HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
DATE FILED: •1 '19 PERMIT# 1811-0244#315
REVISION FEE: O RECEIPT#
., RECEIVED
at
- " '- PLANNING & DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION MAR 13 2019
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553 FAX(772)462-1578 ST. Lucie County, Permitting
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/S. 1 Sea
ADDRESS: grape Drive
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Add NOA for a'mullion to permit. NOA17-0630.01
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: CGC061641 LUCE COUNTY CERT.#:
BUSINESS NAME: Thu dWome ervices
QUALIFIERS N 7VTliff W. Frruncis
ADDRESS: 6 NW 12 Iti Ave. 6ulte
CITY: o au er a e STATE: ZIP: 33309
PHONE(DAYTIME): - Xt357 FAX:
4. OWNER/BUILDER INFORMATION:
NAME: Joan Lyons
ADDRESS: 5811 Seagrape Onve
CITY: STATE: FL ZIP: 34982
PHONE: FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
Revised 07/22/2014
RECEIVED
MAR 13 2019
M IAM hDAD!E
y ST. Lucie County, Permitting MIAMI DARE COUNTY
ODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is'being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall*not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
J'adiaRa
DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion
APPROVAL D MPH o. i e pact
—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.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official,
This NOA revises NOA#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
MtAMFp aoe coutvTy Expiration Date: May 26,20Z1
® ` t`No pproval Date: November 09,2017
Page 1
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 5th
Edition (2014) and with FBC 6th 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(R.ER).
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' Edition (2014) and FBC-61' Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, F.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.
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Jorge M.Plasencia,P.E.
P,p6dZuet Control Unit Supervisor
NOA No.17-0630.01 a
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-2
l
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE E
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD,OPTIONAL IX OR 2X WOOD SUCKS IF USED, GENERAL NOTES.......................I <
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS INSTRUCTIONS......_..._._._.____1 0
ELEVATIONS....__.........__...._..__.
FIGURE 1i MULLT02XWOOD ..........2
MULTIPLE OPENING WIDTH FOR VEFTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS I IONS
MULLIONS INSCRIDEDINSIDE HAVE SEEN TESTED AS`FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS,SLIT SHALL MULL TO IX&MASONRY——2,
INSTALLATION NOTES .......2 LL
SEE DETAILSRECTANGULAR NOT HAVEAG LL OF MORE THAN 1/4FROM THE CLIP, MUTO MASONRY_._....._,.,.__._3
A-0,G)t //�
SHEETS 2-4 SHAPE MULLTOSTEELSTUID--------
-------r 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO.THE REQUIRED MULL TO MULL............._._...._..._..3
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180.THE 1/3 STRESS INCREASE WAS NOT USED ALTERHATATE CUPS-__ 4 (n
IIIIN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION_ 4
I X 2 X.126 MULL SPECS..........-.5 W a w
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS 2EYONDTKEscoPE OF THESE 11 X2X.376MUU.SPFCS___._6
X7-76X.376 MULL SPECS 7 DO
INSTRUCTIONS, I X 2.15 X.06 MULL SPrCS,,,,
I X 3.125 X.5903 MULL SPECS 9 z
SEE DETAILS I� 9 ULI 0
6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 4 X.125 MULL SPECS___10
SHEETS
IIII SEE DETAILS X4 X.375 TUBE MMSPECS-11 03 C) U)
NESTE 2-4 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER Z) �F- I) W
11 X 4 X.376"r MULL SPECS III
A1111� ONLY TWO ADJACENT UNITS AT A TIME WHEN USINGTHEDESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 gi
SHEETS 2-4 .26 X 3.188 X 265 MULL SPECS 12
T PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 1.25X3.25X.100 KWUL SPECS.-AsISI
OP IND Ed
i Q
VERT. US X 3.26 X.024 MULL SPECS_14 A Z
HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 126 X,194 X.624 MULL SPECS. 16
MULL FOR 05 - 0 F 3 90
UFNm HORUJONTAL 2 X 4 X.25 MULL SPECS-_ 16 w 2
SHE T3 L 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 13E BEYOND WALL DRESSING OR STUCOO.WOOD SUCKS BY OTHERS,MUST 2 x s X.25 MULL 17 z<L L 10z
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE,ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1.2SX2.11 X.125 MULL SPECS-18 - r-
SHEET 3 $*X 325 BAY MULL SPECS, 19
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 40 2 1-
REACTIONS. S*X 320 SAY MULL SPECS-.--20 - z
MULLION&CLIP DIMENSIONS_21-23 z
EXAMPLES I&2 _..._24 N
FENESTRATION 8)REFERENCE.,TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NONS LOADING EXAMPLES_,___._25 a InREDO O
PRODUCTS MAY I
-SEOFANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
MUST
VUST BE CODE.AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH x UJ !�e
MANUFACTURED
z CO rj)
BYPGT, PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS, U Lu :9: ?:
0 0 0
<
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. ;g a.I, CO co go
0
,/SEEDFTAILS 1 L
N :g
ORIZONTAL A-D.GH; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING 0 a MULL SHEETS 24 W[DTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
LENGTH PRODUCT REVISED
HCR2CWAL as= .
I' lv Ith the Florida
MULL — 0.
LENGTH INSTRUCTIONS:, NOA-Mo.-17-0630.01
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LSSIFP)FOR THE OPENING USING THE ASCE-7 STANDARD. ExpiralJon Pa 05126/2021
T THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH,
2)CHOOSE A MULLION TYPE THAT WILL F1 �Iy
1--HORM MULL LENGTH--I Im-
OPEMNGVADTH--1 /palle ProdUct Contra
LEMNUGLTLH 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR'OR'TRIANGULAWTPAPEZOIDAV.
rf
OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/M FROM TABLES 1A THROUGH 16A,ON SHEETS a THROUGH 20 RESPECTIVELY,USING
HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY),THE
F
0 ING MULL yFOR
HgGHi LENGTH f HORIZ VERT. MULLION CAPACITY(LBSJFT9 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIF7)FOR THE OPENING OBTAINED IN
MULL MU- STEP 1).
LENGTH
5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE
L _�jq'.OP.M.NG WIDTH REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY,
1.5r.
MU
SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE LY
L
_4 OF ENING WIDTH ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAYAPPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
FORVERTICALMULL CAPACITYISMET.
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE I ABOVE 7)IF THE MULLION CAPACITY(LBSIFP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/Fr FOR THE No.5870
OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
CODES/STANDARDS USED VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
:
2017 FLORIDA BUILDING CODE!(FEIC),6TH EDITION x2- 1 -.:1
4(;.Z.
+2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING"SIM FOR THE FENESTRATION PRODUICTTO BE USED AND COMPARE WITH THE FINAL MULLION ED .(4
:
ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY ILBS/FT)OBTAINED FOR THE MULLION SYSTEM-THELOWER OF THE TWO SHALLAPPLY FOR THE ENTIRE MULLED FENESTRATION ` '0"40RIDi" .0
ALUMINUM DESIGN MANUAL,ADM-2015. PRODUCT ASSEMBLY. .......*- N�
-AISI SIOO-12 B
AISC360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.L
70558
_
� I
DETA)L A DETAIL B: /,-MULLION o
MULLION 70 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TPP,ANCHOR
OR WOOD FRAMING WOOD BUCK AND MASONRY ANDPER SUBSTRATE, aY c�
ATTACHMENT SEE SEETABLES 18.130
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BvoTHERs,
SEE NOTE L C4
I MULLION SHEET I. (j
ACV
SEE SHEETS b I MIN 2.7 KSI -, "' EDGE In _
EITHER THE 1 I I 21.23 FORHOLE d I i CONCRETE OR CMU' DISTANCE. LNit —1 G)
S7ANpARDO f LOCATIONS ° ° .I SEE SEE TABLES K
6FFSET'LtUtt a EDGE e o 1 EDGE DISTANCE 18-138
CLIP MAY BE DISTANCE I ° FOR MASONRY
INSTALLED BY d a I I FOR WOOD ; I I ANCHORS (J W Q Oo F
Tt115 ME1NOD. SCREwS L250'MAX FOR °°d , I SIDE VIEW a F z LUZ .
Y ALL MULLIONS d'.
. d a ) ° E17}IER7NE `c' p Q
° .,/� ° a.° OFFSET MULL Z z =
d 1,.1 '4a CIiPMAY BE w _ O
EXTERIOR ° NSTALLED BY I^
a a.ei' EDGE THIS ME7NOD. -j
d DISTANCE 4
FOR _ M 2 Z ¢ N
MASONRY
^ e THE OFFSET CDP15 ANCHORS F.
{/ RECOMMENIIIBT F6Ft^d T j Q
+1 EO 'O
FlNFRAMED I„ vs
EXTERIOR wINDOws,BurMAr �
ALSO BE USEa FOR q � ��LyJ+ Y
OTHER FRAME TYPES. &H I � (n y '
a 0
Zoo rn
TYP.ANCHOR TYP.ANCHOR �� F�O3tL'
TYP.ANCHOR PER SUBSTRATE. PERSUBSTRATE. $ j� '�
PER SUBSTRATE,
�SEETABLES 18"188 sEETABLES CHOR-t30 PRODUCT REVISED
SEE TABLES 18.168EDGEIEND
DISTANCE
BUCKSTRIP 3 complying Wlth the Florida
•7L— SEE TABLES AND Baltding Codq
EMBEDMENT BUCKSM 18-138 'r .' ATTACHMENT NOA-No. 17.0630.01 j
' '•• BY OTHERS,
ANDED' '�'• SEE NOTE 1, Expiration Date 05/26/2021
ATTACHMENT _ , '�.,.'.r SHEET 1.
,.1• BY OTHERS, • ..
SEE NOTE 1, " •••- BY
SHEET t. 5 Mlaml- a Product Control
MN 27 XSI CONCRETE OR CMU
SIRE VIEW FRONT VIEW
FRONT VIEW
i
_ I
INSTALLATION NOTES:
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Gt 11 I I 1 t! 1
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \�t ON._.LY
.,, N f4
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �� 'C -•'yiCENSO M�{�
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE •.Cn„��.
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. ~. No.68706
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. SYgTE
<!/
5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED i �`�'•.f10R1DP,r'G\C�'.�
ELCO ULTRACON OR ELOO 1!4'S.S.AGGREGATOR MASONRY ANCHORS. , '��,srQNALN
A.LAW IIJIILILtER,P.E.
FL P.E.#58705 i
i
DETAIL E:
MULLION TO MULLION
DETAIL C:
MULLION DIRECTLY ATTACHED TO MULLION INTERSECTION NOTES:
(U-CLIP)
MASONRY STRUCTURE 1)MAY BE INSTALLED IN OR TROSS-
(STANDARD CLIP SHOWN) F INTERSECTIONS.
VARIES
2)MAY BE INSTAU_ED HORIZONTALLY
(SHOWN)OR VERTICALLY.
I TYP.ANCHOR U)
EITHER THPSUBSTRATE� C"I
STANDARD I SEETABLES 113-139L -CUP DRAWINGS,SHEETS 21-23 3)SEE U
SET MULL FOR CORRESPONDING MULLION. fp
INSTALLED BY TOP VIEW MULLION c)
CLIPMAYBE ..r.lSTA.CB
THIS METHOD ILJ
FOR MASONRY WANCHORS VAR1111 1 9
012STEEL SCREWS, U)
SELF-DRILLING;OR PRE-DRUL
MUWONANDUSESMS
Im t, w
Do TO w
100 MULLION co
EXTERIOR P z ED
THEOFFS CUPIS
EDGE DISTANCE
FORMAS NRY_ RECOMMENDED FOR Z 0 z
a "RAMED // ..h
0i
ANCHORS FIN+
W(NDOVIS.BUT MAY -CUP
ALSO 99 USED FOR U i4
!0,
4 OTHER FRAME TYPES* EXTERIOR
TYRANCHOR Z
PER SUBSTRATE Z_ z z
SESTABIESIS-135 TYP.ANCHOR SEE SHEETS 21-23 FOR 0 z —m
C" :C
D.
BUCKSTRIP
PER SUBSTRATE, HOLE LOCATIONS
SEE TABLES
AND FRONT VIEW EDGE ju -i
ATTACHMENT DISTANCE w g Ne Y
V. ED TABLES a
BY OTHERS,
NOTE 1:
CO TTI
ED j 18-139
EMS SHEET 1.
0
EDGE a)
DISTANCE V-0
RLT' SEETABLES of
MINZ?KSIOONC rORCMU MIN IB-138 SIDE VIEW
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO PRODUCT REVISED
as comp Ing with the Florlda
STEEL STUD Building Wedo
(STANDARD CLIP SHOWN) 0A-No. 17-0630.01
INSTALLATION NOTES: STRUCTURE Expiration Date 05126/2021
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR 133FA PER -
SUBSTRATE, 0 Product C;.ntF@—
SEIETABLESIS-13B
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE SHEETS
21-23 FOR
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ONTHE
HOLE
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. LOCATIONS
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION
4)WOOD SUCKS ARE OPTIONAL;SEE DETAIL 0,THIS SHEET.
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE
FICO ULTRACON ORELCO 114"S .AGGREGATOR MASONRYANCHORS. FOR STFELSTUDS THINNERTHAN SEEDISTANC
TASE
.SLes jjAY LYNA,
FRONTVIEW 16 GA AND COMPLIANT MrH THE FL OU(LDING 18-139
D.EA2XW0GO BACKER MUSrUSIED.
L:2 ATTACHNIGNTBY OTHERS.
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW z No.68705
NOTES:*
TATE
1)FOR 2X WOOD-BACKER STEEL STUDS,WOOD
ANCHOR VALUES MAY BE USED. • ds'l
2)SEE CORRESPONDING MULLION TABLES,
S/
SI 5-20,FOR QUANTITY OF SCREWS. �!Rh�p,)SNE.
FL P. 58705
In-
DETAIL F: DETAIL G: DETAIL H: n
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION Te
(F-CUP) (ANGLE CLIP) (ANGLE CUP)
SEE DETAILS A43,
SHEETS 2 AND 3 FOR INSTALLATION 301 OR 45'
TO SPECIFIC SUBSTRATES, DAY MULL Eel
I—MULLICIN C11
0 0 YJ
11
0 0 0 0 LU
0 01 0 0
_j
0 0 TOP VIEW
SIDE VIEW
SHOIMNvffmI'X XJTOP VI m 26. W0 (D va
(n 0
n c) LU
0
MULLION z (0
TYP,ANCHOR ;E z
EXTERIOR I I i i PER SUBSTRATE, =1
SEETABLES 19B OR 168 z
HOR
STANDARD MULLION CLIP PERSUBTYP.ANCSTRI ATF EXTERIOR =1 Do
MODIREp TOF[TFIELD _j
SEETASLESV�149
CONDITIONS. < z
C� r X 5"AN3W C4,
I 2PER MULLION END,MUST BE
INSTALLED INSIDE OF BAY MULL < 0
MULLION •
z
r
2"XS'X.12S'
2 PER MULLION END, z
I ANGLE CLIP,
MUST BE INSTALLED Z
INSIDE OF MULL
I <b I
I
TYRANCHORL CL PRODUCT REVISED
PER SUBSTRATE, as comp with the Florida
SEE TABLES IB-13 I&T.
Builg 0
INTO WOOD. NOA-No. 170630.01
L,ALUM
INTO WOOD,STEEL, STANDARDCLPTORE EXTERIOR ORSTEEMASONRY DaMOR Expiration nate 5/26/2021
ALUM.CMU OR MASONRY MODIFIED IN-FFELD. Ey
minmi-D ProdUC,C.11".
EXTERIOR
fx�
PEI,
IWOWOOD'STEEL. 2
ALUKCMUORMkSONRY EDGE S
Ij
DISTANCE
PER O
ANCHOR
E EOOE
.ISTA.CE_p Lu
PERANCHOR NOTES FOR INSTALLATION OPTION G&H:
G D ... .... 41
1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. 0
INSTALLATION OPTIONS P z I`
NOTES FOR INSTALtT
2)DETAIL G;SEE TABLES 19-148 FOR ANCHOR QUANTITIES AND SHEETS21.23 FOR HOLE 8 No.58705
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 211'X.126"MULLION. LOCATIONS. e-
2)SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
3)THE W'C�JP is NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. g 0- •
. ATE
//7/�',ONAL
1�WNJIIAL P.E.
O FL 013 58705
TABLE 1A
MulSon Capacity Table sIR , 3
opening Wfdth(brverecallysparringmuIIons)crOpenHtgHotghf(torhorfmrai*5parrdrgtrttr GM)
5011 GO In 701. so 51 901n 100 in 120 h 140 In 161}in o
Reolanguhr Traprh1.n0. RecWnouler TnPfrif-c• Raotmgurar Trapflllerig, Rectan0olar nnpiidang Rectargeiar 71apRriang. fteotangular T pmiel9. Rectang�bv Tarp7ldang- Radangutar 7tapfTrlaig. Reetangatar Trapt7Hang.
1X210.125 Looding Lvadilg Loafing Loaft Loa&,9 Loafing Loadng Loading Loafing Loading Loading Loafing Loafing Loafing Load ng Lnadtg Loading Loafing p
ki
Alum.Tube Tz� g & 9 £ E � Ar 4e xvMullion 04
_ C1
a'� s �� yy � � a 8 517 9 5izz � g� g � r
42 to 111.91 403 524.5 337 832 408 115.5 325 79.9 406 107.8 32t 69.9 408 104.4 mg 521 4aa m4A mg 559 498 104.0 319 46.6 408 104.0 310 39.9 403 104.0 319 35.0 406 104.0 319 j a x
J In
401. 74.9 312 83.8 258 624 312 73.4 252 515 312 37.0 248 48.8 312 012 246 41.6 312 61.3 244 37.6 312 61.0 244 312 312 61.0 244 29.8 312 91.8 244 23.4 312 81.0 244 a (n
50.6251. 63.9 281 7Q8 234 631 281 61.5 Zal 45.6 281 55.7 224 39.9 261 52.1 1 222 35.5 281 1$0.1 1 220 31.9 281 49.3 1 218 266 281 49.3 218 22.8 281 49.3 2t9 20.0 281 49.3 219 _
c9 W o F
54 to 42,5 247 57.5 207 41.8 247 49.8 702 17.0 242 44.8 199 329 247 41.6 190 29.2 247 39.4 194 26.3 247 79.4 193 21,8 742 38.1 193 18.8 247 38.1 183 16.4 247 38.1 iW a m O rA
v00h 38.4 200 47.2 170 W-0 200 35.4 160 27.4 200 31,15 163 24.0 200 28.9 160 21.3 200 27.1 t59 19.2 280 25.0 157 16,0 200 25.0 150 ea
63 k1 33.1 161 35.3 155 22.8 tel 303 152 23.7 181 7@.9 149 �.T 161 24.0 148 19.4 i8i 228 !44 16.6 165 21.7 143 �'^• Q
6611 29.8 166 30.8 142 24.0 185 76.1 139 20A 165 27.1 130 18.0 165 21.0 134 ? 2 173 g tm� Y
724, 22.2 139 23.3 120 16.5 139 189- lie 15.9 134 17.5 iib In LU '.7 O
261. leg !24 !A7 109 19.7 175 169 taT "�j fqo Z95 z -
To 1" 17.5 118 182 104 ( ¢ N
TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: ` z m w
AnohorCa Capacity Table Ibs o'o
ANCHOR CAP.; cV
substrate: 27k rowda 3.5k Cora. Ro6aw CMU Fl64a CMu PT woad Mani (D a.)X{ ANCHOR CAP.,", ti Q3
d1C Doo 114'65"
loo 8It6"Dco v4 99Dca 0109teei 0123teel 012 stool MULLION CAP.,,o,,,,„, li1
ArchorTppa: 3715 EkoUibacon 1R•FtcO UOraaan 3I18'Eica tOtracw 119"Eko Uitraom tA100a t+� X
Anchor Clip Patlem9 lnuaaon Agamcatar UOr400n A for s9rew sarow{cs) saaw rosy USE THIS FORMULA TO OBTAIN TtfE'ANCHOR 6 � �
Fags l3stance 6nY P 2-IW t• 2.12• 3-v5 I, 2.1!!• 1• atm 2• 3-ve• 2" 0.45" 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN X ¢ }�
Embadmad Or lora- 1-314• tato• tar+' r t•v4* t-v4' 1.19' t-tw" 1-ta' 1-u4' 7 late" 1•aa• t6aes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchore @ 4.75 Wn.O.C. 8tendard or 00sa1 pip(1.g.1): 300 lbs 390 ms 450Ibs 690 m3 10440s 2701. 280Ib. 354Ibs 749 ma 374 i. 684 nm � 9461m 341 W 4a21. 5661as OPENING,WHEN IT IS LOWER THAN THE MULLION CC¢9 d'.-- z W �
4Anchcra®115'Mtn.6.C.1StaMeN(mOHset)Clip 11'>u 7Y 488Ibs 700 Oxi WA WA WA NIA •380 ras WA WA WA WA N1A 6626» 885 tba 5520 t. CAPACITY THE TABLE)OF THE SELECTED YC mO y0
4 Arthm®3"Mn O.C.t(2)2e5AD&C82s 7(Fq,3t 760 Ih4 760 c. 6801. 1500 ga 1096 It. 540 ft 5601. WA 160 ms 748 503 860 iso 1882%s emu 8851. 11201. MULLION.IT WILL YIELD A MINIMUM ANCHOR U$ � �a'D-
2Anchae00A5'M1n.O.C.tOCNp,(nta.t25Aiam.{F41,4S WA WA WA WA WA WR WA WA WA WA WA WA WA WA 715lm CAPACITY WHICH MAYBE USED TO QUALIFY
1 Anchor/F4rip(Fia�eY 195l 1B51b9 27s Ibs 4451bs 'e22 ms 135lbs 140 iba to 163 370 Iba i6T 1b. 33x iba 473 ers 170 i. 2zt lba 26a iba ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED
2AnOm 8'01-15"Mh O.C7 F-p 11'43.01 2401Ds 350OIs WA WA WA WA 19016a WA WA NIA WA WA 3411bs 4421bs 5801. ANCHOR CAPACITY TABLE as complying with the Florida
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, Building Code
NOA-No. 17-0630.01
Expiratlon Onto 0512612021
6-006" ct co
-_
FIGURE 1: FIflURE2: TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
i 0 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, ---� 1.000-
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE.
