HomeMy WebLinkAboutNOA- ALUMINUM TUBE MULLIONS h
i
MIAMbDADE MIAW-DADS COUNTY
• PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,FL 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 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"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020,
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 label 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 and renews NOA#17-0630.01 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 Sifang Zhao,P.E. r o �,
1 co�,R.@,a� NOA No.20-0406.b3
11
�MIAMli�D�ADEUNTY E� Lion Date: May 04 6.03 08/20/2020
Approval Date: August 20,2020
Page 1
i
cr r
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
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
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-04
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 05105111, signed
and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and with FBC 6a' 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.
F. STATEMENTS
1. Statement letter of conformance to FBC-511 Edition (2014) and FBC-01 Edition
(2017), 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 expiring on 05/26/21. •
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-0406.03
Expiration Date: May 26,2026
Approval Date: August 20,2020
E-1
I
1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61
Edition (2017) and with FBC 7th Edition (2020), prepared by manufacturer, dated
04/01/2020, signed and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None. '
F. STATEMENTS
1. Statement letter of conformance to FBC-6th Edition (2017) and FBC-7th Edition
(2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony
Lynn Miller,P.E.
2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries,Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I.,approved on
11/09/17 and expiring on 05/26/21.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-0406.03
Expiration Date: May 26,2026
Approval Date: August 20,2020
E-2
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!° 0io�C� o t: _ � m° •�A �IMPACT-RESISTANT ALUMINUM TUBE MULLIONS
INSTALLATION INSTRUCTIONS A
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FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
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INTONOOD,SIFEL srANOARDCUPTOIN: EXTERIOR GR rmr Fx M f rytran.n Dam 05l2812026
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NOTES FOR INSTALLATION OPTION G SLt ���.�\>`0.••'C�S.'tJ/
7)USE 2ANGLE CUPS PER MULLION END.CUPS MUST ®BEINSERf INSIDE OFMULUON.
NOTES FOR INSTALLATION OPTIONS F. MULLION _*: N..S87(I5
1)DETAILIS NOTAPPUCABLE FOR THE BAYOR 126'X211-X.125-MULLION. 2)DETAILGSEETABLESiB-14BFORANCHOROIIANTRIESAND SHEETS 21-M FOR HOLE
LOCATIONS —'O -
2)SEETABLESIB-13BFORANCHORDIIANTITIESANDSHEETS21MFORHOLELOCATIONS �.' �..�:
3)DETAIL W.SEE TABLES 1580R 168 FORANCHOROUANTff1ISAN0 SHEET22FOR HOLE
3)THE 2XS CUP IS NOT SUITABLE FOR THIS APPUCATION. LOCATIONS. iOT�s':�<ORIDP
A LYNN MILLER,P.E.
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NOTE FOR THE OFFSET CLIP,USE THE SAMEANCHOR PATTERN ANDANCHOR VALUESASTKESTANDARD CUP. NOA-No. 2D4M6.03
Expiration Bat.052612026
By
FIGURE I: FIGURE2 TABLE NOTES: Nlamf-0a�e�Gn uct�Coetrol
1)SEE SHEET I FOR INSTRUCTIONS ON USING THETABIES AND SHEET25 FOR INFORMATION ON LQADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS 1.0pS r
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANCOR OPENING V'oTms IS ALLOWABLE
FIGURE 3:
3)MUWON AND MUWON CUPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS,SE_SHEETS21-23
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-n 2000-
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS .............
l1UIIII
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES CONCRETE SHALL CONFORMTOArA 301 SPECIFICATIONS HOLIDWAND GROUT-FILED L \)EN N�/(,��
FlGURE4: FIGURES FIGURE@ CONCRETE BLOCK UNT(CMU)SHALL CONFORM TOASIN C80.WOOD SHALL BEPRESSURETREATED C �� F ":
YELLOWSOUTHERN PINE WITH AN SG OFO56.ALUMINUM SHALL BEfi0EO-75 AND SEA MINIMUM OF.12S I e: "•.'P
® T10CKSTE'THICK Sro6EA LANCHIGRADE ORS INTO METAL SHALL 1CFENDATLE). 3SCREWTH TmroBOND 1•X2X.1TSalULON �- No.58705 ..*-
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SELECTED MUWORIT m M
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ANCHOROFRONS FROM THE Z
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ANCHOR CAPACfTYTABLE Wa
]en Sae ate 3H 77 ab 1@ 2T2 1"A 11A xm 232 1. 122 xm 2u a 2m I- 1W ti3 W] I- 1A 129 In] 1W In. - IS. 15B 2m tflA lSO J W gj
Ten 2. In W.B 1W ae 1. .1 1. A2 1@ a0 I 1S2 1T.7 1. 1-1 1% 1S7 1. 16l 1. 143 Im tan 1%. MB 1. 1- 1W 1A1 tat 14 iW fl9 1. 113 ISO Q J
F.,-h.
h tfl6- 144 t60 tt6 1fl4 144 1fi1 ffi Z 0 Q ch N
W h 152 ITT ISo I13
N
TABLE 2B K X
StdAlan 2rz(Snuee 3amelc 563 Wic Ndawu F!]eOlu PIWmd lA�t N y rYj)
Anchor AmnaTy SNr EIm 1N•EtD 5nr bdflaa 1A'1lNlm anrEto 9lIr QO t14'Et0 wtrR 1 YP13ewm _w0ce wvm VP55Bm abSRtl n25tes1 mSletl U X Q 3 3
CePaclty ulnam uaam -an' u2azmi: uuaat 1m® 1Tmm1 umam. umaale Ameam Utnam AocGba sma pal SrAa L6s) Smn(ml Q Z O O
Ob.) E4geD5taca06 /' 1 2-Im r zIm 1• 2-V7 1• 2v2' 1vr r 21? r 24W r 2arr r 2-1?1 2 1 3Vr S a4r aw o32f Q
Emee0nml 15�f 101f UP 13rP 15(4• t51P t31P IS'f 2• YYP 1-tff t-vd' 1-W NN' 1-lIf 47vP. 1-vf t-014• 1-Vf r 131r 13'8' Imo imm 02
2Artlln®t]5•YR a.0 l6fmva4 w06a Cp0$17.3Wm e9om 9Wm t614m 2Wm 2mm 8511m Tmm 2mm Smm SOIm Smm 4)4m 664m eSm 341m s42m
4Atmaaa®itrwn aa]smma69ramelaro96 .mom Tmm xt e6n SWm rim orom xra nu 3Wm xu wA wA Tmm wA wA wA ruA wn -wm emm 1IIem PRODUCT REVISED'
4ARidS®3•mm O.0/T4g5Aagn D�Tplq 9y]Wm TWm Mtn 15Wm 6W YR 12Wm dmm 17
40m t%6m SIOm GWm WA TWm ®m Tmm fimm tiWm ]48m BWm 1092m waseIDm 1IWIm pIYHn9 with the FI ddt
2 Admm®a45•mn O.G uawem.12TA9m.p'gq WA WA N4T WA ruA WA WA WA 11Lt wA WA NIA WA NU WA NlA WA WA WA m WA WA ]15m evDdlnSCade
1Amhm/F-0b($ST 1Wm i95m ?am 445m 1Wm 3LSm t1Om d.51te Wto 135m tmm ti110A 3Wm it5100 i85m tM)m xWm 1B]m SYm M. M. 221m 2Wm NOA-Ho. 204)406.03
2ARtac®l.1SmN ICI Fl} 11-I .. NlA WA 1Wm GOm t85m WA 'WA NG 1Wm Hul9 WA Nfl1 3Wm NA1 W4 NW IW1 WA 34im 4@m 5Wm Etple2tl°n 0810 OS@ISI2D2B
NOTE:FOR THE ".ETC
USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS 7HE STANDARD CUP.
by
NIAm ad°Pmd-Control
FIGURE I: FIGURE 2: TABLE NOTES
1)SEE SKEET FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. ( '
SEESNEEB2.4FORGENERALINSfAL1AT70NMETH00S. i'•-
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSANOIOR OPENING WIDTHS ISALLOWABLE
FIGURE 3:
3)MUIIJON AND MULLION CUPS SHOWN ARE NOTTO SCALE FORE%ACFDIMFNSIONS,SEE SHEETS 21-73 Z� 11tt1111 N1]]Tl
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWNON SHEETS 21-23. 1 �� .•.•,....,.
FIGURES SHOWSUGGESTED,APPROXIMATE HOLE LOCATIONS L ���•� l,10ENs Il
ANGLE CUP MUST BE USED IN PAIRS P F •`�
CONCRETE SUBSTRATES:CONCRETESHALLCONFORMTOO AST C-90.WOODS HA HOLLOWANDGROU7-TED 375' •�
ELLOWSOUTHERN
INE IT ANSGOHALL 0.6&AFORM U INUM SHALLS ODSHALLBE SEAMIPREMARE-UM OF.1 T =*: N9.58705 :•*�
FIGURE 4: FIGURE b: FIGURES YELLOW SOUTHERN PINE WITH AN SG OF O.fi5.ALUMINUM SHALL BEW63-TSAIJD BEAMINIMlOI OF.I2S f
THICKSTEELSTU0.S TO SEA MINIMUM GRADE 33 AND.04STHICK(ISGAUGE).STRUCTURAL STEELTO BEAT rxrxmSMIRUON -O O `LFAST.I2S THICKANDA36.ALLANCHORS INTO METAL SHALL EXTENDATLENST35CREWIHREAOS BEYOND 'p
• THE MATERW_i108412ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR410 S.S. OF
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TABLE 3A
aWman Ca Na TaCY CAPACTIY
Opertllg NflaB1((v1dYt86YW 1fs OIri19YmB)orOPeaIfIY NeI81RlrX lrMmrl0ty9peRi191Miu6) ANCHORAD• FO��
mb mn 706 mb mb fmb 1IDn Hoot imb ( ) rANCHORCAP._a,�
It276a Imelmg�ls TgYmsp. IiNpta TeplydaO ReaaW Ta,IYap ft-.r lnP,-4 TtFReap {b[l.piv T,I1Ba9 tirsht.- Tp fte- wm- Rcw,Ytr ryml®o DP_X MIIWDN CAP.,__, 8
.37SAW0L 1a�B Im41V laa5t2 lan4tV 1a>dq 1aaMg faasas laaBry 1aal�O -ft Un q 1a�q ImNo L."m L-c . LAnbo i L� oeY w
TUDo �-p �p �ea �S � � -C =ANCHORCAP._M
pB gg C afi 6 q5 yyE y$• 6 gg g g6 B$' 6 5s 'pp6 yp qy6 p5 6 qB Ss 6 q5 s$ yp� 6. qS SB E B 3p6 qp6 6 $$8 gg 6 N
3@ dP a dP 3 2 € dP @ QP s@ @ d @ 2 a dP §@ dP 3@ Z a@ GP u d d if 1d H [ RmuiTHE CHORCAESPON ING N ry� }
RC-DUIRED'CORRESPONOING Z F
42b IM. m Imo tat IMX 7N Ina 47e IMA ® Ina am 1T" m M. 6H In. I'le Ina San -A Im -I M14a7 I= Ilea M -A Im I= 521 I'll I= Ina wTOAN ACTUAL PRESSURE � LC
46b 170.01 MI 1170.0 524 IM. m Ina m Ina - Ina m Ina Im ITao BN tsl.e 1tm Ina 6R t]ee t139 1Ro m Ilan 11]B OBO m v1J lla2 tA0 ® lit Im Una NY RI�UIREMFNTPORTHE
OPENING,WHEN IT IS LOWER 7 =
.-W Ina 7t1 Ina m Ina m Ilan or 16TA I- 17an W 101 1032 Ina m I= 10E Ina TIT 117.4 1.2 f]a0 m IRA 1- Uao Te w fan Im. 7m 734 I= flea m THANTHEMUWON CAPACT' 2 Z
Nb tm.a MIran 612 iN]11 mI JIM.1 m 62 13 507 I"? Tao1=91(W M51= tors Gar I4 114 Sal W 141.1 No can W I- Tm eif on, tae m BOa em um 1m (FROMTHETABLE)OFTHE W a Q
SELECTED MUWON.rrvnLL m n
mn Iq.l 739 H1.6 US 1OA M I= 81f 1ms m man m m2 m I= m M4 73! M5 Sea no 7D 9i1 Sre MA 735 BIA 94 SBA M NA 574 "1 735 '�n1J STt YIFLDA MIN04UMANCHOR D m W
Bab 121A m 1.0 do 10I.0 ms IIIA 557 dA m 50A 547 » m adf S11 Br.] m -I- (on m 78s - 566 m ma w tls m me 621 at m .tu 621 CAPACRYWHICHMAYBE � rA Z
9 USEDTO OUALffYAWR10WLL 7 CJ O
met 100.0 W 1124 M2 8v3 ear W1 511 7i7 ml esa mt m.] Bw MI 4M Sao w TA m Sao BW 67A m 441 our a4 Re TA mr - m ail BO] 821 04 ANCHOROPTIONSFRDnDNAMTHE Z U,$ "0
T2h eve 5f0 M. au fS0 510 T30 434 Set fa 84J Q6 51.0 510 STJ 4H 4M 510 SSa 413 an 510 5a0 4m No In 45A 4m 242 SIa 4t.4 am 25A S1D N] >ie ANCHORCAPACRYTASLE. j JO ¢�
Teb BSA 4d -5 400 6i6 4m N.T 3•.Q tie 45e mu om a4 4d te6 m ale 45B un an .3 45e 412 Sm 2B8 4m all TB2 Z4A 4m SB.O 359 21.] 4x SiT 318
mk. 8/2 /Sf ma Set Sla 43 S6A AA 459 433 40.e 368 40.1 4]5 4a7 380 M7 435 40.9 355 32f 435 XI ml Rae 4B NA au 22a m RB dl 20.I 43s 92 m ¢
San 41.1 m U.1 Zia a4.s m X. >ID 2HB m SIJ m 1 l m 2l3 m = m 227 at m m a7 2A It... m 21D ffi HJ m Ina Im Z m
Q r- Z £
Mb N.4 2N 3al 2n 247 >m 7nB 252 248 28! ffi0 21e 215 2ffi at 2N tal 23T 2aa 210 iT.2 >m te3 m tlf 2e) teB 2]2 ~ mpu an
105b 242 rll 21.7 2m ZQZ m Rae 201 17a m 160 1N ta1 1tm Im N Xm 8
111 b ]2.a 219 9.7 1N I66 215 1.1 181 139 215 IBA tm ID
fmb 11.6 IN 17A IB7 F IN m rn
x _ 3
Z o 0
ABLE 3B g aOaN,
Sibbat¢ 2r1 ]tmveY am mlv. lboetlN FOaeCb11 mWaoB YeJ 8 €€€€€€Anchor arceorryPa y16•rico vl Eb anl0ewa W1rwr b.A
Cnpa00y I�r Uo-asn lmncmr. Imamn. lmwi tmcm um�. umauu ftW- uoxm AM-mm pQ Bu rA s (m)(Los) r#a.�ce OaI r at/z r at¢ r z-1rr r alrr r z-1rr r avr r aIm r avr r - r a- ax asr PRODUGTREVISEDPylnyy withNe FIaH4aW }Vr f-W 1-Vr LW NW 1-1M rlOdIMo. Kalb rAn Blab moos 2mn a5tb TOb ASSrb Bmb - mob Ba04 Nlb tRlb mb NOA-No. 20-0406.03
4mT00b 1W1 WA 3a)b 12mb 3104 WA WA SSOb WA WA WA T404 WA fVA WA WA WA 8e24 Ba54 1fAb F�1latlaa Dab O512612O2B
GTmho,alm:n5An&Qlml(Ra 7mb ran2mb1T40bdab Tmb 4mb ]40n Nab tlmlpa T40b mb tee24 tffib msb tfYlb
A WA WA WA WA WA WA WA WA NU1 WA WA IrN WA Hes WA Wq WA 1VA' WA Net Tlsb sy1ab140MI m�� evc2ARtv3®t.1S Yh O.G/Fapli#BS 2lab SSOb NTA WA fmb 6nb 1854 WA WA lmb WA WA N!A oNb WA TVA WA WA 1VA dtb 4Q4 tmb
NOTE FOR THE OFFSET P, SE E E HOR PATIERNANDANCHORV ASTHESTANDMDCUP. C>CIRCLWVALUES ARE USED IN THE EXAMPLE ON SHEEr24.
