HomeMy WebLinkAboutProduct Approval (4) M IAMDADE MIAMI DADE COUNTY
M PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
PTANCE OA www.miamidade.gov/economy
INg;n�gC.EIPTANCE
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code. including the High Velocity Hurricane Zone:
ION: Series°°PGT"CliRped 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 10/10114, 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.
NOA No.16-02-18.03
MIAMI-DADE COUNTY Expiration Date: May 26,2021
Approval Date:April 14 2016
Page I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitter)under NOA No.10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
.through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, 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 ander NOA No. 10-0819.05
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 51h Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Manue e�ez,P.E.
Product Cont oI uaminer
NOA N . 6-0218.03
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and scaled by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., -approved on
02/12/15 and expiring on 05/26/16.
Manuel ,P.E.
Product Cc I 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:
NONIMPACT LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BYAN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES-_.»._....._.__1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS........_..._,.„_.».._,t o
FIGURE I: ELEVATIONS—......_......».._„..».„...1 WIG
MULTIPLE FOPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD..»___._.__.2 E a j
MULLIONS —.^ INSCROEDINSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO IX MASONRY_,.__.-2 ok O
SEE DETAILS INSTALLATION NOTES__..- 2 4�
ARE.
A G N; RECTANGULAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CUP. MULL TO MASONRY......_.._._._.,3
_ EETS 2J SHAPE MULL TO STEEL STUD...........3 N
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_....».....__._..__...3 5 m
DESIGN PRESSURE,MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 1.1180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS...... (A r
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS-_._,_�..4 y W
IN BAY MULL INSTALLATION _4 O
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2X.126 MULL SPECS___6 J �
// 1 7Q ” t X 2 X.376 MULL SPECS.__.__.__6
t L
INSTRUCTIONS. Y
L 1 X 2.75X.376MULL SPECS..,.._„7 <Y 9 N
SEE DETAILS � 1X275X.6S MUG SPECS__„„....8 Z �9
ATHRU G: r ;Y j i _ 11 i _ 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND t X 3.126 X 50D MULL SPECS.-_9 tU O O
SHEETS 23 �- I /1�nlRu c;� CHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X4 X.125 MULL SPECS.___._10 =
ONLY 7W0 ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOW EST DESIGN t X 4 X.3767UBE MULL SPECS....71 I.- Q .)
III fl
SHEETS TJ 1 X 4 X.376'T'MULL SPECS..._..11
OPENING > J
1 1 1 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 726 X a1BSx 265 MULL SPECS.„12 O
Mme' HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S), t X 325 X,824 Mutt SPEOS....tA z
LENGTH HORIZONTAL 126X 394 X.624 MUUL SPEOS...-15 $'§ W
SEE DETAIL Iy MUG 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS.MUST 2 X 4 X 26 MULL SPECS_.__.-.1S � ��'o LS y
-�ST3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2X8X26MULL SPECS............17 r
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED 70 PREVENT 120 X 2-11 X325 MULL SPECS_.18 � W
REACTIONS. 30'X3.26 BAY MULL SPECS_-19 y 11, Q c”' O
45'X 326 DAY MULL SPECS_...._.2D � O y r
MULLION&CLIP DIMENSIONS.,.„.21.23 F- Z
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS EXAMPLES 7&2,_.....»..._.__„_..24 Z 8 r
PROWNYTYPE LOADING EXAMPLEs_.._._....__..26 co Q
CTS MAY
BEST ANY TYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W W Y
III
MUST
TURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACTAPPUCATIONS.MULLIONS ARE ONLY TO BE USED WITH y (1) co
I1
BY PCT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U`
i 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7_ O. O y mN W
III ,/SEEDETAILS O
i HORIZONTAL `'' A-D,G.H: 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
h--- MULL SHE"82-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
LENGTH HORIZONTAL
MULL
N
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING 714E ASCE-7 STANDARD.
LENGTH
Y--OPENING WIDTH--I F -'HOarL MULL LENGTH--»I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
I I 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAW OR-TRIANGULARITRAPEZOIDAV.
I° OPMGKFEMNG 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(t.BSIFT=i FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUC[REVISED
1! 1IIt11FOR L!I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THEas oamQtyin2wRh0 a F1brid+
H r H MUG f' Ho102 vERT. MULLION CAPACITY LSS” OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT LBS/FP R A=ptBuilding Casa
HEI p LENGTH ( I FO THE OPENING OBTAINED W pereptas cc too 1 4249, nr
MULL MULL L STEP i). Picot Oalc 2�y
6)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBSL THIS VALUE By
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. Miami Product
SINGLE MULLION SINGLE MULLION OPENING WIDTH f
FORVERTICAL Must 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �A��AL y LYNN
,_,' OPENING WIDTH ANCHOR/SUBSTRATEIANCHOR-CUP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �� SON • •••. /CI /i
FOR VERTICAL MUG CAPACITY IS MET, :�'1�:' {CENSE
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE 1 ABOVE 7)IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT'}FOR THE ND.58705 'yr
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA”TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE -
STANDARDS USED; 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FTI)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ''�, ,1U^
+2014 FLORIDA BUILDING CODE(PBC),STH EDITION TE F lU
*ANSNAF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIM OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION '�x”•'•.:A"IORLDP. �.`�
*ALUMINUM DESIGN MANUAL,ADM-2010 FBRODUCTASSEMBLY. ,fiSti..,,ppp,,.
►AISI-SIOM7152-2070 )HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. A�L�4%M( },y�FE,2�L4`4�£.
FL P.E.y�,.58705
ce
DETAIL A: DETAIL B. MULLION i• $
MULLION TO 2X WOOD BUCK L�11 MULLION ATTACHED TO iX allCKSTRIP TYP.ANCHOR 4
OR WOOD FRAMING WOOD BUCK AND MASONRY AND PERSUBSTRATE, g .
(OFFSET CUP SHOWN) (STANDARD CLIP SHOWN)
ATTACHMENT SEE SEE TABLESIO.168 d
i SEE tiOTE f, cy
-I 1 a
UWON
1
I � I
EiTHERTHE �`� 1 1 { 23 FOR HOLECEE SIEETS
IONCRETEI OR CNN'• EDGE
STANDARD c I OCt.TWN3 '
-,_„�-.DISTANCE. Til
OFFSET MULL EDGE - e "1 SEE SEETA8IES _
CDP MAYBE i DISTANCE - i n FOR MASONRY fe•tee
7NSTALIED SY I I! FOR WOOD °- I' FOR MASONRY ry$
TNSS METNO� a ° SCREWS 1 I i ANCHORS LU Q O
SV MAX FOR "°a d I 1 SIDE VIEW Tn M
.. a ALLMULUONS P
ZO (O J
. ' a
rElR THE 2.-
e a ARD (r•� x
.so T MULL Z 00 yy
4. a no +--•' AY BEEXTERIOR ae LLEDBY WWEDGEETHW �Z
FLM ° ea - O
MASONRY o Z
,a THE#FSETCLIP IS ANCHORS _ � O
n RECDMMENDF1i FOR - {. Q~Q' gp fir.
EXTERIOR 4 FW-FFNMED n.� a J u
WINDOWS,BUT MAY _
ALSO BE USED FOR � r
OTHER FRAME TYPES. � �
to t7 to
a a o a
� z
TYP.ANCHOR TVP.ANCHORS�fL.
TYP.ANCHOR z—PERSUBSTRATE, PER SUBSTRATE,
PERSUBSTRATE, / SEE
TABLE 1B-165 SEE TABLES 18.168
BL
SEETAES 10.168 // EDGE/END
SKST
E BUCRlP
SEETABLES ST
EMBE MENT BUCKSTRIP 18.160 .,: ATTACHMENT
.., .,..:
AND
EMBEDMFM• * BYOTHERS,
�.' SEE NOTE I,
BY OTHERS. SHEET t.
ATTACHMENT
SEE NOTE I, :.�;•. .. ... -•
SHEET 1.
r, Mad W KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW nRoDUCT REVISED
FRONT VIEW a!complying with No TlOfirtr
Building Code
Acotowco No Ct1113.0
INSTALLATION NOTES:
Ex Iran Deto +2021
By
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Miami da rooduct
REP uu
OVE ARE FOR
TATION
ONLY BECAUSE HE ANCHOR CAP CIITY SI BASED PARTSHOWNTLLYYONTHE ANCHORORIAL TOANCHOR DISTANCE THE ���� pC�,VYn
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TOTHETA BLESONTHE ��:• y1CCN5E'•.•{'
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
' No.58705
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.
N
„
4)WOOD BUCKS ARE OPTIONAL.SEE DETAIL C,SHEET 3.
�'CJ S” FL
5)FOR MASONRY APPLICATIONS W DADS COUNTY,USE ONLY MFAMFOAO£COUNTY APPROVED 'SOC,•, •jel Oi t1DA ��j,"•,
ELCO ULTRACON OR ELC01/4"S.S.AGGREGATOR MASONRY ANCHORS
A.C%N1M)LLElk$.E.
FL REN 58705
DETAIL E: BF
.12VMlN. MULLION TO MULLION
DETAIL C: INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP
TAS ) -
INTERSECTIONS.
MASONRY
STRUCTURE 1)MAY BE INSTALLED IN"TEE"OR-CROSS'
N I I
SA DA iD CLIP
P SH 0W N) "oo �': t2
VAI[ES 9�E
2)MAY BE INSTALLED HORIZONTALLY
(SHOWN)OR VERTICALLY,
TYP.ANCHOR C4
EITHER THE' I t PER SUBSTRATE,
STANDARD OR ISEE TABLES 19-138 3)SEE ULCLIP DRAWINGS,SHEETS 21-23
FOR CORRESPONDING MULLION, W
L
TOP VIEW z
CLIP MAY BE I I EDGE
DISTANCE; —MLIUUON 0
INSTALLED eY II
OR
F MASONRY
ANCHORS VAMMES _j w
IH28TEELSCREWS,
SELF-DRILLING OR PRE-DRILL
MULLIONANDUSESMS
w
In U)
4— MULLION z
EXTERIOR 0
4
EDGE DISTANCE q THE OFFSET CUP IS N m
FOR MASONRY Z
,a WINOtOWB,UT MAY ION 2 "I I
ANCHORS RECOMMENDFA FOR ZlNrrERSECT k7 R:
. A1508E USED FOR Z
U-CLIP EXTERIOR LU
NZ
LU
TYP.ANCHOR •
PFRSUBSTRATF, 4 Ic 0 z C4
SEE TABLES 18-139 TYP.ANCHIOR M OLELOSHEETS 21-23 FOR co a
BUCKSTRIP PER SUBSTRATE. Lcn -,Ltr
" CAMONES
AND SEETABILES18-130 FRONT VIEW EDGE
ATTACHMENT DISTANCE w
__j
SEETABLES 1 t
SEE NOTE 1,
18.178 Q0
EMS SHEET 1. z Q
z
EDGE fb r
(J
�_�I'STTANCL SIDE VIEW ixm10
It
(,CN77KSICONCRUEORCMU 10-138
.
MIN 2JKSl CONCRETE OR CMU
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: /-STRUCTURE
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES 111-11311
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION SEE SHEETS Q PRODUCT REVISED
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR m compiyingwiththe'I
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building
-D,EITHER THE STANDARD OR INTERIOR CLIP USED. LOCATIONS ptall IG-cozia-&Z'
FOLLOWING SHEETS.FOR DETAILS A CL I- A. =--Dataaizrft
MULLION BKplmt[Do
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HIEXHEAD OR FLATHEAD.-
BY
4)WOOD SUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. cl
EDGE
6)FOR MASONRY APPLICATIONS W MtAMI-DADE COUNTY,USE ONLY MIAMI-DAVE COUNTY APPROVED DISTANCE
ELCO ULIRACON OR ELCO 1/4'S.S.AGGRFGATOR MASON RY ANCHORS. FOR STEEL STUDS THINNERTHAN SEE TABLES wIN Af1t,
vo ........ 4"
FRONT VIEW 10 GAAND COMPLIANT WITH THE Ft.BUILDING 35
CODE,A 2X WOOD BACKER MUST USEM
ATTACHMlENErSYOTHFRl_ 58,105 pit
USEWOOO ANCHOR SPECS SIDE VIEW
EXTERIOR
NOTES: 'r
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD
El C
OF
ANCHOR VALUES MAY BE USED.
I'LoRED C,>
2)SEE CORRESPONDING MULLION TABLES,
i
SHEETS 5.20,FOR QUANTITY OF SCREWS, P.E.
FL P.E.#58705
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP SAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) 112
$
SEE DETAIW AE, 30'OR 45'
SHEETS 2 AND 3 FOR INSTALLATION BAYMULE 12
TO SPECIFIC SUBSTRATES.
N
MULLION
a
0 o DOO
0 0
O O O O O O j tU
O O TOP VIEW :a a to
I W U a O
SIDE
m
SHOWN WITH VXE4YX.125• TOPVIEW
1 I
MULLION n?ANCHOR
l I I /—PERSUBSTRATE. U m
EXTERIOR !� I ; i / SEETABLESIOSOR16B z
STANDARD MULLION CDP i PEER SUBSTRATE, EXTERIOR (/) Z
MODIFIEDTOFITFIELD j SEETABLES 18448 m 11 j j�.f Q Z T Nr
CONDITIONS. i q I I vI—
I 2'X
2WANGLE
PERMULDON ENO. 2" Q 6L p
MUST BE ' {} N
I i ; I I I WSTALLEDINSIDEOF BAY MULL � 1,-,ia2�O
MULLION I (
2•X5•X.125' F W N
I t ANGLECLIP, 0 0
1 I t O O
2 PER MULLION ENO, Q `- zi i ! MUST Be INSTALLED 0.' s. co
i I 1 I INSIDEDi MULL
1
l
TYP.ANCHOR
ER SUBSTRATE.
SEE TABLES 18148
INTO WOOD,
I..-� STEEL,ALUM
INTO WOOD,STEEL, STANDARD CLIPTOBE EXTERIOR ORMASONRY EXTERIOR
ALUM,CMUORMASOHRY MODIFIEDi!•FIELD.
EXTERIOR
O fRODUCTREVISED
peg f M complying with the Florida
Building Cods
INTOWOOD.STEEL. A%Vp4afinNo VP-G$1$•p"3
-�� Expiration DateZ'
ALUM;CMU OR MASONRY EDGE '�.f
Z
DISTANCE Mi.i do Frodect
ANCHOR
DISTANCE -- >r
_4D_
�_�� iL1\1 f rfff
PER ANCHOR I NOTES FOR INSTALLATION OPTION G 8 H: `�� C�,�t„YNt'1 r'�g�1t Irr
NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ,tS�;'41C,Et4 Sk •' •fir!
1)DETAIL ISNOT APPLICABLE FOR THE BAY OR 1,26"X 2.11•X.126"MULLION. 2)DETAIL G:SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE NO,5fl705 ;
LOCATIONS. Off
2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3)DETAIL H:SEE TA8LE5 158 OR 188 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE / U./�•Cl' ` L,LOCATIONS. 4
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. rr x,'-. FLORLOA••�C�
E.
FL 68705
TABLE 1A
Mullion CapWty Tablee1Rt
Opening Wld1h(for nedicaity-spam rg milorfs)or Opening Height(forhorizortallyspartdr q murfons)
601- 609+ 70). 801n 90 in 100 in 12010 t4a in 160 In u,
Retiangtkn Tapfi4up, R4cMn4h44r 77W1TrIa0C. Reet840x I lnpfTdanp. Regmegilyr TiBptl'dV4 Rechngi/ar TfTdwg. nrtRdgTnpdup.en
gw
1X2%.725 tmdp Loan4 L-dp Loading taenLe4dp Adnp LoeheLoading Loadn9eR4tl9igltlef iFpVTdang. Rettenp4er Trep110ag. SAQi
lenDhhp Loadnp loadnD taadnD toadnp
Alum.TubaMufflon _ & _ & & a _
Ln
� IN-
to u3'm Itj
421- 111.4 403 10.6 332 93.2 Na 115.8 325 79.9 406 107.8 321 69.9 406 104./ 319 821 408 104.0 310 55.9 400 104.01 319 146.0 405 104,0 349 30.9 408 INA 319 33.0 408 704.4 319
4810 74.9 312 63.5 258 82.4 3f2 73A 252 63,8 312 67.0 248[46..,,011 312 632 248 41,6 312 61,3 244 31.5 312 61,0 2N 31.2 312 01.0 2N 28.8 312 61.0 2N 23,4 342 Bt.4 2N
60.625 to 03.9 281 70.0 2M 032 28f 01.6 228 45.8 2Si 85.7 224 261 321 2X2 33.5 287 80.1 220 31A 281 40.3 219 26A 281 49.3 219 22.8 281 49.3 210 20.0 241 49.3 210 W O L O
iNh 62.8 247 51.5 201 43.9 241 49.6 202 37.6 247 N.8 109 247 41,5 198 2A2 241 39.4 104 263 241 38A IN 2tA 247 341.1 183 158 247 351 193 10.4 247 38.7 193 m C380fn SBA 200 41.2 170 32.0 200 33A !88 27A 200 31.5 183 200 28.9 780 21.3 200 27,1 189 19,2 200 289 137 18.0 200 25.0 158
J 631n 33.1 181 39.3 155 27.6 181 30.3 152 247 161 26.9 149 181 24,5 148 70.4 701 22.8 1N 18A 161 27.7 14310 28.8 185 30.0 142 24.0 _105 26.1 130 20.8 163 23.1 136 163 21.0 134 m
$$x
721. 222 134 23.1 !20 158 738 !$A 176 ma 130 175 lie j W
7810 18.4 125 1 79.7 199 157 125 168 107 J r
7810 17.81 tie 1 18.2 1 104 1
Z = r0
TABLE 18 ANCHOR CAPACITY ADJUSTMENT FORMULA: FQ.• 2 .Z p
Anchor Ca ael Tabla lbs ANCHORCAP.,,,,,,,,, 44
8,tomie 2.7k Carcrelo 3.5k Caro, Hoaa7CMU F9ad CMU PT V1oed mow (DP_)X =ANCHORCAP._ rra
5116'Eka 11058 Etta&W Eteo 714•SSEka 0t0Steol 012 Steti 072 Steel MULLION CAP.,,,,,,,,, W
ArcMaTyM 3716'ESca texcon 114•Eke unracat 3118'Rico UOaton U4'Eko UWea1n X
ARohotCgpPOtfem6 u8rrcon Aa.oatae VII-on AppreWor Stuw(G5)Samv(g5) Saew(051 USE THIS FORMULA TO OBTAINTHE'ANCHOR
EdOO Ckferoe 0n): 1• zlrr r 2-11r 3fro• t• 24w r 24/r Y 3-Ur Y 0.44' 4.54•" 0.320 CAPACITY REQUIRED'CORRESPONDING TO AN U
Emfednahf(kt. taro• faro• 1414• 1.314• 7 taro• 1.174` Wtv 1.114• tato• 1-114• Y lata' 14V >ada. ACTUAL PRESSURE REQUIREMENT FOR THE O O
2Archors®4.73'Min.OR.1 SI-Wam of OUR C7fp(Fig.t}: 390 me 390 roa 450 ft 890909 1644 ars N0 m3 no iw 3549„ 740-IU 374770 684 roe 945 As 341 ias 44271$ 5aace OPENING,WHEN IT IS LOWER THAN THE MULLION Z
4 Arohm 01.15•Min.O.C.t Slandpa(or Met)C9p n.27 48011n 700 an WA WA WA WA 380 IM WA WA WA WA WA 852 im 865 fha 1120 6w CAPACITY(FROM THE TABLE)OF THE SELECTED , ' m r0
4 Aechons a 7 Mir,0.0.1(2)246A"C31Pa/1Fq.33 780164 700 me 8S61W 156oite 18M05 540 saa It. WA 760 ke 74afm $01ds 1892198 682 fee Mtn 1120 I MULLION.IT WILL YIELD A MINIMUM ANCHOR 8 a �
z grclgn t9 0.45'M n.q.t>t t1 pq,hte.125`A um.tFq,l WA WA WA WA WA WA WA NIA WA WA WA WA WA NIA 715 fon CAPACITY WHICH MAY BE USED TO QUALIFY -'
f Andwr 1 r-4;9wp(Flp.5Y. 19s ma 193 9s z25 m N5 me 622 ma 135 tss 101as 177 an 470 me 18701 332Ibs 473 m4 n0 im 2x7 frs xsp roe ADDITIONAL ANCHOR OPTIONS FROM THE
2Antirors t,i5•NhO.ClFRip(Ftp,e7 240iae 35070$ WA WA WA WA !80194 WA WA WA WA• WA 3/11ae 442Ias 600 h3 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:
FRCOUC'T REVISED
T� ' • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. sa complying with the FtOrMa
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
-�••� 1A00' t••- eoi(dingCode A
Atcepiathcc
FIGURE 3: NO ��`�•�
^- -! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, E 7017 Dme !