FIGURE3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR SIACT DIMENSIONS,SEE SHEETS 21-23.
' ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000"
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES,CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-F(LLED 125'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM Cr90.WOOD SHALL BE PRESSURE-TREATED L .t1�, LtCENSF••.��
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125' Q`:• ';'�,�y
® THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND A46"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2X.126*MULLION * No•58706
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL
EXTEND
#1&1"2 ANCHORS INTO WOOD MA 8 STEEL.18.8 SOR 410 SSCREW THREADS BEYOND
THE MATERIAL. _
STATE F •<L/
� OA' '�F��RIDi`..•'��'C��
s
01VAL
A.LftMIUIIO�P.E.
FL REX 58705
TABLE 2A �
Mullion Capacity Table Ibs1Rt ��•
Opentng Width(for verlicany-5panrdng tntitiom)crOpentng Height(for hor{zonta*spanning mtmons) �+
50 In 60 in 70 In Bo In W In 1 W In 120 N 14011 1 W 41 Q
R,wpla T pTrtag. RnolwVW. T.VW g. Reaongaler Tp'Ofag. Recl mow TpTdatg, RecwgW., TwWdmg. Re4tengdar T.#Tdatg. RoctanV. Tmpan.". Reslang is hbptrdatg. Redmguw Term'q
1x2x.376 Lvading Laedrg Lowing Loading no Laadm Laadrg Loadbg Loading Loafing Lnading Wit Loadirg Loading Uding Lnadino Loading Loading
Atum.7uhe Tii
MuNon � e � � ti o t iT" �- •` C°. fk g11
• ¢ N
13 3
t$ 8 t3 v t3 3 tS t5 a7 23 ^
o w
42 to 1760 820 17Q0 435 157.3 Lal' 170A 478 129.7 882 170.0 606 113,6 662 789.5 519 100.9 662 788.9 $77 90.8 682 183.9 617 76.7 682 1868 517 648 662 ISMS 617 66,7 682 7689 517 2
`
481. 121.0 6W 1360 419 101.4 501 119.2 410 86.9 507 1067 4D3 760 507 1026 386 676 507 99.6 $97 SOB 5W 89.0 396 MIT 507 99.0 396 43.4 507 ggA 399 360 5W 930 396
W.828 in 703.7 458 1148 379 864 4W 98.9 371 74.1 4S, W.s 364 64.8 458 846 303 67.6 456 83.3 357 61.6 458 80.0 356 432 458 80.0 358 37.0 468 eQ0 366 32.4 466 SQD 358 1�. S 2 ff
541. 65.4 4W 03.3 MS 7t2 4W 80.9 328 61.0 4W 72T 322 53.4 400 07'.3 318 47.5 4W 64.0 315 427 4W 62.3 314 35.6 4W 61.0 313 30.5 400 61.5 313 267 400 01.8 313 w C, F-
fD
W M 623 374 68,9 270 57.9 324 67.6 270 44.6 324 61,2 264 369 324 469 ZW 346 324 43.8 257 37.1 324 420 255 28.0 324 40.5 263 222 324 40.5 253 19.5 324 -0Q5 253 w
C 6341 63,8 294 .67.4 252 44.8 294 4S2 246 364 294 43.6 241 no 294 326 237 269 294 37.1 234 28,9 294 352 232 224 284 33.5 230 162, 294 33,4 230 16.8 294 334 230 ~ z
cSE in 48.6 265 49.6 230 39.0 268 424 225 334 269 37.6 221 29,2 266 341 218 2&0 268 31.6 215 23.4 266 20.8 212 19.6 266 260 210 15.7 268 27.7 209 14.8 268 27.7 209 Z �
- 725r 360 226 37.8 766 36.0 2ffi 32.2S91 2ST 225 26.4 189 226 225 25.6 166 20,0 225 23.5 182 760 225 221 780 i6.d 225 20.3 STT 128 726 136 176 21.3 225 19.6 tl6 W mU
761n 306 202 1620 177 255 202 27.2 173 21.9 202 21.8 170 162' 202 21.8 167 17.0 202 19.7 165 15.3 202 10.4 163 128 202 16.7 180 10.9 202 16.0 ISO SAS 202 158 158 fC J Z
781n 283 192 29.6 106 238 182 75.1 161 1-2 192 220 162 17,7 782 137 193 157 SST 10.1 167 14.2 792 IS. 155 11.8 192 1&2 152 10.1 132 1,14 1. C. 192 142 101 F� 1Q., _} 1`
9016 166 144 79.9 128 754 t44 t61 t28 Q C)
2
96 fn 167 127 15.8 113 -
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA:
MchorCe ae Table!bs N W X
(ANCHOR CAP.,,„,,,,,,
SWsirat0: 178 Concrete 3.5k caw. Nvilaw CMU Filled CMU PT waatl � Meta (OP)Xl }=ANCHOR CAP.,,a,
MULLION N
Site•61w 1/4.89 Elvv 5116'Elco 114'99 Elco 070 St4U 012 Steel 072 Brea F- y
Rmha 7pn: 9ti6"Fico UMm<on tfb"Elea tASiroon 3178•Eka Ua7aaan 114'Eteo Ult2aan X >
Anc}ior CUIp Patterns t75raxn ABgre6ata Oivaovn Aggatywr Scrav{045)Serow{667 scnnr(c5} USE THIS FORMULA TO OBTAIN THE"ANCHOR t6 Q O 4
Edge Distance On) 1• 24Ir .t' 2-i12^ 3.119• 1• 2-i2^ 1^ 2-121 Y 3-1/8° 2` OAW 0.54" 0324• CAPACITY REQUIRED"CORRESPONDING TO AN ( O, 1- Z to 672
Emba E 0n) I've 1ar4" I-x4" I-wv 2" i-114" CAP.-
1-1/4' tar4• taro• 1-ud• t•ua' 2• 1-3ra° 1 va^ ,6traa ACTUAL PRESSURE REQUIREMENT FOR THE K" �
2 Anahom Q 4.75'Min.Qq!Standard ar O6eet Clip(Fig.1) 390108 390 Me 450 Sfl 630 W 1644 Ibs 270 ita 2W lb. 354 IN 740IW 374 ba 604 1b. 946 - 341 too 442 Ms 580 Ms OPENING,WHEN R I3 LOWER THAN THE MULLION Va s
4 Amb..0;m5'Min.OR.Istandard I.,off eq Qip(Fp-2) 450 tos Too i� WA WA WA WA 38010¢ WA N/A WA WA WA 682Iba 805 1b. 1120 Ms CAPACITY(FROM THE TABLE)OF THE SELECTED "- g �
4 Amhom @ 31 MIn.O.C•1(2)US Angla Up I(Fig.3)c TOO lbs 780 Iba 680 Es 1580108 1S961t. 540 Hoa 6601ba N/A 7e06s 748 M8 880 Ms 1692 V. 021b4 an Ibs 1120Ih1 MULLION,IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED
2 Amb=@ 0.46-Min.0,C.7Ua1p,hto-125•ASnn,(IgA1 WA WA WA NIA WA WA. WA WA N/A WA WA WA WA WA TIS Hoa CAPACITY WHICH MAY BE USED TO QUALIFY as comPWIn9 wlth the Florida
1 Anchm/F42(p(Fig.S1 195 roc 195 Ma 225 ma 4a5 9a 92z Hoe 135 Ma 140 M. m Iba 370 its 1971B 33210 473 Mo 1Ta Ma a21 Iba zeD Ms ADDITIONAL ANCHOR OPTIONS FROM THE Building Cede
2Anah=Ql,l5"MIm0.CJF•CUp(Rg-0) 240 Ma 350Ma WA WA NIA WA 1W 10.1 WA N/A N/A WA WA .1 4421bs 500 ms ANCHOR CAPACITY TABLE NOA-Na. 17-0630,01
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Date 0512612021
Dy
MiamM-�rct
FIGURE 1: FIGURE 2 1681-E NOTES:
1)SEE SHEET I SEE SHEETS -4 INSTRUCTIONS ON USING THE
ES AND SHEET 25 FOR INFORMATION ON LOADING.
ORGENERAL INSTALLATION METHODS r
1.000-
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,SFE SHEETS 21.23. 11{1 7 I I oil,".
. • �+ HOLES 70 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2000" +,
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4)S.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS.HOLLOW AND GROUT-FILLED a-n�
- - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90,WOOD SHALL BE PRESSURE-TREATED *,: No.58705
FIGURE 4:' FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125" 7
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'-X 2•X.375'MU WON ..O
LEAST F�
THICK AND 138.ALL ANCHORS INTO METAL SHALL A7 LEAST 3 SCREW THREADS BEYOND
THE MATERTERIAL.410 ANCHORS INTO WOOD MAYBE STEEL,18.8"S.S.S. OR 410 5,5. %O�y'.,-STATE F
++'ris��NAL1�Ci1'� ,
A.LYNISiMILLER,P.E.
FL P.E.#58705
TABLE 3AB
Mullion Ca c Tablo(lbsIfe) a
Openteg 7Nidth(forwertiraily-spanning nuAlons)or Opening Height(Por Imiizonta&Y-spaMing inu9lon6) C
50 In 60 M TO In BD In 00 In 100 in 1201n 1101. 180 M ^ o
1%2.76% RectenP4lar Tie 2M. Reconstiiar TmplMns Rectangular Tmpri'l g. Red no., Tleprnf.,g Restarrgtisr TmprTrlsng, ReeFdngi937 7mprniang. Reetengslar Tcellfiimg. f2,efangulnr Tmp7TdsnB, ttac�gutae 11apR6sng. 1 v
.375 Muth Lrndng Le dog Leasing Unsling Loadng Leasing Uadn9 Leafing Leadlg Leasing Loading Laad g L9adNg L.codng Loadng Losdeg Lnadng Leadng 11we
.
Tube
Motion $g` 'gy '±}R• '6 '� .a, 9
ti ,- tT V t7 B c5 tai �� ✓3. E. a O G� Lr V Ei N
$ m fi fi� g _ �� s � �• P" 8 - fiE rah c7
at Sg
r[
472b 170.0 620 170.0 435 170.0 744 170.0 479• 170.0 88S 170.0 508 170A892 170.0 619 770.0 1718 179.0 621 170,0 1240 170.0 621 140.7 1301 170.0 821 127.9 13D1 170.0 621 1175 1301 170,0 621 w 0 Z
EK J 4)
40 in 170.0 708 ITDA 524 170.0 650 170,0 684 770.0 092 170.0 630 1700 1133 170.0 001 lets 1139 170.0 SIT 136.8 1139 170.0 890 773,8 7139 170.0 600 97.6 1139 170.9 68D[27
1139 170.0 680 a � �
50,629 1. 170.0 747 1709 563 IVA Sea 17a0 637 167,8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170,0 747 117.4 1032 1700 756 97.9 1032 170A 750' 83.9 1032 170,0 7W 1032 170.0 758
641n 170.0 797 170A 612 161.3 901 170.0 681 1362 9D7 164.7 730 120.9 907 1626 720 197.9 907 145.0 714 98.0 907 141.1 710 B0.0 807 140,0 709 60.1 907 140,0 709 007 140.0 709 K cc M -
601. 141.1 735 151.5 625 117.6 735 130.3 611 100.8 735 116.0 699 58,2 7315 1002 500 78.4 735 99.5 561 70.5 736 95.1 578 58.6 735 91.8 574 50.4 735 8L8 074 735 91.8 574 ^I � to Vr
631. 121.9 SEE 1340 570 101.6 608 1715 657 67.0 680 98,9 547 702 CQS 90.1 SU 67.7 WS 83,9 811 609 ESB 79.8' 528 60A 666 78.0 821 43.5 866 76.8 821 668 75.8 621 G 4,,,• 1.7 z -
66In 108.0 607 1124 571 68.3 ear 90.1 511 75.7 607 65.0 501 602 00T 77.1 493 58.9 607 71.5 486 53,0 607 67.6 481 44.2 607 63,4 476 37.9 607 62.7 474 507 82_T 474 Z 2 d g �' C.7
J 721n 61,6 510 85.8 443 68.0 570 730 434 58.3 10 64.3 428 51.0 $10 $7.9 419 46.4 5.10 53.3 413 40.8 610 Sao 4w 34.0 510 459 402 20.2 510 44.4 399 610 44.3 399 _ toce 5 Q
781. 69A 468 72-6 400 57.8 456 61.7 392 age 458 $4.1 308 43A 458 48A are 36.8 458 M9 373 34.7 458 41.6 368 28A, 459, 37.7 362 24.8 418 31.0 059 458 35.7 358 J a c� Z
as � r N
701. 642 435 87.0 381• 53.6 435 56.8 373 46.9 435 49,0 308 40.1 435 44.7 360 35.7 435 40.9 355 32.1 4 3381 351 28.8 435 34.4 344 22.8 43S 326 341 435 322 340 s- t-
9nln 41.6 327 43,1 290 34,e 327 36.4 285 299 327 35.6 280 gal 327 26.3 275 232 327 25.7 271 20,9 327 23.7 268 17,4 327 21.0 262 Sa.9 321 la3 268 1�0 N
981. 34A 287 35A 257 25.7 287 299 252 248 287 20.0 249 21,5 287 231 2M 19.1 2W 20.9 240 17.2. 287 191 237 14.4 287 18.9 232 � � X� t��'
1081. 242 227 24.7 205 202 227 20.8 201 17.3 227 18.0 198 19d 227 16.0 195 i• N•lis to 223 215 227 194 18.6 215 19.1 181 16.9 216 58,6 166 ty Ui1201n 17.8 161 17.9 187 XTABLE 3BANCHOR CAPACITY ADJUSTMENT FORMULA: 0.aZAnchor Ca aci Table lbs ANCHOR CAP.,,m,,,,,,, 0. ��Substrate: 2Ti Coticrele 3.51 CSns. i{egaw CMU [-816-0CMu pT W.9d Ms1at (OP,)X� }-ANCHOR CAP.,,,,, O LLIONAP.,,a„„, O 1.18"Elco 114"SS Ebo 9716•Elco 1/4.159 Elco 610 Steel 672 Steal 012 Sled $ m
Anther ry 91115•Ebro latr�on va•Eke ultracon 3r76°Eho 1A6men 174'Elm t16mcOn MMGatar Suety 675?sates lost screw tGS) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Anchor Clip Patterns u3.118, agsrecalcr u3raean A PRODUCTIn REVISED
Edge Masses i1.� t• alr4• t• 2.1? s•ve• t' 71/C 1" z-tIY z• 3-ve' 7 0.48- Oso• 0.324• CAPACITY REQUIRED'CORRF�PONDINO TO AN
7 as Com tying with the Florida
Embedment itny 1.314• tato' ta74• tato' 2' t-va• t-vt' 1-114• i-v4" 1-714' !-ur 7 tea' i+YB• lndea ACTUAL PRESSURE REQUIREMENT FOR THE Bu11d1ng Code
2 An,n,m(@ 4.16 Min O.C,r standad or 09svt CI (F10.1): 390 ms 390 he 450166 090166 1644 ms 270 Rw 280166 354166 74016, 374Im 6141as 9461as sal lbs 49zlbs 360®n OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No, '17-0630.01
R Anchom 01.15'Mtn.O.GtSisndmd(0ri7f8e0 Cqp{FA.27 4800s 7008. WA WA WA WA 380 ins WA WA WA WA WA 682 the '885@s 112016, CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Arehom 03"M m O.C.I RRO Artle Clips l(Fl0.3): 78004 780 hs 660IDs 15W Ws 16961bs 540]as $60 lb, WA 760 Is, 748 ft 880 lb. 1692IOs 682 lbs 885lbs 1/20Ise MULLION.IT WILL YIELD A MINIMUM ANCHOR FXPIMUQ"Onto 05126/2021
ZArehm.00AS'MhO.0,1 U-ClIp,iMO-125'ANm.(Flg.4} WA WA WA WA WA WA WA NIA WA WA WA WA NA N/A 7150, CAPACITY WHICH MAY BE US ED TO QUALIFY
1 Anchor I F-GIIp(Fie,5]: 1930ss 185 RIs 225166
4!6 be 82216, 135 @s 140Its 177 Ri. 370Ib3 187166 33216. 479 Ton !7005 221 Its 200 ins ADDITIONAL ANCHOR OPTIONS FROM THE Miai7fF-D8 PrpduCf Control
2Arrohms0 Lt5°Hirt O.Cl Ffi.I (Fl0.6t; MR)e 350 U. NA WA WA WA 10016. NIA WA NIA NIA NIA 341 los A421. seam. ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS.THE STANDARD CLIP. "'\CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET'24. ,
FIGURE 1: FIGURE 2 TABLE NOTES: '"'�`..✓✓
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 111 11 f 1 I
FIGURE 3; - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, �,��a(pY L
YNfy
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 2-75WJ�t�, LIGEIVyIp ,(� %
1p e Q HOLES TO BEDRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58745 •'�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. *
ANGLE CLIP MUST BE USED IN PAIRS, -
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED �
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED 375- 'O + •,w
FIGURE 4: FIGURE 5: FIGURE 6: 00
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" " -L7'•,_ !tj
® THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2.76'X.375* i�i$1 •FLORID?;..•'
0 THE MATERIALCK AND#10 ANCHOR INTO WOOD MAYL SHALLBESTEEL"S.S.ORNDAT 410LEAST35 CREW THREADS BEYOND I01VAL. ox
A.L� W MIL R,P.E.
FL P.E.#58705
TABLE 4An
• Mullion CapacityTablo Ub6flt2
Opening Width(for mSksIIyspatydia;nUllcns)orOpaningHotghtoorhorhartWspannigmtMons). o• ¢
507. Han TO In 801n 901. ion In 1201. 140N look, ig
D
1R2.78R Reclmtgular TrepTden9, Rootongel. TmpMal, Reclenoulm TmWTd IS. ltoctatgWWar Trep/Tdana. Rodongei¢ Tiaprt'dmg. ik,ctmgiiar TnplTva09. Reann9Wor Ttwr&mg Rectangder TraptTdug: RectmlgWa Ti�lrTdeng. 0, t=
Lmdi.g umdrg Loodng Losing Loedmg Lowing Loafing Lowing Lowing Loadlg Loading Latdng Loadilg Lasing Loafing Load.e Loadng Lo dn9
Sao Alum.
TubeMufnall
a a i3 0 o u o o u n" ca „ 119 o is 0, v o c7 n> A0 0 :3 n 11 1a o.
