HomeMy WebLinkAboutProduct Approval (2) TABLE 15A „ r
MttlltonCa asy Table Peale) J(��
Opening 4Yldth(for earlica4-6parningmullions)or Opening Height(for Foltwrtallywarniremullions)
501n 601n 701n 801n 00 In 1001n 120 In 1401n 1601n '' p
Rectsngalaz RapRdang. Raotangular Traptidang. RtotmtgWar Trapldang. Rectanguar Traptl6ang. IltangRapndang, Rectatrgtiar TretY7dattg. Rectangular Trap77da.g. R-taaw T,8prrr!ang. Rectangular Twn'long. 1•''' 4�a
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DEG.AL T111i
r. •��. •a '_ € '^ r a r ^ a n r
BAYMULL � $ $ g $ $^ g^ ^
I
Jas 19
a d d dr2 E a da 19 dire 19 1 1 g 2! .d8 f@ d`a f IEB d
421n 170.0 620 170.0 435 170.0 744 170.0 478 170,0 Me 170.0 500 170.0 092 170.0 519 170.0 1110 170.0 521 170.0 1240 •170.0 $21 170.0 1488 170.0 521 170.0 t135 170.0 521 149.1 1740 170.0 $21 -4
461n 170.0 708 1 170.0 524 170.0 850 170.0 581 1700 992 170.0 630 170.0 1133 170.0 661 1100 1275 170.0 677 1 170.0 1417 170.0 680 152.2 1522 170.0 690 130.6 1522 170.0 660 14.21 1522 170.0 690 S S
50.625 La Me 747 170.0 563 170.0 890 170.0 631 1 t70,01 1048 170.0 684 11704 1195 170.0 723 170.0 5345 1170.0 747 1642 1443 1704 756 138.9 1443 170-0 756 117.3 1443 170.0 766 1025 1443 1]04 766LU o� O
641. 170.0 797 1 1700 612 170.0 958 170.0 691 170.0 1116 110.0 754 170.0 1275 170.0 803 MCA 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 861 103.1 1353 170.0 861 90.2 1353 170.0 861 CD F-
60 In
601n 170.0 BBS 170.0 Tet 170.0 1063 170,0 797 167,0 1218 170.0 670 148.1 Me 170.0 944 129.0 Me 159.8 938 110.9 1218 1521 924 07.4 1218 146.1 913 83.5 1219 146.1 013 73.1 1218 146.1 913 I-' J
631n 170.0 930 1 170.0 746 170.0 1156 170.0 650 1602 1150 168.6 033 131A 1150 Villa 914 116.8 1150 145.9 898 105.5 1160 1342 885 a79 1150 126.7 671 75.1 1160 126.2 810 65.7 tt60 1262 870
681. 170.0 971 1 170.0 789 1524 INS 165.0 881 130.6 1048 146.6 884 114.3 1048 133.1 860 1018 1046 123A 839 91.4 1048 116.6 830 76.2 1048 109.4 821 05.3 1048 106.2 818 57.1 1048 108.2 018 Z (n� $
cc 721n 140.8 860 147.0 764 117.4 860 1254 740 100.6 060 110.8 734 68.0 880 100.0 722 70.2 880 92.0 712 70.4 680 88.2 703 58.7 880 78.2 693 50.3 880 78.5 880 44.0 890 ]0.4 888 2 ...1 N i vUt
76 In 159.7 790 125.1 690 29.8 790 108.4 676 85.5 790 93.3 653 74.8 790 839 652 88.5 790 76.9 643 59.9 700 71.7 635 49.9 789 65-1 62+ 429 790 62.1 819 37.4 Tao 81,5 617
J
781n 110.6 750 115.5 657 92.3 750 1 90.1 644 79.1 750 85.9 632 09.2 750 77.1 621 61.5 760 708 612 1 6$4 760 1 65.7 805 46.2 750 59.4 594 39.6 750 502 588 1 34.6 150 65.5 $66 1--
z
- ¢ C-.4 O
90 in 72.1 663 14.4 300 60.1 504 62,9 4911 5t.6 663 64.8 483 45.1 563 46.9 475 40.1 604 44.4 468 36.1 063 40.9 462 30.0 663 38.2 452 25.11 503 334 445 22.5 663 31.8 442 Q m Z
Cwt) 0 �
96In 59A 495 611 d43 44.5 493 5119 436 42.4 495 44,8 427 37.1 495 30.9 42) 33.0 495 38.1 415 29.7 495 312 409 24.8 495 29.1 400 21.2 495 28.8 394 189 495 25.0 390 (n gg
