HomeMy WebLinkAboutProduct Approval (3) 3
MIAMR ADE WRIAMI—DADS COUNTY,FLORIDA
o PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
HOARD AND CODE ADMIiNISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA ynm miamidade.sov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,Fl.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority
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 Miatni-Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code,
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series I-- �lit�Fps�t�l t�cl�Al'u�minum Tut �l+iullion-L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions",
sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/11with the latest revision dated 01/29/15,
signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control
Revision Section stamp with the Notice of Acceptance number and Expiration (late by the Miami-Dade
County Product Control Section.
ARSSILE IMPACT RATIN ar a anti 5 alb -issil mia, esj,`s,1 a n
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
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 NOA No. 13-0815.05 and consists of this page I and evidence pages E-1 and E-2, as.
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon,P.E.
NOA No.14-1105.01
CMIAHIRDEDECOU=NTY f �y prra Ior r
Approval Date: February 12,2015
4 Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Suhmitted under previous NOA No. 10-0819.05)
2.- Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01
through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision
dated 01/29/15,signed, sealed and 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.
(Subinitted udder previous NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010
and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory.and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of no financial interest, conformance to and complying with the FBC
5th Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, conformance to and complying with the
FBC 2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal issued by Product Control to PGT Industries,Inc., dated 08/06/14, signed by
Jaime D. Gascon,P. E.,Product Control-Section Supervisor.
ain►e D. Gasco i,P.E.
Product Control 5ectiou Supervisor
NOA No.14-1105.01
Expiration Date: May 26,2016
Approval Date: February 12,2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS(CONTINUED)
4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration
Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E.
(Subutilled under previous NOA No. 11-0922.01)
5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration
Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson,P. E.
(Submilled under previous NOA No. 11-0922.01)
6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11,
signed by Ishaq 1. Chanda, P.E.,Product Control Examiner.
(Suhmitted under previous NOA No, 11-0922.01)
G. OTHERS
1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their"PGT
Series Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on
05/26/16.
ILL
Jaime D.Gascon;P.E.
Product Coutrol Section Supervisor
NOA No.14-1105.01
Expiration Date: May 26,2016
Approval Date: February 12,2015
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL ® n
1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BEE!
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES.......................1 x�'
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS_._.........................I IQ
ELEVATIONS._...............................1 10 F
FIGURE 1: 4PC rc
2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO zx wao0........................2
MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL ARCHESTOBE MULL TO IX S MASONRY..............2 o LI
MULLIONS --� INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-BOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES_.................2
SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP.
MULL TO MASONRY.......................3
SHEETS 2� SHAPE MULL TO STEEL STUD_............._.3 C m
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 F
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS..............._...........3 UJ
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS...................4 Z U)
BAY MULL INSTALLATION..........._4 0 W
1X2 X.125 MULL SPECS_..........._6 -U
/i V 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECS............._6 7) W
INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS..._..._7 = c S U)
1 1 X2.75X.65 MULLSPECS..........8 Z '�b°
SEE DETAILS I/ 11 W O O
1 X 3.125 X.500 MULLS ECS........
A THRu G; / Y /_ I I i _ /__ SEE DETAILS 5)USE THE COMBINED W IDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND P 9 m O p F
ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS_..._...._..10 1= M
SHEETS 2.3 1 /n
1 A 7HRU G; 1 X 4 X.375 TUBE MULL SPECS....11 Q p
--- _ I --- ONLY 7W0 ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN I–
I-- SHEETS 2s PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 1 X 4 X.375 T MULL SPECS..._._11 W J
1.25 X 3.188 X.265 MULL SPECS 112
O
OPENING 1.25 X 3.25 X.100 MULL SPECS.....13 Lj o%
T. HEIGFOR T 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS 14 O g+ g E
LENGTH HORIZONTAL 1.25 X 3.94 X.624 MULL SPECS 15 Z[
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS..._...........16 Q Z
SEE DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.25 MULL SPECS.__...........17
SHEET 1.26 X 2.11 X.125 MULL SPECS....18 I-
e-
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Z C rn o
30•X 3.25 BAY MULL SPECS...,_...19
REACTIONS. 45'X 3.25 BAY MULL SPECS.........20 Q O Z N ZZ
MULLION 8 CLIP DIMENSIONS...._21.23 I- Z ED p O
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS;ANSVAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1 8 2._.............._.........24 (n -
PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES........_............25 U)
BE
MLU
M/ANU UST�NIREEED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING F Z � U)
BY PGT. CODE,AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH O LIJ 3:
C7 Q O O
PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. a. Z 0 0
/SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7_ .2 0
rc
HORMULLILJTAL SHEETS 2.1 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING �'
LENGTH HORIZONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
MULL
LENGTH INSTRUCTIONS:
1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD.
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRIANGULARITRAPEZOIDAL'. PRODUCTRBVISED
m wuyllyIng with the Florida
MULL HORIZ.MULL LENGTH 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FTI)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING DuBding cods
h—OPENING WIDTH-1 I` ,I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Auor IDS 0
'i LENGTH I- I I r� MULLION CAPACITY(LBSIFT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN �PimtLogD
r� STEP 1). A(
OPENING [ip -�l�•..�`
HEIGHT NIruN a,Pr5d8C1 Control '
FOR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE
OPENING MULL !fr HORIZ. VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 111 L 1 1111/
HEIGHT LENGTH MULL MULL /
I r� I
LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE
L ILL— ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P UCENSF•.,!F�
CAPACITY IS MET.OPE
SINGLE MULLION SINGLE MULLION FOR VER. o LULL 7)IF THE MULLION CAPACITY(LBSIM)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FTI)FOR THE NO.58705 '•7('
FoaveaGWIDTHLL OPENING,YOU MAY USE THE'ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS .-0
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE '70 `I rL
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS =0,0•, 571�q�FIS . (vim`
FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS1FTI)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION :C�` '•.,'�(OIiIDA,. •' ��
CAPACITY(LBS/FTI)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ' d`S, .
