HomeMy WebLinkAboutProduct Approval (3) E COPY
M IAM I-DIADS MIAMI-DARE COUNTY
fre 11,5j] PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE MWIVED www.miamidade.¢ov/economy
PGT Industries,Inc.
1070 Technology Drive MAR 16 '("918
North Venice,FL 34275
SCOPE: ST. Lucie County, Permitting
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300M titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C
dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent Iabel 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.
M64ht�oao�couNTY NOA No. 17-0630.01
Expiration Date: May 26,2021
i Approval 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 05105111, 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 51h
Edition (2014) and with FBC 6" Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Jorge M.Plasencia,P.E.
Pro uct 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-6' Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
i
f
r
Jorge M.Plasencia,P.E.
Pduct Control Unit Supervisor g
NOA No.17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-2
s
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL E
o
MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION SI ANY ANCHORS REQUIRED o =
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD UtD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES............_...._......1 LL
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ItSTRUCTIONS...._...._...��
ELEVATIONS.........___.._.._�_.1S a W
FIGURE 1: MULL TO 2X WOOD...__.._..._...2
MULTIPLEFOPENING IVDT7 FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO IX 8 MASONRY_...-_.2 oz O
MULLIONS / -� INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL
SEE DETAILS MULL TO MAS NOTES....__....._.2
A-D G,It RECTANGULAR NOT HAVE A OAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY_._....-...-„....3 �
SHAPE MULL TO STEEL STUD._.-.._-._.9 N
-- -- SHEETS 24 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL.............._......
_.._
qr'
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 0180.THE 7/3 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS...............-4 Z a9
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY UULL INSTALLATION_...__._4 AL1
1 X Z X.125 MULL SPECS.-_.-..-5 O =
1 X 2 X.376 MULL SPECS...........6 J V)
INSTRUCTIONS.SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE I X z.�x 65 MULL SPECPECS..__.....5 W � ”
1 X 3.125 X 500 MULL SPECS._..._9 � Z
SEE DETAILS 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.125 MULL SPECS.----..-10 K m O p ul
A THRU O; III _ __ SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEE-AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.375 TUBE LL S ECS.SPEC ...11 H r> W
SHEETS 2.4 __ I A THRU 6: 1%4 X.375"T'MULL SPECS...11
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN
III SHEETS 24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 126 x 3.156.166 MULL SPECS....
� W Z
III 126%$25 X.100 MULL SPECS..._13 =z'
J Q
OPENING 126X 325 X.621 MULL SPECS_._14 �
MELT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 125 X 3.94 X.624 MULL SPECS.....15 Mj z 0�CLE MULL FOR 2 X 4 X 25 MULL SPECS..........._...16 W Q
�� SEE DETAIL E, 7)ANCHOR EMBEDMENT TO BASE HORIZONTAL MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 6X.25 MULL SPECS......_.._...17 �' Q Z
BE ANCHORED PROMULLPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 30'X 211 AY M MULLL S sPEcs_.16 r-
SHEET 3 30'X 325 BAY MULL SPECS......._19 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 45'X 325 BAY MULL SPECS_...__20 z ~ IW- Q C'51 REACTIONS. MULLION 6 CLIP DIMENSIONS—21-23l- � Q Z �
EXAMPLES 1 62..........................24
FENESTRATION 8)REFERENCE:TEST REPORTS'FTL-8443;ELCO ULTRACONIAGGRE-GATOR NOM'S LOADING EXAMPLES.___.._._.__.25 !A J AO'O
PRODUCTS MAY t IA RRRQ"' 8
BE OF�'TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING N (K W Y Y
MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Z N
II 6co
MV�PGTACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. zO U< Vr Q O Q
d e Z .0m0
10)MULLIONS ARE M COMPLIANCE FOR USE IN THE MVHZ.SEE y ;tx:O
/ -0"G AHI.,l.3
11 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING O o
_HORIZONTAL
ALL SHE-0EWIDTHHEIGHT OF EACH INDIVIDUAL M ULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA PRODUCT REVISED
LENGTHas complying with the Florida
HORIZONTAL
Building uilding Cotle
LENGTH INSTRUCTIONS: NOA-No. 17.0630.01
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 05/26/2021
2 CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ey
PENSVG WDTH-I
r—HORIL MULL LENGTH--•{ ) MIamM-D de Product control
'i LMENrGTH I 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR'OR'TRIANGULAR/1NAPEZOIDAL'.
FOPENING 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBS/FT9 FROM TABLES 1A THROUGH 16A ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING
HEIGHTOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE
OPENING MULL HFO VERT. MULLION CAPACITY(LBSIFTr)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT I FOR THE OPENING OBTAINED IN
HBPHr �, r
MULL >` >r �LENGTH STEP 1).