413 0,'rn 8 0
1081n 41.7 391 12.6 353 34.8 391 35.0 MB 299 391 31.1 342 26�40
1 391 27.6 337 23.2 391 2d,9 333 209 MI 22.8 326 17.4 391 19.7 321 14.0 391 Me 316 LU (7
S11 In 38.< 370 39.2 335 32.0 370 33.9 330 27.6 370 28.6 325 370 25.3 320 21.i 370 22.8 Me 10.2 370 20.9 312 16.0 370 18.1 305 � � � co01n 30.4 31730.9 289 25.3 317 26.0 289 21.7 317 22.5 280 317 19.9 278 16.9 317 17.9 273 U M Q O
1441n 17.fi 220 17.8 203 d E
TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA:
An horCiloacitv Tablefibs) ANCHOR CAP.,,,,,,,,,
80stmic 2.7k Commta 3.6k Cons, Hallow CAtU FI9W CMU PT Wood Matas (DPv)Xt }=ANCHOR CAP
11V 1f4'SSEko 5f16'Elw 11VSSEIsa 1110 Steel 1111284ee1 #12St.d MULLIONCAP.,,,,,,„,
A00horCRpPattema AnetwrTyPa: 3t6Eke uason uPEkoUlOacm ulbeaa 3116*Eke tt4'Ekoulaoon Apgreeato u8mcan AgarecetorScrew(Gs)sorewtcs) Scrw(Os) USE THIS FORMULA TOOBTAIN THE*ANCHOR
Edga Olslanse 0n): 1" 2112. 1^ 2-112' 3.118' 1' 2-1n" t• 2.112' 2' 3416" 2- 0.48' 094't•3a0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment 0n}: 1-11. 1.314' 1314• 1-314• 21 14f4' 1-tr9" 1.114• 1.114• 1-114• 1-114' r 1378' • .odes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors NJ V Min.O.C.1(2)25 Angle Clips I(Fig.1): 39015. 390 ibs 4501b9 8901bs 17901bs 2701iss 2801bs 3541bs T4010s 3791bs T20 lbs 94B lbs 3411bs 442 lbs 50016s OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchsls@3S•Mix O.C.t(2)2z5Angta Gipst(Fig,2): 780 P. 780l5s 790 ibs 1670 ibs 2525 ibs Sao @s 5601trs wA Alelte T46ibs 880 ibs 1692 to$ 682 lbs 683ibs 11200u CAPACITY(FROM THE TABLE)OF THE SELECTED
0 Anchors@2.71`MIn.O.C.1(2)2115 Attgte Glp.1(Fig,3): 1120lbs 1t201os 8581bs 2246 lbs 2254 Is. wa 1 840145 WA 105919s WA 13201ba ?VA 10221bs 1327 lbs 16801bs MULLION.IT WILL YIELD A MIN IMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE RODUCT RUVISED
FIGURE i- ANCHOR CAPACITY TABLE. a cal0plying wnh the Fto da
aiding Occk w,4
TABLE NOTES: �{--
• • 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. -
aml ade Pr lControl
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE
FIGURE 2: .,%%'I III/,_
3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE,FOR STRIEXACT IONS SHOWN
SEE SHEETS 1-23. .125" ��� �V LYNf+/ rig
Ell, • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30° ��\�1��'•'\OEtd'•!�If((
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4-.•' �' S� •':F'P
"i
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3250` _ N0.58705 •7!`
FIGURES; CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED .rr •yam_-_.
• • • • YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 445`THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY '-13 •' /(t5
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION Q�•'• SL
THE MATERIAL.#10 ANCHORS IN70 WOOD MAY BESTEEL.18-8 S.S.OR 410 SS
HORS �`S••:°LOR16p,,•• \`;:
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. err
A.L R,P.E.