PRODUCT ASSEMBLY. ��7 •- rNG\``�
9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. �Q 7//7 NAL C�j 1��`
A.LYNN MIWELh,P.E.
FL P.E.#58705
rr n� F
<
DETAIL A: DETAIL B: MULLION cil
MULLION TO 2X WOOD BUCK MULLION TYP.ANCHOR
MULLION ATTACHED TO 1X BUCKSTRIP
D PER SUBSTRATE,
OR WOOD FRAMING WOOD BUCK AND MASONRY ATT CIiM T SEE SEE TABLES 1121-165 u!
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BV OTHERS, N
SEE NOTE 1,
SHEET 1.
MULLION $N m f
I v`f 1�-
6 I I a I I .. ,.. , .I.,.
•••.'•. Z rc W
I I I < e1 I I MIN 2.7 KSI , EDGE 9
d SEE SHEETS b I CONCRETE OR CMU J
I I 21-23 FOR HOLE d 1 1 ISI DISTANCE, J W
ErTHERTHE LOCATIONS e I I I SEESEETABLESSTANDARD OR _
OFFSET MULL a n o a 1 1 EDGEDISTANCE 18-16B
EDGE c e :.. - I. FOR MASONRY
CLIPMAYBE I DISTANCE �,, - ANCHORS W ¢ p O
INSTALLED BY d I 11 FOR WOOD/ •. „ ED U M
SCREWS I } y SIDE VIEW z co
to
THIS METHOD. n 260'MAX FOR a nd de F- Q J
ALL MULLIONS P
EITHER 7HE � 1— 7
d
de OFFSET MULL z � y
n d e< � V Q n e INSTALLED BY � I—
a 'd EXTERIOR a THISMIETHOD. J bbb Z
EDGE Q a-•
e d a d DISTANCE c F Z
z FORe e MASONRY a m Q O Z N-O
^ a 27m
LIP 15 ANCHORS �$ a o
frf/' D FORd D (n J ^EXTERIOR AV\V �FORTYPES. U Z Q O O
B
TYP.ANCHOR
TYP.ANCHOR z€UQ'm�
PER SUBSTRATE, PERSUBSTRATE, ` c%
TYP.ANCHOR •- ,---- SEETABLESIBABB
PER SUBSTRATE, SEE TABLES W-168
SEE
' y• - -
SEE TABLES 18-168 EOGEiEND BUCKSTRIP
�D STANCE
AND
�— SEE TABLES T- - - ATTACHMENT
EMSEOMI ENT BUCKSTRIP 1B-16B I ••' •• •`." BY OTHERS.
AND EMBEDMENT' SEE NOTE1,
ATTACHMENT I SHEET I.
• BY OTHERS, .• .•
• SEE NOTE 1,
SHEETI.
. MIN 2.7 KSI CONCRETE OR CMU PRODUCTREVISED
SIDE VIEW FRONT VIEW ou dlogCoda kh the Fterl&
AccqIanro>*24—
FRONT VIEW Txpl�o?DB ZO
INSTALLATION NOTES: 'Al ml fide Product Comro
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `\\
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE \� ICE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE
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. - _
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ;�U�•. ••F� )5.
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED %�s .<OMOP, •• �C��
ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRYANCHORS. ��7's/�•"' NGS.
A'LY AeRP
;
DETAIL Ei
DETAIL C: MULLION TO MULLION p
"t-.125•AttN• 6GS,7j R
MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES:
{U-CLIP) x <
MANDARDCLIPSH WN MULLION 1)MAY BE INSTALLEDIN'TEE'OR-CROSS' ��uj p
(STANDARD CLIP SHOWN) INTERSECTIONS. o
VARIES
a
2)MAY BE INSTALLED HORIZONTALLY
EI7N€R THE j TYP.ANCHOR (SHOWN)OR VERTICALLY.
$TNDARDOR PER SUBSTRATE.
gFFSET A1UL4 I I SEE TABLES 7013E .._ 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 Ts is F
DLPMAraE h I IFOR CORRESPONDING MULLION. (1) IL
INSTALLED BY '�.,� tjry I t EDGE DISTANCE TOP VIEW MULUON z in
THIS METHOD. I I{ FOR MASONRY O 1-
1� ANCHORS VARIES-l•-moi . LLI
1
' ,/ ni2 STEEL SCREWS, j =
" -SELF-OMLLING OR
MULLION ANDUSE$MSLU 0
•ORILL T` a B
L�
EXTERIOR 49n a ~� e MULLION 2
J
EDGEDISTANCE n THE OFFSETCLIPiS ''— O 7
FOR MASONRY-< 4, RECOMAtEN0E0 FOR
ANCHORS `�„ FIN.FRAMED �tNTERSECTtON Zg ,qZ
WINDOWS,BUT MAY IICLIP �"' mD'
Also FEOFOR
OTHER FRAME TYPES.CHOR 4 EXTERIOR ,= Z Dom,2-ZPERSNUBSTRATE, d i- Q o
5 10.135 4 Q Z "G
TYP,ANCHOR SEE SHEETS21-23FOR (n Q Sj�g6 S
BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS t�
ANp SEE TABLES 1B-138 FRONT VIEW EDGE `TJ _ _
AT7ACHM€NT
DISTANCE- iL` <L Y
EMBEDMENT SEE NOTE t. SEE TABLES r to
18.135 O
• n EDGE O O
EE TMIN23KSIGONCRETEORCMU{ MIN 2.7 KSI CONCRETE OR CMU' B
IB•1A8tES SIDE VIEW ��
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
A PERSUBSTRATE,
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION A, SEE TABLES 18-13B RODUCf RBVI5BD
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THESEE SHEETS ® comniying Whh Ne Ftottda
21.23 FOR vi}dI 14_
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE \` HOLE ttg aide
FOLLOWING SHEETS-FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. LOCATIONS ceepimmNu1(51
D a W cl(
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HE(HEAD OR FLATHEAD. ' `Y+
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.
