HomeMy WebLinkAboutProduct Approval (3) ,
RECEIVED
APR 03 2018
MIAM!•DiADE ST. Lucie County, Permitting_ MIAMI-RADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCEmidsde. ov/eeonomv
PGT Industries,Inc.
1070 Technology Drive r ILC %...r V Im
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the A14J 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"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C
dated 06/19/17, 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.
TERNIINATION 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.
WSPECTION: 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#16-0218.03 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 Jorge M.Plasencia,P.E.
NOA No. 17-0630.01
CMIAMMADE Expiration Date: May 26,2021
( Approval ate: November 09,2017
Pa I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
Edition (2014) and with FBC 6` Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
I. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5'h Edition (2014) and FBC-6" Edition
(20147, dated 06/22/17, issued by manufacturer, signed and seated by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
Jorge M.Plasencia,P.E.
Py4duct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date. May 26,2021
Approval Date: November 09,2017
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: n
NON-IMPACT OR LARGE AND SMALL1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN TO ANV ANCHORS REQUIRED FOR THE
MISSILE IMPACT-RESISTANT PRODUCTS
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.N.EACH
SITUATION IS UNIQUE AND SHOULD BE C
-- EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES..............
.___.1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS....._..,_..._..._.__1
ELEVATIONS..................... Z F
FIGURE 1: MULL TO
2X WOOD_......-------2 �-
MULTIPLE OPBMB WON FOR VVRIGV.MULL ARCHH
ES 70 HE 2)THE TYPE AND NUMBER OF ANCORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MCLLED UNITS.MULLIONS MULL TO 1X 8 MASONRY....._.....2 0�
MULLIONSINSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES....._..._._.2 4'
/ /-RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY___..__.__---3
A-DAUtIMMM2 MULL TO STEEL STUD...............3 N
_ S
METHODS ANCHORAGE 3)THE ACHRAGE EDS HOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL._..._..............._..._3
3 U
T—` Ly
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U780.THE 113 STRESS INCREASE WAS NOT USED
ALTERNATATE CLIPS......._..__.._.4 C to E Z
BAY NULL NSTALLAT CS.-
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION(ACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. W
X 2 X.125 MULL.PECS._..._...__6 j
1 X2X.376 MULL SPECB..........._..6 --I In
`
INSTRUCTIONS.PROPER
LING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF 7 HESE 1 X 2.76 X.65 MULL SPECS_......__e g X
1 X Z75 X.375 MULL SPECS.._......? IC N
1 1X 3.126 X-500 MULL SPECS____9 Z "�
T�HTRu o 1 I I /LII I S)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X4X.126 MULL SPECS...__._..._10 a m O o In
SA THRUETS i III _ \ 1 X 4 X.375 TUOE MULL SPECS....11 M
1 sEEDerNLs, ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER � F m W
1 - A THRU G; 1 X 4 X.J76-T'MULL SPECS........11 Q
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN H I Z
SHEETS 2J 125 X 3.166 X 265 MULL SPECS.A2
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. W
OPENING 125 X 3.25 X.100 MULL SPECS-...13 U � W � _
VERT. \\ HEIGHT 1.25 X 325 X.624 MULL SPECS_...N Z
MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND LIP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 2 X X 3.94 X LL PEC SPE- ....10 y � z�
2 X/%26 MULL SPECS.......__..,18 w Z
LtliQTN Ho IZONTMULL AL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X e X 26 MULL SPECs......_.._....17 Q Z
SEE PETAL E, 30 X 2.11 X Y M MULL SPECS_-18 Tn � W
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT
SHEET 3 30'X 325 BAY MULL SPECS.........19 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REWIRED TO PREVENT o F- W
45'X 325 BAY MULL SPECS.S......20 Z Z
REACTIONS. MULLION 6 CLIP DIMENSIONS.._..21-23 1- Q O Z
EXAMPLES t 62........_........._...__.24 L5 (- Z y .m..m
8 REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS LOADING EXAMPLES_..... ......25 a W �Ji31 so .o
FENESTRATION ) •.•......
PRODUCTS ANY - N o
BE Or AM TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W Y Y
MMANUFA6 CTURED CODE,AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH 9 F= LU
Z Tn
/ I I 6YPGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. t�7 Q UI O O
CL
. - 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. oo tO W
L MULL /BSA 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
IIOItlmMA1' 9HEETVISED
52� WIUTHlHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
LBgM HdLIZO 11AL asRompIy II B wDUCT EI tth the Florida
MLLL Building Codo
LENGTH INSTRUCTIONS: NCA-No. 17-0630.01
ADDITIONAL EXAMPLES
OFF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/Fr-1 FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 05/26/2021
LENGTH r'-' I I,—
OPENING
WOTM 1 I —HSC MULL L� � 2)CHOOSE A MULLION TYPE THAT WILL FR THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. I.a_ de _uet ontro
r 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR-OR-TRIMIGULAR(TRAPFZCIDAL-.
-- -- r I - 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/Fn FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING
FOpO THE MULLION TYPE.LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE
OPENING MULL r HE y VERT. MULLION CAPACITY(LBSIFT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE_REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED 14
HEIGHT I LENGTH MULL �' ! MULL STEP 1).
LENL L. _. Grr.
1 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE
__ - _� _ REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST 8E MET TO ATTAIN 711E FULL MULLION CAPACITY.
NGDTH �- `jON1(IYWN A��j'�
SINGLE MULLION SINGLE MULLION FOROPENvERrtWut MULL L 8)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE `♦ ,//�
OPENING WIDTH ANCI IOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR `�` ,� ,,•VCENgF'•:(�_��'
FOR v6Rncwl MULL CAPACITY IS MET. :'
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS NO.58705
7)IF THE MULLION CAPACITY(LBS/FT)08T/UNED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LDSIFT')FOR THE
`- FROM FIGURE 1 ABOVE OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS = :/,�� •T
CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
6
2017 FLORIDA BUILDING CODE(FOC),8TH EDITION '
ATE
-2014 FLORIDA BUILDING CODE(FBC),STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FTS FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
-ANSUAFISPA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY ILBSIFT-)OBTAINED FOR THE MULLION SYSTEM THE LOWER 0-THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION i� f2 pp8p►•,:',[�\`�
-ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. /A7 � �
-ANSI SIOO-12
-RISC 360.10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN NNEN USING THIS NDA TO APPLY FOR A PERMIT. A.LYMBA6111% E.
FL P.E.N 58705
x $
DETAIL A: DETAIL B: —A4ALIOH
MULLION TO 2X WOOD BUCK —LANLUON MULLION ATTACHED TO 1XeuC -- TYP.ANCHOR p
OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SEE TAKES 8Y
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) Ama,tt.O� SEE SEE rABLEs+&1S8 �
QeE P/DTE I. / InN
1 j MULLION I 8NF2T 1. y D U
..' 1 I ... . � •' . .� &fD Z flj
nLLI
t SEE SHEETS a - b I AVN 2.7 KSI EDGE !� 4 x
E1TIBITHE I 21.23 FOR HOLE d I t OONCRET60RCMU•'I 1 DISTANCE. y) J Cq
BTN1QAliD . I
LOCATIONS e I -I I----1-SEE SEE TABLES d'
OFFSETIaAL a EDGE e EDGE DISTANCE 18-128 N 2 y Q
CV WYBE I TANCE a • I FOR MASONRY g
werAL�rr II Fmwo o ANCHORS 113
W Q a
TesaMerHaa a ,� e �no MAxFOR •'a SIDE VIEW LU
° 9 \ ALL MULLIONS d•
ARC
• / \ a41' STANDARD
Q
a • �. CLIP AMY BE OFFSET NULL U
• EXTERIOR , IHSTALLED BY j
a a L THIS METHOD. 2
G DISTANCE 4 Z •- 1.
FOR
Ma
• / RTHE WEC01a,EtD® Z
FOR AAIp101b \ N O O
•Q F'tl•FRAABD
EXTERIOR YANDOWS.BUT MAY N
ALSO K WED FOR
OTHER FRAME TYPES.
O z 3 0
.1�0
TYP.ANCHOR TYP.ANCHOR
TYP.ANC/NOR /' PER BUBS7RATE, --PIR MOSTRATE. d
PER SUBSTRATE. // SEE TABLES 18.188 8811TABLES 1&138
PRODUCT REVISED
SEE TABLES 1&tae DWAtJC BUCKSTRIP as
EAalE0AIo EMa I M oomawlth tM Florid
a
SEE TAB= BuildingAND
LIM BUCKSTRIP 170630.01�=
SE
NOTE 1. Expiration Data 05/26/2021
ATTACMENT — L__�_ SHUT I.
BSeE NOTE I, my
SHEET 1. .+ Mlam a mot ontrol
MN 2.7 fO1 CONCRHTS OR CUU
SIDE VIEW FRONT VIEW
FRONT VIEW
INSTALLATION NOTES
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
111111111/
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REITMENTATIONN,y
.....
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE '��••'Y,1GEN9�r'•"�
CORRECT QUANTITY AND LOCATIOK OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE •' j
FOLLOWING SHEETS.FOR DETAILS A-0,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. No b8705 .•.'-
* WAIVE
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HE%HEP.D OR FLATHEAD. �
4)WOOD BUCKS ARE OPTIONAL.SEE DETAIL C,SHEET 3.
5)FOR MASONRY APPLICATIONS I4 MIAMFAADE COUNTY,USE ONLY MIAMW ADE COUNTY APPROVED '�O�CCis•'F40RID'I
ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. 11S��1NALI,�N
A.LYNN fu IL.LE%R,P.E.
FL P.E.NB 55705
--- -- --- DETAIL E;
DETAIL C: _ zs M H MULLION TO MULLION
INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE nAnL•aN g
__ (U-CLIP) 1)MAY BE INSTALLED IN TEE'OR'CR0.SS'
(STANDARD CLIP SHOWN) VARIES INTERSECTIONS. k Z
�y
2)MAY BE INSTALLED HORIZONTALLY
I . (SHOWN)OR VERTICALLY.
TYPANCHOR N
ERH9I TVI! I r—PER SUBS7RAtE,
sTANDutD I SEE TABLES 16-138 3)SEE RRES DRAWINGS,SHEETS 21-23 0 5 U
LOFSET AaIIL I I TOP VIEW FOR CORRESPONDING MULLION. Z � LU
I
,P i aYp�p�y II IEDGE OISTAWF �J Q =S NETNOO I I Io�A —•FOFi MASONRY VARIES W J
ANCHORS --1
/12 STEn SCREWS, N
j I SELF-DRILUNG OR PREORLL
.. '. WJUJON AND USE SACS C LU
to
a MULLION F Z ftT��j Uj
U'
EXTERIOR C � O Z
A GE DISTANCE THE OFFSET&P IS Z F- Q
/ FOR MASOVtY p RECOh1MENDED FOR / `` ` ui Z U V
ANCHORS • FIN-FRAMED INTER6ECi1DN y, `Z
VANDOWS,DUT MAY U-CUP \ .7 Z
ALSO BE USE.FOR F
• OTHER FRAME TYPES.I EXTERIOR ` Q Z r`
_TMANCHOR A 2: Z Z Q O7 T
�--PER SUBSTRATE, H (p
SEP TABLES 18.138 d TY9 SEE SHEETS 21-23 FOR d U) O Z
/ BUCN57RP _ PER SUBSTRATE, HOLE LOLA7GE Acn
J $
J SEE TABLES 1B-130 1
AVD FRONT VIEW EDGE— H W —I
Aix
TTACHMENT BY0SEE STABS IOV- 9 N y�
SEE NOTEEi, r 10-13B 2 U Z Q 9
1 SPIFFY 1. (L Z 0
[i .• d
EDGE
- . m
DISTANCE
SEEABLES SIDE VIEW a�
MIN 27 KSI CONCRETEMI
OR CMU N 2.7 KSI CONCRETE OR CMU 1B-13B
FRONT VIFW SIDE VIEW DETAIL D: PRODUCT REVISED
MULLION ATTACHED TO RS Com 1y myy with the Florida
STEEL STUD Building Codo
(STANDARD CLIP SHOWN) NOA-No. 17.0630.01
INSTALLATION NOTES!
s 7 RUCTURE Expiration Date 05/28/2021
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. —TYP.ANCHOR
r PER SUBSTRATE. lkJ Mlemi_D a ro uC Control
j SEE TABLES 1B-13R
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 'v sHEErs
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE - SEE
E21--73 FOR
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE 'i. HOLE
FOLLOWING SHEETS.FOR DETAILS A-0,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. LCSA71ONS
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.
I
6 WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET.
I i
I
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-0ADE COUNTY APPROVED ` EDGE NCE \�1t
ELCOULTRACONORELCO1/d^S.S.AGGREGATOR MASONRY ANCHORS, FOR STEEL STUDS THINNER THAN SEE TABLES `%N��ONYLYNN,,
FRONT VIEW1E GAAND nOMPL(ANT WITH THE FL BUILDING 10-136
\.CODE.A 2K WOOD BACKER MUST USED. i- EN F '•.
ATTACHMENT BY OTHERS. �•••• ';r, i f
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NO.S870S
NOTES: /i •'Qom.
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ��; F
ANCHOR VALUES MAY BE USED,
TATE F
2)SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20,FOR QUANTITY OF SCREWS. �rD°r,<yY, ( 1�`d.E.
FL P.E.#58705
DETAIL F: DETAIL G: DETAIL H: �
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) `
SHEETSAN 3 FOR INSTALLATIONTO SUBSTRATES. �BAYMUI in
4'
\ MuNwa+ a U
0 0 L w
\ 02 "L F-
0 0 0 0 ° ° :7:7oo TOP VIEW
SIDE EW i w 52
aMnDWNwrnlrxr x.125TOP VIEW i§
i0
MIILION j I 1 I Z 0
I o
I I TYP.ANCHOR Z
.EXTERIOR I 1 I I PER SUBSTRATE. U �.
I I SEE TABLES 156 OR HIS Z Ley V
1 TYP.ANCHOR I i ? 0
STANDARD MLLLION CLP I I -PER SUBSTRATE, I EXTERIOR Z
MODIFIED TO FR FBD I SM TABLES/6.18 m I 1 Z
CONDITIONS.
I I � I rx6'ANGLECLP. Z Z Q
2 PER MILLION END.MUST 8E Z _
WALLED INSIDE OF BAY MULL, � l-
MUILL,N
w J
I ,
rxrx.12S ~ N y
F= In
PEPER M11JLUON FRO• V Z a 3
Q ' / MUSTBEINSTALLED Q _ Z O
I I I INSCGOFMU.L CL .N
I , _
ocr'to
� 3
TYTRAP.ANCHOR b / PRODUCT REV USED
`—PER SUBSTE. NOA-NB. 17-0630.01
y e Florida
SEE Ta9Le810-u0 s�
STEEL.ALUM
021
INTP O WOCD.STEEL. STANDARD CLTO BE EXTERIOR OR MASONRY / EXTERIOR �PI��B OBt• S/Zg�-
ALUM,CMU OR MASONRY MODIFIED INFIELD.
my
EXTERIOR , Y '®„ I ®� MIND 1
/ f-% " �'
E
! ® j INTO WOOD.STEEL
® I ® ALUM,CMU ORMAaoNRr j EDFE li
DISTANCE
PER
470E -'�--— ANCHOR
DBIANCE 4 II
PER ANCHOR ! , NOTES FOR INSTALLATION OPTION O 8 H7pNY LYNN
O rn �a•' LICENyF M
i)USE 2 ANGLE CLIPS PER MULLION F3J0.CLIPS MUST BE INSERTED INSIDE OF MULLION. $�
NOTES FOR WST�IAT��lON9 F: 3 •';F�� i
1)DETAIL IS NOT APPLICABLE FOR THE SAY OR 1.28'X 2.11'X.126'MULLION. 2)DETAIL G:SEE TABLES 18.148 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE _ * No.58705 _
LOCATIONS.
=p
2 SEETABLESIB-138FORANCMIORQWWTITIESANDSHEETS21-23 FORHOIELOCAT10N5. o
) 3)DETAN.H:SEE TABLES 15B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE .� � ATE 11�•�:��/�
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. 0 OAF •. j
s ORIOP.••' \C���
A L 14111,4111. P.E.
FL P.E.0 55705
I
TABLE 1A
_ Mullion Capacity Table bsift)- --- - 6i
Op6nMg VRd61(far venicalfy-spamng mcaicrs)or Opening Height(for horizonta spurring rn.*r ) a
50 In
50 1', 701. to in 90 in 100 In 120 In 140 in 160 9t s 0
Reelatplkr Tmprtderi0, W:dnnp l.• Trapfrdarq. Raotanp/M T.WWwrq. fieetenpdo- '1mR6eq ReetrgWar Tt�R6.inp. R.uang4u Ttnp/i rirg. RYctM¢b haplT6an0. RaJan6utor Tnp/fi.t0. Ract-pow T-wrl Wq. 2 t0-
13122.125 L..9n9 Lo.dirq Lmdrq Loadng LwdnO Loedlp Loe412 Lo.dila Loe6n9 L.",tg Laeoing Lwdtq L-K-g Ling Loadng Lo-av Lo.dlt9 L.edhg Paf G (5
AN6a Tube t 2: .£ t t r ..-2• F
Mwuon g g€ q€ a:g C4
�^ J S d 1So � d �Y d 6^ ct �v 8_ SE 1S t9v � tS.. S � cSv q: 0Ts U
H 1111
1.11
42 in 111.1 406 120.6 732 N.7 406 1163 378 70.0 406 107.6 721 00.0 40 101.4 71f 621 406 101.0 718 36.8 106 101.0 319 b.6 406 101.0 310 3/A 409 101.0 710 30.0 406 106.0 719 1uWyi J y
461n 74.1 312 67.6 236 624 M2 r14 267 515 312 ITT 146 45.6 312 632 246 41.6 312 61.3 2N 37.6 M2 61,0 2M 1312-9. Me M2 61.0 2M 77.4 712 01.0 244 a � U)
OOArih 63.1 761 10.6 274 63.7 701 613 ?b 4S6 2M 35.7 724 f9A 261 $2.1 772 713 201 60.1 220 71.6 201 40.3 210 206226 761 49.7 21/ 20.0 211 10.7 219 �_ W O
N h 32J 247 $7.5 707 43.1 267 M.8 201 37.0 247 468 199 729 247 41.6 196 20.2 247 36.4 194 26.3 247 35.4 193 219 18.1 247 30.1 103 16.4 247 36.1 =3 K W6ch 36.4 200 412 170 320 100 764 160 27.4 200 316 163 26.0 200 269 160 21.3 700 27.1 ISO 113 700 26.9 U7 16.0 F m 0
ph 33.1 6M iia 106 2L6 161 70.3 f32 217 161 199 N6 107 161 NA 140 164 111 22.6 144 16.6 161 71.7 143 Z
1611 28.1 160 30.6 tot 24.0 106 261 171 20.6 166 211 176 160 IM 21.0 t3/ Z Z U U
T1 h 722 U0 23.3 17616.3 139 11.8 111 16.0 176 17.6 116 -_- _ Q
711 h 1U 123 10.7 100 /S7 127 IRA 107 u Z
d -j
11b 17J in 10.2 101 a �
TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA:
co 0
Anchor I Table ANCHOR CAP.,,o„�„ 6 CV �CD
6uE11W: 2.7k Corol.W 15k Coro. M.A-CMU Filed CMU FT Wood hent (OP.)X( >=ANCHORCAP.- r N o
1116'Elm 1H•SS Eke 5116•Ek. IW 88 13840 h0 Steel 012 bted 912 Bled MULLK)N CAP.,,r,,,,,,, LLI
AtttM Typo' 5116'Bur UeacM 7N•Ftlo 1161cm 5110'Eko UOmon iN•El'.U6neon Q' X Y Y
Anchor Cllp P6116ms Ureton A19MGMX ulm.on A9pMrelor Banes(G31 Suety(GSI Suety(05) USE THIS FORMULA TO OBTAIN TI IE'ANCHOR0 CN
Edr a....Ont 1• 2.12• I 1• I 1-/? 3-516• t' 21? 1• 2.1lY Y 7-ve• T O 4T_ 0.54• 0.171' CAPACITY REQUIRED*CORRESPONDING-1`0 AN V X Q 3 3
ErldMneW hes• taH• tall' 18414• r 1nA• 1.5151 18484• 1.514• 1-va 1-vr -r /are' 18419• tlmN. ACTUAL PRESSURE REQUIREMENT FOR THE O d O O
2Alclmr. 4.75•M O.C.I5*%WdmOrnap(F4.1t 300 r. 390Is 45ob. 1190b 18441. VOFA 280 lb. SMIbi 740. 3741. e156R. 946. 741. 442. 5150. OPENING,WHEN IT IS LOWER THAN THE MULLION a '- ZmO.O
4AKh m Q 1.ts Oh O.G/6rndtld(arObeO UP(Fig.7t 480. 700 b WA WA WA WA 1 360 tee WA WA WA WA *A end 1111616. f 1284 b CAPACITY(FROM THE TABLE)OF THE SELECTED o mQ.
4 Arohms 0 r Mn.O.C./RI233 A00tl flke/(Fq.7t / b _7.110 es iW a 1Sao 1,. 16611 be s49 m. Seo le, WA 7150 Ibe 7184 ror eco®r I mr ee2 b Eos m. 1120 b MULLION.IT WILL YIELD A MINIMUM ANCHOR O 901
Z'
2 Alml°m DAr11h.O.C.I UC6p,No 125•Akm.(Fq.4t WA WA WA WA WA WA WA WA WA WA WA WA WA WA 715 tb CAPACITY WHICH MAY BE USED TO QUALIFY 6 d
1.1 Fr.,(ft st +esb 195 ro. ffip usma_ au 6m +3s les ueb IT?ft 370 r. to?1b. SM. 473. 170. 2211M 1110. ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED
3Aromm 1.1T Mi.O.C/Ftlb ffb.et 240 b 350 b WA WA WA WA 190 b WA WA WA IYA WA 311 b MI b SOD b ANCHOR CAPACITY TABLE. as complying with the Florida
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANN
CHOR VALUES AS THE STANDARD CUP. OBuiA-Ng e
OA-No. 17-0630.01
r 1piration Dote 05/26/2021
By
Mlam ro u�c o}�nlror
FI. • FIGURE � TABLE NOTES:
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. -•1 1.000• -
2;LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE r
FIGURE 3.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
. . • HOLES TOBE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2.000•
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
`7\ 777
ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCREI E SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125" ;`�,. .....Y....
