HomeMy WebLinkAboutProduct Approval (4) l
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JUN 2 3 919l;;
MIAMI•DADE PEW-YIFTi,'�!G MIAMI-DADE COUNTY
of Wks I St. Lucie County, ,-1_PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Raving Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION:
one: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 B
dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERYIINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-02-18.03
MIAMI DADS COUNTY Expiration Date: May 26,2021 _
f1!f 1 Approval Date:April 14 2016
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 B dated 10/10/144, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test, per FBC,TAS 202-94
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
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 05/05/11, 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-2010
and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
Manu a ez,P.E.
Product Cont oI aminer
NOA No. 6-0218.03
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Mauuei)Rv*,P.E.
Product ContrVIF-_Ominer
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NONIMPACT OR LARGE AND SMALLFOR THE
MISSILE IMPACT-RESISTANT PRODUCTS DETAILS SHOWN ARE TINSTA MULLION PLICA SHOWN ARE IN ADDITION TOANY ANCHORS UNIQUREQUIRED NDSHOULD BE L
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SfilAT10N 6 UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES_. I
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS-____.-.._1 o
FIGURE I: ELEVATIONS___...____�7 6
MULLTO'D(WOOD.___.2 �u
MULTB�I.E OPENBIG 1vmTH FgivERRGLMULL ARcxESToeE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PL:RFORMANCEOF TFIE MULLED UNITS.MUWONS oY
HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS,BUT SHALL uIn I Tp 7X 6 MASONRY_.2
MULLIONS I� SEE OETMS INSCRIBED INwo INSTALLATION NOTES--.2
/ ".Bit RECUNcuLAR NOT HAVE A GAP OF MORE THAN IW FROM THE WP. MULL TO MASONRY—__-.3
SHAPE MULL TO STEEL STUD_-_.3 N
SHEETS 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WWOLOADS CORRESPONDING TO THE REWIRED MULLTOMIAI s 45 D]
�� �•�� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECTND MORETHAN U160.THE IJOSTRESS NCREASEWAS NOT USED AµL�ERSPECS s 3 Z rt N
IN THISANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAYMJALINSTAUIATION-_.4 O
1X2X.125MULLSPECS—_5
J W
4)PROPER SEALING OF ENTIREASSEMBLY IS THE RESPONSIBILITY OFOTHER.SAND IS BEYOND THE SCOPE OF THESE 1X2 x.375 W1LLSPEC6.___,e
IIHII-Ilh INSTRUCTIONS. 1%2.75%a7s MU LSPECS__7
t
X175 X 15 MULLSPECS_-B
SEE UETIULS / I /III /\II 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMNEPRESSURES AND 1X3125X5WMULLSPE6-9 W O o O
ATHRUG: _ _ III _ 1pE ABs ANCHORAGE FOR THE COMMON MULLION.SEE EXAMPLES ON THIS SHEET AND SHEET 24.FORMULTPLE UNITS,CONSIDER I X 4X.125 MULL SPECS__10 m Lo
SHEET52J I 1X4 X.37STUSE MI LSPECS-11
5� ONLY TWO ADJACENT UNITS ATANME WHEN USW07HE DEBIGN PRESSUREAND ANCHORAGE TABLES.THE LOWEST pE5NT1 1%4% TMULL SP�S__MiMiTt1
'1 I11 i PRESSUREOFMULTIPLE MULLIONS OR FEMESTRATION PRODUCTS SHALL APPLY. W O
125X315X TDO WLLSPECS_.11
II III OPE NG 1.25x325 X.1D0 NULLSPEC3._14 Z J$ �•
uTaT. NDOM 5)WHEN FINDING YWRSIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THETABLE(S). 1.25X325X.624 MULLSPECS_9a
MULL FOR 115%1.94%.624 WILL SPEC3_16
x MULLµ 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO.WOOD BUCKS BY OTHERS.MUST 2X4%.25MULLSPECS_16 Q Z
SEEOETALLE 2%BX2 MULLSPECS__—.17
BEANCHORID PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE CORROSION RESISTANT N
SHEEP5 30'X25 X.125 MULL SPECS.-18
APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIMSSHALLBEPROTECTED AS REQUITED 70PREVENT 1-
AS
30'X 325 BAY MULL
ULL SPECS._iB
REACTIONS. 4V X MULLION
5 BAY MILLSPEC9__20 Q O Z
AIUWONBWPDDIENSIONS__21.23 F Z
FENESTRATION B)REFERENCE TEST REPORTS:FTL$143;ELCO ULTRACOWAGGRE•GATOR NOATi EXAMPLES 1 a 2_.S_____.24
PROOUCIS MAY LOAOIIG EXANPLES__.___.25 W KQ
BE OFANYTYPE. 9)MULLIONS AND CUPS HAVE BEEN DESIGNED B TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING lY W Y ]L
M CODE,AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F, Z�IIUR
BrwT.o � PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROVALS. Q Q
r- 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ Z
_ I /sEE DETABS Q
a v
_I �
Now NAl /.gGJA] W)-TWHEIGHT OFE C WRHIIDUALM MULLION
COMPLIES
REQUITEDPNOVIDEDTHAT THE SPAN AND OPENING ��-
WLL sxEErs2a WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIRBAENTS OFTHIS NOA
IJWSNOR¢a TIAL
LE7WjGLLTIL INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT QMFT')FOR THE OPENING USING THE ASCE-7 STANDARD.
—oPOaNG 9viDm—' I---Na1¢MUU LENom,—I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
"'1LENLtrllf- d 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'T(BANGULAR7ITIAPEZOIDAL'.
ED
d DPEMNG
4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBS/FPI FROM TABLES IA THROUGH I6A,ON SHEETS 6 THROUGH 2O RESPECTNELY,USING PURODULTREVi The
NFJGHr THE MULLION TYPE.LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY}THE RwldmgnOo�ewith
Nme FlB4Lm
OPENING MULL d �' NFO¢ VERT. MULLION CAPACITY(LBSA•TI OBTAINED SHALL MEET OR EXCEED
I(CE_ THEDESIGN PRESSURE REQ "SIM)FOR THE OPENING OBTAINED IN Aaep Fbl caA6-
HD;RIT d LENGTH M� d d d STEP,).UENGTH
•� ALF L2�1
L L 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE•FIND THE VALUE IN THE NEXTCOWMN ANCHOR CAPACITY REQUIRED RBS).THIS VALUE BMY� ft�
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET70 ATTAIN THE FULL MULLION CAPACITY.
SINGLE MULLION SINGLE MUWON -`FDR RnCAL1W11 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \�11\N.(LYNN M�
ovFimLG vnDm ANCHORISUBSTRATEIARCHORCUP PATTERN MAY APPLY)SELECT AN ANCHOR CUP PATTERN AND VERIFYTHATTHE REQUIRED ANCHOR �,,0 .......,4
MRVERRGLMNL CAPACITY IS MET. ;4�p
SEE CORRESPONDBIG DETABS MULTIPLE MULUONS `*-; '•
FROM RGUREI ABOVE 7)IFTHE MULLION CAPACITY(LBSIFPI OBTAINED IN THE TABLE IS HIGHERTHAN THE DESIGN PRESSURE REQUIREMENT(LSSIFPI FORTHE No.80705
OPENIN"'YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS - /� /
VALUE LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE %-O:�^• 6 :•41-
STANDARDS 115®: 8)VERIFY THE DESIGN PRESSURE RATING(LB&M FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MUL :p�'•, ' TE :w z:
•2014 FLORIDABUILDING CODE(FBC)STH EDITION CAPACITYTLBSIFfa)pBTA1NEp FOR7F�MULLION SYSTEM.THE LOWER OF 7NETW0SHALLAPPLV FORTHE ENTIRE MULLED FENESTRATION iT Gam`
4AWSUAFSPA KDS•2012 FOR WOOD CONSTRUCTION .!'T.ORIOP.•' \`.�
.ALUMINUM DESIGN MANUAL PDM-2010 PRODUCT ASSEMBLY. �i FS•• •• �JG.
AAISIS700.07)S22010 B)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.MN/p(�(p E,`
FL RE 58705
cue<
DETAIL A: DETAIL B: Mlnual �
MULLION TO 2X WOOD BUCK MuwoN MULLION ATTACHED TO 1X BucKSTRw TtT•u+�oR
OR WOOD FRAMING , ATTACNNEM iB
BUCK AND MASONRY "ND ..SrRAl S
WOOD IB-161) Y
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY onom a
SEF NM I.
to
I 6NEEi t. m
I 1 I SEE 61QEf5 b I 48l zi 161 "• FOGE O W
ERHFATI� I 1 31-33 FORNOIE I I CfOICiETEOR CMU', '�I pISTANCE, j y(—j
STANDARD I LOGTIC6 � I.I SEESEE TABLES nOFIM2
_ �E I FOGEASOIME 1}fgB p'A fn
MAYBE ' II FOSR1NOoo e m .< a I I 1 FAN�plOR4Y COW Q DE O
TwaM moo n ` SCREWS 'L36o•uAx FaR ••° . I 1 I SIDEVIEW Z ' J
_y ALLABR110NS < °' ~ O J
d STANDARD 7 n r2
° 'de OFT6ET MULL z
,� QIPLIAYBE �Eg yq $�jI
EXTERIOR . . tAtL�lry m g~AS 5 Z
° EODE - Z
d D6TANCE 4 . {— Z Q
FOR ed O
- pNCHRZZQ
a THE OFFSETCIP6 ANCHORE
1✓f' RECOYMENDEo FOR
EXTERIOR "o seurA4Y ALSO FORF
]C y
OTImiFRAME TYPF6. .Z Q 3
Z U
TYP.AN
TBP.ANCNOR PER6lIBsTMIE,
Tt'P.ANC101t PFASUBSTMTE. SEE TADlFS tB-18B
PFR6UB6TMTE, 9EETABIFS 10.168
Sm TA&F519.10 o G o BIICXSiRB�
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t616B ATTSm
E16ECAENf BUCL:IWP S ��•
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ATTACHMENT
BY OTNFA6.
'%"•'',. .�....;,.. ... SEE NOTE t. ..,.. ..: .. .... '
6NEET t. •�
MB12.7KSI CONCRETE OR CAU
FRONT VIEW PRODUCT REVISED
SIDEVIEW8
d 1PIytw
^SW1Q0FI0Fl&
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ie O.N&
FRONTVIEW ACizig11uC.j
e=�.uR.11xm '2021
INSTALLATION NOTES: B
MItM ►l6duti
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO. I I I
2)QUANTITYOFANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION LYNN
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE THE `�•�•l.�vtGENSF•'•.,9
CORRECT GUANTITYAND LOCATION OF ANCHORS MUST BEFOLLOWED,REFER TO THE TABLES ON THE X
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. No._ 'Rc
58705
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEETS �� �( �� • Z
5)FOR MASONRY APPLICATIONS IN MIAMIZADE COUNTY,USE ONLY MIAMI-OADE COUNTY APPROVED %��S•.FCOIBOPr�(�`�
ELCO ULTRACON OR ELOO U4•S.S.AGGREGATOR MASONRY ANCHORS. A
A, NNIMILLER,tb.E.
FL P.E1158705
DETAIL E
DETAIL C: 1S6.Mgt MULLION TO MULLION
NOTES: o
MULLION DIRECTLY ATTACHED TO r
INTERSECTION
MASONRYSTRUCTURE Ox I (U-CLIP) 1)MAYBE INSTALLED M=OR-CROSS'
(STANDARD CLIP SHOWN), I INTERSECTIONS. pphi
VAa�s 2)MAY BE INSTALLED HORMONTALLY SY
I I (SHOWN)ORVERTICAUY.
I TYP.ANWW L
EE TXE I PERSUBSTRATE.
srA1IDAaO SEETABIESIS-tab FOR CORRESPONDING
PONDING DRAWINGS.SHEETS 21-23 gb C7
OFFSETMULL 1 i TOP VIEW FOR CORRESPONDING MUWON. Z mL
CLtP wrBE 1 i I g A EODISTALLEDBYGE IWAMCE MULLION 0 W
1MISRRY
MEDIOO i II I mCIKRs VAA16-i----�1 JUJI
�'1 I 511ELFURILLINCOORORPRECR 1. N N
AMDW AND USE SMS 0
m m m F
EXTERIOR °a S MUWON 2 m J
n z 0
EWEMTANCE • WERECOI FSETE.WW c Z U L'
FW MASONRY
ANMORS ,% r LuNTEa5ELT1ax :;> ? R i Z
I oT FavgTFmWss. EXTERIOR Q Z - -0
PYP. G Z Q W
PEE SUM
4 Z
RATE. O,d Q 0
SEE TABLES 1B-tSB Z
TYP.ANWOR SEESHEEM21-I'DR
85TRATE. XOIELOGTtWS
BANTRIP PEq SU
AND SEETABLEB10.1m FRONT VIEW OLErEEWWEE K < oY oY
woyiIMBR
EWE u
SFE TA NC,
BYOPHERS. , F N >
.•• SEE NOTE t, &taB
^_DISTANCE
CONCRETE OR C
2.T
MSEF9 SIDE VIEW
Mw 217 TdU 1&12B13B MM 2t KSt CANOiETEW CMU �
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: SPRu.,uRE
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PPERsu.HS1R TE.
" ` / SEETABI H,13B
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION '- SEESHEETS ® PRODUCT RGVISFD
ONLY.BECAUSETHEANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 2140 FOR m cwBplYing wilh Oa RvtidA
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER 70 THE TABLES ON THE `� HOLE Bold'alg Code
FOLLOWING SHEETS.FOR DETAILS A-D,EITHERTHE STANDARD OR INTERIOR CLIP MAYBE USED. LOCADONB Aeo:p-.No�'dL18.63
MUWW BApBeti Date Y�aL)
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 0 BY
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET S � 0 AL 'Dado
EWE
6) ULTSONR APPLICATIONS IN
MIAMEDADEC MASON USE ONLORS. I-DADE COUNTY APPROVED FOasTms�NB\s\��TNWNER�TNAN DISTANCE LYNN
�\D�yI LYNN
FRONT VIEW 10 GAAMl COWUANT RH TRE FLTWIMNG IB.INI :1`�'.•`\CENSE•'.,'P
COOE.AUWCW BACKER MUSTUSED, ' 7Y
ATTACHMENTBYOTNERS. =y' p1O,557I05
EXTERIOR USEWOODANWWSPECS SIDEVIEW
NOTES: - "L• /0 16 u
1 FOR 2X WOOD-BACKED STEEL STUDS.WOOD q ifAi
Cof
ANCHOR VALUES MAYBE USED. :�.(�'•.,FLCR\OC-' (2�`
2)SEE CORRESPONDING MUWON TABLES,
SHEETS 5.20•FOR QUANTITY OF SCREWS. A.�L'YN�1�f�jIPyLEi�;P.E
FL P.E.#58705
DETAIL F: DETAIL G: DETAIL H. B �
FIELD-MODIFIED MUWON CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION
(F-CUP) (ANGLE CLIP) (ANGLE CLIP)
6EE OETMIb AE ]D•ONAS
SMEEf62MJ0]fORMSTNAATION BAY WLL
T06PEGRC SIIBSTMTES.
6xvOAmOwrt O O.tu• I MULL ON ii i iii TYP.T/91T�0160D z
0 0 0
O O O TOP VIEW WF�
m
WN
SIDE VIEW
V
TOPVIEW
EXTERIOR PER='L Z ON7
yp
t TYP.INCMOR I 1 It }
sTAmulDMuwaxwP TRSLwmATE. I ' EXTERIOR y O Z
M�IFIEDTO FlI FlHD N 6EE T/�BIF51&NB m 1 T"1 Q Z
CORONIONS. Icu I I V-2•%6•ANGLE CLP, ~ Z a m p
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I I I I I N1STM1®INfimE OFBAY MULL. }.. F?y� a0
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PER TASUM 18-1
SEE TABLF51&1/B
INTO W000,
srEEL,uuM
INTOINOW.STEEL STANDAFDCLB TO BE EXTERIOR CRRNSONit' EO CR
AUALCLNORMASONRY 110DIFIEDOAAFIA
EXTERIORQObt1Y i®" ®�`
�� PNRCAUCT R6VISIID
O FPO�A1c110 Plying wiOl Bm FlaiAa
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DISTANCE Dy
PER Mieml lho6oU
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EM
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DISTANCEPERANCN00. £ NOTES FOR INSTALLATION OPTION G 8,H: ;\ON(LYNN ALIt
O ...........
G
F: 1)USE 2ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OFMUWON.
NOTES FOR INSTALLATION OPTIONS 1`t`;•�\CENSp
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X211•X.125'MUWON. LOCATIONS.2)DETAIL G:SEE TABLES IB-14B FOR ANCHOR QUANTITIES AND SHEETS 21.27 FOR HOLE {; 1lD.53705 ;
2)SEE TABLES 181313 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
:w. S 6iuT:
LOCATIONS. •'.,
3)THE 2X6 CLIP IS NOT SUITABLE FORTHIS APPLICATION. �iU.(��'•.,FLORtOP•' G\��
A 1Np( \P.E
FL P. 58705
TABLE IAWp
MuIOon C.08CIN Txbk �[
CPmIno dth(furVui1aa•6PWdr0 11140m)m Opening Htight(forh01im11eft-iNreerw m1A") ^�<
501, mb lob mb mtn I imb 1201, 140b Imb ' o
"howl
fxaenW.r Te9/01Ns R-h-wr YmPTA g. ReanyYl Te9/+11w. Waen0II T417Nn0 Re91enPNr TepRdnia ReclaoW TgJTeA7. R6ae0PJer TnpTlelp. RectWpl1 x2x.125 1u [wOn0 tufo L-e c Lfto L69 L-ft Iu8n9 lnefp L.d,; [ware Inedoo LfO L-ft [0160 Lft L-tvAlumTube S FS S F L ,� LE LLL S� Lmull
� � 11 a11fly 1, 11I 14" '1 �� i� 111 JII
o E
Ith MA US 120.6 3]t 012 100 1146 376 79A NS 1071 321 NA 400 1044 319 621 US IN.O 310 649 100 INA 319 US {N 7040 319 30.9 100 INA 319 36D 400 INA 318 � W
48b 7{A 312 610 208 WA 312 73A 101 m1 312 67.0 TAB IBA 312 032 20 41A ]12 811 2" 3N1 213 61.0 2N 3t2 SU 61.0 2" 240 3t2 SIA 2" 21{ 312 w.0 TAI M A N
Of
w12Sb 0.9 Ni 740 231 a12 281 N.5 228 NA 181 617 2M We 281 521 222 35.6 261 Mi 220 3fA 761 492 me mi 281 10.0 11p 22a 701 N1 319 100 IBI 4" 219 W p$ O
Nh nA 2R 671 207 w.0 217 /9A 102 371 W 111 1n 329 217 11.6 198 107 Ll ]OA 1N 162 717 35A 103 M 2R ]0.1 IN 141 IR 341 tw I41 217 341 IW ? N
mb 34{ 2m N2 RO 320 2N 35A im 77.1 700 31A 10 24.0 200 ]8.0 10 2W 200 17.1 tm 192 200 26.9 157 I40 1W 25A 156 I-• m J
'S mb 11.1 101 35.7 106 171 111 30.3 161 237 Iw Me N9 A.7 101 20 1N 14{ 181 120 IN IBA 101 21.7 H]
S
ah 140 t66 70.0 1n 2{A 106 26.1 IN 70.8 IN 13.1 IN 10.0 183 21.0 1M = d� �}+1�
71b 92 1w 11.3 710 146 139 !:--,
9A 716 119 t]9 171 116 .I y I
70b 10.0 115 147 109 10.7 116 146 1R Q (n aZ
18b 171 11e 111 1N J ' ~
~ , Q N O
TABLEIB ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ Z
Anchor C6 eel Table b3 ANCHOR CAP.,eW oo
SIA1l0 2i3 0-c SAS�. NW98OAU F016CNV PT 990 AIeW (DP,m')X( ).ANCHOR CAP. N
MNC1CR GP.,,,,•,
dta•Elm 1M89 Ek9 d16•Ek9 111.SO EW 810 wetl /I26Ntl 812 b1etl W X
AnchorCllp Paxema Alxlrrrypc yte•Etouetcm v{•Ebe uuNm vm•o-a N9ecm vt•Eao l9e.ccn
NbcOt Appefxor u6recm A9awemr aca.(a3)ene.lG31 3-(01) USE THIS FORMULA TO OBTAIN THE•ANCHOR N y V
Ea9emwae(b I• zlrr f• alrr ave' 1• 2-fd' 1• 2-trr 2 11R• r o.N• 0.0{' O33r CAPACITY REQUIRED'CORRESPONDWG TO AN U x a O C
Ee9e6nm1(b Fdl• 1-W /8'Y I.M. T 1-111' 1•I/1• 17tH FVI• i•VI• 1.11{' 2 tar6• Iva• Ir1a ACTUAL PRESSURE REQUIREMENT FOR THE
2An71ns®ua•Im ac./6uN.eaowam OatF 79om 390m {mm eeolN 1NIm noM teom ]51M r10m 074M NIM wBw xtm 1- Sm- OPENMG,WHEN RIS LOWER THAN THE MULLION
Q' c Z'O>•;
4Ane8ae®131 M O.C./bhnax0(.O ,u Ly(719.2% Imm 700M WA WA WA WA 30oM WA WA WA WA WA w1b NSM 1110m CAPACITY(FROM THE TABLE)MINIM MANCHTHE R
IAWns®3•wA o.O/R)a6Aa0e aw/Fa]3 Imm 7wm emm tSBOM tnaM Nom bea 101 wA 7wm 71617. emM lent. Sam 96516. i110m MUWON.RWILL YIELDAMWIMUM ANCHOR 8 '+ -
IAneOen®0./5•YNL QO/V4b.He.129'AWe.(719.1} WA WA WA 11UA WA WA WA WA WA WA WA WA WA WA 71Sm CAPACITYWHICH MAYBE USED TO QUALIFY
+AAOv/1"Q96b"5% 196m 195b 113m NSM 0IIM 115M NO lee in. M. 1,,- 332 ft Ram 170m =I F. 2W 1b ADDITIONAL ANCHOR OPTIONS FROM THE
2AMwn®I.1S I[H 6C/Fab Rh.
