HomeMy WebLinkAboutNotice of Acceptance �T
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RENIEWED Ff
CODE COMPL!,,
M IAM 1•DADE ST. L I E-: ����a��`� � `�' m1AivII-DARE COUNTY
A PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC URCES. - 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISIC�YV50 T(786)315-2590 P(786)315-2599
NOTICE OF ACCEPTANCE A www.miamidade.goy/economy
PGT Industries,Inc. AUG 2 0 2020
1070 Technology Drive
North Venice,FL 34275 ST. Lucie County, Permitting
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
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"PGT"Clipped Extruded AIuminum Tube Mullion—LAM.
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.
' NOA No.17-0630.01
MIAMFt7AD:COUNTY 1 Expiration Date: May 26,2021
Approval Date: November 09,2017
Page 1
r
t.
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NDA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminium 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
I. 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. F1I.-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(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 FSC-Wh Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Amer,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.
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3
Jorge M.Plasencia,P.E.
P duct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-2
1
3
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 ANYANCHORS REQUIRED FOR THE
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED By AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD SUCKS IF USED, GENsRALNom_._........
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE To BE DESIGNED BY OTHERS. 'NSTRmS..........
FqCURE 1: ELEVATIONS............................I
2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD-------2
MULTIPLE OPENING WIDTH FOR VF.Rnm MULL AkCHESTOBE
MULLIONS qmjNsjDE HAVE BEEN TESTED AS TREE-FLOATING-AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CUPS,BUT SHALL MULL TO 1X&MASONRY---2
INSCRI INSTALLATION NOTES-2 CL
FalrTANGULAR NOT HAVE A GAP OF MORE THAN IW FROM THE CLIP,
SHAPE
A-D.G.KSEB ' MULL TO MASONRy__."'_3
4 MULL TO STEEL STUD—..3
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED To RESIST THE MNDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL 3
DESIGN PRESSURE-MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.L/180.THE 113 STRESS INCREASE WAS NOT USED AUERNATATE 4 ca
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, BAY MULL INSTALLATION4 z
I X 2 X 1126 MULL SPECS---l—6 w 0
X 2 X.376 MULL SPECS...........a _j
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY ILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE lIX2.75X 375 MULL SPEC&___7
INSTRUCTIONS. I X 2.76 XIS MULL SPECS....'�
SEEOFTAILS
11 6)11,9E THE COMBINED WOTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESS X 4 X,125 MULL SPECS.__10 0 LU
ATHRUS; It! URESAND 11 X 3.125 X Mo MULL SPECS_'_S
iR w c� to
8 -4 S E 9 ETA I IS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UN ITS,CONSIDER I X 4 X.376 TUBE MULL SPECS_11 P m U.1
HErT82 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THELOINEST DESIGN X4X.376'rMULLSPECSI—.-Ii co
"A%H'
I III __r BHEET92.4
I2SX3.188X.265M%Xt. (9
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 126X
SPECS.A2
.25 SPECS.—13
S
VERT, 1.25X3.26X.624 MULL PECS--114 3 Z
MULL HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT S17E SHOWN ON THE TABLE(S). 1.26 X a94 X.624 MULL SPECS.—6
FOR 9 r- 10
LENGTH HORMONTAL 2X 4X.2j5 MULL SPECS 18
'TAX S L 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD SUCKS BY OTHERS,MUST 2 X 0 X,26 MULL SPKE" Ir
SEEDL g L _1z
NEST 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1.20=1 X.128 MULL SPECS„,.18
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30X325 DAY MULLSPECS.._19 M Ly m
46:X 3.25 BAY MULL SPECS...,.,_M Z <
REACTIONS. MULLION&CLIP DIMENSIONS—.21-23 FF.. <
EXAMPLES I&
FENESTRATION 8)REFERENCE--TEST REPORTS:PTL-6443;ELCO ULTRAOONIAGGRE-GATOR NON'S LOADING EXAMPLES L F� Z no.,...._,_._25 CO 010
PRODUCTS MAY ^ LLQ: -
—uuOFANYTYPF- 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING LU
STBE 52 R
MANUFACTURED CODE AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH w
YPGT. PGT-APPROVEO FENESTRA77ON PRODUCTS HAVING CURRENT APPROVALS.
<
4 0
10�MULLIONS ARE IN COMPLIANCE FOR USE IN THE HOC.
I/SEE DETAILS D�
OKVMWAL ASD&IL 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
MULL H WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
LENGTH HORIZONTAL PRODUCT REVISEFlorida
D
MULL SOS colm
.Ifd %Inq With th*
LENGTH INSTRUCTIONS: ngP000
NOA-No. 17-0630.01
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD, Expiration Date 05126J2021
PENmmDTlrl__l f--HORM MULL LENOTH---i 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. BY
LEMIULLM I`_ _' / 3)REFER TO SHEET 28 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR!OR-rRIANGULARrMAPEZOIDAL.'.
