 111 � � g I h Ig I 1 -11, 1
11h
I I fill I I I I I 1 11 11 11 11 11 JU I 1 11 11 fl if 11 11 11
42m 170,0 870 170.0 435 110.01 744 170A 476 t70A M 170.01 506 170,0 191 110.0 alp 170-0 Ilia 17CA Silt 170.0 1240 i7QA 521 170.0 1460 17Q.0 621 170.0 038 trOA 021 170.0 1003 1704 621
48114 1780 700 t7Q.0 624 tTOA SO 170.0 587 170.0 102 110.0 630 170,0 1133 170.0 681 1700 1276 110.0 677 1104 14117 110.0 gag 170.0 1100 170.0 ago 170.0 1605 1110,0 600 170.0 2207 170,0 500
..6042611 fl0.0 741 t70.0 053 170.0 696 1740 031 170.0 1046 It" 684 170.0 1105 1704 721 Ir0.0 1315 170.0 747 170,0 1494 110.0 750 170.0 1703 110.0 768 110.0 2002 170.0 788 174.0 2301 170.0 700 � a
64 It. 110.0 Tai 770.0 612 17010 056 1110.0 961 110.0 1110 110.0 104 174.0 1276 11MO 003 !TOA 1434 110.0 837 1T&O 1894 170.0 $Be 170.0 1gW 170,0 581 170,0 2231 170A eel 170.0 2800 i70.0 e8/ fll C�
Spin 170-0 80 170.0 101 170,0 1003 170.0 707 170.0 1240 170.0 876 170,0 1417 170.0 944 ITOA fW4 TWO 900 170.0 1711 170.0 !033 110.0 2125 170.0 1063 1170.0 2470 170,0 1083 150.6 2660 170A 1083 W
63 In, IT40 830 170.0 745 170.0 1118 170.0 000 170.0 1102 170,0 940 170.0 1406 110.0 tole 170,0 1013 170,0 1078 170A 1460 170.0 1122 170.0 2331 170.0tIO 168.7 2053 110.0 Wt 146.0 2500 170.0 1171 p
6610 770.0 814 170.0 189 170.0 1189 170.0 803 110.0 1384 170,0 7602 170.0 k1g6 17'0.0 1060 170,0 N6f it&0 1166 170.0 1648 170,0 1210 170.0 2739 1TOA 1216 1614 2431 170.0 1288 1329 2437 170.0 1250 N
721* 170,0 1083 170A 078 r17104
1776 170.0 1040 110.0 1400 17MO 1126 170.0 1700 170.0 1228 t70A 1613 170.0 1316 170.0 2124 USA IW 148.0 2184 170.0 1468 124.6 2104 iT9-0t529 100.2 2184 570.0 1630
70 In 170.0 1122 47¢4 037 1318 170' IOW 170.0 1670 1700 1209 MA 1704 170.0 1322 186,1 1600 170.0 1421 146.0 19801704 1506 123.0 1660 181.0 ISO 108.1 1080 154.0 1630 021 1080 157.1 1831
7814 I= 1161 170.0 OU 1301 170.0 lilt 170.0 1011 t70.9 1260 170.0 1042 00.0 1360 162.7 IWf 170.0 1474 MIA 1501 103,1 1500 114.6 1501 141.3 1473 98.4 1881 1139,0 1469 6&0 1661 jure M34 � r
90 in 170.0 1328 11700 1144 1318 166.0 f210 177.4 1398 13&0 1106 11118 1395 t21.3 1110 80.4 lige 110.2 I 00.889.0 1122 03.0 1390501rt 141.0 1229 161.61096 5221 127.0 1010 109,3 1220 111,2 106! 9& 220 08.8 1044 8118 1171 614 102D iAT 1220 824 fOfd IIS.{ 1719 722 9s3 62.7 1228 eat 117 4&1 1720 2.1to& Olt t0&8 077ANO
@rt 6&4 881 144 071 77.2 IIS@ 01.7 011 664 037 67.6 971 BIA 826 6110 071 66,0 616 43,1 971 19.0 118 374 074 44.0 752 324 OTt 404 771 SW p
III In 96.4 Ott 07,3 032 70,6 9f@ 81,9 IIt8 68.1 e19 70.0 806 119 024 704 834 910 58.7 764 47.7 910 514 774 39.7 910 13.6 IW 31,1 Ste 40.2 742 20.6 B10 ST.1 732 x
12001 7&8 760 7&8 719 620 760 84.6 705 63.8 760 N, Ogg 47.7 748 (9A 858 4118 165 44.4 VT 37.7 788 40.6 066 SIA 160 34.8 653 27,0 780 31.0 041 23.0 786 211.0 531 d'
144 hi 43,7 040 44.7 004 384 Me 37.0 406 312 �HO 31.8 401 714 610 75.2 406 74,3 6411 76.3 i7B 21,8 Bie 228 474 Wit 810 fpA 461 16.0 600 17.2 460 13,1 tlb 16.8 440 � N � O 0
ABLE 88
ANCHOR CAPACITY ADJUSTMENT FORMULA: �
euro6au. alto Anc3hekG�aOpealiyTebta(ib•) � Pr o Mad ANCHORGAP.,,,,-
(bP,„)X1 =ANGHORCAP„,
MULLION CAP.-.