L {II 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REWIRED(LBS).THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
J oPEMNc wDTH 8 FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE NY LYN/y
SINGLE MULLION SINGLE MULLION "'F OR VERTICAL MULL ) •.
OPENING w1DTH ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR `�����• ;y� ��'
FOR VERTICAL MULL CAPACITY IS MET.
SEE CORRESPONDING DETAILS MULTIPLE MULLIONSNO.58705
FROM FIGURE 1 ABOVE 7)IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE 18 HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/m FOR THE *; *r
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
x2017 FLORIDA BUILDING CODE(FEC),8TH EDITION ip0•' ir
ATE ••�
x2014 FLORIDA BUILDING CODE(FEC),STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION �!/�
.ANSVAFBPA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY(LBSIFTr)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION 1�,5'•.F40R101`.." 7G �
.ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. rSZONAL -
N
. SI 5100-12 A.LYI NMIIJIAKY.E.
.AISC 36410 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
FL P.E.#58705
DETAIL A. DETAIL B: MULLION � $
MULLION TO 2X WOOD BUCK ON MULLION ATTACHED TO 1X BUCKSTRP Tw.ANCHOR 3 rc
OR WOOD FRAMING WOOD BUCK AND MASONRY AND PEnSUBSTRATE. of i5
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTMm SEE SEETABLES,8138
I SEE NOTE 1. N
I MULLION 1 SHEET 1. W a U
6 1 I I I I , ; -y• , Z N
(L
EITHER THE 1 I I 21-21 FOR HOLE SEE SHEETS ° b I MN 2 7 KSI • EDGE _
STANDARD - ° I LOCATIONS G 1 CONCRETE OR CMU J U)
ISI SEE SEE T
OFFSET MULL o ° ° SEE SEE TABLES (n
INSTALLED T' - DISTANCE e ® , ° EDGE DISTANCE 18-138 u1 j =
1 FOR MASONRY -]&
THIS LLED BY. d ' P�WOW 1 ANCHORS W Q O ~
saREas C. MULLIONS4iOR °•a e° SIDE VIEW F=m ZO CO LU
' d . EITIER THE Z
S ANOAAD z Z U k x
n
as oFtsET Muu ui ? y U
a ° � cuP MAY BE M
w � �° $$
a: EXTERIOR INSTALLED BY F-
4
NO d - EDGE THIS METHOD. J to O
a DISTANCE -4 D Q Z �
FOR ° - 2b F O Z N W
MASONRY
THE OFFSET CUP B ANCHORS LL�1 F aD f0
< RECOMMEALED Fqt • 6 a
EXTERIOR -4
WINDOWS,BUTI
ALSO BE USED FOR
LU
q w Y Y
OTHER FTtAAE TYPES. p
U Z Q 0cn
0 0
— Z
EL �O
TYP.ANCHOR TYP.ANO110R .. Ei m�
TW.ANCHOR PERSUBSTRATE. PERSUBSTRATE,
PER SUBSTRATE, SEE TABLES 161BB METABLE818-138
SEE TABLES 18.188 EDGEMNO PRODUCT REVISED
DISTANCE BIICKSTRIF as com9plying with the Florida
SEE TABLES
AND Buildi CoA
EMB HENT BUCKSrRI 18-138 T ATTACHMENT NOA-No. 17-0630.01
ATTACHMENT EMBEDMENT SEE NNOOTTE 1, Fxpo-ation Date 05/26/2021
.1 BY DRIERS, .. - SHEET 1.
SEE NOTE 1. BY
SHEE7 t Alam a ro uct control
- MN 2.7 KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW
FRONT VIEW
INSTALLATION NOTES:
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
`111111111// i
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATIONS,( N
i,
` O .. yj
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ` '��-''LRCENSF'•!C��
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �.
FOLLOWING SHEETS.FOR DETAILS A.D.EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. No.58705
_ *,• *-
3)ANCHOR HEAD TYPE MAY BE PAN HFAD,HEXHEAD OR FLATHEAD. —
� tu :�_
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. � �
,�0�'.• S ATE
5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNITY,USE ONLY MIAMI-DARE COUNTY APPROVEDS••.!'t OR1pP,.-'G\��
ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. &
X17,,YONAL E?..
A.LYNN'V�IL�ER,P.E.
FL P.E.#58705
I
DETAIL E: �
MULLION TO MULLION
—X .125'MIN. r�yx
DETAIL C: INTERSECTION NOTES: b� e
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE L1ON (U-CLIP) 1)MAY BE INSTALLED IN TEE'OR-CROSS- 4
INTERSECTIONS.
