HomeMy WebLinkAboutProduct Approval 5/12/2016 11 :23 : 49 AM Lisa Wilson 941. 480. 1900 Page 2
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MIMI® MIAMI-DADE COUNTY
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.miarntdade.eov/eeonomv
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION:
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 Miaini-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.
TERMINA'T`ION 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 NOMI 14-1105.01 and consists of this page 1 and evidencepages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0218.03,
CMIAMFEDADS CRD ' NT7 Expiration Date: May 26,2021
�!f*!r! Approval Date: April 14 2016
Page I
5/12/2016 11 : 24 :01 AM Lisa Wilson 941 . 480. 1900 Page 3
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.OS)
2. Drawing No. 630038, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
.through 25 of 25, dated 08/29/11, with revisiori B dated 10/10/1.4, 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 5'n 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.
Manue
Product Cont of aminer
NOA N 6-0218.03
Expiration Date: May 26,2021
Approval Date:April 141016
E-1
5/12/2016 11 :24 : 03 AM Lisa Wilson 941. 480. 1900 Page 4
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.
Manuel ,P.E.
Product Contr.1 E miner
NDA No. -0218.03
Expira tion Date: May 26,2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE
MISSILE IMPACT-RESISTA14T PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES............._......_...1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ANDARE TO BE DESIGNED BY OTHERS. WsTRu.TIONs........................1 a
FIGURE 1: ELEVATIONS.........._.-....__.......-_.I
MULTIPLE ---oPEMNG WOTN FOR VERTCAL WLL wgCMes To of 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD........................2 u�
t —�—II HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL M STALL VI 6 NA6IES Y_-..._,.,.2
MULLIONS I GEL OETAL6 I IN1:CR10m IN61DE IN9TALUl10N NOTES.....__..._�...2
_` Ao O.H: s1 DTTANGUTAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP- MUU.TO MASONRY.......-------._,3
SHEETS 2a MULL TO STEEL STUD...................3 N
1 - 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W IN13LOADS CORRESPONDING TO THE REQUIRED MULL TO MULL._..............�............3 b m
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORETHAN U1R0.THE 1/3STRESS INCREASE WAS NOT USED ANCHOR GPECS..........._._............3 G7
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALIFRNILTA7E curR...._.._..._.._..• z
BAY MULL IN6iAlJAT10N.............<
1 X2 x.125 MULL SPECS...............5 .JJ
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1%2X.375 MULL SPECS............e 2
INSTRUCTIONS. 1 x 275 X.378 MULL BPECB...._....7 w M [n
1%2.75X.65WLLSPEC8............6 Z 8 O
BSL DETAILS 1 /� / \I 1 1 X 3.12SX.600 MULL SPEC6.._....0 W 0
A7nRu o: Y / I 1 I / A CH.RA COMBINED WIDTH N MULLION,
,S ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PCONSID E6 AND O] /-
I I t \sFE D[TNLs ANCHORAGE FOR THE COMMON MULLION.SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER I%4 X.120 MULL SPECS...............t0 P F (n
HMEETG 2a I 1 A TMAU O: 1%4 X.376 TUBE MULL SPECS....11 Q J
1 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCfiORAGE TABLES.THE LOWEST DESIGN 1%�%.3T6 T MULL BPECB.......11 LU J
SHEETS 2.9 cd W
11I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25X3.150 AW MULLPECS A3
OP f%NG 1,23 X].25%.100 MULL SPECS_...13 L SPECS 14 Z z�
�T• HFI 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). '11.25%3.04X.624 MULMULL sPEcs_..16 C3$z LD
LENGTH HORIZONTAL 1 X 4 x.26 MULL SPECS_......._....16 z a ({ Z
See ITErAR E. MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST J
2 X 6 X Z5 MULL 9TEC5___....._.17
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SFIU.L HE COATED OR CORROSION RESISTANT Q
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.26X 2.11%.125 MALL SPECS....15
30'X 3.25 0AY MULL 6PECG.........10 (-
REACTIONS. 45•%0.26 BwY MULL BPECS..-_...Zl1 a O ^o
MULLION&CUPD;MCNSIONS..-..21.23 I- Z AO
EXAMcn
PLES 1 A 2.........._._............
FENEsTRATION 5)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S 24 N J 8
LOADING EXAMPLE......................
25 MAYLU
oc of AHYT 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING tu
Z
uuST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH
/ MANUFAGTIIRED A ~
iii RY Pl7T. UU
POT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT PPROVALS. Q U Z:.O
1 r- 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ rO�LLJ
/SEE DETAILS ��
I NowgDNTAL Aa,OJL QUANTITY OF UNITS WITHIN MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
IIF----- LuLTsNEETS za I WI WIDTHIHEIUHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS N/A.
N
HowzoNrwL—III
ANLL
LENGTH INSTRUCTIONS'
ADDITIONAL EXAMPLES OF MULL CONRGUARAHONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT'I FOR THE OPENING USING THE ASCE-7 STANDARD.
(—ovGNino w11TRH—I
r-Nailz-MwLLeN --I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PROWCTS FRAME DEFTER
'I IFWNATH I'- `, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTIINGUENS'OR'TRIANOILAR/TRAP¢OIDAL'.
OP6 NO - 4 FIND THE CHOSEN MU LION'S MULLION CAPACITY(LBS/FT-)FROM TABLES 1A THROUGH 16A.ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT x wish BD
d HEIGHT ) v PIYiS{YiiN IAS FI4PIAI
_
THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE BuI14mR Cd.
oPE TNG MULL PIFp MUI I ION CAPACITY ILBWT J OBTAINED SHALL MEET OR EXCEEDTHE DESIGN PRF55UFIE REQUIREMENT(LBS/FT'1 FOR THE OPENING OBTAINED IN AS�F?4_
t48H[IGHT LENGTH MULL d d d MLnL STEP 1). gL L �TN
5)FROM THETADLE USED IN STEP I)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIREDfLBS1.THISVALUE
REPRESENTS THE WINDLOAD i{RANSFEFIRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY.
OPENWGw1am 5)FROM THE ANCHOR CAPACITY(LBSI TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE x` ( LYNN I /%i
SINGLE MULLION SINGLE MULLION Pow vEwncwL wlL pN,......,-A(/((
,� OPENiNO WIDm ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ` 1`(` •OC,ENSF '•.F•P�%
FOR VEwnuL WLL CAPACITY IS MET.
SEE CORREBPDNONO DETAILS MULTIPLE MULLIONS `A�,'•'•. '�T'.
FROM FIGURE 1 ABOVE 7)IF THE MULLION CAPACITY(LBSIF7�OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT IUB-4JF7•)FOR THE No.50705 =
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS - -
VALUEA LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE _ - - ! (r
STANDARDS USED: ' t!
X2014 FLORIDA BUILDING CODE(PBC),5TH EDITION R)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION , 7E F .<V
wANSIAF6PA NDS-21712 FOR WOOD CONSTRUCTK7N CAPAG TY(LBS/FT'1 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTRE MILLED FENESTRATION ���` ,FCORUOP,.•,�j\��
�ALL)MINUM DESIGN
MANUAL,ADM-2010 PRODUCT ASSEMBLY. "p'�• `
:ALUMINUM
DESIGN
9)ODUCHIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. Cj�Ufup) �,A•E.
FL P.IE�.1#FI1618706
I
t1 I
OETA)C R: DETA)l B: MULLIOIt �g1'$
MULLION TO 2X WOOD BUCK MULUDn MULLION ATTACHED TO 9X DucA3TRu+ TYP.wncnoRatT �c j
OR WOOD FRAMING WOOD BUCK AND MASONRY AND PERS—TRATE,
(OFFSET CUP SHOWN) (STANDARD CLIP SHOWN) er oT `ilE`Rnx sEE SEE TASL£a 10-1�
1 6.E NOTE 1, N
I MUtLXXi SHEET s. _ �{ i }�
.. � 6 i + I i ry i I :�."::I.-�'`. .. "•��•�. � �ryN fpm W I
ERHER 1 I 1 2/2a POFtFgtE .p b i Mitt R.TK+i ':�•'•.' ...�'.r'+', EODE i
3TANOAND d I I CONCRETE OR CMO'1' J
OFsBETMUL4 I EDCE ® LOCATIONS I I,I �gEE DEEC TAglFS
CtW ANYSE OIBTAHCE i A W(ICO18TANCE 18.188
THF6 METHOD u d I I I SCNfiWa O ; II MX4H 8 m O I
1
.REa�L1Ax FOR '`d- SIDE VIEW J
ALL M—Nfl
ERHER TME w��
HTANOARDO
OFFSET MULL x z
IL-��+•�' CUP M11Y 8E g
EXTER{OR w n 4`� a INSTALLED BY z .yR■
TMBMETR00 8 a'S Lim
d DIaTAHCE `s t V'
FM
HoRY
' tl
"r+'�� THE OFFtlETC I8 AFJCMORS 9 •EC �
4I>< RECp1.y lEF$EOFOR F"'.Y d flN FUMED 1S 1qF
EXTERIOR � E O
,�Darru�o�Y W 6 w d � I
OTHER FRAAE TYPES. Q' W I
10.4
TYK CHOR TTRANCHOR
TTP.ANCHOR ///''''''���PER 3U83TRATE. MRSUD3TFUTE, g
P TAR STRATE. / me TA8LE8 T8.188 SEE TARL6 18.188
HEE GUOSTP Te. // 6T"
MTA." bOCRSTRR•
EMeeOMENT SEE TAILLE3 AND
DUCNSTRIP ttl-188ATTACHMENT
A y M
ANO -� , gY OTNER3,
DY OTHERS,E tEMeE NT' SEE HOT.1,
HML'Ni
SNEE71.
3eE T �
NO "
.• MM y.T A81CONGRSt.OR CMU'
SIDE VIEW FRONT VIEW PRODUCT nEVISLID i
PRONTVIEW os Atpiyi,g Lal 0.LgD15ta
Huild4ng Cade �
INSTALLATIONNOTPS, LIx�nRioD(>'Fe ljp2l i
Hy
T)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL HE BEYOND WALL DRESSING OR STUCCO.
ILII
T)QUANTITY OF ANCHORS ANOMULLION I SIZESAS HOWNPARTLY
ARE FOR PICTORIAL REPRESENTATION VYNM
FORRE TQUSETHEANCHORCAPACITYIS HOR,TPARTLY FOLLOWED.
.REFERTOTHOR To HETARL SON THE 4.,��t�pCt'�,...-,.,;kljj�,r
CORRECT G SHEETS AND LOCATION OF ANCHORS MUST HE FOLLOWED.REFER TO THE TABLES ON THE `w�,�'l-,•11Cf:NSk.• .,
FOLLOWING SHEETS.FOR OETASLS A-D.EITHERTHE STANDARD OR INTERIOR CLIP MAYBE USED, f�r�
-�'•
3)ANCHOR HEAD TYPE MAY BE PANHFJID,HEXHFAD ON FLATHEAD, No.50705 yP��=
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. y"O ' {c•LIT 16 CF
f•: - q
fy 1
S)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-RADE COUor
COUNTY APPROVED Q`t',. /pi11D��C�ti
ELCO ULTRACON OR ELCO T/R'S.S.AGGREGATOR MASONRY ANCHORS.
.,'SS/pNAi.
A.1.'('NN/iyiiL 'E.
FL P,E.0 56705
DETAIL E: i
DETAIL C' i26.M MULLION TO MULLION �A
MULLION DIRECTLY ATTACHED TO j� INTERSECTION NOTES
MASONRY STRUCTURE MUuION ` \(U-CLIP) 1)MAY BE INSTALLED IN^TEE•OR-CR
(STANDARD CLIP SHOWN) ut{4 t INTERSECTIONS, d
V
Its px�i
2)MAY BE INSTALLED HORIZONTALLY [[ii
TYP ANt:xDR (SHOWN)OR VERTICALLY.
6RHER TMe ! PER aUB$TRATe. r ' N
OPP6MVli 1 I see TABLES B-t36 3)SEE U-CLIP DRAWINGS SHEETS 21-23 yy'B In
cuP MAY ne I FOR CORRESPONDING MULLION, N F�
"TALLEOeY I COLE D16TANCE TOP VIEW
iNIS METHOD. 1 I� ..
FOR ANCHORS VARIES MULI.IDN
LLJ
4 1 1 1^I I S".0 ttiN6QR PRE-DtULL . Q--•')M fn
MULLIONANDVSESMS LU m O 0
EXTERIOR 4^p 4 MULLION °° a
EFOR OiSTANGE ^ THE OFFaI?7 C1Y+LS `'w ,�•� r
FOR MASONRY•.! REIOMMENDED rUR f 1` .Y✓�.-/Jy Z �
ANCHORS \� WIDONWS,B T MAY [_INTENSERI01! --� ,
ALSO eE Vim FOR DI:LIP O J
`r µy OTHCHFFNMETYPE EXTERIOR
TYP.ANGlIDR .4 F
.66 IIUsAT
TAMLES IN." 4 o
566 TABLES 1tl•13B LA
PYP.UOSTR SEE SHEETS31-23 FOS t7
DO(STRY PER SU6STRATE, xa.E I'LOCAT{OMa
µp 5EE TABLES 4d13q FRONT VIEW EWE Wry
ATTACNMENi D18TANOE T
SEe"OTR'S, 96E TABLES
EMBEOAt�Nr' .. _';; 860NNOT61. ', .'n. ;' :. •136 18 co
co
rnsrANe6 CL
MW 3.7 NS100NCRETE OR CMU SEE TAULES -1
1B-136
MIN Z.7lOi1C0NCfIETE OR CMU
FRONT VIEW SIDE VIEW DETAIL D: SIDE VIEW
MULLION ATTACHED TO
STEELSTUD
(STANDARD CUP SHOWN)
INSTALLATION NOTES, STRUCTURE
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •ANCHOR
/JA�PER SU6aTMTE. �
~ i�SEe TA6LlB YB-t36
2)QUANTITY OF AND OHS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION A. 3-SHEETS ® PRODUCT REVISED
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE x1.23 FOR compCT Ells E F)arNda
CORRECT QUANTITY AND LOCATION OF ANCHOR$MUST BE FOLLOWED,REFER TO THE TABLES ON THE xOIR Building Cqx
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CDP MAY BE USED. �` LOCAnoxa ALCLM^AP¢N61rs.�0/bL$,b3,
.•, MULLION Expini Ds1c Jffj2,)
3)ANCHOR NERD TYPE MAY BE PANHP.AD.HEXHEAD OR FLATHEAD. �
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. By
® Dada
5)FOR MASONRY APPLICATIONS IN MIAMI
COUNTY.USE ONLY MIAMN-DADS COUNTY APPROVED
~ EDGE
ELCO ULTRACON OR ELCO IW S.S.AGGREGATOR MASONRY ANCHOR$, DISTANCE
FRONT VIEW 16 on AND COMM-OS
VOTH HO BUILOiNO 15-1 LEs gip, t.1YPLV 11F
ATYAGNMENT BY OTHERS.
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW
NOTES. -):
�f Iu
1)FOR 2X WOOo-BACKED STEEL STUDS.WOOD Sq�• sri+ j6. cu
ANCHOR VALUES MAY BE USED. �}--. E
2)SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20.FOR QUANTITY OF SCREWS, A,l'YN P.E.
FL P.r.#E.#58705
DETAIL F: DETAIL G:
FIELD-MODIFIED MULLION CLIP DETAIL H:
ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
.EE MTOULS
SIWET52AN 31%*tEL:TAUATION SO. 4V w
—11 L"C�=
-------------
,—WLLUVf
TOP VIEW
SIDE VIEWT P
WMWN WITH PX�K.lw TOP VIEW LU
C� OD
EXTERIOR
FVRSU8STJH�
EXTERIOR
—FIEKIYOFITFIELD
2PfIKMULUON0M,W_f3TM
IIULLION
INSTALLED INSIDE OF MY WLL-
412-41-
MLIST Be I
I-ME OFNSTALLED MLIU-�
SW
DEE 1"LES 18-10k
INTO WOOD,
uOwo�'sTee" vyANDARD UPTOO. EXTERIOR STEEL._U.
ALto..cw on_SON" FACOIFIED INFIELD.
EXTERIOR
."O"on
r"O.
G) PRODUCT Rb-ISETII
-.—Plyi.8-uh a,.Florida
INTO V-00.STEEL. Rulldlna Cd
"L..GNU ON�y
CID 0
EWE
—T—e
PER DY
EI,ao NDKOR mi—I rftz".4ft.cY
DIST-lec-1 v
PERANONOR NOTES FOR INSTALLATION OPTION G&H:
NOTES FOR INSTALLATION OPTIONS F, 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION.
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26-X 2.11-X.125-MULLION. 2)DETAIL 0:SEC TABLES 18-14H FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE rl,11705
LOCATIONS. z: ND
2)SEC TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3)DETAIL H:SEE TABLES 158 OR 1611 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE -T'u
3)THE 2Y5 OLTP IS NOT SUITABLE FOR TEES APPLICATION. LOCATIONS,
TABLE 1A a.
A191ltan Co 9t Tabte 18
OPOnIngnp!h(furaenlcny nlnOm 4ona)w Opening HdBhS(tor lNri2uY9 'I>R nvAons) On,,
MkN 601n ION BON IMM �7+1�
Urwrr .rW ee�. a IWN 120h 140M fODM tl
n^Plln.na eml�w4a 7nNin.ep- td.cnrp.� 1f.Mnria lt.g4nplr inWnb O- R.DYnp46r Tnp719.nt. Ib.ergdr 7npRn4np. gaCWpi.l rnplMYq. RnCLe9dr Tn+pntW+p. q }yo,
1Y2Y.126 bediq lq.dP9 ladrq Ln4irp Lp m Loadtyl b.d4p twd- _S.. I.e46+a Isdn9 Lovdnp b.0ip L.pY,q L6.6n0 4wA,q L..anY lsaWp ,Y u
AW.Illen 6 &
lilTl
. a F II X. A a D t L' liM9III9n � _Fb. Yfy Al I �� H H H #14� 11114.111 ff i I$ 1 11111 J! 11.
M42hfill.. 4.40e I29S 332 97.2 408 IISA 323 7R9 406 IOTA 321 "A 4WIOC4 319 02.1 406 104.0 319 690 408 lao 3t3 - 406 t1H.D Sit SO9 468 SACC 30 38.0 Me IM.0 319
312 NA m 02A ]I2 7].1 312 68.8 S12210 me '312 e33 2M 41.0 312 61,3 244 37.6 312 Of.O U. 31.2 312 61.0 2M 26.6 312 01A 2N 234 312 01.0 244
26t 7" ZN 612 Sgt OIA 220 464 201 817 224 SAO 261 62.1 S22 316 Set 60,1 220 3t.6 281 48.3 2ts 26.6 281 4 4 219 alt 261 4 S 219 20.9 tet 41.3 219 247 67.6 207 43.6 247 4p.6 262 37,6 S4i 44.6 IID 32.e N7 114 1W 29.2 347 3OA 1M 26,3 247 36,4 /W 2f.e x41 30.1 to 1eA 247 ie,l 1W ItlA 2R 3Ll 19]xm H.2 1N S20 50 36.4 Np 27.4 290 at.s a0a 240 2a0 Sae 500 2I.S 4a6 3x,1 1W 1A2 308 Sols t07 ISM Sea 26Alet 27.6 101 30.3 102 237 161 2O.D f4s 20.7 tm 24.6 lq 16.4 181 }228 1N 10.6 /e1 21.7 N] US
160 50.0 142 T48 Ma m.t 1311 26.9 18e 23.f 456 to.O I66 zt-0 134 }
T41n 223 1a 2a3 120 t1.p 138 L6.0 116 IBA 129 fag lf6 US 2Z
IDh te9 12! f9.7 109 16,7 125 NO iW
78h 174 110 19.2 Id
TABLE IB Q o
Anchor Cmmcltv 76ANCHOR CAPACITY ADJU6TMENT FORMULA: o
410 Ib6 I(D M+J
Gwen 2-ca v<0 3.S5 ow�o. Hopo a ANCHOR CAP.,, ., N `-'
F4ne IAN PT Wm1 MSW {OP)X t }•ANCHOR CAP.
AncFulype: 31f0•ETce UYwnn N4'Ebo OW.raI aM'£bo YfB"Eb6llltr.ctq Vr EbD IArersn 1I4.88 Er.011r E1c0 11r88F.1c0 0fO 6e.N 6126h.1 61261ad MULLION CAP.�, lU N Q
ArtohorC0p P6tW7tro u1v400n AWkOatr u6n4on AOT.OMer 06r fw)66n!Itr(O6f 6aneHS03f USE THIS FORMULA TO OBTAIN THE•ANCHOR 0.'
s6D.Halloos tNX r 2.1f2` r z-t7r >9D- a• z r• x•1rr r s+lr s o.4r am- 0,524` CAPA ITY REQUIRED"OORRESPONDING TO AN t=
En96tN1r4 N 114• 1-314• t-vr 1-3/r S ISTANDARD
t-1H' 1-/N• t•tI4• 1-1N• t-lH• v 1�Ir 1]l0• n4I+.. ACTUAL PRESSURE REQUIREMENT FOR THE V x Q O
TAnct»I4tli. O.C,IstarWOagtpl eSeO
'IS 3DOw 340Im 49RM +eN 6r S84w )qp 3J41er e64190 849fm Nib. 4421& 3661m OPENING.WHEN IT I3 LOWER THAN THE MULLION QY z lA O
4ArYlpn t.tY A4h,0.4 7 6pnd ( 016.0 CMp ffy. 40ow 7W b0 WA wA wwWA3 W IED Ww Ww WA WA wA Mz 4 865 ron tITU b CAPACITY(FROM THE TABLE)OF THE SELECTED y0
4AmMn®3•Ir9n O,C,/W2.9 wrpl4 +/fftl35 18pw 76gp 860 W4 19601m 18W IEDwA 700b+ T49fm Melm 11626e4 0p2b 66514 1+201m MULLION.IT WILL YIELD AMWIMUM ANCHORE� .Q'fft1.4YwA ww a9A wA wA ww t9A wA wA wA Jts ar CAPACITY WHICH MAY BE USED TO QUALIFY6 "•'ffy.sT IDS a +O5 4+ 2zb o. 4Q2x w 1401. 177 b 3T0 w 1671. 3]3Im .7S 1 176>m 221em 2WIED ADDITIONALANCHOR OPTIONS FROM THE
229b1nn t.u•Mh.o.c7 wA ww wAt9O6a4 ww ww wA wA .1 4421. MO- ANCHOR CAPACITY TABLEOTE: THEAME ANCHOR PATTERN AND ANCHOR VALUES AS THE CLIP.
