HomeMy WebLinkAboutProduct Approval MIAMLE MUM-DADE COUNTY
I ! PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315 2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
PGT Industries,Inc.
1670 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
iimmediately 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 C.
dated 06119117, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
LABELING: Each unit shall bear a,permanent Iabel with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has,been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
NSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No.17-0630.01
M �°��;cn Expiration Date: May 26,2021
Approval Date: November 09,2017
Page-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
I. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
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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 5a'
Edition (2014) and with FBC 6rh Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
I. Miami-Dade Department of Regulatory and Economic Resources(R.ER).
E. MATERIAL-CERTIFICATIONS
1. None.
i
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-1
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-6'b Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
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Jorge M.Plasencia,P.E.
P duct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-2
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SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FORTHE 8
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUEAND SHOULD BE r b
EVALUATED BY AN EXPERIENCED INSTALLER FORTHE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENEMNGTES 1
MUST BE ANCHORED PROPERLYTO TRANSFER LOADS AND ARE TO BE DESIGNED BYOTHERS. INSTRUCDONS_. , _____ ,�¢T 9
FIGURE 1: FJJaIAnGN6._� 1 Y---
MULTIPLE� CPB�mMG THFOHVERIN'ILTAAL ARCHES iGeE 2)THBTYPEAND NUMBER OFANCHORS IS CRLTICALTO THE STRUCTURAL PERFORMANCE OFTHE MULLED UNITS.MULLIONS MULL �3 oy Y
MULLIONS ,..� iNSfJUeFDw3mE HAVE BEEN TESTED AS'FREE-FLOATOIG'ANO DO NOT NEED TO BE DIRECTLYATTACM®TITHE MUWON CLIPS,BUT SHAH OSTALLATON NOTEc 2 - C
/ SEBDETAILS RECTANGOLAR NOT FIAVE A GAP OP MORE THAN 114'FROM THE CLIP. MULLTONl40NRY 3
A-0.GJA m"wa MULL TOBTEEL6TU0__..__3 tV
_ sMFErs2� 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOA13S CORRESPONDING TO THEREQUIRED MULL TO w 3 Ba U
DESIGNPRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORETHAN.VI8GTHE Ill STRESS INCREASE WAS NOT USED AL1TDmATATtZ. _4 R (n
IN THISANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS MVIAULLINSTALATION—♦ m 0 U.
,X2X.125 MULL SMCS __e
IX2XMIMULLSME 8
INSTRUCTIONS.
SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBRRY OF OTHERS MIDIS BEYOND THE SCOPE OF THESE 1XZ?SX WILLSPECS— � � y
IN97RDCRONS. 1XlT5X16MLU.SPECB-._-8 p••y T
1 1%3.U5x Ji00 WlLBPE(S_._9 Z
�ADTI�1RUq / /III /L 5)USETHE COMBINED WIDTH CR HEIGHT OF ONLYTWO ADJACENT FENESTRATION PRODUCTSTO DETERMINE PRESSURES AND 1X4=X FN WLLS CS t7 Ul O o
STIEE192J _ 1II_ _ �SEEOEFAus ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEETNID SHEET24.FOR MULTIPLE UNITS,CONSIDER 1 X4x375TUBEMLSPECS _-/1 a j H 0 u
_ I _ A—UG, 1%4%376TWlL5PECS.�11 Q m
I -- ONLY TWO ADJACENT LIMITS AT ATIMEWHEN USING THE DESIGN PRESSUREANO ANCHORAGETABLFS.THELDLYl3i0ES1(YV F- C
SHM-4 125X>1WX2%MULLSFEO3_12
Ili I / PRESSURE OF MULTIPLE LRULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY• 128%32AX.t00 M,ULLSPEt2t_t3 V
G 126X 325X.M4 MULLSPECS_14 Z 0 'N
MjAy HDR1f BJ WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THETABLE(S). 1fI aMX.BMMLLLSPE'S._16 - W� C
U=I. HGRflOMAL 2X4x 25 MULL BPS'^ 18 w gp gg
MULL 7)ANCHOR EMBEDMENT TO BASFMATERW.SHALT BE BEYOND WALL OREBSPIG OR STUCCO.WOOD BUGLES BY OTHERS,MUST 2XUX."MLSPEf'S.__ 17' '4 d $ a�
SEEDETAaR BEANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT f28xiTfX.f2e u"P SIPE45_fe y
sxeS:i2 AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALT.BE PROTECTED AS RWUIREOTO PREVENT WX3 11AYWLLSPECS__.19 c F- W
4s•x32s BAYM1TTLL sl'Ecs_� z Q m o
REACTIONS. MITLLIONBGTPDD�AGtONS_27.21 O z N
iH1ESfRAnOH B)REFERENCE TEST REPORTS`FTL-0443,ELCO ULTRACONTAGGRE-0ATOR NOA•3 LOADING F]f.ka a a y >:o'C
e�OU mE 9)MUUJONS AND CUPS HAVE BEEN DESIGNED&TESTED TO COMPLYWIIH THE REQUIREMENTS OF THE FLORIDA BUILDOiG G co
MU$TBE CODE,AND AREAPPROVED FOR IMPACT AND NOWIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BEUSED WITH O LC Z IA U
/_i _ B WTAcr+.TxEn PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. a Q LU < O C
10)MULLIONSARE IN COMPLIANCEFOR USE IN THE"M Z
�O gc
�HOR®l1TAt /�0it 111 QUANTITY OF UNITS WITHIN AMUL71PLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THESPAN AND OPENING
SHEE _ WIDIWFSIGMOF EACH INOR40UAL MULLION COMPLIESWTTH THE REQUIREMENTS OFTHISNOA
�GTM HOB¢aNru I PRODUCT REVIUl SED
FloNm
A101L --II y y
lEN6TN INSTRlfCT10N3: Bullding Coda
NGAdYo. 17.0630,01
ADDITIONAL EXAMPLES OF MULL WNFIGUPA7IONS- 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT RBS/FfPI FOR THE OPENING USING THE ASCE•7 STANDARD. E.W.Uan D•to OS12612021
M-1 )—HOR¢WLLLv1GM--I 2)CHOOSEA MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By do 1n Det
�LF7l¢iNr r---oPErm+GWm I 3)REFER TO SHEET25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRWNGULARIIRAPEZOIDW.
r r
4)FIND TFlE CHOSF7N MULLION-3 MULLION CAPACITY ORS/FTI FROM TABLES tATFIROUGH 18A ON SHEETS 5 THROUGH 20 RESPECTRIEIY,USING
�� THE MULLION TYPE LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLYOR HORRONTALLY}THE
o��eEEEFNN+nM�[6i MULL HGwz VtRr. MULLION CAPACRYILBST79 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIRE%ENTREBIFT'M FOR THE OPENING OBTAINED IN
uWm
L r LF;oR r r M i r r F
BiEP,,.
L5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FOND THE VALUE IN THE NEXT COLUMN MICHOR OAPACRY REWIRED RBSL.TH S VALUE
I REPRESENTSTNE WINOLOAO TRANSFERRED TO THESUBSTiLLTE BY THEANCHORS ANO MUSTBE METTOAT IAW THEFULLMULtION CAPACITY.
SINGLE MULLION SINGLE MULLION "+FL B)FROM THE ANCHOR CAPACRYILBSI TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION
(MULTIPLE
�wpv GLNGw ILL ANCHORSUBSTRATEIANCHOR-CUP PATTERN MAYAPPLY)SELECTAN ANCHOR CLIP PAT7ERNAND VERIFYTHAT THE REQUIRED ANCHOR tA, V• S''��/�"A
CAPACITY IS MET. �`'t O .DEN E'• c"'�C
"'\SEECORRESP0NDMDETAW MULTIPLE MULLIONS ' •;�
FRDMRGURE,AEI V 7)IFTHE MUWONCAPACfiI'(LBSIFPI OBTAINED IN THETABLE IS HIGHER THE DESIGN PRESSURE REQUIREMENT RBSIFPI FOR THE =*; No.5B706
OPENING,YOU MAY USETHE'ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWERANCHOR CAPACITY REQUIRED.WITH THIS �/
COCES/STANDARDS USED. VALUE A LOWER ANCHOR CAPACI7YOPTION MAYBE SELECTED FOR THE SAME SUBSTRATE =•D:Y I
•2017 FLORIDA BUILDING CODE rEl OTHEDITION %�L,LITV!!! �.W.
1.2014 FLORIDA BUILDING CODE FBC.WHEOTRON B)VERIFY THE DESIGN PRESSURE RATING(LBSIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
ANSUAFBPA NOS-2015 FOR WOOD CONSTRUCTION CAPACITY(LEISIM OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENRREAIU RATION LLED FENESTRATION
�'i„ `''•.FLpg10�+'�_�`
•ALUMINUM DESIGN MANUAL.ADM-2015. PRODUCTASSEABLY.
uSI S10P1z �NA�E 1
I•AISC 36'610 8)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TOAPPLYFORA PERMIT. A-LYNN MIWHFtI E".
FL P.E.O 58705
� �*E i y
b~X
DETAIL A. DETAIL B: AMwDN
MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BU 3
OR WOOD FRAMING WOOD BUCK AND MASONRY •Alm PERsuasIRATE F
ATTAGXMENT FE su T&f6AB
(OFFSET CUP SHOWN) (STANDARD CUP SHOWN) : N
1 sNEET t. uti U F
� i 1 MULLION I I ..•. .5.':...,;.�: � N N !ll gyp&
L I I Sff 81EET5 'n IN91 a.TIW�'t..l •:','•:,EDGE w C _
Fall®1if1E f I 21.2)T-0AIIOID e I I CONCRETE OR GDI'- OWANCE uul� •J N
STANDARD Y IOTAT141S I..1 S.90 TABl a Vl
OPF9E ysa ° EDGE o • I EDGE DISTANCE 1B.In m JI
aIPMAYBE OtSTMT'E ' I FTMMASONRY W a s N
INSTALLED DY e II FOR WOW I I I ANCHOti$ a m C) N
TIBS L�TN salEws sra•MAxtnR •°°_ • I SIDEVIEW LU
Y ALLIAILL1Rt9
amvwrBE 0
. e- EXTERIOR C
°e
° .STANCE .4 G� Q
°•'a FOR Z Z Z 6 a m
LVSDtIRY n 11-- F a Z N .-
TI�OFFSeT FLPB ANCHORS u
flEOO/MENOEp FOR ^
EXTERIOR InYANDDws,evrMAr
ALSO BE USED FIXi 9 � � H Y Y
DTfa:RFRAnaTrPEs. � U _z < 3 3
TrP.ANCNWi TTP.,W p �Z'a
PR V
RSIBsrmT sMT.LSSI.fm 1.1ae
r ®'61B
PRODUCT REVISED
d
DWARM bvC"A9 PINRB MM UmFlorida
�— 9ulidlna C`od
EMBEdrm�r euDNBmp 1& ATA N1w-Na '17.0630.0.1
•/: BYOTMPA9,
AND EMBEDMENT' - SlENOTE1. F.Plntlott DRt.062612021.
BYoTw.% j". L SHEET t.
9EENOTEI. BY
SNEET t. ••-.. + ' •- .,••.`t.' Mlom Y[t Rl1O
• 6W 2i1CTIWNCRER 0RCW1'
SIDE VIEW FRONT VIEW
FRONT VIEW
INSTALLATION NOTES:
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO, 111111 f/t//
2)QUANTITY OFANCHORS AND MULLION SRE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION
ONLY.B_ E THE ANCHOR CAPACITY IS BASED PARTLY ONTHEMICHORTO ANCHOR DISTANCE THE :11.L:"�ICENSt:'•.�
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THETABLES ON THE
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. N.58705 '
3)ANCHOR HEAD TYPE MAY BE PANHFAD,HO(/EAD OR FLATHEAD.
4)W000 BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3, ST D
6)FOR MASONRYAPFUCA77ONS IN MIAMADADECOUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED �O�(�•''• ORIDP:'•\���
ELCO ULTRACON OR ELCO 110 S.S.AGGREGATOR MASONRY ANCHORS. 'SS�ONA�EaC`�
0.L/YN�I uIILLER,P,E.
FL P.E.#55105
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DETAIL E: g
i DETAIL C: MULLION TO MULLION qq^
~ au•r4eL ® C
MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES:
MASONRY STRUCTURE ML
'S (U CLIP) 1)MAY BE INSTALLED IN-rEE'OR'CROSS' 9 0
(STANDARD CUP SHOWN) PITERSECTIONS � R
via 2)MAY BE INSTALLED HORIZONTALLY
1 L
(SHOWN)OR VERTICALLY.I I TTV.ANOWR
i ErtNal n+E I Su—PAM 3)SEE U-CUP DRAWINGS.SHEETS 21-23.
/NGAIm i i sEETAILLE$ts4t>e TOP VIEW FOR CORRESPONDING MUWON Z SM W
INSTALLED EY 11 1 ia�.. EDGEDIST 1 W 0 W
tNl91IFG(CD 1 1 I I IWCHOY
1 I I I I SIF1FtRIWN.DRFPEDWL
wUIONANDUSESNS U, alm y
a
exrEoR :� wwDN z m 0
w
4 s O
EDGE OISTNfCE TMFCFFSET tlID15 ] �a E•
.WRA4VSDNRY • .. RECIXAIENOEDFo<1
FB1FiLL1® L � �
ANCNOPS .d OTMQ FERANE�T ®. M�IERSFLRIDN WERJOR j �2
�PTTP.ANQIOR G + F- Q OI
PSlF9 lE,F d Q • Q O Z N
TYP.ANCNDR 9EE 9NEET8 t1iD Faf1 N T-pb OTC
FA SU6SIRATE NOIELDGTUI6 JQ y
wA EEErAeccr ta+ae FRONT VIEW Tnrr sEE rA8 9 F y v
ATrAOtunlxr oaTAxa
EIGIFnL6!!f - SSI !1!1• ^l j Im 1E5 U Z a O C Q
MIN 2r NS1 WNGREIE OR QM NQl2r KSIDWCRETEORCW 1+ SIDE VIEW
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO PRO�UryCTgREVISE�
I STEELSTUD
B�Adlnp CoE� Ith Ne Florida
(STANDARD CLIP SHOWN) NOA-Na. 17-0630.01
INSTALLATION NOTES
srRucnlRE Eapl-fl—D.to OST2612021
1)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �PFR'gu rE, ® M e tluc ntm
/ 9eErIeLE51�t�0
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �• \/ sEEBNEETb
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE Y 2+. Fay
CORRECT QUANTLTYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HDIE
FOLLOWING SHEETS.FOR DETABSA•O,EITHERTHE STANDARD OROFFSETCUe MAYBE USED. ��� LGCAT0IS
`` IAALIDN
3)ANCHOR HEAD TYPE MAY BE PANHFAD,HEXIIEAO OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL.SEE DETAIL GTHIS SHEET.
5)FOR MASONRY APPLICATIONS IN MVIMI-DADS COUNTY,USE ONLY MIAMI-DADE WUNTYAPPROVED INVAMM
ELOO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRYANCHORS. FOR STE¢8ND9 T/u)olFA 71tAN SEETABLE9 ,��ONY IYNN�11
FRONTVIEW +moeAuwooD� e c�+ �wm'� +ave `��'C;'uOENSE•;�(���
ATTAGIIENT BY ovN
usE rvooDANaa+sFas No.587pS
EXTERIOR SIDEVIEW. -* *-
NOTES: -
1)FOR ,p;
ANCHOR
VALUES
STEEL STUDS,WOOD ,C4• TATE F =��
' ANCHOR VALUES MAY BE USED. � %�s•..�OAIDP.:G\���
2)SEE CORRESPONDING MULLION TABLES, �N
SHEETS 5.20,FOR QUANTITY OF SCREWS C!C7f( R;TE.
FLP. S8705
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DETAIL F: DETAIL G: DETAIL H: '�
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION C
j (F-CUP) (ANGLE CLIP) (ANGLE CUP)
SFS OETADSAO, -CAW
SNEETS2I 3FORNUAUAM N gbr � Ti
TosP xvssuasrRAtEs. 11
-UJON 1 II' rn U W
0 0 Z Fi ga W
0 0
O O O O O � O J N
O O TOP VIEW D
SEMaxawNwrtH xE x.+2s•. + TOP NEW ' I i j Df m Fc-
MULLION 1 1 I I Z m L0
' i i i TTP.ANu+oR O z
.EXTERIOR I 1 I I PEASOBSOUATP, U e; 2
+' 1 SEETAEIES+SOOR 186 Z yy
RTAFDMI—CNCUP I i PeA•sµussmAr� I EXTERIOR j y 5 C
400IREOTOFDFFID I 9EETABL®161® c6 )� az
CONORIONS. I 11
2PMWUJCNEAD,HLLSTBE
N Q Q Z N .-
1� I AU.ED-W OF.YW
1 LU J a
o ¢
B� j1 I I It
ANO`Z
11 i I ANGLE t1ID, FF N
I I I 2PEANOLI+oNENq z ¢ o C
Q.� Z
6L ` I I 1 I 50E RYU1 EFEF ZZ
I y
I C
I
TTP ANCHOR cS PRODUCT REVISED
PER 3UB TFM wmp1W I0+11,n*Oda
SEE TA6LES+6U3 BWltlinB Coodd
NWEL. .AU NDa-No. �7-0630.0'I
NrowoaD,srm., aANDAaoaProeE EXTERIOR ORRNNMOG �� F]IPInaOan bam 52612027
ALLM,CNOCRIIASOIWV NOCMED FIEtO. BY
MIDmI- v.oauoe on to
ONIGFWR �— K
4( F
D I ® IN.W000.3IEF1• I a
® ® AUµ CNUORMA ww I•1 FDGE N)
DWANCE
I'm
Arum
ME
OWANCE 4
'ANCHOR NOTESFORINSTALLATIONOPTIONG<
O 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. z ,��`� LIsF•'. �
NOTES FOR 04STALLATION OPTIONS P.
2)DETAIL G:SEE TABLES ISA413 FOR ANCHOR QUANTITES AND SHEETS 21.23 FOR HOLE S=�'; No.50705
'1)DETAIL IS NOT APPLICABLE FORTHE BAY OR 1.26'X 2.1P X.126•MULLION. LOCATIONS. _ _
2)SEETABLES I8-133 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 150 OR 165 FORANCHOR QUANTITIES AND SHEET22 FOR HOLE .4• �}7'• /
LOCATIONS.
G i�T'•. ATE II
3)THE 2X5 CLIP IS NOTSUITABLE FOR THISAPPLIGATION. Ft �i�CCs'•.�YORIOP,�'�=`�
��NAL�E,�N,�'.
A LLN+MIlLetrr L�RE.
s FLP.E.058705
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TABLE 1A - D
j MAR.Capacity Table ° g
Opening WAMt(1-mvra9ygiatafgm0a0)m Op9nb ffel {Ta11tnlT1xd9*".-fg MA-) C
Spb Nb To Net .0b IOOb tab W1. INb
K-IPm Tg M.- fYc vm Tn9T4ay R-ww n TwmW T19R� Ratzqun TFs/alaig Reamnp9n Tr+prr9vp F-dw. TopRAmq. B.mnpler Tap,116 9 R.cblWl4r T.pTmla
1 x2x.125 -L ft Lmft tmmq u-ft Lm490 I-d. ua q ito,arq IsenO Lo.05q ta.tbo -*v U9.aiq t9.-g L--o 1a4mq lne0q ta6�q oY
lai"III I
z L W
p °
an 111.9 4a i244 222 912 N8 if" MI 1AI Im 10.e III 944 toe tat M9 eii 40e I0A 319 M9 405 104.01 n9 I NA I409 I01a 310 WX 42 Iw.o 319 330 405 IC eta o{ J (J)
Nb TC. sit US I Me eM r2 A4 262 me 1. e7.0 m me 312 ei2 24e 41.3 312 6U 21/ as 312 e1.0 I sN I SU 312 No 20 2ae 312 No 244 234 312 No 244 ¢ :3 � N
N.e2eb no MI me MI su of eta = u m MY a4 m9 211 521 7a 2a5 Yet sat >m ate 201 4ae 1 r4 M 2n 00 214 a4 M1 1.3 219 2a0 rI 4U 219 Uj
64p eta MY No w no 21/ 49A m 1TA 24T NA is m4 20 41a 11A no 247 NA 1" tea M m1 In ra 2R ]a1 1m 1a4 M7 mt 1. 1" .0 MI 1al 2 m C to
LU
wm sa4 zao na Im me as 05.4 tee VA 2ro afA fw u9 2w a.9 1N ra 2m as tag 192 tm ua tsT tag 20 ao IN z
m
3 60N Sit iet as 1R as tei NS IN aT let a.9 11. a.7 tet M.e tN 1eA 1n ae iN tee UI 2t] 1N (j Q
B Nb a.4 iw Y.e t4Z 240 IN Zei I. Sas fee z;t i29 iao tat zi.o #1 z V ° (=.7
741. a.2 1a 22] 1a tee IS I9A 119 1ao lag 1T.s 110 N D 0_ Z
mb I" to 117 f09 I&T to !ed MI,
ieb va ve to to J
z1- g N a
TABLE I ANCHOR CAPACfTYADJU57MFM FOTUAULA: t2
AnehgrC4 Tabl9 ba w e �
em..Ie 11.(sanr. is4�n tmw.wu A4m I]N vJri°m si.nl (Dp ))((ANCHOR CAP.,es,�-ACFtORCAP.s r N
OtS vso - g4•ss FED a�w•tT:9 w•s99s. nasal memo mama MUWONI .AW E UI XN
M0h0fGllp Pallema MgorTYPe eI1S@o199aem VY Em9UDracm 91SFk.Uesm w,ao UOnm K Y°Y
NP.CM A99na.lu ummm AppeCapr e.Ar lcslsw.(ss1 em(G5) USE THIS FORMULATO OBTAIN THE'ANCHOR g 4N y tY
s4>•mlmr>.T°[ I• avt t' 2-J& sue• 1• aIR' itlf r a11y r 0.4Y aH• aazr CAPACITY REQUIRED`COFRRESPONOWOTO AN X Q p C
BmeetnW lbi 1a11• 1.q1• we I., r 4v4• t-w• I-v4• ays• t-v1• 1-v4• r tse• wla• wme ACTUAL PRESSURE REQUIREMENT FOR THE
2Arcm.®4.iS Nh 4e/smmaam0lw Ompg.tY emm a9om Nom amm 1 . ao. 2eo. a64m Ho. n4m N4. 91Bm Him N2m awm OPENING.WHEN FT IS LOWER THAN THE MULLIOND. ' Z'O r'(:
4Anefm0i.la•1M 4c/ahMa0(m0aeec4p 0q.xt 4- Toom W'A wA WA Mu mm wq wA wA WA wA N2m Nsm imu CAPACITY(FROM THE TABLE)OF THE SELECTFD o �y ��a
4ArcMn Ga•Mntl.a/(9Ia�sAn9b®w/pl9.e[ TNm. iN. amm tseom teas. w2 swm ww i80. iN. MI. I-. we an. twm MULLION.IT WILL YIELD A MWIMUM ANCHOR 89 _
2A° &OAS Pin 4a/ul2At trmi.t2S worm,(F4.1 WA WA WA WA WA WA 'WA WA WA WA MN WA WA MIA Tfem CAPACITY WHICH MAY BE USED TO QUALIFY ���
1 NeemIF49lPo.sY 10m 1m. tame ua. -. w. INm iTm eTom term .Dam 4nm rW. m. 2wm ADDITIONAL ANCHOR OPHONS FROM THE PRODUCT REVISED
1 2Arcmm®i.1a•un QC/FaW Rl0.e[ t1.m as0. WA WA WA WA t9.m WA WA NU WA WA MI. M2m M. ANCHORCAPACTYTABLE BOIIdltmigiCed w114 the 119r1ea
NOTEFOR THE OFFSET CUP,USE THE SAME Al PATTTiiN ANDANCHORVAlU6 PS lHE BTANOARD CLIP. NOA-N9. ,7-0630.01
E.pirauon oAW OW2612021
By
Mlun I•r°Eact
FIGURE 1: FIGURE2: TABLENOTES:
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTAUA77ON METHODS. -(1.000`r--
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDTOR OPENING WIDTHS IS ALLOWABLE Ir
FIGURED
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SG1LE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
NDRUMLESTO BE DRUM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23 2,000'
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. f
�t
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLIDWAMD GROUT-FBLED •12'� ;�;�ON`ENNNM�/��t
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CSO.WOOD SHALL BE PRESSURE-TREATED 9F•''•Y�:�
FIGURE4: FIGURE& FIGURE& YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063TS AND BE A MINIMUM OF.125' I '•,�1
(� THtCKSTEELSTUDS TO BEAMINIMl/MGRADE33ANDA4S'T)0CK(18GAUGE).STRIICTURAL 977�LT0 BE AT t'Xr%.12SMUWON =* N458705
IIII I�II •_ II LEAST.126'THICKAND AX ALL ANCHORS INTO METAL SHALL EXTENDAT LEASTJSCIiENTHRFADS BEYOND = •� *_
THE MATERIAL i)10a012 ANCHORS INTO WOOD MAY BE STEEL.16-8 S.S.OR410 S.S. 0.1
A��• STATE F'�:•TV��
ASSF<ORIDT;;+G�C�
/•........
i /ANAL 6 tt.�,
A.L'FNNMNQE}3.P.E.