L >s a s'3 ct u 0, o U$�' _fi Go
t7
€$ b € s r3 6 n.� �� �& a 2 a € @ a�
S. 4. `d tc & x� 37o a 720 �a $ �a da: _ 0,S `d rY .a I z 0,o I¢ W
42h iT0.0 820 170.0 435 "170.0 744 170A 478 170.0 8M DILD SO 770.0 992 110.0 519 170.0 1118 1170.01 521 170.0 1240 1104 1 521 1700 1488 17MO I 621 168.71 1620 170.01 621 t38.8 1020 170.0 521 ,)
40 In 170.0 7W 170.0 524 170.0 850 170.0 584 170,0 ISM 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 770.0 see 121.5 1417 170.0 080 106.3 1417 170.0 080 j fn
50.6251. 170.0 747 170.0 563 110.0 BW 170.0 631 170.0 1048 170,0 W4 170.0 Iles fl8A 723 7628 1258 770.0 741 7{0.3 1280 1700 756 121.9 1288 f70A 758 101.5 1286 S70.a 758 at.{ 2286 170.0 758 L) LIJ CDo I'-
FA
54In 170.0 797 1700 612 170.0 958 170,0 Set 170.0 1118 170.0 754 160.7 1130 1700 903 133.0 1130 170.0 837 120.8 1120 170,4 850 100.5 1130 176.0Bol 66.1 1130 170.0 801 75.3 1t30 170.0 067 2 M W
00n 170.0 885 170.0 701 146.5 916 1823 761 1255 915 144.5 746 109.9 815 1323 735 974 915 123.9 728 874 915 Ile$ 720 732 ISIS 114.4 716 628 915 114A 715 54.9 870 114.4 715 Q l'-
63
- {�
rMln
161.6 630 1914 710 IA.5 030 138,9 691 1W,5 830 1232 Wt 94.9 630 IIZ2 STO 84.4 830 104.0 662 75.9 830 994 656 633 ISM 94.8 649 $42 we 84,1 649 47.4 830 04.1 649 Z
5
1321 75T 1{0.0 660 110,0 751 119.9 ISM' 94.3 757 106.0 04 026 757 9&7 Std 73A 757 6IS.1 600 88,0 757 842 600 56,0 767 79,0 593 472 757� 78.2 591 4t3 751 782 fiat Z z (L� 4yU
ttt
j101.7 B� 105,8 552 81.6 836 91,9 510 72.7 638 84.1 530 83.8 838 72.2 521 6d5 538 66.5 516 5048 639 623 SW d2,A 638 572 500 36.3 636 65.3 497 3140 838 552 437 {}
88.5 571 �.{ !98 72,1 571 788 488 e. 671 87.4 470 54.7 STS 806 471 48.0 571 55.5 464 432 571 51.8 d59 384 571 47.0' 451 30,8 511 44-8 447 27.0 571 44.6 446 h J J c Z
Q z r
60.0 542 63.4 474 66.7 542 704 465 57.1 542 62.1 458 60.0 $42 $5.1 449 444 542 51.0 442 40.0 542 475 437 333 542 42.9 429 2B,6 542 40.6 475 25.0 542 40.1 423 a � �
621 407 57.7 381 43.4 40745A 355 372 401 34.6 548 3Z5 407 35.3 343 23.9 407 321 338 284 407 294 334 20' 407 28.1 37/ 18.6 407 24,1 372 16.3 407 23.0 319 ,Q yc j Z00
429 366 "A 320 3S.8 WE 372 374 30.7 358 32.4 309 208 356 28.6 004 23.8 358 23.1 300 21.5 350 24.0 298 17A 358 21.0 289 15.3 358 192 284 - a N X fq
fOBh 70.1 287 30.8 255 25.1 283 25.0 251 21.6 263 22.5 247 18.8 283 19.9 244 18.7 283 18,0 240 16,1 283 185 231 c 0 1 uS
111 In 278 267 28.3 242 23.1 267 23.8 238 19.8 287 20.8 235 11.3 287 46.3 231 15.4 267 76.5 228 � ® a cV � C/)
126n 220 229 22.3 2W 16.3 220 1 18.8 1 205 16.7 228 18.2 202 LO Q X Z O
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: D-.9 r
Anchor Capacity Table 146 ANCHOR CAP _ pp ZE! g INS
�
sw.tmte: 27k Conon:te 35k Cana. II.I1N CMU FlOed CMU PT Wood 44010,1 (OFp,.)X(/ =ANCHORCAP._ 03 --s -
61le-Eton 115'69 Eto0&WEI.* 14'SS Elco 0IOSI.1 0123%ei 912 Steal `MULLION a � � �
Anchor COP Patterns McimrtyP780
'Eko llNmoan 174^Elco tOtracan +lis'Etc*Uibacen IW Eft tnnacen Ag9mG.w a.-(G5)Samt.Ia51 900,;1(GS} USE THIS FORMULA TO OBTAIN THE ANCHOR PRODUCT REVISED
Ultraom Ag9rs0ota unracan
Edge asteoce o2.112' I. 2.172' 34W i• - 2-IW 1• 2-112• 2' 3.7/6' 2• 0.48" 0,54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida
EmWmeM • 1.314" 1.374• IV4• r I-TW 1-114' 1.14• 1-Iw 1-114• 1.114' r 1.379• I-w 1aA.. ACTUALPou
RESSURE REQUIREMENT FOR THE NOA-tiding cede
2 Amhorn04.T5'Mti.O.C.19 nor Ot7.d alp bs 390 Ws 450 me 890 Ite 1644 to 27011. 280Its 35416. 740 ros 374 bs 6641be 948 ms 341 lbs 442 Sin 560129 OPENING,WHEN IT IS LOWER THAN THE MULLIONNOA-No. �7.0630.01
4 Anchors Q 1.15Min.0.0.18Wndmd(ormol)Clip 0,70. Is 700 to NIA WA WA WA 300 Its WA WA WA NIA WA 682 too 885 1120 @s CAPACITY(FROM THE TABLE)OFTHE SELECTED Expiration Date OS(2B12021
3'N9n0.41/(2)215 An9M Gips l(Flo. s 780 tbo WDw 156011. Raw 11. 540 m. Sea me WA 760 is 74811. 680 tb. 16921b. B021b. WS bs 1124 roe MULLION.IT WILLYIELD A MINIMUM ANCHOR2Anchors00.45'Mln.o.C./U-COp,rnto,126'AO.n,tRg. WA WA WA WA WA WA WA WA WA WA NSA WA 71St+. CAPACITY WHICH MAY BE USED TO QUALIFYBye. 195lb. 225 bs 445 bs 072 bs 13500 14010,. 11711. 3701bo 187119 93211. 477 to tin lbs 221 Ws 280 is ADDITIONAL ANCHOR OPTIONS FROM THE --I--Va raduct Contro2Anche901.i5'Mn.O.C1F42 (F'q. 6. 35011. WA WA WA WA 190 is WA WA WA WA WA 341 lbo 44211. Soots ANCHOR CAPACITY TABLE
NOT£:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. `�✓CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE2: TABLE NOTES:
0 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2s4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING,WIDTHS IS ALLOWABLE 717 I t I 1 r 71/
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750" � "a ..S�.1 ly
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMS45IONAL RESTRICTIONS SHOWN ON SHEETS 21-23,
Q FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS,
714•:^ 7k-
ANGLE CLIP MUST BE USED IN PAIRS. • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650•
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED a ,(^ ^7 �•'7 �l
FIGURE 41 FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' ° T
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT O '(l/
Q LEAST.125•THICKAND A36.ALLANCHORS INTO METALSHALL EXTEND AT LEAST3 SCREWTHREADS BEYOND t'X2.75'X.550"MULLION -%C's'•filOR1DP,. ���
-� THE MATERIAL#10, ANCHORS INTO WOOD MAYBE STEEL,18-B S.S.Oft 4105.5. S�ONAL�NG
A LYtJt51MiLLER,P.E.
FL P.E.#68705
TABLE 5A
Mullion Capacity Table ba#11 _
Oponing Width(forterOnOp-spanntrg mons)or Opening Haight(For horizontallpspanring mullions) C b
5o in as In 70 in 801n 901n _ 100 in 120 in 140 in 160h.
P.eclenwier TopTdm9- ftesmn War T
g raP'Tdang. Redolwta TrePIOIeIR• PnctangWer TraNTdan9. Reatangder Tr,WTdang, Fteaterlg9ler TnplhMng. ReclenWtar Tnp7Tdang. ReatanaDiaz Trep7den6 Reciond+Iar 7Fap7Tdang. $u t-
1-x3.125"x Load-9 loading Loading L-big Leading Loadng Loading Lndn9 Loading Loading Loading Loading Inadep Loading Loaded Laadag Loading laadno c�
.500"Alum 2: 2^ 2^ 'fir,.. 2• i^ D t 2 L D D - �• t x a: 3^ t ID D 6
Tube Mua-
g -9" a D a•. o.-. D a D.. ..
-1
a as
4 a
z� s� le
sa rc s oe s �. �� s� �a � �z a� a has
42 in 170.0 820 170.0 435 170.0 744 170.0 47a 170.0 Bee 170.0 508 170.0 992 170.0 519 170.0 Me 170.0 521 170.0 1240 170.0 521 170.0 1488 170,0 521 170.0 1735 170A 521 154.4 1802 170.0 521 v� Jco
481n 171L0 708 170.0 514 170.0 1530 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 680 157.7 1571 170.0 080 135.1 5577 170.0 BBO 116,2 7677 170.0 880 N (n
P =
60.625 In 170.0 747 170.0 503 170.0 896 170.0 631 170.0 1046 170.0 684 110.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1695 170.0 736 121.5 1495 170.0 750 108.9 1485 170.0 756 - o 64UJ
In170-0 797 170.0 612 17eA 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 166,1 1401 170.0 837 149,6 1401 110.0 858 124.6 1401 170.0 Ml 108.6 1401 170,0 081 83.4 1401 170.0 861 K ? W
80 In 170.0 BBS 170.0 701 170.0 1063 170.8 797 158.5 1156 170.0 878 136.7 1168 167.0 928 12'3,3 1156 15¢S 817 111.0 1158 140.7 910 026 1158 144.5 803 70.3 1158 144.5 00 69.4 1158 144.5 903 I-^ m gZ
631n 170.0 930 170.0 745 159,8 1049 170.0 850 137.0 1049 155.5 gag 119.6 1049 141.7 846 106.5 1D49 1320 836 95.9 1049 125.5 828 79.9 1049 119,3 510 68.5 1049 118.9 818 59.9 1049 118.9 810 O (n g m 1
C 58 in 166.9 955 170.0 788 138.0 '455 151.3 804 119.1 055 133.7 788 1042 956 121.4 775- 026 955 1128 765 83.4 853 106.4 757 69.5 955 09.8 749 69.6 955 98,7 746 fi21 065 98.7 748 Z Of Z LU
LU U
,j 721n 128.5 803 134.8 697 107.0 603 114.9 082 91.8 803 101.1 670 80.3 003 912 659 7L4 803 83.8 649 64.2 803 78.8 642 535 BOB 72.2 632 459 803 69.8 826 40.1 8D3 69.7 @7 W g 0
'le in 108.2 721 114.1 829 01.0 721 070 810 7Ag 721 65.1 605 �.3 721 70.5 585 60.7 721 70.1 580 dt5 721 85.4 579 45.9 721 59.4 6W 39.0 MI 58.8 604 34.1 721 50,1 663 OOO Z
7B R3 101.0 684 105,4 599 042 804 99.4 587 722 084 744 578 831 684 7¢4 367 68.1 884 84.4 558 50,5 864 SaB 551 421 084 54.1 541 30.1 681 51.3 538 31.8 984 50.8 934 Z z~F Q
r
WI 85.0 514 87.0 On
438 54.8 314 578 448 47.0 6N 60.0 440 41.1 514 448 433 3fl5 St4 405 127 32.8 614 37.3 421 27A 514 33.0 412 23.5 514 30.4 100 20.0 S14 29.0 403 6.. Q 117 Z N Z--
(9
981n 54.2 452 85.7 401 45.2 452 47.0 398 fi35.745-2 40.8390 33.8 452 38.4 384 30,1 452 32.9 378 27,1 452 308373 226 452 26.8 305 10.4 452 20.2 359 1fle 452 22.8 355 d f/) xa �a�108 h 38.1 357 38.9 372 31.7 357 327 317 284 312 2&8 357 25.2 300 21,1 357 22.719.0 357R0. W N 111 h 35.1 338 35.8 308 28.2 338 30.1 301 28,1 298 21.9 338 23.1 292 18.5 338 20.6 288 17.fi 738 10.0 284 14.6 338 18.5 T7B 125 338 14.8 773 11.0 338 13.8 268 v) �120 tt 27.7 RBB 2B2 R83 231 280 23.7 259 20.5 738 17.3 209 1d1 252 150. 289 18.3 249 13.9 288 14.0 246 11.6 289 128 R10 B9 IBB 11.4 230 9.7 209 10.4 232 („) x Q O O
Q Z
TABLE 5B - - - ANCHOR CAPACITY ADJUSTMENT FORMULA: a �m m0 yp
AnchorCa acl Table(lbs) p ,. m i�m�
6UlsV4le: 274 Core tae 35kCmr. Hg1w CMU FNed C7AU PT Wood Mdal (pp,�)Xr�CHOR CAP.,°,,,",\_ANCHORCAP,,,,,
5'1'"6 V4.6SFko 5715 Elco t!4'SSEIco 910Sted 012SIMI 012SIRI \MULLION CAP.,®,,,
/J
Anchor Cllp Pattoma AIKBar type 3'15 Elco Unman v4'Eko U9mcon 3ii5 Elio unraon 114•EUOUn2con W ( ) ( ) (353 USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED
Ulhacon AggeGalor UR2con A IeGffior Screw C3 Screw G6 Bcrau y� g
Edge Distant" 1• 2-112 t' 2-v7 3.1/8• 1• 2-v7 1' 2-v2' 7 348" 7 O.A. 0.64• 0.32x' CAPACITY REQUIRED'CORRESPONDING TO AN Building tContleWlth the Florida
Enpemlem n +aro• talB ts/r 164• 2• t-vq• 1-v4• 1-v4• +-vr. 1-v4• 1-114• 7 1-ata• tare• w.Ms ACTUAL PRESSURE REQUIREMENT FOR THE NDA-No. 17-0630.07
2 AnchM 4.7S M e D.C.I Mae!adaOlee+cop 070 tY 390W 390 is 450 me B90 Me 1644165 270lb8 200 MR Ib, 740 Me 3741bs 661® ma It. 3411b5 442168 560 Be OPENING,WHEN RIS LOWER THAN THE MULLION
4 ArchonG1.15•MIR D.C.r StandaVArqIeCIIps4(19g.3)La
1)Clip g2Y 700 N1A IUA NIA NIA 380 Its NIA WA NIA WA IgA 6821ba 68510s 11210s CAPACITY(FROM THE TABLE) THE SELECTED Expliatlon Data 05/26/2021
1-7: 4Amhors@3'MIe O.C./(n 780 is 630Ibs 15WIte 18M Ibs 540766 S601ps N/A 7601Is 74810s BB09s IB92 Ra 662166 BBS It6 11200s MULLION.IT WILL YIFW)AMWIMUM ANCHOR
3Arciton M 0.45'Min.0,0.1 U-0Ilp, AWm.1710.d): NIA WA NIA WA" N!A N/A WA WA IUA NIA WA WA WA WA 10791M. CAPACITY WHICH MAY BE USED TO QUALIFY BY
FClip(19&4 195lbs 19s Its ?2616, 445163 822106 136@s 14006 mins 370161 187106 332106 673119 noun 221 lea 280 Bs ADDITIONAL ANCHOR OPTIONS FROM THE Mloml-Da eProduct ontro2AnCrW01.tB• Fan9(%a 24OMS 3501bs N/A WA IVA WA 190168 Nal WA NIA WA WA 341166 442163 SW I� ANCHOR CAPACITY TABLE. r
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. '
1-^1.000"-4
FIGURE 1: FIGURE 2: TABLE NOTES:
® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
® SEE SHEETS 2-4 FOR GENERAL INSTALLA11ON METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3.125' `�55 Y Y
� 71/7
FIGURE 3: pN,, NN
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIM ...DIMENSIONS,SEE SHEETS 21-23. `� '�`�•'
0 • • ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. `
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 •�
Ds�,
' 7�-
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED T n. -
FIGURE4:
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED I 'D : •�-77-�FIGURES: FIGURED: YELLOWSOUTHERN PINEWITHAN SGOF0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" �•' T:THICK.STEELSTUDSTO BEAMINIMUM GRADE 33AND.045"THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT 1'X(1-VFMULLIO WON �O'- ���
I I I I I I I I LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (i"VF MULLION) %tCS1•'•;C<OR[D P..•'G\C�'�
II II II II 0 I(jl I I-�-e THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR410 B.S. � S��NAL�� ``
A,eyiimrola F�,P.E.
FL P.E.#58705
w �
TABLE 6A ory pp
Mulllon Capacity Table(Ibs/te) 3 0 Y
Opening Width(for wrUm*spanrirlg MLO[One)or Opening Height(for hodznrdeksperndrg mWorts)
so in 60 in 701n BO DI DOI. 100 in 1201. 1401h lea[.
FtrntanONar TreP'iHana. Recmnguler Trevlwan9• Rectangder TmpR5an9" ReatangNar hapRdarle RectmlgWar 7rep711farg. Renenpdar 11ep1i6en0" Reclanpder TmplTdan9• Re4tmigular, TmpTTrlang. Rectangular Trep/idenG 6 ...
1%42.125 Inadln8 Lnadn0 L-bg Looting Lcedag Loading Lowing Loading Leading d Lcadnu L-an. LcadOtg leading Loading IPsdng Loading L-&m Lmdng
AIUTMTuba A.
MuDion LO
LU
421. 170.D 820 170,0 435 170,0 744 770.0 478 17&0 868 170.0 506 17&0 992 170.0 519 170.0 1116 170.0 621 170,0 1240 170.0 621 170.0 1488 170.0 521 145.8 1489 170.0. 521 127,8 1489 170;9 521 to =
W J �
48 In 170.0 708 170.0 524 17O.D 650 17MO 694 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 156.3 1303 170.0 680 130.3 1303 170.0 030 111.7' 1303 170.0 880 97.7 1303 770.0 680
50.626 In 1740 747 ITO.D 683 170.0 888 170.0 631 .170.0 1046 170.0 684 170.0 1195 170.0 723 1541 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 1ODA ,1235 170,0 758 87.8 1236 170.0 766
LU
64h 170.0 797 170.0 gig 170.0 858 1740 691 170.0 1118 170.0 764 154.4 1165 170.0 803 7372 1159 170.0 1137 123.8 1158 170.0 856 1029 1158 170,0 061 862 1158 170.0 B61 77.2 1156 170.0 081 R m (m'7 y
601n 170.0 565 170.0 701 16&7 1042 170.0 797 1429 1042 felt 832 125.1 1042 1447 815 1112 1042 13&8 801 100.0 1042 13&2 791 a3.4 1042 1251 752 71.5 1042 125.1 782 625 1042 1251 782 I=- 4D 0
031n 17D.0 030 170.D 745 151.2 692 1616 819 129.6 952 144.4 799 113,4 992 131.0 782 100.8 992 121.4 766 90.7 992 114.8 758 759 egg 100.4 745 64.8 992 103.0 744 •Bb.7 602 10&O 744 - C7
6861 185.4 947 170,0 709 137.8 947 146.0 700 118.1 947 130.3 780 103.4 947 117.7 752 91.9 047 108.7 738 927 947 1022 727 63,9 947 95.1 713 59.1 947 94.0 711 51,7 947 94.0 711 Z z V u m eU
C72M 135.8 819 1427 737 1132 849 121.6 771 87.0 849 10&B 700 64.8 849 98A 890 75.6 649 86.7 686 87,9 819. 52.7 676 669 848' 75.3 459 48.5 549 725 652 42.6 049 724 651 w � a� s
J 761. 176.5 762 120.7 866 80.1 762 1026 652 82.5 762 80.0 640 72.2 762 80.9 629 64.2 762 7{.2 670 57.6 762 682 613 4&1 762 62.8 602 41.7 762 69.9 557 36.1 762 69.4 594cn
2
J
78M 106.9 724 IIIA 634., 89.0 724 94.8 j4O.9
54 82.9 609 69.8 774 74.4 689 68.5 724 641 591 53.4 724 63.4 503 6454 724 67.3 673 382 724 64.3 $67 33.4 724 53,5 565
J
H
BO bI 69.0 613 71,0 407 68.0 613 60.7 3 52.9 466 43.5 643 47.1 468 38.9 54J 42.8 452 34,8 543 39,8 44fi 29.0 643 34.8 476 24.8 543 321 430 21.7 643 30.7 426 Z Z
6I- Q 2i Z N
BB in 67.3 /7B 689 427 47.8 478 19.7 8 432 412 35.8 475 38.5 40O 31.5 478 349 400 2&7 478 320 305 219 478 28.1 388 20.5 178 25.6 380 17.9 178 21.2 J76 R � Ny0 NOIca In 403 377 411 341 33.5 377 34,0 7 30.0 330 25.2 377 26.0 325 22.4 377 24.0 321 20.1 377 220 317 16.8 377 19.0 310 14A 377 17.1111 b 37-1 357 37.8 327 30.9 157 376 57 71.8 31J 73.2 357 24A 703 20.6 357 22.0 305 10.5 357 20.1 301 15.{ 357 17A 194 r., LLI X299279 24.5 306 29.1 6 21.7 270 18.3 J06 192 297 19.3 305 17.3 203 ®
F144 1. 17.0 212 172 196 Jfl a a s-- Z 0
TABLE 613 ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor CaacI Table ba ANCHOR CAP.,,o.,,,c
SaMueta 2.Tk Caorete 3.5k Cane. Hall-DAU
Filed CMU FT Wend M.W (DP)X( )_ANCHOR CAP.,,m w
317e"Ek. 114.65 Ekro 976•ties IM S9 Mco 610 steel 912 Died 912 Stcel MULLION CAP.,o.,,,s PRODUCT REVISED
ArmMr type: 3776 Ben Ub,.cn 1/4'Eko Ultracon 3/1O°Eko Ulb- 1l4'Eka Ur-cn
Anchor C9p Patterns ullreean Agarecazn URmcan AOOreOalor screw(os)screw{cs) screw(e5) USE THIS FORMULA TO OBTAIN THE'ANCHOR ae complying with the Florida
Edge Dblenoa hn}. 1• &11' 1• 2-IW 3-118^ 1• 2.11' 1• 2-Ir2- z' 3.16" 7 0.46• 0.54• 0324• CAPACITY REQUIRED'CORRESPONDING TO AN Building Code
Embedment MC ta/4• 7"3/4• 1.314° 1 1414' 7 1-1/4' 1414• 1-114• 1-14' 1.1/4• 1-1/4 2" 1.3/6' tale• fades ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2M.W.04.7.Min.O.C.I Standard w Oda et CUP(Fly.152k 390 ics 390 Ws 4501bs 890 lbs 1644 ms 270 ms TBOIbs 354 an 7401ba 379 Its 664 Ice 948164 3411.66 4421be •6601ns OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 0512612021
4 Amnom 02254 Min.O.C.I Slamied(w Orcset)L11p(FID.3I 7oa D. 700104 NO ms 14101bs 952 lbs NIA 560 Ib. WA 630Ib5 WA B801b5 �WA 682 m6 B651bs IIN ms CAPACITY(FROM THE TABLE)OF THE SELECTED
egrcliom®1.15'Ml.as/sdndwd(crO0se0 CRP(R0.4k 960 be 14000m WA WA WA WA 7w[be NIA WA WA i WA 1363 Do IT10 IN 224o MULLION.R WILL YIELD A MINIMUM ANCHOR By
4Atwham®8"MIn.O.a/R)245 Anglo Clips/(FU.Sp 7110Ibs 780IM 6801ba 1580 t. 1898Ora 640 On 560 fm WA 760165 740166 8801ba 1B921bs 6B21ba 6851b6 1120 ibs CAPACITY WHICH MAY BE USED TO QUALIFY Miamr-0 a product Control
-- S Anchom®Y MI.O,a/1)245 Angie Clips 7(FIg.O): 11701.65 1170 Na 1020 rob 2340 Ds 2844 Me 870 8rs 640 ros NIA%315
1122 me 13201ba 2838 8>e 10321.66 1327 mb 1880 @a ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anchom®OA5"MM.O.C"I lltlip,Inlo,l2d'ANm.(Flp.7): WA WA WA WA WA WA WA NIA WA WA WA WA NIA 1430.4 ANCHOR CAPACITY TABLE
2 Anclwm®2.54'MI.O.C./F-qb IFh.5L 350 ms 950 On 290 U. 705166 476 IDs WA 280 Ibs WA N/A 4401bs WA 341 Ibs M21Ds 660106
4Anehom®1.15'Mln.OZ./FCI (Fig.9): 480 The
7001bs WA NIA WA WA 380 IM WA N/A WA WA 682 Ib. 885 Me 11201be
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -y 1.000' �---
TABLE NOTES:
FIGURE 1". FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: 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. ```��aONY LYNN
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .t\...•' /(
• • • � L,ICENSF''•.
• • • • • • 4.0(10' ••� S
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW = No.58706
FIGURE 5: FIGURE 6: FIGURE 7., SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ •
•; *_
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �J)'•, b � /1Z�9`
• • • • CONCRETE{BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW ,125• SOT••. SATE
• SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK STEEL i '•.',cCORIDA.•'' \?�
STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.12T THICK
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 8 1'X 4•X.125• A'LSrtON1 MIlL12F�;P.E.