�FFII�G�GUU'REE t��'- •••''-----�I 111 FIGURE TABLE NOTES:
1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRODUCS
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ni7lns w+U1 NAo Plot
•--) 1.000` �•-• Building cndc
-Q
FIGURE 3:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOtOR OPENN443 WIDTHS IS ALLOWABLE. E.1.11 t E m
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SFE SHEETS 21-23. By F
0 • 0 i r HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2II00'
[j
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CUP MUST BE USED IN PAIRS• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 3PECtF1CATiONS.HOLLOW AND GROUT-FILLED .125'
FIGURE 4; FIGURE 6: FIGURE O' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G80.WOOD SHALL BE PRES9URE•TREATED .L •��CGNSF, •'P
•' {RR}�It'-yt1 tt--R YELLOW SOUTHERN PWE WITH AN SG OF 0,05.ALUMINUM SHAILSE 6083-T4 AND BE AMINIMUM 01=-12W F
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04 A THICK N AT L Ej.STRUCTURAL STEEL TO BE 1`X 2'X,126'MULLION - _
=-tit; Np,SO705 -
LEAST,120"THICK AND A38.ALL ANCHORS INTO METAL 9H/U.L EXTF144 AT LEAST 3 SCREW THREADS BEYOND
• THE MATERIAL.010&012 ANCHORS INTO WOOD MAYBE STEEL,18-E S.S.OR 410 S.S. r3 y ' J/ .•: `
(� iK7
Iva OF $:
FL P.E.#56705
TABLE 2A 'zl'
Mullion CaDactiv Table 0)Bt 1
Ci.-Ing Width(for v 1110e9Y+P6mIn0 mlmore)ar Opaning Height if ihonZONelt11-aP RULIar10) y�yiI��lyyyyyyi1 r`' ` [
win OOF TON MF wm laF 1201n f40In 1W In aI�M 1
Rm1mW1m Tt�PIT,I+N. RW up War 1mP?4rp. RemeM4m ranrld- l-nsnoWar 116I✓rde,A. RxtuWlm Tn,;`r-- R4alaryu[4r Topl-- Recler,pP[sl T4p�TlanO. R40Wp1Isr eplRle,p RacleJnOu[m Twp rrSSCC�4$XaF f
1aSi.37a LaaAno In.NN ldana L-ao 1daY6 Lov3ry L-dmg l Ins lmlep Iamitl0 La mo L-mV tuilamp Laem,O LwWq waa,0 N �>< 4'
Alum.Tub. '� L• •� :liL' ��11 g- �a1 $a a R@ yq•
MuWon � a A �� g Off• O� A � �• �•4 ' dh
ek 6 s s ¢ s z � '
4xF tm.9 ego »ao �! ml.a Ba ITEC aro 1167 e@ lino hoe naa �a Ifa<e em Imo Ila tone 617 W.a IAx t®9 an 767 oa 1..a 017 W.9 as 1m9 mi OO.i eea 1mA eti l
MF 1211 607 130.0 410 107! 307 ltax 410 aD.a 301 1D61 403 760 wr laze 309 57.6 3w 99.8 397 w.e 507 ".o 990 307 607 a.0 aW 014 SOi 90.0 99e ]a.9 wr avA J90 LLLLLLIII
w.s?91n 103,71436 114.5 070 094 4w m.e 377 741 435 00.6 JtM ea5 435 61.5 oao ST.6 Aw eta 367 61.0 4w W.0 eee 49.2 436 860 J66 07.0 43e 900 330 324 430 m0 Jw
rWI
a.3 1Y 71.2 4a LOa axe 61D 1x.7 :IT2 314 400 Bin J10 4i.5 . 316 427 000 C2,] JH J66 4a al.a 31911190.0 210 91.0 ]H 67.5 x70 415. 3ZA 61.2 ?64 no ]xA 450 xm 341 321 410131 ]1.1 IQ4 42.0 ZSS Zp.Ow.0 26J ??.x !24 aD.e x63 10.6 40.5 233 17.0 261 9rA 262 KO 194 40.2 Zw 061 x90 491 NI YLO 294 366 72r 290 291 J7.1 2J4 260 294 33.2 2W 221 291..6 260 w.5 no 30.11 260 424 22e 9JA 160 J7.6 211 87 1m Xl 219 201 1® 91.6 213 2].4 x66 29.5 212 166 260 20.0 x10 16.x x66 W.7 200 146Z x23L,, tm J99 TE 52.2 191 26i 2291m6103 20.D 226 21.e 107 I.o WE w` IBD 131 223 200 177 12.0 x26 IO.b 116 11.0 220 10.9 1m M•20.9 177 1S3 2Pl 27.2 IiJ 21.9 x@ ZJ.9 170 19.2 102 21.5 107 W.o 2M 19.7 Ie3 19J 2171 100 tm 126 2a 0.i . . . J ia3 M6 20.9 1@ 26.1 11R 29] 1@ 22.D Ml 17.7 1a 167 lw 15.1 1@ 161 tel 14.2 1@ 166 135 11.0 1a 76,2 iGZ 101 t@ 1l4 lw BA 1@ 14.2 tw 166 1M 1Za 164 tw 161 116 Z CsV.in It] O C
1
TABLE 26 ANCHOR CAPACITY ADJUSTMENT FORMULA: W
MCho Ca 61 TaWa Itw ANCHOR CAP.e,,.,1_ X Y y 3
9 keb: 2.iF0v.aM1b l,5a CM0. Ibibw l-JAU IM WU IT- IMW (D�)X MULLION CAP.on../-ANCHOR CAP. U X Q y F
an'..Ex 1.......--- W eB- al- e12 ab1 012 BbN 3
Anehor Clip Palfema T7w iNa Elm unman 1N•Eko U9rsm VNecai v19•Eloe Ilxno6n 1N'FJuo uu6wrl Aol-I. ua�m A9peflNm Core+.(GS)B6Iew lag) ealeP{OSI USE THIS FORMULA TO OBTAIN THE'ANCHOR I
Edps d.1w.On): 1• x-vr 1• allr sva• P a-Vr 1• 24rr r 3_Na• 2• a.- 9.w 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN d Z o y <
Em44rRa1 F 1-14• fJ'4• Sala• la/P Y 1-v4• 1-714• 1•ll1• 1-1N• 1-tM 1-iN• ]' iJK' lata' •BMs ACTUAL PRESSURE REQUIREMENT FOR THE �_ � i
2Am p4.m•mm.o.c.161emlem orm- Ib.IT a8o ms 3m IM 430- 19016. -41u 27D1o. m. 'ss1a. 740b v41u 604IW tMelp 311b m< Se9m. OPENING.WHEN IT IS LOWER TM ANT HE MULLION
4Amnon 9l-te•un.m.Iawe4n+molaa5 alp(Fb.7T 4am4 Ta IW NIA WA WA wA ]w a. WA wA wA NIA IVA w2b Hlo lee CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arolwa m]•ran o,clmxe Amu I<Fb.lS Too- lam. !w 166Ab Blue- uDb ewb wA 7w ld Tis IN aw lo. ra9x a. e6xb w6 m. H2O ma MULLION.IT WILL YIELD AMWIMUM ANCHOR
2Ano0ns®0.4Y a1b.nC.IUab,940.123•Alan.(Ft1,4T WA WA WA WA NIA wA WA wA Ww law wA WA wA RIA >19 ar CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anc60r I F421p{Fb.OT 106106 199 IM xxs m. u9 ar 87?Ip 139 m .9. 11i la »D b lei lee -14 4151. 170 m x71 9e ?m m4 ANCHOR CAPACITY TABLE,ADDITIONAL ANCHOR OPTIONS FROM THE
NIA wn WA NI-_AroOus 1.IY I.UI.O.C.I F421P 1Fb01: NO m4 360 m1 WA WA NIA WA Iwb WA NM 4421M Sm IDs
NOTE:FOR THE OFFSET CLIP, HH
USE THE SAME ANCHOR PATTERN AND ANCOR VALUES A9 THE STANDARD CLIP. C
F
FIGURE 1: FIGURE 2: TABLE NOTES: �RO�DUCT R-i h A. C
• • • PIYirl6 wilh No Flu9.ti C
11.11d.811d.8 Coda
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
7.000' Aceepaam f
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 'i Eepirolim nme l 11
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Bi 6
FIGURES:
Miawl fr6dua
3)MUWON AND MULLIDN CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DiMEN910N9,SEE SHEETS 21-23. I 1 I I
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RFSTRICTIONS SHOWN ON SHEETS 21-23. 2' . •( LYNN
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. "
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED _ �� No.50705
FIGURE 4: FIGURES: FIGURE& YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE W63-TS AND BE A MINIMUM OF.129' I-X T X.376•MULUDt4 - _
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT - A
A
�- - F
LEAST.126'THICKAND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LFAST3SCREW THREADS BEYOND
THE MATFRIAL-4110 6 012 ANCHORS INTO WOOD MAYBE STEEL.1138 S.S.OR 410 5.5. 0�
A.L1t.MI4hER,P.E,
FL P.E.4 55705
TABLE 3A
w4I1Wn Cap-Ity Table fWitnele
Opening Wient(for wrdcatria urn}n9 muloro)or Opening H{ipht rhpmm�ta11y3ltnrtinO RNiYoft6) i1 t
6DIn min ]qN mIn 801n ICON Im In 1taN 1f0N
1 X2,78 X RaafaaP6lr 11apITrla.Mi. r�.
ply -rtnyrirn0. R44fan1]p4 7144Y1111r10. RNcie+yltir TIaFiT114aD. RatNnp�N4r TY4P/T gyp. Fadirq.,Nr TApRtl4fq, R441eapa.r '1tapR4ap. R4aNnp14e
Y<a�np tnadfV drlWn Lwdp10 Slawm,Ce lwd�q 4e4Wg LorrM l.arOnq bMnq 4erd,9 -lot Tf'Nlda^p. RwianP�ur lbp/TNan0. yyst r t
.a7heem. y'`.'-- 'Lg. 'S 'Ua i' laaanp ta,.,w ta«.n9 I..wdea Yn.anp 10.070 RIq i
MplRon � �� � �� � � � � g � � � � I �� Xmixa W�}42N 170,0 020 /TDA 430 744 lMo 47{ 17... 969 110.0 606 Im'. 3B2 17¢0 318 17`1 HM llo-o 521 t7gA 1740 170.0 ex! W.T 1301 STOA 62f 121.0 130} fT{.q 521 171.6 1301 170.0 0X1to41N 170.0 70{ 1740 6}a aw 170A Sot 170.0 Opt 170.0 Ow 170A 1130 11, ml 161.0 7110 1100 077 1]0.0 1178 170.0 e00 113.0 1130 170.0 64D 07.0 1139 1700 SO 65A 1130 170.0 4m WSo.=1n 110.0 747 TT6q ws 096 a Wt 50710 1032 1".a ms W.a I- 1TDA 723 130.6 ID33 l-A 7iT itT.f tW2 1160 766 1TA 1032 170.0 Tm V.@ 4WI 716.0 700 TS{ tOi3 5700 TSO G � to
= I.
I.
O4N 170.0 TO ITQO 012 lel.. p8J 170.0 601 4352 - 104.7 730 720.0 0OT 1020 720 107.6 007 143,0 TH -.4 MY 141,1 TI0 106 907 ICDA 108 60.1 INT 140.0 T09 N's par t40.D 700
mN 1{t.l Tm 101.0 4pa 11TH >Sa 130.3 aft ta6e TSR tt{.o mB 632 TSS 1002 3110 70.4 T3S 88.6 660 T0.s 736 t5.1 sit 666 136 91.9 SH 30.4 731 91.6 574 411 130 11.6 674 � � !�
WN 121.0 M6 Iw.O sTD 101A sW 111.6 661 e7A 6m 86.9 341 70.2 Ota 10.1 630 01.7 666 W.0 W1 600 WS 79.{ 026 m.e 050 16.6 621 N.6 me T0.e 021 MI 066 TOA 621 t- In
1 mN !ODA BO7 tix.{ 622 013 W7 96.f Stt m, mT Mo Sol 00.2 am ml 1p1 511,9 {OT 776 im 6tA 6ul {7.0 401 44-7 Sol W.4 As 17.9 1107 WT 474 33.1 8W a.7 47{ Z
9 T2N et.{ 610 {S,e M3 G60 310 10.0 tN 06.3 /D al.t 420 71.0 010 67.0 tlp 43A SIO 6].3 413 to.0 010 Wu 401 34.D StD 45.9 4M 2 2 110 44.4 3110 26A 510 H.3 Ng R
76N ODA 450 '7;0 400 074 40 01.7 302 410 450 bit 366 43,4 f9 40A '370 16.6 116 44,0 SJ3 37.7 4m 41A 383 20.0 430 ST.T 10w 71.6 466 Soo 36p 2i.T 436 SS.T 330 � � O■
teN 012 4. WA SOr 63.6 035 m.0 373 40,9 436 "1 3m 40.1 414 44.] SOD 35.7 433 -0 366 32.1 p5 30.1 351 26e 435 34A 314 22.9 435 32A 341 20.1 410 32.2 310
pON 41A 327 4311 200 31,9 327 26.4 xd6 21.9 321 Si.i 2m 20.1 ]IT 26.3 216 232 t2T > l WI 20.9 377 23.7 SW 17,4 327 21A 262 Nf 327 113 2m
mN W. 2b/ 36.4 267 36.7 231 21.9 232 -S 207 200 719 21.5 297 a.1 244 19.1 a7 20.8 210 17.2 Zai 10,3 211 14.4 207 1" 232 C2 a6 p
IorN 242 227 24.1 203 20.2 727 20A x07 17.3 221 ISO /Da 10.1 ]27 /6.@
1111. 22.3 vs 2X.1 104 1- x13 19.1 Cot 140 x13 t@b 106 W n �
TAN
17.5 154 tJ.9 imt IT1om..... (V 1
TABLE 36 O S
ANCHOR CAPACITY ADJUSTMENT FORMULA: Q
A..hu Ct Ity Table ba D. btn In f
avmtlsla 2.711 ralo.la 3.61.nano. Itatwrl4uANCHOR CAP..,,.,,,,, O
fplq P.N Pr YN06 M.141 (DP„)X� �vANCHORCAP.,,t
N+clarTy'd011,` Ut99 X616•ElOn
AncharCil Pallo71a 'Au.- 1N"66 E#e 1f091p1 {12314N Yl201ctl MULLION CAP„�,,,.,� �_..
'--3
attar Ubaaan wp@rzmmr 3adx 105}wmt4tG5I 110.7[as} USE CAPACI8 REQUIRED" OBTAIN ORRESTHE ANCHOR
a9tl.aftlMoe w'. 1• x-111.• 1• I-1 S.Ua• 1^ 1-1/1 1• 2.117' Y 1ue• T tl.w` o,br D.3x4• CAPACITY REQUIRED"CORRESPONDING H AN
EmMdpmt I,Ya• 1-314• t-Y4• t-3N• 7 t-i!4' t-Ill' i-/l4' 1-TN' 1-tN' t-11/4" 2• 1.VC 1JA• wdaa ACTUAL PRESSURE REQUIREMENT FOR THE
x Mdwra q4. o.c lslam4taaort.erf2N 01.11 19om NO b4 Own» a f4 1 4160 era IW sap lM 3'Ab 7a@as 374 ee tm W.- 341a u2 We tt_ OPENING.WHEN IT 13!.OWER THAN THE MULLION
4 Analays 1.16'MI6.QC.I9t4n4ad lorC01611 Cqp 176.2L 4m Su ]W lbt WA WA WA NM 360W WA WA WA WA WA m3b aeSM 1t2D Va CAPACITY(PROM THE TABLE)OF THE SELECTED
aArc6aaq aNm-I3.Qrt2l7a6MgF4t sTff4.67 Tm h. rm ifd a4o a4 iSm iM 111 p: S4a- 590141 WA 1mb. 748160 !maw 1092160 m29a ml, fIxz MULLION.IT WILL YIELD A MINIMUM ANCHOR t
2 Amhan q o,4Y MN.O.O./1304,Nb.126•Aran,Iflp.tl: WA WA NIA Ww WA WA WA WA WA WA WA WA NN NM ]1S t6e CAPACITY WHICH MAY BE USED TO QUALIFY
1Andprl FCtlp IFl@,S) 1834 1U3 RA 223- 44516! Iin- 1]304 1401 177 to 3709c 101164 ]3x16! lT3Id 1706 2211w 2El m. ADDITIONAL ANCHOR DPT IONS FROM THE
x Anctpn i.56"Yin O.GI£Lt .q- 21090 '3.f0IDa WA WA WA ttM y50 ad WA WA WA WA WA 341 tea 4476 2,19 ANCHORCAPAq TYTABLE.
T
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, PROMUCTREVISBO !
�✓ cempifilg ttit1116tl Florif t
Builflhe OadO
FIGURE: �� Ft.RE 7. Acra:pioSCa NDt6-O 2J9.,p3 i
TABLE NOTES:
t�cF:lattvnLkatar /�,;
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. At 1 d6 ttadu9l ibRMt// t
FIGURE 3: 2)LINEAR INTERPOLATION BETWIEFN MULL LENGTHS ANDTOR OPENING WIDTHS IS ALLOWABLE Ott 77',,
3)MULLION AND MULLION CLIPS SHOWN ARE NOT 70 SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23 2.760' ,�•��..••1,�GENg�-•..�ttr moi'
1 ` HOLES TO BE DRILLED IN THE F18W FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 25-23.
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. -'J' '•"•tt`-
ANGLE CLIP MUST BE USED IN PAIRS, Z I ND.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACS 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 0
FIGURE 4: FIGURE S: FIGURE W CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE•TREATED 375'
VELLC]W SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SMALL BE 0003-TS AND BE A MINIMUM OF.126'
THICK.S
EEL STUDS TO BE A MINIMUM GRADE 33 AND.048'THICK V B GAUGE).STRUCTURAL STEEL TO BE AT
LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL UXTENO AT LEAST 3 SCREW THREADS OEYOND 1'X 2.75'X.3T6•MULLION %,+�,(�•,,,AZ ORlD T;.•' �`•'�� 1
•
• tLt,I--.-.___1 THE MATERIAL}710 8 012 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 5.3. ��iJ�'5�,��•)J[��ryt��({t�•�(C,�r\�a,. t
' J�'I..Yt�7P'.jE:Yt 58705•E,
TABLE 4A & I
63uliton 0 v Twbi� exp[
Op..I.0 Wldt h(Im%mAwIyap07w1141TLAid11)o7Opminl{Hight(br lntimra4t}.ep6lrirg mll2pe) y+^7`, t
601n min 70q mq PLq maq IAq 14Dq imq
h I
1 Xx.rei R4ce.xwl4r 114pRDmp- W,mloypnr T.p1Lnn0 nor ry irnpm.la. 7bd�pr/v Trv✓D1W. Peolmptiv LU"M a.danPNf rnpfi1w01. NNI&* Tr•MD.nP. awcl�quir TM•'DgnO, rbcirtPnn 704141+x0.. KKci t
.860 Nuts. 1'�na IAad4Yp LoWIp lnasntl bsd�y Ln+dnO L.o4d�y lootn0 Lo4ontl LOWryI lnAAn4 l.wdga lathy tsOnp Lwona 1-aoa.0 lotlip LoWnB �y.` � ;
Jigl
3 " d( 1 h $ $ b p c1 _ i §F yif dill 1 11 1 ,
am
11 i 11 111 1 1 11
42h 00.0IRS 1]00 435 00.0 744 00.0 470 00.0 IN 170.0 5w 7]0.0 044 mo ate 1x0.0 NIL IMO 521 770.0 1240 170,- SU 110.0 /4W 770.0 Sal 19.7 1624 Iro,O Jit IM.8 ISN 170.D 677 /
Ow 170.0 7m ODA 521 170.0 050 1-0 501 170.0 - 11" am ISIS 11J3 /7a.a Wt O0A 1215 110.0 071 1"" 1411 1700 SM 111.7 140 00.0 60.0 121.5 1411 170.0 SM 100.1 1417 170.0 m0 � T I
60.R61n 00.0 747 770.0 6W 170.0 L5B ASIA 031 110.0 IOW 170.0 w4 770.0 1105 110.0 TM 182.0 iim 170,0 717 740,9 1]08 IToa 766 12L0 Lim 170.0 706 101.5 1241 tiDA 756 01.4 1250 170.0 750 171 I
64 in 170D 747 170.0 D{2 i7$.D 09 170.0 q} 110,b 1110 170.0 760. 18D.] 1130 170.0 ays }saa 1110 170.4 ml 12DA 11]0 170.0 09 1415 i1J0 170.0 mt m.f 1114 170,0 Nt ]6A 1170 170.0 mf m 0
min 170.0 006 1100 701 1b.0 BIS 702-] 701 12b,6 BIS 144.5 410 104.0 0.19 1]].3 Tri B7A 018 tLl.b 720 0.),0 0.16 114.6 720 -2 016 114.4 716 R.0. 0./5 114.0 716 51,4 010 114.0 716 1
{ Rq 137.0 aw IHS 710 120.5 0.30 136.0 804 taa5 670 1212 eat w.0 OW I12.2 870 04.4 am 104A set ma 610 OaA ma 432 a3D 04.4 340 56.2 8X1 04A 040 U'A 930 N.l a"
b min 153.1 767 140.0 060 110.0 15l 110..0 010 M.a 767 105.0 1W 02.6 701 00.1 0.N 73.1 737 •.1 aaa m.0 757 61.2 nm 69.0 757 70.0. 50.3 47.2 l67 rLi 601 41,3 707 70.3 691
72q 401.7 db imA 652 81.0. m6 07.0 54D TL7 650 m,} 630 RA 030 722 521 MA m m.5 514 m.o Ra 02.3 503 424 0]6 372 6m 30,5 .N i1J 407 11.0 610 65.3 447
76 1,, Nb 571 00.4 400. 72.1 RI Me 430. D it WA 470 34.1 371 moo 471 40A 671 66.5 406 S.2 571 51.01 4" 34.0 071 47.0 451 m.0 574 NA 447 27.0 571 44.6 440. -7
MW SIA 642 67.4 474 067 512 70.7 Nb 67.1 542 03.1 4Se SIA SR 65.7 440 44.4 562 5L0 443 10A SO 41.6 437 31.2 642 4L1 4L 3DA 342 40,6 426 26,0 ani 40.1 423
BOq 02.1 10J W.7 301 4].4 407 46,1 ]53 37.2 407 30.,0 U. 12.5 407 15.] ]N 260. 10! 12.1 330. Atl 407 20.0 SJ1 21.7 401 :m.l ]i] IO.D 401 21.1 ]72 Ia,J 107 23.0 110
mh 42.4 J50 N.i 320 ]b.• 330. 37.2 Stt JO.I 330. 12A 300. 2DA ]50. 20.6 Jd 23.0. J64 2b.i 200 21.0 356 74.0 2A6 17.0 3" 21.0 390. 15.1 ]55 10.3 206 V^j JXLWt
1D1 q 30.1 261 30.0 215 25.1 2m 25.0 751 2L0 201 72A 247 10.0 2M ta.a IN 10.7 217 Ie.O 210 15.1 367 16.9 237 WyN x 13 S
T ^
tttq 37.3 207 23,3 242 23.1 ta7 21.8 210 ILA 207 10,0 233 57.3 207 }0..i 217 iSA 261 16.6 0.e N t1A n !
ttO q 22.0 2M 23.3 200 161 2]B 10.1 205 Is,7 2"
Int 202 {$-
TABLE dB V X 4 0 0 I
Anchor CL Lc Tumble17w ANCHOR CAPACITY ADJUSTMENT FORMULA.
6mv. 2.Ik mra.Ate 0..611 ca6o. Bollwt aluANCHOR CAP.,• ,,,,, - d'
FM4a v4t1 wnoa M.w (DP;v)X -ANCF)OR CA
( ) 7'....