41wrd ode P7advctcow-
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE i t I r 1
ELCO ULTRACON OR ELCO IW S.S.AGGREGATOR MASONRYANCHORS. DISTANCE ���� pNY LY/yN
FRONT VIEW 16 GA NDCOMPLWJTWITEEL STUDS THTABLES THE ID-138
`���� �IOE�S 4�/``F//r
i
CODE,A 2xwOOD BACKER MUST USED.ATTACHMENT BY OTHERS.
EXTERIOR USE WOOD ANCHOR SPECS No.58705 7r
SIDE VIEW -
NOTES: -"U ; -
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ,{�'•, S7Tto
ANCHOR VALUES MAY BE USED.2)SEE CORRESPONDING �:��•••'c<ORiDA•,.•'�`�.��
SHEETS 6-20, OR QUANTITY OF SCREWS.
A.LYNN Qo1It!t!E`}i,P.E.
FL P,El 66705
TABLE 3A arymH
Mullion Capacity Table IbsW) rd�
Opening Width(for esr6caly-sperWlg mullions)or Opening Height(for hodzontaly-spanning Mullions) g.ce a
50In 601n 70 in 601n 901n 100 In 1201n 140 In 1601n p
1%2767[ Reclangalar Treprmeng. Reclengufar TrepRdang. RNIt 90ar Treprtdang. Ra<larglier Treprflleng. Reclengular Trapfalang. ftecteng>rar TreplTdarg. Rectenpular TreplRtang. fte<lanµiar Trop?danB. Re<tenguler TmpRdang. CY
Loafing Loadng Loadng Loadng Loadng Loadng Loadng Loadng Loafing Loadng Loadng Loafing Loadng Loadng Loadng Lwdng Loadrg Loafing o� g O
.376 Alum. y �
Tube ,. '�,. F .. � .- .. ,. �6 74.. F 'f., �
Mullion �E � _ g �E � �� �� � _ E $r _ � Ig �@ Ill
6p.gp
s� do d s does fid drc �� de ae s� d d8 a aa Le yut gg L y IF--
d soo: fE arc fr a' so d E8 arc f rc drc O W
421n 170.0 820 170.0 435 110.0 761 110.0 476 170.0 age 170.0 500 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 148.7 Oat 170.0 521 127.6 1301 170.0 521 111.6 1301 170.0 521 J
J 111
48 In 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151A 1139 170.0 677 138.8 1139 170.0 680 113.9 1139 170.0 650 97.8 1139 170.0 660 85.4 1139 170.0 680
IY= C1
50M5 In 170.0 747 170.0 563 170.0 B96 170.0 631 167.6 1032 170.0 684 148.8 1032 170.0 723 130.5 1032 170.0 747 11TH 1032 170.0 766 97.9 1032 170.0 756 83.9 1032 170.0 766 73.4 1032 170.0 759 ty) O$ O
541n 170.0 797 170.0 612 161.1 007 170.0 691 130.2 907 164.7 730 120.9 907 152.5 720 107.6 907 145.0 714 96.8 007 141.1 710 80.6 907 140.0 709 69.1 907 140.0 709 80.5 907 140.0 709 m C3 F-•
60 In [4j.6
735 151.5 625 117.8 735 130.3 fill 100.8 735 116.0 599 66.2 735 106.2 590 78.4 715 89.5 583 70.5 735 95.1 578 56.8 735 91.8 514 50.4 735 91.5 574 44.1 735 91.8 574 F=-, � J
03 N 666 130.0 570 101.6 868 111.5 557 67.0 680 98.6 547 71,2 116 90.1 53a 67.1 888 83.9 631 60.9 668 78.6 528 50.5 666 76.6 521 43.6 866 76.6 521 38.1 666 75.6 521 g
681. 607 112.4 522 88.3 607 06.1 Sit 75.7 607 85.0 601 66.2 607 77.1 493 53.9 607 71.5 486 53.0 607 67.6 461 44.2 607 63.4 475 37.9 607 82.7 474 33.1 607 62.7 474 Z It
W m
72N 610 85.6 043 88.0 510 73.0 431 68.3 510 84.J 426 31.0 610 57.8 116 45.4 SIO 61.3 413 40.6 510 50.8 dOB J4.0 510 46.8 102 29.2 610 44.4. 369 25.5 510 /4.J 399 ? j r}p'a �jj
76N 458 72.3 400 67.8 455 61.7 392 49.8 458 51.1 365 43.4 458 46.6 376 38.8 458 44.8 J7J 34.7 458 41.8 J88 28.9 458 31.7 362 24.6 458 38.0 150 21.7 456 35.7 358 J J 5 Z
78N 435 87.0 381 63.6 436 56.8 377 46.9 435 48.8 366 40.1 435 14.7 360 35.7 436 40.9 156 J2.1 435 38.1 351 28.8 435 31.4 344 22.9 435 32.6 341 20.1 435 32.2 510 Q 7
W N 327 43.1 280 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28.3 275 232 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.8 327 19.3 258 ZZ �96N 287 35.1 257 28.7 267 29.9 252 24.8 287 26.0 218 21.5 287 23.1 211 19.1 281 20.9 240 17.2 287 I9.3 237 14A 287 18.9 2R b $1n 227 24.7205 20.2 227 20.8 201 17.J 227 18.0 I98 15.1 227 18.0 165 Wx75 C)B�111n 216 22.7 161 18.6 215 19.1 161 16.0 215 18.8 fe8 201n . 184 17.9 tel f, X ¢ O O
TABLE 36 ANCHOR CAPACITY ADJUSTMENT FORMULA: d=� Z u) to
Anchor Capacity Table Ibe CL a
Substrele: 2.TkCorcwte 3.5kCorw. "d-emu FgledCAIU PT Wood Metal (DP,„)X('�CHORCAP..,,,,,,,\_ANCHOR CAP.- �S�'42
5116'Eko i/4'S9Eko5/16'EI<o 1/4'SSEk, Via Steel 012 SIM 812S1ee1 ����
Anchor ClipPatteme ArlMorType: 3116'ElcoUllrac<n 1!4'Ek.Ullecon Y16'EIc0U1VBCon 1/4'EkaNlracan