(STANDARD CUP SHOWN) vARIEs
2)MAY BE INSTALLED HORIZONTALLY
1 (SHOWN)OR VERTICALLY. In
I TYP.ANCHOR [V
3)SEE U-CUP DRAWINGSL ,SHEETS 21-23 s U
ERHER 1 PER SUBSTRATE, }}
STANDARD I
SEE 7&138 C z �2 W
I FOR CORRESPONDING MULLION.
oFFBETMULL I I TOP VIEW � Z w
CUP MAY BE I la'A EDGE DISTANCE
INSTALLS D BV II W =
THIS METHOD I I FDR wl50NRV VARIES -----! J U)
ANCHORS 012 STEEL SCREWS, co
I I I I SELF-DRILLING OR PRE-DRLL �B =
\ M10.LK1N AND USE SM9 C2 m m p (n
W
e MULLION I•" Z Z
EXTERIOR e♦ a u Q
_ ♦ A THE OFFSET CLP IS \� 3 F m =
FOR MASONRY A 6 RECOMMENDED FDR 16 ? gp a e(J
ANCHORS FIN-FRAMED L ON j.�.{ L O
WINDOWS.BUT MAY ¢Z
ALSO BE USED FOR .I
OTHER FRMS TYPES. EXTERIOR N a Z ` f
TyP-ANCHOR e • z Q On Ol
PER SUBSTRATE, e 0 O Q 0 z �
/ —Sff TABLES 10-130 TYP.ANCHOR SEES OLE L
SUEETS 21.23 FOR - d Q O
BUCKSTRP PER BSTRATE, HOLE LOCATIONS C
SEFRONT VIEW EDGE JI
AHD E TABLES 1-1 t Q Y Y
R
AnACHMENT DISTANCE 1- F- y
BV OTHERSSEE TABLES f Q Z 3
.•• SEE NOTE 1,, 18-130 V Z Q O
EMBED SHEET 1. EL Z
I EDGE m
J� I �+ •• ,. 1. .�'..•.• .F .•i DISTANCE �M$ ( E8
�TSEE TABLES JL, 3s
MIN 2.7 KS CONCRETE OR CMU MSIDE VIEW V
IN 2.7 KSI CONCRETE OR CMU 1B-13B o
FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED
MULLION ATTACHED TO as complying With the Florida
STEEL STUD BMBding Coda
(STANDARD CLIP SHOWN) NOA-No. 17-0630.01
INSTALLATION NOTES: STRUCTURE Expiration-Dot.05/26/2021
TYP.ANCHOR 103Y f
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. eSEE
PER SUBSTRATE, �) Miom{-D a Product oI"
TABLES 18-138
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. LocAnoNs
MULLION
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. `4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. EDGE5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DISTANCE �` LYWELCO ULTRACON OR ELC1/4"S.S.AGGREGATOR MASONRY ANCHORS. R STEEL STUDS THINNER THAN SEETASLES ,NFRONT VIEW GA AND COMPLIANT WITH THE FL BUILDING 1B-13B WOOD
ODE,A 2% BACKER MUST USED
ATTACHMENT BY OTHERS. /-
No.587M
EXTERIOR USE WOODANCHORSPECS SIDE VIEW *'
NOTES:
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD Q TATE FF' :•LV
ANCHOR VALUES MAY BE USED. ��'t`�`s'•mC ORIDp"..• \��`
2)SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20,FOR QUANTITY OF SCREWS. )•E•
'4FL . 58705
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
a it
oY
SEE DErAJLSAN AD, I 30'OR 45'
SHEETS 2 AND 3 FOR ArES.INSTALLATION BAY MULL
TO SPECIFIC SUBSTRATES.
NON
MUWCN
O O OO O OJ
gg5
L)
O Z
O Q
O O TOP VIEW
eqq
SIDE VIEW
SHOWN wRNrxax.126 TOPVIEW
WW
11
CID W
MULLION
TYP.ANCHOR j F,
EXTERIOR I I PER SUBSTRATE, V
SEE TABLES 15B OR 166 $ (�
R.ANCHOR I EXTERIOR 3 Z
STANDAR MULLION CLIP I i —PER SUBSTRATE.
MODIFIED
FIT FED TO FR ELD Id SEE TABLES 1B-148 <61, I TTI Q Z � �
CONORIONS. I' •I I v
TXS•ANLLEN CUP,
EN Z Z Q W
I I D PER LED INSIDE
END,MUST IU Q O Z N r
� I I I aISTALLED INSIDE OF BAY MULL.
m N g� .oho
LLI
0, 2•X6•X.12s U) N N
f 1 ANGLE CLIP, 0 Z Q
I 1 I 2 PER MULLION END, Q Z O O
` i I MUST BE INSTALLED O-I
I I INSIDE OF MULL
I
PRODUCT REVISED
�TYP.ANCHOR as COalPhdna vvith the Florida
PER SUBSTRATE. BMliding
SEE TABLES IB-13B INTO WOOD, NOA-No. 77-0630.01 i
1f STEEL,AwM Expiration Data $/26/2027
—OD, STANDARD CLIPT08E EXTERIOR OR MASONRY EcTERIOR
INTO o
PLUM,CMU OR MASONRY MODIFIED IN-FIB . ` By
D
(EXTERIOR Mlaml-D FToduct nt
O
® I ® INTO WOOD.STEEL
® ® ALUM,CMU OR MASONRY 1 ryO
EDGE
DISTANCE U
PER 2
ANCHOR
EDGE '-�-- w
DISTANCE 4 NOTES FOR INSTALLATION OPTION G&H `a0LYNAf
PERANCHOR G '
1}USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. Q'
NOTES FOR INSTALLATION OPTIONS F:
2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE = �• NO.58705
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 2.11•X.126•MULLION. LOCATIONS.