Ancam Type ]IIP EIcoUncon 1/4'F]vo llar4cm sr16'Eloa Y10"Eba UWmw VM 6kD UU.cw U409 Eka Slti•Ebn tN`696ko at0 eiwt a1T 0tmt 0.12 St- MULUtTN CM.�,,,,,,•
AnahOr Cllp PLlUrns 11Y11Knn APP.o4g1 uw44eo Aoye0al. Sam41o5)xmw{os) s-(05I USE THIS FORMULA TO OBTAIN THE-ANCHOR
g4arc+tgr P 2.711 1• 2-112• 1-UC 7^ 2-f4T 1• 2-tft T YttB• r O.a• bA4• 0.324- CAPACITY REOUIRm"CORRESPONDING TO AN
Eaiaednw Iq7 la/v Iy4• t-Y4• t-0.R• r 1-ur 1.Ir4• 5.1x• t-L/4• t-u4• 1-ir4• r t•]9' 1.Yr -60 ACTUAL PRESSURE REQUIREMENT FOR THE
nNwIs B4.15•Mn,o.c./ef4Mra«clsaal o1v.11 141 kv 441 len aa41 7WA
r9ft 1M1. f. 6401. J11 D144m OPENING,WHEN IT IS LOWER THAN THE MULLION
70o 0o WA WA -A am0.M WA WA WA WA WA 402 f. 1110 CAPACITY(FROM THE TABLE)OF THE SELECTED
I..J am,5 m- TNa. amt. ISSW ft aft 34ab4 8!10161 WA ]NW0. 740.i. amt. Im2M F2S m. t12Dea MULLION.ITWRL YIELDAMINIMUM ANCHORIft WA WA WA wA A WA tow wA .A WA LOA wA fWCAPACRV WHICH MAV BE USED TO OUALLIFY(Fp. 101 U0. izaf. +40.1vM D.
t. 140- Irl- 1mm lar la. 50.21. 4x1761 f7tl 0.r 227 am no" ADDITIONAL ANCHOR OPTIONS FROM THE
II An.¢5on 1.16•Mq O.CA f{7 ff ,0. 240 0.r 330 ma WA WA WA NM 1001. WA WA WA IaA WA 111 Ar 4421. 0.90 pr ANCHOR CAPACITY TABLE.
NOTE:FOR TlIE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, &.75G)RCLEO VALUES ARE USED)N THE EXAMPLE ON SHEET 2d, t•R77OUC71t6YISBD 1
w-pt7l06 w0h B1v F70J6eL
0 ♦(gyp`+ 7D Al.1 a.,,Lys 7
FIGURE i. FIGURE 2. TABLE NOTES: Ac�c0IIdin4pgooa 7.,b
'r-_- 1.004`
-0 GENE INSTALLATION
1
-`--'_---�� i)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. M i
8£E SHEETS 2FOR GENERAL S7ALALBE.plwli-Oaln J-11=1
LATION ME7HOOS. yi
FIGURE
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWARUM
3)MU
HOLES
AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' ,T$".: �} SE •.'fl
TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. T, ,
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, 410.0.0705 L
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '
CONCRETE BLOCK UNIT(CMU)SHAD.CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '� •-O �,w �1��63`*�,,,7-1-:��
FIGURE 6: FIGURE 6: FIGURE S: YELLOW SOUTHERN PINE WSTH AN SG OF 0.66.ALUMINUM SHALL BE 13083.75 AND BE A MINIMUM OF,125• L) ._ V„(ATHICK.STEEL STUDS TO DEA MINIMUM GRADE 33 AND.045`THICKOS GAUGE).STRUCTURAL STF_EL TO BEAT F<DatO?'.�'(-7:'
LFAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 7-X 2.75•X.6S0•MULOON i C�
THE MATERIAL.S10 A 912 ANCHORS INTO WOOD MAYBE STEEL.186 SS.OR 410 S.S.
041.01- I
A.LYNNMILLER,P.E.
FL P._1
6S705
TABLE 6A oQ�
6/ulDen Cr D Tabes a/R'
OPpnlnOW1001(fmvwcwIh-5par" muODns)ar Opanln0HNBM(N51YnAmltnpY'-DPmNrg-A.-) eO7^111O,�,��11
bolo 50 in 701. 00 in I Gol0 11 100h 1 120/1 140 In 1e061 y LLO
flMn9N1u Tmp/Mrq, R"w`gly TI-pm -W- TlW. . Rmirp4ef Tnpf011e9. RectlnW/r 71•NOlwq. 1Yal•nwA. TnpmYlq. R•rt•nOal•r mqg W-0. R•cUnpulM Tn9//01m. R.Iv.a1u TgNNUW. Yi
1'1[].126"K 440Yq Latlrq Ia.3.0 LOgep L..Q+L L-MIS Ia•6n0 U..Q/ La461n9 I4.71Y L.J1p L.tlnp ID•6rW L44a1W Lw41ro 1x4.0 Laa61ry .y.a,Q �al
cOWAJU. _ z g Al p_ £
Tub/Mum d � � 6e 3� $ 3e g 3 Ia !Ji 8 k�
•y� a X. fig} � [g 1pJ
�6ep8 i' 8 �€ &d
t21n 1]0.0 E]0 1}0.0 /]5 IMA 7N 170.0 170 170.0 6W 170.0 609 170.0 0Y4 170.0 319 17.0 1110 1700 621 110.9 1240 170.0 321 179.0 Mq 170.0 521 170.0 1733 170.0 521 154.4 IDD] 110.0 321 J W
J =
qD1 1700 705 IMO tIIt 170.9 ` IM.O 5N 170.0 Bp2 IlnO 0]O IM.O 1193 170.0 ael 170.0 1216 1140 OT7 110.0 1417 170.0 000 191.7 1371 1140 O.O 11.•.1 1671 110.0 000 1112 167/ 170.0 Oe0 a.y
60.0731. 170.9 747 110.0 663 IMA me 170.0 Gal 170.9 10q 17D.0 eit 170.0 11W W- 723 170.0 1X5 170.0 7/7 170.0 1601 170.0 73/ 141.7 1106 1700 138 121.5 1105 170.0 760 IDe.i ,103 110.0 750 ml •o'a 8 O
511. 170.0 707 110.0 612 IMA OSB 170.0 901 170.0 JIM 170.0 751 170.0 1275 170.0 -1 1641 1401 IM.0 M7 1401 1101 170.0 ON 121.0 1401 170.0 Wl 100./ 1401 170.0 m1 03A 1401 170A ml m Zo
m
J
mti 170.0 /96 110.0 701 170.0 1041 IT- 707 ,•A9 'IN 170.0 em t3e.1 I.nf 107,0 M 123A 1150 .60.6 011 111.0 t15e ,40.7 010 02.3 1160 111.5 000 78.9 1130 IN.S 9W 041 1160 1N.3 903 ? U)
{, Wln 1740 010 170.0 743 16/.0 1010 I70A 650 137.0 10q 166.9 e/0 110.9 1010 141.7 646 104b 1010 1310 070 W.p 1018 1216 O]i 10.0 1010U14
W.5 ,Np 1/0.9 e1B 5D0 101/ 11D.p e10
b W p1 IM.6 1156 17- 7/0 130.0 ON 151.3 ON 119.1 053 133.7 76/ 101.2 950 121.4 715 03.0 955 172.a iw 6]A 953 1044 737 110.9 /55 9 09.0 055 017 740 6 .1 119CL
In 125.3 607 134.9 6B7 101.0 OM 114.0 012 01.0 603 101.1 670 b.3 903 01.2 aS9 711 5W.p N6 05.2 003 761 642 63.6 0032 43.9 003 jA
K-7
6m 90.7 027 � _. �mi. 10D.2 721 114.1 me 91.0 721 07,0 ete 76.0 721 /41 003 6e.3 721 1/.3 595 00.7 721 70.1 300 546 721 66.4 070 43.6 721 0 30.0 721 721 110.1 5W Q7e51 101.0004 ID3.4 509 01.2 ON MA 5/1 72] GM 7aA 516 W.1 ON 70.4 007 341 ON NA 350 363 eet e9.6 661 121 OU1 36.1 DDI ON SDA610 51{ 67.0 46G N.6 SN 57.3 116 47.0 314 50.D 4q 41.1 311 H.e30.5 514 10.0 427 320 511 ]1.] 121 171 61{ 3 DA 511 311 -- 4WW N N.2 432 36.7 IN 463 453 47.0 ]. b.l 452 40./ ]/D 3]A 462 344 ]01 30.1 432 32.0 316 27-{ 432 30.3 313 221 q76 101 432 1WSi./ ]53cn1061^ 341 357 30.0 322 ]1.7 S67 327 317 273 a6726.1 312 21/ 337 26.2 305 21.1 357 22.7 303 me 151 20./ 2� 140 3373 13.0 357 367 11:.0 35.0 370 20.2 110 30.1 301 210 319 10.1 >B• 21.0 178 21.1 202 105 339 20.e 200 11.3 370 19.0 3N 11.0 339 / ,33 ]]6 13022.2 2e] 23.1 199 2].7 230 1p.e 269 20.5 250 17.] 250 141 252 141 2/2 16.3 240 13./ 11.1a4p 10.1 232 Q x Q v0J O
TABLE 5B 11 D ANCHOR CAPACITY AOJIIS rmENT FORMULA:
Maher C/ a T.W.110.1 (ANCHOR CAP.,,,,,,,,, �{
6�521a .7a cam a iea cele. Xabw OAu Ff350 cMU p wom Man (OP DO-) )=ANCHOR CAP...,
y,C rye. I.-BSD 61W Cha - OEM. .,ow- 612- /1231", MULLION GP„e„„
McherCllp Patbma A.f.RryO.� !,6•Elw lraRat BI'DSOBtaeul U•laim YIPEIro Wnsm V4•Ele.un r-m AgW v uuacan Aggm " scrtwfm)ssna(4a) 8,-(G% USE THIS FORMULA TO OBTAIN THE
'ANCNOR
0.111me OnY ,• anrr 1• 2-tlr s1T 1• 2�t/r Y 2.912' r 11ID' r OA•• oar 9a¢r CAPACr1Y REQUIRED'CORRESPONDING TO AN
Fi•Seanm, lar .ar Tarr lar r f-v1• ,-vr 1-Nr fmr t-Xa• f-111• r fat• Iae• cab• ACTUAL PRESSURE REQUIREMENT FOR THE
al W4.lS can .c./slsm6v mxc fN 17 - 3mW 45D m1 .m m nD ms 2001. 3Mm• ]4D1. D/4 m+ 1TAw b N+a 412- r0ow OPENING.WHEN IT IS LOWERTHAN THE MULLION
IARIO•®1.14701^QG J 61oFNm vama7c• pfa 73 460 os 7a0- Nrw caw 1 N/A wA ieo- !1/A NIA caw caw WA 6821. eW 9n 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED
4Mron®SMI..QC./66236Anpb(2pa/ ]60 m] ]M Da ®D 61] ISM m• ,006w Nom 60D- MIA
760b 716 fM Dm- 160215• eE2mS G86- 11�- MULLION.IT WILL YIIIDA MINIMUM ANCHOR
3Amlcn 6Y O.q'Mh A.C./U 1n1..t28Num. p N/A WA WA caw WA NN WA NM lYA WA WA WA WA WA tM]d CAPACITY WHICH MAY BE USED TO QUALIFY
Am,or/Fc OIp s7 t.ba waw 134 ma Inca 1n m• 3161. 151 m+ Ss 1. 4731. 170- ail- zeal. ADDITIONAL ANCHOR OPTIONS FROM THE
Y wDlron 1.18 Mn O.CI FC 050.6Y 2n oa 35D- Nrw 1uA eNu M. 100w Na caw Nrw wA caw 91170 1121. 5eOp ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT RGVII mo
.ODUCTREVIt B FtO.ift
I-1.00D•-I ��<'a��cio 16-0 Q�8 03
FIGURE 1: FIGURE 2: TABLE NOTES• 'Salim Dob �Z)
I- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. H)
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI°1 aQ°
11,1111111//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3125• •��pC�� •,- /C(t•Q i
FIGURES: I `���h�',•''�1CLNSF '�-
3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR STRI TIONS SHOWN
SEE SHEETS 21-23. L T:• •.,�Il,
• • • • HOLES S BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. t I GB705
FIGURES SHOW SUGGESTED,APPROXIMATE MOLE LOCATIONS. _ 11.; '
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SMALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED -0
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM QSO,WOOD SHALL BE PRESSURE-TREATED •b•' b LC!: 1
FIGURE 4: FIGURE 6: FIGURES: YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF A25• '.n 5 fl+TE F ,•
THICK.STEEL STUDS TO HE A MINIMUM GRADE 33 AND.045'THICK 1B GAUGE).STRUCTURAL STEEL TO BEAT 1'X(I-VF MUL MIAUON �� �.,,FLORIO"..
IT�fT LEAST.I2S•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1•VF MULLION) ts ... •• `�``\�
THE MATERIAL.OTO 81712 ANCHORS INTO WOOD MAY BE STEEL.1"S.S.OR 410 S.S. ��/S�C N1+
AN-
A.LYNN fWL'rR,P.E.
FL P.E.O 58705
TABLE BA .....,. __..x-
MtJltonCi achy Table( � i
Opening ndth(Far\g1trAIIYsPOMr19 MtAkxU)orOPenln9 Holphl(for Fomm�taOS-apuminp mUliol,J ogl;
C
001n ea JOh in 80M 100, 124. Idau, 160.
N.atrl9�,r 'n4✓T++tnp- R+un+P�r T�u+iM�+w. IYAw+W.r T w6. Tmpn-o- nxbnOUAr l+rN01rN. Reeb++p+fir TOfwrb++G OT
+y/7+lup.104 X0 L.N+ LoWY+O L q. Raaisnp+let T i I4 oNuO Ipid.g l.4anL.oedlp L.4+fitp I.IpYq l.od p LONr+p L.44tnp I+ t0N.0 Lo44np --: IOWno L.Wm.T9bg _ _ ' , , ,i $• dMU41on EI� 1 ��' A A�' l �� C I
C a
42b 170.0 ai4 170.0 136 170.0 7M 170.0 tra iTAO OW 'Too No in.. 492 tra. big 1780 life 170.0 621 \70D tx0 t70.0 us LraO Nee 170.6 521 TN.. 1.69 Imo 021 127.0 1480 1T6o 521
411M 170.0 TW 170.0 624 ITO.. 030 170.0 001 11- p93 170.0 N6 170.0 1153 170.0 651 110.0 127. tro.0 W7 1603 1303 1J0.0 6/A 00.3 13M Imo 610 111.7 1303 110.0 ON 97.7 13W 1760 060 � 3yS S
8 l"ffi 110.0 147 170.0 "a 1700 116 170,0 631 170.0 1046 IT0.0 88{ 170.0 tta6 iTnQ M INA 1230 1780 747 1444 195 m* T00 Hat 1235 170.0 740 100.1 5216 IMA TW 6T,• 1230 Ira-. 736
"k, 170.0 1177 170.0 012 170.0 tab 170.0 091 130.0 1110 170.0 764 154.4111% 170.0 603 137.2 1160 1780 6]7 12J.b flab IT0.0 000 102.8 1106 1]0.0 001 00.2 1100 170.0 tat 7.].2 1108 170.0 601
00M 170.0 Na TT90 704 1W.7 10+2 tm.• 797 143-0 iW2 +01.5 d>2 12b.t 1642 t4a.T tt5 "'
t L2 1513 i]e,6 t0) 1eQA 1042 +30.2 7W ia.4 1042 1211 742 77.0 IM2 130.7 Tai 02.0 1042 123.7 702
al. ITOD 930 170.0 74! 151.2 1R2 163.6 011 121.0 103 144,4 10p 113.1 992 1#1.P 703 100.0 992 12\.4 766 80.7 992 114.1 TOe 704 pat 108.1 lig N.0 092 106.0 TM 00.7 992 M. 7N ,S+
66. tmA 947 M1T0.a T8P iJT.t 617 110.0 766 H6.1 W7 tW3 JN 10.4 047 117,7 Tai $1.6 wT tOt.7 738 62.7 9N t0.L2 727 84.9 84T 98.1 Til 51.t 847 04.4 Til 5t«T 947 N.O TM1i � i'n f7. b' ✓�
Eg
U p
135.0 ef! 1M1T 7.]T 1153 ae 121.6 722 17.0 0{0 1009 Tp0 64.0 N9 914 696 786 N! 08.7 aee W.p N9 627 Tv M.0 Mg 76.3 No Ig.6 016 nA 002 42tl t1a nA 631 A
78 Y+ tfbd 762 120.7 608 Ot.3 703 /�.8 651 63.8 Tet 00,0
*i4W2e2 b.! 120 843 702 71.2 620 67,0 lP2 602 013 10.1 162 02.0 602 it.i 762 609 "7 38.1 7!2 gp,4 093
Tat. 1049 734 ILIA �{ 600 7.t{ M.0 621 70.3 7x e2.6 721 TGA to 19,4 Tx OI.i 691 N.1 Tx 63.4 085 44.5 7x 57.3 5J3 30.2 n4 04.3 001 33.1 724 63,0 00,7 474 4*T Oil 629 60 47.1 448 368 5{7 42.6 452 344 043 396 446 20.0 643 34,0 136 x,a 643 WA 430 21.7 643 30.7 42509. 67.3 4h 30.0 427 11.1 i>a 19.7 419 tab IJ9 13.2 470 306 100 31.0 {76 S4.e 10025.7476 320239 410 ?a.l NO 20.3 476 25,0 360 17,6 .11 x.2 370IN 1t 40.3 317 41.1 315 33.3377 34.1 330 21,p 377 34.0 577 784 32b 220 377 x4321 20.1 art 22a ail ti.6 377 18.0 3t0 14.4 37t7..{ 344 +3 f}111. 37,1 337 M.6 323 30.9 057 31.e 316 20.6 ]OT Z79 357 24.4 309 204 337 73,4 006 105 WT 20.1 7+07 IOA 357 17A 794 4} x
300 ige ZI9 x.6 >m 23.1 2H xA 306 247 306 tel z17 t¢3 320 R.3 2e3 E- '.l' N S !
IN. 17.0 212 0.9 1ga
I
TALE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA: ! Z"�g4 '
Ane Or Ca bit I• ANCHOR CNP,,,,,,,,, _ I '�
D.NBatc 2.71 tStat4Ye 3.011/qx,. N61pT CMU F4W QA7 v YNa¢ Mtl.t (OP„)X( )-ANC110R CAP `A
An Ch or Chp pattern. V4'6a Eba WIWEW 1-4.96 L1oo .400,.1 11281-1 /1201..+ MULLION CAP•-....
NWM1r Tri+. srl."Ebeuwto. 7.•rAee u,-a+ vie^Eco warm v4•Eb0 u0n191 A99. - w-eon Aa2•lallor a 11 wi ev.w 1931 0,-1-) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Fag.mt.,c. 1• 2-tm t r 2-1rt" 3.116• t• 2-tri' r 2-vt- r 3.16 2- ea.tr aW 0.3x• CAPACITY REQUIRED'CORRESPONDING TO AN
EmeeO+++.41. tars" 1•Wi' 1-14' 1•W4' r 1-Iw 1-Iji' 1.114 1 IA" 1-94• 1-114• r tart fart e•lil ACTUAL PRESSURE REOUIREMENT FOR THE
3 AnIMn 6•Nb.D.C.I BYt1f40rolaglrao lFla.lb2k 340103 3909w 6041.. IW44 20010. 351 DI 140 Yee 37.1
l4¢ 801104 lamps" b ii2Yr ,4 OPENING,WHEN IT IS LOWER THAN THE MULLION
AncMn@2.2SN,.p-C.7EbnOrq(Or4ase4C90 fft7.37 T009n +a0 hi NO 14109r 052- WA 060+04 WA 630W WA aW lir WA 682, 685,5 1120 At CAPACITY(FROM THE TAEILE)OF THE SELECTED
BAM.0n 01.10 MYt.w.C./aWlartl(r+7,NI G1W Ota.ik 040 b. 14001, WA WA MA WA 76011. N41 WA WA 1Wt WA 1363, 177410. 22WIM MULLION.IT WILL YIELD A MINIMUM ANCHOR
♦A.nct•140YMIn o.c.Amz.3A.p4 A9y.ak 746 tt. 7.w la o-
.-h- 1860+l. ta9ad MO ba Geota WA lap b4 T.I. .60204 itl911W 66220 6651, 1120205 CAPACITY WHICH MAY SE USED TO QUALIFY 1
t �YtAiO-O.G--1)345 A+q,GTOeJFf0.07. tiro m. 11701- tWgtM 2340104 L•Hh .101M 640 N1 WA 1110 W4 t1221tM /5208 203a+at 2022(0. 13710- 10010 ADDTTIONAL ANCHOR OPTIONS FROM THE
4- 0.445W.OL.Il4a4i,.Io.RS"A,m VA.77 WA WA WA WA NA WA WA WA WA WA N. WA WA WA IVq W. ANCHOR CAPACRYTABLE
2A1,Mn 2.74 MK O.Ct FCifp fftl•iY. 339M 30010. 280 aM TOl lel lt6 W. WA 289 i1a WA 1/6 iv WA 44014 WA 311 D1 442110 OLa iGi PRtODUCT REV16ED 1
4 Anptlpl t.56"MI¢O.C!F•q F ik 140,5 TOa 44 WA N/A WA WA 3e0 M WA WA WA WA 067 M eeb ib 1120.1 NTI+!t with dm norift t
NOTE:FOR THE OFFSET QIP,USE THE SAME ANCHOR PgTTERN AND ANCHOR VALUES AS THE STANDARD CLIP- -.i 1.904• �••- AelccWa� )(p.b211•
EA i+wi.n Dots 7jOtt S
TABLE NOTES( - +
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9: By 1
• + • • • • • r • : * I
SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE
. EE
Mfaml` \it � t
SHTS 2.4 FOR OR NSTR INSTALLATION METHODS.
2)LINEAR INTERPOLATION BEI-WEEN MULL LENGTHS ANDAOR OPENING WIDTHS ISALLOWABLE. :e2�;•'\ICENSN^ •-,'S) �!.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT'DIMENSIONS,SEE SHEETS 21.23.FK3LES 4,
NA.G6't05 -'
TO Be DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SNOW '• _
FIGURE S: FIGURE 01 FIGURE T: SUGGESTED,APPROXIMATE HOLE LOCATIONS. .
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT41LLED %'35 C.t~
• r s . _ n - TATE f
wC 1
BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED YELLOW
CONCRETE ;ORitl-
SOUTHERN PINE WITH C7
AN SO OF 9.55.ALUMINUM SHALL SE 5063-T5 AND SE A MINIMtR4 OF.126'Tt9CK.STEEL 126 /+�CZ' A
ST UDS TO BE A MINIMUM GRADE 33AND.045eTHICK(1S GAUGE).STRUCTURAL STEEL TO BE AT LFA5T.125-THI2, L -7 r✓,�5�/(Th)n1 G��.`
ANGLE CUP(FIGURES 656)MUST BE USED IN PAIRS. AND A3G.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.NIn& 6•
/712 ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. MlILL10N f•X 4'X-t2A.LYNN+M+��ER,P.E.
FL P,E.M 58705
TABLE TA
e inti
51ut(IrnG nU ;Mle btllR7 9��� ;F�
Opening 0vlath Por vGOic yspotr.rlq mujjam) Op•nlnp Hight(lar rnAmnl9yapcmt/tq"'ifto s) 4+"y. K I.