FL P.E.S 587a5
I
I
I
!
I
i
TABLE 2A $ R
! up-W ac Table -
Opening Width Vorm+6®%sPOWMnuFvM)ar0 enlnp HeghljfVIDdmlfa44iwnring mi6wo)
I, bOb WM mi. Bon min tmn tmn tan tan 2
R...- R.ISit+ti indxpWa TnpITMrQ Re4ag5.r TmAR4riµ RvGaWBar T7Bmaap pe-v., Trapf4uD Re<hiP1e1 Tr+dT4ap R-2,-I-Ifna4 RedaryuM Tr.MaaQ RafvWGr Tnp/laang
1:iaa75 $LbaQm Lo.Av lmBiO ln+dro Lo�lp 1Bama tmmrD BadBV LBBGUD lmum Lo-D ia>dBV -u v Wsere IatN tmdeq LmSW Im1m �y.
wQm.Tube d � �
Mamon qg$$
LGdC Za $G iC i g i 3g i SS Z zC i 3@ i@ Sg zm Ili
K O ul
'4Xn Ina ® tia0 W 1%] 6R iao 47a =7 6m 17QD S. ".5 In 1W,5 518 INS 602 15a8 517 Boa � 1m9 SIT M7 W 1660 SIT a4B m INS SIT 94T 03 - SIT W J N
qn ft1A 6W t]eo I1B tOLI Wr 1182 NO eeB 6R 10AT 4m 1A0 SR im.0 am R.E mi 044 Ar Eae 6R B80 ]m 6Q] SR 89.0 am QI SOT 6g0 3m -D SD! ego ]m K u N
m679M foi] L`B 1HB a1B m4 460 BSB 771 ill 4m AS ]1 B 4m file ]® RA 4m 'aL] ]R su Vb Boo 2m ti2 Im 60.0 7m R.O 4m BQO am R.4 Im SQD 158
54M BSI 4m a1] aW n.t 4m BQB ]7a Bt.O 4m TLi m 514 400 RA ]1B 4T.5 NOD 81.0 NS Qi ADD all 114 ]SS Im W.e aM a05 co BLB all 2QT 4m ela ]f] O W m
MI, B2] ]2A ®,9 2)a 51.8 W4 RA 2m 448 TI 61.2 m4 7aB m1 4U, mo Me ]2I dB ]R ]11 flI QO 1m T5o 821 a,5 2W 121 121 4Q3 29 1g6 m4 4Q5 m � f Tp �
e]n 63D M R,4 ]9 NB 2G 192 14e 3A4 2SI QB N1 a1B ml ne mi m,B 1B1 R.1 ]aI 74B 2B1 ail Zn TLI 394 ale 130 tU M 114 2m 1A9 281 S14 ]a0 Z
.Ban 46B 26S liS Tm 80 1m Q4 $ ]14 2m R.9 221 ]B.] 2W k1 11S la0 am ]1.S 2m =4 1m AS 2II 115 Zia :AO 210 iBT 16B 21.7 m9 1le 2T.1 TW 2
Tan A. ffi Oi.B 1m ]0.0 ffi M2 181 8T $ =4 1B8 126 $ 26a 1W 1g0- 2Z 216 103 160 $ .1 Im T50 Zm W.] ITT RB lib IRS ITS 1%3 MS AS1.170 N z � � �O
Tan ]ma ml 9.0 t)T 150 M1T2 to 21B Nl 110 1m 112 mT as IV 1TD 2R tQT Im tia 2Q fa1 1W QB 21R 1Q1 ta0 iB9 2m 15B 1m gB m3 1aa 7 1m In Z
]Sn 16] iB1 146 Im 11S 1B2 1S1 1m m1 10 21a 182 1T.T tm 1gT 1m 1gT 187 tg1 IR KZ IB1 180 tm 11S im IaT T52 1g1 18! }l1 1a AB 1m 1l1 160 J
mM la6 1N 1g0 in 1a4 1N 1Qt t2B 1�1-- 0 a N N
min 163 12J tA8 to y y L -80
TABLE 213 ANCHOR CAPACrfY ADJUSTMENT FORMULA: W
I Anchorca TabY
s�nelRls In IbinlNn a.0 arc. ItaNVCAW DA1 IRNIIB4 BIeW (pp)X/ANCNORCAP.,e,e,\-ANCHORCAP.a K Y Y
SnS Etrn V4•ee Ebo MIS Emb 1JI.59 Eka n09kN n28mtl n26'M1tl MUWON CAP.,e.„ F X Q 3 3
MeliofClip PalMme °Of�T°' vte•Ex�tDmon w•Embu9cm xNa•aw uersm w•Exa wtvam S
imam AWBQSIBI 1BB4u�t ABplbmr s<me)cs)som.tt� em.(6nX USE THIS FORMULA ORRES ON ANCHOR t7 O O
Edae ollmse BDt 1• atrr .t' 1-vt sue• t• a1¢ r 2-lw r >•ur r D.a• Q5I• w4• CAPACITY REDUIRED'CORRESPONOING-TO AN d�{ Z
EmbeBNnt Mt fya- tsv tsr 1ae• r 11/4• 1-p1• I-V, TV'. 1-IM INC r tse• tyc vrm ACTUALPRESSURE REQUIREMENT FORTHE E
a Artlon04.ib'Mn.0.C/Slvma4aUn•t tLB Iq.12 bBo m4 am me Imw Nam ltW m. 2am. mom. ss4IOe Man. ]i4m W4me mu ]1Tme Wm SWme OPENING.WHEN N IS LOWER TWIN THEMIALION - �Y B �
I AnvMaO LiS•Mn.QG I6tvNN1>tie.p DBpy.1t 4m me Tmme WA WA WA WA Sm IBe WA IW WA WA WA W2m1 WBme tuvme CAPACITY(FROM THE TABLE)OF THE SELECTED CC
IArclmR mr o,nQ/mlla-)al/ffb.ai im e>. iW m1 Bmen 1mam4 lam m. Sam. am m. Ru 7mm Tam. emm I- m21b1 enilm 1tmM MULLION.ITWILLYIELD AMINIMUM ANCHOR PRODUCT REVISED
2Arcim f4 QIS Mh GItWp,NB.12S A1vn IRa 1T WA WA WA WA WA WA WA WA NLI WA WA WA WA WA T15m4 CAPACITY WHICH MAYBE USED TO QUALIFY geempNing Nifh N�Fforfda
I fAa:Mr/Fapp$sT tmml Tm IBa 10sM N5d ®me tssm. tams tome Roon 1RIb moy Inve' 1mb al m+' zmm4 ADORIONAL ANCHOR OPTIONS FROM THE NOA-np CCoodd
2Ambm D1.1S NBt O,CJ ROIp IRO ek lama YA m• WA WA rYI WA 1mml WA BW fCA WA WA N1b 4121b SBBAe ANCHOR CAPACITYTABLE NDA-No. '17-0630.07
NOTE--FOR THE OFFSET CUP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. E71.don Dalo 0 5/2 612 0 2 7
By
llmnmml�utt conlm
FIGURE I; FIGURE2 TABLE NOTES:
® 1)SEESHEETIFORINSTRUCRONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOAOBIG.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS I'ODD•)`
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3
3)MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENS70NS,SEE SHEETS 21.23. �, 111t IIBI I/i/
• • , HOLES TO BE DRILLED IN THE FIELD FOLLOW NO DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 T
FIGURES SHOWSUGGESTIED.APPROXIMATE HOLE LOCATIONS. a0N••""-•'M/T�
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT-FILLED 375' `;'• •••.'P
CONCRETE BLOCK UNIT(CMII)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED ,' *T No.5B7115 *_
FIGURE4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SO OFO.55.ALUMINUM SHALL BE6W3-TS AND BE A MPIWNM OF.I2S -
• -� . • 1'XrX3iS MULLK/N -_
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04S'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT •O
II II I LEAST.125'THICKAND A36-ALL ANCHORS INTO METAL SHAH EXTEND AT LEAST 3 SCREWTHREADS BEYOND %J3 ��:, �
IIUUIL���I)LLL-_J•JJJ) THE MATERIAL C10&p12 ANCHORS INTO WOOD MAY BE STEEL,1685.S.OR4105.S. �,At'', A� F TT/.
' A.LYN46'1 ER.P.E.
FL P.E.N 55705
i
TABLE 3A °
! MuSbn G c Tabid(msI1LtI
Open7no mtftBn)oropanbg HeIghtlbrleHmrd*4pudrO=C m) C
WF Wa".
nln Wk Wh laaF 120E 110h 100E �.� C
R Mpa. Aa{T7a+G RamnpluIB+ nryRAery. iteaglu T.O.- Rabyla 4apl76ap. 17ea1°Wu T-affS g RerWWw Tlgenlup, en°b T.PfTdn R.a.vft llv�2.
l i2.761 10.!•o Lam I_.. aS 1na5'g Lft 1<eJN r^Em° f�V '^�9 �V �1V 7oaaw Lm v 1�a00fp 0Ae6^9 Icdn➢276 M.
TUDS
V an It
Rh 17Qa am 1m0 W in.0 7Hm 9n0 5. I1n0 � Ina an 1700 HID Imo m 1ma 1240 Ina 6N 14ar tat tma SN IVA tIN tma a2t tub nal Dao a,ah 1- 7W 1n.0 a, 1mA - M T.0 6fa 1m° it. Ima Bet I51A 119 D6o m I]B.6 1139 Ima em I139HM 17.1 6W VA 11. lm0 Ba W.4 tI. Tm0 6Ba ] U.Sa m. Ima IQ Ima Sa 97SA ageIOL 17nD Bad 14U Iori 1rao T21 1]na 1= Imo 747 117A tan Ina 71B VA IaJz 1ra0 1W WA 10R 1m.0 7W m4 Ian Ina 79
Mb 17a0 191 1m0 en 181.3 Bat Imo at tam" SW lewT TJO 12D9 907 1Q.6 7A IDIA 897 145a 714 Sae a! AL1 710 m0 S07 IMA M SSA 907 IISA I'm ans 90T tan 70
Wla. 141.1 n! IS'A SZS 117X r3 IN.] W1 .faa! m 1Iza 599 002 R9 10a2 m m m 1aa 881 ray mB at 578 !ae TJS Ila 574 R4 m mb m 441 nb 01A w4 � r0
Wh 121.9 668 13U 6m 1011 Bag I1I3 W7 VA 6W W.9 M7 TSA - MI BN 67.7 6W W W1 SB9 &t TSA* 90 S0A SW Me 621 116 6W m! SN YI BgB T5A 521
WM _A Boa Ilad sm m3 em Sat 511 m7 Ba LSA WI WA Wr "A 4M 50.9 bar TIb 4W US SW WA aI ". W WA 470 37A WT 6aT 474 311 807 Ba.T 411
Z
Rh MA BID a1a w ea0 an° 7. W wB la MA 429 Sib 510 !7A Ne 464 !10 S7A 413 400 510 Bab fW N.a 610 419 402 >02 510 444 NO 2SA 610 ".4 we V1 rL N $ c
=I mb 6ad W R6 4W 6),a W e1.7 492 aA W M.1 385 a14 W 4a9 ]7e Dan W NA ]m N.1 4 S 41.8 3W 2BA 4W 37.7 393 NA W ]B.a 3 S 213 aW 31z ae � � ' � n
mh 942 W S/A mt, B15 W 5. m 4a9 W 498 Ne 4n1 W 441 380 ]Sl W a9 ]6a ]2l W 3a1 y1 2BA W N.4 344 9.S W !28 xt m1 W >?? ]W
SON IIA 3D N.1 290 N,B m 3i4 Sty 2a9 m NA ]80 Al ]7l 2u ne 212 nl 1S.T 91 209 327 211` 1W 17A as 21A 282 14A >n 1" 256 - - Z Z N Q N 0
Q " Z
Wh Kt m ssA 2bi >e.1 1dr 199 0S1 24D Tm 260 No O.S.2B1 at 2a4 1n1 2Bf 2aB NO 1TA 2m la] 2T tU 2R 1e.! 2]2 N K tiO yG
torah 21z m �17
2W m2 ]D and im iTA 1'D IflA 191 tat 1a0 19a ^' fDto
S
ft1k 2a! 2u 191Idbtee
IW 1r U X Q 3
TABLE 30 ANCHOR CAPACITY ADJUSTMENT FORMULA: a r Z.0
I ha,Ca G
At c Tabk bsCHO CAP.,�„a, o €�0
eanaera 2Ia mATne aM rvra wm.neu 70d5aau Prh3p0 ]Ym (DP-)X( )-ANCHOR CAP.- -
TAN R WON CAP.,e,�.
6nB•,aa u4•a9 Dw 5n8•Eko V4.69 Et1 Na p 0-Loa t In
MehorCgp Pdttema A"t10' v1a Em Wnean w•Elw ute.r Imaoe ylsDoovaom w•Em lMrm Mo�v wrsm A®aG4b.sun P551 eon•.l� eexsles7 USETHIS FORMULATOOBTAIN THE'ANCHOR
EW,gewrcelmk +• a1? 1• z-vr }yy 1' btA• 1• 3-1R 2• 1115 S 0.1e' ax• n3N• CAPACRYREOUIRED'CORRFSPONDINGTOAN PRODUCT REVISED
mp 7n 7th NO FI°rtah
Em6_a6Mi we• 1. 4w• w4• 1• r-v4• I-w• 1-w• 1-v4• 1-vr 1-v4• 7 1.Ya' +am• mtea ACTUALPRESSURE REQUIREMENT FOR THE 6ullCinp
2MatmnOus•Pei acrsmmaororon ab 6L.+k 3aea team aspen glom uam 27om aWue 0 lam Nd as Wt Mem Stlm N211A Mom OPENING,WHEN I7 IS LOWER THAN THE MUWON NOA-No. 17-0630.01
I4Asama®L1s•Naa nnrsWmNLaaaea eop 0Y.27 4W as Taom wA wA Iw WA aWm WA WA WA WA WA Balm asm tlmm CAPACITY
THE TABLE)OF THESEEECTED Expiration Von Data OSP2612021
d Ao4va G3•Ian acrpBasArah RW lP10.3t leaod 7mm Bmm 19A I6a leaem sam 5Wm WA TWm Tam man lava° W4m eW lm +1mm MULLION.ITWILL YIELD A MINIMUM ANCHOR Pn
12AnaM°®0AS'Yh 0.cIUAb.M0.124Aua PU.4t WA WA WA WA N/A WA WA WA WA WA WA WA WA WA NSm CAPACITY WHICH MAYBE USED TO QUALIFY By
I 1ArctulFiAp�0.5t !aft
1e5 me M. -oa m 'IS., faw 117m 3T0m Man 3321114 4nm lmm 221m 3W Oa AODITIONILL ANCHOR OPTIONS FROM THE Mlam tContro
2AraMs®1.1s•wn o.0 Fab py.et zwm vim WA wA wA wA IaO ma WA WA WA
WA WA Nt bs 440 av se0b ANCHOR CAPACITYTABLE
NOTE FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS-THE STANDARDCUP. \CIRCLED VALUES ARE USED W THE EXWPLE ON SHEET24. -
FIGUREI: FIGURE2 TABLE NOTES: �J
• • • • -•1 1.800•I--
• • 1)SEE SHEET I FOR INS7RUC710NS ON USING G OTNETABLES AND SHEET 25 FOR ON LOADIN
SEE SHEETS 24 FOR GENERAL INSTALLATION MEMO& 11111 r l r
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE taprlY LYNry
FIGURE 3:
3)MUWON AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOREXACTDIMENSIONS,SEE SHEER 21-23. 2.760• '• '•�
• • • • HOLES TO BEDRILLED IN THE FIELD FOLLOWING DIMENSIONALRESTRICTIONS SHOWN ON SHEETS 21-23. �.: N0.58706 'p
FIGURES SHOW SUGGESTED,APPRO70MATE HOLE LOCATIONS. *_
ANGLE CLIP MUST BE USED IN PAIRS. -
CONCRTEOLOCANCRETE(CMU)ALL CONFORM SHALL CONFORM
ACI TOA301 SPEGFlOOD SHALL
HAHOLLOW SSUPZ-TREAEO
FIGURE4. FIGURES: FIGURER YELLOW BDUHERN HITCMU)SNSOO,FORM TOASUM CSC.WOOD SNALLND SEASIRIMUM01,
YELLOW SOUTHERN TOBErrHAN SG OF 0,65,ALUMINUM SHALL (18 GAUGE).DBEAMWIMUM OF.I2E
! THICK STEEL STUDS TO BEAMINIMUM GRADE S3 AND.D95•THIq(l1G GAUGE.SiRUCNRALSTEELTO BEAT •'•:�OftIOP,:'•\����
I•X2.76•Xa75•MUIlY7N
® •
LEAST.I2S THICK ANDA36.ALLANCHORS INTO METAL SHALL IXTFNDAT LEAST 3 SCREWTHRFADS BEYOND
! • • THE MATERIAL R1°8612 ANCHORS WTO WOOD MAYBE STEEL,I88S.S.OR41055 A,r/INAL Ft.
A.LYNN MILDE R P.E.
FL P.EA 58705
I
i
TABLE 4A R
Ma10an CanftyTabfit
OppnMO�W�-v.*Opw-a7+9^"n10B)erOpOninp NatOht(fOrMl�rla5/-spaml701mAi0rs) pg�V
WM Wh To Wh Mw 1Wh luh lat. 1Wh
1[L76i I7ASb�0&• inpRdag Imc4 yle 7mP'OVr4 RetlsW+ Trey111srF 7MbrWer TryJDMI6 flm4iAb T14•7 R-CYR T-#T&iV RctrNtr TVTb'0, W�Ah TvW76nq. -pn T9a76®W
InprmC Lce&q L.&g -ft IaaSVD Li, lDedV lm9.p faEN laa01C LW4np L®5n0 1D�0 tosdaD eosin➢ 7mdn0 lm�A 74a1w oY
ASIA. LL
ya r 9g S rr p yp Rmil
r •^ gy r hN
na^ }.,. a �' P py n r r
rub.
G @u Uo 99� 3� Y�t V� � �Qu u� � u 3� 5 � � Q $ SB42 a s j, 1 �� a f o W �
{2M IMOJ MI I fm0 '435 -fM..0 7" Imp Re IMO M 1170.01 SW IMQl pM 170.0 610 Imo 11110 1 ImD MI 170.01 U40 Imo 6M Ra0 14M 170-01 SH I•A7 1=0 Imo MI 13.1 IRO 110.o 3L J D;
uh I Iml 1 10 LIM 624 170.0 ON Imo 5N tm0 W2 Im0 I MI Imo I IIfO 17U mi uIll Im I I= w ROA II11 Im, "II41.7 "17 fmo 64 :NA 1417 Imp BW IM.3 1417 IMU .0
SD U
�$
R541 Imo 7{7 T70A 589 tm0 MI 83I i]aD Im wf7pD 11W tm.0 727 1®.6 1306 17a0 7R He] 12W Rao 7W 1M.D 12W Rao 75p 1045 12eB M. T56 VIA 1218 ffa0 156 u m O U.
541, 170.D 7Q7 Imp M2 170A IN 170.0 6M 170A 1110 Imo 151 IW.7 tin iMD 4W 13U tim tm0 MI 12D.6 fIW 1m0 ON IMS 11]0 lima Mi mi I1]0 ITD.0 MI T5] U30 MO M1 -a1 In m LL
Wh 17U MIS IMZ TM (4OA MS IQ] mf all D1S f4a5 M fall 015 IM3 735 %.0 915 19a 1" Ql.p 015 11a5 T20 732 915 114.4 714 MA MS IMA�715 SIA MS 114.4 715 a ~ N 2
{{ ME, 161A 4W IOTA Rp ImA ON 1.0 ON Ims MI 12]3 ®1 MA en It22 610 64A MI IWG M Ta0 ew M4 ON M MO MA 60 542 MI WI NO ITA e7D 94A "I ? Z
y' wh =1 7U 140A,BIN 1fOD t5T ifBA �' W] 7R 106.2 QN m.! 7R ea1 M4 PA Is, 0.1 6W 64.0 TR M2 OW OSO 757 79.0 50 472 757 Tat SM n] 757 702 5M R ✓A(;
13ITth 1M.7 G]B t0a6 552 K. B1B B1A S10 TLl f7]0 W.1 5]0 ea4 QH T22 521 m5 MI INS 514 50.0 MI R] NO 424 WB' S72 6W ]9] Qe. 63] - ]IA we M2 wr D-N 2
is I, flay "I wI IM 7x1 571 Tab 4e9 a QLI RD S21 .91 646 OI' 4a0 571 653 4W 432 571 61A 452 ]a0 5R R.0' u1 ]0.D 5Tf 146 4{T 270 6H 11A 40 7 =
Ell
50 M.4 R4 m7 S42 7ae 445 "1ESQmi tsl WO ]0 mi 449 "1 W Oil 4M 440 W R] 4]1 31] SQ 120 479 MS 542 40.6 4H 2i0 SQ a1 4uNmi 407 mi 701 .4 401 4i4 355 ]T3 1% US ND 925 4% 36] N] 3ta IW IIt J]e 260 4% DD SN M.1 4% 29.1 IIr 18.e 4% 21.1 >a IQ] 1% 9.0 ]1B � W.Z!2A ]Se35A a16 373 314 =7 ]74 ]SA 700 MO O56 2ae 3D1 m u0 A7 W0 21.5 150 24.02W 17A21] in 125 Zs7 fah 2ST fD8 244 fa7 ZA I_ w I7.6 36i 9A ]A2 ril ffir ae 73B f0.e Z]I 20.6 95 /i] 791 19] 3N 1i{ MI 1a5 ?m Q W 22A m 22] 2 1a7 22B lae 24! 147 2A fOz M < x < O'C
TABLE 4B ANCHOR CAPACffYAILIUSTMENT FORMULA: Z
McnOr a TaON Al1C71DR CAp y- gK .p
cee.e.lo xn raafm ].n�a tem.cslu Tih6UA1 Prwem Neu? (DP,)X( ��ANCHORCAP.� -T
vte•Eup 1M BS Ehp viO'Qcp W O.S. np suzf n2sea 413 a1M N{UWON CAP.e,a.