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED VCEN9�:••�,'!C',���
FIGURE 4: FIGURES: IIfIIF�IGTIIUIIIRE fi�� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'
LEAST STEEL STUDS TO BE A MINIMUM GRADE HAND.SH LEX (18 GAUGE),STRUCTURAL STEEL TO BE AT t•X 2'X.125 MULLION *:•/ No.58705
LEAST.125 THICK AND A36.ALL ANCHORS INTO ME SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.#10 b#12 ANCHORS INTO WOOD MAY BE STEEL 184 S.S.OR 410 S.S.
�. 6STAT
E2 17.
mow;
�ONAL
A.L'FFN81M08EK P.E.
FL P.E.*68705
TABLE 210 _ LLLj
-- Minion Capacity Table Phalle) ^
Opening Width(for wrecely-spend ng n18ions)or Opening Hoght(for Mllzonlal7spamirq 1nAcm)
50 Go. 70 in 90 m 9D In 100 in 12o In u0i,, 10019
Rettwiq-h, T,.p'TrL1C. Rd 1,, TmprTl.rO. Re tompm T.p'dwp. Radtrw. T'W.i . R.na,qula TIWTna41. R.daryuW Tpp7rdano Rad.Vdar TmWTrIW_ Radrqula TrOTrUM R.et.n0lae Tr.p/TO O Sh a
1 a 2 a.376 L.a01no -odry L.adnO Laadlrg Loadiry LwdnO Laadi g I- cmg Laadng Lo.dp Ln.dmp L-*.9 LW&v L..ek9 Olafiv Lmd11p Latling LA.drp
Alum.Tuba _ L _ b X r �•_ r fig'_ ggg £_ �r3• p rr r_ r ; _ _ _ _ d
In
Mallon �. ggk¢¢k. yg Mg yy yy d'� Ea6� g p`y' c57S7O1E gfgpj' (S 1�Q 1g�¢�' {] ygq¢• 95� y{4�¢1' ig� �dlt fy81¢ jQ1 gq¢ j y( yf�¢j $ y pF§�' N 1
d ' 24 $ d ! 1 E 2 8 3 Zd �� 28 * d Yd 7 d DIC tZSd ✓ tE ld Id i 3d �i Z U
_ _ _ _ _ l� W
Qin 1740 5W 170.0 415 let an 170.0 414 CO.7 092 1700 ON 113.6 60 tea.5 518 1009 802 lee.6 517 got eel 1888 517 737 0@ Me.9 317 844 662 169.9 517 60.7 tam ISa.9 51'7 ,yl � �
49m 121.1 607 INA 419 IMA ON 110.2 Ho 16.9 507 100.7 403 760 307 1020 3M 67.9 507 0.6 307 604 507 99.0 700 907 507 99.0 age 414 507 19.0 300 30.0 507 960 399
N
Men 1017 159 1146 we 94.4 499 90.0 971 74.1 158 90.6 391 134.4 456 018 360 ti/.6 158 01.3 367 0110 150 000 350 43.2 456 80.0 ]a6 J7.0 159 840 DE1 321 456 900 3.56 r2 Lr d =
6/h IS.1 40D 013 334 71.2 400 10,9 321 11. cn
0 400 721 371 53.4 400 67.3 316 47.5 40D 64.0 316 427 400 82.7 314 35.6 IOD 81.6 773 30.5 100 01.0 JW 78. 400 01.6 713 m QO f-
- I
601 613 931 00.0 270 $1.9 324 67.5 270 448 324 51.2 264 369 324 450 _280 ale 311 43.0 257 31.1 3N 420 255 260 911 40.5 237 221 324 44S 253 10.S 324 40.5 2.59 F tp U
jg1
63 in Call 2gi 67.4 22 M.9 294 492 246 36.4 284 43.S 2g1 no 294 990 277 210 204 37.1 231 24.9 291 352 281 224 294 33.5 230 19.2 294 314 230 1610 294 914 230 Z
J N m 46.8 71N 40.0 720 39.0 251 424 223 114 286 371 221 20.2 109 341 218 260 206 31.15 215 13.4 240 79.5 712 10.6 ^SS ?0.0 210 167 716 27.7 10g 146 761 27.7 100 Z
U
721 36.0 725 27.0 196 30.0 216 322 191 157 715 71.4 161 223 ?35 161 166 70.0 275 215 162 160 115 ]21 160 tt0 223 70.3 177 120 125 10.6 170 113 111 10.6 170 w W y pU
719 346 202 -320 171 as � 77.2 173 21.9 202 119 170 tet 7@ 21.5 141 170 2@ 10.7 106 163 782 14.4 761 12S 7@ 16.7 190 10.9 702 16.0 75S 0.1 1@ 10.8 156 7 N Z
TSm 2l3 1@ 286 166 Wa : 242 ,@ 220 192 17.7 7@ 19.1 169 16.7 1@ 16.1 187 N.2 1@ 168 135 111 1@ 16.2 152 141 197 141 1® 0.g t@ 11.1 1601M Ito in 1L � a Q o2 m
r a 2 Z m
Mti 162 127 150 1,3 a N I" ..�
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: ^ U) c!
Anchor Capacity Table ANCHOR CAP., .�, LU X Y SC
311.tnb: 2.7k Conwata 7.5k Care, Nolbw OMIT Rule CAN PT Wwd WIN (DP)X( ULL )-ANCHOR CM.,,, ®
_......_ - MION
'me,61. 114.66Ebo 5,10•Eb. wvSSEoa 410Sled 1129bK W2 Sbd fE: V X Q O O
Anchor Clip Patt s '��Type: N15'Em Lineon I Elee IA4aem 1178'Eko Ufwean /H'Eko 1111.03
larra.an ApveG.mr Uarsm Aa9a0+1r saw(cy)Seaw IGS) Sc"(415) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E49.Db,..Inl 11 2-1/7 r 2-3417 3.110• 1• 2-Ur r 2.1x2• r 3-W Y 0O 0.54• 0.321• CAPACITY REQUIRED'CORRESPONDING TO AN d g Z�,O U) i
Fi IXWWanlM 144" 1-34• 1.3H• 144' T ,-1H• 1-114" 1.114' 1.1H• Whr /-1N• r 1-3IM 1.7IM Nd., ACTUAL PRESSURE REQUIREMENT FOR THE �_$ �O
2 ArcMn 9 i.75'A6n.O.0/Slanmld a CMI GO(Fig.1T b 390 to. 430 b a90 b leu IM 270 b 240 b 35410. 140 0. 774 064 b 914 941 lo. 442 en 550 b. OPENING,WHEN IT IS LOWER THAN THE MULLION -�
CAPACITY FROM THE TABLE OF THE SELECTED b
4 Ancnam @ 1.16•Mm.O.0 7919wrd C111.q aq fFq.27 180118 70o b WA WA N'A WA 740 b _WA NM WA WA WA 0@ I!n 6S5 b 1110 b ( )
IAnclkua D7•Mn aC/QI LSAnda 41 p.712.3) 790b Tao as 4a0b +510b 1698114 540 g4 500 b. -NTA 700b 74511.- Mm. 102 lb. a@b. easb 112ob MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED
[E 2Arogw.®0.45'A4l O.C.I UCap,111..125-AAnn.(Fig.111 WA WA WA Na NA WA WA WA NN WA Nt WA WA WA 715b CAPACITY WHICH MAY BE USED TO QUALIFY as comp with the florWa
I AnA.I F{alp(FIR.57 19566 193 b. 276 a Ns b 527101 115 b 1401. 17710. 370 b 107 b 932 b 473 b 170 b 221 b leo b ADDITIONAL ANCHOR OPTIONS FROM THE Build Ing Codi
2 Anent I.,S Nm.C.C1 F-Clip(Mg.Or 2400. 3501. WA WA WA WA Igo a4 WA NM WA WA WA 341 IW H2 b. 500 b ANCHOR CAPACITY TABLE. NOA-N o. 17.0630.01
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. E14piratlon Date 05/26/2021 I
i
By - {
Mlem uet Control
FIGURE 1: FIGURE 2: TABLE NOTES: 1
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -j LOCO• �--
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
F3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. +11111
2.000'
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RES7RICIIONS SHOWN ON SHEETS 21-23. N lel �i�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. L ��`.CA�•'��c�N'96, ,"r- 1�
ANGLE CLQ'MUST BE USED IN PAIRS. /)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SPECIFICATK)NS.HOLLOW AND GROUT-FILLED .375" Q�' ��
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREAIED =*: No.58705 *=
FIGURE 4: FIGURE 5: FIGURE 6. YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 60(33.75 AND BE A MINIMUM OF.125' ^"'r _
(� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 11)(2"X.375"MULLION ..O;/e
U� LEAST.125'THICK AND 138.ALL ANCHORS INTO METAL.SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ,• _ r....... `
o THE MATERIAL.#10 d#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. O '•, ATE Z
ONt AL 1�?
A.LYN I MILLER,P.E.
FL REA 58705
i
TABLE 3A _
MW6on Capacity Tablo(Ibs "
Opening Width ror 4erbc ally-sparttirg mwicns)or Opening Height(for roNmnbty-perang muwm)
sch eon 701. 46m 90 in 100h 120 in 140 In 1Nn
1 X 278 X RoctmpYe TnpTdnp. RaJ141'
taP'T11w1g. RectapMr Tnpinlelg. Recunp4ar 71apnXenp. Racanoae Rplfetp. ib0arl AN Tnp7TO.% Rettupula TrAFRdep. gedrgLder TspTdaq. MdeV" IlapTlan, -
.11xX75375 n loearq def L_dn'
Loadng Loaang twang Lmcbg L.W.9 lasare 1aadlq LOe2ng Lmdhg L�'9_ LoedV Le-kv Load" L."m Lmma o0Y C
Tuba
Mullion d� rigddb dII @ � � R � E -- � 2g dg dffi N d
Z
W4217 170.0 466 1700 435 1700.0 478 170.0 660 1700 506 170.0 992 170.0 filo 170.0 111d 170.0 621 170.0 1240 110.0 521 148.7 13M 170.0 521 127.5 1301 170.0 521 111.5 1301 +7410 521 2
N
4617 170.0 706 I7oD 621 170.0 660 170.0 bet 170.0 092 INA 670 170.0 1133 /17.0 NI 161.8. 1139 170.0 sn 138.8 1130 IAO Qeo 1119 1139 170.0 e4o 07.6 1130 170.0 Lao 85.4 1139 170.0 1160 y
W.00 ft 17x9 747 1700 60.1 170.0 946 170.0 631 187.a 1032 170.0 604 146.8 1032 170.0 723 130.5 1W2 170.0 747 117.4 1032 170.0 750 27.9 1072 170.0 768 8.3.9 1032 170.0 758 73.4 1022 1700 759 � N
641. 170.6 797 ITO 414 181.3 901 170.0 Sit 1382 007 164.1 730 120.9 901 14.5 720 107.5 067 MILO 714 46.8 007 141.1 710 N.6 ow Ho.0 fee 46.1 207 140.0 7W N.6 107 140.6 746 g LU M Cl)
Nn 141.1 738 fill.5 625 117.6 735 130.3 011 100.8 735 119.0 509 8111 735 1053 590 71.4 730 46.6 463 78.0 735 98.1 678 68.9 736 01.9 674 50.4 735 01.0 074 69.1 736 91.0 514 m w
$ 6369 121.6 886 13U $70 101.6 60 111.6 04 97.0 am 05.9 647 76.2 666 W.1 all 47.7 ON n-9 071 46.0 elle 79.6 !M 50.8 005 70.8 til 43.6 896 n.6 021 30.1 S46 7a.6 8.21 � to
46117 1d.0 501 1124 $22 46.3 907 46.1 bel 75.7 467 85.0 501 003 607 77.1 4W 01.11 117 71.3 446 53.0 607 87.8 481 441 467 46.4 417 37.8 607 52.7 474 33.1 WT 627 474 N Z 8.W $ V
72b 911 610 46.1 48.1 46.0 510 730 431 50.3 10 $3tl
31.0 310 57A 418 464 510 $3.3 413 408 310 W0 406 34.0 510 46.0 402 29.2 510 44.4 346 25.5 St0 H.3 3H W (n .O
761. 00.4 446 728 446 57.4 458 01.7 362 49.6 430 134 456 486 379 38,11 468 69.6 773 34,7 446 41.6 360 291 454 37.7 362 24.4 450 38.0 346 21.7 456 38.7 346 J Z
7691 041 435 A./ 311 63.6 435 36.6 317 46.9 43S 40.1 433 447 300 38.7 436 46.9 356 321 435 78.1 351 28.6 433 34.4 314 228 433 32.8 341 141 469 121 340
N I. 41.6 3D 421 210 34.4 327 38.4 246 21.9 327 26.1 327 21.3 217 232 327 25.7 271 20.0 327 23.7 246 17.4 3T 21.0 261 14.9 327 10.3 231 N1. 244 M 38.6 267 28.7 281 211.1 252 24.6 217 21A 287 231 246 161 217 20.9 310 Ira 287 19.3 237 144 217 10.1 222 a ~ C1Z �o100n 242 227 24.7 246 201 227 20.6 201 17.3 227 16,1 tag 196 XInn 213 214 22.7 194 10.6 214 19.1 101 tag 215 R W
Y y
1208.1 17.6 169 17.8. tp U X Q 3 3
TABLE 3B ANCHOR CAPACRY ADJUSTMENT FORMULA Q O O
Z
An hof Capacity Table s > d m0
ANCHOR CAP..,,,,,.,,, a .
2.h(11188.14 3.51 Cara. iblbe QN F0p 01411 PT Nbod MMM (DP,„)X( ).ANCHOR CAP.,„ O - a'
Y18'Elco 11r BS Eta 3118"Eko 1/r SS fdco 810 SaM Y12 SIeN 012 Sled MULLION CAP.,_' U e-2 Z'
.6178.6w ry v1r Ebo 114econ v1'Em 1488:8.17 NIS"Ebo 1Atrmw w'Eke 141198.88.17 K1s1.018171107)so"IG57 USE THIS FORMULA TO OBTAIN THE-ANCHOR C
Anchor Clip Patterns I^�2n ^oa"c"p1 1i"pOOn ^ Mo' �`•' PRODUCT REVISED
Gaga Da1e1C4(nk f• 214 t• 2.18.• 3416' t' 2-ur 1• 2.1ir r }1/r r 0.46• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN as comp)Ying with the Florida
a.m4wre6 hk 1-3W 1-314' t-vr 1JN• r 1-1r 1-w 1.11w t-lw 1.1/4• t-146• r 1,vr 1146' rka ACTUAL PRESSURE REQUIREMENT FOR THE Building Code
2 Amhae 04.75'Mh O.C./Sanded 4r0bol Ckp(Fig.0 390 IN 3001. 43069 6NIo4 184468. 2701b4 2801W 334 VA 1 14069 374 be 654 Ws 94669 341 bs 442108 56o b4 OPENING,WHEN R IS LOWER THAN THEMULL.ION NOA-No. 17-0630.01
4A.0178.801.15-M1n0.QISMWeac>04e0cop(FVLri 4W lbs 7`00 me WA WA WA WA 3W IN WA I WA WA NA NIA eaten ns ba tt106X CAPACITY(FROM THETABLE)OFTHE SELECTED
4 A4elara g S'Mn O-C/R)as A11pa 4'S1./(Fig,37 746 9. tin 9. 8.8068. tS00 u8. +8418 m 540 w Seo 1.s WA Tao w 748 8.r eeo 1w fere 16. eez w ms I8. 1120 m MULLION.IT WILL YIELD A MINIMUM ANCHOR Expiration Date 05/26/2021
2 Arnllws 6 0.43'1.017 O.C.I U47p 4do.12T ANn.(Fp.4k WA WA WA WA WA WA WA WA WA WA NA WA WA WA 715 a. CAPACITY WHICH MAY BE USED TO QUALIFY B7
1 ArnM/F:.6p(Fb 51: 1DS69 135169 2251. 446 b4 BE"N
135 bs 1461. 1776. 3701. 1671. 37215. 47346 170 bs 221 los 280 Its ADDITIONAL ANCHOR OPTIONS FROM THE Miam a 747 uCt ontro
7 AroMs 1.16"Yet D.CI F[2p ffb ek 24069 330 b WA WA WA WA 100 Ya WA WA WA NN WA Ni ba 4621. SIMbs- ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C-D CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: • FIGURE 2: • TABLE NOTES: r
1.1700'
T-0
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
111111//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 11 Y LY
FIGURE 3: \: ON......!'!N,y��
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.700' �tCEN,pF (�
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. No.58705
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. - :/-:,•�A-
YELLOW
*_
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
FIGURE 4: FIGURES: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED 370' A 6 SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A M9JIMUM OF.126" ,n•. S4�/
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.SHA THICK N GAUGE).STRUCTURAL STEEL TO BE AT ' CC ''•'P7 OR1DA-.••G�?\�
Ill' I'll - I LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT(EAST 9 SCREW THREADS BEYOND 1•X 2.75 X.375'MULLION ��SSS N
THE MATERIAL.410 8 412 ANCHORS INTO WOOD MAY BE STEEL,16-8 S.S.OR 410 S.S. // ANAL
A.mW Iv VER,P.E.
FL P.E.#50705
TABLE 4A --- - �
-- - ----- -- -- - ----- n
leulkon Capacity Table IbsAlx
Oponing Width(far wrUcaay-sparNiltO m0hem)or Oponing Height(for noroxtWsparvlirg mWiors) fi
50 in 00 1. 70 in 40 N 90N 100 w 1201. 140 in 1601.
1 a 2.761 ReebpM6 Trep'Tdslp. 17ocfarpAa TrapfTnOnO Rm1s1Pd+ TaeR11.n0, frnctogde TapfTd.no R10-90u TIWTO-V. R-Wvhr Tnp'Tdarn R.Wiprtr Tnp/Ttlap. Reclapder T�Aeg R.rtenOWr T"PIT'". .~a..
Lo.d1LOednp Losd+O Loodkp Loednp Loadrlp Ladag
.660 Alulmdnp L.adnO Loednp LoadnO latrp foedrq Lodnp LoedtO Laedp Los6rp Lodny EZ
m. £ _.- _
rub. _■ gr p$@ C_ g gq �31_a g _e S _ F F gg zy p k_ r g p_ Sr V■a R_ _ 90. $Y�■_ �tj f_ yp_p r p_ g a
Mullion 3 Um Z E iz 4Y P E B @ ge if it E. ?a C 7R K YE 1! 0. Pa h P Yg N LL
57
s sg ag $ U 1 §.2 J .1A $g Z a°
d` 70 7c dVa 8 i a <c � f s z a � LL1
42k 170.0 620 17D.0 475 +70.0 714 1740 476 170.0 eee 170D •506 170.0 912 110.0 $ig 1ra0 1110 170.0 521 170.0 1240 170.0 !11 066 1440 170.0 S21 136.7 +ego 170.0 521 178.1 t6L7 170.0 521 ✓+ J =
40% 1704 Toe 17x0 624 170.0 CLO 17x0 564 170.0 002 170.0 630 770.0 7133 170.0 061 170.0 IM 17MO 677 170A 1417 170.0 83D 141.7 1417 170.0 660 121.5 1417 1704 SW 1063 1417 170.0 S O Tn
=3 in »0.e 747 170.0 553 170.3 M 170.0 631 170.0 1040 1700 664 +70.0 1105 1700 723 16x6 tree Imo 747 146,3 1204 1740 756 121.9 1266 170.D 756 104.5 1254 170.0 736 91.4 1206 17xO Tse � W O
6410 170.0 711 17110 612 170.0 IM 170.0 M 170.0 1110. 17a0 754 150.7 1130 IMO em 133.9 1130 +7U.0 037 120.0 1130 17CO 056 10115 1130 170.0 6e1 06.1 1130 170.0 eel 763 JIM 170.0 061 z m 0 fn
i{ � m LU
00N 1704 106 170.0 701 10.5 SO 102.3 701 125.5 915 1415 746 100.0 91S 1323 T33 97.6 016 t23.0 728 674 016 1165 720 713 IIS 114.4 715 62.0 915 114.4 715 "a 016 114.4 715 Z
a7In 151A RO 161.9 710 t21.5 SM 138.9 ON 105.3 IV 1232 001 04.0 070 1122 670 IIA 410 104.6 BR 75.0 970 W4 856 613 W 94.3 649 712 330 64.1 400 474 IS 94.1 660 Z W m S
MN 117.1 767 140.0 660 110.0 7A 119.6 WB 04.3 757 1060 a24 S25 767 00.1 611 714 757 40.1 eye 85.0 757 S42 000 SSA 757 79.0 SO 472 707 75.2 0.01 41.3 757 782 531 tyo ? CL 3g SV
J 72 in 101.7 IN 100.0 SS2 40.6 SM 91.0 540 72.7 638 80.1 530 63.6 ON 722 $21 55.3 836 06.5 614 50.5 SM 823 500 42.4 076 $72 SM 36.7 ON 55.3 407 31.8 636 552 407 W J p Z
3 70N aO.S 671 00.4 191 721 571 78.8 408 0. 571 07.4 470 54.1 Al 00.0 471 48.0 S71 55.5 484 43.2 571 51.8 450 760 STI 47.0 45t 30.0 571 41.4 M 27.0 571 446 400 y j i3^ n
2 7101 80.0 S{2 NA 474 667 50 704 465 51.1 612 62.1 458 50.0 SD S6.7 409 44.1 042 51.0 442 40.0 SQ 473 437 313 50 42.9 429 25.0 542 40.8 425 2LO 54 40.1 423 Q Q
00 N 52.1 407 03.7 781 43.4 407 464 355 312 407 70.6 349 325 4W 36.3 317 19 407 321 333 26.0 407 29A 334 211 407 29.1 327 18.6 407 24.1 IM 10.3 407 23.0 310 f sL 1� Z N
~ X � `S
06b 424 3N 40.1 720 75.0 330 372 314 30.7 731 324 300 2Qe 3S6 10 30. 27.5 730 25.1 300 21.6 350 24.0 290 17.0 356 21.0 289 13.3 356 1v2 281 a N �..