Yln 60In Totn I son vola IOOh 1201. 140`. toots
MW,•aY Tty7ai4p. RwtnnaJar 1160/niu,p, -i.e.. TIanT44nq. R.n•tuaar TtaMib•19. Raolln9,4• Tnpriltanp, F4etmpior 1601.00. 1ta0laa0niar 7114JTi.n9- itopbnputY TaM0an0• ReOPntpail 1taW91•+9- �p F
t1[•ft s7f V�p aoalMp ldmn0 LOaan9 l.aab9 1ma,q 10.6.9 Icaa39 l.aa,t L4aa9m W4a/g Laaoro iwaro 1.06.9 Lv+1o. f.a_ lamnp imraro P c
Alum.Tubo �$j $I gy �fif 1 'Q} �bt �6.," p qa q9. g0. B
N0q n '�011 I �' i7 �' ,g 8�' O � Cl $ A�' 3 � 6 g' O � J� O �' cl)
111 if
'mi if
$ li rs. s 11 if
O F L
8M 1340 620 t7e.0 433 130.0 711 1160 470 i7Q.0 e6a 170.0 901 170A 097 ITa.O 618 110.0 1316 170.0 SII 4700 4148 116.0 Ott 310.0 f448 110.0 621 M1To.O 3133 IM.O 027 1700 1.03 310.9 all � � M
4e In 1700 7W 1M.0 624 1100 669 110.0 601 110,0 092 110.0 030 }TOA 1/]] I70.0 1111 170.0 I]7D 176.0 677 17x0 1417 IMD ON 170.0 1100 170.0 000 ITOA ISM 170.0 000 151.0 2924 170.0 Yo ,,tt x
60.020 to 1700 11, 1r 603 170.0 No tN,O 0}i 170.0 104•taa.i
63 170.0 tib IT40 723 ima tma '10.0 747 110.0 1191 310.0 730 1TQ.0 1793 1740 760 t6@,O 1918 110.0 Toe 130.6 1919 /10.0 708 � �ii N c
MM 1700 791 t7e.0 611 110.0 050 170A e01 170.0 111tl 170.0 1276 1'70.0 e0a 170.0 1134 170.0 037 IT11,0 lY4 1740 000 100.9 1709 1100 001 131.1 1180 110,0 061 120.0 iTY I7na Yl Grpir]]
0010 310.6 003 110.0 tM 176A MOs 3760 197 118.0 7840 76 NR¢ 1411 /10.0 944 1100Ti9{ 170.0 196 133f079 1104 10]3 124,8t■f9 1700 1063111.01619 170A 1003 07.1 1019 /TOA fO63 toBIM 176. 030 170.0 743 110.01110 110.0919 170.0 1]01 S 1740 1468 170.0 1011 IY,7 IM2 170A IOM 141. 1M2 17D.0 It= IIT.O 16G 168.6 11M 1047 IM2 107,9 1301 8L1 16{3 itl7J 1157
974 110.0769 7168 170.0 !03 WO t3M 02 100.8 Rn 170.0 /OBtl 1428 1471 IYf ilii IMO 1472 two IIM SOT.1 taT2 NT.O 5100 4/J 1472 INN YtM 842 1412 1460 3IW1270 110.0108 130,0 13x0 01 1320 1320 t{Ob 1002 11/.3 /]2Q 157.0 1009 106,0 1320 1266 IMO 90.0 1]M 111.0 1024 75A 1320 1125 1013 O6.o I320 112.5 1012 � W78M 1700t1n 3100 WT H9O Y1M 109.4 4013 114.2 StM 4 1122 tt9< 320-T 818 98.1 1164 1163 964 4.6 1/M tU7.6 6qZ 74.6 if. 91.8 936 64.1 It04 Rt,t 027 mi 1'. 823 975 tDjy101. Ipll1 Ifni ITO.o i6! 13•.1 1121 117.0 e46 YIaA 1104 7 tOae 1110 Yle.e pal . 1124 Iola B18 no 112A 915 006 Y.2 11]4 e9D 090 69.3 1124 H.0 06151J 1124 632070LLL
Win 100.3 643 111.5 J]tl 77,2 844 e 97.9 Mt 73,3 TO wt Ni 045 702 M.0 611 61.4 093 45.0 M4 64.2 678 WX 044 NA 006 339 Oil 47.1 662
8991 00.1 711 91.8 Olin 74,2 ]12 77.1 662 130 712 07.1 I M1 d6.7 Tae Y.e ei1 19.6 742 M.1 Ot2 14.6 712 10.6 610 "A TO AB NO 31,0 742 39.8 690 27.0 742 37.5 5M
100 in 62,0 306 03.9 130 42.1 b00 SIO 32Y 14.7 608 46b 613 39.1 666 41.1 503 10.9 866 31.3 {98 31.3 bas 342 we 20.1 316 20A YI 72,3 606 "A 412 10.6 NO 24.7 iia
13141 67J 660 M.i SO] 440 066 'Re 493 10.2 806 129 467 36A 665 330 106 32.0 e00 342 473 ]q.0 635 Ol.a i6T 24.0 560 77,1 uT 2oA 065 ]4.1 146 110 060 22.4 4<2 w1yy+.
1201. 40,e 416 10.6 au 760 iTo 34.0 41e 32. 418 33.? 426 bJ irn 246 ata ffi.3 iT6 20.6 308 220 175 24.3 404 19A 416 2Lt 395 16.3 17b ti.T abT 14.3 4Tb tT2 Sit IT,.. 'a yNy Y h
X ¢ T h
110b WA 3]O 28.7 ]0! 220 630 7L{ 301 18,9 330 IO.a 207 LOA 330 17.0 2[a O O P
ANCHOR CAPACITY ADJUSTMENT FORMULA:
M6ha1 Cr 6Q1 Table br ANCHOR CAP o,�,
wtmt. male 6614 t3awe. 119(0.'1 cMu Fi4Gt]IIU Man (00,,,)X1 �QANCHOR CAP.,,.
A11QIIal Cllp P9grT9 A,whvTYF'r 3TIQ 1aa.uaanoe V4'Eba ul0a9m WEl-iOWRm Yf6'Ek6 UVsm IM'Eb0 U1/99a1 /I4'O6 Elm W10'ECe W'60 Eb9 a r00 M" .125gn 01261ad MOLllON CAP., ...,
A9w OG ia..<on A9o-•c.br (631-1017 soon tG31 USE THIS FORMULA TO OBTAIN THE'ANCHOR
EOpa aa•.cb(a) r 2N7X 1' 2-tri• 3-tu!' 1' 2-vt• f• atrr a 3.1r0` z• o,ec 4M- 0=1CAPACITY REQUIRED-CORRESPONDING TO AN
E•Deda4nl Dnl: 1-311• 1011' 1-3/4' 1.11• 7 1•V{' 1-va' 1.110" I -1M' I i-l". a 114' r 1516' lae' van ACTUAL PRESSURE REQUIREMENT FOR THE
2AA0119np4.T3'Mb.O.C. Nr,d•OMabOi cup(F1p,10xk kw 450 b4 600 t bn 276 P• 2661. OMm JiDlha 31110 W W Mt 104 14160 Deere OPENING,WHEN I7
1S LOWER771AN THEMULLION
<Ancitwi@zzreivt.a.e.T81.na•d.-tea0c09P1v.4. no re 700 me saab 1119 re 957 res wA 300 ipe _WA atolm WA oro/6a WA eel m4 W`5_ 11]00.,6 CAPACITY(FROM THE TABLE)OF THE SELECTED �
6AlrlapO l.tr MR a-C.I ObMrl(ot03'3W C9p 079.4 D19b 1400�6a wA WA WA wA 100 iW wA wA WA WA WA 130]1. 17M IW 1100166 MULLION.IT WILL YIELD A MINIMUM ANCHOR 9
4Ansfaa rMn a.c.e(1124e A..TIe TJIa T IFI9.9k Too Oa 760•. 9eoft 15e0[a upe ra Moa SeolaI wA Teo•4 ria la lotW fe9aa Y]r. eiatac ltm l0a CAPACITY WHICH MAY BE USED TO QUALIFY h
OAnatarOprMR O.C,Jp>24a bISE37(Fb•0k 3110 Rs til IDa ION>» 2HOIn Z.W arab M6W WA 114016+ 11-1. t3tU is 2e]e15a TOXSb 1327m iOeO w. ADDITIONAL ANCHOR OPTtONSFROMTHE
♦AI•taaa 0.49 MY1.oC.IUQp,Nb.l23'AWT.{Fb tk WA WA WA N/A LOA WA WA WA WA WA WA 1701 n!A WA Ia]0 me ANCHOR CAPACITY TABLE. 4
IAn9tlaa 1.25`Mh.O.ti7 Ftlf9ST10.87 a30W 300101 TflO O• 193104 4M/ta N/A 206tri WA 3t3l4Y IVA 44Q9• WA Mi1ea 44214 ON,I PRODUCT R6VISIGD c
4 AI•Il9taA i.ib'Mt,.D.CJ F-p .D. 16610 TOO1St WA WA WA WA ]O6Ila I_ WA WA WA WA 6Ci ra eel iea 1120 ib cOm01710a+vw0.Fiatida
NOTE;FOR THE OFFSET CLIP,USE THE SAME ANCt1QR PATTERN ANO ANCHOq VALUES AS THE STANDARD Qlp- Belldind CndD '
1.000• r @A.=LrIZ16- 7110.05 6
a2t �
TABLE NOTES: B7 c
FIGURE 7: FIGURE 2: FIGURE 3: FIGURE 4' F) RE 8: FIGURE 8: ON
EE SHEET 1FOR HEETS 2-4 OR ON USING THE TABLES AND SHEET 25 FOR INFORMATION MMm DO%hobwj Ooa
• � • ON LOADINO.SEE SHEETS 2-1 FOR GENERAL INSTALLATION METHODS.
• • \ 1 LYNN --moi
2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR QPENINO WIDTHS IS ALLOWABLE.
• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TOSCALE.FOR EXACT DIMENSIONS,RESTRICTION
SEE
•
SHEETS 21-23.HOLE$TO BE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRlCTit7N8 4.000` 4.01X7• NuSg70G ,-
SHOWN
ON SHEETS 21.23.FIGURES SHOW SUGGESTED.APPROXIMATE.HOLE LOCATIONS, ry
FIGURE fi FIGURE 6: FIGURE 7: p
4)SU@STRATES:CONCRETE SHALL CONFORM TO ACI apt SPEGIFtCATIONS.HOLLOW AND �' SC
• • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE1•'."' "IO�,6 =U Q
PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0-55,ALUMINUM SHALL BE
0003-TSANO BEA MINIMUM OF.126`THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046' ,375' .375
ANGLE CLIP(FIGURES 666)MUST BE USED N PAIRS- THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST,125 THICK AND A3@.ALL ANCHORS -1' L -2' ��A`���TJ�' •• tvt;:
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.%t0 6 012 L1'X i'%.376' r Y'X 4'X.315' { ri i
ANCHORS WTO WOOD MAY BE STEEL,10.0 S.S.OR 410 S.S. 'T'-MULLION MULLION A.LYNKIIMILL ,P.E.
FL P.E.p 58705
TABLE BA qNiv Mullion Ca ori Table Ilitse Openlog WIeth(for wistwe1"spor"no mullum)Or Opening me lrt(forlq,i r llJapSOIn OON 20N .In DON see 1. 1201. S
Rrolv.ply Tr.Tivp. m-ngN.r inMH.nO. R.01v,yl.r TrwT.` 0 'e"t-w 11.P T.nO rt-9Je1 TJPrete110. R.c-nIn, TI.P- q. RIc1lnOwr T.I.T.mg. N.cYPptr ltepllflrry• R.nen9ur Tr.pRll•^0- l`
7.20^a Iuv1,q I.n -.na Lwdbp �a'
IdJnD LOrNO N,•iJnD lw.6q WGnO 10.3.0 L0961D w_.D loeA.Y ^.JnD IMJry LoeJm LaaJtp 0 - w C
9.'188"3t ya _ ,�•
Tubo Mull h
.fn 170.0 020 IN.0 435 DOA 744 IMA Ila 170.0 066 170.0 1106 170.0 00] 'Too 610 1700 lit* 170.0 631 f70.0 1240 170.0 521 170.0 1168 time 031 170.0 ti! 1]0.0 621 101.6 1160 1x0.0 621 J �
W
Ia In 170.0 '10. 110.0 521 170.0 0.`O 170.0 56t 170.0 082 170.0 O30 170.0 113] 1]0.0 wt Ime 1275 170.0 677 1700 1417 170.0 ON us 161. 1Me We 1]2.7 1616 1]11.0 fA0 +16.1 ime me We :;4 iu N C
us
50,520 In 170.0 747 17..0 m5 Isee 103 00.0 631 1A.0 tON 170.0 620 1700 11th 110.0 Tri 170.0 1]16 170.0 711 167.0 1166 120.0 TN '162 lIm 176.0 }66 110.3 116. 120.6 7m 100.0 flet 1]0.6 ]m W o' 0
"In 170.0 767 IT0.0 612 170A .59 1700 Wt 170.0 1116 17MO 761 170.0 12711 170.0 603 1011 1376 170.0 6A7 116.■ 1]70 170.0 (M 122.3 1376 IT60 mt 101.0 IJ76 120.0 m1 .1.T IJ7t 170.0 al m 1n ~
tON 170.0 666 +80.0 i01 1200 1 3 170.0 201 166.8 Iter 1760 176 13L0 tlm 167.1 930 +aA 1150 1m.0 DID 111.3 11 S6 1m�0 2/] tR.l 1tm 1140 Dm 761.0 Ilm 1N.6 600 09.6 1150 120.0 905 W m J
-1. 170.0 030 170.0 716 INA 1061 170.0 ON 137.2 1031 135.8 1@ 130.1 1061 112.0 N. 100.7 1031 132.] 637 00.1 1051 126.7 10 m.1 1ml 1165 072 We 1661 110.1 621 me 1.1 110.1
ms. 167.1 p) 170.0 760 1]92 107 161.0 Om 116.0 Wr 131.0 M 101.4 667 131.6 777 136 6157 1122 767 816 057 Im,5 Tee ODA OA 1060 750 110.7 057 MA 110 612 OS7 00.8 716 2
13N 120.7 tD1 130.2 600 107.3 101 lla2 061 ol.0 604 101.3 671 80.1 801 01.4 m0 7" Sol 01.1 050 61.1 601 ]SA O/J 03.0 6" 12.3 V] bA AI 60.0 620 103 ON 69A 020 = � W
TO In 108.4 m 111.4 m0 01.2 732 07.2 .1. 76.2 722 86.3 Me 66A 772 70.7 503 WO 723 70.3 m6 01.7 722 03.6 am 16.0 733 62.5 670 30.1 Til 60.7 665 31.2 )a 60.2 661 is Z
re V
5 TON 101.3 OO6 103.0 OW N.l 666 tD.e 6tl ]2.3 em 7" on WT 615 see ON 002 M5 OI.a 660 Me ON 661 661 13.2 We 6L] 616 b1 666 61.1 mi 31.0 4m 60.1 630
Win 610 616 68.0 187 61.. 515 117.6 IN 17.1 513 60.1 111 11.2 Sia N.] 1]I ]S.. $to ID9 12. 33.6 516 ]7.1 IIl 27.6 to 33.1 Ili 2i6 610 ]O.f 107 30.6 SIS 30.1 101 x Z DCVO h
08N ]l.] 19] m.0 101 161 1m 17.1 357 See Im 11.0 7.1 SSD 163 36.1 Sm ]O2 fa3 ]3.0 379 37.3 lm 30.1 371 32.6 153 20A ]04 19-1 I6J 21.] ]00 11.0 4m a.. am Wd 610+•� p
ISO In 30.1 m6 00.0 323 ]1.6 366 33.6 311 Zl2 Jm 30A 310 a.6 ]0. a.] 303 312 060 13.1 304 fD.f ]m 30.1 503 16.9 im 16.0 303 N
IH1n ]'1 336 ]5.a 306 2D.a 3]e ]0.1 301 35.1 ]30 2i1 24] 330 034 n.2 203 tib 330 20.0 2m 17.0 ria 10.1 245 � X 3
N y h
1301. 27.1 220 31S 203 ri.6 10.9 203 2m 17.4 300 162 2m 16.1 303 /S.1 NG C~O N Q
144 In 16.1 201 56.3 IM ��` Z
TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnehOrG 6e T.bla b. ANCHOR CAP,,,,-•_„ -a
avm a z.2k axlcme 661 care. Nam.ntu Ftl6Jeuu Pi w666 NOJ (OP)X( ).ANCHOR CAP.,,,
LtC Uro V!33 Ek 6116'Et0 V!816 Elco 616 Slat .12SIml MtS e1K1 MULLION CJ1P.,,".,�"
Ar1031orCllp Pt[mm1 A^`^r n'pe nlc t7wwwcal I•a3.eur.eon ut�.am Srlr Elm Wnrm vlek.ul- A"- 11a...m wQg-wr n,w(c6)9erex 1-61 gar(-5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
e olatrre 4m f• 2.vx ut• z-vx strr t• z-vx 1• z-trx x slrr z 168• CAPACITY REOUIREO•CORRESPONDING TO AN
FJem611e01 1011• tall• Carl• fy! x
1•11• 1 141! t-/a• 1-v! 1-BI• l4r! z• to'a• 1088 motet ACTUAL PRESSURE REQUIREMENT FOR THE
3Arluaa 04 yoac.rslm.lam er-eon 0100141 5Ww 5ms mos Boos +61020 zrow ml0 351 of ]w Im Maui cu lm wat16 3110. us Ta6w OPENING,WHEN IT 15 LOWER THAN THE MULLION
lwrerca®t.ts un-.C.r9fellmld(.I Orbe0erp 6tD 27 1601]3 ]ms NM WA mow mow JSos N/A I2M HM mow wA E21,
6mm +tms
CAPACITY(FROM THE TABLE)OF THE SELECTED U
4ArctrNSBSNn.on/(A tab A10bLv1110 7mw 760- ®Dim 16WA crow 510w Sms NM leotm Tie lm em me 1e22s ems 112aa MULLION.IT WILL YIELD A MINIMUM ANCHOR N
Wn
Do.-201.o.c./ucy,.Nb.lza Aum. 4. N/A mow HIA mow NM NM wA NM mow mow mow wA CAPACITY WHICH MAY BE USFW TO QUALIFY
{np220m 116s Sas 1JSw 110s 17716+ ]]61m 167s 037s OJs 321s ze0m ADDITIONAL ANCHOR OPTIONS FROM THE M
2-1.11 Ql.lr Mln O.OJPL 6 2106 >mb WA /IOt MU Nlw 1DOs NM WA MIA WA WA 311 b. 112w SWs ANCHOR CAPACITY TABLE. PRODUCT REVISED c
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. n c6mpl7irla..ilh 103 PIuEA C
Builds.,coed �6•'6'd1S•03 h
FIGURE 1: FIGURE2: TABLE NOTES: x1.250•--{ B.�n1(m V.I.$6Ll U
'• C• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION MINni 0 rrDlawl C
INSTALLATION LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATN METHODS. t l I l l l l l r
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1``AO�YI (•,N M/[�J�Ji
FIGURES; Be"
•�. `CENSE
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE _--
BE USED SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 1�: Nu.56Y05 •7`_
0 CLIP SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. 266' '
IN PAIRS. If.4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND L _•(T'. rn g C� /m a
.GR
IN
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GSD.WOOD SMALL 't -f/ _ J'
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T '.•�() Ih L-"j,".
•.``./1: B
BD63-T6 AND BE A MINIMUM OF.125-THICK.STEEL STUDS TO BEAMTIIMUM GRADE 33 ANO 1,25'X 3./08•X.261:•MULLIONORIOP..•`�\`� h
ANCTHICK(t9 GAUGE.HALL EXTEND
STEEL S BEC L�AST.125•THICK AND A36.ALL S•" •••"••- t�
(1-1/4"WMULLION) �•♦ U
w ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 7/7 r ONAL..
. 010 6 012 ANCHORS INTO WOOD MAY BE STEEL,160 S.S.OR 410 S.S. A.LYAIN Ili/ll!LftT,P.E.
FL P.E.71 58705
TABLE GA
MYYbn CH •HI T•bl•ObMI� }rp4 �Fc,
op.onI vmth(brwticOA•-•DDNIIIV mOl10111)w0 nln0 Ho4hl(fbr h01126 v,.p•MIrV InJio1�) �)l <
It
SD iw m. TDY bIn YOb fOHY t2a6 1.0Y L Y aM{ •b'
t.20KD.26 IYalanpNr TnplMuKa R6eImW.r h�hYnp 1leblm9ely T-pRA.ry, R.cYmJ•r RbReoY�naub T-plTamy. Reetmpa✓ RLpIr.nO. I.q.mJ.r T-PRX.np. Rwl.r,pa.e T-P?.Imy R.aIYNWRm 1F•Jn.rY q� r
..100 IueJap Lnitn9 1..6',N t.W1n9 •a•'q Lmarq trona mr4 �N M lneaba e•!N luJ'ta lud1D Latlba LwdrW Lm6Ylp La.Mp t
A=� 19 1� 1A I I Ig o , �.g _ �L g gIla A 1,111 1 111 1 1cn
N•. noA Dm vo.o 43e no.e t.4 nog m no.9 eu In.o aoD vao wx no.+'.-,
av9.o ++tl vao eat t1+a Ela n9A ml 1:r.1 ntn nag ml Ime m Iro.a 6r •e.a tuw ne9 ut
o. 1ro.o roe no.. m. +mo em ITDo IN lat.. w1 I- a10 Ha. na tto.o l01 190.. Dm vao an Uaa ne troo em n.t ne no.D aea n.e are .Too tb9 T1] na 1m.o em =+
so.a i. ero.o To vo.o DIa no.o ma vao eat lm.r nr non DI. 13L1 m +9•.] ru n1.a tpT ls9n m1 Im.6 •17 1... ate •r.v nT Iae.1 aes Ta. Dat 1a1.a Da a5A 23r lean ye � w
a.In inA Ter ItaO mx ta.1 DDa no.o wt +aa,e Im 1m.o Dal ns.1 IeD u1.a ae9 lmb IW ta..o tl00 nT e1D IN.a aw n.a av vat mz DLa t1r 12.1 au ev9 eee m.1 m2 W o
rob 10,2 14e IM,a ex f D4 H9 132.3 lm.. I.a UT.e age ee.a tm IeT.e eDa ro.a rtl lot.o s12 /1.a rtl Da.1 Dn a1.t w o1a m] st.x T.a n.a sal Ns Tm 91a et] 2 N 1
tln laa.t or +S2A Bro loan en uaa aae mn ua Imw m0 >rA m 01.4 e.• e0.7 nl u-2 et• e1A an alA S11 m.e 011 mo N.2 an leJ em 1•A an ID./ m0 J
w
eeb InA 817 114.1 Dalt I•.1 JF 011 91.0 619 TDA eta ea.a eM W. fill ra3 am SDA H17 )3.0 N. - I17 ee.i .a .l• 111 0... -4 et1 m.T . ale 017 e1T .e2 = cn
)2b e].9 611 ail .]a 00.1 611 7. 1b m.2 61e 60.3 .a2 01.1 010 •9A .2e N.1 a10 6..2 .1D .la .1. e0.' .l. a..i Dte 4►a .O9 L.0 610 tlD .Da
1D N .t6 Oi9 ]De b1 166 6..9 aDo ...\ .a6 .D.. ]a a1.2 .e5 .S.a SID 111 ]I. 21.1 tlD ]a.1 M7 t5.2 4a3 ]a6 ]e. 229 .t6 ]OS
)B Y1 61.2 ..1 eL0 Sn1 S..] .n n) 119 tl.. ..l b9.e aT2. .ap ..l tl.. am a6S NI 41.0 YD ]9.1 ..I a0.1 S36 2i] NI N.D a1H 2a.] ..1 S1.L 4
4
1 12
1 316
mY .2.. 1aa .].• 1H6 ]!. J03 am 3M ]9.a W ail 2•. 20.0 aei 1GA 2m 2)11 a]] 21.1 SIO 31.2 ]D 2..1 ]t1 17.E 1]2 21.a a6 10.2 >33 19,• ]•1 11] 113 11.1 Tag )„• 0 r
aeb SO.O 2D1 a].0 3t0 20.1 T9+ 25p 26.9 2.1 1EA 162 21A ¢t1 3a.0 24e 2.1 21.] ]N n.0 TDI IDA 1.\ l..e AI Ir.t tae 12.0 201 15n M Q O
z
lab Hn ]a0 1a1 /0e 2a0 230 21.1 205 ITA 2a0 tA] NI t6A 230 "A EDD
Y G
m�. 2:.D ste aae to 161 ale ln.. tw m.a zlp te.a tv1 /..t 211 tat teD
LU
120In 11.D ta) 1.2 1t0 16.1 tar 13.a to m
X a
L) N Q a
ABLE 913 ANCHOR CAPACITY ADJUSTMENT FORMULA.