FL P.E.#58705
TABLE 16A ® � w
Mullion Ca ac Tabte Ib9te "S x�
Opening dill(for venicat/-spanning mWom)or Opening Height(for horizontaltyLaparring attillons) C C
501n (101n 701n 60 In OO in lo01n 1201n 1401n 180In o
Reelenguler TrapTdarg. Remnant Tmprreang. Rectamlar TralfrAang. Rectangular TIMPIM ng. Rectattft Ttaprrfwg.[12
ngular Tmpf tlsng. Reetangulu Trap Tderg. ReetwW r TtapTrtaryr. Rectengn. 'RaptrAang. �o
3,26"46 Loafing Lesdng Loafing Laadng Loedw Londng Loafing Loafing Leading LeAngfing Loadn9 Loadrg Loabng Loafing Loafing Loadng Loafing
DEO.AL € o
BAYMULL g� R� g Ba
3 3 3 rho ti ce c 3 c3 �i cP� c3 3 c3Go is
Q421n 170.0 820 Me 435 170.0 744 170.0 478 1700 088 170.0 Sea 170.0 092 1700 510 170.0 Me 170.0 521 1240 170.0 621 178.0 1488 170A 521 170.0 1735 17oll 521 180.3 1871 17QO 521
40In 110.0 708 170.0 524 170.0 850 170.0 584 170.0 902 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 1417 j170.0 880 163.7 1637 170.0 680 140.3 1031 170.0 egg 122.8 1037 170,0 680z50.6261a Vol) 147 170.0 Sea 170.0 898 Into 831 170.0 1046 170,0 684 170.0 1105 f70.0 723 170.0 1345 170.0 741 140{ Y70.0 766 147.1 1552 170.0 750 1281 1552 170.0 756 110.4 1552 170.0 7564lJ oO
1n 170.0 707 170.0 612 1700 050 170.0 601 170.0 1116 1700 754 170.0 1275 170.0 LIM 170.0 1434 170,0 &37 1455 170.0 656 1203 1455 170.0 gat 1108 1455 170.0 801 07.0 1455 170.0 Sgt m O FC1
601n 170.0 605 INA 701 170.0 1083 170.0 707 170.0 1240 170.0 678 157.1 1309 170.0 044 138.7 1309 170.0 000 1309 103.5 984 Me 1309 157.1 082 89.0 1300 1574 902 78.6 ON 157.1 982 11-63H 170.0 930 1700 745 170.0 1118 170.0 050 162.9 1247 1700 940 142.5 1247 164.5 983 128.7 1247 152.6 965 1247 t44.3 052 05.0 t247 136.2 038 81.4 1247 1135.7 035 71.31247 far 03588In 170.0 074 170.0 789 170.0 1169 170.0 003 148A 1190 183.7 065 129.9 Ilea 147.0 945 115,4 1180 i38S 028 . 1190 120.4 014 60.8 1190 119.5 82B 742 1100 116.1 B93 04.0 1100 116.1 993 CO m
cMin 161.6 1010 169.6 677 134.7 1010 144.6 859 115.4 1010 127.2 842 101.0 1010 114.7 628 89.8 1010 USA 017 80.8 1010 06.9 807 67.3 1010 90.0 785 57.7 1010 87.6 700 50.5 1010 81.7 769 (�
70 In 137.4 906 143-6 792 114.5 000 1220 715 00.1 900 tO7.4 781 85.9 Sea 08.2 749 76.3 908 98.2 736 68.7 JIM 82.3 729 57.3 See 74.7 718 49.1 006 71.2 710 42.9 900 Tee 708 4 � c- a
781n 127.1 681 132.5 754 105.0 881 112.5 738 00.6 081 9a.e 725 79.4 861 86.5 717 70.0 801 81.0 7IX1 83.0 681 75.1 6&1 55.0 BBi 86.1 681 45A eel 64.5 875 39.7 861 83.7 672
Q Q N p
901n 02.7 618 85.1 574 68.0 NO 72.1 564 59.1 640 62.0 554 51.7 646 56.1 545 46.0 040 50.9 537 41.4 8411 47.0 530 34.5 8411 41.5 519 29.5 848 312 511 25.0 618 30.5 507 Q m
I- W m
90 In 682 668 70.1 See 56.6 We 59.1 *2-M
491 42.8 568 45.0 483 37.9 5-0 41.4 478 34.1 Sea 36A 470 20.4 568 33A 459 24.3 568 30.5 452 21.3 508 28.7 447 to W� m0�O
1081n 47.9 449 48.9 405 39.9 449 412 7 3113 20.9 449 31.7 387 28.0 449 28.6 382 23.9 M9 26.1 377 20.0 440 22.7 308 17.1 4/B 20.4 361 15.0 449 18.9 356 W w
1111n 44.1 425 15.0 385 38A 125 31.A a 373 27A 425 29.1 387 24.5 425 282 382 22.1 125 24A 358 18.4 425 20.7 350 15.6 426 We 343 � �
1201n 34.9 384 35.5 331 29.1 364 200 8 321 21.8 384 278 317 104 364 26S 313 t7S 384 l8.7 369 ~
1441n 202 253 20.4 233 16.8 253 17.1 A 2� z
TABLE 168x0
ANCHOR CAPACITY ADJUSTMENT FORMULA:
AncttorCapacity Table 6 /ANCHOR CAP., ,�, r
9ubslmle: 2.7x Concrete 3.6k Cone. Her-CMU Filed CMU PT Wood Molal (DPo}X\ �=ANCHOR CAP_.