FIGURE 1: • FI�RE2: . TABLE Nf7TE5: \� r
1.00(r
1)SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHE7TS 2-0 FOR GENERAL INSTALLATION METHODS.
FIGURES'.
2)UNEARINTERPOLATION BETWEEN MULL LEIGTHSANLWROPENINGWIOTHSISALLON/ABLE
`��`�•�:'�,
3)MULLION AND MULLION CLIPS SHOWN ARE NOTYO SCALE FOR E)(ACT DIMENSIONS.SEE MEETS 2TIiO" 10ENSF
Z Q;'
HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. Na 58705
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS = *.
ANGLE CUP MUST BE USED IN PAIRS
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FlUID
FIGURE4: FIGURE 5: FIGURER CONCRETE BLOCK UNIT(CMU)SHALLCONFORM TO ASTM G-011WOOD SHALLBE PRESSURE-TREATED37S �7-)3 �'•[(T.
YELOWSOUTHERN PINE WTTHAN SO OF 0.55.ALUMINUM SHALL BE6063-T3AND REA50W"OF.125• � O,p••. SATE F :((,:
® THXT.125' HiCKANUBE AIYINDIIAIGRADOMETA.SHALL BOEN ATLE}T3 SCRE RAHREAD BEBEAT
YOND ��FSt•
• IFJST.I2STHICKANDA3SALLANCHORSINTOMETALSHALLFXTEtmATlEA5735CREWTMRFADSBEYOND rX2.]SXJTSYt1WON ��,S/pNALE��.•
THE MATERIAL 8106912ANCHORS INTO WOOD MAY BESTEEL I"SS OR410SS. ''`t33
A LYNSi�I L RE
FL P."58705
t '
TABLE 4A p
MuMwl c2pcityTable msm ANCHOR CAPACITY a
Opati51p 1Mdtlt(Ior10r9mSlbPP1a4r0 rta&O84)OrOPNIF10 HaEgM(6rtlwimlmAygaailOmhc) ADJUSTMENT FORMULA:
Mh Mh TaIn mh Poi. IMh wh He In t®F
Itt�cbd a Tr1INmTda�a IbadpSa Tr�OriaR RstaV4a Opmaa fLWVNa TiYTda6 RBam�Whr TNYrd'R Rrdaoa' TnPlyd.a Rcrotr TnpReaq. i» TrgJTMg Bsfaytr �T tmOia+a ANCHOR X/MU1T2751 m Lna ras t'Ga Lma t-a 1' a Lm&® lawn tm0 1� tna Lang lsa Ln6g latlra ON A.e \ s;y¢eAtOAiuM (=
E
�
raw n &yS €..€ a €.. yz €.. €_ € €_ € €_ € a € €_g € €_ € L&• g yF B z' s =ANCHORCAP.�
w®511 � V � S � �� u }a gio g ag } ¢� ao a� g ¢ 6� �� cg I uo � � 4 � USE THISFORMUTATOOBTNN n o ui
o
s� THE•AHGHGRCAPAcrrr vj 5yq & >a
g� '1 1 � 1 fit I � � s �� � � � REQUIRED CORRESPONDING Z 3a ~
TO A ACTUAL PRESSURE O cc42F MI Bm 1R0 4W 1= 744 !Tao I'll I70D IIM 1R0 508 f70A "I Vol Ste 17a0 lice 1700 521 17U 1210 17U 521 17W H85 MO 621 IMT 16m 1= 621 1a9 1Sm Im Sit REOUN IREMENTFORTHE j O
NF MI7D3 MA RI IRO Bm iR0 Bel B92 t1a0 IonInto 11m Mn681 IRo 127I f1a0 STT MO 1117 MO ea N1.7 017 110U0 Mtm3 1117 1T0D tm ta] tIR 1R0 ® OPEMNG,WHEN ITlS LOWER D
U
MA251n 17a0 TQ 1R0 5M 1mA Se4 iRa Mt IRO 1N0 1R0 e81 mo ITO Rao M 182S 12m 17a0 TV 148D tmS 17a0 1M MO Ong TRIO LM IDIA 12M Mo 7M MA I= i70D 7M THAN THE MULLION CAPACITY m
(FROMTHETABI.E)OFTHE W
SIh 1R.0 TM Imo 012 IRA M IRO eat IRO Ilia MO 754 fai Ilm M. SM I= 11m 1R0 BM ImA IIm MD Bm IOU It 'Mo MI Mi elm T/a0 MI 75D Jim 17W Mt SELECTED MULLION.TWILL m � 3
60h 17D.0 M 1T0A mt I4a8 Bf6 1823 WI 12U B15 1N6 70 10Bd WS 1=1 735 Bid 816 1218 im M.B pia 'm 7m R2 W6 Ill{ To se BIS 1HA 7f5 61D WS fIM TIS YIELDAMINIMUM ANCHOR F-
ob W
1st.e MO 181A 710 12as ® 136A lal ta5 Sm 1II2 M1 9Le MO IH 5m BM Mo I01A m TSB MO cal m MD Mo 91d ae U2 MB 91.1 W 47.4 MO SLI Ste USEDTTYWHICHMAV6E fD Z
{ USED TOO HIGH ADDITIONAL 7 C7
H MF IMI T61 uno Me ltDA TIT tine MB W] FIST 105D e71 MS W Mi $14 M M Sat 05 a0 TIT Sl2 WO MO T57 WD 6W 472 757 Tat W7 /u Ts ie2 fBt ANCHOROPTIONSFROMTHE �0
a ANCHOR CAPACRYTABLE N
0 mh 101.7 8$ lag 562 M.0 m Bf.O 5W Rl 0iB at Sm ae d T22 521 865 MA MS stl aB MB 5u 6f/ 421 Bm M1 M. 35D - s5] 4M 31A em 6S2 4M ] J O
2 Rh as MI WA 18B a1 571 R5 4M MA {7B SL1 571 BOA ql /0.0 M1 Md 464 432 STI 51.8 450 3fi0 SH 4TD 451 30.0 571 IId M T7d 571 IId 415 Q L N
WF a5 w M.4 04 a7 SO RA' 4M MI W at 455 a0 SQ M7 449 44.4 W 51A Ni an w Qd w = w Mo m m mIOA m MD SO 4a1 4W I- Q on +a
$F 621 4M MT 30f 42.4 4M 4 4 3M M2 4M Ise 349 mg4M = m24a 4M ni ma Mo.1ST = m 2V w mi w in,IM 2af = ISO 4m Ed mgQ N HHuu2 m
$h 429 3M 44.1 3i5 OM 372 314 MY m >U mD AS m me I04 m = 2a1 3m and Sm IAA = 1T9 = m MAsa MIB2 IIN N Xp �O O
IMF m.f 2M mA 2M 2a1 2M 25A sst 21d 2M as 217 I- 2W 1aB 2H ta7 2M 1eA 2m /i1 2M 195 W W n
111h 27.8 '2M 28D 242 at 2M and 2M 145 28/ 248 95 iTD W I"' Ot fi4 2M 153 2T8 N N y
lain a0 2m a] m9 T. 2m 111 2M 1a7 2m 1821 m2 T~J 7( Q O O
TABLE4B au
SwreoF. zn O'vem 3t mcm. ..Oc'. 1F -u RreStlN PP45boe
Anchor AmMry 118•Elco WEIw ufs'OeW/N Vr DAVaI fi116•Dm Y16'Bro vl•E]n vte'bWaS WOW.OII v4.59lTca a16•Bn Wss Dn no SW M2- WSW
Capacity t�sm ITnrm uTs'H lamaom ta5aam toracm ug-o Ia�nr 1Btrsm4 AM_ utrpron Aggr_sra..m srn.(rA snaa(cs) PRODUCT REVISED
(Abe) rAI4N5 Rvt'c'MY r ?IM r I Z- I• 2-IT r 14? siW r bill 1• bllC r -w t• 2.1?I T I -w 2 a4r oDl• a33f PM on vdth lha R,Hde
FsttrQmtPn[ idH• IdK idfP 1d14' I- 1d1C Ldr4• 1dI4 r 1-vr 1.Lf 1-vP 4w INC Lw 1-w 1-vl• 1-w 4vr 2 I3T idle• toad euoamBcod'
2AncMs®4.T5•We 0.GISIadmOameap(Fa.1Y 3mb 3Wm 45am 8$m 910m Mom ZA Im emm 1BNIm ZRIm 2mb 351b Tam mob 3RIb 3mb Mob mom ®Ib BIBb 341b 442m W. HOA-No• 20.040&03
4 Ammo42t.t3tIPt GG/SIWdrN ImLOa)llip(Fla 2j-1m ToOb WA WA 3mb mft -
c.cm WA WA WA 3mb NA WA ".Al@ WA WA WA WA IBA 6Mb W. EO"..nO.tn-040 2026®r Hb10.0 I(2)W Aran GP 1(pa 37]BBb Tab alb 1®b ®b 140b IMSm 610b 6Wm WA T®m 810 a� tisob TOBb eAom tWnm mmt1Db //�5O.G 1 v AWn.f8Aa4A IT'F.4) WA WA I1Lt WA WA WA WA WA tTA WA WA WA IYA WA WAeyI ti1 Axml (Fl05j t$m t b OIIm 1Mm 4$m BEm Tmb tom 177b 90b iMb 2Wb tMb 3IIb 4nb TIOm 221b amb Nlarn •e roduct Contr'2M (jI.IWl-O--p1Fa. 240m 3mb tUA WA 1Mb WA WA WA Imb WA WA WA fW t'A WA WA 301b 142m 5mm
NOTE FOR THE OFFSETCUP,USETHE SAMEANCHOR PATTERN AND ANCHORVALUESASTHE STANDARD CUP. C(RCLEDVALUES ARE USED IN THE EXAMPLE ON SHEET2A.
FIGURE 1: FIGURE2 TABLE NOTES
--I 1.OD(r I--
i)SEE SHEET 1FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON IlUAgN0.
• SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDOR OPENING WIDTHS IS ALLOWABLE f
`Q Y LYN
FIGURE 9: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXAITDIMENSIONS,SEE SHEETS 21-23. 275P
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIIBENSIONAL RESTRICTIONS SHOWN ON SHEETS2VZ1 .587P + �%
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS •,9
=�: No. 8705
ANGLECUPMUSTBE USEDIN PAIRS. 4)SUBSTRAT7S-.CONCRETE SHALL CONFORM TOAC1301 SPECIFICATIONS HOLLDWAND GROUT-FILLED ./ •:*_
'1 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL BE PRESSURE-TREATED -D;(�(•
FIGURE&: FIGURE& FIGURES; YELLOWSOUTHERN PINEWITH AN SG OFO55.ALUMINUM SHALL BE6063- 075AND SEA MINIMUM OF.I25' %�1 2
THICK STEEL STUDS TO BEA MINIMUM GRADE33 AND.04STHICK(1B GAUGE).STRUCTURAL SLEELTO BEAT %O A OF
® LEAST-126'THICKANDA36 ALLANCHORS INTO METALSHALLEXTQm ATLEAST3 SCREWTMREADS BEYOND 1•X2717)("M1111ON i�((S•.,�ORIOP:'G\���
• THE MATERIAL 0108612ANCHORS INTO WOOD MAYBE STEEL 188SS.OR410 SS. ��iS�ONAL"'E�INt`�`
A�ILhUI"I""^:P.E
FL P.E.058705
/
TABLE 5A gg
SNtDOn W e TxbY �3� 9
Opanhp WtaN((ar;;; yepm m-am-)-op-ning H-Qm(iorhmLmlaeryeTIatilBOSfao) ANCHORCAPACITY C d z
Mb Mb min Mb MI, loan tmb HOB 1Mb ADJUSTNENTFORMULA: 9
Rsvger Tmnftp ReOupfr 1)199rsmg RstagN nfp/Bla®. 11 TgNI51vp t5lcinpir Tipnlat; Rompfv 11MtOaa taclsi4a. TnyRAeg. Rxtrpfs Tnyravq 7 i4gR4ag (ANCHOR CAP.,am,l > GK
1'x3.125'x ® IomN LAmV lomN Looft Looft Looft tom® t�6 Looft Lowry tn" IPm9 Loon. U-ft t4asq Loft lamp �)X`MDWQN tlLP.,ev,/
A0ai'Alan •.. a a po.. S a n 3• a z• a S• a P P P S n P �• r ..a �' a §.., =ANCHOR CAP.m ¢
It
IN
gggg� p ,@� qp gd s� gp a� V$�• s� ��p g� .g� yy gs p gg�pg}gg qp Ef xy� g� p' g pB p pyA gp�p3g. USE THIS FORMWAM OBTAIN e O w
s$ 2d s� d G �d s� a` s k� $� s� X1 3f 4X s, ad h @ s� 3 s� a` s 's'G. d� a if a 11 St d�3 THE'ANCHOR CAPACITY Z ��
REQUIRED'CORRESPONDING O Of
Qb Ina RO 170.0 4M Im.O rH Ina OS Ima m Iran tan Inn OR 1ra0 $19 Iran 1115 17MO Sh IWA 1240 17MO SN Iran 1445 thin 91 fra0 1715 I= 521 IRA 1= train 521 TO AN ACTUAL PRESSURE J O
.1. 1m0 in Iran ESN I= tM 1m0 5H Iran 92 MI ®0 Iran 11E MI MI ira0 1275 Imo W Iran 1417 MO l® Vill ISa Rai➢ !® tE.1 tA] Iran ® tI52 Iw 1m0 Wo REOUIRBAENT FORTHE 7 =
OPETONG,WNEN IT IS LOWER K U
SOsmb irOA ]I7 N4n SM 1"A an I= MI fmn IMe Ian m Ina I'm Iran m Iran Im Imo 74r im.o I- ma m H1.7 1- Inn R5 1213 Ira Ina 7.8 /M5 UM 1nf0 78 aZ
THAN MUWON CAPACITY W 'oa
5tb 170.0 nl 1n.a 612 1n. M 1700 MI 17M III. IMO 754 1ra0 ta4 1ra0 507 iM1 1401 DO w 1495 Im frao SM 1218 1401 1hai0 at 1M5 14M I= W 014 Im 1mU 551 (FROM THETABLE)OFTHE III
SELECTED MUWON.ITWILL
Mh Ir0.0 an Im lot in.0 Im Iran m 15" 11f5 1mn an 1.3 11% 1WA CM ta3 11M 15fl5 M7 111A ItM 1447 Ha @! Ilm 1113 9M M.3 11M IH lea M4 11M 1415 ® h W
YIELD A MINIMUM ANCHOR Z
Mb 1n.0 Bra 1TOD r45 159a IM9 1T0n IN. 1M9 tun 550 tifle IOW tsfl t45 iMD IOW 1520 OB W4 1M9 1255 ® no I= 1193 W M5 IM9 - M9 599 1019 1159 M9 CAPACITY WHICH MAY BE
Mb IMO 955 1ra0 759 0&0 SM 1513 M4 110.1 tm 1rx7 M 1013 M 121A 775 tag nS 1t28 m M4 Y.5 1M4 751 MS m as 740 59A am .7 740 521 m 9" m USEDTOQUAUFYADOMONAL Z W ..W❑
ANCHOR OPTIONS FROM THE O.