10011 30.1 11 30.8 257 211 20. 19 251 21.5 293 125 247 I&S 237 104 244 it? 203 16.0 210 161 X3 IdS 231 � W
111 N 274 267 20.7 214 211 N7 2tS 278 19.0 257 200 235 17.3 257 10.3 231 16.4 267 16.3 2211 O 4V
U)
1211. 720 225 Tia 209 163. 239 +6.3 203 11.7 710 tat ELL
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: '� 111-Q;dj�:7z y to
An or Table y� 2 '' ��
3.6leate: 2.7k Co r.s 7.7k Cara. AA-cmu FII00 CAa1 T VftW Mdd (OP-)X(ANCHOR CAP'^°""'>.ANCHOR CAP. 0."S - .Q'
L10•Ek. t/4'88 fibo 9tl'Eko W'SS Eka 110314-1 H2 31101 112 51" MULLION CI1P.,,,,,,e,
Andwrype: L1e'FkoUhn-n iN•MOO Umwan 3+1 000Uar-n 1/4'Ekeplea.. PRODUCT REVISED
Anchor C Up Pa0em3 Mr.. Awn•oAW lemon AO0n0anr sowe(05)Brow 1051 eemw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
_ Edp Door.M% r 2-12• 1. 2.1? 3-VV +• _2-112• 1. 24rr r }fro- 1 r 0.48- D.x 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida
EmMa.atM idrl' +-314- f-314' 1Jx' T +-vr 0.•W' 1.114• t-iN' t-IM falx 7 t-3/4' +-3Ifi 111.0. ACTUAL PRESSURE REQUIREMENT FOR THE Bulldfng Code
x Ancnon 4,75-Ma o.c.lsl.rdaa or 0..w 0p171D.+>: d 3x 450h 093G 10440. 2ro 1b. 2e01a 754q 74037. 3r4a 604140 Ore Ox 341x1. 442 ib. 560a OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01
4 Amgen 0 1.19'Mer.o.e.lstetdaa(o�OYw)Clp(Fi0 2k 48C is 7003. WA WA WA WA 3901ta WA WA WA 1W WA 6021h. M CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05126/2021
ATMN O.a!(72x6Ar010QpeIflip_7$ tea ee 70045 66000 1580 W0. 1000 Ws 640 a. 610 U0. wA 780p 710Oa eeDq 1097Ib 082 lb. _ MUWON.IT WILL YIFI.IJAMWIMUM ANCHOR
2 Are.on 0.{51 W.0G I U47A Mo.125 Alan.(Ra.4): WA WA WA WA WA WA WA WA WA WA WA WA WA CAPACITY WHICH MAYBE USED TO QUALIFYr -CIOIFlO St 165b 10510. x250. 440b e2Za 1356. 1401be INIft 370 Os 16/p =W 473 be 170115 ADDITIONAL ANCHOR OPTIONS FROM THE Miam a r ue Control
2 Andras 1.15•Nh 0 Cr FLIP IRO.ek x400 b 330 Oa IaA WA WA WA 100Ib. WA WA WA IYA wA 34+oxi ANCHOR CAPACITY TABLE
NOTE FOR THE OFFSET CUP,USE:THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CI.IP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET24.
FIGURE 1: FIGURE 2: TABLE NOTES: I..-
-� 1.000"
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING
SEE SHEETS 2-4 FOR GENERAL INSTALLATION ME THOOS.
111111111/l
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \X11 •. Y1 N r�
i
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' �ICENSF F/,
�1
- I
FIGURES St SUGGESTED,APPROXIMATE HOLE LOCATIONS.
RESTRICTIONS SHOWN ON SHEETS 21-23. Q',•'• •.tom
�J `J *..� No.58705 -_
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-Fit,ED "
/ *_
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �T
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606375 AND BE A MINIMUM OF.125• J
�r71��I THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT F ATE O •�
® l� LEAST.125'THICK AND 436 ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X 650'MULLION %CC53 •• 1ORtOP,•''G\2:\
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 410 S.S. "",,'ONAL EN
77j1 II Il\1
A.LYtf15 MILLER,P.E.
FL P.E.#58705
TABLE SA
Mullion Capacity Table 0 � ;
Opening Width Iter verOralyi snr*B mLAS n)or OPenb S ({m mlione) C � YYYE
sok Soh in 00 in min 1001. 120'0 1401. 160 e.
R.%.p4a TapIllov. t2eat VA. "t•pT00na R..Iary76 Try/Tdty. Rectenp4r 7ryJfd.np, Tr Will . IkoWpWn Tiapk r4l. Rectwor TropTimp RwwVU.r L.p?4.n9. 11Mmry7Av TgJfrLnry. Y �
1.X 3.125-X Lw1-9 Lord.g L.&g Loadna Lwdnp L..*v _ Londkv L..dnO L-ft lordn0 Loadna Lwdhp LoadTq Loma L-fixl Loadn9_ L-d" Leldna e Y L
3W Alum '. p a g r r a r g zr g r r r x z r z r r ^ z r z a
Tube Mull gyp° a Mpg Q e 4 a 9 � I 0. �� a 1a� �A � a
U� oil
E5 u 0
3 � Ug U U gr`h
� 8 U �� U� U� �� � 904 o � � a U^ sig Z �1I�TyW~77�
42in 176.9 620 17QO 416 170.0 744 170.0 470 1ra0 066 170.0_ /70.0 002 170.0 519 1A.D 1116 170.0 sr 170.0 1240 170.0 S21 170.0 1411 170.0 921 1700 /r75 670.0 521- 154.4 iW 170.0 621 O -
1n
48h 17410 706 17410 024 170.0 050 170.0 601 170.0 981 1700 630 170.0 1133 110,0 601 1700 1275 17410 Sn 170.0 1417 170.1 960 167.7 1577 170.0 S00 135.1 1577 Ino No 116.2 Wn 170.0 880 N �_
mA25h 170.0 747 170.0 641 IA.O 1141 170.0 631 170.0 few 170.0 4104 170.0 1196 170.0 723 17410 1345 Imo 741 ira0 1494 170.0 756 141.7 ux 1ra0 776 121.5 1495 170.0 755 160.3 1495 170.0 756 2 LL
W O
64 in 170.0 797 1700 6V 170.0 ISS Imo 891 170.0 1116 17410 754 170.0 1275 170.0 903 160.1 1A01 1100 937 149.5 1401 170.0 650 1x.1 6401 170.o set 10SA 1401 170.0 661 W.1 1401 17410 eel K CO W
eo in nae a 170.0 701 170.0 1011 170.0 707 151.6 1156 170.0 679 138.7 1156 1570 On 123.3 11$6 156.3 617 111.0 1161 419.7 1170 92.5 1156 144.5 903 70.3 1166 144.5 903 GOA 1156 144.6 6703 � F- m 0
{ 07h 170.0 970 1ro.0 746 1591 few nae 050 137.0 64110 1615 em 119.1 1049 141.7 416 fobs 1049 1320 636 95.6 1049 125.5 us 79.9 ww 116.5 020 M.3 1069 116.9 019 6419 1010 110.0 019 � Z
b Mb teat 966 170.0 709 119.0 "056 101.3 604 119.1 655 017 716 106.2 966 121.4 7711 02.0 90.5 1126 705 83A 956 100.4 757 BOA 99 99.6 749 80.6 955 1417 746 521 955 96.7 740 z Z W Y T •.0
72in 1266 Sm 1742 697 007.0 1W 114.9 en 61.1 107 wt.1 070 80.3 eo3 91.2 07D 7t.4 am a" 619 149 On me M2 53.5 em 721 632 43J am ase an 401 M 89.7 627 e � -Z
70 in 101.2 721 114.1 Mi 01.0 721 070 018 7410 7I1 05.1 606 86.1 721 7705 Q9s 60.7 721 70.1 510 54,6 721 413.4 679 1570 T2t 5870 Sb9 79.0 721 Sae 5170 xl rn 56,1 561 ? Q .J.I '-• n
A h 1011 SH t06.4 SM 04.2 084 09.4 587 722 161 7414 570 67.1 641 70A 667 56.1 684 64.4 SM 50.5 614 69.8 551 421 bbl 54.1 541 00.1 014t311�6 31.6 694 50.6 534 Z F-
11121
- Q
ph 65.6 514 67.0 436 54.8 014 07.3 446 47.0 614 Sao 440 41.1 514 44.0 433 VIA 514 403 427 329 614 37.3 421 27A 614 33.0 412 235 j514 2aS 514 29.0 40396 h 61.2 451 55.7 441 453 482 47,0 304 36.7 4S2 10.9 310 33.0 462 304 341 30.1 452 329 375 27.1 462 3413 773 2270 452 29A 316 19.4 10.9 452 22.0 355 a In N1060 381 357 3170 777 17.7 157 37.7 117 373 370 28.4 312 2700 3S7 762 306 21.1 367 22.7 703 1700 367 20.1 296 161 367 10.0 293 1370 1170 357 15.11 201 o WN111 h 35.1 376 75,6 341 203 771 30.1 701 20.0 176 26.1 290 1170 711 711 292 10.6 311 70.0 761 17.6 310 Iso 264 14.6 739 16.5 M 125 11.0 336 131 2M 0 � Ivj � �
120 In 27.7 20 282 M 211 2IS 27.7 269 19.1 2w 205 2541 17.3 ISO fat 232 ISA 260 1070 210 13.11 2116 15.9 246 11.5 2w 12.0 240 0.9 290 11.4 270 417 289 1070 z32 Q x Q O O
.- Z
TABLE SB MehorCa d 141011 ANCHOR CAPACITY ADJUSTMENT FORMULA: a ofOgq
O. of to
S1aXIr41G 274 0=0a 3 S 42mc. HdOw u FaeOCMU PT W000 Mad (DP)X MULLION CAP.,e,,,,,�`ANCHOR CAP.- $ C���
Env Bro *was Exo vir Eko 414'S6 Eiro vio Sred 0121- 012 Slcd
Anchor Clip Pattem6 AncM Noe yt6•Bco Ullrim vt'Ete9Ulween 110K. 316*Elco Wien IM E..U.-on A��r U9ann AOpnOao Scm.SICd)Srrew(GS" Snar(os) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED
EdW Clslare00nl 1• 24/7 1• 2.vr 11Ar t• 2-L7 1• 2.1/7 2 31141 21 0 49- D.br 0.324• CAPACITY REQUIRED-CORRESPONDING TO AN as complying with the Florida
EMIWM i n VV0 IdrB 14x4• I.W. 2- 1-1/41 1-ve 1-114' I-we 1.170• 11141 2 1-111' 1-W Wet ACTUAL PRESSURE REQUIREMENT FOR THE Building Code
2 AI%hM Q 4.75 ran G.0/status-W 015411 cup WO 17 300 tos 30D is 4:0 DS 6m In 1641 66 270 b be 354111 74oft 374 W 60 to wa 1. 34111. 442 m1- --M-a. OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01
4 Amt"3C 1.W Nh O.0 IStamd.1d 0 MW)CirP 099$ 400 b. 70D ba NIA WA N/A NM 30016 WA WA NIA WA ILA 63201 W5 in_ 112.1., CAPACITY(FROM THE TABLE)OF THE SELLCTED Expiration Date 05/26/2021
4MclengSMh O.C/(21215Arbb0010.43j 78000 70D an 6m D. 15M 11 INS 541 b% SSD b. NIA 7600. 749 b1 16196 1892w 8121.41 &WIts 112006 MULLION.IT WILL YIELDA MINIMUM ANCHOR _
3AmhOn(m 0.45'Mh.0.01 UCSp,hm 125'A1.n4S NIA WA N/A WA INA N/A WA N/A ILIA N/A WA NU WA WA 10701. CAPACITY WHICH MAY BE USED TO QUALIFY BY�/ /
I AMWr/FCV 019 41 1951.5 195 as 2751. 465. B221-q 4M 1.1 1401. 177 b. 770Io/ 1671.1 31201 4731. 17001 2211.5 2Bo la ADDITIONAL ANCHOR OPI IONS FROM THE MIamTT-0O s Product o0.,
2 AIK7an 1.i r Nrl 0.C1 F 240 of XD be N/A WA N/A WA 160 00 14170 WA /7770 WA WA W IN 4411. 560 ea ANCHOR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
1-1.000•-4
FIGURE
rr11_ 1: -----�1' FIGURE 2: TABLE NOTES:
7)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
___JJJI • � SEE SHEETS 2 4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURF.3, 5.125' \\\\ Y LYIy
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 EDIMENSIONALIONS,RESTRICTIONS SHOWN ON SHEET521.23 •,
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. t ":•
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACL 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 'Sw •/,� *S
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SI tALL BE PRESSURE-TREATED (/(
fIGUR[4 FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BEIIC63�T8 AND BEA MINIMUM OF.126' •' �• ��
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(15 GAUGE).STRUCTURAL STEEL TO BEAT VX 3.126'X.S'MULLION
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1-'VF MULLION) ••,jPLORIDA,r'•'��'\��
I I THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. �jsS�O•q��NG\\\
IIILLL llLL11LL��JJ A�,�Lh►!M119ijt►F��P.E.
FL P.E.16L706
TABLE 6A
MuWon Capacity Table(IbeRls)
Opening Width(tor wr ica!y-spa ng r tfilcns)or Opening Height(for hoAmrlely-sperallrV miliorn) d
600 WIN 70M sola 90. 100 F1 120 Y1 1401. Ifow s
Ralsptltr TrnP/Trirq Ree!rq,4.r Twp7T.mg. R4arar1g14.r Tnpnh.q. lhaan011u ll pTdwra R.. g.1 Tnp?daq. Raemna4x TrapR Q RecblpEx TrgYT.mp. R-U.VA. Ta•1Td.ng. Fiact.r,g.4v Tnylllani. S
1 x4x.126 L.".9 L-wall L.xl1g Louang Loaft Loaft Lo.** 11 LNdng Lo.&V L.&V L�.dtp Lowing Loada9 La11drlp La.dng La.6.9 Lodg cY C. W
AW1n.Tuba ^. _ `. $$$$ 44 3� s_ _ 3 $$ .Fa_ F g_ V�
Mullion ,SPS N
o � W
121" 17111 020 ULD 475 170.0 7M 170.0 478 170.0 601 176.0 606 110.0 9f1 170.0 511 1780 1118 1100 521 170.0 1240 Imo 621 1700 146 170.0 321 14S! 146 170.0 621 127.6 146 170.0 621 g� J =
y
Nh 17e.0 TN Imo 524 170.0 1150 Imo 661 170.0 M92 17x0 630 170.0 117,1 170.0 081 170.0 1275 17110 677 156.3 13M 1700 4Y0 1301 1303 370.0 eN 111.7 1707 170.0 680 97.7 1303 170.0 1180 � j 4/1
N.a76b 170.0 747 170.0 503 170.0 a06 1700 831 170.0 1046 1710 W 170.0 1105 170.0 7D 108.1 1235 170.0 747 14113 1&% Imo Tae 117.1 1236 170.0 758 100.4 1235 170.0 758 04.1 1236 170.0 756 � F-
ah 170.0 761 17110 042 170.0 Mao 1700 601 170.0 1118 170.0 720 1x.4 1160 /Tall 1103 1372 1158 170.0 977 223.5 151 1 0.0 056 102.0 1168 170.0 Nt 63 11541 170.0 1101 17.2 TIN 170.0 1161 W
a m g w
40M 170,0 687 170.0 rot 10.7 1042 Imo 717 142.9 103 161.1 1132 1251 1042 1497 615 1111 10Q 136.6 61 100.0 1x2 130.2 711 63.4 1042 12s.1 7a2 71.5 %42 f25.I 702 sts 1sc 1211 7112 CD 0�
63 In 1700930 1700 746 151.2 012 183.6 11e 12ES M7 144A 704 117.4 Mat 131.0 M 100.8 092 121.4 704 90.7 02 114.4 760 75.6 032 100.4 745 84.4 9R 170.0 744 '887 912 208.0 71{ Ll � gZ
Mh 1116.4 M 1700 76 137.4 047 140.0 76 110.1 047 1]0.7 766 103.4 917 117.7 752 91.6 047 100.7 7311 627 M 1022 727 6e.9 047 56.1 713 04.1 047 NA 711 51.7 M 04.0 711 rrrZ Z
72h 1311.1 4140 1427 177 1172 040 121.6 722 6.0 W 181.9 700 04.9 W W4 ON 156 Na 04.7 aN 67.9 649 82.7 575 04.8 819 75.7 6611 40.5 049 725 852 426 04 72.4 051 1u 0,W 0
U
At.- 116.4 M 1257 604 96.3 702 102.6 041 016 7C 00.0 640 722 712 NJ SM I2 762 741 ®0 57.8 702 802 613 4111 761 02.6 042 413 761 04.0 697 30.1 741 5114 590 a � 0) Z
J
N 761. 106.4 721 111.4 834 6A 724 N.4 021 70.3 714 810 000 B6A 721 74A 56 N.{ 724 80.1 591 634 721 03A 047 NA 7M 67.7 473 762 704 N-3 667 77.4 721 636 604 J .-
001. 691 647 71A 463 04.0 613 6117 /71 40.1 647 Qf 404 43.6 613 t7.t 404 36A 604 13.6 432 NA 613 39J 046 250 6q 31.0 436 24.0 847 321 430 21.7 613 70.7 426 0 Q`
Min 67.3 476 55J 427 47.0 478 49.7 419 40.9 4T U2 412 316 476 36.5 404 31.4 478 x.4 400 287 /73 32.0 304 230 478 28.1 NO 20J 476 25.8 380 17.9 478 21.2 376 a h N 080
1qh 40.3 377 41.1 041 336 377 348 375 26.6 377 30A 330 252 317 26.6 Sri 224 371 24.0 721 20.1 371 22.0 317 10.0 377 10.0 310 44A 771 17.1 301 y '•-
11th 37.1 704 AA 723 30.9 M7 31#A3 76.0 351 1/J 717 23.2 767 24.1 309 20J 367 12.0 707 185 767 20.1 701 f6A 3q 17.4 ?a '"12Dh 207 706 70.6 279 24A 704 7421.0 304 21.7 210 153 7011 192 187 10.3 709 171 204 F v X
184Y 17.6 712 172 104 Q d Z 7004
1 wl
TABLE OB ANCHOR CAPACITY ADJUSTMENT FORMULA: _� C
01�01
AnohorG TabM ANCHOR CAP.,,,,,,,, ��
subdncnc 2.7k Oa•ra1. 3.6L Caro. Hofs cul Filled CMU FT Wood Maar (OP,,,)X( >=ANCHOR CAP.,,,,
5116^Elco Ir4'B9EbaSne•Emo 114•asElra aleGtaa na6twl 112 Said MULLIONCAP.,,�,,,•, PRODUCT REVISED
Anchor 3118'ELM Uhaeon f u•Eke Ubncon 310'FJoa ub•.a W Ebo UY•am
Anchor Cllp Pa6•m6 uaae.n AgN.Gdx Walwn AMM"or 111.6.(G5)Saw.(03) 5a.•(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR as camplyiny with the Florida
Edp DId1r6.d17 1' 1111' r 1170 3•tlr t' 1v2' 1• 2-Ur r 3-IW _ 2• 0.48' Sx• g.sw CAPACITY REQUIRED•CORRESPONDING TO AN Building Cod•
Enlhedmw0.7 tars' t•a14• 1.31• 1-714• r 1-vr 1-W t•w• 1-tr/• t•v4^ 1•u4• 7 taM• faro• vats ACTUAL PRESSURE REQUIREMENT FOR THE NCA-No. 17-0630.01
2 Amcf mO4.74'Mh.O.C.19M1d.rdar OlS.t C.p ft.1627 390 be 39D W. IN4 09D0. 18441. lob Ma 30411 71064 771b 0,N g0, 9160 311b a• 6661. OPENING,WHEN LOWER THAN THE MULLION Expiration Date 05/26/2021
1 Archon 62.27 Min.O.C.1 Stavad(or OIs.)Op IH9.3k 700b no b4 100f 1410M 9521. WA mcb. WA we It. W emu WA 0429. Nab. 1120a CAPACITY(FROM THE TABLE)OF THE SELECTED
eAroha.®1.15Mb.O.C.Istsload(or Ob.t)Clp A.Ik 080-to 14000111 WA WA MA WA 700b WA WA WA WA WA 13836. 1710p 72036. MULLION.FT MALL YIELD A MINIMUM ANCHOR BY-_�
4 Auncre 63'Ian.OC.1(2)W Angb 6144 I(Flp.5L roe In 150 It. 68004 Ismb late a. 540" 200 24 WA 7w as 748 lb. M6lbs 162 b. 042 IN Ma. 1120 ft I CAPACITY WHICH MAY BE USED TO QUALIFY Miamr-D� • roeuct ontrol
6 Anchor•6 Y Wn.O C./0)2.5 A%W(3ba/(Fig_67 117010. 1170 W. 1020 Is 2340 b 2644 b. 110 p 640 0,r WA 114010. 1122 1. 1320 b. 2636 b. 1022 6. /3D b I 0380 a* I ADDITIONAL ANCHOR OPTIONS FROM THE
4 Ana6as®0.45 Mb.0 C,1 UC*,a1..*V AL...IN.71 WA WAWA WA WA WA WA WA WA WA rYA WA WA 1111 11]09. ANCHOR CAPACITY TABLE
2 Anot.o 6 22P MIM.O.C./FCIp lFb.es 300 a. 7601b 190 as 7D5 611 /)0 b WA 260 6. WA NS b. WA 4/0 p. WA 341 Es M2 b 560 b
4 Anaha11 0 I.W Mh.O.CJ F .% 480 b. I 700101 I WA WA I WA I WA I 3W W. I WA I WA WA WA WA 042 b. 1 804 In 1 1120 b.
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -j 1.000- (•-
1
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE
• • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
LY
• • • • • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .r,'Z`,.•'`I�EN M/
SF
- 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4'000
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL.RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW _* r No.58705
FIGURE S. FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS.
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %•P.'•. b /Z-
I.-A
• • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM Gg(l.WOOD SHALL RE PRESSURE-TREATED YELLOW -.125 SATE F
• • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF.125•THICK.STEEL i F '•.RC0171D0`.• ��:
STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK t ' �s ""'• G��
ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 6 I �S�ONAL'N"
q12 ANCHORS INTO WOOD MAY BE STEEL,18-8 5.5.OR 410 S.S. 1'X 4•X J25' A.LSMNI MILLEtk,P.E.