MCnOTCppP]tlem] � M18'EmplD4xm� }N'FYo1lIDasm M10•EmeMmsm tA•OlvMeem
ITmcen ADPap.mr W'san ApPeOebr sorzw(OA eas.1037 Bnev0rs7 USE THIS FORMULA To OBTAIN THE ANCHOR
PRODUCT REVISED
E6P Mt-M5 r avr V 2-17r 3-w 1• a1m r 2-1? r >Im r 0- pAf Ds4• CAPACITY REQUIRED•CORRESPONDPIG TO AN �nB vaLN ehe P7oAda
FmlleOmerel tarr Tarr bv4• wra• r 1-tr4• 1-M• I-M4• .1-w• 1- - bur r 1-Mr urr vmt ACTUALPFtEBSUREREQUIREMENTFORTHE
Bu P
ltEinB ea
13MeMa G4rC Mha 0.GI51aML4agee(Glp py.l] Mix NDOe ISOW QW me 1eNW ]i01. .01W ]Sl ma rw DM ]r4 me (541ee Memo N1De 11'e me SWb OPENING.WHENIT LS LOWER THAN THEMULUON
HOA-l/ '1 OS30.01
,sAn1bn 01,1E Mh GG I64dvOD40mM fAp Olp.2I wDb iW OA WA WA WA WA NOII6 WA WA WA WA WA 6B2me Bey t120b CAPACITY(FROM THE TABLE)OF THE SELECTED Expiation 0-051261202/
4Mtew.03•f4A o.crplvsAW.QpefOp.3 7w6a rWm aWm fSWma fepeme spa ueua NA 7We+ ueb emme 1e4xlee 6e2 m] 1wt. MULLION.IT WILL YIELD A MINIMUM ANCHOR
2ARMe 0 OAY Mal GG f II-N MO.--tT WA WA WA WA WA WA WA WA WA WA WA WAWA it5b CAPACITY WHICH MAY BE USED TO Ql/ALlFY 12
I AnWnIFClp p72.R 1Mmt IDS Oa gum sub MOM - Rome 1R Q. NO me iRmf ]II lee M 4n 1Nb wl. 2Wb ADDITIONAL ANCHOR OPTIONS FROM THE NGam ac ContTo
2MNm 01,0"0-C/Fs]4012. 240 me ]30b WA WA WA WA 1Wb WA NR WA WA WA NIM 442m1 SW m1 ANCHOR CAPACITY
NOTE FOR THE OFFSET CLIP,USETHE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CYIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET24.
FIGURE 1: FIGURE 2: TABLE NOTES
--i,.DDD•r
1)SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES ANU SHEET25 FOR WFORMA17ON ON LOADING.
SEE SHEETS ZA FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ` 111111Ifrf7 '
FIGURE 3: 3)MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. wsr t UCENSF:•.
• . • • HOLES TODE DRILLED IN THE 1IF3D FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I *. NO.58705 -
ANGLE CLIP MUST BE USED IN PAIRS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT-FILLEDL //JJ^ *-
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE
p'�` 7-7 ��
FIGURE 4: FIGURE 5: FIGURES. YELL OW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BESDIOfT5AND BSA MINIMUM OF.1 L
26• �f4"f;
THICK STEEL STUDS 7O BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT
LEAST.I2STHICK AND A36,ALLANCHORS INTO MEfALSWLLL DCTFND ATLEAST 3 SCREWTHREADS BEYOND I•Xx76•X.65P MUWON i�'A�s9•'• aRIDP; G��`�
R THE MATERIAL A70 8 N12 ANCHORS INTO INTO
MAY BESTEM,188 S.S.OR 410 SS.
rr lass'`
A LYFItS4u1ILLER,P.E.
FL P.EP 68705
I ,
i
I
e
. � f
TABLE 6A 8
M dflan Capackv Table
CP n"Ilmo dlh p&vmum"5l*I m151oILa)orOvmIn;JHe1%Qht(lmto w*u mumm) fffr111
Wm Doh Tub Soh Wln 101. 1 IWh 10b 10h b'
RSchegM1a TnpNag WcvOtiv TNWN n, R-.9r T.MNIIa R-9. TNpfitlup ItecfatD4r T-MISM R]Ravtiv mepRde�y P.cWPiv T�idva. IteCvpdv T Mma RedaWdv CWIdm.
I'X3.125' loam4l lode Lodnp I-ft Lodta t➢dv LPatlaa L=Qo L=ft LD ft laamq LSO 4otl'4 Loasno lostlry lmdn0 IDdla lwdm oY
.6ao'ANm a g yg a •^ a^ yp r r r r ppp & r ;�•^ a r ga
Tub.6Na
42b Ira0 NO IMPI 4M 17U 7" Im.O 47a 1700 IN Ina 506 170A ON Ina 510 tract 1116 17U 52t 170.0 1240 Rao M IMP 140 R0.0 521 Imo InS Ina W 154A I= R6a Del - !S J v7
bb IM, TM +rau SN IroA Ma Imo N, 1"A 002 Ina 6m Ina I1a 1ro.0 W1 17U 1275 Ina W Ina 1417 Ilan p0 157.7 1517 170A DO 1351 IW Ina aW IMS IST7 tM0 NO
a 7 y
Y5
si¢TF nag 717 +rao � 1rao Me Iroo an 1ro5 ta4e 1rao W4 1Tn0 n.s 1mB Ta traa tws 1Taa TR Imo I4w 1rao tSe 14Ia uW vno TSe m3 fa45 trao TW tm.] t46s tTaA iss � w 'o$
um Ina M 1Ma an Iraa rA 170.0 BOI 1ra0 1110 1=0 rA M. 1a5 Tina Bm IMI 14m 17m W 140.5 I'm Ina 959 124s 1401 1TOA W1 INA 140I :MD W1 D11 1401 IMA 6St n-' o W
m w
-Dab Ina WS IAA 701 Raa, JOIN /Ta0 MY IRS 110 R0.0 Bfe Un7 11W 1BI.0 Ota t213 11W INUI MT t1to 1150 14D.7 eta a26 1156 14CS W3 7031110 1".5 SM 69.4 We 1446 W] t" z
mb 110A WO 1ra0 N5 ISOA f019 110.0 aW 1]TA iwB IS99 BW 110A iw9 141,7 61B In63 I= Ina Da 9%, 1NS I IND Me INS 110.3 Bm W! INS JUJU B70 WA I0S OLD wD Z � V1 1, g. Q
Wm f60.s ➢M fma 7" 1IDA-➢e 1MA BN 11&1 90 1]37 IN 10C2 W I21A ITS 02a 955 1172 M 414 Ba IM4 757 tips 6a W.S T44 We W ei7 74D SLt MS Oil IN
,j nF 126.5 am JIN,sl 07 1a7A bra 114.91 6e2 1.1.$ bra toll IM WS BM 1912 M 71.4 Om aA M9 NA era Ma W 535 era n2 W WA am BAD M411 am 63.7 Rl
2
Srem teal ?zimi w eta rn 07D Me Mo M MJ MM3 721 T65 Say 60.7 731 rat DM i4A n1 65A DID AA rn WA 6W 30A nl sae Sao N.1 rn Dal 6m Q
lam IotA W4 1W4 FWs K2 IN; WA L5511'T21 1 051 TDA DID al 8O4 M Sel WI W4 K4 We WS IN 5@A W1 at 664 34.1 Mt 38.1 04 31.3 5A ]tA 6G %a W4
WF BSA 5f4 are 4W 64a bf4 b7A 44B $47X514 W.a Ha 41, 414 441 4n 3i5 B% .4 Rl a20 614 373 421 27A 614 aA 4U 2LS 514 30.{ 4m 2a.e Si4 20.0 ®] F h zmb 6{2 IS M.7 Io/ 451 452 R 396 40A - 37A 452 aA 3M 30.1 432 020 7/a 2i.1 /61 WA 0n 22A '452 mA ]65 1BA 451 24] ]59 160 152 72A 155 In XI.b Sit 357 3U M ]t.7 .7 .17 312 210 ]57 152 ]00 m.7 ]R 227 3m 10.0 ai 2a' 2W i5H 357 16A 7W 156 ai 102 te7 HA u5T iSA Ia c WY111E ]m ]1' 309 30.t 301m,1 3W ]IA a6 UI 291 103 ]]a ma IW 17,3 ]]O IOA 2N 1" 3a 1" 27' %a 2a It. >a UAflimF ITT 169 Z9.2 SIC 1I I40 20.T 25D IIU 736 R.] 2Ea tit 252 154 209 fe3 20 110 no Ile 246 1La IM tt.e 240 U 1® 1fA 2a al I 2M II' 2II ]C U X Q 3 3
Q z w v
TABLE.1 - ANCHOR CAPACITY ADJUSTMENT FORMULA: 'O zC
I MehoSCa T D OQ DIY nD
Sehra. iT4 theme 16'Cmc NoSw wa FBNCNU PTWm1 Htltl ANCf10R�.•�""
(OP,.IX( )vANCHOR GAP.y
6Mr E1[p V4.89 FYD STr flcS Bl59 Re sw Slal .R9ba lCStrd MDWON
Mehra COp P.tbm. Sh6'Um lmram vl FJeoU1vLW rirtaeMem V4•Ftouarazpn
uaam ApP20 uI'- A®2i sLanr(ray seta lCSX svov Lo51 USE THIS FORMULA TO OBTAIN THE'ANCHOR ROD TREK th.M
fAm nsmrte0nl +• 2- r avz atzr I• avr +• z-uz z ivlr z o.4Y a5r p3xr CAPACITY REQUIRED•CORRESPONDING TO AN P 1r��g wfth No p071tla
( Duamne{ wv 1me Iara• 14V Y 1-vv I-v4• I.IN• 4vf -FI/4• >_v4• z tsa tale' lan ACTUALPRESSURE REQUIREMENT FOR THE 9uIldin 1M.
.zAnmro 4➢ur wi 0.GlatamancOba acpaVt 3W ms Smm 4x m+ 800m tWm aom zmm Ba 74oles M. MIN wam 3nm 44zm+ yea OPENNG,WHEN RIS LOWER THAN THE MULLION N0"- '17-0630.01
4ANM5®1.1Y NIA 0.C19ta tNOrtXaN mp(R4 490M TWm NIA WA I0A WA Smm N/A WA NI0. WA WA W2m BMm tlm 9e CAPACITY(FROM THE TABU OF THE SELECTED Expinflon Cato 0512612O21
4MIm 40YUF n.C.7(pa3Algkpg76i#iJ imm Jmm aom ISmm tm6aa u6m Smm xw 7mlm loft M. 1ae3m w2m 6Mm Dmm MULLIONATWILL YIELD A MINIMUM ANCHOR
]Mmn®il5•N9LO.GIU4Xa tb.l2S Asaa(Flag WA WA NN WA NU1 WA WA NU WA WA WA fW x6l WA tan Da CAPACITY WHICH MAY BE USED TO QUALIFY BY
/Mta4FCIp OTam team tn6m 2]Bm sum emm IDSm +ram tnm 9altD Jura iRm 4nm tiom 2mm anOm ADC ITIONAL ANCHOR OPTIONS FROM THE Mlvm oPntlua Contro
2ANAvs®I.frwn 4c/F ay 6J Mr. Smm WA WA TVA WA IWm xw wA xw WA wA S41Im Nara sum ANCHORCAPACRYTABLE.
NOTE FORTHE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANDANCHOR VALUESAS THE STANDARD CUP-
F•1.000'-1
FIGURE I: FIGURE 2: TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BEPNEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
RES: a12s
FIGU �.aONY LYryN�/.,.
HOLES TO
AND MULLION CLIPS SHOWN ARE NOTTO IMENSISCALP.FOR RESTRIEXACT DIMENSIONS,ON SHHEEIS 21-ZB. `� 1`r-•lSCENSF•'•�C
• • • •• HOLES TO BE DRILLED IN THE FIELD FOLLOWING OUIFNSIONAL'RESTRICTIONS SHOWN ON SF¢ET521-23
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `* No.58705Sw
fnp
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FUM •0 /.•'7 -,
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BEPRESSURE-TREATED X(1 /•
FIGURE 4: FIGURES: FIGURES:YELLOWSOUTHERN PINEWRH AN SG OF O.SS.ALUMINUM SFW18E60S&TS AND BEAMWIMUM OF-125' LU A S •77 ��
1•X(I-VFUUL MULUON ,O S TE •%••�
THICK STEEL'THICKSTUDS TOKE AMINIMUORS ADEINTO
METAL SHALLTHICKXTEN ATLE LEAST
SCREW
T1RFADS OBEAT T•, a(/�
LEASATERTHICK AND A38. ANCHORS INTO METAL STEEL.
EXTEND S.S. LFA5T3SCREW THREADSBEY0N0 L1•VF MULLION) ill`s-•,�YORIOP,:'G�C���
� Illl 111I � � THE MATERIAL.#106#12 ANCHORS INTO WOOD MAY BESTEEEI--,7GS S.S.Oft 4105.5.
� ti LYNNaiiNli►E'�,P,E.
FL P.E.#SS705
II
I
i
� gg
TAB&6A
Human Capacy Table pbaI11T)
Opon7nH Wldln il-9m%-spartYOD rlaftw)orOpS.Ing Hdald(mrloamrWy-spfirtilg nnflap) C
50n t ah�` Tom to I, win loch tm0 NOh tam $
Pc}a�pes T�q-7 Rix 71• RsbrP4e7 TgNftiv. fCtianPly Tmpflhn9 Re-V- Trecfmdg lmm oim 11A'alma Reeb4. rnoTdM RKtftW Tmpralmµ Reum�amr nyRW
e. a rt
1i4a.17S �ro lfna Img Lwdn9 Lft tmirq fA.deo L.Ime L.6V LA ema LeaNm L9nsm IAadra L-ft L.-. L-dnj Lw.n9 tuaro
sa g �
I7h I7a.0 I Rl inal 415 Ina 744 iMl 4711 17a0 SW 170.0 M I IMOI 9m tm.o 510 Inel 1110 Inal W 170A IT" 1R0 av naa INO t70.0 St 14" limp Ina ml 127.9 I4W INA 621 J V
Nh Ix.1 7W 1no I Ina W 1m9 I eM Ir40 9m Inaa 6a In. 11Sr I a WI -I I213 Mal on IS92 I'm in. 660 nW Ilia ITS.. 6a 111.7 w Ina fie BT.r Ilam Ina 6a
Sn�m 174a 1n iR0 &] 170A M 170D of Ina tON Ina W iTOA lya Ina M156I - Imo TV n05 I= I= Tee w.t t21t 1r0A 759 IPMA Im5 Ina roc AA I= MO TOO
r
Mb Ina I T91 I Mol 642 1m.o 9m I Anal al nme ilia naa 164 154.4 1155 Imo eW In2 I156 1740 ITT, +2a6 IISO Inc655 I= Ills 170.0 Wt Ma I'm 1me all n2 I'm Ina of a ITTo LL
Min npa W 17aa m1 ISO? IM3 Imo Tat 14M 10m I61.1 am mat tall I441 MS t113.1013 1.. al 1m0 tax 1 I703 701 1 W IOC 125.1 7m 11A IOG MI 7m @A IOU lal I 7m m Z
am 17aA 9X! 110.a W 1512 9m tau 911 1Z9A as 1NA 1m 111a 9m 1]t.a im 1-0 9m au 766 at 442 IT. TSe ]6A 9m 109.4 ra MA 9m 1m0 7" 'ear em ima TN - ti Q
ash 1a4 Bn na0 7a IVA MY 148A 7W Il4t M7 13" T66 tau 947 117.7 757 915 M7 1 7 lu 127 M1 Iou W ea9 W mI 7m W.1 M7 M.0 TIT 51.7 MT Me 1l1 ?�nn Z U Col. C
ah IW Me I¢7 m1 102 M9 1213 TE 0.0 MB 1a49 TOO $4.9 ea9 WA 6W l9A M9 m7 05 0,9 M. W On 60 W- 75.3 6W NA M9 Til 6m QA M9 TL4 fist Iu W jP, C
76h f145 7@ f30.J E65 m] M InIl ISM 62A 7Q ocA W W R2 MI am M.2 7B2 1- an n.6 762 692 613 {0.1 lm 62.5 6m 412 7m el.9 697 SM 7M WA 596 J h �
Y� 1eh 100.9 IM If1A a14 a.0 m4 9{l R1 1p.] Ttf SL a0 m5 m 7u 6m WA 7M m1 WI SX4 TH 634 63 NJ m4 nA 571 a2 M4 543 W Sao ill WAS 55T
J
Bob mfi fit] 71A 4a 6aa W mr n4 4.7 W 629 4W a.. W 41.1 46a 3" M] 42e /m MA Ml ]4e 4a T. W N.B 4]o M.0 W a21 4a0 31.1 W oc.7 Cp F Q z Z � O
Wm 61A N6 SBA W 175 41a M7 419 /OAr--7iTT
a3 4/3 aae 479 ]eA /W ]IA I76 MA L. 20.7 a7a 920 ]9e ZD,1 ]a Ms Oe i9A la0 17A 4n iU >m o NfWb 40A Sn au Mt as ]n MA ]l9 =A aA n0 332 in 2e8 m5 a. ]n NA mt mi ]n = ]17 190 SM NA W 17.1 WItch of Tar n.s >a 70.8 aT IIA ae 2fl5 mA oll Zu 7n MA ]m 2aA Sn i20 as /0.5 ]St RI Sal 17.4 Z9/ H of
w x
11ah 29A >m D.9 m9 3/.l SBe at ZN 1f.0 .1.7 >ro fa] OaB 193 261 ifl5 ]W t7A iB] C Q N
x 3
1Nh 1Xa 312 n2 Itfi y 1' Z.N V
TABLE 68 ANCHOR CAPACIrY ADJUSTMENT FORMULA
Anch-Ce N Tabb m ®� Q
ANCHOR CAP.,e,�
8ute9at. 27t!>yvme ].9tCWe. Hele.M1U FID"'U fRNbvl NeM (DP,�)X( )vANOT10R CAP.
Yla•e9x vv9s Etp YIr B. IN•SS DM AIII M2 emd nz eha MULLION CJIP.A�. PRODUCT REVISED
AMmrypa YIP EbetIDacen w'fO:O Umacm YtPEk9lmrzen w•Ete uo-sm
Anca0rO0p Pa1LM1. moral A9m9ouv umewn Aye6aar Mm.Lcsl pm•.ry7 sen(mT USE THIS FORMULA TO OBTAIN THEANCHOft pty(ng vllth Sho Flartda
EOpe Qebr.e pit P btll P brm' 1aPJ.A �I.A
1? c- av4• CAPACITY REOUIRED•CORRFSPONDWG TO AN I.Dmnw• ACTUAL PRESSURE REQUIREMINT FOR THE NOMNa �7.0630.075Mw e9Bw IN4biu ls4b law v4. eMlbe Maw Ntb Nxlb a9ab OPENING,WHEN IT IS LOWER THAN THE MULLION EpintlOn Date 0SI26/2021
Nh f6laetea lmo6.0f249ID.at r0a. YW. Saw H101bs 952ww wA eab WA MOI. WA a21be WSIM nm roe CAPACOY(FROM THE TABLE)OF THE SELECTEDCLIPO.GISWeb "was WA WA Nat . WA WA f(01 WA MT. nA. ;EwA. MUWON.RWILL YIELD A MINIMUMANCHOR gY4Am pPan OAfMu-,eYmWrall5J 7Mb Tab We. IMae Ma lm, w WA lab Man Mae tam. alb Mae Itmb CAPACITY WHICH MAYBE US®TO QUALIFYI=. flm. tmob --be m14. w wA ilbb I1mme wob mab lomw TlnbtMob ADDRIONAL ANCHOROPTIONS FROMTHE
1Aic59m 460AS Yh.OGftlCq,ipm,t]a'Aae.pla it WA WA WA WA WAA WA WA WA WA WA WA WA I4Nb- ANCHOR CAPACRYTABLE
M. ia. name 470bb WA atlb WA M. WA MIIW Nib[ 4e0biaabSaw WA WA WA WA WA 6mme W. 1Wb
NOTE;FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHORVALUES AS THE STANDARD CUP. 'I L000•i--
TABLE NOTES:
FIGURE I: FlGURE 2: FIGURES: FlGURE4: FIGURE B:FIGURES 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.SEE
• • • SHEETS 24 FOR GENERAL INSTALLATION METHODS. ;All YLYN f'f.,,
• • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIDR OPENING WIDTHS IS ALLOWABLE. . {A;•UOENBF �(���;
9.000• F
3)MULLION AND MULLION CLIPS FOLLOWING
SHOWN ARE NOT TO ZONAL ALERESTRICTIONS
FORTIONS S DIMENSIONS.SHUTSS2HEETS URFS OLFSSHOW •'•���
+ 1b HE GRILLED W THE FIELD FOLIAWWG DIMENSIONAL RESTRICTIONS SHOWN ON 8HFF752f-23 FGURES SHOW _*; No.58706
FIGURES: FIGURER: FIGURE7: SUGGESTED.APPROXIMATE HOLE LOCATIONS. _
SUBSTRATES:CONCRETE SHALL CONFORM TO ACT 301SPECIFICATIONS.HOLLOW AND GROUT-FILLED %�..
'O S ATE F
• CONCRETE BLOCK AN
CONFORM TOALLMGHO.WOOD SHAAMINIMESSURE•TRFJIICK STEEL -725' %.4t.,
SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE fi0113-T5 AND BEAMINIMUM OF,12S THICK STEEL ��FS'•.RORIOR:'G\=`
STUDS TO BEA MINIMUM GRADE 33 AND.M6 TMICIL(18 GAUGE.STRUCTURAL STEEL TO BEATLFsi3T.125'THICK
ANGLE CUP(FIGURES SU)MUST BE USED IN PAIRS. AND
A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 0108 1•X4'x.t2s1 f �MA("�1
a12 ANCHORS INTO WOOD MAY BE STEEL,ISLO S.S.OR 410 S.S. Ml1LLION ALSMNM111111 E.