3 nh IMS SM IM W 1WA SM I14A Mi MA MT 101.1 M MO lxn 9f3 a% 71A ta] M9 M9 043 M1 Tas M2 515 era r22 'D 419 Mt 548 w 4 l xm M7 ® ANCHORCAPACITYTABLE. M fi Q
mb iM1 721 114.1 an 9t.0 TA WA BIB ra0 M Mi MS M3 n1 i55 SM 50.7' M IDA 5M 54s •M SS4 5N 40 rtl, %4 �no 3&0 TN MS MI 3m m �mi m
rah f01A M4 105.4 529 842 04 W4 07 a2 04 70.4 SM 611 5M ]nA 55/ 511 M4 MA SM SL5 W 59A 'A1 at M4 511 Mt MI m 513 m WA M4 M5 M4 Z
9Db BSS 514 Wn 4M 513 MA n3 415 4]A SH Mn 410 41.f 5H 448 4A 00.5 SH 4a5 4a 32B SH n3 Q1 aA SH AO 412 215 514 M4 4M 2" 514 AD iM F lO Z m
Mh 512 44 55.r 4M 412 452 420 m X7 44 40A >!m SL4 OR OS4 m4 xfl1 4M 02A 175 VI V2 M3 n0 228 452 ms MW 144 4W 242 ma 189 452 ?L OS to
1Mh a5,1 157 M.9 372 51.1 037 02T E7 az ET M4 M2 an a9 m2 ]M a.1� 2ST a) ]M I.. M 2n5 1® fi4 E/ 1(I.0 m0 11A 0R 1(W m1 its OM i10 24] W
Ill I, 9S1 O70 35.5 >OS 291 >E MI 001 25D 091 20.1 ma ]m at 2fL I45 >m ms 2M 1]3 >E 19n m1 Ile OA i(LS De 12s >n 1U 2A 11.0 0E 1>e 25 F pj Y Y
M
tmh a.7 7M mz mo of m9 ai 29 145 2M rat m5 173 259 tflt m I.
259 15] 2W 1xe Ile Ma 11s 289 125 Na fle 2® 1f.4 2M flT 2® 10.4 2n O 7{ Q O O
Z N 0
TABLE 5B g �
BWstru's: 2a fimieta MOrcrele 19 tM. -mu FJN CIfU RY.boS IIOa
Anchor aRS Dm WDro 3n4ne5V+t WneWdl SfiB'9m 916.9to W@a Y1It O.WeO VPUA'An 111Wi Nifi•FYa-WS xln5lem 11129 41251e3
C.P. A¢t' 1>a- tsum.. leixa» anew uuam lmsm Io- lwo. AM t- Aaao-S (W So o,= Sae.tt�) PRODUCT REVIBED
By p1Y1ng Mth tha Flonaa
(09) Fnw Ohlac.O�S V zlV C - P 2-tr! P 812' 31/P T 2-1R T b1? T ?1R T 21? Z 1W 2` 4@ Obi• nx2P loading Coda
ElcaenBat OAS 1.YP 13'P 13'P ISP IS'P lYP I- IJIP 2 YVP 1-1/P 1-VP NW I-VP LVP t-VP t•llP I-W LW I WS 1dIP raw NOA-No. 2043406.03
2ArcAut®4.n•t4h4O.GIStvaa5m06sM®PlF4.1 EOb 310b 4Mb WOb 91Ob tD1b 2m4 nab I(IHb 2n4 287b E4b 74nb - - - 5Mb Wsb W. 94Bb Mtb
4Mclv0®1.1S MtP .G/Slvnlvala'ORe06P 4MIb 7Mb WA WA amb 12Mb a0b WA -W moo
A A WA A Mb Mb 1SWmbb E1pinHon Bata D_$N2612O26
OG5 /Iq2T
4rt ®TM 2 1Mnb Slab 6atb 10A mito 4M4 NOb 010b Imoo NSb SMb IM2b fe2b mi. 11mb 15Y I/•7
]Art3v4®G@10n QG/LLOPY44.f24 AbPIFg4T WA WA IVA WA WA f2A nV WA WA WA WA WA WA HLI WA WA tW WA WA WA WA WA Innb Mlam oT-0 PNEYst Coabal
1AA 1-plFlo EST feWb 195b 2mb 4454 1Mb SiSb fH4 4Eb Bab lEb 14ab 1T4 9n4 tEb 1M4 1M4 29nb tHlb >sb 4T54 Tab 2214 SO4
2Ms 01.1•M 0-FOp BT 24ab SMb WA WA 1Mb B10b 1MIla WA WA WA tHlb IYA WA WA Snb 1VA WA WA WA WA M14 4Qb no.
NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN ANOANCHOR VALUES AS THE STANDARD CUP.
' F-tA00'-N
FIGURE I: FIGUREZ TABLE NOTES:
1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS
FlGURE3:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3.125-
3)MUWONANDMUWON CUPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS,SEESHEEI521-a `�l'�•UCENSF (('�
• • • • HOMSTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RFSTRICLIONSSHOWN ON SHEETS21•Zi C';' '••
FIGURES SHOW SUGGESTED,APPROXMATE HOLELOCATIONS Z*. No.58705
ANGLE CUP MUST BE USED INPARS. 4)SUBSTRATES;CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED '60P - =
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM G,98 WOOD SHALL BE PRESSURE-TREATED )3 Z�._
FlGURE4: FIGURES: FIGURE@ YELLOWSOUTHENN PINE WITH AN SG OF 055.AUMINUM SHALL SE60SLTSAND BEANNNIMUM OFAW -Q •NN7�
THICK STEEL STUDS TO BEA MINIMUM GRADE 33/NO.0WTLOCK(18 GAUGE).STRUCTURAL STFFLTO BEAT I"x3.ThTX YUWON �.( 4f,
LEPZr.12W'TCK ANDA38 TO ALL ANCHORS IN METAL SHAD.EXTENDATLFAST3 SLREWML TFADS BEYOND (CVF NV WON)
FO S'-•
THE MATERIAL Hai 8312/WCHORB INTO WOOD MAYBE STEEL.168 SS.OR 410 S.S. ''.STONAL 6N.�`.
A L�tJ'UMILIg P.E
FL P.ES SUDS
TABLE SA
Mu00f1G eOyTaDb C
ANCHOR CAPACTFOR i
OOm"W1dD1(IOISetl�rtif0 lrrDuO)orOpen•1p HeiOM(TalOd �mrrltM 1111OWG) ADJUSTMENT FORMULA.
win mh mn win win loth lob 14ob fmh F
1ru.+e90s r•Wn1a6 > a Ramat• Tmtttet& mm�d•6 I+ n* nMnp6 1�+•a� TnWnrb R�ror• nmlmvB. fir+ irapme6 nat.�0as t (Dw)x(ANCHR CAP.e...)
a
MUWONO CHP.,e,�, p
111Ii.125 Ivataq fmmi9 L4ema LmfO loedp9 Ipa•p lori9 Ipe•a Imdry
Ma�t� s qp�g�} p¢�� p¢�� gsg�$g'yp pg�$R 'gp usE nBS FORMuuro oeraH %.o uyi
da 2d d @ dd fl 2& ad se d d �@ 2 g d 1 sg 3� S@ 2 4.1 a 3@ d� I€9db` h 8 REQUIR 2,DR CAPAPON z ~
z aEOulaElr CAaafisFONDING z
42h Imo m lion als thin TM inn m imo ® tmo Sm in. v1a0 519 Imo life MO W 170.0 Inn Inn 0 lion 1495 Imo I m ttn 'mitrul 6T+ In. Im thin at TO ANACTUAL PRESSURE
REQUIREMENT FORTHE J O
45h Intl 7m ice R4 tin e50 too w ton - 1m0 em In. it. +m0 mi thin I= 1T0.0 m Ims Im In. 4m IX3 tam Imo 680 1112 != ROL UID W2 I= tint 6lO OPENING,WHEN ITIS LOWER 7 �.. �
amin Inn in ino m tmn em Imo Wt thin I= Rao mt thin tin In. m 15a+ t i Imo TB tIn Iol +hit T56 tnt 1SSf' 1hi0 7m tm4 12ai Imo 7m WA rol thin Tm THAN THE MULLION CAPACITY 2 Z
(FROM THET Q
an 170.0 7B7 Imo 012 lino i31 1hi0 5n /Tao 11I5 Imo ]54 15M Itm Into em 1W2 11m Imo fDT taA 1150 lm0 em tin• 11. fiat ml IR2 11m i1a0 ae1 TJ2 11m 1TOA ea ABLE)DIrW1 m
SELECTED MINIMUM
bon +Tao rids no.o mt +m.i +ax imo iB) 1429 Ion 1lt.t e5x Tat lax 14d7 ws +n2 fax loos rot Im.o lax 1aa2 mt eu +a2 >%f >W nA Tax tat im Las IOn naf is YIELD AMINMIM ANCHOR
Wn Imo 9x 1mo 745 1512 m ins Ma On m Ha4 7a 1taA m Inn m tme 8'Q t21A m aa7 = lin Tm 73B 99x IM41 70 an em imo 7" Y7 mT TO n TM CAPACITY WHICFI MAV 6E � Z
USED TO QUA IFYADDITIONAL p
v mh I., wthin ins tvA arT 14n0 ie0 not wi taaa me I- m fn7 t9 W.. wT foal maz7 iRi tax to an •n m.f na ateD an m a2 an wn m ANCHOR OPTIONS FROM THE
72h 1a5.9 a9 14ZT TIT IiM W t2+.6 IM WA W Ion Tin BL9 M m m in w at m WA e49 w m an
-I wA w72A 65t 42A a9 7L4 m1 ANCHOR GIPACNYTANF G W tt
9 78n lin m120.7 665 almtM. m m m0A a0 TT2 m eo9 to a2 M 742 o2n VA or m2 e/a 431 m o1A mS 1. M M M Sal M NA 593 J N 8Q
2� 7eb 1mA ]24 111.4 W4 an m wA fir in m e2A m9 ml m l4A m mi m fiat m+ 5a4 m B Sea 4L5 m Wa m Sex m w anSW SSA Tx QS m Q -I - o
inn sae w 71.e m 510 w W 474 4U WS2A " 415 M ¢t 4m n m Cut 44 x.e 513 w m on w xA 4m mw ml m 03 w m.T ® Z Q ch
z m m
inn WA m mi; 427 Ira 4m 4ar 4is to m az 02 axe 4Te S55 4m 3" m x4 4m a7 4m 72e on 2L6 M Ml am 2n 4m ae NO 17. n0 212 ]]9 N N
imh 4aa m 4t.i xt = m xA m m m a0.0 no az m Zeb m a1 m xA m a1 m xzA ]1T 188 m 19A 310 14A m 1T.t as N r- g
H1 n ai.i aS1 W.e m me m 131A ate a5 m U.8 313 az >9 ZU ]m 20.8 m a0 ]m 7.5 ail m1 La tx4 a6J "A zw N p y oj�
lob 29a am 2tIA 29• 2l5 >m ai xT4 x1A 3m n2 m 1N am 1(n or tea >m v. m I- m
X
+wb 1T.D 2f2 1T3 1m Q.� Z 0 Q
TABLE 6B
seeeml xae� amcim as fix. 144n t]tn w•faly PrVAOd a1w 'T a'
Anchor aM6'Etrn Wpm a'I6'lkW4l WO4We0 BNT• an6.61co we aNfTDAV4B veneV40 of S9Bw N1S Bm--Bin•06IN w2etal on61•i o
GPaetty Lioc•n Ger4n t1coo- utoa +mom U,c tDn 1nRopl. Un-co• A9yeon, Ub,O A9paDtiv Sc-M SNe rA Bae,LW PRODUCT REVISED
(ma) E49e Dss•�mt r alrr r ?1? r 2.1? r a1a sac r 21!? r s1a r strr r avr : sw r a� aa• �' eolim e c a 1MM a•Florid,
Fm5e5rcri t3'4' 1Yf 13'` tart talc l_ -C 1- Z 1-I/r 1-VC FVP f-w I.vc I.- t-W' 1-va• wa• I-wC-A
• IS2M t04.1SMb.D.G/6bNodRClbetap(F¢I52L amine a9ob 4mb Bmb Mo. mb tab M. 1w. M. 7mb a bn 70b ono Grob mb 6mb W4b Gab 442b Smb HDA-Np. 2D-04G6.03
Iona 7mb Smb 141Ub mb I2mb 42Ib IT20b w24 WA Ib WA 50b Omb 70b 51Ub100b WA Bmb5e mu 1120b Explm0n0 Dab 0512612026
on. 14mb WA WA e4nb 25a14 I— WA WA WA T04 WAWA NL1 1aWb NN WA WA WA4 T170bTMOM Tmb =4w 1560b no. 1— 40b '140b 1 60b 5mb WA Tmb 4Wb T0b BIOb Itmb T48b emb Bmb nAbByeArrm,OSYiAO.G/T-0TaSAgeOp/(Fp 6?Itmb It..Dab a04 900ns tomb ® 261ob V444 mob etnb WA b mm 111nb 1mb w4om 11224 1mbb ta9b 1f91Db Mbm ,dpT-D PNCo[t Co,4v14Mcim t➢0.4S ANt 0.GlUCSA Yfo.t24 AOm11gT1 WAWAWAWAWA WA w WA w WA ILA NA 11NA m WA WA WA WA WA-no am. 2mb Tmb 3IOM MM 2101tA ®b 4IBb WA ?aloe NA alSb 1�•e m@e mc. ®b WA 401den M2m4ArcNh O.C/FOp(ib.BL 4mb '�OOb NIA WA moo 12mb mb WA WA WA mb WA WA WA lob NIA WA WA WA Be�b t1Ab
NOTE FOR THE OFFSET CLIP,USE THE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 100(r r
TABLE NOTES:
FIGURE I: FIGURE2 FIGURE 3: FIGURE4: FIGURE& FIGURER 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING SEE 11UUJ/
• • • • • • • • • rr
• SHEETS 24 FOR GENERAL INSTALLATION METHODS
2)LLNEAR INTERPOLATION BETWEEN MULL LENGTHS ANLLOR OPENING YNOTILS ISALLOWAWF a,:VCFIJSE'•,C�
3)MUWON AND MUWON CLIPS SHOWN ARE MOTTO SCALE FORD,,,,,DIMENSIONS SEE SNEET521di HOLES 40Dr *: No.58705 .P
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23.FIGURES SHOW -
FIGURE5: FIGURER' FGURE7: SUGGESTED,APPROXIMATE HOLE LOCATIONS
• • CONCRETE
CONCRETE)SHALLHALL CONFOFORM RM
TOAST ACI 1 SPECC-90.WOOD HS.ALL HEAWAI�PRESSURE-TREATED YELLOW
��0�. STA of
• • • CONCRETE PINE WITH
ANS U)SHALLCONFORM TOALL B 606 YWAND SEL INIMIMSURETRTHICK STEEL .125
SOlfD1ERN PINE WeTN AN SG OF a55.AL111111NUN SHALL BE 6053TfiAND BEAaBN41UA5 OF.125'T10tlC STEEL '�FSI'•�ORIDT;.:'�2`
ANGLE CLIP(FIGURES 686)MUST BE USED IN PAIRS DOA38.ALL ANCHORS INTO MET SHALL EXTEND AT LEAST 36CREWTHREADS BEYOND THE MATERIAL#11TO SEA MINIMUM GRADE 33AND.GWTHICK(IS GAUGE).STRUCTURALSrEELTO BEAT 06K _ T S/�NA��IE�`1��
#12 ANCHORS INTO WOOD MAY BE STEEL,i8dS5 OR410 S.S. 1�UW� A LYNOiIUILLER,P.E.