6) IIOm 7mM WA WA WA WA tw lee WA WA WA WA WA Ntm N2M 6mM ANCHOR CAPACITYTABLE
NOTE:FOR THEOFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
FIGURE 1: FIGURE 2: TABLE NOTES:
• • • • iROOUCT RCVIg®
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Plytn/9dW Ne Fl01ib
SEE SHEETS 2.4 FOR GENERAL MSTAL1AT10N METHODS. -..)1.000•r.-- Bwlding Cade
n9�Ae�w
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS 15ALLOWABLE. Px utli Oef6 )
FIGURES: 6/
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Miwi 6t
• • HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2000•
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS.
ANGLE CUP MUST BE USED 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROTIT-FILLED
ED IN PAIRS. .125
`SOIL,.•• ••.,FR
CONCREFEBLOCKUNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED �F�d`.•`)CENSE ,jam
FIGUREI: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6D63-TS AND BE A MINIMUM OF.12b•
THICK.STEELSTUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT I'XYX.12VMULUON H0.SBI05 -
�" THU MATERIAL f;j AND 136.CH ANCHORS INTO METABE ST LL EX"S AT S.OR 410 35CREW THREADS BEYOND
THE MATERIAL g104g12ANCHORS INTO WOOD MAY BE STEEL IBASS.OR 4105.5. w:
./Z.
A LYNN1rjI�I ER,EA.E.
FL P.E.@ 5870.5
TABLE 2A gj@1 �j
Motion Ce 50 T6DIe 9fltt Ig
Op.nlnB Width(WWII rys eMlg mtfloro)orOp=Lng Helgrit(for lnIlmots ya er5irg mt0lons) C�r
Wm Wm Tom Win Wn wm tWm lain IN In a
1225.776 ReLeut46a8iiv TnrAplTmlmg. RIeu00'AIr inLo
-Av RblWma TnrI&M' RL-mvu TtI-" R-.*v Tnplf4v¢ RL-dmo r TMp10Mp. Welap.A6r Tnpltau0. n•C+rO&v TnWM®6 R[degtrt irY6rAW. �Y& U
la>eDg .lntN I0a0np Lib l�W 1DAteg rmetrrg
In
ff,'A
tag eW nao 4s 15U a@ Inc as T7 an 1Tao eW 1Ra an 1.5 ale IW9 +tae sn me mJ +me an 71T an Iwo Gtr b.9 - leap an mT on Imp an
21.6 fin 1=0 N9 :DIA e@ 11a2 410 me a@ +o0.7 4" no WT Ina 30 fits 507 ".a W me WI No no W.r am No 3W aA 507 0.0 396 3&0 W 99.0 39e 0 _
017 45a lila SI9 w.4 a19 no ert T4.1 4W no 561 No 455 046 3W 6t6 4W 812 35T 51.6 450 m0 3% 442 IW m0 W 31.0 A'! -MD 550 526 4W No 356 � �� N
UI
4 AW 015 336 71.2 4W me We al0 4W 717 322 514 4W n.3 3n 4T.a 400 610 315 627 4m M3 3N .0 4W 61.6 513 305 40 ele 313 267 4W 61.0 313 m
23 SM No 276 S1.9 3M era 770 4A5. 3M SLR 264 3&9 3M No 2W 34.0 3x1 u9 257 31.1 304 42o 256 260 3]4 463 m 212 3M 446 ?59 195 YM 4ae T59
o 291 57.1 nl N.0 2e4 493 24e 3, 291 Ala M1 no 2N eaa 211 no 264 @.1 2]I 7&0 7N u] ?m 2zA 291 Sly 2W 193 2N 33A 230 1&e 291 344 ?W6e x6e 40.6 TJO 3&0 M 42A =5 W 4 Me 37.5 2M 2a2 26a 3l1 2% AO 2W 31A 215 94 tae MS 212 105 M 2&0 210 10] 260 9.T 209 tla 26! Tl.l 2W Z60 ?a ]i.9 1W Sao 275 322 tW 2S7 2E ]&4 taB 226 23. ]S6 165 2a0 S8 246 1@ 1&D 90 221 tW 7So 2a =3 T77 tt9 ?25 10.a 176 tU Za 198 178 aa 2@ >n 216 2@ 71.] m 2fA 2@ 218 170 tat 2@ 213 1B/ 17.0 ffi 10.7 fay 1S3 2@ 154 tW 126 2@ 161 1W 108 RA tip fW 98 1W 156 1W J&7 1n93 IN me to ]5.1 Its 20] to 220 to n.7 I.r 14T 1W 167 19x 1&1 tar t/.] IN 1&a 1$ IU to 153 to 141 1@ 144 1W &9 f@1&a 1N 10.0' 12e 1&4 1N Ifl1 t70 Q152 iD 1S8 lta yO B
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: N
An0wCovSc Ta61a Iha ANCHOR CAP.- X y y
j�j'
lver: 21.manor 351Cvo. N90o M Fb90A07 PTtryeeO Wm (DP•IX{ =ANCHOR CAP.o N y N
5/trF3m v+rFJeetno<.w iH•Ek91Asm urs65)99 Bta•Ema wssa+w 9tDsnotSexseedSr6111 MUWON .,e,.. XMehorCllpP&lhm5 lA9PIaaQA®ee.v sams(Os)`u M) 6c,a.to) USETHIS FORMUTATO OBTAPI TIIEANCHOR
zr x-tW t• 2-ur 1Ve' +• x-Irr t• 2-t2 r 1w r o.4r mew CAPACITY REQUIRED•CORRESPONDING TO AN ZeIaC taS ACTUAL PRESSURE REOUIREMQdI'EDITTHExAm OZT6•Mw aalsmwlR tk WOb 3c0m 4Wn 6Wnte14b glom2mn3s4nMononli�lz'
OPENINO.WHEN IT IS LOWER THAN THE MUWON( A WA WA Sorb WA WA WA WA enm seen t170n CAPACITY(FROM THE TABLE)OF THE SELECTED4AncMr603.Mhoa1W ft. Ineb Mom soon wA iWm nen IW7b Web wean tt2om MULLION.IT WILL YIELD A MINIMUM ANCHOR
wA•MhCUOp (Ib.4k WA WA WA WA WA WA WA WA WA WA WA WA WA 715n CAPACITYWHICHMAYBEUS®TOQUAL4Yn[anl FAV1WNsb e77b t3sm W191n7m Rom te71a 41n nom 221b 2Wb ADDITIONALANCHOR OPTIONS FROM THE
2AncM6 f.fb'Mh QC/FAIg1W.ek 2Wb 3'.Bb WA WA WA WA 1Wb WA WA WA WA WA Mlb 4421W erob ANCHORCAPACITYTABLE.
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. _
FIGURE 1: FIGURER TABLE NOTES: �RODUCT RBVL9®
Wmpyuywt36t54 Flol1b
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. n.UdnB Code
AcaPn0WN91 -� 3
BEE SHEETS 2-4 FOR GENERAL INSTALLATION ON METHODS. Eapindm DSe
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOMR OPENING WIDTHS IS ALLOWABLE. I B u
I
S
FIGUREI Mml hoASt
3)MUWON AND MUW ON CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.000• I l t
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \ll •(LYNN lli
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS t�t)N•,,,..,,•Mi��
ANGLE CLIP MUST BE USED IN PAIR& 4)SUBSTRATES:CONCRETE SHALL.CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FOlED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CSO.WOOD SHALL BE PRESSURE-TREATED, i•�• No.58705 'i•'
FIGURE 4: FIGURES: FIGURE B: YELLOW SOUTHERNPINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083•T6 AND BEAMINIMUM OF.125' /•xr X.3TS MULLION
THICK STEEL STUDS TO WITH AN
GRADE 33AND.04S THICK(18 GAUGE).STRUCTURAL STEELTO BE AT
LEAST.12W THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW THREADS BEYOND - (.! 8 b, ;•<Y-
• THE MATERIAL 010 dAl2 ANCHORS INTO WOOD MAY BE S7EEL IBA S.S OR4105S
�AQ,n,
S�nNAI��G�: .
A.LYNN MWOEA,P.E.
FL P.E.1158705
TABLE 3A �p
Mullion Cuscity TA6I/Ilbstel _AA
Oparibig Width RorteNciiW-spaMrg mW7ons)orOpenln0 NogIn,(orh nwrb*9P/9aim oumom)
Wb min 70h mh I 8010 100h 120 HOM 1mb o
12276■ R.-W- Tanchor Poemrplu I.Ant m R4.1w. T ming. 1-1up54r Tmm.,% R..WI. Tior".g. Recle9Nu ni"IN. nu'.OA4r TrAPTneO• P.O.nW. Trs9RnuC Rneluplu TyR0.n9 8�6
A76ATitn. L"ft L Otl L ft lw.6N L-ft I.-to Lmme L." L0e0N W.ON 1Au000 L.M60 L--v cm L."I, Ioe4N L0.0N ImON y Y
rm
Tion �5B � qSg g $$g �5G � �� 15g 11 55fill, I Ipa ISg I5g �I Id q�5g I I yI IBB II I Jd p1 111 �$
at, Pd0.0 NO 000 IrS t7O.O 7" 170.01 7 Y@ S 170.0 � B tp '@ 3 52 t1TO.01 NO 170.01 M IMO l fl S@ i 5 3@ 2 ifl 2H a'@ d @ S8 Z nL N
O
at
J
401, 1700 T08 1R0 624 170.D AN tTOA 6M ImA 990 ITU No 170.0 1130 1R0 mt ISIA 1130 1R0 m 130.5 11]8 IT" ON 11. 1119 170.0 no BTA 11]8 1R0 em 661 11]9 1700 SO :3
mIDSh 1700 747 1700 SM IRO 60a 1700 On 157.0 1032 170.0 664 1460 Ica 170.0 703 1]OA fou 170,0 740 IRA 'OR 1700 756 BTA 1029 1700 7M 61B IDa 170,0 T30 RI 1= ImA 750 LU � N
Mb 770,0 787 1R0 612 1512 007 mo em 1]62 907 IM2 rA ImA NO 152.0 m0 107.5 W 145.0 714 066 707 IIIA 710 70.6 BW 140,0 7M 70.1 907 140.0 770 m.0 BOT 1400 im m O Q
0010, 141.1 735 ISIA eta 117.5 Tss 130.3 Oft IOU 735 HOLD ON 662 730 1Oe2 6B0 RI 730 90.6 ON 70.5 7ss 85.1 670 MA 735 91A 374 mA 730 01.0 574 44.1 740 ma 574 m
mb 1712 M 1]0.0 670 1018 630 111.0 M7 87.0 670 BSD M7 703 eW 80.1 6106 BLT me 630 Mt 70.9 RB TBA NO 50.0 w 75.6 621 136 6M T66 621 361 No TSA 621 7
66h w.-O WT 1124 522 M.0 707 861 MI R7 507 No ml 06.2 6W 70.1 493 MA 707 71.0 4M 630 mt oil 151 462 007 mA 170 37.0 007 e27 474 37.1 507 627 474 Z W� �' �
a gz
mh 618 ala NO ala 660 SID 73A 430 66] 10 su 406 61.0 910 MA 110 411 670 701 113 406 610 70.0 400 340 510 45.8 402 203 670 40.1 399 266 700 N] 399 ? Tn w
70h eu 155 mA 470 61A ISD M.1 382 498 430 M.1 %] u1 IM 458 370 370 470 K6 m %.7 430 118 ]® ZdD /M ]7.7 302 ]IA 430 360 ],w 21.7 430 SL7 m ¢ j O
mb 642 430 87A 301 610 433 666 m ISA 430 40.6 m 10.+ 415 4, 370 ]5./ 415 InB SSS Yt 4ss ]0.1 ]51 265 430 NA 340 229 430 728 %1 20.1 405 >u a4a ),,, �• .-
mh 11A 017 40.1 2Bo ale 327 39A 265 7oA ]a 101.0 170 30.1 377 Tea m 232 327 25.7 DI mA as 217 2M 17A 321 ]1A 1M 14A 327 10.3 256 Z ^ Z N O
DOM %A 287 SSA 2M ffif 267 mA 252 348 2n 29A 7A9 21.6 m] 2].1 140 10.1 297 27.9 240 173 261 103 m/ NA 1e7 t6B 702 y m p0
IOSIn 242 227 40.7 205 203 227 Z69 201 ITA 227 160 190 16.1 160 189 U) to
X s
IIIb 723 213 227 iM 166 215 1B.I 1H 16.8 2+S /88 160
imh 17.a tM D.9 170 U X a O C
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: a ' Z Ao V
Anchor rancftVTbk @9 �_ y I
ANCHOR Z._,_ JEi
awluel6 2.7A Fawme ]A3 caw. ilolar04e IAm aN Pr WON 3+6161 (DPw,)X( ).ANCHOR CAP.w, K .O
x1'0" 114.99 Ek0 61r'F22o 11/•95Ewe 0109x41 /126Iu4 8126tH MUWON CAP., ,,,,
...'a"P.... AnM 3'I'Ebo NYecm 111•Cto UN.con 11O•Ekolaeet9n 1N•Et.Nf4M
lODem ApOOM+a I9arelon A9911aeia s��w.IIDS)101ew(G3) saw(0.S) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Epp wOma(bk 1• z-ta' 1• 2-1T Su' 1• 2t? r 2-12 r 3•e' r 0.b• OW O.0a• CAPACITY REQUIRED`CORRESPONDING TO AN
Fm0e4ned(w 1JN• ISN• wr +JM T +-1M 1-w• 1-W f-140' I Lw• I I-ve r 1� I- enc. ACTUAL PRESSURE REQUIREMENT FORTHE
2Arcrva04-TY Mh O.CIBWtlw6a0be1 Li9ffi61k 39070 3BOb Imb e90b 140470 m" 170" 331" 746b IL 70115. M5" xtb 442. smb OPENING.WHEN IT IS LOWER THAN THE MULLION
4Am6a10it'Mh.0.4/614M0a(uO1S40W11b.23 470" imb WA WA WA IYA Smb WA wA WA WA NIA 652" 6M 166 11mb CAPACITY(FROM THETABLE)OF THE SELECTED
4 Mw6m®rwrt o.Q/Olas Np.aw rpb.a7 7mb leo" emb tMoid legs" Mob 970" -WA Tmb roe it/ eco" 707070 �IN e30b ttmb MULLION.IT WILL YIEL.DAMWIMUM ANCHOR
2MI+ae®0As•Mh 0.41IWIp,h1o.123'A1m.IF4.4k WA wA WA WA WA WA WA WA IYA WA NA WA wA WA 11Sb CAPACITYWHICH MAYBE USED TO QUALIFY
1A 1FCA,ffb.6k 19sb +e5b nab Nem cab tssb 40tw 177" 37ob iMb 33116. 4mb DOb x111. amb ADDITIONAL ANCHOR OPTIONS FROM THE
2 Mc001e01.15•MI6 O.C7F8bff+0.e7. 210b am" WA WA WA WA I90ft WA WA WA WA WA %tb 412b SeOb ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, VRO13UCTRMSED
. mrd
yuyw9ih 9mFIe12h
B.ilaina Ibdo
Aawpt 70400 t6-OZL9.p3
FIGURE I: FIGURE 2: TABLE NOTES, -' 1.000•r Bl�amm Dem ZQ?'1
• •
SEESHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEET32-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE ttto�Ly LYNN
FIGURES: "
3)MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23 2.7W $��:''ttCENSF'•-�FP���
HOLES TO BE DRILLED IN THE FIELD FOLLOW NO DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 Q:•
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. F., No.06705
ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _-
FlGURE4: FIGURES FIGURE B; CONCRETE BLOCK UNIT(CMU)SWYLCONFORM TO ASTM C-90.WOODS WILL BE PRESSURE-TREATED 375, 'O'•� �_
YELLOW SOUTHERN PINE WffH AN SG OF 0.59 ALUMINUM SHALL BE 9093.75 AND BEA MINOAUM OF.12S 'A'• F W'
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(16 GAUGE}STRUCTURALSTEELTO BEAT S C T W,
1'X275•X.37S MULLION •�T•'•._A70R...I'
LEAST.I2S THICKAND l38.ALLANCHDRS B'TTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND %CCSB YFNI...1py.
• • THE MATERIAL
#109#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 8705P.E
TABLE 450 }
OPenino vilwth(fQw7ltimOt9Def■I10 mlAlore)or0ponlnA 11919111(for toAmla"amifO mUGom) 7��ylt
%b wh rob Bob Dob foob 19b 143b I%b off o
4.2752 RSImWe T■9701ry. R.WQ M i1WM.m. RectnDe r IDWmry. Rarlcply n.JTT6.nD Rmlvrptr 7YpN.m. Ibrl.n01Y n.p7mMp R.ebnp/r nWT6■q. Iii W7W� 1bP•moV ReeWy'+ 9VrrAmA o
.850ANm, tO4� IA.am tmam I.uLp team t0.am L.Mv tetlm 11460 bnm LNae9 Loft 10.mm teeLO I--" tmftro Leat La.arD �Y �
fa f 11 IN
N No �15 C3
m
ab 170.0 em 170..0 as Iroo TN 170.0 Ore 170.0 ees 170.0 s9 InS M 170.0 512 INS 1118 in.0 521 170.0 IND INS S9 170o Nee 170.0 521 01.111020 I70.0 sr a" IBM I 170.0 I IN � W
ab 170.0 79 17aa 521 110.0 O% 1T&D sew 1=1 M 110.0 m0 VDA 1113 in.0 eel I"A IM 170.0 177 170.0 1177 InS M 141.7 1417 17DA Geo 121.0 1417 I"A DID 108.3 1417 170.0 IID
50625h 170.0 747 170.01 DN 1170.01 09 I 170.0 at 110.0 low 170.0 eN 170.0 11x5 170.0 79 IBM Use ODA 747 1403 in$ 1704 756 121.0 US On 750 104.51 inS 1TOA Na DIA 1230 INS 760 B7 0 L O
Nb 170.0 707 170.0 ell 170.0 9Y 170.0 601 170.0 1110 OOA 1 731 150.7 1750 770.0 603 I I51D 1150 170.0 97 12DS 11% 170.0 855 10" 1130 170.0 WI 841 1130 INS W 75.5 1130 IMD 031 DO m
J
00b 770.0 005 1TOA 701 1133 916 1623 70I 1713 DIS 114431 TN 109A DIS 1723 735 197.01 916 137.0 773 e/A D13 116.0 79 732 915 111,1 715 621 915 1114AI 715 6150 016 IIIA 715 (y0
O3b 151.0 %0 161.0 I 710 I 1243 I e3D I D6B eN 1066 0.30 I w2l 881 DIA 330 7122 670 SIA 0.D fOtD 632 73.1 0.0 99.1 830 e33 630 INA 019 612 830 W.1 e/9 0..1 e30 9U 819 U
Deb 1321 767 HOA e% 110.0 757 118.0 O3B pu 757 103.0 R1 oza 737 B41 011 iJ.1 787 68.7 000 ®.0 717 e12 e9 6550 767 70.0 69 0.2 757 ]0.2 601 21.3 757 703 '501 Z W
72b iD1.7 We f9.e S2 US ON DIA 50. 727 M eat 530 M MB 722 at SOA ON 00.5 5M 5050 078 011 M U.4 eN 572 500 38.1 as 513 417 712 as
352 0.7 N
J 888 Z
70b OSA 571 x0.4 210 Rt 571 nil 130 0 671 1 67.4 470 9.1 571 Sao 471 41LD 571 %S R4 0..2 611 161.8 4% US 571 47.0 al 3" 671 NA 447 277.0 1 fill NA M IJ J '
Q r
150 h 60D 60. 0..1 0.1 Sal 612 7050 IBS 67.1 60. 627 410 no 50. 65.1 ND II.1 60. 6lDU2 Ia0 50. 47.3 437 313 !42 0.A 470 950 60. 10.0 19 210 S0.