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 RESTRIC71ONS SHOWN ON SHEETS 21-23, 2,040' Mhami a
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS, ,125' fit\ 7h
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �.`i (LYN .:i/Iles rf��
FIGURE4,. FIGURE 5: FIGURE 6• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED ``����.•y�GENB@•••.P
YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6053-T5 AND BEA MINIMUM OF A25'
THICK.STEEL STUDS TO BE AM GRADE 33 AND THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT t'X 2'X•725•MULLION 50705
LEASF.125`THICK AND A38.AL1.L ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND Z• No
' 1'h� "
• THE MATERIAL.#10 ANCHORS INTO WOOD MAY SE STEEL,18.8 S.S.OR 410&S.
FO
/A.7 YNN+M144ER,`�b E. 4
FL P,E.#58705
TABLE 2A
Mullion Capacity Table bafte o � Y
Opening Wldth Vor wNQaR*pspenring mulions)or Opening Het ght(torhodzonIa*spalring mullions)
Win win 7014 1eoN 1 In 100In 120 In 140 to 193in O
R4eia40e1a7 TtWTfWg. RUIWVW.r I IMpUliOna. RftWrq ar I Tra#TAarg. Reaalgt4ar Tnp7'Aami. Redan9ular Tm}YTA.rg. ReeWgWar TM#Tdag. RVA.Rvulu TrMprrdarg. Rectangular TrepMaW Rec4.rgaiar TrapnAeog. d F
ium.Tub LOadag toedttg Loafing L4aeirg Loadi09 lna9ng Lro3�0` Load" L-aft loatlinQ Laa84g L030t9 L8a01n0 LoaOinQ toa0ri,8 Laadln9 tpadyg LoaG3rg 4
mullion
r
42 N 170.0 620 170.0 435 151.3 fiat Von 478 12117 662 170.8 We ii3.6 661 16.5 518 1OQ9 562 5fi&8 617 Me 68'2 16119 517 75.7 562 168.9 517 64.9 662 108.9 617 56.7 502 1649 617
4BN 121.6 601 139.0 419 101.4 507 119.2 410 ea9 Sol 100.7 403 Me 607 1028 399 67.6 507 99.8 397 60.8 547 96.0 398 60.7 607 88.0 399 43.4 607 99,0 396 3aQ 507 89,0 398 -1 LU
50.825* 1037 456 1146 379 86.4 4889.9 3M 741 458 90.6 369 84.0 456 84,6 350 67.8 458 81.3 357 6t8 458 80.0 3W 432 466 We 356 3T.0 456 Me 350 324 466 80.0 We D'& CO)
54N 85.4 400 933 Me 7112 400 608 328 81.4 400 727 322 51.4 400 873 318 47.5 400 64.0 315 427 400 023 314 35.8 400 61.8 313 30.5 400 81.0 313 28.7 403 61.8 313 LU
DON 623 324 66.9 270 51.9 324 575 270 445 314 $1.2 264 38.9 324 4&9 260K"49"
3.9 257 31.1 324 420 255 2&0 324 40.5 253 222 324 40.5 2S3 1%5 324 40.5 253 411
3 03 N 53.8 284 57.4 252 448 294 49.2 240 38.4 294 43.5 241 33.0 294 30.8 237 .1 234 28.9 204 35.2 232 224 294 33.5 230 182 294 33.4 230 1&0 294 33.4 230 _
66N 4&8 26a 49,9 230 39,0 268 424 225 33.4 268 37.5 221 29.2 268 34.1 2161.0 216 23.4 208 29.8 212 19.5 268 2e.0 210 18.7 268 2T.7 209 146 288 2T.7 209 7 �,
72N 340 225 37.9 1186 360 226 322 181 247 225 2&4 188 726 275 25.8 1856 182 1&0 ?25 221 1e0 Tr 72S 70,3 177 129 226 19.0 178 11.3 225 19.8 176 Z �P
78N 30-B 202 37.0 f12
HMOt212 173 21.9 202 23.9 170 19.2 202 21.5 167 .7 165 143 202 t44 183 128 202 18.7 180 10.9 '261 149 158 9.0 202 148 156 Z.3 101 796 18520.7 192 220 162 17.7 182 107 159 .1 117 142 182 16.8 755 Its 192 15.2 152 1Oi 1192 144 150 &9 1$2 14-2 f50 _ Q
Sol. 1&5 144 19.0 129 h _ < N
80 i4 142 127 16.8 173 �,[ Z N O
h to
TABLE 2B
AnchorCa ac ANCHOR CAPACITY ADJUSTMENT FORMULA: H S c+ T
Tabk Ibb �
sw*ttMte: 27k connote 3.6k caro. Noo"CMU Fated t2du PT tvo0a Meal (Op„)X(ANCHOR CAP.,,.,,,,, ANCHOR CAP., iY X X
511V Eka 114•s9Eleo Stia•ELro 114•33fto Y108teei WSted WSW
*MULLION �3
Amhc4 Tyre: 3t18'ESco tdbacm 1/4'Ek.wOMaon WIVElm Ua.. 114'Elcoultmon J(
AnehorCOpPaltame UBtncon aggtetfMia wlr4can AgpeOatar 9uex(o5)S4rew{G51 Setew(&5) USE THIS FORMULA TO OBTAIN THE"ANCHOR O
Edge DIsiame on k P 2-tre P att•T 3-Im t' 2-fre 1• 2•tm 2^ 3.116• Y 0.4a• o,54• 0-324' CAPACITY REQUIRED'CORRESPONDING TO AN 0. Z ,rJ} cA
Emt4dnrnt tmk 1-3u' fav 1.374` 11314` Y MAN` 14/4' 1-VC i-Ite t-114' 1414" 2' t tta• s-3n)•- lank* ACTUAL PRESSURE REQUIREMENT FOR THE
2AnanaM®4.TS MN.0-
- -c' a�(Flg•tk 398 ma 398 ms 453pq We m* 16441011 2709' 2006» 3M Ws 740 Sbs 374 lbs 6049x0 WO-;b. 3412* 442 m* Noma OPENING,WHEN IT IS LOWER THAN THE MULLION - £ Q'm0:
4Ancma91.IVSimO.c,rate ndad(oro5aega5tFg.2k 4e40s 7oamo wFA-- WA WA WA Wr WA WA WA NIA VA 602 rot BB5ro* lug o* CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anchaea3•k1N.O.C.1(2)245Angklagtet(Fq.3k Mao as reams 6m ms 15009. 193oma 540 ba 5w ft WA rsgft 74ema WOO 1892 ft 0829w ab5roa tuom* MULLION.IT WILL YIELD AMINIMUM ANCHOR
2 Andra*00.45 k`k1.QC.t U-Ct/p,hro,125•Atam,(Fig.41WA WA WA R+A WA WA WA WA WA WA WA WA WA WA 71516* CAPACITY WHICH MAY BE USED TO QUALIFY
1 Aran«rF477p(Fq,Sg 19s 7» les mf
mks 445 s,. ez2 fm tis w too ma m ms 3To ao 1101 m. 3321511 4731eo 170 ms 221 IN 20 b* ADDITIONAL ANCHOR OPTIONS FROM THE
2Ancha4Q1.15'Ltm.O.CJ FC7IR(Fkt.ak 240 m* 350 ma WA WA NIA WA 190 mt NIA NIA WA WA WA 341 m. 4420u 66012* ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP-
FIGURE I: FIGURE2: TABLE NOTES: eM ODUCT RBVISBD
comglYine with>hoFi0ciAln
• �� •
1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, Buildurg o
-'•� 1.000• r- ActtptanW Na -D •A
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, Eap)tMSion Date I�,ps�(
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDR3R OPENING WIDTHS IS ALLOWABLE. Dy
FIGURE 3: Miami t6ohtet
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23-
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N(LYN'1R- tff�f
"\O..
ANGLE CLIP MUST BE USED IN PAIRS. . e� `tCEtdg�'•.,FP
R)SUBSTRATES:CONCRETE SHALL CONFORM TO ACi301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED ll�i'' z T
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AS7M G00.WOOD SHALL BE PRES5URETREATED T 7c:•
FIGURE 4; FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125° i No.60705 _
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND A45°THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT t`X Y X.375'MULLION !?
LEAST.125•THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -"U GC iY w
• ` THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. %�•'. �• � � •�U
S :TE F
w,
f'r,sYOh'V611. .�.
A.L11NN MIhilEk,P.E.
FL P.E.#58705
TABLE 3A
Muillon Capaclty Table b6182
Opening Width(forvericaily6par"il mWlons)orOpon)ngNeight(forhodzonta*spervingmdUors) ����,�,7777~C'
601n M In 70 In 00 h 001n 10041 120 in 140 in too h 3t p o
Fi.ImIgu4r TMndmg. Reeta19W Tmprrdeng. Recimgetm 'OeptTd°nZ Rnaatgutar Tmpnnanw R"Iwwtar 11rWIdan9. Redmques TmpRdano RacmnO.rtar M-041m9. R4dongaar TtwTdaa9. Reamgdar lwTilM& n
�
I x 2.75 x �mgng Loaft Loadng Lasdng I adng LaaAlp Loadrg Loadn9 Loading Loafing Loadng Loat&Ig L0u4g Loada9 Loadh9 l.osdl9 Load19 LMOAV �,ye
.37aAtum.
NWDIon eT y E $ tS$ $ C', m F
LL1
hN{•.
42 in 170.0 020 170.0 43S 170.0 744 170.0 478 170. 50
0 868 170.0 0 170.0 992 INA 619 1700 1118 1700 621 Me 1240 170.0 621 148.7 13Ot 170-01 621 127.6 1 1301 170.0 621 111.0 1301 170.0 521 H ILL
481. 170.0 Joe 170.0 524 170.0 660 170.0 IIM 170.0 992 170.0 680 170.0 1133 170.0 681. 161.9 IUs 170.0 077 USA 1139 170.0 660 113.9 1439 170.0NO 87.0 1139 170.0 Bao MA 4138 1700 880 W
50,6251. 170.0 747 170.0 663 1700 ass 179.0 831 167.0 1032 170.0 604 146.0 1032 170.0 723 130.5 1032 1740 1147 117.4 IOU 1700 756 979 1032 1709 756 US 1032 170.0 760 73A 1032 17MO 756 •r''� �� �
7 p Q
64 h 170.0 707 170.0 012 161.3 907 170.0 691 1382 807 164.7 730 1209 907 1526 720 107.6 807 745.0 714 OSA 001 141.1 710 60A 907 140.0 709 69.1 907 1409 709 60.5 '90'7 140.0 709. EQ 0,3 }-
000r 141.1 735 161.6 625 117.6 735 130.3 611 100.6 13S 116.0 599 882 7M 106.2 590 75.4 735 00.6 683 70.5 735 96.1 575 58.0 733 91.8 574 50.4 735 911 574 44.1 735 87.6 814 �~' 4 14
63 h 121.9 60 130,0 670 101.0 N 171.5 557 87.0 868 98.9 547 70.2 We 90.1 536 67.7 660 53.9 WI Me We 79.8 026 60.0 668 76.6 621 43.6 We 786 621 301 SW 75.8 021 M-LD E)
to 65 in 108.0 607 1124 $22 88.3 607 68.1 511 75.7 607 05.0 501 682 607 T7.1 403 50.8 607 11.5 468 S30 601 67.6 461 44.2 607 83A 478 379 607 02,7 474 33.1 607 62.7 474 6.
�° K p
72h SIX Sig M.8 443 680 610 73.0 434 88.3 fO 64.3 4211 51.0 610 57.0 419 46.4 510 53.3 413 40.8 610 50.0 406 34.0 SID 43.9 402 292 SiO "A 398 25.5 610 44.3 399 � N}P' '8 6�
762' 69.4 459 725 400 S7.6 458 61.7 382 49.6 458 64.1 365 43A 456 45.6 '378 2aA 40 44.6 373 341 458 41.6 3M 289 456 37.7 362 24.0 458 38.0 339 21.7 458 35.7 330 .4
781n 042 435 67.0 391 M.5 433 NA 373 45,9 435 49.8 We 40.1 435 44,7 300 35.7 436 40,9 355 321 435 38.1 351 26.5 435 34.4 344 22,9 435 328 341 20.1 435 322 34D r .-
90 M 41.5 32T 43.1 200 34.0 327 344 2M 299 327 31.0 280 20.1 327 20.3 273 23.2 327 26.7 271 209 327 217 2M 17.4 327 21.0 262 14.9 327 10.3 268 ^r_^ Q N
r1 } O
9614 34.4 287 35.4 257 20.7 287 29.9 262 24.6 267 28.0 240 2f.6 261 2J.4 241 19.1 297 20.0 210 17.2 267 tA3 237 14A 287 16.9 232 ,x, -4O
to
IOetn 242 227 24,7 2M 20.2 227 20.9 201 17.3 227 16.0 190 10.1 180 S8S W
Ill In 223 275 22.7 194 10.8 215 18.1 191 15.2 215 10.8 188 a ~
1241. 17.6 !et 47A 1
67 >C Q
TABLE 3B - ANCHOR CAPACRY ADJUSTMENT FORMULA: O`t a r '`y N
Anchor Ca ad Table fibs) ANCHOR GAP.,..e. m 0 s 0
S.Wtww 2.7k Co Tito 3.5%caro. Ham Cm Faed CMU PT wood fiktal (Dp,)X( ANCHORCAP_
`MULLION
&t$Eko 1t4.9S Eko u18'E1ca 11CSSEko 810 Sicet a1291eN 812 Stetl o
Anchor Clip PattemOri0rtypa 3116'Eko W9eco1 iq•Eko UlirOgm 3/18'Ekot9traean 1/4'Ek*wtraem
Utueem AgpmGwM mtmean AaOmOatar Semv(05)5enw(05) saxiw(C5) USE THIS FORMULA T0OBTAIN THE*ANCHOR
Edae0.1aaceit+k I' 2-11r 1- 2.7m 311'6• I- tNiffM17TIM
2AW r 3.118* 7 OAA 0.51' oaz4' CAPACITY REQUIRED'CORRESPONDING TO AN
EmWdmmt(1.L talo' 1,314' 5.314• 1,3H• r 1.114• 1.114• VIM* 1.114• r 7418' law %deo ACTUAL PRESSURE REQUIREMENT FOR THE
?Aaolwm A$4.75•Mb.o.crslanearaaroaaclap{Fq.U 390 gn 390 Af 450M 0902. 16447bs 2701. ne 3747oe 604 ibs 9469a 341 ns 4421m 56010.8* OPENING,WHEN IT IS LOWER THAN THE MULLION
4Andlms @/.1T Mu.O.C.t 6hmdard(ofOdel)CGP(Fig.2T 4801bs 700 mb WA WA WA WA WA WA WA WA 662 ma 6M Sta 1120 On CAPACITY(FROM THE TABLE)OF THE SELECTED
4A110"4Ydth0.C.1(2)2s5AAgbC1q.71Fq.3k 78091 78o9n 68ou I5WW 1698 W8* 540 me760 ars 748On 8M ibs 1692162 8829'8* seslto 7120 ms MULLION.IT WILL YIELDAMINIMUMANCHOR
2AxhaaQOASMIn.QC.1ucop,Into.125'Akm.(Fg.4T WA WA WA WA WA WA WA WA WA WA WA WA 715 ibs CAPACITY WHICH MAY BE USED TQ QUALIFY
IM Iba 225 bs 4459. 8223. T35 W 370 me 167Im 332Itp 47301AL ANCHOR OPTIONS FROM THE
2ArW6d 1.15•Mh.O.OI FCIfD(Fia•BS 24oibs 35D NA WA WA WA WA WA I WA WA WA 3418. 442778 580.6s ANCHOR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (--,i)
""`^)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PROOULT REVISED
�," ascamplyi gwhhib-RorU4
Bui
TABLE 4A „
Mullion Capactty Table Ib47R
Opening Wtdth(for tiwiJcsEA sparrirgmUflons)orOpening Haight(fortndwrta*sperWrgmWions) x`12 Q
SDin sun 70 to 84 in 9010 1001n 120 in 1401n 160 in 1•yT11
1XR78% Reetanpder TrepRitap. Rdetan4uter Tnp7man9. tteolanprW itey7iban8. Raetan014ar Tnpt70sap, Rectanpllar T�JTdsng, Roetanpl8r 71sprTda09. ftecimgdar TnpMml9- Rxfenplar heprManp. Reofenpdar TisprlHanp. q*
.860 Alum. tosd8p Loadn4 Loadt Loedos Loeffm9 LotdiV Losdo4 LoW Q lnedn9 Lotdno L=ft Loadnp Loft L0adn9 Loadn4 Loadn4 L9ndrt0 Loadn4 2 Ct
Tubeas 3 aMullion , x z a r a
iwli 1 ,141
� � 1! 91H n if n I, 1 1 z FL1m
421 1700 @2D 170.0 435 170.0 744 170.4 470 170.0 684 470.4 508 170,4 992 170.0 519 4740 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 150.7 1620 170.0 621 130.6 1620 170.0 521 J t!I
40 in 170.0 708 170.0 6Z4 170.6 a50 174.0 684 1700 992 170.0 630 170,0 1133 170.0 681 170,0 4275 170.0 4R 1740 1417 170.0 SW 141.7 1417 170.0 040 121.5 1417 170.0 NO 108,3 1417 170.0 640 � R S
506251n 170.0 747 170.0 5@] 170.0 980 570.0 831 Wee 1048 170.0 884 170,0 1195 170.0 723 162.8 1288 170,0 747 148.3 12H 170.0 75@ 121,9 1280 170.0 758 104.5 1288 1700 756 91.4 12M 170.0 756 U1 p
544' llOA 797 170.0 612 170.0 950 !TOA 691 170.0 1118 170.0 754 150.7 1130 170.0 403 1319 1130 170.0 1137 120,0 1120 170.0 $$a 180.5 too 170,0 bet 88.1 H50 170.0 881 76.3 4130 170.0 881 LM M F
so in 170,0 aa5 170.0 701 148.5 916 162.3 781 125.5 915 144.5 740 109.0 917 132.3 735 97.0 915 123.9 720 87.9 015 1%5 720 712 915 114.4 716 62,0 015 114.4 715 54.0 OiS f141.41 715
3 4311 151.6 634 101.9 710 120,5 We 1349 694 106.5 Me 123-21 681 04.0 We 1122 670 84.1 030 104.8 62 75.9 We 09.4 858 03.3 63O 94.5 649 542 430 94.1 849 47.4 830 94.1 849
C 884' 1321 757 1M.0 050 110.0 767 119.8 63@ 94.3 7S7 105.0 024 92.6 757 �.1 814 73.4 767 �.1 800 68,0 757 44.2 800 S50 767 79.0 803 472 X57 705 581 44.9 757 782 591 j 0.
j 724' 101.7 834 144.0 ¢52 84A 838 0tA SW IL7 836 80,1 650 81.4 43@ 722 521 50.5 @10 88A ¢14 50.9 W8 823 506 42.4 410 572 500 10.3 630 543 497 31.0 838 655 197
17.g' ttt!l1111
a784' 845 sit 00.4 406 721 571 76.0 488 Bf, 571 07.4 474 64.1 57! 80.8 471 48.0 571 65.5 464 432 671 61.8 459 36.0 671 41.0 451 309 671 44.0 447 27,0 571 44.7 Ma
7810 804 642 834 474 68.7 $42 70,8 466 57.1 542 02.1 450 $OA Sit 75.1 449 44.4 642 5t.0 442 40,0 542 47.5 437 333 642 42,9 429 28.6 542 44.4 425 250 512 40.1 423 F Q N
00 1- 521 407 $3.7 341 414 401 45A 057 372 407 30A 3/4 3L5 407 353 3{3 20.9 407 32.1 330 20,0 407 29.@ 311 21,7 407 2@,i 327 18.8 407 ZL1 322 1@.3 407 27.0 St8 y
t?