2)SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE e�N ATE1
LOCATIONS. O �: T /40
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. 'SFS''•'ZORION,.••G\��
7ONAL�E,�1N�Y���\
A N414 ILubTt P.E.
FL P.E.#69705
TABLE 1A
Mullion Capacity Table Ibslfl 5
� l
Opening WId61(for eerliuny-sparring muniorn)or Opening Height(for horimrtely-apamiN"AD-) � a
50 in 60 h 70 N 80 N 901n 100 in 120 N 140 N 160 N o
Reat.ngWer TnWrna+c Rec"uly Trapfidang Raclan9Wer TnprTrlarg. Rae:an¢a7r l7aplTdang. RectanpWar Tnp/--g. RectengWaz PIM n9. WowwW Tnp/Triaw. Rwan!Wer T!apRnan9. Raetanguler Tmp7T6arg.
1X2X.t2S .L.edrg L-Ing Loedn9 Laedrg Loede7g Lcedng Loading L ding Lowing Loadn9 Loading L-dng Lowing l.oedng Laedng Low
0adng Loedhg Ling
moY u
AM .Tabs Tml
F F n muWon yy P P a ag_ 3 °� �� a yy ag y 5g$# �� q € p frfr }¢ q5 � {#5y s9g ¢g' = cn 2 i i drc i� ii a @ drc� i� i 2c 3Z� rc �� !S a drc f� z� �� dz � as i� i s� i� a cc 0 U1
42 h 111.9 400 129.5 332 93.2 408 115.5 325 79.9 406 107.8 321 69.9 US 1064 319 621 400 104.0 319 55.9 400 104.0 319 46.6 409 104.0 319 39.9 408 104.0 319 35.0 106 104.0 l79 uNu!! J In
481n 74.9 312 038 258 624 312 73.4 252 53.5 372co
67.0 210 40.8 372 033 210 41.0 312 81.3 2M 97.6 N2 01.0 2M J13 372 01.0 2M ZeA 372 91.0 244 23.4 312 61.0 244 H Er Y
E12. 53.9 287 706 238 53.2 201 61.5 226 45.0 281 55.7 224 39.9 281 62.1 222 35.5 281 50.1 220 M e 281 41L3 210 26.6 201 40.] 279 22.0 201 49.9 219 20.0 261 40.] 219 � W O ~
52b 247 57.5 20I 43.9 241 19.0 202 ]7.6 247 44.8 199247 41.5 190 29.2 247 39.4 194 26.3 247 35.4 193 21.9 247 301 793 10.0 217 30.1 1p 16A 247 >a.t 197LU
36.4 200 17,2 170 320 204 36A 166 27.4 200 31.6 163 24.0 200 28.4 160 21.3 200 Z7.7 159 113 200 X9 167 16.0200 2S0 1'eZ
Q
33.1 101 33,3 156 27.6 187 J03 152 23.7 181 26.9 149 20.7 181 M.0 148 18.4 181 22.5 144 18.0 101 21.7 743 Z n Z4
28.6 186 70A 112 2A0 165 26,1 139 206 160 23.1 136 16.0 166 P1.0 134uj
222 139 23,3 120 10.5 1]8 19.6 116 1A9 139 17.5 110 Wd ° O
J Z
78.9 125 19.7 109 16.7 126 f0.6 107 N Q J n
o F J
78N 17.5 718 1u 104 Z Z = Q N
TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: 6 F- rn JAZ �co
AncIw7G a Table ANCHOR CAP.,o,,. NA. -I
SabbM4: 27k Coron1. 3.5k Coro. Oldie.CMU F18ed CMU FT wood Y4eW (DP,.,)X( "a)=ANCHOR CAP. r W •
MULLION CAP.,,.,,,,,
y16•ElOo 7/P a6 Elco 5116"Elco 1x•99 Elan 910 61eN R12 Steel 912 61u1 .4i X Y Y
Anelar T y14 Elco Ulhacon +H"Eloo Utrlpan y1C Bee Utreoon 1/4•Elco Ubaean
Anchor Clip Fattems Ty UBxan AggnGelor Ut- ApCrrCWw M-(G5)S--IG5) 8--(G5) USE THIS FORMULA TO OBTAIN THE•ANCH O CAPACITY N N N
Ede 1ffiWw1 k +• 2•+? 1• 2-1z stro• t• 2-10• r 2-7? 2• +re• r o 4e• a s+• 9.324• CITY REQUIRED"CORRESPONDING TO AN
)(
Enoeon.rB Ont 1.ve 7a4• lars• talo• z 1-w• 1-v4^ mm* tnw• i-1H• 1-W21 tars• 1-w +erb1 ACTUAL PRESSURE REQUIREMENT FOR THE Q z O O
2 Anctv104.75•MN.O.C./Sbndao ar Duet alp(Fq.tl: 390" 3904 450" 890" +674" 270b leo un 354676 140 b. M10 !8!1'4j1'1.1 918" 341p 442" 560" OPENING,WHEN IT IS LOWER THAN THE MULLION a d mO S:0