UlOa<on A9greGalor Ullrecon AgoreOator Screw(O5)Screw(G5) screw(a5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge aetance pn): t' 2-112• 1' 2.112' 3-118' r 2-112' 1' 2-112- 2' 3-118' 2' 0.49- 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedmenlen): 1-314' I-314' 1.314' 1.314' 7 1.174' 1-114• f-114' 1-1/4' 1-114' 1414' 2' 1J/8• laa• pedes ACTUAL PRESSURE REQUIREMENT FOR THE
2Amhom Bd 4.75'MIn.O.C.ISNMard a011set alp(Fig.1): 39008 390@5 450 lbs 890lb, 1644 Ns 270165 2801bs 354@5 740@5 374 lb, 6641b3 846165 3411b5 442165 560 Ins OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors@IAV Mln.O.C.l Slondud(or Ol6el)Clip(Fig.2): 480 Ns 7001bs WA WA WA WA Wft WA WA WA WA WA 692 lbs 583 ib, 1120165 CAPACITY(FROM THE TABLE)OF THE SELECTED
4-- P
P3'Min.O.C.1(2)285 ANIe Clips I(Flg.3): 780@5 780165 680165 560 lbs 1896165 540Ibs 560lbs WA 760165 748165 ego 165 1692lba 68210s 895165 1120 lbs MULLION.IT WILL YI ELD A MINIMUM ANCHOR
Anchor
sI AsA4N.O.C.I U{21p•Inlo.125'Alom.(FI9.41 WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 715 lb, CAPACITY WHICH MAY BE USED TO QUALIFY
1 Amborl FC6p(N.S): 195165 195 lbs 225M 445165 67116' 135 lba 140165 177 lbs 370 It, 187 lbs 332 lb 473 lb, 170 IM 2zI lbs 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchaa @ 1.15'Mln.O.CJ F471p(Fig.0): 240lbs 350 lbs WA WA WA WA 1901bs WA WA WA WA WA 341165 4421fn1 560 w ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. RODULT RBVISBD
�J C raps whh 1L6 Pbrida
ullding Ono��}} �y-
ovcp33ncoPNO"..F.
FIGURE 1: FIGURE 2:
TABLE NOTES: --I 1.000' f-- _
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
Venal add Pteducl Control
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I I I I I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `\� ON'( LYNN A
FIGURE 3: 2.750' � •' \SCENSC•'•.(�P
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Q;
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 1�- ••.�4
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 _
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BEPRESSURE-TREATED '375' ,'13 �� j-q fS ;• \
FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' S.ATE OF ;Yom``
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-
-THICK GAUGE).STRUCTURAL STEEL TO BEAT %O'C '.,F(OR(p P,.•'•\`
FOT 1'X 2.75'X.375'MULLION fi ........
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.#10&1112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S.
A.LYNKIIMILLEff,P.E.
FL P.E.#58705
TABLE 4A „ r
Mullion Capacity Table sfte ® FF
OpeningVYldth(for3art] fly-spannirgmulliorls)orOpening Helght(for horimNelyspersiramdllom)
SO in 601. 70 in go[In 601n 100 to 1201. Win 1601. LS�
ReelengAar T<apfrdang. RecWngidat RnplTdanO. Roclangelar haprrAetfe. Reslan at Tm d pT anP. Ractangular 7r�JINan¢ Rectnnglat 7ta}Yrdang. Rnetm�0uler TCap7Aan9. �"'+
1 x 2.711 x 9d !YT ang, Racta.gutat TroprMang. Rad radar Tm d ti 0
Loading Laadag Loadng Loafing La dine Lmdng Lowing Loafing Lowing Loading Loadng Loading Loading Lcadng Coadne L.Lfn9 Loadae Laadng
.660AIum. o w
TubaTO!
zrs aa ., '� a„ a .-. a �• .a a d
MullionIlk
&
I
i a� ` g �� d� z uFF?
421. 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 see 170.0 982 170.0 559 170.0 lite 170.0 521 170.0 1240 170.0 521 170,0 1468 170.0 521 158.7 1620 170.0 521 138.81 1820 V0.01 521 1 O W
4e to 170.0 708 170.0 524 170.0 650 t70A 584 170.0 892 570.0 630 170.0 1133 170.0 eat 170.0 1275 t70A 877 170.0 1417 170,0 680 141.7 1417 170.0 680 12LS urr 170.0 880 100.3 1417 1704 680 S
50.6251. 1704 747 170,0 St 170.0 866 170,0 631 170.0 1966 1704 864 174.0 1195 170.0 723 1016 1288 170.0 747 146.3 1268 570.0 758 1214 5268 170.0 750 104.5 1286 170.0 758 91.4 1288 574,0 756 W O o O
541. 170.0 797 170.0 812 170.0 958 170,tl fi91 170.0 1119 170.0 754 150.7 1130 170.0 803 1319 1130 170.0 617 120.8 1130 170.0 650 100.5 1130 170.0 1181 88.1 11110 170,0 BB1 75,1 1130 170.0 861 m C) I--
M
a0M 170.0 865 570.0 701 148.5 815 162.1 781 125,5 955 p4.5 748 108.9 655 1323 735 87.8 2115 123.9 728 87.9 915 118.5 720 73.2 915 111.1 715 82.8 Bis 111.4 715 54,9 915 fH.i 7f5 i^ J
831. f514 839 181.8 710 528.5 830 138,6 604 14$.757
123.2 bei 84.9 930 112.2 670 84.4 830 104.6 602 75.9 830 99.4 650 63,3 1138 SCS 649 54.2 830 94.1 840 47A 830 04.1 649
801.