YI9•Eko 114•SS Eke 5116* to 174'99 Eke 81091002 812 Steel 412 Sleet MULLION
Anchor Clip Patterns Ai<1urTypc: 3716'EkotRVacm vd'Eko lllOecm Uluscon 3116•Eke Ull-en 114*Met lRtraeca Am'oeW U6mcon AggreG6tor Bcrew(G5J Somw(GS) Scraw(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edoe (b), 1' 1 2.112• 1 P 1 2-112' 1.116• 1' 2-112• t• 2.112• 2• 3-116" z• o.4a• o.s4• ta24• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment(m): t-374' 1.374' t-are t-va• r 1.114• 1-11A• 4-114• 1.114• 1414• 1-114• 2• tars' tare• wlea ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchxo@5•Mtn.O.C.112)2x5AngleCBps1(Flg.f): 390lbs J901b9 450Ibs ego los ng0 lbs 270 Im 280144 354IGs 7401bs 3741bn 720 lbs 9461be 1a11bs aa2lao Ssg lbs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anshaa 3.5'Mtn O,C.r i2)2x5Angte pips/(Fig.2}: 780 Lbs 780164 790164 f618 iba 2525 rbs Sao Lbs 560 fba WA 1120 res 748164 880144 1802 ioa 662Ibs SBS ite f 1201ba CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Anchors 2.71"1,11n.0.0. (2)2x5 Anglo Clips 7(Flg.31: 11201bs 1120164 9561ba 2248lbs 2254104 WA 8401ba WA tOS91ba WA 13201bs WA 1022Iba 132/1ba 1680 ros MULLION.IT WILL YIELDAMINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE 1t
CO10pl inti with
lhcFlaHL
FIGURE 1: B01l
ANCHOR CAPACITY TABLE.
TABLE NOTES: A=plmm410-+• `���
O
g��pate Ic4�'1fo
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. <M;a7sOZiW r
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. �!
hi uni wro(wctC.aciaat�"`�
FIGURE 2: 2)LINE-AR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,%III 1 I f r r77
3)MELTON AND MULLION CLIPS SHOWN ARE NOT SCALE-FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \��� pC1�.......,
• • • • LYNN
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. .125'QBAY
� '��.'�,1GENSF '•.F�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. :' }
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED A No.50705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED
• • • * YELLOW SOUTHERN PINE.WITH AN SG OF 0.55.ALUMINUM SHALL BE6o63•T5AND BEA MINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO 8E AT � 47.07E L(/LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND O '• THE MATERIAL.7110&S12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR d10 S.S. j.•C�•,,•aLOR10?;.•��y��
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS.
A.LYIVO MILLER,P.E.
FL P,E.17 58705
--� 1.000' f- 1.000•
y 1.000. 1.000' r- 125" o0
w ax
.125" .125" o� g
2.750' .125' 3.125" 3.188'
2.750' .125"
.125" UL3711'
25' N
2.000' 2.000' 265" 2.116" 5!s m
.125" Z �N N
Lx.125' L " 3`5' �" S00' O
f T 1 -T T .9pD' T J Ud
1'X2'X.125'MULLION 1'X2'X.375-MULLION 1'X 2.75'X.375'MULLION 1'X 2.75'X.650'MULUON 1'X3.125'X.5'MULUON 1.25'X 3.188'X.265'MULLION 128'X2.11'X.125'MULLION
8063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 8003-T6 ALUM. 6063-T6 ALUM. 6063-To ALUM. 0063-T6 ALUM. � Q "A
X-SECTION XSECTION X-SECTION X-SECTION XSECTION XSECTION X-SECTION UU V) cp
Z M
{�f--.125" .125'
TABLE A Z L zLU s m
I I2X5 ANGLE CLIP
STANDARDCLIP I Dimension Value(in) For Mullion: g �
6063-To ALUM. 6063-T6 ALUM. O iz
2.000"
XSECTION 2'125" 2.000' XSECTION q 1.625 J CL e
U-CLIP 1"X2'X.125' Q 3
I 6063-T6 ALUM. ,125" B 2.654 F-. U
.125" XSECTIONC 0.895 Aluminum Z p a ca'�I
Tube Mullion Q Z Z � o
D 0.740 y Q I Som
.125' Q A 1.125 1'X2"X.375' W Z
4 O
-i.740' -
B 2.404 Aluminum � J � �
5.500" C 0.635 F' 7
CUTHERETO .375° 5.000" Tube Mullion U Q O O
3.125' ��_CREATE F-CLIP,SEE MIN. D 0.490 Q.. N
.375' Q .375'MIN. Z
r DETAIL F.SHEET 4 0_g m
MIN. A 1.875 g_ .. O s0
-------� I r-------� A A I .338'MIN. ---------- B 3.000 1"X2.75"X w aRw
r- ----------- m
U-CLIP A F-------
L_ _____J L------_J 6063-T6 ALUM. `- --------- ' 2X5 ANGLE CLIP C 0.757 .375AIUminum
TCPVIEW 6063-T6 ALUM. D 1.118 Tube Mullion
TOPVIEW
STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min.