4 Mahon®t.+s Min,O.G I Sa+xlad(or Oue+l Clip(Fry.2): 4fi01M 700" WA WA WA N/A 3801ea WA NIA WA 692b 085047120" CAPACITY(FROM THE TABLE)OF THE SELECTED4Anolnrt 0 T Mn O.C./R)2x5 Angb asps/(Fp.37 lag lee 7699» em" 1500" 1696" 51D" 560 roe wA 760" 159216. eel Ya 885" 1+20 ax MULLION.R WILL YIELD A MINIMUM ANCHOR®0.45•Yin O.G/l-.k'm.124 Abn.(Fig,43 WA NA WA WA WA WA WA WA WAWACAPACITY WHICH MAV BE USED TO QUALIFY
1 AnWW/F W(Fig 5k +9587. +9 m 725" 415" 922 b. a5" u0b. 177976 3mr. 173" t7o" 2zt" 280" ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED
2A.1- 1./4 A4N.O.CIFaip(FIp.OL 24066 ]50" WA WA NIA 190" WA WA WA 317" M2" 760" ANCHOR CAPACITY TABLE as complying with the Florida
building Code
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. NOA-No- 17-0630.01
Expiration Data 05/26/2021
By
Mi..,opdb Product Control
_ FIGURE 1: �rFIGURE-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 INSTALLATION METHODS. 1.000-
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
• • 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000• 1 1
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. .125• �'`�QNY•EN•NM_
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 8
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BEPRESSURE-TREATED
F
FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 7•X 2•X.125 MULUON *: No.98706 P
• LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.#10 6#12 ANCHORS INTO WOOD MAY BE STEEL 1 B43 S.S.OR 410 S.S.
%'O•'
STATE
�"',,,01VAL 1FL9, ,
a L"IN11111110•P.E.
FL P.E.#58705
TABLE 2A IL s
Mullion Capacity Table(1106,111) ?I Y
Opening Width(for te+bwlly-spamng mullions)or Opening Helght*hwimrtalyapannng muoio�)
s0 N 63. 70 in 9D. 90.n 100 in 170 in 110 In 160 In
Reclat9Ya TfapiNn Reclergu.r Trap'irrafr,. Reentpuer TrrQririarp. Rec4rWlar TraN7rrXlp. R4avnt)Wer TI.plT6.rg Ratarptbr TrapRdan9 Rectenµd.r TrepTna#. R4dan8War Trap7d.rp. R.Cep4.f Tr.pine•p. ti w
1Y2x.376 L 1'g L-ft LcadrO Lcadlry L ky Lwbd L-dit LoadiinO Loadlrg Lo.dn9 Lo.d119 Lo.dkp Wadrg Lo.&g Lading Le.d99 Lo4dirp -oadry c� U
Alum.Tube F �yy- a _ ; r a gga ; 9.g r 'gag rS gg ; A$• a gr App u
Mullion 3 i�. c7` c7q G �E tS` d $ � n S c7g` E U
s P qg P12
s' P Mpg 63� y@ P� P € P qs 3 i€ Pg figy P € ppa §p P� 5 a qp c tok
a� 3 iE Zz � < f std a f i� z i� 2F ie+ 9.2 i f8 2F t8 < s' i s� 3 �u Z a W
E W
42 in 1700 920 170.0 435 151.3 662 1700 473 129.7 8@ 1700 506 113.6 662 169.5 518 1009 eel 166.9 517 908 662 168.9 517 7S7 eat 16&9 517 Oka 652 169g 517 56.7 B@ 165.8 517 W =
J W
48 In 121.8 507 136.0 419 101.4 607 119.2 410 86.9 507 10&7 403 76.0 507 1026 3rd 67.6 507 WA 397 6641 50 99.0 396 507 607 99.0 396 434 507 98.0 396 36.0 507 98.0 396 Ir J I
60.616 N 103.7 456 1168 378 86.4 480 98.9 371 74.1 456 90.6 354 64.8 455 61.6 360 57.6 -456 61.3 357 31.4 466 800 356 432 436 80.0 386 37.0 468 4100 356 324 488 800 356
54 N aS4 400 933 MIS 71.2 400 809 328 61.0 AM 727 372 53.4 400 67.3 314 47.5 400 61.0 315 427 100 87.3 314 nil 400 61.6 913 305 400 61.8 3tl 2&7 49.0 9.1.6 ]I] U1 co Q c