1321 757 140.0 050 110.0 757 119.01836 9 105.0 024 828 757 96.1 814 73.4 757 69.1 608 68,0 767 84.2 800 65.0 757 79.0 593 47.2 757 78,2 591 41.3 757 78.2 $91 Zij 721. 161.7 638 14811 552 82.8 638 91,0 Si0 J 80.1 530 83.8722 52r 58.583888.5 Si4 50.8 838 623 b08 42.4 838 57.2 500 38.1 638 551 467 3{,11 836 552 {97
781. 88.5 571 90.4 498 72.5 571 788 468 6 674 478 54.5 57f 80.8 471 48,0 571 55.5 484 43,2 $71 51.8 459 38.0 575 474 451 30,9 571 44.8 447 21.0 571 44,5 446 � J o ncZ
Q r
761. 80.0 542 83.4 474 08.7 542 70.0 465 57.1 $52 82.1 456 50.0 542 55.7 449 44.4 542 51.0 M2 40,0 542 47.5 437 33,3 Sat 42,9 /20 26.8 512 40,8 125 28.0 $42 49.1 423 o Q o
90M 52.1 407 83.7 381 13.4 407 45.4 355 1171 407 38.8 349 32.5 407 15.3 143 28,0 107 321 3311 28.0 407 29.6 334 21.7 407 26.1 327 16.8 407 24.1 322 58.3 407 23.0 319 N
081n 429 358 44.1 320 354 356 37.2 314 30.7 356 32.4 U 26.8 358 28.8 304 23.6 356 28.1 300 21.5 158 244 2ee 17.0 358 21.0 289 15,3 3S8 t8.2 284 � 1�Z 60 M
X S 8
108 in 30.1 261 30,6 255 25.1 *2LI0121*.�'. 251 21.s 283 22.5 247 111.11 263 18.9 244 16.7 26J 16.0 240 15.1 263 16.5 2117 U'/
111 in 27.11 287 28.3 242 ?3.) 238 19.5 287 206 235 173 287111.11 2351201. 22.0 221 209 111.11 205 15.7 229 18.2 202EE
h. 3
U d Q
TABLE 4B
ANCHOR CAPACITY ADJUSTMENT FORMULA: Z
Anchor Ca aN Table Ohs) ANCHOR CAP.,,,.,,,,,, ga m€�m�
Substral7k Com.to 3.6k COna.
a: 2Hollaw CklU Filled CMU PT Wood Mehl (DP,)X( ) ANCHOR CAP.,,,a
5'16•Eka I74"SSEP-5110-Etc. 1/4'SSEk8
Elco 0108teci 412511/5 41231, MULLlIX4CAP.,m,,,,1 m 666
AnHwr Tppe: 3715'Eeoo Uibecon 114•Ek.ftecm 3716'EkoUiiraton 1/4•Eko t2lracm
Anchor Clip Patterns Ult a. AmmGator Ullacon AggmGsror Screw(05)Scrow(G5) Scraw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge DIstnaee 11 1- 2.112' r z-uz• 3.116• r z-12• t• 2•il2• z• 3-118• r 0.48• 0.51• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment 0n): 1314• 1374' ty4' 13/4• T 1.1/4' 1-114" 1.114' 1.114" 1-1/4" 1-1/4' 2' 1318' I.3/8• wiles ACTUAL PRESSURE REQUIREMENT FOR THE
2Anolars@4.75•MIn O.C./Stefiderd.Oftel cap IF4.lX 390 ros 390lb. 4501bs $90loa 1644lbs 27016. 280lbs 354 ft T40 Sb 3742s 864Ibs 9461bs 341169 44211111 SBD Ifs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchas 0l.i5'Min,O.C.r StaWnrd(o OBsat)Clip(Fig.2k 467los 700 lbs WA WA WA WA 380[be WA WA WA WAWq 6821611 8851 I120tbs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchors @ 3"MIn.O.C.f T2)215An0le Cgps 7(Fig,3): 78016. 780 lb. 680 R. 15601.. 1696 Q>s FAO lb, 560lbs WA 76016. 748 ft6801bs 1892lbs 692 tat say r& 1121116. MULLION.IT WILL YIELD A MINIMUM ANCHOR
2A.ikt¢ 0,45•Min.O.C,f Ut1iy,taro.525'alum.(Fig.ej: NIA WA WA WA WA WA NIA WA WA WA WA WA WA 715 tae CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor/F4;liy(Flg.5); 1951bs lbs 2251b5 445169 622111. 11s IDs 1401611 1771as 370 ros 10716. 33 lb, 473169 "oras 22nm leo rot ADDITIONAL ANCHOR OPTIONS FROM THE
2Anchas@f.f5'Min.4.C.t F4']tp(F1g.6j: 246@9 350 lbs WA WA WA WA 180 N9 WA WA WA WA WA Sat 1621 442 las 560)bs ANCHOR CAPACITY TABLE. RQDtrcr RBy1S5D
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. u g ly tbamorrjid{aY1
4aeptmt
FIGURE t: FIGURE 2: TABLE NOTES: c4 No
•--� 1,000' �-- 0"Pate
1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. -
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. am ad.Prodact Control
tt}54111111(T7!
2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS I5 ALLOWABLE.