6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1'X 2.75°X
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR
WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/16'. B 3.000 .650"
SHEETS 5-17 FOR THEANCHOR O.C. WITHIN THE DASHED C p,g7g Aluminum
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube Mullion
DIAMETER:ANCHOR DIAMETER•1116'. SHEETS 5-17 FOR THE D 0.838 r
ANCHOR O.C. TABLEB A 2 RODUC.T REIISBD
DISTANCE.MAXIMUM PGT Part# 1"X3.125"X i compl)a19wMi the Florida
5.500' I .375' ANCHOR HOLE MUII Dimension(Sheet#) B 2.637 u.Udlag Code
DIAMETER:ANCHOR Mulllon Std.Clip Offset Clip U•Cllp Anglo Clip 500*Alum ecep!orloe No
.375" MIN. DIAMETER t 1/16. C 0.663 Tube MUII
MIN. 1"X2"X.125"(5) 66605 666113M 6661118M 666243M 666511M D 1.137
_________ 1"X7'X.375'(6) 866006 668114M 66811 I'M 666244M 666512M A 2.625 tiaml ode Product Control
r------------I--- 1.25'X3.188'
1"X2.76"X.375"(7) 66607 666115M 6861120M 666245M 666513M B 3.262 X.285'Alum I I I
B 1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M D 1.782 Tube Mull \\`���O0 1-YNN
I r--- ---� D i 1"X3.126"X.500"(8) 66637M 6661116M 6661114M 666242M 666515M ,••'�10ENSF''•. Q
I 1.26'X2.11"X
1.25"X3.188"X.265" 12 86641M 6661117M 6661113M 666241M 668516M
I l ) A 1.813 .121'Alum ;i: x
`------ I -----J
1.26'X2.1 1"X.125!'(18) 89370 WA NIA WA 666517M Tube Mull No.58705
0 OFFSET CLIP NOTES:
125fi063-Tfi ALUM. % � !TT-E-0F( `jV.
TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
.740'-f---I--I
r6 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. ,i� ,9/ONA\-�
A.LYNN MI)1DEk,P.E.
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705
--{ 1.000" r -{ 1.000• 1.062"-1�
740' a o n RI
.063" .385 .125' �� s€k
.062'
.406238" I k
. ' � �joo
��`� o
4.000" •125"STANDARD CLIP o24g
4.000' 4.000" 2.000' 2.125' LL
2.625' 6063-T6 ALUM. 2X5 ANGLE CLIP
x.125" U-CLIP 2.00D'
X-SECTION 8063-T6 ALUM.