MULLION FL P.E.11 58705
TABLE 7A _
N
- - - - NulEon Capacity Table Ib302
Opening Width(,or verocely sparnirg Mul orm)or Openhy Height(for Ivnzo Italy-spanning mUNoro) d
50 in �I 60 in TO H OD'm OO N IOO In 170117 145 e, 160 h
R-Invea byrtMnp. 1 *inpAu Tl.prrn�.19. RecennOrlur TI prri , R t md. TnpRNanO. Ft d nV r T aMnarp. RW.nOLr Trspirlap. R, 7nvus Traprfd 0 Rectav A Tnprfwa Rem ngwff Trwrl" O.
1 x 4 x.376 L-ft Loadnp Lwdep L"dnp Loed,n0 La.drq Load.q L..d.9 Laadnp Loading L-1,9 Laadrg LoadN I.-IngL-MV L.01.9 L04dnp L dn11 0,a!
Alum.Tu
... Z;F r LU
� � a
4217 ITo.O 9m 17o.o 435 F7o.o 744 170.0 476 $no 666 1710 506 170.0 ase 170.0 519 I?oo 1716 17o.o 521 170.0 1x10 nao sz1 170.0 1485 170.0 621 170.0 +176 770.0 101 170.0 19x3 170.0 521 ot _ N
43 9r 170.0 706 170.0 524 170.0 1150 1711.0 551 170.0 982 1731 930 170.0 1133 170.0 Got 1700 1776 170.0 617 170.0 1417 170.6 00 1700 1700 170.0 661 MA ton 170.0 00 151.5 2074 170.0 660 of � � W
N
40425 1. 170.0 717 110.0 617 170.0 696 110.0 631 1+70.0 1046 1710 BN 170.0 1195 171.0 723 170.0 13451 170.0 751 1 171.0 14941 170.0 1 765 170.0 1707 170.0 766 165-0 1916 170-0 756 138.6 1919 170-0 756
Nin 170.0 797 170.0 612 170.0 966 110.0 691 170.0 ilia 1750 7N 170.0 1275 170.0 103 /700 1434 170.0 837 170.0 IW4 170.6 08 150,9 17N 170.0 661 137,1 1799 170.0 161 120.0 170 170.0 861 � UJ O (n
a m n w
60m 170.0 .0 Ion 110.0 797 170.0 1240 1700 878 170.0 1417 170.0 144 170.6 1584 170.0 0% 155.5 1619 000 to= 1215 1419 nao 1063 111.0 1619 +711A 1013 972 1610 1704 1017 (D Ur
93 in 170.0 .0 1111 170.0 850 170.0 1302 1790 810 170.0 1461 TWO 1016 106.7 15U 170.0 1076 141.0 1612 170.1 1122 117.5 t642 166.6 1151 100.7 1642 167.9 1157 Set Is" 147.9 1167 $ Z
681n 170.60 ftp nao 103 170.0 1364 1700 1002 1611-0 1472 170.0 100 UZA 1472 160-0 1116 128.5 1472 169.1 1130 107.1 1472 147A 1101 91A 1472 145.0 1104 80.3 1472 146.0 110 ? Z (1z m
RM 170.00 1275 170.0 ION 151.8 1320 1613 +117 1310 1370 145./ 1012 117.1 IIIO +370 1016 161-0 1320 1611 1019 NA 1361 117-0 1071 76.4 1320 1126 1013 660 1370 1126 1012 W R $p{ �O
TON 170.06 /151 151.4 1073 121.2 IiN 130.9 991 1122 1151 125.7 978 45.7 110 116.3 961 51.11 1151 101.5 152 710 INN 97.9 936 61.1 1151 17.1 977 66.1 1151 923 ab N j (a 6 Z
S 7a In 166.1 1121 147.0 865 116.6 1124 =A 947 1038 1 t2 115.6 9.11 12.3 1124 105.5 916 17.0 1124 96.5 NO 81.2 1121 69.0 890 512 1124 K3 451 61.9 1124 532 87a o
toinIOa.1 1 144 04.3 1. 77.2 951 nl 724 17.9 444 A.3 712 07.1 851 68.5 702 54.0 644 61.4 03 45.0 aN 54.2 976 34.6 951 50.0 110 13.8 661 47.7 662 11Z-- Q Z N
96 in as 1 9131463 742 772 652 636 742 673 641 55.7 742 6111 931 49.5 512 64.1 672 51.6 743 490 614 37.1 742 43.6 807 31.6 742 311/ 100 270 742 37.5 584
iN in 626 1 661 ISe 611 61.7 661 40 613 30.1 516 41.4 561 U 1 5" 37.3 498 31.3 361 342 412 21.1 651 29.6 481 22.3 661 29.6 472 11.6 646 24.7 40 r? O
111 M 67A 0 165 51.6 495 412 555 423 417 38.0 555 Wit 480 32.0 866 312 173 261 066 11.6 167 2AA 666 77.1 467 700 666 11.3 KO •18.0 666 ??.4 612 r � X
161 61 16.11 to
0 178 78.0 111 321 416 331 120 26.5 475 290 414 25.3 R6 26.8 400 228 475 24.8 101 110 416 21.1 598 16.3 176 117 387 11.3 475 17.2 381 4) x
114117 26.4 770 221 701 16.9 330 In 291 14.6 330 17.0 217 (7 Q X Q O O
TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: Z m�
An horG Table ANCHOR CAP. , O -3 e�
B41G9.1.: 2.7k Gb1.iN4 3.511 Coro. cmu Filled CMU PT Woos ki" (DP)X( )=ANCHOR CAP.,,,,
4/tr Eko 1Ira5Ena Olif E1.0 1H'66Eko 6tosleN 9126td 012 SIM MULLION CAP.,,,,,,,,, PRODUCT REVISED
ArcAMTyp9 snr EbOt3aeaen IM Eb Iltnom Lir Fkot6Vacon 1/4'El..Ultraem
Anchor CII Patteme 161eem Appa(3ad UPratan A/pre0lkr Dc.w 100 Screw((75) Bun 1051 USE THIS FORMULA TO OBTAIN THE"ANCHOR as com 1yIngg with the Florida
P E304 DdW 6.j 1• 2.1? 1• 2-t? 11-04 r ;.me r 2-1rr r 3-tlr r 0.40• o54- 0.3111• CAPACITY REQUIRED"CORRESPONDING TO AN Building Goda
Em.en.4 011) 1451• 1.YT 1451• 14.• r 1-14• 1.14• 1-14- 414• 1.141 IAA r 1471• 111/6' w.a ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2AWtan®4.75'a9n.O.C.7 StuWand a 0611 Clp(Fq.142) 30D IDa 3DO be 4804 N08a MNW 2Nb 28D IM 154 Ds 7401. 374151 851 as 9"Ca 3418» 44210s No 6$ OPENING,WHEN IT IS LOWER THAN THE MULLION r-piratlon Date 0 512 6/2 021
4Ah-B 2.25•W.0.c./sw4m la o14e)Glp 04 3r Too ea Too m4 38G 0■ 1410 64 9621. NIA 560160 WA 030 w. WA wk. WA 662 E. No lb. 1120 b CAPACITY(FROM THE TABLE)OF THE SELECTED
aAwh"Q1.15•MIa O.C.I$W.a0(a C6d)Clpffq.4j 06007+ 1400 lb. WA WA WA WA 7571.4 WA WA WA WA WA 1363105 ITMft 2245 b4 MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4AnWl ®3•NnO.C.l(Z2r5AnilaCINr6i953 7101. yearn 6e01. 1560117 /6859. $400. 51710 M. --WA 750 IN 71800 80060 14021. 6021: sN" 1120W CAPACITY WHICH MAY BE USED TO QUALIFY eullm lPr Mat Gontrol
B Artobar. 3'Stn.O.C./Cil 20 A.*all,r(Fq.0) 11701be 11701b. 1070 as 23451b. 2514 U 91013 61111111 WA 11401. 1122 a 17V 2838 W +02216. 1327 ba lea t. ADDITIONAL ANCHOR OPTIONS FROM THE
4 A4 ba®0.46•Nn.O.C./Ud4.140.125•AWa(Fq.7j WA WA WA WA WA WA WA WA WA WA 760 WA NLA WA 1430 t. ANCHOR CAPACITY TABLE.
2 Anebe 0225 Min,O.C1 F-ap 64 6Y `E4I Mbe 220. 70393 476p WA 1 2801b. WA 31561 WA 4401. WA 1 3411. 1 M21b 5601.
4Arol.o 1.I5-".0.c1FC9p(F4.9k 4611b4 I 7006s WA I WA WA WA 551104 WA I WA WA WA WA 1 682p I as51b 1120.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•-� 1,062' r-- ---j 1.000• f'.
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3' FIGURE 4: FIGURE E: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
nn
• • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE � LYNft Li • • e • U. 0 • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE •'• i
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000• 4'000'
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. z*: NO'58705
FIGURE 5: FIGURE 6: FIGURE 7.
• . . e 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE 1 �•:�`
PRESSURE-TREATED3-TSANDBMIYELLOW SOUTHERN PINE WITH AN SG OF 0A MINIMUM
UM SHALL BE -
J 6063-TS AND BEA MINIMUM OFA 25'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.0465 375 .376' //�S�'��L�••'•�\��
THICK(18 GAUGE).STRUCTURAL STEEL i0 BE AT LEAST.125 THICK AND A36.ALL ANCHORS /il S/ ••• •• ��
ANGLE CLIP(FIGURES 566)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 6#12 1'X 4'X.375'7 I'X 41 X.375' ASt A�-E 111
- ANCHORS INTO WOOD MAY BE STEEL,18-8 S-3.OR 410 S.S. - 'T'-MULLION MULLION L IN(4hEFZ,P.E.
FL P.E.#58706
TABLE 870
- -- f9ui0n Ca U TabM IDs8l7
Opening Width(for vedimly speW3ng mu5ons)or Opening Height(for hOd=r469yapanrdng mlAlons) C
30 r. Min 701n In Min 100in 1701n NOM 1600
126"z Racm9w Tnp/Tdre. Rwuffo"r10WT N. RO Om Iar TnplTdrtp. Rcata.p4r ThIlW1019 R-talgdr TMvInap. Race ow Twmeg ROcwo" 71>paden6 Rwtwedr Tt40/T„�1e. RanapOr TnpRrlrO. z
1.166'% L."M Lo.dng Loa1n0 L.adng LoadM Lowing Loafing Lewtno Loa6e Loadty Loadle Lowing Lo06np L-CM Isadnp L-ft L.W a LmdmO �•
_ s _ s s s s r P s
266"Alum €.. €^. €.. € Cyt, B �
Tubb Alu6 3 70
la all IIi1HIII i1 1 � g z � LU
4210 170.0 90 170.0 435 170.0 744 170.0 070 170.0 ee6 1760 506 170.0 U2 170.0 510 /70.0 1116 170.0 621 170.0 1200 170.0 521 170.0 1116 170.0 521 170.0 1735 170.0 521 161.0 1710 170.4 bt,
1H J
461. 170.0 710 170.0 624 170.D 450 170A W 170.0 092 170.0 00 170.0 1133 17010 661 170.0 t273 1700 677 170.0 1417 1760 680 154.4 NN 170.0 600 132.7 1646 170.0 MO 110.1 1540 170.0 610 yup _
50s231n 170.0 747 1700 513 170.0 006 170.0 631 170.0 1001 1700 661 170.0 1105 170.0 723 170.0 1366 171.0 747 107.0 1469 1700 756 1392 1416 170.0 766 1101 1461 170.0 766 104.4 t4N 170.0 766 Q 2
6410 170.0 707 1700 N1 170.0 066 170.0 601 170.0 1116 Ims 761 170.0 1276 170.0 /0 10.1 1370 170.0 137 140.1 1376 170.0 856 172.3 1376 170.0 661 104.3 1376 170.0 mt 0.1 1370 170.0 061 W p d 1.•.•.•
133
Mln 170.0 163 f70.0 707 170.0 1063 170.0 717 Jails 1156 1700 are 110.0 It30 167.4 00 123,0 1160 IRA 910 111.2 1151 160.0 012 92.7 1168 141-8 005 79.4 1161 144.8 906 0.5 1156 144.8 905 � � W m w
Ols 170.0 00 170.0 lU 10.1 1061 ITA 60 1172 1061 160.9 162 120.1 1061 1120 616 106.7 1031 132] /37 0.1 1061 123.7 670 10.1 Cost 10.3 012 66.6 1031 119.1 921 60.0 11'51 119.1 st1 d
0810 167.1 167 170.0 710 116.3 067 151A 606 119.4 I f IN.1 70 104.4 107 121.6 T7/ 02.8 07 112.8 797 0.8 957 IM.6 ISO 6016 937 110.0 160 60.7 07 Oa.O 7N 52.2 057 W.9 711 ? R
72 N In./ 0/ 1352 H9 107.3 604 1112 610 11.9 900 101.3 171 0.4 601 0.4 660 71.5 04 64.1 650 10.4 001 700 643 Os 604 723 03 40`0 001 60.9 679 40.2 604 00.4 06 W � �
7018 100.4 722 111.1 60 012 722 672 610 732 ?Mn 10.3 006 68.4 722 76.1 06 0.9 722 701 SO 54.7 722 WA 360 Alas 772 0.3 570 39.1 777; 66.7 665 74.2 712 662 661 � n Z
7010 101.2 05 106.6 00 M.4 Us 094 616 723 60 10.5 677 63.3 085 70.5 00 682 606 81.5 SM 0.6 60 M1 50 422 016 64.3 543 Js.2 e0 01.4 537 11.6 865 0.7 a7/
N
010 06.0 its 60.0 q7 60.1 616 0.3 4411 47.1 016 0.1 Mf 41.2 516 10.7 470 30.6 313 166 426 37.0 613 3770 422 2)s 315 37.1 113 225 313 30.5 407 20.8 513 26.1 401 2 ZF ¢ N �
X Z
w10 66.3 63 357.0 Ala 463 403 47.1 397 Sas Oat Ifa Sat 33.0 453 66.4 346 302 4 3 120 379 772 453 214 374 22.6 40 260 See 19.4 453 24.3 360 17.0 ISS 22.9 368 F m
744 h 161 Sm 39.0 323 31.6 366 329 316 27.2 358 264 313 23.0 336 252 306 212 356 217 304 10.1 358 211 300 15.9 336 We 293 JS B o 0
N LV (7
11th Sat 136 706 See 39.3 336 361 301 26.1 336 261 107 220 330 232 291 16.5 730 70.9 iw 17.9 338 191 24K Y
1209 27.0 290 20.3 264 23.2 200 261 210 Jas 290 1070 766 1770 210 162 263 15.4 710 Ia4 Na
14410 16.1 1 201 1 160 1 1066 a
TABLE 8 Z y
AnchurCepocily Table Iba ANCHOR C, AENT FORMULA:
Suottran 171:0=09 ask Cant mob.amu Faso Cmu Frwood oda (DP_)X( )=ANCHORCAP_ LLLSSS
1,16*T Elco vl^as Ek SAN•Elio 1/c SS F2co d10 sad 112s1ad 1x1 MULLION CAP.,,,,,,,,,,,
IMcnar Type 3010-Fico tstt9cm Or Ek:oumecm rieFJco Ulleron ur EROU94cOn PRODUCT REVISED
A4uberCMp Patients uvacm AgglKlaor uel9con AppleGao 911lW Its)SL1w 1651 Sva r-5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Ilorlda
EOoe 01Nrce ant 1• 2.1? 1• 2-v7 3114r r z-vz t• 2-VC 7 sue• 7 046• 1 O.Sr 012r CAPACITY REQUIRED'CORRESPONDING TO AN suliding Code
Emtnnmc Ont 1311' 154• urr Tyr 2' 1-v1• 1•vr 14N• 1-114' 1-114• 14Ir 7 t-are• tale' canes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630.01
1 k7VMK OCI Stwdad ce D9ut C6p(Mg 17 SO*6 30100 AMtm e0 me 16u10 60. 200 es 364 tW 7401te 3749 Sato 0"Ite 34110 4at0 360te OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021
4 Anton•1.15•N91 0 C I SMOM(a 060)Clip(fig 21 410 be 7m to WA WA WA NIA 30 430 WA WA NIA WA WA 662*4 ms m 1121 a CAPACITY(FROM THE TABLE)OF THE SELECTED �
4Aw-m®rum.Oc.,MWAngle CeMfMg37 7010 780101 MO Ca 15MR1 NOS*! 6W 65 5010 WA 701p 7m IN some I=to 0290 61 " 1120 p1 MULLION.IT WILL YIELD AM7N18Al1M ANCFIOR By
1 Arc 1300®0.45•u10.oc/uaA tnp tzr Awn M! NIA WA WA WA MIA Nu WA NIA WA WA WA WA NIA WA 1430 b CAPACITY WHICH MAY BE USED TO QUALIFY Miaml-Da ro uet Control
1 AMI--FC6p P99 5R051Its 223 m 4/5 ht 022 m 13610 1406» 17710 vo M. 1974. 372 9 473 N7 170 me 221 h 700 m ADDITIONAL ANCHOR OPTIONS FROM THE
2AMncw% 1.N•9sn O.CIF 0 ME
33010 NIA WA IIIA NIA i0'm0 NM NM NIA WA NN1 341 en 4429 imp 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: F-12617'-{
• . 'j SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 11(1 1 I I1 I I
11 //
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `� 0.Q .1
FIGURE 3: ' ' _
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.188' ` 1}CENSF ./(�
CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ` �• NO.58705 •��
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
IN PAIRS. 255' _ /'--�• 7k
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - 1
FIGURE 4: FIGURE 5. FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SIfALL Q SATE
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T •C7
• • 6063-T5 AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND �i FS '•:4,40RIDI•,.•' `Cl��
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL 1.25 X 3.198•X.265•MULLION
• ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-t/4 VF MULLION)
• BE /1r71jtn111`�
#10 ANCHORS INTO WOOD MAY BE STEEL,t&8 SS.OR 4J0 S.S. A LYNN MILLER,P.E.
•
FL P.E.#58705
TABLE 9A
Mullion Capacity T4ble IbWW) `
Opening Width
----I -I mullone)or opening Height(for hoftonb3y-4perWng n,21on4) u
4010 wb 7010 wh 90 In Pooh 1201, 140h 1601,
Wclanylf TMOTHOO9 1n0I MA. lls r7el ReuelgA. 1npliA q. Rwiwgd.r Tr4NRbn0 H..lrp1Xr TPW7ftM. RMWWW TraW0Y,0 Redeno*r Tnp/Towa. Rw4ngd.r UWTd4n0 R.O.lid, Tr.p/TNry- V C
1.161].23 L4,d.0 Lawft LNM11p L-ftll Lo.dln0 L,.dnp La.dn9 Lo49np Lmdnp L..&V L..ft la1Wq Lwdeo L-Jq; Ud" L..*v _1.0x.100
"M;bb' g pigy§ �igy � g � 1@1 111 p]� � 1¢ p11X 111 171 1 p1g1 1111,
11 W
Z HL
42 h 1?OA 1 eat 1 170.0 435 170.0 74/ 170.0 476 170.01 866 170.0 500 ITOA 902 170.0 510 170.0 1116 170.0 521 153.] 1116 170.0 521 1277 1114 170.0 52+ 109.5 1118 170.0 521 95.11 1 1116 110.0 6211 1 !0!�: O
N In 170.0 70. nae 524 170.0 6a 17410 SN 107.0 178 170.0 830 146.7 ere 1700 a1 130./ 973 170.0 wT 111.3 976 110.0 Sao wA ere 170.0 0.0 93.8 176 170.0 aeo 13.3 676 Ira0 680 T� J W
7
50,02S 61 1rao 747 1704 567 170.0o M +n170,0es+ /so.l 127 110.0 664 14+.6 327 160.5 70. +113 147 159.1 ON 11116 921 Ise.] ea 61.1 677 1660. 0.5 m.1 1v 150.:a e9s 65.99 fn 6x7 leas as � � �
84 In nao M 1!..0 612 lees 601 nao 0.e+ 132.5 669 16].6 653 10.0 0.D M1.6 080 iW.O 666 11/.0 aeo 027 80. I21A 661 77.3 666 129.6 M2 0..2 w 126.6 E32 67.9 ea W.e LSa L7 W O
an 14"3 748 1511 ON 110.4 746 1]23 020 102.3 746 Ilia me a.6 746 107.4 M r6.e 746 101.0 a! 71.4 746 Oat 667 60.7 748 113 IN 51.2 746 13.3 583 40.9 746 1" Sin ¢ m M to
,b ah +23.7 677 111.6 an MLI M 1/0.2 500. 181 677 1aA ass 113 977 11.4 646 a.7 en 58.7 539 H.e 677 10.0 610 0.1.4 677 71.0 On 44.1 477 76.7 529 38.7 677 lar 620 W 0
ah Iw.6 611 114.1 an 0..7 all WA aro 79.9 617 10.7 M 111 917 71.3 WO 0..6 911 72.6 M 616 Oil 40.7 AN NA 117 61.4 463 A.4 017 63.7 162 33.5 1 417 03.7 182 C) � Cl
72114 07.0 111 11.1 100 6l1 514 14.2 440 50.2 514 00.2 432 1 61.5 816 $8.4 426 46.1 516 54.2 419 41.4 616 07.7 114 3" 615 146 408 26.6 468 16.0 415 26.9 616 411.0 405 Z Z U)
766, 70.4 404 717 40 $at 4" ex/ 311 60.3 406 54.9 310 Ill 486 41.4 364 303 4a 1L3 378 35,3 486 429 374 eS,4 460 31-3 367 20.8 41S 36.5 ]e4 22o 465 36.2 U3 U
A10 0.3 101 60.0 ]N 847 NI 67.7 3A M.6 4<1 00.0. 772 pD 101 411.0 30. 76] 107 11.6 NO 320. 441 Y.7 350 113 NI 340 109 27.3 411 37.1 310 Ia4 101 327 106
a J Z
9011 /2.4 332 43.1 206 30.1 332 37.0 26 303 ]32 323 281 291 332 20.0 200 23A ]72 24.1 276 213 3M 24.1 An 17.1 302 21.3 2M 14.2 332 19.1 252 11.3 332 tai 200 N Q p n
an 35.0 211 ]0.e MD 25.1 bl 30.3 2a 25.0 201 264 281 21.1 291 233 248 10.4 AM 21.3 211 I7.6 2S1 10.6 211 146 bl 17.1 236 12.6 111 ILS 232
lam 24.6 NO 20.1 201 20.6 274 21.1 24i 11.5 230 +63 Alit ILI 230 Ie3 to F X Z
1H10 22b 216 20.+ +w IDI 111 0..1 04 10.2 214 10.1 191 141 A16 14.0 10. a N N I1 y`o AO
1206 17.1 Iw 10.2 170 143 %7 ILS 147 c W I)Jf o
� N �
VC",Q Q
Z O NO
TABLE 9B
Anehor Ca GiyTabk a ANCHOR CAPACITY ADJUSTMENT FORMULA.