AnchorG De TIh11 Ib1 ANCHOR GAP.,..,,_, t•� g
atb 2.TK[;wgrtle a.eYfac. NmoH fAw Fi.e CLIU PT OYne6 1 (OP,e1X f )-ANCHOR CAP__
Arv:lw Tyle: ata•[am u4mos ll.•EYOutamat M1•am a1a'Elm Llnncon 11.•El-m- fl.'aD FJm alr Dba uc DD[t0 nO BYaI II20erol n2 sl.a MULLIONCM.,e.,�,
AnehoT Clip P.M.- m-a.t- 1r�mm .La re.fOsl 9clew teal ilc-H III.) USE THIS FORMULA TO OBTAIN THE'ANCHOR
f.be d.rm.0e r 2.vr 1• x-vr stra• 1• 2n/r 1• z-1n• r sue Wr.Lw �o.4e• asa- o.as.• CApgC11 REQUIRED'CORRESPONDING TO/11.1
D-bt•D•mt b tare tale 1-ac lase r 1.6t-v.• 1-IA• t•tN' 1-v.• t-v.• r gala' tarn wbl ACTUAL PRESSURE REQUIREMENT FOR THE
zwmin-O..TD•Nln.o,c.>91m6..6aoD.al2 1 ./ IN .sole. Dso 1M IM4 note 3mb 1S1b i.o 14 ae.le. wale. a.t un .utD. ]ODb OPENING,WHEN IT 15 LOWER THAN THE MULLION
4Am1w10t.tr MYLoc.TslulalmfD.oe..alab LF4 z} .rob Tao u» WA wA 1rM ww am wv wA LVA WA ww wA ea2 DY eeDla 11x01aa CAPACITY(FROM THE TABLE)OF THE SELECTED
.Amh•a•®a•hva O.G 19)2 Aro.mD•1 VV.01 Tlo b Tm m• eao b 1590 b \nYO b slob pm b wA 7m 1e• M.lw fm lf_ .arab eez b ees b neo b MULLION.IT WILL YIELD A MINIMUM ANCHOR F
aAmro-mnD.•Wn.o.c.T uttb.•1..+oo•Awm.t ..T ww ww WA row Nlw WA wA r1aL wA ww WA
WA WA ww Hsob CAPACITY WHICH MAY BE USED TO QUALIFY ,
WEFiJp+(F .6k 1a1b IpSIM 22014 NSb m3b t]]b I.Op 1T)b 3.010• 16>Im aa2b .1]1M tt0b T]Um 2.0M ADDITIONAL ANCHOR OPTIONS FROM THE N
xAmh-. Lta•uLv o.GT Fl2q .a' a.9b xob WA wA wA wA taDb WA N/A WA _WA ww a.tb Nz10• Smb ANCHOR CAPACITY TABLE. PRODUCT REVISED C
conlplyinp wi6f Uw fluid• C
AcIlmdlnR Cud7o�� p21b.P"j F
FIGURE 7: FIGURE TABLE NOTES: 1'260' 1"Pi'dl'+• OZ(
C
• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION 41
�Natcl C
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
Irr
2)LINEAR 0.1TERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE3: . /
ANGLE 3)MULLK)N AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3.260' ��y5��,.•'+1CCIJSF'-.F')t//'
CLIP MUST IS 2t-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ••.7f�-
BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �r�;• No.09705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURE 5: FIGURES: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM f}90.WOOD 9FULLL '100'
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.33.ALUMINUM SHALL BE
6083-TS •--� ��AO••, y(A Y:t T' •;��
• 606TS AND BEA MINIMUM OF.100'THICK.STEEL STLAS TO BE A MINIMUM GRADE 33 ANO I / if'''. p(OR1OP,-••Yj� >
.045•THICK(le GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A38.ALL 1.26'X 1.26•%.tOP .+••-"'" •"�
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. / )fQ�I,^�.�"�•``�
MULLION
p10 6 f112 ANCHORS INTO WOOD MAYBE STEEL,tae S.S.OR410 9.9, A�I.S'NN'(t11LL'Ett,P.E.
FL P.E.M 59705
TABLE 10A
NWtt----pantry Tabu obwro
Op.m0p 11L1AiIT parvwTlcey sp°I.M¢¢mWi )orOPMMp N6iphl pOrhoa2onla•yspemirg manam)
''y 10 6aM r6M Nx >o"r fait n In in Hex ILON dSi 1�
116x3.26 TIa1IfrMna- R+c«�qul+r r...frnaro. B.1r.1y.1« T«yfa.ry Ta.c la. l:aplr4«p, Mtl+ro4aT Tr4pfRi+n R+rtrlp+in Tr4y76Tnq. I2W+1pWar TI.Pw... R«3.n¢4+r T-Kra... R+<I«gJ« Ti+Wr rO. 7
..02I LOMxq L44alry L04aY50 l..d'n6 L.«1i�q LO+a;y b avl! La+dIM Lubnp l>.Mp LwaNB tWx9 In+6p LeibnO LoWYq L+rM•y La.dYy p f
Aum.Tib. _ ro b
MYI6act 97 q $ L .g r �-,... a §..,T20`1-
% Vii'_. 6 �r 'i. $". •5': %,., $
PE 6 i ff A � = xy Q �A u� a A $s "5 3 t & A5 p P y t'Lr �' �. 6 �' i1' m2m 811 :� � a X43 fa 311 fa s& s« a � Ys ae rca 1� QF fa sASac z 3 <a s& fa
42M 116.(1 120 114.0 473 Im.O 744 IT- 41. 150.9 w tTo.O Sao Imo 992 110.0 bta 1146 Iti4 5)0.0 621 'Wo W. Trot 621 1)00 H00 1540 671 in.0 'In Ina 321 im.0 Tl6t Ra.a 621 �
4/M 1]0.0 ]N 1m.0 SN 170.0 NO 110.0 9N 570.0 992 1nD 610 Ina 11]3 1144 01 Noo 12>S 11016 CT1 To.. 1417 Ila. w 174° 1700 D0.6 9n 1119.7 5910 Imo MO 149,5 1 T 1m.\ NO '
54.8x6(n 1]0.0 H7 t70A 1167 ]TOA 1196 /n- f3i N6.0 I. 150.0 Ni In.a t1N IMA 7Ry 1760 WS ON.- Til 1M.o 14% Ina >6/ IT40 1103 Im.O 710 IUA 1811 1160 %6 1]36 1.11 110.0 MC �. B_']i to
%In 116.0 197 tiP,O 61R 170.D 958 IND 611 In.9 1111 110.0 }64 1540 121/ In.O 049 1]46 104 170.0 til 1m.0 /6% Yto.\ \54 166.4 1769 Inc asl 114.1 1]!1 Ina NI 111.5 115! 1)0.0 N1 m Ott Q
a0ln fn.0 690 tTaD int )16.6 ttl6> Na0 TBT N9D 1816 IJ00 616 5140 1417 114.0 944 1itt iHt ItO.I aN H5.4 iSH 1/0.Q 102 120.\ 1311 im.o IW 10].6 "It Ino t0>J 80,6 1511 NOA 101]
cc 631. tm.0 an Im.O 145 1740 1116 it.. am 1)0.0 1]02 IT0.0 WIN
1961 191\ 1n,o to$$ 11" H7. flap Ion 123,3 HTO 1610 100E 1wA 1]70 1629 1072 99.6 H.a 155.] 1x70 ]li HM 165.] Wan IU
661n 1760 9H tm.9 769 in.0 516! SIaO 1143 153.6 f2N 51x.0 /002 1712 tR4\ 13x.0 t0U t2Lt 1248 141,1 tOaP 146.4 W\ 1311 N5 Wit lata 136.0 91/ T7.\ 1246 129.6 on 641 illi 11..0 iib � �� .• �
Talo 167.\ td/ 1m.0 rid 179.E 1069 +nX a9a I1M INf D].1 015 101! IN9 H9.1 fW ]32 1016 309,) 114\ a1.a IN9 102.7 9L NJ 1049 %3 615 59.! 109\ dL2 x20 /2A INS 95.1 am J g ]{ Z
}8N N2.7 Ni t1..i 622 218.! %t 4761 aqs '101.9 Ni 1.L2 "1 .13 944 100.0 777 14] %t ocv >% TWA %I 05.5 757 31,6 941 TTA, 144 61.0 Nt 74.6 777 0.6 NT 73.3 7k .:.! ($
9 >4 u5 1]2.6 \% 121.4 n] 110.0 N4 11x.9 7\7 N1 f% 1024 761 x2.6 6N 81.6 14p }]2 9N N.I T% 160 air 70.] n1 66.0 6N 70,1 m] 61.1 691 a1.0 ml 41.1 891 16.1 i9!
90M !},/ Eli n.J 846 73.6 bT5 TU 6N IIA 671 i5.] 673 SS.T 111 M,2 666 47.7 M{ 529 6N 4311 irT 4.A 651 110 iIt 13.1 631 30.1 /7/ 3x1 131 z4.9 BTI ITS 626 1�OVp S p C
"in n,0 6" n.a 5Sl 51,0 ran 41.4 31. 60.11 59B 63.4 509 44.3 6N 41.8 1.2 363 680 40.0 4M 15.4 5" 38.6 4N 29.9 \A N.) 411 25.2 9N 31A 4as "A 1190 29.9 4N � �{ .Z' O t
to\In 43.1 464 W,! rll iLa 461 01 614 15.6 416 37-t 491 )Li 486 II.9 402 21.6 466 466 27.1 341 241 146 23,6 M2 We 4M If2 )}5 15.6 4N 18.8 ]l0 fn N� a F
111 in 16,6 441 411 iN ]62 all 13] 391 3x.1 Yt %.1 ]YI 2111 NY 30.2 lit IBA 141 21.11 Sn 729 OI 265 ]R 19.1 441 21.6 5U IiA Nl tf.] ]116 tt2 111 1I.9 Ml fn .--
1MIn 16.] ]N 1x.9 ]44 34,2 51\ 51.0 )09 265 TM 2411 334 22X 31 23,7 >2! 20.1 No 21.3 325 16.1 3)B /!.S Jtl 161 ]l\ i6X 311 21: '
ua is 21.0 212 21.2 Nz tT3 212 Il.i 23] fS.o W
TABLE 10B
ANCHOR CAPACITY ADJUSTMENT FORMULA
Nr�
Apah4rpaalry Table
sf9afr+fr 2.Ta cexnm aa6 cac.rpy » N.v ANCHOR CAP.,.,,, •
vla Elco (Op-)X >a ANCHOR CAP.,,•,
ABaharCllp P.H6m6 IVAlly TypR x113 ncO u6v.r+r yr txouryelon IMMcm 3r14•umwns«1 Vr Eko UNs[Bn V4.83 Ot NIR M. ur ss L'1c° .106104 r12Stwl riz Bleef MIA.LIDN CAP...,...,.
Ap{/r4'lr4a u4ocrn ApartAYa ogre.(110)01•++(OS a rag tae) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E68Q O+ini6v N 1' 2-V2 1^ 2-v2' S•t)r Y 24x2^ Y R-ttZ' r a1M• 2• 4+9Y 0.5r x0,924• CAPACITY REQUIRED'CORRESPONDING TO AN
6mtelAlmf lyr I r tyi" lav ir 1 I.M. 1 1-414• 1 M1vr I 14,4r 1.114• 1Ile 2• lye• 1tarn 11x10- ACTUAL PRESSURE REQUIREMENT FOR THE
Ancn6N411 Xe•ufA o.c.f surleaa>r c (N¢R s *W- 4•m- 6B91a/ tfM" 2r9m Im 3640. NBim ♦an 1x4 all w6Wf 64106 41911. OPENING,WHEN IT IS LOWER THAN THE MULLION
a Afcif199�t.13•Yin.i),G 13tsn0la0 a10fl1N)Gep pi¢27 4690! TW- WA NG3 NM NfA 360104 i N+A ww NM wA wA 682" it OWN, H2os CAPACITY(FROM THE TABLE)OF THE SELECTED C
aAfalanA:610,O,p./l2)m16Ar¢Mc9paT p1037 760" I'r011- 6809.0 16®4 IBb IN 31010+ 660 M. NN 7031N 146" a601b\ 16029n 41203 6456 H211s MULLION.IT WILL YIELD A MINIMUM ANCHOR d
6 Afclp9 Q4.64•M9L O.O,/YCIp,Mta.taT A9un.(F6>i7 NM WA HM Ww NIA NM WA MM WA NIA WA NM NN WA 06DbCAPACITYWHiCHMAYBEGSEUTOOUAL.IFY F
tArclari Ps ¢3T 146" too 9n 225s N5" ens 531 tM N04f. 1T1s 170IW to,- ail 4n- 11as alts 26006 ADDITIONAL ANCHOR OPTIONS FROM THE N
2Annea� I.tY MIA D,C3 Ft x61 290" 5411011 NIA 1915 NM NM 100la NM WA NM WA NM 511" 442 a. 101115 ANCHOR CAPACITY TABLE. f•AODUCI'ft6VISFD
P173°6 wtlff do FMxirL
FIGURE 1: FIGURE 2: Bu0a4181>.ido
Aeaep+om No AG-t &%s.d t 1 1
r • • 7.061E NOTES: 1.250' E 4+Nan DNe '+Ili67QtYd 1
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By C
• Mbn4 Ortp TmQle It f
ON LOADING,SEE SHEETS 2-4 FOR OEN61iAt INSTALLATION METHODS.
ti li 1111
FIGURE 3'
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AN010R OPENING WIDTHS JS ALLOWABLE.
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS"SEE 3.260• ?:� •''`,1GENSF• - � �
• • • CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS -_
• BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. CIn.5870!']
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL OGNFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND t\
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-D0.WOOD SHALL O��•r-�/ f qi
FIGURE 4: FIGURE e: FIGURE e; U - •y+rr T$' ti`-^
6063-T S.D BE A MINIM YELLOW SOUTHERN EELINE WITH STUDS T O OF 0.66.ALUMINUM SHALL BE .624' ST tt�: C
6063-7b AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO OF
MINIMUM GRADE 33 AND 'i�/•t'•., PLO$
•
LE:�l .045"THICK(10 GAUGE).STRUCTURAL STEEL TO BE AT LEABT.126'THICK AND A36.ALL ^l .,$ - \-
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, 1,25'X 3.26•X"6z4• ''/15`�"''!Q)1Jnf,,,1.�I�`` C
"HIS
612 ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. MULLION .q�{,1fFjKlltiilL(. R.P.E.
FL P.E.x 58705
TABLE IIA f6
Mullion CJp.clly T.OID p11.AP) :4 1
Op6Nlro Wdtn PDrwdlrn3WspiMnpmJYmm)orOpM.np NNphl(fOfhONzarla6yspenrll>O mYYve) Hl' I
Ni. Nln 70117 wit win 100h twin 14D I. 170117 q O
TyIT,Iry R.eYy4r T,aprin•... R.dr•ylr T,yfdr9. Rb1roW Tr.PRf•n9. a...n7.4.1 TNOR4r,0. R•dal,pWr Tr.yforp. Ra1.rplYr Tr.pRNp. R1dr,04.r TypIMa,G. R.eY d•r T1�a•n.. 1
19 X394 Lmdin9 Ia.OYp La4hy Ledwp Lwiop ,n.dy •mA L..Eng Lu- Ludo. L4.de. --r,. L ,o Li.mn9 10 1
x.624 L. 6 .•l I
: h'- $_ $ e a •R_ $ 5 5_ % £_ .c _ = 3_ 5L_ $,.. E•. Rii
•= a..Mullion 6B a ea s lA .r.' sM1a efi &L= :8 i . F !L � SE 3fi 6G a-$ 4 ?e m> s I� %� � die +�i 5 OF et 9 g� xv 1 ■' •, e x " s �, � w3� FSA @ 3 F a'fi {J1 !3 "sem 3e fd zGR 3 « $a FBF 3 Fo. #g S _ F8d sL FR tD 1
4a 0
la 110.0 62a, 110.0 4X 110.0 7.4 ITA 110 170.0 160 170.0 so0 1".a M lima SV lima Dt• 170.0 621 lima 1N0 110.0 $21 INA NK 110.0 621 /Tama V]s 11"1 621 IN.6 1]I] INA 621
le In ITo0 706 INA 5N VDD 650 amo .N HOA 574 oar Dm INA 110 Irma "I lima 1]r6 Im.0 671 11em NI7 ITP W 170.0 am 170.6 GK ae.0r'"
1100 {.0 ,m.0 2161 110.0 6K = 1
6D..26M 110.0 7V 110.0 5K 170.0 B9G ,700 G31 170A ROK 1700 N4 170.6 tlri 1mP 73] 170.0 1N6 170.0 117 1r.a NN 170A 7N 110P 1701 1]0.0 i5i 170.0 00.0 176 Immo 2111 110.0
Nin 1— 197 IND 612 im.0 .N lrA 631 170.0 111. 17..0 160 ama 1276 tram w3 INA 44N 110] 931 INA 1591 110.6 6N Ir.D HD 100.0 Kl 110.0 1100 N1 in.. 2403 1,0.0
m m t
6a 1n ame Ks amo 701 lima 10631ma 177 Irmo an 170.0 N. 110.9 1411 INA N4 lima 1511 110.0 Do. 11DD mt 170.0 1933 770.0 2126 179.0 IoW 516] 112D vo 15.6 21a 110.0 IM
6]517 7000 6J0 110A Ns 170.0 IIIc 170.0 .60 100.0 1717 1'.. Na 1rms 5160 ,am to" .... l.]] Dam toil INA lass 170.0 Itw Hls ww lima 1151 134.5 110.0 10,1 1D.T 2W 1m. I,11 � W �
5 KI• Ir.O 6R !ITI . T.s IN.. llce R00 .O3 110.0 IW Ira 10.2 V..a 1.. 110.0 IDK 11-6 ITS' INA 1151 17.0 19x0 Imo 1210 lU0 1051 1706 1276 12 1Me HK V7.. Ivs 1rA 12K � Ila i
)21. 110.0 1063 Imo IN Imo 1276 116. 103 Immo NN 1700 1126 1700 1106 Iiia 1222 166.1 1.14 170.0 1316 11..7 1714 16'.6 I.. 119.6 1aN 164! I- "A 1- 1162 K.7 1131 160.2 1]52 Z Q
`2 = a
7051 10.0 1101 10.0 mr 10.0 7Li lma ,a4 751.6 1666 ti-a 110. IIIA 1551 165.0 1215 OLt If66 1K.1 12K 117.. 1156 111.] 1X1 e.,l 1066 12L1 1725 512 ID].] 1219 r].7 1651 121.0 1916 J kZ
76117 110.0 1161 Iiia K1 t70J 11.1 am. 1116 155.. 1671 10..] 1216 Jim. Nlr 152.0 1221 111.2 ,177 1]LI 12K 10.1 HI7 120.6 1121 KJ HT 110.9 1161 71.9 11.6 116. M: ilii 151.]d12
win U2.0 1151 1466 K6 1144 1116 12]6 666 101.. 1110 1179 161 - 1110 91.] 916Iwii 1110 11.5 977 71.0 1110 K.1 .1. 532 1110 TIa 401 51.1 1110 666 ... 11101.1. 117.0 .I6 110.] 177 97.6 916 NIA •K 13J 975 KA 513 T].2 575 16,5 621 ISO !TS 71.2 911 N.c NO 65.4 517 466 .16 614 769 01.6 9lb 621 Tib xe 31b 4!A f-' YC 061Nio 0.2 111 ND 16G .a6 771 10.1 6K 51.7 Vl 51.] 674 61A w N.] 651 13.7 771 49.0 651 41.1 »1 4..9 .7 ]A3 771 M.! 617 20.4 1T, ]fJ .21 ri.l 711 10.4111i9 75.7 7JD 17J Rt f].1 Ile 66.6 .N 64.1 )D 64] 516 41.] 1L 41■ WI lil Tle 45.0 622 17.1 130 41,1 651 /L6 7M X06 600 21A 730 ]IJ N! 01.7 IN120117 N.! G2I 616.9 41.142.6 610aa] 561 T.6 W ]!.2 bu ll] 424 X.] 6]7 ]0.e 621 J2_2 631 X.a 621 21.1 610 21.4 6TI 24.. 99 i6.] 801 22J Of N 1
In 51.7 41] ]SI IK 26.. 4ll 2M 9ri 31.1 IA 25.1 ]9m 21.1 431 16A 171 1).] 47) 1..9 (.7 H Q
a% y a
TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: D-'
Anchor C6 ■ T.-ID(M. asp $
6u,uly x.70 iee llelcmc. .-D4u F.md CMU FTwme uee ( )X( C CCAP.:,,�,� ANCHOR CAP.,
w.,•nv r1.•9."Miocdf 4•uouuNm Etch vle6uounravl yr E.mUa an 114.45 FJc ager Liea Vr89E12A N of N2etD21 .291001 MUWON CAP., ,,,..