FL P.E.B 58705
TABLE 7A
6]faDnca CiryTaale a 0
ANCHOR T FORM Y
OpatNBV100m Pat4ni®]TWm•itg mtis•)Dr OpanYg HegM(Tortmim14t9/pmril+g lm•Im7 AD,IUSTMENi FORMULA' ynyg�T� F
wm alh nm bh mi. Loom =Ia 1Nh I60m (ANCHORCAP.__ Y o
1 J4i375 Wwtmpls TnpinYsy Two".. tm'+.Wfr Tn,✓rMnn I+•41.01• Twm- R•ctmgdv wr'- Pe3m�i4v TepITMP ti•d lt•Tfd- li-gar Tmpird,N. Recta Tnplltls•. (OR I%`MGTIIDNCAP. � Y'
__ glmdna lmdl• tmd�g 1� Loedt 1m te•d•a $LI... L- 0 a-ft � L-ft $LA•d+• b4iN ts6�O LsSN L-.v I-&. @y�
Numb°o Sp• .5� 8 6 �g +9 � � S5 � � � vANCNORCAP.� N U
pppp �5g y � y�q g} �ys' pp pq �5g yip pp y5 y E5 }�4g sg yp 5 5g p g6$g 7p�$} b yq y�y USETHISFORMULATOOBTAW t--❑ W
E� 3 5@ 3 R dd R 3x Z h d ig d if d Y1 d1 if dd f1 24 1C 61 5l 11 SK d CSC 3d 511 1 31 o d THEANCr C.O CITT ZO •- }a
REOUIRED'CORR6PONDING Z ~
am 17a.a em 1n.0 4m tm0 7. fma Im 1m0 Al, Imo Sae 1m0 692 -a 518 Inc ftia Inc tint im0 = Inc mf Ino flee Imo a21 fmo Im Inc .1 1T0o 19m fmo R1 TO AN ACTUAL PRESSURE = a'
4eh 1)0.o M9 n0.a 524 no eal IRO 6N Ina - fma em Inc t1m In.o Sal Ino I- Imo w inn far in. ow tm0 nal Imo Sal Imo 19M 1no Sal 15fA DIIt Imo Sal OPENREQLING.WHEN
IT
LE J O
OPENING. RIS LOWER 7 =
wm i, Inc 741 1m0 Sal Inc e93 Inc mi I= Ida Ina Lai 1m0 +im Inc 7n Imo INS fmo Ta 1m0 li% fma 1al 1n0 two I TSa 15e0 loll Imo Tea -5 ill, Imo Im THANTHEMUWON CAPACRY n -� Z
Nh Inc M) Inc ale Ina me Inc all fmo itn 1ma 7N fmo aM Inc M Imo f/l/ I= em Inc I- tma e$ nln 1Tm Inc eN Im.1 tMD fmo .1 in. = Inc flat (FROMTHETASLE)OFTHE 03
ILL
Q
SELECTED MULLION.ITWALL
Wm 17MQ aW in.0 all t?D.O I= 1m.0 MT 17" 1210 im0 eM Inc 14D 170.0 No 1T0.0 1%4 Inc wo 1555 two ima fag 189 MN ima +tlal 1fIA fall fmo l- a2 fall im0 Im YIE(DAMIMMLMANCHOR
afro ima am Im.D N5 Inc lite Inc - Inc I= fno No Imo I- in. 1.5 1w7 Ise ima tale UlA 1S12 im0 1122 1fi.5 INT idde 115e tall INz I"A 11m cif 13Q LaTA ua CAPACITY WHICH MAY BE � Z
g USED TO QUAUFYADDTIIONAL O
Sbh lro.o BT4 In. Tan Inc nag 1m.D em 1mA fma fmo tool fans Im fno toB Lae Isn t®.e nu lane 14n 1]ae[-714
tat Nn Asa nm mD 11n i4ao nN ens larz 11ao uw U w
ANCHOR OPTIONS FROM THE z mO
C nh Inc loaf Inc - 1no 1275 Inc tom Lech I= f532 1101 132D fma fa9A 1m2 1173 Ina 1mA I= im 1]m tm.9 e80 Imo 11TA 1M4 MA IND IMS 1013 M I= 1125 1012 ANCHOR CAPACIrYTABLE •- W A
a+ roh Inc it= Inc mr lice tID{ 158{ tal] 1782 1IN tall Ba it= LIN iM7 - M7 It. 115a lea 04e 1194 INS ND 11N aA Bm ell 11N m.1 ® Sa.+ 11N @3 � J G.
a
fMh 10.1 IIN Imo W? 1]e.4 tt2/ +LTA Ste IIAD 1n4 the BR fma IM I1SD mt M3 n24 105D 9fa M0 1121 n s m2 H" mD am m] 1f21 M3 NI MA It. e32 ate F j N
mh im.1 BN i1t3 lal eat 8N 9l3 )m n2 eN S+ ]ZI aJ aM n3 112 -1 ea .5 '102 No W alA Oda eN 'J2 BM ]eB ea ea0 B60 338 W a7 QB - Z = Q N
Q pZ m
gem SKI T42 91A M T42 742 W2 64 aLa T42 a. 8.1 MI rat 590 all 4n.5 Ia2 MI - sae - ale W-1 IQ all Lac ]tA III ]9e Sm TTJ 7a2 m3 5Nf0eh aT.a Sal a18 Sm Sii See ne 521 N.T 6m {fle SI] m.1 29 ItA SDa N.9 SBB a] am ]13 5al N2 mt SBB m.81an 1n5Saezar111h a.e 655 69A63S412 ]'S {2J aDr m.0 6A ]9.0 Ial ]x.a SSS 312 IT] 2Je See ef,] Na al5 2/.1 su 20D 66e 21] ale I60 em 31 IQ x
12ah 49.a IM 19A 4N ]l0 IM DAD a2d >28 {M ]Si 119 me 1IS zLe as 253 475 MI 4al 22a {M 2l5 a04 19➢ 4M 21.1 015 te] IM 1&) ]el HS a5 tit 3e1 x Q 3
1Nm 2B.1 NO MI m� 0 a'
¢TABLE 78 1�X
an abcn• as o.,. InbWU FeWQAI PflYo•0 udm d � �?'
Anehar Aab Yttr Dm iM F]m m1e•1.xzn ta•orw,n 5'la Dal -r• u.•f-ra yte o.w•n 1N•Omat ur sv lea S+P faro va•ss ao .fa- n2a e¢em
capacity11o2em Ill,rn+ Ila_ Mlna,n Ut- 12 111- Ua- tA,- A>a° +°'xm+ Acgc v G-(G5)a-(M G-LG5) PRODUCT REVISED
phs) E40a 111tY2•Mk 1• z-1? r 2.10 r z-i¢ r z-trl 1LC r 21? r bVl 1• .'�- 1• 2-VI z Stfd• r o.13' a.N 0>2f' PMnB vAth ilia Florida
Fmol�nett fat +1N• 1�11• I�If 13N' WTI' 1VI• 1JI� 1a/C r 4L4• FtA• t-W 41N• 1-1fa• I-11P t-vr 1-W 1-Yf I.1A• r 1dS 139' +•b Ha1lEing Cod,
zARm.®4.)s Nvl aclswm5orm],IApPltet mob mom calm mom stom mom mm aMm 1664b =28 �b 3Nb Tam. M-AA
albcalmNo slimNOA-N,. 20.0406.03
WAaclm.mmLooT+N0p(n6 1alb 1mb smb ulob Ia➢b +mom calm Irmm mzm wA salm Ww amb alum +oalb wA ®Db xu mub emb nmb Er�lr•tlpn D•b 052612026
Balm tim nn NA WA - 25mm Tqm Wq WA WA TWm WA WA WA WA WA WA WA tam 1-20 2MmMos m ®b t5alb ®m 120m -W V.. 1®am e•m fialm WA ialm Bab 11®b 1Mb Balm imQb 6mm aman +imm6A ®SMIAa.G/I273OfA/ 11mm 1®m 9Wm amm Imam fi90b mtOm 2N4b Blom B40m WA +tam BalIs +iamb 112)m 13m1E• 2eIDm t0am t3Z/b laeab4 Alaiale®QaS Hm=lLLaat o¢•.t9S N,A n 7f WA WAWAWAWAWAWAWA NIA WA WA WA WA WA NA WA 1Ki0m2 AtpDv®2SI0l O.C/FQppA to aalb aalb ?Bob ro9b 3 610b 210m ealmL 4leb WA ]A06 WA NSb 5mb WA 4bm WA NfbaAmMe•®1:tS for Qa/FdOW4 4alb 7mb NA WA amb tmab mob YW WA WA calm WA ItlIA NA WA WA WA WA mtb MA ti]Db
NOTE:FORTHE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES ASTHE STANDARD CUP. --� 10sr
TABLENOTES
FIGURE I: FIGURE2: FIGURES: FGURE4: FIGURER:FIGURER: 1)SEEBHEEF7 FOR INSTRUCTIONS ON USING THETABIESANDSHEET25 FOR INFORMATION
���• • • • • • NG.SEE SHEETS FORGENERAI.INSTALUTON METHODS.2) LOADI II1111111II// i
2)LNEAR INTERPOLATION BETWEEN MULLLENGTHS ANDOR OPEHINGWIDTHS IS ALLOWABLE ��0•JCSF
'.
MULLI N AND MULLION
ARE NOTTO SCALE
ENSI
• • SHE6T5212#,HHOLES TO BE DWIIFDYIN THE FIELD f-0LLOWINGDIM�EN ON�AL RESRtICSEOES 4.� 4. _*: No.58705 •P
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGEST®,APRiO%MATE HOLE LOCATIONS. - •:
FIGURE 5: FIGURE& FGURE7: -�-
4)SUBSTRATES:CONCRETE SHALL CONFORM TDAC1301SPECIFICATIONS.tOLLOWAND
• • • • • • GROUT DRELLOW SO THERNUNIT PU)SHALLEWITH AN SG OF
TOASIM ALUMINUM
SHALWOOL
SHALL BE :O�•.,•/SYA OF
• e PRESSURE-TREATEDNDBEA MINIM YELLOW SOUTHERN PINE WITHSTUDS TO
AN �i CCs•-�ORIOP,.+G����
THICKBE
(SGAUGE.STR MINIMUM OALSTE HICKBEA LSTUDSTO BRICK NMUM.ALLANCHORS IS 376• 376`
THICK(18 GAUGE).STRUCfIIHALSfEE1.T0 PLEAT lEA5T.12STHICKANDA36.ALLANCHORS -7' ONA�(L��E III
ANGLE CUP(FIGURES 5&6)MUST BE USED IN PAIRS INTO METALSHALL EKTENDAT LEAST 3 SCREWTHREADS BEYOND THE MATERIAL•10&•12 f'%4'%3TS 1 I'%t%3T6'� A.LYNN UILg't .E
ANCHORS INTO WOOD MAY BE STT7LL I"S.&OR410SS 'f-MI1lLI0N MUUJON FL P.E#68705
O D Mun Lengm
ai chi • chi r� m 6
m • � m p ®� m 3 4 S 3 4 4 S 4 4 S S 4 4 S S 3 ��M M
a W
a 0Qn p
• � • C -�� p 4 G � � � � 6 w Fri o a a � � b b GP°N � 4
m��'guga "wgm"'.e6cm°�.j
e awftzc °M
• pv d••p��q�q8'�id § � N b is L 1� �
fn • m z
�' • N v 'r v 9 m X Nbwar..M
• • �@ @'@ P @+S�
• � � � 9 & aA � 49ai = g $ $ R.a�'.e6lc.i �
• • copw
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m•., y.i N ,�:_` \�Ln p :m 1.25 X 3.&88 X.265 MULL SPECS
v ZCi T ��. o Q1 n7 mg PRO N/A 8300.1R 12 m 2 rma rmamuoar ormz
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J kbsOWSKI 06/28120 DA DED NEW ANCHOR TYPE. MGJS TTONI
1
TABLE 9AANCHOR H^
TY
Opwbe LYWa1(brlerBcBB/lpenilm mm cm) Opankm H.Iah1(brAmialma}epBlrLnpnNB1.) 'r JUSTME FORMULA:
leg
Wb Wb orb Wb Wb IWb tab tmb 1Wb � �+
F
racing mr Tuprnm> Be+.Ne a ,.- R:1.�b. Twrrmc a-.- i,'.n --.- TeyTA.p Reb,.- hNnieB. B+C.,pre T..Nm. Rc1+mBle TwTftO I-mw YWTAv (OP)X(ANCHORCAP.--.