91.0.11416: 27L Conoid. 153 eorc. N.Ic1v CT/U F41e6 CMU PT~ Mdd (ppV)X ANCHOR CAP.,,,,,,,, ANCHOR CAP.-
YIP Eko 1/r 88 Eko lI18•Ehw tr4•SS Elko 0.70 bbd 012 Swl tl12 Sten MULL107!CAP.,.w.,.,. v
Anchor Clip Pattem6 Mnor Typ,: 3/IV FJco UBrecan t/4"Eta Ulbe.oll Uteaon YIP Eko lAVec0r1 yr Eko l.W.au Appr"w 1Nwnn AopeG.lor Sere,nlGsl 6c14R(G5) S-er5) PRODUCT
P _ USE THIS FORMULA TO OBTAIN TFE'ANCHOR Building 0.e Florida
E09,1714,0766111: +' 2-v2• T 21rr 3+/0' r _ avr _ r 21177 r }ve• r GAr 0.10• o.wc CAPACITY REQUIRED"CORRESPONDING TO AN B
EmbamenlIna I-ve I-W" 1.3W 1dq• r 1-1100 1-1/4, 1-Ity 0.110' aur 1-114* r +-Ya' 14M- -1. ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.0'1
7 A,-b-C 4,74'Mh O.G 161u10ed a(21.61 clip(Fq.13 300 611 390 Ib. 450 be ea b. 1614 be 270 b ADD lba 354ft 110 au 374 IDs eel b. 94ft 341 be 442101 Sol be OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arnlmn®+.15•MS.o.G 161.rdb6(or 05.14)Cdy IF14.2) 460 he 700 lbs WA NN NM WA 380 h. WA NIA WA WA WA 02 b. 95,11tu 1120 bo CAPACRY(FROM THE TABLL-�OF THE SELECTED BxplrOtion Date 5/2612021
4 Mnron aY0.w O.C./(2)275 Mple cup./ffq.3Y 160104 teo be ON
D. 1aN au IWO b. 640 b. SW he WA 760 IM 748[its "a b4 10.2166 662 R. US b. 1120 b: MULLION.IT WILL YIELD AMINIMUM ANCHOR By -
3 Arches.a 0.64.NO.O.C./OCJP,hlo.107 Alum.Fig.4): WA WA WA WA WA WA WA WA - NIA WA NIA WA WA WA 050 h. CAPACITY WHICH MAY BE USED TO QUALIFY Product Control
1 Arches/FCap ff6.57 los b +06 Ib. 2ss tq 445 b. 573 De 135 be 143 h. 117 M. 3t01M 187 ib 333 914 411 b. 170 DO u+len 200 h. ADDITIONAL ANCHOR OPTIONS FROM THE
2Arohns 1.1S Mn.O.C/FU ff10•e3 2406b ]30 Ybs WA WA WA WA 190 IDs WA NU WA NIA WA Nib. 1412101 Se06n ANCHOR CAPACITY TABLE.
FIGURE 1: FIGURE 2: TABLE NOTES' 4,.260 �-1.250--I
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEENgyM
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.250' 3.260` ,rf
$��•. �IGENSF /��
CLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
0 0 BE USED FIGNo.58705 S i
N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -
GROU-r-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL
O ---
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
FIGURE 4: FIGURE 5: FIGURE B: 0063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ----- - ���.. 3 ATE , '•�/��
• .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST,125-THICK AND A36.ALL .100` .100'- (<` '•.;°(Og1OA,.•
• • • ANCHORS INTO METAL SHALL EXTEND AT(FAST 3 SCREW THREADS BEYOND THE MATERIAL � LS ••• .• `� +
#10 6#12 ANCHORS INTO WOOD MAYBE STEED 18-8 S.S.OR 410 S.S. 1.25'X 3.26'X.100" 1.25'X 3.25 X 1 W'',LS�ONAL
FIFLD-MULLED MLLUON UNITS FACTORY-MULLED MULLION FORrel II 1L1 l
� A.LY / UI�LL��2,P.E. +
--- _ FL P.E.#58705
TABLE 10A
0
hlulllon Capacity Table aM7)
Opening Width(forvadica4y-spanning mtllons)or0paning Height(IOr l7crizoltolysp07ming mWliofu)
44 111 Q in 701. 0 in 90 in A-10/'n ••�-, 1201n r 1401. No b
126)1726 RwlanOd.r Layrrb.g. R.tl qw. Tr.p/Trfdng. Rea.nguar TrapTWq. Raoxguty TopRf.nt R9d.lgab, Tup/rd.ng. RYpurq.lan Tap/lriaq. 11 apl., Tap rd.n9. R.an9ub7 TmWrdanO. nael.'j'd T.wf,lv,q.
L.aabg Lndag L.drg Laaans L.W.9 L"f.0 L..dng la.dn0 L.&M L..dkq Loulbil L..dhg Loafing L.Wing L.W1.g Lwdbq L.Wkg LadtrO 6a �'
..624 _ _ b Y t
AIum.Tube Tjf- 8_ f .t f D- 9 8 Jr u E f1 9 .i_ 8 'I- 8 Jr_ 70 f-. �f 'f.. E 'E_ � �_ g �_ ;J '6_ �E, �'� 9 N.-
li
Mull £� i� 3e e F e� 4� 's �� 6 t "sx k ix € 6 x $� s �� se 3 32 IN
uJI
�a -3 -k 12 �_ H �_ -fi fa I 41 �€ ai 4 1.1 -k.7 10 z
R w
42 in 170.0 620 112,01 436 170.0 744 170.0 471 170.0 BN 110.0 506 170.0 912 170.0 619 1700 1116 170.0 621 170.0 1240 1710 621 170.0 110 170.0 621 170.0 1736 110.0 621 110.0 7183 1100 521
Qin 170.0 NO 171.1 S66 1H.0 160 1'70.0 611 173.0 192 170.0 630 111.0 1133 174.0 Bet 1700 1216 170-6 677 1700 N17 176.0 610 170.0 t700 17&0 600 160.7 079 170.0 00 140.6 1973 170.0 680
50125 is INA 747 110.0 6q 10.1 BBB Ina 631 1101 SAW 170.0 04 176.0 1195 178.1 773 00.0 166 1760 747 170.1 N91 170.0 166 170.0 1783 1710 NG 162E 1177 1700 756 133.6 1677 170.0 756 � � �� _
54'. 170.0 797 114.0 612 110.1 956 170.0 091 1710 1116 110.0 754 170.0 1216 /73.0 03 170.2 WU INA 637 170.6 1594 Veal ON 166.4 170 IM9 M 141 069 170.11 RI 117.3 1769 1700 Mt 0 m O fA
B01n 170.0 MS 111.9 701 110.0 IOp 170.0 797 119.0 1710 1/1.0 671 170.0 1417 170.0 144 Iftt N11 170.0 990 116.0 611 170.0 1077 120.0 1511 IIO-6 1113 103.1 1611 17&0 1063 10.6 1611 170.0 1087 H U3 to (w7
OU 1700 130 ITOA 745 170.0 1111 17/.0 110 170.0 1302 0&o 00 15&6 IAO 170.0 1016 5117 171 170.0 1076 126 7] 5170 164.0 1092 151.4 1779 ISSILS 1N2 66.6 070 165.3 1070 73.3 1370 195.3 WO w Z
661. 170.0 074 170.1 1n 170.0 H0 110.0 903 t55.6 1748 ITLO 1002 1351 1211 10.9 1013 12L1 1N1 111.1 1000 10.1 12Q 1137 990 90.8 1}41 171.4 171 77.8 1248 @9.0 376 N.1 111 729.9 376 i Z N 2 me =
J nln 167.9 1041 INA Q6 1N.1 IOU 10.2 122 111.9 1040 132.1 376 04.9 100 119.1 NO 73.9 1669 109.7 640 93.1 1049 102.7 931 699 1049 94.3 026 73.0 1019 91.2 620 62.4 1949 61A 820
761. t427 941 440.1 612 11&9 911 121.8 806 101.0 Ml 1112 787 732 661 100.0 177 197 941 91.7 766 71.4 N1 16.6 767 595 94/ 11.9 IN 6137 911 71.0 777 N.6 MI 737 7K O
�rZ
71173 132.0 194 137.6 733 110.0 194 116.9 757 047 BI 102A 753 12.6 194 91.1 740 737 734 66d 730 0.0 994 737 nl 65.0 994 70.7 717 47.1 694 61.0 101 41.3 04 N.1 694 > n
Sol. 16.8 R1 89.7 6% 71.6 671 74.9 6R GSA 671 66.7 676 63.7 611 60.2 6Q 47.7 571 73.1 S0 47.0 677 40.1 01 369 671 43.1 579 30.7 811 39.7 671 26.9 671 37.9 626 = Q N
6111. 701 690 721 627 611 M 81A Sin 0A fin 674 09 N.3 610 47.6 502 667 00 430 466 36.4 590 39.8 40 71.6 690 76.1 In 25.3 690 31.6 US 22.1 NG 37.8 464 x Z Q m
100 In 41.7 40 Q.1 QI 41.1 466 42-9 4N 365 406 31.1 406 31.1 40 321 402 171 466 66.7 3116 N.0� 466 2r.1 381 2111 40 23.6 362 171 466 21.2 376 N.6 466 1A 766 u rn In� !C)�C)
1111. Q.8 N1 46.1 473 312 NI 397 397 32.7 MI 34.1 317 21.9 441 70.2 30 25.4 Nt 27.2 770 73.9 441 2,11 312 19.1 441 21.5 393 JOA NSI 113 36f N7 NI 1737 361 to trj d
1201. 30.3 3H NJ 344 30.2 379 31.0 331 26.1 373 261 334 22.7 378 23.1 329 20.1 771 21.3 326 661 373 ISIS LU
321 76.1 373 11.7 314 X Y `1
rN in 21.0 212 971 212 17.6 !I2 1737 231 MA 262 167 239 O V tV Q
Q 1- O O
d Z m(1) /n
TABLE 108 Anehor Gl3artgf 189481166)
ANCHOR CAPACITY ADJUSTMENT FORMULA: O I 40-- - N 6
ne
ANCHOR O
CM._= r-7
$uU1R1 2.71 Wrtza 36a COMM _ Nolw at Fwoa 40Au PTwa _ Har (OP,,,)X( )mANCHOR CAP.,,,
aplorI S, VAI"SS Elco d14lNo 1/r 98 E1c0 Y1061a1 81291aal 812 Sree1 MULLION CAP.
AnchorCDp Patl9m9 .knot nPe 311V Elw utr.con yr EJceulrnon viti oco lar9[m yr EcouAncoa PRODUCT REVISED
ugruon Aplyallr Ululate Aggre(W. scrnr(cs)sunt(cam) str Icy) USE THIS FORMULA TO OBTAIN THE'ANCHOR a1 complying with the Florida
Edge Ost-0 r 2-172' 1• 2-112' 3.1/f• r 2•VZ• 1• 2-v2' r 3.111 r 0.Q• Oar 0.3¢r CAPACITY REQUIRED'CORRESPONDING TO AN Building Code
Emreanml la/r 14.4• VY4' tyr r f-vr 1-vr 11-11V1-ve 1414• t-vr r 1.3or lye vale. ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2 Ancien•474 14.0 C 7 3lardad a Omat Cop(119 ly WO a m to Ord 166 800 en 1644 0a 27016 200 0a 35411 7401M 37411 •664 to an to 3413A 442 An 060 Ad OPENING,WHEN IT IS LOWER THAN THE MULLION Explratton Dote /26/2021
4 371873.4®1.16•Nat O.C.I SunCWd N Cmeq Clp(nq 2T 46O b1 700 to NIA INA WA NA 3601. NIA WA IVA WA WA 65211 Des As 1120 to CAPACITY(FROM THE TABLE)OF THE SELECTED
4AMnm o rtAn.O.4 f(!7 2%5AIW Clpa I(ng 37 7010/ 780 to 66001 IUD As 100614 64019 OW lug I A NO as 748 IDI 650 Df 1907 ga 062 JIM 8651m 112D 65 MULLION.IT WILL YIELD A MINIMUM ANCHOR By
3 Art a o 03r un 0C.I U-00.Irl..N0•Abn(fig 4 WA WA NA WA WA NA I&A WA WA IUA WA WA N/A WA 10116 CAPACITY WHICH MAY BE USED TO QUALIFY Mom=-Product Control
1Arc Mr/fL1p(Flp 11666 196078 725141A6 87z 2a 175 14 14073 177 D6 1701b 1671s 332 11% 473973 17066 221 IN 23701. ADDITIONAL ANCHOR OPTIONS FROM THE
2Anctal 1.1E Y4b3 O.0/F-Cbp(flp SYJ 740 DSI 300139 A IVO N/A WA NA t00b WA WA WA WA WA 7!713 4tl 184 86016 ANCHOR CAPACITY TABLE
FIGURE 1: FIGURE 2 TABLE NOTES:
1.260'- t1250"1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METI IOOS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ANGLE SHEETS 21.23.HOLES TO BE DRILLED 64 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS3.250' 3.CLIP MUST SHOWN ON SHEETS 21-?3.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705
BE USEDIN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDGROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 000.WOOD SHALL _A -BE PRESSURE•TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624" 624' 'A•'. J�•-.T•40
FIGURE 4: FIGURE 5: FIGURE 6: _ 6063-T5 AND BE A MINIMUM OF,100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND _�- O,t`'•. STA E O 4-
• .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ' t,C` "LORIDP,.•'•
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25 X 3.25'X A2r 1,25'X 3.25'X 3724" 'i S "" G
• #10 8 412 ANCHORS INTO WOOD MAYBE STEEL,18-6 S.S.OR 410 S.S. MULLION FOR MULLION FOR ''�iS�<)NAL
FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN MILLER,P.E.
• FL P.E.#68706
TABLE 1121
Mullion Caputlty Table(Ib■17t1)
Opening Wd1h(tor velicatysp imikV mutons)orOpening Height(70r11oriroaalyspandrlp m0hom) V C dG
5093 F0 in loin eon .0. 1001. 1211. 40n %Ia s 01
125 7 1.94 A-umda TrWTd3ng. R,rWIW r Tap/T..ng. R.nmp,I.r T,.VT.p R.ala put ToplUeng, R.cungvlar Tw/rnmg. Raaagdu Trap'Tri .naaq. RWI. TI.pTnup Rm.tmg.br TrW 7ri.ng ILefaOJer TngY6irp +'
L.10ag La.%j Lmdrq Lading l.a4ap W64 L..Dv Leming L..dng L..diip L..%g Lwdrlg mf Loading Loading LwWq LeNSy lydy
s 24 w
.6
a1un.Tube =.. c4
£ _ It to €£ $..
Oluaon a tri $d 'e e� i fi e f4- S$ $ �r3 f• ��. t,ii € re € e $ €e 3 @ s i�
u u u u11 u u u
a 3€ zz W
0
42 M 170.0 620 t70.0 4]5 170.0 214 1770 471 1 171.0 1161 170.0 '216 701./ 692 170.0 319 170.0 1110 170.0 521 170.0 1240170.0 521 170.0 1490 170.0 621 170.0 1735 170.0 521 170.0 1963 1700 521 J =
772
431. 170.0 NI 170.1 W 170.1 650 /700 60 IN 602 170.0 00 17.1 FIJI 179.0 801 171.0 tn6 170.0 670 Ilia U17 1700 US INS Tine 170.6 W 170.0 1803 170.8 660 171.0 2251 IN 00 C 7 �
63625A INA UT 1761 613 1111,0916 1700 631 1700 1046 IN 424 171.0 1196 170.0 723 INS 1341 170.0 747 INA 411 178.0 706 1701 17Y3 1701 75'. 1780 2092 11x0 766 I7l.0 2391 170.6 MO W 'd �8 �
MM. 170.0 m 1711 912 170.9 956 1760 111 170.0 1116 1700 164 In.0 1275 1701 103 1701 434 1700 177 INS %0 1701 06 1701 M11 170.1 061 1700 2231 170.0 N1 1662 2407 170.6 661 LS W O
K m In
101. 170.0 lee INS 701 170.0 1063 Ins 717 170.0 1240 1700 Vs 170.0 1417 nog 94 170.0 1690 1700 991 111.0 I 1701 U33 INA 2125 1700 1063 40.3 2163 170.0 467 136.1 Val 1100 1063 � � (Q t0 LU
631n 1700 621 InD 746 1706 1116 174.0 109 Ina 1302 170.0 916 1710 1480 170.0 10% 170.0 W3 1700 1971 1701 1051 1701 1122 1N9 2160 170.0 199 174.5 2050 170.0 1171 117.7 2060 .0 1171 (J Z
%n 170.0 974 Ino 709 1700 110 1700 903 170.0 1361 Ilea +002 970-4 1651 170.0 INS 110.0 1763 1700 +165 170.0 1146 1708 1214 14321 IMS MIA 1275 1226 +966 111.0 1244 107.2 1966 170.0 1286 � � �p m' _
J 721n 170.0 1193 170J 1n 1700 1276 Ing 00 10.0 148 VDD 1126 170.1 In$ 1700 1721 tMA 1774 170.0 1316 131.7 17]1 bll fIS6 1166 1731 1fS9 1309 80.1 1734 150.4 1362 ILI 1733 166.2 1352 rIj ? JL S O
791. 1110$112 977 170.0 1344 1700 1010 IN.5 INS 170.0 1200 47A ISM 1661 1296 131.1 1656 1491.0
1266 1173 1656 41.7 1251 51.3 15% 120.3 1229 142 ilia 172.3 1219 21.7 INS 12+.2 1216 � ��1 �� L O
= 711. 170.0 967 170.0 1381 1700 1116 155.9 1477 169.3 1095 1%21 470 152.0 1224 121.2 477 1205 109.1 1477 126.5 lU1 90.9 477 +161 1109 779 470 111.1 1168 09.2 1170 1091 1193
801. 420 110 HIS Ills 1219 961 i09.S 1110 107.9 161 03 1110 $63 gag 70.9 1110 927 71.0 1110 10.7 110 802 1110 719 191 097 1110 15.6 171 44.4 1110 {27 In 0 04Q061. 117.0 170 Il! VS 101! 866 D.1 176 $6.3 142 712 116 R6 126 091 075 111 SLS 915 094 807 401 670 57A 780 419 VI $2.7 700 36.0 ITS 09.3 TV O X z
1801. 822 p1 41! intTV 016 93 Tat 01.3 614 SIA 771 643 80d 46.7 nl 6US 41.1 int 4.1 07 71.9 701 d.l /]2 214 771 301 621 26.7 int 7221 {72 a'III in 76.7 al 611 734 930 tN 0.1 771 61.3 091 47.3 130 499 Mi 411 >44 627 371 731 41.1 614 31.6 770 36.1 909 270 780 311 NO 27.7 730 21.6 Sot � W1201. fi9.3 099 Is/ 124 612 i0 421 674 u.] SI] ]Ia 493 93.2 601 37.7 624 6]7 80.0 611 72.2 671 26.0 671 71.7 614 211 w 24.1 Nf 11.7 621 22-5 SOt D m
V4Ia 317 41 39.1 406 219 437 29A „6 21.1 AM 25A 711 21.7 433 32A 306 U 3 433 311 17.7 477 111 ]70 Q N ¢ O O
> a z m
TABLE 11B ANCHOR CAPACRYADJUSTMENT FORMULA: ooL ;e� h�
_ MohorCEP*ft PM) ANCHOR CAP.r.,.,,.. u o
suoelram cereals 166 oen. h08De 474 Fleed CMU fR wore _ man (DP-)X( )=ANCHOR CAP...,
B1Pdro ur6513c 5116.11. yr O6 ora ed fried -Steel e123teal MULLION CAP.,.,,,.., PRODUCT REVISED
AnchorCMp Pltleme Ardor" 3.16•�DLMMOn Wcico UerOron 9rt6'pt°Wten Vr ecoueacorl AMe ( M USE THIS FORMULA TO OBTAIN THE p In with the Florida
U1aAm U1Km AgD2Gi0r Scaw O6)soar 9crltr 4-s com 1
Edg.45arc06. +• 2-v4- 1'_ 2-VT 3414- r 2-ur 1• 2-V4- r 3•Iff T 0.411' D5r 0924- CAPACITY REOUIRED-CORRESPONDING TO AN Building Codi
Emkdtrant do I V4• 144' 11144• 1.Yr r I-vr I•Lr 1414• 1-v4- 4.191 4114- z tag• t4�r• modes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.0'1
2Aon/-@4 N60-c,11110000 MORON Cap 090.4 3W In 39061d 45011 INIs leub 270 a6 2801 33411 14010. 374131 664is 13161 341910 4421 OPENING,WHEN IT IS LOWER THAN THE MIJLUON Expiration Dato05/26/2021
4 AM"0 1.15•MR O.C.I=nch(a Dthel)CRP 09 21 48011 700 a. WA WA NIA NIA 38D Mo NM WA NIA WA WA 0215 &W b JIM b CAPACITY(FROM THE TABLE)OF THE SELECTED
4AWhorl 4 S JIM 0.41/M WA/gk C"I PC 33 78]13 700 The Saote 150 Is law is 54010 5m Lem NIA ?SDlh. 7451a sed116 low ma 8021a 6115 ft 112D ft MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4Arcmo m 0.54•Vn O.C./DCIq."o TW AUU(Fq 4) NM WA NIA WA WA NIA WA WA WA NIA WA WA NIA WA 12671 CAPACITY WHICH MAY BE USED TO QUALIFY Mfom D Prot 4et a4-
1AMWINCep(So 57 0505 toy to 725 to 446se 0221 171110 1401 177 be 50 Iain to 371m 470111 t7o 110 2211 Leib ADDITIONAL ANCHOR OPTIONS FROM THE
2AnUM 2 1.17 Nn U.CrF 1 6) 2 b% 350 Its NIA WA NIA WA 19010 NA WA WA 1 WA 1 A M16a 4Qb 5601 ANCHOR CAPACITY TABLE
-1250'
FIGURE 1_ FIGURE 2: _ TABLE NOTES:
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORVATION
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDThIS IS ALLOWABLE. vett NY LyN 1 j7
FIGURE 3: 3.84'
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE �,-•' �ICENSF'•.4.'��
CLIP MUST SHEETS 21.23.HOLES TO BE DRIU_ED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '.* No.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .J/,�j_.7�.{�'�� •• =
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL
TIGUR=4 FIGURE S: FIGIIRF 6� SH --i- •'. c'�-�7'
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM I1M ALL BE OF
6063.75 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND I 624" ��'-, ATE (V`
• .045 THICK(18 GAUGE).STRUCTURAL STEEL FA
TO BE AT LST.125'THICK AND A36.ALL 1--- --( %(Css."ZORION•''GN��`
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL �Ii /ONA �N
• #10 8#12 ANCHORS INTO WOOD MAYBE STEEL.18.8 S.S.OR 410 S.S. 125'X 3.04-X.624' A LAONN MY.t18R P.E.