FIGURE 3: \,,� 01 411 p
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' ���'•ytC£NS !� �:
� � • HOLES TO BE GRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 1>1 •, �T r
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705
ANGLE CLIP MUST BE USED IN PA1ftS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED a!T
0' -'U t `
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT ;C3�•. s ATE O" LU
LEAST.125'THIC4<ANOA36.ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3SCREW THREADS BEYOND 5'X2.75•X.650'MULUON %'�tS'•PkORIDP,.•• \'�:
O THE MATERIAL,N10&472 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �//`S�OiVAL����`
/11111 t�t1y11s1�
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 5A n
® N
Mullion Capacity Table(lbs/ht)
OPonI118Width(foreer8calysparrLgMgLoirts),Drop-etal_tlp,tt,_ ht fortndmr4e9yapemlrgmtlliorls) � 4�
SO in 60 in 701n In R fOq t201n UO In 160 in rim s
12eclanBWer Tapt1'dang. Rectengtdsf Trapridang. [R,ct-War Tapt7dang. Rocursgtar TiapRdang. ec enpa octengWar Tapl7darp. Rectafgrtar TapTdang. RoolangWar 7rop7dartg. 5a"' W
1"x3.126"x Lnadin9 L.,f g Loodng LoadingLoading Loading Loadn9 Loodng Loading Lowing Loadng7121
Loading Lcadng Loadin0 Loadng Lowing Loadag �� O
.600"AlumTIN!,
a 2: r p _a g r r a r s r x x> d
� 0.,, s..Tube Mull E�3g� N
i3T v s �i�'� a. a. 5sdk� z� o: �a o i� a r� o sQ
42 In VOA 620 170.0 435 170,0 741 170,0 418 170.0 888 170.0 608 170.0 992 170.0 SIB 1 170.0r121,1 170.0 1486 170.0 521 •17D,0 1735 170.0 521 IS4A 1802 170.0 521 a W
4 70.0 708 170.0 524 1704 650 1704 584 170.0 992 170.0 630 170.0 1t33 170.0 681 E7 1 170.9 77 .9 '}70: 848 1577 170.0 680 135.1 1577 170.0 880 118.2 1577 110.0 680 0n 570.0 747 174.0 5G1 1704 886 1704 831 170.0 1046 170.0 684 170.0 1195 170.0 723 0D1495 170.0 758 1215 1495 1704 76H 406.3 1495 1704 758 U1 C) O
64 in 170.0 797 170.0 612 170.0 956 170.0 691 170,0 1116 170.0 764 170.0 1275 170.0 803 1801 1401 170.0 837 149.5 170.0 658 124.8 1401 170.0 881 106.0 1401 170.0 661 03,4 1401 170.0 Set COC31-
80 in 170.0 685 170.0 701 170.0 1003 i70A 707 158.5 1156 170.0 876 138.7 1156 181.0 928 123.3 1158 1505 917 it1.0 149.7 010 9Z.5 1158 144.5 903 70,3 1166 144.5 903 604 1156 44,5 003631n 170.0 030 570.0 745 169.8 1048 170.0 850 137.0 1049 155,5 880 119.8 1049 141.7 646 106.6 1049 132.0 638 954 1255 628 78.0 1049 119.3 020 68.5 1048 118.9 819 69.9 1049 IWO 81968In 188.6 855 170.0 789 139.0 055 151.3 804 118.1 055 133.7 788 1042 955 121.1 776 92.6 955 112,6 705 83.4 106.4 757 69.5 955 98.8 749 59.8 955 907 146 52.1 OSS 08.7 748 Z W$ 8
12 In 1285 603 134.9 897 IVA 803 114.9 802 S/8 801 101.1 870 00.3 803 91.2 659 71A 803 03.0 849 84.2 803 708 842 53.5 603 722 832 45,9 003 60.8 028 40.1 803 69.7 627 � � W
781H 1082 MS 114.1 628 91.0 721 07,0 818 78.0 721 85.1 605 68.3 721 78.5 59S 60.7 721 70.1 Sao 54.0 721 85.4 578 45.5 72! 59.1 589 39.0 721 56.6 564 34.1 721 58.1 563 -j
76 in 101.0 664 1 105.4 599 64.2 864 89.4 567 722 684 78.4 576 63.1 SM 70.4 567 68.1 684 644 558 50.5 681 59.8 551 42.1 664 54.1 1 541 38.1 684 51.3 $38 31.8 884 50.6 SU Z
001n 65.6 554 674 456 54.6 54 57.3 446 41.0 SU 50.0 440 41.1 S14 44.6 433 38.5 514 40.5 427 320 514 37.3 421 214 514 33.0 412 231 SN 30.4 406 20.0 514 29.0 403 H to o
Safe 54.2 452 55.7g4S.2 474 398 38.7 452 40.9 390 33.9 452 38.4 384 30.1 452 324 378 27.1 452 10.3 373 22.8 452 28.8 385 teA 452 242 359 18.0 4S2 22.8 355 f12 X Nto
tO81n 38.1357 38.8 32.7 317 27.2 351 28.1 312 23,6 357 25.2 308 211 357 22.7 303 10.0 357 20.8289 15.8 357 18.0 293 13.8 357 182 287 11.9 351 15.0 283 W 0Viii to 35.1 338 359 70. 301 20 298 9338231292195318 204 288 11.5 336 IBA 284 if.6 338 183 278 125 338 149 273 1iA 536 13,6 269 r M 1n
120ln 277 289 282 23.7 259 19.8 289 20.5 256 17.J 2@9 18.1 252 15.4 280 18.3 249 11.8 28g 14.0 24@ 11.8 269 12.8 210 9A 209 11.4 236 6.7 289 10.4 232 Q..X ^� O
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: •G p p
Anehor Capacity Table lba ANCHOR ,,,,,," a'n2
SuOslrala 2.7k Corca4e 3.6k Cone. HdWx C1AU FNeo Cl.1U Prwootl h1Na (DP„,)X� )�ANCHORCAP.,,,
bts ElCb tld-SS Erco EMS'Elco V4-SS EIc0 aso 5ted R72Steet flu Sleel MULLION
Anchorclip Palleme
Anchor rypa &tC Etca uilracm tU^EICOunracon u8recno ats'Elcounfacon 1/4'EltouOracon ( I (5] (GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
p AggeGalor Unrecon A mGato Sclo G6 Screw G screw