I I 6063-76 ALUM. I X-SECTION ,125• N
125' 125, .125" XSECTION L N m
co
.031 .125' O W
T CENTER OF ANCHOR HOLE MUST LIE WITHIN THE LLI
•125 •155•J DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE j 2
.375' .375" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR W COoo O
HOLE DIAMETER:ANCHOR DIAMETER+1/16'. CO
1'X 4'X.125 1'X 4'X.375' i'X 4'X.375" 5.500" fA Z M F-
.MULLION MULLION 'T'-MULLION CUTHERETO 375, 5.000' 376, O t0 U
6063.76 ALUM. 6063-TB ALUM. 6063-T6 ALUM. 3.125' J
X-SECTION X-SECTION X-SECTION '375" y-CREATE F-CLIP,SEE MIN. ? U m
MIN. DETAIL F,SHEET4 Z
1.250• .375' Z !L z
-- -----------
r_______� r_______� CENTER OF r ___ .375' _Z
ANCHOR HOLE j j MIN. j . Z
1.250' 1.260° I I I I I MUST LIE WITHIN I I J d
I I I THE DASHED I I ¢ J a
I 1 I I I F BOUNDARY.SEE I j Q Q Z N p
SHEETS 5-20 FOR ___ ___I
2.875'� 1 --- I t I --- I � THE ANCHOR O.C. F I I � � Q
3.94" I i F DISTANCE. Z op
I I I I MAXIMUM I I W O
3.250' 3.250' I I I I ANCHOR HOLE I I of J
I I I I I DIAMETER: F J rp
.100' .100' .100' L I 1 I ANCHOR ________J U O a 3:
______J I L_______J DIAMETER 1/1 L_____________ Q..� Z O O
UJ U
100' _ 2X5 ANGLE CLIP
meq• 624° CL L STANDARD CLIP U-CLIP 8063-T6 ALUM. - �"9 €fY �
-I � 6063-T6ALUM. 6063-T6 ALUM. TOPVIEW o y oL'��•�
--i .820' h� l ^-i .820" F•- --i .820' 1 - CENTER OF ANCHOR HOLE MUST LIE TOPMEW TOPVIEW
WITHIN THE DASHED BOUNDARY.SEE
1.25'X3.25'X.100' 1.25'X3.25'X.624' 1.25'X3.94'X.624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE TABLE C,CONT.
MULLION MULLION MULLION kl�ZE�
MUM ANCHOR HOLE Dimension Value(in)[For Mullion: Dimension Value(In) For Mullion:
6005-TS ALUM. 6005-T5 ALUM. 6005-T5 ALUM. OR DIAMETER+IAW.
F 3.687 1'X 4 F 1.938 1.26'X3.25"
X-SECTION X-SECTION X-SECTION G 1.000 .125' G 0.500 X.624'
3.469' 5.500' H 2.680 Aluminum H 1.438 Aluminum
I 3.000 Tube Mullion 1 3.250 Tuba Mullion
2.661• 125• .375 375' F 3.187 1'X4'X F 2.625 1.25'X3.94'
1.877' MIN1.377'` •125' O 0.757 .375' O 1.125 X.624' RODUCTP.•_ ------- __T_T H 2430 Aluminum H 1.500 AluminTube
wrap)yinB wNitbckl^rtda��S
I I I I I 3.000 Tube 8'T I 3.250 Tube Mullion u6dIa3 C•+dc
I I I I F 2.250 1.25'X3.25' _F2.813 30'BayMull �:0 No /
I i I i I G 0.750 X.100' .875 45•Be Mull'
.125' I I .
.125' 45° 2.250' 1 I I I I H 1.600 Aluminum
30° I 3.250 Tube Mullion Mlarnl ado Pco un Canuol
H
3.250' \\I I I I I I l l
45°BAY MULLION I 3.250' I I I I TABLED POT Pert p ��� �� 4 NN
30*BAY MULLION 8063.78 ALUM. L_______- �_ _____- Mull Dimension \� p1 ,.....,•. ((
6063-TB ALUM. I X-SECTION I I (sheetp) Mullion Std.Clip Offset Clip ULllp jAngleCllp1p \��.•'V\GENSC FAQ,�i
X-SECTION
1'X4'X.125'(10) 69364 688111M 6661122ht 866241M OFFSET CLIP ''T N0.58705
r .125" 6063.76 ALUM. 1'X4'X.375'(11) 66810 686112M 6661123h1 666242M,228' h•^,981'-� .226- �,987'�-I TOPVIEW 1-X4'X.375"T(11) 66653 666112M 6681123M 666242M - -X.740-1
NOTES: 1.25'X3.25'X.100'(13) 20160 6661127M 6661124M 6682410M M --O. A 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X 3.25'X.624'(14) 20181 8881128M 8681125M 6862411M M 1.25'X3.94'X.624-(15) 20162 6661117M 6661126M 666241M '30 OeOreo(19) 86649 WA WA WA M2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 45 Degree(20) 66650 WA WA WA M illy ���
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LY<J(GIMILLk}2,P.E.