9b ai 101 517 301 0..1 /W ISI 355 172 0.7 3050 31D 328 iW 351 813 249 IW 3x1 670 9.0 217 2.050 321 212 I01 20.1 321. 1650 0.7 24A 322 103 117 0.0 319 F Z
9b I2A 333 N.I 330 3550 350 372 314 34.7 350 321 309 Tae 370 2050 ]DI 9.5 39 0.1 300 21.6 5S0 NA 39 1750 330 21.0 ]DB 16] 358 19.2 301 y x506
loab 30.1 207 3050 3S Tat 281 2650 91 21.5 210 226 217 18D 247 12.9 321 032e7 10.0 20. 751 263 10.5 9T W 10 8
-T1- 115,4 271 201 282 20. 231 rdl 2" z'3a IDA 2077 950 235 f 307 10.3 91 141 367 70.5 0.e N N N
120b 950 213 2% f0] 279 1550 205 137 2211 02
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z 0�VI
AnehorCe■cl T■DN ■ €� 0
6W.Imr 211,w...,. 3131bro. w6e.oNu FA.a 0414 Pr7wm uu.l (DP,e)X(ANCHOR CAP.,,,,.,,,\vANGWRCAP.o 6_
017Eko 11CME o Ytr the fll'89Elco 91061.e1 n26W 1126fe.1 MULLION
Anchor CPP■tt■m■ Aotlw Typr 31177 EYO NOecm 1H'EIeO UDn.:m Yfr Ebo Ytra[m 11/'EN 1lYcm
u6Tem A9D.Gxb IRucm ADPefila bun(0579e1n fOs1 &rn1W USE THIS REQUIREIr CORRESPONDING
OOBTAIN THERESPON IN OR
EAw p.lmu(b r avr r x0.21•
r.4
SWAI
0.17777 r 717777 r aa• CAPAGTY REWIRED•CORRESPONDINGTO AFIwr fyP tyPdArACTUAL PRESBURE REQUIREMENT FOR THE
MO.0(Fb•12 39b 3917 I%n e9M %In 3Nb TNN 31IM 6NN Nen Nln 44xib GeonOPENING,WHEN RIS LOWER THAN THE MUWON
0.017 T9n WA WA DM wA WA nu wA WA ®zn s ?I- CAPACITY(FROM THE TABLE)OF THESELECTED
I AnW.®TYIA=IMZW4m Cm/fi33f16OU 1%b 6921 ueoM917. WA 7%n 7aM SUM 1%x21 wft F,5 MULLION.fT WRI YIELDAMMIMUMANCHOR
WA WA WA WAWA WA 7050 WA w WA WA T16b CAPACTfY WHICH MAY BE USED TO QUALIFY
1921 21817 NSNof Inn - NTM 332M mN I7oN 2x11e. 28021 ADDITIONAL ANCHOR OPTIONS FROM TF¢
3%N WA WA9M WA WA WA WA WA Nln W, 5%21 ANCHOR CAPACDY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT RSVh bD
CIRCLED VALUES ARE USED IN THE IXAMPLE ON SHEET 24. Vllbgwl9110e F'trrid
oDualDScee■w.o21b.1�3
FIGURE I: FIGURE 2: TABLE NOTES: y 700('r CAFM
In�li_l10.07(
1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
SEESHEETS 2-4 FORGENERAL INSTALLATION METHODS Mi M1i 116,`�df 7r77j
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS SEE SHEETS 21.23. 2.1 W
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICT IONS SHOWN ON SHEETS 21-23. �` '• '•. <%
1i
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. //ND.50705
ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED r. ;•Q 3,
a-
ANGLE O-
CONCRETEBLOCKUNIT(CMU)SHALL CONFORM 70 ASTM C-BD.WOODSNALL BE PRESSURE7RFA7FD '1 "O; L� ;tW`
FIGURE 4: FIGURE& FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-75 AND BEA MINIMUM OF.I2S :O•.. A-UF •:�V�
• THICK.STEELSTUDSTOBEA MINIMUM GRADE 33AND.06.4THICK(18GAUG4STRLIMRALSTEELTOBEAT "'�•'•FLORIDI;•-'�Cj`
THEM TERRA 111 ANDA36.CH RS INTO WOO METALSHALL.I TEND AT LEA5T35G7EWTHREAD.S BEYOND 1'%2.7SX.BSP MUWON 'SFS+ ' ••• C
THE MATERIAL 5010 5 2112 ANCHORS INTO WOOD MAY BE STEEL.1&B S.S.OR 470 S.S. �'17S�ON/1L�1`
A.LYNN MILLER,P.E.
FL P.E-#5WC5
TABLESA gip
Mullbn Ca 0.o 7.611. .IR 7C
OpVIA npWit dat QateNPery-speMIB mlAiao)orOp.nlnp McIpM(f9rIwAwad e9{aP911f6 mull") ���Y11111�'<
soh soh "I. dab BOB 1006 1206 140M 1806 o. o
R"`pdv TaoOtrV. F dmp4v Tofllf p RminWr Tnein1vp. RadnVt4Y T�76uV. Ra.lvpb TaP7msp. R Ivp1v Tnpl7tlmp Reclv�pAv TI�(Dlvp. Wc1nQ1v TtWVfdvp R1Mvioft TIyITA.p
11X3.126'X L•d'V Luft LMIV Ladip 10.679 Lmft Lw6AV Lotlo9 L-am lo.dro Loft Lmdw Loft Loft L9Idn9 I-" Loadry LO.dog Ge!
.60V Alum
Tue.MuB d a'.. s .-. _ pF E IB'
e� 3 �
�� �� g � � 5 11 1 �g s h � h I �� � �i � a 1� .1 yam
o i
426 f70.01 1120 IRO 475 I7OM 744 1".0 4711 ITOA 1100 117"1 we 170.0 BB2 I= Sig 1740 1118 170,01 Sgt I"A 1240 170.0 521 I= IW 170,01 BTI IMO 1723 170.0 521 154A IOM IU 621 � w
4ON 770.0 roe LRD 511100 010 +70.0 501 170.0 eat 110.0 070 170.0 11]7 170.0 0511 170.0 1276 170.0 m 170.0 +111 1700 0110 157.7 Im 170.0 860 1711 197 170.0 800 1+02 1m 170.0 858 $ h
57.@56 IrDA 747 IRO S55 170.0 US$ 1700 sal TU 10u 170.0 am +70.0 Ito$ 170.0 123 00.0 1341 170.0 747 170.0 104 170.0 750 1417 1485 IRA 765 121.5 14PS 1700 155 108.5 uN.170.0 766 w oo O
SIM 1170.0 707 IR9 012 170.0 830 1180 621 170.0 100 Rao 764 1709 1275 170.0 003 fa&l 14M IXO On IleA 1401 Imo 050 1124.0 lot 00.0 OOI 158D 1401 170.0 551 WA 14MM 170.0 eel m J
so S, 170.0 on 170.0 701 1700 1063 1700 79 150.3 1158 170.0 (170 170.7 1155 187.0 94 123.3 1150 156s .17 111.0 1150 140.7 910 826 1158 1446 003 702 1163 144A 09 50.1 1155 1".5 003 F .J
556 1700 Df0 170.0 715 150.0 10le 170.0 550 1]79 low 155.5 550 110A tole 141.1 So 100.6 1049 1720 010 We 1CIe 1215 823 78S INS 1192 620 551 1010 11a.9 BIB SOA late 11I" 010
7
b mh +55A D% t70A Ile 410.0 on 1513 ON 11141 065 +A7 783 1042 IN 121.1 ITS e2a 065 n2A 755 MA 963 1064 761 O0.5 053 99.8 710 55A 955 047 70 521 M U.7 748 Z �� pyo ��
j nh 128.5 sW 1X9 507 119.0 504 114.9 662 DIA N0 101.1 90 a0.] 503 012 ON 71A 107 079 Ole 842 OW TOO 042 53.5 807 172 On 430 N Sea an 40.1 am 0e.7 BT7 � .NJ� p 2
AM 1092 171 111.1 aU 91.0 nl 87.0 Old 7a.0 nI 65.1 603 eat m RS 605 00.7 m 70.1 600 51.0 nl 051 579 45.5 m 60.4 ON 30.0 nl 63.0 Sat 34.1 m 601 604 Q 66 0'
LIB,I,n101.0 60.1 106,4 510 542 SM 9A 59 722 S6/ nA $16 83.11 061 70.1 59 5&11 ON 04A ON 50.5 sat 59.0 $51 421 SO4 51.1 SII 3&1 SO4 $1.3 638 31A 061 60.0 504QN
51467.9 150 5111 514 572 440 479 514 50.0 440 41.1 614 44A 457 369 514 'ASK732031437.3421 27A 511 17.0 412 2].5 514 IVIA 405 20.5 514 2AA 403m C2152357 401 452,49 479 30 30.7 452 10.9 390 33A45235.4384 30.1152 3L 376 9.1 452 302 373 22.1 452 20.8 au 199 452 242 369 150 42 72.9 115 tl3 AG�'Xi19 71.7 757 327 717 272 ]57 214 312 911 117 252 305 211.1 737 72.7 301 10.0 317 705 204 ISO 357 la.o IW 1311 357 181 3aT 119 39 +SA IID w o� Y
]S1758350. 70511821.9 >b 23.11 292 10.5 7]0 2aO 206 17.5 3rD 110.0 Lal ILA 370. 15.5 178 tib »• 14.6 217 fIA 316 110 7e9 110 17.7 360 16.2 187 211 7119 27.7 AO 199 TO9 2D.6 258 172 730 161 251 1&1 ]0.9 152 2!9 118 739 11.9 145 119 tee 1711 240 0.9 259 11A 233 a.7 Zae 10.4 Zn Q X O E
Z
TABLE 50 ANCHOR CAPACITY ADJUSTMENT FORMULA
A..h.,C.w.ft,TN.libillANCHOR CAP.,e,,,,,
svm.aW in m.me plamm
Nma.oeu 6 -u PTwom Md. (DP•„)X( )=ANCHORCAP.-
vl•89 EX0 we eu0 VPBSDm.le9v1 u2stdel n2sleel MUWON 61P.,e,,,.
An.horCOp P.11am. 'V"� rt9DmWam VP Ele9um.m1'19 aa.o Wlam NP EXOVerarm
A9pe0Xm uaocm A�daaa smv(m)5va(as) sun 105) USE THIS FORMULA TOOBTAIN THE'ANCHOR
FAQ 17510.110.Pn t• z•vr r 2-vzr 2-vz 2 &W z 949 061• 0A2P CAPACITY REQUIRED•CORRESPONDING TO AN
FmSemiOa n tale ta'P tale 1J•Pt•vP t-vP 1-1144• t-vP 11.04• LtIP z +0.e• +0.e' tinea ACTUAL PRESSURE REQUIRFJr1ENT FOR THE
(nalym 664" atom 0411" 442" Moes OPENING,WHEN IT IS LOWERTWN THE MULLION
4MMa®+.+s uh oC7sleumf11aael)crF 011921 4mm 7m" NM wA xlA 3mm x14 IW wA wA WA 552" aesm 170.1" CAPACRY(FROMTHE TABLE)OF T6¢SELECTED
at M. 760" 6BOm 1501" atDm 6®" x14 760" Tum S9" 1892" 55zm 835" 1120" MULLION.R WILL YIELD A MINIMUM ANCHOR
3Artlm®0,46•Mh p.C7UQp.O9o.179Nm(FV It NIA 204 NIA WA WA WA NIA NU NfA WA WA H/A WACAPACRY WHICH MAY BE USED TO QDALIFY
les" t0." zam us" tt5m fab mm azo" 19m 33z" 4A" 0.55" AWfDON2LL ANCHOROPTION9 FROM THE
" 355" NN WA NIA 1100" NIA WA NN WA WA 8nm 112" 55D" ANCHOR CAPACITYTABLE.
NOTE FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FRODULTREVISED
m nmmlyioX A2,O o FR.Nt
1-1.000•-1 13
uildM6 Code
A.mpteOm Na 16-0318.03
FIGURE I: FIGURE2: TABLE NOTES: im6.n Dal. 7L12)
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. B7
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. � Nu O.69 Pmdlct
111611122171
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLEz
als Q� 1111A�
FIGURE 3: UPSAREALE. ���`•��:•GENS$"';W
HOLES ON ANDMLEDINTULLION EFIEL FOLLOWING
DIMENSIONAL
RESTRICTIODIMENS
SHOWN
ON SHEETS
2`1-23.
HOLESS BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 1
FlGl1RL5 SHOW SUGGESTED,APPROXIMATE HDLELOCATIONS. 1`s N..587 5
.507
ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED :Q I,• r
rr
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED 6
FIGURE4: FIGURES: FIGURE 6. YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEAMINIMUM OF.1
(7'VF MULLION)
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.D4S THICK(18GAUGE).STRUCfURAL STEELTOBEAT 7•%3.125•X.6'.IUWON ��,1.'••, FLORLOP'G;=�
J-�
LEAST.125'THICKAND A3&ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %CCSS (`\at
THE MATERIAL 0106012 ANCHORS INTO WOOD MAYBE STEEL,1"S.S.OR 410 SS
A.LYI•IN�1M1�LLER,P.E.
FL P.E.M 68705
TABLE CA • �
Mumon C°.oly Table(m1NR1) _
Oponinp BROOI(mr14B10m*galnlrg mid1m)orOpaning Helaht(forTor@otda"par.ing nWom) IN
CyL'
0010 0010 7DM 0010 9010 10010 IAh 140h tech 4p{vq m to 11-3535"35 TepMYg ileNna4 TMMM ft-0 1Y TnprrOmO. Racbnalr llelJ75ry. {tD1Yp7Y nIj7I5.o0 f71n1enpaY nWTOW. RecWpu TMecq. en3YTnTJm4A9. 1{
1°4x.126 161154 L-ft laoan0 1.Mp 10 0 Lftft L44n2 tDt�Sp L0o0Yp IDtlOg I."m L.1%9 la.4ry t•tlq LbOnp 135619 1ae4rY Iv1310 Y
Alum.Tu ii.
to 0
ch 170.0 OA 170.0 116 InA 761 1Ro 4R 1R0 ago 170,0 Re IRA 9Q 170.0 610 170D 1116 111.0 Q1 170.0 010 IRO Of 1R0 I4u 170.0 571 1131 1189 170.0 W 1271 IIo IRO at O W
1610 770.0 700 170.0 671 170.0 000 IRA as IRA ODI 170.0 100 1RD 112] IID 681 1]OA INS 1010 617 INA 1302 1R0 800 120.3 1361 IID 1100 1113 1302 1R.0 1100 072 1312 170.0 6B0 J W
"M 170.0 74] ITU 503 170.0 NO 17010 07 170.0 INS MA ON 11110 1195 170.0 TMJ 156.1 I2u TMO 70 1186 1616 170.0 756 117.1 1235 1R0 768 t00A IAS 1R.0 768 od 035 110.0 756 LU �$ co
NO, iR0 797 IMO 612 170.0 066 170.0 NI 10.0 111° 170.0 761 154A 1156 170.0 110) 1372 1156 00.0 M 1216 1100 1R0 OW R20 1156 IRA 01 a52 Ilo t70D OBI 712 1156 170.0 GO m aIn
O
0010 1R0 B56 1700 RI 11113.7 fat 1R0 W 142. IOQ 181.1 02 Mi ia2 1487 615 1113 tat INA 001 IMOD tat 13W 791 R4 1012 1211 To Ill 100 Mi 782 62.0 tat 123-1 7112
6110 170.0 000 1R0 713 1313 992 70D 918 am OQ IRA 74. 11].4 °Q 131,0 782 1008 M 0110 760 081 Oat MA IN 766 DQ INA 745 al GO INA 744 00.7 OW 1080 TM
00M 160.4 M 1R0 735 1214 M 140.0 735 1187 351 1]DD 735 112.0 M 111.] 732 01.1 M 1OL1 736 821 M 1072 7D 0010 911 m.t 71] 6101 M W.0 711 61.7 0n 040 711 = y
U g
72h 113. 619 4x1 7]1 1132 359 1Nd 722 07.0 54D I06D Toe a.D a0 Dao 1161 766 ND 1187 635 6i1 610 97.1 ale Sed 359 787 611 486 1149 726 1152 4210 610 724 asl d SIl N
7010 4310 782 1317 6100 947 70 1@.6 exi .261 7o 1210 610 722 762 act 610 613 762 742 1170 07.11 TO 392 51] 43-1 7M 620 602 41.3 702 91D M 33.1 70 BOA 563 ,J q] Z
2 7610 109.9 7N IIIA 634 NO M "A Of 780 7N RA 609 Bbd 721 74A 690 'AA R4 00.1 ON aA 7N OA 635 446 7N 61D W W2 724 ai 667 AI TN 336 6o -f '�'• r
Q Z N O
mh me 60 7110 461 WD 6w 602 174 49.7 50 MR 456 47.8 W 47.1 458 NO 50 1211 132 34.11 60 3910 4w 20.0 635 31.6 135 N1 611 321 I
ao 30.7 6126 _
Ooh °710 IR u3- /2r OA 478 49.7 IR 10.0 4713 433 413 35A 4R 3510 4ce MIS 4T 3110 M 287 475 ]20 391 2]10 m 213.1 335 20.8 4Ta 2510 1711 2102 ]TB N �m y�
0
toh 40.3 3n 41.1 341 33.5 m 3/A SSS 20.0 m 30.0 WO 733 377 251 325 221 m NA m 20.1 m 720 ]n 10.8 ]n 4.0 ]10 IU m 17.1 y
lelh 31.1 ' 32o m 301 m 31D S18 2511 ]A 2]10 7U 232 351 210/ 309 2010 m 22,0 SMS 156 m 20.1 001 1510 SST 1110 2.1 p' y y
IAN 2103 SOB NA 2R 245 R° 261 274 NA SOB N.7 2R IBD ]013 iD2 m fat SOB 173 to
U x a 0 0
INh 17D N2 n2 IDS d ' 2 y y
TABLE 6B ANCHOR CAPACRY ADJUSTMENT FORMULA:
AnehorC ei T•bl4 b.
6351-0114 226116111/2/1 3.55c xmraro cam otu P7wm° 6soY (0�)%(ANCHOR CAP.,e,,..\vANCHOR CAP.,
Ylr Eta jrl�
S EkO dlr Doe iX'6S Etc.1061" 6128" .QSINMl1LUON CAP-"AnchorCllp P.ttem. KKryD• 3/ir Elco441cw 1X•EtO Amb rtrEl4Ubem 1r1'Eb ImrannDeNr form WWEIa.newlDsl 61112.0(OSI 8n1wI6S1 USE THIS FORMl1U TO OBTAIN THEANCHOR
EOwO tl mrya +• 2.112' 1' 2.11! }V4' T 2-In' r r 11? r OA13• 0101' oDN CAPACITY REQUIRED'CORRESPONDING TO AN
E1110nnI M3 I-L4' w4' 1411• 1N1' r 1.1X• 1414' t-1N' 114• 1-1M r Wlr 1414' IYY1 ACTUAL PRESSURE REQUIREMENT FOR THE
IAnGwnu1.16'Mh.O.G/644NnORUCIp 6q.182E 3901- ]DOb 4501- Bmb 16111- 2101011 280 3311- 111- 68114 OR- 6111- 44214 6121- OPENING,WHEN IT IS LOWER THAN THE MUWON
/Archon QD2S Mh O.Gr611M.a larOW0aP 611.31 Tmb 7001- 61101- 11101- 0521- WA YOb WA A 1100ON WA 3527QDb CAPACITY(FROM THE TABLE)OF THE SELECTED
e ArcQI.1r Mh.O.G/BIY4.4(n0•eD 01.60.47 Dmb Xmlb WA WA WA w3- m WA A wA WA /m1- lilDb 226115. MULLION.IT WILL YIELD AMINIMUM ANCHOR
ay.r61367 ]001- i00b 0001- 15001- 1eDBb 54611- sacb WA 5b 4001- 13521- 35214 11351- tlmb CAPACITY WHICH MAY BEUSED TO Ol1ALl%Y Wo11701- 1701- 1W0b 61101- 2w1b e1D 104 61014 w3- Sb lxiob 261Bb 10721- ImoI800b ADDTIONAL ANCHOR OPTIONS FROM THE
4 Aaron B CAO-M O.G.144.0,K0.125'Me Mi.n WA WA WA WA WA WA NG WA NOt WA WA WA WA 1Wb ANCHOR CAPACITY TABLE PRODUCT REVISED
2NnMe®22SMiO.WFt>m610.112 35Db ]001- 2➢Ob TOSb 41°1- WA 26014 WA WA tub SVA 6111- Ntb 6001- GO tmngpOe ltiAlbe Flolie.4 Amon 1.15 Mh O.CJF-apIW.01 1001- Imo WA WA WA WA Sub WA WA NIA WA bob 11851- 11101- DOOdib Cods
NOTE'FOR THE OFFSET CLIP,USETHE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CUP. -j 1.000' An pe3x T7utfve'219,o'j
P-,3 ral7npmle 2011
TABLE NOTES: B7
Mieml 100
FIGURE I: FIGURE2 FIGURES: FIGURE 4: FIGURE 6: FIGURES: ��r P1+
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 111 J
IIIr•�„grytly^Y��III• • • • • • • • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. `
LTJ• • • • • • • _ ``�07�..........:��( �i.
2)LINEAR
INTERPOLATION BETWEEN MULL LENGTHS AND70ROPFNWG WID7H5 W ALLOWABLE. ``�e,2/`•:'�10ENSS'•;EP/�
'•.it
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-2:1 HOLES 4.000'
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23 FIGURES SHOW
FIGURE 5: FIGURE @ FIGURE7. SUGGESTED,APPROXIMATE HOLE LOCATIONS.
L/ �6 :'w
° • • • • • • 4 CONCRETE
BLD:K CONCRETESHALLLCONFCONFORM TO A301 SPECIFICATIONS.HOLLAWAND ETRE TFDYFILLED ,C TATE F �.
CONCRETE BLOCK lW1T CM SHALL CONFORM 70 ASTM C-flO.WOOD SHALLBEPRFSSURE-TREATED YELLOW .125' '�T;•./'COR10P.:-ICS
SOUTHERN PINE WITH AN SG OF 0.55.AWMINUM SHALL BE 6063-76 AND BE AMINIMUM OF.125 (2C THISTEEL ••••--
STUDS TO BEA MINIMUM GRADE 33 AND.D45 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125 THICK
ANGLE CUP(FIGURES 566)MUST BE USED IN PAIRS. AND A30,ALLANC(ORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL N10 8 1'X 4'%.125• A. lr�ILLER.