1.100 $g1m,T610 loop fo.bANCHORCAP
�,(p 1gl fa.sr. pB,lmsn $61ma�6p• j(tme�sd Leoap 38tmmO 1myP §B lna�Z. t6m t6�wa{jB' 1pl.tmap Imey6p �g•Imm$m6 g6lmsyyp 1m§aP MUWONCAP.,e,,, �Yg
AI-Tu
mmn� Fha
qE5 ire ytltl g g5 qp� gpll 9vF qp` tl 11 d 11 SRbrs Opqg}11 y�pg 8 h ppI ydp tl 0ill ph 0 83 43.O q11 d !a 0 0ap�C qp� O F USE THIS FORMUTATO OHfAiN s.❑ IL9 6' $ 2 i d i d d d §€ i@ d i S g Z 2 d d 8 i i i i THE
ANp10R CAPACITY O2
REGUIRED'CORRESPoNDNG Z
nb +m.o ea nno us +mo Tu nao lm ITm eea +ma sin fora ma +mB sn Imo 1I1a +mo 5]l tar 11+s +me sx1 "" Hu Imo sn 1m5 ma lino en asB +I- - sx1 TO AN ACTUAL PRESSURE O �
orb tm.B im 1mo su nso mo ITna au lazy are lma mo 11.7 Bm +rao MI i]aA em 1mo m Z., em Iroa eW me B/e tmo w ma em 110.0 eW rs] am lino mo REGUIREMENTFORTIE
apsb fora in 1m.o sin 1Tn0 m8 Imo mt 1aT m +ma W3 u1.. en +a.1 ru 11Ta ea Iffil taa +Iris ® Isoa am er.B a3z 1W] Ws w en fora ® sae en nea sj OPEN NO.WHEN IT IS LOWER � _
TFANTHE MULLION CAPACITY 2; Z
alb tma ni In. mx Ma am Imo sn 1ae ors 1ae am nse as uu aW fora Bin DAo aW .7 1v fore nsl na ® +a. Wx Ws ® t>v as szs m tore 1s (FROM TIETABLE)OFTHE W
Wb tma Tm 1ae ml 1t2s im 1na em loza rm lna 1ae eas 1m 1- sin me rm 1111 sin na rm ao sn mT Tm .]x No su rm osa sin su im N ® SELECTED MULLION.ITIMLL m m m 3
$ orb ta.T en tua sin IaAt on nsx sin ors en Taos su na III 9fA sY aT on eat ma a" en ba ms eu sTT na se 11.2 en mT sa xT en mT ze TELDAMINIMUMANCHOR U m W
Wb +ma en na1 ex ni en na a10 mB an ees sin .3 Btr rna am ma1.111rxn m3 me .n 11 lm me sn B/l m] saa sn ar saz ae an mT � USED
CAPA OQUAUTY I(MAYBE T) a O
USEDTO OUALIM FROM
THE
= nil eta 51. "A lso sot 5151742 as m2 51e sar ass sxe s1a xe as m.+ ate su an w sin Wl 111 xs s1e lne am 2eH ale ao w as 111 uo m ANCHOR OPTIONS FROM THE Z � .�
orb ros me Tsi eas mT ess aze sse sna ass xa mB sal 1as w ssr Wa lss ass In ors lm res xu as ms x3 ]eT zu ors w x1 ao las ]ar sin ANCHOR CAPACITYTABLE ❑
orb mz u1 A. xz w mt na >m ue ut sne m 1m mt w Ws mt n.a so ae w snr ue as ut su - zv m1 a1 s1. ml m1 .7 su -1 J
Wb w SD ISB ]Ba Sal 3n Da ]89 ]a] - a] - - m2 ae 2m ae ffi ffi1 2m n2 ]4 n.l In 173 92 na 2W n2 WR 1L tar n1 In 1. 2W Q
Is. 55.0 at 1. ZW a1 of '.N 259 as 29f gel Zu 218 al m5 10 IBA a1 xva El lTa 2m I0.! 2.1 Ile 291 I1.1 >b Ra 3B1 foe 34 Z Q N
imb xsa x]o ml ae ma m n.1 zos ns zm tes a1 1s4 Do taz 1s X L}}l1IZ o 0
II1b 22.8 31a 2.1 1. 1. 21B tel 1. 1. 2m 1. 111 It, ne 1m m Nrh
lab n.e FF
1n 1e2 1 no 10 1a, 1. 1. w X
N S2
g 3 3
a {
0
TABLE 9B � aZ�o
sn m.m a�a�e. as ma Imtaw Iw Prwma uea
Anchor AReOln,� Y18'DW ofFm a119'RWM v1AM41 allr GIN r11B'Dm of Fko .,I- WOaWee -INS--m.W.- Hostel .nWetl emaQl °
Capacity RBA °^ ma><,.» 1mr:<m uzrsm Ierzm wmon 1nPam. ABDasNn tra I AIDS sna.(aa)C-(s5) sae.8s7 PRODUCT REVISED n
(Iba) EAA pbtamlbj 1• 2-W I 1' I 212 V b1? I t' I v bW 1' -Iw 1 2-- 1' 1bt?1 1' 2-Vl 1 1111e' S a� 059' O.i2f pi"I"wi Hle FT-1d,
FmtrIDnbtanj 13'f 11WR' 1Jlf 13Y 1.Wf 13'f 131f Iv ]' 1-vf LW 1-vf 4W f-tlf 1-vf 1•W 41K 4vf LW 2 13®' t3R 1m1. 5.11d.9 CPd.
2An:Ma Oa.Tr N6t 0.G leteeml ar�C®p pq.lj aob �b aWb avb sWb ®ee �m amb lsub vob amb ea/m Tmb 2Wm arob �m aBab nab t2;eb BIBb x1m. mzb sWb NDA-No 20-0406.03
a Anave®1.14 Mr1.QG/ralPe.a(alme)fiPlFm�mob Taab WA WA ]alb 1xWm arob IW+ WA WA >mb WA WA WA imb WA WA 1.A WA WA m2b a8ab 1Wb l.plr.tlon Do.05126(2026
a Artiva®TNin O.C/�2aaAnee Lary/(FD.Jj rWb TWb tOab fSWb ®b 12Wb bob tneb 1®ab blob WOb WA mob a9b Ham slam 11Wb ]orb BWb tab 692b Beam flab
aAnoMn®nal'M WA Y®m By
1 AnNR/FCep(F6.6j 1Bab 1Bab tab amb iSb xab tmb a]Bb m w 1Sb lob 1]lb Sob 115b lelb iWb 2®m ta/b >Bb R]b lmbe alb 2Wm ML..n .a- Proms
2Arot.nW1.1S Zan QCJ FWP BX aab aWb rBA WA Imb mob 1®b WA WA WA 1)Ilb WA WA WA Jmb WA WA WA WA WA mi. -I. 5Wb
NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN ANDANCHOR VALUESAS THE STANDARD CLIP.
FIGURE I: FIGURE2: TABLE NOTES'
1)SEE SHEET I FOR INSTRUCTIONS ON USING T rTABLESAND SHEET25 FOR INFORMATION 1 I
• • ON IAADNG.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS
2)LINEAR INTERPOLATION BETWEEN MULL LENGTLSANWR OPENING WIDTHS IS ALLOWABLE I11111I/
FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOTTO SCALE FOR ENACT CIMEN IONS•SEE ate,
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOUWVe4G DIMENSIONAL RESTRICTIONS �.-' UCENgF•'•C��
CUP MUST SHOWN ON SHEETS 21-23.FIGURES SHOWSUGGESTED,APPROXNATE HOLE LOCATIONS. �:• '••�1
0 0 01 REUSED _*. No.58705
IN PAIRS GROUT+)1ATES ONCR TEBLOALL CONFORM TOA❑ONFOR TOATO C-90. OOD SHALL
_ /� *_
GROUT-FILLED REATEDfEBLOWSOUTHCMU)SNALL�AN SO TOASIM C&ONUM SHALL B -�
FIGURE4' FIGURES: FIGURES: BEPRESSURETREANIMUM OFAD(r UTHERN PINETEEL WUDSTO Bi AMINIUMGRAD SHALL BE
"S*THAND BEAMINMSTRUCT STRUCTURAL
SEELTO BEAT LEAS BEA MINIMUM GRADE33AND �O�•'., TE F •r lV�
• ANCHOR INTO(16 METALS ALL EXTEND
ST LEAS BEAT BEYOND AMDTHE ALL ,t 00' .1 %(ls•;�YORIDP; ��;�
ANCHORS INTO METAL SHALL EXTEND AT LEA5T35CREWT)1READ5 BEYONOTIE MATFfUAL 12^X325'X.tBP 12SX325'X.10P
Is
TO Y'/OMAYBE
f108t12ANCHORS INTO STEELBB I S,S S.S.OR4105. MULLION FOR Muwa�FGR /TT/Iw�NA��L��11sE]�L11.
. FFbYW WRS 1ED FACTORY•YUl1ID Urea^ ALYIVN MILltJt,P.E.
FL P.E.0 58705
p - m MuMon Longth � mr.
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0 ti o �� i5iaimY� e F g m g m e
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8 ° r m = w 5 4 e S M.e.,c r arp � m $ $ $ $ 'm 'n 'e n.a.imr!@�r�� P+ �pF, CC C Ean a C 0 aa -e.w�rP
MPH 8 PP PPNP S m >ld 96 � s"" & m $ d - ffigSR.acp1 ng
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e
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2•A ?-�_ N IMPACT-RESISTANT ALUMINUM TUBE MULLIONS
Ln:r_
� y;Z_ Q c 8 �� 1.25X3.25 X.624 MULL SPECS
H �:_ ^ 1� ,. �c" ten..:
v�2C .G 'yam g o m NIA NIA 6300JR 14.25 roro rznemcaw orervt-
13 'J O unrri ar: oeu: a er• w: x ra iiTOCE Fl.seam
ROSOWSKI �68128I11 D NCO.ao-rmo
rpr rrp.III I`e m J R6SOWSKI 062620 ADDED NEWANCHOR TYPE. Refiismanot+�zeree
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IMPACT-RESISTANTX,624 MULL SPECUM S
MULLIONS p
`� �'•'•,°r°� ,�;2 ,°J Q G .25 X 3.94 X.624 MULL SPECS IF
/�r �
�°v �Ci•;G ;\.�� S N °,U me s.ro> N/A sob:N/A ° 6300JR 15 or 2 rmo rawwrar mm.s
in °mma ma a r.a sr• occ L x...=a 14M
JROSOWSKI 06/2gillD �y/ yam
° J�is�SOWSKI 06/28I20 ADDED NEW ANCHOR TYPE ResismnnoRre
I
TABLE 12A
1•r9on Taale ANCHOR CAPACITY ��8
OpenbM WMih(forvraero2gmMrg lmPas)orOpenhpq Ha1Bid(brtvizu�nadipm) ADJUSTMENT FORMULA.-
50h roF mm roh roh lath fah Nab Imh
(.ANCHOR CAP._-1 F
Ib.o*v ll�lfamp f9>mlBllar m.7rv.p I+.tapAv n4•m.•. ftaempi. T irar.�+u mtrta•a RaatYVN• nI_,.a Rhbp1• vapNvO. R..a - TntYfa.q Ratspta mylMap. �)X`MULUONCAP.,e,_,/
2.4.25 lna•N Ina91Y LuMp I... L-ft tcaft I... Luhry f� Izwp L-ft lmaap teeal® haft LmY LOMO IAaa10 :LBa•Y EY a
A Nuoton �- g B TM £ S F A' E &' -ANCHORCAP.,_ E rc
Lmmaa aa�.k@' a a �.
^ d_ d d d d^ � �^ � �_ � d d d d_ USE Twsr-olwpwrooeraN �
a § @ a s • s@ n g . @ * s s h s@ @ s s s THE•ANCHOR CAPACITY
REGDRED GDRINESPDNDING N m
tm.o 1roD ma wtlaa sn
ah IT... am Ima Na II- TN 1mD Irn Ins, as tmn Sm Ima e@ II- ma Imo a f trao iM Sr 0 Ina fmD an ImA I7sa tmo 1- fmp 3I
TOAN ACD/AL PRESSURE Z
REQURBAINTFORTHE J K
fah 11a0 ]. ima Ma TAD a5a Itao SBI T1aa 091 gat ma 1m0 tfn tmp BI tra0 12rc 1mD ®) IAA IN) tTm 6m tta0 ITOa Ima 6B0 1m0 I981 1m0 = 1m0 am 1m0 ® OPENING,WtiEH R IS LOWER ? _
mgsm 170.0 747 Imo M Ima a9a I= mf Ima DINS I7m tan Imo 110 im0 723 Imo tam Oap 747 I= IW I= M Iran trm 17m Ts It= = nat 7s I7m 2>91 IMA TSB THAN THE MULLION CAPACITY Z
MF imA mT Om M2 IAA Asa Imp tm Imo Ina ITm rx no I= Imo ® Ima tax tma hr Ima I- IAD va tm. Ion tmD III Imo =1 Ina eat Im.O M;t Iran mi (FROM THETABI,E)OFT11E
SELECTED MUU10K ITWILL m o Q
roh 17o.0 6a5 1m0 Tat Imo I= I7m w Imo 12m Iim 379 1700 1417 I= 944 imp I ISM no ma TAa 1711 Imp I.) In. 31E I= taut tmo xla im0 I= Iam I M Ma JOB] YIELIIAMINNLUMANCHOR � [7
mF t7ap - nm 7u Imo 111a 1'mo = Imo I= Ina Mo -M I- fma Iha Ima Im Om lato Ime Im. Im. 11a fma m1 tmp ns ta)23a] Imo Otn Iue zza t7np 1tn CAPACITY WHICH MAY BE Z
mh t".a as Ina mB Imp nm fmA om Ima I3N Imp I0. fmo t55e 1Tno tmt Imo trs 110.0 Its tmD IBIa tmo Ino Ima zse Urm I2/5 fhD 2m tmo trm IS2D zm Ima fzae USED TO OUALIFYADDfTIONAL
5� ANCHOR OPTIONS FROMTHE Z Uz -W
ah 11aA IOm Imo Bra Ima 1aa I= I= InD I 1- 11. 1.4 tiro Imo tag ITaa t913 fmD tM5 Ina =1 tr00 nm foe aM Ima rim :.A 21M lm0 IaZ9 I= 21M Ima ISID ANCHORCAPACDYTABLE
AF tmt tta iT0.0 hT 1m0 tam BMA 1pm Mo faip tIm 12m tmp t7M tm0 I= mi I991 Ina N21 Ilss I= Imo 1S0a t2]A t- 1- 1- toot i® I54p lax aD 1- tSzz tht ] d Q
E Ah IT" I151 in. as, I7m I- trm 111. tma 1511 Imo 12150 Ino Iac, Imp I- fa, 1Bh In.1 1474 IVA IBh tat f1ro 1113 tm Ia2 tIA B2 Im n9D tan oiA IM51 IAA Mx
roh Ima I= Imo I'm ta9./ Itia - I.. ILA - 1rm If® 11I. I- RID ttm M I- Itn2 ust aa. 1ass 19tB Iw ray I- - Ira aB 1>0 a2) ifro aa8 1>m i60 10. Z j
Q O ro
Mh 14T.1 127a 1513 Io01 I2ze.12a 1V. I- ta53 I= 1112 1061 0a 12]9 OaD ION hD t2a aBs t® ml 12A I>u IpiB oYA t2E Tit a1 ai) tag a4 07T Oaf 12a ml � � �p? � m
t.h 1..a 9N IOa3 QT Qa3 9T Bm !tR 74o 9D 172 hB 61.7 W1 a4 837 as 971 BIA @5 SIA 97i 6aH MB 4a1 9D mD 79G 31.0 9)I M.0 7M 324 Alf IO.a 771 N N8
1f1m BO.1 819 1R.) BST ma BIB IA .19 al .1. ma ®B ffi BIB at 7B1 as .B SaT Tat Q.1 MB alA Tl1 ffiT MB MD rya xi BIB 4a2 T42 2Aa BIB 9.1 7II W
X Y Y
Jam ma rh TB.B 719 e2s TM Ms rm av T® sae l;qs Ire 7m 144 e>ID 41A TO NA w v.7 Tm as 3u 7Be xD ® VA TBB 31.o M1 ae rM zaa it V 3 N
UNm sal am N2 MI 351 Eta VA 499 3t2 ere 3UD mU aD BM I52 4ac zu ate a3 4/B aD w as n4 I. am 1B.s m1 1" w 172 ass 1.7 w t>n Na X 3
Q N Z O O
a" ffi��
TABLE 12B €'
9mN0c 2h Olrtrt. Z0tlee S8t Cb1[. tmma LNU rim OlU PTWOOa IetlY $ a
Aechor ArtMType Y, lac. tff Eta Y1C00ria .-O-al aft- -ft. 1k Em 311 DdNla 1I4'RiYei tff99D.my Ere ww-010- m2blatl a12591
Capacity Mccop iMuc 1 Una.. ume•» uaarm outs. M.. uualnt or__ A®lCO. Ui_ A Sxal(.'S)Stln(s) s.a am) PRODUCT REVISED
Ohs) EqR llmamaa r 2-Irr I- g2-��7 t• ZI T• 2-1 3-IV t• 2w r z-vr r z-t¢ r 2-w z stm• r 0.atr a- oss• PMn9.1fh U•Ffode.
11a I- ,.® etmmn5ceae
roamWMNOfmtll 2651261 03
7mm aIDm ®m Ism Irom 1famm wA as0m Nu mSm 1751m rmm blBm nmm Nw arom WA 102m nsm nmm epinnpn Daea 0512T2028a5m0;p loam 1m0m ®m LWm NU WA M. NN ABm coal. I'M. halm NMI. 1NA WA imm -wIml. ]mm M01m I1W Im 7n. amm 1m2m 02m asm nal. by
tlmm Itmm mall. aa0m ImOm ®m amm 2a14m et amm WA 1- -1. 11IDm Roam trm 1. tfam 1 is zeam 10amAWA NIA WA - WA WA - WA NIA WA Nat NIA WA Im1 NIA ?t m213m fimm35rm Bmm aWm tZAm NIA WA 9m WA >rom Zh.4 YAm h9m T33m NN NA him 6Mm amm
NOTE FOR THE OFFSET CUP,USE THESAMEANCHOR PATTERNANDANCHOR VALUES ASTHE STANDARD CUP. CIRCLED VALUESAREUSED IN THE E%AMPLEON SHEET24.