• MULLION FL P.E.#58705
TABLE 123
• ---- ---- Mullen Capacity Table alit' ---. .__-` -- -. -- - • Q
Opening VNdth(for velcolly-Spamng mullions)4NOpening Holght(tor toA ming mution4)
5o
in 0 it 70 tri 501. 901. 1001. 1201. 140. 1601. y.
Reetnry4r 1ereJup. 1t• wnO. R.U.O. TrgR.Yq. Rccmn0ler 7,.rvrla.0_ ReeIwWhw 'UWMIeng. Rect.,Vd.r TaPI7WV.. ReclsnpA• hrQrTMni Rests 01/11 Trer/Trsrq Rrtv37101r TmAi 0. �_ o
2 k 4 x.25 Loainp InadIcP le/d41p I_.170 L..d6p 140.610 Imdr9 ladng ladnp l.aanp l.edrp Lo.3h9 Lear• L3Yftq l.9dn0 Laa3.n0 Loaflg Loadiq
Alum.Tube t
Mullion k! $ 3 $ 8 _ yd ti 2 $ 3 E B, X H 0.A
� � a aha a� g� 131 ah 40 13 a
N
tl h 170.0 620 17&0 405 176.6 714 17XL0 848 170.0 ew 1700 560 170.0 V992 1ra0 610 1700 111/ 170.0 621 170.0 1840 174.0 521 170.0 1411 70 736 170.0 521 10 1 170.0 Olt 170.0 1183 170A 521 Q w
0 h /70.0 7M 1700 524 170.0 00 170.0 SU 170.0 092 17xO 630 170.0 1133 170.0 651 170.0 1273 IMO 677 170.0 1417 170.0 660 170.0 17W 170.0 00 170.0 1983 170.0 Me 170.0 2267 170.0 660 rc � 117
30.6231. 17aoi 747 1700 M 170.0 695 1700 531 1700 1016 170.6 664 Ira0 1195 170.0 723 170.0 1346 170.0 747 170.0 1464 1700 750 170.0 17/3 170.0 736 1 170.0 2062 170.0 796 170.0 2391 170.0 760 y 4."o
54h 170.0 707 170.0 614 170.6 058 170.0 601 170.0 1116 1700 764 1170.0 1775 170.0 M 170.0 1434 1700 637 170.0 IMA 1ra0 WA 170.0 1913 170.0 eel 170.0 2231 170.0 all 170.0 MW 1700 -561 0 w O m
win 170.0 e0S lite 741 170.0 1913 170.0 797 170.0 1240 170.0 076 110.0 1417 ITOD 644 170.0 1504 170.0 M 170.0 1171 Imo IC33 170.0 2126 170.0 1063 170.0 2479 170.0 160.1 ISOs 265(1 1700 1663 rx GO � U)
001 170.0 530 170.0 746 170.0 1111 170.0 550 1700 1302 1700 940 1M.0 1411 170.0 1015 174.0 1673 171L0 1076 170.0 IBM imo 1122 170.0 2231 170.0 110 111.7 2553 170.0 9171 1454 2653 1700 1179 ~
z
Mia 170.0 674 170.0 111 1703 116/ 1706 007 1700 1364 170.6 1002 1700 15" /703 I= 1700 170 170.0 1155 170.0 1846 170§ 1210 lino 233/ 1703 1273 1913 2437 170.0 1211 132.0 2437 1700 12M £ r =
72111 170.0 10031110,0 61 17§.0 1276 17400 1609 170.0 1460 170.0 1726 1ra0 1705 /70.0 122. 1700 Ina IMO 1313 170.0 2125 170.0 1307 146.6 7164 170.0 1450 124.6 2114 170./ 1584 100.2 2184 170.0 ISM y U
z yy
7061 t70.0 1122 170.0 U7 176.0 108 17400 1060 170.0 1576 f70.6 1200 170.0 1784 170.0 I= 166.1 1/53 170.0 1421 1464 19M i?0A 9505 173.6 1960 161.6 164 106.1 1M0 154.0 1535 920 1960 142.7 1531 K 7 w e u Z
71M 1CL
70.0 1151 IMO 07 1703 1381 170.0 1110 170.0 1611 1700 1250 170.0 1842 170.0 1360 162.7 1561 170.0 1 1414 137.4 1851 163.1 ISM 114.5 1061 147.3 1473 912 1861 130.6 1459 11.9 1601 137./ 1454 U) n
60ta 170.0 1325 170.0 1144 149.1 1398 156.0 1216 127.6 1301 1360 1195 111.0 1398 121.3 1179 05.4 1396 110.2 1152 05.3 1396 101.6 1147 74.5 130 69.8 1122 $.9 1308 127 tt05 SSA 1395 lel 1095 J
Z ~ J Q O m
MW 147.4 1222 1311 IM 1223 1220 127.1 1076 1053 un 1112 1061 91 1729 00.9 1014 61.6 1229 11.6 1028 73.7 1229 621 1915 613 1279 77.2 053 4..7 1729 619 m 05.1 1739 62.1 M] � I0.' �yz � 7
IMh 103.6 971 116.6 NI 16.3 171 60.0 502 74.11 971 712 649 84.7 971 604 537 $7.3 071 CtA SM 61.6 971 96.6 815 41.1 INT 49.0 796 773 ht 05.0 717 324 539 40.1 771 a 117 N 71 0
111 in 50.4 919A 0.3 OZ 1 79.6 1 919 61.0 610 eal St9 701 as aTT 179020 784 53.0 910 05.7 T08 47.7 /1t 61,1 774 30.7 flit 44.8 750 34.1 010 40.2 742 238 170 37.1 772 n V)
17031 75.3 705 76.6 718 619 705 64.5 705 630 705 051 603 472 705 413 101 It.9 705 443 677 37.7 716 406 805 711 M 344 03 27.0 705 31.0 051 23A 7M 11A 059 X Y Y
4 fn fn
105 h 13.7 605 442 056 36.4 50 37.0 405 312 645 31.1 401 27.3 546 262 116 74.3 645 273 470 21.6 905 22./ 474 162 610 1/.5 404 13.6 615 172 405 13.7 605 LD1 484 (~=7 V N Q O
TABLE 12B _ ANCHOR CAPACITY ADJUSTMENT FORMULA z
a to m
MchorCap6 T•W5 -----�- a �O .O
ANCHOR CAP..,,,,,,, O 1 mof
2 Rte 359 talc Heloa CNU FbdCMU PIT 5316 (DP_)X( )=ANCt IOR CAP.,,,
Y76'Eko V4'SS Eka 5'1B F1C0 Nr SS EIte 510 Sled •1231.40 •1291..1 MULUON CAP. .,,,,
AmW 3'16"Eirc UOra ori V4'E60IJtwan 311 Eito Ulam yr Et O Ulllaral
Mehor C6p Flthm/ u1aten Appeomx ue0cen AWn6•a Scrar(G5)Scren4G57 ScrarpM) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED
for Distance 1• 2•vr 1• 2-VT 34lr r 2-vr 1• 2-v2' 7 }tlr 7 0.48' o se 0320 CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida
7021Ax3emtQn 40/4' hv0 14W 144• 2' 1021/4' 141.r 1.14^ 7084' 1-174' i4ir r 1-32" 1378' rales ACTUAL PRESSURE REQUIREMENT FOR THE B.IM11n9 Cod.
2 Mchers®47s AOC Sun=a0aut CTP CFV e 1. 1.
q l52r 3s 30DIb 450 890 1644105 270 eU.a 200 me 3541. 740 34 940 1.
164 6UIN 341105 442= %O A9 OPENING,WHEN 1715 LOWER THAN THE MULLION Noa-No. 17-0630.01
•1
4AMWI@2.60"Min O.0 I S4aand(m0ftd)CQP 49937 McIm 740104 63066 1405 Me 142A IM NIA See 1. NIA 6061.. Ila Mob WA 6521m 6651. 112D ft CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05126!2021
6 AMUM a 1.71"M9L 0.C.r SWASM far OW)CIp 01p 4y 605 b Oroe. 758 b `1946 b WA WA 705 to WA 790 its WA WA Na 1022 b 50 132703 16Its MULLION.IT WILL YIELD A MINIMUM ANCHOR
4ArCrM Qr Ml..O.C.1(2)213 Avecips 70903 70003 6501. 1550540 10Mb o No to WA 760Im 746IN .rob 15/2940 052 M, 6661. 17201. CAPACITY WHICH MAY BE USED TO QUALIFY By
6Arc hen®9'052.O.0({2)235 ArgbCg4/F10 6) 11701. 117011. 10201. 2340 b 26"b n 1101. I IVA [140" I mas sm Its "Re 14221. 1327171 165025 ADDITIONAL ANCHOR OPTIONS FROM THE mlami-V�uae Product Control
3ArchM 1.34-Wn.O.C.(ACIP,W0 125'.43.ffla 7) Na WA NU WA MIA NA 1113 _ WA WA WA WA NIA Na WA OT.f ANCHOR CAPACITY TABLE.
SAM"@06'd"MI.O.C.l U4-'Ip,We 126'ANual ffI OI Na WA NIA Na NM Na WA WA WA Nb WA NN 1140 WA 2I b
2Amfors®26r1/1n OC.rFCNp(Fl¢.0} S70b 370934 31605 7439. 712. NAA 205 an I WA 905102WA 4101. NM__ 31105 4421. 660 Its
SAnct0r1 171'M910C/'[7 17ki 107 4QeS 625105 370b 0739. WA Na 35121 WA 390. NM WA AA 611191 664106 8401.
NOTE:POR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
a CIRCLED VALUES ARG USED IN THE F>CM4PLE ON SHEET 24.
FIGURE it FIGURE 2: FIGURE 3: FIGURE 4: _
• • • • -- • • • TABLE NOTES: -2'000
it
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SCE SHEETS 2-4 FOR NY LYN*
• • • • • GENERAL INSTALLATION METHODS. NN`� Q iA'
vGENg4p �
FIGURE 6: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ''
• • • • • • • • 3)MULLION AND MULLION IPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 1 O BE DRILLED IN '.250' 4000' * ���
Cl _
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON St1EETS 21-21 FIGURES St10W SUGGESTED,APPROXIMATE HOLE
• • LOCATIONS.
is
FIGURE 7: FIGURES: FIGURE W FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOL LOWAND GROUT-FILLEO CONCRETEBLOCK UNIT
• •e • • (FIGURES 530) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ��lCS1 ''.��RIDi`,,•'G
® m • • MUST BE USED ALUMINUM SHALL BE 506375 AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(15 2-X 4'lc 25'MULLION �i'Aly s/0NAL'e\,\
IN PAIRS,
ILL pN�-I GAUGE).STRUCTURAL STEEL.TO BE AT LEAST. THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.010 3 612 ANCHORS INTO WOOD MAY BE STEEL,184 S.S.OR 410 S.S. A.Ll)1(IIV MiL4Jt12,P.E.
EA
FL P.E.N 88705
TABLE 13A
-.. -. - ------ Mullion Capacity Table IbaA71 • n
Opening Width(for vartr45y-lpemino rmllions)or Opening Height(for tmimrtalyspe rg muft 0) �i $
So In 6C In 701n 80 in Kin 1001. 179 W 1401n 1601. �
R-Wag. T:,p'Td.%. p.�t.10u• 71.PrD V. R•.tmp6ar T.WTH S. Reda+g.ter T7.1ITden9. R dl ng f. TrepT"19. We.n0lar TtaprM.rq. Ranimolr Tnp771feN. 1md•n9dr Tn41RA.rry. Rmt ngal• 7hp/Tderp.
2x 6x.26 Laalnn L..d.a La•dn0 Lo•dna L..ft lo.dna L-dna L-dn9 L••dn0 Lcwlg L-dna L.Wlg lo•dn0 Lwdn/ U.&V 1ndn0 Lowes L4fq
Alum.Tubs a P r r p• ,r_ F r _ -_- r r rr. z• r r p r r - g i r eY
a.. a 0., o -a.- a- a.• 0- a- a- a-,
illu9bn � s 3� 8 gg a� a a a as 8 ri
fi� SB Y 4S 3� 7� o � 3 aT� 8� d d u"g $� SS fi$ 646 �2 a a U
J In
42M 170.11 820 170.0 435 170.0 744 1700 478 170.0 05 1100 506 170.0 992 170.0 519 170.0 1110 170.0 021 170.0 1240 170.0 527 170.0 14811 170.0 521 170.0 1736 •170.0 521 170.0 2963 170A 621
2
48 in 1701 706 170.0 521 170.0 am 170.0 664 170.0 992 IMM 00 170.0 1133 IMA eel 1700 1276 17x0 077 170.0 1477 170.0 680 IM.0 1700 170.0 600 170.0 1953 170.0 ON 170.0 2263 170.0 Geo W J co
N D co
50.6701. 170.1 717 170.0 50.1 170.0 596 170.0 031 1700 1046 17¢0 661 170.0 1196 170.0 713 170.0 1313 1700 707 170,0 1404 170.0 756 770.0 1787 170.0 760 170.0 2092 170.0 156 170.0 2301 770-0 761 $
04 In 1748 797 170.0 612 110.0 966 170.0 191 170.0 1118 1T0.D 754 170.0 1276 14.0 1163 170.0 I4J4 7700 637 170.0 1014 170.0 650 170.0 1913 17'0.0 al 170.0 2271 170.0 681 1700 2650 1700 861 W 8
Mi. 1740 680 170.0 701 170.0 IOU 1740 769 170.0 1240 170.1 m 170.0 1417 170.0 014 170.0 1504 170.0 966 17MU 1771 170.0 1017 1700 2126 110.0 1013 110.0 2471 170.0 1053 170.0 2073 170.0 1087 H=- LU
63M 1701 030 17o 745 170.0 1110 IM.0 050 170.0 1302 1711 W 170.0 1406 170.0 1015 170.0 1673 170.0 1076 170.0 1059 170.0 1122 110.0 2231 170.0 1189 170.0 2603 170.0 1171 1704 2075 170.D Itr1 � Z
861. 170.0 694 tj
1701 7" 170.0 1169 170.0 903 170.0 1364 17¢0 1002 170.0 ISM 170.0 IMM 170.0 1753 170.0 1165 170.0 1918 170.0 1210 17¢0 23A 110.0 1216 170.0 2727 170.0 1216 170.0 3117 17U 120 z D • _
721. 1700 1061 170.0 871 170.0 1270 170.0 7070 170.0 140 1740 1170 170.0 1700 1700 1228 170.0 1913 '700 1315 170.0 2125 170.0 1367 110.0 2530 170.0 NM 170.0 2975 170.0 1320 170.0 6400 170.0 1530 w U g U
a
70717 170-0 1fII 1700 937 1700 1H8 770.0 1070 170.0 1370 17¢0 1170 170.0 1704 170.0 1372 17LO 2019 170.0 1421 170.0 2243 170.0 150 170.0 202 170.0 1610 170.0 3140 170.0 16M 170.0 350 170.0 170 K J d Z
701. 1700 1151 170.0 707 170.0 1361 770.0 1116 170.0 1611 170.0 1250 110.0 160. 170.0 1309 110.0 2072 170.0 1474 170.0 7302 170.0 1504 170.0 2703 170.0 1700 170.0 3223 170.0 1777 170.0 3663 170.0 170 j Q n
J �
9061 170-0 1321 170.0 1104 170.0 1544 170.0 1375 110.0 ISM 17¢0 1491 170.0 2125 Dal! 1663 170.0 Mill 170.0 1193 1704 2656 170.0 1918 170.0 3170 170.0 2125 150.0 3413 170.0 2273 1308 7413 170.0 2]8f Z Z Q ���VV 0.7
Nb 17U 1417 1708 1172 170.0 17M 170.0 1311 170.0 1963 170.0 1022 170.0 2207 170.0 1794 170.0 2850 170.0 1632 170.0 2833 170.0 2095 1M.0 7119 170.0 27]6 131.1 310 10.0 3170 120.0 770 136.1 2120 (~9 � � Z}9 c3 g
10 h 170.0 ISM 1700 140 Ina 1916 170.0 1647 170.0 2231 17L0 18T8 170.0 2550 170.0 2075 164.8 2781 170.0 2271 148.3 2181 161.9 2333 123.8 2781 140.4 2261 t0.0 2701 115.9 2234 92.7 2781 118.0 2190 0. in N S o 5
11170 170.0 1071 110.0 1454 170.0 1906 1704 1700 170.0 2293 170.0 1032 170.0 2121 179.0 2140 151.8 20.72 1623 2243 136.6 2832 1464 2216 113.0 2612 126.4 2180 97.11 1031 1 t5.1 2178 85.4 2877 109.3 200 � X 3C Y
1201. 1706 1771 170.0 150 170.0 2125 170.0 109 154.4 229 1S¢D teat 135.1 7782 141.4 1964 120.1 2262 1271 100 170.1 2262 1fal 1015 901 2252 99.6 1872 172 2252 60.D 1931 67.1 2292 81.4 1806 B H X to N
144 in 125.1 150 -two 1415 105.3 100 laat 1425 0.4 1564 Ms 1407 78.2 i 1564 1A7 1390 8th 1664 723 134 R.0 101 10.7 1358 9221 1604 55.0 1330 70.7 1561 6491 1303 30.1 tsel 441 1253 2Q N Q O O
Z
as ."' cj)
TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: _�..pp r O
AaehorCa c Table p g O it
s.msr• _ 2.11,caner. 35k C.I.I HoimCMU Flre pa pr wad Uew (DP_)X/AI'ICHC4i a,---
AP.,,,,. ,\.ANCHOR CAP_
Y16'El.o 114'68EI. Ue'Elco 114^650. 8109769 St23br1 #12 Sled IMULLIONC ,---,,�,
Amha Typn: 3M8'EWO Ubeem 1,41 Eke Uhlman YIB^Eko LlBe.on U4•Ebo 311.640. PRODUCT REVISED
AnchorCRp PadOms Gtracm Ap0e001or lara.on A99Kidar 81104(63!)907 p7) SuawfOsl USE THIS FORMULA TO OBTAIN Ti IE'ANG IDR ascomet in with the Florida
Eapl O.ta.e(nt 1' 2•Irr 11 2-1? 3-Ur t' 2.Irr 1• 2.1(r T 3.17• r 0.01 0.57 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Building Code
Eteb.d•.nl(1.� 1.3x4• 1-3x1 1.369 lar r mw 1.114' 1-114' I.1N• i•'4^ 1.97 -r 106• 1.7.• -W. ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630.01
7An.ncn®4.76.1117. .4 arasd ctp Gig.laze Sand 790 Ee 470351 0035 tailo• 27035 26035 754 roc uO Y. 3744. W/6. Y46M 3411" 442 a. 500 b. OPENING,WHEN R IS LOWER THAN THE MUM LION Expiration Date 05126!2021
4An.nm04.84rMh 4C IS1f1AWI)r0$•OCNP(FOL 31 7601. 76035 900 V. 1700 rob 3232 ft 540 fa 57035 706 c. 14904. 7481m 127235 1602135 0024. 605 Ile 11204. CAPACITY(FROM THE TABLE)OF THE SELECTED
8Amhm®1.Fl-khO,a/SOtdadiorObet)Clip f45 t1801m 1400 lb. 1010.4 25954• WA WA mite WA 106535 WA WA WA 13634. 17709. 22404• MULLION.IT WILL YIELD AM INIMUM ANCHOR By
4 AMhms Or Min o.c.f III)wAmb ctpe I Fo.61 mbs 76035 6804. 15606. lava 54066 am be WA 7601. 7481. asob 16/218. 61235163 dr 11201. CAPACITY WHICH MAY BE USED TO QUALIFY Mlsml-delle 9
Control
8An.h-O r 701.O.C.I R)b5 A.a•CJpe I ft.59 1500170 156018. 1350169 31704. 57971. 111808. 112D Me WA •5204• 14966._ 170 ea 3704111. 136335 17rob 22464. ADDITIONAL ANCIIOR OPTIONS FROM THE
12 Asha•Q 1.5'Mtn O.0/a)210 Mea CIP/(FID 7I: 1660135 2100 10. 14401. 3190 Me WA WA I 1370 The WA 150018. WA WA WA 2065 b 3070 8. 3350 M ANCHOR CAPACITY TABLE.
4 Arahon 01.34'WA 0.41 UCIP•Mo.1X•Mm.619 d) WA WA WA WA WA WA WA WA WA WA j WA WA WA NM 1430 IN
8 Archm(10.64'Mh.O.0 I UCap,pip.IV WA WA WA WA WA WA WA WA WA WA WA _ WA WA WA 20135 �_LON._•-I
2Ano0m 414.04'Mn.O.0/F-Cp F0.1% 71035 3004. 45070 0001. tele la 27035 V.
364•• 740 a• 3711892 83535 9444 3414._ 4424. Saob
1 A.chm 1.71'Mh.O.0/F-Op 0111: MOO. 70D 4 M ft. S 1296170 WA WA {704. WA L136e WA NA WA 16235 603411 1120492 250•
NOTE FOR THE OFFSET CIDP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• ANY LY/v/v '�•,�
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��\,�`N
• • • 8.000• ?'..•' 1?CENSF'•.((�%
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SI IEETS Q' '•,
• • • • • . t • 21-23. HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON NO.58705
FrGtFE S: FIGURE6 FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE
• • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED xl
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 63ES
90.WOOD SHALL BE PRESSURE-TREATED O,�•. SATE �:•(�
• • • • • • • • 701157 BE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063.75 AND BEA MINIMUM OF.125' % '•.!°<pg10P•,•• ��`�
• • • • • • • • USED IN THICK.STEEL s ruDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO �isS�O'••--• -ANG\��
PAIRS BE AT LEAST.1251 THICK AND A36.ALL ANCHORS INTO METAI.SHALL EXTEND AT LEAST 3 SCREW 2'X 8'X.25'
A.LNWry�(�hHi�•,�P.E.