AnchorCllp P.tWm. T)pr. V unr A9yomr.. uoxvl wyo,.o11: --t6-6)9 - Rdw(-M USE T141S FORMULA TO OBTAIN THE-ANCHOR
topDeWci 1• xAl2 V 2-- SIAr 1• 2-112` Y 0112• Y a.vr 2 0.46• m6r mail CAPACITY REQUIRED•CORRESPONDING TO AN
emman■11 1 4 lyr lya• tyr r 1-+rr t-vr 1.110• 1-vr 1.151• 1-1rr z +ym• lye• Ire• ACTUAL PRESSURE REQUIREMENT FOR THE
zrvlcron o4.rMlrt o.crmvwnvoeavc 913 5906.• Im 4mm ®mw 1 m m mn 1510 7401017 x�m -no N61e alllw 4ax aaa; OPENING,WHEN IT IS LOWER THAN THE MULLION
4Arc6ei@I.IYMn O.G r91■10vdN C4 a27-4rom froDa WA WA Nu Nut 9mm NA WA "M WA WA ""a" WIN 1120.5 CAPACITY(FROM THE TABLE)OF THE SELECTED
awnclas@run.oc.f Rf aawlple r oma) Tmm lmm Brom 1500 10990 61-0 bas" ho, -mom 7Nm arm 100¢5 602.. 5615" I=tm MULLION.IT WILL YIELD A MINIMUM ANCHOR j
awvv.i a 9.N•Mn.ac.ruelp,611D.tAv7uer6 a Nrw ww NUL ww Ww Nu ww nrw ,UA NN ww ww WA WA
1257ft CAPACITY WHICH MAY BE USED TO QUALIFY
1AtcMTFC 61 oy •106 n• 1960 2X0 "sm 6226— 1360 Ili 6a Inas 90151 1010 2>¢m 47]R• 1700 x11 Na zea" ADDITIONAL ANCHOR OPTIONS FROM THE
z~Tn']0 I.1r N.QCl-NWP ANCHOR CAPACITY TABLE. FROOUCr REVISED
11 wmplyW Willa TIC Flv)If
t2S"" A.11di.6 No-�•d1�326�.0�
FIGURE 1: FIGURE 2: TABLE NOTES: , LJ�2(
• • • • [{x011 mn Dem
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION mi i 1
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MIM Dad°haduct
611111Irr
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. -
FIGURE 3• 3 �'�••'-�c'UN's" .•')f
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
• • • • BE USED 6HOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. /I N..50705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ 4
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -.-%) 10
FIGURE 4: FIGURE S: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ww V 0- U-
6083TG AND BE A MINIMUM OF.100•THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND4• ��UnC'•.,I+((�(y1pP.••r�``� y
• 045•THICK(7B QAIJOE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK ANO A33.ALL ��,S .•••..
• ANCHORS WTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 7�7 5�()�Jn�.- 111
5170 8 012 ANCHORS INTO WOOD MAYBE STEEL,I"S.S OR 410 S.S. 1.25'X 3.94•X.624' A.LYNN'MILLER,P.E.
MULLION FL P.E.#58705
TABLE'1711 •�•�
92UIDon Coe!Gtty Taal. .1fe
Opening Width(for-b=14-VPamle mltion.)orOp•nkno HaigIII(PDT trot tIP9Y enrano mfpOna)
eein BON Toln •oln ml. twin 1201. 1.. lee In
NrA1•q.lar tt+P MN+O. tNU.P+Iw iaMcNrg. fwj.lo lar TrrP/a1mD• inu."n05ar TgY7d�F Pea14pJ• TnFn-o. Rntic'VMw TtuPRWnF 1"�oaat T(V'/Meilg RaclrOa•r Toyrl+.p. Rtata.A InIp n0.
2i4i26 49645170 Ln n Londa tandn0 t+rn•.9 I+.I 1-45,9 fAUMe taaN+o ..du Leadtip L4•dng L.". law.i110 L-a tA4dnP {.v6dn0 i nnsn0 t
Alum
b.
I fa 1 11 1 jig I 11all I Ix I I
IT h
+y� "{b�}tk1T h.! X55
a K 2C� •Z SOL ZaG fid! Y .i i iBG idGC x il4 'J� B4 < i d 5 jd' ! S dB6 +i t/7 yes m �'jj
431. ITD.O 82a 170.0 433 1}0.0 ]N 170,0 4N 170A Bee 110.0 Me 170.0 Bar 110. 1Ta. 111. 1me 6;1 1Na I- IT00 921 0oa 1499 170,0 a2+ 110.6 1739 170.0 521 1700 IM 170.0 52, O H
4111 1700 Tp 170.0 S24 170. 1a0 170.0 544 170.0 M 1700 (.yp 1700 1133 1]6.0 mt time 12To IN.O B7r 170.0 toT 710,0 em 1700 1100 IT- Bell 1.0 1.3 H4A aee fro* 22eT 170.0 dm W
p0..291n 170.0 747 17.0 Oda I10.6 doe 170.0 631 INA taa0 170,0 68{ 170.0 INS ITo,O 723 ITD.O 1.0 1700 747 17ma 14u t70B 750 IioA i]D3 170.0 Tee 1]0.0 am 170.0 ]. 170.0 2]91 1700 Ino � Q.J x i
64 In 17a.. 'NT #Toa BIT 110.0 D6d SMA 804 170.0 tIl. .70.0 794 110.0 I27e 176.0 a03 170.0 Nat l7a mT 116.6 14504 170.0 66. 1",. 1.13 11010 der tT'. mi INA eef 1145.45 2601 IN.. 081 W
Mt. 170.0 093 1700 101 170.0 1063 170.0 Tat 170.0 1240 170.0 8T• 470A 1417 170.0 9" 1740 15u 1740 DWI 170.0 1771 1To.0 IO]J IT- 2123 1709. lam 1Me 2470 t70A 1.3 160.0 2640 170.. IOW =
pyo /7010 010 1700 769 170.0 life 1]0.0 690 770.0 1362 iT4a ae I"A 1400 INTO 1016 1700 is" 1-0 1.- 170.0 too. STT. Ira 1700 ?231 I- I,- 166.7 ?663 INA H71 N6.D 2653 176.0 1171 F^ �
mM 1711 074 170.0 769 170.0 1169 1701. am 170. I3.4 170.0 1002 I".O less 170.0 tom 170.0 1753 170.0 1763 170.. 294. 170.0 1210 170.0 MM 1700 12M 151.9 247 IM,D 12M 1329 24V 110.0 l2as
2 C, cG
72 to 170.0 Im] 110.0 079 fN.O t?78 1700 1000 170,0 NW 170.0 1126 1)1.0 1700 ITDA tae 110.0 IOIO 170.0 1313 179.0 2728 770.0 1370 Na.O 2104 1T... 7.60 170.0 2164 770.0 1620 1612 2161 176.0 4570
701. 170.0 1122 1770 037 170.0 1348 IM.0 foes Ila. Nr. 170.0 1201 17aa Im IN.O 1322 105.4 1944 170.6 1421 1".6 1960 170.0 14501 123.. 1980 1010 1060 163.1 1900 151.0 IWS (124 1000 1627 Is" � DWa� �
Nin 170.0 1151 170.0 061 170-0 73.1 1M,0
ilia 1700 lett 1760 U. 170.0 1442 170. 1306 152.1 1.1 .70.0 1474 13T.4 test 163.1 IBM 4H.6 feet 147.3 7073 962 fast 1300 0460 8i. imf i3T.. H&I
001. 170.0 137. U0,0 llN HB,I 1396 1900 1.0 IZZd I'M
1M.a live 111,. 1]63 IM.3 I"s W.. 1]09 1102 Ius'
eve tWe 101.0 1141 14.0 lave BDA 11. 63.6 1363 U,7 Has e3. it" 764 law
Deo N1A 1270 707.9 lam 1]2.0 1220 121.0 Iwo 1003 773➢ 1iS2 10.1 645. fm Dill 1070 81A Im 459.1 1020 T3,T t239 4Z4 1078 OtA 101 722 963 W.i tee 634 977 a4t 1220 C2.1 ee]
f.61n 1036 971 106.0 017 W.3 .1 avi 0@ T4. BTI TN.9 649 a.7 9)1 al. .3] 97.0 PTI 01.6 626 514 971 54.6 015 43.1 071 4•.0 M 37.0 911 u.a Tet 3.4 OT1 ao.. 771
fit M 934 916 H.2 e]2 7..6 B19 91.P .10 m.{ 91. 70.6 l0e ee. 70 .Z9 Ta 830 910 66.7 Tu 47.7 019 51.0 114 347 Df9 MA 768 31.7 ►i9 40.? 742 2pA via 37.1 731
1101. 76.6 Tm 78.9 716 aZ9 701 046 TM 470 >•0 Ea,e 099 .1.2 Tab l9A 4tA Tm u.4 e7T 37.1 701 10.0 Tae 31.5 76. 34.. 663 2).p Tm 31.0 .41 236 7. 294 Wt �
em
INIn 43.] 510 NA 014 Oi{ 610 37.0 194 ]1.2 148 31.0 401 27.3 610 212 489 X] 508 26.3 479 2t. Sw 22.9 471 tai 4516 ted aBa 16.45 616 fY.? 4456 til 9. 15.6 470 N Q O
TABLE 7,28 ANCHOR CAPACITY ADJUSTMENT FORMULA,
AndlwrG •ci T•6t• o•i ANCHOR CAP.,,•,,,,,•,1
6u.ad0 .ftw.n9c 114 f3nc. IIQIpM U rl,d CMU PTWaW MNQ (DP)X(MULLION CAP.,,v,.,,r/eANCHORCAP._
709111 Type 9ft6'rx9t•t1Km Us•f1t0U6mcon 'f59'Efe Stfp•EICOUira. UP FJc..enkan -83 FY0 W10'fko tt4•SS tk,B .10 et- H25M 41251e4<
41r1eh0rCllp Pd9lm. ullr6tm AtAM1e1Q u9ncm Alis ' tr a41L•I(oo)sn4r IC5) 6or.(aty USE THIS FORMULA TO OBTAIN THE ANCHOR
rd9a DNarce t0 Y 2-11F 1• 2-UF St1R 1• 2-9F I• 2-UF 7 slle' F OA.- aa4• a19e CAPACITY REQUIRED'CORRESPONDING TO AN
f3nboons,N tJtY t v� 1114' I- T 1-u4• I-Pr 1371• t-U4• 1-514' 1-114' 2 tsa• 1 w oras ACTLIAL PRESSURE REQUIREMENT FOR THE
3 Arceo9 .70'704 O.C./81.116363 416 620.1 4a 41.an 1. Ie zNa W. 20163 351101 74 166 9706 I. aem Sal log 44?m moles OPENING,WHEN IT IS LOWER THAN THE MULLION
4Arctl:ra R2.m•Mln o.c.I etrlaw(vClwes)C Ol9 74aa 74u da std w. tom rr 14N WA 601111 Nu 01970. ueA 11061 Nn1 se?w ow- 112091 CAPACITY(FROM THE TABLE)OF THE SELECTED
6AnMr9e t.Ti'M/1 O.G/47704113(v t)11e0C A 63701 m 701 In, 19466 ff. N!A ]0146 NM MIM N/A WA WA t(.2t. 1321 rte semi. MULLION.IT WILL YIELD A MINIMUM ANCHOR I
IArct0a 46TMln O.o.T(2)236 Ar0b COpll 6 Tea 41 T bee.14 1580 KO 1800 Da p 6016 NIA mt. TO . Bee•• IBM ae 662011 601ft It30014 CAPACITY WHICH MAY BE USED TO QUALIFY
SArc.Pn @aM1n.o...r asAr.lecl•as P1g B1 1I19ua st7o 4e 1126145. 2341 44 ?s441.. a e4od NIA 5+4.01 11nw 1720166 x19 ti Saar. s]zrm sem 1. ADDITIONAL ANCHOR OPTIONS FROM THE 1
JArcton@1.34•x04 O-In 11.6.1?9.06314('19 WA NBA NIA I9A 10. WA WA Nu 104 HU WA WA NM WA aT3 ANCHOR CAPACITY TASLE,
OArcmd@0.66•MM.O.0/U ,1.6.129 AM6.(1061 WA WA NIA NIA NIA N/A WA NIA IYA WA WA WA NN WA 21 •. PRODUCT FLLLVI3730 I
2 ArNMR@Z58'MIR 4.CfF ff19 D7 370 Faa 37045 I. 315161 7031. ]5201 NN 290.8 NU 9117. NIA 4.- t0A mhos 44211- TAO ID+ amPlYOIa"Aal W.FIlltid•
SArcba t.)1•MYt041wq( .633 40101 8216 ]7D 6Ia 97.- MIA HIA 39.4 NM 22 NM WA WA 55145 06101 450101 OwIdag Lod
A-plwlc.w 16-8'Z)�.o�r 1
NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. GpImU Date •��
CIRCLED VALUES ARE USED!N THE F�CANiP(•E ON SHEET 24. 4-•+s�Z) i
FIGURE{: FIGURE2: FIGURE 3: FIGURE4: DY 1
• • • • • • • • TASLE NOTES: 2.060" M;.. 13045-PTa a C
55}14 llitlttT
I)SEESHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR
GENE
• • • • • GENERAL INSTALLATION METHODS.
'•I,tCE s,� � p `
FIGURE 5: ROME 6: R'
2}LINEAR INTERPOLATION BETWEEN MULL LENOTNS ANDlOR OPENING WIDTHS 1SALLOWABLE.
4.0 W_
MULLION , •.T~�
tdu.L•t370C
♦ • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT 70 SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED IN .26tr
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLEct
• • a--._-.•_..J LOCATIONS, ice•', �/,p ryo ..GT„- 0
FIGURE7: FIGURES: FIGURED: FIGURE10: �(�1•• 5f 1'E 01= •`•Tti I
11 app---r�.---�Il .07001..E CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT +°L DfitUi:
r • : (FIGURES 5&6) (C UU 817047 CONFORM TO ASTM C-DO.63000 SHALL 9E PRESSURETREA7E0 YELLOW SOUTHERN PINE 6373 AN SG OF 0.55.
I"YY66y" .41466 MUST BE USED ALUMINUM SHALL BE 6.0&T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 z-7t 4-X.25 /IS/Gym 1�,•S�tG
Da
PAIRS. GALICE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A38,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYASNtN1 C{.t=R,p.E
• THREADS BEYOND THE MATERIAL.1716 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 U.S, FL P' 58705
TABLE 13A
M.11146 C.P,.Xy T161•ID•M'
O•tltn ilY1tIM(for OQntr4tYf6Fbsr4rp 0•481+cI r
• Op•ninO H•IpM fas tealizn7145yepl6rirT7mJ9on6j t3,S ,t
DDM
cam 704 cam DOW IMM
120M t/Gln IW ht }}77•yyyytt 11.�1X'CC 1
RA01•n¢ty Tt•pfTd•10 q-tu1p14v TwpRB•ro- Mclnpfr T14p7Tdaf0. [AA.rq,4.1 T•W7d"' Rrl•rtPt• RtNM•g 1VCIvWw 71801[110. R4<t•g14s TePrTtn3t JMW61v T.wrd•o. R6pt,n0�4e m"drItlno.
2a0Y1f t�^{D' Ulcaup L Dnp ane410 tA•Bro i•Wn0 +d�o' t,..tnD g$t�rso IA••ro LmayD #$�,t.mdh0 t«QirvD 19.540 Lo a L-&rd L6•dfn9 L-dv ti t
u"""'TDn' �x A � "' a7 s� g 8�' J; HIM 111 111
�' � m `
d al
N
42fi tTOA @D }m0 436 5180 Toa 1780 Ora IMA 880 170.0 600 170.0 991 510.4 are 110.0 IIM 1mA 321 Imo 11{0 118.0 alt 11a.D U« 170A @t f-.O 1536 ixo,Q 821 17b. 111Y 170.0 a7{ f_ F
16h 170,0 7M 119.0 CJ4 1700 850 170.0 SDI 1140 •D2 170.0 0.19 170.0 1135 1m.o 661 1700 127] 170.0 977 too 1417 770A 9M 170.0 17M 170.9 «0 IMA 1083 1mA W Into 2287 170.0 OBD � LU
N44'k
170.8 747 170A «3 H0.0 8.6 170.0 631 170.0 1010 17gA 041 170.0 11315 t1aQ 733 170.0 1345 iron 747 1m.0 1404 trpA 1M {ri.0 1703 I70A 756 170.0 2082 1'70.0 156 t70A 5391 im.0 766 1
I
150.0 T0) 1 we 612 170.0 066 170.0 .0 170.0 "Ro 176.0 7« 150.0 1276 170.0 8D] 1740 1/N 110.0 937 IiOA 1604 1m.0 bba 1mA 101] 170.0 001 1m.0 22]1 Im,O 661 170.0 2659 1m.0 MI W
iTOA Dab tmA 701 170.0 1053 Im.0 TQ7 170.0 1240 170.0 878 IMA 1417 t740 044 170.0 1301 1740 900 50 1771 1700 1033 1ma 2125 im01063 1700 2474 1700 IM3 tibb 2N3 170.0 1081 rn170.0 930 Iri.O 745 170.9 1110 570.0 850 1m.0 1302 1740 ;m 170.0 1466 170.0 tole 114. 1(173 1m0 tori 170.0 1660 IriO 1122 1700 2231 1709 't« imA ]001 1100 It7t 1r21k-170.0 9741704 169 tTDA 1180 im.0 eQY 5740 1]84 1740 1002 Tm.O 1968 110.0 tilts 1766 1711 im.6 1165 110.6 1044 110.0 1210 170.0 2218 7JOA IDS 170.0 2727 im.0 f2Y 170.0 3;/.1 Im.D1260170.0 1081 170.0 dri I7DA 1276 1700 )000 1740 HM 170.0 1121 1790 1700 triD We It- 1013 170.0 1216 '70.0 2126 178.9 l]a7 Imo 25W Poo 1455 170,0 3W8 Im.O 1629 1740 KM )700 ISw 1700 1IM 110.0 037 tri f 13« 110.0 4069 fm.0 1670 17Q.0 1209 IMA 570{ 170.0 1322 5700 X10 170.4 1421 110.0 29(3 17Q0 1545 170.0 2812 tJ4A )629 179.0 3140 170.0 ip${ 17'7
m3M4 110.0 1744 a IL
J 177
ie 170.0 IIN 170.0 907 IT4D 1601 119.0 1114 1mA 1611 1740 1260 170.0 1842 110.0 1]89 Inc 5072 IJ0.0 1/74 170.0 2302 170.0 166{ 179.0 270] 170.0 1700 170.0 1023 170.0 1771 ImA 3643 170.0 fIM
"In "a' 1321 110.0 - 170.0 5694 1740 t]m 176.0 1060 1740 1490 110.0 2126 SIVA 1-3 1700 2197 im.0 1rN )mA�4*0 i70A 5018 imA StY 170.0 2125 }58.9 3413 im.p 1273 1349 Kt] 170.4 276/ ��•, Q �mV O I
MM )70.0 1417 110.0 1232 110.0 1700 170.0 14K 170.0 1903 170.0 1@a 170.0 2107 170.0 5791 1140 2550 170.0 1312 1704 110.0 SON Nq.O ]1W 1780 21]6 131.1 ]1M IM.O 2A70 720A ]IM 164.1 5428 Z p3 /
p f
)Win 170.4 1S« 570A HW 170.0 t0/] t70A tY7 5700 2231 tm0 1170 170A 2540 1144 2078 /441 2781 570.0 2271 140.3 181. 23131231 218/ 7059 2741 125,9 323417011700IN9 Ibf.d 2@2 1@.3 2245 f34A /48A =I4 T13A 2N2 1t24 3100 %.0 28Y1 115,1 2120 65.4 2032 1gb.3 20Ga LD }( �y�
t2p h1 118.9 tTTI Im.O 1686 tmQ 3126 170.0 1059 164,4 21@ 164• 1091 135.5 2262 141.4 1961 124) 182 Iz7.2 1030 7003 2262 1561 19/3 001 2'762 1812. . 15« 12.3 1373 Q4 1561 1]]0 M.7 1604 48,2 4]45 30,1 1341 H.4 12N
TABLE 13181
An h*rCwB.cIjyTa •filkial ANCHOR CAPACITY ADJUSTMENT FORMULA:
8ublwl 2,18 Glflwmla 3.56tAw, IIVCMU Eyed-U PT NUad /M!N DPe ANCHOR CAP,
( )X{ W>-ANCHORCAP-_ n•'�
ArvcSn ryp•. ]110•Eke Utmm 1N-61o•U444m N'Mrnm Sltb•Eb6ltWcon tN•Ebe uamn 1!4-46 F288 8H8.6188 V4.8a FAa6 01088.1 01261«5 •'261- MUt1tON C:A.P.s..•
-at-
Anchor Cliff,Pla•m• wpOrtq•ter unmet A1grcOgW a-(o5)t:6r•A(651 au•n(t15) USE THIS FO RM ULA TO OBTAIN THE-ANCHOR
Ed040pWset t• z•1m I. z-trr s•vr Y zair r 2.111 r aus T 0.48• 484• 832,` CAPACITY REQUIRED"CORRESPONDING TO AN
EmmM611 lett 1-YP 1.379• t-Y4` 1.311' a• 1-U4' \-1N• t-tN• t-/N• t-IN• 1-\H' Y tarC lam• vrM ACTUAL PRESSURE REQUIREMENT FOR THE
z Atwlsw l®4.rD'MM. .a naafi!Glpl SMb 3006 4506 4306 1614154 210tH 260- 3 b 7196 3rlm tl541m a 3116 4421- Septi OPENING.WHEN 1715 LOWER THAN THE MULLION
a Arwimg4.0T 0•n.GC.r6brd•d tvo4W Cup�10.3k 740b T8a 4s Meb /786011 an,- 548 tin Scab 1066 NMb Toab 5211 ds 109349 882 ex RN15• H2olm CAPAGITY(FROM THE TABLE)OF THE SELECTED
C
lAnenl•Af.71'Nb.O.C./61u,W1d(np0tvl plp 0b.4Y 1/Yb 11'o Im 1(170I3 35 ft. WA WA 01OM tW 10851- WA WA WA 13636 trM les 2240105 MULUON.IT WILL YIELOA MINIMUM ANCHOR
4 Anclv4 0 r Ml,.q.a I f 2rs AnDa 13661 F0.tlY 1M d rlp b 6M nn 1548 lm 18006 540 b 689 b WA 7M Im 74015. •Y 1G lax2 b eat b aM lm 11-Im CAPACITY WHICH MAY BE USED TO QUALIFY
0A 1018 3•Mh a.a r{2yas A„gi4 t]ma/{Fa.er 1660 iea t5a91Y5 1369 Rr 31-166 3r0z en -00403 itm m. WA r5zp ma 1Kb es tt«b ar+N lm ties-. trw e. zetab ADDITIONAL ANCHOR OPTIONS FROM THE
12 Awh5w tA'Min.O.C.ff1"216Arobt104/Q'q.7k lone I 21001- 1"064 31006 WA WA 1]104• WA 76006WA WA20480• 76516 ]3Mb ANC HD R CAPACITY TABLE.
4Amlw3 t.K'M81,q.O.I17t]R1,M16.125•AIUM.(Fp.Or WA WA teA WA WA WA WA IYA N4l WA WA WA WA N715 l4M+s PRB43UC'r RAvlbll0
dAzn6n 8p.64•M•.QQ7tYC4p,iM6.t25•AMn,fFp.di WA WA WA WA WA H7A WA NM WA WA I0A TLA WA ItM 2ffiitm 7••-2.000'--+1 Duiidi00i Cw�N 4w FWtd t
2M1e4a•04eC 4/in.a,C/F-Opll'Ip.fok 3M 4a 3006 4506 DOOIeM 18196 2106 2MIm 3546 /406 ]741- 6]a lm 01548 Ot11an 4121- SM Im Aa66pw6„N61G-01'.18.03 V
♦AA061• 1.H•MN.O.CI F-a1P¢n.tt' 50048 10046 6056 12«le• WA WA 4101- WA 811168 WA NA m1 882105 6866 1,ma- „ UHi tkaa
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
- TABLE NOTES: By
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9:FIGURE 10: FIGURE 11: M(w 6tl8ltDdltu
• • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 111 7 i i f/7I
LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
Z)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE.