co
944' 4L9 356 44.1 320 35,6 358 37.2 314 307 358 52.4 908 24.6 376 28,8 344 23.8 356 20.1 300 21.5 3¢e 244 294 179 Me 21.0 284 15.3 356 19.2 264 CFI) ,X'9Z a o0
1001 30.1 283 30.0 255 25.1 203 25A 251 21.5 201 225 247 18.4 263 19.9 244 16.7 283 18,0 240 141 203 10.5 237 W _
III N 27A 287 28.3 242 23.! 287 ZSA 239 10.8 247 20.@ 2]5 17,3 2@7 143 237 ta4 207 16.6 224
N N
120M 220 229 22.3 200 14.3 228 fab 265 !aT 229 lag 202 O
FL
TABLE 48 z
ANCHOR CAPACITY ADJUSTMENT FORMULA: D'� � W
An,bar Ca ael Table Ibb ANCHOR OAP,,,",_ m
9ub41role: 2.7k oaxreto 3.5kconc. t1Mow CMU F61adGMU PT wood 54®181 (0„o)X� )=ANCHOR CAP.,,,
Aneiwr Typo; 3118'Eko UfOoeob 114'Eko M64M 518'Sko yt6'Eko U19acan 114'Eko Uvww 174"63 Flea 5118•Elm 114`SS Eko 410 Steel 4123lod 912 Stoll MULLION CAP.,.,,,,,
AnehotClipPbnema tOtrecon A44te6atw ubrocou a99taoal« screwlosi&clear{esl 8erew1Qs1 USETHfBFORMULAT00B7A1NTHE'ANCHOR
£d00 lAatance 4n): 1' I 2.1/1' r alm 3-fro• 1' 2-fm I. z.vr r 3.118' r 0AW 0,54' 0.3241 CAPACITY REQUIRED'CORRESPONDING TO AN
Emba&ueni MS: fa/v S.3M I-V4' 11714' r 1-114' 1.114' f4w 1-t14• f-114' 5.114" r 1.7/a' i-3t8' wk. ACTUAL PRESSURE REQUIREMENT FOR THE
2Arohwa®4.75•Mfn.O.C.tsnndad ar OPaet pip i4.f); 3001W 390%s 45000 6900x1 1644 iba 270%s 266%s 3541bs 740 ria 3741% 6641W 948 ala 341% 4421!9 Ouw OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AnhM®1115'MLL Q,o./51snd1rd(orO6ssp C9p{Ffp,7k 469%s 1Do bs WA WA WA WA 380 ft WA WA WA WA WA 682 ks 51 f 2oft CAPACITY(FROM THE TABLE)OF THE SELECTED
4 An81wa D Y Min.O.C.1(1)205 An0la C8ps t flip.3k 766%s 7801u1 @W lbs 1500 1b. 1690%4 540%a 680%_ WA 760 ou 740 lbs no Ib. 1892 The 662 F. 1120%s MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Anchors 140,45'Min.O.C.f U47,9rta.l2S•A1um.(Fig.4y WA WA WA WA WA WA WA WA WA WA WA WA WA im 718%4 CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchors F-CpP a agr-!&19M 195 ks 2250,0 4456» 422®» 115 Ms 1401ba 177 910 370 lbs layIOa 3321M 473%s 110100 221 ft 2e41bc ADDITIONAL ANCHOR OPTIONS FROM THE
2 Amlim.Q l.t5'Mb.O.CJ F-plpffW.6k 240%0 350IDs WA WA WA WA 1D0 are WA WA WA WA WA 341 Ds 442 tta 580%0 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED
CI)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
as LrnlPlyin6 wilh lL0 Fla1id91
FIGURE I: -
BuildinSCode .0136.03
FIGURE 2: TABLE NOTES: A=Pfw1wNo
Expnli4xl Date
/10'21
1 i
)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ` M1°
t
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDiOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: �•�tin•..•.•.••..�C( 'i�
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS•SEE SHEETS 21-23. 2150' S'�.• 4yCENSG .F� C.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. t NQ.53705
-•
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED J/ `
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '� t u`
FIGURE 4: FIGURE S: - FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125" 'A •' S'AT-OF .�fJ�
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE}.STRUCTURAL STEEL TO BEAT �'U't` �'L 01002;. s�,`
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t'X 2.75•X.050'MULLION ,,- .....-•
• U.�� U_J1r._.' THE MATERIAL 1110 6.#/12 ANCHORS INTO WOOD MAYBE STEEL,1&B S.S.OR 410 B.S. t"I 610NAL����\•
fffnnll++`
A-LYNN MILLER,P.E.
FL P.E.#58705
TABLE 5A
Mullion Capacity Table Iba5711 will
Opontn0Y6dth{torveOr419yap�r�trlgmURore)orOPfnlnpR6tphI(farhwc0z rftft p6mtnOmd}ons) 19-
win
$OSn win 7010 00N 001. 10010 120 In 14010 18010 } -I o
ReelwWw 71apfTdsg• ReddrGdar 7ropridanO Reefanpas VWTdaq. [Rod,iplw hep/ wqa Rette.gds TrWlnenp. Rodenadac hapmwg. Rod np.1a, Trry091sg. Rectesgrdet TmiYfdwg, Reoterilt! hapt5dsg.
1"x3.123'x LOWtty L-drg Load'np Loaft taadif>p Lootingdnp Lotting leading Loading Los Loading LoadM Londrg loadnp Low" Coating Loadnp h $
.600"AlumSubsi41ut1 {-.mW
42in 170.0 020 170,0 435 170.0 744 170.0 478 170.0 686 170.0 500 982 170.0 559 170.0 Iiia 170.0 52t 570.0 1214 170.4 Sgt 1709 1486 170.0 521 170.0 1715 UO-0 521 154,4 1002 170.0 621 �45In ITRO 700 570.0 524 170.0 850 170.0 684 170.0 092 170.0 630 1113 170.0 081 170.0 1275 1710 077 170.0 1417 170.0 880 157.7 1577 170.0 680 135,1 1571 170.0 000 118.2 1577 170.0 so . fn80525 N 170.0 747 170.11 687 170.0 808 1711,0 till 170.0 1018 170.0 884 1105 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 758 145.7 1495 170.0 758 i21.5 549S 170.0 768 100.3 5495 S1aO 756 By C, Q54 N 170.0 197 170,0 012 170,0 950 17x0 p9I 170.0 1118 170.4 754 1275 170.0 603 IWA 5401 170.0 031 1495 1401 170.0 858 124. 1401 570.0 061 108,8 1401 170.0 681 9Z/ 1401 170.0 801 P3001n 174.0 IM 170.0 701 170,0 1083 170,0 707 150.5 1586 170.0 878 1150 107.0 926 1233 SiW 150.5 017 111.0 1155 149.7 010 92.5 1158 144,5 003 79.3 1156 144.5 003 BOA 1158 144.6 901J431n 170.0 970 170A 745 159.6 1019 170.0 850 537.0 1049 155.5 680 1049 141,7 618 1005 1049 OZO we 95,11 1040 125.5 626 79.9 Will 159,3 620 06.5 1010 114,9 619 699 fo49 1189 859BBN 108.8 955 170.0 780 130.0 055 151.3 604 119.1 958 13J.T 786 965 121,4 716 OZO S56 112.6 765 83.4 955 108.4 757 005 055 099 749 WA 955 96.7 746 62.1 955 98.7 7400i 72 in t285 601 134,9 697 101.0 801 1149 882 019 003 101.1 870 801 81.2 059 71A Bat 039 649 04.2 WeW 842 51.5 803 722 832 45,9 601 89,6 020 10.5 007 89.T 027 � A wZ
76N 1092 721 114,1 629 T29.23M
07A 016 70.0 721 B5.1 005 68.3 721 76,5 S05 80.1 T25 74.1 500 $4.8 b79 45.6 721 39.4 589 39.0 721 5&8 584 34.1 721 58,5 663 K[ r
78 N 101.0 664 103,4 609 89A 587 722 684 78.4 578 81.1 W, 70A Sal SRt 884 a4A So $0.5 551 421 884 51.1 541 38.1 884 51.1 S38 11.8 044 511.8 534N90N t642
514 079 458 87.3 448 47.0 014 50.0 144 41.1 514 44.0 413 3B,6 614 40.5 427 320 421 27.4 514 33.0 412 23.6 MAI WA 408 20.8 614 20.0 403 "_ � � �
00N 452 55.7 401 4T.0 19B 16.7 4S2 40.0 390 J3.4 452 38A 384 10.1 452 32.9 316 27.1 452 3R3 373 226 452 203 365 IDA 462 243 359 10.0 452 22.61x �O100 N 357 38,0 172 32.7 117 27.2 357 28.4 312 23.8 157 252 360 25.1 357 22.7 303 59.4 357 2R6 299 16.0 357 16.0 281 11.0 357 10.2 267 11.9 151 15.0 2(13 04 52itt N 336 359 308 10.1 301 25.0 338 28.1 2B8 219 ]39 23.1 292 19.5 J10 29.6 280 17.5 338 19.0 244 14.0 37B 165 270 12,5 335 14.6 2T3 11.0 .89ID
120h 269 28.2 203 . 21.7 259 19.8 289 205 256 iTl 289 58,1 252 ;A 209 18,3 240 139 289 14.8 240 11.8 268 128 240 9.9 289 41.4 230 6,7 289 to
z,rn to
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: m0
AnehorC*Daeltv Table W9 ANCHORCAP.,_,-
sulsV4fe 27KConcrete 35ccmc. N06�uo4U F4edCMU PTwas1 Maar (D )X( )�ANCHORCAP._
918'EltS 114'SSFYo 91aEko 174's3Elco 610SI0a 0f28tee5 N123taei MLILLIONCAP ,,,
An that ClipP6tlam6 9taE1c0U8racm urERoumaten um9tm 9taElcotnacm 1/4•E9.oudraeon AgpeGaor U6Mca0 AggreGatr Sttes(G6)stted(G5) screw(ou0 USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Ostarae 00) 1" 2-117 1• 247Y 31x8" 1• 2.117 1" 2-1/7 Y I Sara Y O.4" asr a32a' CAPACITY REQUIRED'CORRESPONDING TO AN
EmnedstHd 0n 1.3+4' 144' tau• IV1r r t-114' 1-114' 14W 1-vl• 1.114• 1 tate Y 1.56• tare• vales ACTUAL PRESSURE REQUIREMENT FORTHE
2 Ancron 4.T0`Mln 0.4 r Starosd or odsel Clp 010 1X 390 ms 390&3 450 4,3 09D 8e 1644 ms 270163 2811 ms 3540S 74015a 374 ms 664 ths we 8a 341 ms 442M EIA as OPENING,WHEN IT IS LOWER THAN THE MULLION
4Aernas tg 1.15'Mn o,C.16tanasd(erMe1)CBp(Fl9 2t 400 ms 70090 NIA WA NIA wA 300lm wA wA WA WA WA 682W 6115 d 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED
4AnchM@3•Mk1,0.C.7t212r6 As�eCttpa/1FiQ`31 7W Its 780911 SPO bs 15wzs 189603 540®9 tk1D IDs NIA 7801ts IAD ms 6E0 ma 1802 @728» B�9s 112111[6 MULLION.IT WILL YIELDAMWiMUM ANCHOR
Mlhc *OAVMn.0.0.1UCap•NN-124 AArm{F7¢4) tUA WA NtA WA NfA NN WA N7A WA N7A WA WA N7A WA 1073 a6 CAPACITY WHICHMAY BE USED TO QUALIFY
1 A9M hof I F471p(Ffp S) 10644 198 mm3 41510 622716 135753 fd000 177 las 370103 iS7>os 91290 47300 lTOOu 221 ms �Et IQs ADDITIONAL ANCHOR OPTIONS FROM THE
2ArxMts f.ta 680 O.Cf F-C ORti b) 240 ms 150 ma NIA 4UA NIA NIA 190 as
NIA WA NIA WA wA 3419» aa2 ms E,o91m ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT ith 6D
os campiYtnt-vvSM!'7zo FSarida
1-1.000"-4 Building OSdo
E its No
FIGURE I: FIGURE 2: TABLE NOTES: ts anm fro-e1 Z)p,.��•(
E rMsDue
S)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. Mi Dodo Ptnduel
111\1111((/t
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSANDIOROPENING WIDTHS ISALLOWABLE, 3,125' ����p�.••••)••).��(Ic����
FIG
URE 3: ��ti`r,'�lGEhiSF •-'Sr}c r�
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.
• . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 : NO$8705
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS,
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 0"
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C'-90.WOOD SHALL BE PRESSURE-TREATED ••'O••. b:;'/
FIGURE 4: FIGURE 5: FIGURED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEAMINIMUM OF.125" 1•X3,125'X.5-MULLION
THICK.STEEL STUDS TO BEAMINIMUM GRADE 33AND.045"THICK(18GAUGE).STRUCTURAL STEEL TO BE AT. (I-VFMULUON) 'r��'•.klOfilD,.•'��
*
LEAST.125"AL.#1AND 138.ALL ANCHORS INTO METAL SHALL EXTEND ATLFAST3SCREW THREADSBEYOND 61.13
THE MATERIAL.#14 8#12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. IJt�slQw�
A.LY' A"ILLER,P.E.
FL P.E.#58705
TABLE 6A 9
Mullion Capac1ty Table(lbalff
Opening Width(f9rvardea*spar3ir g mliitons)or Opening Height(forhoff2ontatty-spaMrg miglon5) e!
5014 601. 70In 8014 Coln 10013 12o1n 1401n 1601n g O
Ila
RNle"w1w lvwmwv. Radomdar T,wTden9 RNlanaft Tra MWQ. Rlat"w- Trapadang. RowwV WTda.9. ReUolgNar Tl pMang. Raetmowar TraWTdnoO, Raaiv Tra M.M. Raetanow. Trap.70a39. 0.0.3E
1X4x.125 Loadaq L1adn9 Loadno Loading la4dng 1.40041.4004 Lasing Laadng Loadep tmdn9 Lowing Loading Loadaq Lo8d9 h3g
Loafing tmdng umd.O Leading 3r
Alum.Tube
N
fi.^ , � U t�$�• 3$}• "yg$• .. y^ _ yS$• p� �y$• _ y}•_ _ gg�• "fig@r
MMullion6 11
gO O O � ,,$C oc ti C {S (} LS
co
o
{2h 178.0 629 770.0 435 110A tR 170.0 176 770.4 848 1740 606 170.0 M 1744 878 170.0 1718 170.9 821 170A 1210 1740 621 770.4 1488 170.0 821 148.8 1488 1740 621 127.0 1689 170.0 621 -I A)
48h 170.0 706 1740 626 170.0 850 179.0 594 170.0 902 170.0 We 170.0 1133 170.0 681 1170.0 1274 170.0 677 150.3 I= 170.0 680 130.3 1303 170.0 690 111.7 1301 170.0 644 97,7 1367 170.0 we -j �
60.025 In 170.0 747 170.0 663 170,0 1196 170.0 631 170.0 1044 170.0 604 170.0 MIS 170.0 723 758.1 1235 170.0 T{7 140.6 1236 170.0 7d6 117.1 1235 770A 168 100.1 1235 1740 738 87.8 1235 174A 168 � CD� a
64tH 1170.0 797 170,0 812 1170.01 9% 170.0 691 170401 1118 11710 764 154.{ 1156 170.0 603 137.2 11501 170.0 417 123.6 1 I 170.0 856 102.9 1168 170.0 Sol 982 1160 170.0 801 77.2 1160 170.0 181 M
so in 170.0 685 170.0 701 168.71 1042 170,0 707 t42.9 10421 161.1 832 125.1 IG421 1463 815 1112 1042 113&8 807 100.0 1042 1302 781 03A 1042 1241 782 71.5 1042 125.1 702 628 1042 126.1 702 }- rDJ.I
631n 170.0 030 170.0 745 161.2 992 183.0 810 120.6 992 144.4 199 113.4 992 131.0 162 1=8 802 1121.4 788 90.1 992 ISIS 758 76.6 902 1044 745 84,0 892 100.0 744 647 992 408.0 744
60 to 165.4 947 1740 780 137.01 947 1449 785 118.1 847 1343 768 103A 847 1f7.7 752 91.0 917 1047 7Ja 82.7 947 1022 IV 849 947 95.1 T13 69.1 647 94.0 711 61.7 047 94.0 711 Z
721n 135.9 049 142.T 731 113.21819 121.6 722 07.0 640 108.9 TOB 84.9 849 99A 606 76,5 049 88.7 We 67.9 049 027 676 68.8 849 T6.3 658 40,6 549 72.6 652 424 849 72.4 851 j
7814 114.5 782 129.7 485 943 762 102.8 652 92.5 702 90.0 640 722 762 80.0 629 642 762 742 620 6r.$ 762 642 613 441 762 626 602 413 762 69,9 697 WI 702 59A 686 N Z
r ::i
2 7eh 1049 724 IIIA 834 840 724 94.6 621 76.3 124 S20 609 60.6 724 74,4 699 50.4 724 66,1 691 63.4 724 63.4 641 44.6 724 67.3 673 382 724 51.3 1977 33.4 724 63.6 665 l- J
90 in 69.6 843 71. 483 640 543 50,7 474 447 643 629 468 43.5 543 47.1 458 30,6 643 420 452 34.6 60 39.5 448 240 643 31.9 438 24.8 543 321 430 21.7 613 30.7 424 Z N O
98h 57.3 478 60.9 627 47.8 418 49.7 419 449 478 432 412 35.8 478 346 400 3fA 176 34.6 400 247 478 329 395 23.9 476 28.1 IN 20.8 478 20,0 380 17A 478 242 176In
SObla 40.3 377 11.1 Mt 33,3 377 34.0 335 248 377 30.0 330 252 3R 26.0 328 224 377 24.0 321 241 377 22,0 317 10.8 377 19.0 310 14.4 377 17.1 301 N
11114 37.1 351 37A 123 30,9 357 31.8 316 245 337 21d 313 23,I 33T 24A 3Dd 2a6 337 220 303 146 357 20.1 301 ISA 351 71.4 291 52
to CO
1281. 28.3 3011 28.5 279 24.0 306 26.1 I71 21.0 308 21.7 270 243 398 79.2 297 18.3 3011 17.3 241 V x 0
IN h 17.0 212 f72 196
0. � Z A
TABLE 68
ANCHOR CAPACITY ADJUSTMENT FORMULA' $�
AnchorCtlaci Table b9 ANCHOR CAP.,,.,.",
Subslmte: 2.74 COACOte 3,5k Cone W11MCMU f�Oad CMU PT Vinod Meth (DP„p)Xt -ANCHOR CAP.N,
"5118'Eka 116'SS Eko 5116"EM. 1141 SS Eko MO 8he1 912 Shat 0123letl MULLION CAP.,R,,,,.,
AnchorCllpPaham9 AnaaaType: 31t8'EkaUct4uan itr£kat}91ad34 3ri6'EtcoW0eea3 U4`EkoU2leca+
Ulunm hrI'SEftt 1Ainla6. Ap9laCata Into 5)salerl(C5) Sorew(S95) USE THIS FORMULA TOOBTAWTHE"ANCHOR
Edits p0.hme(ink 1• ,2121 f• 2-ire 3.116' I• 212' r 2.121 r 3716' r 0.48' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
EmWdmerd Mt 1-374' i-314" f-34r 1-14' r 7-11r 7-1r t-U4' 1-114' 1.114' hUr 2` I've, Isre' wdea ACTUAL PRESSURE REQUIREMENT FOR THE
2AncPw a 4.76'MN.O.E f Shrdmd 0.r et C9p 4Fq 1827 390 Ins 390160. 450 R. 890 ms 1644 IN 270 Rn 250 lbs 3519. 740W 374 lbs 664Ibs 04091, 3419. 442919 560 ms OPENING,WHEN IT IS LOWER THAN THE MUlLSON
4 Ancnue®225 Aii3 aC.7S41mhrd(or06se6 Cttp iFl0.3Y: 100103 10D M3 500 lbs 1410163 9529» WA 680!60. WA 630 fes WA 8801bs WA 682 ms 09-ft 1120160. CAPACITY(FROM THE TABLE)OF THE SELECTED
8An4MnQ 1.161 Mh.O.C.I SWW94(0(026t)CIP".4L 9600» 1400 lbs WA WA WA WA 760 lb. WA WA WA WA WA i3e3ws fn700. 22403. MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Arcip7a,49 s mut O.C.1(2)2a8An9M Cryo I ft.5k 780 IN T607oa Mr- 156016. INS.. 5400. 660@3 WA 760163 7480.. am In. 1892lbs tai Es 865 ma Ii2oms CAPACITY WHICH MAY BE USED TO QUALIFY
6Amlprs®YMin.0 r- (2)2s5ArpW Ctps/(Fq•6T 11700. 1170101 10209. 234011. 284lbs glome $40lbs WA 1140fbs 1122 ms f32p lbs 2038103 10220. 1327 m0. t6�t6a ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anctas 400.45.WLO.C.ltlgip,Mto.t26`AWm.(r7p.77 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430163 ANCHOR CAPACITY TABLE. PROOUC7'REVISED
2 Anct ota 442.251 MYL O.CI Fglp 1pq.e7 360 m0. 350 mJ 290In. 705 d. 479 As WA 280ft WA 315 ms WA 440IDs WA 311169 412116 46417. m camptyinb with th0 Flaidil
4A.cWSGI.IV Mbt O.OJF•WP9'b•9}< 480Ibs TOD gn WA WA WA WA 380lb9 WA WA WA N/A WA 8029. 886163 1120 ma pudding Code
NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.0001 r-- .Acae;t lvelfv-b'ZIS•O
Expiration Uwe so
TABLE NOTES: y „*��"Olt"FIGURE I: FIGURE 2: FIGURE 3.* FIGURE 4: FIGURES: FIGURE9: Miami 1'10 I.1)SEE SHEET i FOR INSTRUCTIONS ON USiNG THE TABLES AND SHEET 25 FOR INFORMATIONON LOADING.SEE �S
• r • • • • s • • • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �SCENSG
• • • • • • • • • •
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 211-23,HOLES 4'000° _ N4.58705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW
FIGURE 5: FtGUREB: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,,,.i) .• �=-
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '. � STATE
• • ♦ • CONCRETE BINE WITUNIT(CMU)SHALL ALUMINCONFORM MS ASTM LL BE 606 WOODLL BE THICK.STEEL
x••125" /,+ A•LOR1Gi`.•'r�;..
SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALLeE6083-T5AND 6EAMINtMUMOF.125'THICK.S7EEL -L r�`�i .........
STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125THICK5 /Q11M��
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.010& i'X 4'X.125 A.LYNN MIL ER,P.E.
7912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE 7A
Mullion Capaefty Table RiaRtr
Opening Width(for var9rsYysparming mtMons)or Oponing Holght(for hodzortayr-spanning mwons) 0f,4't
60 in sob, 701, soh so in too In 1201n 140 to ISO In iTt •
1leatm.1ar 7replydanP. Rectan0alar TmOftn9, Rectangular .0rdnng, Rectengd0r TIap7T woo Raafasgda TrePl1'dmq. Rwand TraWdana. Reata Euler Trapfrdan➢. Rectangder Trawman. Realatpdar hapniang. yj
1 R 4x.376 �3E
Alum.Tubo Lowing toadnp Loading LoadNp Loadkp leafing laadng Loadhtg LOadatP Wadng 'Wedlp Laadrp Leading Loadnt0 I.oadnP Loafing Loeda9 toedn0
�_ �_ }r
Mullion " if $ � � s CO
4210 170.0 620 170.0 433 i70A 744 170.0 475 170.01 688 frog 508 170.0 992 1170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 14M 170.0 521 170.0 1735 170.0 621 170,0 ISM 170.0 621 _
481. 110.0 708 170.0 624 170,0 950 170.0 6M 110.0 092 170,0 630 170.0 1133 170,0 661 170.0 1275 170.0 077 170.0 1417 170.0 680 170.0 1100 170.0 680 170.0 1963 570.0 940 161.$ 2024 170.0 600
50.62310 170.0 747 17.00 663 170.0 am 170.0 631 170.0 1040 170.0 654 170..0 1/9S 1700 723 170.0 1346 170.0 747 170.0 1494 170.0 755 170.0 1793 170.0 758 156.0 1019 110.0 758 136.5 1019 170.0 769 �'' Of 28 CO
�o
Mtn 770.0 797 170.0 612 fl0.0 056 770.0 601 170.0 1348 170.0 751 170.0 1276 170.0 603 170.0 t4M 170.0 $37 170.0 1594 170,0 856 159.9 1790 1170.0 60f 137.1 1799 170.0 $81 120.0 1700 170.0 081 p
60 in 170.0 945 110.0 701 170,0 1053 170.0 727 170.0 1249 WU 676 110.0 1417 INA 944 170,0 1694 170,0 9911 155.6 1619 170.0 tO33 129.6 1819 170.0 1063 117.0 1819 1704 1083 97.2 1619 170.0 1083 F to J
631n 170.0 930 170.0 AS 170,0 1110 170.0 860 170.0 1302 170.0 910 170.0 1460 170.0 1013 166.7 1542 170.0 1075 1410 1342 170.0 1122 111.6 1542 16&6 11M 100.7 1542 td7A 1167 88.11 1542 187.9 1157 J
661n 1170.0 974 1704 764 170.0 1180 170.0 903 170.0 1394 170.0 1002 ISMS 1472 170.0 1086 1428 1472 18&0 1148 128.5 1472 Ilia.$ 1130 107.1 1472 147.0 1108 91.0 1472 148,0 1141 80.3 1472 146.0 1/94 Z U i E�
721,. fl0.0 1063 1701 $70 170,0 1275 into 1009 160.8 On 166.2 1101 1320 1320 1499 1082 117.3 1320 137.8 togs 143.6 1324 120.5 1049 Mg 1320 117.0 1024 76.4 1320 112.8 1013 6&0. 1320 112.6 1012 2.
� W
7a In 170.0 1122 170.0 047 1495 1194 159.4 1013 125,2 1194 119,9 594 1123 1154 126.7 978 69.7 1154 1163 964 0&a 11144 107.5 952 744 1164 01.9 935 64.1 1194 43.1 027 WI 1184 92.3 926 (Dq Z
>r 7810 18&1 1124 1700 gel 139.1 1124 147.0 965 1161 1124 12&8 947 103,8 1124 115.8 931 92,3 1124 105.0 0111 830 1124 85.5 SW 94.2 1124 89.0 an 69.5 1124 $4.3 Got 61,0 1124 83.2 $78 ¢ J � V'
90 to 709.1 944 111.$ 750 90.1 844 94.3 736 773 844 82.1 T74 678 944 73.3 712 60.1 644 $83 702 54.0 841 61A 693 45.0 U4 543 67e 3&8 944 50.0 We 33.0 834 47.7
a � z
9634 89.1 742 81.6 683 743 742 713 062 63.4 742 87.2 841 55.7 742 58.6 831 48.6 742 M.i 822 41.5 742 118.5 514 37.1 742 438 800 3fA 742 390 600 27.8 712 37.6 394 h 1b 981 •.d O
1061n 828 588 $3.9 630 521 694 63,8 521 44.7 ISM 4&8 504 39.1 360 41.4 60S 344 666 37.3 490 31.3 508 34,2 492 28.1 Sag 29A 4$1 223 6116 28.0 472 19.5 ISM 24.1 406
Ill In 57.0 655 604 503 48.0 755 49.5 495 412 655 429 487 38.0 665 38.0 480 320 655 34.2 473 28.6 656 31.3 467 24.0 656 27.1 457 20.6 14% 24.3 MB 1&0 557 22.4 442 X x
1200 45,8 476 48.4 433 38.0 475 30.0 428 32.5 473 33.7 42P 28.5 476 29.8 414 25.3 4711 2&8 409 22.9 476 245 494 i&0 476 21.7 395 1&3 470 18.7 387 14.3 475 17.2 351 X in
2&4 330 26.7 307 22.0 330 224 301 16.8 330 191 297 185 330 17.0 283 m 0 0
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA., 0 �
Anchor Ce I Table 611 n:
SuoOeta 276 Cancmle 3.5k Ow. l,104m c 4u Fi¢ad CMU PT W Metal (Dp,,,)X�ANCHOR_-
substrate: CAP.Ko
SfIw Eko 114•85Eko 5118'E100 1H'ss eke410$fell alt steci 812s1ed MULLION
Anchor COP Patter
nsArciror'rypa: 3718'Eka Uteaean 114'Eko ulaee"f u1irmon 3+16`Ekq ulaacon Ud'Eko Uttacan xowawr Udacon AWecalat 8w (G6)u w(65) sc"(051 USE THIS FORMULA TO OBTAIN THE'ANCHOR
Egle txarencatnk I. 2-17Y i• 2.172• 3.178•3.178• 1• 2-17r t• mir r 3.118' r 0.46• o.64• 0,324- CAPACITY REQUIRED'CORRESPONDING TO AN
Emae EMY 1-314' 1.034• 1,V4• ta14 r 1414' 1.14' 1414• 1.114` I-Im 1.114• r i-w tato• sellas ACTUALPRESSUREREQUIREMENT FOR THE
2Afthm 0 4.77 MN.O.C.1 SlanCa!crosset CUP(Fig.182): 3901134 390 b7 430 ba 090 b4 164410 2r0 ars 260197 354 N 7401-* 374 rm W41us 9461143 341 ba 442 Ibs 560 me OPENING,WHEN IT IS LOWER THAN THE MULLION
4Amhm @2.2S'Min.O.Q 18WW d("octet)Cap(Fy.aF 700 ba 10010 NO Res 14109A 9621bs WA 560 ilia WA el4 u WA am Ib. WA 66210 84510 if20 bs CAPACITY(FROM THE TABLE)OF THE SELECTED
8Anchm01.151 Mn.0.111 atendal(,(Chet)CBp n.4y' 480 Ins 1400169 WA WA R/A WA 760 rba WA WA WA WA WA 13431bs 177054 22401159 MULLION,IT WILL YIELD A MINIMUM ANCHOR
4 Arcto.a3•9410 O.C.fa)WArgls Cop 7ffy.6 750 na 780Ibs 680 bs 1560Ib- ia96fo 640 Re 560167 WA 76099 748194 b11p 7511 /892159 692 bs 88510 1120 bs CAPACRY WHICH MAY BE USED TO QUALIFY
6 Arafore Ql`MIM1 0.0,1(2)US Angle Clip Ifly.97. 117010 1170 raj 1020167 2340 ms 284410 at010 Slaw WA 114010 1122199 1320154 2113E ins 1022-7 1327 Me 1684 to ADDITIONAL ANCHOR OPTIONS FROM THE
i Arotmra(90.4T Min.O.0.fu431p,nio.12Y ANm.tfy.7. WA WA WA WA WA WA WA WA WA WA WA WA WA WA 141010 ANCHOR CAPACITY TABLE
2 Arwota$$2.Y+'Mn.O.Ct F43ip(fig,137 350®s 35010 290999 70559 d76 io WA 280 tbs WA 315 bs WA 440199 WA 3!10x1 44210 b6010 PROYDUCTRRV)SGD
4 Aachaa 01.1$-M'n.OA!F�afp(Mr.9r. 48010 700 bs WA WA WA WA 300161 WA WA WA WA WA Bal Pon aeS to 1120 be m complying with 0w F)aid.
Bulld)ng Coda.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•^� 1.062' �- -^( 1.000' 1-- Acca Beca Ne 16'43 210 i33n
B pilN' Dote
TABLE NOTES: g
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FiGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION MI 'Dade Pm&ct
• • • • • • ♦ • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t i I r I I t 7
• ♦ • 2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `` o��-(1.Yi4N le
r r • l:���.'4�cGr15g'..•P
♦ • • s ♦ • ♦ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE R•: ;'(
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4,000' 4.000' .).,; Nu.58705
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
FIGURE 6: FIGURE 6: FIGURE 7:
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ';(�.' 6 141
• r • • 1i1gILL'�VMg1 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE
• • r • int PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BEma
.c� r
t • 6063-T6 AND BEA MINIMUM OF326'THICK.STEEL STUDS TOBEA MINIMUM GRADE 33AND.045' 376 375• ;��r.'••.:Lo ':•'Cl.,
THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICKAND A36.ALLANCHORSL
ANGLE CLiP(FIGURES 6&6)MUST BE USED iN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 V X 4 X376* P X 4•X.375 A.LYWGIf LE'11i�P,E.
ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S,OR 470 S,S. 'T-MULLION MULLION FL P,E.#58705
TABLE 8A ° e;
Mullion Capaelly Table Ibtillf
Opening math(forw40cally-spafrll g mtGww*)orOponing Hatghf{fachoA-za;daap-spemin9 million) yyy}}}
win 60 in 701n 00 m 901. login 1201n 140 in 160 N
125',14 Rectanpuler I 7Mp7(dang. Rectangular Tmpralang. Ractaeptddm Tmpillf g. Rectatputar 7mpKdang, Racte19081 14"sn9. RactanflAor Tmp1Tdsr4 Rectelpw Tmpmfa.g. Reet.0or Tmprrdang. Rat4604" TIWMan9. a39
14eding Loadlg LoMa Loading Lood4p Lording loading Loading Loadtrp Leafing Loading Loading LoaJng Loadng 1440ng Loading Losd(ng Loading
Tuba,Mule G .6 to LL
131 1 z �
o �
42 In 170.0 620 170.0 435 f70.01 T44 170.0 478 11710 4% 1700 806 170.0 992 170.0 819 1170.0 lit8 170.0 621 1170,0 1240 170.0 621 170.0 1486 1700 521 170.0 1735 170.0 621 161.8 1769 170.0 521 ,j
W
44 In 170.0 708 1700 524 1700 150 170.0 681 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 477 170.0 1417 170.0 8110 154.8 1400 170.0 610 132,7 1848 110.0 64a 116.1 1548 170.0 080 a
51.12561 170.0 747 170.0 60 170,0 age 170.0 631 170.0 1040 170.0 184 170A t196 170.0 723 770.0 1345 170.0 747 107.0 1468 170.0 758 1392 1488 170.0 750 419.3 law 170A 750 141.0 1489 174.0 758 o
64 Fn 170.0 797 170.0 6112 170.0 $38 1170.0 891 174.0 7176 170.0 754 1700 1276 170.0 403 ta:f.f 1378 170.0 437 111&8 1378 170.0 868 122.3 1J78 170.0 801 101.0 1378 770.0 881 91.7 1J78 170.0 801 CO ��r{///''t;ff M
Win 170.0 4115 170,0 701 170,0 1003 170.0 797 158.0 1158 170.0 678 139.0 1158 107,4 930 123.0 1168 780.0 919 111,2 1153 150.0 912 92.7 1188 144.0 905 70.4 1158 141.8 805 69.5 1154 744.8 am � J
031n 570.0 030 170,0 745 t60.1 1051 170.0 650 137.2 11051 155.9 892 1201 tmi 1420 841 1007 105t 1323 837 915A 1051 125.7 820 80.1 1051 119.5 822 68.6 lost 119.1 821 60.0 1051 119.1 821 cn m
68m MIA 157 t70.0 769 139.3 157 151.8 906 118.4 957 134.0 790 704.4 957 121.8 777 22A 057 112.8 767 83.0 957 108.8 769 09.1 157 1000 750 50.7 96"7 980 718 62.2 957 90.9 746 Z Jg
7218 118.7 804 136.2 898 107.3 801 116.2 184 01.9 604 101.3 071 00.4 804 81.4 660 71S 804 04.1 650 640 814 78.5 643 IWO 604 72.3 033 48,0 804 64.9 029 40.2 804 69.8 628 W
76 In 1094 722 114.4 630 91.2 722 8T2 818 74.2 722 88.3 Egg 68.4 722 TS,? 696 60.5 722 70.3 sea 54.7 722 65.8 5m 45.4 722 61.8 870 39.1 722 56.7 685 34.2 722 60.2 564 JeC - I
£ TdN 1412 685 108.8 800 840 845 89.8 088 72.3 086 78.8 677 53.3 885 70.6 060 602 685 04.5 680 60.0 886 80.1 053 123 605 54.3 SIJ 382 865 61.4 537 31.8 085 80.7 036 �- N
r r
go In 65.9 515 68.0 467 54.9 615 57.6 449 47,1 515 50.1 441 41.2 515 44.7 434 31.8 618 40.6 420 33.0 515 37.4 422 27.5 515 33.1 413 23.5 $15 30.5 407 20.4 515 20.1 404 X Z N �r
-3-50-
96 In 64.3 453 85.8 404 48.3 453 4T.1 397 30.0 453 41.0 391 33.0 413 313.4 US 300 463 330 378 27.2 451 30.4 374 22.0 453 21.0 308 100 453 240 360 17.0 /s7 22.0 758
6"n W1 n� -
10a in 35.1 358 39.0 323 }1.8 130�3ZB 318 27.2 358 28A 313 23.6 358 252 308 21.2 350 227 304 19.1 358 20.8 300 15.9 350 10,0 2" LU111 In 34.1 336 75.4 304 28.3 70I 25.1 330 28.1 297 22.0 738 232 293 19.5 330 20.8 280 17.8 338 101 285 x
1206 27.4 290 24,3 26+1 232 266 19.9 280 20.8 26fi 170 290 182 253 75.4 290 18.4 249
144 In 16.1 201 10.3 fog
ds qAo�jTABLE 8B ANCHOR CAPACITYADJUSTM€NT FORMULA: 4 1
Ano orCi act Table fbs ANCHOR CAP. ,,, o�a�
Sub91m18 2rc
7k Cemis 360 Cmc. Hdl w 04U F91 acme PT W0o0 MRaf {DP)X{ , ANCHOR CAP.-
LLION OAP.,.,,,,,,,
Wi6'Eko vd•6SMo 6116"E1eo Ur SS Elco 01091oq 4/2atm1 812SIed MU
AnchorCllpPatients AnclO ype.. 3tiPEkoU9m on ItrEkolf1rac«s 9t6'ElcotAnKm ua'FY6Udm0on
Ulfracon AggaGator vmxa AggnoUer Stn:»(M saes(" SccLu 1135) USE THIS FORMULA TO OBTAIN THE"ANCHOR
E4g8Oltlarce0a) r 2.112' 1' 2•uz atfe• r 2-1rz t• 2-v2 2 31lar 2 0.46' 0.5a• 0.374' CAPACITY REQUIRED'CORRESPONDING TO AN
Emtletlmml n 1414' Tarr 1a+r tyr 2- VIM, f-Irr 7-ud' 1-vr M14' 14Tr 2 tea• tare vales ACTUAL PRESSURE REQUIREMENT FOR THE
2ArKhm Q4.75'Nd90.C.l3tmtlafd ri 04801 Cop(081) 79D� 3901W 45DM 60005 16442a MISS 2801114 354 ms 740115 374W 66410s 916 R4 9/1 ms 44298 66098 OPENING,WHEN RI$LOWER THAN THE MULLION
4AMhm@l.IVMkt O.GlswdydmCmeOCOp(R82) 466 Ars 700 to WA WA NIA HIA 380 As WA WA WA WA WA 92ws 4852. i120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED
4A7OM03-MAI.O.C.!(2)216 Ar01eC4p5!(R83) 78D foo 70083 6180W 1560a6 189603 6101aa 56000: N!A 76 IIt$ 746 ms 890 Oa 189290 ®2805 891 ma 112000 MULLION.IT WILL YIELD AMINIMUM ANCHOR
4Arcrom(010.45'N9r O,C.MUM mf..12S7 num(Fig.4) WA t0A NIA WA NdA fuA WA NTA WA NIA WA WA WA tUA 1430 90 CAPACITY WHICH MAY BE USED TO QUALIFY
1 Amnort FCil 919 50 106 am 198 ma 22s ms 445 to 022 A6 iJ59» 14/180 80.03 37011s 107 804 332180 47393 17ofos 2zt iba �O ga ADDITIONAL ANCHOR OPTIONS FROM THE
2Anctom W 1.10'Min 0,0J Ft.Op a67 240!05 J5a 9s WA WA WA W+t 190 c3 Ntq WA NIA WA WA 94748 4421of 66o to ANCHOR CAPACITY TABLE. (+RODUCr REVISED
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. m complylps,fill tho Flofids
t- 12so -1 Acmpta ►G_O218.C)3
FIGURE 1: FIGURE 2: TABLE NOTES: *-i-
Extc1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR WFORMATION �`ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miroducl Coo
1!11!1(!!
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \tib 0,�(1,YN1\1 4j',
FIGURE 3: 3.188' `•'.C1�r:'t}(:ENa"{;••.F'¢
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE Q
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS mu.56705
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 285• /�
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS.HOLLOW AND 0 tY
FIGURE 4: FIGURE 5: FlGURE 8: - GROUT-FILLED CONCRE=TE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL T %��, �,,(1 p '!Irl
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL 13 t 7�.) STz7L O- t C`
110-10
6063-TS AND BE A MINIMUM'OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 'r'�i; •.;''LOR1D�-•'
.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A36.ALL L25•X 3.168•X.265!ION)MULLION
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, {1-114'VF MULLION) jir+�"�S'J()Nr`4•GE�.5��
#1v 8#12 ANCHORS INTO WOOD MAY BE STEEL 1B 8 S.S.OR 410 S.S. A.LLie-1 Y{fP.E.4 5870 P.E.