FIGURE I: FlGURE2: FIGURE& FlGURE4: TABLE NCTE� ZOOM
I\III II If/
i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLFS AND SHEET25 FOR INFORMATION ON LOADING.SEE SHEETS24 FOR N
GENERAL INSTALLATION MEfHODs.
FlGURE5: FIGURE& 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSANdOROPEMNGWIDTHSISALLOW/I Z Q,• '.,�
• • • 25R 4.000' _ic: No.58705
3)MUW MULLO ON AND N CLIPSSCALE SHOWN ARENOTTO FOR F)fACT DDaENSIONS,SEE SHEETS 21-M HOLES TO BE DRILLED IN *_
THE FIELD TO WING DIMENSIONALRESTRICTIONS SHOWN ON SHEETS 21.23 FIGURES SHOW 6l1GGESTm,APPRO)(NMTEHOLE -•p
LOCATIONS. =7�'• � Dtea`
FIGURE7: FIGURES:FIGURES: FIGURE10: ANGLE CUP 4)SUBSTRATES OONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT4TLLED CONCRETE BLOCK UNIT ��.(\�-'•;F(p�pbbbbbbp;•'`���
• • • (FlGIIRES85B) (CMU)SCULL CONFORM TOASTM C-90.WOOD SHALL.BE PRESSURETRFAT�OWSOUDIERN FINEWTTHAN SG OF 035.
MUSTBEUSED ALUMINUM SHALL BE 6063-TS AND SEA MINIMUM OF.U2STHICK STEELSTUDSTO BEA MINIMUM GRADE 33ANDAW THICK(18 rX4'%ZSNULLION /// ONAyL��ti�\\\
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LFAST.I2STHICK AND A36.ALLANCHORS INTO METALSIULL EKTENDAT LEAST3 SCREW A.LYrGd hill" P.E.
THREADS BEYOND THE MATERUIL8IO&IH2ANCHORS INTO WOOD MAYBE I"s.S.OR410 S.S. FL P.E.859705
I
I
TABLE 13A
Mu6an Ca a TaEb R
TY
Opuninp Widm(fvvafat5y par4ilgneYals)4r ANCHORCAPAC FORMULA:
4
OMn9t9 X•bM(fmtslhmblpspa7ilgnNtors) ADJUS75�Ibr PDFOTULA:
mb Mb Tab Mi4 bob tab Min tab iMh F
RLxmmda UOpf0las A.-OlOr wha'O. 13Ca*0a TfqiTdep IieOapic TF4ilMet4 Paua®>La rlgrOm6 fataaba Tlyifta 7bcmgta TapIOfaC T�ffft Rzlagda Ttq�ffdag (DP�)x ANCHOR CAP.,e,�.l
2x Sx.25 Loma 14mLp tmdm ImHa L� Wang Lamm Imdm uanbv lnaar4 L✓4MV LOaOm LOaa`O L-IM lrmam u-'a 10ofm 7marm �MUWON CAP.,w,/
Alu.Tubo a a v a % a 2: s 3 a a a a a -a a a a a 2• n % n % n =ANCHOR CPP.e o e
emMpn s -g a a� d I gg g a g'g T� ag s� g ag a g� eg g a egg
a" v 3a a ae as ; g a a d a g as a da d a a a av a an a a a a a a USETHISFORMUTATOOOTAIN N
o@ e$ $° s� as a 'e g a & a �ff e € be € a 5 e
Al d`gg a^-s'a ¢u3 sa @n5q {� d`6� s5 dd s $o° sg dc^ s dA sg j a $Gga 1 sal q ,gp p � b� p§ gad pp5 b� THE•ANCHOR CAPACDY iB io W
5 S $g 3 $ 5 8 .1 '�u'S g E g g g 9 2& s b d`$ 2 G l2 .6 'd f g � d € dP i�o d tl. d e �1e RC-0UIRE[r CORRESPONIXNG ,ye a a
S g C Z
TORN ACTUAL PRESSURE
42b I]0.0 am lino 415 /mD ]N lino 4m 1Tn0 !89 tan SM 1mD !� mil 5/9 lino 1170 Ono 521 iro.0 12a line Sn ma 14M lino =f lino ins mil 521 Into loin 1r6o 621 pFAUIRF]NINTFDR7HE � �
mb 1ro.0 7m lino •.S4 1710 ISO Into 5M Imo 992 lino Bm 170A lies tm0 M1 1ro.0 12n 11n0 Bn 1roA 14f7 Into 6= t70D Mina lino aM lino i9D 1rn0 BM mil 2ffiM OQO 8!0 OPENING,WHEN fTL4 LOWER ? _
MAEIn In. nr in. 5= imo me 1 8n lino Iola MO M{ lino 110 mo n3 Imp 13/5 Imo 747 Imo 1a1 1mO TM Imp 1Ta1 1700 TM MA= Ima 7M I= 2TH fmo TSa (FROMTEMUWON(21PAE
51b 170.0 7a Imo 812 Imo � Ma 691 Imo life Imo T51 Imo 1275 mil 8= fmo imo Ima aO tine 15% imo W Imp 1913 1m0 Mt 1m.0 MI me Mf mil 25m Imo Mt SELECTED
E Z
SELECTED MUWON.ITWILL EW0 0� 3
Mb MO 699 17Q0 rol iT0.0 1M3 fma 7W Iran 1210 Ima Bib imo 1417 imo W mD 15 Me 9M OQO lal lra0 ROD Ma Ile MD 1081 imo 2O9 Inn imo Mina ffin mil fOm YIELDAMINIMLMANCHOR ] t7
=b 1mA BM tmo 7a imo tits ima m Imp 13= trail olb Imo I4a Ima 1nis fmo ton fmo lam Mn 1Mo Ono I= Ma 2af imo line Minn 2M3 Imp till ma Tom In tln USFDTCAPACI I•WHICHMAYBE f m Z
USEOTD nI WHICH
MAY
DffIONAL g
,5 Mb 1ro.0 en fmo T69 iroA 110 Imo 9= Into 1394 lino 1002 Mina 15M imo faM lino 175] 1100 11S imo INB fmo mil Imp mus mil tas 1m0 Zill imo Me ma MIT Ma to ANCHOR OPTIONS FROM THE g W
ANCHOR CAPACITYTABLE N p
Rm 1m.0 to= 1100 MIm.O 11m tine im7 lino IM Imo HIS1roa Ilea Into rzm /Tn0 1913 lino 1313 1]0.0 2f2A lino VW RDA 25M Imo IM lino 29m MD 15H lino 31m MA i5M I)min IRO tta 17U 9Tr MA 13a m0 ROM 1TQ0 IMMe I=9 1m0 M4 Imo 13a lino 20m Ono Imt I am in. - Me 2B97 Ma min I". Eta 170A test mil Me line 1>rb � d Q
S mb 17U 1151 1m0 M] Imo 13" Me 1115 1m0 1611 MA 12$0 1mO 1N2 VeD 13M 17" 2071 17MO im{ 1700 27= 1m0 ISM I7�A 2763 MA VOO 1roA 3a3 17DA ta7 Imp 366a Imp OM Q W
F-
min 1TOA tam OQO Rim imo 15N lino IM m0 1M9 mo 14M 1T6a 21E fmo tM tmo Men imo Res 1]OA IMa lino line mil SiM lino IIS 158A Sbm lino tad mS5 31I3 Ono 2$I Z U Q N OD
Min 1Too 1417 mil = IMA IMO imo Z-4 77 19m MoI IBa Omo MY imo Rini imn 25M Ima Ism 1 mil 1 2m3 Ima 7T lino 1 31W 1 imo TWO ta.1 MM Iae6 2m Imo I.- 150.1 2®
1M in lino I594 fma tom iro.0 1m3 tine 16O tm0 M mil 1Bm 1ntA 25M lino 201e 161.E eel 17n0 2m 1/83 2m1 1=.9 2m 1238 27M I10.4 2291-fOS9 am 05.9 2231 9L7 27m 1180 IiM N N� a �o'
lflb 170.0 I6m 17a0 145{ 1]0.0 1MB fmo /7m line aM fma t!✓a fma 2t¢I 17pp 21m 151A 2=2 lai3 aIs im moo /40.4 lam 11L = IM4 mM WA 28R 1151 21m BS{ 2=2 ta53 2Me � m N Y
1mb Imo 1771 m.0 1588 1mA IOs imo te50 151,4 ffi I=I ism 135.1 ffi MA IM 1mf ffi tat 1=jimi It= ii m m1 ffi 99e 182 75 ffi a0.9 1140 =A ffi HA m= � x
Minh tm.1 15N 1ffie 14a 1N3 1534 IMI 1425. a0.4 15N m5 14V 782 IW M7 IMO M.5 nN T23 tan aLe 1594 113M Rm Rf i5N MA tla bl7 1M1 492 13M 3a1 iSN M.4 11M ¢ N Z U >
dO N
TABLE 138
2h Catam 32 Cmcale &wine, Itlaa CNll FIDM CIN aI 612
2pach7 NJulipe 3I1C Bw 1I4'F1ro &16•RW4R V4•-aw, dt6 WITIon Elm UP Elo 3nB'hWaa W'DaYAt Il4gnG4a d16'dm 1Agp F]ro caar4 0-(Gl •125ted 2
eapaedy� mart Itela4at Mn�r 1lalcmr 1mra:m t>oracat lmlamt t12a�1. Una9n• A wawn A Saeal65)sta.(os) OoaaM PRODUCT REVISED
(lb.) rAMa O4lmm On2 r 2-VL' I• 2-t? r - 1• I - 5w 1• I 2-1? 1• - I• I-I • IAR' 2• I - z am• I nY ash' pli4mudm tb•FloAda
f eNpnI IaN' talc t 4 lal4• 13'S tea' tall 1a/4• T 1-17f 1-1IP 1-Ar t-1M f-W 1-1/� t-v4' f-1M f.W I-1M 2' ta'9' 13'S bdr Solldln9 CodO
2 AicMvpa 4.TS Mn.O.C.l StartlaNmpSr_tg9lFm.i mo mom asa= Mom atom saes 2md ernes 1-1. ao= zmm m4= Tines zmes smmb amm aom .4. mtm 949= abfm 4am Tines M... 20-0406.03
4A Ws@ 4.W MI.O.G Ib'tagmd(atasalceplPa 3f 1MIm 780m MG= Imp= 6moa 12Mm 4Wm 1]mIm 32:4= Nam liIDm TOO. 11M= 4Dan Tm= Nam Il=m Tmm 55520 11IDb ExpintlOA D•b D512612028
B Alb Q 1.71•Wn O.C.IStaffiN(am Oap(Fa 41 11M=14m=tOlam YdMm NO= ZiAm B10m 3910= WA A Bqm WA tOMm 6I5= f4M= 9Em.19m= WA WA WA 1=015 lima 22W= _
Arciwc®3•Mn O.0 loo-AM..S Iago- me. 'nil= one. ISM= Omes Me., 4am 17aes leMes Ern= mA= WA ]60= mil= Imes .&Des 11Mm Main 990es Iea e== mea 1120= �
aMA•a®3•MIn O.G/(2)2�SAfab®wlma6l 15Mes itAmm 13Wes 3121= 12a ins 25A14 aMm adolm em. toBo= Tim= WA 1520= ®= laloes 12mm 13ID= 1aBes iral= mN6 151= ITmm 22m= Mlaml-0•d.Pmduet c•neto
12A -CI.SMa O."(2)WAna.(2n1 ft.n I--2100m 1H.9IMes 1290es M. IAO- Moo. A WA 13mb WA 1_ aloes 22Mes ttaes aeeoes A WA A 2NSm 2M0es 30Mes
4AtaNcml.a9•MR O.GILL�9y Vb.12SA1aM1 IPa ak WA WA WP WA WA WA WA A A A WA WA WA WA WA WA A WA WA A WA WA t4Mm
BAtrlvs®0.69•Uhi.O.G/lWIA 040.1SAlua(Pa 92 A WA WA WA WA WA WA WA A NA WA WA' WA IItA A WA WA WA WA WA WA WA M.
2An: lae•Mm O.CIFO1p D10.1 mil= mein tW= lB0= Dom =o= 2mm Nom 1616= Imes 2=m 351= Tines �= Me 3m= 6Mm ales ®= Nam 311= bmm 5Mm
4--a 0mo®1.n•Mia O.C/Fm a10.11Y!saes 7m= 506m 12Mm 4'rOm 12Tl= a=b 1705= WA A 4IOm WA 5== Me. ]m=. 4f3= M5m A WA WA �= 909= 1120m
NOTE FOR THE OFFSET CUP,USE THE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
TABLE NOTES
FIGURE I: IGURE2:, FIGURE 3: IGURE4: FIGURE&'FIGURE9:FIGUREIP. IGUREI7: 1 S EE)SEESHEET I FOR INSTRUCTIONS ON USING THE TABLANDSHr25 FOR INFORMATION ON
LOADING.SEE SHEETS-FOR GENERAL 1NSTA 11 MEDIODS. `.SON`(LYNIll
EI 7.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANMR OPMIGWIDTHSISALLOWABIE `�P�'�:'1,10ENeF•/<<7��
3)MUWON AND MUWON CLIPS SHOWN ARE NOTTO SCALE FOR EYNCTIANENSIONS,SEE SHEETS &WP _ •: No.68705 •��'�
_ 21-23.HOLES TO BE GRILLED MI THE fTELD FOLLOWING DIMENSIONAL RE57RICTIONS SHOWTION
Kd
FIGURE 5: FIGURE 6: FIRE7: SHEET521-23.FIGURES SUGGESTED,APPROXIMATE HOlELOCATIONS. - u
CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS HOLLOWAND GROUr+IlL.ED
(FIGURE CONCRETE BLOCK UNR((20U)SHALLCONWRM TO ASTNI C90.WOOD S7UUL BEPRESSURE-TREATID �p�.p' s OF :•(V���
5-n YELLOW SOUTHERNMUST SE PINE WITH AN SG OFQ5S ALUMINUM SHALL BEG063-75AND BEAM010MLOH OF.72S �i�lCs-'•:�ORIDI!,:'
USfD im THICK.STEEL TO BEAMINMUM GRAOE33 AND.09STHICK(18 GAUGE).STRUCTURAI.STEFL TO L ENG`�
a PAIRS BEATDSSr.12VTHICKANDA3&ALLANCHORS INTO METALSWQ1El(7ENDATLEAST3SCREW ALY/F!♦I MIBOEF),1P.E
THREADS BEYOND THE MATERIAL-8108i12ANCHORS INTO WOOD MAYBE STEEL,IM S.S.OR410 S.S. 2'%G%2SNUIIJp1 FLP,E.458705
TABLE 14A E
W+ionG Table Fp
ANCHOR CAPA
ADJUSTMENT FORM ADJUSTMENT
OpmN0 WN1b(1aselEmP/epm/NgmEoln)orOpan130 HLiOM(forlorimr/ey�mHtq llallOfB) ULA: F
we Wh )Ob mb Wb tWh TAh fOh iWh _
(ANCHOR CAP.,va,
R4cIsMs Taffeae. 1ied�� Thpfldag ltatap4a Teptesp. 'tom l
1 ir Mct�<s ThPneaa P I-..a T�+Tlap neHTeaF vofResg wt*soa: vanes¢ (O P)X`MUWON CRP.,e,�,� tiY�.