8110.0100 i/4'89040 StIrEiaa 1!4'838100 •100taaf •12atod •120155
-'7viatror .-3!!6'eloaUlao«7--.#/4•_Etoo..7ura00 Sttb'01 141-an f/4.8100111-On USE CAPACITY
QUIRSI OOBTAINT NDIN TO
AndlotCllpPa4erro -1111+x5!- x45!0! llhtatgi AggOQitor earaW(Op)Qorow(85)eor4w(o81 CAPAGITYREQUIRED'CORRE6PONDINGTOAN
1501 aim•66149 ..i'. 2•re 1• 2.11 3 t r 2-1tr 24 r S lrr r OA _0;W -0.324' ACTUAL PRESSURE REQUIREMENT FOR THE
embodmw on -tat -1014'__air�1. ._ r TaJ4, ltd' - •••- t-i ' !4� 1.114"_ . r taro' Ste' b00 1450 OPENING,WHEN IT IS LOWER THAN THE MULLION
2 An0he7•rb a6• n.o.a MOM SF a or 21 Sag t r6/ i 165 270 ft 7441b$-- f i 2e • 420 tb• CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anehon®2A0'Mie.O&.F Stendad COp(Fig.It 149166 Naas 6301b5 f466rbe Ila me WA a66ft WA Oulu WA (180110. WA 502165 e4o lin 1i2otb MULLION.IT WILL YIELD A MINIMUM ANCHOR
aAnchal5® .7i'min.O,Q4BnOdiMCltpSRO,41; 66aIt* 648 7 lido 1948105 A 746165 A 119 fl* WA 974 lb* 250The 166 ft CAPACITYWHICHMAYBEUSED70QUALIFY
4Arro 5.0)11 13. A.t 255 Anda P•(Fip,e. 764ft 7 b en iOWibi 18/6160 0 660014 WA •► 938ft ONPA 8621 t05 126ftat ADDITIONAL ANCHOR OPTIONS FROM THE
a ohan663•Min.0,0.t(7i USAndocoos me. St"aw flow Iffft ft 0 bi ft A f 461b• 4 b5 1970 3918Ibi era 1165 1280 1166 ANCHOR CAPACITYTA8LE.
3 001131"Mtn.O.O. iR astta'pAtt 1,7_14' A A A WA WA A WA A WA A A WA 41 'RODUCT1LLiVIs
eAlwOaa 0A}'M O.O,t 7p,iao 118'AT=fig. WA A WA A WA A WA PJA A A WA A t4lA Zt 765 wnlpiytn tvNH the F14Ti{i8
2 Anch5s 00288'
1.0.0./F-Clip(fig,14• Sit ft 570 16165 7 168 712460 WA 260 ft A 345 WA {Soft WA MUNI 428105 600 05 ui
3 roti LTS'MM.0.0, Fdalp F7g.14 Mine 584165 M 7Wn• 948165 2746• 280113 SOp lba 66165 4 M 1162ft O24fM 47016• 560014 pp)) EViip
FIGURE is FIGURE 2: FIGURE 3: FIGURE 4: CIRCLED VALUES ARE USED NINE EXAMPLE ON SHEET 21,
• • • • • • • TABLE NOTES: 2000• It( P 004 is
ttttllttll/,
• • 1)WE$HEFT 1 FOR INSTRUCTIONS ON USiNG THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR �� ON lj
GENERAL INSTALLATION METHODS. ,�`� .' tyENs '•��ij3 �r��
FIGURE B: FIGURES: 2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 18 ALLOWABLE, : �+
• • • • 26(' _ 4A)W Na.68705
• • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20.HOLES TO BE DRILLED iN * J}
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE
LOCATIONS d''. STA EO <T1C
FIGURE?: FIGURE& FIGURES: FIGURE 10: ANGLE CLIP I)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT .'Ot( .