FL P.E.#SB705
I
1
TABLE TA
i MuITWn CapadIf Table �
Opening WuM Oenzucso par6Ynp mla4ln)DrOpw-ddgNlght(WhDdmt6aLrapa..Ong nARI..) �vvvv`
mN mN 70N YN BDN WOW IWN mIn 1.61 ML
I Ii A76 PActsplL RW0'mdF 'BeCaPev TmpTAv�q Itcclavmr IIeNTde4 RearyUv IhpmWa IWqupi4r TeBTrdeq 1aa.ewlr TeM0a6 PGm1gIr TepfMp. Rereplu T PlInm9. Redne wr TfwNe,% g
la+dly L9Wv0 lalde0 -9 1... L..I. lYdnB t dv L--v Leadnn Imdr9 IAWm lmarn faa®q Imdn9 lAedN lad^0_ Indn9 �x
A-Tube yL $$ r g yL a r , a A y S ya e, r`
IdBitliOTbn � 6'g�g'gg �5 5gg S� � $ g6 §g�� �s 5g �Rg� �gg yp�� 8 sg �y qg1p}� q�g 5g lgg $� q�gs yy1�
33 d s2 2d a@ d i2 2 @ @ d' @ Ya 3P: s 2 ao tdp g ac d @ @ d S@ Y Q W
f tlN 17ao 62D IroA IH Im.D ]N 1710 4m 1m.o Me 1NA 6m IRS Am 1mA SIB 1R0 11ts 1R0 521 ira0 lA0 IRO 621 +RO IY6 limo ml IRo ITOs INA 521 INA IY] INA SH J =
n
bN IRo Tm /Ten YI +roA em 1mA ssl 1mA B92 Rao mo 1raa nH Im.D m1 ImA ms +mo m 1raD MR 1RD YB 1Ro rmD ImA Beo fmA fmt 1mA em 1sfA zoll +mA 6m j m
6QeHN tlao ]IT tm-0 rA IroA ae0 ImA 0]t INA I- INA OM Ino Iles INA Tn 170.0 IMS tra0 HT 17m0 14M Ira0 TSB iRa 11m Rn0 Teo iSeD tale IroA Tm 1]6A mm 1T40 150
SIN 1Ta0 mT ImA M2 IRA 950 line ml 11n0 ilt8 1m.o T51 R0.0 1215 170A 10] 17a0 Itl1 tR0 mT 1m.0 ISM limo ale I.f 170 IND MI ITT,f ITBB f74n ml Imil Im IT" BM a m W
Yin fto 6M INA ]01 INA iW] 1R0 TBT IRO 1210 Im.O em ira0 1411 t7eA $44 Iro.0 lee! INA me 1"A 1M0 IRO I- Me IWO I= 10PJ it+A lIle IRO 1WS STS leis Roo 1nm
6]N ITT
1R0 Bm 1mA TV Im.O 1110 ITOA em 1mA Iwt 1T0.0 1/0 1 1 14Y 1mA 1M6 tfGl 15tl INA 1M0 N1.0 IA2 1R0 1122 tR.s 130 f615 lIY lD4l fnR ieTA ffs] de.1 1M2 11TA I1- � � G
q mN nB.B ON INA m9 1m.0 1169 1m.0 90] iT40 1]s1 1R0 tOR IW.6 1R1 INA 1®e 7/2e IfTl 19Ls 111s mm6 1/72 1Y6 1I30 tOT.1 1!R 14TA 110s 91A I(TT lag 1101 sa] 1R2 718D 1101 3 Z Ut U
Tt in limo 10p ImA.Me 1m.0 1Ls 1TDA 1001 tSo.6 1]m 1002 11M IVA 1We 1/1.1 1-U I'll Ine IVA lam RSB 1Tm Ra.B 1MB YA arm fITA tell ]9A 1]m fli6 ml] 610 me In, f012 aaH "C W TfU
mN 1R0 119 1m, MT 1tlg 11M la4 IM] I= 11M I]i0 ON 1122 TIM +H.1 ne W.1 11M f11] rA4 61B 11M iMA B52 T/A IIN BTA YS K1 11M Y.1 PIT m.1 IIM 025 ms N � (n � 2
S mN 1041 iN INA�9W, 1]4I 11H MTA M 110.5 /12/ -9 MT 1W6 11H Ilse Yt Al] I- I- W. ea. H24 Bea 900 6e2 112/ Y.0 1W R] If21 - YI 62B H2/ W We
p F J
1eN 101.1 114 1113 T30 M.1 B11 N.T 7b TT2 61/ 121 RI 11 W R] 712 m.1 eM ,e, I. M.0 6M M.! 6P5 YA BN 5/2 R1 ]SA W Sao 6Y ale aN tT,] f@ Z Q � Z N Q
B6N a9.1 ]tl BIA W HS 7tl TT2 fist QB Ta 072 MI sal 1tl 0.5 .1 19.6 T12 611 @ ICA Ttl 49.4 614 ]T.I 741 bA 6W VA TIT ]BA Ye 226 TQ A.6 sM 6 ID b yg $$O�C
IYN IAA Sae Qa8 AD e21 6Y mS sTl 4U 6m 464 Sll W.1 6m 41A Sm MA em ]1A AY M.] 6eB ]12 4P2 81 S08 28.8 al 222 em 28-0 IR 18.6 eY xl,] b8 N,m✓• S
iIll In 6TA On m6 SW 4. M5 413 /H 412 055 119 11T WA dss ]Mi b0 U.0 ess MS m 2n1 653 ]12 I6T 14A '3S 221 b7 R1 s53 2U Ib ISO Sse III 4tl
ITDN Y.B 1m bA 1]] m.0 ITS ]40 12B 12A 4I5 ]a] 4m HA ITe 211 Il{ H2 ITs Tae /09 >2e {Ts 2/.5 /M IBD Im il.t ]95 I0.] ns la/ TOT M.] eTS 172 ]SI U X G Q C
j iMN 26A me . ']a1 22o If0 2l-I ]M I1B ]]e 1-3 2BT I6s 1lo RA 2B]
TABLE 7B ANCHOR CAPACITYAOJUSRAEM FORMULA: no
AncherCa Taba ANCHOR
suLLlre�e. is tSerde aAu 12e1 mm PTPImI etvN (OP,e)X( �=ANCHOR CAP.e
als Lao V, LNe VS Dee I1V 65&1 Mo Aeel M2 SIM M2Med MIIWON CAP.,.,,,, PRODUCT REVISED
Aneh4rCOp Pnlfems AnJnrTlK vIP FYaIAe+een vP Ebo lBDeom Y1s FNmlllDacen urEmF uaeemUSE THISImecm ABPeOar ImeeY ABex mr saw(Os)wn(GA saar(0]) CAPACITY
REQUIREW CORRESPONDING
TO
eBmptyrng with Na Floada
EsOe lbpnealNf t• ?V! 1• 11¢ 1w r T,VP 1• -2.1¢ P SILT Y ab• DA!• 0A2+• CAPACT'REONRED•CARRESPONOINO TO AN NOA-No.
Code
( Emleen,spd ISV• M".&
wr uu' 2 t-Pr t-va SITC f-us• I.W. 1-04• P Ism IJIe' Wee ACTUAL PRESSURE REOUIREME]NT FOR THE NOA�1,. 77-0630.07
x/umraeYals MN m,a/sbne.a rtma0ee(nm le2T 1Wme -ft Iell IN iro lee 2YIN aHm Yme ]1/1N eM ua Btfiee Ml me M2ma seo me OPENING,WHEN RIS LOWER THAN THE MULLION Eleplratf-Oat,0512612021
4AehA+®2.2.rean.aalsmtia4(a0eegeeBGT9.]7 NO RA 6Y me I4l6me YTm WA wee WA Bmme WA M WA Y]me and. IRo beCAPACftt(FROM THE TABIE)OF THE SELECTED
a1.ts-as fatorNtl(reae6 cle pt9.11 emmr wA WA wA wA TW IM WA WA wA r¢:I wA t]mm ITmm+ a4o me MUWON.RWILLYIELDAMINIMUMANCHORlxoma IYe er ]bm 6mme wA TYBn Toe Sa em e. feAm mu Ime,, CAPACITY WHICH MAYBE USED 70 QUALIFYaRere®1•mA aA./Wn6Anme law/g4.ei vmlm iPA Id 2]<ome 2MIml shies Moles WA hams R22m1M]en +mme Ismm ADORIONALANCHOR OPTIONS FROM THE
SWA WA WA WA WA WA WA WA WA WA WA WA Nd4 ftlob4 ANCHORCAPACITYTABLE2ATmme Imme WA 280W WA ]ISW WA MOlte WA Mtm MALL i 4Yme WA WA WA IYA ]IO mO WA WA WA NIA WA fiat me BBs iLL 11W IW
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHORVALUES AS THE STANDARD CUP. -) 1.062•�-- -(1.000'(--
TABLE NOTES:
FIGURE I: FIGURE2 FIGURE3: FIGURE4: FIGURES:FIGURES: 1)SFE SHEETIFORINSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
OAnION
LLNEARNG.6EE LKTION BETWEEN
MULL
LL LENGTHS AHONMETHOOS. T ITi
51 /
2)LINFARINTERPOIATION BETWFF-0I MULLLENOTHS AND/OR OPENING WIDTHS IS ALLOWABLE
1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ��� VC 3F•'•<<�%
SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.00W 4.000` '..�
SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED,APPROIOMATE HOLE LOCATIONS- �1¢� ND.58705
FIGURES: FIGURES,- FIGURE7: +V� •T� �=
4J SUBSTRATES:CONCRETE SHALL CONFORM TO SHALL
O SPECIFICATIONS.HOLLOW
GROUT-FILLED CONCRETEELLOWS SOUTHE UNIT RN
INEWITH CONFORM TO STMALUMINUM
C-90INU WOOD SHALL BE ��'•, ATE F7
i n PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.AWMPIUIN SHALL BE �T'•. '•�/��
6063-T5ANDBEAMINIMUM OF.125`THICK STEEL STUDS TO SEA MINIMUM GRADE 33AND.OW 376• R
5' ��i�5s '',12•�R�n.A•'•G�C���
THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.12S THICKPND ASS ALL ANCHORS �/1S/0 qL
PNGLE CLIP(FIGURES SAO MUST BE USED IN PAIRS INTO METAL SHALL EXTEND AT LEA5T35CREW THREADS BEYOND THE MATERIAL6106p12 L,,.
ATST 1 A. ill ANCHORS 1M0 WOOD MAYBE STEEL•I"SS.OR 410 3.S. T-MULUON MUWON FL P E H SB705
i
I
+I
I
[rl.
NumBn Ca auTyTahM -
OpenBlg Wldm lf-if.y-spald mi€om)crOpening Holght QorhmlmlmPispoMM lmAare) 44449 <
wh wh rob wh 9ah Imm 1m In +4oh foah N o
Twos-B WWytiv Bap(r9ag xrtwuv Tt9yfNnnB Tt amp. �v i�On9B RreNNav T-96 Ln . RImJnPp T B IBWIg L0ail9 z• 1,j
_all
u g IN , 1 �fi it 1 1hT'a, I I � � � III s � � � � � � � � L �
w
tlin 17a0 Bm 0
irap 1]e Imd 7" im m 1m0 em nod sm 170A BA Imo 51! IlIo ilia Ino al Doe 1212 RO.p 521 Imo 1NB 1710 521 1M4 1Tb 110.0 R1 151A Me 1m0 521 J to
Nh 1mn lm 1mA RI 1m0 Bw fTOp Sd{ ITOD B41 1T0.0 MO tT0.0 BD flop lLt 11oD IR9 170a an +To.O 1117 n60 8w 151A I5N Da0 Go i]iT 15re Imo ew tf4f ISIo i70d Bao j N
wdEh 17a0 747 t"A t� tfld e98 flan 41 trap fot8 traa Bel nao IIw Imo lm Ra0 IGS 17ao 7,7 ITA iWo t7ad lw I= IMe Imo TSB I193 11w ITO.a I. /dA 1- Imo i5a � 2
W o
Gin 1Ta0 mil Imd 812 Im.o 95B Im 69i nao ilia tm0 Tel Imo t7n +m0 ew teal 1= 1= nl 10. I= -0 Me =2 11. Imo ml IN. 13M Imd wl B1.T I]m imn w1 a m Eg M N
wt9 17DA 985 tma T01 tTad low Imp 7n iSeA tree 1m.0 RB 1]9.0, tls0 iTA no tmd I1G 1e4o Ii! 1H3 Ilee IS" BI2 yar Ilia INd 0n 7" use 10.5 m5 am Ilse I*La 9m � F LU m �
Wh t7a0 Bw tma ]N IBa1 1m1 tmo esa 1F3 tml i51B B6i 1ffif t65t 1{10 e19 Z Inl 1]3] nT BaI 1mI T37 dm MI iml 1144 S3 BBd tnl Ifm nl -o 161 Jim mi U � N Q
oin 18z1 BT Ima ie9 fm3 957 1su W 119.1 9n tu.a 7m iK1 Bn 1218 m fae w7 112o TR file !T ImA m %A EDT M o 7w e9] EDT .2 7N 5]3 9T 94! I. � Z J�333 � _
3 T2h 1.1 e01 1]!2 69e 10.3 .OG 1152 eN 91.9 W 101.3 671 00.1 tG BI.4 6w n3 SIX BLf 650 54,1 004 ]40 60 MS 901 TL] w] NA OG 9Bd em =i w as 62B � � rO
lob 1mA la 114.4 00 212 722 RT 018 762 Tu e4] Bat n.1 it W wd la m] Ge acT 722 ms ew 171 722 w3 570 ]B.1 m 503 ew ]11 In wT G1N Q �TON 1011 fi63 1md 60o GA 86S 69.! S48 ]2] eri I45 Sn au we [A2 BW eU Sw 646 005 mt Sw QT eee G1 e13 82 40] etA b)] ]Id Bn o0.7 S]6wh lid Sla w.0 16f s1.0 fire Td 1t9 1T.t 615 w.1 NI 111 ISI ]ae 313 !m 12! a4e 610 TA M51 T55 n5 ]ae IR and %Is "A 101 �21-- Q X Z N a
%h G3 15] lid NI W 1w n.1 ]R M. 151 1fA m1 no {w MA ]w n] {S] ]YB ]fl 271 1w ]OA 141 {w N3 ]BB izo /n 228 ]36 n N01oSln &] Sld ]se ]z! ]IS R3 ]9 241 ]i] IId Ste m1 ]0e 211 ash a'21 ]01 1f.f ]So ?m Lu
_we 11A ]m 103 ]]S ]al ]m 211 ]]S m.f EDT 2Ln wS m2 >W We we mA ]eB 1T.6 ]]0 111, X x Y
1mh 9.e 290 7Nd m1 i32 m0 m.e 2m IBA me m.B m8 11A 2m fo2 25] 1.4 290 I4! 2N L) N Q 3 3
INh 10.1 mt 1B3 IGo CL ZOO V
TABLE B13 ANCHOR CAPACITY A0.1lISTMFNT FORMULA:
Anelorcalw Te01a m! ANCHOR CAP.es, s v.
suawm zTa oxnno imwc r Nmn au Flmcuu rr vaq Nea (OP-)X( =ANCHOR CAP. o
Illll slalxo vrss veo ene ao Ve ss Bne sro sly 9txsW -," MUWON CAP.e,,,, PRODUCT REVISED
AnhorClip Patbma Y14 am1]Bam ur Lteuemcm Ue vtsv9oULram yr FseueTxm A97a0aol Ulrcm A♦ga-eae9(6T Bamr CA svn lA USE THIS FORMULA TO OBTAIN THEANCHOR s pM no with ene Florida
Fapmtarte0nf 1• 2-vz 1• z-vi svc 2-vr 1• 2-I2 z su z o.e• aw o- CAPACITY REQUIRED'CORRESPONDING TORN eullding CCoodd
Fmmdnei Iy1• tyr r 1-vr f-- I-ur I-vim I.,. t-w z Sae• tyr �mn ACTUALPRESSURE REOUIREMENTFORTHE NOA-No. 17-0630.01
Tyr
12ArcronfD4TY Wn ac/snmaev0es<1 Ob pTBR Mm mOmw1 A emm 1Wm Tom 2B]m a5am ]alto Ram W wsm Nlm Nxm swm OPENING.WHEN IT IS LOWER THAN THE MULLION Expiration Dat 0 512 6 2 0 21
1AmIWa®1,1d Nh 0.G/`SUffia(o,0.5a1 ap 7BE 1nm M. WA Nu Nu NN ]rim WA WA Nu WA WA w2m wm 11mm CAPACITY(FROM THE TABLE)OFTHE SELECTED
1Ammb®SNOT OLIRl35 Alg6[TW/OTeT Tnm ]rim wam i5wm Idem Gam MM WA lwloa -A
Nm BRED 19+am w2m BMm limn MULLION.IT WILL YIELD A MINIMUM ANCHOR By
IIMMBlB0A5•NIa O.a 1ptl$L9ap-DSA1mf B'$Q WA IBA WA WA NU WA WA WA WA WA WA IBA WA WA film CAPACITY WHICH MAY BE USED TO QUALIFY MIamF-0a mduc ontral
An:ror7F-V"oR t>em Imm 2lem Nsm. eam T]sm trim mm mom IRm9 mm a5m Imm T21m mom ADDITIONAL ANCHOR OPTIONS FROM THE
2AmMe®LIP YOn QCJF BT 2aom ]50m NIA WA WA NIA Imm NIA WA NN WA WA J/fm 412m ewm ANCHORCAPACITYTABLE -
NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGUREI: FIGURE 2: TABLE NOTES: f�1131Y-'-f
• • • • I)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1f f 1 f 111 Ill/I//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE
FIGURE 3; FANG<E 3)MULLION AND MUWON CLIPS SHOWN ARE NOT TO SCALE FOR E)VICTDIMENSIONS,SEE
CLIP MU57 SHEETS. HOLE9 TO BE DRILLED IN THEFlEID FOLLOWING DIMFNSIONPL gESTRIC710N5 :-* No.68706' ;
BE l/'ED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265,
IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORMTO ACI 301 SPECIFICATIONS.HOLLOWAND �A
FIGURE 4; FlGURE6 FIGURE B: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FI
BEPRESSURE-TRFATF-0YELLOW SOUTHERN PINE WfTHAN 5G OFO.65.ALUMINUM SHALL BE fop
• Bf183-TSAN0BEAMINHAUM OF.I2STHICK3TEELSTUDSTOBEAMNIMUMGRADE33AND ��;cS•` OR10N..-
.04S THICK LIB GAUGE)'STRUCTURAL STEEL TO BE AT LEAST.I2S THICKAND A30,ALL 11SX 1105•X'1BS MULUON i11,41
• ANCHORS INTO METAL SHALL SCIEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1/-114'VFMUWON) /
• 010 6#12 ANCHORS INTO WOOD MAY BE STEEL,16B 33 OR 410 S.S. A LYNN MILLER P.E.
• FL P.E.#58705
I
I
t
i
f
TABLE 9A
WfObn Ca afiN Tab(lb.&I -
OpanlnPWmbpprwrfuRtapmu8pml®re)prOPDNna Ha18M(brhertI a 0al9an0 mBare) ¢
mh mF Rh mm is
Iasm In IIDN NOm Imfi
ill
Wctepbr T1,4flEn¢. R+rlan0rl» YnPnNN. 11<IWder Tnl'Rf%¢ Bclapa.r T¢PRdn9- M.�b,N'+r TISHIfa¢ IbclmOmn Tupnil^^0. Woln¢au Tn ILe��ar t
17A[]SDTNI
ajT111
TIII
lfl lls4g &AmeAm.®m tamep lavbq Tn.9a
MOMOn � 1111
y� @p,SD 111
yg 0e5F11 � yp�n � 0pp� 1111
5� qg4a qF� yyEaqF pq� siqp� gfiHp� � gyyqyp 9 id i1 S@ 11 91 If 1 11 S1 12 9 24 9 Z1 1@ 1 3f 2 i1 i1 16' i1 1C 11 y '°� U F-
S Z W
QF ITOA BR 1R0 lE Ra0 1N ITQO Ra Ila0 0m IRO m0 RQO mi tR0 me vad ills RO.p m1 1R9 111e 1T40 e% Im.T 111a 1Ro ml R9] IIIB IRO ett ass tlla imp m1 _
OF IRA 7m 1R0 m1 IRO DSO iR0 eN IR.f %a 1R0 m0 Rfll !iD Rs0 ml in, BN 1R0 m tilt BI8 I1e0 Dm mA,m IRO 0a0 da aR 11g0 em Ta] RO Rao m0 Jca
WATlh 1R0 1R ilg0 am iRa me IRA mt 15a] os IRA ml nLe PSI IBDD )ae 1193 ® t50.1 ma 1056 aR Iv] em IId mi ten] %e RI m toed em B4B mT lefli Ne R6'" � _
2 9�a
e11, Imal ra I in0 mx lea! ma 1Ro !DI t>za em ims w it is. utd eel r am nap NP aT em tIDe eN nd m9 lane mz m] me n4a au m.a me tmB 4R
mF 1N3 I6 tmd IN IIg1 i11 1md BID fmd 110 IRd RI all NB ms 5m Ta.a TIe tIts NR 11.0 11B and em 60.1 TN Ri em 51.2 7/a a4] !m Ia0 116 mi m] a m M TO
mt, IIlI m n10 aw 1011 aN 1112 em D0.1 m IOfl1 eye RS m 8fA BN !0.1 eR !1i m9 mA OR H.0 ml ms m n.0 aR Nt m R.1 mf .i NT TflT mf W 2
jmh lard eA 11a1 m0 e4T oil %A DIB T4a aR P4O ma RA mT l0D WO 39A aR RD n/ R! aR 64T Im NA a17 mA Im m.l DIf WT Nx 0.1e !IT ev Nx
inn m.B 618 m.t Im egl DII R1 IR eat DII Bat au SId DR !4f tle 1.1 Sib NS I1I NA era m,T /11 !/A 51e N.e IOB IDA It! ISD /m Sae IR ISO am Z �� _
�Tah Tao /m 731 Nf S. ue eze ]m aai Im Aaf 'im Iaf Ne mA NI NI Im- ILa RB i4] lea I11 RI 2g1 /m 5G mi RS /m O0.6 m 220 405 SDI m1
INh ml 111 e80 SR M] NI mJ ]1D QO IR 0¢e m2 IeB N1 IflA ]Be ]p] IR I1.B b0 iRd 111 m.T im mi NI SU, Na IIS /N III Ile .1 NI m] Ne z
(mh AA i]x Ira am !41 mi R.0 Rm ia! !m O13 N/ RD ilx In! RO Rd »2 3a1 31e 111 m3 m.1 ]Tl 11.1 m2 xu ]m t0.S 21R tai am ISx a5I SBT 21a 2 Q
mh R.O a01 !1! Im Ial wl and am aSA R11 241 16S 11A 201 II! 3/9 10.1 a% %A 2/1 RA SBI 1a6 IN IaB ml R1 YfB Iad i% I40 ma Q N
�Imh and Rm III IDe SOS a!p %.1 20 t1A IDO Ifl3 I01 10.1 x]0 I93 1m pyZ
N Nd a�f
1111E ne S1B IIt Im Ill %a RA 1a fa2 %a f0.e 1% lit %B Il.f 1aB n N
m _
'1IDh RA to 10.S iR N.9 Ri la] Im x Y `1
0 V Z O C
a to R
TABLE 913 - ANCHOR CAPACITY ADJUSTMENT FORMULA: K
AncharCa cl TAEIe ba ANC110RCAP-,......