J:TIE11' t4a9ro t4ad�q tma® tm®q m9q '-ft leasro lmdi8 taaaro lmae Icamry lmmg vglcmggp f4am0 laaro famu£$B faag vaimd�g Ima1p
.125m Alum
a Tube Mun 6g55' � 5g � q5 $7� pg qg � qp� qg 5g �$`$ qg yy g$� 5g � § 112
p� all
g1g qp qp� q5$g yp g g6g g 5g {b� pUB Sg yb� 5g gg� �ANLYIOR CNP.� N
l@ dP� E$@ h ll 11 d' SG 1F1 11 d 32 13 1 Sa1 �@ I if I Ia 112 �E dl �� Fd 31, It€@ dl it 3 �d d P3 $1 I 2 ISETHIE—DOG LATOKINNG m 0 LLl
5 9 P ^ � THE ANCHO(i G1PACRY W s
RDANA D'CORHESPoNDING
42h 1M3 62B feTO tm 1a12 ® 1w9 4t9 1010 SH 13a8 H4 W1 fiat +NB N1 L6t 520 t311 411 n.f 620 t341 411 Wf 6>e 1N1 411 Sib � 1311 N1 4S1 5a4 tall 411 TGAN ACRIAL PRESSURE ly
mh Batt 'ue me m ms m "7 R5 WO 4ai Bfl4 — W4 4m et4 3A Sa) 4W TRI 315 4a3 — ]ae ax wx 4m Tas 34 .5 4W 7flB a14 3n2 4m ia6 at4 REQUIREIaENTFORTHE
OPEMNO,WIIBH ITLS LOWER _
mexstn eza aar s1.o 301 tae >B TR3 291 sfle 3W — — — 3W — xea .7 ast — xe1 .,2 — sae — au aW Ws — a — ms aaT as.T 3s ms mt THAN THE MULLION CAPACITY
U. SI.a 3m III ?9] W5 3f6 6d] .1 04S ate 9..1 25B 424 316 535 253 v..T .. me 1-7
9fe 4R5 x0a xa3 315 ORt 2m H2 31a 411 m = 315 OR7 14B (PROM THETABLE)OFTHE W Ga
SELECTEDMUwOKITWILL m z
W h 4116 x5B art 215 41.2 x5H 4a] 2t1 3S3 1W ORT 210 me 35 vi 1W v... IW ale 2m 331 7W 'AB 2m 32 mt R.] ?W 322 10I 1fl5 25T ]22 >% w m ill
YIEID AIIft MIPAANGIOR
Wh 42T xa 45e xW ae at ant tos 3n5 2]4 34T +ex A.T x3f ate tW a] zN ffi4 x34 xae +w ne a34 xRe +® u3 xT4 2Re +W 1nq xx xas >m CAPACfTYWHICHMAYBE W Z
Wa.
h 3T.2 2M 38A +W 3t0 2A 33] IM ffi5 xt3 2a5 ITS 1d2 213 220 In 2a5 2m 2Sf 2t3 xi] 1W 1S5 213 ?ZZ 1W in3 2n TLO 1W ft.s 21a 220 1W USIDTOGWIJFYADDITIONAL 7 WgtTs ant +ss 2ae +Te 2se +6z xa4 m 225 tm tT.s r1s ma IR 15s +TB I9] ANCHOR OPTIONS FROM THE Z Q
ANCHOR CAPACTIYTABLE 2
mh xa tm a4 tw xaa +e+ zt3r ,s trw +tn fae +aa ta2 m nn to � g ¢
nh x2s t5i 239 11l taB 1S m9 131 1a1 152 TT5 12B ¢ N o
~ ¢ rn m
�+ N
TABLE 14B
2Tk(v6afe 3lmione NEE!
R free. fktalOW feet Ul6 PThbod IIetA �A
AIIChOr Y+C Eko WElea 3I15•DeNM WlkWas Sns•Fkv anSEkO WEka YftT Df`Ma5 tx'StAVan WSS Eke SIIS•Ek0 1x'SSBm /fObt� al26tnd /1251ed W N
CapaHry ASLor IRrsm Ilhaem IArazaN tce5ew. Idaecm IIIam URa:m tmeam. Idirsaa noro:Om lfesm A(<ga6Es saa(ss1 saes l0a7 srvn(C.5j K X ? y
(ma) Fac.fmraa.rx r alrr r z1Tr r aW� r avr >us r avr r a+a r x-trr r avr r ave• r atr asr ova• U N ¢ ' 3
TinmanmlC tac fax• tvr fart Iix• f�rr faro• fart r f.w I-v4• t-W I-W 1.W +va I-v4• 1-w• avr I.tx• r we• urc m O O
4 AnCMa®raaf a.G/R12�a Mdaliyf/(Flp.t iW Qf TW Oa ®be I5506v 6ID/v 11W� 4wea 1Tw 16 1BW bf SIOBa '400• WA TW Rf 4W hf Ta Of 61016 llW ea T49� ®llb tWxti ®b am®a 11210a a'' Z�O W
PRODUCT REVISED
PIYIeB with th0 Fl4dda
8.1IAlnI Code
NOA-No. 2043406.03
Efalntlae Oat.0612612026
TABLE NOTES: oY
Nl—ado Product C-
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLESANDSHEEr25FOR INFORMATION ON LOADING �1 �
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS
FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS ISALLOWASLE
3)MULLION AND MULLION CUPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS,SEESHEETS 21-M
HOLESTO BE DRILLED INT14E FIELD FOLLOWING DIMENSIONAL RESDi1CRONS SHOWN ON SHEETS 21.M 2118'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS
11111111/T
ANGLE CUP MUST BE USED IN PAIRS. .175 ONY YlyN T
C SUBSTRATESCONCRETE, HALLL L
CONFORM
TO ACI OAST SPECIFlOOD SHALL
HDUGLBEPR Alm PRESSUFILLEO
RE-TREATED
CONCRETEBLOCK UNIT'NE NTH
SHALL CONFORM U INUM CEO.WOODSHALLND BEA MINIMUM OF.1
YELLOWSOUTHERN PINE WITH AN SGOF055.ALUMINUM SHIW.BEOOSST5AlID BEANINWUM OF.125' j �����'UCENSF•;�C���.
THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND.OWTHICK(IS GAUGE),STRUCTURAL STEELTO BEAT 12rX211'X.125'WWON
LEASTA25•THICKANO A36.ALLANCHORS INTO METAL SWHJ.PXTFNDAT LEAST3 SCREWTHRFADS BEYOND WDEGRA1.FTNMUl11ON) z:* No.58705
THEMATERIAL Ot0Sf12ANCHORS INTO WOOD MAY BESIEEL,ISSS.&OR410 SS
sS��lL
VA11 LE��t`'�
A LY(J�J ICI W P.E.
FL P.E1)58705
I
TABLEISA Y'L, gg
Mu®on CapaetlyTaEY(Wlllt) ANCNORt:APACTIY R
OlwMnp Whit,(fvvel cnIiY mrifO lfeSes)orOpeninp Height(hrty ril0 TrAmOs) ADJUSTMENT FORMULA: �'d CC2
soh so nth ®h 00h 100h 1IDF fl0h 15nh 7
Ren•W5• uerrm¢ Rm•m+• 71agRlaq Bfs1•pt• RItOUVAr/ egtlf7bg 17MagT5a T1VrEs6 nntaot• 1IN75•a Itmbg6i TgJIMa& R T�/fAcp Raafaoler .tnpm•p �s)x 1IANClIDRCAP.�sm yypr}
32V 30 1oeft Lmf• L-ft L� L-ft IAt4ip 1oaft LAW Lnamv besot L-ft IN4,• Lwe,• Lamf• Loa v Low L-ft 1 IoeNp `MUWON CAP.^,�,�
DTIAL _ _yF y y a yr3 r r _ _ _ r ga3_ yyg gag_ N
_ _ yr} =ANCHOR CAP-BAYWLL5gg5 �Qyyyggfiggam¢ '($I ¢g�pqB�gjI�pga $g lh6 USETHIS FORNULATO OBTAIN e O II)
4.12f d i@ d i� 2 3 d of 8 is dd 11 2a d2 11 i@ d8 2@ d 191 1� 2� i a� � d� 3@ dy� THE"ANCHOR
CORRESPONDING
a TO AN ACTUAL
RFSS REING ZO F
QF 1T0.0 Imo QS Ina rN ImO em 17m e59 Iron - ITO9 m fmD 510 - It. 1= 521 'M. I- 1m0 m Imo - tra0 sm fIDO m tlae B21 Nat I7N 17m t11 TO UIREM NI'FORTHRE J �
REQUIREA�f1i FORTHE
®F 1mc 70e 170E RI 1]OA M9 1100 !at 1TDb a92 1mD 610 1m0 i1]] 1T0D 65f /m0 1205 into Al M. III? 1m0 w IY.2 13a tnt0 ESN 130e i$ 1m0 Ent 1112 15E Imo ta0 OPENING,W ITISLAWER 7 =
eadzsh in. ra tm.o em imD me fine e]1 fmo toe lmo 0et flcD ne 1me m 1m0 tw itc0 m taz 1tO tme ree tine Ito 1111a rsa iR] tNi Imo T50 toza ttQ ttoA rya THAN THEMULLIONCAPACITY Z
51F 1704 797 1710 012 170E est 1Ta0 CH im0 1118 T100 M IMA 1275 1mD No tM4 IT53 1mO W II I= 1Ta0 811 = 135i I= el I011 i3Sl 1mD t•I W2 t]5] 1mc fe1 (FROM THETAB1y�DFTHE m G Q
SELECTED YITWONL ITWILL r�•t 3
wh Into I105 I= 7A 170e 1= tm0 M 167.0 12m ITUI M MI We 1T0n W 12f9 12e IWI = 11ae 138 I521 W4 VIA tzle t/fil m] eis Q10 te6,1 0D m1 IV$ 1ta/ 013 YIRDAAONIMU3IANCHOR P
fah M.0 B]0 Imo 75 Into Ina Imo e59 NO2 n® Iea9 BA 1]fA 11® 1BS0 914 1188 I150 Nt9 - Im, 1'. 1N2 are 87B ItM my fn1 m1 11® I= eA W 11. fm2 eID cAPACRY WH1CHMAYBE M W Z
USED TO QUALIFY ADDITIONAL 7 R ❑
5 wiF imO aN into, T89 152A 1w less eft tme I00 Itme m 1143 toe UI e50 tots I= 1m1 539 VIA IM /1e9 e00 ntT Ice lea4 8H b3] I019 1W 018 57.1 I= m52 em ANC HOROPTIONSFROMTHE Z CO w
els
nb IMB murs Tot "?A tID I- TN io0e em tlae 1]t eno 0® tme m Meeo eZo 712 =4 LI90 eel T07 =r eM W - 50O M me els NO - Me eat ANCHOR CAPACITYTABLE j ? Q
70F 110.7 700 IMI M Me T® 10a4 M ass M 4l3 61a 71e ]W G9 e52 LESS ]90 7U fi0 500 M71.7 M 4. - 6M W Qe M -1 111. 3rA TTO e1T Q � � G
S Teh It" 750 11" w ai] T50 eat eN mt T50 cS.0 Bl2 ®2 T50 mi w 5L 5 T5c Tte eft M4 M M M 4e2 ]50 59A 5M 39e T50 5e2 5ID its T50 Eu W
Z Q Q co D
90h 721 3W 74.4 600 t41 LM 820 IM 51.5 ® M.e 4N Ht bbi ISa tT5 tal 6W N.t 490 mt 5Hl tQe tQ ]a0 5® ]f12 I53 ZSB SW as ItM1 2L' e6] ]fA to Q m yZ m
BBh 6a4 495 e1.1 III lay t� 51ZE Ile QA 4flS N.9 .t'a W.1 I03 XI) Q1 ]SO - MT N3 M7 I91 ]]2 - - - MT I00 212 t% M 3M 1e8 I95 2fA 300 V~Nl ��{ S��C,
105E N.7 MI Ile 3i] MB M 39.8 w 2ae 391 mi 312 mi ]Vl 9s m = m 2/9 m M = 22e ]3H 1TA 1M ta) M I" 391 1]A W5 d 8
11I F 0e.1 3T0 392 A5 920 ]19 31A ]00 ad 0T0 Za0 >te 21.0 fro E] 0ID 21A 3m a.0 316 tat ]TO 219 ILI
Im 160 3!0 taf 004 Ir tu
❑
131E 3a4 311 1 1NF ]e0 3 253 it] 3 201A0 317tae 10 317 R.e
Im 17. Tn
W Z N
to�p
cc
.K
BLE
B 11
sfmrms z]tfmm5 aDaveF asrfbc wm•1,vu taaO/u PrFlfoa Neal PRODUCT REVISED
Anchor 3749s WBw Yt5•DeWm WDe1Yal Sne•Dm S14 Bw WBw ]HB IkNSO WRW� W09 Bw YfBFko ww3 a106Tee 0f21VW al2taetl Plyln9 vAth tAO Flallea
CaPnefl/ M�7j 1•mcm 1� IIDacmii IOtracon Iteawn IIDoem tXt- DOa0m1 Agg ntrecan AmeON ene�(GS)evr.1051 S�.IL;s) ouildlnp DoA•
(Om) F�e1I'¢f®awe z-tR r zvr zf¢ r z1(I sfm z-tT r zfn zvr ztrr z 3.ila' z aAr o.sr osr N011-No. 20-0408.03
cmeemeeaen7 IdlC 13V• tJIC ldlf 13V' WIP I3V• tJY• 2 f-W 1-Vf 1•W 1•uf 1-114• FW' 1-W t-W t-y� t•W 2' 13T 13T +v' Expinnan Det.OSM612028
2MJpeMPNin 4G/W3t9AATefipllFfp lI]90b iAO b"t'Ab ®Ob ]19b BDb rIDb eAlb 1TBOb 2/DDa reab ]]Ib Ieb IDOb Jleb ]Ab e6]b Slob JIDb Bleb - aQlm te0b
I Arclm®3b•MIn QQI(A2�OAAye OI{e/1042I T®b TeOb -22 mmb 6Ab Mt Ieme M. ffib 6eb e®b WA 1fIDb IWb ]N Fu Beb fftab ]Nb eWb N92b men e93b
6An G.71•MAQQ/Df LSAipe /p$$11IDb 11IDb f®b 22eb 000b fID111to BNb 2IDb Ydb WA eeb WA tCOb Meath 1110b 819b iBBb Net 1]Nb WA tDab t]9b R85b MIaT a fOOpet l:oebo
FIGURE 1:
TABLE NOTES: '
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.
BEE SHEETS 24 FOR GENERAL INSTALLATION METHODS
FIGURE 2 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANCOR OPENING WIDTHS IS ALLOWABLE
3)MULUON AND MULLION CLIPS SHOWN ARE NOTTO SCJLLE.FOR ENACT DIMENSIONS,SEE GREETS21-23, .125' ` NY LYNly
• • HOLESTOBE DRILLED INTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-M VCENSF
�.rO..........,
FIGURESSHOWSUGGESTED,APPRQ)aMATE HOLE to
' '••�/_%i
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS HOUDWAND GROUT-FI1UFl1 3.257 No.58705
FIGURE 3: CONCRETE BLOCK UNIT(CMTO SHALL CONFORM TOASTM C30.WOOD SHALL BE PRESSURE-TREATED -
• • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE6083-75 AND BEA MINIMUM OF.125• �
THICK STEEL STUDS TO BE AMINIMUM GRADE 33AND.045'THICK(10 GAUGE).STRUCTURAL S EELTO BEAT �.BAY �7).. .LB
LEA5T.12TTHICK ANDAX ALLANCHORS INTO METALSHALL EXTENDAT LEAST3SCREWTMRFADS BEYOND NUWON O A OF
• • THE MATER01Lif08f12ANCHORS INTO WOOD MAY BE STEEL.1BSS.SOR410SS. �(C`S':�LORIOP,.
