HomeMy WebLinkAboutProduct Approval (6) M IAM I.UADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strcet,-Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
CEPTANCE OA r",mianudade.py/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
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(AH4
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 Veloci Hurricane Zone.-
ION:Series"PGT"Clipped Extruded Aluminum Tube Mullion-L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions",
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
MIAMI-DADS CNOA No.16-02.18.03
OUAtl'Y Expiration Date: May 26,2021
��ll J Approval Date:April 14 2016
Page 1
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NDA No.10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
.through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson,P.E. \
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010
and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
ManuEX0218.03 a ez,P.E.
Product Contaminer
NOA N
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F: STATEMENTS
1. Statement letter of conformance, complying with FBC-51h 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. 1471105.01, 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 Cc 1 E miner
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL
MISSILE IMPACT RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
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---.-.---.
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS----._........„._._._.i ��o
FIGURE
INSTRUCTIONS-------
FIGURE t ELEVATIONS
MULTIPLE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLT02XWOOD.........._._._._.2 R!
U OPENING WIDTH FOR VERTICAL WILL ARCHES TO BE MULLTO IX&MASONRY.........2
MULLIONS SEEDSTAILS . INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND 00 NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES.-___2
SHEETS RECTANGULAR OTHAVE A P OF MORE THAN 1W FROM THE CUP.
SHAPC MULL TO MhSONRY---,3
MULLTO STEEL STUD-.--.--.3
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL,_.,.........._.....__..,
DESIGN PRESSURE,MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN UI80.THE V3 STRESS INCREASE WAS NOT USED ANCHOR SPECS..._................„_3 U)
Z
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CUPS_____4
0
SAY MULL INSTALLATION----4
N\
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE X 2 X.126 MULL 5
\\\ 11 X 2 X 376 MULL SPECS.._._......6
INSTRUCTIONS. I X 176X.376 MUILI.SPECS.......7 :D0=
I X2.75 X.65 MULL SPECS-__
SEE DETAILS
ANCHORAGE
THE COMBINED WIDTH ORHEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I S w 0
ATHRUG; It i X 3126 X.SDO MIJUL
SHEETS 2-3 SEE DETAILS ANCHORAGE FOR THE COMMON M Co ;:
ATHRUG. ULUION.SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER X 4 X.126 MULL SPECS.___.._10
ONLYTWO ADJACENT UNITS AT ATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN X 4 X.376 TUBE MULL SPECS-11 <
SHEET32-3 I X 4 X,376-r MULL SPECS—_Ii -I
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 11
1.26 X 3.188 X.265 MULL SPEC&A2
OPENING 26xa25X i0o MULL SPECS__13 2
ANAU WEIGHT z w
LENGTH FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1126 X 3.25 X:624 MULL SPECS_14 M 0
HORIZONTAL 126 X 3.94 X$24 Mal,SPECS_.-IS LU
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS.M 2X4X26MUUSPECS—SPECS_ --IS 5 j I
SEE DETAIM LIST z
SHEET3 BE ANCHORED PROPERLY TO TRANSFER LOADS M 714E STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 0 X.26 MULL SPECS=_17 �
%jjAS APPROPRIATE FOR SUBSTRATE MATERIAL-DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.26 X ZI I X,125 MULL SPECS,_10 Co
REACTIONS. 30'X 3,26 SAY MULL SPECS___19 z
45'X 326 DAY MULL SPECS__20
MULLION&CUP DIMENSIONS_-21-23 <
Z
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOAS EXAMPLES 1&2_,__.__.__24
_j
PRODUCTSMAY LOADING EXAMPLeS__.__..26
BE OF ANY TYPE. 9)MULLIONS AND CLIPS 14AVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
MU$TBE Ir
MANLIFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON4MPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH z U)
III BY PGT, PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. UUJ
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
SE ETA 2
< 01
11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
MULL e 'G,ILS WIDTMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
A 4'
ZONTAL • SHEETS 45 24
LENGTH NCR AL]
MULL
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: I)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBWr FOR THE OPENING USiNG THE ASCE-1 STANDARD.
LFHGTMULLH OPENINGWIDIN-1 I.--HORM MULL LENWH---i 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
�_ —1
3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRLANGULARfTRAPEZOIDAV.
DIP ING 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY"SIFT-)FROM TABLES 1A THROUGH 16A.ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED
im HT`N TH G as complying wIA ft Fib"
ILL FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION SPANNING VERTICALLY OR HORIZONTALLY), E uilding wo
OPENING M I
H HT LEN I" HORIZ. . MULLION CAPACITY(LSSJFT-I OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT J%%M FOR THE OPENING OBTAINED IN B
mat MULL STEP 1). 1�c
E LENGTH
5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE BY
L L L REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
TN 11
SINGLE MULLION SINGLE MULLION I.-PENING VERTIC—AL X3)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ..AYNIV......
-4
OPENING NCHORISU NCHOR-CUP FIN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR .•...
FOR VERTICAL AILL CAPACITY 13 MET.
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE I ABOVE 7)IF THE MULLION CAPACITY(LBSAFM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT3)FOR THE z: No.5670.5
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
-
STANDAROS USED. -0 a
*2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS)FT2)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
*ANSIIAF&PA NOS-2012 FOR WOOD CONSTRUCTION CAPACITY(LSSWT2)OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ;k"
$ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY,
...........
OAISI-SIGO-071S2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
A.(1YNRPP�R,0\L
FL P.E. 68705
DETAILA: MULUDN DETAIL B: MULLION $
MULLION TO 2X WOOD BUCK MULLION ATTACHED TO iX BvacsrRlP TYP.ANCHOR c
OR WOOD FRAMING WOOD BUCK AND MASONRY ATTA PER SUBSTRATE,
CHMENT SEE SEE TABLES 18.160 8x
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY oTHERs,
SEE NOTE t, N
I
MULLION SHEET i. . �-4, S m
EtTI1ERTHE I I 1 { 21S-T2 FOREE HIX.E a - b I MIN.,KSI EDGE 111
STANDAROO n .° i LOCATIONS d I i CCNCRETEORCMU ' ..1
�._„�_OISTANCE, W
OFF&ES b81ll -I SEE SEE TABLES _
CUP MAYBE 1 DISTANCE m I ° EDGEOISTANCE 18.168 (Y (n
INSTALLED BY t \ /- - FORMASONRY O
FOR WOOD _ i ANCHORS LU a 0
THIS METHOD ,/ !
SCREWS 4 2�,�FOR °na n I ' i SIDEVIEW z
.. a ALL MULLIONS d. W
' aO
n. n a 9TANDAROQR (� �.
°
a a. OFFSET MULL Z g
d ° ° L•f " CLIP M4Y EE � �.� � �!
n C " EXTERIOR ° " IiNiS hLiEL£iTDtO�D g tlz!
a
a DISTANCEG Z •`_ �'
n FOR !- Z '_ `•^,
MASONRY " °Li O z N O
THE OFFSETCL,P{S ANCHORS I d
R6COMMENOEO fOR � Q� E40�r
EXTERIOR n a. fW-FRAMEo < _J! o
WINDOWS,OUT MAY _
ALSO HE USEOfOR q D: I... `1 Y
OTHER FRAME TYPES.
to � N
o
TYP.ANCHOR TYP.ANWOR 2z
� �0111-
TYP.ANCHOR ER SUBSTRATE, PER SUBSTRATE,
'PER SUBSTRATE, SEE TABLES 18.168 SEE TABLES 18-168
SEETABLES 18.168 EDGMSNO
DISTANCE SUCKSTRIP
SE TABLES AND
EMBE)OMENT SUCKSBY OT
AND
78.168 ATTACHMENT
EMBEpMEM' '� HERS,
ATTACHMENT -- SEE NOTE I.
OTHERS, 3NEET I.
SHEET t. .
•.i^ MN 2.1 KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW QRoDpcTREvISBD
FRONT VIEW Dwld ngYC eYiU1 We Plc1$h
Aeccpt8 ND CrL O'er'
Ex italion note ljArL!
INSTALLATION NOTES:
BY
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Mi_ de hoQest
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ,`Lt�Ot��LYIN h" I
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR OSSTANCE,THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �`,••'y1CC
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THESTANDARD OR INTERIOR CLIP MAY HE USED.
h:
S)ANCHOR HERD TYPE MAY 8E PANHEAD,HEXHEAD OR FLATHEAD. No.
58705 O':'
4)WOOD BUCKS ARE OPTKSNAL,SEE DETAIL G,SHEET 3. �-h•:"` !� ;(,U
6)FOR MASONRY APPLICATIONS INMIAMI-DADECOUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ^� • � C �
ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRY ANCHORS. ........
A.LfN1UtWLL2FZ,b.E.
FL P.E.#$8705
DETAIL E: ® „ r
DETAIL C: —1 .126•MIN. MULLION TO MULLION a
INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) '2.wMASONRY STRUCTURE 1)MAY BE INSTALLED IN•TEE•OR'CROSS' o
(STANDARD CLIP SHOWN) — INTERSECTIONS. aa*
V IES £
2)MAY BE INSTALLED HORIZONTALLY 6 x
I �=` (SHOWN)OR VERTICALLY.
I t TYP.ANCHOR �"" a N
Lr—"ER THE t PER SUBSTRATE, 3)SEE U-CUP DRAWINGS,SHEETS 22-23
ArtDOR sEETABLES 18438 FOR CORRESPONDING MULLION. L
T MULL I I I TOPVIEWZAY BE I EDGE DISTANCE MULLION Q
LED BY P FOR MASONRY
ETHOD I I I o VARIES H of
ANcttolu y
I 812F.VRIW GORP
$ELF•DAILLIND OR PRE-DRILL
'MULLIONANDUSESMS I!] ED
o O
m
•�" 'a -. z
MULLION p Z
EXTERIOR °a a s � O
EDGE DISTANCE ° THE OFFSET CUP IS i m =L
FOR MASONRY .. ,�. RECOMMENDED FOR /—INTERSECTION ti r.L
i
ANCHORS •. FIN•fttAME6
"•a WINDOWS,BUT MAY U•CLIPj Z
ALsosEusEDFOR EXTERIOR 4 r st
8' n • OTHFI7FRAME TYPES. �•
TYP.ANCHOR .d
�
J SEETABLESIB-738 TYP.ANCHOR
SEE HOLE LOCAT
FOR 1-� *��'G' �—
PER SUBSTRATE, HOLE LOCATCAT FOR
—ZI 3
BUCK P SEE TABLES 78.138 FRONT VIEW EDGE " L1J J Y
ATTACNt.4ENr SDISTANCE
STABLES I— N
Eh1HEDMENT �. * S E NOTE 1, r�'• 18-ti8 Q '2 Q
S . O_a z
MEET t. (fJ Tq
Lam._ ••..' "••! •-'. EDGE2 .. t:C'
I '�""sEETTABOLEES SIDE VIEW
MIN 2.7 HSI CONCRETE OR CMU MIN2.7KSICONCRETEORCMU 18.138
p�p-7
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: STRUCTURE
ANCHOR
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL.BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCH
A PER Stl CH RATE, LTj
SEETABLES 18.738
•2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a ~ SEE SHEET$ Q PRODUCT REVISED
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 2t•23FOR ,nilding o wish1fisFtaida
de
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE LOCATHS Building b j,
FOLLOWING SHEETS.FOR DETAILS A.D.EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED.
`�•' Natpimtt Delo �2i)
14 0
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. T' MULLION
BY
® Mi 'Dada cL
A)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. `
b)FOR MASONRY APPLICATIONS IN MiAM4DADE COUNTY,USE ONLY MiAMFDADE COUNTY APPROVED DISTANCE \�� a.(LYP N pp��
ELCOULTRACONORELCO1hrS.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDSTHINNERTHAN �TAatES h1.••�EAIS ••LF,p
FRONT VIEW V1 CAANOCOMPLIANT WITH THE FL BUILDING
CODE.A2%WOOD BACKER MUST USED. :• •,1C fi
ATTACHMENT BY OTHERS.
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW —
NOTES: / LY—
� ry /L
])FOR 2X WOOD-BACKED STEEL STUDS,WOOD 31R£ F
ANCHOR VALUES MAY BE USED. i�?C` •fitCRi1T?''\NC?
2 SEE CORRESPONDING MULLION TABLES, ,�S S((} �\\,
SHEETS 5.20,FOR QUANTITY OF SCREWS. A�.tLY'JNq i}�1�k Eta,P.E.
FL P.E.#58705
DETAIL F: DETAIL G; DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CUP) (ANGLE CLIP) (ANGLE CLIP)
SEE MAILS A-S, 30'OR 45' a!
SHEETS 2 AND 3 FOR INSTALLATION aAYKU
TO SPECIFIC SUBSTRATES.
c'j
,-MULLION
0 1
0 0 z
0 0 0
0 0 O O O O i LU
00TOP VIEW a x
1 U)
SIDE VIEW TOP VIEW U1 C>Im 0
SHOWN WITH I'X 4'X.125' (J)
MULLION -j
TYP.ANCHOR
PERSUBSTRATF- 5 d
EXTERIOR SEE TABLES 158 OR 166 Z z
T YP,ANCHOR
8 ANDARDIALILMON CLIP TPERSUBSTRATE. EXTERIOR Z
MODIMEDTOWFIELD SEE TABLES 0448Z v
CONDITIONS. 72'XVANGLECLIP, 5
1 i i I I 2 PER MULLION END,MUST BE O.Z �1:4 —
INSTALLED INSIDE OF BAY MULL �i
No r-MULLION L-
2'XS*X.lw
ANGLECIJP.
2 PER MULLION END, z
MUST be INSTALLED
iool 9.0
INSIOEOFMULL
NA
TYP.ANCHOR
ER SUBSTRATE,
SEE TABLES 18.146
INTO WOOD.
t:9 STEEL,ALUM
INTO WOOD.STEEL, STANDARD CLIPTOBE EXTERIOR OR MASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED(N-FIELD.
EXTERIOR PC lwcp- —4r
�OX'61t -$- fRWUCTRFVISED
as complying with the Florida
Building Godo
INTO WOM.SMAonceEL. Ex irallon t LJo Vs,
ALUM,CMU OR MASONRY
EDGE
DISTANCE By
PER Mi4m1 do Frodoct
ANCHOR
DISTANONCE
PER NOTES FOR 1NSTALLLTION OPTION G&H. 11
R AmNOR 1//
1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION.
NOTES FOR INSTALLATION OPTIONS F. 't
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1,20-X2,11-X.126'MULLION. 2)DETAIL G:SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE z •5fvl()5
LOCATIONS.
7
2)SEE TABLES 1B-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 16B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE V.1
LOCATIONS.
I
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. 10 1, 1,
0
AirfFL ES�87 0 So
TABLE IA
Mullion Co Table baf e
Opening WIdth(fbrvedIc;sIVspsrnl miNonns)orOpaRing H6tght(forboriuxi68y-spam3rig mttfiom) I'd
c!SON 601n TO In so in 90In I In I201n t4otn ISO totong9M7 TropfTMV. Reip4 f Tm1JNW4 R"tan9Wer TYapR4Mng. Ratanp4u TMprMan2. RaeianpMu 714p14IM6 RaNu ar TfwrrlMb9. Rwtanow Trnpnzwv. I
1X2%.126 Low" Lw*p L-4.9 LM901ng L-&9 Lowing L"dtq Loaft Loadw ioadn0 Mew Lmdng Leadn9 laadno La4dnp Locdn9 lsednp Loadap �,
Alum
Mullion a 1 1 1 h IIn
I a a rn
421n 111.9 400 129.61 332 193-21 408 115.5325 79.9 41DS 107.6 321 69.9 406 104.4 319 821 408 104.0 319 $5.9 406 104.0 310 4" 408 104.0 319 39.0 403 101.0 319 334 408 104.0 Me
J
40 In 749 312 S7A 268 624 312 73.4 1 252 6M 312 67.0 US 46.0 372 632 248 41.6 312 61.3 244 37.5 312 61.0 244 37.2 312 619 244 28.0 312 67.0 244 2A4 312 87.0 244
60.0510 $10 281 706 234 63.2 281 61.8 228 416 1 2811 65.7 224 319 261 52.1 = 33.5 251 60.1 1 220 31.9 1 261 49.3 219 26.8 1 281 49.3 1 2t9 22.6 281 49.3 219 20.0 261 49.3 219 � tY p �
{" M ki 62.6 247 57.5 207 43.9 247 49.0 262 374 247 44.8 199 32.9 247 41.5 190 29.2 247 3&4 184 26.3 247 38.4 193 21.9 247 38.1 103 166 247 367 193 16.4 247 36.1 193 tY6 0O O
Ta Cl)
60M 38A 200 41.2 170 32.0 200 35.4 168 27A 2DO 31.5 163 24.0 200 289 160 21.3 200 27.1 159 19.2 200 26.9 157 16.0 200 26.0 156 Imo.. �
a STfn 33.1 1811 35.3 165 27.8 181 30.3 152 217 161 219 149 20.7 181 24.5 148 18A151 228 144 10.8 161 21.7 143
68 In 20.0 165 30.6 142 24.0 185 26.1 130,12-0.0 165 23.1 138 18.0 165 21.0 134
721n 222 130 23.3 120 1&5 Us 199 139 !74 118 ill 4i
7610 781.9 125 18.7 109 117 125 161 J
7610 17.6 i!0 76.2 104 ¢ C
TABLE 18 ANCHOR CAPACITY ADJUSTMENT FORMULA; ¢ 2 Z
Anchor ca act Table Ib9 t tri
SWnl.ta 27k Corarat. 3.5k Cone, FkBawCMU F9ed tMU PT NNOS MORa! (qP,)X AFtCHOR CAP.,,,,,,,,,,, ANCHOR CAP."„ N �O or
Yta Ek. 114'$5 Ek1 6148'Etao U{•SS Ew. Yto$teal 012SteN 912 SIM MULLION
AtkhorT7pc: 3Ha Eko Uit.eln 1P Eko UNoavi 3110•Ek o Wk.. 11V Eko Vr w. X
AnCharCllpPatteme Wtreeon A99nCntor vftwaM A9pM0otor seart65)8eaw(C5} serewtC4} USETHISFORMULATOOBTAiNTHE'ANCHOR
Eap777{429t1ee 9nE 1• zirr 1• aitr 3-It6• r 2.11" r 2-Irr r 3•11a r 0.48' om, 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN !�' N
Embadneni ikl. I-w KW' 7-3x4• 1.3x4• r 1414• i.ua• !-uf' t-tr4' !•u4• t-u4• r lava lata• 1606, ACTUAL PRESSURE REQUIREMENT FOR THE UQ X 4
xArct.Is®4.75.7010.oc.7$mn,tm:tuoasc4 cnp iFT9.17 39021, 390ms 450ms WINS 7644ms 2x060 zb9w 354 ma 740 F. 374 mM 614 tw 9461a 341 M5 44211a saa roa OPENING,WHEN IT IS LOWER THAN THE MULLION p-e` Z tQ .
4 Aikhga�l.tsM».o.¢tebdMta toroeat3c6ptFi9.2); 450 Its 706 Its WA WA WA wA 350 lb, WA WA NIA WA WA saz ms e86 tm 1120 6n CAPACITY(FROM THE TABLE)OF THE SELEGTEDSa 5;0
4AMM$®rk9A O.G Jt21245AnpM t.TNM J(Fq.3k 780 Wa 760 Wi 60D bs 156Qtbs f896WM S/D Ws 560166 WA 790 Bo 7461m 6690. fe921ta 682 to OM lbs tiro lba MULLION.IT WILL YIELD A MINIMUM ANCHOR
2Atctkn(Q OAS'Msi O.C.tUt7�p,Nto.f25`Akan.iFlp.4k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 7156. CAPACITY WHICH MAY BE USED TO QUALIFY#�
t Antlwrt F�ipiFq.Sk 7951818 195 W3 2x56» MS W4 ea 8. 735 WM 140MG 177Wa 3706. 1871M 337IDs 473 W4 1706. 221 toM 2806. ADDITIONAL ANCHOR OPTIONS FROM THE
2 AnzTa. 1.15•Mku O.C!F-O! Ip.Sk 2401m 350 PA WA WA WA WA 190101-3 WA WA WA WA WA 3416. 4421811 5608» ANCHOR CAPACITY TABLE
NOTE.FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FiGURE 1: FIGURE 2: TABLE NOTES:
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRODUCT Rwith 0w Fit"
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, j 1.000' t-- no��� y'
Aeaeptueee
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE 8x 11011
FIGURE 3•
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. BY
(♦ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2.000• Miami a
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 125• �t1 fft
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED \��� �y Y.YNN Mu��11,�
CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED �` tQ ¢
FIGURE 4; FIGURE S.