#12 ANCHORS INTO-WOOD MAY BE STEEL,IBA S.S.OR 410 S.S. MULLION
58705
TABLE 7A H
Mullion Capacity Table Ibsht2) - o �
Opening NItl0(ortaiticays3eming mWflotp)or Height(fwtod2ontaDY-panning mNllor3) 6'
SO In 60 in 701n 801n 90In too In 120 b 140 in ISO In �3 ^ o
Rac"DAat Ttrp/TdanO• Redan�lar TmpRdan9.[17
7%4%.376 ��g Leading Load, LoadngdnO Loading Lading Loading Loading Loafing Lauding Lading laud, Loading Laadng L.W.9 Laedng Loading wAWm.Tube �Mulliongc �� Cqa s s s s s rs s$ s ss s s ] s � s a s s ss ys a � 0
LU
E 421n 170.0 620 170.0 435 170.0 744 170.0.478 SEE 170.0 508 170.0 992 170,0 619 170.0 1116 170.0 521 170,0 1240 170.D 521 170.0 1488 170,0 621 170.0 1735 170.0 521 170.0 1983 170.0 621 J (p481n 170.0 708 170.0 524 170.0 850 170.0 584 892 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 677 17D.0 1417 170.0 680 170.0 17UU 170.0 680 170.0 1983 ITUA 860 151.8 2024 170.0 680 KJ �50.675In 170.0 741 170.1) 683 170.0 B96 170.0 031 1046 170.0 614 ITOA 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170,0 1783 170.0 TOO 158.0 1918 170.0 756 136.5 1919 17D.6 756 = �o. _
54In 170.0 787 170.0 .612 iTD.O 956 170.0 641 1118 170.0 751 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 1'70.0 858 158.9 1798 170.0 061 137.1 1799 170.0 881 120,0 1799 170.0 881 ut C3
C3601. 170.0 88S 170.0 701 170.0 1063 170.0 797 1240 170.0 876 170.0 1417 170.0 044 170.0 1594 170,0 996 155.5 1618 170.0 1033 129.6 1819 17.1) 1063 111.0 1618 170.0 1083 872 late 170A 1063 � LU631n 170.0 WO 170.0 745 170.0 1116 170.0 890 1302 170.0 940 170.0 1488 170.0 1016 186,7 1612 170.0 1076 141.0 1642 170,0 1122 117.5 1542 160.5 1158 1DO.7 1642 167.9 1167 98.1 1542 167.9 1157 S ?
666 170.0 674 170.0 788 170.0 1169 170.0 903 1384 170.0 1002 160.6 14R 170.0 1088 M2B 7472 165.8 1148 128,5 1472 158.8 1130 107.1 1472 147.0 1108 91.8 1472 748.0 1104 80.3 1472 148.0 1104 Z V72In 170.0 toga 170.0 .078 170.0 Iva 170.0 IOFB. 1320 -166.2 1101 1320 1320 149.0 la62 117.3 1320 137.8 1068 105.6 1320 128.8 1048 80.0 1320 117.0 1074 75,4 13211 112.6 1013 664 1320. 112.5 1012 e� 2 W 0
Te In 170.0 7710 170.0 937 149.6 1184 159.0 1013 12&2 1184 139.9 881 1122 1184 1217 976 89.7 17e4 115.3 061 608 1181 107.5 852 74.6 1184 87.6 935 641 1184 83.1 827 18.1 1184 92] 925 j Z
LL
786 166.1 117.0 170.0 067 138.4 1124 1474 SOS 1111.6 1124 129.8 947 103,8 1124 115.6 931 92.3 1124 105.0 878 83,0 1124 98.5 906 692 7124 69.0 690 59,3 1124 84.3 Gal 51.9 1124 832 878 a r
f
906 108.1 044 111.5 750 90.1 844 94.3 736 T7.2' 844 82.1 724 67.6 644 73.3 712 60.1 844 66.5 702 64.0 644 61A 693 45.0 944 54.2 678 38.6 644� 50.0 660 33.8 844 47.7 662 FFZ- ¢ � Z N �
96 in 89,7 702 81.5 663 742 742 77.2 852 636 742 07,2 841 55.7 742 69.8 631 49.6 742 64.1 623 44.6 742 49.8 014 37.1 742 43.8 fico 31.8 742 394 tr90 27.8 742 37,6 ISM a in O"O
1066 MA 586 619 630 62.1 688 63.9 621 44.7 508 46.6 513 39.1 686 1 41.4 1 605 34.8 589 37.3 498 31.3 686 342 492 20.1 688 29.6 481 71.3 686 26.6 472 19.6 648 24.7 466
11118 6T.6 555 68,8 503 48.0 855 49.6 405 412 455 42.9 487 38,0 rub 30.0 480 32.0 655 34.2 473 28.6 855 31.3 467 24.0 555 21,1 457 20.6 555 7.4.3 446 16,0 555 22.4 442 r�.1 )(
1201n 45.6 476 48.4 433 38.0 475 39.0 426 326 476 337 420 28.5 475 29.8 414 25.3 4!LI771 409 22.8 '475 24.5 404 19.0 475 21.1 395 16.3 176 187 387 14.3 475 17.2 381 0 U X
1441n 28A 330 26.7 305 22.0 1 330 224 301 iB.9 330 78.3 297 18.5 1 330 17.0 293 S z 0.
Q
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: a �'a m0 5-.0
Anchor Capacity Table ins ANCHOR CAP,,,^,,,,.& LUD �°- ew b'
substrata: 2.7k Concrete 7.Sk Cent. Holrow CMU F01ed CMU PT Woad Mehl (DP)X( )=ANCHOR CAP.,,, A o
6/18•EJco U4'ssEka5n8'Eleo va•ssEta diosIel •126teel e125led MULLION CAP.,,„,,,,,,, pRODUCTREVISED
AnchorType: 3116 Elsa Ultmcan 1/4'EIoo UOmaan 3116'Eloo Ulaacon 1/4'EIeo NUacm
Anchor Clip Patterns ul�pon A99MG.1ar U11a4en ADO.Galor S.-(05)S,-(DS) screw(05) USE THIS FORMULA TO OBTAIN THEANCHOR 145 eompiyylng with the Florida
EdgeO erme(b7 1' 2-iJ7 I- 2-12 3.1/8' 1• 2-t/2• 1- 2.12' r 3.116• 2• 046• D.W 0,3242 CAPACITY REQUIRED"CORRESPONDING TO AN 9uilding Code
Eml,adnna(Int tan• 10'4• 10/4' 1-314' 2 144 1-114° 1.114' 1.114' 1-1/4' 11-114' r t-W 1_3v ved. ACTUAL PRESSURE REQUIREMENT FOR THE NOMNo. 17-0630.01
2 Anoham@4.7T MIn.O.C.I Standard ar Crzet Clip(Fig.162k 300 ba 390 lb. 45060 6901& 164410. 270 On 280 I 354 lba 740 lba 37416. 6G4 lb, 940 lba .341 Ib. 442 an SOD lb, OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhas @ 223 Min-O.G/Slardad(orOmet)COP(Fi9.37 700 ma 700 lbs 5801bs 1410160 9521bs WA swim' WA 630 lbs WA 680 lb. WA 692 b& ea!lbs 1120 Du CAPACITY(FROM THE TABLE)OF THE SELECTED ExPlratlon Data 05/2612021
BAnchom@1.15-Mbi O.C.I Standard(or Oftel)Clip(Fig.4= BBOma 1400 lb, WA WA WA WA T60 obs WA WA WA NIA WA 136310. 1770 lb. 22405n MULLION.RWILL YIEIDAMINIMUM ANCHOR By
4Arohue®3'Min O.O/(2)91.5 Angla COM/(Fig.5k 700 h3 780 IM. eeo @s 1560 Lbs 1980 Wa 540 ms 360 Wa wa 760163 748 016 Bea 1b:, 1082 ma 66216. 08516. f
CAPACITY WHICH MAY BE USED TO QUALIFY Mlam a Product ntro
6 Amharsa r No.O.C.1(2)24S Angle Glp.I(Fig.BL 1170 lbs 11701bs 102D lba 234016. 2B441be 6101):. 640 lbs WA 1140 lbs 1122 No 1320160 2838 ma f0221bs 1327 Ibs ADDITIONAL ANCHOR OPTIONS FROM THE
4 Amhara®OA5'Ndn.O.C,/11431p,NW.726•AWm(Fig.7): WA WA WA WA WA WA WA WA N/A WA WA WA WA NIA ANCHOR CAPACITY TABLE '
2 And-@ 22V Mln.O,G/FLlip(Fig.87 350 @s 35016. 290 ma 705110 4713166 WA 280 0s WA 315 ma WA g401ha WA 341 @s 41216.4 Amh.m @ 1.15 Mh.O,C!FGOp(R0.et 480lbs TOO Lbs WA WA NIA' WA 300160 WA WA WA NW WA 6B21hs 80510.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --•� 1.062• f-•- -j 1.00D'
TABLE NOTES:
FIGURE I: FIGURE 2: FIGURES: FIGURE 4: FIGURES: FIGURES: 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. I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING WIDTHS IS ALLOWABLE. `����ONY LYA11v
• • •
3 MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE L•10EN,gF•;�(�
• • • • • • • )
0' 4.000, � Q�• •.1(1
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.00 •�
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705
FIGURE 6: FIGURE 6: FIGURE7: - *-
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE
• • • •
PRESSURE-TREATED3-75ANDBMiYELLOW SOUTHERN PINE EL S AN SG OF 0A ALUMINUM DE 33 E :QTS ATE F
8083-T6 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.Oa6'THIC375• �37i'6' i <OR{DP..•'•���
LLANCHORS
INTO METAL SHALLTRUCTURAL EXTENDA FJ�3TE3 SCREW THREADTO BEAT S 25'THICK BEYOND THE MAL.#10 8#12 1•x a•X.37S7 1•X 4'X 075' I '"*" Nq�
ANGLE CLIP(FIGURES 596)MUST BE USED IN PAIRS. A.LYm Mi4hEPl,P.E.
ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION
FL P.E.#58705
TABLE BA ® �
Mullion Capacity Table 163111'
Opening Width(for martlmlly-span Ing mdGons)or Oponing Height(forhodzordally-spenning mulllons)
W G
Win 601n 701n 8o in BOIn 100In 12D In 1401n 160 In y o
126"X ReemngWar TlapRdang. Rectmlgular, TrapTlanp, Rectangular TeplTdonO• Reetan9�def ThMden9• Reeten9dar TraplTdmg RedengNar TrapfTdang. Raetenlpdar ihpRdang, ftectengNar TropRdenp. Reetangufar TraNTden& YX
Lowing Leading Laadn9 LOadn Loading Loading Lcadin Loading Loadn Loadln Loading Laaan Loading Loading Loading Leading Loading Loading
g 9 9 9 0 B 9 89 8 0 6S 0
2658A1um �.. `fi [124
t 7e 3 k' '� 3 S .;" �• £ z a'. a � B .#.' 2• z a a i a'
Tube Man �� 8 = � o � toNv66� tr 6♦y trK 6 r 6 - 6 to g € fr I1fr� fr bis 58 �u Z v` ` W421n 170.0 820 170.0 170.0 744 170.0 q8 170.0 Sea 170.0 508 170.0 992 1TO.D 510 170.0 1178 170.0 521 170.0 1240 170.0 521 170.0 4188 170.0 621 170.0 1735 170.0 521 151.fi 1769 170.0 521 m 0481n 170.0 706 170.0 170.0 950 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 1545 170.0 680 110.1 IRS 170.0 WO (n
S0.825 in 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1045 170.0 884 770.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 755 138.2 1468 170.0 756 119.3 1468 170.0 766 104.4 1468 170.0 758 LU lY
5co U-1
4 In 170.0 797 170.0 612 170.0 859 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 SM 1W.1 1376 170.0 837 140.8 1376 170.0 856 122.3 1378 170.0 861 104.9 1376 170.0 861 81.7 13TS 170.0 g81 W pO
K
Win 170.0 885 170.0 701 170.0 1063 170.0 787 156.8 1136 770.0 679 139.0, lUa 167.4 830 123.6 1158 156.8 919 111.2 1156 150.0 912 92.7 11sa 1M.8 055 70A 1158 144.8 005 68.5 1158 144.8 g05 F W t0
031n 170.0 930 170.0 745 160.1 1051 170.0 SW 137.2 1051 155.8 862 120.1 1051 142.0 848 108.7 1051 132.3 637 98.1 1051 125.7 830 00.1 1051 118.5 822 66.6 1051 118.1 021 60.0 1051 119.1 021 C1 Q
66 in 167.1 S67 170.0 789 138.3 857 151.6 W5 119.4 957 134.0 790 104.4 967 121.8 777 82.8 857 112.8 767 83.6 957 108.6 758 68,6 857 100.0 750 68.7 867 ee,e 718 52.2 057 BB,9 748 =u m UU
4a 721n 128.7 804 1332 696 107.3 604 1152 684 614 SO4 101.3 671 60.4 604 01.4 660 71.5 W4 64.1 650 64,4 804 78.8 643 53.6 804 72.3 833 46.0 604 69.9 629 40.2 604 69.8 628 {�o 's S'Q
76 in 109.0 722 114.4 670 012 722 972 616 782 722 85.4 606 68.4 722 76.7 696 W.9 712 7R3 690 64.7 722 65.5 680 45.6 722 58.5 570 39.1 722 $6.7 565, 342 722 662 564 3 J 6 fi rcZ ,
76
In 1012 685 105.8 600 84.4 685 89.5 598 77.3 683 70.5 5Ti e3.3 085 7oS 968 682 68S 64.5 560 50.6 555 60.1 563 422 686 64,3 693 36.2 685 61.4 617 31.6 685 80.7 SW Q to r r
801n 64.0 616 W.0 467 5{.9 515 57.5 M9 47.1 616 50.1 M1 41.2 513 M.T 431 30.8 515 40.8 428 33,0 516 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 614 29,1 404 Z N ¢ N
rr Q X Z
B6In 54.3 {53 59.6 404 45.7 453 47.1 387 30,6 153 41.0 391 37.8 453 -A 385 302 453 33.0 379 272 453 30.4 374 22,8 453 28.6 3W 18.4 453 24.3 380 17.0 453 27.8 356 a h 03 tl ••Q..co
login 38.1 358 39.0 323 31.8 356 32.8 3Ie 27.2 358 25.4 317 23.0 358 252 3D8 21.2 358 22,7 304 19.1 356 20.5 300 15.3 358 10.0 293
47 _ _
111 m 35.1 338 354 306 29.3 336 30.1 301 25.1 338 26.1 297 220 339 23.2 287 19.9 770 20.8 289 17.6 338 19.1 285 N U�" X Y Y
120 h Z7.a 290 28.1 264 23.2 290 23.8 260 109 290 20.6 756 17.4 210 182 253 15.4 790 16.4 249 ® I-- N
N
U Q
14461 10.1 201 185 IB6 d T Z
e mO s0
TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: O -
u
AnchorCspacRy Table(lbs)
Cm'
SUM= z7X omtlae 35t car. moo amu Filed= PTWatd Meta (DP,,,)X� ANCHOR CAP.,,, .
5•t6"Elco v4•ssoco51t6•ec. lfl.Exo 010Sled s1261eel .231.1 MULLIONCAP. PRODUCT REVISED
Anehor Clip Patterns 'Amhor77pck11111A
o UOiaon 114`1x0 mweon 3'1S 13touarxen v4`EkoUleaeon W S(GS) P,57 (G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as eompting with the Florida
UOrxon AggreGator Ut2cm A 2caa serOw cs serer scree did
Eege Osbnee 9nT2-112 r 2-1/r 3•tm' r 2.112• 1• 2-1rr r 3.114 r SAW 0.64• 0.324• CAPACffY REQUIRED°CORRESPONDING TO AN Dulldin9 o e
nea 1-3'4• 13/4• 1.94' r 1-114" i-114 1.1/41 1.114` 1-114• 1-114• r 7-318• 1x16• tarter ACTUAL PRESSURE REQUIREMENT FOR THE OA-No. 17-0630.0'1d47Ymin O.a l stand0nla Odd alpXU 390 a6 45003 Meg. t 0. aotm 2e01ns 354 ms 7d01i. 3741bs 6fi4 In 946 In 311193 442In 5W� OPENING,WHEN IT IS LOWER THAN THE MUWON Expiration Date 05126(2021
4 ArrhOro Q 7.15•Mlrt O.G/Standard(a Olsd)tap(Rg.$ 7W to WA WA WA NIA 380 0a NIA WA NIA WA WA 682105 885Ins t121 IDs CAPCITY(FROM THE TABLE)OF THE SELECTED
4Am110r9®YMIn.O.C./(1IDC5AtgleGips/(Fig.37 780In 6008" .ism m5 Imsim ale in 5W 0. NIA 7W Ins 7481ns amw 18920. 6821[6 BBS Its it271m MULLION.IT WILL YIELD A MINIMUM ANCHOR eyArehom60.45'LiIn.O.C./u-a1p,lydo.126'Alwn.Oig47 WA WA WA NIA NIA WA N!A WA NIA 7UA WA NIA WA 1430 m5 CAPACITY WHICH MAY BE USED TO QUALIFY Miarrl-0a roduct ons
_ 7 Arcrnrl FCllp(FlB 5T 195 w lga m6 225 ft 443Im- 822 Me 135 ms 140 a. 177 m! s7o Ins te7lbs 33z m! 473Ibs t7o n1/ 2z/1m 260 m5 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anerols U 7.16'Mlrt O.CJ F-0II g bX 7/A®5 35011. NIA WA WA N/A t W IIs NIA NIA N!A WA lUA 341®3 4421!8 6W Ins ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
I
FIGURE 1: FIGURE 2: 1-^1250"--I
TABLE NOTES:
® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I
® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `t t 111 I 117177//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ���JtO .......Vv
FIGURE 3: %Ujc IV '•.�� �i�
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3-188"
CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �.;' NO.58705
O ® e e BE USED SHOWN,ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .26W
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - Z
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL t a_ %AO '� vT;•
FIGURE 4: FIGURE 5: FIGURES: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 'i 4!/
® 6063-TSAND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND iC�St•'•;c....... ,•'•�Z�
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL 125'X 3.1 VF MULLION)LION ZONAL ENG
i
O ® ANCHORS.INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL '7771)1111 t 117
#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A LYNN MILLER,P.E.
FL P.E.#58705
TABLE 9A ® n
Mullion Capacity Table lbalfts tex
Open(nBWU1th(forwrUca*apmv&Vnodlions)orOpening Height(rorhorizonte0y-6ponning mullbns)
IA N ea h 701n 801. 901. too to 120 M 140 In 16010 yj i a
}i O
1.25x328 Reclangller 7Fad78ellg. R6elarquNr TrepRdanp. Reolene0ler Tvp7dang. Ro.len0uY4r TraplRl.ng Raelen9uhf T.."oo,. Re..dl.U" T.Am Re..dllnlar TrL..dlan0. ReolenWler TrL..dlang Real.nag TrLp Bong.