itinttle: 2h lmn0nle 3A5lgm. IIaFSrWU Fead ft PT YI
M•bl (pp-)X/ )ANCHOR CAP._ anc Fx• ores V.afa Emp ores Emp amw a nelm `MULLN)N ctP.,,�... PRODUCT REVISED
Anchor COD Paaema NveorTM°°' �8 v/'EkO uemm Icpmm vlr BwWmm pl•LTwIMPOn Ammons DSmm AIIPeomw som.lcm rw(Ca7 USE THIS FORAIUTA TO OBTAIN THE'ANCHOR pryln Mmt tha FT¢rtdaEmeo¢Wc•0PY t• z-Irr f avr Slm r• 3-vr t• atw r 1w r Mo. aaN• CAPACITY REQUIRED'CORRESPONDING TO AN EPemircntM 1�Ie 13'/• 1.5•P aiR• r 4v1• 1-1R• t-vr 1-v�• 1-vI 1-vv r foe• woo+ ACTUAL PRESSURE REQUIREMENT FOR THEOAN '17-0690.0'1xAapm®aR•NOaaarelmcaeawen dPlTb•tt imma im m. Ima mom• 16Nm nOlw xmm• lumf NOiaa !T mr aBl ba ma mr Mt m. 5m lea OPENING,WHFIN RIB LOWER TWW THE MULLIONEaPlrmtlpnDa! 5126f202'I/ArcJmo f91 Im9ra HIA NU WA 5m. WA WA WA WA WA m21er 12ob CAPACITY(FROM THE TABLE)OF THE SELECTED Tmm• >m m. ammo 15mba 1mBb moms 5m m• WA Tm ma rla ba em me lamb. emm. xom MULLION.RWtLLYIl:iDAMtNIMUMANCHORWA WA WA NU WA WA NU IWNIA NIA WA N4a Bm bs CAPAGTY WHICH MAY BE USED TO QUALIFYtmxB mNSma evmr mw tb• mw iR lea tm I% 1ST- IRa. IRma a0mf ADDRIONALANCHOR OPTIONS FROM THE
3AnP0nr®1.16'IM GC/ phm 2R 0n ]mm WA WA WA WA 1W IG WA WA WA WA WA m1 m• m be AN
CAPACRYTABLE
FIGURE 1: FlGURE2: TABLE NOTES: 1.260' F1.TW'--1
• • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION
I I
• • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOTOR OPENING WIDTHS ISALLOWASUF- 11/111111
FIGURE]: S)MULLIOSHEETS
.H HOLES
IONTO CLIPS SHOWN ARE FIELDOTTO
SCALE FOLLOWING
DATENSIONAL RSNXIS,SEE 3.260' 3.260'
ANGLE SHEET521-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS `?�• U SF•; �-
CUPMUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - N.-6BTO6
E US 4)SUBSTRATES:
F
• • • NPAIRS. GROUT-FILLED CONCRETE BLOCRETE CLLCAN(MUD)SHALL CONFORM TOO ASTM C-W.WOO SHALL -b T
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 045.ALUMINUM SHALL BE -
FlGURE4: FIGURES: FIGURE 6: 606346 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BE AMINIMUM GRADE 33 AND
•' .04S THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.I2S THICK AND As&ALL Q., .100• ��C�''ZORIDA.•'\2��
ANCHORS NT0 METAL SHALL EXTEND AT LEAST 3SCREW THREADS B RIAL 32
BEYOND THE MATE I9SX SX.1aR ttSX3.WX.11m' �isS/
010&012 ANCHORS NTO WO0D MAY BE STEEL 188 S.S.OR 410 S.S. MULLION FOR MULLION FOR
• FIE1(MULLED UNRS FACTORY-MULLED(NUTS A.
L E.
IL
l
i
i
I
I
i gp
TABLE 10A
i Mallon c•pWty Tebh b•INl')
Opmtlp Wdth 0orvAdke0y9p asill)rGal.0p8nIn0 H11ght(mrAadzoaetycpannbO mdOom) r`
Wh miv TOh mh Ga. 10.b RO to 1Nh Was. � p
1s6 it3$6 B•dav0dn n•pah,N. Ruu�gBU ➢•pllhrt9 R•acPOu T.'as-- Raataipnbr Tnl'Td.,. R•dn,pllr TnxrN•n9 Altw3d4r T•Nldn. PatlmWur TnPIWa. _Raal4eBdat Tiff. Batlopdn T.WT&B
i.621 LOadnO LoaalvB LvdM 4•�0 Lushp 4•ahB Uam9 !mane 4sabB la•An9 Lw&O 4.69e L44G,p LaadnB La.4q Imdnp tart 9 In•elq Syr
Mulmn fi }a } ee.e'x }e 3� 3a 3 }e h
;fl } }e 's _& } at} §s E� ��
a as a as i� ass as 1110 IQ s as a as 9s as s as 12 E ass as fa as as 3e ass gas as zUs
tlh Itap BSt l/0.0 I]5 1m0 TN im0 an +m.0 a% 110.0 mi 1m0 H3 1m.f 6n tia0 ill. IT" 6]1 U04 tan IT. at 17.0 1469 Ina W1 ❑0.0 M. tMG at In. WO Va.
min 110.0 TN in.0 SN tnD MO Ina ESN n0A 193 ITaO WO na0 Ifn 1roD 661 na0 1216 t00 6n VOA NO n10 M am0 000 Imo fie Ms.? Do Ina NO Nab f9n 1mA 6W J (r)
m
swan, Val i0 InA 1n na0 991 110.a I3I 1NA iNa 1Ja0 ESN 1T0A 1195 fi0.0 nl 17ap Ins iia0 T11 VGA UN 1To.a TN 11a0 nm via 7% L526 tan 1m0 n6 ttt6 im n0.0 75f F
Nln tn0 Tn InA IT: IT0.0 %fi T10A Ot 1mA 1111 110.0 iN Rao 13f6 1n.0 eN na0 1N( 1T0.0 I]T 110A L591 tla0 IW isAA rtm ii¢0 661 at, nd0 IRO afit 1R.J RSf 110.0 001 h-i ca O v
min f10.0 686 1m.0 7a/ 1190 mW tt0.0 19/ im.0 1N0 R0.0 R9 IRO 11n ImA NI IBLt last I"A I USA h11 n0A MIT 1mA niI Ina last roll sit Imo Ism WF 1511 INA fail 7 f11 m
s Olv 1m0 MO Imo TIa tm0 lite'it .0 950 iN.O tnx 1Ta0 9/0 15a6 Ina I10A ta18 1392 1.0 11a0 WIG RSJ an +64.0 =2 IN.4 nn 155.1 fall "A 1R0 Im Nn m] 13m is" 1N0 � � W 2
b Nln im0 911 IroD 1R 1m0 ttm 1m0 9N LSSF ITN RIA 1Wx 116] 1Nl 168E 10D ntt 12/1 IN-1 N00 1N.f 1N0 n4a 909 N.e n/8 110.1 9n r1F WB I710 9i6 Sa] RN WA all 2 7 W g �. _
Nln '.A 1Ns ina In INS 1049 IW.x rot "" 1GW roil W6 taa9 1NI Via BW 931 IN. 104/ 14. mf 1019 NLT W as tNs N.3 as a.9 INS ft] RO Ra 1N] al.l m0 vi �
G my ULi N1 Ua-1 Q'1 lta9 NI lm. as IMA al 111J ia1 842 941 100.0IM47.1
NI ILT 1fi1 11.1 N1 85.6 nT 646 N1 ma 1N fi1D N1 11.0 DT N.0 Nt nA Tm •7.1 � z
3 nln r]L. al I'll iN 1f0A W4 II TR N.3 W 10L1 m] m6 aN 9La $54 N.1 m0 6a0 091 ns mi SLO IN n1 ]W 41.1 W I1.0 Nt 41] a91 N,1 69B Q tQ
Win IS,B 6i1 teJ 598 Ttfi 9T1 r1.a as 61A RI Ba3 671 ta/ aTl 6aS D1 629 am 110 R1 11F 651 ma aN all M WJ R1 391 ml 2L9 D1 ]1A ac91N61. IIA 515 WF MG 63A W9 4" 6W 4L4 111 410 IN mi So 39A 418 19.1 IW ]I.T 171 mJ 6W ]IS Na n.1 Wa - IN � xMae m.l 111 9a3 dt 4U /66 4La ttl ]9b NI ]l.t m8 31.1 JW 33.9 416 2v 3N .1 its 2T.1 .1 mi aN m6 n2 11F 111 2'. n6 1L8 484 n.6 TO 111
]9] ]I.1 NI N.f 311 m1 4/1 m.3 (/1DJ ])fiRa (11J ]n 19.1 141 n! ]6J NA NlIV ]9fi 1U]fl] 3 U1 ]ax31.0 ]39 x6J >n 2a0 3!! SJI 3n ml 310 xl] ]N 161 t10 111 nl n.1 3. 10.T 314 ® W x y 4
W In N,0 SN 211 lax 1/S 2n RF TIP 16D 29r IL3 1 m0
ABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: R'mQ
1 MBhofCapaNty Table(lbs) ANCHOR�.�� [� 1 1 �l_-]
6limvne xnrmrirae aeton. Haan 4Nu FIl lwu P"Get "I ms)X( )'ANCHOR CAP.•
sr+cOW w•ssGr N91lT19c0 vrssFJm nor9m alxslal yl2.sed MULLION CAP.,e,�, PRODUCT REVISED
MahOrctlp P111-0mF ANOv will yr @evm•em umrae riA Bev OVaol vP¢aulnLm AppeOdvr VITum App20da SLma(0)atrea(Ds) SSi4v N++7 USE THIS FORMULATO OBTAIN THE-ANCHOR mp in "IIhlhefl*dda
Fa6v0]h16e 1•' 2-vr t• x-vr stirM.A . SPONOINO TO AN BWICInB
EmOeMml 1aP tar wP 1J'r 1• f.w• 1-v1• al 1-Ifc I'M• RVP x fee• 1y1 .ao ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
12Ani1MWA)r YIM1 O.GISNmW GY c"(31l amm m 46om4 090m aN4m Nom 2mm 361m low v[m a140a w1m Nim 4Nm MG)GIG OPENING,WHEN IT IS LOWER THAN THE MUWON P,aplr 11-Daav 2612021
'IMamNtt6'U9ioc/SlalOvd(ah'ae a(994 mom mom WA tuA WA WA 1Wm xu WA Ill WA WA mem] 4Nm hmae CAPACITY(FROM THE TABLE)OF THE SELECTED
I tartiva®JWBL CGI(4aIP1p apal099 ai 1BOm Tmm f60m• temm teEm4 Nam :iB3la Na iWm I.G. emm rearm 96xma evm 17mm MULLION.7ivRL YIELDA MINLMLMANCHOft By
']Alta®03r Yh O.CIVi3W ION.Nr ANa f194 NN IUA Nat WA WA WA WA MA WA WA WA WA N1A WA Mo. CAPACITYWHICH MAYBE USm TO QUALIFY MIOm Pro ui:f Coelte
1AICMrNF 619 +mm Tmm 3mm Nam elm t]sm 14am 1"al solm tnm• a12m Nam 1TOm ]xfm ]aom ADORIONALANCHOROPTIONS FROM THE
2Meb 10 Uss'"G.Gl1` 9 shl 9lAm WA WA WA tm IUA WA WA WA WA Mims (Om 660m ANCHOR CAPACNTYTABLE
I
FIGURE 1: FIGURER: TABLE NOTES: t2W 1.251T
• 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 11\1111 I I1NN/
I
J MULWNAND MUWONCLLPS SHOWN ARE NOT TO9CAlE FOR IXACTDIMENSION$SEE
;A;��•' NM/�"
FIGURES: ) 323.250' •1,\GENgF•;4_��,
SHEETS 21.21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
CLIP MUST ANGLE SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
�• REUSED =*. No.58705
N PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC]301 SPECIFICATIONS.HOLLOW AND _•O �fg�
j GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM 690.WOOD SHALL T/L.�(,'���•�,
FIGURE 4: FIGURES FIGURE B: BE PRESSURE-TREATED YELLOWSOUTHERN PINEWITH AN SG OF 0.55.ALUMINUM SHALL BE4• - 4' -t_3 1;1ATE pp
• 6083-TSANDBEAMINNUM OF.100'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND %�4C'••• ORIbP,:'
-045•THICK(18 GAUGE,8TRUCTURALSTEEL TO BEAT LEAST.125'THICKAND AIR.ALL S3 G
ANCHORS INTO METALSNALL EKTENDAT LEAST SCREW THREADS BEYONOTHEMATERv1L 13SM X33ON FOR4• 1M'X3.2rXA4•IONFOR /�//S��NAL�I
0101,012 ANCHORS INTO WOOD MAYBE STEEL,I"S.S OR 410S.S. /rN+{11y��LI�1�1p111
i FIEIDMULLEDUNRS FACTORY4AULLED UNITS A LYNN 1h,•-•i••,P.E.
FL P.E.0 58705
I
I
TASLE 11A
i .Mwwn avwbrlhle poeAY) °�$§ Fq
Op ItIng Vt451(%rvwtkaI1.6PalMiM lllt6plm)OrOpe#In9 HflghtNhwhortmysPaift rod[-) A9 S
bob Win mh Nb NF 100m Imu 114E MI,
1.25I 394 R+na AW T'kaT.0. R-vj. T1e21Tdfv0. Rr9t>e9wta Tnp7dagl. Wneerylr T.#Tdap RhlevpL I T-ll'da¢ iNaagav T.rrd. R1G to Tnp'TNry P.°n@41 nyfMO. Pe ww2 Tnyebq fXt iaOL
A'12, LoedeO ladsq lm8iq lae4n9 U-ft -ft 'lodv0 Lod,, L-*9 U-ft L-&2 LwOep -v Lv10v0 luevq wft L.., LbdbO Roe
At�Nhe e 8
a sagEe � IS @� n'r 3a AN
i '� 4 € 'g fj
a if ' $ rnv�
a: fa i� sa Ya IA as 3 8a is sa �� to s Fa A $�. @a s'13 fa 3e fa ]'e§ as 3 �a 66 as a {a z
%N Mo 620 -A AM Mo T44 TMA Am I.. eW MO @e MI 893 HOD bH U0.0 1116 MO S2] U0.4 DID Hm M I'm HAA Imf @f M mb ITU @I lmo I9% Mo a1 w'{ Q S
if to 1N.6 iW 1m.0 6U 17¢t eSo UOA 6N MI e% ITU 00 %ts limitmA Wl Mo ws 1709 6Tl 1NA Htr MI NO Imo MO Imo sto Ma w I7U Wo Imo 1]61 ub0o AN $ J U.
fl
s0@Sm Imo NT tMO 501 tTIA 893 tits Sit 1ND two It" sat lm0 It% 1TU 721 Mo 130 im0 TR tm.0 USI iNA me Imo MI MO 751 MO m92 MA ne 1me mi mA 1M
Nm MI mi Ma .2 11U 956 IT06 e91 ime I'M 17ts nA. Imo MIA MA w Im.O .4 Imo OTT M.0 IWI %00 S76 170A .0 Mo Nf MI 201 MI I81 1W3 N0 1N.0 0fil U W O (/,
Oil Mo A0 IND mt 170o too -0 717 1N,6 Ul0 UU %8 1m0 I417 Mo w MA IWl MG fW mA RTi Imo Ns] MA 212b 17A0 190 UU 2M 1m6 100 MO 21W M.O 100 � � (D � C
UIO %A.0 U0 mil Us tm. I,% tmo AM'%m w I116 NE ITOA flat M. U16 ITm tdlT MI I'M m.0 M9 MO 1122 HAS 2oW Imo It® f3A5 T06A Imo tilt Iml, xoW Mo tm C.)
WIO IN.e %1 MA IW Mo tics -0 10 1m.0 198f 11" on llts iNt MI IHG Ire.. m] Mo IIS 170.4 we M. C10 1. mf Mo t%s 4Te 1%. Imo ..1 1073 1W6 II¢0 tics f) j D. s. C
? Z AD 1 3
C Ule 1m.6 100 110A All tits nis Ml I. HO.o H0 Uo.o 1126 Imo IM I- to28 164A 11N 3roo UIs 175.7 AJ4 Hlf Use 11" RN 1618 UN ".1 tU1 1sts 110 Mi '- 1W] LS@ J C
g if ie M. 11II 1mA ST t70D ll1/ 1m0 1IX0 1Wf L556 1T0.A tm9 HlA Ibe6 IfiS,] f2N ULI 1556 Ib15 IIB 1f19 1W6 HU Ie51 96] H58 Itll 1]29 NS L553 112] Ui9 ml mZ U1G j 7 �
.a mN 1N.0 1U1 1N.0 >0 1T0o U01 MO 11. mi HTT My MI UU IM I= 17P4 U12 IS" mi UM 1cs,1 1471 MI ttel m] HT itAe Ito T1.o Hn 1fo] tics 6A] lm Ml] 11N � r• h
Win -I lit. USA W6 It" 11t0 -1 9W 1Wf If10 14. Wt 12LI .1
97fi TV f110 %l in TLo 1110 ..1 A10 @]lilt. M Wt 0.7 I'M b51. %6 NA 1116 6LT AM Pt 1' Nm Q W C
e6N 1%.0 915 1N] in Off %5 I%D AA N.e %! 881 02 R9 fi6D 6T3 71] IU Ws %s WA IOT 410 915 6TA ]0 Ill DS 52] T/l a6.6 %6 19] IR Q X z pp
1W In 612 RI ND W6 f1f Tit TN f0 W2 of i1] @4 M 1ST 1)1 4L0 655 It.l TTI N] N7 ]U nl AS SM HA ill X. @1 75] M 2.4 8II 6 ij y bt0�G
Itim ibi 1H »] Wf 411 no Wo SAO 51f 1m 5" AM 01 111 BO lS0 6t7 SL1 DO 11.1 6H 215 7m ]A6 Z M.0 T20 J19 N9 at IN D.s 6% w W m
n
imin SA9 @I itA 6W ISe @I sf] 6W ITA @/ Al] 5A] @l 25] 5T1 ]0e WA lx] Ot no M 27. 515 21A AN ]As W9 te.1 US 224 mt C,Nlly An
T4T 1T7 U.1 4W ]U 0] ]9.l )95 Il.e 4]] 25A 190 3N 19] AT] m0 W1 i1.1 tl] U] >n v M Z L
°@ `TABLE IIB eoANCHOR CAPACITY ACUUSTMFNT FORMULA: A d d'I MchorClplchy hhla 8h6)
I -ft. 17G C-- iu`m Ro7pewu FIDT9(DW 7T1Ym0 x.. (p-)x(ANCHOR CAP„:: _ANCHOR CAP.•e - -
91PHw VP S6Fkp 5'18•Det Vt SSBm WO Bhd lllelal O'123Yt1 `MULIJON CAP.�r./
AlehH type: ]ns Lllp ueam v�llpuerNm A•16•nWuuam vt'aeuorem PRODUCT REVISED
MMprCBp PI#eme Um n , aor Imecm Ameear eem.pL576°e.Lc6) sm�� USE THIS FORMULA TO OBTAIN THE'ANCHOR PLyTng aiGh tllu Ft°rtGa
Ewa
Onl r z-vz 1• xvz iva r z•1rr 1• -2N2' Z. stAr i o.®• 484• asz� CAPACITY REQUIRED•CORRESPONDING TORN BHIIAIAg E
DVINvm1 n wt• tye wr 1yr 2 r.w• /•vr 1-w• iyt• f.vt• tV1' 1• ss& Iys cafes ACTUAL PRESSURE REQUIREMENT FOR THE NDA-Na 17.0630.0'1
]Ne1a6® T9 WAQCLSiv®a#aneA]Oi¢D am smm avw moae 18H' as ml Tm' axm TlOfh 3UQ5 wAA M6' Nlm tnm emIn OPENING,WHEN IT IS LOWER THAN THE MULLION Eapllatlnn Date OS)2612021
I IArteOn�LU•Nb10.473Imm0(n fleel)I:e 03l ®Om Tm' NN WA N01 NIA ]e0fn 1U.A tW WA WA WA Milo, SolA, Um Av CAPACITY(FROM THE TABLE)OF THE SELECTED
aARron®>'Nu o.Gl(Q h6A1D6¢Ip]L pi¢n Teom lmm Imw 1AM m1 Mason Nome se7m xu TR7Im lem AAA fa I6@A1 W]m - ,.fa MULLION.IT WILL YIELD A MINIMUM ANCHOR By
�
IArttm®0.56'Nh QC.7 VtAp.tNo.IOSANm 09i tf WA WA xA WA ANA WA WA /LN WA N01 WA WA WA WA -fa CAPACITY WHICH MAY BE USED TO QUALIFY Mla -0 Pro yet Con
fAtnfa7lKapptP,sT i9sm 1mm 22s' Hs' eam us' tee' mm 9f IW t%m 9s1' nsm nom r9tm Leo' ADDITION AL AN CHOROPiIONS FROM THE
x An[M Ilt@ MA O.0 I FCIp{fl¢bT 2bm YOb WA WA UM WA 1Wm IW1 WA NU WA WA 6Aif &cz Sm' ANCHOR CAPACRY TABLE
FIGURE I: FIGURE2 1'�•
i TABLENOTES:
. ON
SHEET 1 FOR HETS 2-4 OR ON USINGEMI THE TABLES ATIONAND SHEET 25 FOR INFORMATION
ON LOADING.BEE SHEETS 2d FOR GENFXN,INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULLLENGTHS ANDIOR OPENING WIDTHS IS.WABLE
FIGURES ` a0............
ANGLE 3)MULLiON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3BM1 `�'�.: y10ENgF://•`r•,
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS `l
BE USEDCLIP
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROAMATE HOLE LOCATIONS. Q• '��'
*: No.58705
IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS.HOLLOW AND -
FIGURE4: FIGURES: FIGURE& GROUF•FILLED CONCRETE BLOCK UNIT(C.1U)SHALL CONFORM TO ASTM O94 WOOD SHALL )/1-
9'
BEPRESSURE-TRIZATFD YELLOW SOUTHERN PINE WITH AN SO OF 0M.A1UMMUM SHALL BE �'• I`���
8063-TSAK08 AUG4STMINIMUM STRUCTURAL
STEEL
STEEL STUDS BEAT LEAS BE MIN IMUMGPADE33AND B2a• �O'' ATE !V.
D • • ANC ORSI T META SHALL EXTEND
BT LEAS BEAT 3 T HE ALL
_ A2Ofl1OP.:
010ANCHORS INTOWDLLOD MAY13ESTEd.11"SSOR41TM SBEYOND THE MATERIAL
•
MULU i35 xAZI• q,{TypyN WIEI`�P.E.