FtGURE6: ( ) C ,1,.1..��CFNSI:
1��7--•-1 YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' ';• yc ~;
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT !•X 2'%.125'MULLION No.513741
LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,16.8 S.S.OR 410 S.S. ,�}• i J '
K tAo LU:
PLOWID
C` '''(fit t' �C,
A.eYNNI %1 R; E.
FL P.E.#58705
TABLE 2A ® g3
Mullion Capacity tablD Ib&Iltz
CpeningWidth(forvery -epardnmgmdl1onH)orOpeningketght(f6rhaisomo*spamtng"os15) ssfBltt q
bON SON 70 in 00 In WinI
Imin 120In 14010 imin 52 o
RenterYular Trap/Marp. RaatpryYar Trep/7rlarp. ReCtarpular TrapRAanp. ReclanBNar TmpTAanH. ReclanOmar TmplTelaraetar Tnpfrltm•0. ReciarpWs 7mpRiM Rsoan9alar Tmp/TAa1a. Raatar®Vlar TmpRnag. a
1 x 2 x,376 86•LoaNna t�aA9rm Gm6n�g@9•. yy@•.Lo" Loading taodro Laa0.na y Lwok9 towwv LoaL-ft Loadlre LoaOhg Lo4Mn0 LoarOrq Lwdln0 Lowing 'j�g1+.I.aaeirq
um Tub
�MYdiDne i7 f7 O O Ute` 8 � t7s � �
12N 174D 820 1700 475 151.3 682 170.0 478 1267 &82 170.0 6CG 113,6 tL2 lSQb ef8 7088 65Z 16486 682 1049 61T JS7 682 1649 617 81.9 851 1649 61] 66.7 882 100.9 6174810 121.6 601 1380 4111 IOTA 607 119.2 4f0 669 507 1067 403 740 607 1020 399 67.0 507 90.8 .8 607 86o 398 60.7 507 99.0 398 43.4 607 89.0 SOB 380 6W 89.0 396 J lUaW.WMS In 103.7 458 1%0 378 e44 468 99.8 311 147 4S8 00.5 384 84.8 456 84.8 360 67.8 450 81.31.6 456 80.0 358 432 458 80.0 358 37,0 450 86.0 338 324 466 80.0 356 � (Q64 M 65.4 400 83.3 330 71.2 400 SO.e 328 6to 400 72.7 K2D4
00 87.3 318 475 400 84.027 400 013 314 35.8 400 61.8 313 30.6 400 61.8 313 20.7 400 Ste313 � cq
O400In 623 324 069 278 51,9 329 57.5 270 445. 324 01.2 2d 409 260 348 32d 43.91.1 324 420 255 260 324 4D.5 253 222 324 165 324 A8.5 253 �' 4fl03N 63.8 294 5TA 252 44,6 284 49.2 2+18 364 244 43.8 89 368 237 24.9 294 9T.749 294 35.2 232 224 284 33.5 T30 19.2 29433.4 230 iB.B 294 33.4 230WM 48.8 258 49,6 230 360 285 424 225 33.4 256 375 68 341 218 26,0 268 31.83.4 208 29.8 212 19.6 268 28.0 210 18.7 280 27.7 209 19.8 268 27.7 209 2
7214 380 225 37.9 IN 30.0 225 322 191 25,7 725 28.4 26 25.6 149 2D.0 22S 236 102 18.0 225 221 180 16.0 225 23.3 177 128 226 18.8 !78 41.3 725 18.8 776 '� d7eN 306 202 32.0 !77 255 202 27.2 173 21.8 102 23a 02 21.5 te7 17.0 202 19.7 165 143 202 10.4 !83 128 202 10,7 180 10.8 202 16,8 1S8 68 202 16.8 168 � 3 Z
78N 263 f92 248 188 248 482 25.f 18.1 203 182 22D t72 197 159 15.7 1B2 10.1 1ST 14.2 1B2 146 165 11.8 182 15.2 152 10.1 192 14a I59 48 102 14.2 150 '4 J
J
901. 165 144 19.0 128 16,4 144 781 128 1�- ¢ f7
96M 15.2 IN 15.8 113 O
h� s O .-•
TABLE28 ANCHOR CAPACITY ADJUSTMENT FORMULA:
AneharCa ec 7861e iba A14CHORCAP.,.� " X Y Y
6.6atmm: 2.79Cawtete mm cow. Hon.cmu FeWCMU PT woad Mehl (OP,)X{ )=ANCHOR CAP.,,,
MULLIONCAP.,o,,, F g
51f8•Ekn 174•&3 EkO 5ftr Elco U4.33 Eko X10Steel Y12Steet Bt2Sleei (,) X 42:
AttohotCOp PaGems Awhof Type. 3716•Elco L18m w Ifo•Elco Ultmoan 3110'Efao Ullman Ifd'Elco Uttrhem
UWxM AWrOGela Uleaam Aova4ator Sum(G5)SCMW(05) Screw(GS) USE THIS FORMULA TO OBTAIN THE' R r d Q
Elle Dlsteme or r Zslr Ir 2-1t2 34 1- 2-Im 1' 2arr r 3.119• r o.46• 45d• 0.329• CAPACITY REQUIRED"CORRESPONDING TO AN D.t �a
Embadmem 0.1, 1-yz• 1.114• 1.374• SJ14' r 1-114• 7-u4• i4ta 1.114• 1:1)4• WW r tafa, *41w Wfts ACTUAL PRESSURE REQUIREMENT FOR THE A a O.•Pd'
OPENING,WHEN IT IS LOWER THAN THE MULLION TI
2Anghaa t3 a.7S MN.0.Q78tardaNaOru+Op(F10.tk 3800» 390ts 450:bs eW bs 1644iW 270be 2800s 394am 740 ft 314 bs 6641W 9401tw 341 ba 4421W 580 an
4 A."®1.14 w,0.0,1 etenund W ORaei)13ip(FIp,2k 480 b6 70D IDs WA WA NM WA 380 PA WA NtA WA NIA WA 662 t$ 8851W 1f2016a CAPACITY(FRAM THE TABLE)OF THE SELECTED
4A4ulora�3•MN.CLc.tR)2a5A.petXpsttFq.sk 79ow JH6ws Be6ms r56oba 1e96u+ 540 ft 56Droa WA Teo ma I1$lb, eeg" tea2bs 6ezms 6asIW 1t2o5a MULLION.iTW1LLYlELDAMINIMUMANCHOR
2 Amtwm 0,15•MN.QO.1 U{2p,NW.125 Num.(Fq.{k WA WA WA WA WA WA NIA WA WA WA WA WA NTA NIA 715bs CAPACITY WHICH MAY BE USED TO QUALIFY
tA(oha)F� Ptt79.5k 1951* las IN 225 bs 445tW 8221W 1351W 140 IM 177)W 37o lho 1B71W 7321W 47]IW 1701b! 1211W leo ba ADDITIONAL ANCTy TABL IONS FROM THE
2 Ancien 0 I.1Y MN.O.Cl F4D1P(FIO•ek 2401W 350 Its WA WA NIA WA' 10050 NfA NtA WA WA WA 34t ba 412 ms 660ibs ANCHOR CAPACITY TABLE,
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
r•RCOUCT REVISED
FIGURE 1: � FIGURE 2 TABLE NOTES: as Compiy'u4f++��wilh>baFkxitM
II 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Bu8dW8Coda
� ACaeptanaeS4o� 'D "
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -'^I 1.000" Expimli0n Dola )
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. By
lamiyhaduet
FIGURE 3: I I I+
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 2t-23.
• . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2'0 �1'` (LYNI./
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. EN
:�+r14 ."'•"'-�tJr! �i
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-F)LLEO �3-75" "
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE Tr
REATED T 7 t No.58705
FIGURE4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SGOF0.S5,ALUMINUM SHALL BE6063-TS AND BEAMINIMUM OF.125' yX2"X.375•MULLWN -
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL 70 BE '-U
LEAST.125'7HtOK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ',,// i! t
+� THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. '.0 S7'.TE F
%t}SYONA1fG
A.LYNN M)tlek,P.E.
FL P.E.#58705
TABLE 3Aa 'gO
A
Mullion Capacity Table ah?
Opening WWRI parveNcsllysparri g nuillon9)or Opening Height(for hod nl9Ay-apaMrg mdQons) C
501n 80 in 701n 80 in 001n 100 N 120 in 1401n 160 In O
1 X 2.75% Racim9W3s eg. RactmgWr TiapTAan9. ReNelgata VWTdeg, Rea1a[gWar Tmptmeng Ricta�pukr TraPtiaasg Rectanp4m TrapRdaig. Reatmpdor '0ep(9lalg. RaotwW., TmpAaag. R.0mC T& 7roplfllmg, a
Lnwng I.oedn0 Loading Lwda9 Loading Loadin9 Loading Loading Loading towing Loading Lo3dN9 Loe3g Loading Lwdng Loedin9 1."m Loadi110 �a:
Tube
376AWm
MULL- y �$ Ifill, 1111111
I If ' � 421 11 1 1 11 i 1 1 1 11 1 11 H i 1 z
4�
42 k4 170.0 020 IT0.4 435 t70.0 744 170o RB 170.0 668 170.0 60e 570.0 892 170.0 649 170.0 1118 170.0 621 170.0 1240 170.0 621 149.71301 170.0 621 127.5 1001 170.0 521 111.6 1301 170..0 521 W
48 kt 170.0 708 570.0 524 170.0 850 170.0 am 170.0 892 170.0 630 176.0 1133 170.0 eat Rita 1139 170.0 8T7 136,6 1139 170.0 880 ti3.9 1139 t70.0 Geo 87.11 1139 170.6 680 86-4 1130 170.0 680
00.825 In 170.0 747 i70.0 Dais 170.0 age 170.0 eat 167.0 1032 imo 684 148,8 1032 170,0 723 130.5 1032 IT" 747 117.4 1032 170.0 758 9'7.9 1032 170.0 166 63.9 1032 170.0 758 73A 1032 170.0 750 O o O
UJI
54 In 170.0 707 170.0 812 161.3 SIT 170.0 691 1362 WT 164.7 730 120.9 907 1626 720 107.5 907 140.0 714 98.8 907 141.1 758 BOB 907 140.0 709 69.1 907 140A 789 60.5 907 140A 708. CO l"
601n 141.1 735 161.5 625 117A 735 130.3 611 100.8 735 118.0 509 88.2 736 106.2 690 78.4 735 89.5 683 70.5 735 96.1 578 $&8 735 81.8 574 60.4 735 IuA 574 "A 735 91A 674 1--
63
-. �
{, 63In 121.9 686 130.4 570 101.5 666 111.5 Eel BT.0 866 981 547 76.2 666 90.1 630 61.7 866 0.1.9 531 60.9 506 78,6 026 50.8 680 76.5 621 43.6 688 745 621 30.1 660 75,6 621 j V
Fp 651n 100.0 807 1124 522 58.3 60T 66.1 611 75.7 607 85.0 601 66.2 WT 77.1 493 88.9 807 71.5 430 51,0 607 67.0 401 44.2 807 63A 476 37.9 607 82.7 474 311 887 62.7 474 a
T2ln 61.6 510 63.8 N3 640 510 730 434 66.3 10 84.3 420 51.0 610 67.9 419 45.4 510 53.3 413 40.6 610 50.0 448 34A 810 45.9 402 292 510 44A 398 25.6 510 44.3 399 � Cn sp�
W
781n 69.4 458 72.5 400 57.6 458 aij 392 49.9 469 64.1 3B5 43A 458 45.8 '378 346 466 M.6 373 34.7 459 41.6 We 249 466 37.7 362 24.5 456 3&0 369 21.7 456 347 358 J ? �m
7e .f8 In 04.2 435 67A 381 53.5 435 baa 373 45.9 435 48.8 368 40.1 435 44.7 360 33.7 435 40.9 35S 321 435 38.1 351 26.8 435 34.4 344 22.9 433 328 341 20.1 435 322 940
901n MA 327 43.1 296 34.6 327 3&4 285 2.9 327 31.8 280 20.1 327 284 273 23.2 327 247 271 20.9 3x7 23.7 268 17.4 327 21.0 262 14.9 327 19.5 266 Z � Q N �r
Q r Z � v
061n 34.4 287 36.4 257 2&7 257 29.9 262 24.0 207 26.0 246 21A 287 23.1 244 19.1 287 20.9 240 17.2 287 19,6 237 14A x87 16.9 232 ch' 'O 105 In x43 2ZT 24.7 205 20.2' 227 20.6 201 11.3 227 mo tse tat 1&0 695 0 o'
iii 01 227 213 22.7 104 18.8 215 44.1 191 411.0 216 Se.B t0a
1V
120 in 17-6 te4 O
TABLE 3B ANCHOR CAPACIiY ADJUSTMENT FORMULAt p¢s s Z orf} N
Anchor Ca RIF Table 143
/ANCHOR CAP.,,",,.,,,. S m O ms;Q
8v0atepte: 2.7kCawtete 3.6k Com NolowtblU Filed CMU PTYtbod Metal {Om}X\ }=ANCHOR GAP.,,, �� Lr .
5'1r Eko IR•38 Efn 5116'Elao 114'139910o 810 SM 1128W 012 Wed MULLION CAP.,,o,,,,,, , 6� -7
Anchor CUP Patterns Anew Typo' 3itGEkotBaaoon 4N'Ekoll0aoon 3118 Eimtk9aeon 114 Eka»eaean
Uikeean A11gn:GNa Bnraean Apyatiatar 34tex(a5)samw{83} 8uaw{GS) USE THIS FORMULA TOOBTAW
edge mew" 1• 2-trr 1. 24W 3.1x6' 1• 2-Im 1• 2-IT 2' 3•ue• r 0.49' 0.54• 8.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment kl 1.314 1-141 i-3W 1614" r 1-1141 t-414" t-v4• 1.114' 1.1tr 1.1141 2' tate• tsw uniea ACTUAL PRESSURE REQUIREMENT FOR THE
2 AaoM434.76 Min.O.C.s8leWsd or 41661Cgp{FV.iX gs NU3 45006 890IM 1044M 270 Ibe No lbs 3541bs 745 bs 374Its 00406 048Ib 341 In 442103 56083 OPENING,WHEN IT IS LOWER THAN THE MULLION
4AnChouGL15-Min.0.111sandad{aasae0c14Eg.2k 460 de 700103 WA wA WA wA 360103 WA RIA WA tuA R+A 602 On 885u3 1124166 CAPACITY(FROMTHETABLE}OF THE SELECTED
4Amha3 40 r Nn.0.0.1(2)2.5 Angle Ops T",3k 760 tb3 780 RA 600 3s 1560 Os 1090 W 540 be 560Iba WA 760 N3 748 Its aeo[be 18921be o02®s 8851bs 1120 ba MULLION.IT WILL YIELD A MINIMUM ANCHOR
PEE-
t41n.QC,lULIIP,bta.125•Akm.tFla 4T WA N/A WA WA WA WA WA WA WA NIR RVA WA WA ROA 715 bs CAPACITY WHICH MAY BE USED TO QUALIFY
1 A b"i FLOP Tip.57 196 ee 193 Ib. 225M 4a51ho 972 Wa 135 iw 140 Ra fn m3 374 roe 1e71m 33z 163 4r3 m3 170 mn 221 Iia 2aa 4w ADDITION ANCHOR OPTIONS FROM THE
2AnRix+m�1.15'M'n.O.G7 PLIC iFg.6y: 2466x 35096 MA WA WA WA 19086 WA WA MA WA NfA 341 ea M21as 580 g1s ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C>CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED
as ramplying wigs Wo FtbrhA
Building Coda
ceaplmee p2.18•EYf
ANo J51
FIGURE is FIGURE 2: 7ABLENOTES: --I 1.000" I--• BxpimNmData .9v�l
• • s 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. _ tly e rbaa
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL.LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \�0, �( LYNN
-._ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2,750' �� '��:•'•4tGENS�"!(���%
FHOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �•
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `z Na.CBT05 '�c.
ANGLE CLIP MUST BE USED IN PAIRS,
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT{CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE TREATED 375" - 0'•'"" Q �,6
tttFiiil---G---U7TT�ttRE 4: FIGURE 0; FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55•ALUMINUM SHALL BE 606375 AND BEA MINIMUM OF A25• `+D ' I-
THICK.STEEL STUDS 70 BE ALAN CH GRADE 33 AND.SHA THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ;CJ,r'•. S t F
• LEAST.125'THICKANDA36.ALLANCHORSINTO METAL SNALLEXTENDATLEAST3SCREW THREADSBEYOND 1•X2.76`X.375'MULLION
• ! THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,L L S.S.OR 410 S.S. ,` #S�C``\
A 4
FL 8705
j TABLE 4A
Mullion Co ac Table IbaIR Rik
opening Wtdth(for vOttica*3pamtr!mtficm)atOpenlnpHeight(fortoduds*spervirgmWfom)
501n 60 In 70 in win "in 100h t2ota 1401n too
1 X 2,78 X Rateng4ar TrayMmq. R4aten9a4a7 Traprtlienp. Rootanytar T)epR6mg. Realenp;4ar TrePT0an9• RalasPilar 7rnpRdanp. R6clenpMu 7tepTdenD. Redwitoaa 1407110 p. Reelanpular Tre{PMwp. Rxtenylu R6M8anB• o
.BSO Alum, +�Loa&rp "p 3�,Leadnp LOednp tA8�6p Loadre Loadrdl aL�An4 L-6v Loedn9 Loaft L-Av Las*v Loadlq tm*m 1aMn9 LOS&V Loadnp 2
b '6 s.. Si "� a Z 'rigg.+ 't7 J' b •E$.,, ag ag gee, 1�$ 'aq 4,
Mu180n $G Zig tS N
Is co
421 oil z 0
42h 170.0 020 570.0 435 117MO 744 1170,0 478 170.0 86! 170.0 508 170,4 982 170.0 316 170,0 1116 1740 521 170.0 1240 770.0 $21 170.0 1486 1740 521 156.7 1620 170.0 321 }36,8 1820 570,0 525
48h tT0,0 TOB 170.0 624 170,0 050 170.4 684 779.0 902 170.0 830 570.0 1t33 570.0 SBt 570.4 1275 170,0 077 7740 1N7 1740 680 141.7 1{1T 170.0 680 121.5 1417 170.0 060 106,3 1417 170.0 880 g
60-625 In 170-01 747 170.0 503 170.0 696 1170.0 031 iron 1048 170.0 884 170.0 1185 170.0 723 182.61 1289 570.0 747 N6.3 t288 f70.a 750 1 12LO 1266 170.0 750 SOLS 1288 1740 756 07.4 1 1288 170.0 766 p O
5410 170.0 797 ILI
170.0 812 170.014SAM
70.0 891 1740 7118 170.0 754 150.7 1130 170.0 803 133D 1130 t70.O 837 120.8 1130 170.0 855 100.5 1130 170,0 881 84t 1f30 170.D 881 75.3 1130 170.0 set 00 M h
60 in 170.0 005 t70.0 TO 40,3823 MI 125,5 015 144.3 746 100.9 915 132.3 733 97A 075 123.9 7211 87.9 DIS 718.6 720 732 915 114,4 716 82.0 915 114,4 7t5 54.9 916 114.4 715 J
{
83 In 151,8 630 SOLD 710 1245389 694 10&5 830 1232 651 94.0 830 f122 870 64,4 630 104.6 882 75.9 830 90.4 050 63.3 030 94.5 640 642 630 94.1 049 47.4 830 04.1 649 [y �
b 8091 1321 757 140.0 650 119.419.8 830 0:4.1 707 105.9 824 W6 757 98.1 014 73.4 757 80.1 ON 68.0 TSI 64.2 600 55.0 167 79.0 603 472 767 782 691 41.3 757 782 WI
�&
72 in 101,7 638 100.8 652 84.8 ia S40 72 896 84f $30 03.0 838 722 521 60.5 OW 08.6 514 50.9 835 823 506 42.4 038 512 500 36.3 roe S53 497 3fA 038 65,2 497
701n 68.5 371 00.4 490 T2i 8A 485 81, 671 87.4 474 bi,f 671 BOAAz
471 46.0 $71 65S 464 433 57t 51.0 459 30.0 671 41.4 451 30.9 671 M.8 447 27,0 571 44,5 MO d O ,.