:l �tC,1INSC •"A
5.000' .7,"a'•: ...>t'
w • •
H 37 MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENstONS,SEE SHEETS C4Q,gg70.5
• 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON -0
FIGURE b: FIGURE 0: FIGURC 7:
SHE
21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, a•4'_Y+�. 16
ANI
8.11111 t7 ( •,�1, 0
• • • • • • • CLIP C SUBSTRATES:K CONCRETE )SMA CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 71 ~
6-7) FS CONCRETE BLOCK UNIT CMU SHAH 5 ATE DF
• • • s . • • • 5-71 (CMU) CONFORM TO ASTM SHA WOOD 515Th BE P E A MI INI TREATED f 0{156 `
MUSTBE YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE IOGAUG AND R A MIRAL S NEL yO• %'1• r`- r'- C?
• • • • • • • USED IN THICK.LEA EL T.125DSTO SEA MINI MUM ANCHORS
METAL
SHALL CXTCO ATLEAST3 SCREW EEL TO
PAIRS. BEAT LFAS7 OND THE
AND ASB.ALL ANCHORS HTO METAL SHALL EXTENDTE LEAST 3 SCREW 2'X W X 36• /A.fLY`Ff�I`Icfd.l R,P.E.
THREADS BEYOND THE MATERIAL.010$072 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 870 3.5. MULLION
FL P.E.#
58705
TA13LE 14A13� 1
MUITIPn Capacity Tablo Ibe6l7 •�
op.nlnp Width(Iw 1.rlimlycpamlrl0 mtimj 1)cr Oponing Ho18ht(Iorh0dL0rftt LP+••1RU m146or+s) [
Wln Op lr 70. WN Win 1001,, I-In
T- 1ff Raclin../ TmIgre-, R-M,,nar 1rapROrp n•e{ryWal TnplTMtp. RmlrnplaR Tq✓n1ary. RMa,TIUM TNR111•na RmlaneNr 1+ 111da R041rp.alr Tnp/7,Iry. Rn0lm ,W -prfdlIIG
1.26'112.71" Lae4nL---V LOa?m Lo04p -Ug LwJYpL^�ai•Yi.126"AlumT11D.M.Y
411
6qgg q4.�' xii E 1L k au a� Y 9i� 4 1 X 1 3 3 Y G Z fl C @ 2 L' X 0 tNt--
4.]N
"4.2151, 14.1.0 ata 1=2 970 1468 410 107.E tri 13e.n 414 00A ale 131.0 411 eat 628 114.1 411 721 3e 1x1 411 W.1 @8 131.+ sl.s 4.]E 1X 411 411 Sa ti1.1 411 � ly [
491. 80.8 4W 108.0 STS WS -I 04.7 32b ea0 403 00.4 >m W.4 QlS 01.1 317 63.7 40] 70.1 315 1 3 400 70.6 314 40.3 401 1•A J11 31.6 10] 'a. 311 -2 M3 Te.6 311 = llll2ULLL 1
60.@sin @.J 2@ 81A JOl 619 39 70.3 afl5 3@ 71.5 A9 61.0 .2 01.2 250 45.7 ]@ dA 41.2 3@ e].4. 2e] x3 3@ Ip.e Tfll b.4 m W- 217 ]@ 03.0 293 L � )LU
Wa 310 61.2 MI - 310 61.1 tae 424 319 6]S 2Yl 37.7 316 60.8 250 310 310 49.5 219 ..a 316 40.1 244. 21.2 Ila J10 48.1 210 B3Qe0N 48.5 Ism all 218 a
40.7 214 36.2 268 40,7 210 30.8 258 312 MI 27.6 28 4.1.8 304. 21.7 TSB 11.4 200 206 268 J2! 201 17.7 24.9 260N -I 106 '364. 2]4 ]4.7 101 267 -I ]l.a 109 T4.1 3]1 bA 1Be 21.4 211 2fl0 101 11.8 234 264. 10.1 15.i 231 24.1In 27.2 21] 30.4 111 ]17 170 2s.s 213 9.6 175 D.2 213 n.0 171 266 212 D.1 170 18.8 213 211 1® 15.6 21] ..1 197 IS.. 21. 21] 9.0 106 Z fA
J z
U. 266 1T• 00.1 165 S.• 19 20A 118 D6 N8 17.8 178 TO-J 141 168 170 10.7 116 = J rjj
Z
TON 24,1 181 15,1 110 21.0 137 11.4 161 18.0 tia 112 101 17.0 19 Q
leN T26 1@ DA tJi 18.8 131 16.1 16] 17.6 125
I 4 0l
T BLE 148 Anehor C.p•0 T•al• 6• ANCHOR CAPACITY ADJUSTMENT FORMULA: Q X S 1
ANCHOR CAP-•,,,,,,,a 7yo f
9WIr•l0 2. Cwemlo 99 Cvc. 1bb.CMu FI•e6CW M14. (DP,1)X( )=ANCHOR CAP. V7 $ S
wl3m type ane•elm ullrm lrr gr0 wrsvl 3n6•ElcE u-.. va•E.Bul,:m MULLION CAP.,�„�, 60
611a•Ek0 lla'S6 Et0 6T16•Ct0 ITa•Js[iL0 .l0w,,d 4429im1 Y72 s11c1 W fV
Anch.r Clip P•lbm• wrw.1 wppn(Ntr uwe<m A®.4..w 6crN+l�1 srrr pas) sr9r Ics) USE THIS FORMULA TO OBTAIN THE'ANCHOR Y 7
Eg7e mitre Y 2t? 1• 2.1/X a-1T0• 1• StR• 1• T12 Y J-ve• T ale' 0.31• 8.304• CAPACITY REQUIRED'CORRESPONDING TO AN F E7 1A fn 1
Dn6E1Rva 14.1• tar far lair r 1-w yr -trr 1-w- 1.v4• .-v+• r +am rata wiea ACTUAL PRESSURE REQUIREMENT FOR THE U N q O
4Arcron9 LwL G.c-T aparff 17 iWlm iW 10• 14.0 w4. 15(0 N. 1®8b 640m 1 a +ww 7®os 7Mr ee01m +BD21m ®tm an 14]0 IOa OPENING,WHEN IT IS LOWER THAN THE MULLION
CAPACITY(FROM THE TABLE)OF THE SELECTED
MULLION.IT WILL YIELDA MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
(
TABLE NOTES: 1
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 11.766,-1
SEE SHEETS 2-0FOR GENERAL rNSTALLATION METHODS. 1 o'RPuCC RRVISEO C
pluilh dr Fhd•
•if
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. ^eudl'a ynyl S40B�(o�rL(b.03 1
FIGURE 1: u m
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,BEE SHEETS 21-23 C3p11w10n Dar 1J.p� C
f
• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116• D> f
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. M+ I]•dB h.aaa
ANGLE CLIP MUST BE USED W PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ETRE TED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GOD.WOOD SHALL BE PRESSURE-TREATED �,t0 ..........
•. L�`
YELLOW SOUTHERN PINE WITH AN 80 OF 0.66.ALUMINUM SHALL BE 6083-T8 AND BEA MINIMUM OF.126' �p'rIJOF
THICK.STEEL STUDS TO SE A MINIMUM GRACE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1,26•X 2A l'X.125'MULLION =`
LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =ll: NE.60705
THE MATERIAL.#10 A 012 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S.
all b
OF GLS C
A.LVN14 rN11LCLE�.P,E.
FL P.E.#58705
TABLE ISA
4Su1tNn Ca as 7a5M IE•M }�:�^�( �
OP•nind lMlTih(Eo1'VetBCilt}}F4Palrarg mldi0t6)orOynNd H•tpht(fw hwi2Ar99Yyaperr�rg ltlgore) ±h�+��
a0 b1 pDln TaM So 09M DOOM t29M 1{OM 16(1/1321
Raciri911u 1✓1n4n9� Rmylq�{i >fep/i1f�q. P{alw�auttf TIy./Tdena. Rsl.e�yy{r T
E41."Sd k.na6M9 lo4EYp ta4Wp 464.179 lnaiM9 LM•116 ko4dn0 lri�llp R1ad4q nt�po Ra iIW{i 7mL�lY irk+{•¢0 tnWnp 0 I,wdio l+nadn0 tcg10 �Y i�
Ili
( a 1( 1�,BAYMLL �' E i� d" O g O Al d ��' � 11� �A.
iT � al
� � �. x ;'!. N-111
8 'p. t # ��' 9 .@ egg S g .f' '[g} 5 �@' a f3' I I 8g 6 P g� 1
,i� a 8 .1 sl9 c A aS 5�L'i .�dt 8 3L 8 'gid rc z'� k � •t 'p- I � i8 GS i� Q �
42M +Tao 670 17a0 433 170,0 744 IFIA 470 170,0 Doo 1-0 aae 170.0 M 170.0 610 110.6 HIS 170.0 621 1704 -240 Y7a.0 alt 171.1 140¢ 1]0.0 614 470.1 4T50 1xi6 621 149.1 1740 D0.0 321 0 tiW
45 k1 176.0 101 1M.0 5x4 Ilo.o 659 170.0 eea 110.0 981 1TOA Sao Im.o It]] III.a 611 1764 1513 17mo s" 1700 141) 170.0 OSo It]2 I- iTo.a Sae 1]0.6 la12 1]0.0 6M IN.] 1622 110.0 eeo = _
60.7ge to 1x0.0 7ti 170.0 $aD 1710 D0¢ 170.6 031 +70.0 4140 1711 c14 17pA 1196 170,6 717 116.0 4345 170.1 T4T 104.2 1443 170.1 ase 1x9 1441 1704 Tae 11T4 1411 170.0 T5o to2J 1143 Ao,a Too 1 X
HM 170.0 791 110.0 612 170.0 056 170.0 eol 170.0 1111 D. iM 170.0 117b 176.0 t0] 160• f]wS 170.0 N7 1N.] 1351 170.0 Dti 120.] Iaa3 170A 1101 1oaI 1353 im,0 "I Boa 1163 110.0 00/ CCI � O
mM fTa.0 LU
No 170.0 701 1TD.D To63 170.0 Toa 167.0 121¢ 1m.0 Na 140.1 1516 fRD 4N 129J 1114 1104 0yt 1131 14\i 162,1 024 n.{ 1111 1481 6/] 03.1 121* 149.1 913 Ti.i 1118 HAA 913 � tCfjl � J
a3M 170.0 DTo 170.1 Nt 170.1 1116 1]O.D eao 150.2 1160 16e.e W3 131.4 7160 11aA 014 It" 1170 141.9 ¢00 101.7 I- IN.2 006 07.0 1130 1m.> 171 76.1 1166 f2e.2 Bao 63T 1761 1282 on
OpM 1TO.D 071 1700 709 152,4 t0ip 163,1 161 130.4 104¢ 1130 aN 114.3 4048 1311 oho 101.6 1040 122,4 M 9/A 1146 Hall 630 To. 1018 109.1 421 aa.3 Fait{ 701.2 616 67.1 4046 fops-WIG-
72
M 14MG 160 147.9 Tat 117.4 160 120,0 745 106.0 060 110.0 734 MD Sm 100.0 722 -Fe-2- 4¢D IWO 712 704 aao 661 703 all 610 TOS MI 383 661 Ta.e ¢6e 440 600 MA 066
Z
mM 419.7 700 123.1 690 036 700 1014 070 N,6 T6p 03,3 9S] 74.1 190 13.9 DSS 633 160 781 613 ep.9 790 Si.7 636 494 100 D5./ ON 420 T9a aZi 010 37.4 Too 61.3 017 1--
70117 1toJ 760 113.0 roa 02.3 m 96.1 614 To.% 730 66.0 6]2 19.5 130 77.1 621 11.6 T60 o* 912 014 T69 061 603 I4.2 11 so-t ew 30.0 750 701 ¢e4 340 756 31,6 top 7' }1 Q .O
e0M '12.1 W. 14.4 W. 60.1 a® 95,9 4N 61.6 613 34.0 403 43.1 083 aa.9 476 -1 503 M.4 a9i 317 363 40.9 4w 310 603 332 472 25A 403 83,3 Fit 52,5 603 31.8 N1 ,`T LCD z
9oM 00.4 406 Z- N3 400 4115 11.6 43S 42.4 49] 44.6 427 37.1 490 39,9 121 33.0 416 .1 415 29.1 401 33.1 405 214 405 29.1 400 21.2 193 20.e Sai 1p¢ 490 230 370
7pM 4L] S91 426 ]3] ]4.6 391 11,9 340 20.1 30I MA 342 2o.Y 361 27.6 337 231 301 NJ 333 20.9 381 22J 176 I7.i 101 tD.a ]21 14.9 Mi ma ]16 k47tJ1 G(��
f
111. 064 370 191 333 324 azo 33.0 230 -A 3T0 204 315 144 370 531 321 2f A ]m 22,6 316 lag a70 216 311 11.0 3m I-
116 to 30.1 0)a 35.9 209 23.3 317 2p0 IBL 1t.a JIT 21.6 740 19.0 317 130 Z!a 16.9 at? 1r.9 2T3 a, O O
IMI, 171 216 )7.6 203 C'7 Z
a
6c
ABLE 158 ANCHOR CAPACITY cn
ADJUSTMENT FORMULA: }`- � �
An,hoT iC TD6ta ha ANCHOR CAP.,,,,, S
3wHaM x.rk Cw,4raleag-- t+mq. FM2'
PT+N,oa 1441N (UP-)X( }i.ANCNQRCAP.-
AnOMlTytx SriO•Lka llg4im tN"EkO Ukncan N10'EJo Y1B'Efen UYnal 1N•FkO Ua{iyl 1/4`39 Eko 5l10'FSeO 1NtiCl 41261441 4MULLION CAP.::_wa9d41Q Wucat w (D4}a.-(Gs) 6«4w(Osk USETHIS FORMULA TO OBTAIH THE'ANCHOR
2.170 t' 1.1 . r 1.116r ata' 042{' CAPACITY REQUIRm'LY}RRESPONOtNG TO AN
1.3/1 b3N• t-SN' r 1.114" 1.1N• 1-V4• 1•v4- 1-1N• 1-fM m• tale• .d.{ ACTUAL PRESSURE REQUIREMENT FOR THE
S wnzNx{g . paatopDoom 21670 zffi7w 354 161117{{ sr4 1117 7101 104 441(1{ w4 pPEN/NG,WHEN IT IS LOWER THAN THE MULLION
4 Mcf•n p 7.s'A6rt O.C.I 812x6 AIpM WM 16q 25 7M Inc i0a p4 ]90 m eTD tIW lot m{ 1120 m CAPACITY(FROM THE TABLE)OF THE SELECTED
e Mntnic 111•X•1.64;1 2xb M0Y Q9I1 .37 H2o as 1170 164 151 ao 2240b 2151•. WA 6401b4 ww 1M0b WA 1370 M4 t71w 1021164 (]1170 166870 MULUON.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1 ANCHOR CAPACITY TABLE, PRISDUCTRSVISED
TABLENOTES• as PIYUls+Alh 911 FI6/}d0
OWI""Coda
Acwpaaoi Na tG-4'12.(8.0+3
• • t}SEE SHEET t FOR INSTRUCrIONSAL USING ON THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. pimtim ZS>se '" If�rlJ
SEE SHEETS 2-4 FOR 4ENEf7AL INSTALLATION METHODS.
B9
FIGURE 2•
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE- Mi liMuat
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, •125" ti S11•t i i f 1477 Jr
• • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMET15tONAL RESTRICTIONS SHOWN ON SHEETS 21-23. rvcN•.._•......�!tc
FIGURES SHOW SUGOESTED,APPROXIMATE HOLE LOCATIONS, V� �
`15•;•`7Ct:1.13fi •.'S3
is~
4)SUBSTRATES
:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 60' - !'W
FIGURE 3: CONCRETE BLOCK UNIT(CMU)S14ALL CONFORM TO ASTM 690,WOOD SHALL BE PRESSURE-TREATED •, r �� �.
• • • •��• YELLOW SOUTHERN PINE WITH AN SO OF 0.66.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.126' .. # Ll:=
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045'THICK(10 GAUGE),STRUCTURAL STEEL TO BEAT �.J y[{ ((,S J 71T f
LEAST.12S"TH)CK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MUBAY
�-)� S'iA" • 71
THE MATERIAL.010$012 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.Oft 410 B.S. l`�'�'•. FvX.,I.O- p;••'��ry
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS, n.,- •• '
A.L5{i9W MiLl.' R,P"E.
FL P.E.#56705
TABLE16A
Mullion Cosisafty Table ObfM' 8'11
Opening WfQOt nor yOriirsity-eDandro mWfORa)Or OPLRing HatBRt(fir tLMmWAr.apprrilg mJYart6) I'T
WIn 00 in 70 in 00. 001. 1WIi in k1 No. Iso In o
R4ciep2u T.p'11t4ip• R.ai.rq�J.r 7�splYdrp, iii t plb 712(8362141 R.U.W. 'ROatT4aro. -".u1i17 F-W-V4ao. Rod-d. Tmp/RLnp. R. aa0.ar TfW1DYtp. R.4.rpNn 71.IYMaro. R4WnDW. It 6l.
K
325-46 �1'4 le+•ro l�np Lawa4 L2.•ro t4.aro I.o.d+W leapbp LcwOnp loaiaN WanD Lea•�W $$w.,4W IovJro �e+il�.0 Lwa•p 1,oaanp I.n.dW pkd ry,
DEO.AL $ � � d� g $ a
DAY MULL 7, '� $ '� �. 9Mall
hf 1 1 g 1 � if � itl21 � ��
47N 170.0 620 1700 438 IT6.0 7" 1700 471 1711A eW 1700 so t70.o 002 1700 510 IT00 file 1710 531 1700 t240 1700 alt 1740 14M I7eA N\ 170,0 1736 174.0 at 100,3 1471 170.0 621 C) u
J lLl
40 17.p 7m 170,0 621 17.0 WO 70.0 636 170.9 002 17Q0 410 110.0 1117 I7d9 eel 1700 1275 170.0 077 ITOA 1117 170,0 Om 101] 18]7 1700 peg 144.1 14]7 174.0 ea9 122.8 1837 170.0 400
80.825 in 170.0 747 1700 56] 1700 aDe 170.09--
11H4 1700 80{ 1700 1505 170.0 717 170.0 445 1700 71T 170.0 1436 1700 IN 147.1 16142 1740 758 IWA 1552 1700 TW 710.4 1857 1706 TSB � ' N
61. 1700 707 170.2 612 -47-0.0-1002 170.0 {118 170.0 736 172.0 196 170.0 IW 170.0 1431 170.0 WT 1552 1455 1700 858 120.] 1155 1700 081 110.4 1456 17g.0 W) 47.0 1406 170.0 eel 0wU r[tttt tom t
W fn tteA eas 1700 792 136.0 1200 179.4 1246lT1p 472 157.1 1300 1726 W 130.7 I]W mit pm 125.7 iWe 163A BM 1048 13m 1610 942 00.0 134► 167.1 862 700• i'StIo 167.1 602 � JW. 1700 WO 1700 745 170- 1118 1700 1247 170.0 ON 112.6 1241 164.5 eW 128.7 1247 1570 025 1111 1247 1Na IGS! Ido 5247 1742 aie21.41241iM'? an 71,2 1217 1357 035 � jU0A 014 17e.0 Tai 570.0 1140 170.11 1100 1817 045 1104 Tim 147.4 943 tf6{ 1210 1]8.3 021 103. 1100124.4 pit 800H00 110.5 5m 74.2 1100 111.1 103 e4.D 1140 514.1 643 � t;0 AEyyy 12N ig1.0 1010 tbe 677 iN) talo INA1010 1271 362 IM.O 1010 1147 070 008 1010 1066 OI7 006 1010 06.2 247 673 1019 WA 79S 67.7 1010 07.6 749 305 tote 41.7 7a. _ '�Mt. 137.4 NO 141.0 702 114.6 001 1220 ON 107,1 781 65.8 008 052 740 Tea NG m.2 736 146.7 ON p23 '724 873 em 7a-T lta aD.t 100 712 J10 47.p !VB 70.4 Tm �i � z
78 p1 127.1 WI 177.6 751 1mA 801 112A 758 @Me 001 66.0 725 U.4 001 089 713 70.6 ml 41.0 113 WA 001 leo BW 00.9 Wt W.1 Wt 480 - 64.0 675 30.7 Nl 00.7 an
mm 12.7 840 27.4 072 00.8 842 72,1 601 N.f 840 W.4 654 51.7 ele 5e1
646 480 a4a ®.9 W7 41.4 636 47,01 539 345 84e 41.5 510 20.6 810 SL2 IsIt 1Se ate 32.6 SW � OS Z N
a1h 88.7 See 70.1 b8 660 800 58.1 IN 40.7 Na 310 441 42.8 636 Ie0 48] 37.6 We 41A 474 34.1 IN 38.1 470 26A SW WA 4N 10.3 686 805 152 219 be 20.7N7 f] lUJ
'7k yJ WIG O
tOeN 47.p {N 48.8 4m W. 440 412 3a0 31,2 ND 4
25.7 3➢a 20.0 4N 31.7 387 266 NB 20.0 302 2SD N 28.1 377 20.0 ND 22.7 Sl1 17.1 N! 200 101 iSe IaD 18,6 338 in d
111. 44.1 475 45.0 b5 Sa.O NO 370 370 310 423 3Le 373 9A 425 2L1 307 21.6 11] m2 181 11.1 135 24.0 300 144 125 10.7 360 tea NS t.q 343 (); W Y Q
i20N 340 384 35.6 331 20.1 384 mA 321 24.p 304 26.6 ]2i 2fA 391 221 itl IDA 344 249 113 iJ.a 336 \dl Sao YdY33 a
iN In 202 253 20,4 x33 tea ]S] 17.1
TABLE16B ANCHOR CAPACITY ADJUSTMENT FORMULA: "•w
Menorce ea Tr4t1
84b1Ria: 3.YCanc1.H iSkWM. tia-lalit t'Rea C3Y PT Naf.1 (DP-)x =
ANCHOR CAP,
Ek1 0736. „,•
N1n'Oee I've 812. Y4•ee Eke 21064.41 a116bN 1ed
a12S \MULLION CAP.,,,,,„W
MehelCUp P4Reme MOIS T7Pa 2ry0 Ekouhem 1H•FJcOYlinam uDacm Slta'Ekn Vl022an- 1N'ekp u9.evt A99.0kr Us- -00.40.136-00.40.1363-- 576amwt-S) --(w) USE THIS FORMULA TO OBTAIN TME'ANCHOR
Edo-i3.larcl p0: t' }tri' r 1-1rr ylra r 2.12• t• 2•IrC 2• svC r oA1• 254' 0922• CAPACITY REQUIRED'CARRESPONDINGT'OAN
Em1.Wnu8(. 13/4' 1.314' 1•v4• t-11• 2' t-fee t-IW i-Iw t.1N' 1-1N' 1-1/Y 1' IdVC t.7A' vaM4 ACTUAL PRESSURE REQUIREMENT FOR THE
2Amronlg a•M..o.c.r 12)242 r¢g.ft a59L1 apo tta 4x06. a"m. t700td 2 e. 26000 3340. 74011= uaiap 7s iia wv m. 3410. 412122 so/tw OPENING,WHEN 1715 LOWER THAN THE MULLION
1 Aaeave la S6`4451.o.G r R72a5 M.N[900 t(Flp.2t 7b 14 700 O. 70011" 1870111 7525131 510 e. 8600. WA 112003 74811a WO la i802IM 282 b fb 1120102 CAPACITY(FROM THE TABLE)OF THE SELECTED
e M4MN 2.)1•seu 0.0.=12215Mpb(ip.r0y.37 1120144 1120144 OW 7[. 2N81Ea -541a WA Mob WA 10610. WA 1]200. WA 1bt2lba 13316 59140. MULLION.IT WILL YIELD MMIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1: ANCHOR CAPACITY TABLE, FROOUC'1'REVISED
fi.TABLE SHEET: m 2ampf7iae,.ip,Q.Fitl.dvti
he`.Manore1 T111(a�0SL1$,,b,9
• 1}SEE SHEET 1 FOR GENERAL
I NS AL USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, E2•raison Dale �Og�
BEE SHEETS 2-1 FOR GENERAL INSTALLATION METHODS.