§
so in 623 371 9.3.9 270 31.9 374 67.5 270 44.6 371 M.2 261 36.9 321 4&9 750 34.6 324 43.9 257 311 XN 420 266 240 324 40.5 253 721 374 409 253 19.5 374 405 253 F '
5 63 h 63.8 294 67.4 257 MB 204 492 210 384 2M 43.6 741 316 294 398 237 719 294 37.1 734 26.9 791 352 232 224 298 35.5 230 191 294 SL4 230 16.8 294 334 230 Z
'4
as in 4&8 255 49.6 230 39.0 758 424 225 334 248 37.5 221 29.2 768 34.1 218 28.0 25a 31.6 215 23.4 2B0 29.8 212 1415 269 2&0 210 16.7 258 27.7 2W 19.6 264 27.7 209 = Z
72 In 36.0 275 37.9 166 300 225 32.2 191 267 275 2&4 lag 725 275 2&6 105 200 725 235 192 1&0 225 72.1 180 160 225 20.3 177 120 225 19.6 176 11.3 273 19.8 7M W W
Q. Z73N 30.8 202 920 177 7S3 272 771 173 21.9 202 9..e 170 lag 207 21.5 167 17.0 202 19.7 185 1&3 202 1n4 103 128 207 18.7 leo 109 702 16.9 1Y ab 202 19.8 158 H J c
78 in 253 192 216 166 236 192 2&1 165 79.2 192 270 102 17.7 192 117 150 15.7 192 1&1 157 142 192 lag 155 11.6 10 15.2 152 10.1 192 tU 130 0.B 192 141 150 j Q J13
W N 1&b 1M 19.0 179. 15.4 tk 16.1 176 Z ~ Q
06N 1&2 127 16.6 113 � a Z � I
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA, ^� (n O C
Anchor Ca ae Tabb N W
SW.lrala: 27Y Gerota. 3.5k Nt6r G111 F41ea cwtl PT wood I,yy (DP_)X ANCHOR CAP., ANCHORCAR_ X Y
MULLION N in
910 Elw YI'8S @bc 910 Elco 1K'99 Eke 4170 Setl I73 Sbd 917 6naa ~ K 3
Aetna type 918•Elco Uks vl•Eh.u4..ae tff- Y10'Em ut:on tM El10 148.oa1 Ulmoon Ap9eG.kr eer4ae 105)Se 1G3) Soi9.'105) USE THIS FORMULA TO OBTAIN THE'ANCHOR U Q
Anchor Clip Patterns CL Z 0
Edge Oblaroe MY t' 7-1? 1• 2-1/2' 3-1011' r 7-i2• 1• 2-12' 2 3.vr 7 6./9. 3.5r o.324• CAPACITY REQUIRED'CORRESPONDING TO AN rc 9.E �O fn
Emeednam Iti I.v4• I-rr 141'4• lav'' Z 1.114• 1.114" 1-Y4' 1-1N• 1-v4• 1-1/4' 7 lave• I-IV rrbe ACTUAL PRESSURE REQUIREMENT FOR THE a �€ u k'U i
2 AMJpa®473'MN.O.C./S1wdW a Oaad 9.q IFvO.1T 980 b 380 8. 450 b 690 818 16N b 270 lie 260 b 331 Y. 740 b S741b 4184 b. 94689. 341 99. 412- 580154 OPENING,WHEN R IS LOWER THAN THE MULLION U $ o �
4 Anon-0 1.15'A11mQC.181a1eard Lor Or.0 010 4M 2Y 400 W 710 b WA WA WA WA 300 b WA NIA WA WA WA 052 In 565 9. I lZI b CAPACTIY(FROM THE TABLE)OF THE SELECTED
4MOM®3.lift O.C./Igaas AllpM 9.p./(1-o.9k 78o n9. 7808 no ISO)la IMla 5401. 500 11'. WA 7003. 749 u9. ema /B2 b. 80211. 6851b. IIM b. MULLION.R WILL YIELD AMINIMUM ANCHOR PRODUCT REVISED
2Amh-00.40 nh O.C./U-dip,Imo.ta Abet.(Flp.q WA WA WA WA WA WA WA WA IW WA WA WA WA WA 7151W CA
PACfiY WHICH MAY BE USED TO QUALIFY as Complying wish M9 Florida
1 Amhcr/F428(Fb05): 195 b1 105 b. 225 b. 445 In am It. 135®9. 1401. IT?lb. 370 to 1970. 332 lb. 47366 1708. 2211ba 2801M ADDITIONAL ANCHOR OPTIONS FROM THE Building Coda
2AAo8a. MY1.O.C./F-a41F41.57 7100. 360 b. WA WA WA WA 160104 WA NIA WA WA WA 911101 M21b. 580 b1 ANCHORCAPACITYTABLE
NOA-N o. 17-0630.01
NOTE:FOR THE OFFSET CIDP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Date 05/26/2021 I
By
Mlam ad romt Contro
FIGURE 1: FIGJRE 2 TABLE NOTES: !