! FL P.E.#68705
TABLE 9A R
Mullion Capacity Table pbsle Rig€"
Opontnp WHith(torvetDea*apatuftnomullola)or Cpentno Htluhk(kr)arl2onfa9y-sponedrq trnloons) w L' q
501 Coln 7D1 401 001 100In 1201 1401. 1601
R4eiengl6ar Tnpri'da.0 RmUn{pler TraWrnbDz Wcl g" Trop771tan9• Rat wU1 haprrieing. Reeinpliar TnBRrfang. R�a an6.0ar Tn mwv. Rot wwl Tnp'Tdong. itmw 9 or Tfwftbrg. a4aln9uiar Tnprrdarµ
126x 20 Lpar9na Loatlng Loadl(g(g Loading 1oa16q lwdna Lod" Laadaa louany�*(p LwMg Load12 LwdBq X.100 I Loadrq 1.066. LwIng LaedM gL.ft Lwa.a at
o:
too"
xlh 1,11, 1, h 1, h
ill 11, 11 N
IS
Alum.Tube
old hIll I u 11 11 11 11 11 1 1- I I I 1 11 11 1 11
421 I100 1 620 170.0 435 170.0 744 170.0 478 170.0 888 1170.0 598 D0.0 992 170.0 Sig Ina Ilia 170.0 $21 153.3 1118 170.0 521 127.71 ilia 170.0 521 foss Wit 170.0 1 521 90.0 1178 I 170.0 521
491 170.01 708 1 110.0 524 170.0 050 1170.0 501 161.0 976 1170.0 630 149.7 878 170.0 041 130.4 US 170.0 671 117-3 978 170.0 880 27.8 978 1700 680 83A 978 170-01 BMW 73,3 078 1170.0 880 I LU
70.6251 170.0 747 1700 583 170.4 898 170.0 631 150.7 827 into 804 131.9 927 160.5 708 1172 927 ISOA 499 105.5 927 156.3 698 87.9 927 t58.3 695 75.4 221 156.3 855 65.9 027 1833 05 2
64 In 170.0 787 170.0 912 154.5 no 170.0 691 132.0 888 1631 SU 1139 880 141.8 869 103.0 869 134.0 660 92.7 069 129.8 d54 77.3 889 120.5 652 682 889 1255. 652 57,9 809 1288 652 (),) o o
601 143.2 748 137.6 634 1194 746 132.3 620 102.3 746 117.8 Sall $9.6 AB IVs 599 795. 748 101.0 692 77.6 746 We 547 59.7 748 03.3 693 512 746 95.3 583 44.11 749 93.7 603 7��. N M N
p 431 123.7 077 132.0 570 103.1 877 1172 666 88A 677 W3?2
772 477 91A 648 68.7 077 05.2 639 01.9 677 OLO 534 515. 677 77.0 529 41.2 871 Ta.7 529 78.7 077 76.7 529 1^ C) J
�r 661 IRA 817 114.1 630 80.7 617 97.8 519 70.0 517 67.3 Bit 76.3 600 53.11 017 726 m 53.0 817 68.T 4959 44.8 817 84.4 463 304 $17 &3.7 482 33.8 6t? 837 482 a D„
�g
72 in 8?.e $18 87.1 450 Sol 618 742 440 69.2 618 51.0 518 WA 425 46.1 518 $42 4t@ 41A 519 50.1 414 345 518 40.6 408 29.8 e1S 45.0 405 X9 Pie 45.0 405 ,Z
7a N 706 465 73.7 408 58.7 46S 82.6 398 50.3 405 44.1 485 49,4 364 39.7 465 45.3' 378 35.2 185 42.2 374 29.4 465 383 361 20.2 483 3a.S 364 210 485 36.2 363 �
70h 652 441 88.0 387 54.3 441 $1.7 370 485 441 404 441 45.4 306 362 441 41.8 760 32.E 441 38.7 358 27.2 441 34.9 349 21.3 441 33.1 348 20.4 441 32.7 345901424 132 415 285 35A 332 37.D 289 302 332 285 332 28.8 700 23A 337 26.1 278 212 332 24.1 272 17.7 332 215. 268 152 332 18.11 242 133 332 187 2601 35.0 291 339 260 281 2B1 30.3 254 25.0 29f Tis 291 23.5 248 19.4 221 21.3 244 57.5 291 19.5 241 14.0 291 17.1 2.14 129 201155. 2327081 21.b 270 25.1 208 2ffs 239 21.I 205 fT,S 230 134 730 402 Ise )' ..zIll 1 226 215 211 107 189 218 195. 184 16.2 218 1 U.t 218 14.8 188 Lu
Lu N
1201. 17.9 787 18? 170 14.9 lei 15.3 it? w, X
N tD
TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: $ !
Anchor Ca ac Tabls Iba
130stmte: 2.7k Oofiamlo 3.Sk Com 31010.CMU Fated r2W PT Wood 5.4811 AN CAP.,"""" r4 0
(OPM,}X{ =ANCHOR CAP.-
5118'EICo 114'SOEko S/1W5 174•SSEI.O 110Siee1 $126Tae1 112S1ed MURMULATTA
Anchor Cop Pattorna
Anchor type. 3tie•Eiw tttmeal N4'EkoL0tron9n tlbseon 3tC Eko Ottreag0 itC Etw U3maen A9grecata Ultrwon 4motata Saran(o5)Sefew(o5) Sem m) USE THIS FORMULA TO OBTAIN 7HE'ANCHOR
Edge 0101-*(1n): 1' IWA
r 2.111 3am" 1' 2-W 1• 2-1/r 2- 3.115• r 0.48• 0.54• oa24• CAPACITY REQUIRED'CORRESPONDING TO AN
E%I,dmenl(1 1-34• 1.34' f-374• r 1•ur 1-u4• 1.114- 1-lw /-fa•t�-A
1.114' r Iar6" Sam• .edea ACTUAL PRESSURE REQUIREMENT FOR THE
2Amtrom Qt4.75^741n.O.C.1Standard«01081CUPSFbAll: 39D ft 450 R. 1390 to, 1814 b9 210 Ms 280 Ms 351 los 740 be 314�!anal 940Ito 341toe d421Da Seo ba OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Am1ron®l.1s Ml.a.c.751oeard{oro�segap(F7P•2Y 450 Ru WA' WA WA WA 369 ns wA WA Nu+ w5. e6z4-6 ea51D6 1120 lw CAPACITY{FROM 7HE TABLE}OFTNE SELECTED
4An1111®r M1.0.¢1(2)2s5Ag%ObettFla,3k 760 W 600 ba 1580 U 1896 ba 540bs sm too WA 7601bs T16I_ wlowbs 682 b4 685IW 1120roe MULLION,(T WILL YIELD A MINIMUM ANCHOR
aAn9Das�O.Si'M1.0.0 tt74'21p,Mto,t00'ANm.f�ip.4k WA WA WA WA WA WA WA WA WAA w5. WA WA 950 ke CAPACITY WHICH MAY BE USED TO QUALIFY
1 Amnor 7 Fara{Fq.5) 195103 225 bs N5 ba en lea 13s ba Ido IDI 171 ul 3to lDa 15714- 33x l9a 473 roe no ob 221 Ilw leo ba ADDITIONAL ANCHOR OPTIONS FROM THE
2 AmtAm 0 l.W M1.O.CJ Fa tFt06} 2461bs WA WA NLA WA 199105 WA NDl WA WA WA 311 Wa 4421W 580Ibs ANCHOR CAPACITY TABLE j PRODUCT REVISED
m complying with OSo Flodb
ILdlding Code l(p-1.7.10..0
FIGURE 1: FIGURE 2:
1.250' Acc5pi0nco tJo
i . --i TABLE NOTES: Onpimlim TYate, F:)Z
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. MI i)@4@ hoduct
1111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. ���tY(4YN N
FIGURE 3: •
ANGLE
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' ,��,•''41GF.NS '•.F� ��
• ! ` . CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Y Be USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �r No.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _�
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C90.WOOD SHALL .100" p") `
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE --- %)� $•A,rd,n"
• 8063-TS AND BEAMINIMUM OF.100'THICKSTEEL STUDS TOBEAMINIMUM GRADE 33AND -� �U�` '-•;FtOR1D!;.-' ��:
• .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 125'X325'X A00' i, `Sin
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION
010 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 4110 S.S. A.[VNN MILL91k,P.E.
FL P.E.#68705
TABLE 10A
Mullion CepadtyTable 8b.fle)
Opening Width(Wrvedicatyspalydng md2ons)arOpening Haight(forh6Rzoria?tyspemdnp mdkm)
SD in Coto 70 k1 so In 90 a 100 in 120 in 140 in 160 N f2 p
j d
135x328 Ractan2Nat TrW✓rtiarg. RadanpAar TupRnan6. RacfmrM Tupfrliag. ttwlaigulat TnplRianp. Rxlanp4at 7uprtAany RaclmguW Tnptdatg. Rutenpulu TrepRdanq. Rallonp,h7 I" .% Rwtafto Trapfaing. 4
x.524 Wft tna-ov I"" Lu �0 UWa V 1,04*q Loadn9 too&1g Inadal Loafing Loaae9 Loadn6 l9aag LoaOnO towingtwig Loa6nt wain a
Alum.Tube 1i € •s.. •' %.. €' »'.. » £,. € '.. €., a_ €" '.. 3 •'^ 'ff €.. € '.. 'e €^ §' »: �' %.. •€ .. �' »: '° '€^
Mu �� 3€ s s� g �� a �� € € a � �g u a §a $ € f� a € $ a via A a
u u'= u u u u u u' v u u u u u u u 3 u ua u ue u u u u v uv u u u ub a Sig 5 m
UJ
Aaa" �a � �aaa �?
421n 170.0 620 1170.0 435 170.0 744 170.0 470 170.0 066 170.0 606 170.0 992 170,0 619 170.0 It% 170.0 521 170.0 1249 170.0 521 170.8 1485 170.0 621 170.0 1735 170.0 621 VO.0 1983 170.0 621 -J
4850- 170.0 709 170.0 524 170.0 a50 176.0 661 two 992 Ina 430 +70.0 1137 170.0 fist 170.0 1275 170.0 677 170.0 1417 170.9 660 170.0 1700 170.0 800 169.1 1979 170.0 680 148.5 1979 170.0 680 � vi
50.625b 170.0 147 170.0 563 170.0 696 170.0 631 170.(1 1046 1700 604 TOO 1195 170.0 723 170.0 1345 1700 741 170.0 UN 170.0 766 170.0ff34
170.6 7" 159.6 1877 IMO 766 133.6 1017 110.0 756 �
54 in 170.0 79T 170.0 612 170.0 956 +70.0 6911 170.0 1116 170.0 764 IMO 12H 170.0 003 tru 1474 1709 631 170.0 I59A 170.0 1156 156.4170.0 861 134.1 1769 120.0 661 117.3 1759 170.0 661 lt1 p o
501. 170.0 685 179.0 701 770.0 0063 173.0 79T 170.0 1N0 170.0 576 170.0 1417 170.0 914 t61.1 1511 170.0 996 145.0 1511 170.0 1033 INA110.0 1063 103.6 1511 170.0 1067 90.6 1511 170.0 1003 h
C/)
(D �
631n 170.0 930 170: 746 170.0 1116 170.0 650 MCI) Utl2 170,0 940 1568 1310 170.0 1016 139.2 1370 1700 1078 US.3 1370 164.0 1982 164.4155.9 1072 89.6 t310 t5S.3 tots 70.3 INS 155.3 1070 �
66TH 170.0 974 170.0 789 770.0 1169 1700 603 [I%
0 ll0.0 1002 1362 1245 160.5 1013 121.1 12d 147-1 1000 1089 1276 139.0 969 90A 130.4 978 77.6 1248 129,9 976 60.1 1249 129.0 976
721. 167.6 1049 170.0 678 139.9 1049 150.2 892 19 132.1 515 1049 1019 119.1 NO 612 1049 109.7 816 03.9 1019 102.7 838 S9,9 941 026 59.9 1019 91.2 820 b2.d 1049 9t.i 820 j
n 761. 18.7 911 119.1 627 116.9 941 726.6 809 1 t+t2 191 892 477 100.0 777 ?9.3 9111 91.7 786 71.4 941 85.5 75, 54,b77.6 7M SS.0 911 740 737 446 '941 73.3 736 o Z
gIS 1. 1320 6% 137.6 103 119.0 a94 176.9 767 1024 763 825 694 91.9 740 13.3 694 81.1 730 66.0 1194 l6J 721 65.070.7 7tl7 IT.1 891 67.0 701 41.3 894 65.1 696
90 in 85.9 671 65.7 696 71.6 671 74,9 585 1 653 $75 537 671 60.2 666 47.7 671 529 558 410 671 460 551 35.843.1 634 30.7 sTt 397 631 269 $71 37.9 526 to Q N O
S6 in 10.6 690 72.6 627 59.0 690 51.4 558 0 53A 602 44.3 $90 41.6 602 393 640 43.0 494 35.4 599 39.6 488 29.634.7 411 25.3 590 97,6 069 22.1 690 29.8 161
qf051n 49.7 466 50.0 424 410 466 42.8 411 4 37.1 405 91.7 466 32.9 402 27.8 466 29.7 396 24.! 466 27.W311 -..1 27.6 382 17.8 466 213 NS 156 166 14.6 370 Noo1111. 45.5 611 46.7 400 382 441 39,3 393 1 24.1 387 28.6 441 30.2 382 264 411 27.2 316 IF. 441 24. 21.6 30 MA 441 19.3 355 14.3 Nt 17.8 351 W M
1201n 362 378 35.9 3U 302 ata 311.0 3M 78 26.8 134 227 37O 23.7 329 20.1 378 27.3 326 16.1 378 19. 370 1S.? 311 .K, fn y
04
144 In 21.0 262 21.2 242 17.5 261 ITA 239 15.0 282 16.3 236
Q.`' Z Q O
t7-� y;t71 to
TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: ��
AnchorOepacityTable(ibt) ApIG}1pR p,�
Sut6tlaie 2.7k CDm We 3.5k COM. NOOott OAU FWOCMU PT WOod Vaal (Op}X 1! ANCHOR CAP.,,,,,
tY1WEico +td'6SERo&IWEito WSSENo N1OSted ei261E91 N1261ee1 `MULLION CAP.,,,,„,,,
AnchorCApPett6me Anttlartype 3nWExowram urEkou9r4ca1 Ullmtal 3"1WEic9wlocm vrEkoUa2cw7 ApgreGatar Uk18cm A99MG7ta 6cmw(G6)8tMwM Stter(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Ed9409=6 n 1' 2-v2 r 2.tYG 3-lAr Y 2•92 /' 2-v2 21 3 Ar T 9.d6• ur 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embeonall n ta4" tar Tar +ar r t-v4' l.vr 1.244' t-vr 14M' t•1Ir 2' I-vr taut Sets ACTUAL PRESSURE REQUIREMENT FOR THE
2Anth0M 0175'MIR O.C.7 SVm1xd"02WC8p(flg 1T OfOlas s6ass 45095 ago lra +644 ws z1a65 280 ea ast a5 slat 314 sb! 6se oa Sufi Its 341 as 412 6fio Its OPENING,WHEN IT IS LOWER THAN THE MULLION
4A0fa9rs 01.15•PAK 0.G 161amaN(d•Cflel cup(no 4 4&Olbb 700 to NU t0A NIA NIA 30)Its NIA WA NTA WA WA 6828» 055as t120ID8 CAPACITY(FROM THE TABLE)OF THE SELECTED
4AreMM t3MOLO.C.I{t)2c5At�ptaC llFig3T 7m fru tmiM SubPos 15Wfin 18aMs 640101 swDa NIA ?MW Its 748M 80Dm Seta es fie29rs 68801 1120iW MULLION.IT WILL YIELD A MINIMUM ANCHOR
0 Atclva O.ea"Ntn.O.C.f UCap,inlo.fOW Num.(flq 4Y NIA WA H/A WA NIA NIA WA NIA WA WA WA WA NIA WA a7ft CAPACITY WHICH MAY BE USED TO QUALIFY
t ArclolFCBp(244$' SOS Ins 195 to 27565 445110 0229» 13566 1402A 1771b+ 3TOim 1871bs 332 ws 413 roe Wows 22110 290IW ADDITIONAL ANCHOR OPTIONS FROM THE
2AnOnbn i 1,lWMin O.CJ rycSp g 2•IO xS 35080 NIA WA NfA WA 100 Re WA WA NIA 300 WA wlins 44285 :60ibe ANCHOR CAPACITY TABLE PRODUt,T REVISED
m complying frith the F)91ida
OAcctdaa$+1 No
FIGURE 1• FIGURE 2: TABLE NOTES: 1.250' fix itoiico Dara 021
1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mftun'Doda trodu.
r\5ni 4111 t/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \; ��`l�;',r�•�7/(�7�i�,
FIGURE 3: \: ;•4(GENSg •F� f
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' t-
ANGLE ST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOW WG DIMENSIONAL RESTRICTIONS
BCLIP E USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 'i1'' No.51}71111
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FtGURE4: FIGURE 5: FIGURE s: GROUT-FILLED CONCRETE:BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL
BE PRESSURE-TR
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624' �.S'• .t TE I• ,1y/.�
• 6063-TS AND BEAMINIMUM OF,100'THICK.STEEL STUDSTOBEAMINIMUM GRADE 33AND
-� ��t�:.''•;!GORtn�`••`�(,j
.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ��fic• Fr"��
0 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND THE MATE'RIAL. t35'X3.25'X.S24" 0
�liJ"JC.)I+�;��• t`
#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S, MULLION a tYNN94(IZL R,P.E.