L..dhp LOBane Loadln0 Lending Leedha Leadlna Lo.&.0 I...6mg Leadoo; Loaaln0 Lo.dlnO Loedlnp Loatllnp Leading L4.tlln0 Loedinp Loedlne LaatlNB m
x.790 �Y
Alum.Tube _ Z•_ g,. 2 Al _ b' $T,_ _ _ _ '�' _ R'.. LL
munton
LO
42 la 1700 610 170.0 435 170.0 741 170.0 478 170.0 Dee I7D.0 605 170,0 092 1700 518 170.0 7118 170.0 627 163.3 1118 170.0 521 127,7 its 170,0 621 109.5 fila 170.0 521 95.8 1118 170.0 521 W 0 _
411 In 170.0 708 170.0 524 170,0 950 170.0 6& 107.6 Bis 170.0 830 148.7 076 170.0 561 130.4 678 170.0 677 117.3 078 1 DD.0 660 27.8 978 170,0 00 93.8 878 170.0 980 713 B7a 170.0 680 K J
50.825 in 170.0 747 170.0 597 1700 888 170.0 971 150.7 927 170.0 684 131.0 027 1865 708 117.2 927 1591 Bog 105.6 927 156.3 698 87,9 927 1593 696 16.4 827 150.3 695 65.9 827 156.3 686
0
LL
5q in 170.0 797 1709. 812 161.5 0811 170.0 e91 1326 888 163.9 BB7 116.9 1169 1d1.6 1180 70.10 069 134.0 080 927 BOB 129.0 654 77,3 868 128.11 662 88.2 989 1269 652 67.8 068 178,8 662 V, t1I O
601e 143.2 746 1619 634 118.4 748 1323 020 1023 746 117.8 ec9 88.6 740 107.8 599 76.6 746 101.0 892 71.6 748 06.6 '587 69.7 746 83.3 583 51.2 748 03.3 583 44.8 746 83,3 683 K m O a)
• 03N 123.1 'BTI 1320 579 103.1 077 113.2 668 09,4 BT7 100.4 656 77.3 677 91.4 648 58.7 077 85,2 539 61.9 677 81.0 634 51.6 677 77.0 529 412 877 76.7 628 39.7 677 78.7 6211 (� '(U
c 65N 107.11 817 114.1 910 69.7 017 97.6 5111 79,8 671 69,3 509 67.8 Oil 1B9 600 59.0 617 728 404 63.8 617 68.T 489 44,8 BIT 84.4 403 38.4 017 63.7 482 03.0 617 63.7 4e2 C9 2 d.LU Z
"4 72N 82.9 6111 87.1 450 Bat 5111 74.2 UO 59,2 9i8 116.7 -032 519 5111 56.8 126 9.6.1 610 61.2 4111 419. 610 50.7 414 34.8 51B 48.0 '400 29,0 518 45.0 405 26.8 618 45.0 405 = Z �Z
c J m �U
761n 705 405 73.7 408 SQ7 496 0211 398 60.3 486 51.9 ']BO /d.1 465 49.4 384 39.2 465' 46.3 378 35.2 465 422 314 29.4 465 303 387 25.2 465 36.5 364 220 465 982 393 p
To In W.2 441 860 387 64.3 441 67.7 379 48.6 441 60.8 372 40.8 441 45A 380 39.2 441 41.6 300 326 441 3Q7 350 27.2 NI 9d.9 341 23.3 441 317 30 20.4 441 327 346 0, o O Z
BO h 42.4 332 43.8 2116 3Qd 792 37.0 289 30.3 332 023 284 18.6 332 28.6 200 23.11 332 26.1 T7B 11.2 332 Z-0.1 2R 17.7 332 21.3 266 15.2 332 78.8 261 13.3 932 191 260 Q O
80h 35.0 281 35,8 260 78.1 2111 30,3 250 15.0 2111 294 262 219 2111 215 2411 16,1 291 21.7 2d1 17.6 281 18.5 241 14.8 281 17.1 238 12.5 291 15.6 232 Z r0 Q N m
108 N 74.8 230 26.1 208 208 210 21.1 205 17.5 230 193 201 15A 230 102 198 Z65
111 N 22.0 218 23.1 197 iB0 218 18.4 184 16,2 218 198 197 id.1 Zte 74.0 1811 U) N ly O BO
n 8
120N 17.9 187 18,2 170 14.8 167 15.7 I. s � X
Y 1
VN
4 Z Q J) O
it �
TABLE 96 ANCHOR CAPACITY ADJUSTMENT FORMULA: p ,� �'0�V)
Anchor Capacity Table([be) a
Subaimle: 2Tk Conomle 3.5k Cane. Houm CMU Filled CMU PT Wood Metal (Op.j X/ANCHOR CAP.,,",,,,,,,\=ANCHOR CAP,,,m U
6/1fi Dao 114'89EIca 1110.15100 'W 53 "a
GIG Steel 012 Steel M2 Steel ``MULLIONCAP..,v,,.,,1 PRODUCT REVISED
Anchor Clip Patterns AlNhorTypa: 3118•Dao Ulimeon f/4•Ebo Ultreaon ane'Eko Utmoon V4^Elco Ullm.on ) (G5) ) USE THIS FORMULA TO OBTAIN THE"ANCHOR an eomPlying With the Florida _
UWaaon ABOmG.lor Ulrecon A08mCl.lar SOrc v(GS eoreVl 3amw(G5 CC dd i
Edge Dlslalae 00,): 1• 2-t1r 1" 2.1/2" 3-118' 1' 2-Ur I" 2-la" 7 3-118' r 0.40" 0.54' 0,324" CAPACITY REQUIRED"CORRESPONDING TO AN NO rA�No. o 0 17-0630.01
Embedment[o) 1.314• 1314 1-314• 1074• z° 1-114" 1-114• 141r 1.114' 1-114' 1-U4• 2• tare• 141W w,I.. ACTUAL PRESSURE REQUIREMENT FOR THE
2Armhoa 04.75'MN.O.C./6tebderd or OSeel 01P(Fig.It 390 ma 390 I. 460 lbs 6901. 1044 lb, 210Ws 2e0 mo 354100 74016. 3746 6
8 664 lb. 9401. 341 . 442 WS 660 the OPENING,WHEN IT IS LOWER THAN THE MULLION PP,rplratlon Dat 5/26/2021
4 Anehom 01.15'MIn O.C-/StaMmd(or016ep Wp(Fig.2) 4108> 70D lbs WA NIA NIA WA 380@. WA WA NIA WA WA 682 lb. 885168 7120 @e CAPACITY(FROM THE TABLE)OF�THE SELECTED
q Arm.rs03'MI92.11(2)205 Angle Clips)01g.31; 7806. 7001. 5B01be 1560 Ws 1896 W. 640lbe 56016. WA 7601. 7481b8 880168 1692@. 682 WB Mlba 11206. MULLION.R WILL YIELD A MINIMUM ANCHOR By -
3Armbors®0.54•Min.O.C.1UCep,NIe.100'AWm.(Flg.4k NIA WA WA WA WA WA WA WA NIA WA WA WA NIA WA 950 W. CAPACITY WHICH MAY BE USED TO QUALIFY Mlam Product ontrol
1 Anchor/FCH 09.57 1B56s 195160 725 Wa 415 We 822 W0, 1356. 1401. 1771. 3701. 107IEs 33116. an lbs 170 ibs 221 i. 200 lb. ADDITIONAL ANCHOR OPTIONS FROM THE
2 MOM 01.15'Mim O.C1 FCBp(Fig. 2406. 3501. WA WA WA WA Milan WA WA WA WA WA 941 it. 1 .2168 1 01. ANCHOR CAPACITY TABLE
FIGURE 1: FIGURE 2: TABLE NOTES: 1,460" f--1.250"�•i
. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I I
® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1111 I I r)1
3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
FIGURE 3: SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.260" 2.260'
ANGLE ```�'C 1,(CENSF'•��/_i�
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 'fes
CLIP MUST N0.68705 •� _
® USED
IN 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
IN PAIRS. GROUT-FICONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 90.WOOD SHALL
LLED G
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH SO OF 0.55.ALUMINUM SHALL BE
FIGURE 4: FIGURE 5: FIGURES: AN 6063-T5 AND BEA MINIMUM OF.100°THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ���'• ATE F� :(��
• .046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125°THICK AND 9.3&ALL •100" .100" ��� ''. ORIDA,.•''�C��
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 7.26"X 3,26'X.100" 1.25'X 3.24'X.100• /jrSl
410 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FIELMULLION FOR MULLION FOR
D-MULLED UNITS FACTORY-MULLED UNITSyy7 E1L�
A.LYN�S�IILL��i,P.E.
FL P.E.#58705
TABLEIOA
Mullion Capacity Table ppaeea) ® s.
opening imdth(TnrveNl9alty-6pofssd419 mucioss)cropen(ng Height(IorhwizordaByspenning mdHons)
s0 In 601n 70 In s0 in 001n 109 In 1201n 1401n 1601n 3 0
Reetangular Tf�hng. Recunpular ifaptuang• Rectangular Tap/r6wg. Reetengulnr TraPT4ang, Radanputar Traprrdang. Ronan9otar TspTriang. Radrngular TuPTdona. Raetmgaiar Trap/Tione- R nungrdar Tugvreang.
1'25x3.268Loadlnp Lwdmg Loading Loafing Loading lnadinp Loedng Loedne Loading Lrading Loading Leading Loading Loading Lording Loafing Loading Leading
Alum.YubeTw-
Mutuon x a € A s€ aa u o c^i u v ua u �v o u � v u o vv v uu u u uv u€ 3 S � 8 8 =�' g � 2 :s a$ a �° .2 JI U .A Us a� `� :9 cH 2 s m� � �g �� �� Is 1 dr a' �'� d'rc � d`ag d`aq �§' .1& � 4a7 i ¢`rt i€ �a4 i5 d"aI @ d"a1 f f� I d`� E€> d`rrc E8 a €,. & Z W
421. 1710 620 170.0 435 170.0 744 170.0 478 170.0 869 17&0 606 AOA 992 170,0 519 170.0 1116 170A 621 1701 12.40 17&0 621 170.0 1469 170A 621 170.0 1736 170.0 62t 170.0 1983 170.0 521 Q 2
401. 170.0 708 170.0 W4 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170,0 677 1701 U11 170.0 6110 17&0 1700 170.0 680 160.7 1019 170.0 680 Me.6 1979 170.0 680 07��3 a
50625 h IWO 747 170.0 663 }701 89fi 170.0 531 170A 1616 47U 604 170.0 1195 170.0 723 170.0 1345 }70.0 747 1701 U94 ITDA 766 170.0 1793 OU 766 1526 IOT7 170.0 766 133.5 18T7 1104 756 1- 3; �
UIn 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 1700 1276 170.0 007 170.0 1434 170.0 B37 170.0 1594 170.0 8S6 156A 1760 170.0 061 134.1 1768 170.0 061 117.3 1159 170.0 B81 221,7 W O co
00 In 170.0 005 170.0 701 170.0 1063 170.0 797 1T0.0 1240 170,0 079 110.0 t41T 170.0 944 161.} 1611 170.0 996 145.0 1511 tied 1033 1204 16it 170.0 }063 103,6 1611 170.0 i063 90.6 1511 170.0 1063 � U 8 2 w
631n 170.0 930 1701 745 170.0 1119 ITRO 850 170.0 1302 1710 840 16&6 1370 170.0 1015 138.2 1370 170.0 1076 125.3 1370 1644 1082 1U 1310 155.9 1072 WZ 1370 165,3 1070 78.3 1370 165.3 1070 F-
("1
W Z'
�o BB In 170.0 974 110.0 169 170.0 1169 110.0 903 155.6 1248 170.0 1002 1361 1240 168.8 1013 121.1 1248 147.1 1000 10&9 1248 139.0 989 90.8 1240 130.4 970 11.8 1249 129.0 0'16 60.1 1248 129,0 876 Z .• _
J T2 in #NI145.1
49 }70.0 876 134.9 1048 150.2 892 119.8 1444 1321 875 104,9 t0d9 119.1 660 931 1649 109.7 Ade 03.0 t9d9 }02.7 836 89.9 fOd4 41.3 825 59,9• 1049 911 820 624 1049 91.7 820 ej Z �m
p
79 In I 149.1 122 118.9 841 12&8 pas 101.9 911 111.2 791 891 941 100.0777 79.3 941 91.7 766 71A 941 85.6 767 69.5 941 77.0 744 61.0 941 74.0 137 44.13 941 73.3 736 0: 21 5 fZ
761n 4 137.6 783 110.0 114-0 116.4 767 84,3 BBi 1024 753 82.6 894 91.9 740 73.3 04 84.1 730 66.0 894 78.3 72i 65,0 694 70.1 707 4T.f W 67.0 701 41.3 69d 68.1 693 t� T..so In 1 08.7 696 71.6 671 74,9 685 614 671 65.3 575 63.7 671 68.2 666 47.7 671 620 658 4].0 671 404 551 364 871 d3.1 699 30.7 671 39.7 631 26.9 871 37,9 626 S h96In 0 12.8 627 fi9A 690 61A 618 50.8 690 53A 509 44.3 680 47.6 602 303 690 03.0 401 36.4 690 39,6 498 29.6 600 34.7 477 25.3 Egg 31.6 469 22.1 690 29.0 46110 In 6 60.8 421 414 466 42.0 4U 355 '486 3L/ 406 31.1 d86 329 492 27.6 466 29.7 398 24.9 400 27.1 381 20.7 468 216 302 I7.8 464 211 376 15.546619.6 370 n• (n 143 O1111. 1 40.7 400 381 441 391 393 32.7 441 94.1 3B7 20.6 441 30.2 382 26.4 441 271 376 229 441 24.9 372 19.1 d41 21.6 36! 164 441 18.3 366 14.3 d41 17.11 351WI20In 0 36.9 344 301 378 31.0 339 26.9 370 26.8 33d �,7 370 23.7 929 20J 3T8 21.3 325 S&1 978 ri.6 321 ib.i 378 16.7 314 �(N1441. 2 212 242 17.6 282 171 234 16.0 262 15.9 236 t~.1 Q �?
yy O O
tl .4 z m(n rJ7
TABLE 106 AnchorCepecityTable(Ib3) ANCHORS'APACITYADJUSTMENT FORMULA: G -g rl:
supsVate: 2.76 Cdncnde ° s3KColu. Noaon 624u F&MCMU PTWOM Meld (DP (ANCHOR CAP.,,,,,w„)_ANCHOR CAP.,,,
6d16'Elco 714"SS Arco A1r Elco 114"86 Elco #106ted #12sfedl #1291x1 lMULL10N CAP.,,,,,,,,,,
At40horCil PMteme Ancha T" WIS EICeUI-on 1/4'EkoUlpeeen u0ruton 8'16'WOUltrDew 114'Ek Ullnxon A 0n2tor uuratm AggreOator 9cresr(o5)9creto(06) sarcwlo5) PRODUCT REVISED
p USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida
Edge Ctstance pn' 1" 2-ur 1° I 2.12' 1.418• r 2-1f2' Y I 2412• T 3.113' r 0,48" 354" 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Building Code
ELbe*nerd 1314• 13rd• M
z^ t-1I4` 1-vr 1-114' 1410 1.114" 1-Ira° 2° }-ya" tarn vanes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-too. 17.0630.01
2And-g 4.75`MIN 0.C./ 9a ar OOsei CO iR$i 900IDs 390IC6 laid it 27U&s 28098 364 ms 74011» 374 Ins 664 i1 94611 341 ms 4d2r 560us OPENING,WHEN IT I5 LOWER THAN THE MULLION Pxplrntion Date 5/26/2021
4416nos®1.15"MIN O.G ISIantlaM(a Ctkeq COp{1162) 48009 700 De NIA NIA 380 ms WA WA 1114 WA WA 682109 BBS Ips •112011 CAPACITY(FROM THE TABLE)OF THE SELECTED.
4A.has@ 3'Min.O,O.rp0215 Ai7gie apst{Rs 9T 78D 11 780 a3 1896109 644819 560109 tUA 76011 74809 30311 189223 6821M 885 t1' 1127 t1 MULLION.IT WILL YIELD A MINIMUM ANCHOR gy
3A11crsp 0.54"M64 O.C,1 U49IIP,In10.Wr AWnt IF12.4) NIA N/A N/A NIA MA NIA NIA NIA WA WA NIA WA 9501hs CAPACITY WHICH MAY BE US ED TO QUALIFY Mlaml-Dn Pro uct Gvntrol
I ATCforI F-CrO 0914 195103 19501 922 itx 12631s 140109 177 i1 970(1 rar 0s 99211 373 ass 17009 221109 28011 ADDITIONAL ANCHOR OPTIONS FROM THE
2Anthop IMP MIN 0,01 F4~0 &eY 240619 350 On NIA NIA IOD I6s WA wh WA WA WA 9-0109 44211 56609 ANCHOR CAPACITY TABLE,
FIGURE 1: FIGURE2: TABLE NOTES:
t2501 1.260°
v' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. J
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 1111111 1111 jJ
4N
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ...............
7t /4r cif
ANGLE SHEETS 21.23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.23.260' ` 4�; *�4;` -`.•lF
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, N0.58705 ~
' BE USED
IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL --t)S
FIGURE A: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE4° .624" � •- (V'6063-T5 AND BEA MINIMUM OF.100°THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND •••
• • .045"THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL Q`••`• LORID?••.•'��+'�
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3.26'X.624" 1.25"X 3.26"X.624° ��isS " '• �!��`
• #10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FOR MULLION FOR �7/IQNAL('
FIELD-MULLED UNITS FACTORY-MULLED UNITS A,LYNN MSII I I 0 P.E.
•
FL P.E.#58705
TABLE 11A
Mulllon Capacity Table Obsge)
Opentrii Width(Tarrelticalyepanring muRons)orOpening Height(torhotizortal"panting mulnom)
2"ggt
60 in 601n 70 N 80 In s0 in inch 120 in L 140 in ISO In of 3 c
4
Rectan6War TrapRdan9. Raclergular itapllHanO. Racfnrt9ular Tap?d..A, Rocta�ulm Trep/7den8. Rectan9Wnr Treplfn'anp. Reaan9afar TrepRrrong, lia0tangutar TrapTdang Ration tar Tre don Bacton War T2
115 i 994 in p'7 g. g PIT71an5. v F
x.626 Loading Loading Laadng Loading Loading LoatlGtp Loading Loading Loading Landing Loading Landing L.adnB Laeding Loading Loading Loading Loadln o=4 V
Alum.Tllbe ,C ,s S b S .S ;,x x
',' '..... 2 ...
fAuOton a ag 4 m€ s a� o gm- n as ,a 4g a a�. A ae
i1 c v v S e aaa o k� v ua v 0 v o v o v u� 4o v'e v v'� o n& v v-� o-4 v iaa v Si S U
fA $s '. $s E $c` p- $z 31 Q& J •$z' ri Z
421. 170.8 020 170.0 436 1709 744 170-0 478 ITU 668 178.0 506 170-D 992 178-0 519 170.4 1116 170,0 621 170.0 1240 170.0 521 170.0 1488 170.0 $21 170.0 1735 1TO,0 $21 170,0 18133 Md 521 Q W
Z
40 In 170.0 708 110.0 624 170.0 850 1700 584 170.0 992 170.0 630 170-0 1137 1709 661 1TO,p 1275 170,0 677 170A 1417 170.0 600 170.0 1700 710,0 680 170.0 1963 170.0 680 170.4 2267 110.0 680 a -j �
DIAS In 170.0 747 170.0 663 110.0 895 178.0 631 170.0 1046 170-0 694 4709 1195 170-0 723 170.0 1345 170.0 747 170.0 1494•170.0 768 170.4 1793 170.0 765 110,0 2D92 1709 IDS 170.1 2391 179.0 756 r �1°«,. t?
541. 170.0 107 170.0 612 170-0 956 110.0 691 170,0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 1740 837 170,0 1694 170,0 &5S 170.0 1913 1740 861 170.0 2231 170.0 861 190.2 2403 170.0 Oil O=' W O F'
O
11 In 1109 805 110.0 101 110,0 106'3 Van 787 174.1 1240 lTg.4 818 1709 1417 170.0 944 170,0 1594 170.0 896 170.0 1771 170.0 1033 1709 2125 170,0 1063 418.3 2193 1709 1063 lail 2163 170.0 10M [�1;y 4a W
53117 4709 930 770.0 766 170.4 1216 17aD 1360 170.9 7792 170.4 tab 170.0 1468 lJOA 7416' 1709 1673 170.0 1078 1TOA 11359 170.0 1122 158CID
.9 2060 170.0 1169 136.5 2084 170.0 7171 Y17.T 2060 170.0 1171 °t ~ ""
W Z
m
60 In 170.0 974 170.0 189 110,0 1169 iTO.0 903 178.0 1354 170.0 1002 170.0 1550 170.0 INN 170.0 1753 170.0 1155 170A 1949 170.0 1210 143,0 1966 1700 1215 1226 1966 110-0 1280 1072 1960 t70.0 1266 2 IL Q m =
J 721 171-6 1063 170.6 878 1704 1275 110.4 1069 170.0 1488 170.0 1126 170.0 1740 1722 Ime 154.1 1734 170.0 4J 15 130,7 1736 169,0 1396 115,6 1734 166.9 1364 99.1 1734 150.4 1362 897 t734 150.1 1352 ul 'ry-` .3� go
is In 170.0 1122 174.0 937 170.0 1346 170.0 1000 i60.S 1556 170.0 1209 147A 1656 1652 1285 131.1 1556 151.5 1266 1175 1596 141.3 1251 38.3 1556 128.3 1229 842 YE56 722.3 1219 ]3.7 1656 121.2 1216 a O
g
TO In 170.0 1151 110.0 967 110.4 1381 170.0 1176 1559 1477 169.3 1246 136.4 1477 1620 1224 121.2 1477 132.1 7206 109,1 1477 USX 1191 90.9 4777 ti&9 1169 779 U77 110.8 7168 68.2 1477 1093 1164 aNr
90117 U20 1110 1685 986 718.0 1110 123.9 968 161.6 1474 1079 961 18.8 1110 963 936 78,9 1110 97.5 922 7L0 1110 00.7 910 S92 1110 77.3 B91 60.7 1110 65.6. 078 44A 1110 62.7 070
98117 111.0 975 12D.3 872 97.5 975 1015 856 83.6 975 8111 842 732 976 70.fi 829 66.0 875 712 017 58.5 975 GSA 807 48.S 976 67A IDS 41.8 875 523 776 36.6 976 49.3 767 F Q Z r
4081. 022 771 84,4 696 68,5 771 701 685 583 Ri 613 674 SIA 771 51.3 664 65,7 771 499 655 41.1 711 413 G47 34.3 771 30.9 632 29A 771 35.0 621 25.7 RI 32A 612
1111. 76.7 730 71.3 861 63.1 '130 65.0 650 61,1 730 56.3 640 47.3 730 49.9 631 421 T30 45.0 622 37,9 730 41.1 614 31.5 730 35.6 600 27,0 130 3Y.9 669 23.1 770 29.5 5131 h' On y Q d
LUl _ _
120 In 55.9 624 61.0 Egg 49,9 624 612 560 42.9 624 44.3 652 375 624 39,2 544 333 624 313' 637 30.0 626 32.2 531 26.0 624 27.7 619 21.4 624 34.6 509 18.7 626 223 507 Q„' )( YY 2
U41. 34.7 433 35.7 401, 259 173 296 395 24.8 473 25A 390 21.7 433 224 386 193 437 20.0 7137 17.9 473 1132 376 ® N
0 1011
TABLE 118 ANCHOR CAPACITY ADJUSTMENT FORMULAoo.. �"-' $ �i0
AnchorCepeNty Table ibe) : O � �tY .LL'
ANCHOR CAP.,,,,,,,,, O F o'er -2
5ut4DOtc 27k caiYrde 35k Cmc. Ndtow CMU FmeO CMV P7 Woof mg.1 {DP,)7(k !=ANCHOR CAP.
51 G"Elco 1/A"SS F3Co 5116'Elco 114"as Dico W 0 Sled 1112 SIM 412 Steel MULL)ON CAP.�,,,,,v f
AncDVT�jpe.' 3f16'EIOO Mrxm ilr FJco Ulilzam 3'16"600 unman 1W Ea.U.-m. PRODUCT REVISED
AnchorClip Pattems UO2aon Aggrecacr u1Da0m A9910= k-(1116)Stw(05) Stmw(05) USE THIS FORMULA TO OBTAIN THEANCHOR as oompiy0ng With the Florida
EOM Distance nY 1• 2-ur 1'- 2-V2' s 1llw 1• 2.112 1• 2.112' T, 3116' 2 4.48` 8.54• 0,224' CAPACITY REQUIRED"CORREBPONOING TO AN Building Cat�lia
Eml�ednmlp ta4- 14117 1314' tae 2" 1-114" 1-11r 4174' 1-114^ 1-114• VIJV r tare" foe^ rales ACTUAL PRESSURE REQUIREM6M FOR THE NOA-No. 17-0630.01
2Ant"0479'ML O.,I St4mam a Oftel Cup pig,t) am E 390 Inn 450 Toa WO M 1644 IDS 27OMS 25D IDS 354 ins 74Dia 374 no 665 ffi 966 ttG 341 ion 4421✓m 560� OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Data 05/26/2021
4 Amhan®1.76'MIn O.C./8"O S a(o Oflsd)Cu 09 400 a. 7m its WA WA NIA NIA 38X18 NIA WA NIA WA WA 6821bs 885165 1120 0s CAPACITY(FROM THE TABLE)OF THE SELECTED
0mhos Q T MOL O.C.10245A"C9p31 Ifla 3) 780 IM 70394 09ws 75WIOs 1&?5105 540W9 5m Its WA 760 Its 748 Ins 8601bs 18011111 S821b0 6135 mt 112D R. MULLION.IT WILL YIELD A MINIMUM ANCHOR By /-
4Amnm @ O,W Mln,O.C,Il4C9p,hto.10(r Alum(Fig,4) NIA WA NIA t0A NIA NIA WA WA WA N/A WA WA N!A WA 1267 me CAPACITY WHICH MAY BE USED TO QUALIFY MIo-m-T-O-• Prodact Contra
tRretoil FL'Bp(fig.0$ 595109 115817 12670, 44604 822"s 136619 14DA0 177102 370)bs 187 Ons 3327b4 4732. VOW 227 f09 280 On ADDITIONAL ANCHOR OPTIONS FROM THE
D.haxn 091.15"A9n O,CJ F-0 OX 1111 240 ms 358 Bn NIA WA NIA WA 100011 WA WA NIA WA WA 341 DIS 442®6 5601m ANCHOR CAPACITY-TABLE.