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. "I 1.0D(r I`
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE j
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
. • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' QN.•••.•• /�i�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `� `� CM
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED La-25 • •';;
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T *; •
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063.75 AND BE A MINIMUM OF.125
�7--77-- 1•X 2'X.375MULLION
'f �� • THICK.STEEL.STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT •'0'
II II LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �pO t, � �. :•�j�
THE MATERIAL#10 d#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S.
''. s'•.;ACOR10{`:•'G�2`.
A LYNNINIILlER,P.E.
FL P.E.#58705
TABLE 3A _
Mutton Capacity Table(Ibs/Iis) _
Opening Width(•or terbcelty-sparlri ng n1LAtcr15)or Opening Height(for nonzordaly-aparrirlg niaions) t:
50 in fkl n 701n W in 90 in 100 n 1201n 1"In 160 n
1 X 275 X ReGa'It7ula TnpRtl411p. Remngla' Tnp/Tn`n" Ratblg8r 7nIp/Tdere. Reednp1ler llep?rlarg. Reetanguur 'rap7:darp. `•Recbr,pdar TraplTrerp. RectenpWm TtgJ'dang. Watanpdr TapTdenp. Mcfan9Av Tnp'Tr!np.
tnednp lDadnp Lmdn9 Loafing lnadnp Load.g Loadnp Loedty Loadrg Lmdre ( Loadn9 Lmdrg Loafing Loodlg Lmdlp Lmdnp Lmdng Lmdna oY
.276 Alu1n.
Tube € a�-. a 6.. g 5 t %-
Mullion
$ Q
re ¢a E o i d` ae s a: E� d`e 1 r = a: F a� f s� W
42n 17MO 620 170.01 473 170.0 744 170.0 417 170.0 eW 1700 506 170.0 992 170.0 519 170.0 1116 1700 627 170.0 7240 170.0 621 146.7 1301 170.0 521 127.5 1701 170.0 521 111-5 1701 170.0 1121 w J N
48n 170.0 708 1770 524 1700 660 170.0 504 170.0 W2 1700 670 170.0 1177 170.0 661 151.6 1170 1]0.0 677 1711.6 1179 170.0 660 113.9 1139 170.0 660 071 1179 170.0 SW MA 1139 1700 NO 0! J in
50.625 In 170.0 747 170.0 Wl 170.0 8M 170.0 631 11 1072 110.0 664 146.5 1032 778.0 727 1345 1072 170.0 747 117.4 1072 1700 750 97.9 1032 170.0 756 a31 1072 Ill 1 756 714 1032 1700 756 ~ � I
541n 170.0 797 170.0 612 161.3 907 170.0 801 1382 907 164.7 730 120.9 W7 1526 TO 107.5 WT /46.0; 714 66.6 007 141.1 710 60.8 W7 140.0 Mg 60.1 907 140.0 709 60.6 W7 140.0 no � m M N
W
bon 141.1 776 151.5 025 117.6 775 130.7 617 1001 735 116.0 SW 802 735 100.2 590 78.4 7Yf 80.6 663 10.5 736 90.1 67e 60.4 T3S 91.8 574 SOA 775 91.6 1 674 44.1 736 91A 1 574 m C7
631. 121.0 086 170.0 570 1011 660 111.5 417 87.0 666 WA 547 70.2 666 00.1536 67.7 680 63.0 0.71 60.9 666 793 516 646 066 75.0 621 47.6 096 76.6 627 36.7 666 751 521 U U ¢
66117 106.0 007 1124 971 80.3 em W.f 611 75.7 807 85.0 501 602 607 77.1 480 56.9 607 77.5 106 53.0 807 Ol.t 461 142 607 671 476 77.0 607 62.7 {7/ 33.1 897 62.7 474 � Z 11� $ U
R h LLI
611 510 801 147 66.0 510 740 434 563 10 04.3 426 31.0 510 37A 410 441.0 510 37.7 477 40.6 310 eD.O 408 34.0 O1D 15.9 402 292 510 MA 369 25.6 610 44.3 380 W NQ
76117 a0.4 468 725 490 57.0 45a 61.7 702 49.0 456 54A 305 43.4 466 461 376 381 156 K.8 377 74.7 458 41.6 We 28.0 455 37.7 382 21.0 458 381 SW 21.7 456 35.7 798
76 In 64.2 4311 67.0 381 57.5 436 W3 317 441.9 /35 491 360 40.1 436 k.7 3W M7 4M 40.9 365 3Zf 435 361 WI 28.a 435 34.4 344 a9 435 32.8 341 241 435 322 740 0 2
90% 41.8 327 431 20 M8 227 344 20.5 29.9 327 211 210 26.1 377 263 275 232 327 25.7 271 20.9 327 237 286 17.4 327 21.0 102 14A 277 10.7 256 Q u Z N �
Win 7w4 217 a6A 267 237 ZO7 79A 237 14.6 717 210 280 21.5 107 a1 244 191 287 201 240 17.2 267 192 277 14.4 267 149 132 ybtX)
180h 242 227 21.7 205 70.2 2217 208 201 11.3 m 1e.0 198 15,1 16.0 1LLI
80 tt x dOb
^ N
111 n a9 3fe 72.7 104 18.6 315 19.1 1H 15.9 215 16.6 iW I*
Is?