731a 80.0 642 63.4 474 68,7 04 465 87.1 542 02,1 450 50A 542 55.7 449 44.4 642 S1.0 N2 400 $42 47.5 437 333 542 421 420 268 $42 40.6 425 250 542 40,1 423 h �pp d o
IV in S2i 407 61,7 385 43.4 SA 333 37.2 407 30.0 342 32,5 401 33.3 343 28.9 407 WA 330 20.0 407 268 311 21,7 407 Mt 327 18A 407 24,1, 371 IS3 407 23.0 310 Q tO Z Nbtn 420 338 44.7 320 35.6 7.2 314 30,7 356 32.4 309 266 356 28,0 394 230 356 28,7 300 21.5 356 24.0 208 17.9 358 21A 289 13.3 356 192 264 NXf08h 30.1255 251 5.9 251 21b 263 225 247 18,3 263 t9.0 244 18.7 283 18.0 249 151 2!p 146 237 lnIII In 27.8 207 243 242 237 3.9 238 104 287 20.8 235 17.3 207 163 235 SS.{ 287 765 226 � N V2t201n 22.0 228 ?2.3 209 18.3 8.8 203 15.7 52 2
229 18.2 202 Q r Q 'O O
TABLE 4B Z
ANCHOR CAPACITY ADJUSTMENT FORMULA: IA
AnahorCp acl Table b6 ANCHOR CAP. , , - €�
9uwuatb: tax C=Wo 3.50 conn. Ho{owc6fu F0ad Q4B PT Wood MeW iD„,)X It )=ANCHOR CAP.K, $
51t6'Ebo 1/1'55 Eko irt8'Etaa 114.93 EkaKWA
li251eet at25fed MULLION CAP.,,,,,,,,,
Anchor CUP PaR9me 'V1° �'�' 3'Sr EbOtXO[kon 174•EkalAbmm UlOxan S�t6•Eke UNaaon tU•Flco U68xa AWeG31W tHUaeat A90te9ator Snfoff) scnm(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edea Obkrca Mk 1• 2.11r 1^ 2.1rr 3-Vr I. atm 1• atm r 3-Ur r 0,er 0.32e CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment Mt. 5.314• i•vr W74' 1.3/4• r i-174' GiJ4' 7.1/4' 1.1x4' /-tr4• 1-sr4• r 1.3x6^ uvin ACTUAL PRESSURE REQUIREMENT FOR THE
2Amnae®4.73•M6,QC.tsmawfar OBad pip Pq.f); 39066 39466 IWe 890 On 1644W 270M 200 axi 3440x9 140W 374151 884 Wa 94863 442 Ib. 58066 OPENING,WHEN 4T IS LOWER THAN THE MULLION
4 Alrotrom®1.157 Mh O,O f Stmdmd WOW)COP 079.27 46064 700 W wA WA WA WA 3w Ift WA WA WA WA WA t 1120 W CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anct':" MIA O.C.101245Ai>dte clpa 10:10.31 70668 780W 660&8 15W1. 16909n Wb 564 ft WA 700lbs 748156 6601b4 1692146 If20W MULLION.IT WiLL YIELD A MINIMUM ANCHOR
ZArchon�0,45'Mh.O.G Itf43�,1nta.725'A31m.(Ftp.47 WA WA WA WA WA NIA WA WA WA WA WA WA 7I6 um CAPACITY WHICH MAY BE USED TO QUALIFY
225W 44SOn 82Yc135 fUa 14068 17TW3701b3 18TIDa 3321b8 473W 221 Ibs 28668 ADDITIONAL ANCHOR OPTIONS FROM THE
MB1.O.CJF4,'llplFi2,8k 240cm 350W WA WA WA WA i90rbe WA WA WA WA WA 442(ba 560 S1a ANCHOR CAPACITY TABLE.
NOTE:FOR TN£OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. m con+piyin)1 with fhb Flom•
Building Code 4-b+1ab-03
FIGURE I: FIGURE2: TABLE NOTES: AO1.000' etptanaa-m
-
FIGURE
i • . r- Expitation
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, Mlam' d6p�
1111'1"�Ir�1
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.1 SW ��;' '\CENSg `•_"�
i • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Na 1fll05
✓�---
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED ¢
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATER
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-TS AND BEA MINIMUM OF.125' :�U••, 5"AT•OFA:
FHtCK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT
LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i•X 2.75'X.650 MULLION
• r THE MATERIAL.#10&912 ANCHORS INTO WOOD MAY BE STEEL,1g-8 S.S.OR 410 S,S,
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE SA
Muftn Ca a5 Table 1111: z5
Oponina Width(forvarflea*sparti minons)orOpsaing" ht(tr ntafy,-sps mdrols)
5010 80W TOW 50 in go In too In 1201. 14Din
R-WWm VAttv. RdwwAw TmpTft4 Root Rodwwm wg� -R6�tvoft -VWrANV. Rod#WJW Tmpf� R"knog" TMMNV RxIwofia 7roptr4arva. P-ftw,r Wapridang
mow TMWWTd
1"x3.1126"x L-ft Loading Loadng Loading Luang L-aft Loading Loadno LOU" Lmdry Ladna loadingWang Loadno Loaft to"no Lwdao st rj
.600"Alum
Tube MUH
42 to 17" an 118.0 435 1704 144 00.0 476 170,0 BOB 170.0 so Ino M 170,0 510 1-10.011116 170.0 521 770.0-11-240 -170.0 521 170.0 1468 170.0 521 1170.0 1735 Oki) 521 154.41 IM 170.0 121 w
45 In 170.0 M 170.0 524 170.0 850 170.9 584 170.0 992 IMO 630 170.0 1133 170.0 081 170.01 1275 17" 077 170.0 1411 170.0 080 157.7 1577 170-0 680 11351 1577 170-0 000 71e-2 1577 17" No X w
- - J21,5 1405 170.0 750 100,0 1496 170.01 750
50M3 In 1170.01-147 ST0.0 %3 170�0 1=1170.0 031 170�O 100 17M&U 66844 170.0 1 IN 170.0 7M 17&0 1 SUB fMO '147 VAD iM I?" ?W 141.? 1495 170.0 M w
- C3
76%4 170,,0 WS 170.0 M 160.1 401 t7" $37 149.5 1401 VD-0 --F7O.0- tWi 106.8 1401 170.0 681 a4 1401 170.0 Sol
64h 1 17MO I TOT 110.0 612 (70.01 OW 1 170A 491 1704 1116 1104 758-�Z-45 T401
-T-7ii-
00 In J70.01 06 170.0 701 170.01 1003 1 ITOA 70VT ISM&S 1150 170.0 078 13&7, 1150 1167.0 920 123.3 1`156 160.6 Oil 111.0 11156 140.7 10 .5 1156 T4TS M 70.3 1158 04-5 90 $$A 11154 1".5 003
60 liall 1049 141.7 846 100.5 1040 am w 1049 i2rls an - Big
43 In 170.0 J OW 170.0 745 501A 1049 170.0 f1so 0710 1049 Iss's 194 820 a8.6 1049 IWO $19 69.9 $049 iiss
1 1 lue z
60 In 16ag 1 05 1170.0 780 S30.0 055 15t.3 W lift 1 055 1133.7 Me 1042 953 121A 775 OZO M 112.0 786 03.4 1 955 10&4 757 Kfi 1 956 1 99-8 740 59-6 D55 K7 748 52.1 WS 93.7 740 0.
842 71.1--r--i 832 4&0 00 09.8 828 4%1 OW 093 021
72 In 128.51 803 1134,9 691 ICY.0 M 114.9 882 91.6 603 101.1 670 BOA 803 91.2 650 71A OW 83.9 649 04.2 WS ne
76 In 1092 1 M i IT4,11 OU 01.0 72t 97.0 Sia 78.0 721 85.1 605 68.3 rd les us w 721 7al 5W 54.6 72t BSA 679 45,6 721 59-4 560 10.0 711 601 SM 34.1 721 5&1 W3 < -i
30.1 604 51.3 638 31.8 M 5D.0 534
?e im 101.01 094 1 10&4 rAS NJ 684 04 587 721 584 701 570 al 6541 70.4 $67 W 644 04.4 Me $0.5 044 S&O 551 -4-2-1 -6347 L�� 541 - N -<
"23 11 Iq z -C4
In
In
In
-in
12 in
in ILO
In -2
427 310 $14 37.3 421 27A 514 33.0 --0-2 23.5 IT-iW.4 4 as 614
67.0 450 FAB 514 57.3 448 f4l.0 514 50,0 440 41.1 514 44.0 433 33.6 514 40.5 CD
In a " - _ _- - I I- -I x
4$2 3" 373. 4 02 20A 306 19A 452 24.2 3N 10.0 1 452 W 355
55.7 404 r42 1 452 1 41.0 396 35.1 452 40.0 M 319 42 36A 3M 30.11 462 3Z9 378 27A to
11n 14. - _E. - - I
3L7 357 32.7 317 27.2 W W W2 308 1.1 357 227 303 0.0. 357 20.8 1 289.15.0 -3-57-F18.0 287 11.0 1 357 5-0 283 UJ 04
tObh 3&1 357 389 322 s 203 '1�
2%6 1 357 2&2 _11
29.2 40.1 .0 = 25.1 206 21.0 1 W 23.1 M 105 330 20.S 288 0.5 333 19.0 284 16d 330,,I In 16.5 274 42.6 3=U 1 14.8 273 11.0 MO 13.8 269
X 240 8.7 289 1 OL4 23-2
020 In 27.7 20 28,2 at m n.7 m 19.8 as 2" 16.1 %3 249 13.0 259 14.0 240 il [280 118 240 k9 289 0 o
TABLE 5B PTwom ANCHOR CAPACITY ADJUSTMENT FORMULA: 2. 9 11
pnehorCf Table jibs) ANCHOR��_ 1 1,
_W__ =ANCHORCAP._
233 OvelAt "MR cmu Fllked= mdal (Op.)X MULLION
flea roosted m2stem 672 stat
And"W 311(r Vico UI=M WrElcou 6n 6116'8961 2/16r EICO Wntm 114-ExoUtraton lAr'83 St &IV Eico v4`33 Sca scre,
AncharClIpPottems AffWdo( U&Ucn A99MG90r Stmwj%)Stiem(W) M USE THIS FORMULA TO OBTAIN THE'ANCHOR
3 CAPACITY REQUIRED'CORRESPONDING TO AN
--Too-ast-me Ili p 2-itr I I- 2-lir o-iff I r 2-11Z 1* 1 2-Vr r 0AW 0,5v Omc
Efflbeanffil 0.) - 1.y1r �WV I *"'r -I.Ve 1-114- _.Lihr r 1-ul va"s ACTUAL PRESSURE REQUIREMENT FOR THE
C,I SWWRI or 011SIA CtpOng.17 300" -Tr r 260 Za �413 7401W 3741»} --d-R.5 34PENING,WHEN IT is LOWER THAN THE MULLION
awts 450 BOOMS w. a- I?A 442 BeMe 560 to
4 Amhom 0 1AV MIA NIA WA MIA A 38D ms WA WA NIA WA WA 6112IN OSSMS lim to CAPACITY(FROM THE TABLE)OF THE SELECTED
4 AfxIm 0 3r mh O.C.1(2)2X5 ArVe Clos I M 3) 7w ws Imam 90" 15mus IE sm ms WA 7801ts 740 lbs -00098--f8-9 2gm 682D3 Gas ft il2oft MULLION.IT WILL YIELD A MINIMUM ANCHOR
a
MP - CAPACITY WHICH MAY BE USED TO QUALIFY
41 utx WA NIA WA NIA :-A WA WA WA NIA WA WA MIA N
-3AMh.(40.15•Min.O.C.I U-0p.Wo A20 Alum M,4 --1
__ : 140 Re 177 A)S SOIbs _197 Hn = L ADDITIONAL ANCHOR OPTIONS FROM THE
Amhw1FZ#p 5) 196 RA y95fro 225 bs oasts anft 135ts ANCHOR CAPACITYTABLE
2 ArKhMS 01.10'NIM OW F-COP 1. NIA I IVA MIA IODta NIA w PRODUCT REVMD
NOTE-FOR THE OFFSET CLIP•USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as coplying.11h Ow Flb"
I code
coNo
FIGURE 1: FIGURE Ac TABLE NOTES: irat
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. BY
cep an
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ME Do&Pmducl
11111111111/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE 3.1 414
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-2&
tF'Y Jai
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, SB705
F FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. .50.01
ANGLE CLIP MUST BE USED IN PAIRS. D
4)SUBSTRATES:CONCRETE SMALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
Lu�z
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED 7
FIGURE 4: FIGURE 5: FIGURE B. YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL Be 6063-T5 AND BE A MINIMUM OF.12y
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045,THICK(18 GAUGE),STRUCTURAL STEELTO BEAT
(I-VF MULLION) P
.. LO(t%
LEAST.12V THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW THREADS BEYOND ......
THE MATERIAL.#io 6#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.&OR 410 S.S.
A P.P.E.
FL P.E.#68705
TABLE 6A
Mu18anCapac Table(lba#12
Openinq Ndlh(for vardes"Perring MAOM)orOp6ntag H919111(fcr)waza6ayt-1p8lrlrg mdlond) � Huu <
SRM 601. TO In bofn 00 In tooN f20N 14070 ISO In 40
Reclangubr TraplTdarq• ticNonow Trapifdw* RactanP6« Traplidong. Ractengrtar Traptfdan9. Raotaiwar TwTuv. ReoNVAM ltapTftmo Recmnogar TraptbYena. PeNbna417 Up710ang. Rocivoulr Tre9lhlana. n
1 x4x.125 Loa6v I Loadea Loadep tearing Loadrg Loadn9 LeafnO L«tdng Loa" loeft toedna Le'aft Lowang La no Coadno leading Lcad-a ta4dn9
Alum,Tobeio
len f1 pp �f $ a Q p$$ y1 ■^ 8 p^ p~ cT 3 ^g ^p p^ p� J~ ^
N
Mu
a 0
0
421m 170.6 620 170.0 435 1170.0 744 1170,0 476 170.o 666 Ino 606 1170.0 8B2 I 170.0 619 170.0 1116 170.0 521 INA 1240 170.01 521 170.0 1483 170.0 521 145.6 1480 170,0 521 127,6 1489 170.0 621 J w
401. 1 170.0 ?Be 170.0 624 170.0 BSO I INA 584 170.0 9B2 170.0 0]0 170.0 1133 1170.0 681 1760 1275 170.0 671 j32S
1303 170.0 Sea 130,3 1303 170.0 680 111.7 1303 170.0 860 97.7 13M 170.0 660 N
50.0261n 170.0 74T 170.0 683 170.0 696 1760 63f 170.0 1016 INA 604 170.0 11651170-0 723 456.1 1235 170.0 747 i23S 170,0 750 117-f 1235 170.0 768 100.4 1235 170.0 750 673 1235 170.0 150 �
541. INA 797 1704 0f2 170.0 956 170.0 691 INX 1116 170.0 754 161.4 1158 170.0 aO3 1372 1156 170.0 837 1158 170.0 OSB 102.9 1158 170.0 861 683 1155 170.0 861 77.2 tiSB 170.0 601 03 10' }'
So In 170.0 666 170.0 701 166.7 1042 170.0 707 1429 1042 161.1 632 125.1 1012 148.7 815 111.2 1042 13&3 601 1042 1303 7af 63.4 IQQ 125.1 762 71.5 1042 125.1 770 62.5 1042 126.1 702 �
83 N 170.0OW 170.0 746 761.2 992 163.6 616 129.8 692 144.4 799 1114 N2 131.0 762 100.6 892 121.4 783992 114.6 755 754 492 1064 745 64.0 632 100.0 770 50.7 092 108.0 744 �
SON iBSA 947 779.0 789 4373 D47 146.0 790 1161 047 130.] 783 103,4 847 117.7 752 91.P 047 108.7 733707 7022 727 68.8 947 95.1 713 69.1 817 94.0 7}t 31.7 947 994 711 "'
72h 136.0 318 142.7 737 113.2 649 121.8 722 07.0 549 Y00.8 706 644 348 904 680 76.5 649 $8.7 638849 b27 678 $B.6 949 78.3 659 40,6 699 726 S62 42b 649 70.4 851 147
78in 115.5 762 120.7 605 96.3 782 ISIS 862 625 762 00.0 640 722 762 80.9 529 84.2 762 742 620762 02 013 40.1 762 626 802 41.3 702 594 SIR 36.1 782 40A 565 �.f Z
2 N N 7069 724 111.4 631 S9.0 724 94.6 021 76.3 721 024 609 68.6 724' 74.4 699 50.4 724 60,1 691 724 63.4 583 4{.6 724 67.3 $73 383 724 $4.3 667 33.4 724 83.3 50
90 N 694 1717 71.3 183 86.0 543 60.7 474 49.7 693 62.8 483 433 543 47.1 456 360 543 428 452 60 39.5 446 MO 50 34.8 438 24.6 S43 321 430 21.7 60 30.1 126
O9 N 57.3 476 50A 427 47.8 476 49.7 40 40.9 476 433 412 35.6 478 365 400 314 478 34.6 400 478 32.0 395 23.9 473 2a.1 3% 204 476 25.8 360 179 478 243 376 1081. 40.3 377 41.1 341 346 777 34.6 335 26S 377 304 330 251 377 20.0 320 224 377 24.0 321377 22.0 317 10.8 377 18.0 DO 14,4 377 17.1 301117 In 371 357 37.8 323 30,8 357 31.6 316 28.5 351 274 313 23.2 3ST 244 300 26.0 357 22.0 303 367 20.1 301 t5A 357 77.4 284 xa,
12097 28.3 306 29.8 279 24.8 308 26.1 274 21.0 300 21.7 270 18.3 308 19.2 287 18,3 306 17.3 253 V X Q O 0
f41N 17.0 212 17.2 108
zIAO) us
TABLE 68 ANCHOR CAPACITY ADJUSTMENT FORMULA.'
Aneh,r Co i Table Obs) ANCHORCAP.,,a,,-
86bainte: 2.70 Com014 3.51 Cent. HoOowCMu Fda3CMu Mood Mete! (0P,)X( =ANCHOR CAP
,r
114'Oaaa stir Eke 1t1.38Eko 01081091 0126teai 0123ted MULL{ONCAP.,,BTA
AnehorClIpPattem6 A.sharTYpo x18 Ekotnaecan 144 EkoUtbaeon x10'EtcoUtreeon U4'EkoURreem
Utaecoa AgproOatar 1.6x0. ApW3Gnt« 8orew(Os)5anw(GS) ser9w(GS) USE THIS FORMULA TO OBTAIN THE°ANC R
Edge paunchtelt r 244 1' 2.172• 3.118• r 2-IW r 241r x 3-11V 2• 0.46• 0,51• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN
Em0ad6eM 0.k VN4' 1•x4' 1-34 1-314 r 1.114 1.1N' MW I-fa' 1-114' 1.1x4' 7 tela' 1318' vada, ACTUAL PRESSURE REQUIREMENT FOR THE
2Anohora04.76' .O.C.7SWAwd«Otbetl2pft162X 39069 390Wa 450 ma 590 ma 7 4011 270Rel 250 lbs 354 W3 NOW, 374Jim 684169 man 341 ft 442W, gra OPENING,WHEN ITI$LOWERTtttWTHEMUCLlON
4 AxAaa 92.26 Mh AOrStaMkrd{or06set)CBpOtp.3X 700 W, 704Wa 58063 74101.51 952 Wa WA Moths WA 6306- WA 8801b. WA 682 M3 aas The 112061 CAPACITY(FROM THE TABLE)OF THE SELECTED
8Anthem Q UY Min.0.0.1 SWWW(Of OlbetMle ft.4 980 Wo 1400 Ws WA WA WA WA MIts WA WA WA WA WA =Fs 11706s 22406s MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Ar91107a0TM[a0.Q1{'J)245Anlecapst0°I9.S): 76063 780 W4 BMWIa INS 18B9Ws 540 Wa 6607.59 WA 769 Wa 74$Ito 50 the ta92W3 682 Its ass 6e 1120Wa CAPACITY WHICH MAY BE USED TO QUALIFY
8 AM"0 3'MIM 0.01 R)205AMR.C3pa I¢Ip.eY 1170114 117006 1020 ita 234016s 2044 W, 610 Ms 840165 WA 114 be- 1122 tbl 13201. 2839 Wa 2022 a» 132763 160024 ADDITIONAL ANCHOR OPTIONS FROM THE
a Aah«900.45'Mol O.C.7UtY4e,MW.125'Atam.{Fla.7k WA WA WA WA WA WA WA WA WA NIA WA WA WA WA 1430 Its ANCMOR CAPACITY TABLE. PRODUCT REVISED
2 Attlee 02.25'Min.O.CJ FLOP .8k 350 IN 350709 2992. 7056e 47863 WA 290 its WA 315aa WA 440119 WA 311W 442Ws 580 Wa -wreplyin6with Osa Fllxidll
4 Arxlallo 391.1.5'MV,O.CJ FQip lFq.9 400109 700 Wa WA WA WA WA 360119 WA WA WA WA WA 8B2 6s OBS ifq 1120 6a Building Code
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -j 1.000" r+- Acaptmcd �(p-621$,O'�
Hxpimtiaf D,9e ADZ{
TABLE NOTES: By
FIGURE t: FIGURE 2. FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND$HEFT 25 FOR INFORMATION ON LOADING.SEE hiraml X11111�1
• • • • • • • a • a • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ,�O\1.,,....,,;1fff
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
• • • a • • • • • • 4.000°
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES _ No.80705 _
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW TTIA'
FIGURE 5: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. ;_O (g F '
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D7 SPECIFICATIONS.FOLLOW AND GROUT•FILt.EOT P <U
• • • • �. 1 CONCRETE BLOCK UNIT(CMU)SHALI.CONFORM TO ASTM C•90,WOOD SMALL BE PRESSURE-TREATED YELLOW .125" �',t Sf,'•.,�•LORiK7S;.',C's .