7312 ANCHORS IMLYNN P.E.WOOD MAYBE STEEL,I"S.S.OR 410 S.S. MUWON FL P.EJI 58706
TABLE 7A
Mu1B6n CB W TahiO e X
OpenInO Width(for lelirlB7ap67T8Bm1Rom)DrOpeninll Height porrod mleaTWap4mhg Om0N)
mN MN 701. BON I gam I INN I lam 14Mn room e1 O
RCGOIV14v eeplTOvp pee1m00v Treynery. R101enpev Trwalt 6 Rvtereav T-Vrderp ft n." 14e ffeup R4atew. TnWmvq P awls Trolftt P P .V- T�VnIVO. Pe.00, ToylnvW. 6
1L4137a IOeane Luong LOtliq WMIg L0e4i0 Lbarg W&D LOeang L-ft L."ng 'loan; LAearo Lmft Luang 1640m7 L-ft WdV Loam g,2r 1
A1ua.TuSe g § 8
Nudiflon
Nil 4.1111 �� 11R1111 �� ! 1-10. 1 1 o
E--
am 110.0 em I= W 170.0 755 IT0.0 4m M.0 as Imo 606 170,0 fB0 170A Big 1m0 Ill. 1700 AN ITOA 1240 170.0. 655 170.0 1172 1mA 6V Wall IM 17MO al tlm IM Ilu BN
Mm Imo 1M 170.0 6N 1700 610 MO ON 17AD 002 Imo em 1m0 1155 170A 681 tm0 10B 1700 eD M.c 1417 Ma sao 170.0 nM 170.0 ON 170.0 ION 170.0 BOD 1610 M4 nm sN
50.623"170.0 70. 7mD W D0a BOe 170.0 NI 170.0 tae nag o54 tmo 1167 17OD TG 17010 1345 170.0 7D DBO 1401 ilOA 755 17DA Ila 1m0 755 155.0 lots 170.0 755 I= lots 1100 755
�L W
0.N ITU TO ta.0 612 MD OM Mb 001 ITU Me 110.0 IN 170.0 1218 170.0 ON 170.0 14M tiro Ni DOA 1691 1700 am 1649 17W MA eel 137.1 Ira Imo ml 123.0 1700 1700 M1 � I o 0
m
Bob 170.0 m6 170.0 701[1=:A
loN 170.0 787 1700 DAO Imo em 1m0 i{D InA 724 170.0 1501 Du OM 15U rots MA 103 tab 180 17MD 100 551.0 1618 170.0 1055 673 late 170.0 1063 � +O NJ.I
Nm iT0.o 00 170.0 745 tits 170.0 BMW MO QN 110.0 BIO tmD 1468 !m0 late IM3 1613 Dao 10R IIIA 1612 110.0 It. 1173 150 lo40 JIM x0.7 1602 167.9 1157 6L1 1812 loll 1161 j 7
9 Born !70.0 674 10..0 no Ata !mA Oaf DOA DM 170.0 tM2 IM 1472 faA IOM 100 1472 160.0 Ila 1248 1472 1M3 1130 107.1 1412 1473 1155 oil Na ABO 1104 a] 103 Dee lta
e 72m 170.0 1055 MA am 105 tm0 1000 Ie0.e lo30 1M3 1101 020 1321 103 IOU 117.3 Q'20 1673 IMB 155.6 13N 120.9 10.0 MI) Q0. 117-0 ION mA n0. 112A 100 0.A 1320 MS too rG CvWa7
S mN 1760 1122 1m0 W7 1164 IMA 1013 123] it" IM.6 004 1123 Hal IW 975 09.7 11N 1163 ON ou 1154 103 Im 740 1164 0.6 005 BLL 1144 Wt OD 66.1 1172 0.3 05 Q y •-• C
mm 1651 1155 170.0 D0/ 1Q4 ID.0 MI 116.0 Ila 1W M7 INl 11N 115.0 01 M 1124 1018 BIB 610 1131 OQO 806 553 1155 a.0 MO a] IQI Bl] MI 818 I553OON 155.1 0.N 1113 7m a{ M.] Tb 772 0.N 67.1 755 82.6 ON m] R2 60.1 MI elle 102 72.0 ON 81.4 W ASO 844 N3 67e 38.8 844 60.0 616 -318 00 47.7 661 = Q t0
Q 2
BBN 00.1 742 21.5 ON 743 7Q 77.2 653 NB 742 673 721 553 Tlx B48 01 4" 712 WA 622 40.5 112 40.8 e11 37.1 552 418 655 312 742 303 BOB 27.e 70 37.5 672 N 01
155" 623 655 723 630 62.1 0.e Dl 655 55.7 em 400 513 30.1 720 41.4 6m sae eee 373 49a 31.3 ON 553 40 28.1 672 20.8 bl ?Z] 55e 36.8 172 10.6 0.N 2U 4m N P3 3
111 N 670 ms al 555 4L0 655 40.6 495 553 555 0.e ar 55.0 MI 340 472 320 550. 723 4m 2L5 505 3] M 240. W 37.1 067 -MA NS xu NB 160 0.e 22A 552 W X Y ay
0055 140 0.e 46.1 467 360 Im 39.0 D6 328 4m 333 4m Ns 4m 203 {II m] 476 741 4m 320. 4m 20.8 40. 100 4m 55.1 3H 10.3 475 ta7 721 ia3 475 lox mt C~.7 x Q O C
INN 280 31O 72.7 305 0.D ]m 320 ]01 1" 310 IB] 207 161 am D.0 30 a
TABLE 7B ANCHOR CAPACITY A0.IUST VENT FORMULA: 100
AnOhDfc.ee TBDM a mD
srmeue u.Cvra3M1 1St ane ""(Nu NwIwu PrWMd Me1e1 (D„•)X MILLIO CCAP.,e„•,\vANCHOR CAP.,
MrE vr06E"611th W8SDw nosun Bosun BI26W MILLION CAP.,va•,
AncharCOp P•tleme 2' Srle Dca W1°em WC#ollmewn u�m Vir Em IeDBem vi•Ek0 L0trvm AOPealy Uimm AOver+r•.sems(a5)ftw(GS) sr n(r>+S USETHISFORMULATOOBTAWTHE'ANCHOR
Eom Onurce(Nt r 2v2' r z1IY 3•vrrWA
247r 1• at7r r 100• r 0.48• 0.61• 0.355' CAPACRYREQUIRED'CORRESPONDWGTOAN
Em666nv4 mz tan• 144 1a/r Wan• r 1.- I•In• 1.1145 Nur 1.41r r +0./r 10.81• nufr ACTUAL PRESSURE REQUIREMENT FOR THE
3Arc10n®4.i5'720.O.C./9YM86vn6UGTp 64163[ 300" 30. 450 eO04 1644" 2NIb 351.1 lab 3144 eat. Nob MI 1. 4124 mom
OPENING,WHEN RIS LOWER THAN THE MUlL10N
4 Ane6.10235 M0.0.C,/BW Wome0 Cap 0431 TOUb lam M. lo104 eszn6m4 WA 550. WA moo WA 7224 Me4 11x4 CAPACITY(FROM THE TABLE)OF THE SELECTED
IAeNm0 MY MK 0.0./81vq•a(v031a0SA"441 O55b 1104 WA WA IDAim4 WA WA WA WA WA Im1f01 17704 721om MULL ION.R WILL YIELD A MINIMUM ANCHOR
4Arc 07W O.C/p)NoA'4*Ck"101.R 7504 7724 No 16604 I=. 6604 WA ram 7554 Boon. vez4 60b mi. Dam CAPACITY WHICH MAY BE USED TO QUALIFY
6ArcMr10 rMm O.OIPINSNp+e COq l04.6k 11704 11104 foam 230 Itot,�7244 ND4 WA 11101. Dao /32010. 27284 tOr24 DDm imOb 000010550E ANCHOR OPTIONS FROM THE
I A1cb1®0.{5.011.0.C.7111]b,MO.QSAMn.(i4.it WA WA WA WA WA WA WA WA +gA WA WA WA 1130. ANCHOR CAPACITY TABLE.
TAKDne®20'YO.O.C/FD40461 3504 3554
No
1054b3554 WA 354 WA 5504 WA Nib 5524 Mom PROOUCq ilhJID
4BOb 700. WA WAMas WA WA WA WA WA m3b BN4 11am plying lriN We Fluid•
B
NOTE FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•1 1.0er f•-- -{1.000't- ARaWIfu10 Nde
16-6218-21
gw DIn
TABLE NOTES: BY
FIGURE I; FIGURE 2: FIGURE 3: FIGURE 4: FIGURE& FIGURES: I)SEESHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION Mimi DWet100M1
ON LOADING.SEE SHEETS 2i FOR GENERAL IN ION METHODS. IW 11 I I I I
• • 2)UNEAR INTERPOLATION BEIWEFI!MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 110;AV�YNN•A7�/7F �'
• • • • • •
��• • • • • • • • 3)MULUON AND MULLION CLIPS SHOWN ARE 550770 SCALE FOR EXACT DIMENSIONS,SEE 4.000• v�:• •.'r
SHEETS 21.23.HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' Nu.50705
SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS - 1•:
FIGURES: FIGURE@ FIGURE 7: ••�• 1(J�
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301SPECIFICATION S.HOLLOW MID �tiI•. ( �`
• • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE (AE 0
• • • • PRESSURE7REAMI IMUMOYELLOW.12STRNPINEEL STUDS
STOBEA MINIMUM
GRADE3ALUMINUM SHALL BE U fIORtOC.•'1C�
• 608376 AND BEA MINIMUM OF.I2S THICK STEEL STUDS TO BEAMINIMUM GRADE 33AND.04S 375'L L 373 �'iS. r�\•�:
THICK
(1B GAUGE).STRUCTURAL STEEL TOSEATLFAST.I27THICK AND AX ALLANCHORS ,'
ANGLE CUP(FIGURES 6683 MUST BE UStDWPAIRS.
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS0EYOND THE MATERIAL t•%4•X]75 1'X4'X aTo, ALYNN'MILLE'A.P,E.
ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 B.S. T•MULLION MULLION
FL P.E.II 587115
TABLE BA
MulOon Capacity Tlbb IDtMT
Opening Wlam(forvuIf pa;DIMmuIom)crOp@nlnBH.leMpartnllmrie0/apervilO mtog-) �Cry�<
Wb 5b 101 Wb ooh look, 12D b, +Io13 15b S2tl
.ft L.&O
128'1 11 1 9 r AVMn IUdw L-ft R-DWfir lfsNTftn RDmepeu Tr4plTtlteq. Reet4r�Ptltr 1hpinlYp. 16rcflnplY lh0oUn9. Re t,,r Teplrtl* Ibetlnppr TIeWMpp. �l�mt0wr TO�iC Rta�v�Y T �T�n
t o U-ft Imam IaaaO I g Looft LA4MD Ima60 latadnD L• Y YY�
.285*Num
a $� o � m �--
421n 171-0 620 ITao 170.0744 1770 70.0 m 7Dm 170.0 570 170.0 PA Dao DID 17oA ma tmo s" Dao Iwo tlo.0 611 DOA 1465 InD s1 170.0 1715 170.0 521 ISIA 1n9 170.0 321 W
4513 170.0 7M 170.0 $24 170.1) 650 f70A W 170.0 012 DOA D33 170.0 Sin 1700 551 Imo 1276 MA en 17DA 1417 170.0 eW 154.0 IUD Into No in? 15011701D 550 110.1 1us DOA 6W
Wi25N IMG 747 fm.0 Im 170.41 em IroA 51 mm im 170.0 654 ROA 1106 DOA is 170.0 1315 +Tao 747 157.0 145 tM 75 Det 1/85 Dao SW 1+1] 1454 170.1) 760 1011 1465 DOA 769 N
570 110.0 741 +70.0 512 1700 650 1700 841 l"o 1+15 170.0 754 D0.o tai Imo 803 1011 Ism I= 0]I IW.D 1378 DOA 5s 1413 Ism DOA MI 1543 Diff Imo Nit 11.7 faI 170.0 Yl m N � (OD
6013 DO
Imo 633 A Sm m0 tims ImA S0. 15eA 115 tm0 070 133.0 115 1WA n6A DID 123A 1155 D 1112 115 to Dig 127 115 1141 070 70A 1150 IIIA 003 50. M1 9m5 Ilse 1 F
J
1013 D0.0 BW 170.0 745 1W.1 loot I70A 50 072 1051 1551 0.R 12kl 1031 1120 be 700.7 1051 in] 57 0411 1541 1257 L10 60.1 151 110.6 m 54b 1541 11D.f KI WA 1ooi 11a1 521 �2 (0
ooh 161.1 157 170.0 789 1393 057 151.0 ON 110.0 0D im.0 loo /54.4 457 IaA m 13.1 931 112.0 75 no 057 1056 To WA DR Imo 760 60.7 07 0.9 740 623 057 ne No Z J
J
3 7213 la7 eol 1332 sm for.] 854 1+02sm 9LI IN 101] 5[ IDA ew 54A 65 713 554 54.1 850 54.1 ew T" 54) 5A IN 72.3m] IBA IN CAA UP 412 M4 09A 025
mb 100.1 Tit 114.0 an 542 722 412 54D 752 7ZZ Bas boo MA 722 78.7 690 WA 723 70.3 35 6L7 III 63.6 No ISA M 6D3 670 33.1 772 707 In Ma in 702 681 :3 2
Q 412 � <
9 761. 1012 65 Ina Wil 5A WS 60.8 D5 723 5S 70.6 On 5.3 05 703 6W 52 54S 54.5 EW 700 am 701 69 422 55 643 U3 302 543 51A 57 31.6 DID 707 SM N
7013 e3A 615 W 457 619 815 53 449 41.1 SIS W.1 k,1 412 515 k,.7 4]I WA Its 10.8 428 310 DID 37A at 413 515 411 Ifs nd 515 ]OD 470 20A 515 0..l 404
0613 54A 457 MA 454 15] 45 47.1 3D 58 45 41.0 701 JL 433 33A 35 702 463 33.0 ]70 272 451 3DA 174 411 4W 20A 35 10.1 45] VA ]EO 120 4M 411 235 to yp C
103b 30.1 398 SpA s0. 31A 35 ]21 ]70 V2 335 28A 31S 23.5 330 02 30 212 335 417 354 19.1 3M 30.5 370 16A 35 1410 19] W � 8
HIM 35.1 333 35.0 306 20] 335 30.1 ]1)l a+ 376 0.i 241 220 sle 412 733 TDA ne 419 2rO I17.5375 10.1 25 K X Y Y
3
look, 0.A 270 70.7 tel 290 0.e 2W 101 a1) 20A 2W DA 270 I62 03151 z70 to
219 V N Q 3
Dob 16.1 111 10] 15 Y� 1Z SO V
TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: - B R yp
AnchorC.vulho T.ble IDD S -7 g-
suraom 2R mrcltle a5tc0[. NmOawu --U BT- Ytltl (OP,,,)X(ANCStOR�."'•")cANCHORCAP._
Otr Elm VSs Et wlr6to vcwuw 0lastetl 413SIe1 m61s1 MUWON CAP.,.,,.,
AnmOrC5p Plttsml 'tcrly str Bm 1.04170 ur Et1u50tm 3nr BmlRrsm ur 6toUNxm (4157 USE THIS FORMULA TO OBTAIN THE
'ANCHOR
uS-W Ag7211 Um1m AooOeiYv SernlrA)3erer575) Sere.
Wwm-o t• Z-117 1• 2-11Z Sur t• 2•vZ 1' Z-12 Z 1170' Z n4a• ox GAxr CAPACITY RE9UIRED'CORRESPONDING TO AN
6mtmaeu wr lyo um 1 1 -Z 1.1. 1-ur 1• 1.11, 1-vr 14M Z tea• +yr vats ACTUAL PRESSURE REQUIREMENT FOR THE
zArcmn®ur wn o.c./sNmaeo-ofie Gp pip lY 3®70 Soon rAm Wan I6Mm 21070 2Wn IUD,,
---774 Do
mm 65470 lYsn 3nm 4nn 6son OPENING,WHEN RIS LOWER THAN THE MUWON
4An;M101.1SYh O.a/91mmtl(ar1254f7W pi997 4Wm 700m WA WA NIA WA 3Wm Nos WA 1341 WA m W2m W. +lmn CAPACITY(FROM THE TABLE)OF THE SELECTED
4An:1rle 0 r YK0.Gr(2)25Am.IN-,ma I; -Db Soon WDm 15001D IW6m No. M. WA SWID• 746m M. 150215 W2m I5b noon MULLION.IT WILL YIELD A MINIMUM ANCHOR
4.0¢111310O.45'NN.O.a/Vl�.bb.12S A5o5 ff104) N/A WA NIA WA NIA WA WA NIA 7YA NIA WA WA NU WA - CAPACITY WHICH MAY BE USED TO QUALIFY
f Arttrr/FCp Oa3417 imw tolls Zara Mon e22n nim woo 1nm aon term nim --U3-ft nom 221ls 25b ADDITIONAL ANCHOR OPTIONS FROM THE
TArctRtl®Lir M0.0A/FC 01 W. mko NIA WA NIA NIA loon NIA WA NG WA WA 51170 443n Won ANCHOR CAPACITY TABLE PRODUCTREVISED
NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, o aglyla65.1914.Flotidf
vu0aN3 c0e9►G•'62t o
FIGURE I: FIGURE2 H1.26D'�i � m �b21
TABLE NOTES: DIN
• • 1)SEE SHEET 7FOR INSTRUCTIONS ON USING THE TABLES AND SF¢ET 26 FOR INFORMATION M
1111 ON LOADING.EEE SHEETS 2.4 FOR GENERAL IN METHODS. Miwt 3307041
111111!/
2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE-
FIGURE
LLOWABLEFlGURE 3: 3.188' ��2�`:'uCENSg'.••(
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
CUP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHO WN ON SHEETS 21.23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS AIL 16• _ Nu.50765
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 0, (A, I •H'
FIGURE* FlGURE 6: FIGURE 6: GROI)T-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•BD.WOOD SHALL ;,�J 7 $Ill .11IV:
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE r (� S 1E0 - �/:
• • 806345 AND BEA MINIMUM T UCTUR LSTE STEEL ATLE S BEA MINIMUM ANDGRADE 33PN0x 3,1881 X.2W MULLION i�t�'•.flGR1Da!
.00.5 THICK(to GAUGE.STRUCTURAL STEEL TO BEATLEAST.12b'THICKAND A36.ALL
125'(71R'VFMULUON) �C� •-•��`��
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL II�NA�• `
010 8012 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. A.LYFINf III'b P.E.
FL P.EO 58705
TABLE 9A ® �a
Mwlba c9 Dly r9bt(m6m') a{
Opening Width(101W lLAorol A, P.M.0 H. bt(for hed9oT]9y4p61r41101mHolr) C<
6DN sop IS mb W6 foam tub I/ob Imp tl p
1.3695JI5 RIc1nNYr T.Arm_ RSIVAU1r TI 7dn Rva _ lepTA4m. R4cW ds, Tn07- III-01s, TnpiamD R ssl6r Rlplucs, R111uGU4r TnpTA- RsimAM1r T apiNg. b44mNv T11p76 a
[..3. 1-•ew+9 Lmdn t4Am La g WoUg LUAq LUOn9 1<W9 Lud^ Wft �dl bxbb9 IaSq l6'lml,V Iaebq �d1 ln.Ex$eq IUS�6V7 2oJr0 $6 wON p
AtAnTub. �� Eg �III �' �IIIII� E �� �$ 0� O � � 0 � � O O� 6g � O F g9m
tdl:T. qqEE@a g5 yp 4$ 5 ye E3 E qp p3 qq p3 qp @a yy g qq gg yb g 40. g yy y$ 5 5b y$ $p$ g yE 40. qp pg qE p$ qp Ea by g F
2C z 2& s to 1 i8 1 2& 1 2C 1 td 11 t8 11 3d 1 18 4 38 s t& id 4 t@ id td i@ t8 yea W
Z y
G6 INA n0 INA is Imo n1 1Tn0 IID I= ON +IDA AN Ila. n2 nao 511 INA ttm 000 Sm 1W ilia 110.0 an Int lits into 571 im 1118 INA 321 OS ilia "CA U1 � W
,am 1m.0 TOS clot UI Imo 430 tIDA IN I 4 ns 'NA e20 I4U n9 in. Ul its.. 015 170.0 Bn 1119 n6 110.0 540 n2 n6 INA OBo nB Bm INA em TS AN Into am
506256 inD III INA SU 170.0 ON 110.0 m1 lai Bn IN.0 SM 131.8 OT INA IN 117.4 931 mil Us Naz nI ISS ON nA R7 ISS US 159 021 1X0. US 810 091 ISS Us `` U)
� �K
Lp tIDA 701 1109 efi tXS m0 1TOA 6Bt tUB 5W 1W 0.0 115.0 No 141.8 661 tog AN IMA US O.i X9 INA BL nA SU "as S33 667 6® 1340 eU n.B 1U mS SU (at OO
mb 10.4 719 161.6 aM 112.1 766 ISI] ON IU] TO r-2
XB 804 740 m1A Ul lid L5 NIA XI 71d 146 WA MT 6U lie BS SBa U1 TO m2 SU IAB 748 W 5X m
y y J
Ub iD./ en m2.0 Ofl 101+ en 1m3 ON 541 en 6X T/] 6n 919 515 W] 0n 513 U9 BtA 6)1 91.0 U4 ate en lid 5m M] en n.1 6m 0.0 en TO ON U
r� SO. Ind SIT 114.1 0X ®7 U1 nB em TS ni e0D n] 611 n] em "A 811 Us W W 511 083 Its Is. OI/ aU /n YI all -1 m a s .47 W IU j 0.ee �
l� NO, UA 514 U.1 450 50.1 Sia 1I] 4W 902 516 m 61A 51a and Its m.1 515 692 119 IIA 518 50.1 414 34.5 Ola IBA Its
mA 51. VA 40S ISS 510 450 IOS Z y 2p
)0.6 107 IX 111 IN 34r 165 0.16 0.X fA] I64 SW N.1 165 I9A SL m1 10 45] lie 0.53 965 124 tT4 344 IW 12.3 X1 25.2 AM IID 2L 12.0 I15 0.62 SU �i AW
/e6 X] 1I1 540 Sn S41 111 U.I 0.19 Nd III alt I0.B 411 139 aeS X2 411 119 ]W 0.18 141 X.T SX 371 111 S4A M9 m] 441 at 348 301 Nf 3V LS J � Z
Wb A2A 113 43d 213 a3A 0.13 STA NO Tilt 0.L 204 245 X2 and xW .10 - 36.1 2m 411 oat VA n2 17.7 3U ftA Na 10.1 US m.i 2U 1. A2 IST iW I.-
Sam
W b X.0 IBL 359 m Al 791 m] 3X mA ml 371 23x nA mt x15 Us 19A 311 21] 111 lib 161 IDs 211 IS NO Ii.1 m8 ri. ml 210 tat Z
1mh 21D 310 261 NO 905 m0 31.1 Tm tld 310 f4a mt 111 me 141 1W
1116 ]3d 21e xll 181 I69 21B 18.1 IW 16x Ste 160 191 11.1 xIa NA iX N NZ
Im6 n.0 tU lot IN lU In 1S 181 y
K X y U
v ry g 3 3
Z o c
TABLE 9B ANCHOR CAPACRYADJUSTMENT FORMULA: Ji €�R'1
AnchorCe ec6yT9ble 06 ANCHOR CAP.,a,� &1
BUAtIe: 2.T9R6cnle 3AL COm. 1191Da CLU B7b5OA1 PT WOu d.121�-
(DP_)X( )-ANCHOR CAP.-
6/1rEb 11I'BS EIm yT EIm 11C So Esc ala Steel 0129tH MULLION CAP•re"+5
MMTyp_ ntr Eb UR- 114•E1m w06em UBr91m 1'Iw EIB6 UbIN 17101.Wucm A'SSE,N III- AWNGsW Sc2a(G518cnw(GSI USE THIS FORMULA TO OBTAIN THE'ANG(CR
Anchor CUP Petmmszlrr r >•tm• r 0.o• o.M• CAPACITY REQUIRED'CORRESPONDING MAN
t1-1N• 1.v4• I., t.,IT I-U1• r lase• las. ACTUAL PRESSURE REQUIREMENT FOR THE
3nm1m®4.75'x91oc1sl.+mmaoeeelap lPo.lt amb3W61Ab 0. vb 2mb X4b 74ab 3741m Be4b Bone MIM a21M OPENING,WHEN IT IS LOWER THAN THE MUWON
IAmmn®1 y En,0.0./sluAnE W mq DU(10 4mb iWb WA WA NIA WA MoWA WA WA WA WA ®3b B85b CAPACITY(FROM THE TABLE)OF THE SELECTED
NO. No. XDb /Saab +Web Blob ONb WA Nob 749b Nob I=" BB269 aa5b MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Anb11I®0A4•Mp.0.a 1U4]Ip,YtlB.tOr A91A(Fl0.1) WA WA WA WA NIA WA WA WA WA WA WA WA WA WA CAPACITYWHICH MAY BE USEDTO QUALIFY
9• 1W n. mS A. 44569 e331e. n5as +4o p. tuft tmb lm lm n2b Inb mob ml IBI ADDITIONAL ANCHOR OPTIONS FROM THE
2Amao6 I.1S 0.C1F 0(Rp.et 110b 9Xb WA WA WA WA IWb WA WA WA WA WA Mlb 442ft ANCHOR CAPAGTYTABLE PRt3DUCTREt/15ED
canrytyiy with lb Fluids
UuildinIICAde�p216.03
FIGURE I: FIGURE 2: 1.250• AamMmmTtD
LEN PsphLim D.Ae SLI
• • • 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 91
ON LOADING.SEE SHEETS 2-0FOR GENERAL INSTALLATION METHODS. MI Dad6 NBNe
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE, tltay LYNN A. 1
FIGURE3: 3250•
���`O`...........�F
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DUAENSIONS,SEE :'VGENSF '•.?