MIJWON FL P.E.#$8705
I�
I
I
TABLE 12A kg
WMnCi""'aYTabWPaAi)I gig$ FI
Opan7ne IMM RorletalmprcpaladlgllW@are)prOAaNnH HatHM(/orhalmlaly�ara m"Ilslar6)
aaN SN TON WN BON NGb 1.11 NON IN e
T11
vTnprtt�p. R- t� pL-tg Ra.r4 Trµ04 NrL-ft pI-.p. NL."R TI. . L- . taftI... ..,Ig tnAbp lmac➢ Epp 4oab�p � lmMO 1uan9 lmarp tnaaiq t..Idai tYadplO Lo.Ap laN9 laa0a0 IdWn9
o $ _ g _ � � a d � ��$ �� aa 111� 1 if I if 11 i I I I I I I 1111
QN 1TOA QO tTna N! IRO ill 1RD In fi0➢ 6W 1T00 Sp 1T0A BS 1R0 alp 1R0 Ifta 1]00 at1 1m.0 1210 IRO 621 1ra0 t4ti 1R0 Sl Ina IM Ina 5WV IRO IM JM S1 W LU
_
NN 170.0 TW filial S4 IRO asM tn0 Sal Ina 9S Ina SO 1n0 15]0 Ina S1 Ina 17m Ina aTT 170A 14f7 Imo UO '1= VW 1T0E 680 17U L9W Ina am IRO zw 170A aNs m J.1 N
Woafe inn TO 1- 56I I- M in. all IRO 1Do 1700 fill 1m0 ita5 Imo )m lino 1Na IM T47 1nA I4N Imo )W fTnO tla] Ind 7ti Imo 2GS 1R0 760 TIRO 2391 tlpp Tti � � In 51N Ina W Imo 612 IN.O era /m0 l51 1Ra 1f1a 1n0 7N 1m0 IS/a 17. all in. 14]1 1n0 W) Ina loot Ina M Ina 1915 1N.0 WI 170.0 -1 Imo am IRO 1a50 TIBA �WI W O r
tib MR aw tMo TOT Ing 1mf 1w TW Ina nN I70.0 an Ina 1171 RO.D BN Ina t!N 1T00 MS Ina ITTI Imo I= IRO VM 1100 INN 1mA 24n 170d I= 16O•a 2a90 IRO tati 6 00 O (D
N
a 1T00 am fm0 NS IT0.0 Ilta 110A ass iR0 150 1T00 Boa 11pD i4m iR0 tm5 IRO tan 17OD lala 1R0 tfa➢ 1R0 tm IRO 2m1 Rn0 11® IW.i ]ti] 1R0 I171 t4s9 TSS in0 1f)1 ,a 7-" m LZ7
WN 1m0 a74 In. Tag In.O it. in. 60T Ila. EON Ind 1007 11" IMa 1N.0 fOti I100 I7W ROA Ilia 1m0 IM IRO 1210 1R0 2GN 170.0 t>n sold TW) 1nA iTti 10i0 201 1Tn0 Isa0
nN 1n0 fti7 iRa me tM. I2/5 Imo f� IRO 14M 17" 11. 1m0 1TOO in.0 1715 1m0 1"I Imo 1!Is 1R0 2125 Imo tY] 14ae 2141 tm0 INa 124.5 TIN Im.0 f6m LN2 IN 11.0 Ism ? N U
Y
Rb 170A fm fraa Wl fN.O li4a ima law M. 1l10 17nD NOB 1m0 1m1 1m0 1$ 1ai1 IIN 170➢ 1421 1NA IGaa Imo iwa ma I9a0 1.I. fall Iml taw tu.O Ina au 19W 152T 1W1 � z 3 nN 17n0 1Isi if00 B6] InA I71i Ina Isla Ina tall Ino Ina 1100 Iat2 Imo 17W IM7 IM ROD INI 137.4 ltii IQI I= I143 IESI I472 Ion W3 still 1795 145E W., 1N1 in.. 1"I �"j r n
nfn IR.o I= iRa 110 N9.1 fW ISM. 12N me ISBN 1.0 1Iti 111.a 153a NIS Ilia am 13W 11n2 11S WA 1.3 10La 11Q TI3 I7W WA It. a. - ail Ism ti0 I- and I= Z F J Q m
J
tib 1QA 1129 Isla to. im-I=. I22.a !Om 1052 In9 /112 1ti1 all 12m a s toll ne tzn a9A im R] 1n. ILI 1.0 at A I= n2 695 Ri Ina S09 BR at its S-i all Q �nZ
itiN I0 M f00a 07 M3 .1 a" aS 7{D P71 n2 m SL7 R1 BSA Ni S.a BT1 atA ate 61.5 SI ti3 91a ISI ail 49.0 No 37A 071 410 TS TL{ 071 4na lil 4 N �■ ��09C
itiN BSA pi0 p!3 aQ 7a7 p19 NA Nl W.1 919 RB aW ti. np rtB TBI SD N9 5L] ill Q.) ➢19 sf,a n4 09l a19 N.0 Tti N.1 BIB 162 7Q 9.a BIB 07.1 7>Z n N 8
InN TSS TaT ma ifs aL➢ 7da el! ]ti fA0 Tag a0a S! p2 TS6 N.1 am 11.9 7m NA ST! 37.7 iba /O.a eW a13 ill NA ti] 9A Tti GL0 Nt a.9 2a1 SI Y D' K a� Y
still p.I SN W W4 ffi4 a49 SlA IaD St2 a1B ]fA 491 2i.5 518 2a2 4W 2U alp E2 4n mA M0 TLa 4)4 f62 all IBA ISI toe SN 1T] 4ti /1T aka 1. Na U X Q 3
N O C
TABLE I7B ANCHOR CAPAc1TYA0JUSTNIENT FORMULA:
I MOIwaCapa TNa Rao) ANCHOR CAP.,•s�• g O NBavaOaU Fmr4cuu 1>rwma Nna (D m)X =ANCHORI;AP.m,vrss FE SlETmateLATO
r000CmVrOaan NCEIroNam pr LtOUmxon Bmtm A®iNim SrTa(tL79c1t. �McNarCOpP•ttama u3-1. aav USE THIS FORMULATOOH7AW THE/Wfa10R PRODUCT REVISED
r 14t 1• 2-17r s1R• r 2-vz • vz z suz z B.4s• nx D.Szrfav tar W4• tyr z 1-vr 1-ur Lii so. Sm. awm seam 1rA4. F. zma.. sum ,a - au. was N1m IQm 560m OPENING,WHEN IT M LOWERTHAN THE MULLION NOa-No. 17.0630.01
�4An:lnn®im.N o.nrsl.mmltraaeggol0 of 7Qm ]Qaa 530. Ism. i42a. Na. IN. xu Na. Na amw m ti2m Ma Ism. CAPACITY THE TABLE)OF THE SELECTED ExpiTaUon Data 0512612021
5Anaa,i 01.TPNA,we/st-a fora➢MM ft wa. a INmS IBP,. NIA Nu lm. Nv1 Ml? Nw wA WA fan. t5zr. tap. MULLION.IT WILL YIELOA MWIMUMANCHCR
tAaa.a®SNIn.QC.r RlatSAipt�pal OaT M Poe t80. t5m. faun . am. IVA TW IIa tram aa1. t64Q as a92. aW. Itm. CAPACITY Will
BE USED TO QUALIFY By
BArcbn®9'pN,O.C.1 R795AIT)eGlpal gaT /fn. tln. lm.. 230. IN/. M. NGa IfO. 1122. =ft 2N1. I- ".. t6ta. ADDITIONALANCHOR OPTIONS FROMTHE MWm p tOantrOl
SMIM 1.s1•Wn.O.CI %N.f25•ASan n NIA WA NIA Nut NN NIA WA NIA WA Nat WA WA NIA WA m ANCHOR CAPACTIYTASLE.
aAROm®owfsN.o,C/U42,6..lwA a NIA M N/A NI/. NU WA Wq WA WA NIA WA WA WA WA z .
2Arclaa®26r NrtOC/Fflp Qigg TiO. am. ati. 745. 712. NIA 2aa. N/A W. NM 4m. NR Nt. IQ P. No.
DARIvf 4)1.D•NN.QW 1.flip.la( 4OM am. Sm. pn. YW NIA 5n. WA aepl0a HM "'A WA at1. Wl. M.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTA14DARD CLIP. ("\CIRCLED VALUES ARE USED fN THE EXAMPUZONSHEET24.
FIGURE I: 'FIGURE2: FIGURE3: FGURE4: �J '
• • TABLE NOTES: ZI�O•
1)SEE SUM 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 6: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE
• • - 4.000• •• •tP
• • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHEETS 21.23.HOLES TO BE DRILLED W .250• _*i No.587(15 :.
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE
LOCATIONS.
FGURET: FIGURES: FIGURE9: FIGURE 10: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ��.A Sr TEO tl/�ANGLE CUP
(FIGURESS" (CMU)SHALL CONFORM TO ASTM CAD.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OFO.55.
MUST BE USED ALUM1NUMSI1ALLBE6O63-1-1111EAMINIMUM OFA-THICK.STEEL STUDS TO SEA MINIMUM GRADE 33 AND.-THICK 18 2'xa-X.2W'.ION
W PAIRS. GAUGE).STRUCTURAL STEEL TO BEA7LEAST.726'T]OCK ANDA38.ALLANCHORS INTO METALSWUL EXTEND AT LEAST 3 SCREW �/ �NMw 5
THREADS BEYOND THE MATERIAL 410 8 012 ANCHORS INTO WOODMAY BE STEEL IBA S.S.OR410 SS 0.LJNN MH!!A.}t1`P.E-
FL P.E.t)68TOS
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TABLE 13A a 3$ A
Murrian Capacity Table melB
Op.nlnO WhNhtw.ffltalyeP ilaris)mOp.nat6H.laht(67r I7tdTDrrdPrtry0rttr9 rf.�am) 4'd
mm Saw "to wm of. Imm 1IDm Nab Iwk' 9
RsmVAr Tvpir4.p Rslupder TnWiNaq Rars00m Tn01r6ap. R.clan.4n Tt.Oirdmq. ReclRger TnPROna R.rleav/•r 1Nprraaia lbrtaiyl nwrrduq P.dmww Tnprdvq RwUu ft TF-0rrdW. °
2.6a]6 IA.mo LA.d. Ltade9 Lo-dv La.da. I.4. L-.4 m� �° 1DdAq ImdW IaYtr9 IAadrq' I�e9 Lwdip Imdn9 IadN laa{a0 �Y C
aMUM., Tily
a §� d s � � � Nil
a6b1Ran 6 � s � �� � � a �� � �� § � �£ s� � � � _� H
aw ina e20 Rao 1,S ins 744 1m0 am Iroa m 170.a m I
Roa fits Rao 1f16 Ina all ROD 120 Rap at Ina 14M 170.0 521 Iro.a InS Imo 91 InG +9a Imo M � U
Nm imo Toe fTaa s1 ROD M0 Imo 581 170.0 e� Ina 6]0 Imo eat Ina i17e 1m0 67/ RDA 1NT total ew Ina +m0 Im0 Mo 170.4 I9e] IRA em 1ma 22U Ina ILO ¢ ? Or
m mom Rao TR R0.0 Sm Iro.O sm Imo 8]I ITaA to(a Rao eel /m0 m IlaO 1]as Raa 747 InA 1N/ Ina 758 Ina ttW imo 753 Ina 2aa fR.a TW Ina 2M1 Ina Tee o H
atm Rao 7>n +m0 0+x +roA B58 1ro.o 69+ Rao 1f1e Rao 154 Im.O Bw Imo fa]a Imo 6R 1roA 16N iR0 db IRA 1.1] im.0 mf IRA mi Ina Of 1n0 25m Rao Sol - a m O U.
e0m 1m.D me imo rot 170A 10m Ina 7II Ina 1240 imo eR +m0]1121
imo I3.1 Rao .ae 1m.0 1P1 tm0 IW] 17a0 2773 17a0 IaW 1ro.0 2479 1ro.0 tot] 1m.a Zan 17a.0 IOW -I tN0 L
min Ino a]a +ma Tas troD Ilt6 1n0 0W 17aa +]w Rao era 17a0 1ro.D i6P Raa taro 1m0 165. Imo 11a 1RA ml ttaA 11m IroA 95W fn0 1177 ima am ina LIP �@ V
ne9h Rao 8T,1 Imo Tao 110.0 11W Iran 60] 1m0 ta& 170.0 laaa Ina I5Y ImoIna 170 Ina 1155 imp JIM tm0 1210 Imo a]0 ROD IDS Ina 2RT 170.0 I= ima 311T Raa IT® Z Z � �y 2
k21n Ina loot] Iran PS 170.0 Iva Ino toot Mo.tam IT0.0 1128 tmD 1lot Imo INSRaa IBI] 17a0 1]ta 170.D 3115 Imo 1W7 Rao ZSY Tm.. +Not fm.a ma im.0 f- im0 ]tot ima Ie]a � @7, 7yI T"
min ROD 1!a Imo WI f1aD 1fN Imo two f10A 190 Rao 12w 1mD 1794 1m.. imo R1. imo IRI tTD.a all Ima 10w 1TO.0 Z8a 1i0.0 lea 1ro:0 9N iro.0 169{ Imo SSm Trap tro3 - J a6 D
5� mm Ina, 1151 Imo esr IT0.0 1WI Imo 1118 Raa Ie11 170D 17A Ina tea Imo Rao 2➢M Rao 1474 Raa 2502 Imo 1564 Ina 7-M Rao RW 17a0 ]m 1n0 Iru in. m imo fm Q N .�-
~ ? Q N O
.am iTaD 1aa IRO i1N 1m.0 1W1 II0.0 I>m 1m0 taut 1ro.0 14W Ina 21M tmaRaa 21m no Im 170.0 laea Ina 1.0 1'.. ]lm ROD 212fi i5fl0 N10 iro.a TlP +aflD NR iTaA a81 F�F 2
90m Raa 1417 InA I= Ina IM Imo 1aN 1mD leer 17.0 16a iroD ]Al Ima IT".inD Zito Ima 1952 1ro.0 tan tma 1ot5 faaa ]iW tT0.0 2]W IR.1 ]lot im.0 SRO 1Z0.0 ]fot iSdf Ztm a �yeZy m K
iWm 17a.o 75N 1roD fIot ITOD f91e 1m0 18R 1m0 mt "it f0ro 1IOA 25W 170.0 161A m1 tTaaiftm 1mA +BY IR9 11Y 1ia.03T00aW Ina Iaa Ino 29]I Imo ISLe los 1023 aN 1]eA 2W2 IKI m6 t+ie 16T2 12aa x1m 97A 210x 11d1 2129 eeA 2aa f04] aaW o x y ,C
Lam Im.O 1P1 7roD 75]B 1RD 2aD 17oA 16m fell a9 11.9 19at trdt 2Z57 1al.l 1Wt Int 2T52 tII2 19Y tDd1 Za2 11A1 1018 W1 aS W.0 teR P2 ass 0A. +me W.e a4 01A feW ® V x
1Nm +a.1 ISM Ma 1"- 101.] 15N lads t1a W.1 tY1 w3 1N/ Tat 1'�/ KI I3.0 Safi I6N r2] Im ate 1Y4 WT 1]]e 031 15N m.0 i]w KT 15N IB3 1We lot 15N I{{ 1261 Q N Z O
TABLE I3B ANCHOR CAPACITYADUUSTMENr FORMUA: � �
Ancmor Cv TaOm 0a A _
ANCHORUUOOCIW.,�,,,r
amswa lla taent. aumn. 11v0vI u fSi..l2nu Prvam ueW N:•)%( )eANCHORCAP.�
yta ma 1A.,a(l a Ut-aa U4•aa l -PS alxslyd aR ded M FORMULA
TP.OBTA PRODUCT REVISED
AnchorCap PaBems ` inr Frauvaw va•uwim=m yte•Rc.uvz va•Eca,u..cw e Ircerm AWaa+a. uevmn A9Pra.br su.A lcm sea.(eS1 su.a(aR USE THIS FORMURED'CO TNN 7HE'ANCHOR pying with the Florida
Bd�rillaaepnk i• avr t• bt? a•tTr +• x.1rr. I. "A. r ]-ur r o.N•- ax nor CAPACACTUAL
PREQUISURED'CORAE ENTIFOGTOAN Bui1NnB CCooda
FinaeWnW k fsV• faN• rot' tart z i-ur 1-W' 1-trr f-fn• +-w• • r all"
fyr mot OPENING,
,WHEN IT15LORE ERTKJTFORTUL NOA-Na 17-0630.01
aAm+:aapars Nh o.c TawOuamom.Icm W9.tat] lwm YOm tmm ago me NNn arom imm furor ram atom eum 9Nm utle. Nxm emm OPENNO,WHEN ti ISLAWERTHAN THE MULL! P.apinBpn Date 05R6I2021
iaAwrm®A.9'Mh ac7arsn7ad(m°sW�O•p]x Twm ISO. Wola Rmm uwm W. seam roam 1- TNm tmm team M2m. m os tt2am CAPACITY(FROM THETABLE)OF THE SELECTED
eAncnv.®dir wx ac7surolv0(aom.tlap 0L.1k nmm uWm +.1.am z.am WA WA .mm WA 7msm roA 1uA wA mat, Rrom amen MULLION.TWILL YIELD A MINIMUM ANCHOR By
aAmrm.Drwn G.-M.5Aa91.C4.1 n.5k mom 76m emm tYom I'M. Ya Lr Saom roA Tmm TNlte emm Yam elm emm Itmm CAPACIT'WHICH MAY
115ED TO QUALIFY Miami duct canes
0`-t nG rota 44I InWAwb alp ln.ek faWrer lWom 1230m 312Im aTWm lm. R2am WA team NWm Irmm ]rum twm +rrom axmm ADDITIONAL ANCHOR OPTIONS FROM THE
11AmMnl9 iS kw QalfDZ]e An9b c2p.Iff4 Tk ieaam 2+00 ad 1Nom norm roA WA imb WA Lam laa WA WA roA 2m. 16Nm nmm ANCHOR CAPACIh'TAB7E.
a Arch.®i1l'I./oLacr CCay.Maass•Nvo.(R4 ek WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1Nalbe
eAmAar®aN•kail.44/LLQp.W,1-t Max WA WA WA WA WA WA WA WA WA WA NU WA WA WA 2mlm F-2no0'---i
1Aiaaar®.m•Wa QV F-W ak.tot ]Wm 19am 150m 690m +91em vow a<a Ra ]elm TNm Ram 6%5m .Lem 'YIm - Yam
aAmtan®L71'Fai.4C/Fa01Fb11k eWm Tmm m9m taBm WA WA Irom WA 6]am WA WA WA aom mawitlam 250.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES:
FIGURE 1: FIGUNE2: FIGURE 3: FIGURE 4: FIGUR69: FIGURES:FIGUREIP. FIGUREII: i)SEESHEET I FOR INSTRUGPONSON USING THE TABLESANDSHEET 15FOR 01FORM1,1ION ON
a LOADING SEE SHE--FOR GIENERALINSTALLATIONME O-- \AA1]NYLYIyNIIrI��
2)LINEAR WTERPCLATTON BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IB ALLOWABLE
MULLIMULLIONdUW �aO I,IGEArgE' /(C���
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEEM ` •. .P
• a 2/-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWINGOIMENSTONALRESMCnONSSHOWNCN *; No.5870.6
FIGURES: FIGURE 6: RGURET a SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _AIIIIE
CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301 SPEGFlCATIONS,HOLLOWANOGROUT-FILLED ��•: , I[/�
a (MURES CONCRETE BLOCK UNR(CMUJSMALL CONFORM TO ASTM Ga0.W000 SFUd18E PRESSlB1ETHEATm
• 6-7) YELLOW SOUTHERN PINE WITH AN SG OF D.55.ALUMINUM SHALL BE 60GLT5 AND BE AMINIMUM OF.125'
MUST BE THICKSTEELSTU08 TO BEA MINIMUM GRADE 33 ANDAW THCK(18 GAUGE).STRUCTURAL STEEL TO "��SStO•--- ��G�`
a USED IN BE ATLEAST.12WTHICK AND A38.ALL ANCHORS INTO METAL SHALLLEXTEND AT LEAST 3SCREW pL.
I El PAIRS. THREADS BEYOND THE MATERW..rk1a8012 ANCHORS INTO WOOD MAY BESTEgI"*a OR410S.S. rMWX.25' A.LHwPA.F145370P.E
MULLION FL P.E#58705
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TABLE 14A '
I MuMan Cauacdv Table Mae #
J Opening Wldm Qarwruwv4pmatf6 mm")DrOPenNg Height obr AmNatfspaWg mt(!s) e'd
ILI
WN mN WN Wb WN VM IDM Wm Y o
N.". TwrV. RenepWn Tnaratro Retta4/dA TnoRd— Re[WgW! Nwlee. N—V t� T;Irftm R—Gry I.WieU Ftmteght TmNfael3roI—,. ry -esm I� �L lm®V L--V tctdro tP aro ImeYa U.'6 latmo LOtmV I—Im L-Ity La-ft Pya P• O�
lull
T.M.MUB
42N 1442 SIB Ia... Cta tat 11" Ste I030 6a M01 N4 Mil 52a IA$ 411 mt m vat 411 w axe lull 41t eat 1 5m IA, Ott al., m tea, 411 al 520 ml III
NT 9ae 4m 10a0 3A W6 Sm sat m 69.0 4m WA 320 6a4 W e1.4 N] aa7 W Rt 315 4a3 4W Ta8 214 401 4Dr roe 314 As '4m tab N4 m.1 W me 314 mmm = N
mffiSN .3 362 sa0 aol 6ae 1!3 a4 sae as its m su m.. b.2 2m Oat ffi me a4 412 sm ea8 2m sa3 >& 515 2m ]9J ae! M5 xm a] at ms xe � 2, '
,R StN m. 3te 7a1 2 r4t2
ale Sax m as xe str 2f8 a4 3,9 boa -xp T7 a16 M. SG U. 3m .5 ats a3 ate 4s.1 At x1.2 310 4a1 x9B 2u a,a 44, z4e � F�
7 12 IS
WN lay - all 21B ?50 a? 04 is3 266 Oar 210 X 2W 2t2 2a/ ..3 t69 xs a1 U7 xm 3a4 2m as xm U2 Al V.7 25a 3x2. m tea 2W 3a2 701 7 8 -min 427 94 ate xW 214 ]41 1B5 xis 7>• SaJai 23+ ate I® a7 a4 S4 Im x• 211 a0 le4 1t.e m a5 1m lea 2N as lm la4 2a4 as im wWN. 3r2 zn aa4 ,m 2,a nT im .9 21.T ae ,m a2 2T3 na m ae xt3 zt, rra me a13 ar ,m t5s .13 a.2 te7 ,a3 Is Me +m 1,A zn ao lW z ILmmN2aA Im 3a1 tm 1m ae III a4 fm ae 14I, A.e im a3 IC fag 1m 1a7 N5 zN k3 ,61IQ 1m 2IA 13t 1.4 lsf IRO 135 1s2 151 17.0 m3 rO
mN as 1. as tl3 14 teB I. +af la ma to
TA13LE 14B AnchorC/PeaNN TNI/ • ANCHOR CAPACIrYAD.IUSrMENT FORMULA Z N
ANCHORCA_!: {- y
BebV#C 2n HOW QIV FTeLtMU PTWma Meal (D-IX( )QANCHOR a
MULLION CAP.,e,,,,, tl
Y,SIYo V499 Ego 6/16'Eeo VP 6S Fto/051ffi /OSlcl /125121 l` w
AtoButryes 916•EYa,4bsm e4'DOolOrsm Y16•Eko Serem WEXOU3Xm c fV
AneherClP P/lbma Irdtlm A,ypena,e lMem Air senv(ca)ane4(eel sta+Fls9 USE THIS FORMULA 70 OBTAIN THE'IWC#iOR � x Y Y
Eop Omm< t t• am r avr au• r tlrr r 2-1lC T s1rC T a� Dar as4 CAPACrrY REQUIRED.