SOUTHERN PINE WITHANSGOF0.55.ALUMINUMSHALLBE6463-T5ANDBEAMINIMUMOF.125"TH)CK.STEEL S�"-"'--.�C ,�
STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126°THICK -T 'Jr,,�{�11r1 A1I,,-
ANGLE CLIP(FIGURES S56)MUST BE USED IN PAIRS. AND ASS.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 S t"X 4"X.125' A.LYNN MttLER,P.E.
#12 ANCHORS INTO WOOD MAY BE STEEL,1&B B.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE 7A jig •�
Mullion Capacity Table lbste 5
Opening width(for tiarocally-spaMngmtffions)or Opening N•l9ht(forholizodaw-spamVngmLLYons)
6o to so In 7081 solo in too In 1201. 140 to 16010 y� yry
1X41.376 P..Wodar 71apr". Redwolar Inp7ianp, Rccta.eu5a Ttap+Tdang. RecWgdm 71ep7TdNo. ReoSenodar TtoprTdang. Rad-wo, Trux-od"0. Reatenw1w T'*Tdano. 1lectwlodar TieplMatg. Rea-vear T'VI'Diang. pryo:33F
LmdVg Le"no Loafing to&* Lmav Ladno Lamm Lofts Laaft Load.g 'Lmdng L-11-9 Loednd L"ting L6.0na Loafing 1..0,100 Loadnp SZ` it
AUMTub9
A..Te
oilis 5 $� S 6 5 8� �• ���
sang a
4281 170.0 Me 170.0 435 470.9 744 170.0 476 170.0 1 an lima 506 170.0 992 170.0 619 170.01118 170.0 521 170.0 1240 110.0 521 MA 1 1468 170.0 Ml 170.0 1735 170.0 521 170.0 1937 170.0 521 W
4B N 170.0 708 170.0 624 170.0 654 170.0 884 110.0 992 170.0 830 470.0 1133 170.0 Wt V%O 1275 170.0 Ott 170,0 1417 110.0 680 1704 1700 170.0 680 i70.0 7903 17110 6SO 154.8 2024 170.0 680
50.025 In 170.0 747 170.0 563 470.0 608 170.0 031 STOO 10{8 170.0 664 170.0 1595 Was 723 170.0 1346 170.0 747 1700 1484 170.0 760 170.0 1793 170.0 750 180.0 4919 170.0 758 1381 lots 170.0 750 7$ 0
6481 170.0 707 1710 412 170.0 950 t7e.0 691 570.0 Me 1700 754 170.0 1276 170.0 403 170.0 1434 170.0 037 170.0 1694 170.0 558 158.8 1709 170.0 681 137.5 1709 170.0 051 120.0 1798 170.0 601 M
801. 170.0 966 170,0 Tot 170.0 1063 170.0 707 170.0 1240 170.0 870 110.0 1417 170.0 044 170.0 1594 570,0 006 165.5 leis 170.0 t033 129.8 1619 MO 1063 511.0 1619 170.0 4067 973 telt 170.01003 I• td J
031. 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 Me 1456 170.0 1015 166.7 1542 170.0 1078 14LO 1542 170.0 1122 117.5 1542 18%6 1156 100.1 1542 157.8 1167 08.1 1542 167.8 1167 a
6681 170.0 874 170.0 789 170.0 1108 170.0 003 170.0 1364 170.0 1002 160.6 1472 170.0 Me 142,8 1472 108,8 1148 123.5 1472 158.8 1130 107.1 1472 IRA Me 810 1472 549.0 1104 80.3 1472 148.0 1104 ,z
721n 170.0 1063 170.0 074 170.01275 770.0 1008 100.8 1320 168.2 1101 132.0 1320 14%9 5082 117.3 1320 137.8 5088 105.8 1320 124.6 5049 884 1320 1174 5024 78.4 1320 112.8 t413 68.0 1320 112.5 1012 ,mow LU
Min 170.0 1522 174.0 937 110.6 1184 159.4 1013 1283 1144 53%9 004 112.21194 125.7 978 08.7 1154 tt53 964 We -11841107.51 952 740 1184 VA 935 04A 1194 93.1 O27 08.1 1161 92.3 925 J rn z
7eln 188.1 1124 170.0 on 138.4 112{ 147.0 946 11118 1124 12&0 847 503$ 1124 115A 031 921 1124 105.0 910 810 •1124 90.6 906 891 1524 89.0 890 68.3 1124 84.3 681 67.9 5721 83.2 879
001. 508.1 444 X42338.41
.5 414 940 738 772 5" 62.1 721 b7A 044 73.3 712 80.1 644 OB,d 702 50.0 641 64.1 693 450 644 841 676 303 844 00.0 863 33.6 644 47.7 401 2 Z N e]
96 In 00.1 742 2 742 773 652 01.9 742 072 841 55.7 742 59A 031 40.6 742 64.1 622 44.5 712 18.0 614 37.1 742 43.8 600 31:6 742 306 600 27.8 742 37.5 564 � N �� O �
1081. 02.8 508 .1 608 53.8 021 M.7 588 46.8 500 30.1 568 41.4 605 34.6 666 37.3 495 31.3 066 34,2 192 26.5 668 28.6 464 223 666 20.6 472 19.5 586 24.7 468 i0 4M o 0
111 N 670 566 .0 865 49.5 495 41.2 855 42.0 487 3&0 655 38.0 480 32A 655 342 473 2&8 505 35.3 497 240 663 27.1 457 206 556 24.3 446 160 555 22.4412X720t00 475 3%0 426 3Z6 475 33.7 120 28.6 478 29.8 414 26.3 476 28.6 409 218 470 24.5 461 18.0 475 21.) 396 10.3 475 16.7 367 14.3 476 471 301 144 M 26.430 2.0 330 224 301 10.9 330 19.3 297 18.6 330 17,0 283 Dom•$r z m rn N
TABLE 7B ANC110RCAPACITY ADJUSTMENT FORMULA: ✓ �
Aneher Ca cl Table fibs) ANCHOR CAP.,•,,,.,,
Bu0atlala: 2.71 Comrote 3.54 Cdw. HOD"CMU Filed emu PT tYaod Metal (DP-)X{ ,=ANCHOR CAP._
Wier Eko 1/r S5 Elea 5118!Elea 1/1•SSEko 0108*d X/261881 9126" MULLK)N
AnchorCOppaitelna Anchor SIC EkoMee- 1/4•Ekoudncm tnbeoon 301WEkot88ecm IMSk.UU101 ArSSEo1 Mena. A9ere0nta 9CewIQ6y 3cmltOSS Scmw(05) USE THISFORMULA TOOBTAIN THE"ANCHOR
EO9e 5Raleneo 1117 r 2-I/2• 1• 2.1rr 3-118• r 2-Ur 1• 2.1rr r 3-ur r o.48• 0.324• CAPACITY REQUSRIS)'CORRESPONDING TO AN
Embadmmt(n7 1314" taro' iau' 1.3x4'• r 147rUM
1-114• WIP 1.1/4• 1414• r 7879• 1818• w.es ACTUAL PRESSURE REQUIREMENT FOR THE
2 Antos Q 4.75•Min,OA,I Standard m Met Cop ft1 Ma 390108 390 Poor 4501ba 890 RA 1644 RA 210 ma54 @s 740 lbs 3741bs lbs 9466>s 341 Iba 44288 NO r. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AnChwa0Z25'A6.-O.Q.7SIWKWd(a0eae/)CIP fto,4 7009. 700 ft 560 is HOW. 952 to WA WA 630 is WA 80 Ib. WA 682 I45 085 N4 1120 is CAPACITY(FROM THE TABLE)OF THE SELECTED
6Anchm 1J 1.fYMe1.0.0./elaMardfa054ep Cop lF1p.IT NO Itn 14008. WA WA. WA WA WA WA WA WA WA 13631bs 7770 ars 2210 is MULLION.IT WILL YIELDAMINIMUM ANCHOR
4Anehors0 r Don O,C.t(2)2.5An&COPS I(Fq.ST 780 Us 7800. Wt. $560 1b. less Mt SIMSwA 760 bs 748 bba Us lbe 1892Itn 6a22a bas tbn 11201. CAPACITY WHICH MAY BE USED TO QUALIFY
e AMhort G,r 498 O.C./t2)215 Ands QW I(Fb.Sk 5170 to 1170 lbs 507090 2340 to 2844 to 810 9aWA A`140 ft 1122 is 13201" 2838 is 10229,5 13V to 1680 to ADDITIONAL ANCHOR OPTIONS FROM THE
4AMI-O A5•Mbr.O-IU{t'P.in1o.12S'Ahm.{Flo.7t WA WA WA WA WA WE:
WAWAWA WA WA WA NIA 14509.0 ANCHOR CAPACITY TABLE2Ane ONI-6 2.2v 1".0.91 F421p Pa.OT 350 Mo is 29010 705 to 470 i6a WA WA 315 be WA 44ots WA Sit O>,s 4421D5 5600. FRO plying ith dous comptyina with 0tt1 FT4 Anea0M 01.SS•Mh,O.CJ F-WP Tb.Oi 4801be 700 DS WA WA WA WA WA WA WA WA WA 882 bs 6&916a 1120 is Building Code
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•j 1.062` �-- •"`�( 1.000• �"' Ace, ���
B Plrnl Data
TABLE NOTES: BY
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE S: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION M1e1n• Tmiuct
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 i 151 I t l
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ;�`,tZ+�.'tOENS '•.F'S' �;,
♦ • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000• 4.000' ,,��:'
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.5070
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
7:
FIGURE 5; FIGURE 8: FIGURE
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ;.'•i-1•'.i./�� 1 1Lr
• • 0.y • • GROUT-PILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C40.WOOD SHALL BE ` � s OY :'.'
• • • • 0._.-.._t
PRESSURE-TREATED3-TSANDBMIYELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL BE �1 :` + '• I"LURtOh
6003-TS AND BEA MINIMUM OF.125'7HSCK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045` 376' 375•
fit,.:......•' �.
THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126•THICK AND A36.ALL ANCHORS -T Al
ANGLE CLIP(FIGURES 6&8)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 S'X 4•X.375' ! 11X 4 X 3TY� .Li-NWIMiLLtA.P.E.
ANCHORS INTO WOOD MAY BE STEEL,58-8 S.S.OR 410 S.S. 'T••MULLION MULUON FL P.E.#58705
TABLE BAS
Muttron Capacity Table Ibaw a
Opening Width(torwl9eagy3paraMfl mallic7U)or Opening Helghl(7441hoftordaly-spanNrlg nalY4ro) lidis
501. 60 in 701n 50 to 901n 10012 120 in 14097 160tH
136"% Rxtanguior 7tapriwa,4 R.O.Wal Tta"are Reafenp4az TmpRdav- R-Jew r TIMPMAn9. Fxt4ar mg7tapmtarp. Roctaip4ar TWWTdmrg. ReennOelr Roplltlan0. Reoran a 1twTdang. Reelanp4er TtapRnMg- 0:
taaang Loading Loadau Loading Leedap Loam Loadng Loadng 1."fts Loafing L03*4 Loadag Lead" Loadng Loaftp Loading L0a4n9 Lodamp
3.168"%
.266"Alum ,.,, & S &^ .
Tub#Must $ 6 � R 11a a �' t 11 �, �, � �s CO
I- � z � FN
r481hn.
170.0 620 170.0r524
1743 7M 170.0 478 170.0 888 170.0 506 170.0 892 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1488 1700 621 170.0 1735 170.0 621 151.8 1768 1TO.p 521 t++
170.0 708 170,0 170.0 850 174.0 664 170.0 882 170.0 870 1703 1133 170.0 661 170.0 1278 170.0 677 170.0 1417 170.0 880 1548 1048 170.0 600 132.7 1846 110.0 680 118.1 1.6 170.0 880W 170.0 747 MA 174.0 806 1700 531 170.0 100 17110 em 17Qo ties t70.4 723 170.8 1348 170.0 747 107.0 1466 170.0 758 139.2 148a 170.0 750 1103 1488 170.0 758 104A 1480 170.0 756 LU 170.0 797 170.0 170A 858 170.0 WI 1170.0 1116 170.0 764 170.0 1276 170.0 803 183.1 1376 170.0 037 148.8 1378 170.0 856 122.3 1378 170.0 Wi 104.8 1376 170.0 eel 91.7 1370 170.0 881 � 0
170.0 085 170.0 170,0 1083 170.0 797 155.9 1158 170.0 878 139.0 Me 187.4 930 123,6 Ilse Isms 819 fit,2 1156 1530 912 527 1160 144.8 945 79.4 1153 1441 7105 69.6 1158 144.6 9011700 930 170.0 160.1 1051 170.0 650 On 1051 1551 852 1201 1051 1420 848 1007 Mt 132.3 837 96.1 1051 125.7 530 80.1 1051 1105 BXL 883 1051 119.1 021 60.0 1051 iIIIA 021 0.0. �181.1 837 170,0 139.3 967 161,8 805 MA 957 134.0 780 104.4 957 121.6 777 92.8 057 112,5 787 eta 957 108.6 .1% 69.8 957 1000 750 607 987 0a.9 746 62.2 951 0&0 148 Z
T9@ 721n 128.7 004 135.2 685 107.3 BM 116.2 804 01.9 001 1pL3 en 80.4 804 01.4 660 71,6 804 84.1 850 84.4 as 78.8 841 53.0 801 72.3 633 We 804 we 828 40.2 894 84.0 828 W
76 in 1434 722 114.4 00 013 722 9T2 816 78.2 722 531 We 88.4 7X1 76.7 5e 60.8 722 70.3 808 54.7 722 65.5 550 _45.0 722 693 670 $9.1 722 56.7 685 342 722 66.2 664 _j 7
3 ail r
S:c 7812 1013 683 105.8 BOp 84.4 865 59.8 680 [72.3 606 78.4 677 833 865 7p.a 668 5113 885 84.0 080 608 883 801 533 422 803 Si.3 543 382 585 61.4 637 31.6 880 80.7 838$01. 859 515 88.0 437 54.9 815 $7.5 440 515 50.1 441 41.2 515 44.7 434 308 M 441 428 33.0 513 37.4 4X1 27,6 515 33.1 413 23.5 515 30.5 407 Me 515 29.1 404 x z00
453 65.8 404 45.3 453 47.1 397 453 41.0 391 333 453 38.4 383 303 453 33,0 170 27.2 463 30.4 374 22.6 453 208 380 i8A 453 24.3 360 17.0 463 22.9 338 co10133838.0 373 31.8 359 323 348 358 28.4 313 23.0 358 262 306 21.2 SSD 227 301 18.1 356 28.6 300 159 358 10.0 193 W
th111 In 35.1 338 35.6 306 29.3 335 30.1 301 338 26.1 291 220 330 23.2 20 18.5 336 209 288 17.8 136 79.1 285 tY X
120m 27A 240 203 194 232 290 216 250 290 20.8 258 173 29P 182 283 153 290 18.4 249 tV 'Q p O
1M b 18,1 201 16,3 168 ~
TABLE 8B ANCHOR CAPACITYADJUSTMENTFORMULA: - a
AnchorCe act Table Lbs ANCHOR CAP.,,�,,,,� 88 oma'a�
Subsume. 27kcC fae a63Cow. Namwu F78e4CMU PTWrnd Metal (DP,)X ANCHOR CAP..,
6115 Elco V4-SS Eke 5116`Eleo VC5901:0 9108109 W281te1 a12Soeel MULLION CAP. "„
AnchorC6pPatterns 3at6•E1caultam V4'Ek0U6m m Utricon WITEhOUeracm IICEkoU6mcon �eGa. Uemcm AWm$dm Scma(06)SUM005) screr(c,N USE THIS FORMULATOOBTAIN THE'ANCHOR
Eaga pa16rce 0211 r z-1/z f• 24r 3.1/11' r 2.1rr r 2-1/r r War r OAA 0.5r o.32r CAPACITY REQUIRED'CORRESPONDING TO AN
Em0e6ncni n fate• lar iatd• tar r 11.1141 1-1141 1-114• 1.114• 7.114• 1.1141 x 1a8• fair Banes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Macron @ 479'Min C.C.I Standard a B�e1 Cup pa4 77 393 ks 39D 96 450 D3 860180 1644 ft 21082 200 ms 354 ma Nolte Mies 1100 946103 Set an 44206 6ED les OPENING,WHEN IT IS LOWERTHAN THE MULLION
4Antbw@ LVIN to C.0 IStaldata alme 8p(Rg.21 45086 7048:6 CIA WA WA WA 300 as N/A WA N/A WA WA 682ws Mu 112016 CAPACITY(FROM THE TABLE)OF THE SELECTED
4AMfM@ Sr Min.C.C.f 0112,5 ArgieCg7s1(Flq 3) 79D Ins 78006 We m3 158026 Imsios 640ms sm Its NIA 760116 74802 88796 1892gs 682103 08Mm3 limt4 MULLION.IT WILL YIELD A ML4IMUM ANCHOR
4Anetcn W4.4S M01.O.C.tU401pi Wo.l25•Ai9m(F194T WA WA WA WA N04 Nal WA NIA WA WA WA WA WA WA 1430 ms CAPACITY WHICH MAY BE USED TO QUALIFY
1AMror1F-0 67 193 a2 196 ms 225 ms 44396 672 k8 135ms i46rm mas 976105 787 fes a32ma 473 m6 170433 223 itA 26086 ADDITIONAL ANCHOR OPTIONS FROM THE
2AJkten 4e i.iS M100.0/FL9p g.6k 240 a2 350 m6 WA 5" NIA WA 1w its NIA WA WA WA WA 11102 442 Ra 560 ka ANCHOR CAPACITY TABLE. PRpnUGT RP. isso
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. a1 c9mplyuy frith 1601.106 t
0uildins Coda tmce G"'OZI$.o3
FIGURE f: FIGURE 2: !-•-1250"--{ Ex"ira�d,�mdM
lt
TABLE NOTES: N. Z't
• 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, Mieln
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS iSS ALLOWABLE. 0�\({.,NIV aCT44////
FIGURE 3 3188' \`�ti42 lGG4s �p
�! ANGiE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE t 4
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS =.�P:
• • • CLIP MUST
BE USED 65SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 2 , Nu.50705
• J/,}}
M PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS.HOLLOW AND - t 0, J
FIGURE 4• FIGURE 5: FIGURE 6: .GROUT•FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 7t .-,,r
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE :I)'•, S 9.7 k
f 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA %f.'•.�lOR7DH••'
.045 18 GAUGE STRUCTURAL STEEL TO BEAT LEAST.125`THICK AND A36.ALL
.THICK 1.25'X 3.188•X 265•MULLION �r Sr�•• .•.. 1�`
( ) (l-1 m VF MULLION} iS f
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL nN, 1
#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYtiNN8Al1!hL�t.P.E.