CLIP MUST SHEETS 21.23.HOLESTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS = �' •'•,)T
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _is No.56705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL •100,
FIGURE 4: FIGURE 5: FIGURES: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUMSHALL BE
808375 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AN0 ••-' A L F
.045'THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A38.ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 12VX3.MULON1� ''�S,S�UR;`\�•��`�5�`
• #10 S#12 ANCHORS INTO WOOD MAYBE STEEL,1"SS.OR410 S.S: ArLVl41.1•MILL ER,P.E.
FL P.E.#58705
TABLE 1010
M1OIpn Clplrly T191.Oh.AI)
Op.Nnp VAmh(rarvwtic9ysp&wftmt15o.)orOP6nIn0H.Ipht(Nhotl?AmWPn*a--ftd) r ce
sob 0. lab ab sob nab I mh 1106 1606
RlSwgr/e hyRilm R..VAv Inpli2l WtbeAt- 2.t o
17611328 Lw610 le.4oq sN*, L..Q- 1045 T d� A�v T`p'Oimp. f r TWrrimB. WMJdr hynH^9. Wtl�WYr TnpnmN ArLnOJ r Tr>aT6me. Nelm9du h.OIRieL 4 �[
RA24 v lo W S4nY L016na Lw69q lw6op 10a4np 11170-69 1n60p Lw6np lwSry �Y V
Ali.. 9.5 5..�' a' f, 8 .^ a $_£ s_ n a $..s $_r �.. : z 3�? s"_ € $_ $ It e_s s
IJumDn 7L §€ A h g 111 $e 1 '1$ g 6g 3 IAL g H E t! It
�y � �� 5 E� �6s d �s m
i� Ea is Ea s'�Ea �� Ea zo
/21. 110.0 610 n0A 411 I"A 716 1I1D AID 1TOA W 170-0 a{ 17DD en nOD 619 +100 1116 111D 6U nD.0 Ia0 ties al 1704 Ila nae 0-1 110.0 ms fiOD 4]1 710.0 2.!a tiO.D 41
411. 1110 Wo 170.0 524 Stab a0 170.0 554 110A H3 OO.0 0-0 170.0 11]3 +10.0 Gt nae 1U6 710.0 m 1lm 141] +70.0 No 110.0 Lim np0 610 lei] 1170- 1110 as 711.6 2.!n irolo W N
somb 110.0 711 170.0 so 1100 all Imo al 11o.0 1AN 11010 614 110-0 Ills n0A m 110.0 INS IT" 7U MA 14M Ila A To IT" Ua ins 7G 152A Im +1010 Us 133.6 1617 110.0 IN
so 1n 117.0 177 110.0 6St IAD 9Si 117.0 191 170.0 Illi 110.0 764 II.A 1216 1roA W 11Q0 tUt 1/010 a/ t10lo 1511 170.0 0-6 INA 1169 1110 G) W.1 1159 1110 a1 1StJ 1769 710.0 a1 m m
Gln 170.0 as t10A nt In" tea +110 Ill Ina IND I"A all 170.0 1617 110.0 m 161.1 1511 Inn 996 1454 1511 170.0 1st] 120.6Olt 7110 fast 1016 1511 1"D 1063 BOA 1511 VIA 1065 N An fD
Sib 110.0 870 170.0 746 1700 1116 170. 60- 170.0 HOS 110.0 NO 1656 12/0 110.0 IDIS Uf] 1170 ITDA +071 125J 010 166.0 1N3 701.0 1770 16(9 1077 0-.5 1170 166! 1010 i8] 1170 fa! tom W j
gGin 170.0 IN UVA 179 1110 11.9 1ICA 90 lab -1 INA +Da 1362 /0-1 INS 1013 VIA 1219 10.1 tam 10.9 INS 179.0 In 90-6 INA 130.0 178 171 INS 129.0 H6 6(1 121{ 129A US Z N 6 �
nb I0.9 IN1 InA m IMA 109 1502 082 till INS 122.1 US INS tots 119.1 60 912 1019 +0J M !S INS 1027 on nA %n 0-.1 105 591 IN9 SU 120 SIA IN: CIA PC J ��
.2 nil N2T %1 149.1 In 111.8 "1 tae 0H t01! oil 1112 til 193 961 100.0 m T" N1 su IG 11.1 961 06.5 757 596 961 nA TU silo Nt 74X m AAA Nt nJ IN
CA - ll 191 2.n.. im i1- 0-A 116! 767 NJ AN 1021 H3 821 0% US No /7J nA Ki lm %a 991 nJ At" 650 AN mi 701 41.1 IN 0-.0 101 41.] .91 6(1 01 Q R r V
906 G9 617 0-J No T1A Sit US 60- 61A 0-1 653 515 611 671 W2 SG 1I] al 0-A s0 110 fn 111 651 ](8 611 U.1 a9 30.7 m ]l] al 26.8 al 179 afi m Q N
1618 Tal 690 n.S 537 6100 690 6110 6ti 601 690 Sm 60 11.7 sm 11.6 60- ]9] 0-0 6]10 1N 1510 610 396 IA 295 610 3U 6n SSJ W 316 161 221 590 UD 161 H x Z
fab AS 166 OF UI 41A 461 U3 414 151 IG 37.1 AD$ 0-.i AN US 10- 27.6 466 i9J 315 N.1 IG CIA tit 20.7 4G 2]b 10- 1710 AG 217 US Is b AG +8F tip
1116 451 NI 16.1 410 312 M1 391 3n 327 Mt 31.1 ni 20-6 UI ]02 ]a ]610 N1 173 3H US A N9 317 i(1 NI 211 767 i6A M1 163 356 11J MI 171 ]61 W 100033
lA in l0 317 ]6! 311 303 178 3110 317 0-9 m 3(1 3110 23.7 371 U.T 329 20-1 Us NJ 336 121 m 1A.s 171 111 30- 1(7 3N it x > d
Win 210 ffi 212 2U tid 20- t1A 217 1510 ffi 15.3 U6
Z O C
A0
An6horgplNy T 62..891)
TABLEIOB ANCHOR CAPACITY ADJUSTMENT FORMULA: � a- p
SlAsUM, 211_,00, CAI70-11. Nm71CNu FOmCau wma ae1 ANCHORCAP.,e_
d1r Hm V/'69 Bio did Fl[o v6'96 Fko 610 SYe9 nz31s7 6RSIeeI (DP^)X� ).ANCHORCAP.,,,
Ane1c 3110-Eleoasm yrE.uftosN Vir Bmulmm Vr EI[oVeneto MORMUL CTO OBTAIN
AncAarCOP P1l19m. udNm gppa9npr uuxm ,I®m0ea seen(G6)6etn(OS) slm.e USE THIS REQUIRED'GOR ESPONDANCHOR
OaI9ReDnI r 2-1? I' 2-uz aur r z-vz r 3-vz z sur z 0.dr 1161 asa.4• CAPACITY REQUIRED'CARRFSPONDINGTO AN
Ea10lanml n isl• tsr4• w4• Isr z 1 . 1-v1• +.vr 1-w +Art• I'l. z Ise• 1sr men ACTUAL PRESSURE REQUIREMENT FORTHE
2NRIAn®4J9 fAA QC.ISWia1au06e1C4(lop 2.1 310. No. (m. ®am IN4w U0m tab 354. 740m 37610 66110 No. N1ft lam 590211 OPENING.WHEN IT IS LOWER THAN THE MULLION
ia
A Ant7m®1.15•NO.G IsL_0110Rei1 VRa$ 410. 100 6 WTA Be
A WA WA Na m N WA Nm WA WA 6a. 96610 1120. CAPACITY(FROM THE TABLE)OF THE SELECTED
AArtt4m o s.M9LO.G/mNS/ave Qpa/ C 71010 lam M. BADb tmm 50. M. WA Lwin 769. eotln IBM. 0-2. aGm Ins)m MULLION.R WILL YIELD A MINIMUM ANCHOR
3AMM QON'SAIL OC./UC6p.1,10.100-A00a" NG WA WA WA NU NIA WA NU WA NIA WA WA WA WA p60So CAPACITY WHICH MAY BE USED TO QUALIFY
1Arc1a/FCp alp 6) 195101 +mft wAC, Moo mw in. loft In. watts /9710 332. US Oro. 9Nm 2106 ADDITIONAL AN OPTIONS FROM THE
2Memrs®S1S WAf]FJF p67 39]10 3•Ab N61 WA WA NIA Imm WA WA NIA WA WA Nlbs 4Uft a0m ANCHOR CAPACITY TABLE. PRODUCTotftRBVISFD
mm g C.wi19l9e Flail
FIGURE 1: FIGURE 2: p°� p5p 1�a•02l$,6j
TABLE NOTES: 1.150' E.irp.U0atbla tq�I
• • •
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1`11117 Oed4`�I 7/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
FlGl1RE 3: `\,.�\OqY ;-•••Al/��/4,
3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS,SEEANGLE 0. ,2�:•ucLNsf''•. +��
CLIP MUST SHEETS 27-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICDONS �'
• BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. m..5q.10.
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND O �• �1 Iy,
PRESSURE-TREATED
RES SED REATEDTELLOW OUT CMU INE WITH
SG TO ASTM G90.WOOD SHALL N �. 4l
FIGURE 4: FIGURE 6: FIGURE 6 ( ) 624• ,'j;)'•, h :71
BEPRfiAND BEA MINIMUM
YELLOW SOUTHERN PINE WIT7I AN SBE A MINIMUM
3AN
• 8063.75 AND BEAMINIMUM OF.700'THICK STEEL STUDS TO BEAMINIMUM GRADE 33 AND
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST A25'THICKAND A36.ALLS�
• • • ANCORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 725'X 3.25 X AN• /////O1gAk. .1
•
'10,#12 ANCHORS INTO WOOD MAY BESTEEL,I"S.S.OR 410 SS. MULLION A,LSNNIIYIL�R,P.E.
FL P.E.O 58705
i
I)
TABLE TTA t
Minion C.Psft Tom.ow?)
Gusting YpIfas neRkeW344N .too.7e)grOP+ninp NNphtibrho7lmrfatWsDaarh9 mdms) a 3€
SOF Sol. lab WF sob now, 120h 140E Nob yCf~
1'162394 72xUrVUr1�0N1 Aso..u Tv m v, Aw p. Tortmew Rvdepuhe Tiapmvn9. 82114.0141 To36r44.9 Mdvggo Tram i4gv@AO TnpTAtry. Rtpm9:tn Tgp•{riNN, R4ggVWr h4y7dmII [" O
x.024 Laws L-Av W&V lo-, 1-01; IRAN U ft Lovdop L.&V ta.drq Levi 9 Lovd3V Lxv6ok Losdn9 Lo4aM lO.dmp 1.216.0 ImaAV PY
ml a' [�
AnTnts SS'
it
s asap fg Baaf fa rla a a faa z
47b trial 6S lack 434 Oma TN imD 11 an tisk 6® 00,0 06 im4 992 fmo 673 laaA 1116 97mA 521 1me 1210 0aa 621 004 2119 x6.0 at nOD ms 00D Ui 1ro.0 +m trok Ui
4
01. 170.0 No IMA SN Imb me INA SM 00.0 62 170.0 630 Ink lm lack 667 INA 1216 oma 6n INA 1411 vom 610 Into x00 110.0 w 1701 1993 Imo Sao like PSI lack 60 J W
6e6TEF 710h 70 POP 60 INS S96 x01 632 INN tisk took 04 171 I7% truck JU it" talk 570.0 747 Jim. saw 000 n6 Ingo too 1m.0 r% fr0.0 200 INS, n9 me UU 110.0 I0 of co
sal. 170.0 til 170.01 So INS 956 170.0 NI Ina 1176 110.0 764 lack fab /mA 9M x0.0 1434 like 934 Imo 1599 IrDA M 17" 1913 Imo 161 x01 2D7 1700 SI1 160.2 NOT lick 217 w C }
OF im9 145 170.0 7/ 171.0 5063 im0 in tm1 010 last 919 now,7172 fl6.0 w 110.0 3491 ST6A 991770.0 itfr ttc9 103 1209 SS im0 1063 NU 4169 ttiA mD 120.0 7/0 110.0 fast 7D ray %
631. 170.0 No tisk 745 1ro.0 1116 7701 160 110.1 602 1mA 990 ilea 1416 17ax 106 oca ton Imo 10 JM.1141"l
110.0 1122 1569 2060 1160 1114 W S 7060 17010 1111 117.7 200 m.0 on ~ W J
5 0tn tmc IIA n0.o m Uc1 9164 tmA 903 imb DN IT" 2002 Take 15511 17.0 ran tt0A Im 061 I as 001 1210 SOa 0m me 126 W. INS fish 1296 int US mD 1266 = �
lain 110.0 mU imA TTI INS lark x00 Not IMO till 1700 1126 lack 1700 tack INS 121.1 174 time 13% 169A 1306 1%A 1734 165.9 13U 99.1 Ino INA 1352 S57 fist 102 052 '2 J z
g mot Tm.O 702 ima 907 1103 x46 fmA 700 t0J 1111 /76.0 r20 IRA 1521 262 5715 Ut.7 1%S 1515 iSi 1177 1St !63 15% 1213 1229 %I 1336 1743 nth 737 on 1212 016 Z
9 non 170.0 1161 110.0 961 INA 1311 110.0 1111 I%A Un 1691 1NG INA 101 %9.0 1221 012 10n 349.1 3406 Nas 1191 21.9 14n INS 110 til 1417 119.3 1160 612 74n 1093 INS 9,C � V
N
OF 1724 2170 tiiS 346 tt9A 1150 ml 969 1013 ink mTA Mi E6J tim 967 934 TBA Ute STS 927 TiA fim 901 610 dt2 1110 773 891 0I 1570 551 et8 AAA 1110 62r 910 m Q ~ G
-Tob 10.0 915 -935W 97.6 976 107.6 9% pA n5 119 212 137 916 10.5 In 6S0 975 71.2 977 216 175 0A 107 NA 976 671 IM41.8 SN 62.1 n6 361 tib 493972 til NIl 6% 635 tit I6I its NI tit 61.3 674 61A art 613 634 467 ni 49.0 654 {Lt IJt W9 So 213 771 391 n1 15.0 621 731 TIi 3tA 372iv 101 730 nJ 631 6S7 nth 6kA 60 21.1m 539 us STJ 730 21.9 BTI 12,1 nth ISP 677 ]L9 nth 41.1 634 313 nth 34.6 721 319 659 217 734 29! MI726Ed9.9 6216tD STY09.9621EiT . « . . Cti 215 689 ILI IN 22.6 01 T X nN
W in 367 433 10.1 400 211 434 A4 ]% LI.1 aU 25A UO 21.7 430 124 36 IBI 433 201 9B1 17.3 AU 102 n6 '8-L
¢ a o c
z v.
T LE 118 Ap hkrCo db'T2mept3) ANCHOR CAPACITYADJUSTMENTFORMULA- - �Q
S461q 2mccrois 362CM6. ales mu Flea CMB RWUV me. i 11
Y1r Bre 114.09 Eta mr Mo vcwmw COMM M29Nd -am ��)X/ANCHOR CAP.,e,.,,,,,\.ANCHOR CAP.o, �
Andte7C8P Petbml Ancliar 3'1rDmw�t11 V4'Ek0US96on I- mr Male m YFEto11NKm �g7ya US- A `MUWULA TO D AI
taNxN1414 semrllxy 9tm(691 serxe(G5} tISETHIS FORMULA TO OBTAIN THE ANCHOR
4 muse )
to 2-tor 1• 2-/2 stir 1• iv7r F-T zim r xim r QAB• tar 0324• CAPACITY REQUIRED•CORRESPONDING MAN
Emxe0nml n 1.W' I- t f3'P r t•vr 1-Ya' 1-v• 1 1.11 1414• life z 103• l;vr .mea ACTUAL PRESSURE REQUIREMENT FOR THE
PAttMt3 lar N�aoLt xroaetWal >z 9mm
IS, 40109 89004 tset¢s a6xa akra a%St 7Obs 374U 607x6 Sm '71ft 4Qft OPENING,WHEN IT IS LOWER THAN THE MULLION
4AfsM7.497.15'Nh O.G ISI+reN(arORd 134 p1II 2j 4054 Imp NIA WA IIA tW OBDxO NIA WA NN WA NIA 0260 "St. 1120M CAPACITY(FROM THE TABLE)OFTHE SELECTED
{AR7M�rUh.OA.lWG6Av2Sr{nlPIII 3f 7a0S4 NOS9 M. 10013 1/800 a40M 6mq WA 7Wfts 74683 66093 169114 W. Mft »2093 MULLION.ITW1LL YtELCAMINVAUMANCHOR
AA¢ta1690.34'Sihp.0.lUlMp,Ir4o.fOPAVm 4) Na WA N/A WA WA Nu WA WA WA M WA WA NIA WA t26Im CAPACITY WHICH MAYBE USED TO OUAUFY
1AatvIF4>4 alk by 19395 196» 7266» M5 R6 baa 1959» ib 106 mm 3701. In Sl 3321» alas 17003 221- 28004 ADDITIONAL ANCHOR OPT DNS FROM THE
2MImn 214 MIR O.CtF41p 6y 20E1 S919e MG IYA Nth Nth 660 NG WA WA wA Wx 67700 Aa2b 007 ANCHOR CAPACTTYTABLE.
PRODUCTRBYLSSD
as romplyhot with the Fimrd.
1 FIGURE I: FIGURE 2: 1" A aP mwtas ifi'026$.0
TABLE NOTES: S�11�M
OSEE DING. FORIN.2.4 iOR GNERAL IN T TABLES AND METHODS.25FOR INFORMATION DON LOADING.SEE SHEETS2.4 FOR GENERN.INSTALLATIDN METHODS. Ido 7
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
ANGLE 3)MULLION AND MULLION CLIPS SHCA
OWN ARE NOT TO SLE E FOR WTIRMENSIONS,SEE 3.04• ESS;LtCENSf•';Fy��.,,
CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
• • • BE USED SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATION& No,50705 _
IN PAIRS" 4)SUBSTRATES:CONCRETE S HALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND j
GROUT-FulCONCRETE BLOCK UNIT SHALL CONFORM ASTM C80.WOW SHALL ')I�•xxt-,,,(777 L�
FIGURE 4: FIGURES:' FIGURE e: ED TOBE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF OSS.ALUMINUM SHALL BE :^Ct yf^1 �4:•(V�
• ! 808&TSANDBEAMINIMUM OF.100•THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND ,Bj4• SIX
ro.