1.250'
FIGURE 1: FIGURE 2: TABLE NOTES: -
0
1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
FiCillR£3' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ���•� dp1V LYNNr77'�A,
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SFS 3-g
ANGLE
CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
NO-58705 •� ..
IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILL.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 BEl
M 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 624" �d.Ct-'•. ATEA
w .045'THICK(18 GAUGE)-STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND A36.ALL ---'L %C�34''•F10R101!.^''G\?�
#100ANCH0 ANCHORS INTNTO METAL SHALL O MAYBE STEEL,18-S.ND AT LEAST 3 SOR4R1 SSSBEYOND THE MATERIAL j�%`,�/ONAL'N,'�
- 115'X 3.04"X.624" A•1/)!0403�Qf13BF)K P.E.
MULLION FL P.E.S 58705
TABLE12A
Mullion Capacity Table
R
Opening Width orOpening Hoight(farh3dmiteByspattrg mLbns) 0
SO to W In 701A 80 in BO h 100 to 120 In 1401. 1601.
Recfanpatsr 7tep'0'Wnp. Rnef47JAW TIANAang. R4ctanguWr Tmprrftq. Rcctanputer Trap/Ilfenp. fft. Q,e� 7taprl'danp.V. I?4
5r TaplTNerp. ReBian9ular Ti6lYitleng. ROctengWbr TraprTifazg. Rectangular T pMvg. ^_ O
2 x 4x.25 108 n9 l4aMng LOadng Lwd np Clod ng l4re09 0222222.9 Loafing L--d-U Load g 1.02248 9 lroaahg taadng Loafing Loafing. i oaGnB Loadh 4 �1 c �
Alum.Tube g F r r r 27 r g r g Muglon a �� a � 8 � � � � �B @ � "' � �.. � Q.-. .; ZIm � �
� w 421n 170.0 627 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 618 170.0 1116 170.0 521 0 170.0 521 170.0 1488 170.0 521 170,0 1735 170.0 621 170.0 1963 170.0 521 ()z' _48h 170.0 708 7700 524 170.0 650 170.0 681 170.0 992 170.0630 170.0 1133 470.0 661 170.0 1275 170.0 6777 174.0 We '1700 1706 1704 680 174.0 ISAM 170.0 BMW 175.0 2267 170.0 880 wJU)
50.025N 1700 747170.0 563 170.0 898 170.0 531 170.D 1048 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0' 747 4 170.0 756 170.0 1793 170.0 756 1704 2092 170.0 756 170.0 2391 170.0 756 E
64 W 170.0 797 170.0 612 170.0 956 170A 691 170.0 1116 1700 754 170.0 195 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 850 170.0 1913 170.0 881 170.0 2231 17D.0 861 170.0 2560 170.0 '881 '2 F.
Soli 1700 685 t7e o 701 170.0 1083 170.0 797 1704 1240 170.0 870 170.0 1417 1700 OH 174.0 1594 170.4 M 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2479-1704 1083 160.8 2680 170.0 IM -0= _ W
631n 170.0 830 170.0, 745 170.0 1116 170.4 860 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1869 170.0 1122 170.0 2231 170.0 1160 160.7 2653 170.0 1171 145.9 2553 1700 1171 ,"� F•'• 07 U
Win 170.0074 170.0 789 1700 HBO 170.0 803 170.0 1384 17OA 1002 170.0 1658 17OX ION 170.0 1763 170.0 1155 170.0 1948 170.0 1210 1700 2338 170.0 1275 151.9 2437 110.0 1288 (32.9 2437 170.0 1280 U m S Q
721 110.0 1007 170.0 ate 170.0 1275 1740 I 170A 1408 170.0 1126 170.0 170D 170.0 1228 Ao4 1913 1700 1315 170.0 2125 170.0 1307 145.6 2104 170.0 HAS 124.8 2184 170.0 1629 1983 2184 170.0 1530 1 - (7) p1 U
TO in 170.0 1122 170.0 937 170.0 1346 1700 1080 170.0 1570 170.0 1209 170.0 1784 174.0 1322 166.1 1960 170.0 1421 1488 1960 170.0 1505 123,6 I96D 161.6 Mill 106.1 1960 t54,0 1635 929 1960 152.7 1531 N � 0 L �0
781. 170.0 1181 174.0 867 170.0 1381 1740 1118 110.0 1611 170.0 7250 170.0 1e12 170.0 1369 1527 1861 170.0 1474 137.4 7861 163.7 5500 114.5 1881 147.3 1473 982 186; 539.0 1459 85.9 5881 537.6 7454 ,..{ O. ¢Z
p Q e�
BO In 170.0 1328 170.0 1144 149.1 1396 158.0 1210 127.8 flB0 136.0 1188 tY1.e 1388 121.3 1178 98.4 1398 1102 1162 88.6 1398 1DIA 1147 74S 1398 890 1122 93.8 1308 827 1105 659 1398 78.9 Y09s 2 H
06 In 147.4 1229 151.5 1098 122.9 1229 127.8 1070 1053 1229 111,2 1061 92 1220 869 1044 81.8 1229 89.6 1029 73.7 1229 8,24 1010 61A 1229 72.2 993 52.7 1729 65.9 877 46.1 1228 62.1 967 Q Z) Z W
1081. 1030 971 105.8 877 85.3 971 89.0 802 74.0 971 772 849 64.7 871 68.4 037 67.5 971 CIA 825 61.8 Bit. 565 815 43.1 971 49.0 700 37,0 071 44,0 782 324 B71 40.8 771 0- 47) Uy� �o"�
111 , 05.4 919 97.3 632 78.5 819 81.9 619 68.1 919 708 BOB 69, 018 629 794 634 919 58.7 754 47.7 918 51.0 774 39.7 B19 44,8 768 34,1 010 40.2 742 29.6 919 37,1 732 h Vj N h
W
120 in 755 786 76.6 716 62B 788 64.6 705 53.9 786 55.6 005 47.2 706 49.4 606 41.9 785 44.4 677 37.7 786 40.5 668 MA 788 34.9 663 27.0 788 31.0 641 23.6 786 250 671 fx
1441. 43.7 548 413 604 36.{ 648 370 488 312 616 310 481 21.3 518 282 465 24.3 546 24.3 479 21.8 546 22.9 474 182 516 iB.S 404 1Se 540 173 466 13.7 646 165 448 L7 U N Q Q
TABLEI2B ANCHOR CAPACITY ADJUSTMENT FORMULA (xr 0 $• Zip
AnohorCaP9cily
Table --' a _ --
ANCHOR CAP.,„o,:
6V0.S1ntE 27k cmete 3Sk CWK. Nmaw CAIU FUMCMU PTWmd mma (OP,,,)Xt )=ANCHOR CAP. , S *�
s16'E!w ll4`SS Eko 516'F�a 114'55 E1ca #10 Sled
4125/991 R129'set MUWON CAP. .,,, 8 .X ❑�o:'�
Amhcr Type 3+16'Elto UUmm tf4'EtcoUltmcm 3916'ElcatAtracn 110 EItOOM-M
AnchorCllp Petlems ummon AggtOmor UQWW Ag910(1a0r Stn:w((35)A 0.35) Smov(G5) USE THIS FORMULA TO Off FAIN THESANCHOR Pi10DUCT REVISED
Eat txstanc4 p 1• 2-1rx i' 2-v2' 3.107• r 2-LY 1" 2-112' 2 wir x 4.45" OSC 4.324° CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida
Em4onmt pnk 1,31d' 1.3'4' tS/4" 1.3'4' 2' 7-t/d" TA4' 1-0/d" t-V4' 1.114' 1-114' 2' 1-3re" 1;Y8' vanes ACTUAL PRESSURE REQUIREMENT FOR THE Baltdlag o
2AnCMM@4.75AMM O.C.f S7nOSaVwOflsetCBp plgt No ms 390 its 45029. 89004 1644W 27020 27n 114 351175 7401bJ 374105 69409 9481DS 3412. 442 ms 1'8025 OPENING,WHEN IT IS LOWERTHAN THE MULLION NDA-No. 17.0630.01
4 Amhas @ 286"N7n1 O.G I SlantlaN(0901690 CUp(R9 3): 740 N 740 09 630 IN 1485114 1474 W N7A Sm IDs NIA 05lbs WA Ago Im WA 662165 BOB rm 11271M CAPACITY(FROM THE TABLE)OF THE SELECTED Expiratton Date 05/26/2021
BAmbas 01.7t-Min.O.C./sMngalO{orOBet)C9p¢194): 8°525 Og) 75809 1946Its NIA WA 70621 NIA 799lbs NIA WA tgA 102x114 1327 ms 7B601b MULLION.IT WILL YIELD A MINIMUM ANCHOR
4A.hm N3'Mh0,0JM215A1g10C6ps1 plO SX 780ms 7 Me Its 156004 Imbs Oms See 29 NIA 780 m3 mlb. BBD is 180285 69225 885105 /131 ms CAPACITY WHICHMAY BE USED TO QUALIFY
SAMhDM@ 'Min.O.C./60245ArV000p8l(Rg 6k 1170 ms 1770 m3 1020109 2140105 2844 Ds Bt 840105 NIA 1140 g6 11222s 19MIb9 283984 10221t. 1327.84 1680IEs ADDITIONAL ANCHOR OPTIONS FROM THE Midml-0 Product Control
3ArttarsR SS4'MIn.O.C.fUCep,fiW.125'Alen. 77 WA WA N1A WA HtA Ntk WA WA WA NLA WA NA NtA WA 1673 ANCHOR CAPACITY TABLE.
6Aithom@0.64'MIn.O.C.I UCfp,210.125'AIuOL(FIS.Bk WA WA NIA WA NIA N/A WA NIA WA NIA WA WA WA WA 21 Ibs 4
2Amrms @268'M R O.CJFtllp p9g,9t 370 ms 576 0x 31625 743 k1a 772022 NtA 2�ms WA 346 Ito WA 440 ms NA 341 ms 442815 we i s
3AMrMOI.71"Min.O.C./F-Oip{Fg.101: 44323 52588 379ms 073 It. N/A NLA 353 Its WA 39Blt0 NIA WA WA 5111DS 664114 84425
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: -
• • • • • • • TABLE NOTES;
• • 4111!/
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 24 FOR
GENERAL INSTALLATION METHODS. ���t Y LyN
FIGURE6I FIGURE 6: 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LICENSE r(
• • • • • • r • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED IN '250" 4000" *: N0.58705 *y
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE
• • LOCATIONS. j�:1 �lJ��..
FIGURE 7: FIGURES: FIGURES., FIGURE 10: Q 57 TE � •
ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ••. - tC/�
• '' • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ''�`57 ••F�OR1OP,
MUST BE USED ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125"THIC7G STEEL STUDS TO BE A MINIMUM GRADE 33 AND,046'781010(18 2'x 4`x 2S'MULLION '"" QUAL�''�����
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEASTD-.126-THICK AND A36.ALL ANCHORS INTO METAL SHAEXTEND AT LEAST 3 SCREW ff II
e 4. • • THREADS BEYOND THE MATERIAL.410 ANCHORS INTO WOOD-MAY BE STEEL,I"S.S.OR 410 S-S. A.L4I(1�!MILIIA4 ,P.E.
Fl-P.E.#58705
TABLE13A
Mullion Capac4 Table Ibaffe
Oponing Width(forwdtca4,sparmirg muMons)or Opening Holaht(for horiI rllaG)•spartrirg mulllons)
So In 601n 701n 81)in Goin 100N 1201n 1401n 1801n
Reelmrp9m TmplTdatg. Rectangular 7)ap/Tdang. Redmlgutar Tmp/rdaq. RmbngWar T pFrdlmp. Reaungdm 719pillf.g. Reciangdar 1hap'gialg. RKianp.0ar Treplllftn. F danpdar TmpTTdang Rmt rigul. TmplT11-9. ' O
F2x .26 L..dng taori,, L_&q Loadbg LOedng LOodng Waling L.dn9 Loafing L0edrlg Lvodfna Logdng Ln4dng Ltmdng Loafing Inading Imdng L.&U w
ube z z is L z �• z z zon •a a u e a a vr•'
s t} sg to a s a� 0-U a a • A g g s � �� a� so a a�
N
ti
is
fi
JR
421n 170.0 620 170.0 435 179.1) 740 1rao ala ttoo eea 170.0 506 170,0 892 170.0 Ste 770-0 1115 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 621 170.0 1735 170.0 521 170.0 1993 170.0 621 m O y
48 N 17110 708 170.0 524 170.0 650 170.0 584 170,0 GM 170.0 630 170.0 1133 170.0 661 170.0. 1276 170.0 677 170,0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 880 170.0 2287 170.0. 680 J
7
50.635117 770.0707 170.0 563 170.0 690 170.0 631 170.0 1016 1740 Bao 170.0 1185 170.0 723 1700 1345 770.0 747 170,0 148d 170.0 756 770.0 1783 170.0 756 170.0'2092 176.0 758 110.0 2391 1760 756 � � (L'
64 In 170.0 791 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170,0 1434 170.0 837 170,0 1594 170.0 858 170.0 1913 170.0 B61 170.0 2231 170.0 801 170.0 2550 170.0 801 t7 W O O
Cn
so in 170.0 865 170,0 701 170.0 1062 770.0 797 170.0 1240 170.0 Gia 170.0 1417 170.0 044 170,0 1594 170.0 998 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 170.0 2833 170,0 1063 a V) LU
Win 170.0 030 170.0 745 170.0 1116 170.0 650 170.0 1302 $70.0 840 170.0 1408 170.0 1016 1T0.0 1673 170.0 1070 170.0 1958 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2075 170.0 1171 g z
t 68 N 170.0 117.4 170,0 769 170.0 1169 170.0 903 170.0 7361 170,0 1002 170,0 1658 170.0 1006 110.0 1763 170.0 1155 170.D 1848 170,0 1210 170.0 2338 170.0 1276 170.0 2727 170.0 1288 170.0 3117 170.0 1288 Z Z d m =
UAV
c 72 In 1740 1003 170.0 878 170.0 1275 fra0 1009 170.0 1488 1740 1126 170.0 170D 170.0 122a 170.0 1913 170.8 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1489 170.0 2075 170.0 1529 1700 3400 170.0 1530 w O
J 7610 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1605 170.6 2692 170.0 le28 170.9 3140 170.0 1694 170.0 3589 170.0 1705 a J
a� 8 �z
2 7670 170.0 1151 170.0 967 170.0 1361 179.0 1116 170.0 1011 170.0 1260 170.0 1842 170.0 1369 170.0 2017 170.0 1474 170.0 23D2 170.0 1564 170.0 2763 170.0 1700 170.0 3223 170.0 707 170.0 W03 170.0 1788 o F
J
00117 170.0 1328 170.0 1144 170.0 1581 170.0 137.0 170.0 7869 770.0 I4B8 170.0 2125 170.0 7653 170.0 2381 170.0 1793 170.0 2656 170.0 1818 170.0 3188 170.0 2125 156.0 3413 170.0 2273 1369 3413 170.0 2361 � Z 2 � ¢ N �
90 In 170.0 1417 170.0 1232 170,0 1700 170.0 1434 170.0 1837 17D.0 1632 170.0 2257 170,0 1784 170.0 2550 170.0 1952 170.0 2833 170.0 2095 160.0 3189 170.0 2338 137.1 3199 166.6 2470 120.0 3199 156.1 2428 4~7 F yZ 00 to
a o mo
1C81n 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 g70. 170.0 2550 170.0 2076 164.8 2701 170.0 2271 148.3 2181 181.9 2733 127,8 2781 140.4 2281 105.0 2781 125.8 2234 G27 2781 118.0 2190 � � N uai
111117 170.0 1639 170,0 1654 170.0 1908 170.0 1700 170.0 170.0 2821 170.0 2148 151.8 2632 182.9 2Z4S 138.8 2632 14.04 2216 777.0 2032 128.4 2788 BT.ex,.in70.0 1771 170.0 1588 170.0 2124 170.0 7659 1514 175.1 2252 141.4 1994 120.1 2252 1272 1938 108.1 2252 1161 1915 80.1 2252 89.0 7672 77.2 2262 869 1836 67.8 2252 81.6 1608 E= x1561 125.61445 161.3 1564 166.1 N25 89.4 70.2 1564 80.7 1380 88.5 1664 72.3 1373 62.8 1634 65.7 1350 921 1584 5e.0 1330 44.7 1564 4�2 1305 38.1 1561 44.4 1293 SG Q N Q In L7
TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Ca ads Tablejibs) r�
Subs Bola: 2.7k C0ncmN 3.51,cm. H06o0 CMU Plan CMU PT Wood Metal (DP„)X(��ORCAP,,,,,,,,e,\=ANCHOR CAP.,,,
d1W EI.. 114.68 Ebo 5118'Elco 174'SS Eico 910 steel 012Stee1 912 Steel `MULLION CAP.,a�,,,,
aanm Type: 7I1e•Ers unman 1/4•E@o UOmeon 3116•Elco Ultrecon tl4•EIco.lnaoeon PRODUCT REVISED
Ulgaccn .0007000700 tmmcon Atror�ter 5700.Los)Screw(G5) 6700.(c5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
gnchorC9p Patterns as compsying With the Florida
Eden IXataloe0n} I. 2-tfC 7• 2-11T3-118' t• z47t i• x410 r 3-118' 2 0.4e•- D.ea• 0.3x4' CAPACITY REQUIRED'CORRESPONDING TO AN Building Code
Embedmml Inr. lata• 1-314• 1 10)4- 144 r 1-174' 1-1/4' 1-114" 14/4• 1-1/4' 1.110-• r tale, talo" -I.. ACTUAL PRESSURE REQUIREMENT FOR THE" NDA-No, 17-0630.01 .
2Arwhom®4,75'MIn.D.C./Stendmd m(Ret COG Dag.1&2): 390 Lbs 390 ma 1 450165 ESO NO 1644 ms 270@s 2801bs 3541bs 7401. 3741. W4 IN 946 lb, 341 It. 442170 500@0 OPENING,WHEN IT IS LOWERTHAN THE MULLION Expiration Date 05/26/2021
4 Anchom 694.50 Mm D.C.7Standad(or OO.eo CUP Uz43} 760@. Tag lbs 900 me 1780fbs 32321. 540700 560@a 708@5 14801. 748170 12721. i8921ba 682105 885110 1120@. CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Anchor.40 7.71'MIR O.C.I Standwd(orOM,A)Clip(Fp,qp n9D I. 14001. 10101. 25951. WA WA B4G me WA 10651. WA WA NIA 1363 @s 17701. 2240 @s MULLION.IT WILL YIELD A MINIMUM ANCHOR B
4 Amhms 3"MIR O.C./ 1x5 An le C9 a I g.5): 780 me 760 m. 680 Ib. 1560 ma teas ma 540 @s 660165 N/A 760 @a 7461. 880 @a 189216. 682 lbs 8861. t 1201. CAPACITY WHICH MAY BE USED TO QUALIFY 9_
O R) e P (Fl Mlami- ado duct Control
B Analm.40TMta O.C.7(2)26 A1gb Cepa/(Rp..eY 15801. 1560 I. 1360 lbs 37201. 57921. 1080 ms 1120M WA 1520 1. 1495 roe 17e0 ma 37841. 1503 lbe 11701. 2240 tae ADDITIONAL ANCHOR OPTIONS FROM THE
12Andmn 4415'MIn D.C.1(2)2.0 Argla Cops I gig.7): 1660ms 21001bs 1440 Ibs 378016. WA WA 1320@9 WA 15001. WA NIA WA 2045@e 26541. 33601. ANCHOR CAPACITY TABLE ..
4 Amhom 401.34:Min,D.C./IFCI(p,Nto.125'Alum.ffle•6): WA WA WA WA WA WA WA WA WA WA WA WAS NIA WA 14301ba _
6 Amhma @ 094'MIn.O.C./IlC11p,Into.125-Alun.(Fig.B): WA WA WA WA WA WA WA NIA WA WA WA WA NIA N/A 2881 Ibe F----2000"-moi
2Anctrom 40 4.6e'MIn.O.C1 F{4W(Rp.70} 3801. 390 g>3 450 @e 880 ms 1816 ms 270 lea 280160 964105 740 I. 374 1. 1738 @s 8481. 341 Ibe 4411. 560 705
4 Anamm®1.77'"".0,C1 F-®p ft,11). 590 The 700 @a 505 m, 1299168 WA WA 4701. WA 537 I. WA NIA WA 602 ms 6!151. 1120 ms 250'
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES: Si
FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURES! FIGURES:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
° ° • • • • • LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. R�777711
• '.N:�
pNY LYNA/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • • 6.000" :�.' O-CENsZ'
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS Q. '•.�
° ° ° • • • • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON No.58705
FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE9.00ATION3.
ANGLE
• ' • • • UH
COP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 7 f�-- �(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ���'-, SATE F• • • • 6-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606"7.-T5 AND BEA MINIMUM OF.125'MUST BE THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO S• • ° • USED. BEAT LEAST.125'THICKAND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW /7 ��N LL 1��
P��' THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,1&6 S.S.OR 410 S.S. 2'X 8'X.25' q,tFL REN
P.E
MULLION FL P.E.#58705
TABLE 14A .1
MulBon Capacity7aWe sw
Opening Width(for vor8mgy-spaming mWIans)or Opening Heigh(for)KKI20nt39p-sparrdtlg mUpons)
SO In 601n 702 Bolo - so In 10)In 120 in 1402 t601n
R%twVubr TtaPTrhM RectatpNar Ttap+Trierp ReotwpwTraptidang. Romm'dar Traprrd-M Redanowar Ttaprroam Reotorgutar TmpiNang. R-I.NOlar Twprhtag. Recta dor TrepTdang. Recfargutar T-PITA.ng.