THREADS BEYOND THE MATERIAL.#10 81012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE 14A _
Mullion Ca ac Tabl sStT
Opening Width(for wNcalIi sparing mulione)or Opening Height(for horizor1aly-spornrlg mullions) d
501n 601n 70 in 501. BOW 1001n 170 In 140 In 160 in -.
ReclaeuW himp7d q. R-UMq ,, irapTriaro Reaanpule Tr raft q. Re 2rp�u, rraphd.4 Rechnpler 1rayTYr¢ Rectr�pWer Tnp/inarq Rctxquls TnvTr'sy RedapJo lra(f7dvi0 Rxblp/ar ToyiMryy
1.26"k 2.11" Ledrq Losakp Loa01ry1 LuadIN Lotoleq Lodrq Lca N LoWln0 tcedkq LaOarq Loadhq Lor*M L.aOonp LoodrtO L4adep L095kq L.Wkq _lo4Ary
t.126'Alam
Yubowim
42h 1442 526 1670 426 1702 SW 140.9 419 1010 526 1388 414 WI 376 1346 411 80.1 628 134.1 411 721 525 1341 411 SO 676 136.1 411 61.6 we 134.1 411 461 Sib 134.1 411 H � _
48h wS 403 1000 173 10.6 400 947 327 69.0 407 60.4 170 654 403 01.4 317 67.7 403 781 315 492 403 756 314 40.3 453 76.6 314 37.5 403 76.0 3N 30.2 403 756 314 W J
K U)
50.4126 in 02.7 182 91.0 301 60,8 703 78.3 294 508 352 71.9 99 51.5 302 872 266 46.7 362 64.8 2M 41.2 382 US 287 343 152 83.6 283 29.4 362 US 207 25.7 30 626 703 � � LL� I='•
54h 57.1 7N 71.1 201 66.0 ]11 6l2 201 456 ]10 57.7 268 414 315 666 267 37.7 Val 60.6 200 A9 318 496 249 283 318 49.1 240 24.2 316 49.1 240 21.2 310 40.1 240 LU
to
all 48.6 756 63.1 210 41.2 256 467 214 M3 258 487 210 250 268 977 2W 27.5 268 34.9 261 247 2511 314 203 206 256 322 271 17.7 260 322 201 166 250 37.2 201 LTJ m
W h 427 234 45.0 Me We 234 391 187 30.5 234 34,7 192 m7 234 31.6 169 211 274 20. 165 21.4 234 290 1M 17.8 234 26.8 103 113 234 265 1a 13.4 211 2.5 183 � � LLI Z
05n 372 217 31.4 183 ]1.0 213 317 179 265 211 207 170 212 213 2rA 173 206 213 211 170 190 213 717 189 115 217 22.2 157 117 213 22.0 146 11.0 213 220 105 � Z tn1 m =
72h 28.8 179 381 165 21e 179 25.8 152 204 179 22.6 149 17.9 179 203 147 169 179 1S.7 146 W J V
74 h 34.3 101 23.4 140 20 7 101 21.0 137 174 161 180 136 162 161 170 19 pC J Q
To In 72.6 ISi 215 133 11.8 1 162 I 189 131 161 162 17.5 178 Q tO
Z r Q C
TABLE 148 AnchorC6peelly Table • --_ ANCHOR CANCHOR CAP.APACITY S MENi FORMULA: o F X Z
6rDInlim 2.7kCornett 35kcmt mom.cMU Filed Cmu PT WOW Mita (DP_)X )eANCHOR CAP_ 1 - �l iic)
5/16-Et0 1/r SS Eko 6M•Eko yr 64 Eko Y10 Stag Yt76te6 M254rr1
MULLION CAP.,••„n•,e r.
AreMr Tree 918-Eto l6kKon Vr BeOuxm 1116•EteUN6t411 1N'Eko U0lcm o W fV 1
Anchor CEP Petlems U1rem _ A0gc0014r utram App ila"w Stec(G6)!crow Icy fuer Lo57 USE THIS FORMULA TO OBTAIN THE*ANCHOR r x Y
EMe nturc6(hT r 11Yt' 1• tart 31ro• I• 2,l&W P aV2• 2• 3.1x6• 7 041• 0.M• 0.324- CAPACITY REQUIRED-CORRESPONDING TO AN p h
E5o em Ina lair w.4.- larr wr 7 1-vr 1-Yr ta/r- 1-v{• 1•v1• 1-vr z +•]ro- 13•C ates ACTUAL PRESSURE REQUIREMENT FOR THE U N Q
4 An W.Zjr Nti o c r 2l 2115Argx LIPS r q 71016c 760 e4 660101 tsq of 1006 tta 540 d wA 769 m 71181a ae6 w tm2 e1 662 w 565 m 1d1:UOS OPENING,WHEN R IS LOWER THAN THE MULLION _ Q Z O Q
CAPACITY(FROM THE TABLE)OF THE SELECTED g O-e .0
MULLION.R WILL YIELD AMINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRODUCT REVISED
as comp)yyinwith the Florida
Building Cox
NOA-No. 17-0630.01
Pxpirnvon Date 05/26/2021
TABLE NOTES: By
Alam a ro uc ontro
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Int 286-
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 7' I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. f
FIGURE 1'
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. 2.116'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE US[D IN PAIRS. -.125- 11111!7 1/
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-F6-LED 1 � Ny L N r/
CONCRETE BLOCK UNIT(CMI)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED r ` J10,..••.•••N4f
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.12:i I •' LICENSE'•,l� �'
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04S THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT I26'X 2.11'X.12Y MULLION ••�
LEAST.125-THICK AND A36.ALL ANCHORS INTO METAL SHAD.EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL=IN MULLION) Z* NO.68705
THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. *-
=0 FATE :
NAL E�G��•
A.LvOmlilvR,P.E.
FL P.E.#58705
TABLE 15A �
Mullion Capacity Table 1beAt1 ti
Opening Width(for lethal-parring indliom)or Opening Haight(for horlm�/pamng nU0m6) g
50 in 60 in To in BO in 90 in 100 h 120 in 140 in 160 in 7 '�
RecCn994r 30P/T.•,9T•ryfa•y. R/Olanplar 7npT,rnO Rectn7lq/ar lrap'T4onp. Rect4nglar 71alYinanq. Redrrlpaar ThplAWlq Ractapolrr Tnp/TrW. R-taa7plr Tg1/lYn4 RectanpM IhyTnmp
a y1
3.26"30 Laednq Laodru Io my Laadn9 4.c.dnp Leedm L..&V Lacing L.oeding L<ad0q L,rdn9 L-OV L..Uv Loaanp Lnad179 L•adlp Ler¢rq laodn9 oa! U
DEC.AL 6• D r y p--- n k
BAY MU LL Si Y^ 3 Y 8 "' '$-• St S-. a' i ^ ' (^ .
a U
42 U 170.0 620 170.0 176 170.0 744 1700 476 170.0 909 170.0 606 +70.0 WQ 170.0 319 170.0 1115 170.0 91 170.0 1240 170.0 021 170.0 1466 170.0 621 170.0 1736 170.0 621 149.1 1740 170.0 621 W J N
0
J
441a 1704 7 I 1rile SIG 170.0 660 170.0 661 170.0 912 170.0 /00 170.0 7133 170.0 663 170.0 1276 1760 671 170.0 1417 170.0 646 1523 1522 170.0 NO 110.9 1672 170.0 660 1142 I= 1700 846
508261. 170.0 747 1704 667 170.0 606 1700 461 170.0 We 170.0 664 170.0 1116 170.0 723 170.0 1346 1700 747 164.2 1443 170.0 756 136.0 1447 170.0 766 117.3 1443 1760 746 102.6 1463 IMO 756 W 'O 3
541, 170.0 797 170.0 612 176.0 09 170.0 091 176.0 1110 171.0 764 170.0 1276 170.0 693 160.4 1333 170.0 637 144.3 1763 170.0 650 1203 1361 170.0 Mt 103.1 1393 iM0 661 90.2 IM 170.0 eel -C{ M 0 W
401 17U 4M IMI 761 170.0 IOM 17C.0 777 167.0 1216 170.0 766 1461 1210 1710 84 139.8 1218 160.0 936 110.0 12/1 19.1 926 76.4 Oil 1411 8U 815 1210 1461 917 77.1 1210 140.1 913 a I-' � t0 Z
631. 170.0 •M IMO 745 170.0 1110 IMO NO 100.2 1146 1634 OU 131A 1150 163.0 914 118.0 1150 1414 008 105.1 1150 134.2 666 67A 1150 128.7 $71 76.1 1160 1262 470 46.7 11M 1212 930 � � d S
Mh 170.4 87{ 170.0 7" 19.4 JIM 166.8 Mt 13041 1048 144A 864 114.3 1068 133.1 00 1014 1046 f23.4 070 014 104 1168 SM 762 1468 INA Qt 60.3 1040 IM.2 80 57.1 100 146.2 018 .Z v)� § V
1267 140.4 846 111.9 701 1174 846 1760 74 1M.e 846 104 731 160 IM 100.0 772 703 646 93.0 Tt2 M.4 6M 462 703 U.7 ON 792 603 50.3 M0 7'65 646 464 460 70.4 aM � 5 _J j( iZ
4 761n 110.7 746 176.1 646 0.6 146 100.4 e76 05.3 746 467 867 74.4 790 874 052 M.S 746 768 843 59.9 760 71.7 076 44 790 all 9/ 12.0 700 82.1 819 77.1 746 btd 017 y Q n
741n 7764 iM 1163 467 02.7 7.76 961 644 79.1 746 800 632 462 730 77.1 601 81.6 760 AA 462 65.1 750 637 BM 462 760 S9A 801 39.6 746 $62 546 714 746 65.3 646 Z H Q Q N
90 In 721 646 74.4 No 46.1 067 626 491 61.5 6M 46.4 483 4S.1 563 484 475 40.1 503 4.4 400 361 567 469 462 30.0- 583 30.2 462 26A 661 33.7 44 224 063 31.6 442 1- Q m Z
(� H- LU r0 co
4691 664 46 41.1 40 40.5 446 51A 436 424 495 464 427 77.1 493 38.0 QI 374 486 361 416 29.7 40 312 400 24.4 US 26.1 KO 21.2 495 20.6 391 fU 110 2LO 310 d U) � aO MOD
10107 41.7 'M 424 363 34.8 391 30.6 34 a.8 391 31.1 342 26.1 391 27.4 337 212 3.1 24.9 113 20.6 301 228 320 17.1 311 19.7 321 114 391 174 635 W (D -2i
III In 38.4 346 397 3m 32.0 310 33.0 330 27.6 370 266 725 21.0 746 263 320 214 370 224 310 10.2 370 209 312 160 370 161 303 a wO N
IM
MA 317 304 766 237 311 x70 246 TL7 317 229 246 19.0 317 164 276 ILI 317 ITo 277 Q M Q O 0
w In 17A 220 17.8 246 4 Z 6.0
40
to
TABLE 7 ANCHOR CAPACITY ADJUSTMENT FORMULA: O0
Mehor Ca cl Table Obs) ANCHOR
___ SOEavala _ 2.70 GmrN_• 3.5k Can,. Ndo.CMU F.IdC14U PTWmd M.W (DP-)X ANCHOR CAP.,,,
5716'Ek6 114"38 Ewa Slid'U60I IssElod noses ntsleN 9120710 MULLIONCAP.,,e,,,,,, PRODUCT REVISED
Am11or Type: 3110 Eno 1M.- 146'Euo UO.cm 016-Ewa ul0uan 163•EtcO UIOCW as[omPlying with the Florida
Anch or CUp Patterns mon Aa9s04br Wracon AOpe0elc 6uaw(W)screw(W) 9nraw(G5) USE THIS FORMULA 70 OBTAIN THE'ANCHOR Suliding Cod•
Edge Dstnce 467 1• 2.V2- r 2-1/7- 7•vb• 1• 2.1& 1• 2-Im r 3a/6- r 0.48' 0.54- 6.324• CAPACITY REQUIRED"CORRESPONDING TO AN NOA-630. 17-0630.01
6n0ain•t 463 7.374• la/1" Ian' ia/r r 1-vr 1.7746 /-w• t-7163 1.774• t-vr r t-s2• 1-are- was ACTUAL PRESSURE REQUIREMENT FOR THE
2A.df %II 10C/R)2,SAnpe Clea l(r14.17 35010 746W 47010 Blom 170010 2706. 291. 351 7410 37410 7200. 46 br 34710 42 nn 560 b. OPENING,WHEN IT IS LOWER THAN THE MU LION Expiration Date 05/26/2021
4 Armon @ 7.S M!.OL.f 93)7,5_A&
Cep.1(FiO.21 7 0 Da 7M 2. 7M Is 1670 Ile x026 6. 3106. 546 6. WA 112060 745 m 660 and A92 Er 662 6. 665 IM 1120 6. CAPACITY(FROM THE TABLE)OF THE SELECTED 6
6 Aamlae W 271.461.D.C./12)Z5 Arny4 CSpe/w9.37 I+zo I7>z 1120Ibr 95610 2246 iw 22516. WA W r. WA 1059106 WA 1720 rbr IVA 10226. 1727 10 15MIb4 ML6.LICNN.IT WILL YIELD A MINIMUM ANCHOR Y
Miam
CAPACITY WHICH MAY BE USED TO QUALIFY D • ro cet ontro
ADDITIONAL ANCHOR OPT IONS FROM THE
ANCHOR CAPACITY TABLE
FIGURE 1: ---
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
E-1
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALI OWABLE.
.125''
E__
3)LESMULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 1-23. ��SON Ny• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �a.--'.1.lOENSF z
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. :• •(<`� ,
4)SUBSTRATES:CONCRETE SHALL CONFORM TOAD 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' * No.56705 -
FIG URE 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 606376 AND BEA MINIMUM OF.125"
• e • THICK STEEL STUDS TO BEA MIMMUM GRADE 33 ANU.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEATp a
E
O STAT
LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND MULLION :T •.-•
• •
Tl IE MATERIAL.610 6 9312 ANCHORS INTO WOOD MAY BE STEEL,18-0 S.S.OR 410 S.S. %(�31 •.F4 ORIOH,.
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAS. ,;�NAL EN��`�
A.LYI,N�I�AILLER.P.E.
IR
FL P.E.#587D5
TABLE 16A
Mullion Capacity Table b$fit A �
Opening Width(for mnica"pOMry mulions)or Opening Haight(tor hon2orea*sparrini;m(Abrn) r d
I SO in m in 70 In 30 h 90 it 100 in 1 120 N 140 in too IN '3
4
A mbng4ar TnWTdanp. Rt!dU fw TWTmng Rectan011r PAPTrLTa. Recbn04ar TrWTrlang. Rectanour TnWTdarp. Rschr96r MWIdeng. IOtw9hat TeWTdrl9. Reetrpder Trodrdan0. Redarger T14WTd.nc.
3.76"46 L.*" t.oedng Leeft Ioadng Landlm LoedrO Lmdng Lowing Loading L.M g Laadn9 L-foli Lne&p L. Lc.dng Loading Wading W.dng cY u
DEG.AL r r r a a - �• _ g a a _ L L t r .. ', _
BAY MU LL p^ 9°9 a ■ ggg■ y§ pp o Sg s- �yp7 Yg_ tt $@Q f �y$• ! a., t ytLn
RE 6 � i �C0 i3 "- P A6 O 6� C tSe UE Q� aE ggd g N
A da da �e V
$ 5F Eta R$ g 65 6� isi 82r - 6.0 S cIT
m Fie � g 1 1 - B o W
421n 170.0 620 170.0 435 170.0 744 170.0 476 170.0 No 170.0 SOS 1700 007 1 170A Sig 170.0 1116 40.0 1 571 1700 1240 1701) 521 170.0 1401 1790 311 170.0 1735 170.0 521 124.3 1671 1700 521 J =
J
48% 1700 706 170.0 a24 170.0 ED 17as 684 Inv 247. 1700 630 170.0 1133 170.0 NI f790 1275 170.0 677 t70A 1417 170.6 ON 167.7 1437 170.4 9 140.3 1037 170.0 S90 1221 1037 170.0 BU to
MS25 h170.0 747 1 170.0 1 5113 170.4 ON 17x0 1 031 t70.0 1010 1700 681 170.0 1195 170.0 727 IND 1345 170.0 1 747 170.0 1414 f 1791 1 750 147.11 1562 170.0 1 756 126.1 1551 170.0 756 110.4 ISM 170.0 766 � � I
59 In 1790 711 1)0.0 912 110.0 158 170.0 011 1790 1118 170.0 754 170.0 1275 170.0 907 1190 1431 170.0 537 1552 1456 1700 856 1297 1456 170.0 241 110.6 1455 170.0 241 97.0 1455 1700 NI C DO W
00r 170.0 685 1700 Ml 170.0 1063 t7O.0 797 1700 1240 170.0 676 157.1 1300 170.0 044 131.7 130D 170.0 No 125.7 1300 1516 994 104.4 1309 157.1 OR NA 1309 157.1 082 73.4 13M 167.1 952 t0 LD
631. 170.0 W 170.0 745 170.0 1116 170.0 VA 152.9 1247 1700 940 142.5 Ian 161.5 am 1193 124 1518 m 114.0 1247 144.3 162 95.0 1247 1792 905 51.4 1217 135.7 935 71.1 1247 135.7 039 ? Lu
564 170.0 074 170.0 Mg 170.0 1189 170.0 907 1494 1190 1431 NS 129.9 1100 1479 896 1194 1190 135.5 095 103A 1190 1264 244 NA 1724 1101 246 742 1fall 116.1 107 84.1 1190 116.1 803 Z co 2 } _
p72 in 1611 WIC 1698 977 134.7 1010 IMA 854 11S4 1010 1272 842 101.6 lite 114.7 NO NS 1010 105.0 M7 60.6 1010 NJ 907 673 1010 901 7N 67.7 1010 87.8 700 60.5 1010 07.7 724 pul j J' �
J 761n 137.4 NO 143.5 767 1 W 246 12LO 7M Bel ON 107.1 Mt a5.9 624 242 749 76.3 gig 24.2 736 24.7 00 US 720 573 900 74.1 716 49.1 008 71.2 710 42A 906 70.0 7C6 ,y, Q �
M in 127.1 241 1326 754 105.2 Ni 112.5 738 90.8 241 086 725 M.4 Ni 0.5 713 M.6 Sol 51.0 703 03.8 Nt 754 894 530 881 24.1 Sal 45.4 681 54.5 475 39.7 247 63.7 672 Z 1- Q Q
W In 627 840 414 57412LI
t36429.4
661 SO./ 616 67.1 554 St.? 624 50.1 643 40.0 646 30.9 537 41.4 60 47.0 530 XS 616 415 Sig 29.S 614 382 511 25.0 a16 361' 507
N �
NY 4512 116 70.1 $00 424 467 566 S1.4 491 416 50 45.11 487 370 iSdS 361 t 33.4 459 24.3 No 30.5 432 21.3 NO 28.7 H7 R - ' I !O 'INh 472 449 19.0 405 390 712 440 35.7 703 20.9 440 31.7 761 240 i5011
49 26.1 22.7 324 17.1 110 20.4 301 15.0 449 ISA 356 W (:� 8III In 44.1 426 46.0 324 370 313 425 7126 377 271 qb 10.1 789 911 18 2/A 20.7 324 16.8 425 IA4 343 O co
114 h 740 101 S.D 331 376 240 701 251 371 21.1 324 72.1 717 114 K 161 Q a Q O 0
141 h 202 233 20.1 133 770 d Z pn 1n
TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA. It x
Anchor Ca aIty Table Obal
su-tale. t.Tk tknere(o ask cont. Ho1wc11u raw clw Wood t44w_ (pp.)X(!HOR CAP.,._ ANCHOR CAP_
1110*EM 174'89 Eke Y10-Ebo 1N.dC#AU 91osr.1 n2s1.a ii2sleel `MULLION CAP.-,_ PRODUCT REVISED
Anchor CAP Patterns Ancror typo. v16'Eko Ultn.con tH•Ek.l3traeal Ubcan LI6'fk.uoeeon t/4'Ekn Uleeom � .400.0411 saw(05)a.-(as) 4uw(G5) USE THIS FORMUTA TO OBTAIN THE*ANCHOR as complying with the Florida
Ed Dslin-MY t' 2-1R' 1' 2.1? 3.118'_ 1' 2-Ur 1• 2.2' r 31/0' r 0.46• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Bonding Coda
ce NOA-No. 17-0630.01
F.m11Mm.M(h):- 1.3/4• 1-v4• 1124' 1JM• r 1-1/4' 1•+24' 1-124• 1.124' 1.124' FV4' r tyre' la/6' wdee ACTU/LL.PRESSURE REQUIREMENT FOR THE ----- --
2Aeehas 05'Na+O.C.1(2)2%5Angb Cps/ffb.t3 3601. 360 be 45089 880 be 1700 2Mu 2807W 354- 740 �V-U- T201b4 90 as 341- 442lbe SOD Ioa OPENING,WHEN IT IS LOWER THAN THE MULION Expiration Date 05/26/2021
4 Arehoa 90 3 S Olin O.0 I(2)2%5 Antse Cape/010.23 7So Ds 710 Inc MO W 1670111. 2525 h Sia I- 50010% I:IA 11201- 1- M Ite IN21- 243 Ae ae58x I USbeCAPACITY(FROM THE TABLE)OF THE SELECTED
4Annon 171'Min O.0 I(2)215Aa91eCl;e/ft.3): 11201- 1120 lea 250 to 22464. 2254 W NIA 8401- wA 10591- A Ino be WA 1002 b. i3v b. 1660 eu MULLION.R WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY Mfami-Dw Product antro
ADDITIONAL ANCHOR OPTIONS FROM?11E
ANCHOR CAPACITY TABLE.