FL P.E.A 56705
TABLE E
Mull Dimension PGT Part#
(sheet#) Mullion Std.Clip U•Cllp Angle Clip 1 x •125' r- .125'
2"X4"X,25"(16) 66602 666261M 666271M 6665112M ro
2"X 6"X.25"(17) 66604 666282M 666272M 6665113M STANDARD CLIP I U-CLIP I 2X5 ANGLE CLIP �o,a o
8063-T6 ALUM. 6083-TB ALUM. 8063-T6 ALUM. o= Z
2.000' I XSECTION 2.125' X-SECTION 2.000' X-SECTION 4'
NOTES:
(V
LO
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I '125" I .125" .125' M m F-
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T - Z °JN L Uj
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE �--1 490' I O
HOLE LOCATIONS. 1.490' J W
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
5.500' � 0.'� �
CUT HERE TO 5.000' _375' W O O O
2.000' 3.500' CREATE F-CLIP,
.375' _SEE DETAIL F, .375' .375" I� MIN. ZO In
MIN. SHEET4 MIN. H-
------------___ _________ __ __ �__ --__-__-_-_-_1 W s m
I I I I z LU g
I I I W
J (Lo rcZ
I I I Q J r
4.000' �- -I-- 3.438° + 3.438' i--- j F U
.250'- 2'X4'X.25' I I I I Z O Z N Or
MULLION I I I 3.438' I I Z- °oo C
6083-T6 ALUM. j j j (A Q o
X-SECTION I I I I I .375• Z�, o
o'
L I
---� L ---------------J MIN. W O _
d 7 fp
�- STANDARD CLIP 2X5 ANGLE CLIP
U•CLIP,6063-TB ALUM. Q-_ ¢ O O
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. SED FOR 2'X 4'MULLION.SHEET 76 CENTER OF ANCHOR HOLE MUST LIE 6083-T6 ALUM. a Z m(n 0
.250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW O s.O
SHEETS 5-20 FOR THE ANCHOR O.C. TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C.
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE
DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16'.
SHEET 5.20 FOR THE ANCHOR O.C.
- 5.500• DISTANCE.MAXIMUM ANCHOR HOLE
CUT HERETO DIAMETER:ANCHOR DIAMETER+1116'. 5.000"
2.000`- 3.500"-�I CREATE F-CLIP,
f` •375" I SEE DETAIL F, '375' I .375°
MIN. I r-SHEET4 MIN• MIN.
375'
----- ------
I I
I I I I I I
I I I I covSplylnawil^ .Florid.
C Ne "1.�
`�L t
I I
I I I 1
I I I I Product onirol
.250• 6.000" f -j-- --r-- - i- 4.688' 5.438' 1 I I I I I!
@ t + -------I
11 r,
5.438' 5.438' LYNN r197 ii��
\ n .........
2'X6'X.25' I I i . �'C�,.•'�10ENSF '••�'P
MULLION I I I
7< %
6083-T6 ALUM. 7�r:. 110.58705
X-SECTION I ! I .375' _
I ,
`------- --- --- L---------------------� MIN.
(� STATE Of
250" STANDARD CLIP U-CLIP 2X5 ANGLE CLIP ' CCS ``
8083-T6 ALUM. 6063-TB ALUM. 6063-76 ALUM. ���, S/ C',`�
TOP VIEW USED FOR 2'X 6'MULLION SHEET 17 TOPVIEW ONA�- �,
TOPMEW A.LYNN MVdR,P.E.
FL P.E.#58705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN To BE WOOD ON All FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-174'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF.
1)INITIALLY ASSUMING THAT A VWIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72*AND THE OPENING WIDTH IS 32"-32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING
NO ANCHORS IN HEAD
RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4-AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+60.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
ESTRA FROM TABLE 3A,SHEET 7.THE I-X 2.75-X.375'MULLION(LENGTH=72',OPENING WIDTH-70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD
SEE! NOT BE SUITABLE FOR THIS APPLICATION. gal t�
DETAILS,
SHEETS IRE: 2-3
APPROVAL FROM TABLE4A,SHEETS,THE I-X216'X.650'MULLION(LENGTH=72',OPENING WIDTH z 70')HAS DESIGN PRESSURE OF-1-72.7PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
72* OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
MULLION UL ION
Q.
LENGTH 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12ANCHORS AND THE 2X6
ANGLE CLIPS WITH(4)#12 ANCHORS HAVE CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL.
04
z
SEE 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 0
APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _j w
w
T
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. n x
cl)
SEE
IJ IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60,0 PSF.TH�OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LOS.ALTERNATIVELY, W '
�NMNDOWSILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m 0 F_
cl)
OPENINGEll�Ll_ 1'�TH 616 LBS _3
WIDTH
(60 PSF)X )=524.9LBS (MAYBE USED TO QUALIFY#10 S�EEL SCREWS FROM TABLE 4B) _J
72.7 PSF
Z
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2318.THE OPENING REQUIRESA
DESIGN PRESSURE OF-50.01-55.0 PSF. z
FOR THE VERTICAL MULLION:
z
AND THE OPENING WIDTH IS 36'+36-+1'=7r.REFERENCING SHEET 25, Z
I)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32 _<
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318*AND WILL 00
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.d PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AV m CO
EXAMPLE 2:MULTIPLE MULLIONS AVAILABLE. W.