•�• •• • • (FIGURES 688) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WiTH AN SG OF 0.68, /'tSti+�+........
•• MUST BE USED ALUMINUM SHALL BE6003•T6ANOBEAMINIMUM OFAWTHICK.STEEL STUDS TOBEAMINIMUM GRACE 33ANO.04WTHICK(18 2'X4"X.2VMULLION ,i,l,�(}Ni�Lttt`t
�jIN PAIRS. GAUGE),STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A LYNII ER,F.E.
• •• • • THREADS BEYOND THE MATERIAL FL P.E.#68705
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TABLE 10A w
MU31Ian Cap4oft
y Table ibotila)
0 oningWldih(forlertica*4 ordn mUSoMar0pontngH 'y
SOIn MH 70111 00 in Win too In i2ain 14001 iWln
RaMangwier I Sap•iltana R4cungNu TrapTdp416 Roalmoulor ang. Raelaogift I TroplDUng. Itsdro91lar 7rpNTdan9, RopWolar TrapMarvit. IlaotonOWor tlap'm9alf. ISaatanidar Treprfda4g RaclafloWer Tra"ang, is r
2%6x.26 tAadn6 "no LoBdag Leadne Lowing I Loading Loadng Loadln9 Loading LOadn9 Lwdng LoadStp taadmg Loaning Loading Loaning 1,0401n9 taadt151 p� 105
Alum,Tube
Mullion
f .111111111 111 111 111 111 if 111111111111 if 11 V -1
4efn 170,0 1 020 1 I70A 435 170.0 744 1110,0 478 170.0 008 170A He 170,0 992 170.0 810 170.0 )110 170.0 521 170.0 1240 170.0 621 170,0 1468 170A 821 170.0 1735 170.0 621 170.0 9003 Inc Ism
48 In 170,0 708 174.0 $24 170.0 850 1704 581' 1740 902 1704 830 170,0 1133 170.0 081 1704 1276 170.0 671 170.0 1417 170.0 880 57OA 1700 110.0 050 170.0 $983 170.0 NO 170.0 2241 i7ae 660
60,025 In 170.0 747 110.0 683 tT0.0 898 170,0 631 170.0 1040 170.0 884 t70.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1424 170.0 768 170.0 1797 170.0 708 170.0 2082 170.0 Ida 00.0 2195 170.0 758 •.� a LLLI �L
5414 170.0 707 170.0 612 110.0 055 1704 Get 170.0 1116 170.0 764 170A 1275 170.0 603 570.0 1434 170.0 837 170.0 1694 170.0 850 170,0 1913 170.0 0@i 170.0 2231 170.0 841 178.0 2550 570.0 cat
d.