CORRESPONDING TO AN g W
61Do inm[ lsr sYf 1d14' ,W T ,-vr 1-w• tnrr. +-va• I-v4• 1-v� z ,are• ,ST uw' ACTUALPRESSURE REQUIREMENT FOR THE k U al Q 3
4arelas out nnr OsaaArole�sr iealm Tm sa taDlm ,aAp, Imam anm emms wA 1mw toe Be mou, aasxm aax3A ma3a ,1301m OPENING,WHEN IT ISLOWERTHANTHEMUWON 3
CAPACITY THE TABLE)OFTHE SELECTED a ` Z IA-
MULLION.fTWILLYIF1DAMfNIMUMANCNNOR p
CAPACITY WHICH MAY BE USED TO QUALIFY 4J - _
ADOrr1ONAL ANCHOROPTIONS FROM THE
ANCHOR CAPACITY TABLE PRODUCT REVISED
• mpl N sda the Flodda
e Uedelnv L�e�
NOA-N. 17-0630.01
E-PfmUan Dom 05126/2021
I TABLE NOTES: BY
• - Mlam a ro uc Con rvl
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.
FIGURE 1:
2)LINEAR INTERPOLATION BETWEEN MULL L04MSANDIOR OPENING WOMB IS ALLOWABLE
-
3)MULLION AND MULLION CUPS SHOWN ARE NOTTO SCALE.FOR EXACTOIMENSfONS,SEESHEETS 21.21
' HOLES TO BE DRILLED IN THE FIELD FOLLOWING OIMFINSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.11E
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I -
r ANGLE CUP MUST BE USED IN PAIRS - .125• (t lll,rlrr
CONCRETEL CONFORM TO
CONFORM
t301SF90.WOODSHALLOLLOW EPRESSD PRESSURE-TREATED
L YL N
CONCRErEBIOCK UNR(CMII)SNALL CONFORM 70 ASTM C-80.WOOD SHALLBEPRESSURE'fREATED T
YELLOW SOUTHERN PINEWITH AN SG OF 0.55.ALUMINUM SHALL BE 506346 AND SEA MINIMUM OF.I2E I
i THICKSTEELSTUDS TO BEA MINIMUM GRADE 33 AND.(MT THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 129'X2.11'X.12EMULUON ,: `;'• '.•P
LEAST,t25'THICKANDA36.ALL ANCHORS INTO METAL scrawATLEAST3 SCREW THREADS BEYOND UHtE 1IMPONMULUON) ��. No.58705
- THE MATERIAL#108#12 ANCHORS INTO WOOD MAY BE STEEL,I"E:S.OR410 S.S. y_
�AOT•, ATE /;'•((r��
I �''rs��NAI E•NI'
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TABLE 16A
mmManC....*'Tahb .RI' 6 � g
+ Op9nb0 Width[f -flim"arvir0 mUumu)orOp"InO Holaht(Wtl, talycpa3irp lmmav) d YE
I l�� mF mF mF mN ION 121E 1WIn ION � 0
RacOnyb 1YyrlYsp. Nertu9Bar TmprfsenP Ralv't11u lieermmP 14xtnWc lfvpmi6p Feamoyl> 11eDnC>.4 Recf.aPlar T.".69m tlstspeu nlg0laV f -a" Ta00TAmg. RoiioP er Vrwm.a
37S']O Lmdfi9 t6Z lmd0z ID.M9 1D.an0 I-Z Ia.Ma 1.. Ia.arn fcetlnf9 lmQnB taa9q ". ppy I.., LrWp lm4aN I..ml0 tm1a2 oyi
ah f70.o 621 17a0 n! ImA 714 1m0 Ili M. em Imo tm In. TII 1m0 919 no 1116 Ilia m1 iTOA 12N lTaO lit 1T0.0 11N 1704 621 IRA I 11]5 Imo RI 1421 ITN Ilia mi _r =
m
W N 'noTm Ilia IIT" Bm ebl Ina 90 Ina Bm VIA Hal Imo all Ir0.0 IIm ImA STT lTa.0 itlT Imo am1522 15II Imo m0 1b.5 152z Ilia NO lls.x I- tm0 ®0 ty- j (U
la@DN fmo 1n Ilia M sal Imo ma Ina Imo lit Ina 104$ Imo w IMA I'm ilia 723 Rao 130 tali 747 Iet2 tw Imo me 13U 1w Ira.o 755 117A ta] 1m0 1m 1028 Iw 1mO 7m x
Nh 1mu Ia R0.0 612 1mA ➢m Ilia at Imo ilia Rao % Ilia I= Imo em IM,6 139 1110 W I0.3 I m Imo M5 120] 1]6] ImA YI Im.f 1W tra0 edt 9a2 i]53 Imo all q m m m
mh IT0.0 ms IMCI m1 Imo Ili] Ilia 79/ imal W. Imo em I- ire 1m0 sm II0.9 DID m9.e m8 116.0 Ire 1f11 9'N _VA ills t1A1 m] 535 I Ire 1aG1 oU all fula 119.I 1 fiN � F7'• N m a
eah 17" mo I7a0 1.]N Imo 1110 110.0 m0 1502 I tlm I®A ms I I I 151A m4 11U Alm Itl9 me tm.1 I1m I I512j 50 1 e7A I tlm 1ffi7 I m1 m1 11150 IM21 Sm 07 1 11m tasa am IJ � W Z
a =s mh f70.o Dr1 Imo Tm f4.4 tWs tW8 een t]oe ION I4ae all H1] IM t]l.l em 101A ION trio mD mA ids Itaa 8b 752,IOW 10D.t Sr m.]I IGB Im3 ete 57.t mN 1m me
mh 14" em NTA m 117A em voo 70 loan am 110.5 m NA em Iooa mz 7e2 Be0 92a nx .m.t Sm lR]. Tm 5A1 em m2 em ma am. al! em Al0 500 m{ em rjr ? =5 y aC
S' mN f1B.T m1 1Ta/ Sal Dxe 7gp im.4 6N ess Teo PL] Sal X. m0 an 632 %5 mo TSn SN 59A Ili 71.7 els tte Tm fill ma a.5. T90 821 819
r
mN IfOA m0 1ra5 R] 0,] 10 Al SN all Tm ea9 ea m.t TO 77.1 an SLe lm MA 612 514 No 50.r m1 mz Teo 59A 591 MA 754 m2 5m ate 7m SSA om 2 ON T2f Sal 71.1 Ho0 50./ Sal Sx9 t91 SI.e Sm lIA Ili tit lit Na v. I 1 50 taA am ]6.1 EA t0.9 {Q 3aA� 6m m2 W xis ® 31] w 2xe Sal 31.1 Ia
mN 59,4 tm m.1 w a1 4W 51.5 01 tzt t995 u.e aT R.1 as ]9.B a1 S0A {m ]a1 a5 29.T tm ]52 {a 2tA w z9.1 tm rA 49l ffie a9I feA tm m0 ]m 6. N W
ION n,T '3W aB Sv 31A mf 3aB ale mA 301 31.1 as ffif ]91 9A ]f7 202 381 UJI aaa WO 391 2LI YS 1T.1 3D1 1n11 ut itA IDI 17.8 ]t5 c co O R
NIN 161 1m 302 - aA 3m no ]m 2r`5 ]m xAe w xo ]m 252 7m 31A Sm ?2.8 ]19 1.2 3m =a 112 ISO 3m I5.1 3m � O oN V imh W.{ NI W..D 20 A3 31T ffi0 IN 21.7 317 =5 350 Ito a17 lox xm lee 317 V. 2!]
fNN LTA ZZD 1TA 2m � Q � Q O C
z N
TABLE 150 ANCHOR CAPACITY ADJUSTMENTFORMUTA.-
I Aechor cl Ta0b : �-
fiubmt.: zn rasml. 3.53 ana Hee,.c eu ANCHORCaP.,�,,,
I�tYU Pr Wool If.W (OP,e)X( )mANCHOft CAP.d PRODUCT REVISED
Arcr Tax 3a1rm.uft.o IH•E.Na•am Sfte•Eta YIP Eba UNmon trt•F20fim.ml tra'38 Eta 51PEIt0 r!1.6a@ INSMf .26" 126rN MUWON CAP.e,,,.
Anchor Cup Paasme umam A9oto•w Ifinem Ap}eA1W eanw(6116am.@11 firnv(Gry USE THIS FORMULATO OBTAIN THE ANCHOR fiYlldlnPlym, ththOFbrida
E,,p m- 1• z-t/r t• 2-vr 3.ve• t• z-vr C alrr P stm z o.w 0.5v a!r• CAPACITY REQUIRED•CORRESPONDINGTOAN B
fimtea.eN t tall• taR• wt' taro• r I-vt• t-va 1-vr 1aR• I.1H• I-vr r toe` Id van ACTUAL PRESSURE REQUIREMENTFOR THE NOA-No. .'IT-0630.01
xAnaM.®rlmamnrWasAnaffamrOlBR l3om 3ea9. NOtb slim Irm OI xmm 28110r 3l1 rr Tama 3ram rmm wa m. >rf la W. lmm OPENING,WHEN IT LOWERTHAN THE MUWON [IPlmllon Oat O5126f2O27
tArcla.N3l'BOl oa rma5Aro6 aDe/Otr.22 reom Imna rmW 1®om. asset Alum laa m. WA U2Tl as TNm eeo� Im3 m. NSF. all ma final. CAPACffY(FROM THE TABLE)OF THE SELECTED By
SA6Nm l9 a.T1'mn 0.GffAasAIW1a rQVn.at ltmm, tt2a m. ms m. aNm zxsl B. WA aNaa WA tm9 m. WA NmN. wA tm2me Imo. imam. MULLION.[TWILL YIEIDAM(NBAUMANCkCR Mlam P tl Condo CAPACITY WHICH MAY BE USED TO QUALIFY
AOOITIONPL ANCHOR OPRONS FROM THE
FIGURE I:
ANCHORQAPACCfYTABLE
TABLE NOTES:
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TASLES ANO SHEET25 FOR INFORMATION ON LOADW&
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
FIGURE 2 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDTOR OPENING WIDTHS IS ALLOWABLE f 111 I t f rI r r
S)MUWONANDMULLION CUPS BHOWN ARE NOT IM SCALELREST EXACT IONDIMENSIONS.WN ON SHEETS 21-23. .125 `1 '
FIOLES GURES HOWBE SULED IN GGESTED.FIELD FOLLOWINGHOLE LOCATIONS.
DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS a •tl1A��""-"N
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. 3T
3.267 No.6B705 'P
4)SUBSTRATES:CONCRETE SHALL CONFORM TOO AS01 SPECIFICATIONS.HOLLOW AND E-TRFFILLI21 'tk; *:.
FIGURES. CONCRETE BLOCK UNIT(CHIT)SHALL CONFORM TO ASUM GSO.WOOD 3.75ANEEIrAMNIMUM OF.1
�� YELLOW THICK
STEEL
TE LSTUD TO BEA MINIMUM
OF0.55.ALUMINUM SNALLBE8 GAUGAND STRUCTURAL
UCTU lALSTEELTOB �
THIST.12V 7STUDSTOBEAMINIMUORSINT METAL0IST ICK EXTEND
DATL LEAST
CREWTHREA THREADS
3.BAy
EAT
LEAST.I2T TNICKAND A38.ALL ANCHORS INTO METAL SHALL EXTEND ATLEA3T35CREYfTF01FJLLIS BEYOND �,P F
THE MATERIAL#10ANCHORS INTO WOOD MAY BE STEEI�IBSS.S.OROOSS. MULLION �i lCS1•'• ORIUP;•••�t'��
ANGLE CLIP(FIGURES 1.3)MUST BE USED ae PATHS. �/S�ONAL ENt�s
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MaObn Ca a TfDU sB<'
l OppnInBWleth(fa5v16m8}Bp%A10 nul0aW)orOpw111t0 H•fyM(for hafBArla6/-spm7[tUmlCona) C d
WN WN TOb SOL, Sob 100b 120b 140M IWb 77 p
Reehlyh Ty76ap. NeCeglr hapMmG f41sWv TiwR6m0. lbbaigibr LvpT6riq. RsbbpTa lly!%pp. MrtarydN TtaYO�p ILcLnyr' TnMpoO), IbOmW6rr Tn0R6ary. R Lq�Rbuib oY I�]26'46 lawhp InaSuf ludne lntlnl lm6Y 1mOry LrmSnO U.&O 1mfp INN 1mM0 IeaL�p Im4+DV lorbi6 IUNV nfe+MnY lnrbal loelnsp
DELLA �g• Sa IIDg �g L *yLfy y,.• a a tgl 9.. a b6..
BAYHULL �� Sg5 yyB t7 e� � i �38 $$�. 8 ��g. � u � �. u� I �� 1 11 1 �� 5 Sep �� tg7 d� _
sO Yc" 8 83 s Y $� 2 i p 5� pg 5� fr g g z �`� W
42b IJAAI all IITIAI 415 MA 744 1 IMO 1 473 1170.0 pW 170.0 SOO 170.o 02 MA 511 Rao 1110 MA 521 170.0 1240 ila0 521 110.0 1N6 170.0 5% MA 1735 RO.O Sa 1W] tell 1Ta0 S% � y
"In 1T0.0 705 IT.. R4 170.0 � 1R0 at 17SA m 110.0 BW 170A 1f33 IMO 01 17LO 12" MA m 170.0 1417 MA CEO IGX7 IBA 170A WO 1t0.3 LOT MX = f22S 1Wf Rao SM
WA25N 1N.O 7R fi0.0 SW 170.0 BW 11a0 6% 170D 10W tT0.0 WI 170D +105 1700 7a 17a0 1]lS Rao 74T lTU iN4 InO R54 WA 156T 170.0 T55 IAI I552 170.0 7W t10.{ 1552 I= 7W
O W O
SIN 170D 117 170,0 612E MA 656 170.0 MI 17U 1118 1710 754 170.0 IDS 17%0 913 MA 1434 MU) W7 1W2 14MM MA aW 12U 149 470D WI It. 1455 MA 6D 97.0 USS M.0 WI g � 0)
Wb 1760 aas MA 1% IT" f0W 17a0 7B7 I1a0 R40 ITOA .8 157A 1309 170.9 1N In.? Im 170D ®9 1252 130[47A
at IK5 13W 157.1 bR W.0 I= 1S7.1 182 m I3o1 1f7.1 0a � F U � C7
Wb 1M0 0W 1ND 745 170A 1118 170.0 6W 157A 110 170o 1W 1425 11R 16I3 03 1A7 121T t515 1W 114.0 1247 H4 pSA 12R 1762 fie 61A 1211 1W.T ff>g T13 ttR 1]S) If35 - Z W ZQ
'Wb 1710 AN MA 7la 1709 Ila MID M 14a4 IIW 18a1 05 1aA 11W 141 015 MA 1190 IM5 025 103A 11W Olt 9" 1100 11/.5 61p 742 1110 118.1 eW 84A Its) 11a1 641 _ Z N$ m V
73b iBtA i%0 1Wp pR 1]l.T 1010 iw.6 86f 't1S1 1010 1212 e12 i%A 1%0 11L7 870 B1.e 1%0 IW8 S17 We' I%0 W7 H7D 1%0 WA 2 MI? 1%0 57.0 700 WS 1.10 S7.7 JW t� � y �0
cMb f37A OW ttIA TP2 1143 805 InO ITS Oaf ON lam MI WA NO fat 749 1E3 No W2 7W 667 1W T2➢ 612 ON 74.7 716 49.1 No 712 710 410 me WA 70e
R� Teb 131.1 WI 1II6 ]51 TWA 69I 1%.! 739 NJ CBI Ode T25 AA ®I WS 713 70.E W1 p1D 1W q.H SM W4 WD S% 0.1 F31 lS.l WI N.S 613 29.T W1 617 Ba O iZ- Q Q N
Wb R.7 W 814 V4 6aA M 721 SN 60.1 649 Mg W4 61.7 M 5a1 NS ta0 "A SOA SA 41.4 W 510 345 eN 41.S 510 795 Hoe 352 511 210 6W ]83 WT F Q m Z
t 0.�
p8b 682 SW 70.1 W6 We 5W Sat 409 4aT iW 51A Nt 43A She TSB lm Y.1 66e {IA 4]8 31.1 SW NO 26A 6W ]11 /39 24,] 6W W8 157 21.3 SW 2a7 447 rj W ¢O
1®h 47A 4N 10.140 we NS 412 3. 312 N9 3S7 >97 R1 Nf 31.7�425
]80 ]E2 A0 Ne a1 377 2a0 Nf A7 3W 1/.1 41B 30.I ]% 15.D 449 ISO 358 c U) a0 3
111b :N.1 11S 0.0 ]n5 W.6 125 328 3]a 313 473 ]26 Tn aA 423 Af 2B2 ]W Al l23 2l0 3W 1a1 425 i0.7 350 ISO 425 10.6 as O ao1WN 34.H 3N 363 37f 20.1' 36I 2BA 3W 20 ]St21.8Ao WA 313 ITS W4 1ai a09 V-ID Q 3
1Nm 202 257 2a1 2a7 +ae 23] 17.1 2" Z.N U
TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q
Anchor Ca ae TabI ee -s�-
am.uba xn l3]ema aSa Ovr 1I019aQI F wwu PTYh60 ww (Dq)X(ANCHOR CAP.,,�•„�_ANCHORCAP._
v1rEm v4•ss mO Vla•F7w Acas mo 010-1 612S" af26Tea MUWON CAP.,�,a, PRODUCT REVISED
ADOaarCBp Pattema MClot>V1a YIS m9la«am IN•mp m.ml Y1C meWNcal VC EW IImxap 9uR01og I�n9«Ith fhe l}udder
16ezm Apamfilrc OBu[op A1WeDmu en.e(Dsl-PS) au..la1) USETTUS FORMIM TO OBTAIN THE'ANCHOR AA
cqn DumaAR f• 2-vr t• 2-lR' sue• 1• zvr r 2-tm r aver z 1.Ie• O54• am• CAPACT'REOl11REp'COfU2E5PON01NG 70 AN NOA-No. 17-0630.01
EmleenemM wl• W14• taN' 1ya• z 1•trc I•+N• }W tnn• 1tr4• t-v4• z - Ise• ,ueel ACTUAL PRESSURE REQU1REMENTFORTHE
aA-,a 6.31N 0.CI pf0+5Ngb[Ipl I(ft It ]W OM 3Wb4 4W me BWm 110om a0m zWm aNm iWm' 3111a MI. Wlb .1m wllb SWm OPENWG,WHEN RIS IAWERTHAN THE MULLION EnplmOon DOW 05/2612021
1 MM19p®3S Wp R.Gf(p7.5 AppM Ctpa/1Fip.It TWm 7Wm ]20m fAOm 25Tam SIOm WOIb WA 11101b 1N Iht 6Wm team Wlm 485Ib t3. CAPACRY(FROM THE TABLE)OF THE SELECTED
eA lunN2N•1Bp 0.¢I LSMcb tlyl(R9.3t 112Dm nWm osam aNm a54m WA wpm WA 1059m WA I72Bm WA foam. I]Am tWSm MULLION.IT WML YIELD A MINIMUM ANCHOR BY
CAPACITY WHICH MAY BE USEDTO DUAUFY Miam uet oao
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACRYTABLE
FIGURE I•
TABLE NOTEM
�� 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SFE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS,
FIGURE 2. 2)LINEAR INTERPOIA11ON BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
H LESMULLIONEDRILLEDINULLION CLIPS SHOWN OWNOTTOSGI DIMENSIONAL RESTAC7rIONSSHOWDIMENSIONS.ON SHEETS 21-23. `53 r1 ri
HOLES OAND-MLED W THE FIELD SHOWN
NG NOTTSCALEFROR E)f.Ac710NS SHOWN SEE SHEETS
,125'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��':-1JCEN,gF•��ll���:
e:
4)SUBSTRAIES:CONCRETE SHALL CONFORM TO AND GROUT-FILL® 31SD' ��.; Na,587D5
FIGURE 3: CONCRETE BLOCK IWR(CMU)SHALL CONFORM TO ASTM 690-WOOD SHALL BE PRESSURE-TREATED - •;*-
YELLOW SOUTHERNEELSTUD PINEWTMAN SG OF 0.66E AWMWUM SHALLBE8 GAUGS740 R CTURAL M ELTO
THICK STE'THICK S TO BEA MINIMUM GRADE METAL SHALL
EXTEND
GAUGE).LEAST 3 SCREW
RAH STEREADS O BEAT
THE MATERIAL
111 A,42AND ALL RSINTOANCHORS WOO METAL STEEL.
ATR410S:SCREW THREADS BEYOND bUWON '.�O,p••,• ALE
THE MATERIAL U106 F72 ANCHORS INTO WOOD MAY BESTEEL,1&B S.S.oRNO S.S. �� ,•;(OR1GA.%G��`
ANGLE CUP(FIGURES 1-3)MUST BE USED W PAIRS
A7LrYNNdA14LE1i,1 P.E.
FL P.E.O 58705
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' t-1.❑D❑•-1 F-1.250'--i• ��
-I 1.DOD'(-- --�LOW r-
1 1.❑ar F L000 - 1z5 oi
-1166- r$
z'�. 2750' .126' 5125 .12 3.1W
.725 ,12S' .126'
20I00' 2.000' 26S 2.1I16,
IL .175 L .375 .375• '�' S00' r 1 .125 z N 2
r r .G.B• r R
1•XTX.12VMU=N 1•X2'X.37SMULDON 1'X27SX.31VM1LLION I'X275XS80'MUWON 1•X3.14SX.5MUWON 1.451X3.18rX2w MLrLUON 125X21/•X.IZS MULLION
5063T6 ALUM. 6053T6 ALUM. 5063-T6AWM 6063.T6ALUM. 606&TB ALUM 60634SALUM. 6063•TSAWM.