1.25"x 2.11" Loadin0 InadOg LoadloB Loading LOWIM nerg LaaOing Loading Loadhg Loadng Loading Loading Loadkg Laodirq LO4d0g L6adlrg Loading Loading b w w
x.125"AlumTIM
8• I
.. o '� .. _ `� t'd x a '.. iii..• a.. a a ng A' •Ear
Tube Mull a. g $ �. $ .. �, 24 ..ffi� B.8 � 6 �i
@• 5 5 5 fa
Is g- a 5 73 is 8 a U j
�� 1 11 � fl faLp �I � � � '& 1� 4 �� 1 1 � za 12 k 24-
� p�p�p�y+++ � ��a �
421n 144.2 528 167.0 428 1201 526 1489 419 1010 628 1388 414 80.1 526 134.6 41t 841 628 134.1 411 721 526 1341 411 641 526 134.1 411 61.9 528 134.1 411 45.1 526 130.1 417 _ 0 = fi
4837 96.6 403 108.0 333 806 ,403 90.7 325 69.0 403 86.4 320 SQA 403 81.4 317 63.7 403 79.1 315 483 403 T86 314 40.3 4R± 788 314 34.5 403 78,6 314 30,2 403 786 374 � A �
UJ _�
5162S in 82.3 362 91.0 301 6&0 362 79.3 294 Sfl8 362 71.8 289 61,6 382 67,2 286 45.7 382 6{.8 2B4 41.2 362 638 263- 34.3 362 63.6 283 22.A 382 816 283 25.7 862 815 283 a'
541n OTB Me 74.1 267 66.5 318 64.2 261 485 316 57.7 256 42.4 310 63.6 263 37.1 318 60.8 256 33.9 318 495 249 28.3310 49.1 248 24.2 316 49.1 248 21.2 318 49,t 248 LLS O
O
sC 667n 49,6 2W 51! 218 44.2 258 457 214 35.3 258 40.7 -219 30.8 266 37,2 267 77.5 268 34.9 204 247 758 33.4 203 246 258 322 201 17.7 288 32.2 20t 15.5 268 32.2 271 h (!j w
J BJ in 427 231 45.6 700 35.8 234 39.1 195 3Q5 234 31,7 192 28,7 234 31.6 189 23.7 234 29.4 106 21.4 234 2fl0 184 17.8 234 26.0 183 15.3 234 26.5 183 13.4 234 28,5 183 U
W
u'' e6 to 972 213 39.-0 183 37.0 273 317 1JB 26.6 213 29.8 178 Z3.2 213 270 173 208 213 2b.1 170 78.8 213 237 169 15.6 243 22.2 197 13.3 213 220 t6B N.e 213 229 768 2 = a.d � � 7
72 to 28.0 1T8 30.1 765 219 ST9 28.8 152 244 f79 226 140 17.0 178 20.3 147 ISO 179 10.7 145 N Z J tl() I
j x0
79N 20.3 161 25.4 140 20.3 1B1 21.6 137 17A 161 18,0 136 15.2 161 17.0 133 z ff
781n 226 762 2i.6 133 t88 t62 789 t31 18.1 162 1T.8 128
TABLE 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: F Q `V 2 N m I
AnchorCapacityTabin ba ANCHORCAP.,e",,,, o 9 X a m w }
31A11r41G 2.7k Cmm8e 3.5k Core. Hollow CMU FlIIe0C3AU PT WOW Metal (DF,,,,)X( )=ANQHOR CAP.,,,"' 6. (q r O O
57ts'Eka 1/4.95 Eko 9f0'Eka 174•S9Eko #tO Sieg #12 steal Jrl2 steel MULLION CAP.,,anw,
Antra type 3116'Ekoulmon 1/r FROImm. 8116'Eko URre4on 1/r Elco UlBecm rn
Anchor Clip Pokams tmr4cm Agpec+ala 13t43rm A9grK,alor screw(B6)scow(65) scmw N51 USE THIS FORMULA TO OBTAIN THE"ANCHOR N a X Y Y
Eotc IXat3tte0nk 4 &712' P 2.7tr 3-VB' 1• 2-VZ- P 2-IW 2• 3-va• 2 a46• 0.5Y 9.324 CAPACITY REQUIRED*CORRESPONDING TO AN ON N
F]noatnenl nk iota• Tarr 7a4' 1.314° r 1•vr avr t-vr- t-v4• 1-1 alit z 1.3'8• tare- votes ACTUAL PRESSURE REQUIREMENT FOR THE 40 h
4 ATbc.@3'Mtn.O,C.7{Z 2t6ArgiO Cue 1999.tX 780ira 7m ars 6s91ta 1666 tos 1996 6m Os MOM WA 78123 7-lbs 86011s 7892 tos 58226 885m 143026 OPENING,WHEN IT IS LOWER THAN THE MULLION G6 <
CAPACITY(FROM THE TABLE)OF THE SELECTED B.
Z r7J N
MULLION.IT WILL YIELD A MINIMUM ANCHOR 0.
CAPACITY WHICH MAY BE USED TO QUALIFY cQ. �
ADDITIONAL ANCHOR OPTIONS FROM THE i
ANCHOR CAPACITY TABLE, PROAUCT REVISED.
as comp)yIn with the Florida
8utldirig Code
NOA-No. 17.0630.01
Explratton---05/26/2021
TABLE NOTES: MBy
tnm8 Product Control }
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. I--•1 288'--i
FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EKACT DIMENSIONS,SEE SHEETS 21-23.
® 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 21
FIGURES SHOW SUGGESTED,APPR070MATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. .125" 171 1 l 1 r I r r
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GSO.WOOD SHALL BE PRESSURE-TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 1063-175 AND BE A MINIMUM OF.1251 I ,;`tS•�':'•LICENSE• �
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045 THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT 1.26"X 2.11'X..125'MULLION Q' •._ 1
LEAST.725-THICK AND A36.ALL ANCHORS INTO METAL SHAM EXTEND A7 LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) No.58705
THE MATERIAL#i0 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 SS.OR 410 S.S.
WTE :•(4��
1
� ORION-
0!1VAL ti�,•�•
A.LYNNMILLA,P.E.
FL P.E.#58705
TABLE15A
Mullion Capacity Table 111,
Opening Width(for wr66ally spereirg munlons)or Opening Hoigitt(forhorizontalVV enni g mldom) d
501n 60 In 701n Be H 801n 100 N 12D In 1401. 1601n _� p
Reetangdm 7tapn0aig. F+ecmngrlar TrafarlMang. Reclangul Tep/Tdarlg. F-t4ngelar Tra 6170 Reclwi9.lar T)apRdan9. Reriangiar 7tapRdeng. Rectangular TreplTdarq. Rectangwar ThpRdan& Redanyhr TrepRdur-g. w g
3.26"30 Inading Inedna Lo.ding Laedn9 Loading Loading Loading 7mdln9 Loadln9 Loading Loedin9 Loading Lwdrg Loading Leading Loedne Lowing LoodinO
DEG.AL TO,
a ' FL• t a .� a; .. -g t'`BAYMULL t. . . . € � � 3 � � � N s � g- s� �� � s �� � � s � s "� s� � s �g6 � s s s sf� dip � � �rY �� d� a s E� �rc �� '� dip s ¢ �rcg s� s ZO W
42 In 170.0 620 110.0 435 170.0 744 170.0 478 170.0 86q 170.0 506 170.0 992 170.0 519 170.0 1115 170.0 621 170.0 1240 170.0 521 .0.0 1468 170.0 621 170.0 17u nag 5z1 u6-+ 1740. 170.0 521 w
48 In 170.0 708 170.0 534 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170,0 1275 170.0 677 170.0 1417 170,0 660 152.2 1572 170.0 680 13D.5 1622 170.0 680 1142 1522 170.6 680 D Cn
UJ A 2
50.8261. 170.0 747 170.0 b63 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170,0 1345 170.0 747 164.2 1MJ 170.0 758 1369 1443 170.0 758 117.3 1443 1700 756 1026 1443 170;0 736 X W
54 in 170.0 797 170.0 612 170,0 058 170.0 691 170.0 1116 170.0 754 170.0 1279 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 855 WO 1353 170.0 861 103.1 1353 170.0 861 90.2 1353 170.0 861 K j C. W
60 In 170.0 889 170.0 701 170.0 1083 170.0 797' 167.0 1216 170.0 0.78 146.1 1218 170.0 844 128,9 1218 159.8 936 116.9 1218 1611 924 07.4 1218 146.1 913 83.5 1218 146.1 913 73.1 1218 148.1 913 f V z
63 in 170.0 030 170.0 745 170.0 1110 170.0 850 150,2 1160 108.8 933 131A 1150 163.0 014 116-8 1150 141.9 B98 108.1 Me 1342 065 679 1160 MET 871 75.1 1150 1287 870 65.7 1150 1283 970 � W
CI tl A _
68 in 170.0 674 170.0 700 152.5 1048 165.8 881 130.6 1048 148.8 884 1143 1040 133.1. 850 101.6 1048 123.4 839 91.4 INS I1flB 830 762 Me 109.4 821 65.3 1048 1082 818 57.1 1048 1082 818 Z
{�y N J nQ
O 72 M t40.8 880 147.8 764 117.4 S00 126.0 748 100.6 880 110.8 734 98.0 880 100.0 722 76-2 680 92.0 712 70.4 880 882 703 58.7 880 792 803 50.3 M. 76-5 688 44.0 980 764 688
J 761n 118.7 790 125.1 690 99.8 790 100.4 676 05.6 790 03.3 663 74.8 790 83.9 _632 65.5 790 769 643 69.8 790 71.7 835 498 79D 65.1 624 42.8, 790 62.1 619 37.4 790 B1.5 617 J 22Z
Q � � T
E 781n 110.8 750 115.5 657 92.3 750 98.1 6M 78.1 750 85.9 632 69.2 750 77.1 621 61.6 76D 70.6 612 55.4 750 05,7 605 452 760 59.4 694 39.6 760 55.2 Me 34.6 750 69.5 688 Z I.-
1' Q
Be In 72.1 563 74.4 600 60.1 663 629 491 61.9 563 54.8 483 45.1 Bel 453 475 401 563 44.4 458 36,1 56'3 40.9 462 30.0 563 38.2 452 25.8 693 33.3 445 22A 563 31.0 442 !- Q 0I] z N �
Be(n 59,4 495 61.1 443 49.5 495 61.5 435 424 485 44.8 427 37.1 495 39.9 421 339 495 38.1 415 29.7 495 332 409 24.6 495 29.1 400 21.2 495 20.8 394 16.6 495 25.0 390 a co co
109In 41.7 391 426 353 34.8 301 359 340 29.8 301 31.1 342 26.1 391 27.6 337 232 384 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 N.9 391 17.6 315 19 UJ 0
, rh o
1111. 38.4 370 382 339 32.0 770 33.0 330 27.9 370 28.8 325 24.0 370 25.3 320 21.4 370 22,8 316 182 370 20.9 312 16.0 370 18.1 305 R' U.1
® F 0 to
7301. 30.4 317 30.8 289 26.3 377 26A ZM 21.7 317 225 280 19,0 317 19.8 276 168 317 17.8 273 () Q O
1441. 17.6 220 17.8 203 d ' z m CO y;p
TABLE 158 Capacity Table Obs) ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnchorC o� O=
ANCHOR CAP.,,",,,,,,
SUMirW 2.7kConcrete 3.5kConc. Heil-CMU Filled CMU PT Wood Mete] (I)PLO )=ANCHORCAP.- PRODU TREVISED
5118•Eloe 1/4"98 Elco 9118'Elco T/4•$6 Etco 810 Steel 9126teel 812 Steel MULLION CAP.,,v,,,", Ci
Ancleriype: 3176'Ebo UlVacan 114•Elco UltaCal Ultragtn 3716'El..UlOaaon 114•EIm NOrdeon AOOreOamr In[rmon ACOreOatol eerew(�Screw(GS) screw(65) USE THIS FORMULA TO OBTAIN THE°ANCHOR Bulldin piyrng with the Florida
Anchor Clip Pattema g Code
Edge osteete Dnp 1• 2417• 1• 2-1rY 3.110" 1• 2-12• 1• 2-1? T L3.119' r 0.48• 0.51• x324" CAPACITY REQUIRED•CORRESPONDING TO AN NOA-No. 17-0630.01
Embedmem k 1314• 1x74- "13r4^ 1314• 21-114• 1.174' 1-Or 1-114• 1.114• 14" z 7-318" 1318• lariea ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anehar.@5"Min.0.4/(2)2.5 A.ple Clp.I(FIg.1) 390®. 3900. 45011. 59015. t700m 270 lb. 280It. 354 Ite 7401t. 374Its lbs 94808 341 Ibe 442150. 560 Ba OPENING,WHEN RIS LOWERTHAN THE MUWON ElcPlragon Date 05/26/2021
4 Arehw.Q 3.S Min O.C.I(2)2x5 Angle C5p51(FIg.2): 780 ma 790166 790 the 18701t. 2525 be 510 Bre 5501t. NIA 11201be 7481tsit. 1892lb. 6821be 88516. 1120 @. CAPACITY(FROM THE TABLE)OF THE SELECTED6Anmm.G 2.71•M1n 0.4/(2)2x5An01e Cfi /Flg.3• tt201ta 1120 iha 95511. 2240 m. 2254 be WA 640166 MA 1059 Ibe NIA fee NIA 1022[be 7327 Ib. 1560m. MULLION.IT WILL YIELD A MINIMUM ANCHOR Miam aProduM Control
CAPACITY WHICH MAY BE USED TO QUALIFY r
-- ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1:
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTAL
LATION METHODS.
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1111111 t I/1
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125" ��,rON••,.,,•IV
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30" . '� �10ENy"• �(
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. Q ' f •'•l<c`�
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLEo 3.250" ^�•:' No.55705 -_
FIGURES: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.,WOOD SHALLBE PRESSURE-TREATEp „0
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T6AND BEA MINIMUM OF.125• A•J�1`� Q:
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AN0.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30"BAY O S ATE ' `
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION �'n a �:
• THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. i�151 '•.�ORIDP•.•'•\?:
s
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. ONAL
A.LYNNIIRNL11 LERGP E. .
FL P.E.#68706
TABLE 16A
Mullion Capacity Table bWg2
Opening Width(forleNraIly-sparrdig md9ons)or Opening Height(For tnrizwdaDy-Spamirg mrdGons)
501n 80 in 701n BD h go In 10019 1201n 140 in 1601n W
Rectangular Tra"arg. Redanu der TmprTdarm. Reelangular TrepTdmg, Recrangdu TFV/Tdang. Rechmg er Tiap7Tdmig. RaUerg lar TraWTdang. RWangWar TrMMmg, Rectangular TreprMang• Rectangular Tr.TMang. P
316"46 LaOdng Lbadng Lowing 1--ft LDodng Laaft Laedmg Loading Lcading LDadng L-Ing, Loadng .LDadrg Loedrg Loafing Laadng Laadng Laadng ti
DEG.AL a a z: a r � r_ n r a t _ a 2r a a z: t: t k
BCqAY MULL o ei .. 3� a 'Fu.. .. o .-. s au 0.q dLa
d �" v �9
<� s�
HIM ' ay a dI I II se a� �N sa dry a1 day g <� �e �� so �a� sp a �a $ 0 W
42-In nen 620 170.0 435 170.0 744 neo 478 170.0 668 170.0 SDs 170.0 DB2 170.0 Sig 170.0 1110 170.0 621 170.0 1240 1740 521 170.0 1468 170.0 621 1730 1735 170.0 521 160.3' 1871 1730 621 J W
48h 170.0 7D0 170,0 624 170.0 B5D 17MO 584 170.0 992 WILD 830 170.0 1133 170,0 681 1760 1275 170.0 677 170,0 1417 170.0 680 163.7 1631 170.0 680 140.3 1637 170.0 680 1228 1837 170.0 680 ref 1n
50.625 In 170.0 747 170.0 663 170.0 898 1730 931 170.0 1046 170.0 694 170.0 1195 170.0 723 170,0 1345 170.0 747 170.0 1484 170.0 756 147.1 1553 170.0 768 128.1 1652 170.0 756 110.4 1552 170.0 75B ~
641n 17a.0 797 170.0 612, 970.0 0511 170.0 691 17D.0 1116 170.0 754 170.0 1275 170.0 803 17ko 1434 170.0 837 1552 1455 170.0 658 120.3 1455 •170.0 681 110.8 1455 170.0 est 97.0 ASS 170.0 861 CO M S (n
601n 170.0 865 170.0 701 170.0 1083 170.0 797 170.0 124D 170.0 878 167.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1309 103.5 994 104.6 1300 157.1 982 69.8 1309 157.1 BE2 78.6 1308 157.1 902 � I-- T.7 fo Q)
831n 90.0 970 170.0 745 170,0 1116 170.0 550 1829 1247 170.0 940 1425 1247 164.5 983 126.7 1247 1520 005 114,0 1241 144.3 952 95.0 1247 1382 Rib 81.4 1247 135.7 933 71.3 1247 135.7 035 n W
z D d m x
BBN 170.0 974 170.0 789 170.0 1189 176.0 803 1144 1190 163.1 685 129.8 1180 147.9 645 115,4 1180 136.6 628 103,0 1190 128.4 014 08.8 1190 1105 890 762 1180 118.1 893 84.8 1190 118,1 893 _Z rA z
rn = o 1Z
C 72 in 161.6 7070 169.8 877 1M.7 1010 144.6 3758 1154 1010 1272 842' 101.0 1010 114.7 a28 09.8 1010 105.8 817 60.0 1010 946 so( 67.3 1010 90.8 795 67.7 1010 67.8 790 50.5 1010 47.7 78.9 w J g
•J 761n 137.4 908 143.6 792 114.5 906 1220 T75 08.1 908 la7.1 761 a5.9 ode 062 749 743 906 88.2 738 68.7, 908 823 720 57.3 906 74.7 718 49.1 608 71.2 710 429 906 70.8 708 J
>I -Ta
7 ¢ ir-•
Taro 127.1 861 132.6 T54 105.0 081 112.5 738 90.8 BB1 a8.8 725 79.4 881 88.5 713 70.6 861 81.0 703 63,6 861 75.4 894 53.0 881 .88.1 661 45A 851 64,5 675 39.7 661 53,7 072 Z 1-
go in 62T Ede a5,4 514 68.8 646 721 WA 69.1 646 629 554 -51.7 818 56.1 545 40.0 816 50.9 537 41.4 646 47.0 530 34.5 646 41.5 519 29.5 646 382 511 25.9 646 36.5 507 F m Z as In 662 606 70.1 SOB 68.8 586 59.1 499 48.7 508 51.4 491 428 568 45.8 463 37.9 568 41.4 478 34.1 SOB 38.1 470 26.4 680' 33.4 459 21,3 666 30,5 452 21.3 5(18 28.7 447 a (n S1 B0 ilco
108 In 47.9 440 48.9 405 39.9 449 412 399 342 440 35.7 393 29.9 440 31.7 361 26.6 440 2B.6 382 23.9 MB 241 377 20.0 MB 227 368 17.1 448 20.4 361 15.0 449. 78.0 356 rh -
W Ur Y 0.Y
Ill In 44.1425 46.0 3a5 38.8 425 377.8 370 31.5 425 328 373 27.6 420" 29.1 357 24.5 425 202 362 22.1 428 24,0 368 18.4 425 20.7 350 15.8 425 10.8 343 9 m W❑ U) U)
12019 34.9 304 3.5.5 331 28.1' 361 29.0 326/ 249 301 25.0 321 21.8 364 229 317 1374 384 20.5 313 17.5 364 147 308 U
Z O
i44 h 20.2 m 20.4 233 18.8 263 17.1 230
EL C
,.,n m
m O 110
TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Capacity Tablejibs) ANCHOR CAP. ,, g
Bubit.te: 27k Cbmmte 3.9k CDnc. Hou-CMU RI.d CMU PTWDod Metal (DP•,)X� )=ANCHOR CAP.q,,
5116'Ewa 114'83 Eke 5116" 1.- 1/4'86 Eke ale steal e1261ea1 9128ted MULLION CAP.,,",,,,, PRODUCT REVISED 11
Anchor COp Patterns MchorType 3116•Eko Ulbacan t14'Eko aerecan 3116°Eko Mum 114'Eko Ulbaeon USEOBTAINas complying with the Florida
Ulhacon Agerecator alhacdn A9DreGetor Suew(35)screw(6s) Suew(OS) CAPACITY
S REQUIRED'
ORRES ONDANCHOR BUllding Code
Edea Gslame lhk 1• 2-1rr 1• z-I? 3.118' r 24/2' 1• za/7 2" 3-118° 2 DAD' a.s4• 0.324• CAPACffV REQUIRED'CORRESPONDING TO AN NOA-No. 17.0630.01
Embedment(hY 1x14' 111/4- 1-314• 1-314• 7 1-114- I-IW 1.1x4• 7.114" 1-114' 1444• 7 1316• 7.315' teles ACTUAL PRESSURE REQUIREMENT FOR THE
2Ancmrs(R 5'Min O.C.I Tl)245 Argle Glps I(Fig.1k 390 Da 380 ba 450lba ago ks 900 are v0 Ors 280 lbs 354011 740IM 374IN T201bs 946lba 341 Ib, 442lb, 560 k0. OPENING,WHEN IT IS LOWER THAN THE MULLION ExplreOon Pate 05126/2021
4 AMhDM Q 3S'MIa O.G l(2)Drs AnDie CUPS 1(FID.2k 700 ks 780 nm 7901bs 10701bs 2525.1be 540 Na 5601be WA 2-Me
74816. 860 lb. 1892 ft 68211 885163 1720 0s CAPACITY(FROM THE TABLE)OF THE SELECTED 1
8 Anchors®271'Min O.C.1(2)D15 Angle Glp,/(F7a.3Y. 1120Ihe 1120 ibs BSB Na 12461bs 2264 Ois WA 84016s WA 1059 917 WA 1320 Ns WA 10221611 13v Iha 16601611 MULLION.IT WILL YIELD A MINIMUM ANCHOR BY
CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Da roduct Control
-. ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1:
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. '
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3)MULLION AND-MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. NY LYNN
o HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125" 45° ,OIO•,..•••-.,
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��,•' 1,ICENgF••,`�F
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" * No,58705 •P
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM(-90.WOOD SHAH BE PRESSURE-TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 606313 AND BEA MINIMUM OF.125" _-
o o THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE}STRUCTURAL STEEL TO BEAT 45"BAY -
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ULLION
-�O'' TATE F� ',��`
M
• THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 'n a , �
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS, �7�`SOON EN F.E.A.ILYNNIMI4LEA�P.E.