.04STHICK(TB GAUGE.STRUCTURAL STEEL TO BEAT LEA57.iZSTNK3TAND A38.ALL
• ANCHORS INTO METAL.SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIA-. 1�l�CI3,_�1f+
• 4108412 ANCHORS INTO WOOD MAYBE STEEL,IMS5.OR 410 SS. S.2SX3APXS24• A.LYNN M11tt24,P.E.
MULLION FL P.EJ)58705
TAfiLE}y{
Mdmon Ca a0 Table[how D ag
Opening w1ft(forWiplallspeMicm onno)o70BIBing HeipMOiffi
a]1pOmlrHiJappMNman) j3g:7
SOF BOF 701, Bob, 201. 1700E1 A le ffOF took Inq
tic!
RM.inAdaydW n.p74N0. ftw' v- TrapfA.tp. Ret4tpW 7'ay[6•p 1Te0W3• Trrylaey. Wa.A31e 7iyT91ng. -wade, TelpTapy. .r T1o7BT4m0 Itebev1• T-10a a"2a4a26 Ia.ft eptly Ldy Looft Ledy Saady Le.daO to 1y1 [aptly tautly t.1dy LWM I.." 7..dy Imdy talfto f0edy l.edi•
Z �d N
NF 17" as 170.0 NS 1729 700 16060 460 IAA 4W Nm II08 1609 032 1729 0.10 170.0 1116 1740 0.21 1609 iwP 1740 671 1740 SNB MW 301 MA IM 170.0 0.21 IRO 180.1 In M
NF . TOB 1740 sN 1609 470 Iim 6N ImO m TAA we 170.0 1123 MAI NI 17" 160 1129 pi] 1740 1417 MAI 600 1740 1700 7729 660 110.0 ism AT" ON JIM zw Rm
W=b 1749 TN 1729 443 110.0 0.6 1600 Wt MAI 1016 MA aN MA) 1103 IRA 723 IM 1X5 1740 717 IRA 1001 1729 AN 1729 RW vas 7N IAD 2041 M..0 TN 1729 211 1729 7N
NF 17060 707 160.0 812 IAD 900 170.0 all IT" me nim ]N tAD 1760 1740 AM 1IDA 14]1 tTm W7 IT" 104 I'mo 459 And 1213 170.0 BBI IAO 2601 MA N1 MA 2660 1740 N7
®fa 170.0 AN wobj Add I 1=1 ton IAA 607 Ima 140 I".0as IAA 1417 i7m ON ROA AM 1729 02 Alm i7lf elm IOD Rm 2123 MA ION M.02479 1704 1003 18060 1 MOD I 17A IOW m
NM O p
D J
NF IT" BA 1]40 TN 1609 /110 1740 Ifo 1729 1362 I7OA NO 170.0 AM Itm 1015 Rm tail 1Tm IDA 1740 Iwo 1729 119 17060 2231 16060 1100 IC0.7 2003 MAI 1111 10060 2W 1129 1171 J
{, 4aF 560.0 171 5740 710 ROD 171 IMO 00 MA tis/ MA, la2 MAI ism 1740 AM 1740 413M1 170.0 HN MM INS IMO t2tg 170.0 2110 MA MS ANA 249 ITU1260 7320 WOO MA ION �
IIF 16060 tOW 80.0
876 Am RA IA.0 IWO 1729 /400 MLII 1178 MA IAO MA 1225 170.0 1013 1740 1315 MA 2123 elm 1257 N3B 21H 170.0 1{00 12160 2100 1729 1560 1009 2100 1129 1570 Z '�"
AF 1740 Tf7f 1729 027 1729 7300 16060 5000 80.0 7660 1729 7206 I=f 1601 1740 5312 Imi tow Im. 1121 IMA two I7m Am 7210 IOW A61A 1611 tat Iwo tu.O 1635 as 1960 1627 ism � � SZ
74N 170.0 1151 ImD OW 1609 1361 174D tits I7m 1611 17A 12W MA AM 1740 I3p0 767.1 tat 1]29 00]4 13760 Lal /O4/ 1000 1110. 7001 717] 1160 b1 1007 1SA 1454 040 1001 ISTA 1161 Q IL O
ODM 11060 1371 1600 4100 114.1 iia 1340 tru 5960 1300 1329 it N A.,
1213 1fA 044 1308 1142 16062 60.6 ION INA 1147 715 ION NA Am WS in, 4'17 1105 63• Am 76A MOB H
BOF 16760 1129 111.1 M 1720 1770 me AOA 103 1221 1112 1001 OLD IOU OLD 1220 BBA 1029 717 1270 024 tete SIA 122 729 023 627 1260 NA 077 46.1 1719 821 OD Z
tate to" mt INA W 043 OH N.O N2 74.0 971 772 NO 44A 437 674 471 SIA as 0./A 9Tt "A at$ 421 071 49A 700 374 mt 444 7m 324 071 401 At y N a O y�
11
111h OSA 870 m] 837 70.3 HB 0160 110 80.1 000 AD 608 N 10 020 700 63.0 w0 60.7 700 427 010 619 700 347 BIB "A 700 51.1 01• 40.2 700 2.6 918 3.1 737 W S
121E 7660 785 744 7M av TN 8160 700 639 Tw W6 603 472 TN <94 600 NA AO NA W 37.7 700 440 600 1160 781 XA 853 TA 700 319 441 236 700 2)60 Wt x• Y Y
7
INM 00.7 6M 009 001 3560 600 7760 IN 31.2 SN 31.0 NI 273 6b 242 005 213 616 260 460 960 014 228 {fl 162 600 146 001 ISA p0. 173 436 117 618 1660 410 V }( Q �} �y
N Q
LE}28 ANCHOR CAPACITY ADJUSTMENT FORMULA: a Z W
Ma.MOO aH 76011 29.1 �p q"
2n cee4fa 3rACm7. ildedo u ANCHORCAP.e.,
7Dea6uU P7 a9 ud• (OI;�}X{ )=ANCHOR QIP.,, ir
AaM2 T1TDeC14A¢m 11COcaV6aNm at6'Flro atT OcOluam yr Et0118atm vl•BS EAa me-Etavess"ta fllasted m2snO •1260.-2 FORMULA
TOOBTA
Mdl0rC0p palhm• uuxm 600800.0 UMm AMmUa St-(GS)6Ttv165) sun(4S USE THIS FORMIAA TO OBTA0ITHE'ANCHOR
TAA6 nda+m4al s 7-Irt t• z-vT svT r 2-117' r z-v7^ 2 svT 2- aa• 460 a" CAPACITY REQUIREWCDRRESPONORtGTOAN
6aROnm1 1310 III{• 44- t3'M r t.w• 1-vr tem LIZ t.Irr 1-1/1• 2 IIse• ].A
tam ACTUAL PRESSURE REQUIREMENT FOR THE
20x4007@ir 14UO.c4aAoAdAa.O1wcgp ug slum a m from aloe• t6N. gam 2W. m T"OIa uam . woo NICE up. OPENING.WHEN R IS LOWER THAN THE MULLION
tAn:nm@zm•uM a.4/It•vb wttMAI 37 74Dm mme Sum tfwn 142429 wA =a tw 79929 Nu mm WA NOW it,- CAPACITY(FROM THE TABLE)OF THE SELECTED
S ArtFaf@vruhoD./stabuapgpeO Bat M. am Am. Imid, Nu Nu 7wn NU 70810 RU WA wA Im let 1829. MULUON.RWIIl YIELD AMINIMUM ANCHOR
{Mtaa @T11$tOA.tWa6AT1P.l2psl 0$ 7W. 6wm SSNn 160829 . 660n WA 760n 740. 4W. Mmla atm 1529. CAPACITY WHICNIMAYBE USED 70 QUALIFY
SAaron@Tuuo.a/ a4 av3/tAB 117 u7om RAm 70229 tltlm team a 000. RU Htlm 1122. 13MM stem 1-1. Ac60. ADDRIONAL ANCHOR OPTIONS FROM THE
3ARIOq@1A1'Mh O.C./UC ,0.0..127 AA0n.0�>R NIA IVA NU WA IIU ryU WA NU WA NU WA WA WA 073 ANCHOR CAPACITYTASLE
6AR1no@OAPMF 0.G]Ua'2F,tnF.i2'At.4070$ ryU WA MU tvA WA Nal WA NU WA XU WA NO, " 21 . pR�UL.]. tl�
2Mtrod 0267/011 OA2 Ot 26029 96029 9/Sm H3. TTI. eW 2Wn NU 900. WA 4tlm WA Nlm 4604. As plYitl8tvl1h 0.FlariO.
3Aakee L71•YR O.ClP4]p .1Q 4029 42529 96029 079. kU 1111 SS/W NU SOI. NLl WA IVA bfin NDm DN9d'wg Cade
NOTE:FOR THE OFFSET cup,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Aeo<I+tt3xallo�(o�Li$,Oflj
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, FSWfm1i Drip X41
FIGURE I: FiGURE2: FK4URE& F10URE4- � B
• • • • • • • • • • TABLE NOTES: 2.000• 0ya Dade Pmdud..
i\\1111111//
t)SEE SHEET i FOR ION METHODS.ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR
GENERAL INSTALLATION METHODS.
FIGURE S: FIGURE S: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS 600001017 OPENING WIDTHS IS ALLOWABLE,
• • • • • • • • -"l 110
3)MULLION AND MULLION CLAPS SHOWN ARE NOT TO SCALE FOR EXACTDALFIJSIONS,SEE SHEETS 25 2 01 m 111 20.0• 4.000• 1•&7083.HOLES TO 0EDR
THE FIELD FOLLCWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE c
• • LOCATIONS, „O•1n 1A1s8' �j
FIGURE7: FIOURER FIGURER: FIGUREIO:a ""� S YE OF yU;• • ANGLE CUP 4)SUBSTRATES:CONCRETE CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ',�j,1'•,.FLORfOh::{`;
(FIGURES 5611) (CMU)SHALLCONFORM TO ASTM C-90.WOOD SHALL BE FRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SGOFO.SS.
MUST BE USED ALUMINUM SHALL BE 6083TSAND BEA MINIMUM OF.12S•THICK STEEL STUDS TO SEA MINIMUM GRADE 33 AND.045•THICK(16 2-X4'X2SMuLU0N �//S)Oh1A4.fGtlt
IN PAIRS, GAUGE).STRUCTURAL STEEL TO BE AT LEAST.I2S THICK AND A36.ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3SCREW A LYhI�'Y.�ILLEi
Lu. • THREADS BEYOND THE MATERIAL.010&012 ANCHOT.INTO WOOD MAY BE STEEL,1&11 S.S.OR410 SS. F''.
FL P,E258705
TABLE 13A gg g
Mu01o0C•x17 TOM. OW ° ^.�d•�
Op4ninp Width(ra\/)Nrey-sporxlMmuemts)orOP•nlnp HdpM(MrinllmteeAysperrilg tlNSar•) �.3r 3€
Som met 70 In AS he M. tmin 120 k, 14010 lea Ir, Ra
Pmww. Impolaa, wONn9a. Taym.s RielnpN. Twmty. NaIellaa T.00.6 Reclmp0. mprn•c. ReG.aan Tty4maq R.ImaN. Te�m.a. ROclnpb n.preePp RmlrryW TnAR6aP t7°
2x Sx JL5 Ioeam Loma Wang Lamm Laata Wena IA46a Kama L.-ft Imam L04aia ladle LO•va LUMP Waea Laanp LPNam to am
�iwmmnhN d � @ nE $( r � lilt g � ,11 1 �� 3 � a� 111 ha 11 NYYYY�
Nm +727,0 I am Imo I W 170.0 7N M0 1 478 MO N6 17aO 1 NO 1170.0 1 M MA 510 Moo Ills Mao sn I7U Moa Imo mt Imo Hee 170.27 ON INA 106 170.17 en 170.0 lam nao 311 � W
4em nao 708 Imo SN 170.0 em Mao eN MD 20 nao No1170.011133 Imo mt 1100 1273 17011 077 Im0 u17 170A M IrDA Mw 170.17 ma 170.0 1813 MA NO n0.o 22U IrDA NO ? _
S.Antn nao 747 170,0 mn 170.0 NO nao 101 nao 100 Mao 884 170.0 1195 nao m Imo INS iron 747 Ir0.0 uw +mo rm 170.0 Mm nao 750 170.0 2002 Iron rm 170.0 mat 170.0 710 � K$� m
54h MA rM nao 612 +ma am Imo 50 Mao Ills 170.0 754 MOA 1275 mo in 170.0 mu Ma on Mon 1594 Imo Aa 17na 1013 170A m+ 17U ml 17" 001 170.0 2350 Imo m+ mm 'o O
mb 170.0 em Iran 701 tro.0 +103 Imo W Imo MN 170.9 em 170.0 u17 170.0 9w 170.0 1594 +mo Sae +70.17 1771 Imo 1033 Imo 2110 170.0 100 170.0 2479 170.0 IOU 170.0 2103 nao tom aJY
03 it 11017 as Imo Ns +mo Mu Imo Nw +mo 170 nao 0.o 172717 INe Imo 1103 IrDA +6» 110.0 lam 170.17 tees 1100 n0. IroD 1031 nao 1159 nao 2103 110.17 1111 +ma 1011 1727.0 1111 j
as 10 11027 W4 +10.27 ren nO.o Mw 11011 910 3317.0 1274 Imo lam 170.0 u0. +mo na na.o nm Imo nm +727.0 tae 11017 +mo +100 ane nao Ins 170.0 an 170.0 tae 170.0 5117 is tem Z at g
nn 170.0 tom nao 6h Imo tae Imo taw nao +410 17ao nx ITU MD 11027 1za IM len 170.0 1110 170.0 zns 170.0 nW 772727 2310 +72717 Hm 170.0 2Wa Imo Ism 171117 3410 non 1327
1011 nao ++a I'M.- B".
1017 Ma +72717 +Deo 171117 1370 nao 1259 +Ion Ira Ina fm +mo m1e MOA 1421 110.17 2zN Imo Ism 11027 2eW 1117.0 tore +100 nw0 170.0 lea nao mN non 11273 a z
rex +100 1131 110.0 net 170.17 +++e 172717 tet+ 1717.17 1x317 Iron INCA 17270 fmv 172717 1011 +mO 1474 non 2310 nao t5w Imo z7m 3327.0 nes 11017 11710 nao tm nO.0 nem 172717 nae
5910 1717.0 n0. 170.0 uw 111117 110 MOA few nao u0. 170.17 ma Imo 127.0 +10.17 1091 112711 n0. 110.17 ma 170.17 +ale 1710 3Im non 2110 +m.O Wn Iron 210 1273 an nao mel znem non un 170A 11700 1108 I4w Moo +am nao te22 332717 2107 Imo Ira 17270 2Na M a HW 170.0 2855 Imo mm 180.0 310 Imo ma 137.1 3102 INA 2470 Moo WO 1m.I 24Mf Z11010 1717.0 +s0. 170.0 1910 nao len nao an Il,0A +8717 Ir0.o 2310 110.17 1078 127.8 am Mao nn 1483 net HIA x107 nae 81sT HOA BE
4 Oa 2781 11&0 100+1110 110.17 leu 170.0 tae +72727 1759 nao 2210 nao tO2 Iro.0 xexl Imo nN Isle 2102 ten 27.03 tae x6u INA 1018 11118 mu 11&4 10 104 2827 1108 ma X
m101 mo 2127 111017 149 134.4 am Haa 1012102 Hu +027 1101 xxsz +at tau 159.1 mu Hal fa sa la? 1361 1aB.1 1N5 8" 1101 0 e 1127 742 ISN 6277 MW 59.5 1527 711 nn 626 1271 05.7 Ira 521 15w 10.0 05 30.1 n0. NA 1277 Q N (`
a Zany
TABLE I3B ANCHOR CAPACITY ADJUSTMENT FORMULA: 6o
AnehorC•..I T•ble b
Buro1m. zn mane 3.se aa. IWe.aMu Fawau PT~ WW (DPm)X ANCHOR CAP.,ve„\.ANCHOR CAP.., �
v18'E1m V4.6S Dee Sffff DepUVSSE 010 SW •12gteed tastes MUWON
A60harCUp Patt•nl• INucm AvaarTypa 1013 Elm 1107810 0.P P.Ummm Its Elo•I2umm WEm 11188110
A9pe04a lav4cm AmmGtl.acme 108 fic1Or(1751 bun(36) USE THIS FORMULA TO OBTAIN 7HE'ANCHOR
E6m vUHece G9k
I. 2-IW I t• I b117 11W 1• 2•+rr 1• I 244 v bw T 0..N• Ox 0.327• CAPACITY REOUIR®`CORRESPONDWG TO AN
Ema•nml•k - 1- 1 594• 1 1-59• Y Wv t•W I-W I 1.111• 4114• 114M T 1.r tam• r0.. ACTUAL PRESSURE REQUIREMENT FOR THE
2A G4.76'mo .1eae.e.M."fil0a.INTIK 390. 390b I 45Ob 1 Nob IWN a,0b 2mw 351108 now 31059 ewes deb NIM 442b No OPENING,WHEN IT IS LOWER THAN THE MULLION
Int G.As U.O.°/S1 (.-a ckp ft.nK 7mb 7mb 9wb 17M1m na2b _m m" 7mw Nmw 7 O mew =ft M" MI. tlmw CAPACITY(FROM THE TABLE)OF THE SELECTED
eAecnenGtar Mn aalSlenaaa lao�nl6Pffa.4k ++mw /4mb Imow asses WA WA now WA Hmw WA wA WA 1wb 1mft mob MUWON.IT WILL YIELD AMINIMUM ANCHOR
4AANaN GSWa o.m l a)=Aro C lffa.6Y 7mb 780N mob nm lb Haw 3Wb NOB WA 7mw Hew Nmw Im2b mew AN ft 'MM CAPACITY WHICH MAY BE USED TO QUALIFY
e AmWOg 0.n1R)a5N&C%eiI a.6Y IWN 15mb 1359 Nmb WORN Imow HmN WA IsmIII 1496b 111059 WN4b lmnb 1Ttow WOb ADDITIONAL ANCHOR OPTIONS FROM THE
12Ae:A.O 0 I OF I M2A3 Nab OPO I M 7F tem. mwb 100. 3780 TVA WA 1310. WA 150059 WA WA WA 202759 2m4b mmb ANCHOR CAPACITY TABLE PRCOUCr REVISED
4MNOG1]I•Lfn O.G/Uaa.NtP.ta•Aloa ffa.01 WA WA WA WA 1- WA WA WA WA WA WA WA IUM WA IA N m P+YIOd riYt Ne FI011�
e AAm.N®a N•mn0.41UOa.No.MSAIa.IF12.Bt WA WA WA WA WA WA WA WA WA WA WA WA NG WA 2ffiIw I--2.0aG'^•1 Bu,=Cde
7- mm 111059 mm 4W. 2710. uteN grow INN. 33159 INN Wow mem. 59859 34159 40159 smw A�Pp�ara,�6-ozL8.o3
4AKIm 1.71•MLL QW ttK Saw ]OOb 10559 lmew WA WA 4TOIa WA SmN WA WA WA Emb Smw 11mb .�G. fnli Dote I
NOTE:FORTHE OFFSET CLIP,USETHE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: BY
Mie. 1'102731'
FIGURE t: FIGURE T. FIGURE 3: FIGURE 4: FIGURES: FIGURE9,SGUREtm FIGURE II: 1)SEE SHEET FOR IN ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON \II III II1l
• LOADING.SEE SHEET$24 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE :�`�:'�\CK.NS@ •:�' �'.
6.00(r : '•.k
• 3)MULU N AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS =T:: HO.51105 _
• • e • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 3: FIGURE 6: FIGURE7. SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - Sit, ():'
%'O:a. S1DEDUnHA"GLE
CUP 4)SUBSTRATES:CONCRETE SHALL CONFORMTO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ,\TE(»RESCONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURETREATED O YELLOWSOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 60mTSAND BE AMINIMUMOF.I2S �MUST BE THICICSTEELSTUDS TO BEA MINIMUM GRACE 33AND.045'THICK(tBGAUGE).STRUCTURALSTEEL 7O ,1USEDIN BEAT LEAST.12 DS
AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW \
PAIRS. Y%8•X TS• A.LYI3MMILL�R,P.E.
THREADS BEYOND THE MATERIAL 1110 ANCHORS INTO WOOD MAY BE STEEL,1&B S.S.OR 410 S.S. MULLION FL 1.&41 !R,
TABLE 14A
MulOon Cipactly T■EIB DOOM
OPanIn0 WI615(lar feNray64pemllgmWo5ls)or OPanN0 HBI2MOorhodroHaM6Ptt7■inp mlIDore) B!ar a
NM mM 7011 mm 901, tm11 120M 10011 loom9m O
Rs10iB9Ir LNaN. R.O.O.bmat Tt R T+Aro R4Guadat TM RmL i R4Ltz. ln�� R,nU Le48dN R 111pmtip. F� 1 -%D.