B7
FIGURE 2; 2)UNEAR INTERPOLATION BETWEEN MULL tJ=7VOTH5 ANOjC7R OPENING WIDTHS ISS ALLOWABLE. Minn' Pmd9c1
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOREXACT DIMENSIONS,SEE SHEETS 21-23. 55 7
• • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .M125' 46' �� �•{1YNN Afit�o
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED }•
FIGURE 3: 3.260' -- Ni,CiB'03
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 01)0.WOOD SHAM BE PRESSURE•TREATED
• - • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0,66,ALUMINUM SHALL.BE 6083-75 AND BE A MINIMUM OF,125 L r b, 1
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045•THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT 46•BwY 4� i
LEAST A26'THICK AND A3Q ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �L 41
THE MATERIAL,010 d 012 ANCHORS INTO WODO MAYBE STEEL,18-B S,S,OR 410 S1L MULLION }3 S pTk OF
ANGLE CUP(FIGURES 1-3)MUST BE USED IN PAIRS, rl c�r,, ., -.• ��\`-
A.�`YNNItyi i�LEt4;�3.E.
FL P.E.O 68704
F-t.uo0'-I )-t.2s0•-t � ..•_�lpe p qr
-� 1.00v 1.000•
Fes,268' 1 O
--� 1.W0'
o LL
.127 ,125' ok
2.750' 2.750' --.125 3.125 3.788• �
.i25' .126' .125
2.000• 2.000' 2'115 N
266' A 1m
If 126' Z N
L 126• L .37G• `'.''3"'T�S '� .600' r .000• T
1 J IL
I'X2'X.126'MULLION I'X2.X.376MULLIDN 1'X276•X.37YMULLION 1'X 2.76'X 957 MULLION 1-X3.126-X.G'MULLION 1.25-X%I 88'X.266'MULLION 126•X 2.11'X.126•MULLION � �y U)
6663-TO ALUM. 006178 ALUM. 606176 ALUM. 6063-T6 ALUM. 0003-T8 ALUM. 0W6 TB ALUM. fim3 TB ALUM,
X-SECTION X-BECTON X-SECTION X-SECTION X-SECTION X-SECTION *SEC
WO
.
-ty(-.126• .724` �.'I 1-_.125 co
co
I I
LEA z w g
STANDARD CLP I zxs AHGIE CLIP DIDIenMon N2.4O4
For Mulllon: g g(
2.00 I 0883-TO ALUM. I 2.+26' 808170 ALUM. iZ
*SECTION 2.000' X-SECTION gA
.1 1
ucLIP 1•X2•X.12fi'
cn
I 6083-TB ALUM. I .125' f. V •��-
.125 X-SECTION L Aluminun o
Tube Mulllon Z�Z �N
7-
.125•r I E.740'F'-� 1•X2'X.375' 1pu
Aluminum
6.500' C 0.035 TlMulllonCUTHERETO .375' F�rj
.376• 3.+28CREATEF-CLP•SEE - . .375MIN. D 0.490
MIN. DETML F.SHEET H �
Q
N
A 1.876 �_ �•O
338*WN, B 3.000 1'X2.76-X ���
I I I I I A A I U•CLIP A 1---------y
`- -------------------� 2X5 ANGLE CLIP C 0.767 .376 AIImInUm
-J TOPVIEW 606178 ALUM. D 1.118 Tube MuWon
STANDARD CL IP TOPVEW
CENTER OF ANCHOR HOLE MUST LIE WITMN THE E .450 Min.
8083-T6 ALUM. OABHEOBOUNDARY.SEE SHEET65•+7 FOR THE A '1.372 1•X2.75'X
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR gNCHOR O.C.DISTANCE MAXIMUM ANCHOR
WITHIN THE DASHED BOUNDARY.SEE HOLE MUST UE HOLE DIAMETER:ANCHOR DIAMETER t 111W. B 3.000 .050'
SHEETS 6-17 FOR THE ANCHOR O.C. WITHINTHE SHE. C 0.470 Aluminum
OISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE
DIAMETER:ANCHOR DIAMETER•1/18'. SHEET3 6-17 FOR THE D O.536 Tube MLUw
ANCHORO.C. TABLE B A 2 OOD
DISTANCE.MAXIMUM PGT Part p 1'X3.125'X PKOQUCT REVL38D
ANCHORHOLE Mull Dlmanston(Meat 0) B 2.637 -plyi.4 Mum 11•P�1MII
8.600' y •376• DIAMETER:ANCHOR Mullion Std.Cllp ORe6t Cllp U-Cllp Angle Cllp •500"AIUm BuilaiX6 Clod,
.375• I MIN. DIAMETER.1116-. -- C O.Bt)3 T."Mull Acaepl.tice Plo lfo-OZ Dj
MIN. 1"X2"X.129*(5) 68805 686113M 6WA118M 658243M 666511M D 1.137 01n11 Dm. ifp2.l
,"X2"X.375'(6) 866006 868174M eB011111M 888244M 668512M A 2.626 Dy
1'X2.76"X.375" ) 88807 86611SM W01120M 666245M 666513M 1.28'X3.786' Mim D.da Hemla
i I i _T B 3.282 X285•Alum
1"X2.75 X.65(7'(e) BBB08 66811BM 6661121M 6662A6M 866S14M C 0.862 Tme Mull
D 7.782
1 --- --- D 1 6 1'X3.126'X.SOO•(9) 6'6637M 6681116M 6661114M SM242M 866515M 7.28'X2.1+• -'`Gtlisf
i i `
i i I I i 7.26'X 5.1 B6"X.265•(12) 6GS41M SMIJ17M 6661113M B66241M 666516M A 7.813 z 1
.121'Alum .? ;'
.125 ______- �Y-
TOPVIEW
1.26'X2.11"X.126'(18) 69370 N/A 7LAWA 688517Mlube Mug58705OFFSET CLIP 0003-TAI ALUM. 7�-
1)HOLES TO DE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEEr.
.740- !'10....
FE E
2)SSHEETS 5.20 FOR SUGGESTED,APPROXIMATE-HOLE LOCATIONS 6 ANCHOR O.G.DISTANCE. J JJ
A.L:YN l�lj�l`Oil b.E.
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.0 68705
--j 1.000. 4-- -j 1.000• f-- j LOW-1�
_ 740`
.003' .365' �rrCtj1
.062' I"-'.126'
.062' _ k{f§RRq
4.000' STANDil ALUMP U'.2.625• G06]-T6 ALVM. 2.000-
•.000' 4.000' 2.000' %.SECTION 2125' U�uP S-H 9ALUM.
.725 600}TB ALUM. I %SECTION .126' �
•125' 11-SECTION L N m W
.125'a7l
.125` L tV
.031' T Z
.125'J O
CENTER OF ANCHOR
OLE MUST LIE
THIN THE
.125 DASHED BOUNDARY.EE SHEETSS•201 FORTIS S
T ' '1�• 375' ANCHOR O.C.DISTANCE,WIXIMUM ANCHOR U
1 � HOLEDIAMETER:ANCHOR DIAMETER 1116'. W 111 o
co A
1'%4'X.126' 1'X4-X.376' 1'%4'X.]75' 5.500' 6,000• m Z M N
MUWON MULLION T-MULLION Cur HERE TO -375 375 4 1D J
BOtl]•TS ALUM. 8080-Ta ALUM. 60G}TB ALUM. .]76• 1126•{_Cne TE"UP.SEE ���-MIN- � N j
%SECTION X-SECTION X-SECTION '- E
MIN. i DETAIL F.SHEET - W
1.260` .375 z .
--- 1 -----------
C_______� CENTER OF i .376' 0 P
1.260' t2- j i I 1 1 I MUST OLE WITHIN j R HOLEI MIN. D. Z
I 1 i 1 I THE DASHED I{7.--.-�.-
BOUNDARY.SEE U Q O
F 1 -_- 1 I I - _ 1 F SIIEET'S5-20FOR F I ______-i
2.676' I I 1 I E .THE ANCHOR O.C. i 1 �
I I I I F I DISTANCE
3.84' i 1 I i 1 MAXIMUM'R I I p Y Y
I 1 1 I ANCHOR HOLE I I
3.250' 3. I 1 I 1 I I DIAMETER: J fn
.700' 00' .100' 000
______� -______� ANCHOR �_____________________s U Q
I DIAMETER-Ines. Q � � O
.100" _ 2X5 ANDLE CLIP Z x �O
4• 624' rC STANDARD CLIP UCLIP BOB3-TO ALUM. Q'
606}76 ALUM. 8063-Te ALUM- TOPVIEW
----I 820' �� � 820• I-- ---I 020'I-- WITHINCENTEH ANCHOR HOLE MUST LE TOPVIEW TOPMEW
WITHIN THE DASHED BOUNDARY.SFS
123'MULL ON.100' 12S%3.26'X.824' 1.25X3.04•%.824' SHEETS E.M MAXIMOR UM
ANCHOANCHOR
O.C. TABLE TABLE C,CONT.
MULLION MULLION MULLION DISTANCE.MA%IMUM ANCHOR MOLE Dimon-don]Value In)For MWIIeA: DlmSnalOA Value(In)Per Mullion:
6006-T6 ALUM. 6006-T6 ALUM. OWS•TSALUM. OVUETEW ANCHOR DIAMETERS 1/16•. F 1. 1. .S
X•SECTION XSECTION X-SECTION G 1.000 .126' G MWO X.024'
5.600' H 2.660 Aluminum 1.430 Aluminum
3.460' 3.000 TI'X4 1 3250 1. MWOen
2.661' � .126' .975 .375' F 11d/ 7'X4'% F 262 1.25%3.04'
Q37 --, 1.877' I MIN. G 0.757 .375• G 1.126 X.024'
--- --- ---------
M 2.430 AhaNNan H 1.500 Aluminum ^,O�lJcl'ROVISED
1 1 I 1 3.000 Tube 6'C 1 3.250 Tub.MuIII m c plyim wull the Florida
F 2 1.2&'X3.25' F 2.013 30.08 MWI Duidin00Sae 16-v7j .O9
123' 50X.100' F 2.075 45'Be MWI AcecPlance NoI 1 H 1. L6.M.Ilkp. .nale9.02)
.125' 46' 2.250• II 3260 TUGa Mu9ian60'45-BAY MULLION 1 3250• 1 I i 1 TABLED
30•BAY MULLIBp6}TBALUI& LI-_____-_- Mall DYnmron POTPaRN6063-T6 ALV %-6ECTWN I (aha4t N) Mulllwlr OS'alCllp 114i11p AnBla ClipX-SECTION I :��1`:•�CENSF ••;p /i
OFF6ET CUP 1'X4'X.124(10) 88704 BeB1122M 68B241M 860518MT- .723' G00}TBALUM. X4'X.378•I11I 66010 6MI12W 680242M 68S51BM _�,`.228'1�--9e7'� •22G• 4''•981-`-I TOPVIEW V XV X.]75'•T(11) 08653 6061123M G66242M 006S10MNOTES: .740' 1.25'X3.26•%•700•(13) 20180 SM1124M CSB2410M 8666115M 1.25'X3.25 X.62A'(14) 20101 6661125M 6802411M 6e I5116M1)HOLES TO BE DRILLED H THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 126'X 3.04•X.524'(15) 20162 OW1120M 600241M 666517M s 1 E2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Da2na(7D) 6Bs4a wA Wn e8B51tOM �. .......3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 DeOnx(ZL1) 66650 WA WA 6865111M U
J A,CA
FL P.E. 68706
TABLE E
e
Mull Dlme Delon PGT Pu11Q f £ �
C
ahoot•) Mu1110n Std.clip U .125• u-�1-.126• r-.y 1,126' ^E K
2"X4•X.25•(16) B6B02 B662B1M 686271M 8665112M I r ,g
Z 6'X.2" 17 66604 60I7202M fi0fi272M 6865113M I STANDARD CLIP U-CLIP I 2XS ANGLE CUP o�.A
( )
6063-TB ALUM. 8063.76 ALUM. 808]-T8 ALVM.
2.00(' I X-SECTNJN 2.125 X-SECTION 2000' XSECTION
NOTES: I N
.125• .t25 y b}}m II..--..
1)HOLES N BE GRILLED IN THE FIELD FOLLOWING .125 co roa g W
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T O m
2)SEE SHEETS G20 FOR SUGGESTED.APPROXIMATE I I
HOLE LOCATIONS. l..-1.480'---{
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500" K Tn
2
CUT NERE TD 6.000- 376• LU co Ga 0
3." CREATE F LIP• I�•�- MIN. m Z (7
2.000• .376' _SEE DETAIL F. .375" co
MIN.~ SHEET4 MIN- _
� Z
_. _______� --------------------- 2E
Z W a.
r_ ---
[2,.000] T__________
4.000' i J
3.438' £ t 3.430' £ �-_________i 1- Q rn o
.250• 2'X4'X.25' i IMULLION 3.438' I QZ C3 ri6V
6003 TB ALUM. I I I I I I 1 Q .3 o y�
X.SECTION 1 I , L , I .375' co OZ $
J MIN. C' J
STANDARD CLIP TXS ANGLE CLIP L1 2
-CLIP.8083-Ta ALUM. Q..
CENTER OF ANCHOR HOLE MUST LIE BOB3-TB ALUM. - OFOR T%4'MVLLION ET 0 CENTER OF ANCHORHOLEMUSTLIE 6063•T6ALUM. O_ .N N
250'
-WITHIN THE DASHEOSOUNDARY.SEE TOPVIEW WITHIN THE DASIIEDBOUNDARY.SEE TOPVIEW OHO
SHEETS 5-20 FOR THE ANCHOR O.C. TOP
VIEW SHFFT3 5-20 FOR THE ANCHOR O.C.
DISTANCE.MAXWUMANCHOR HOLE CEN TER OF ANCHOR HOLE MUST UE DISTANCE.MAXIMUM ANCHOR HOLE
DIAMETER:ANCHOR DIAMETER•1116'. WIT HIN THE DASHED BOUNDAR Y.SEE DIAMETER:ANCHOR DIAMETER 1110'.
SHEETS 5.20 FOR THE ANCHOR O.C.
6.500- DISTANCE.MAXIMUM ANCHON HOLE
CUTHERETD DIAMETER:ANCHOR DIAMETER•1/16'. 6.000'
2.000" .375-.375• 3.500'-moi CREATE F IP. .375- - .376'
I SEE MTA¢.F.
MN- r-SHEET4 MIN. £ MIN.
375'
_--- _______� -_ __ r_____________________i
I I I I
I I 1 I I I .,^I:OD ly REVISED
I I I mild iN IlA 1114 Flald•
I I 1 I B�lil"Co4
I A-"
oimllon Dral W-O�jl fl-Qo¢1
I I I I
1 1 1 I I I
I I 1 j 1
By
0.000 £ -L__ 1-_ _-1_ 4.686' Q 5.438
.260• I I I //111111 f/�
i I i 5.438. I 5.438' i ��� LYNN 4f
2'X 6"X.25"
MULLION
6eS•TS ALUM.
I I i I 1 i .377
LJ
X-RECTION I , _ f •-%;--
No• 8705
0
I 1 1 _____________________J _MIN. \1 �
-
,
�:•
STANDARD CLIPCMU-CLIP 2X5 ANGLE CL `�f(C •'•FLORID •'•(J,\•�
.260' OMT6 ALUM-
TOP
IP
a're wLUM. eaesTowwM- %i1'S/OIVA1-����
TOP VIEW uSEO FOR 2'X 0'MULLION.6NEET 1T TOPVIEW
TOPVIEW A. R'P.E.
FL P.E.N 68705
EXAMPLE 1:SINGLE VERTICAL MULLION THE DOI-DING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SI HS.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF-60.01-00.0 PSF.
NO ANCHORS IN HEAD 1)INITIALLY ASSUMIN43 THAT A I-WIDE MULLION IS SUI TA13LE,THE MULLION LENGTH IS 72'ANO THE OPENING WIDTH IS 32'+32+1'-65'.REFERENCING SHEET 25,THE COLUMN USING
--- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REOUIRED
DESIGN PRESSURE OF+80.01-GO.O PSF.IF THE TABLE DOES NOT SHOW THE EXACT SBE.USE THE NEXT LARGER SIZE AVAILABLE. $.I.'
SEE SEE FROM TABLE 3A,SHEET 7,THE 1'X 2.75-X.375-MULLION(LENGTH-72.OPENING WIDTH-707 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD 545454"'u
FENESTRATION PETAtts, NOT BE SUITABLE FOR THIS APPLICATION. pp 5t1
PRODDCT9 GHEETS
APPROVAL\ 20 FROM TABLE 4A.SHEET 8,THE 1'X 2.75'X.850'MULLION(LENGTH=7T,OPENING MOTH-70')HAS A DESIGN PRESSURE OF*02.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
M• OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. iIn
N
MUL110N
LENGTH 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X5 Q
LI ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LRS.THOUGH EITHER ONE COULD BE USED.THE STANDARD CLIP IS EASIER TO INSTALL. Z •v N ' In
j/ DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION PRODUCTS.WILL W
SH�Ts APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND TRE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _ _
2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
� K d)
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS*-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W o'
No ANUIORsiry wwo0w slLl THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PSF: g
32' 3Y J
�E-II-NULL wiDTH 870 L89
(60 PSF)X.
,=524.0 LBS (MAY BE USED TO QUALIFY 0 10 STEEL SCREWS FROM TABLE 4B)
NINO WnTH 72.7 PSF ��j
TRE BUILDING SUBSTRATE IS KNOW N TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-"'.THE OPENING REQUIRES A W
DES ON PRESSURE OF+50.01-65.0 PSF.
Q{�- v
FOR THE VERTIC7V.MULLION: Z ¢ o
1)INITIALLY ASSUMING THAT A 1'WIDE MULLION 15 SUITABLE.TME MULLION LENGTH IS 32'+72'+1-105-AND THE OPENING WIDTH IS 3G'+36'+7'a73•.REFERENCING SHEET 25. Q Z a
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MUWON THAT[SAT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL J Y p r-
EXAMPLE't MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. �j 8
W O Q Y
IIIILL WIDTH FROM TABLE 3A.SHEET 7.THE 1'X2.75^X.376'MULLION(LENGTH-100,OPENING WIDTH=BO-)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS-1-15.1 PSF a
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION, x¢
U W ¢ O O
FROM TABLE 72A,SHEET 16,THE Z'X 4'X.260'MULLION(LENGTH-108',OPENING WIDTH=eo')MASA DESIGN PRESSURE OF 11-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d 12. � N
SES FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 1
SEE DETARB,
31 FENESTMiION SHEETS BECAUSE ITNOW KNOWN THAT THE MULLION WILL ADO 2'TO THE WIDTH OF THE MULLED UNIT.THE ADJUSTED OPENING WIDTH B3 36'+36'+2NOT73'UC PREVIOUSLY
PRDDU4T•9 20 ASSUMED. R:
VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY.THE WINDOW WIDTHS MAVY B BE REDUCEDD TO MAINTAIN
APPf7OVAL THE 73'DIMENSION
2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
I l 1 CONCRETE HEADER AND BILL ARE B'WIDE•IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 0'.CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
VERTICAL 1 USING THE STANDARD CLIP WRH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH 15 GREATER.AND
MULLION
LENGTH `-SEE sLT_ TryEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS,
A SOETAILB. DETNL E
OPEINO EETS 2•T SIEET3 FOR TME HORIZONTAL MULLIONS'
H[IDHT 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
noM2. MULLION TYPE COULD BE CHOSEN.
D
MUL[oN T PROUCTR.VISED
1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 3T+72'+2'=108'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALRRIANGULAR LOADING MAY BE PIY wL4h Yn FIrwNT
u,61a A�
USED.FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION(0 LENGTH 4T,OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE Acacpalev 16.0'LJb-03
REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. D p4vllon Dob /JpQ
DEN�. 2)USE TABLE 12B TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REE OUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE.ASSUME THE CMU JAMBS ARE a- IT
SNEERS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPSWITH Miav DWv hodW'
2" (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REGUIRED
ANCHOR CAPACITY OF 521 Las.
�30',HOWL Se•,NOR¢ 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CUP SHOWS THE ANCHOR �� LENS •,/7T
Mull LENCM MULL Li NGT1 CAPACITY IS 1074 LBS WHEN USING 3 ANCHOR.•WHICH 1S GREATER,AND THEREFORE SUIT.I.'E,FORTH.REQUIRED ANCHOR CAFI.I REQUIREMENTOF 821 LBS.THE Cc' Lt
OPENING WIDTH FDR VFADCAL MULL ANCHORTYPE ISA#123TEELSCREW. -I/' 14D.Na'105
FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: _
+/-64.7 PBF FROMTHE VERTICAL MULLION, _,,1)
+/-170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHING TO CMU; v - -r/( /U
+/-170.0 PSF FROM THE 35-HORIZONTAL MULLION ATTACHING70 THE VERTICALMUWON(INTERSECTION} V S'AfF_O'
THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. `N F4 OR101;•.•'\1-j:
VERIFY THE DESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION '/
PRODUCTS,WILLAPPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTHTHE MULUON AND TME FENESTRATION PRODUCT SE INSTALLED IN A.LYNN MILQfk,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.N 58705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANC J AR LOADING: v^ p
PW PW c
PW
I d
SHfOH SHlDM SH/OII SHIDH i m
°° PW PW zY�Ym �
1 /
LOADING OF VERTICAL MULLION LOADING VERTICAL MULLION I
% - $ o
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I /
o- HINGED
jjDOOR
� I SOD - Z UJ
gg a� -
}---_ I LOADING OF VERTICAL MULLION = $
_ ��� DPW _\`• I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLIONzz
J aS �.
LLWl z
PW PW F o Ao
8
1 PW Z
."sN/DH SH/DH SHIM SHIDH
4 �� �/ i �s zkO.TJ
I -7
SHIDH pK
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WIRi INTERSECTING VERTICAL MULLION
1 PW PW HR
I _ _
I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL.MULLION LOADING OF HORIZONTAL
1
MULLION
P HINGED
DOOR PW PW 1 NOTES: ;ICGOUCTItEV1yED
1 IIs pl God.ith Yn PGXWs
RERESEINGS ATION Bulidln6 Coda
1 1 RERESENTATIONS OF TYPICAL U4a�noc Nu - p
PW CONFIGURATIONS. EWp
PW CONFIGURATIONSNOTSHOWN
MAYBE EXTRAPOLATED FROM D
THOSMl
E SHOWN.
2)IF THE LOADING TYPE CANNOT
BE DETERMINED,USE s0�;, •••• .'MIL(
PW RECTANGULAR LOADING.
PW
3)SEE PRODUCTS'APPROVAL FOR `•i: Np•{6%Of _.
I ACTUALANCHOR LOCATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION �'] .•.�, „J!
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I `�
SOD '71"L OF
T TlL'JF
LOADING OF VERTICAL LOADING OF HORIZONTAL A�LVNt�)�IFp�-6R1•d�E.
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