FL P.E.#58705
1,000" 1.000-
o
A25'
2,750' 2. .125'.126" 3,125' 3ASS"
26 2.000" .126"
2.116"
.126' 65* tw)
.�376' .375 Z 125"OO"
L 66V 0210
-T U2
1"X2'X.125'MULLIONI'X2'X.375*MULIJON . 1'X2.75 X.375 MULLION VX 2.75"X.050'MULLION 1'X3.125X.5"MULLION 125'X 3.18r X.265"MULLION 1.26'X 2.1 V X.125"MULUON
806376 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063T6 ALUM, 6063-T6 ALUM. 6053-TIIALUM, 6063-TOALUIYLA
X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION LU <
ED C)zcQ cc
.126- 0 M
LU
to (D
Z
TABLE A ts z
LU d <
STANDARD CUP 2X5 ANGLE CLIP z
2.000` 6063T6ALUM. I Dimension Value(in) ForMulflon:
.00 2.125' 606&T6ALUM -ni
1 X-SErTION 2 0' X-SECTICN, =) 0 go
I U�Cup T6ALUM.
1.62
6063
125" X-SECTION U51 B 2.654 1'X2X.125' <
Aluminum M :c
C 0.695 Tube Mullion z Qq
QD 0.740 Z6
.125.7 I)) -4
.740 A 1.125 I"X2"X.375. Z-0 Z
5,604" B 2AD4 LU 0
CUT HERETO .375" Aluminum y
C 0.635
M DETAILF.SKSET4 D 0
.37T CREATE F-CUP,SEE MIN. -5.000* .376*MIN. Tube Mullion
IN. -490 -<
Z
A0 Ul
A 1.876 95
-- 1'X2.7VX
A I U-CLIP B 3.000
L_
------- 6063-T6 ALUM, -
L TOPVIEW --------------- 2YUSANGLECUP C 0.757 .37SAlmninum
6063-T6 ALUM. - Tube Mullion PRODUCT REVISED
LZ TCPVJEW 0 1.118 as comlKnAWith the F orlda
STANDARD CLIP ENTER OF ANCHOR HOLE MUST UE WITHIN THE A 1.312 I'X2.75.X BuildingCoda
i
6063-T6 ALUM. IT A.-HI /.0 u FOR THE NCIA-No• 17-063PO.01
CENTER
' 4"SHEETS
�
E DASHED BOUNDARY. T L '-�;;�A CE.MAXIMUM ANCHOR .850,
Z_CENTER OF ANCHOR HOLE MUST US TOPIAEW CENTER OF ANCHOR ANCHOR O.C. B 3.666
WITHIN
THE
SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER•1116'. c 0.476 Aluminum E-Plmrl-n sate 0512612021
HOLE
S
SHEETS 5-17 FOR THE ANCHOR D.C. WITHIN THE DASHED
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEETube Mullion
DIAMETER:ANCHOR DIAMETER+1116". SHEETS&17 FOR THE D 0-awNllaml--D- Product Con ro
ANCHOR O.C. TABLE B A 2,000
DISTANCE.MAXImUm PGT Pait# B 2637 1"X3.125"X
ANCHOR HOLE Mull DIMe nrAon(sheet C O�863 .500"Alum
51500* .376, DIAMETER:ANCHOR Mullion 'lip Tube Mull
.375' MIN. DIAMETER+1116'. _nu n Std.Clip Offset Clip U- An CI[F
D 1.137
V X2-X.125'(5) 66605 666113M -6661 I-lam 666243M 666511M
--------r-----------7
----- -X.375-(6) 666006 666114M 6661119M 668244M 660512M A 2.625
------------ --T f X2' a 3;262 1.25'X3,188'
X.2W Alum
V X 2.75-X.375"(7) 66607 666115M 6661120M 666245M 666513M 0 0.862 Tube Mull
B 1.X2.WX.6W'(8) J62
6M i%116M 1121M 666246M 666514M D 1
X3.125"X.5w,(g) BMW 6861116M 6661114M 666242M 666516M 11.26'X2.11"X 'Y LYlvIv
A"
A 1.813 121*Alum 49�.......
1.25 X3.188"X.265'(12) 66641M 6661117M 6661 666241M
666516M Tube Mull
'A
1.26"X2.11"X.126'(18) M70 NIA NIA %.
NIA 666517M No.
OFFSET CLIP NOTES:
6053-TG ALUM. =-U t
-----J1211 111 OFVIEW
p
-
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, -0
.740-4-+--1 4
2)SEE SHEETS 5-9.12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE.
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, A
FL P.E,' 8705
--i 1.000' 1.000" 1 1.062--1
740' ®CH� aFP
.001283" .385" .125" �' S
.438"
4.000" I •125°STANDARD CLIP I ox.
062'4.000" 4.000" - 2.525" 2.000" 6063-T6 ALUM. 2.125" 2.000" 2X5 ANGLE CLIP E'
125, X•SECTION U-CUP 6063.76 ALUM. to
8083-TO ALUM. XSECTION ,125' N
.125" X-SECTION "6 U
.125" .125" 0 N
1 Z
.031"
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
,125' DASHED BOUNDARY.SEE SHEETS 10-20 FOR THE rn
375" .155° 375' ANCHOR O.C.DISTANCE MAXIMUM ANCHOR W M o o`
HOLE DIAMETER:ANCHOR DIAMETER+1J76'.
1'X 4'X.125' 1"X 4"X.375' 1'X 4'X.375" 6,600° m Z M 0
MULLION MULLION 'T"-MULUON CUTHERETO 375, 5.000" 375" Q co (D
808376 ALUM. 6063-Te ALUM. 6063-76 ALUM. 375° 3.125" -j_CREATE F-CLIP,SEE ��MIN. w Z
X-SECTION ETAILFSHEET4%SECTION
araraw t62124'
.375" -----___ Z g eU
sAcrou 1.694' I CENTER OF r_________ ___ T 375" _Tn
1.594' M r_______, r_______� MIN.
ANCHOR HOLE I I ❑ O
rO'� 1 I I I I MUST LIE WITHIN J d g Z
I I I I I THE DASHED I 1 Q J `-
j I I I I BOUNDARY.SEE i I I-- U Q
I I I F SHEETS 10.17 I I
O Z N
2.875" I --- I i- I --- I ^e FOR THE F T I H Z' o 0
I I I I ANCHOR O.C. I I (4 Q Ro'yS
.1(70° I 1 I I I F DISTANCE I I O 'Z ❑
3.250' 3I I I I MAXIMUM W O '
.100" 3.250" I I I I ANCHOR HOLE I J Y Y
I I I I 1 DIAMETER: I
I EF 0° L ______J L-_____-J ANCHOR
DIAMETER+1/181. <z� ((� r0
L
.100° .624" �_
2X5 ANGLE CLIP c O x0
• t STANDARD CLIP U-CLIP 606378 ALUM. B- o Rm�
820" •820 CENTER OF ANCHOR HOLE MUST LIE 808378 ALUM. 6063-T6 ALUM. TOPVIEW ❑ rn �°'� �
.260"
i1.250 t{ •820• F-- TOPVIEW TOPVIEW
WITHIN GASHED BOUNDARY.SEE PRODUCT REVISED
126'X 3.26'X.100' 1.25"X 3.25"X.61. 1.75•X 3.94'X.fi24°• SHEETS IO-17 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. - as comp)Ying with the Florida
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHCR HOLE Dimension Value(in) For Mullion: Dimension Value(in) For Mullion: Building Code
6005-T5 ALUM. 6005-T6 ALUM 8005-76 ALUM. DIAMETER:ANCHOR DIAMETER t 7116•. F 3.687 1° 4"X F 1.838 .25 X 3.25' NDA-No. 77-0630.01
X-SECTION X-SECTION X•SECTION
G 1.000 .125" G 0.500 X.824' o Expiration Dale 05126/2021 �
6.500" H 2.680 Aluminum H 1.438. Aluminum
3.469" I 3.000 Tube Mullion 1 3.250 Tube Mullion By
-2 6161' 125° ,MIN* .375' F 3.1(77 1"X4"X F 2.825 1.25'X3.94" w Mlaml ads ro uct Control
' 1.877" MIN. G 0.757 ,378' G 1.125 X.824'
1.377` •125
r--- ---� r-------� H 2.430 Aluminum H 1.500 Aluminum
1 3.000 Tube&"T' 1 3250 Tube Mullion
I I I F 2.250 125'X3.25' F 2,813 Sir Bay Mull w
1 i i i I G 0.760 X.100" F 2.875 45•Be Mull
.126' I 1 I I 1 H 1,500 Aluminwn
.125 45° 2.250° I I I I 7 1 3.250 Tuba Mullion
30° I 1
JGCFFSETCLIP
z3.250" 3.250" 1 TABLEDw46°BAY MULLION 605370 ALUM. I PDTPart#30"BAY MULLION -----� ___� MullDimension 6063.75 ALUM. I X•SECTION (heet#) Mullion Std.Clip 09setClip U•Clip An0le Cllp ♦ VICENSF'•,X-SECTION 7 1"X4'X.125'(10) 69364 866111M 8661122M 686241M B0B518M z No.58705
7r1 .125' 06378 ALUM. 1°X 4'X.375'(11) 60610 666112M 6661123M 666242M 666619M �.
J I 225„J 1+981-;,,] TOPVIEW 1'X4'X.375 T(11) 56653 66012M 6651123M 868242M 668619M -
.228' h�,981'-� .740°
NOTES: 1.25°X3,25'X.700'(13) 20780120312 8681127M 8681124M 6fi62410M (75115M c �
125•X3.25'X.624'(14) 20181120316 6661128M 6681125M 6662411M 6665116M ® :��••, �T 7E O '•(V�`
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25°X3.94°%.624'(15) 20762 6551117M 8687128M 6s8241M 666517M = C�S -•.........
2)SEE SHEETS 10,11,13-15,18&2D FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 88849 WA NIA WA BB55110M ''�`S�ONAL EN 1♦
45 Degree(20) 85650 WA WA WA 6685111M y /1 !/I 1 1 111 \�
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, a. A.LYNN MILLER,P.E.
L07 FL P.E.#58705
TABLE E
Mull Dimension PGTpart# 9
(shoot#) Ion Std.Clip —tl.Cllp Angle alp 125" .25
Mull
V X 4-X.261(I B) 66602 666261M 666271M 6665112M xY
Z'X6-X.25-(17) 06604 666212M 666272M 6665113M STANDAII.CUP U-CUP 2X6 ANGLE CUP
F 6063-TB ALUM.
X-SECTION 2.125' 3-T6 ALUM, 6063-TO ALUM.
2'0 F X-SECRON 2.000' X-SECTION
NOTES:
I IN
I)HOLES TO BE DRILLED IN THE FIELD FOLLOWING
125"
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE LU
HOLE LOCATIONS,
Cf)
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
CUTHERETO w
2.000--1 CREATE F-CUP, 5.000, .375' w
.375" 3.50 SEE DETAIL F. .376' 9
MIN, z
V) w
MIN. SHEET 4 MIN 1 0 to
r-------- --------------- z z
<I --------------------- 6
9 z ILI
C6
w 1 0
4.000' i g 6 1Z
3,438" + 3.438" —-—-—-—-
2"X 4X.25"
3.4 IS'
MULLION
8083-TB ALUM. 11D
X-SECTION U) 10 0
'375" z
L MIN. 0
Cn
MUS STANDARD CUP 3:
C OR HOLE TUE SW3-T6 ALUM. U-CUP,6063-T6 ALUM. 2XS ANGLE CLIP
250"
$ED FOR 7 X 4-MULLION,SHEET 16 CENTER OFA HOR HOLE MUST LIE .7 –<
am 6063-T6 ALUM, z 0
VTTHIN THE DASHED BOUNDARY.SEE TOPIAFW WITHIN THE DASHED BOUNDARY.SEE TOpVIEW in
SHEETS 16-17 FOR THE ANCHOR O.C. TOPVIEW SHEETS 18.17 FOR THE ANCHOR O.C. :E a�o.0
-,A
DIAMETER: DIAMETER+1116%
DISTANCE MAxIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE
DIA ETER."ANCHOR DIAMETER.1116'. WITHIN THE DASHED BOUNDARY,SEE 89
SHEETS 16-17 FOR THE ANCHOR O.C. PRODUCT REVISED
6.600" DISTANCE.MAXIMUM ANCHOR HOLE I' ith the Florida
2000' CUTHERETO DIAMETER:ANCHOR DIAMEITR-IfIr.. 5.000, %gdolm.11pCT."
.375"' CREATEF-CUP, 376' NOA-No. 17-0630.01
MIN. ISE DETAIL F,
MIN, Expiration Da 5126!2021
--------------------- MIN. 183Y -
Mlami-Kde Product control
6.004" 4.. 8* re t
5.438-
C--RET0
'_UP'
'LF.
-UL
R z1a 0
'�nEfl
7 C--RET0
'_C."
�C5"-.T.-7A
�•K,
MULLION • JGENj
6083-T6 ALUM
X-SECTION NO.58705 S
.375"
------- L MIN.
-0
.280" STANDARD CLIP U-CUP 2XSANGLECUPCN
8063-T6 ALUM. 6063-T6ALUM. &. ..........
6063-TOALUM. ZONAL S'�
TOP VIEW U§EO FOR 2-K V MULLION,SHEET 17 TOPVIEW
TOPVIEW A. M1121!�R,P.E.
FL P.E.0 58705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME OEPTH IS 2-114'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 ESE.
NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 11-WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS n"AND THE OPENING WIDTH IS 321-132+1'=ST.RFFERENCING'SHEET 25.THE COLUMN USING
RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT 18 AT LEAST THE WINDOW FRAME DEPTH OF2-114'AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF-60,01,60.0 FSR IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
SEE BEE FROM TABLE 3A,SHEET 7,THE 1"X 2.76"X.375"MULLION(LENGTH-72",OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 458.3 PSF AND WOULD
FENESTRATION DETAILS,
NOT BE SUITABLE FOR THIS APPLICATION.
P
ROOUCPS SHEETS
APPROVAL2-3 FROMTABLE 4A,SHEET 8,THE V X 2.75'X:650- 72.OPENING WIDTH=7 E
MULLION(LENGTH G D 0"HAS
) A DESIGN PRESSURE OF-1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
72' OPENING AND MY E USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 UBS.
MULLION 1 AB .1
LENGTH 04
2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)912 ANCHORS AND THE 2X5
= U
SEE ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS,THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL.
DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION0 U.1
PRODUCTS,WILL a:
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _j m W
2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. D
I IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS-/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72-7FSF WITH AN ANCHOR CAPACITY OF 636 113S.
ALTERNATIVELY, UJ CD
NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE MOT DESIGN PRESSURE OF 60 ESE: DO C:I CO
SILL
22*------I cQ ILL!
NDC:V 636 LES
U 11DTH (60 PSF)X 524.91-88 (MAYBE USED To QUALIFY#10 STEEL SCREWS FROM TABLE 4B)
TH 72.T PSF
0
THE BUILDING SUBSTRATE is KNOWN To BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.U*.THE OPENING REQUIRES A 0
DESIGN PRESSURE OF+50,01-55.0 PSP. z
FOR THE VERTICAL MULLION: <
WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 3r+72-+f-I0S-AND THE OPENING WIDTH IS 36+W-1-=731,REFERENCING SHEET 25, Z IN
1)INITIALLY ASSUMING THAT A I <
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED,SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8"AND WILL U)
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50,01-55.0 ESE.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
LU a-
BEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH-108",OPENING WIDTH=80")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS-1-15.1 ESE Of
MULIMM SHEEMIS 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. to t0
FROM TABLE 112A SHEET 16,THE 2*X 4'X.250'MULLION(LENGTH=108",OPENING WIDTH-80")HAS A DESIGN PRESSURE OF-/-6k7 PSE WHICH EXCEEDS THE REQUIREMENTS < C)
'n :E
FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LES. I:L z
31 SEE SEE Of 1�m
ET 'I
-nFrWSTRATIO DETAILS BECAUSE IT IS NOW KNOWN THATTHE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS aW+36*+2�74%NOT 73"AS PR
SEE
SHEETS
Emc)USLY A
PRODUCTS SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS S71LL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
APPROVAL" 2-4 THE 73-DIMENSION(35-1/2-+35412'+2-=7W). PRODUCT REVISED
as
complying
with the Florida
2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED NOA-No. 17-0630.01
VERTICAL 1, CONCRETE HEADER AND SILL ARE 6"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. -
USING THE STANDARD CLIP WITH(6)3116-ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1/2-GIVES AN ANCHOR CAPACITY Of-1050 LES WHICH IS GREATER.AND
MULLION SEE SEE F.P;mtI.n Dt.05126/2021
LENGTH --- E. THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.& DETAJLS, DETAIL E.
OPENING SHEETS 24 SHEETS FOR THE HORIZONTAL MULLIONS,
HEIGHT
w mramt-vaae Product control
FOR BECAUSE THE VERTICAL MULL WILL BE A2'X 4"X,250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER w
H Iz. 7 MULLION TYPE COULD BE CHOSEN.
mu ON
1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 321.72*+2"-106%REFERENCING SHEET 26,THE COLUMN USINGTRAPEZOIDAL/TRIANGULAR LOADING MAY BE
USED.FROM TABLE 12A,SHEET 16,THE 2"X 4'X.260'MULLION(@ LENGTH=42-,OPENING HEIGHT-120-)HAS A DESIGN PRESSURE OF+1-170,0 PSE WHICH EXCEEDS THE
SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS.
DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR'TYPE,ANCHOR QUANTITY AND CLIP-TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE&' d
SHEETSWWIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE r,CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 9
(4)3/16'U LTRACON ANCHORS AT AN EDGE DISTANCE.OF 1'GIVES AN ANCHOR CAPACITY OF 640 LES WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED &6, IT- ANCHOR CAPACITY OF 521 LBS. IN
(.YN& rrrr
31'�NO.R.17 CT x
LL THE ANCHOR TH 4)FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULUCK USE THE SAME ANCHOR CAPACITY 01:521 LBS.TABLE 12B FOR THE U-CLIP SHOWS CH • rEN
VERTICAL
CAPACITY IS 1074 LES WHEN USING 3 ANCHORS.WHICH IS GREATER,AND THEREFORE SUITABLEFOR THE REQUIRED ANCHOR CAPACITY REQUIREMENTOF 521 LEIS.THE
t-OPENINGWIUTH FORVERTI ANCHOR TYPE IS A#12 STEEL SCREW,
FROM THE ABOVE STEPS,OUR MVLUON DESIGN PRESSURE IS: NO.58705'
+1-64.7 FEE FROM THE VERTICAL MULLION;
+1.170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU: �F
VE MCAL MULLION(INTERSECTION).
+1-170.0 ESE FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE R • E C
THE MULLIONS. STATE
THE LOWEST DESIGN PRESSURE IS-1-64.TPSF AND WOULDAPPLYTOALLOF "tomop, g�C,I
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATM70NAL S'�"N
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENE
ANIIAEL�R,P.E.
STRATION PRODUCT BE INSTALLED IN A.L'
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECRTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 0
0 FL P.E.#58705 tt
4
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING:
ani
PIN
PW
Qz
SH/DH SHiDH SH/DH SHIDH
PW PIN
is 1J 1J Q1 0 LU
LOADING OF VERTICAL MULLION C)
z 10
-j
LOADING OF VERTICAL MULLION w 0
SILL OF WINDOWS NOT ANCHORED
WITH INTERSECTING HORIZONTAL MULLIONS HINGcl) w
m
z
SGo Z
00
L LOADING OF VERTICAL MULLION
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LU 16,
PW ;: P-
< rn
PW z co
P nLU
PW c)140
ry) c!)
SHIDH I,
SH/DH SH/DH SH/DH I-L V)
DOORED
OQ
j 9 0
ZL\f (1)
S"k Ix
PRODUCT REVISED
fith the Florida
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION /j
WITH INTERSECTING VERTICAL MULLION 8=01m nl-
SILL OF WINDOWS NOT ANCHORED 0 �PX .
FIN PIN HR NIOA-No. 17-0630.01
Expimbon Onto 05126/2021
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY
v z MULLION Mi.--,—rmoucr uontrol
HINGED.
Ell, DOOR PW PW I NOTES:
1)DRAWINGS ARE
RER5SENTATIONS OF TYPICAL
PW CONF{GURATiONS.
h Pw CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSE SHOWN.
2)IF THE LOADING TYPE CANNOT ox
Wo
PW BE DETERMINED,USE ..........
PW PIN ..
RECTANGULAR LOADING.
3)SEE PRODUCTS'APPROVAL FOR N. 705
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION ACTUAL ANCHOR LOCATIONS,
PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
.G.
zo
Iz
LOADING OF VERTICAL LOADING OF HORIZONTAL2 L
MULLION MULLION A.'LIYN Ikk P.E.
FL REX 58705
Ashley Raines<ashley.raines@expeditepermit.com>
FW: Lyons 10844154
3 messages
Antonelli, Donna L<DONNA_L_ANTONELLI@homedepot.com> Mon, Mar 4, 2019 at 7:46 AM
To: "Ashley Raines<ashley.raines@expeditepermit.com> (ash ley.raines@expeditepermit.com)"
<ashley.raines@expeditepermit.com>
Ashley,
Please see below.Thank you
Donna Antonelli
Branch Coordinator HDE-Palm Beach Territory
South Division
The home Depot
754-224-2022(Office)
OUR MISSION:Increase services awareness and grow installed services sales by delivering a best in class, interconnected
customer experience through an expansive certified provider network
From: Gurico, Barbara
Sent: Friday, March 01, 2019 2:51 PM
To: Antonelli, Donna L
Subject: Lyons 10844154
Here are the pictures for Charlottes job.
Need a-revision to add the Mull bar NOA.
Please send to Ashley.
Barbara
Pictures need to be printed and sent to customer.