LOA*
FL P.E.#58705
i
TABLE 9A10
w 4p11a� R
Mu0lonCapacity Tabia blit° via) F
Oponinp WWth({orvaniealty-apanN7g mullold)0r0 aniop H4dpht{wr hodznnle9y9pa49diq md9ons) 5
a
60h ODIn 70N 80N so 100117 120N 14 1. 1 iWN 0
RectsmUlar 7n¢TtlmiO RaN4npWe7 4apirdeaC R4ttMpdet Sn1+iTIL1M. R4ttappr8el np'TAartq. Raatn0lhr Trsp?Ban9. ReafanpuYr V W04rg. R4etanp4m Trei0T8wg. Rada S r TIW-4 Rttlenpd4r TnprTBanp.
1.25X90 ,"M �d� Lpgd4y Le4dN0 Ltednp Lwdnp l."dw Lea&np Lwd q Lwdnp L-%g twd'aq twdnp Lt4eh0 taedbnp toedn0 Lwdnp I.wdnp a
Aturn.Tube
rd
Mullion C"I
11 T11011 111 31, 1 1) 1 1111111 1 .411 1 11214211 1 8 1- 111 111 z C0a
{2h 170.0 620 170.0 435 170.0 14; 170.0 470 1T0.0 666 17&0 5W 170.0 902 IIAD $19 170.0 2116 170.0 $21 1633 2110 170.0 521 121.7 1110 170.0 621 1094 IIl6 170.0 521 05,6 Ilia 170.0 521 Q
48 h 170.0 700 1704 524 170.0 6&D 170.0 554 late 870 170.0 636 N63 978 170A 60 530.4 978 I I1a0 077 217.3 978 i70.0 See V.$ 978 170,0 680 03.6 076 1170.0 660 713 We 1704 860 J LU
W.425 In INS 747 1 I10A 583 t7&0 088 170.0 631 1603 927 1170.0 684 131,9 027 105.5 706 117.2.W IMIJ 099 1015 927 150.3 696 57.9 927 I6&3 696 154 927 INA 695 65.9 W 154.3 095 Q'w
SIN 170.0 767 170.0 612 154.6 869 170.0 691 132A 609 1630 663 1119 860 1414 669 103.0 W 134.0 580 927 609 129.8 851 17.9 809 1266 652 669 SO 12&8 652 67,9 889 125.6 652 tl) C D
601. 1432 74a 1174 834 i19.4 716 132.3 620 1023 745 it7A 668 69.5 740 101.8 560 79.6 748 101.0 692 HA 7{8 984 581 P9.7 718 939 609 612 746 93,3 503 44,5 746 931 683 2�� U) c �
63 N 1231 On 132.0 579 1031 677 113.2 666 8&4 OTT 100.4 035 77.3 617 914 640 65.7 077 SS9 639 01.0 017 61.0 534 514 671 71.0 620 14.2 677 7&7 529 163 art 78,7 b20 r" 0
LU
80N IVA 817 114.1 630 80.7 817 97.6 619 784 817 66.3 We 87,3 611 T&3 SW $9.8 517 T26 494 03.6 617 68.7 409 448 817 ass 433 30,4 611 63.7 492 33.8 617 817 402 � IL �
c
72 In 62.9 618 $7.1 450 89.2 816 74,2 440 59.2 510 812 02 51,5 610 We 426 40.1 $18 54.2 410 41A 518 50.1 414 345 610 40.4 403 29.6 618 45.0 406 2&0 01p 410 40S $� ggp
78N 70.6 469 7Y7 408 5&7 485 02.0 390 60,3 483 549 390 44,4 405 49.4 301 39,2 485 45.3 316 312 465 42.P 174 224 485 3&3 387 252 465 30,5 304 22.4 •155 362 583 �Q
78 in 812 442 6&6 987 349 441 et3 178 46.0 141 a&9 712 40.8 141 45.4 385 36.2 441 414 JE0 12.8 Mf 38.7 358 2T.2 N1 349 319 233 111 33.1 $46 201 441 327 345 ,'+,�. r
00 In 42.4 332 43.3 285 35A 312 37.0 289 304 332 32.3 254 20A 332 2&8 290 23.0 337 2&1 278 219 332 24.1 272 17.1 332 21.3 295 15.2 3'32 104 262 13.9 312 107 260
00h 8SD 281 350 260 2&/ 281 30.3 256 2&o 20t 214 252 22.9 291 235 248
TVA 2m 21.3 244 17.5 281 50.6 241 14.8 291 17.1 236 124 291 15,6 232 CCC G
108N 244 230 25.1 208 2a6 270 21.1 205 17.b 270 215 701 164 230 109 100 X"Z r
N j goo
111 N 224 216 231 197 16B 216 /9A tai 18.2 218 t&4 191 14.1 218 /IA 188 ix X
120N 17.9 187 1&2 170 I48 587 15.4Ser LU X Y Y
,VK r Q O Q
TABLE 95 ANCHOR CAPACITY ADJUSTMENT FORMULA: $ €1Y
AnchOrCe ac 'Table Iba e- -3
Substrate: 27kcment6 3.51Lsmt. lkacwcMu Fatldchw PT W.6 AkW (Ot?E,jX{�CHORCAP.,,,,,,,.,,�_ANCHOR CAP,
5110•Etc* 114•SS Fk6 Sue'Eko 174'SS Eko 620 Steel 412 St861 672 SIee1 MULLION CAP„p,,,,,,
Anchor Clip Patten J4edlft
% 3118'Etw USrecm 1/41 Elio L96an0n LarBean ffite-Eko t9vetOn t14'Eko unncan AMeGaW U1945oa ApRe04kr S-1105)Setew(05) S."(435) USE THIS FORMULA TO OBTAIN THE'ANCHOR
12096 Dist-me 1• 2-fa 1• 2-fa 3-Iv r 2-ur 1• ata r 3.1157 r 0.40• 9.54• a" CAPACITY REQU)RED•CORRESPOND)NG TO AN
Emion 1-Y4• 1-3v 1.374' 1.31r r 1-ur 1.114' 1-ur 1.174' 1-174• 1.114' r I'va' i-w vows ACTUAL PRESSURE REQUIREMENT FORTHE
2AMhae@4.75•MN.O.D.I SIaM4N p Oaee dIt 3900.4 390 I 4500x 09013 1814Ws 270 Ms 200 IM 35413 740 U. 37413 664ma 048 m8 341 ma 442100 690 Ba OPENING,WHEN IT IS LOWER THAN THE MULLION
4Authors 01.16•MN.O,0.IStaMard(Or05tet)CY 450 I3 7009W WA WA WA WA 300ma WA WA WA WA WA 68213 895165 112016. CAPACITY(FROM THE TABLE),OF THE SELECTED
4 A+k05re @ 3•LOn.0.21 p)125 Amin dips3T 780)00 780 Be 890 M 1500 mb tM m9 540 me 500 m9 WA 70016e 748tee Bac88 i®2 me 602 pa 65523 li2013 MULLION.IT WILL YIELD A MINIMUM ANCHOR
k WA WA WA WA NIA WA WA WA WA WA wA WA WA WA �- 950 roe CAPACITY WHICH MAY BE USED TO QUALIFY
2 AM W l F4a57 195 84 195 910 225 me 445 m4 622160 13580 14013 177 r3 3701M 18713 332 9>< ms5s Slams 22113 29a 80 ADDITIONAL ANCHOR OPTIONS FROM THE
2Anshem 0 Lis'Aft 0,W FQ81. 2x13 350 AM WA WA WA WA 19(l lee WA WA WA WA I ANCHOR CAPACITY TABLE FRODUCTRF,VISED
at complying with 03p Florida
nuild'uig Code 1F;i�021B.0 j
t25 Acttp16nc0 No
FIGURE 1: FIGURE 2: TABLE NOTES: Cxpirulim Date OZ
1)SEE SHEET FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M1 Diode,odi "[
1)17
0 to 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
_. ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 9' ``
• . * • 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. 7.
>>+ ND,5870
IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100,
FIGURE 4: FIGURE 5: FIGURE 6: GROUT FH-LED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL 'ti
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE � SIA,g F `t:
• 6053T5 AND BE A MINIMUM OF.100•THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1 `%�,p'•., pt.OR1Dry,, t'a
i • + .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THiCK AND A38.ALL100' i"Gx`'. •.... b
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 125'MULLION �7i� f`l;\�•
010 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.LYNN°MItLLE1,R.E.
FL P.E.#58705
TABLE 10A
Mullion C#padty Table cisme)
Opening VNdih(kxvedicai 3por#6ngmtoons)orOpanln0Hetph9((OrhO0mde2yspeniflg 111111110115) C C!
50 in 6914 701. so In 901. 100 in 1211 in 74o m 160 in 0
12@Y326 RictegNat TripRriinq. RMan¢ty Tt+PRdin¢ RictinPda Tnpffding. RicWgular TnpRda¢ Rictarpnur 77077'177.¢ Rrctm9u6r Tnptfdrp. Reda4p4/ar TnpRf ng. Ricla.pnr TuAl"1¢ Pun' Jor Tlwnbv lid
%.@24 LoMmg Lcad6fg I"&,$ LOar6aa Loidig LoiInq Losdtp tomAng tsaft L..&v Load"ng Loadbg Loafing LoaSep Ludin9 Luft Luting Loedbg �y1
el
�, $ §r� � 13@s• �� � she eek a� �
U V a V U V V V U U U V U U U U U V U U U Ua V V V V Uv U U U Uv V V U V V V
3 �a X43 Q.2a �a i A a 2�. �a � �a � as �a >3 �� :>� �a �a � fa �l a I a H °
4214 VO-01 632 174.0 435 170.0 714 1170.0 478 170.0 168 170.0 606 170.0 992 7704 619 170.0 1116 170.0 621 110.0 1240 170.0 521 170.0 1488 170.0 621 110.0 7735 170.0 621 170.0 1103 t7PA 621 J
4@tn 770.4 TOB 570.0 52! 170.0 850 170.0 684 410.0 892 17°.4 630 770.0 1131 170,0 661 170.0 1275 1704 677 170.0 1417 170.0 660 170.0 1700 170.0 580 t69.7 1979 Inc 600 148.6 1173 170.0 660
54,625 In 110.0 747 170.0 663 WILD 896 1740 831 110.0 1046 1700 684 IMA 1195 1700 773 lite 1345 IND 741 174.0 1494 170,0 766 INA 1793 770.0 765 1625 1877 1704 766 1316 1017 INA 766
641n 170.0 797 170.0 612 170.0 956 1104 691 170.0 1116 170.0 164 170.0 1276 11704 603 170.01 1434 1170.01 837 170.0 1594 170.0 650 ISSA 1769 110.0 861 134.1 7769 INA 861 117,9 1769 INA 861 LU
SO In 170.0 285 170.0 701 170.° 1063 170.0 791 170.0 1240 170.0 070 110.0 1417'1 170.0 944 161.1 1511 1170.01 896 145.0 $Sit 170.0 1013 1204 1511 170.0 1063 VIA 1514 t70A 1063 90A 1611 110.01 1063
631n 170.4 930 110.0 746 170.0 1116 170.0 850 170.0 1302 1180 940 166.8 1370 110.0 1016 139.2 1370 11100 1076 125.3 1370 164,0 1082 104.4 1370 1$5.9 1072 VA 1370 t55,3 1070 781 ON 155.31 1070 CL
f. 661n 1704 074 ST0.0 NO 170.0 1169 170.° 903 %+,A 1218 170.0 feel 1362 1240 168A 1013 VIA 1248 UlAi 1400 1084 124@ 139.0 969 NA 1248 130.4 911 774 TOO 1294 9T6 611.4 1249 129.0 915
72 in 107.0 1019 110.0 87@ 132.9 1049 150.7 892 119.9 1049 1321 878 1045 1644 113.1 as 93.2 1049 109.7 ON 83.9 1049 1427W 69.9 1049 942 325 59.9 1049 91.2 020 62A 1049 91 M.1 O �
e 7661 177.7 911 149,1 827 119,q 911 126.0 805 141.9 311 111.2 191 99.2 941 100.6 771 79;3 911 91.7 766 71.4 971 15S 767 69:6 941 "A 744 $1.0 941 74.0 731 44.6 941 73.3 736 X01 0
Ylain 571.0 894 137A 183 110.0 894 1164 767 94.3 894 102.4 763 325 894 91.9 740 73.3 834 @41 730 G6.0 894 762 111 55.0 ON 70.7 787 47.1 094 674 101 412 M 66.1 698 Q V r aT
90In 85.9 671 SOI 594 VIA 571 M9 SOS NA 871 65.3 576 637 973 582 556 41.7 671 529 658 43.0 671 40A 551 36.8 671 43.1 619 30.7 671 391 631 268 671 315 526 Q N
0614 70.2 690 12.8 627 59.4 690 SIA 618 50.6 690 53.4 649 442 690 47.6 542 393 690 434 494 35.4 590 39.6 488 29.6 690 34.7 477 25.3 690 314 469 22.1 590 29.0 454 Q Z '-
108In 49.7 466 50.8 421 <tA 766 12.9 714 35.! 466 37.1 700 31.7 456 32.9 402 278 466 297 296 24.9 466 27.1 341 20.7 466 23.5 382 77.0 456 212 316 165 466 US D7e 4h �
11114 ISA 411 46.7 400 362 411 39,3 397 M.l 461 37.1 387 28.0 (11 30.2 302 26A 441 Z12 375 229 141 21.9 377. 19.1 441 21.6 363 16.4 441 193 365 142 441 ITA 351 cri o
IMI. 36.7 378 36.9 344 302 310 31.0 339 25.9 378 26.4 341 227 378 27.7 329 20.1 311 213 325 10.1 318 19S 321 15.1 378 167 314 1Y X
I.1441. 21.0 262 212 247 57.5 267 174 239 464 262 152 23@
Q H Q
z
TABLE 108 An4horC*p#eityTable(766) ANCHOR CAPACITY ADJUSTMENT FORMULA: $ 0:Slmstt5le' 21kOD(eero 3.0kCan0. Hdb*cmu I:vwcMU PT Mod Mdtal ANCHOR CAP.,„,,,,,,, V) j
(Dt�.)X( )=ANCHOR CAP.,,., I
dIVsco lA-SSEko&IVEIco tressE1c0 #tested #12SWJ cn2St«N MCAR
_,/
CA ,,„,.,,,
Anrh°rCiipP*Hom* n0f ° 3.1bEkommcm v7Ekou9rdc9n ueradon 311WEf:omlam N4'E1c.Utwom A � UllmanA07re00Ia st2w(a35)Suer(G57 Scra7(OS7 USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edo o1sume ony Is 2-172• 1• 2-11T 0-10 t• 2-11z 11 1 2.172 21 3-11x• a 0.4V 0.50 4.324" CAPACITY REQUIRED'CORRESPONDING TO AN
Emodone.t. 1-74• 140 IV 15.4• 2- 1.174' 7177 1.174• 1.174' 14 1-177 T tare• tavr vales ACTUAL PRESSURE REQUIREMENT FOR THE
2P42Nv9 74475'Mia MCI Sian aOfNNC8p 030,tY 3w p9 397m9 450 m1 09040 1641 m6 2741b9 IOD 7w WA R)9 140fts 374 m9 664 to 0161171 sit IDS 44220 56D m9 OPENING,WHEN R IS LOWER THAN THE MULLION
4AMAM@ MW Mkt do 151a10ffi OrQ1se7)CW pap 2) Am Os Maine WA WA WA RIA .9e02a NIA WA NIA WA WA 692®1 806m0 MOM CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arcb=@WMN.O,C.IM215An;%C"I #33 7001n5 78120 680®1 156020 109641 54Om9 WO to NIA 76D2e 748 m1 aeo2a 1802 Me 602 os 68510, 112o2e MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 h g 0.54'111n.O.C,I U-M ktto.10(r AkM 4F4 J7 NIA WA NIA WA NNIA WA WA WA WA WA WA NIA WA 750 28 CAPACITY WHICH MAY BE USED TO QUALIFY
I Amborl F4Ap lFl467 fA 1716 ps 1a6De 22°ws 445149 02229 135 me 14020 177 On 370110 797879 33229 4132e 1701.9 221ms 280 me ADDITIONAL ANCHOR OPTIONS FROM THE
2Am.. I.TC Mn 0.0/F-M ¢ 2A0 ps 35064 NIA WA WA WA 100 to NIA WA NIA WA WA 3447os 44210 660100 ANCHOR CAPACITY TABLE. pRODOCT REVISED
Os TmMYe with 1hn FNuit1*
AWi Wiling
sileo NP 16.4521'Q9,4S'j
FIGURE 1: FIGURE 2: IK
• i . : TABLE NOTES: t211 Fac it timl Dot°
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Minn"Dario Pro,
,1717 11 U77
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
�,�E 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3.2
\ ;.'4vCENSE I
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •It,; r
r BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nn.54705 _
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND T"IT40
FIGURE 4: FIGURE 5: FIGURE B• GROUTFILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-S0.WOOD SHALL4. 1. • �UBE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE �' '
• i 6083-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE S3 AND {�f ..,1 LC7R10�-•'{'���
. 045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE ATLEAST.125'THICK AND A36.ALL �iEr�C ••••" ���
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X,024' �I77``I(,.)jt(;a�.. 11117
« #10 ANCHORS INTO WOOD MAYBE STEEL,10-8 S.S.OR 410 S.S. MULLION A�y}�>(Q((IL� R.P.E.