SYO
124"■271' gg
1TuIiMuIII � h fill, I Ia 11 111 l' I, I I� I Ia I Ia 1 111 1a I II I 1 111 Ia N
CO)161 11 11 1 11 1 11 11 1.1 l Ill ll I fil I
UM 1H2 m 161.0 428 1=1 SID 1a■ 41. 1010 Me IM91 414 mt 620 1316 411 801 ® 13k1 411 of ma 1311 411 al 626 1x1 411 51.5 678 1x1 411 a1 678 1x1 411 �
am B0.8 4m 1060 333 aa6 4m By ow mo 4m B04 3a 60.4 4m o7A 317 mT 4m Tal 315 a3 4m Tab 314 4a3 4m 70.0 o14 316 /m me 314 3a2 4m 788 r4 = _
mm6M m.3 am nA 301 686 3m T43 ml 600 = T1.8 a■ 51.b 3m m1 2m aT 3m 018 4x 41.3 3m G48 I 2m x3 3m MAI R+I SA4 364 616 2m 367 am MA 283
6103
11 m,0 WS 74.1 781 'A6 39 812 701 ad 31a m.7 4m 424 316 616 1m 37.1 318 60.0 260 a1B 71B 446 349 263 34a 4B.4 2a 3U i1B a.1 4a 242 rB 40.1 216 W
Nin {AS 3Y m1 r■ 411 26B al r4 353 2m a) r0 3a■ no 371 10T 216 466 319 211 2a] 258 314 7m 2L6 368 S1 1m n.T 4Y 323 a1 iQ6 258 32 al
m11 Ql ON ax, 2O no 234 19.1 tm $0.a 231 317 1a 211 a4 31A tm a7 a4 20A IN 2L4 234 m0 1M IT. a4 MA 1m 153 334 a6 IN 114 234 � tm W J
7
NO, M. r3 144 tm 31A r3 Sa1 1n 756 r3 a.8 tro a2 1m a.0 1n m8 313 mf fro tae r8 a) tm 15A r] 2]1 In 113 r] a0 1m 1fA 2tl a0 tm Z W a
nM a6 In mt fm aB m a. tm LOA tro a5 Na n.B tro m3 to tsa 1n a] 146 ?Z 6
roM a 161 254 140 7a] to r.e 131 17A to 1a0 135 16.4 181 17.0 133
70% a6 1m 716 tm 116 1m ta8 +r 161 152 n.a HB
F N O
TABLE14B ANCHOR CAPACITY ADJUSTMENT FORMULA Q Z N
A6ehorC■p■c T■6N 0■ X C ,p
sUa1nM 4.71 t4nc461e aSY Com. 4uacau F1e043N PTW090 4+ee (DP,,,)%(ANCHOR CAP.,e,,,,\ANCHOR CAP._
� �
Q1W Fto vl•SS Eko a16•Ete w•SBEka nOWm 6146Iat n45ta1 `MUWON C/1P.,e,,.�/ y
ArtiV ryR YtFEko Oaam tlF oho lAam 3lIFEkownlm IIF EtOuln[mW N
MahorCllp P■lb �
m■ m,sm ApPetita twsm A16ta slm4trsl Btte4lcsl sne.lmt USE THIS FORMULA TO OBTAIN THE•ANCHOR X �. Y
E4A d6111■e(M r 91r! t• avr a-vr f• a1/3' t• bt? - 2 ivS z ala o54• oA4F CAPACITY REQUIRED•CORRESPONDING TO AN
E4n663umllMl +5'F i1'F tyY wa T 1-vY 1-vY 1•vF 1-vY tA1F t-UF z fea• taa +wlel ACTUAL PRESSURE REQUIREMENT FOR THE U N < 3
4Artt0n 4BT Wnac.l Rlrs a1a1 t lmm lmm ®Olaf 15mm tm6m 6nm rAm wA
M. lam ®om tb9zm 6mm Brom u36m OPENING,WHEN IT IS LOWERTHANTHEMULUON
CAPACITY(FROM THE TABLE)OF THE SELECTED a Zk� v
MULLION.IT WILL YIELD AINIMUMANCHOR p �
CAPACITY WHICH MAY BEMUSED TO QUALIFY
ADDRI ONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, 1.288•
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. I•` -� I'RODUCTREYISiW
as plyiigwlth 1116 Fh■i3
2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$ANDIOR OPENING WIDTHS IS ALLOWABLE OwIdiq Code
FIGURE 1: Aa¢plmtt7b(602 • 3
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE m
FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Bapwlo0 a 21
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSSHOWN ON SHEETS 21-23, 2,118. Oy
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. D■da he00u"
ANGLE CLIP MUST BE USED IN PAIRS. .128• f 1 t I 1111!
4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �\
CONCRETE BLOCK UNIT(CMU)SHALLOONFORM TO ASTM O9G WOOD SHALL BE PRESSURE-TREATED r L A!/(��i�
YELLOW SOUTHERN PINE WITH AN SG OF 0.85.ALUMINUM SHALL BE fi063TS AND BE A MINIMUM OF.125' I �:�•�tG£NSF '-'P
THIMSTEELSTUDS TO BE A MIN LMUM GRADE 33 AND.045'THICK(18 QAUGE).STRUCTURAL STEEL TO BE AT 1.26'%2.17•%.125•MULLION
LEAST.I25.THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND =7v: 8705 -_
THE MATERUL.410 b 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 SS.OR 4105.5. (INTEGRAL FIN MULLION) ,1
- Na.f
,,�•.u- � X116 •��=
0.LYI•I151N1)LL��,P.E.
FL P.E.#58705
TABLE 1570 °
Mullion Ce 10 Table Obefftll
OpINR9 WI1Lh(IorleltimyspnrtilB Imamro)orOp•nin0 H•IOM(fDrloAmrm9Y6pmrirp m�ml) q��'1'�C
SIM BUM TON 00m Pom loom 1706 iron Iw1u O
R3Y1A190r LSy%cp Recw.ly IrprIOM.. p4emp4v TWmr45 Rdm04r TIWM.n RSdn00r liW%r.. ft-,wTnp'feu.. RsimOAr TWnlm9• Ibdrglr 1ppll9enp. Iiee+npNr bgD4.99
325'30 10•m. LaaM9 I.&; 7mi0 Ind. IariY t-fto U-ft b.6V 10.0^0 LaMO la.5np Uft 1arn0 LpOnB !°.NO L-ft
BAYMULLg 8 � g d � 8d � a
z
o �.
42m Ina 010 I 1710 433 170,01 744 170.01 ITS 170.0 000 1760 000 IT"1 932 ITSO 510 170.0 1110 t70A 521 ITDA 1240 170.0 Ml 170.0 14M 170.0 41 170A JIM 170.0 Sit 149.1 iND 1160 MI J W
191, 11070 IN I= 624 list 610 !no 001 1700 092 17070 ON Ina 11M 1160 511 170.0 1270 1760 677 170D 1117 170.0 010 1622[700
Ina 050 1303 1512 Ina e10 1113 154 1760 980 N
60.028N 1"A 747 170.0 661 Tom 00s 17MO M1 Ina INS 17oA 0M Ilium JIM Ina 721 17U iW 170.0 711 1"21144, 170.0 Too 1319 IIID 708 1173 1443 170.0 7M I= 1143 1Tom IN LU G� Q
0b Ina 797 I= 912 1701 N9 in OM 170.0 1111 ITOA 751 170.0 1275 TRO 00 INA IW 1160 837 /N3 IM! 1760 IN 1203 Inx, 001 161.1 INS 710.° D01 002 1!5] 1700 061 m M ~
W m Ina US 170.0 701 MA 1063 list 797 IB7D 1219 DDD we 1467 1215 1760 IN 1z9A Itis 1593 9M 11BD 1%1 187.1 Ori 97.4 140.1 %3 W 1210 110.1 %3 761 1211 140.1 OM N
U ro
M1, ins %0 17MO 745 170.0 Ills 170.0 ON 1662 1150 1849 WS 131.4 1160 1510 914 116.0 1150 141A 468 10.1.1 1150 1362 IM 07A MT OH TAI H.
1183 an
917 /7® 1762 870 D IL
e1, 170.0 M 1760 759 151.1 INS IW 0M 1709 INS IW 881 114] INS 71.1 ISO IOTA 100 1214 M9 %A INS +19e 0M 782 Io9A RI 6T! 101 1W2 010 57.1 INS 1062 .10 ? co
J
72h 14" MO 1419 IN 117.4 NO 171.0 74 1008 SIG INA 151 SOA 050 1070 In 712 MO 0270 712 70.1 8M 182 703 661 193 03 503 NO 70.0 005 q0 580 1870 UB
"h 1192 no 125.1 So Me TW 7044 OR 145 1B0 953 933 118 700 W 64 Sam 700 10.9 W Sam TO 71.1 6M 410 ILI 021 42A 770 97.1 Oft 37A M 51.5 817 Q Q
711, 71070 IN IISD MI 923 7r0 941 ell Tal 750 019 02 093 750 77.1 621 015 TN TDA ell 541 750 °0.7 SM 483 750 59A 691 ]0.0 IN M3 BSO 34A TO W IN H Q Q N.0
W. 721 603 74A w0 661 Sm 0270 191 51A 601 611 461 4l.1 E01 119 478 40.1 667 44.4 488 M.1 0m 40.° 481 ]0.0 6m M.2 452 ISD 6W M.] 116 2L5 SO 3170 442 W Z m O
901, MA 495 01.1 M] 415 IN e1.6 QB tl.1 4W N.0 427 27.1 196 769 Ixi M.0 106 ]61 IIB 79.7 195 333 1W 36B 4N 19.1 100 %.2 190 248 3N 1970 I96 25D 790
708m 47.7 3% 121 3M MA 391 MA M6 1970 3% 31.1 MI 961 3% 27A 337 212 3% 21D 3M 20.0 !% 22,6 ]7D 1770 ]% iB.7 41 IIA Ml 17.0 ]fe
111 N 3570 370 M2 MS 320 370 5l.0 ]M 273--T--,-. 48 2Lo 370 252 170 2170 40 ltd 311 193 )70 2970 ]Q 10.0 ]70 141 M5 111 N 4
F
17om MA 3IT NO 289 253 317 260 281 21.7 ]I7 33 9]0 1970 !7T 19A 276 149 3D 17.0 171 Q M Q
1N N 1 17.612101 1770 1 2M I 1 d gg Z
T SLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Ancb6r C9 icl TIbN bs ANCHOR CJ3P.e,�, 6
846+°1' 1]S Omcrtf{ ]3k03ne. +b1e•41b HM GtO PTV M.W (DP_)X( >=ANCHDR CAP.,,,
Lla Ea of 85 Elco LIC FIw WasElm 01051r IR Bbd 0128
MULLION CAP.,e,o,
Anc11DrC0p PIOem• Nt•rry7c via EnWsm wlx9 uwssm Iwem vte•Oo.m6rcm w•Ei9lOiacm AMalw vu.rn AM.Odr 8-000)SIprM S.-UM) USE THIS FORMULA TO OBTAIN THE'ANCHOR
ftp.R.brcsl•7 f• b1R' 1• 2-W Sw' 1' 2-1? 1• 2.10 r 61rC r 616' 0.N' 0221• CAPACITY REQUIRED'CORRESPONDING TO AN
FmNbnmtlli tap• 1y4• I-Vfvr r tnm +-w• 1-vr t-w• t•fr4• wr r fa2a tap• wtn ACTUAL PRESSURE REQUIREMENT FORTHE _
zAncron®awn ot.AR3hsAmr OO.Apy.1[ 399m 3a9m 45om ems Woos n9a aoa 35427 hos n n Tisa Nea N/a Nun 6mm OPENING,WHEN IT IS LOWERTHAN THE MULLION
1AmM1®]3•iMn ot.rQlaSAm•flp.lOb.25 imm Tena 1BOb in9a 7S2fa moa eeDa wA t170a HB14 Bwa te91n Nen e6sa tt70m CAPACITIY(FROM THE TABLE)OF THE SELECTED
eAmin.®2n•99n.ot.6R7hsAp.tlO/p10.]Y. 11i0a t110 1ba 95827 Thea 128127 wA BIOm NM tos9lb wA +3ma wA 1N2a 1MTa tNOm MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. f'RODUCTREVISED
FIGURE 1: 15Ymewith
OWN be M."
TABLE NOTES: I" ee
A-pb04sg9((0.0218-03
• 1)SEESHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET 26 FORINFORMATION ON LOADING. imlmDme 405)
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
By
FIGURE2 )
2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. M� DNelh114r
111 I I l l f A A
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23. '125• `1 t;3•(L....,ATI(( ���
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 30. ;`•a0u.•��OFi1SE'�F?
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS :: '•.-�IJ�
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOWAND GROUT-FILLED 3•�• I No.5V105 '
FIGURE 3: CONCRETE BLOCK UNR(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED n.4 ��C
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE W63T6ANO BEA MINIMUM OF.iZT
THICK.STEEL STUDS TOBEA MINIMUM GRADE 33 PND.045'THICH 11B GAUGE}STRUCNRAL STEEL TO BE 30'BAY _
LEAST.125'THICK AND PSB.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND MULUON .n LATE OF t 7.
THE MATERIAL.010&012 ANCHORS INTO WOOD MAY BE STEEL 18-8 S.S.OR 410 S.S. Uz< •;FLORL�1:•',
C \ .
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. Y.�L1NN)•1`h)i�MRtV�0 1�
R.P.E.
A.
FL P.F4 58705
TABLEI6A �A
Mullion CapachipTable 7
OpsnIno Wath(7Drwill •SPw551O Ifull1m)or Op.nln0 HSIpht(DrivilMeyapamii0 mU1Drc) r'isC
801. 80In 70N1 501. 1 901. lwtn 121N 140N 180la
RKUWA., 75461,111M P-c14ep141 T.pfd.Q. RKl.pd. inMSYV. P-a-alu Twad.4 Peet.yb I MwTd. ibN4l.au T.IYILM R46.roa. Tnprrd.p. iLGen0f, TnpTde R.cWgb T1.NTd.IB
4005•/a t.•aro I..ero L.•aro I..anB L.�ro L.aaro L.earo waN9 Lft 1..010 Nano LO.aro U.&O Lag I.... La.ana $L.mro L.44 �Y S
BAYMULL
oilI 11h h 11111
11 _ i � N
42N 17017 620 117DLO 4ss 170,0 ru 170.0 470 1700 ma noa sm IMAJ oe I 110.0 4019 Iran 1710 170.0 I s1 170.0 1 I240 1700 szt no.0 nye 110.0 sl Imo nss TEDD 521 160.3 tm 174o sl J
401, 1740 770 170.0 524 170.0 NO 170.05N 1700 CVL 1740 mo fm0 1131 170,0 ml 1740 1275 1740 W 'IDA 1417 1740 am 170] IN? 170.0 eso IID] teT/ 1700 BSO 12x} 1817 170.0Seo tl N
54ssin 170.0 717 170.0 701 Imo ase 1740 off 1740 IM 1700 mt 1709 Nay InO M Imo INS 170.0 717 1700 t/N 17017 Tm 147.1 nn 170.0 Tse 140.1 Ess 1raO Tae 1180 1552 imA im LU cE O
5117 170.0 717 170.0 012 1740 ON 1700 aH 170.0 ilia 170.0 701 170A 1275 tm0 005 Imo 14M 1700 emu 765] 1N5 170.0 am 1403 1455 1m0 701 119,6 few 170.0 401 079 1455 170.0 801 1� m
wN 170.0 ON 170.0 701 170.0 100 1140 707 170.0 1240 170.0 ma ISM 1780 im0 M 139.7 nw 170.0 CBS 1747 1780 feu Da 1401 1180 157.1 BED aA 1180 147.1 Cs 799 1780 157.1 On 9
WN 170.0 950 170.0 745 170.0 tin 1740 DSD 1720 1217 170.0 BID 142} tM 1616 001 125.7 1247 1S2o 945 114.0 807 140 052 BSO 1217 iS42 ON efA IN? 05.7 US 712 1247 1557 W5 M W �
80N 170.0 274 170A 700 170.0 1100 170A Ow 1144 1/80 1617 BED 1209 1180 147.0 045 ft5A 1100 1540 me 101.0 1100 1741 CII eee 1180 1185 e9e r4] 1100 110.1 600 040 Itw 1141 103 ? �Z
aN lata 1010 149} an 1N3 Iwo 7413 650 115A 1010 127.2 842 101.0 fw0 1147 an 646 1010 1053 017 she 1010 089 IM a7] 1010 80A 1S5 07.7 1010 57.1 110 803 IDfD 0.7 710
EDN 157.4 We 141.0 M 1143 BOe 130 775 141t6W5IA
701 SSA 970 061 715 70.J 906 u] 759 70.7 am a" ra 573 1m Tu 718 10.1 000 71.2 NO 1x9 0 5 740
Q V-•
EDN 127.1 eel 1325 751 105.0 Ni 11u 750 we TLS IRA WI 835713 709 Set BIA 780 809 061 759 B04 630 mf 00.1 mi 141 001 au 575 10.7 691 657 62 Q -g( C
OON 4011 618 659 671 640 018 721 361 641 551 51.7 6N B41 515 40.0 M 809 657 41A eN 479 No 113 Ne 41.5 519 a3 W 352 511 N9 617 569 S(U Q fill
� G
91N 00] 555 70.1 We 588 We 541 100 441 Iw O.5 baa I5A 4n 579 M NA 470 31.1 em Y.1 410 NA 015 33A Nil N] M 545 452 213 Sea 26.7 NT N Lu
479 N9 449 405 399 NO N] Sa 31] 393 a9 44O 31.7 357 248 NB 20.0 302 400 N9 241 377 20.0 N0 727 3640 17.1 N0 701 701 140 NO 169 359 ILI
711 N u.l 425 gMA
m 50.5 425 179 379 31} 373 403 428 241 357 213 M a] 370 40.1 N6 249 356 159 /N36016.0 4x5120N X0 3401 31 a.1 381 aA 3a x19 3N NA 351 2x3 317 10.4 381 745 313 173 364 147 380 Q � Q O C
INN 202 253 3 1u 251 17.1 330 gz�•Q V
TABLE16B ANCHOR CAPACITY ADJUSTMENT FORMULA:
AncharCl acl Table 1 ANCHOR DAP.,e,�, a
ape.aet. tie cau.s 1St aro. Ruwwu 8080080 PTribaO 1.0616 (OP,,,)X( }=ANCHORCAP._
QIC Hoo V4'6S Elco NIC EIw V4'68EY./1081.0 112614a /1x91.6 MUWULATO OBTAIN
Anch.rC6p P1tlem1 ArobTrp. YtC Enl2aee. UP EIm Unacm YtS'EkeUncm 1M E..Unam
tlw.cm A9pn0.l.r uen..n AOPKebr ecmlmsl 06.0(45) 9..1(051 USE THIS FORMULEW ORRESPHE IN O
Eaw WlerceBnr r z-+rr 1• A1? sf2• r aIW t• 2-Irr r }ITC r owe• o.6u D}N• ACTUALCAPACIPRESUIRE REQUIREMENT
FORTH AN
Em .dmf 1-W4• WV 1SV• lyr r 14W t-vu 1-vr TOP 1.114• ave r 1yr a1+C rro. OPENING.
.WHENREREOWERT]AN THE MULLION
961.1..05•M.D.c.iQ121aAro.t]p7ai0tY. 39070 37017 19017 60970 110017 ziDm Mons 35170 Tum 3Nn false gun 31170 Inn mon OPFNWG,WHENRIS LOWER THAN THE MUWON
4.017170 03}•L9e QA:I QILl5An9Y L3A/0U.2k Team 18017 nom 701017 x5017 61017 66017 wA Nam Hen Bean fenm men 70570 117070 CAPACITY(FROM THE TABLE)OF THESaECTEO
1AnrTm®zn•f9n oA.7ta7.5Aror gp70y.35 tram 11011. 177017 a/an 05470 Iw Non wA 180970 wA nam wA 40017 171170 +mom MULLION.R WILL YIELD A MINIMUMANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACRYTABLE PRODUCTItEvism
f1DiWfing O awFtmta•
FIGURE is
TABLE NOTES: 'A"!.' nmNOi -0215.6.9
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ES i1elNn Dae ZD2I
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. By
2)4FJt
NR INTERPOLATION BETWEENMULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mt FuNn
FIGURE 2:
3)Ml1LLION AND MILLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23, 1.11 a.(LYNN h{T�i7ji�
• • . . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125Q.Y
``"'\'•�:••;OENSF'(�'P
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _%; No.58705 •�
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SWILL BE PRESSURE-TREATED = -
1 s YELLOW SOUTHERN PINEWTTHAN SG OFO.55.ALUMINUM SHALL BE Wa3-T5AND BEAMINIMUM OF.I2S = :2K-
THICK STEEL STUDS TO BEA MINIMUM GRADE a3 AND.OW THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT ;-U A.
lf vL
LEA5TA25'THICK AND A36.ALL ANCHORS IN TO METAL SHALL EXTEND AT LFAST3 SCREW THREADS BEYOND '� 3TP3E -
s THE MATERIAL 01081512 ANCHORS INTO WOOD MAY BE STE0.,16-15SS.OR 41055. ',niCc�'•,F'7 O1BOP.•`(j�
ANGLE CUP(FIGURES 1-3)MUST BE USED W PAIRS
A tYNNify1�FL.2R,b.E.