N N
talo 771 tw nA fel L) x ¢ 3
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d Z mO N N
An nor Capacity Table Ib9 (ANCHOR CAP. 4 0 .0
9ebtntx 2.7k C-rd. 3.5k Cana. HW-CMU Flaw CMU PT Wood Mat - (OP-)X`MULLION ANCHOR CAP.- L)
Y78'Ebo 1/4 SS F700 5'18•Elm 1/4.65 Elm ft0 SWI 012 SMa #12 Steal
Anchor Clip Patterns ry� !MC Elm 16614417 19•Eke M6acm 7'18•Elco Ultnnon tN'Eko Ubfcarl
Uelsm AW.Cd. IMcm Aay.Gwor Save 075)S.-(W) Sarin(GS) USE THIS FORMULA TO OBTAIN THE•ANCHOR PRODUCT REVISED
Eape Diva-(Il t• 3171' I t• 2.1? 3.1/6• is 2-170 1' 2-1? 7 sve' 7 0.46• 0.54• 0.374• CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida
Emae6lua(hk taN• t-9M 14w 14W 7 1-110 1.114. 7.Iw 1-114' 1.1N• 1-1/r 7 14W lase' -1. ACTUAL PRESSURE REQUIREMENT FOR THE Building Code
2 Ancty-Q 4.75'Mh 0.QI illad ar 031 C9pft71111 7Wb 3101. 4501. W01. te44be 2706 2806 as 401. 374 IZ 6641. 9481. 1416 4421t. SBOb OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01
4 A hm 0 1.14 Mh O.0/SWlla.d(W 040 Clip SRO 4 4001. 780 te WA WA WA INA 380 It. WA WA WA N/A WA 862 b am lo, 1120 b CAPACITY(FROM THE TABLE)OF THE SELECTED
IAnc)vn Q7 wO.C/a)&5 Atlpb C8p17 F103k 7801. 7806 8eb ISWJ- 18066 5106 5801. WA 760 Ill 7461. aW6 18021. 9826 W5 In 11201. MULLION.IT WILL YIELD A MINIMIUM ANCHOR Expiration Date OS/26/2021
2,k= 4 Q 0.45 Mk O.C./U1ap,Mo.125 Aun.O'1a 4k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 7151. CAPACITY WHICH MAY BE USED TO QUALIFY By
1 Andw I F•CIP Fla.5): 185 b IA•1. 2256 446 6 B22 6 1351. 1406 177 be 3706 1117 Ile 772158 473 b 1701. 227161 7801. ADDITIONAL ANCHOR OPTIONS FROM THE Miami-0a oducL Control
2 Anobl 1.15'M2L O.CJ F4NJF aRO.8): 1101. 15C 1. WA WA WA WA i W b WA WA WA N/A WA 3111.4 4C11W 560 b ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEEP 24.
FIGURE 1: FIGURE 2: TABLE NOTES:
--1 1.000•
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.'o 1111
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 11111 r I1
2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �k� NY LYil
FIGURE 3: ) ;` O'uCEM N
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.75W
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. NO 58705 _
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED W PAIRS. 17l •• *_-
4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375 � •
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TRFATEO
FIGURF a- FIGURE 5: FIGURE E: 0•' TE •• �
H
��� ��� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEAMINIMUM OF.1251 T 1 - THICK.STE THICK A TO BE A MINIMU ND A36.ALL ORS INT 3METAL S ALL ICK AT LEAST 3 SC EWTHREAD STEEL TO YE AT 1•X 2.75 X.375 MIRLION OIVAL L� _ THEMATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 EXTEND S.OR 41 935 CREW THREADS BEYOND �'/.;s!(O`NAL E
A.LTM 1.H d1- P.E
FL P.E.#58705