FL P.E.#58705
TABLE 111 a
Mullion Cepactiy Table{Ibadtz)
Optningt'itdthcrOpaningHe ht(forlwdmdalyspandrgmdfion9)
6o in Gain 7o in 60 In 90 it 100 in 120 6r 1140 in login p
726x384 RaUangWsr Tt WTIWg. Ratt.*dw Tnpfiang_ RacongJat TAap/7dwg. Reotagular Traltrdsn9. Raoia.gtlar TaplTdaag. Rodfaig br Tnp'feana. Rat1a"pety T 11ni og. fl d.9dtar TtspRdaa Rationgdal Trwrtbog. p
Loading L dbe Loading Loading Loading Loading loading Loading Loading Laaenp Loading Loading LoodVg loading t4sairg loading toaa'ng 1114200 sx "
x.624 �
Alum.Tube .€ : .' .€ .€ .s s ,s a ; §'; : '£ .. € .. _ - Av �
Mnlnon ., > a ., a� x a a N
s wa $a a em s §� s e e a c•t>. a g! r B V €
U U E U V V U V U a V V U U U U 14
V Urn V V a V ti U o V U eeL,q U U U U&v U V U
5 0) }tin H
a �1 a IJ W
E& Erg I Ed � d`ot � E� 113 Ear € Ed E2 s' �`& x d s <& Q
421. 170G 630 170.0 435 170.0 1 744 1701 470 1701 869 170A 606 170.0 992 170.0 519 170.0 1116 110.0 621 110.0 1249 1170.0 521 1700 1 1468 1700 621 1701 17351 170.0 521 170.0 79B3 110.0 621 J
481n 170.0 708 170.0 $24 1700 050 170.0 601 00.0 992 Van 630 TT0.0 1133 170.0 661 09.0 1275 1100 677 ITOA 1417 170.0 680 170.0 17DO 170.0 680 170.0 1903 170.0 660 1701 2267 170.0 680 W
6II.625 in 170.0 Til 1700 553 170.0 045 170.0 631 170.0 1046 1700 684 170.0 1195 1701 123 170,0 1345 Ilan 747 1701 1494 170.0 756 170.0 1793 U0.0 758 170.0 2092 110.0 766 170.0 2391 170.0 756 ."o-. a m
64W 1710 707 170.0 612 170.0 956 170.0 691 170.11 ilia 170.0 764 170.0 1216 170.0 003 170.0 1431 770.0 937 170.0 1SW 170.0 856 170.0 1913 170.0 061 170.0 2231 170.0 061 160,2 2403 170.0 061 m p A Q
60 in 110.0 885 170.0 701 170.0 1063 170.0 191 110.0 1240 170.0 878 170.0 t4R 170.0 944 170.0 1SS4 170.6 9Sa 170.0 1771 170.0 1033 170.0 2125 IMO 1083 1403 2163 170.0 1063 529.8 2tS3 170.0 5063 (mp
6310 119.0 930 170A 74S 1700 1116 170.0 050 170.0 1302 170.0 940 170.0 1469 170.0 1016 170.0 1673 17e0 1076 170.0 1659 170,0 1122 1569 2060 170.0 1169 134.6 2060 1701 1171 117.7 2060 170.0 1171 W
681n 170.0 914 170.0 769 170.0 1169 170.0 9W 170.0 1784 170.0 1002 110.0 122,4
0.0 1006 110.0 1157 170.0 1155 170.0 1910 170.0 1210 143.0 1966 110.0 1276 7226 1806 170.0 1286 107.2 4968 170.0 1288
,d 72 in 1710 1063 170.0 078 1700 W6 510.0 1009 170.0 1480 170.0 1126 170.0 0.0 1226 154.1 1734 17a0 1315 139.7 1734 1691 1386 716.6 1734 155.9 13U 99.1 1734 160A 1352 80.7 1734 1502 1752
a 75in 1700 1122 170.0 937 170.0 1346 1701 1000 INS 1556 170.0 1209 14TA 52 1285 131.1 1556 1615 1268 111.9 1656 141.3 1251 953 1568 128.3 1229 042 1656 122.3 1219 73.7 1558 1212 12166Z
711n 170.0 1151 170.0 967 170.0 1781 170.0 1116 155.9 1417 169.3 1245 136A 2.0 12'24 1212 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1471 516,9 1169 17.9 1477 110& 1158 682 1477 1093 1151 s[ �. er-• d'
901, 1421 1110 1465 US 11SA 1110 1235 968 101.5 7110 1075 SSI as .3 036 1&9 ilia 075 922 Me Me 807 910 542 1fID T1A 091 SO.T 1110 656 870 441 1110 62.7 070 Q N O
98 in 117.0 975 1207 872 97.6 9TS IOLS 656 838 97S 90.3 842 732 6 029 85.0 976 Tt2 017 68.5 975 65.4 e0T 46.0 975 671 749 411 075 320 776 366 976 49.3 167 F �( y,co 0
100in BI2 771 04.0 696 69.5 711 70.7 665 60.7 779 61.3 674 SIA ?It4.3 664 45.7 771 42.0-038t
41,11 771 M.9 047 373 Tit 38.9 W2 29A 7Tt 39.0 621 25J 771 32A 612 ��S�
ffti. 75.7 730 TT0 681 83.1 730 65.9 650 66.1 770 56.3 WO 17.3 .9 631 42.1 130 37.9 730 41.1 614 31.5 770 35.6 60 21.0 730 31,9 689 23.7 770 29.5 b8i W 119
VOIn 59.9 624 61.0 569 495 62A 512 SW 421 621 440 652 315 .2 647 37.7 b2! 30.D 627 322 531 28.0 824 27.7 fi19 2f.4 W4 246 549 18.7 620 22.6 501 X N in
203
144 in 34.1 43.7 371 400 269 473 29.4 395 24,8 433 25.4 390 21.7 .4 785 19.3 433 17.3 433 !83 376 6.k r Q
z
TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: ' €� ,o
AnchorCepeclty Table(Ibs) ANCHOR
SLOSTM1e 2.7x Coarde $42
Calc. NtAOw CMU FMOCMU PT WOW Mesa! (DR,,)X{ �.ANCHOR CAP
[01
Elto 114.Ss an WIS.EkO IICSSEIeo YtOSted a12Stee( W2 SIeel MUCLiON CAF.,,,,,.„�,
AnchorCllp Patients
Anchor type 3rIC EtcoUOratm ve Fxoaton 3116110 UeAetmb1771
ubacm AylreGalof Uamcoa Agam"a atm.im screw Stte*(35) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Ease dslerce 0 1• 2-v2• r 2-lir11w r 2.1Ar2•vr 7 sire' r 0.4r a5c 0.32s CAPACITY REQUIRED'CORRESPONDING TO AN
Emtedntm n 1174" 14rs 1414" 2' vur I-vs 7-vr 1.114• 1414• 7 119' I-vir vale9 ACTUAL PRESSURE REQUIREMENT FOR THE
2 Aaron Q 4.75'Min O.C-I S ana3a or0W Cop a I) 390 0» 190 Gs 460 Its 4lbs 270tbs 260 ba T4o1D9 374 bs 67:4 ae 046 to 341 W 442t05 560 n OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AnthmQ LIS-M01 O.C.ISlantaze(of tMSN)CIP a 1g.2) AMts 70D to WA IA NIA 090 be WA NIA WA WA 60263 865x6 112D Its CAPACITY(FROM THE TABLE)OF THE SELECTED
d Aats.s C 3.1AIM O.C.1(n 216AtO60g51(Mg.3) 760 bs 750 to 681 b9 6 Ws 510bs 50IbsMaine 746 bs 090 t. I9921t6 682103 6551, 1120 to MULLION.IT WILL YIELD A MINIMUM ANCHOR
711011�0.Sd•M97.O.C.lUC6p,►it5,10D'Aatat{F10 dT WA WA NIA NIA NAA NIA WA NIA WA WA WA IDA 1267 Its CAPACITY WHICH MAY BE USED TO QUALIFY
1 Aaron FLYp(Ra Sk tefi 1M 186105 226 Ox 21, 1350 140919 370171 187M =Me dJs� 17165 221 Ra 290Re ADDITIONAL ANCHOR OPTIONS FROM THE
2Anctw@1,17111 O.CJFCJp S 2q gu 0502e WA IDA N/A NIA 100 D5 WA NIA WA WA 311 bs 4426 660106 ANCHOR CAPACITY TABLE. PRODUCT REVISBD
aI tnmpiyinywi1b16oFIb41Aa
1.250" Building0odo -0"jl$.O
FIGURE 1: FIGURE2: 718.0E NOTES: AtP.4 �e+f2bel
i EM 1n'Onthie-
!� • 1)SEE SHEET 1 FOR INSTRUCTfONS ON USWG THE TABIES AND SHEET 25 FOR INFORMATION -
13y
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 41 e1ko II!I i
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. ti�� \YNN Poli
FIGURE 3: 1,, �.,......., !(„
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BEIUSED T SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. A{o,6f870♦5 ., _
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND
FIGURE 4: FIGURES: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL
BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL SE w"E 01: TrT
6063-TSANDBEAMWIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND •624" l'C,r.''•.FGGR70�:• •(";j
• , .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A36.ALL i4 ' '• •-' Qti'
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL %.,,/Sic)
#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. 1.26'X 3.R4'X,824' A.LYNN'MIL.. R,P.E.
• MULLION
FL p.E.#68705
TABLE 120
Mullion Capacity Table Ibsfie a
Opening Width(tor vertically-$panning mklllons)or Opening Height(for hodwMelysparr ing mUilons)
601n ad In 70 in I 80h 8o to 1001n 120 In 140In i80 h t
Roctelkpder Tm#Merg. eact3wdor Ttop/R1m0. Reolenpre7 Tra;Mm9. R.48VIS, Tnpndwg. Rectangulw hoSJTAm9. R3Nanguw TmpRd3n9. RmtwWw Tmpi76wq. 1160.puior Tmprimn9 Rulmgulm 7IWMwg.
2 x 4X.26 4at6 g taring L4,ZO t aaanp taa3 g Lo"All taaMg Loading U aAnp Loadnp Loadng taadS 0 Low Load ng toidna Lowing toad g toaQ g a
Alum.Tube y }1Y
Mullion u.
8 all 1 11 1g 1 � � � � I � I
L � � ��
42 in 170.0 620 1740 435 170.0 744 170.0 478 170.0 669 170.0 1506 170.0 092 170,0 MO 170.0 1118 170,0 52t 170.0 1240 170.0 521 170.0 1486 1740 521 170,0 1735 t70,0 621 170.0 1983 170.0 621 p 7�..
48h 170.0 700 170.0 524 770.0 050 170.0 ON 170.0 992 170.0 630 1170.0 1133 170.0 681 170.0 1275 1700 677 1700 1417 170.0 $80 1740 1700 t744 MO 170.0 1683 170.0 SW 170.0 2287 170.0 880 `J.t W
6062507 170.0 747 1740 583 170.0 699 170.0 031 170.0 tO46 t70.0 684 170.0 1186 17e.D 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1193 170.0 766 170.0 2492 170.0 766 170.0 2391 170.0 768 �.
54 In 170.0 797 170.0 612 170.0 058 170.0 691 170.0 1116 170.0 754 170.0 1278 170,0 603 170.0 1434 170.0 a37 176.0 1594 570.0 856 170.0 1913 170.0 881 170.0 2231 170.0 $61 1748 26:0 170.0 861 LU $ Q
WIn 170.0 885 170.0 701 1710 1083 170.0 797 170.0 1240 170.0 878 170.0 HIT 170A 944 170.0 1594 170.9 We 170.0 1771 170.0 1033 170,0 2125 170.0 1083 1704 2470 VO0O 1063 1805 2960 170.0 10$3 � M �
031. 1740 930 1700 745 170.0 1118 170.0 650 170.0 1302 170.0 040 170.0 1488 170.0 IOtS 170.0 1673 170.0 1018 170.0 1039 ITO.0 1122 1740 2271 770.0 1169 169,7 MIS 170.0 1171 145.8 263} 170.0 1171 J
J
65 In 170.0 974 170.0 709 170.0 1162 170.0 803 110.0 13M 170.0 1002 170.0 1558 170.0 10$8 170.0 1763 ]70.0 1165 170.0 1848 170.0 1210 170.0 233$ t70.0 1276 151.8 2437 170.0 1280 132.9 2437 170.0 1268 Z z m
72 In 170.6 1483 tI0.0 076 170.0 2276 170.0 1004 SIOA 1{06 1740 5178 4740 S70D 5740 112$ 170.0 k8W 470.0 1356 170.0 2126 170.0 1387 145.6 2164 1700 118! 1248 2104 170.0 1529 109.2 2154 170.0 1530
TO In 170,0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1670 170.0 1209 170,0 1794 170.0 1322 105.1 1980 170.0 1421 140.8. 1980 1740 1603 t23.0 HIM 101.8 1646 106.1 IWO 154,0 1535 929 1080 1627 1531 5 LU
LU�, Z
78 1. 1740 1161 1740 907 170.0 1381 170.0 1118 170.0 1e11 1740 7260 170.0 1642 470.0 1388 152.7 4887 170.0 1474 537.4 1867 163.1 1600 114.5 1881 147,} 1473 882 4867 138.8 1459 85.9 1801 537.6 1464 rn r
got. 1740 1320 7740 SSM U8./ 1388 15$4 1218 127.8 1}98 138.0 1188 111.8 1398 121.3 7179 99.4 1398 LIDS 1162 69.6 1388 101.6 1147 745 1390 69.8 1122 W.9 1398 827 1105 65.8 1398 78.9 1098
Q 113) p
961n 147.4 1220 161.5 1098 1229 1229 127.6 IWO •105,3 1229 itt2 1061 ez 1210 ea.9 1044 81.0 1220 $9.6 1028 73.7 1220 $2.4 1018 611.4 1220 72.2 093 52,7 1229 850 977 46.1 1229 62.1 997 h �Z �
t06 in 101.6 871 105.8 677 W. 971 $4D 862 740 Wt 772 848 64.7 071 644 837 675 077 IRA 825 $1.6 071 W.5 $15 411 971 49,0 798 37.0 971 44.0 742 32.4 971 40.8 77t
titin 856 919 97,3 632 79.5 819 619 $10 68.1 918 70.9 806 69 019 629 794 53.0 jg
784 47.7 919 tit.5 774 39.7 919 44.0 756 'XI gig 40,2 742 29.8 Sig 37.1 732 W
1201n 16.5 70 700 716 82.9 780 8{.6 705 $3.9 788 65.a 693 47.2 708 49.4 686 41.9 071 37.7 788 40.5 OW 315 788 349 1133 27.0 788 35.0 841 23.$ 709 28.4 631 � � �646 K.2 604 38.4 546 37.0 198 31.2 5{8 319 491 27,3 MO 28.2 485 24.3 479 21.8 tM6 229 474 1E2 546 19.8 484 tS.0 648 17.2 456 117 848 10.6 M6 Q Q
TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: 4. Z0
AnchorCp of Table(W)
sum0ate 2711 CueMe 36t:7:ax. Hm94 a+u FmeDCMu PTw0a3 Ma:6 (DP„)X{ANCHOR CAF.,_,W)=ANCHOR CAP._ � D'
6118'ENO 114`SS Elco SfIC Elio v4'6s Etc0 510SUd a128tW •112 MO MULLION CAP.,,.,,,"/ A o�rc'3
AnchOrCAp P•ttem• Mala type 3r1G Eic0 U9rxm U4•E1000aracon U�con 3118'Elco Uiram AVeGmor 111r4cm AggteGaln 9eter(OS)Suer(q5) ScrW(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR
EO9e Ostarce OnT 1' 2-112 t' 2.117 3419' t` 2.112• t' 2-112' 2 3.1te' 2' D.tB• 0.51• 0.3w CAPACITY REQUIRED'CORRESPONDING TO AN
Elntr:0nmtn 10x4" Sa14" IaWV laic 2` 1-114' 1.114' 1.114' 1.14• 1.114' 14W 2' I.M. ta'8` vales ACTUAL PRESSURE REQUIREMENT FOR THE
2AMMn4.7MiR
8' O.C.l Stmada'
OmrO allig.1112Y 300 Ski 390 46 45003 896 68 1 10 W103 WORA 280 351 M3 MOMS 374918' 6641ts 046 i 86 s 34163 442Mo Rs OPENING,WHEN IT IS LOWER THAN THE MULLI
43ON
4 Arch2.68"Min O.a r SlanmN(or Clisel)Up in% 740 RA 740913 COD 96% 7445103 1474 b3 NIA 500 b8' NIA 905 ns WA SW WA 6826 68 112063 CAPACITY 6851120CAPACITY(FROM THE TABLE)OF THE SELECTED
Archon 1g D
OAn:na344 t.n'M9t o.G7slarammtotO3at>cgsir7g.4Y Mtn 75868' 1946¢4 NIA WA 705 Its WA MOM NTA WA WA 1 102211a 1878' Ss806s MULLION,IT WILL YIELD A MINIMUM ANCHOR
4Art ton 0 T M81.G.C.t(2)2X5 Angie Clpst ft 57 7806s Nobs ism is lowft LuoieD 56068 NIA 76o its 74863 OWIbS I igr9m 1 682 h6 MMS 1123 ba CAFACITY WHICH MAY BE USED TO QUALIFY
6ArcMrso8'Mbl.o.C.r[A216Ar012aMt(FI2.6Y 1170bs 117068 102064 234668'1 28M JOS 60los BWm WA Ii409a 112268' 13200x6 j 283868 I 102211 132768 1680 It's ADDITIONAL ANCHOR OPTIONS FROM THE
SA1tron 1.311 Mak.O.C./UCfip,h1o.125'Alum ft 7Y WA WA N/A WA N1A NIA WA WA WA WA WA WA H!A WA OT3 ANCHOR CAPACITY TABLE.
BAncron�O.Ot`M97.O.C.tUC8p,0116.120 AAsln.ifg.eY WA WA NLA WA !UA NA WA NIA WA EUA WA I A N/A WA 211 m PRODUCT REVISBD
2Am"0268'MIA O,C1 FC6p(Rp 9Y 370018' 37 m 315bS 74368 71268 EUA 29068 WA 3401te NLA 440IDs WA 3411 442 Us 660 to as consplying With kho Florid6
3A7chan®t-71-Mm,
O.CJF42 (Flp.tOY 44368 525to 3706% Wim NIA NIA 3mm WA 300103 NIA WA WA 611 b8' 66468' 840 b3 Buuiiildiingg,G3do G-021$+O,y
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A$THE STANDARD CLIP. p
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, P-xpimti 1 Due, /fprj j
FIGURE I: FIGURE2: FIGURE 3: FIGURE4: By+j
• ♦ • • • • • TABLE NOTES: 2.ODq" an Dmk lroduct
1111{{17((111
• • 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 2-4 FOR I I
GENERAL INSTALLATION METHODS. ��� \nT •'•. Af t!rt��i
FIGURE S. FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3)MULLION• • • • .250. - 4.000' 587U5 '.•12 �_
MULLION CLIPS SHOWN ARE
T TO SCALE.FOR
SIONS,SEE SHEETS 21-23.HOLES TO OF DRILLED IN
• • • • LTHE FIELD OCATIONS.OLDLOWINGDIMENSIONAL RESTRICTOIONSSHOWN ON SHEETSO21-2F3 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE J`C1:(t �5, r) (r_
`
FIG
URE7: FIGURE&: FIGURES FIGURE IO: ;Jy
ANGLE CLIP 4}SU@STRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GR0117•FILLED CONCRETE BLOCK UNIT /.` ,fi10R]Op:• ``
• • (FIGURES 588) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.SS. !,7r:
MUST BE USED ALUMINUM SHALL BE 6083.75 AND BEA MINIMUM OF,125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045'THICK(18 2"X 4'X.25'MULLION X71 x+IONA.C-
��`
H. ♦ IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL.EXTEND AT LEAST 3 SCREW I t 1 7 i1 i
. .. • • THREADS BEYOND THE MATERIAL.#1q 8 912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A,LYIStf h'.#58 0 P.E.
FL P.E.#587Q5
TABLE 13A
Mullion 0s co Table IbslR2 ® ^ `
OponlnaWid(h(for wrBPa*spardrgmJllons)oropon(ngHeight(for horizor y-spamirgmWGoro) I'd 50 in So in Twin bah 901. 100In 1201. 1441. 1604Reetwo. T'SPRO-V RsdanNelaf TieprI lana RftIwI Ww TfeprM.% R.Wo ols Twgrlmp- R-feneular lmwTdmo. ReefenO/ar Tr.plritenq Reet"no" Tloprid", Red-oubrTnpRdsn9. Reelo W. 7roprTdanp.2X8X.25 toed+9toadn9 Laadnp tearing lasd otaodne losdn9 Loadn9 toadko toed g Loadnq tad" Loadro Loada9 Loerin9 Lcadnp tmdng Le ft �
Alum.Tube b 2 r > r aY
Mullion ' ra ft
N
421. 170-010201 170,0 435 170.0 744 170.0478 170.0 808 170.0 500 170.0 992 1170.0 019 170,0 11181 170.01 521 170.0 1240 170.0 521 170.0 1468 170,01 621 110.0 1735 170.0 621 17o.01 19@3 170.0 521 Q
1. F
48 170.0 700 1700 524 170.4 NO 170.0 681 170.0 902 170.0 830 170,0 1133 170.0 881 t7M 1275 170.4 077 170.0 1417 170.0 050 170.6 1700 170.4 080 1170,0 5083 1740 680 170.0 2767 170.0 060 tt0
50.625 In 1740 747 170.0 503 170,0 808 170-0 631 170.01 1018 170.0 984 170.01195 170.0 723 170.0 53;5 170.0 747 170.0 1494 570.0 750 170.0 1793 17O.O 756 170.0 2002 1TD.0 766 170.0 2391 170.01 750 1 0"a W
$oh 170.0 787 170.0 612 170.0 958 170.0 091 170.0 life 1740 764 170.0 1275 170.0 803 170.0 -1434 170.0 417 VO.O 1594 170.0806 170,0 1943 170.0 881 170.0 2231 170.0 081 170.0 2$50 170.0 601 LU C0Caa 0
88 k1 5740 085 110,0 701 170.01 1063 1170,0 707 170.0 7240 170.0 878 17070 1417 170.0 814 170.0 1594 1740 908 170.0 1771 t76.0 1033 2744 2125 170.0 1005 174.0 2479 170.0 1C83 IMO 2833 IT0.0 1003 C7 ~
03 �
170,0 IN 170.0 745 170.0 1110 17OA 050 170.0 1302 170.0 940 170.0 1450 170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2131 m
570A 1189 170.0 2803 170.0 1171 170.0 2975 170,0 1171 J
801. 170.0 974 170.0 799 170.0 1189 1 170.0 843 170.0 1364 170.0 1002 170.0 1368 170.0 40@@ 174.0 1763 170.0 it 53 170.0 1918 170.0 1210 770,0 2330 770.0 1275 170,0 2727 170.0 1288 170.0 3117 170.0 7288
t: 7291 1744 7083 774.8 078 179.0 1275 174.0 5009 170.0 7468 1740 3728 170.0 1 5700 770.0 1228 5740 1953 170.0 13th 1740 2125 170.0 1387 1740 2554 570.0 U86 170.0 2975 170.0 1529 1740 3540 1740 1530 � 0
781. 170.0 1127 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 VMO 1784 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1029 170,0 3140 170.0 1694 170.0 3589 170.0 1705 J fl Z
7a in 170.4 1161 170.0 007 1740 1381 170.0 file iTOA tell 17o,0 1250 170.0 1842 170.0 1360 170.0 2072 170.0 1474 170.0 23M 170.0 1684 170.0 2703 170,8 1700 170X 3223 1170.0 1777 1740 36MJ 170.0 17% d vj T-' e0-
J
901. 1749 132E 170.0 'St44 170.0 1594 170.4 I= 1740 1059 1740 1408 170.0 2125 770.0 1863 170.0 2301 170.0 1793 170.4 2655 170.0 1850 5740 31@0 170.0 2125 IWO 3413 170.0 2273 138.5 3413 170.0 2361 5 O_
901. 170.0 1417 170,0 1232 170.0 1700 170,0 1434 170.0 1963 170.0 1672 170.0 2287 170.0 1794 170.0 2550 17b.D 1932 170.0 2673 176.0 2096 100.0 3189 170,6 2336 137.1 3109 180.8 2470 120,0 3199 160.1 2.028 )- . g a0 p
4 .. �
108 h i7OA 5594 170,0 1408 170.0 1813 170.0 1847 170.0 2231 1740 III. 1740 2550 170.0 2078 tO4.8 2701 170.0 2'271 148.3 2781 !6L9 2333 t23.0 2781 140.4 2281 105.0 2781 126.0 2214 817 2781 1140 if go � N,X A a
itf 1. t7QA 1838 174.0 1<54 174,0 4888 170.9 1704 170.0 2203 770.0 1932 170.0 2821 S70.P 2119 151.8 2032 f8Y.3 2745 1348 283Y 148.4 225@ 473.0 2832 728,4 2188 97.8 2832 155.1 2128 85.4 2432 700,3 209@ y¢ Y
1201. 170.0 1771 170.0 1688 170,0 2125 170.0 1.58 164.0 2252 159.0 1891 135.1 7252 141,4 1984 12MI 2252 127.2 1036 109.1 2252 118.1 1815 941 7162 69.8 IBT2 772 2252 68.0 1830 87.0 2252 If" 7806 W Cn
x
iMM 126.1 1683 128,8 1;46 101.3 156; 708.1 1425 69.4 1684 91.0 1407 78.2 1584 d0,7 1396 89.5 1561 72.1 1373 828 758; 85.7 1356 521 75134 58,0 7330 41.7 168; 482 1305 39.1 1504 44.4 1283 a 2N to N
TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Cabacitv Table(lbs) ANCHOR CAP„w,,,,,, s�d'wCL
&ftw. 27k Cu Les 15k Cons. tiosaw CMU Feed CMU PT Nbod Metd (D_)X� !=ANCHOR CAP,,,,
&18`Eko 114'SS Eko 5118'Eko I1C SS Eko MIO S1eN 012 9teN •1291eN MULLION CAP ,,,,//
Ar¢bw Typa: 3110'Eko USBecon tM'Eko U19aa1 3116`Elco Wee. 114'Eko Ul.ee1
AnchOrCFlpPattem9 Ultreew A99m4I for Unmon A99reDa1or 85rewLCS)Serew(CS} 55row(09) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edoe 051enbe(in): r 2-1rr r 2•irr 3-ve' r 2-Ir-1 r 2-la` 2• 1 3.118' r OAV 0.54- 4324' CAPACITY REQUIRED*CORRESPONDING TO AN
EmboO,W l&1R 1,314^ "4* iaq' 1-314' 7 1.114' 1.114• 1414' 1-114' I-IM 1-v4• r 1618• taro- ,om. ACTUAL PRESSURE REQUIREMENT FOR THE
2Arf N.04.15'Min,0.111 Slendw-ZgetCBp R OF 3908. 39011 450 b. aWf1 184496 270 iW 2601 354 f1 14Ob5 37411 68415. 948b5 3416- 44211 bee IM OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AMI)m04.6r Mh QC.I SUMad(OrOasef)CUP(Fig,3): T601M 7601- POO IDs 178011 3222 b3 5409. Wlbe 7001- 148011 74811 1272105 189211 682W 53511 1120 b. CAPACITY(FROM THE TABLE)OF THE SELECTED
BAr4bors 01.71-MM.O,C-ISfaWd(orOftet)Clip(F);.4k. 118011 14001W 50106. 26951b5 WA WA 0401M WA 105511 WA WA WA 7383 Wa 1770 are 2240 If. MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anw o.a r Mir,,O.C.1(2)215 Ando CSps r 0'10.5Y.1 78011 M be 8801- 15W W 18901- 640 bs See IW WA 760 be 7491b5 NO Ibbs 189211 682 M 8851W 11208. CAPACITY WHICH MAY BE USED TO QUALIFY
0 A W.07 MIn,O.C,1(2)2s6Argb Cept tf o.6k1 156021 %WW 13W 312011. 3792145 1080.5 1120-tiW WA 02DiW 1496 f1 176005 37841- 13638. 1770213 22409. ADDITIONAL ANCHOR OPTIONS FROM THE
12 Awhw3 Q LV Min O.C.1(2)215 Ade Caps I ft.7): 16801.8 210011 /MOW 77801.8 WA WA 13201 WA 150011 WA WA WA 2045 aro 2654 1h 338011 ANOHOR CAPACITY TABLE. pR00UC1'RSVISPJ)
4 Anr-C 1.34•MM.O.C.7 UL7§,Nta.18'An.(ft 81 WA WA WA WA WA WA WA WA WA WA WA WA WA NA 1430 ba
0 AneMn 4�0.84'Mh O.C./U{iip,Inlo.125`Awm.(Fq.g): WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 18.1 IQs as cbmptyf05 fib 4.Flb[)ti1
I--z,000•-.5 UaltdlnOcaae
2.0.84681$4.66.40..Qct F-Cup¢q.io} 3901.5 39004 450 ba 69011 187871 270 Ls 28011 354 Sbs 140 bs 37411 93811 916 ba 317 I1 ;;211 6601- AecoplBOm Ne
4 AmhNs 00.71'Min,O.C/FC9p(Fla.fit 590 Me 700 No 5051- 12981- WA WA 4701be WA 533 b5 WA WA WA 682 ba B851W 1120 b5 .2 [? imli Doie
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES. BY
FIGURE t: FIGURE 2: FIGURE3: FIGURE 4: FIGURE B: FIGURE 9:FIGURE l4: FIGURE II: Mi6m hodul'-
• • • • r • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON �t 1 I i I I i I7
LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. {��;''�IGrNSC'•;FP
• ♦ .s a 8,000' a{5:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS
• • • • • • • tAo. 8701
� 21-21 HOLES 70 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 5: FIGURE 8: FIGURE 7; SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE � "• D �b .'•L „
• • • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.H 'D HOLLOW AND GROUT-FILLED ;0 ti�Tc
••, o
(FIGURES CONCRETE BLOCK UNIT(CMW SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED a OF
MUST BE YELLOW SOUTHERN FINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 608375 AND BE A MINIMUM OF.125' '.r;` \l
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK 18 GAUGE).STRUCTURAL STEEL TO '��158
• • • • • • • • USED 1N BE AT LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW rl S/urJr','111
PAIRS. THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,1"S.S.OR 410 S.S. 2'X 8'X Z5` A.'`1 U MiLEVR,F.E.