FL P.E.#58705
TABLE 11A
Mullion Caps!ty7mbta Dome) �
OpOIWtD N1dd1(forvedlcatyspotWtlgm1ttt0719)arOp11ntnp Hdpht(k7rtw1ltn7ie penrdlg mua7re) >w><[' a
60 in 60 in 70% OO In 90 h 100 in t20 b 140 in 1501. �' O
1$601394 R4d4n9tlm Tupftlieng. Rada017Aw RVIF&.9, Radmgdv 7bpndag. Rlcta Iff TmpfTdw4 R4daogAar now-9. R-d"LAsr T.,VT-ng. Rwoply Tapnda0g. Radav", 71w7dmo Rldangulat Tt4pn1l"9. 4
x.024 Lading Ladino Ladingt0edng Lading LIft Lading Lading La&g 1. &V Lading Lad'a0 Laft La6n0 Lading Lading Loading loading R4,
AlumUTuba •8 §'.. $ "8.. 5 .. � ASS; € `.. $ '�.. ; �.., £: % °34 ro ... £ •8 5 •i•; � _ #[.,, $ 5 •.� 'oh 4'
7AUton y g • a e �• eg a �€ �. ��. s �+� 4 v �. ��. s .� a o Ed I Of
U +a V_ U V V V U U U V Va ti G U U V U
So .1.2.1.2Ua G G U 1111 U U V G V V U V U
I Ia o 2 1 is f 511 'k�
�a �a a �a �� sa >: � sa a Ra � � �a 1 € f 'k i; a SCas 3 1 1 a � H.-L
4210 170.0 620 1173.0 4bb 170.0 144 170.0 416 170.0 Sol 170.0 606 170.0 492 I= Sig 170A 1116 170,0 621 170.0 U40 170.0 621 1700 1488 110.01 521 110.0 1135 170.0 621 170.0 1993 170.0 621
do in 170.01 1108 11111.0 624 170.0 M 170.0 604 170.0 992 170.0 630 170.0 1133 110.0 561 110,0 1275 110.0 677 170.0 1417 170.0 680 170.0 1700 170.01 890 170.0 1983 170.0, 680 170.0 2267 1 RDA 680 = LLId
60.6100 170.01 747 11744 60 VOID 896 1170.0 531 170.0 1046 foot 8941 170.0 1196 170A 723 1710 1345 1700 747 110.0 1494 170.0 756 170.0 1193 110.01 156 770.0 2092 Ink 760 170.0 2391 170.0 766 cL &
1410 170.0 707 1 170.0 612 170.0 966 170.0 691 170.0 tlt6 170.0 764 170.0 1276 17a.0 803 170.0 NN 170.0 037 170.0 1544 I 170,0 1 656 170.0 19131 110.01 661 170.0 223i 170.01 111 1601 2403 170.0 661 [11 0
rn
Goin 110.0 885 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 078 170.0 1417 770.0 944 170.0 1594 170.0 996 R04 1177 170.0 1033 170.0 2125 170.0 1063 1463 2163 170.0 7063 1218 2163 170.0 lora U J
631n 170.0 930 170.0 745 170.0 1116 170.0 960 110.0 1302 170.0 040 170.0 1483 170.0 1016 170.0 1673 170.0 1076 170.0 1859 170.9 1122 t6a8 2060 170.0 1 U 134.5 2060 170.0 1171 lit.? 2060 170.0 1171 LU ••-1
0 6811 170.0 974 170,0 '789 170,0 1159 1740 503 ROA 1361 170.0 14102 110.0 /660 170.0 1086 170.0 1767 170.0 1156 170.0 ISO 110.0 1210 143.0 1986 1T0.0 1275 1226 1986 170.0 1268 101.2 1966 170.0 1266 Q � m
7211 V10 1063 170.0 978 170.0 1276 170.0 1009 170.0 1498 110.0 1126 170.0 1700 170.0 1228 161.1 1734 170.0 1315 138.1 1734 159.6 1386 116.6 1734 155.9 13M 99.1 1734 160A 1352 047 IrA 160.2 1352 Z it
20 7611 170.0 1122 1104 937 170.0 5344 ROA 1080 168.5 1556 1740 1209 UTA 1656 196.2 1285 131.1 1556 %t5 1268 Wo 1558 141.3 1261 863 1556 128.3 1719 841 1656 t223 1214 73.7 1558 1211 1216 � Z
i8I1 10.0 list 170.0 %7 17a.0 1387 170.0 titb 155.9 1477 169.3 1245 MA 1477 152.0 iW 1211 1407 1311 1266 109.1 1471 12 S 1191 90.9 U77 116.4 1164 77.9 UT7 110E 11511 68.2 1477 109.3 1754
90 In 142.0 1110 1468 866 1184 1110 1235 968 101.5 1110 107.0 951 SaE 1110 96.3 936 769 1110 87.5 822 71.0 1110 803 910 512 7110 TU $91 90.7 1110 656 all 4iA 1110 62.7 070 r C4 0
9611 117.0 975 7793 872 JOU
656 53.6 975 811.3 U2 732 976 741.6 4129 55.0 976 772 917 Wil 976 65,A 807 40.8 915 RA 769 41.9 076 62.3 776 36.6 916 49.3 TGT CZ r
,if. 822 771 84.0 $96 figs 50.7 711 613 674 SIA 771 54.3 661 15.7 711 49.0 855 41.1 771 44,4 041 21.3 771 38.9 471 290 171 35gIllJ 711 32A 612 f!3 O 850 44.1 730 56.3 61$ 17,7 730 19.9 631 42.1 no d5.0 422 379 730 J2!1�63t
1. 31.5 730 35.9 690 21.0 730 31 .7 730 24.E bol 569 480 (240 F24 ILS 452 375 621 341 444 33.3 624 353 437 30.0 621 23,0 621 27.7 679 2tA 621 24T d2i 22.4 Spt xto
X Y
11111 3d.7 433 35.1 400 395 211E U3 250 390 21.7 433 710 285 19.3 NS 20.0 381 17.3 473 r O
Q 5 0 in
TABLE 18 AnahorCepocity Taboo(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA:
suasi+ato 27k anode a6kCond. Hd[WCMU FkadCMU PT wood µ79a1 ANCHOR CAP.,a�,,,,,, •'t
(DP)X ?-ANCHOR CAP,,
SHe,Elco ifd•SS Eko YtC Eko yr SS pw r10 Sled a12Slee1 r1231ed MULLION CAP.,a,,,,,
AneharCl)pFrttamr A1fa0r71'� a�1GEleolkmem vrEkoutmeon UAmcm ffi1I761colAtleOn vrEkoU4racm yyy Utmcon AggleGoter unm(m)9ctew S1rfiw(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Ed00014tam-on 111 2•vr P1 I 2.Vr aim• 1• 2.1121 to I 2.1121 r atm• r 4140• (15r 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
EMbednaOdn1 134• 1.Nr 11v4• I 11Vr r 14141 1-1I4* 11-114• 1 tart 1-174• i•Irr r I-w 1.316' vales ACTUAL PRESSURE REQUIREMENT FOR THE
2AncMn L7$LOrt o-c.7 sPamaPP aoa9el cap(170 1 =I 2m 03 411 @f CWANIA
27024 290 to EMA7wits
oma 374 ms Ss4 roa 916M �-341W 442 ZS WO to OPENING,WHEN IT 18 LOWER THAN THE MULLION
4Artlmr4 @ 1.151 Min,O.G 151yfOdta(ar glad)CSPM 460 M 7tp M NA NIA 080 66WA WA WA WA 66210 1155 ft 1126079 CAPACITY(FROM THE TABLE)OF THE SELECTED
4 An4taaG3'µ2.O.C.t�215AapoCip9t(R99) 78D On 7416 t0 66004 mo04 ISM 179 74924 680174 15sz 6822s 418580 limen MULLION.[TWILL YIELD A MINIMUM ANCHOR
4Aminrs 0 054•Min.0.0.1 UL'Op1010.100'Mot(F70 41 WA WA NIA NA WA WA WA WA FOA NA WA 1267 to CAPACITY WHICH MAY SE USED TO QUALIFY1Arcl7xt FOSp 0410.5k 195109 19624 2252s 130114 140241 0110 15721 413212 ala t0 1T057s 221 Ra 260 hs ADDITIONAL ANCHOR OPTIONS FROM THE
2ArcMrs�1.19'WM1 O.Clf403p 0 24104 4150 to NIA N/A 196 to Wa WA NrA WA Wa 34120 44221 66023 ANCHOR CAPACITY TABLE. FROOUCT Pievis D
m Lnmp(Y1n5 with dw F7aridr
1.250' Buildmg Coda
FIGURE t: FIGURE Aaxptdnc°1')°
TABLE NOTES: Capin'0n Data QA2)
. 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 13Y
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI Hada lrodimt
}it 111!/1
FIGU E3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS ISALLOWABLE. - t��0',{(,YNN 'j��r�i��r
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' .•'•tt^.ENS[; P
ANGLE SHEETS 21-23,HOLES TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
Eo
i • . CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Ito.58705
B£USED
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND f
GROUT-FILLEI CONCRETE BLOCK UNIT{CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -� �• 441 It]
r
FIGURE 4; FIGURE 5: FIGURE 8: _,
BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE •1 ;;TA;E c}f Irl;
• . 6063-T5 AND BEA MINIMUM OF.100•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND '6241 `��T�••,.F4CRypr_,:';r,,�
• .0451 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A36.ALL
• i ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
• 1110&$12 ANCHORS INTO WOOD MAYBE STEEL,18.8$.$.OR 410 S.S. 1.25'X 3.94`X.024` A.Lf4 It R,P,E,
MULLION FL P.E.4 58705
TABLE 121
Mulgcn Ca ac Table Ibe/ftt
Opening Width(far verlicay-sparring mWons)or Opening Height(for hog2an2eH-6paMng intflons)
6010 son 701 Soh 9014 1006 1206 1401. iso6 a
Recta4puly TrWWmg. Raotmgdor TnpMe* Reetar War Tr•p UM9. ReetnngWar Tmplldar4 Rectangda Voorll•p, Roetanglar Top/tdm9. Rector Wer TrolOUarq. Rectaigler Trep/Tden0 R4ct. Wm Vaividong.
2 X 4%.25 I."Ag Loa ft Loaftq L.02 (oadin0 Loedin9 I-" Lead" Laadln9 den; 10adn9 Loadrg L0ada9 Loafing Loading Landing I Loading y
Alum.Toba I I 'v gz
Mullion 6!
a 121 111 1� � to N
to yr
42n 170.01 615 170,0 439 170.0 744 170.01 474 170.0 ON 170.0 506 170.01 992 1170.0 519 170,0 fila I70.0 521 t7o.0 1240 170.0 521 170.0 1466 17x0 521 170.0 1734 170,0 421 iTao 1983 ime 521 z
40h 170.0 Tae 170.0 524 170.0 890 170.4 6M 170.0 962 170.0 630 170,0 t133 170.0 fiat 170.0 1275 f70A 677 t70.0 1417 170.0 See 170.0 1700 170.0, 460 170.0 1003 170.0 810 110.0 217 170.0 680 � W
60E251n 170.0 747 170.0 663 l7a.0ass 170.0 631 170.0 1M6 170,0 684 170.0, 1196 170.0 723 17MO 1345 170.0 147 170.0 1494 170.0 756 170.0 1701 170.0 758 170.0 2092 170.0 768 110.0 2391 170.0 756 a.8
54n 170.0 797 170.0 612 !711,0 058 170.0 091 170.0 lit$ 110.0 764 170.0 1276 174.0 803 170.0 1434 fro. 617 176.0 1691 170.0 858 170,0 1413 170.0 881 174.0 2231 170.0 661 170.8 2456 174.0 481 111 C31 o
60 In 170.0 885 170.0 701 170.0 1063 170.0 797 $Me 1240 170.0 0Tb 770.0 1417 170.0 DUI 170.0 1594 170.0 Me 170.0 1771 170.0 1013 170.0 2124 170.0 1083 170.0 2479 170.0 1063 100.8 2M 170.0 1001 � � �
03 in 170.0 930 170.0 745 170,0 1118 170.0 450 170.0 13M 170.0 040 170.0 1488 170.0 1016 IT0.0 1673 17xO 1078 170.0 1559 170.0 1122 170.0 2231 170.0 1169 169.7 2553 170.0 1171 145.9 23M 170,0 1171 J
08117 170,.0 071 170,0 789 170,0 1189 170.4 903 iTRO 1354 Y70.0 1002 170.0, 1659 570.0 5086 170.0 1753 170.0 1165 116.0 1818 170,0 1210 170.4 ?330 170.0 l2T5 461.9 2437 170.0 1244 132.8 2437 /70,.4 1218 �
t2u 110,4 100.1 170.0 0,76 170.0 1275 470.0 10,08 170.0 1440 1700 1128 170.0 1700 170.0 1716 170.0 1913 170.0 1716 170.0 2125 170.0 1387 145.0 2161 170.0 1446 124.0 2164 170.0 1828 108.2 2184 170.0 1530 p) y
q701n 170.0 1122 170.0 937 170.0 1346 170.0 !080 170.0 1670 170.0 1208 170.0 1784 170.0 1322 185.1 1M 170A 1421 14aA 1980 170.0 1605 123.8 1960 iglA 1640 loth 1960 100.0 1536 929 1960, 1627 1651 0.L 109 Z
h"'..
170.0 1161 17&0 967 170.0 Ml 170.0 1116 170.0 1511 ITD-0 1250 170.0 1042 ITAD 1369 1527 ISO 170,0 1474 147A 1361 IS.t 1500 1141 1681 147.3 1473 002 tWl 138.0 1459 05.9 1461 137.6 1454 ,� N170.0 1326 Me 1144 149.1 1395 158.0 1216 127,6 t398 136.0 1MB 111.8 1398 121.3 1170 924 1396 11113 1162 69.5 139a 101.0 1147 741 1398 89.0 1122 03.9 1396 627 1105 55.9 1398 751 1006147.4 1229 161.5 1048 122.0 1229 121.0 1079 105.3 1229 iti.2 1061 82. 1219 98,9 1044 Me t220 89.6 1029 73.7 1229 02.4 1ot8 61,4 1229 722 993 52.7 1229 65,9 977 46.1 1229 02.1 067 K.r, 2103.6 971 100.6 077 W4 971BA4 au J{,0 B7i Tf3 M8 &t.7 971 89,4 457 67.6 97! 811 425 61.8 071 86,6 816 414 971 49.0 796 37.0 971 M.D 7ffi 321 971 101 771 991 919 $7,
652 716 9Y9 0,1.11 019 00.1 019 70.9 BOG fig 019 829 784 33,0 9M 50.7 704 p.7 018 51.0 774 39.7 919 44.0 756 34.1 D}8 40.2 742 29.8 BID 37.1 732 W 78.6 760 716 829 766 841 705 63.9 768 65.0, 695 47.2 780 414 Sea 41.9 768 44.4 077 31.7 788 415 668 31.6 766 348 895 27.0 766 31.0 641 230, Taff 2&4 031 43.7 60 604 3ai 348 17.4 496 3[.2 648 St.9 441 271 0,48 262 465 24.5 618 24.5 470 21.8 540 228 474 182 540 191 484 16.8 548 !73 495 117 640, ISS 445 U X
.Z C4 z O O
TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: D. U)
An horCepatityTable(@:) .
1!01511510, 27k Casrae oak CaK. x150,!aAu FIOedCMu Piwtlb4 Mrsal (OF;,,)X(_ANCHOR CAP.,.,,,,,.\•ANCKOR OAP._
Anchor Type, 3/16-Eno U9mem 114•FIcoUOraeoo a''6-Efeo 3419 Flto uemaon t(CEtouafaeon Um SS Eto sic an ttm SS Elco 01061ar #1281ed #12 S1o51 `MULLION CAP.,,„,,,,,
AnehorCOpPattem• Vamcon ADgeGNor fl9mem AgilmG. Scrm(05)Scrc. S) Screw(GS) USE THIS FORMULA TOOBTAIN THE"ANCHOR
Eogoosmmo 017) 1' 2112' 1- 2-114 3176' 11 2-112FNIA
2-trr 2- 0,116• 7 04V asr o.3zs CAPACITY REQUIRED"CORRESPONDING TO AN
Embe0ne11 fin 10,41' 1110 10,44• 14C 2' 1•w' i-ve 1-vr 1-114• 1.Um 7 10,'0' 1.9'5 roles ACTUAL PRESSURE REQUIREMENT FOR THE
2 Ancinni)847554p O.C.tetsrladttOEetcb21F1g M2) No ms 390,Wa 430mt 89tl6S 16005 21oui 28D go 7401t8 374 mt MRS 1M60a $41 mt 44296 350 ma OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arlrt=02.®•Min,O,O/Stanibld(or Mail Cep(R•9) 74094 740 OE Gn 96 1465 me t42A lbs RIA 590115 (05 Me WA Sao115 WA 66215 065115 IM to, CAPACITY(FROM THE TABLE)OF THE SELECTED
6Amcbm 0 t.71'M9L 0,Q tSta=rdC Mei)1Mpft d) We Me 50 758816 19461M WA WA 70596MDlbs Not WA WA 1022108 I=Me, t6e09s MULLION,IT WILL YIELD A MINIMUM ANCHOR
4Artron 07 Mh O.C.1 M 215 Angie CVs! 5) 780 At 4'80bt 1564 AE INSD% 08E 0,60100, 160105 749151 880 ins 101290, Seam 8858E fi10r3 CAPACITY WHICH MAY BE USED TQ QUALIFY
6AMIC13l9T 3-MtA O.C.I M 2(5Ar#eCepl r(Flg 61 1170" 117028 1020009 244008 28M pit a 8401151140158 1122 B6 13MIns 2Mta 1022115 1321 fA 1060 ke ADDITIONAL ANCHOR OPTIONS FROM THE
SAmnoaa 1.34'Mh 0.C./tf-W,nto,12S A1rm 0107) WA WA NIA WA N1A NIA WA WA WA WA WA WA WA 073 ANCHOR CAPACITY TABLE.6An7chon00,64-Mh O.C.1 U-Clp,1414.129'MM(1*8) WA WA NIA WA NN NIA WA WA NIA WA WA NN WA 21 104pRtX7ULT R6VISP.D2*060;44268'Mi.O.C1F4:9p(R09) 37015 37D Me 315 DI 71396 71290 NLA 2809s340115 NIA 4411115 WA 34115 1429E 660!0, 0,.c complying with lho FItrid0
3Arehort®131"M6.O.C./F4O (Fig.10) 40 eis 525 m SN lbs 073 9E NIA NIA 353 ms WA 3791rs NIA I WA I WA I 811 mt 1 664 to 1 040 to Building Coda
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. AcceplarW No IA-0-Va.vs
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Fxpimti 100,4. /j¢+1
FIGURE I }
: FIGURE 2: FIGURE 3: FIGURE* Dy
• • s • ♦ ♦ • TABLE NOTES: 2000' mf Dufe Jnlduot
11111. '37 /1
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR v
GENERAL INSTALLATION METHODS. �` tRO�.' •.�C,,a '�
• • • • • �1CtNsr •.•.p �N
FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �t
• • • • __ 4.000' 'Z: 1`�i )div.SB7U5
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED W .250' /
• • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE •t��y� rr,,,{{{ //
• • LOCATIONS.
FIGURE 7. FIGURE S. FIGURE B: FIGURE IO: �3 S h7`E tY•
ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT :�` !cCORlOp:.•'
• •' • + CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
• .• • MUST BE USED ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 21 X 4'X.25'MULLION X171;"ONA1,t�t•.`
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
• •. • r THREADS BEYOND THE MATERIAL.#10 d#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A,LY&OI.LER,P.E.FL RE.#68705
TABLE 131
Mu6lonCapacity Table 5HL2
Opening VAdthyor1fardca*sparr7rgmUllars)orOpeningHeight(fathodz9riery-6)7 rdngmtlftans)
te
501n 60 in 70111 1 SON I 90in I 10058 I 12D In 140 in 18o in � O
ReetanOda TfsplTdag. Rectetglder Ttepf long. ReclBtrptia hap/01.119. RoelogAw hmp MwV. Ratwgdw 7mpfriag. ReelengtJ 7ieplTdan4 Rmton9War naprrdap. R. l.r TnpRMnO Reclen9War Tmmeng, jd4• r
2%6x.26 Leai;'19 L08dito Loading Loading .4dn9 Loading LaadoO Loading LoedNg Loedn9 Lmdng Loading Lmedng I.oedlp Laednp Loading t04dmg Leading 6
Ah1m.Tube t a a � a t n $ _ z1, h
cq
Mullion
11
421n 170.0 ON 170.0 435 170.0 744 170.0 476 170.0 588 170.0 600 170.0 9M 170.0 619 170.0 1110 170.0 621 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 621 170.0 1063 170.0 621 J
48 N 170.0 708 170.0 524 170.0 050 170.0 684 170.0 902 170.0 O30 170.0 1133 170.0 681 170.0 1275 170.0 077 170.0 1417 170.0 030 170..0 1700 470.0 680 170.0 1868 170.0 680 170.0 2207 170.0 NO W
50.025 In 1740 747 170.0 583 170.0 1180 170.0 631 170.0 1040 170.0 684 170.0 1785 170.0 723 110.0 1313 170.0 747 170.0 1404 170.0 758 170.0 1703 170.0 758 170.0 2002 170.0 758 170.0 2391 170.0 758 LU a a 0
54 In 170.0 702 170.0 612 170.0 858 170.0 581 170.0 1118 1740 754 (70.0 1275 170.0 603 170.0 -1134 170.0 837 170.0 1594 170.0 855 VIDA 1913 170.0 681 170,0 2731 170.0 681 170.0 2550 170.0 681 ll1 p� �
m
00 In 170.0 NS 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 878 170.0 1417 170,0 844 170.0 1594 170.0 NB 170.0 1771 170.0 1033 170.0 2125 170.0 1093 170.0 2470 170.0 1063 170.0 2333 170.0 1087 4020 58.1
03 In 170.0 930 170.0 745 170.0 1115 170.0 850 170.0 1302 170.0 BIO 170.0 1458 1740 1015 170.0 1673 170.0 1076 '170.0 1090 170.0 1122 1740 2211 17MO 1160 170.0 2603 170.0 1171 170,0 2075 170.0 1171 '!
xy Nin 170.0 974 170.0 7118 170.0 1169 170.0 803 170,0 1364 170.0 1002 170,0 1555 170.0 1080 170.0 1753 170.0 1155 170.0 10(8 170.0 1210 170.0 2335 t70.0 1275 170.0 2721 170.0 1258 170.0 3111 170.0 12M Z N g¢� m
e
72 In 170.0 ISM 170.0 070 170.0 1275 170.0 1009 170.0 1458 170.0 1120 170.0 1700 170.0 1723 170.0 1913 170,0 1315 170.0 2125 170.0 1357 1740 2550 170.0 1468 170.0 7975 170.0 1529 170.0 3100 170.0 1530 LU
C# �W
S78 N 170.0 1122 170.0 937 170.0 1346 170.0 ION 170.0 1570 170.0 1209 170.0 1784 1740 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2802 170,0 1029 170,0 3140 170.0 1694 170.0 3559 170.0 1705 J d Z
a ¢ J .�
E 7311 1740 1151 170.0 907 170.0 1781 170.0 1118 170.0 1811 170.0 12W 170.0 1942 170.0 1358 170.0 2072 170.0 1474 170.0 2302 170.0 ISM 170.0 2783 170,0 1700 170.0 3723 110.0 1777 170.0 7063 170.0 1798 1.- r
Q 0 N O
901n 170.0 1320 170.0 1141 170.0 1594 170.0 1328 170.0 1658 170.0 1108 170.0r2125 170.0 1653 170.0 2391 170.D 1793 17CO 268(1 170.0 1810 170.0 3156 170.0 2125 158.0 0213 170.0 2273 UB.6 3413 170.0 2381 � z9858 170.0 1117 170.0 1232 170.0 1700 170.0 1434 170.0 ig53 170.0 1922 170.0 170.0 1794 170.0 25W 170.0 1952 170.0 2583 170.0 2095 100.0 3189 170.0 2330 137.1 3109 158.5 2470 120.0 3189 758.1 7.020 to1681n 170.0 1594 170.0 1409 170,0 1813 170.0 1947 770.0 7231 1740 1870 170.0 170.0 2073 1949 2781 t70A 7271 748.3 2784 181.8 2333 123.0 2761 1444 7281 t059 2794 125,9 7134927 2161 118.0 2190 W N111170.0 1038 170.0 1194 170.0 1808 170.0 1700 170.0 7203 170.0 1972 170.0 110,0 2118 151.8 2632 1623 2245 130.0 2832 148.4 7110 113.5 2832 125.4 it 611 02.6 2632 115.5 2126 58.4 2632 758.3-2080 ito
N170.0 1771 1740 ISN 170.0 2125 VIA 1868 154.0 2132 1512 1991 135.1 141.4 11161 1241 7352 127.2 1935 108.1 2252 118.1 1915 00.1 7152 98.6 1872 772 2252 88.9 16307.65294.1858 N 125.1 1594 128,6 1445 104.3 IN4 106.1 1425 58.4 1504 91.5 1401 702 50.7 13110 89.5 156( 72.3 1173 529 1584 65.7 1355 521 1594 58.0 1330 44.7 1594 482 1305 39.1 1581 44.4 1283 a 258 Z m0.