00 in 170,0 563 179.8 701 170.0 IOU 170,0 107 110,0 1250 1704 010 170.0 1417 170.0 044 170.0 IOU 110,0 006 170.0 1771 570.0 1033 170.0 2125 i70.0 1083 t70A 2479 110A 1003 170.0 2033 1704 1083 tJ
031n 170.0 ON 170.0 745 570,0 iiia 170.0 650 170.0 1302 170.0 040 170.0 5405 (70.0 INS 170.0 1070 1704 1078 170.0 1058 170.0 1122 170.0 2231 170.0 1169 170,0 28M 176.0 1171 170.0 2078 170.0 St7i
8614 170,0 074 170.0 709 170.0 1160 170.0 903 170.0 1384 170,0 1002 170.0 1655 110.0 5060 170.0 1753 170.0 Sibs 170.0 1846 170.0 1210 170.0 2334 170.0 1275 17D.0 2121 170.0 5288 170.0 3151 170,0 1285
72 i4 170.0 f0a3 f1d.0 Gini IMO 1275 170.0 1009 170.0 1468 1704 1124 170.0 1700 t70.0 1274 170.0 1613 170.0 i315 1704 2125 170,0 1397 S70e 2650 170.0 Use 170.0 2915 170.0 1529 170.0 340D 170.0 1630
701n 170,0 1122 110.0 037 tT0.0 1340 1740 SON 570.0 1570 1760 1209 170.0 1784 170.4 1322 fira0 2019 170.0 ties 170.0 2243 170.0 5604 178.0 2892 570.0 1520 i70.6 3t40 170.0 1094 170.0 3589 170.0 t7O6 � a
LL
7814 170.0 118! 170.0 901 170.0 5361 170.0 1110 Vele loll 170.0 1250 170.0 1042 170,0 1389 170,0 2072 170,0 1474 110,0 2302 170,0 tW4 170A 2767 170.0 1700 170A 3223 110.0 1771 170.0 3003 like 1700 J r
90 In 170.0 1328 170.0 1144 110.0 1894 170.0 1226 1760 1859 170.0 1408 1704 2125 170.0 16% 170.0 2191 170,0 t793 170.0 2859 170.0 lei$ 170.0 3188 1704 2524 158-0 343 t70.0 2273 1366 3413 170.0 2301 a r
90 In 170.0 1411 170.0 1232 570.0 1700 570.0 1434 470.0 1653 170.0 1627 170,0 2261 iMi 1794 IT%0 2550 170.0 1052 170.0 2633 170.0 2099 100.9 3190 170.0 2330 131.1 3196 564-0 2470 120.0 3109 150.1 2428
SOaln 170.0 5594 170.0 1409 170,0 i91S 170,0 1817 170.0 2231 like 1970 170.0 2650 1760 2070 1042 2781 1760 2271 140.3 2781 101.9 2333 123.8 2781 140.4 2281 105.9 2761 1204 2274 1117 2781 1160 2tOD LLI�r13I+ fC7�)
fit In 470.0 1838 170.0 1454 510.0 SON 170.0 1700 170.0 2293 170.0 1032 170.0 2021 1760 2140 151.0 20;12 1624 2245 536,5 2832 HSA 2258 113.0 2832 128,4 21&1 914 2832 1161 2120 05.4 2532 100.3 2080 T X
12010 170.0 Off 0110 16M 170.0 2120 170.0 1839 564.4 2762 5560 1095 1361 2282 14.4 IOU 120.1 2362 127,2 1030 INA 2282 tIO.t 1015 00.1 2262 09.0 1572 772 7152 06.9 1538 87.4 2262 1114 1806 � T {�
1441n 126.1 1664 1204 1445 INS 1554 106.1 t425 804 t684 61.6 1407 162 1644 067 i300 49,6 1684 72.3 1373 81.6 1684 567 1359 52.1 1664 55.0 5530 443 1854 49.2 1305 30.1 ISM 44A 1210 � 4`) 2 Q
TA E ANCHOR CAPACITY ADJUSTMENT FORMULA: t
AnoharCa •al T4bI01ba ANCHORCAP••o,,•
sot « VICc4r4rota a"cona. FIIw cMu i T and tidal (DP,a,)X 1t }=ANCHOR CAP.,,,
Ni9'EI40 174"60 fiko 1910'nlo0 114"66 fika ala Btaal a/t 8tatl 45281401
MULLION CAP. _
414101 Tip: 07t0'EIco UNnoon 114'Eioo UDr000n 37th•Eioa U4naan 1lC EkatBtACDrr USE THIS FORMULA t0OBTAIN THE'ANCHOR
AtctlofC6pPett@fns Ulu+4011 ApgroOota U1%Iw Ag6roo4tar _74WS676o0.64- )8011325067 �ACITYREQUIREWCORRESPONDiNGTOAN