Edge Misr 00nr r 2•Ur r 2-ar 3116' t' 2-g2' r 2-11r T -,IAr r 0.46^ 0.54` 0.924^ CAPACITY REQUIRED'CORRESPONDING TO AN
Eurtedment n 1Jt4' 1.N4• 1314' ia�4^ 2• I•gr 1.114• 1-114' 1.114' 1df4' 1-114' r taxa' 13'6• rales ACTUAL PRESSURE REQUIREMENT FOR THE
-0 "1113 4 !! St16tp33iY 34klpg'. 4A2tosyc.60 OPENING,WHEN IT IS LOWER THAN THE MULLION
4'ArehS 115° rst5" ;CXA.-.y. -2) _p4 ZY.tttis t 1 �1,yA i ^24 iad] 1111 r:. TVA 9911133 T""
" CAPACITY(FROM THE TABLE)OF THE SELECTED
eul5s - los two to$ Stows ib's`" to 7601rs -746133 9n ".nn5- 121- MULLION.IT WILL YIELD MINIMUM ANCHOR
Mnthors 0.45.60n.O.C./UCBp,Into,125P Alum.(Flg 47 IIfA IVA IIIA IUA IIIA IUA IVA NIA IVA WA IUA IVA IifA WA 1073105 CAPACITY WHICH MAY BE USED TO QUALIFY
IArcMft FCBp(F7g.SY 195lb9 t051rc 2261Ds 445163 622103 1351Ds 140 ft 1771bs 970us 16X84 332x3 473@5 170189 221too 290tH ADDITIONAL ANCHOR OPTIONS FROM THE
2ArKtsnrs(�t.i5'I4in 4.Cl FCn(Fl06- 240105 356 ms tUA tUA 1114 1I7A 1008!5 1114 WA NIA tUA IVA 311 m5 442 iffi 194 Ue ANCHOR CAPACITY TABLE. RODUCTRBV3
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. cotDUcri98p
avi the Florida
h1.000'-IulidIA8 Code:
FIGURE 1: ,IGURE 2: TABLE NOTES: D O
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
41111111 odic Produq Control
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
4111{1!(!t7
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE LYNN
i
FIGURE 3: 3.125' �` Ql�y.......•
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23.40
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. _ ••.>'t'�
i FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 11 • Nro.5,8705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED % f^""�""�...^^ _
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED •• (/ : Q
FIGURE 4: FIGURE 5, FIGURE fi: YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' 'p STATE�S I
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 3.125'X.5'MULLION
LEAST.125 ' ''., �.
♦ (i'VFMULLION) •.F<ORiDP,.•' :�
+ � '7HICKANDA36.AtLANCHORSINTOMETALSHALLEXTENDATLEAST3SCREWTHREADSBEYOND �S • .....•• \��
0 THE MATERIAL.#10 8 912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S,OR 410 S.S. illi S� NAL
A.LY(fWME111h�,P.E.
FL P.E.#58705
TABLF-12A
r �
Mullion Capacity Table Ib5lR2 ® ���
Opening Width((or oerlically-sperrirg mt111oris)or Opening Height(for horizontelry-sparnirg mUllons)
501n 601n 70In 601n Bain 1001n 1201n A01n 160 In �>c L' wo
a'� wo
Rectangular Tmpfmng. Rectangular Tra(V7dang. Rectangular VaplTdarg. RoOdnleler Tmplidan9. Reclengula TrepRdong. Reclangldar iNp?dang. Rectangular Trep/itleng. Rectangular T,aKld rg. 11.1"9ular 7rapfldeng.
2X4%.26 Loading Loadng Loading Loading Loading Loading Loading Loading Loading Loedrg Loading Loading Loading Loadlg loading Lcedng Loading Loading 140
Alum.Tube a k' '.. '• P F P .�' S & F .4 o� g v
Mullion . ygg. y9. gLu� g yy§- yBL�• yBt. � gL�• g LL
N
kEEy a s §� a'¢e .§ "&g s� � eg} .§� b. .5� i
V) �� W
rc s �rc s� �� Z
421n 170.0 620 170.0 435 170.D 744 170.0 478 170.0 668 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 .170.0 521 770.0 1488 170.0 521 170.0 1735 170,0 521 170.0 1983 170.0 521 O
481n 170.0 708 170.0 524 170.0 850 170.0 604 170.0 892 170.0 630 170.0 1173 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1863 170.0 680 170.0 2287 170.0 680 J W
50.626in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 .170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 2 g (_
64 In 170.0 797 170.0 612 170.0 950 170.0 691 170.0 1118 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 B5fi 170.0 ISO 170.0 661 170.0 2271 170.0 861 170.0 2550 170.0 861 ()J 0 0
6o In 170.0 085 170.0 701 170.0 t063 770.0 797 170.D 1240 170.0 678 170.0 1117 170.0 944 170.0 1594 170.0 986 170.0 1771 ,170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1083 180.8 2880 170.0 7081 � M �
031n 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 MCI 170.0 1859 '170.0 1122 170.0 2231 170.0 1169 168.7 2553 170.0 1171 145.9 2653 170.0 1171
681n 170.0 974 170.0 789 170.0 1169 170.1) 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1165 170.0 1946 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1286 132.9 2437 170.0 1280
Mln 170.0 1063 171).0 078 170.0 12711 170.0 1009 170.0 1188 170.0 1120 170.0 1700 170.0 1228 170.0 1817 170.0 1315 170.0 2125 170.0 1307 115.6 2181 170.0 1488 124.0 2181 170.0 1528 109.2 2164 170.0 7530 ?