TABLE 136 ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anoh0fCa aCl Tabie be ANCHORCAP. ,,,,, o8
8u31mIx 2.71 Cmnerete 3.5k CON. Halow CMU Fled CMU PT Wood Metal (DP_)X{ )=ANCHOR CAP.,,,
9111•Ekm 114•SS Ekm 6116'Etc* VC 33 Fico #10 Steel 912 Steel 912 Bled MULLION CAP.,,o,,_
AnchorCllpPattame AWwType: 3116'EleaUiaaw 114'Ek.tneacm Nhsm 9f a•EkolettecnnF.A
Elea Alfa Macon AppreGOW 801ew(G5)Screw(GS) Scaw(GS) USE THIS FORMULA TO OBTAINTHE•ANCHOR
Edge Wilma(In): r alrr t• 2.141• 3.119• r 2442-1a• 2• 3.10 r 0.16• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Emtaldman ft 194!4• "r 19414• 1-TV r 1-114• 1-174• 1-U4' I•uP 1.11r r tare'. 1116• taloa ACTUAL PRESSURE REQUIREMENT FOR THE
2 Amba.®4.75-MN.O.C.l SUndard a OBaNCIO(Ill.1&2]t 390181 3BOma 450W a9Dt3 1844 Na 2701. Ing Ino
140 bs 3741. W4I. 945b9341W 44213 SN toe OF ENING,WHEN R IS LOWER THAN THE MULLION
4 Anmhaa @ 4.58•Mh O.C.1 SUndad(W O5se0 Ctlp(Fl9.3): 7601. 780 ma 000 0• n58t5a 3232 go 84D 1. 660 roe u801. 74913 1272 Pot 1892 to$ 682 09 945 t3 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED
6Amhmrs®1.7r MN,O.C. ad(or00eU aP(Fq.4r 1190 ma 1400 ros foto bs 25951. WA WA 940131065!3 WA IA Wn 1363 b• 1770 be 2240 an MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anehas®Y Min o.G l R)2t5 Ange Ceps f ff10.5): 730 ros 750 be 880 Mi 1500011 .18901. 540 9» 50013760 b. 748(3 80013 lam 13 952 tas 895 ftn 1120 onCAPACITY WHICH MAY BE USED TO QUALIFY
O.0./(1)bt9 Anglo(Spa 10=q•53 156013 1580 Ou 1380 gb Jtt013 J7Mba tO801ba 1120 @a16x0 1. u9e ba 1780 ma 3784 ms 1383 0i llro bs 2240994 ADDITIONAL ANCHOR OPTIONS FROM THE
12 Mohan®1.6'02111 O.C.!(2)2:5 AnBY CSW 10.ig•7): 1658@• 21001. 14406u 3760108 WA WA 1320 IM WA 150013 WA WA WA 20450. 2694 Its 330013 ANCHOR CAPACITY TABLE. PRGDUCr REVISED
4 Anchaa®1.34•Min.QO.1 UCIID,5813.18•Akan.(FYµBk "WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 bt as camplyiaa with 9»FloeiM
6Anehaa®O.a•Mh O.C.f U42ip,58!3.125 AMM. 9t WA WA WA WA JA WA WA WA WA WA WA WA WA NIA 2861 ks F•--2.000��1 Building Cade`6-M3$•O
2Anchaa®4.58.0258.O.C1 Fp7p(Flµ10k 300 as 39009' 45013 09006 151013 '02013 28013 35413 74006 37113 8381. 9481bs 341 ba 02213 5601. Accmplauoe No
3
4 AOm.a 191.71•Min.O.CJ F-C90 0'q•ttk 50013 700 w 605Iea 120813 WA WA 4701. WA 333 bs WA WA WA S bm awns 11201. .250• B imli Erne r 1
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By
Mie. lhodueC.
FIGURE 1: FIGURE 2: FIGURES: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: I)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 111711 I l 1!
• • • • • • • •• • • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
• • • :��`1%.........
• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
agirfj
• • • •• • 8.000' �`i': '•.j, ��
•• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS %`• I•lU.511705
• • • • • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON O-
FIGURE 5: FIGURE 8: FIGURE 7: SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i O;•Q_';y,7c' 1(� 7Lt
ANGLE t r D
• • • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ")�•'. ATc OI' �/
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED `��`•'••,Pwirtkol' (�.-
• • • • • • • •
5- YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE fiOCi-T5 AND BEA MINIMUM OF.125' (`�. �J`�
MUST BE �i'tS1..,..-..•
• • • • • • • • USED IN THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO r,S/U(gP.-%-`,G
PAIRS. BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X 8•X.25• A.L11 A MILLER,P.E.
THREADS BEYOND THE MATERIAL.#10 6#12 ANCHORS INTO WOOD MAYBE STEEL,1"S.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE 14A h
MUlltonCapacity Table Ibat6
OpeningWidth(toryodcal"paw nuAlons)orOpanIng Hetyht(forhod7wrtaity9parWnOmUlora) #^
$0M WM 701n 00 In 90M Joe to 120M 140 in 160 In d{ 0
Rettwv,w Thaguam. ReeMfgUat TraprGa� Re�ctwo1v ltaprTdar41. ReddrgW. Trap7Mnp. R.W.VA r hop7dalg. RodwVUW Tap79aro RKto Wu TrepTeanp. Re4tarqular TMA111aip. RetMnputu Trap7duo F:
1.28"X211" Loan* Ware -mLwWp iaad9p tnadlrp LoaNn9 11
taadap Eoamrq Eeeairp Lmdfe0 toeanp taafW LoaAn7 Eoaehp EoadnB` 4adty toaoftp Ex n w
Tube Mug
. z
421n 1442 B28 167.0 420 1202 626 144.9 419 103.0 520 1389 414 911 628 134.0 411 a01 526 13CI 411 721 528' 1341 411 ODA 520 134.1 411 51,6 528 134,1 411 45.1 628 1341 411 a �
48 In 906 403 1080 333 KS AM 947 325 610 403 WA Me 50.4 403 81.4 317 63.7 403 79.1 315 45.3 403 788 314 40.3 403 788 314 346 403 788 319 30.2 403 78.8 374 -r4
S
60,025 In 823 367 91.0 301 88.8 382 79.J 284 608 382 71.8 289 5L6 382 67.2 280 417 302 Bae 284. 41.2 S32
343 362 W.5 2W 29,4 382 815 24.0 267 36e 815 283 •,� n fn
S4In 67.0 3t8 74.1 267 50.5 310 842 281 48.6 318 67.7 256 424 318 615 253 37.7 318 50.8 250 338 83 318 49.1 240 242 318 49.1 248 21.2 318 49.1 248 W rn CD
887 48fi 290 61.1 218 4t.2 258 45.7 214 35.3 258 40.7 210 309 258 37.2 207 27.5 250 34.9 204 24.7 20.8 26S 32,2 201 17.7 268 322 201 165 258 322 26tWM 427 231 ti0 200 35.8 234 311 195 30.5. 234 34.7 192 28.7 234 31.6 169 217 234 29.4 1W 21.4 17.8 234 28.6 183 ti3 234 285 103 13.4 234 28.5 103 JW(n 3T.2 213 79.A iW 31.0 213 317 176 205 W29.6 232 21J 220 17J 208 213 20.1 1T0 t8B 165 219 222 5B7 13.3 273 22,0 160 11.6 213 220 156 m '�
72M 288 178 30.f 155 20.8 178 210 162 284 17.9 179 20.3 147 15.9 179 18.T 145 JN+N 24.3 181 20.4 140 203 181 21.0 137 17.4 16.2 181 17.0 133 2576M 225 152 2:L6 t33 188 152 189 131 !Bt Q :E T
n < �
TABLE 14$ ANCHOR CAPACITY ADJUSTMENT FORMULA: ,�• 'r N
Aneh9rCe aelbTebleObq ANCHOR CAP.,,,,,,,", _ I- k. �o,o
StMttals 27e Ca¢ret8 3.9(Cmc. tbaartcMU Fled CIta1 PT-W-wd MAA (DP)X ANCHOR CAP.,,,,,, fn r $
Type 3116•Eko lSkatal 1(d"EIcO Vlydedt 3N6•EkOUllracon trd•Eko Ulltacm MULLION CAP.,,,,--) •- i$�
AKOor BR6•Eko 1(4'3S Eko&16•Eko 1(4•s9 peo NIO 6144 MI26Iml N128teW (n lU
AnehorCltp POCema Berson ApgreCafor tntrscn A97eGew s"IGS)scrq(GS) suer USE THIS FORMULA TO OBTAIN THE'ANCHOR U.1 tm Y Y
egle EMstarce(MT r alrr r etre• 3-U6• i• at2' t• 2.12• r 3-ve• r 0.aa 0.64.• 0.324• CAPACITY REQUIRED*CORRESPONDING TO AN it � y
F3nbmnml 1-3141 Lara• 1-311 rata• r mm 1-v4.• t-vr i•v4• 1-vr 1•v4• r 1.341• vales ACTUAL PRESSURE REQUIREMENT FOR THE
4t4c0ms aMnoc.t u5a C9ps7(F7pt 7Wi08 7W os W9Ia 150Y51s 189smf W09a t3i01a5 WA 166tos 74064. BBOMB 19929, trr� 955 ma 14391a OPENING,WHEN IT IS LOWER THAN THE MULLION 4.�' O d
CAPACITY(FROM THE TABLE)OF THE SELECTED ���O
MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1286'
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. rRro43ucr RL•VISGD
4.'s etlmplYlna with ala Ftt41t4t
FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. BuRd'a10 Dodo
�. AC-mvimmNo l oLt1S.4o3
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. B PIc�1°6 ?o'Ll
i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,.116' IIy
FIGURE$SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Dade
ANGLE CLIP MUST BE USED IN PAIRS. 125' 1 t}1 t 1!t 7
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T ��� �qSl 1�•���_MQj %�
YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BEAMINIMUM OF.125' 1 `���,;•"�1GFhiS ''•nt �i
THICK.STEEL STUDS TO BEAMINIMUM GRADE 33AND.045'THICK(18GAUGE).STRUCTURAL STEEL TO BE AT 1.26•X2.1t•X.12SMULLION Q•� ••.':i'
LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =�;:• 58705
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL.16.8 S.S.OR 410 S.S.
c'SIM I:QF 1:
A.LMIMIELE9,P.E.
FL P.E.#58705
I
TABLE 15A • „
Mullion Capacity Table, ira) "
Opening Width#or lsrtica6y sparrirg m 11lora)or Opening Height(forhot37a11e*sparring miftrs)
501n In 706 006 001n '100 in. '1246 HO In too in
Raetangwer 713 usto, tlecwvwsr Twinifflo RtctmgWu lttl�monog Frecteopdm w7denO Remnpdr 7taP+7danp. ttectangtu ita{vTde,9. RsatmOutm 7repPMenO. ltectengelm TmIi1Mn0. Rteten9ular napRdmyl. S d
326"30 Lem4W laedrq Loadn9 LaodnO U.400 Lmdrg Lmdtg Loam Ioadno toWtg Loadop L"ft Leedrcg Loedne Lt3dn9 Loednit tne4n0 L-doll
DEO.AL
BAYMULL � � �• $ 115 &� �" �' � � O� � �• ��' �• � �� 3 to
al i i' I I m
426 S70A 026 170.0 435 170.01 744 170.0 478 1780 666 170.0 We 170.0 092 170.0 619 170.01 1116 1170.0 521 170.0 1 1240 170.0 62t 170.0 1418 1 V0.01 521 170.0 1756 170,0 021 149.1 1740 170.01 621 W
466 170.0 706 170.0 524 170.01 670 170.0 561 170.0 802 170.0 630 170,0 1133 170.0 661 170.01 12751 170.0 077 170.0 1417 1 170.0 680 1522 1522 170.0 90 130.6 1622 170.0 660 i141 1622 110.01 am _
50825In 1110.0 747 1706 003 170.0 696 170.0 0311 tT0.0 1016 1740 694 170.0 1196 170.0 723 170,0 11345 170.0 747 1862 1443 170.0 758 139A 1443 170,0 756 117.3 1443 170.0 768 102.6 1443 170.0 760 LU C5$ 17
616 170.0 707 170.0 612 170.0 056 06.0 691 170.0 Me 170.0 764 17U 1276 170.0 603 180.4 1363 170.0 637 14{.3 1353 170.0 066 120.3 1353 170.0 061 103,1 1353 170.0 681 90.2 1353 170.0 801 ~
001n 170.0 067 170.0 701 170.0 1083 170.0 707 167.0 f2la 1700 018 140.1 1216 170.0 946 IVA 1210 Me 939 110.9 1210 1621 924 97.4 We 146.1 913 61.5 1216 146.1 9U 73.1 1210 14&1 013 � U � J -
036 170.0 950 170.0 745 170,0 file 17&0 060 1502 1150 1608 933 131.4 Ilri0 161.0 014 Me 1160 141.0 096 1051 1150 134.2 664 67.6 1100 t2&T 671 75.1 11150 126.2 670 0S.7 1550 126.2 670 Q. m
Win 170.0 074 170.0 769 152.1 i M 165.0 661 130.0 1048 14&0 064 144.3 1046 133.1 650 101.0 1016 123.4 819 81.4 1018 11&6 830 762 1018 109.4 021 84.3 1048 10112 81a 61.1 1048 1082 615
721, 110.8 060 iq.9 784 117.4 860 526.0 746 100.6 860 110.0 734 080 000 100,0 722 78,2 860 82.0 712 70.4 860 882 703 587 880 70.2 803 60.3 660 784 060 44.0 800 76.4 606 _ § Z
ym T66 M7 700 125.1 690 99.8 790 10&4 We 85.5 793 934 063 74.8 790 839 652 66.6 790 TBA OM 519 700 71.7 635 490 790 65.1 824 420 790 62.1 619 37.4 790 $1.5 617 ,,,•t c�
ry } r r
.�1 786 110.8 750 115$ 657 81.3 M 9&1 ON 70.1 760 ISA 632 692 750 77.1 621 61.5 700 70.6 012 654 560 65.7 605 482 760 69.4 594 390 750 60.2 806 64.0 750 55.5 580 H Q Q N O
906 TV 503 74.4 500 60.1 563 620 491 61.6 563 64A 483 45.t 3W 4&0 478 40.1 668 M.4 408 3&t 063 40.0 462 300 563 362 452 251 503 33.3 445 225 653 31.8 442 tD Z r
to
801, 50.4 496 61.1 463 491 495 61.6 435 42A 405 44A 427 37.1 49S SSA 421 33.0 4" WA 415 20.7 494 331 409 24.6 485 29.1 400 212 405 26.8 391 1&0 197 26.0 380 � ��
G
1086 141.7391 128 353 31.0 381 359 340 29.8 391 35.1 842 28.1 591 27.0 237 231 391 24,9 333 20.9 301 228 326 17.{ 391 70.7 321 11.0 391 171 316 1111, 382 33S 320 370 33,0 330 27.6 370 28.8 325 24.0 370 213 320 21.4 370 22.6 316 19.2 370 20.0 312 18.0 370 18.1 3051206 30.8 289 25,3 30 28.0 28421.7 317 22.5 264 19.4 317 f9A 278 +B1 SiT itA 273 U G71446 17.6 203 LZ
TABLE 158 €�nf
ANCHOR CAPACITY ADJUSTMENT FORMULA:
An4horCa 941 Table 69 ANCHOR CAP.,„ ,, �
Subalmte 2.7k Carcreie 3.5%COlk. mwwrmu Fuldclaf PT Woad Mew (DP-)Xt �=ANCHOR CAP.,,,
:118^Eko V4'SS Elw sit 8"Elco 114'BS Eko Ifo steel Melee! /12 SteN MULLION CAP.,.,",.,,.
A6ehatCOpPOttOmB ATe TTPe Srts£teaUlvacaa iti'£kotllvoca+ ultra% Y16'EkatBvacon 114•£koulaun A09n:Gat% Utm m Aw cm. scam 05)Sertw(05) serer 05) USE THIS FORMULA TO OBTAIN THE ANCHOR
£dpe CteOnee 167 +' 2-vr +• 2-Ur 3•vs r 2.1rr" t• 2-1m 2• 3•vs r o.4s 0.64^ 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN
Embedmantl67c 114• 1.314- 1•'!1• 1-314• r f•tlr 1-ur 1-111• mx4• 1-v4' 1474 r 1476• tare" 3srte3 ACTUAL PRESSURE REQUIREMENT FOR THE
2AndweQ6"run O.C.IC2I2x5AnWt Ct"/ffiQ It 390 Ib* 304%4 454%e 890%e 1146%3 270%a Zea are 35114 7000 3741% 720lb3 w6 its 30 b3 4421. 580169 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Aecha4Q&5•LO,O.Q I M 2X5 At**.
CUS 7 ft 2y 780b3 78011 790111 1670%3 25269» 54613 564%3 wA tl2010e 7499, Wfbs 189290 08290 865163 112ob3 CAPACITY(FROM THE TABLE)OF THE SELECTED
BAnc 1211'6G,O.C.1(2)2x5 Aegis C4"/ffW.37 f120IM 1120%3 95614 224613 2254W WA 61016 wA M59rot IA 1320516 WA 107200 132716 1680 b3 MULLION,TT WILL YiELDAMiNIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRODUCT REVISED
FIGURE 1: os r=yin81vtd16»Flotilla
TABLE NOTES: Olaildmg Code
Amptnnc4NO)rv-0%1s.p3
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Pirttic"Daft ,foil
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. By
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Mi Daft Fmduct
FIGURE 2: ,tU111It// ,
3)MULLION AND MULLION CLIPS SHOWN ARE NOT SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 125' '
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30. ``'�`{'�:•1G5NSg -•.Fn cif
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. a
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3011 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' =1 rt i quo,;13!05
FIGURES: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053.75 AND BE A MINIMUM OF.125' 141- (�1/G :l
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 3Q,BAY :'i? •,_ (/oI 11
p1A�. III) LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND MUWON $TATLtUF C
THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-B S.S.OR 410 S.S. 01 c,• rCORt�;�•i`�C`�"
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. .�(d
A.01I M(CL19R,P.E.