FL P.E.q 5870.5
I-1.00D.ti I-12sr-•1
-•I,.000• 1.0or -- �y¢Ij,�y '
--)1.000 r ^•)1.000(" .125 .126• f-1265--I 5> 0
Y D
2
2.7� .125 212`+ .125' 3,188` Il
.125' � .125 .125'
2000' .,25• 2.000 •J.• L T L 2�• 2,78' a fD
L L T .SO.500" IIL .125' ZN E N
I .800' I O W
I'X2'X.125MULUDN 1'XYX37SUUWON ,'X2.7S•X.37SMULUON V X2.75%.650MULLION 1'X3.125'XXMULLX)N 125X3.16SX26SMUWON 1.2SX2.11'XJ2SMULLLON N
6063-TS ALUM. 8063-T8ALUM 6063.76 ALUM. 6063-TS ALUM. 5063•T6ALUM. 6063-TOAWM. 6003-TSALULL
%SECTION %SECTION %SECTION XSECTION %SECTION %-SECTION X-SECTION m N 0
O 0
y
I IN
Ir W
TABLE A
STANDARD CUP 2XSANGLECLIP g
u I ? f
6063-T6 ALUM. 6003-76 ALUM, ABLE ion Value Qn) For MuiBon:
2000 I XSECTION I 2125 UCUP 2000• XSECTION A 1,625 J a z
1'X2X.125 Q J •'
.125 I 6%SECT10NALU2 L .126' Alturflnum
C 0.895 Tuba Mullion Q �O IfN YYZ
r' D 0.740
4
,25
- .740• A 1.126U)
VXY%.375• �
B 2404 6.5001- AluMWM
3.,25-1_CCTHERETo .376, I� -S.00r � C 0'035 Tube Mullion
.375 DNEATEPCLR.SEE MRL
4 I 375 MIN. I� D 0.480 Q 0 C
MIN. OETA0.F.SHEET4 I --L 0_
r_______�
338•MOL A 1.675 _ 'Roo
•______________ ____ B 3.000 1'X275 X
----------- I I It A A I U-CLIP . --I
L063-76ALUM. ________ _
2X5ANGLECLP C 0.767 JT5AJUTrJAWr
TOPVIEW 5063-TB ALUM. D 1.118 TkIt Meson
STANDARD QIP CENTEROF ANCHOR HOLE MUST LD:WITHm THE TOPVIEW E .450 MIR
606376 ALUM. GASHED BOUNDARY.SEE SHEETS 5-17 FORTNE
ZMTHT.-DA-3-M-ED.-
EROF LEMUSTLIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE MAXIMUM ANCHOR A 1.312VX2.76-X
BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER ANCHOR DIAMETER.UIS. B 3.000 ,BSr
SHEETS 5-17 FOR THE ANCHOR O.C. WLTHIN THE DASHED
DISTANCE.MNOMUMANCHOR HOLE BOUNDARY.SEE C 0.478 Aluminum
DLAMETEFU ANCHOR DIAMETER.IHS. SHEETS 5-17 FORTHE D 0.838 Tube Mullion
ANCHOR O.C. TABLEB
DISTANCEAXIMUM MPGT PMO I'2000 I'X3.125•X mROOUCFRSVISHD
5.500• .375 ANCHOR HOLE e
Mull dmBDN00(sheet#) B 2637 Flyiry xiW el FtrML
DIAMETERANCHOR Mullion Std.Clip 01feet Clip ILClip Angle Clip .500 Alum aelline Cb6e
.375' MR DIAMETER IHS. C 0.863 Tube Mull16�Z9�Ql
MIN. V XY X.,25(6) 66WS 688113M SEW IBM 668243M 668SIlM D 1.137
I
______ __________� 1"X2•X.375(6) 686000 OW114M SWIII9M OM44M 6GS512M A 2.825 e
T y
I 1.45X3.185 Mien Dobe hoducu
I i 1'X 275X.975 m 66607 880116M fi8B1120M 666245M 668513M B 3•� %,285 Alum
P X2.76-X.650(8) 88808. 668116M M1121M 668246M 666514M C 0.662 Tube Mull
B 1'X3,125 X.505(9) 66837M 6887116M 0661114M 666242M 666516M D 1.782 120'X211'
1.25 X3.185 X.285(12) 68841M 8081117M GNII13M BUM41M 66018M rA 1.813 � � •-'�t�'
.121•Alum
------ I ------J 1.28'X2.11"X.125(18) 69370 WA WA WA 686517M Tube Mui :i.;: Iyo.58705
OFFSET CUP NOTES:
C 5053-T6 ALUM `'0 �'CU l�• /1
.125 I TLIFVEW 1)HOLES TO BE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 'A SIA
4 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE iCSSI1A4
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS LYNNn�ryrl�16lJ�FB,
PL P.E.#66705
-+�1.000• 1.DOO•r- .083' 1.062'-•1
740' 7Pj,�•p
.385' i £.{
.06r IT I
.067
,433' I I I I V
4.000' .iZS STANDARD M p
1.007 4.000' 2.625 2.000' I 6-�N• I I BOB3-TBAWM. 2.. 06178 ALUM. sY
.125 JII. L k
.125 %SECTION XSECRON .125 N m
.125' -125' U) ty LIDAND
r tV IL
12SJ 0
125 CENTER OF ANCHOR HOLE MUST UE WITHINTHE J W
375' '1 376' DASHED BOUNDARY.SEE SHEETSS20 FOR THE
ANCHOR O.C.DISTANCE MAXIMUMANCHOR m K W
HOLE DIAMETER:ANCHOR OIAMETFA�V16. - W �O
1•X1•%.125• 1•X4•%376 1'%{'X376 5,500• m N o h
MULLION MULLION T-MULLION CUTHERETO 5.000' 3TS 0 N J
BOB17fiALUNL fi083-TS ALUM, 6053-TB ALUM. 1125�y
%SECTION X-SECTION %SECTION S. i--CREALF.SMEEIIII '�S MOL (n J
MIN. 1 oETAILF snt>:74 � � Z - 7
1.257 1 �6' r_________ ___________T ,375 Z W1 e
r_-______.1 r.___-___� CFMEROF p ul
I I I 1 I ANCHOR HOLE I I MIN. J d Z
1.257 11250-
THEDASHED
I I I I 1 MUST UE WITHIN I I 1. J
I I I 1 I BOUNDARY.SEE I I{ SHEETS 5.20 Z
2875E ___ I -_ I F THEANCHOR OA. -__-____ Z3.94' I I 1 iSTANCE
FDIMA%IMUM y3.250• 3.2ANCHORHOLE KANCHOERR0 1100• .100• L ------ -------� `---------------------'DUMETER�UIS. 2XSANOECISd' � £ LIE BOBu1Ta8 ALU 8081TBALUM BLEWµ
-(•1127 F-1 ^i.627 1- ^i.820'Fes-• Z=NHE DASHED BOUNOANCHORHOLEUS SEE TOPl1EW TOPNEW
1.25X3.25X.f07 125-X 335•X.824• 12SX3.94'X.624• SHEETS 5.20 FOR THE ANCHOR O.C. TABLE TABLE C,CONT.
MULLION MULLION MULLION DISTANCE MAXIMUM AN
HOLE TI
Value on)ForMulllon: Minnow"Value on)For Mullion:
600.5.75 ALUM. 5005-71muM. 6065-TSALUM. DIAMETER:ANCHOR DIAMETERS 1116. T 1{• F 1.036 125't
X-SECTION %SECTION %SECTION 1.000 ,125 G 0.500 X.624•
3.469- 5500' -{ 2660 "WlAJ=Io H 1.438 Tube
MA
---\ 195• .375' I 376' 3.000 T6.MuBbn 1 1.250 7u6e MMbn
IIIV •II -CIII/1.8� .__ I MK 3187 1'A4•X F 2.825 1.26 XaYP
' 1.37Tj1 •125 1 0.757 .315 G 1.125 X.021'
�___ -__� �_______� 2,430 AOanOren H 1.500 ANminum ODUCTREVISCD
I I I I 3000 Tube B'T' I 3250 TUM Mullion
s; mplYias.iO OroflvLL
I I I I I 2'150 1.7b'X325' F 2.813 37 Bo MW Ou0dulg 0ode
.126' I 1 I I 1 I 0.750 X.107 F 2876 45'B MIA AcaplenmNo(fr0218.03
.125 45' 2257 i i I t i J �0 Q•�• 1250 Tubo MWbn B
i I I i H i MI Dade Pmdxl
3.2 BAY MULLION I 3.267 I I I 1 TABLE D
13W'BAY MULLION I BD81T6ALUM. L-L____-__- 1 L_ _--__i Mull Dlmanalon POTPaH/ 170-16M
���`7 IYHN Irr�i
8063.76 ALUM 1 / X-SECTION I pnntU Mullion 614 clip O11rlClip BB CBO ptL�.•••••••M�<<P,P�,��'
XSECTION / 1 10%4•X.125(f0) BB38/ OB0111M 6687122M 865510N >�;•�CF�SS •,..,T i
T .125 G 6061TGALOFFSET U7Al 1'X4'X.37S(11) 66810 586112M 6681123M G66512M He.50705
.226•J{-.(ret'-� •�6• �.881•� TOPVIEW VXP X.375.7 ry1) 6W83 66B112M BB61123M 6651YM
NOTES: •740• E 1.23'X325'%.100•(13) 20150 W01127M M117AM 065115M = irk
-
1.25'%axs%.824'(14) 20181 866112&,4 fiWi125M 6065116M �•p' 0 �^1)HOLES TO BE DRII l ED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. TE f •(15) 20162 8881117M 8081126M 80B517M ��'�. 5 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 30 DepRo rye) Bfi61B WA WA 55110M .<` •..... ?:3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS 66850 WA WA 65111M ' NOIf)'(yl(I11
FL P.E 58705
TABLE E p
Mull Dlmenslon PGT Pert# a Qxa
(sheet$) Mullion Std.Clip U-Cllp Angla CIIP f x.725' f -{r.12s -{I•-,126' r
2•X4•X.25(16) 66602 668261M 668271M 8665112M I I t�
2"X X.25'(17) 66604 B66202M 6692MM 8665113M I STANDAFtOCUP I U-CUP I 2X6ANGlE CUP pp ^ p
6063.76 ALUM. tOBlT6 AWM 6063.76 ALUM tiL'
2.000' I %SECTION 2.12`• I %SECTION 2000' %BECKON
NOTE 04
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .12s .125 L .125 8 m
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 7 03 �N� W
2)SEE SHEETS"20 FOR SUGGESTED.APPROXIMATE I O H
1.480
3)S E LOCATIONS. 1.490' J W
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
.3755.500' CUT HERE TO. m y
2.000• 3.SOD•�-CRE TEE-CUP. .375 f GOOD'
FF II .376• LU U 'o O
.37b' MOd• m Z M W
MIN, SHEE14 MOL O m J
UJ J
______ _______- z 7
i________ I I T_____________________T z W m
I Ir
I
nz
a.000 f -i-- -- --- 1436 f r aa3s f }-------
.250' rx4•xaa• I I I ¢ N o
MULLION I 3.438' i i 1- z yZ
6063•T6ALUM. m e
XSECTION I I I .3. 2 y �
:_ ______ ___I___ MIN. W O
_______- F _1 N
STANDAROCLIP U-0LIP,BOBS T6AWM. ZXS ANGLE CUP a a Q Q
CEME TNEANCHOR HOLE MUST LIE 6063-TOALUM SED FOR MULLMSHEETI6 CENTER OF DASHORHOLEMUSTLIE 6063•T6 ALUM p• Z m m
.255 WRHINTHEDASHEDBOUNDARY.SEF. TOPVIEW TOPVIEW WDHINTHEDASHEDBOUNDARY.SEE TOPVIEW m•YO s'.O
SHEETS 5.20 FORTHEANCHORO.C. SHEETS 5,70 FOR THE ANCHOR O.C. € it me
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MA)aMUM ANCHOR HOLE
DIAMETER:ANCHOR DWAETFR•VIT. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DUMETER4 VIE%
SHEETS 5.20 FOR THEANCHOR O.C.
5.55001 DISTANCE.MAXIMUMANCHOR HOLE
3.600' CUTHERETO DIAMETER ANCHOR DIAMETER•1/16'. 5.000'
)--2.005--1 .375 -� CREATE F4XIP. ,375
MIN. f _SEE DETAIL F. MIN. f .375
r SHEET4 MM.
i_____ __ ___ __ _______i
.375'
I I I I I I
I I
I I I I I rrRODUCI'REVISED
I I PITIn9wilhenFlai&
I I UuildinH Code
I I I I I 'Mi.
I(o-021$.03
I I E 'Mien Ome goal
I I By
yam. 6.Om f _I_ T_ _- 4.888' f r 5.438 f +-_-_-_-y MI I ednq'
' Ill ll 111 r1
I I I 6.436' I 5.435 � I
TX6'X.2S 1 I I I •` t�'LlCEN6t'••�F9
MULLION I I I I �•
6093376 ALUM i I i I i j _ No.58705 -
XSECTION I I t -
374 = ;
MIN.
------------ ----------- -- -- `------------------ 61 E
r
STANDARD CLIPL 7X5 ANGLE CLIP
.250• 6093-TOALUM 6081TSALT6ALUM. 606la ALUM. ��i jS�Ol\A�-�'`�•
TOP VIEW USED FOR 2•X r MULLION.SHEET I7 TOPVIEW rll tl�
TOPVIEW A.LYPGS F.YIL'L�K P.E.
FL P.E.#58705
I
i
I
i
I
EXAMPLE It SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH 152-114'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF.-
ND/HdIGRS OI HEM 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72*AND THE OPENING WIDTH IS 3Y+32N'mSS.REFERENCING SHEET 25,THE COLUMN USING IL
+�
--- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABWLES FOR A MUON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114•AND WILL MEET OR EXCEED THE REQUIRED Pd F
DESIGN PRESSURE OF 460.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE USE THE NEXT LARGER SIZE AVAILABLE
sEE SEE FROM TABLE 3A.SHEET 7,THE 1`X2.76'%.375•MULLION(LENGTH=7T,OPENING WIDTH v 70•)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 41-58.3 PSFAND WOULD 0
FER TN DI,EIITSs NOTBE SUITABLE FOR THIS APPLICATION. R 4
APPIRwAL 2a °Y
\ FROM TABLE 4A SHEET B,THE 1'%275'%.850'MULLION(LENGTH=Ir,OPENING WIDTH=70-)HAS ADESIGN PRESSURE OF 41.727 PSF WHICH EXCEEDS THE REQUIREMENTS FOR 741E u
>r OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 USE,
MULLN
ITN 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CUP WITH(4)012ANCHORSANDTHE 2X5 v ON m
4 4 ANGLE CUPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASTER TO INSTALL. z N 1y
3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEML THE LOWER DESIGN PRESSURE OF MULLIONS OR FENESTRATION PRODUCTS WILL 9 W
BMffTS APPLY TO THE OVERALLASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED INACCORDANCEWITH THE J AWL
93 INSTALLATION SPECIFICATIONS'NTO RESPECTIVE SU8STRATESANDFENESTRATION PRODUCTS TO MULLION, CR U)
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS 41-WO PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72,7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W 0—
THE
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHORCAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF co N
�wTM vnOTH (60 PSF)X(72 Pte)=524.8 LBB (MAY BE USED TO QUALIFY 11110 STEEL SCREWS FROM TABLE 4B) _J
IV--------aa Z i M�
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH 152318•.THE OPENING REQUIRESA a -(L
DE SIGN PRESSURE OF-0.01-55.0 PSF. „=J z
Q d
FOR THE VERTICAL MULLION: Q
1)INITIALLY ASSUMING THAT A I•WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32+77N=105-AND THE OPENING WIDTH IS 36'+36•+1•-73`.REFERENCING SHEET 25, Q 2
THE COLUMN USING RECTANGULAR LOADING SHALL HE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEASTTHE WINDOWFRAME DEPTH OF 2318•ANDWLLL Wa pY�
EXAMPLE 2 MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-50.01-55.0 PSF.IF THE TABLE DOES NOTSHOW THEEXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE, y J
OL
FROM TABLE 3A.SHEET 7,THE 1'X 275•X.3T6`MUWON(LENGTH=108',OPENING WIDTH=80•)MEETS THE DEPTH REQUIRED.HOWEVER THE DESIGN PRESSURE IS 41-15.1 PSF K Yoy
MWLL WIDTH--'r AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. V 4 Ul 3
FROM TABLE 12A,SHEET 16,THE Z`X 4'X.250'MULLION(LENGTH=108•,OPENING WIDTH=807 HASADESIGN PRESSURE OF-1-64.7 PSF WHICH EXCEEDSTHE REQUIREMENTSa Z N U
BEE FOR TMEOP(OBNGAND MAYBE USED IN THIS APPLICATION.NOTE 7HEAWCMOP CAPACITY REQUIRED OFBTI LBS p
SEE
3.
DETARB, $K 0
SMEETB BECAUSE IT IS NOW KNOWN THAT THE MUWON WILLADD 2'TOTHE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH 1536`+36'+2•=74',NOT73'AS PREVIOUSLY -&�a-
1 FEHEBIMTKM
IIIIr PrtaDucTS 2a ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
APPRwN �- THE 73-DIMENSION(35-12•+35-lr^2173•I.
2)USE TABLE 128 TO FIND THE ANCHOR TYPE ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE ASSUME THE POURED
VERTICAL , I CONCRETE HEADER AND SILL ARE B`WIDE IF THE MULLION CLIP WERETO BE CENTERED WITHIN THE 0•,CARE MUST BETAKE TO MAINTAIN THE FASTENERS EDGE DLSTANCE
MULLION - USI NG THE STANDARD CUP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2•11rGIVESAN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
LENGTx SEE —.E THEREFORE SUITABLE,FORTHE REQUIRED ANCHOR CAPACITY OF 071 LBS
MsIF�.M 21 21 FOR FOR THE HORIZONTAL MULLIONS:
HOGHT
FOR
N BECAUSE THE VERTICAL MULL WILL BE A 2•X 4`X 250`MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS.ALTERNATIVELY.ANOTHER
FOR
MULLION TYPE COULD BE CHOSEN
NULLIGN 7T PRODUCT SEW®
S
1)THE MULLION LENGTH IS 36`AND THE OPENING HEIGHT IS 32`+72`+2•=1D6'.REFERENCING SHEET 25.THE COLUMN USINGTRAPE70DAUMIANGULAR LOA LNGMAYBE 71yuy�Ih fb°FIwH
0 ldi'o Code
USED.FROM TABLE 12A,SHEET 16,THE 2`X 4`X.250-MULLION(®LENGTH=4S.OPENING HEIGHT=1201 HAS A DESIGN PRESSURE OF N-170.0 PSF WHICH EXCEEDB THE A—pl—11'6.021 D•03
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. ppua6y,pye 20¢(
BEE
DEruls. 2)USE WDE.IFT E I2BTOFIND THE RE TO B CENTYPETEREHOR D
THE
ARREMUSD CLIP BETAKEN
FORTHE CMU SUBSTRATE(EDGE DISTANCE.
USING
GTHE X5 MU ANGLE
CSASEI Oy
snEETe WIDE.IF THEMUWON CLIP WERE TO BE CENTERED WITHIN THE B',CARE MUST BE TAKEN TO MAMTAINTHE FASTENER'S EDGE DISTANCE.USINGTHE 2X5 ANGLE CLIPS WITH M' Dodelm0ud
(4)3116•ULTRACON ANCHORS AT AN EDGE DISTANCE OF I`GNES AN ANCHOR CAPACITY OF 540 LBS WATCH IS GREATER,AND THEREFORE SUITABLE,FORTHE REQUIRED Itl tll if
ANCHOR CAPACITY OF 521 LBS. ``�`��QN•(LYNN Mq� �
I—34•.NGRR.�4•_,3e•,HORM 4)FOR THE U•CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 USE.TABLE I2B FOR THE U-CUP SHOWS THEANCHOR ; :'•1,1GfNSF'-,•9 i
III�MULLIENGTN INIAL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WH
� ICH IS GREATER,AND THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY RC-0UIREMENTOF 521 UBS.THE
OPEwH mR TaRYO1nDILMvu ANCHOR TYPE IS A 012 STEEL SCREW. Z i1: Ho.53705
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS
+1.642 PSF FROM THE VERTICAL MULLION. � (Y_
+1-170.0 PSF FROM 36'HORIZONTAL MULLION ATTACHING CMU; ;;(1,;�• %10 I fU�
+A170.0 PSF FROM THE 36`HORIZONTAL p1
I�MULLION THE VERTICAL MULLION ��'•, SA O
THE LOWEST DESIGN PRESSURE IS-/-64.7 PSF AND WOULD APPLY TO ALL OF THE MUW ONS. �'Ct(S••,A(Oft10P.•C`�j1�:
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS ORFENESTRATION
PRODUCTS,WILL U(I,APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LY(4N MIP.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P E.0 58705
EXAMPLES OF RECTANGULAR LOADING• EXAMPLES OFTRAPEZOIDALRRIANGUTARLOADING:
I
PW
PW PW €d
I k5'
I
1 �Y
1 E m
SHIDH SHIDH SHIDH SHlDM 1 PW FW N � F
4 i 0 mN w
gg
/ / / o / LU a O
LOADING OF VEFITICAL MULLION LOADING OF VERTICAL MULLION j / O]
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTWG HORIZONTAL MULLIONS
/ fmD
a HINGED
DOOR 7 �
SGD _
LOADING OFVERTICAL MULLION _
LOADING OF HORIZONTAL MULLION
PW I LOADING OF HORIZONTALMULLION Q~ d �
P"! QX� 6 C,
PW PW W W 1!Z
I I I I I PW w A 8 8
PW
4
SHIOH SH/DH
C
SHIDH SHIDH Z
I a �O sC
/ / I SHIDH
LOADINGOFVERTICALMULUON LOADINGOFHORI. .MUWON I /• �� d
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
PW PW HR
I
1 LOADING OF(2)HORIZONTAL MUWONS LOADING OF HORIZONTAL MUlUON LOADING OF HORIZONTAL
1 MUWON
1
PM HINGED
NOTES:
DOOR PW PW I �etGOULT REVISED
I)DRAWcamp yind�ri
1 Ih Oo Ffaid�
I I M
RERESEATIONS OF TYPICAL Acmr SCm
PW CONFIGURATIONS. aNdeo
p
I"1 Dne ?DL7
PW CONNURATIONSNOTSHOWN
MAY BE EXTRAPOLATED FROM MWn' hod�a
THOSE SHOWN.
(� I 2)IF THE LOADING TYPE CANNOT
!!!
RECTANGULAR LOADING. � t�O•..G..E.H.S,
•.•Q
PW PW 1 / •.'iY��
i S)SEE PRODUCTS'APPROVAL FOR Z N0.50105
I � ACTUALANCHOR LOCATIONS.
LOADING OF VERTICPL MULLION LOADING OF VERTICAL MULU (� '
PANEL OF HINGED DOOR IS NOTCAPTURED MULLIONS
ANCHORED WITH INTERSECTING HORIZONTAL MUONS j `r �';�• Q��6
ST NC OF '•�!:
LOADING OF VERTICAL LOADINGOFMDRIZONTAL ALHNF{)��}yFRI'A.E.
MULLION MULLION FL P.E.p 68106