FIGURE 1:
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEE i 25 FOR INFORhL\TION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
FIGURE 2:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3)LES TO AND MULLION I CLIPS SHOWN ARE NOT IM SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 1-.3. Jta NY LYAJn/,7�
� • • •
HOLES 70 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. .125'--� --45'---�` `` �.•••••••., �
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.`.•• t,ICEN,gF •, '
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-F"1ED 3.250' *; No.58705
FIGURE 3. CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED _ •; *_
r a • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063•T5AND BE A MINIMUM OF.125' •O •� -
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45•BAY �`• �' =
LEAST.125'THICK AND 038.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND LtULLION
AT �`
THE MATERIAL 010 8 012 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. T <(/\
ANGLE CLIP(FIGURES I-3;MUST BE USED IN PAIRS. i777S�ONq�ENG
A.6NIII LEA.P.E.
FL P.E.O 58705
-1 1.Oc0" -1 1.000' f-- 1-1000•-I l-1250"-1 -
y 1.000• �••-- -y 1.aoo• ��--1.z6s•-� �
I ..25• - .125•
1 r
1 .125' .125' 2.750" 2.750" .125" 3.125a�r"
5• 3.188• I o�xY
Eel
7.000' 2.0100' i r285 2.1116U.900*
.126' CNI
a U
--- 376 _ 610• r x.125ONT I � w J fp
I"h 2'X.126"MULLION VX2"X.375"MULLON 1•X2.75"X.375'MULLION 1'X 2.75•X65'0'UULLION 1"X 3.125"X.S"MULLION 12T 3.188"X.285"MULLION 1.26"X 2.11'X.125'MUWON It: U
5703-TB ALUM. 6083-T6 ALUM. 6063.76 ALUM. 6083-T6 ALUM. 8063-T6 ALUM. 8063-TB ALUM. BOBJ•T8 ALUM. y Q & 2
X-SECTION X-SECTION XSECTION XSECTICN X-SECTION X-SECTION XSECTION UJ �Q F-"
126 126• m 2 t� coLU
~ --1- 125" O
~ I TABLE A j T InLU
STANDARD CLIP I IL
ANGLE CLIP Z U
2 000' 6063-Te ALUM. 2 1�, 3 T6 ALUM. Dlmendon Valu.pn) For Mullion: WxSECTION U-CLIP 2, -SECTION A 1.625 IE "=.1 Z6063-78TION 1•X 7 X.125" N Q J I.
X•SECTION '123' B 2'854 Alum Z U Q m
C 0.896 Tube MullionI- Z N r-
• .�I I D 0.740 a ~ Q: o`o
A 1.125 ,. 2 d 8
__ B 2.404 1'X2'X.375' N W O
Aluminum
5.500' CUT HERE TO _.375" C 0.835 H -� N
.375" -- Of
A126'-')_CREATE F[1W,SEE MW. - 5• +-� Tube Mullion 3
MIN. r DETAIL F.SHEET 4 F ��--- .375 MIN. Fes•• D 0.490 U' Q.. Z Q Q
.338'MIN. A 1.875 �� m0
r-------� r-------� r----------------- B 3.000 1'X2.76'•X
a�
1 1 1 1 I A A I U-CLP A 1-----�-_-- .375 Alumin L)
L- -_--_J L-------J 806}T8 ALUM. �� �---�_--__--_-_-_ 2X5 ANGLE CLIP C 0.757
TowlEw 8053-T6 ALUM. D 1.118 Tube Mullion REVISED
TOPVIEW as comp)yIng with tho Florida
[. STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 _ Culiding Code
0063-T6 ALUM. _DASHED BOUNDARY.SEE SHEETS 616 FOR THE 1 X2.75"X HOA-No. 17-0630.01
CENTER OF ANCrIOR HOLE MUST UE TOPVIEV! CENTER OF ANCHOR ANCHOR O C.DISTANCE.MAXIMUM ANCHOR B _ 3'� 8 `
WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE
SHEETS 5.17 FOR THE MICHIOR D.0MOLE DIAMETER:ANCHOR DIAMETER 1/18'. C 0.478 Aluminum Expiration Date 05/28/2021
. l-- WITHIN THE DASHED Tube Mullion
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE D 0.638 W__
DIAMETER:ANCHOR DIAAAETER•1l18'. SHEETS
ANCHOR OCFOR THE TABLES A 2000 Mlam ro ue ontroT
DISTANCE.MAXIMUM -- B 2.837 1"X3.126"X
ANCHOR HOLE Mull Dimension sheet PGT PeRA .SW Alum
5.500" 375• DIAMETER:ANCHOR ( MulllOn Std.Clip OffaetClip LlCllp MgleCllp C 0•� Tube Mull
X78• MIN. DIAMETER 1118", -- --- D 1.137
MM. 1"XZ'X.125'(5) 66605 666113M 6681118M 666243M 666511 M A 2.625
r-_._ _-----T___-------_-
1"X Z"X.375'(6) 666006 666114M 6661119M 666244M 666512M B 3.262 1.25'X 3.188
1"X2.76'X.375'(7) 66607 666115M 6661120AA 668245M 666513M C D.862 XTbe Mullin
B 1"X2.75'X.660"(8) 66606 66611 SM 6661121M 666246M 666514M ffA
1.762
1'X3.125'X.500 66837M 88811 IGM W01114M %6242M 665515M 1.28°X 2.11' x��xt Y LYIy
I I I (9) .121•Alum �%,�1j,ON.......h'�/ %.
1.26"X3.166"X.266"(12) w"IM 6661117M 081113M 666241M S6651SM 1.813 `� �`::.•�w�N��.•��''
_ Tube Mull �T
1.26-X2.11-X.125-(1 B) 69370 WA WA ?;A7 666517M *: lip,56706
ITIT"FFSET CLIP NOTES:
•1.�. 8083-T6 ALUM.
TOPVIEw 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
.74(' CC ''•FiORIOP•.•'G�t'�:
2)SEE SHEETS 5-9.126 18 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. S
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. s/ N \.
A.LN '00
'FL P.E:t�8705`
1.000" r-- -'j 1.000" f.•-- jt
5+1.067'-1^I - 740' Q
--- --- .003•-- L. .318.5" @ i6
.082• I U
125" I-.126"062" 1ALU
4.000"1"- I .125"STANDARD CLIP 21'•15" 2� 2X6 ANGLE CLIP4.000' 4• 2.825" 2•�" t 8083-78 ALUMU•CLWI X•SECTION I 6063
-SECTION --.125`
6063-T6 T'.. N
.126" I- X-SECTION
O Ul
i .125 _ W
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 3 N
125376 .156' 375. DASHED BOUNDARY.SEE SHEETS 10.20 FOR THE
ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR W m C f
HOLE DIAMETER:ANCHOR DIAMETER+1118•. _5.000`- 376' DO z � U)
X 4'X.376- 1'X 4"X.376" 6,500' Lu
MULLION MULLION T-MULLION CUT HERE TO •375"
6063-78 ALUM. 6063-T6 ALUM. 6055-T6 ALUM. .375' 3.125"-----�_CREATE F-CUP,SEE MIN.
X-SECTION XSECTpN %-SECTION MIN DETA0.F,SHEET 4 N
LJU
v crla 1.594" -1.260" .375" CENTER OF r-------- -----------i .576' ? g U
1.594"- rruac• r-- -t r------�'1 S
I t I 1 ANCHOR HOLE 1 MIN.
vrasiav
a
I t I I I MUST LIE WITHIN I D_ Z
1 I 1 I THE DASHED 1 1 � J `- .~-•
1 1 I I BOUNDARY.SEE 1 1 U `-
I 1 jI I I F SHEETS 1617 I I 0Nr
N W
2.575"� �_�- 1 I 1 --- I ^t FOR THEt I I ANCHOR O.C. I I
.100" 3.94' j i I i I F ( DISTANCE
i I m O
3.250` .100" I I 1 I ANCHOR HOLE ' 1 N
.. 0• I 1 I I 1 1 1
DIAMETER: I ' 1= 3
.IDD" l ______J L._______J ANCHOR l__________________.___J U �i
.100^ I DIAMETER+inO•. d y
_ 2X6 ANGLE CLW
.820"I 624' rL STANDARD CLIP U-CLW 80TOPVIEUM.CENTEROFANCHOR HOLE MUST LIE 6W3-T6 ALUM. 6083-76 ALUM. TDPVIEw1260" - -� TOPMEW TDPVIEW
--1 .820' 1^ --WITHINTIIEDASHEDBOUNDARY.SEE PRODUCT REVISED
125"X 3.26'X.100' 1.26•X 3.25"X.624' 1.25^X 3.94"X•624• SHEETS 10-17 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. as Compty ht�with the Florida
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mulllon: Dimension Value(In) For Muillon: Bltlldhg Coda
6005.76 ALUM. 6006.76 ALUM 6005.75 ALUM. DIAMETER:ANCHOR DIAMETER+Ill W. 1 X F 1,938 t. X3.25 HOA-No. 17.0630.01
F 3.687 X-SECTION X•SECTION X-SECTION
O 1.000 .126' G 1.500 X.024' Expiration Dale 05/26/2021
5.500" 2880 Alumitnsn H 1 A38 ANanlrxm
I------�-3.9W" I 3.000 Tuba Mullbn 1 2.250 Tube X 3 94* B2�
2,681"- 12 126' MIN. ,375' F 3.187 1°X4'X F 2.1125 1.25'X 3.04" Mio • aot ontro
J 1.877 I MW. 0 0.757 .375" 0 1.125 X.824'
1.377
_ -- --- --___ H 2430 Alunbwm H 1.500 Aluminon
I I r__ I I I 2.450 Tube MuBbn
�- 3.000 Tube 8"T'
I 1 1 I F 2280 1.26'X 3.25' F 2.813 30'Be Mul
0.750 X.700" F 2.875 IS•B Md
.125• .12S 45• 2.250" i i I i i I H 1,50D Alunitllm
I 1 I I 1 3.250 Tuba MWbn d
30.1 I I i I i H i ui 1\11111 N17j
TABLE D
3.2'x"46'BAY MULLID 3.260' J I J Mull Dimenelon POT►arta `���. /�l�i'i��i
30•BAY MU.LION 6063.76 ALUM
806378 ALUM. 1 X-SECTION ("at D) Mulilon Std.Clip Offrrt Cllp U-Clip Angle Clip 'n' ?�.'•U'EN@F'•,
X-SECTION I i"X4•X.126(10) 00354 884111M W81122M OU41M 696S16M i NO.38703
G OFFSET CLIP _ *:
1 .126' L 8083.78 ALUM t'X4•X.371`(11) 58610 686112M 6881123M 896242M 88861DM
J .228" 4--,981"-i TOPVIEW 1'X4'X.374 T(11) 66887 666112M B881123M 888242M 6BB61BM ° -
.228° �-•.987-� .740"-
NOTES• 1.23-XS,2S'X.100"(13) 20iW=12 6661127M BU1124M 6652410M 6665115M '" = 1•� 6 / [Y
1.26"X9.25"X.824`(14) 20181!20316 6861126M 8881725M B6B2441M 6683t18M '$ :�T'•. ST
T'B O ••(V��
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.28'X 3.94•X.1724"(75) 20162 W81117M USI128M 658241M 668617M ® �s•'•:c�OR101!,,•'G��`�
2)SEE SHEETS 10,11,13-16,19 8 20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3o DeDree(19) 119 WA WA WA 8066110M6��`��
45 D"Ne(20) 94851 WA wA WA 6685111 M � ''
3J SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LYNN M�LLER,P,E.
FL P.E.9 58706
TABLE E _
Mull Dimension PGT Part# S of
(shoot 0) Mulllon Sid.Clip I LI-Clip Angle Clip _ I '�f'-12`'" -1�-.126"
2'X4"X.25"(18) 66802 666261M 668271M 6668112M --If•�•125' 3
Y X 6'X.25-(17) 66804 666282M 666272M 6885113M STANDARD CLIP 1 U CL P 2X5 ANGLE CUP
2•�, I 6063.76 ALUM. FI 6063.78 ALUM. 6W3-TB ALUM. o'+`
NOTES: XSECTION 2.125• X-SECTION
2,000' %SECTION 4'
$.-
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWINO •125 125'DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 'f N W
2)SEE SHEETS 18-17 FOR SUGGESTED,APPROXIMATE 1.4 ' _- •---1.490'--•-� r _
HOLE LOCATIONS.3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. JCUT HERE TO (�--3.500"-- CREATE FLIP, 5.000• 375 W 02,OW .375" •L SEE DETAIL F. .375 .37b' -- -�MIN. M Z w
MIN. SHEET MIN. -{ O w
r------ -- -- 1---------------------1 Z g
N Z 't$j' U
4.000' I I 1 � R:
LL Z
260' 2'Xa•X3s �- -�- --- --� 3.438' + 3.438" 4 }--- --"-j- M V Q o1 01
MULLION I 1438' ; ; Ltd- z�z N
8063-TO ALUM. I I I I 6' F Q O O
%•SECTION I I I I
1 I .375' n y Z
`- ------ ------ -------� --- -- 1II_ L---------------------j MIN. S W O _
O J co co
// STANDARD CLIP LLCUP,806376 ALUM. 2X5 ANGLE CUP Q Q O
/ CENTER OF ANCHOR HOLE MUST LIE 8063.76/LLUN. ZEDOR Y X 4"MUUJON.SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 8863-TB ALUM. a Z y 0
L yyi'THIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW a 1.O y0
SHEETS 18.17 FOR THE ANCHOR O.C. SHEETS 16-17 FOR THE ANCHOR O.C. DD a'nIX
DISTANCE.MAXIMUM ANCHOR HOLECENTER OF ANCHOR HOLE MUST UE 015TANCE MAXIMUM ANCHOR HOLE U -�
DIAMETER:ANCHOR DIAMETER 1N6'. WITHIN THE GASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER.1/16'.
iuH
SHEETS 16.17 FOR THE ANCHOR O.C. PRODUCT REVISED
5.5w DISTANCE.MAXIMUM ANCHOR HOLE ae complyln with the Florikla
CUT HERE TO 61ALETER:ANCHOR DIAMETER.iM W, =MPIM.
�---2000'----1 .375 3.500'----moi CREATE FCUP. .375, S.D�" NOA-No. 174)630.01
MIN• Ir'SEE DETAIL i, MIN. .375" Expiration Dat 5/26/2021
SHEEP 4
MIN.
----- -- ------ -----'--- .376'
By
-- -- ---------------
6.000-
------------- Mia e r oc on
I I I
I I I I 1 I
I I I I
I I
I I I I I I
I 1 I I
4 668' I I I I
.250" 6.000• f -;- -T-- - i r 5.436' +---------�
i 5.438' I 6.438' � i A 1111111 '
.... ..
z•xe•xas" � 1 � I � � �� •( .••�1�N•p'•./f
0
MULLION F '•,f���
806}T6 ALUM. I I 1 I I i •,j�
XSECTION I I I '�'; No.58706 -•
I I j i •375`
--- -- -- -- L-----'---------'-----� MIN.
Qj
.250' STANDARD CLIP LFCLIP 2X5 ANGLE CUP itCs'•..ZORIDA,.•''���•
8083-T6 ALUM. 8063.76 ALUM. 8063.78 ALUM. '7�S�ONAL
TOP= USED FOR Y X 6' .SHEET 17 TOPVIEW �i
TOPVIEW A.L1lIJN ft'116,P.E.
FL P.E.#58705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4•.THE OPENING REGUIRES A DESIGN PRESSURE OF+60.0/-00.0 PSF.
NO ANCHORS IN READ 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 7Y AND THE OPENING WIDTH IS 32'+32+1".65'.RFFFTRFNCING SHFF.T 25.THE COLUMN USING pQ
---' RECTANGULAR LOADING MUST BE USED.SCAN THE 061ULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1J4'AND WILL MEET OR EXCEED THE REQUIRED •+ g
DESIGN PRESSURE OF
FENESTRA71O1 +80.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARDER SIZE AVAILABLE C! j
�--SEE SEE FROM TABLE 3A SHEET 7,THE 1'X 2.75'X375'MULLION(LENGTH"72'.OPENING WID I H c 70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD
PRODUCTS SHEETS $^
DETAILS, NOT BE SUITABLE FOR THIS APPLICATION.
APPROVAL Z3 Eo;
FROM TABLE 4A,SHEETS.THE 1'X 2.75"X.650'MULLION(LENGTH•72',OPENING WIDTH-70")HAS A DESIGN PRESSURE OF+02.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE LL
72" OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
IMJ.Od
N
LEN gym. n /� 2)USE TABLE 4B TO FIND THE ANCHOR IYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 Z
l..f 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. NE Ly FWW-
DETAAIiLS. 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 1-
SLEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE JEn
2J INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULL.ION. :3 CO)
LL
_ IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/.60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 836 LBS.ALTERNATIVELY, W a
HOANCMMSNF—WN—CO—W OU THE ANCHOR CAPACITLOSY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE.THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF; F M co
�F' WIDTH (60 PSF)X` 7627 PSF/=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B)
CNNTHE BUILDING SUBSTRATE ISKNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.P IE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A
DESIGN PRESSURE OF+50.0!35.0 PSE. J � Z
FOR THE VERTICAL MULLION: Q
1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+lY+i'"105'AVD DIE OPENING WIDTH 15 36'+38'1•x73•.REFERENCING SHEET 25. Z N
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCM)THE MULLION TABLES FOR A MULLION THAT IS AT(EAST THE WINDOW FRAME DEPTH OF 2-318"AND WILLa0
EXAMPLE 2:MUL MPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DO=S NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIA AVAILABLE. U) W
MULL rnI31H SEE OETALS, =ROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375-MULLION(LENGTH=106',OPENING WIDTH-SO')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF LU (L Y `y
_I I- E�24 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
F=
FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH-80')HAS A DESIGN PRESSURE OF+!$4.7 PSF WHICH EXCEEDS THE REQUIREMENTS QSEE Z
FOR THE OPENING AND MAY SE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LOS. OL Z
17 FSNUM7M DET BECAUSE ITIS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED DNR,THE ADJUSTED OPENING WIDTH IS 36•+36'+2*a74^,NOT 73'AS PREVIOUSLY �
PRODUCTS SHIM ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
APPROVAL 24 THE 73'DIMENSION(35-1/2'+35-112'+7=731. PRODUCT REVISED
as compryln0 with the Florida
r r - 2)USE TABLE 126 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS D(M.1PLE,ASSUME THE POURED Building Code )
VERTICAL I I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST 8E TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
NOA-No. 17-0630.01
MuLLION .`SEE �`SEE
IS - USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-M-G,VES AN ANCHOR CAPACITY OF 1050 LBS VIHICH IS GREATER,AND Expiration Data 05/26/2021
LE OSTALS. DETAIL E. THEREFORE SUITABLE,FOR DIE REQUIRED ANCHOR CAPACITY OF 971 LBS.
S 011,111671124 SHEET 3 FOR THE HORIZONTAL MULLIONS: BY
OPENING -
"Now w lMRom s ue on
POR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X 150"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS.ALTERNATIVELY,ANOTHER w
MULLION TYPE COULD BE CHOSEN. H
1)THE MULUON LENGTH IS 36'AND THE OPENING HEIGHT IS 32"--(2'-2"-IN",REFERENCING SHEET 25,THE COLUMN USING TRAPFZOIDAL/TRIANGULAR LOADING MAYBE
USED.FROM TABLE 12A,SHEET 16,THE 2•X 4-X.250-MULLION(49 LENGTH-42-,OPENING HEIGHT a 1201 HAS A DESIGN PRESSURE OF+i-170.0 PSF WHICH EXCEEDS THE K
SFJE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
CETAllS, 2)USE TABLE 129 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE B• Cl
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 6•,CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH K-
2 3 (4)3116'ULTRACON ANC40RS AT AN EDGE DISTANCE OF I•GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,ANO THEREFORE SUITABLE,FOR THE REQUIRED of 11 11 l It,
ANCHOR CAPACITY OF 521 LBS. w
`�.%�QNY LYpp %.
SO'.HORQ, Y',110: '
�� 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR `��,: W,LGEN,
MULL.LENO7N MOIL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE
OPENING Y/DTH FOR VERncAL IIuLLANCHOR TYPE IS A#12 STEEL SCREW. Fr� `
FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS:
/-64.7 PSF FROM THE VERTICAL MULLION;
+J-1700 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; Z '
+J-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). 9 '� '•,
THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. R
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED 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 LTIRIY'IYA ,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.0 58M
_.__. )
EXAMPLES OF RECTANGULAR LOADWO: I EXAMPLES OF TRAPEZOIDAL/TRVW GULAR LOADING: Q kY
1
PW � PW PW
-SHOH 9HIDH SHIDFI 6t11OH 1 / / PW h d zU
/ / 1 0 W
1
cc
LOADING OF VERTICAL MULLION LU
LOADING OF VERTICAL TAL MU
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / 8 j m LU
f a � � CID
-
S� z _z
LOADING OF VERTICAL MULLION _LI W DOORO
j LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION J W 6 Z
PW
i Z
j PW PWW ?jlp G
PW y E
I
�simm H i PW / 9 Z y Y
4 4 � ( 1 ¢ aa � 0
O
PRODUCT REVISED
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION eompl with the FbHda
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICALMULUON MOA-Mo. 1 th the F 01
PW PW
I
Expiration Data 05/26/2021
LOADING OF(2)HORIZONTAL MUUJONS LOADING OF HOR¢ONTAL MULLION LOADING OF HORIZONTAL 0Y
I
MULLION
MIs s roue oa
PIA
HINGED
DOOR PW PW i NOTES;
I
1)DRAWINGS ARE
RE RESENTATIONS OF TYPICAL
PW CONFIGURATIONS.
j PW - CONFIGURATIONS NOT SHOWN
// / I MAYBE EXTRAPOLATED FROM
/ 1 THOSE SHOWN.
2)IF THE LOADING TYPE CANNOT `11 QNy LY/yNy ''Z.,
PW' 1 BE DETERMINED.USE �,,. . ....,,
/ PW i RECTANGULAR LOADING. `: .•' LiCENBErw
Ll ',Y��
/ 3)SEE PRODUCTS'APPROVAL FOR *: No.58705
/ ACTUAL ANCHOR LOCATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS '-✓ '
1
. �i,�31• OARIDA,.•'• 2� ,
LOADING OF VERTICAL LOADING OF HORIZONTAL i/�N•iL ANG�`\ i
A.Llf lILE1�,P.E.
MULLION MULLION FL P.E.*50706