FL P.E.#58705
TABLE 164 o
Ntullion 0s oo T6bt9 alit=
Opening Width(for wrilcoapspardrgintfilons)orcpsning Height(for tvfi=U millons)
So In 001n 701. soh 901. 1001. 1201. 1491. 15DM
Rquenps)a TWnda06. Raohn0du D20M.% Rgctllgdof TwndmA. RsdlOWar TmrMwv. Phchn¢iar R Wrdmq. R"ng11r TtaptTdarp. ftld i3� T7ep7den9. Reclangdu TmpTdeng, Roclm v nalkWan9. t
ti a a'i
3.25^46 t°°d"9 Laadrp 4wdnP Loednp Lq+dn9 I.gadnP Lwdnp Lgg6np Lw&V Lowfla Laadny Inadnp lagdrg Logdng Lowing UndnD L..ft L doo y+ V
L d�
BAYAY MULL
421n 170.01 820 170.4 43S 170.0 744 170.0 470 170.0 868 11740 508 170.0 082 1170.0 519 770.D 1118 170,01 521 1704 1240 170.0 621 170.0 1400 170.0 521 170.0 173$ 170.0 521 1603 1671 170.0 621
4091 1740 708 170.0 524 170A 650 1700 504 170.0 002 170.0 630 170.0 1133 170.0 Wt 170.0 1275 170.0 1177 170.0 4417 170.0 660 163.7 1637 170.0 We 140,3 1837 170.0 880 127a !M7 17D.0 690 � T
50.8251. 170.0 747 170.0 563 170.0 8911 170.0 Mt 170.4 1048 1700 664 1704 1195 170.0 723 170.0 045 170.0 747 170.0 1494 170,0 756 14T7 1552 Me 756 128.1 1652 1700 756 150.4 ISM 1744 756 lu C o
541. 170.0 791 170.0 812 174.0 958 170.0 881 170.0It 16 170.0 754 170.0 1275 1704 803 1704 1434 170.0 SV 156.2 1455 170.0 050 128.3 1455 170.0 Wt 1106 1455 170.0 861 07.0 U% 170A 861 Q] 0 F"
60 In 170.0 565 t70,0 701 170.0 100 170.0 707 170.0 1240 170.0 578 157.1 1309 170.0 944 139.7 1300 170.0 988 125.7 1300 187.5 984 104.8 1300 157.4 982 US 1309 t67.t 602 788 13M TSTA 882 ;F•�7 tQ V�
J
MM 170.0 970 174.6 745 170,0 1
178 170.0 660 1620 1247 570.0 940 742.5 1247 594.5 983 126.7 7247 1524 965 114.0 1247 144.3 952 954 7247 1302 938 61.4 1247 135.7 935 71.3 1247 t7S7 935
60h 170.0 974 170.0 799 170.0 1100 170.0 600 1484 1190 163.7 955 128.0 1180 147.9 945 116.4 1190 136.5 028 103.9 1190 128.4 014 88.6 1190 119.6 866 74.2 1100 INA 893 64,9 1190 110.1 693 to
J
c 721n 1614 1010 1646 877 1343 1010 144.5 859 115.4 1010 127.2 842 10.0 1010 114.7 820 89.6 I= 105.5 017 80.8 1010 054 507 07.3 100) 00.8 795 61.7 Me 67.4 790 $0.5 1010 67.7 789
a781. 1374 906 1416 702 7743 906 1224 775 50.1 806 1021 T61 US 006 90.2 749 78.3 906 68.2 735 86.7 S0e 9" 729 STA 808 74.7 718 49.1 Bee 7L2 710 424 998 70A 706 o b Z
q r
701. 127,1 O51 1323 754 105.0 561 /125 733 904 601 00.8 725 794 661 88.6 713 748 1.1 61.0 707 1..0 861 75.i 391 510 381 86.1 881 45.4 861 84,5 876 39.7 681 1..7 872 1•- Q ¢ N O
00 h UT SIS 65.4 574 009 Me 721 564 50.1 616 02.9 654 51.7 648 58.1 545 440 80 50,9 $37 41.4 040 47.0 630 34.5 60 41.5 510 29.5 60 33.2 Sit 26.9 640 36.5 WT ZQ m Z r
O6h 682 US 74.1 506 58.0 ms 0.1 498 447 Sha st.4 491 428 558 4S6 483 US SSS 41A 476 UA 668 30.1 470 28A US 33.4 459 24.3 6M 30.5 452 21.3 SU 203 "Oa�
aN o
108 h 474 419 484 405 ]Op 449 41.2 399 34.2 449 35.7 307 249 149 31.7 387 10.8 1.9 28.6 362 23.8 449 28.1 777 20.0 446 22.7 38b 17.1 1.9 20.4 361 15.0 MB 16.8 356 � �
111 h 44.1 425 4b.0 706 38.5 425 374 370 31.5 425 32.6 377 273 i2S 28,1 387 74.6 416 28.2 362 221 425 24.0 358 i6.4 426 20,7 354 16.8 425 16,8 343 N N
1201. 34.8 301 as 3bt 28.1 384 246 320 24.8 384 US 321 21.8 30i 220 317 144 384 20.6 313 1.5 381 147 306 (hj � < 0 8
144[a 1..2 253 20.4 233 16.8 263 17.1 230 Q� Z
TABLE 166 2
ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anch.5kC acl Table Iba ANCHOR CAP,__N S00stnte: 2.7K f:gtKl4lq 18k Cana, tW9as C7AU F9IM CMU PT Wood Lieut {DP,,,)X ANCHOR CAP.,,,
°vurliko 1l4.85Ekq 5f16•Eko 171•BSEko 010 S- 612-el 212S1ed MULLION CAP.,„,,.,,
An char CSPPattem9 ' ` �e`Ekgsfim°n !14•Ek°t7mnem Oir�n arte•Ek°utrmc°" u4•Ekglwq`o' Araparata t4tmcm A99faeglar 94cRvt05}scnm�v{O6} sugsv145} USE THIS FORMULA TO OBTAIN THE AAICHOR
EdgeOsl9nsgpa)
:Ff-Wil-W
f• 2.111 rne" 1• 2-12• r 2.171' 7 svt r o.48' 0.64• 4324• CAPACITY REQUIRED`CORRESPONDINGTOAN
EmgMmerd Dn7 i•3r4• 1-314• 7 1-114• 1.174• 1.114' - t•tw• 1•tic t-714• 2• Sara' 136• w8e4 ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anobus 0 5's9n O.C.I(22.5An91e p'pa!IFq.1k 47005 59095 1700 W 270 roe 1801-- 354- 1401b4 31410s 720Ios 946 Ms 741 ro4 442 Me 560Ds OPENING,WHEN 1T IS LOWER THAN THE MULLION
4 ArchOf6 O3.5-U.,O.C.f(2)218 M*eOrps I q.2} 790 ros 7670 Ms 252505 SO815s 6531-- WA /1201-- 74663 6801-- 169210s ae2lbt so a 1120109CAPACITY(FROM THE TA8LE)OF THE SELECTED
B Ambffe O2-71.690.0.47(2)216 Anye Oros;ffq•33 9681-- ?248101 22511. WA 645 tas WA 105B1b WA 132095 WA 1022115 1327M 18801bs MULLION.IT WiLL YiELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRODUCT REVIsm.
FIGURE 1: s c I with new F;�idtl
TABLE NOTES' 1ioBuilding
cv l= No 16-0'LI$• 3
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex* ien Date '4:021
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. B
FIGURE T 2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE Mlem' product
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. NN
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. •125' 46° ����*,l ••<<O';• �fi
r6*IS,c P
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS,
4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.254` Nq,58707
FIGURE 3: CONCRETE BLOCK UNIT{CMU}SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
• • • ; YELLOW SOUTHERN PINE WITH AN SG OF 4.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125° - //�; 1 _
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND 445`THICK(18 GAUGE),STRUCTURAL STEEL TO BE A7 ``
LEAST.125'THICK AND 436.ALL ANCHORS 1.70 METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -0S•BAY jt3
• • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ` Q
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. (. Y,;' '\
A.L�N41jEk:' OE.
FL P.E.#58705
.740'
.063" .385,
.062' .125-
.062"
.43WV
4. 4.OW 4.D00" .12S'STANDARD CUP bXo
2,62W 2.00(r 6063-76 ALUM. 2.12T Z000' 2X5 ANGLE CUP -It
I 6003-TO ALUM.
A25" X-SECTION I 6083t-)�TCNIPLUM. X-SFC7ION 125" cq
.125' Aw 125, X-SECTION co
I I - M
A26*3-
.12V CENTER OF ANCHOR HOLE MUST LIE WITHIN THE -j
ISSY, DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE x
. LU
37Y .376' -E MAXIMUM ANCHOR (j)
r ANCHOR D.C.DISTANCE ca D'L
0
V 'rX.125, 1.X Ir X 375' -T HOLE DIAMETER:ANCHOR DIAM +t1IS`4 5.00cr ED
MULLION MULLION CUTHERETO �375"
6063-Te ALUM. 6083-T6 ALUM. 6063-76 ALUM, !2
3.125' .376, MIN,
.376' CREATE F-CUP.SEE U)
X-SECTION X-SECTION X-SECTION -D
MIN. ETAILFSHEET4
1.2W-1 .376' z Lu
r--------I r--------- -------- ----------I- N
CENTEROF .3761 2
ANCHOR HOLE MIN. :3 LU
1.25V -1.250' 1 ST- WITHIN
It THE DASHED
BOUNDARY,SEE
MU E
I
4-- t SHEETS&20 FOR I Z z 2z
<
2,61 2.875-9- THSANCHORO.C, T•--------
X
I t2 -'2w 100 1 t21W
.100" ,624 2,
DISTANCE,
3,94" MAXIMUM
3.250' 3,2W ANCHOR HOLE
DIAMETER
'100* '1001 L It'--------j ANCHOR ---------------------J
- ------ DIAMETER+Vi6l. z 0
2XSANGLE CLIP
.624' STANDARD CUP U-CUP O=M kLUM.
M346 ALUM.
CENTER R HOLE MUST LIE 6063-TOALUM. TOPV ON
--1.820* .820' 1-- .620, TOPMEW TOP%11EW
a r---O
---i.820V*I-�: HE DASHED BOUNDARY.SEE
I.25`X3.26'X.100• 1.25'X3.25'X.624' 1.25'X 1W X eZrSHEETS 6-20 FOR THE ANCHOR O.C. TABLE TABLE C,CONT.
MULLION MULLION MULLION DISTANCE MAXIMUMANCHOR HOLE Dimension Voluo On)For Mullion: 01menslonlValuo Qn)j For Mullion:
0005"-75 ALUM. 6005-TSALUM' 6005-TSALUM, DIAMETER:ANCHOR DIAMETER+1116'. F &68T I'Xex F 1.918 125'X 3.25*
X,SECTION X-SECTION X-SE07ION G 1.0110 G 0.5W X.024'
3A69' 5,500'---------- IH 2680 Aluminum H 1.438 Aluminum
2861" TI 3L000 1 1250 Tube Muffbn
.126, .37S' F 3,187 I1X'rx'" F 2.626 1.25'%3.94•
.126 1.877' MIN, 0 0757 .375'
------- H 2430 Aluminum H 1. Aluminum 'n(IOUCT Rl-.VISPD
I f0-00 Tube&-r 3.250 Tube Mufflon I wniplying with Me Florida
2.813 30,say Mull I
IF WX .251 Building Cade
2f L3,217 r4 =
G 60 io� _6 FBa co .0-9
y MWI A"Iipf.NaNo
.1251 H -tii-;O� k F Apimil Gate 45V* 2.2ST I I a2W-1 Tube"IM 1 1,
3V
ct
3.250"45.DAY MULLION 3.250" BLE D POT Part 0
30'DAY MULLION $06346 ALUM. L Muir Dimension \\\\t VNI'l Ajl�j'fl
606-KOALUM. X-SECTION (oheets) Mullion Sid.Clip I ':� & _.......
X-SECTION Offsut Clip U-Cllp I Angie Clip
OM41M 6W5i9M
eM 66S%1IM 6WI122M
(GI OFFSET CLIP VXVX"2r(lo)
4'
-,.2W
2'
2,
2 '3
IE2
3.2
.VIN
.125' 6063-TO ALUM. 11 X4'X.375•(11) 06810 SW112M SMI123M 666242M 6W$ISM
.228"J • 4 98. TOPVLEW VX4•XA7V-r(1I) 66653 686112M 6661123M 666242M BMSIOM
20160 6661i27M 6661124M r46UIOM UBSI15M
NOTES� 74V -1 I.W X3.25'X.100'(13) 51'k ..
THIS 8 1.2S'X3.2VX.624-(i4) 26I61 66131128M ON1125M %MilM 6=118M at • ttj--
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON H SHEET.
11.25'X3.WX.62'r F15) 20162 6651117M (1438`1126M SM41M 666617M
2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Dogma(111) 60649 NJA' WA NIA IrEOR%OA
eww N/A I NJA I
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 Dog 7ol 1A OZ.i IKE,
FL P.E.#58705
TABLE E Mull F 9
Mn311..R .,Std.Clip.P8u# ...-__. 4 125" ®���� �
2"X46X 25a(16 88602 686261M
. PGT K ..
6he6tS i ) 8272M 68851
Mullion Clip ( t r25' k
668272M 6665112M
2`X6`X.25° 17 66604 666262M 88 13M I STANDARD CUP
U•CL1P 2X5 ANGLE CUP
2000• 6063•TOALUM. 2125•LLJ
6083.76 ALUM. 6063•TBALUM. ax
NOTES: XSECTION XSECTION 2000• X•SEGTiON1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125 .125" L 125DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I--1 400`--I I p
HOLELOCATIONS. 1490 0 W
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
5.500•- U
CUT HERE TO
3.500 5.000•
2.000' •375, ''�'''�'�'�'� CREATE FCLIP. 37S' LL! O p
Y �-SEEDETAILF. .375" �L' .375 --._��MIN. On Z ~
MIN. SHEET MIN. p m J
N J
t i I LU
t -____...___ I 2 LU
Of
4.000- Z
.250" -I-'"`"" _ - --I- 3.430• t 3.430° i J
MULLION ; I 3.4 Ur I i Q O
6063.78ALUM. !
XSECTION i + i I ; z H $A Q
�- -- --- ---I--- -------' -- -- L---------------------i MIN. p _
a � N N
L•- STANDARD CLip U O Q
CENTEROF ANCHOR HOLE MUST LIE 6063-TB ALUM U'CLIP.6083.76 ALUM. 2X6 ANGLE GLIP Q p p
CENTER OF ANCHOR HOLE MUST LIE 6053.70 ALUM. p• Z .0) y
.250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW _SED FOR 2"TOPVlEW ON.SHEET 16 WITHIN THE DASHED BOUNDARY.SEE TOPVtEW a p
SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C.
DISTANCE.MAXIMUM ANCHOR HOLE Aa.
NTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE ��
DIAMETER:ANCHOR DIAMETER+1118'. HiN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'
SHEETS 5-20 FOR THE ANCHOR O.C.
5.500" DISTANCE,
MAXIMUM ANCHOR HOLE
---2A00'--j 3.500" utHRF.COP DIAMETER:ANCHOR DIAMETER+1116". ••„
.375' .375' -5.000-
CREATE
MIN. a F_SHEDerA6F. 375
SHEETA MIN.
MIN.
.375`
�-^-----" ------ ---------
-- --
�
i I I I :RGOUC7'REVISED
I comply!ng�vilh the Rod&
! t I I Building Cade
I I I I s t Acmpl NO)6-0'x18.03
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MULLION
0063•T8 ALUM. i No.58705
X-SECTION ! 1 1 I -
; i 1 i i ,375*
IN. j -
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C)�•• sT<la r• i lrr:
.250' STANDARD CLIP U•CLIP 2X5ANGLECUP
606346 TOP VIEW ALUM. USED FOR r XX 6?MULLION.SHEET 17 6 ALUM.
006346 TOPVIEW ALUM. Sr/0NM�i�,`•
TOPVIEW A.LY <S Met! R,P.E.
PL P.15A 58705
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EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114•.THE OPENING REQUIRES A DESIGN PRESSURE OF 460.01.60.0 PSF.
NOANCHORS IN HEAD 1)INITIALLY ASSUMING THATA 1'WIDE MULLION IS SUlTABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32432+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 REQUIRED +
IE DESIGN PRESSURE OF+60.01.60.0 PSF.1F THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
SEE
FROM TABLE 3A,SHEET 7,THE 1-X 2.75"X.375'MULLION(LENGTH=72',OPENING WIDTH-70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.58.3 PSF AND WOULD
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FENESTMTION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION, �j
PRODUCTS SHEETS
APPROVAL �+1+ V
�+ FROM TABLE 4A.SHEET 8,THE 1-X 2.75'X.650'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 12
72" OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
MULLION N
LENGTH 2)USE TABLE 4B 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 2X6 8 m
SEE ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N 8 W
!/ 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 O
sH_EEis APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE .JD LU
3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
Of @ can
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, Ul $
3x'ANCHORS tN�h.N.NN,OwW�–,oSIL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: ra
(60 PSF)X t 836 LBS\=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) J
72 7 PSF I m
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THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.318'.THE OPENING REQUIRES A n
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DESIGN PRESSURE OF+50.01.66.0 PSF. Za r a
FOR THE VERTICAL MULLION: 1-. Q o
1)INITIALLY ASSUMING THAT A T'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105'AND THE OPENING WIDTH IS 36'+36'+11=73'.REFERENCING SHEET 26, Z o
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL W p nC)
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50,01.55.0 PSF,IF THE TABLE OO ES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. U J
MULLv+iDnt--•))-- FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=108',OPENING WIDTH=OW)MEETSTHE DEPTH REQUIRED,HOWEVERTHEDESIGN PRESSUREIS+A15.1PSF a N
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250'MULLION(LENGTH=108"•OPENING WIDTH=807 HAS ADESIGN PRESSURE OF-1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS ,�Z 0
SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS, ,fid
SEE
OETAI[S, �' 0.'
• FENESTRATION $Hz rTS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT.THE ADJUSTED OPENING WIDTH IS 36'+361+2-T4',NOT 73'AS PREVIOUSLY
PRODUCAL ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
APPROVAL THE 73'DIMENSION(35.112'+35.1@"+2'=73').
s_ j 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.W THIS EXAMPLE.ASSUME THE POURED
YERilCAL! _ t CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8"•CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION USING THE STANDARD CLIP WITH(6)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-11Y GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER•AND
LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
6 DETAILS, DETAIL E.
OPENING SHEETS 23 SHEET 3 FOR THE HORIZONTAL MULLIONS:
HE
FOR 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
It httl LION 7x• /,{ MULLION TYPE COULD BE CHOSEN. PRODUCTRBVISED
1)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT IS 32'+72'+2"=1061.REFERENCING SHEET 25.THE COLUMN USING TRAPEZOIDA ffRtANGULAR LOADING MAYBE ai 0P°IPiyr^8 jylIb 9,0 FiWI&
USED.FROM TABLE 12A,SHEET 16,THE 2'X 4-X.260*MULLION(C LENGTH-42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE Ac s dbig da Ira-021 a.0,3
SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. pipI Nato /xpry{
AILSSETS 2)USE TABLE 128 TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE(- By t
23 WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH .1 Dade trodud
(4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF I-GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \t I![!!r
ANCHOR CAPACITY OF 521 LBS.
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MULL LENGTiI MULL LENGTH—•""!11 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 120 FOR THE U•CLIP SHOWS THE ANCHOR M1``�s'�,••'y\GENS '•, � !,
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE
OPENING WIDTH FDR VERTICAL MUU. ANCHOR TYPE IS A#12 STEEL SCREW. '11 5$'105
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
+1-64.7 PSF FROM THE VERTICAL MULLION;
+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU;
+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION}. - o'.• S"ATE 0
THE LOWEST DESIGN PRESSURE IS+1.84.7PSF AND WOULD APPLY TOALL OFTHE MULLIONS. %'��'•fi1CTRR0?.•'•(;�'�
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION /ON114.
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYf4N Mille,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL FEN 58706
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: gg
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LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION i f f a f to �j O
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 / / j / t0 10
SOD ._ — ...... Z
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LOADING OF VERTICAL MULLION
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j LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d .-ted.
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LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OFWtNDOWSNOT ANCHORED WITH INTERSECTING VERTICAL MULLION
PW PW HR
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
. .-.—.—. MULLION
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s HINGED NOTES:
DOOR PW PW I iikmUCT REYism
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_ t)DRAWINGS ARE gviidir,g Code
RERESENTATIONS OF TYPICAL Acoeplsiee M p3
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PW CONFIGURATIONS NOTSHOwN
MAY BE EXTRAPOLATED FROM Miran' a hoduU
THOSE SHOWN.
f 2)IF THE LOADING TYPE CANNOT
BE DETERMINED,USE
PW j PW RECTANGULAR LOADING. y j��-•'�„�GFIi3F''•Ch+
PW 1
3)SEE PRODUCTS'APPROVAL FOR "''�; No,'8705 rt '
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ACTUAL ANCHOR LOCATIONS,
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LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION /• 1 r
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j `"✓ `r % "'D •� 4 O
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LOADING OF VERTICAL LOADING OF HORIZONTAL A.�L'KNN , Rj dlE.
MULLION MULLION FL P.E.#68705