MULLION FL P.E.#58705
TABLE 14A w w
Mullion Capacity Table Ibste)
opening Wldth(for teniral"pandn niU1ion5)orOpening H6lght(fcrhod2Dhta*spaMigmulllons) C��+
so In 6D in TO In 001n 001n 100 In t201n 140 M 160 in 0
ReetoWfar BnptTdarg. Reetang1b, TrapRIW4 Rect&ngulw Twrdwu Redwgular I Trap`rd.4 RwWw1sr I Tr.WTdare. Recdw9d.I T09174.14 Re4tW War 13ap/Mal . Retlam*, TmpTdam Reclamular Tmpndm g
1.28"x2.11" i`L53akg Loave LOX" Loading Lnadkv U"M L"09 Leadug L-wnt; LoednO leading LO&g tww L"" L-000 Leafing Loadkg Lowell k5x& m
x^425"A1unt is
11 1
11 1
11
15111 1! if 4, f 1TZ M.g X1111fill11111111111 1 z � m w
421n N42 528 1670 420 12&2 $28 14&0 419 103.0 528 13&9 414 941 526 134,8 411 00.1 526 134.1 411 721 520 13L1 411 60.1 528 134.1 411 01.5 526 134.1 411 461 526 134.1 411 4 W
48 in 9&6 403 10&0 333 845 403 64.7 325 610 403 8&4 Me 804 403 614 317 5217 403 7&1 315 4&3 403 78.6 314 40.3 403 78.8 314 34.6 403 7&0 314 302 4W 70.8 314 _
60.8251n 623 302 91.0 301 We 302 79.3 294 58.8 362 Me 289 513 382 67.2 288 45.7 382 64,6 294 412 302 616 2&7 343 382 63.5 283 29.4 362 635 283 257 362 633 283 - 5 6
641n 67.6 310 74.1 207 60.5 318 642 261 4&5 316 57.7 258 424 310 615 283 37.7 316 50.8 250 338 315 49,5 249 2&3 318 49,1 248 24.2 318 40.1 246 21.2 318 49.1 248 W C)
BO to 49.5 288 63.t 218 45.2 258 45.7 214 35.3 258 447 210 349 258 37.2 201 27.5 256 34.9 204 24.7 250 830 2C3 20.8 258 32.2 201 17.7 268 322 241 1&6 258 322 2711 tp J
t13
42.7 234 45,8 20D 35.8 234 39.1 195 305 234 34.7 102 2&7 234 31.0 189 237 234 29.4 160 210 214 2&D 104 17.0 234 280 163 15.3 234 205 183 134 234 203 183 W37.2 213 39.4 183 31.0 273 337 178 26.5 213 29.8 176 23,2 213 21.0 173 246 213 2&t 170 1&6 213 237 169 15.5 213 212 161 13,3 213 220 160 N0 213 220 18828.6 179 30.1 16S 23.9 M179 20.8 152 244 179 225 t49 17.9 179 20.3 147 1&9 179 16.7, 745 24.3 181 25A 140 20.3 181 21.6 137 17.4 161 19.0 135 16.2 161 17.0 133 .=.,...41 �°22S 152 25.5 133 i&a 452 119 131 161 162 17.6 t28 4 'R
ABLE 14B ~ 17 r
ANCHOR CAPACITY ADJUSTMENT FORMULA: Z 2 N o
AnchorC&PklbTable Ohs) F}Q-� X `W
Susirattt 273Cmcrete 9.Sx C=. "DOW CMI! FIWCMU PTWoda Mdd {DP„")X(iULUOR CAP.,,",,,,• =ANCHORCAP._ mp T'
`MULLION
51161Eko 1/C SS EkoN
o 1/4•S9 Eka 010 stud N1261ee1 N12 Steal � T
Archy type: 3✓15•Ekot6tra[m 1/4'EIco UIr4Cd1 3116'Eko UlUacon 114"Eko Vllydcm x Y Y
An�tOrCIIp P&tiems LWe3Cm AggaGalot Agpui3a<or Screw{es}9ero3(G5) screw(Ge) USE THIS FORMULA TO OBTAIN THE`ANCHOR
EcIpe0latarcetW7 r 2-lrr r 2.12 stm• r 2.1? r aur r r 0.49' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN U}
EMbemndn 1Sr4" tar-• 15.4• 1314' r 1•t/r 1.'If4• t-tt4• 1-v4• 1-ur r f-316• roles ACTUAL PRESSURE REQUIREMENT FOR THE e°y ,aC >y
4a,krors 3Mn.oc./ z<5A fxp0/(Fi01. 780101 78005, 6901ta 1580 or 1096MB 5400u 5sD 53 WA w3 746 m4 6a0 M6 tr92 ma 68263 885 m8 1430IDS CAPACITY(FROM THE AB OOPENING,WHEN IT IS LOWER F THE SELECTEDAN THE
D �r
MULLION.IT WILL YIELD AMINIMUM ANCHOR & m�
CAPACITY WHICH MAY BE USE TO QUALIFY o m
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY ABLE.
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 266,
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. '`) P,riMUCT REVISED
63 c0mplyill with the Fic41d0
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING W IDTHS IS ALLOWABLE. Building coao
FIGURE 1: AceeptancoNa� Z '•9 '
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Gxp�Dade
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" By
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mie
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES: •125•
CONCRETE BLOCK UNIT(CMU)CMU)SHALL CONFORM TO ASTM C-90.ETE SHALL CONFORM TO ACI 301 iWOODOSHALL BE PRENS.HOLLOW SSURE-TREATEO GROUT-FILLED r - �� 1�1 IYi:IN
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" 1 `*��;'4Q'.£I'i Sf '•.'p „
THICK.`STE£L STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(16 GAUGE).STRUCTURAL-STEEL TO BEAT 1.25•X 21 S•X.125"MULLION _ 4' ••.>+"
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) ,.587 5
THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL 1"S.S.OR 410 S.S.
` s1weof :'46
A,LP.E.
FL P.E.#68705
TABLE 15A
o „
Mullion Capacity T6bto atEe)
Oponing Width(for FeNcal,rsspaWrg nUiom)orOpontnp Hslght(forts;za tall eparrrg motions)
50 N so In 10 In 50 M 00 In 100In 12011 140 N 1801n
Rea 10 7rep7flianp. Raawh9dar 7taptMmV. Realm+Wu Twprmnl0 RM4ngdr 7mprfde�. R"twir Ttaprmay. Ratardul 7raprildarv- RedmvAr TwTdang, Putenov Tmirl" Restaapde, 71aNIdanB p a14
3.26"30 Laaft Loma LoadnO LoWng L9eda9 Loedng Laden Loading Loaft Ldidng Loado4 Loodb9 Wadw Loadn9 Laadng Leading Loading loading i6x
BAYMULL �
L N
$ � � 0�m CO
W
Qin 117&0 820 170.0 433 170.4 TM 110.0 478 170.4 886 170.0 506 170.9 942 110.0 519 110.011110 170.9 821 174.4 1240 1700 621 470.0 1488 1709 621 1)0.01736 170.0 621 148.1 1740 170,0 621 � W
461n 170.0 708 170.0 524 170.0 650 170.0 554 170.0 992 170.0 WO 170,0 1133 170.0 661 170.0 1275 170.0 077 170.0 1417 170.0 660 1622 1622 170.0 680 130.6 1672 170,0 660 1142 1bn 170.0 860 6 =
MAW In 170.0 747 170.0 543 170.0 690 170.0 03t 184.0 1048 !7110 684 170.0 11% 170.0 723 170,0 1345 170.0 747 184.2 1443 170.0 756 1389 1443 170.0 756 117.3 1443 170.0 768 102.6 t443 110.0 766 � Q' �
Min 170.4 797 INA 612 170.0 056 170.0 691 t70.0 1118 170.0 764 170,0 1276 170.0 803 160.4 1363 170.0 817 144,3 I= 170.0 658 1203 1353 170,0 661 103,1 1353 170.0, 061 00.2 13M 170.0 anl 110 P7 F
60 In 170.0 667 MA 701 170.0 1063 170.0 797 167.0 1218 170.0 076 t48.1 1216 170.0 944 1299 1216 159.8 938 116.9 12(6 152.1 924 97A 1216 140.1 913 53.5 1216 144.1 013 73.1 INS 14al 913
031n 170.0 830 Von 745 170,0 1118 470.9 860 150.2 1950 1668 033 IMA 1160 153.0 911 IfU 1160 1419 096 105.1 1150 134.2 863 87.6 4150 1281 871 75.1 1150 125.2 670 867 Ilan 126.2 670
6041 170,4 071 Van 780 152.4 1045 160.8 681 130.6 1048 1468 804 114.3 1040 133.1 650 101.0 1048 1x3.{ 639 91.{ 1048 116.6 030 762 1040 INA 021 85.3 1048 10.2 810 87.1 1040 105.2 818 � (0
721n N09 860 147.9 TM 117.0 600 124.0 748 1009 060 110.6 734 68.0 680 100,0 722 76.2 880 92.0 712 70.4 660 e6x 703 50.7 BBp 79.2 893 60.3 e80 76,5 688 44.0 660 7eA 688
79N 1167 760 135.4 690 99.6 7'9f) 1064 476 1405 "S
3.3 BW 74.6 790 63.8 412 66.3 790 78.II 643 $99 790 71.7 536 484 700 65.1 821 42.8 780 82.1 619 37.4 784 61A 817
78 In 110.8 750 115,5 657 623 7b0 90.1 00 5.9 632 692 76D 77.1 621 61.6 750 70.6 012 55.4 750 65.7 605 482 750 69.4 594 39.6 760 56.2 596 34.8 750 65.6 588
80 M 721 643 741 500 60.1 563 62.9 491 64.0 483 45.1 603 469 476 40.1 583 HA 468 36t 563 40.6 482 30.0 5G) 382 452 25.0 583 33.3 445 225 683 31.6 442 Ry 93 In '59.4 495 61.1 443 49.5 495 611,6 436 44,0 427 3T.1 493 399 42t 33.0 4" 39.1 {115 29.7 4" 331 '498 24.8 495 38.1 400 212 495 28.8 394 166 485 25.0 390 1081n 413 391 42.6 353 34.8 301 359 348 31.1 342 261 391 27.8 337 232. 391 24.9 333 20.9 381 228 J28 17,4 391 19.> u1 14.9 J91 17.6 316111 N 38A 370 392 335 32.0 37D 33.0 330 20.6 325 24.4 370 25.3 320 21.4 370 22.9 3t0 192 370 20.8 312 16.0 370 SB,i 303 a289 25.3 317 28.0284 22.3 260 IgA 3I7 19,9 278 18.8 317 179
144 b VA 220 179 203 a z Z A N
TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA,
Anchor Ca cl Tsbto b8 ANCHOR CAP.,,,,,„„
6ubalote: 2.7k CArcrate 3.6k Gallo. Hat"m CMU Flied CMU P71V9ac1 Metal (DP-)X I ANCHOR CAP..,,
5" 11V Na•sSEio 5710•Elea 114'S3Eke 010 sled Nfxsteel aft sled MULLION CAP.,,,,,,•,,,
AnchorC6ppatt4m6 AmtwTyp": 3r18'E1aoUNacan u{•EkouBrocm uu.w 3t16•E9;antuaron Iri•EtwUAraem AggmGela unrasan ap9retintar samv(Gsy sorsa{a5) saaur(65) USE THIS FORMULA TOOBTAIN TtiE ANCHOR
Edon pa4ne 1847 t' 2-7tr I' 2-VY 3.118• f• 2-fm (• 2-vr 2• 3•ve' r o.4s• o.M• q.32r CAPACITY REQUIRED'CORRESPONDING TO AN
EmSMmant On): 1314' tai4` 1.314• f-ltf' a 4-iN• 1414' 1-1/41+1-tta• 1-Ui' htJM r tam' 73+9' w6..+ ACTUAL PRESSURE REQUIREMENT FOR THE
2wrw1Mra 446•ra6 o.c. r!)2s5Ngle O(Pq.17 390116 390" 450Ma 690 ba 17005,+ 210 Ms 26o1w 384 MarDI" 3ralm 72(Ilw Met" 3419,5 44x 15s 580fo4 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Awhom 035•Min 0A J(2)2e5Anpte pips r(Frp.2y 780»t 760 Ma 790 Me 167awa 252504 540Ma 1 Wall* I NIA I 1120154 I 7451ffi 1 6601" 1"21ta Be29a 885 i5a Males CAPACITY(FROM THE TABLE)OF THE SELECTED
5 A ciw 4 6.9 27159a o.G r(x12<5 AroM csoa r(Fb.3T neo na 1120115 BSe 845 2x44111 2254 w WA I 840M I WA I 1059lbs I NIA 1 132015 WA ton roa tan 15s 166o rot MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE rRCDUc REVISED
FiGURE 1: w mnPl7ing with tiw Plottd9
TABLE NOTES: Building Code
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. pimiion Date 'tp?�'/,lpZ j
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. BY
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDOOR OPENING WIDTHS IS ALLOWABLE Mia Dade Product
t}iil)17jt .
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '126• \\`�l-(L h Al/j //
• • • •
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2$. 30° �''�C";gF'.,�'j
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3'250• 'r`; t:u,53705
FIGURE 3: 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 6063-T5 AND BEA MINIMUM OF-126'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURALSTEEL TO BE AT 30.8Ay
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION v" S'TATC F ;•,c:
• • THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 B.S. "!!•'•.,17.011!01`.•'tj"`
ANGLE CLIP(FIGURES 13)MUST BEUSED INPAIRS.
A.Li{N MIL'R P.E.