761, 170.0 1722 170.0 877 170.0 1746 170.0 CL
1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 146.8 1960 170.0 1605 123.6 1960 161.6 1548 108.7 1860 154.0 1535 92.0 1960 152.7 1531
2 78 in 170.0 1151 170.0 907 170.0 1381 170,0 1118 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1411 137.4 1661 163.1 1500 114.5 1861 147.3 147Lu
3 98.2 1661 09.6 1459 65.9 1881 137.6 1464 Q
J
901n 170.0 1328 170.0 1144 !49.1 139(1 158.0 1219 127.8 1308 136.0 1198 111.0 1398 121.3 1178 99.4 1398 110.2 1162 89.5 1396 101.0 1147 74.5 1398 69.8 1122 87.9 1396 82.7 1105 55.9 1398 T8.9 1096 z I Q N O
96In 117.1 1229 151.5 1098 122.9 1228 127.8 1078 105.3 1229 111.2 1061 g2. 1228 98.0 1014 81.9 1229 a9.6 1029 73.7 1229 82.4 1016 61A 1229 72.2 993 62.7 1229 85.9 977 46.1 1229 62.1 967 H Z
10B In 103.5 971 105.6 877 66.3 ell 89.0 862 74.0 971 77.2 849 64.7 871 68.4 837 57.5 971 61.8 825 51.8 971 56.5 816 43.1 971 49.0 796 37.0 971 44.0 782 32.4 971 40.8 771g0
111 in 95.4 919 87.3 832 79.5 810 81.8 919 88,1 019 70.9 806 59. gig 82A 194 53.0 919 56.7 794 47.7 919 51.0 774 38,7 919 44.6 768 x.1 919 40.2 712 29.8 918 37.1 772 (jj
X
1201n 75.5 786 76.8 716 62.9 708 04.5 705 53.9 786 WA 695 47.2 786 4B.{ 698 41.9 786 44.4 877 77,7 786 40.5 666 31.5 780 34.0 BSJ 27.0 788 31.0 841 23.6 780 26.4 671 �
1441, 43.7 548 442 604 36.4 S4fi 77.0 498 31.2 516 71.9 401 27.3 548 282 485 2{.1 548 25.3 479 21.8 548 '22.9 474 16.2 610 19.5 484 15.6 616 17.2 955 13.7 548 15,5 418 V N Q O O
Z
TABLE 12E - ANCHOR CAPACITY ADJUSTMENT FORMULA: -2 m0 In
AnehorCepaelty Table(Ib3) - ANCHOR CAP.,,,,,,,,,, n fO�
SubsVafO 2.7K CorcrHe F14'24
Ho0ow C1.IU FllleO ClAU PTWood 1.1aa1 (DP)X( )=ANCHOR CAP.,,, - ����
14'SS Elco 5'16'Ek0 114'SS EIco 910 Sled N12SIeel Nit SIwI MULLION CAP.,„,,,•_•
AnchorCllp Patterns Mcna TYPO &16'Elco Ullrson V41 Elco Unmcon3116'Elco Ultxm 114^Elco Uttmcon
AggreGda UImcm AggreoEly Scmw(OS)scrav(c5) scr4w(057 USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Distance 6n) 1' 2-112• 1' 241T 1• 2-1r r 2-1r r 3-1f6' 2' 0.46' 0.64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedina3tgn) 1014' taro• 1x14• 1ar4' 1.114' 14 4• 1414- 1-114' 1.114' 1-1/4^ r I-To, i-Tr rales ACTUAL PRESSURE REQUIREMENT FOR THE
2Mcrors @4.7S tAln.O.C.1 Staldad orOlbel Clip(FIg.162) 330IDs 39010s 4W IDs 890108 270109 281105 W IM 7401M 3741Ds 6s41bs 91s 1c4 311 lbs 4azlD3 (eo ms OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arches 402.65-Mia O.0/Standard(a Onset)Clip(Fig 3) 740 lbs 740M 6301bs 1465Ibs IIIA snit IIIA 095Ibs WA 0001ba IVA 682lbs easW 1120 IDs CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Archas@1.71'Lnn O.C./Slaldam(a abet)COP F1.4S SBS ID9 0`AI 758105 1946105 IIIA 70510; IIIA 7B91bs IIIA IUA IIIA f02210s 1327IDs 1660103 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4AmMm TMIn.O.C.I(2)2r5ArpleCaps/(ng 5) 780 lbs 7 09 680 lbs 156)168 0109 5601W 1IfA 76010.3 748 lbs BS010s 1892lbs 6821bs 885 Ca 11211Ds CAPACITY WHICH MAY BE USED TO QUALIFY
6Ancrors®T LIm.O.C.1(2)215A1gl.00ps I(Rg.q 1170lb5 1170 lbs 1020lbs 2340Ibs 2a441bs 81 bs M lbs IIIA 1140103 1122103 1327lbs 2835 IDs 1022lbs 1327108 1680Ibs ADDITIONAL ANCHOR OPTIONS FROM THE
3Arcrors®1.94.441,.O.C.I UCip,In1o.12Y Alum.lH3.7) WA IIIA tlIA IIIA NIA IIIA tUA 111-0 WA B!A IIIA IIIA NIA IVA 10731 ANCHOR CAPACITY TABLE.
222R®0.64'I11n.O.C.IUd:llp,Inlo.125 Alum.ffq.B) t(IA IllA NIA IIIA NIA IIIA IIIA IIIA tUA IIIA IVA IIIA N/A IVA 21 IIA PRODUCPRBWSBD
2Mcrors®268•I.Iin.O.CJ F•Cup(Flg 9) 370lbs 3701¢8 3151bs 743 lbs 71210s IIIA 211 Iro IIIA 34BIbs IIIA 440IDs IIIA 3111Ds 442 Ns 560 lbs 9s wnng CO&Mlbo Plorida�
Building C3dc
3Anch-0l.71'MIn.0.C.1F11P(FI910) 443106 5251b5 378lbs W3108 NIA tUA 3531Ds IIIA 3991bs IIIA I IVA 1IIIA 6111bs 664 IDS 13401bs AcceptancoNc,
O
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. DnO 74
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000" !ems ad:Product Cbnlr0l
• • • • • • • TABLE NOTES: 11(11 I I 111111
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR 411
• • • • •
GENERAL INSTALLATION METHODS. �,••'V%CENSF '•.F'P i
FIGURE 5: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPEN ING WIDTHS IS ALLOWABLE.
• • • • .250' _ 4.000' _ 19 No.58705
• • • • 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 = Gtr -
• • LOCATIONS. L �� � '• 4/
'���'•. SIATE O- . ���
FIGURE 7: FIGURE B: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT i'� '•.,FCOR10�'•' �\`
• IF.
IE
(FIGURES 586) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. %i's. """ f.•• MUST BE USED ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 2'X 4•X.25'MULLION '117 1INAL t�vv
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNNIMiLLER,P.E.
THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#58705