ANGLE CUP(FIGURES i MUST BE USED IN PAIRS /�ONAL EN�`��
A.LYTf7S�L11L1�,P.E
FL P.E-#58705
1
it
TABLE IBA
M"""Ca nbui ANCHORCAPACrFY B
OpD.1.9 Woolly-braPy1ar69 mlials)orOPctM9 Height ADJUSTMENT FORMULA.- a'� o
Mb Mb mi. I MF mt. Itsob 131b iWb 1mb
Tm/R D.W. Dyfrdap fAcgdv wnl• Rrta®is Dyllliag, RCUsptr TnynYg 1 Trwrdag Ncfagb mag TI Ftr.LipYa aa.9laQ. plot R Tmrtaw adtytr Innis- to oIX(ANCHORCAP.,o,..�
325-U faeat Iwdfg L fsy LntPap L'e9® laad�g 18aat Loft lnadng inningIwmt twat 1avLg Lwat Twat Ice408 L� haft MUWON(AP.,e,�, 2Y✓� o
DMAL �•a b• •^ g• g L• �' z• Fu a a tue�a r S P v r 6 r Ara b r r r r a r Ara =ANCHOR CAP.,o - c
BAYIwu $� g€ g � $� a d g g a £
8 d �v do d Se dv d 11 deg d Jgv d dv 0 da y S d O^ d de O 8 d de 3 Se 3 t9 USETHIS FORMUTATOOBTAIN $ p Dj
3 da i3 rc' € F & se uq d`8 s �a�B 5Ec d Sgg dbpd $1;3d 3g®g 1b� Og dlt� db.36 ag db @ 1ba5 gg �2gz ga 1b THE'ANCHOR CAPACITY
s
REOUIREWCORRESPONDING ZO
1b AN ACTUAL PRESSURE K
/2F im.g BM '1m0 -C95 IMTM /m0 QB tmg Me Ing 608 fmg M RIlO 519 IMIlls Im0 521 Ing Ing fmg MItma Isis1m0 MIMARM Tma MI im3 toll I= 521 J O
REOUIRBAFNTFORTHE
4eb iTOA ]® 1]40 4A im0 BSg tmg SBI IInA a2 Ing WO 170.0 its] 1R0 M1 1m0 1215 1m0 Err imA 1411 1Ta0 6® tmT itW 1m0 Mo la3 16R tm0 8M 17L5 1M7 1ma 0!o OPEMNO,WHEN RIB LOVJEfi � dd 2
50IDSF 1m.0 TR 1mD 6s, tma BM tmo m Ina tm8 Imo 6x Ing, 11. mo M 1Ta0 Ills Imo TO I= Ila flag 7S 1R., 1� tm0 756 IM.1 IM2 I= 7M tta4 TM tmg 756 THAN THE MULLION CAPACITY � Q'ag Z
(FROM THETA"OFTHE W '0 4
641, 170.0 To 170.0 812 IM PA 1710 Got img Ills Rao T51 Ing 1275 im0 Bm Ing 1,04 Rag MT 1552 14S 1=1 Mg la' 74S Ins MI flag IM Ina M7 6/A I45$ ROD Mf SELECTEOMUWON.TTWILL m m
Mb tmg as in. ml fmg fm3 1ma 7W tffi9 fza IMI 1Ra tut t_ tmo 9u lai Roe fmn ® t-7 15W tm5 Ml tag 1>D9 ts/.1 e1 1•.e 13M ts/.1 me 1]® tnf YIELD AMINOIUM ANCHOR F W m W
GIPACT'WHICHMAYBE U Z
MF im.0 'e]0 17a0 i45 tma Ills tmg BM 182912-TYRO a0 1426 12r! tB46 sot iffiT 12R tS2A m5 114D 124T 1413 953 BSA 12Q 1382 908 mA RR 18] 015 713 /2Q 1'L`1 B35 III 6. p
USED TO CTALIPYAODITIONAL
MF 170.0 974 1mA iM I= lisp 170.0 90 1454 1m7 pM I29 1190 147.9 OM I15A Also LAU 1� 10]A 11M R6.4 111 me 1Iso Ills MB 742 Itm 11fl1 as fi45 11m 1161 6m ANCHOR OPnoitmom THE Z so� m W
ANCHOR CAPACTTYTABLE
rzb 1m.e Imo teas fm tx.r tag tus eM Is4 R72 e42 tmA Into I47 � aae tmo fos.e Mi me tao eaB Mi WS fmg 9g8 ms 6i] Img ma 7m MS tag nr In
78F 137.4 906 1436 782 1143 9m Ing TIN Bat iW.1 m1 8S9 919 Bat 749 m3 905 M2 736 M.7 It15.'ELI rA RD 213 74.7 716 a.1 9M 112 Ho 'C28 Bm 703 TO5sob IVA M1 1=5 7a IW MI 1125 IM son ma M mA Ml MS l3 no M BID rm m9 931 IS{ ea $30 em Mt MI 45A sot a3 WS =7 Mt mT m2 F-on 82T W. M.4 M. Mg o® T2t SW mi as SW 11.7 6M $1 645 4fl0 BIB sop W CIA 6m LTA 6M 34b Bm 413 612 Ms Ba 382 611 ZS9 6M 3as Sal QZysoF BB2 SM m.t SM SAS SM Sat Cso CflTs1A M1 428 SM4M Sr2 SM 41A RB 3L1 SM 3ai 4m ffi4 W MA 49 7,L3 5M 305 49 213 SM MTtJ WS12 999 312 S.T' 3M 29.8 {19 ]t] 36/ 26B N9 Z 0 = us 449 ffit M ffi0 419 r17 360 11.1 N9 M4 3m I �fO tap >56 W �'^ 3
11,N 4L1 4E ISO 3M 3fl6 4E RA 3m 313 r6' 32E 373 218 4E ffi1 381 245 d5 ZaZ 3M of 435 2l0 3M TflC 475 ffiT ]M 1Se tl5 tee ]IS 0 N fA
120E x9 3N 3NS 111 ffi1 M4 2ag >so 249 3" 2" 32f 21A W 228 317 ffi4 W MS 313 R.$ 34 1fl7 3so U V Q O
14Cb 20.2 2M Z0.4 23T faB 2Sl tr.1 Zb a" Z.N N
RLE 6 ffi 6�L�
&BnOate 2.h Cmaele 3lttberte a52 fae. W91Nt34U F Odu K%YWd Nda
Anehar BiIB•13ro wem aria oe]v:n wgawm snstem 3rfr FJm wlQa arfao.x>tif yr D.hYtlI was Sao Bt6•Fke wta t9w nogssl nzram slzae°1 PRODUCT REVISED
Capacity lmmm Waw Mama latcam ntracw I®-sm Ittrmw Mmcma Mrxem A®eoala 162econ A Sew(G536mv 1a51 9wir(t� PIYIb9 td16 M6 Fl9dtla
(Ibe FtlT nblmce(nk 1• at? r 8f2 r 2-1? r 2-t? itl6• 1• bt? ?t? t' 2-1? r 21? 2 .Zw Q@' 0.5r o]2r EYII.C6tlB
) FmOedvat Mi ty4• tyr tyl• tyr Ayr tyr tart tart z t.w t-vr t-vr 1-w xvr t-w t-w 1-tM' t.vr t-w. z rya rya rem NDA-N"• 260408.03
2AwMa�6•/arL aG/PJ2u5Arge®p/IRp 1L 39o1m 3MW 450W MgW 910W B30W 231W on W 1]W Da 2mlm 260W 359W TNIb Z10ba DmW 3MW 5MW 3Me TA bb Wo. x1W M2W M. Erylntten Data 0512612026
dAm6ma®3.T AIF QalIm2[sAn9etaR/MFI'22 TMW Mt Mt 83119 1-0. C4oW 174UF0 ffiW SWW SM Im WP 1120W 4MM i1oW BMW i1M DA HBW BIND] 1B92W 682W BMIm 1120aa,
BAn3ve®211•Min O.C/(21225A�gefEwl 3L 11mW lfa7d ffiBW 2rGBW ® 1tg910� BQBW ?599W 2E66m WA Bmao WA t959W 6foM t110W W9W 18m4 NA t3a16 tW 1pah 13T/W t6MW
MIam40ada Pmtlgct Ctatwl
FIGURE is
TABLE NOTES:
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 2 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
HOLES ONANOMUWONCUPSSHOWNARE LLOWNOTTOSGLE FOR LRESTRI TIONS HO S,SEE NONSH ETS21- . ` Y LYNIy f'/•
• • • HOLES TO BE DRILLED THE FIELD PoLLOWINGONSENSIONALRESTRICTIONS SHOWN SHEETS 27-13. •72S 45' ` ��oN•..--••"��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS 1lCENgF'•.�(��'
4)SUBSI7ATES:CONCRETE SHALT-CONFORM TO ACT 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED 3250' Na 56705
P
FIGURES: CONCRETE BLOCK UNIT(CMU)SWILL CONFORM TO ASTM C91.WOOD SHALL BE PRESSURE-TREATED = *_
• • YELLOWSOUTHFRN PINE WITH AN Sr OF 0.55.ALUMINUM SRALLSE 608375AND BEAMINMIUM OF.125' -•O:�• �`
THICK STEEL STUOSTO SEA MINIMUM GRADE 33AND.0W THIC((7BCAUG4 SIRUCTURALSLEEL.TO BEAT 49'BAV �P yrlA IiU
LEAST.125"THICKANDAMALLANCHORS INTO METALSHALL EXTEND ATLEAST ID
3 SCREWTHREADS BEYOND MULLN ion,•- TE OF
IA
•�� THE MATERIAL i108012ANCHORS INTO WOOD MAYBE STEEL,I"SS S.S.SS OR410 %(C`S•:F[OR1OP,.�G,�C;:
ANGLE CLIP(FIGURES 1-3)MUSTBE USED IN PAIRS
A LYN alli 11 5`P.E
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IMPACT-RESISTANT ALUMINUM TUBE MULLIONS
MULLION AND CLIP DIMENSIONS A
=m2�,�. N ^^y> �N Gq � R27
o N/A N/A 6300JR 21.2
Y• one: aer: ft VUX&R JI]]!
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f9gib
Pnl4xrxxXxx a Fn
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10
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Hall e R y
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in_ Z e o O _ v •° IMPACT-RESISTANT ALUMINUM TUBE MULLIONS
S p
MULLION AND CLIP DIMENSIONS B
1a 115�
m;y'"�✓ $V, hr2 o y� ew: suw. v�.nro ame
e^ m N/A N/A 8300JR 22a 2 ioro mwmacr dwt
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In 'i�N�. ••" ����� g N w i J ROSOWSKI 08129/11 D Vv �.
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TABLE E
Mull Dimension PGTPattO �
(sh.ot f) Mullion SM.Clip UClip Angle Clip, I r.125 1j,
—•(�—.125 --I F-125T X4'X25(18) 66602 660261MM 2'X6`X.25(17) 66804 6682S2A1 . . 6961T6AWMO E4 20aP XSECTION 2125X sECnON 2000" XSECIION
1)HOLES TO RE DRIUED IN THE FIELD FOLLOWING .125' .1TS L .125DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z N W
2)SEE SHEETS'1617 FOR SUGGESTED.APPROXIMATE F---1490' �14�„� I O N
HOLE LOCATIONS. N
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS
.375 5 T-CVf HEva 1 = U W .
02,011 3.50g'�I CNFATEFCtID ,375• 5.000 N mZ OETAnE £MIN. SHEET4 MDLZ Zi_____________________ LU$ gHUO E O4.LD0' III F 3.43ir £ + 3g3g £ I1- UMULLION I I 3,436' I 1 a Z Z HDQgo po
0053-T6AWM. j I I. H 8
XS6TION I I I I I MP51 wI L DL_ _____ _____ _______� __ __ L __________________J STANDARDCUP
_ _ ~ 3CBTTEROFANCHORHOIE YUSfIE ®6 ALLLL FoU4=P.6'MUILDN.94�Ti6 C(DlI910FAtX310RHOlEYUSTl/E 6D83TUALM. R ZW N7DgNTI�OASHED6WNDARY.SEE TOPVm'N TOPV6llN NRRONTHEOh4®BOUNOARY.Sff TOPVIEW )a'O Y.O
SHEEM IS.
FOR 7HEANGIfXt QC. SIffE'fS 18-17FORTIEANQIOItO.G — D=mK
DISTANCE MAXMUMANCHOR HOLE CENTER OFANCHORHOEMUSTLIE DtSTANCEMAXMUMANCHORHOIE §�L�
DMMEfEAANCHORDWdElEA.111W. WITHIN THE DASHED BOUNDARY.SEE DWAELER:ANCHORDMMETEii.1116•.
SHEETS 16-17 FOR THEANCHORO.G PRODUCT REVISED
DISTANCE MA)UMUMANCHOR HOLE a pW,g with th'Flodda
CUTHEREro DVIMETFRANCHOR DIAMETER 41116'. BUI1dI.9 Cod'
.375 3. �G -II DREATEFCUP. .375 5•� NOA-No. 20-0406.03
MIN. L r-�4�'F' MRL �M� Expiation D,w 0512612026
375' BY Gam-
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I I I I 1 1
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I I I 5438' I 543R' `T
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MULLION
I I 1 I Q':'
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TOPVa3N A LYNN MILLER.P.E.
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r iy oN N my.:z= �N o�5
EXAMPLES
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EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALDUANGUTAR LOADING
I oil;
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LOADING OF VERTICALMUWON LOADING OF YERTIC/LL MULLIONj / / / to w W
SILL OF WINDOWS NOTANCHORED WffH INTERSECTING HORPAMAL MUWDNS 1 / / / / 0)/Jh HINGED z
V D _
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LOADNGOFVERTICJLLMUWON g N O
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LOADING OFVERTICAL MULLION LOADING OFHORIZONTALMULLION I M WIlh lha Flodda
SILL OFWINDOWS NOTANCHORED WITH INTERSECTING VERTICALMUWON I / 6uRAln9p codenB
PW PVJ HR
HGA-No. 20.0406.03
Eaplmtlon Da.J05^12612026
LOADING OF(2)HORDANTALMNLLIONS LOADING OF HORIZONTAL MULLION LOADINGOFHORIZO By Vy
1 MULLIONNinml-0Ad
I
HINGED DOOR PW FPW, i NOS•
I 7)DRAWINGSARE
� RERTSf:NTATONS OFTYT+ICAL
i P1V 00 FI URATIONS.
I pyy CONFIGURATIONS NOT SHOWN
MAY BE 1 / / THOSESHOVK LATEO FROM
I � � IT III II111///
p I i 2)IFTHE LOADWGTYPE CANNOT 0.-......
NV� i BE OETERNNED.USE •IJCENSF•.!(�%s
/ RECTANGULAR LOADING. Q:' t•P
pW PW - No.587D5 -
3)SEE PRODUCTS'APPROVALFOR
j ACRUILANCHORLOCATIONS. =-O
LOADING OFVERTIGILMUW IR ON LOADING OFVERTICAL (� / -�I ZQ
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WHH INTERSECTING HORIZONTAL MULLIONS 1 r �O�•.• SATE F :(V
LOADING OFVERTICAL LOADING OF HORIZONTAL ILYNN IuER P.E.
MULLION MULLION FL P.Ei 58705