' XSECTm %SECTION XSECTION XSECTON X-SECTION %SECTION XSECTON LU z VED '
J I�f r^-.125 {-{)+-.1T6' ^.1 F^.126• F• O m 2
Ir TABLE A 2: i z 6 'US ANGLE _
e�TB ALUM. I I ��MP Dimandon Volua On) For Mu6lon: r� OC
2.000' I XSECTION I i U.CUP 2000' XSECTION A 1.625 J O. S2
BlIB3.T6 ALUM. IYX.125'
.125' I %SECTION L .12S. B 2854 VX AIumWOn g 1Z"' V a rn a
C 0.896 Tbbe MulOm - ¢ ❑ z N
••�T-- E D 0.740 < oac
126'J I I N
-i.740'F- 'o Z
£ 6 2404 1'XY X.37S O Y k
5.500'
CUT HERETO .3T6' G 0 r aUI lnmMugu O F_ J V1 V
.375 Q12S--�_CREME FAIP.SEE MW. F F�6.000'- -�i lobe MWGon V z
MIN. r DETARF,S1EET4 I __.376'MIN.- I-� D 0.490 ¢a2 Z y U
A 1.675 1•X275"X �9aD
_______n r_______- UCUP A `-______1 S 3.000a sS I 1 I 1 I A .37SAlumin_____ L_______J e001T6 AWM _ 2%SANOLE CLIP C Q7577oPW6TY - D i tt8 7UEe MWBonPRODUCT REVISED
8063-TB ALUM ..STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOPMEW A 1.312 1'X27SXW3-7BALUM DASHED BOUNDARY.SEE SHEETS 6/8 FOR THE CEMERFANCHOR HOLE MUST LIE TOPVIEW ZrFR ANC HORO.C.DISTANCEMAXIMUMANCHOR3'� PapltaHan Dare O5R6I2021
WITHINTHE DASHED BOUNOARV.SEE HOIEDWMETEPo ANdOR OW1AETER�V16'. -C 0.478 NUL16nIRnSHET755.17 FOR THEANdORO.C. THIN THE DOSH� D 0.838 Tube Mu6lon Dy F �
DISTANCE MAXIMUM ANCHOR HOLE BOUNDARY.SEE .11 ro4uat Contra
DIAMETER ANCHOR DIAMETER+1116'. SHEET5617FORTHE TABLEB A 2000
ANCHOR O.C. 2837 1'X3.125X
DISTANCE MAXIMUM
5.500' .375 ANCHORHOIE Mull Olmonslon(sheot D) PGT PortD C 0.Bm lWaMO
DNMETFJCANCHOR Mullion Sid.Clip Otfsat Clip U•Cllp A.91.Clip
.375 _ � MIN. DIAMETER+1116'. U 1.137
MIN. 1'XYX.12S(5) 66605 666112M 666111BM 666243M 666511M A 2626
r____ _____T__-________� 1°XYX.37S(8) 66M Wf14M W61110M 668244M BM512M 6 3,�y 1.26'X3.1B8'
j I i 1'X27S X.37S(7) 66607 666115M GN112DM 666245M 666513M C Q882 %Tube M�
i VX275'X.66W(8) 68608 W611SM OW1121M 666246M 666514M D 1.782 ``111 7AAAA
D 1" 2W X211'
I I I I X9.125'X.60D'(9) B8637M 6881116M 6881114M 6 1.
66242M 668615M ��YLY••••�i i�
A 1.813 ,121°Alum `�`'S.'LUCEN4• C
i
I
1.2S X3.18B'X.26S(12) 66611M 16661117M 6661113M 666241M 668516M Tube MWl
1.25 X211°X.12S(18) 69370 WA WA WA 668517M
12S SOB}16ALUM NOTES: •% ���J�f-�'�/(�,:•�`
TOPVEW 1)HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. :�,n••., �7ATE OF (7j.
� $ 2)SEE SHEETS SS,12 818 FOR SUGGESTED,APPROXIMATE HOIELOCAT10Ns 6 ANCHOR O.C.DISTANCE.
I 31 SEE SHEETS2.4 FOR GENERAL INSTALUTION METHODS.
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06Y
I of
438
4.000• .t2s sravDARDcuv ^Y'
4.(W0 4.ODV 2.825 2.000' 8063.TUALUM. 2125' 2000. 2%S ANOIE CLIP of
.125 I %SECTION I BWU-CtlpnTa 6083•TBALUM. N
.125 %SECTION XSCCRON
.125' S4g aU
.125 .12.5' 7- W tVV Z
. .031' .12SJ 0 _
CENTER OF ANCHOR ROLE MUST LIE WITHIN THE � W
.126 DASHED BOUNDARY.SEE SHEETS I.20FORTNE U1
37S •16S 375' ANCHOR O.C.DISTANCE.MWMUM ANCHOR l0 S
HOLE DIAMETER ANCHOR DIAMETER inC. F
1'%4'%.125'� 1'X4`%.3T6 4600' W m
WBAL MULLION T-MUWON CIWAIE-70 .375 6.000' .37IN. O m ('
'60B1T8ALUM 8061T6 ALUM 8083-T6 ALUN. .375 3'1�- _ ATE F�I�.SEE --- MIN. (O
%SECTION %SECTION %SECTION MW DETAS.F,SHEET4
iieiur 1.694° 126(r 1 r_______� .375 CENTER OF -----------_� Z m eU
1.584' as r_________ .375 pp
1 I I I I ANCHOR FCOLE 1 -1 M(N. ? 5 O
I I 1 I I MUST LIEWTMW I -I J p_ �•
1 1 1 1 THE DASHED
I I 1 I 1 I BOUNDARY.SEE 1 r U S m W
I I I I F SHEETS 10.17 I I Oz Z
FORTHE
I I I I I ANCH00.O.C. I 1 N C G �
.10P, 3.94• I I I 1 I P I OImmum I I OnZ
s250' .1DW aZ50• i i I i i I ANCHOR ROLE OLAJMETER� e
J V) y
------' ANC `----------------------I
� 3
1 DMNETER in8'. TOG v
Aw
824' f STANDARD CLIP U-CLIP 7XSANGLECL. `m'O la:
Goel1TOANG1 CUP
E R•m2D:
'�• 3 1 CENTER-ANCHORHOLEMUSTLIE SOA7-Te ALUM. e0B&TB ALVM TOPV(EW p gig-
1260' -I 820'F^ TOPVIEW TOPVIEW
WITHIN THE OA6NE0 BWtU)MY.SEE PRODUCT REVISED
72S%37SX.1W 126•%3.25-x.624• 1.25'Xa04•X.b24' SHEETS IO-11 FORTHEIWCHORO.C. TABLEC TABLE C,CONT. P1llnn Vdth the Flodda
MULLION MULLION MUIlKK4 DISTANCE MAXIMUM ANCHOR HOLE DlmandoO Vatus pn)For MUTIlon: Dimension Value on ForMalllonf BulldlnB Cod•
SWSd5ALUM. 8W5•TSALUNL IAMETER ANCHORDUWETER�1n6•, NOA-No. 17-0630.01
%SECTION X47ECTION eXSTTSALU F 3.687 7 CX F 1.836 a
O LOW .12V G 0.600 X.S24• Expl.Uoa Data OS/26/2021
1 a4fi9' S.S00`-�I
H tool Alanimm H 7.438 AhmOum
I��---�/` 1 a003 TLbo a 1 a250 Nbs Mullen
2.661' n .725' .375 ,376• F o. 1'XP X F 2525 1.t..nln 4• ;3 a e uc Centre
1,3Tr ,1� 1.877' I MIN. G 0.757� .375 O 1.126 %.824•
H ZA30 NMI- H 1.SW AtuntriMn
I I 1 I I ae00 Tuba a'r 1 3150 Tbbe Mullion
1 I I I F 2.2M 1.25'xa7S F 2813 W'B Mull 2
1 I j I j j G O7W X,100' F 2.575 45'B Mull ..{
.125' ,/2S 45 2260' i i I i i H 1.SDO N101nun 3
I 323D Tube Alulbn IS
1 I i N i 3
I I I I I TABLED ui ,1111111r11/I
3.250A5•BAYMULLION 315P ` 1 ` POTPut/
3T BAY MULLION BOBlTOAWaI I ------- _ _____ mull Dbnennon a0 •{J�
6003-T6 ALUM. 1 / %SECTION Wool mullion SIA CUP Ot(ml Clip U-CIIp An01e CI1D -`� LJCENBF'••, -
%SECTION �C//! I I 1'%f X.i2b'(70) E9784 808111M 601129N 886241M 869316M z
G OFFSET CLIP _*:
.125' OW3•TSALUM. 1'x4•X.375•(11) 66610 646112M 6661123M BBT312M 868619M Na 56)05
�'j.
.225•JI-.BB7'-a ��'T I-.�1•-� .740• T0P1�`" /'XrX.37STRi) 66653 666112M 6WH23N SW242M 88681Bm - /•
NOTES: f iZ4%a2V XAW(13) 20150=312 6W1127M WS7124M 6082410M (88571661 a •�p
'I)MOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ONEN ON THIS SHEET. 1TB%a26•X.a1d'(14)20101/7W76 6691179m B6a1725M 0662471M 8TS111BM :�,f'•,• 7E0
1.2S X3.941 X.WNtI6) 20162 SMIli7M NOI126M ESM41M aoSS17M �i�lCSs•'•�ORIOa-,. G\'C\��
2)SEE SHEETS 10.11.13.15.18820 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS. 30 DeDRe(t9) B66a9 WA WA W S05 A e110M O ;"
I
da Oe9Re T20) 66M WA WA W 6a5 A 6111M ; /•// LLER tNAL`R,r
3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. A.LYNN MI ,PaFL P.E.N 58705
i
TABLE E
Mull Dimension POT P.Tt#
R
(sheet A) Mulllon SW,Cllp IACIip Anglo Clip I :"�t-.12s I --(r•-,126' n 8
--I r•,zs• r
2'X4°X.25"(16) 06602 666261M 686271M 6885112M q5 o
2'XV X.25'(17) 60604 666262M 666272M 6665113M I BBWMO ALUM
I UGUP 2XSANCLECUP pY�
2.000' I 800}ECTION 2.1' 8003-T&ALUM. SOW78 ALUM.
NOTES:
%SECTION XSECfION 2g0p' %SECTION ri
I f
O HCLES TO RE DRILLED IN THE FIELD FOLLOM4NO .12s .125' I ,f y5• yN t O
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 7 LL (D F 8
21 SEE SHEET51&17 FOR SUGGESTED,APPROXIMATE 141XP �,1490,� I O =
HOLE LOCATIONS.
3)SEE SHEETS 2.4 FOR GENERAL.INSTALLATION METHODS u� � N
5500'� Cy
CUTHERETO 5.000• y V 3. CNSATEFQ.IP, 37S t! BL to O
2000' SEE OE-F, s £ .3T5• E O] o
MW. F SHE
MIN. F 1z" ZO L
__ -------- S� z Z
_
4.000' I I 1 I j 0• 6 f2
15O' 2•X6•X,2S £ _' —i 3.d38' £ + 3.43W £ QF.. J °-
MULLION }--_____—__._I 2 2 N a
M3.T0 ALULt 3438' 1
%-6ECTION 1 I 375'
L j a N _�� yo �
�_ _____ �_ L-_____-� L_____________________J MIN. S
I
_ 9 H
STANDARD CLIP UCVP,D003T0 ALUM. 2x5 AN CLIP
CENTER OF ANCHORHOLE MUSTLIE 808}TB ALUM. CEME7t OF ANCHOR HOLE MUST LIE WB}TI. Q Z O E I) ,250• SEOFORTT4O'LE ON.SHEETIB WRHINTHE OASHEDSOUMDARY.SEE TOPVIEW
WIDON THE OASlIED BOUMARY.SEE TOPNEW 2 u) 4
SHEETS 16.17 FOR 7HEANCHOR 00. SHEETS IB-17FORTHEANCHORO.C.
DISTANCE MAXIMUM ANCHOR HOLE CENTER CF ANCHOR HOLE MUST UE OISFANCE MAXWUMANGOR HOLE 999
DWAETER:ANCHOR DIAMETER. W/iNIN THE OASHED BNNOARY.SEE OIAMETE2 ANCHOR DIAMETEft+illB'.
SHEETS 1117 FOR THE ANCHOR O.C., PRODUCT REVISED
6.500• DISTANCE MAXIMUM ANCHOR HOLE mpl In with l4.florid.
CUTNENETO OLNAETFRANCHOR DIAMETER 1/1C. yy gg
Butltli CPd.
r-20W—••( .3Ts 3.'00' -{ C.TEFtt1P. J7s 5.000' NDA-No. '17-0830.07
I SFE DETAIL
MPL - -SHEET4 MIN. .375 E.plr.Nen Da SP26/2O21
MIN.
__ B
'_____________________; Mlam aP usl C.nNn
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i STANDARD CUPL VAMP WANGLE CUP %tCs•'• ORiDA,:'\C��
STOP EWM USED FORrXXBMULLION,SHEET17 8aTOPIEW
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I.7(AWLE I:SINGLE VERIIMMUIUON THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINOGWFRAME DEPTH IS 2.1/41.THE OPENING REQUIRES A DESIGN PRESSURE OF 60.0/f0.OPSF. ?if .
1)INITIALLYASSUMONGTHATA IIWIDE MUWON IS SUITABLETHE NULLIR LENGTH is 72'ANO THE OPENINGWIDTH IS 32'E32+1'6S'.REFERENCWGSHEET25.THECOLUMNUSWO
RECTANGULAR LOADING MUST BE USED.SCAN THEMULLION TABLES FOR AMULUON THAT ISAT LEASTTHEWINDOWFRAME DEPTH OF2.114ANDWILLMELT OR EXCEED THE REQUIRED
DESIGN PRESSURE OF-W.0/-6OAFSF.WTHE TABLE DOES NOT SHOWTHE EXACTSQE,USETHE NEXT..SIZEAVABABLFFROM TASLE3ASHEETT,THE I'XZ751X 27S'MULLION(LENGTH-72,OPENING WIDTH-70')MEETS THEDEPTH REQUIRED,HOMNERTHE DESIGN PRESSURE IS 4583 PSF AND WOULDDNOT BE SUITABLE FOR THIS APPI.ICA710N.FROM TABLE 4A SHEET B,THE 1•X2.75•X.B.50'MULLION(LENGTH-72,OPENING WIDTH=i0�HA9A DESIGY PRESSURE OF N-727 PSFWHILH ENCEEDS THE REOUIRFMENiSFORTNE
OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACM REQUIRED OF 636 LBS.
uUSE TABLE 4B TO FIND THE ANCHOR TYPE ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOW SUBSTRATE BOTH THE STAR'DARDCLIPWITH(4)p12ANCHORSAND7HE2X1ANGLE CUPS WITH(4)p12 ANCHORS HAVEA CAPACITY OF US LBS-THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIERTO INSTALL. rjj3)VERIFY THEOESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLIONSYSTEM.THE LOWER DESIGN PRESSURE OF MULLIONS OR FENWMT0N PRODUCTS,WILLWAPPLYTOTHE OVERALL ASSEMBLY-FINAL DESIGN PRESSURE REQUIRESTHATTHE BOTH THE MULUONAND THE FENELEI
STRATION PRODUCT RE INSTALLED IN ACCORDANCEWLM THEINSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUWON 7THE ANCHOR CATHBDEDJUSTMESSURERULA COU DHAVE BEENU ED OCALCUMULLION DETERMNEOTO REQUIRED FBE 72.7 ORTHEPSF ANCHOR PRESSU EOF6OF83B IB.B.ALTERNMNEIV WAS PSRTHH ANCHOR CMACITYADNSTMENi FORMULA COULD HAVE BEEN USED TO CALCUUTE THE ANl710RCPPACITY REOUOIED FORTHE EXACT OESION PRESSURE OF 60 PST. O_(60PSF)x(��)=62a9 LBs (MAYBE USED TO QUA(IFYp 105TEEiSCREti4S FROM TABCE4B)THE BUILDING SUBSTRATE IS KNOWN7OBE CMU ONTHE JAMBSAND USESACONCRETE HEADER AND 5IW THE WNDOW FRAME DEPTH L52A1B'.TNE OPENING REQUIRE8A �
DESIGN PRESSURE OF+S0.0/55.0 PST. Z
n FOR THE VERTICAL MULLION:I)INMQ N W THE
SING RECTATA NGULAR
LOADING
LUITABLE,THE MULLION LENGTH IS 32'-7rHti1DS AND THE OPENING WIDTH IS 36'-36Y7•-7r.REFERENCINGSHEET25, 2
_ THE COLUMN USING RECTANGULAR LOAOINO SHALL BE USED.SCAN THE MULLION TABLES FORA MULUONTNAT IS AT LEAST THEWINDOW FRAME DEPTH OF 2-W AND WILL !!ff °p
EXAMPLE 2 MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OFWM,O%5S,0 PSF.IF THE TABLE DOES NOTSHOW THE EXACTSRE,USE THENEXTLARGE7RSREAVAILABLE. W$ OgG
6FEDETAll6, FROM TABLE 3A SHEET 7,THE 1-X2.76`X376-MUWONLENGTH.106',OPENING WIDTH-60-)MEETS THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE ISH-15.1 PSP EL y
MntwtorH�r' sLEETaza AND WOULD NOTBE SUITABLE FOR THIS APPUCA:noN_ ( gg^
FORTH OPENING AND MAYBE USED IN THIS APPLILCATIMULION ON.NOTETHEALENGTH NCNORNCAPACITYGWIDTH,REQUIRED OF 97I1 LBS. SUREOF RASA DESGN N54.7 p5F WHICH EXCEEDS THE REQUIREMENTS ._ Z��>•D
0
SE Fa m�
E 9FE
f I'MIR11TIQ/ DETAILS. BECAUSE_ ASSUMED.VERIFY NOW THATTN DESIGN PRESSHATTHE R WILLADDrTOTHE BLE FOR THE LIEMIIEDOLLED U KING.AADNSTEO OPENINGY.TME NDO IS36TKSMAYBE NOT 7rAS REDUC DPREVIOUSLY PROg10TS SxF2T^ ASSUMED.OSfON(3AT THEDESIGNPRESSURE IS SRLLAPPLICABLE FORTHEAOJUSTED OPENING.ALTERNATNELY,THE'MFIDOWWIOTHS MAYBE REDUCED TO MAINTAIN APPROV 2� THE 73'OIMENSION(35-1?-35-12'-i=73') PRODUCT RE/ISED
�a compryLng with tho H7oAda
2)USE TABLE I2B TO FIND THE ANCHOR TYPE ANCHOR QUANTITY
ANDCUP TYPE"FOR THE CONCRETE SUBSTRATE,IN THIS EXAMPLE ASSUME THE POURED DuUding Cotlu
)>vLx vll I CONCRETE HEAOERAND SILL ARE B'WIDE PTHE MULLION CLIP WERE TO BE CENTERED WITHIN THEW.CARE MUST BETAKEN TO M11WAINTHEFASTENERS EDGE DISTANCE NOA-No. '17.0630.01
INUUAN� 9EE _ USING THE STANDARD CLIP WITH(6)3116-ULTRACON ANCHORSATAN EDGE DISTANCE OF 2-121 GIVES AN ANCHOR CAPACITY OF 1050 LBS WHOM IS GREATER AND Ewl-11t-n Date 05/26/2021
II�� THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR GIPACTTY OF 071 LURL
A DErms, OETAILE e
ppD,y 610:.eT6s� 6HFET3 FOR THE HORRONTALMULLIpNS: Y
"MIT MI do . .Don2
I FOR BECAUSE THE VERTICAL MULL WILL BE A 2•X 41 x.250•MULLION.IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS.ALTERNATIVELY,ANOTHER °u1
MULLIONTYPE COULD BE CHOSEN a
1)THEMULLIONLENGTH1836'ANO7HE OPENING HIDGHTIS 32'N2Y7=106'.REFERENGNO SHEET 25,THE COLUMN USING TFAPFIOIOAViRIANGUUUR LOADING MAY BE
USED.FROM TABLE 12A SHEET 18.THE rX4•X.2501 MUWON(®LENGTH-4r.OPENING HEIGHT-12U7 NAS ADESIGN PRESSURE OF H-170A PSF Wi11CM EXCEEDS THE
REQUIREMENTS FORTHE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THEANCHORCAPAC(TYREQUIRED OF521 LSS. -1
SEE 8
DEMns, 2)USE TABLE 12BTO FIND THEANCHOR TYPE ANCHOR QUANTITY AND CUP TYPE REWIRED FORTHECMUSUBSTRATE.IN THIS EXAMPLE.ASSUMETHE CMU JAMB6ARE B• ti
6HffTS WIDE IF THE NUUJON CUP WERE TO BE CENTERED WITHNTHE B'.CARE MUST BETAKENTO MANTAINTHEFASTENERS EDGE DISTANCE USING THE MANGLE CUPSYIITH X
(LANCHRUCAPACITYo 521'LBS RS TAN EDGE DISTANCE OF I'GIVESANAWCHOR CAPACITY TO LBSWHICHIS GREATER AND THEREFORE SUITABLE,FORTHEREQUIRED II IIUII
y ��NY LYryN�,
44',HDRIL��se•,NOWz. 4)FOR THE U-CIIP IN THE HQRIZONI'AL MULLION TO VERTICAL MULLION,USE THE SAVE ANCHOR CAPACITY OF 521 LBS TABLE 178 FOR THE U.CLIp SNOWS THE AN \���;• LLCENgF;/((��
LnALIFNLTIN MULLIFNtiTll CAPACITYIS1074 LBS WHEN USING 3 ANCHORS.WHICH IS GREATER,AND THEREFORE SUITABLE�FORYHE REQUIRED ANCHOR CAPACITY REQUIREMENTOF621LBS.THE 2
aPENR+OmDM FDRYEARGLMULL� ANCHOR TYPE IS A 912 STEEL SCREW. a N0.507p5 •�'=
FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS:
-1-64.7 PSF FROM THE VERTICAL.MULLION;
j 1-170.0 PSF FROM THE36'HORIZONTALMUWONA7TACHING TO CMU: o
N-170.0 PSF FROM THE 36'HORRONTAL MUWONATTACHINGTO THE VERTICAL MULLJON UNTERSECTION) %O•• S
THE LOWESTDESIGN PRESSURE 134kA3 PSF AND Y?Ww APPLYTO ALL OFTHE MUWONS. - �Fss.�[pETtOP:•G��1��
i VERIPRODUCTS,FY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USEDWITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENFENESTRATION �'%Y�ONgI.EIINt�`�
WILL APPLY TOTHEOVERALL ASSEMBLY.FINAL DESIGN PRESSURE RE QUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN p �'ISIW14f1�CER P.E
ACCORDANCEWRH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVESUBSTRATESAND FENESTRATION PRODUCTS TO MULLIONAL
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F)"PLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALIRUANGUTAR LOADING d�p
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SILL OF NANDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i / c2\ HINGED F
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LOADING OF VERTICAL MULLION ?.Np
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• LOAOPIGOFVERTICPL MULLION LOADING OFHOWZONTALNNWON ewldine Cod.
S6L OFWWDOWS NOT ANCHORED WDHINTERSECTINSVERTCALMUWON / NOA-No. •17A630.0.1
PIN TMI HR / Ekpl-uon Date 05262029
1 LOAOfNG OF(2)HORIZDMAL MULLIONS LOADING OF HORIZONTAL MUWON LOADING OF HORIZONTAL M,
f i By-
,N,WON Mla P ePro act Wn
P HINGED PW NOTES;
DOOR
I)DRAW WGS ARE
.� I RERESENTA710NS OF7YPICAL
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i PW MAVBEE%TRAf'OfA7ED FROM
cc / I THOSESHOWN.
/ / I 2)IF THE LOA13ING TYPE CANNOT YLYN
/ DETERMINED.USE
j RECTANGULAR LOADING. `:�;'lTC Sp•..(�
PW PW I 3)SEE PRO DUCB'APPROVALFOR A, No.58705 t'p
ACTUALANCHOR LOCATONe.
LOADING OFVERTICALMULIION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTINSHOR60NTAL MU
DNS
1 SGD
LOADING OFVERTICAL LOADING OF HORIZONTAL A'LMNNIMICLE'i�,P.E
MULLION MUW ON FL P.E1!68705