_j
G.
NULL MOTH FROM TABLE 3A,SHEET 7,THE I'X 2.75'X.376'MULLION(LENGTH=108%OPENING WIDTH-80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS-/.16.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. to
FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION(LENGTH=408',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/-649 PSF WHICH EXCEEDS THE REQUIREMENTS 0
SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS z U) U)
SEC DETAILS. ,.o
3
SHEETS 2
FENESTRATION "3—\ BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36"+2'=74'.NOT 73AS PREVIOUSLY
PRODUCTS
APPROVAL ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAJNTAIN
"I THE 73'DIMENSION(35-12"+35.1/2-+2'=73").(35-12"+35.1/2-+2'=73").3').
2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
VERTICAt-l' CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP Wl RE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
ION'
MULL USING THE STANDARD CLIP WITH(6)3116-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2-GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
LENGTH SEE SEE DETAILS, DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 U38.
8,
OPENING SHEETS 24 SHEET3 FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A 2X 4*X.250-MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
HOR17
"LION 72
. MULLION TYPE COULD BE CHOSEN. 'RODUCT REVISED
Is the Fkdde
1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+7242'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE
USED.FROM TABLE 12A,SHEET 16,THE 2*XVX.250-MULLION(@ LENGTH=42',OPENING HEIGHT=120-)HAS ADESIGN PRESSURE OF-4170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
SEEDETAILS.
SHEETS 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE S'
24 WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE S*JCARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 'Its_IT t PtoduN Control
(4)$[IS-ULTRACON ANCHORS AT AN EDGE DISTANCE OF I-GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED
I i ANCHOR CAPACITY OF 521 LBS.
LYNN
U 11,10 R 36*�H . .....
_MU, Mi.—I -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 12B FORTHE U-CLIP SHOWS THEANCHOR "CEN
'Zi." LEND 4)FOR THE U
IG CAPACITY 13 1074 LOS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE
OPENING WIDTH FOR VERTICAL MULL— ANCHOR TYPE IS A#12 STEEL SCREW.
No.58705
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
./.64.7 PSF FROM THE VERTICAL MULLION:
-/-170.0 PSF FROM THE 36*HORIZONTAL MULLION ATTACHING TO CMU;
+/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION).
THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLYTOALLOF THE MULLIONS. OF
PWRID..
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION /ON
PRODUCTS.WILL APPLY TO THE OVERALL ASSEMBLY,FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A LYNN MIU1111 P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, FL PXX 58705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING:
e�n
s o
PW I PW PW cwi�g
I LL
7/1
SH/DH SHIOH Elnl
SHIDH 1 PW PWNm
ZJ i O tli
sa co
2
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 co
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i / / HINGED O
g m
SGD - Z �
I LOADING OF VERTICAL MULLION W
PW 1 WZ
1 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION J --t
1 Q a
PW - I Q z O
N
PW PW PW C7 so 0
SHlDH SH/DH I - U 0 Q
SHIDH SH/DH I Q -� Z O O
1 � �SH/OH AoLOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLIONSILL OFWINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION ME pW PW
I
1 --
I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
I MULLION
I
PW 7 HINGED I NOTES:
DOOR PW _ PW I RwDpICT ith dies Florida
1)DRAWINGS ARE uldlog 0'0 �X1/1
1 RERESENTATIONS OF TYPICAL a�planwido `-'1
PW CONFIGURATIONS. Uu?o \
1 PW CONFIGURATIONS NOT SHOWN
a O I MAYBE EXTRAPOLATED FROM �g COutroi
/ / THOSE SHOWN.
2)IF THE LOADING TYPE CANNOT ��� ��1.YIdN 1,,/14���i�
I BE DETERMINED,USE ;�,��.0,.• •.,�F
1 /
PW RECTANGULAR LOADING.
PW �� �%GENSF
I Q
PW i )C
1 / 3)SEE PRODUCTS•APPROVAL FOR _��� Plo.58705
ACTUAL ANCHOR LOCATIONS.LOADING OF
L MULLION LOADING OF VERTICAL
PANEL OF HINGED DOOR S NOT CACAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLION
i SGD / '�O•v` I rA `�I�S:,••`�
1 LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN(�ILILEF2,.P.E.
MULLION MULLION FL P.E.#58705