FL P•E.#SB705
TABLE 16A
r
Mullion Oapachy,Table Iballe
Opm)nOWidth(for+srtieaityspar>yrgmt9lors)orOpeninoHatphE(for ha/imuttysparri7gmilim9) �C �
SON win 7013 1 $0 in In t001n 120 In 1401. 1801
Rectangular hep Tlatg. Reotargalm Tmp7Rfeng. Red argldw TtwIldang. Re-tamisr TraPmwv, Rectwofer ReplTdmg. Ractang Aer TmWdmg. Reetangoter 'bWdarq. R&CWWAN TeaWifeno, Retteaguiar Tmp7mw*. y +'
3.28'46 t adw I.-doll Loading Loedln0 t."v 488409 Lming Loaft Laadf39 Laednq Lwfv Iming loading Loadng Loadng Loading Laadrg Laedng
BAYMULL ' n x
N r3]
uIn 170.0 820 170.0 435 170.0 7U 1706 Lta '70.0 Na 170.0 US 170.0 NO 1704 519 170.0 1116 110.0 527 170.0 1244 s70.0 621 178.0 4498 170.0 521 174.0 1735 1704 6x1 1863 1671 170.0 627
401n 170.0 708 17OX 524 170.0 No 170.0 581 170.0 992 1740 WO 170.0 1133 470.0 661 170.0 1275 170,0 077 170.0 1417 170.0 680 163.7 7837 170A NO 140,3 1017 170.0 No 1228 ie37 170.0 No
� �� �
50.025 In 170.0 747 170.0 563 170.0 6811 INA 031 170.0 1049 170.0 1184 170.0 1195 170.0 723 1747.0 1345 170.0 747 170.0 1494 110.0 756 147.1 7552 170.0 756 128.1 1652 570.0 758 110.4 1552 170.0 760 W �m 0
54 In 170.0 791. 17oo 612 170.0 058 170.0 80t 170.8 7178 170.0 754 1704 1275 1700 803 170.0 1434 170.0 637 155,2 1455 1704 ON 129.3 !4555 ROA Bal 110.8 1455 170.0 084 97.0 1455 170A $81
Win 170.0 805 1704 70t 170.0 1003 170.0 797 170.0 1240 170.0 676 157.1 1300 Vol) 944 1393 13M 170.0 996 125.7 /300 187.5 B& 104A 1309 157.1 982 69.8 1309 157.1 982 160 43M 157.1 082 •1•? tQ N
031n 170.0 930 170A 749 170.0 1118 170.0 NO 162.9 1247 170.0 940 142.5 1247 164.5 9113 129.7 1247 152.8 965 114.0 1247 144.3 $52 934 1247 1382 93$ 6f.4 1247 135.7 035 71.3 1247 135.7 935 u m
86 to 176.0 974 1760 789 170.0 1480 170.0 903 148.4 1190 163,7 965 1209 1190 147.0 045 116.4 7196 1311.5 928 tU3.9 11611 12.04 ON 86.8 1190 1195 888 74.2 1190 118.1 893 64.9 1104 110.1 893 2 J i
7213 461,8 1410 160.8 677 131.7 1040 1MA 868 115.4 1010 127.2 842 101.0 1010 114,7 828 00.6 1010 105.0 all 60.8 1010 86.9 nor 67.3 1010 90.8 705 67.7 1010 07.e 790 S(LS 1010 87.7 700 _ $ W
760 137.4 @06 143.0 702 114.5 906 1220 775 11&1 808 107.1 781 85.9 900 98.2 749 705 908 682 738 06.7 968 02.3 729 57.3 800 74.7 718 48,1 900 71.2 710 424 906 704 708
,T
70 In 127,1 881 132,6 754 1054 $61 1125 730 00.6 OSI 90.0 726 79.4 081 a&$ 7t3 70.8 $41 5f.9 703 OAS Bat 75.4 694 530 881 88.1 68t 45A 801 64.5 816 39.7 $61 83.7 672 t•` Q Q N
001n 817 646 65.4 574 809 648 72.1 664 69.1 616 112.8 654 51.7 848 581 645 48A 648 50.9 $37 41.4 040 47.0 $30 34.5 646 MA 519 201 646 302 $11 254 640 38.5 507 Q CO z �
99 In 682 586 70,1 508 %0 Shc $9.1 409 40.7 586 51.4 491 42.8 NO 45.6 403 374 S46 4t.4 475 34.1 680 36.1 470 26A 56a 33.4 458 24.3 ON 30.5 452 2f.3 586 28.7 447 a' BO a1�
!0813 47,9 440 484 405 30.9 449 41.2 309 34.2 449 35,7 393 299 449 31.7 387 284 449 29.5 352 23.9 449 201 377 20.0 448 22.7 300 17.1 440 20.4 391 15.0 449 10.9 3% .W Ut
111 In 44.1 425 45.0 365 394 425 37.9 379 $1.5 425 3x.8 37J 274 125 29.1 387 24.6 425 20.2 382 221 425 24.0 356 IBA 428 20.7 35p 16,6 425 16.8 343 1Y N N
120 in 344 361 J5.5 SJ1 29.1 384 29.5 320 244 364 25.0 324 21.0 384 22,0 341 194 384 205 313 475 384 18.7 309 (~•} � Q O
14413 262 261 20.4 233 196 253 177 239 Z m�
TABLE 169 ANCHOR CAPACITY ADJUSTMENT FORMULA: a �
Anchor Ca aci Tabla ba ANCHOR CAP., ,,,
sub8lmle: 23K Cwcrelo J,3k Conn. H91ox CMU Feed CAN PT wood Notal (DP_)Xt )�ANCHORCAP.,""
5</8•Eka 114'S3Eko 5115'Eko ttf•SSEko slosteel 012 Steel a128tell MULLIONCAP.,„„u,
Anchor Clip Patterns Y18"Ek0l00bcon 114'Eko Umacat In9xm 3118•EkA UIYa4on td°Eko LlOmcon AgeeGalor USmcon AOOreGetu Se (GS)Bomw(G5) Sam(M) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E403 ustanco 6n): I- 2•trr I- 2-vr 3.178' r 2-ire r 2-vr r 3.118• r 0.44° (.W 0.3w CAPACITY REQUIRED"CORRESPONDING TO AN
EmbcdmeW Ona lou' 1.Vr fare• 1.314• r 1•+r4• 14 tau• t-w• uta• u1u• r 1ar6• I3B• wrles ACTUAL PRESSURE REQUIREMENT FOR THE
2An4fm05'Ain O.0 I(2)2x5Anpe CFO tLfig.t) 390 JM 3908» 450 5,900. 170D Me 270 RA 280 as 354 Lbs 740 tba 3741" 720145 946w 341W 4421ba SROM OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhom 0 35.89n.O.C.1(2)2x5 Argle Clips I ft.2k 780Ibe 780Th 700 ft 1870 Ins 2523 W 540109 No fbs WA 11201be 7481bs No lbs 169210. 68'1 the 885I>a !120th. CAPACITY(FROM THE TABLE)OF THE SELECTED
6Aroba *2.Tr Lin0.27i2}2x5Al0e Cipsl("g.3I, 1t2Ofb9 112005 953 Me 2248fb9 2254 roe wA 6401bs wA 1659158 WA 132098 WA 10721ba 1527 as 1500 as MULLION,IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRODUCT REYISM
FIGURE 1: a9 complying wish Inn Florida
TABLE NOTES: 131111duls" ib•OZ�63
qco r4.'•alV0
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex imLion'Dnte Aar♦
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 13
Y
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mi
FIGURE 2: em' ttddlM
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. - `,1`( LYNN
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, A25'QSAY
.? O,�( •""'•• 1f jai
• i 4 • i\�.•''r SNS,- C'�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. � ,�a�;• va• ��
4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED - Mo 511705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED
• • ♦ • YELLOW SOUTHERN PiNE WITH AN SG OF 0.65.ALUMINUM SHALL BE 608375 AND BE A MINIMUM OF,125" (y'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)STRUCTURAL STEEL TO BE AT
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1pTc OF •:�
• • THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,1"S.S.OR 410 S.S. -
ANGLE CLIP(FIGURES 1-3)MUST BE USED 4N PAIRS. iJ�S SJt} ppL 4(�i�
A.beNiS,l L4eR;�Z.
FL P.E.#58705
tow 1.000" 1.062'1
.740*
.063' .385' I S
,062' 125' 1-.125"
.06?
43W"
4.001)" STANDARD CLIP 4.000' 4.000* 2.62V 2.000' 6063-76 ALUM. 2,12Y 2.000' 2X5 ANGLE CLIP
X-SECTION rp 6063-TO ALUM.
6009LALUM. X-SECTION 125" C4
126' X-SECTION '8
.125+ .125" M
.031 - U)
126'T E
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE j
.125' DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE
.375" 376 ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR
Be
MULLION MULLION 'T-MULLION LU
_f 1. 14OLE DIAMETER:ANCHOR DIAMETER+1110'. 00
I X4X.125* VX4�"X.37w 1'X4"X.375' .--S,SGO* CUTHERETO - .376'
6003-TO ALUM 6003-TB 606346 ALUM. .376' 3,125' CREATE, SEE •MIN.
X-SECTION X-SECTION X-SECTION MIN. DETAIL F,SHEET 4 r z
:) 6
1.250' .375" LU,
r-------n CENTER OF I----------\------------ 376' n 2
1 1 HOLE I MIN. a I I ILLI
1.25D* 1 25W- ANCHOR I O_. z
MUST UE WITHIN I
THE DASHED
BOUNDARY,SEE
155°
SHEETS 6-20 FOR Q Z
�UZ_6,2.1
1 t2W -1 aZW- jq
--4- 4-- ___I.
2.875-9- SHEANCKORO.C. ------
DISTANCE
MAXIMUM 1
3.250' 3,2W ANCHOR HOLE
I DIAMETER:
I U)
.100* 100, AGO. -------- I ANCHOR ---------------------
DIAMETER+1/16% 0 0
Z�0) co,
3.
2X5 ANGLE CLIP io go
low 624"[S.624' STANDARD CUP U-CLIP 6011346 ALUM.
�2
CErNTER�OFA�NCHOR HOLE MUST LIE 9063-TO ALUM. TOPVIEW -,I
8003-TO M.TOMEW TOPVTEW
.820'1-T .820' 1,- --H .620" 1- WITHIN THE DASHED BOUNDARY.SEE
1.25X 3,26"X.100' 1.25*X 3.25"X.624* 1.25'X 3.94'X.624' SHEETS 5-20 FOR THEANCHOR D.C. TABLE C TABLE C,CONT.
MULLION MULLION MULLION --DISTANCE MAXIMUM ANCHOR HOLE lopienglon Vgiuopn)For Muliton:1 OlmonslonlValue UnIf For Mullion:
11005•T5 ALUM. 60054SALUM 6005-TS ALUM, DIAMETER:ANCHOR DIAMETER+1111r. F 3.681 I"X4*X 1.938 1.25'X3-25*
X-SECTION X-SECTION X-SECTION 0 11.000 .125 0 0.5011 X.624`
-_f6_
3.469* H 80 AJtMiryjm H 1.438 Aluminum
-2.661, 1 3.000 Tube Mullion 1 Tube Munson
1 .125' .375" 1187 I'X4!X F 2.626 115!X3.94"
1.377* .125" .87r MIN. 0 M757 .37V 0 1.126 X.
1 I'l 2.430 Ahainum H i. Aluminum COUCT REVISED
--- ---- ------- 3.250 Tube Mullion
1 -&-000 Tuba&,r �plyingwhh the Ff"Ms
F 2250 1 1.25F X 3,25' 2.843 301 Ba Mull Building Code
.876 145'13ayMui ance
G X.100,
.126" .125' 45V* H 1'.500 1 Aluminum pini Date
30. 1 3250 I Tube MU11011 By
NMC. Dada P"gl
3.250"46'BAY MULLION 1 3.2!501 TABLE D
3W SA) 6003-TO ALUM Mull Dimendon POT Part 0
I X-SECTION I .��o
606VINL20"' (Sheetil) Mullion Std,Clip folfwt Clip U411p ..
X-SECTION I I Angle Clip
117
77*_ "'0' J�;
12" 5w
2
F 2 A� pi M
260
N
,2Z
....UO
VAL
T,.N
OFFSETCLIF 1*X4*X.125(10) 89M 666$11M W61122M 606241M 6WS18M
-4 _X UM. I-X4'X.375-(ll) 06610 668112M 6661123M 686242M 6W519M r.,37 D
�0. 6003-TO AL Z:,y,:
.22wj 1-.901-4 .22VJ �,%T4 -:tt TOPIAEW l*XeX.37V'r(il) 66M M112M 6601123M 6W242M 668519M
740" 1 A
NOTES: l.2VX3.2VX.l00'(i3) 20160 6661127M 6661124M SM10M 6OW115M
1.25-X&2W5'X.6224'(14) 2D161 6"1128M 6601125M 6912411M 6665"em ttl.�
-vtj
i)HOLES TO BE DFULLED,IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
10
J.25'X3.WX.02,r(I5) 20162 668111?M 611111126M 66Q41M 61511517M
2)SEE SHEETS 5-20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS.
$0 Dogma(19) OW49 A LA WA 6666110M ........
I L I NI 13FL
43 Degme,(20) NIA A WA OB0511 IM I
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. C41NO
FL RE#56705
TABLE E +
Mull Dimension PGT Part an
(ehoetg) llion Sid.Clip U-Clip Angle Clip -'�r .125' -►)r .125" i25'
Mu5
2'•X4•X.25'(16) 66602 686261M 666271M 6865112M I
2'X6°X,25°(17) 66804 666282M 888272M 8865113M S STANDARD CLIP i U-CLIP I 2X5 ANGLE CLIP B�a
2040, 6063.76 ALUM. 6063-T6 ALUM. 8063-TB ALUM. a
NOTES: XSECTION 2.125' ( XSECTION 2.000' X-SECTION n
N
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125' LI •125' .125' O3
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, N
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I»-1 490'--I O IU-
HOLE LOCATIONS,
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.490" w
CUT HERE TO
a s to
2.400' 3.504 CREATE F-CLIP, 5.066 375' W O
.375' Y _SEE DETAttf. -3?5' .375• �.��r�-- TMIN. m OR
�.y
MIN. SHEET4 MIN. 1 1 0 co �
r--------
z
2
,254' 2'X4'X25' -i" 3.4'38" F 'f 3.438 }
MULLION I 3.438' I i 4 C3 N
6083 T6 ALUM. I I I t- Z ,O
kSECTION i 375' z
L"' ------ ---I--- -------- _- L---------------------J, MIN. W O
I.L r N N
L- STANDAROCL6a U-CLIP,6063.76 ALUM. 2XSANGLECLIP U ,'� Q d O
CENTER OF ANCHOR HOLE MUST LIE 6063-TB ALUM. CENTEROF ANCHOR HOLE MUST LIE 6063-TBALUM. ae 'z U�
-WITHIN THE DASHED BOUNDARY.SE£ TOPVfEW _SED FOR 2'TOPVIEW ON:SHEET 18 WTHW THE
BOUNDARY,SEE TOPVIEW m .0
SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C.
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE a
DIAMETER:ANCHOR DIAMETER 1118'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER*1118'.
SHEETS 5.20 FOR THE ANCHOR O.C.
5.500" DISTANCE.MAXIMUM ANCHOR HOLE
CLT HERE 70 DIAMETER:ANCHOR DIAMETER•1/16'.
t-'-2A00'-----j .375' 3.5�'----�I CREATE F-CLIP, 376" 5.400"
MIN. r-SEEET4ARF, MIN. .375'
MIN.
375'
r----- -- --- ------ti- - -- --
f t t f f
i t I I
f ^i1@DUCT RSVISED
j I j a tc=p)ying"»nedn Flt»d*
I I 1 I Duilding Coda
I t I I s ! A..pt.Nol b-tl'Z1$•O/aS
I i I i E pimYwn Data `.Q�1
i i i i By
.250" B.DpO' E -j-- �..___.....-..._�_�_.__. 4.688' ¢-..-t 6.438" i-----------I MI pro"
! 5.438" I 5.436' f j X11 t t u t 11
2xa xz5 I 1 It i �`` �y �t Ili 'O
I I ;`��'��''�tcrrrsN
MULLION I I 3 I :•.
6063-TB ALUM. I j I I •it r
1
%•SECTION ! I I U.5870 � �«
I f i i i TJ
-------- -`- -- f ....__� MIN. r
.250" STANDARD CLIP U•CLiP 2XSANGLE CUP ,fi�> `
BTTOPMEWM USEDFOR2 XX6TMU LtON,SHEET17 003�T6 ALU , 6083-S ALUM. 6 TOPVIEW /� S/�I�IA+St��
TOPVIEW A.LY�h MILLER,P.E.
FL RE.4 58705
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 ADESIGN PRESSURE OF+60.0-60A PSF.
NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION iS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH 1S 32'+32+1'=65".REFERENCING SHEET 25,THE COLUMN USING
-- RECTANGULAR LOADING MUST BE USED,SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE, G' �+
~SEE SEE FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLIONLENGTH=72,OPENING WIDTH-70"MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+-58.3 PSF AND WOULD
FENESTRATION SHEETS ATION DETAILS,
PRODUCTS NOT BE SUITABLE FOR THIS APPLICATION, ( ) °a•
APPRovAL.,� 2.31 9
FROM TABLE 4A,SHEET 8,THE 1"X 2.76'X.BSD"MULLION(LENGTH=72',OPENING WIDTH=TV)HAS A DESIGN PRESSURE OF+1.72.T PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 0
5 d
7T _ OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. to
MULLION C4
LENGTH -----ley 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)!!12 ANCHORS AND THE 2X6 m
ll 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. U) N
SEE
/ SHS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL
EETa
sH2ESS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 3 Ul
f za INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+460.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, UlQ° O
NO ANCHORS IN WINDOWSILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSP: in
3z'—...._ 32' co (0
� LWIMH (60 PSF)X t 638LBS
.7 PSF)-524.9 L8S (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48)
Z {
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.316".THE OPENING REQUIRES A '� W
DESIGN PRESSURE OF+50.01-55.0 PSF.
FOR THE VERTICAL MULLION: Z o
1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'072"+1'=105'AND THE OPENING WIDTH IS 36"+36•+1'=73.REFERENCING SHEET 25, a
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
EXAMPLE 2 MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. T"
MULL WIDTHFROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=108•,OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 0-15.1 PSF Of
r AND WOULD NOT BE SUITABLE FOR THIS APPLICATION,
Q 0 0
FROM TABLE 12A,SHEET 16,THE 2"X 4-X.250'MULLION(LENGTH=108",OPENING WIDTH=B0)FUS A DESIGN PRESSURE OF+/-64.7 PEP WHICH EXCEEDS THE REQUIREMENTS q {7J Z Q 0
SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LSS. 90
SEE DETAILS. g
32• FENESTRA7IDN SHE s s BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 38'+36"+2"=74",NOT 73'AS PREVIOUSLY N &a
PRODUCT'S ASSUMED,VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTH$MAYBE REDUCED TO MAINTAIN
API'ROVAt THE 73'DIMENSION(35.112"+35.1P2`+2'=73').
2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
VERTICALI I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE W.CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION �\•-BEE �-SEE USING THE STANDARD CLIP WITH(6)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.12'GIVES AN ANCHOR CAPACITY OF 1050 LSS WHICH IS GREATER,AND
LENGTH
d DETAILS. DETAIL E. THEREFORE SUITABLE,FORTHE REQUIRED ANCHOR CAPACITY OF 971 LBS.
OPENING SHEETS 23 SlfEET3 FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
HORIz. � ,� MULLION TYPE COULD BE CHOSEN.
i"
ON T2' / /J/ PRODUCT REVISED
1)THE MULLION LENGTH IS 3B'AND THE OPENING HEIGHT IS 32'+72"+2'=108'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE aA complying With 9w F1utt
USED.FROM TABLE 12A,SHEET 16,THE 2'X 4'X.260'MULLION(C LENGTH-42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Building Codo 16.02!8.p
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPA017Y REQUIRED OF 521 LBS. Aceeptw w No 3
SEE Il plm;flon to lxQ2(
SHEETSIETAAMS 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 8' By
23 WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Munn Dude product'
(4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \1 t I T 711
_ ANCHOR CAPACITY OF 521 LBS. 01�y......d,!1,"Illi r
�( 36',HORlz. 36',HWUZ.
eauu LENGTH—'! MULL LENGTH 4)FOR THE U-CUP INTHE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS,TABLE 128 FOR THE U•CLIP SHOWS THE ANCHOR �`? TG£NSF •.y
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH 13 GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT'OF 521 LBS.THE
OPENING WIDTH FORVERTiCAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. 58'105
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: q
+6.64,7 PSF FROM THE VERTICAL MULLION;
0%170.0 PSF FROM THE 30'HORIZONTAL MULLION ATTACHING TO CMU;
+/-170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). S"1A'IC14`
THE LOWEST DESIGN PRESSURE IS+1.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. "%'`� '•.!;LOIaO�; {•+'
VERIFY TME DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USEO WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILI!E ,LP.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58706
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALtfRIANGULAR LOADING:
i
PW t
m
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.. F
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SHlDH SH1DH $H/DH SWDH PW PW ��mm W
Z nN rc
4 4 _ o
f fIn
f � M� o
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS -
I [ G] HINGED J
i DOOR � D
LOADING OF VERTICAL MULLION = Vy $ flz
PW I LOADING OF HORIZONTAL MULLION LOADING OF HORtZONTAL MULLION 4 ❑ r
PW Z z
i Q � N
11 8
W Z
_ /L� / I
SFUDH SHAM SHIDH SmH ! _.. ;:.. Q O
cril
9 g ho
SHIDH
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL.MULLION
l t
PW "V HR
.._ I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
• P HINGED PW PW I NOTES: �.'KMUCT REVISED
DOOR
... .. _. .... ,„,,,,,..... I ,ucomptyinswdlhYwFtocida
1)DRAWINGS ARE Sidlding Code
RERESE14TATIONS OF TYPICAL Aae[Hs w Na ¢
PW CONFIGURATIONS. E i�tla ZGI
-/ / / t PW CONFIGURATIONS NOT SHOWN
a
1 // // MAY BE EXTRAPOLATED FROM Mian' a lhoduct
THOSE SHOWN.
I - -
j 2)IF THE LOADING TYPE CANNOT `��E+�` LYh •,,�/C,��i
. I BE DETERMINED,USE Al
PW RECTANGULAR LOADING.PW
`;��.•'•�,,,MF:NGh'•lFP
PW
W 1 / 3 SEE PRODUCTS'APPROVAL FOR ~ 58705 S,
..." _. J ACTUAL ANCHOR LOCATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 _
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j- `� % `O�•:�` :•J.t?
SGD ~'Cl ..• rl0[t`d?.•'(.j+1/r``
1
i LOADING OF VERTICAL LOADING OF HORIZONTAL
MULLION MULLION FL P.E.#58705