Ed7elxannaamp r Zan' r IIV4" silo l/ aim 1^ 11 rr s1Rr r 6.46 6 ao2 ACTUAL PRESSURE REQUIREMENT FOR THE
EmbndmeMS . t 10 1 144" 14lt 1.114" 1•f M^ 1.14^ 1.114" 1.14^ •l r tare' Saar' 4445 e41 OPENING,WHEN ITiSLOWERTHANTHEMULLION
41111 18 4.76'141111.oc, . F s« ago 600 1; 1 1a 70140 2 b0 W 1 SDs CAPACITY(FROM THE TABLE)OF THE SELECTED
8AM 744.69'MUL0.0l84NMaWalp4F1g.31: 180 leo 1lb treat 30a1W 5WA News 7WA OUft W A tat 852101 -88TO 11201ts MULLION.ITWILLYIELDAMINIMUMANCHOR
9Anenom @1148^M91.O.CLlstan4aM IFlg.4p 1160 1400 bo 141 1bo 2598 tW n site 1945ars WA WA A TW-ft lee u. ata CAPACITY WHICH MAY BE USED TO QUALIFY
Ana 07 6 0.0•152 ata Ane.a (FIX OX 7 1a 7W 1b0 6691b4 15801W 5 a 640 fop NO lbs A 7601b4 ow nb 690164 3144 fm 0321M a01t4 112o ll ADDITIONAL ANCHOR OPTIONS FROM THE
8AAan(w4g7MWCLG;152J215 AA9'A c174 tFfg.6p 15W Ito two 103 1360IN 31201b4 3702143 1050100 1120144 WA 1520Ro t5721a4 17L0� 4728 tee 1304M 1NDIts 2240140 ANCHOR CAPACITY TABLE. 91701 WDFIallda
12 Mo4on!' I.8•MM.0.0.1 1.1.Ane'•Cltp lFB.77 1WO lb 2100404 140top 3760lbs WA WA 14201 WA 15N rt* WA WA 1@5BIW -Ibn 3380la4 w11tplying
4NtofanW i.301,111L 0.0.1 .CRP,Int11a'Num.(Fraep WA WA W WA A WA WA WA WA WA WA WA WA WA 14721x4 URdlag Cada�7�ry
0Ano1wA 0 Mer MOL OA S U-CUP, 'UW AIUMI%Bt WA WA WA WA WA WA WA WA 1174 A WA W WA WA 2884 }^•._2A00`-�) Acceplanw N6 .3 iJ
aAnalgb4e4.80 MUtO.C1Fa hi,107 390 Me W01ta 500m mms 1672141 27014 260tH 384tW 740140 440164 d52im 1182114 3281M 4201W 5110
n ata
4 1411401.71•MtA O.G 1F.cOp(FIX 117 59004 700Th W5fbt 1290 ibo WA NIA 470140 WA Wilds A WA WA 8521M Boa IDS 1520140 .260' `
Mlanf D by ctCbMro
TABLE NOTES:
FIGURE It F.fGURE 2: FIGURE 3, FIGURE 4: FIGURES: FIGURE&,FIGURE 10: FIGURE it: X711 t i i i I fill,
• •---• • _• • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON
LOADING.SEE SHE 2.4 FOR GENERAL INSTALLATION METHODS. �' �p,.• '••. �!(��'i
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDiOR OPEt�tNG tN5DTH8'tSCEN
7SLOWABLE '
• • . o 4 • 8.000' 1100 j N0,58705
9)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS `
• • • • • • •• • • 10.20.HOLES TO BE DRILLED IN THE FIELD FOLLOWING OiMENSiONAL RESTRICTIONS SHOWN ON = OL =
FIGURE 5! FIGURE 8: FIGURE 7: SHEETS 18.20,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. "p; r 0 trll�
ANGLE STATE
• CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLEO �Q ROp• • Ennu
(FIGi RES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM .90.WOOD SHALL BE PRESSURE•TREATED %MUST 5E THCK ST EYELLOW LSTLJDS TO BtHERN PINE�A M N1MUM tiRAOE 33ANDu045'T lH cKM SHALL B(t5 GAuoEE 6OW6�BTaucTuaA STEEL 70D BE A MINIMUM • j' ,QNA�' ```
USED IN BE AT LEAST 425'THiCK AND 438.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 1j fill 111
rxe•x.2a• A.LYNN MILLER,P.E.
THREADS BEYOND THE MATERIAL. MULLION FL P.E.#58705
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