OF NO 4)FIND THE CHOSEN MULUORS MULLION CAPACrrY(LB&F”FROM TABLES to THROUGH 16A,ON SHEETS THROUGH 20 RESPECTIVELY,USING
'T I
HEIG THE MULLION TYPE LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE
FOR
HORIZ
Op LNG TLL
LENGTH MULL MULLION CAPACITY(LESIFT21 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSEP)FOR THE OPENING OBTAINED IN
MULL Umm STEP 1).
5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR G&tAgg REQUIRED ILB, THIS VALUE
MET
IN
T L REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
SINGLE MULLION 0'.' VAD
SINGLE MULLION FOR VERTlCAL 6)FROM THE ANCHOR CAPACITY(IBS)TA13LE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE
_.4F�PE_NL THLLL ANCHOPJSUBSTRATE(ANCHOR-CUP PATTERN MAY APPLY)SELECT AN AN014OR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR 14
CAPACITY IS MET.
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE I ABOVE. ?)IF THE MULLION CAPACITY ILBSM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(U3&Fr)FOR THE z Ar No.68708
OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMUW TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED,WITH THIS A
CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
:20tT FLORIDA BUILDING CODE�FEICJ,6TH EDITION .
1 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION - A E90 4L,
20 4 FLORIDA BUILDING CODE PEC,STH EDITION 0, ru,
-ANSYAF&PA NDS-2016 FOR WOOD CONSTRUCTION 2EPAC
ILBSIFT2)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE EN TIRE MULLED FENESTRATION ✓ X
AIS)
*ALUMINUM DESIGN MANUAL,ADM-201 CT ASSEMBLY. "'ItIONAL........ie"
8100-12
4,A]SC360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. AA,
FL P.E.#68705
1
� f
DETAIL A: MuulOn DETAIL B: MULLION
MULLION TO ZX WOOD BUCK MULLION ATTACHED TO 1X BUCKSTRIP TAP.ANCHOR
OR WOOD FRAMING WOOD BUCK AND MASONRY ATracHMENT SPEMESUBSTEE R TE,ES tB Ise
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) ev0n ERs,
5NOTE i.
j MULLION
S I HEETt. `6 U
I I
I l�pY O
E'i}iER s I r I t923FOORHOlE ." b I CNC KSI .: -• ', EOSE a+ 2
STANDARDO t LOCATION6 e d i CONCRETEOR •'•�„__�D15TANCE, yu} J OI
�FzET tWilEDGE I •I _ SEE SEB TABLES lRi � (p
CIJP MAY OE a OISTANCE o s a e I e EDGEFORDI STANCE f&ISS g t1r S
inSTALLEO BY - OKRY
d a II SCS I I I ANCHORS a co
T}ds FAE'hiOD. co
°. 25(rMaX FOR °qd• , i r SIDE VIEW to
Z
q ALL MULU04 4 q I- O (�
a d e. . q - d e EYTHERTHE F
e• ° STAfeARO 'O z C� S:
. d. � a OFFSET M9fLL � Z
'a CUP MAY BE U
EXTERIOR q e NSTALLEDer j O
EDGE THIS METHOD. ,J (D Z
DISTANT ea Z •= •�-
MASONRY a z Q O
,/"> -° THE OFFSETCLIP IS ANCHORS
L-t' REcauMErrDEnFaq � � �� �a -`Qo
°4 e FIVFRAMFD a.a (n
EXTERIOR wlNDows,EUT MAr o ,
ALSO BE USED FIX2 � Y
OTMER FRAME TYPES. ° � .
y o
TYP.ANCHOR TY'P,ANCHOR ,[ a m-
TYP.ANCHCR / PERSUBSfRATEPETSUBSMS.
SABESeEr III-16B SEE �s taE
M7IB-te DOg JS rc-a
PRODUCT REVISED ,
DISTANCE BU k9TRIP
as complyyingg with tho Florida
SEETAELES AND BYlidlog Gado
EMBEDAgNT BUCHBTRIP1&t39 T t :i.•. ATTACHMBJf NOA-No. 17.0630.01
AND <`. BYOTHERS,
ATTACFMENT BABEDaAENT' e'• M' .s.� �.•i•;.`' SEE NOTE 1. BllptraftaDate 05/2612021
,•i. SYOTHERS, }..•, L ��, , SHEET I.
• SEE NOTE 1, .a :r:a ~'•'•,;t,•T1s .• By '�'r011t1^OT
�'•• y, - ,'!.,.� 9HEEY 1. MgN21KSICONCREMORC4LU Mlam a o oot
SIDE VIEW FRONT VIEW
FRONT VIEW
INSTALLATION NOTES;
I
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ttt 1111/!f!
2)QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE 1�� '� •'t........ •,l�{ ��
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THETABLES ON THE
FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OR OFFSET CUP MAY BE USED. N0.56T05 "
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HIXHEAD OR FLATHEAD. _�: %�j••��L��6.�/(
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 0..{(�� STgTE OF� :•r11��
5)FOR MASONRY APPLICATIONS IN MIAMI•DADECOUNTY,USE ONLY MIAMI-DADECOUNTY APPROVED �(� "••fitORiOA.:"�\��`�`
ELCO ULTRACON OR ELCO 114'S.&AGGREGATOR MASONRY ANCHORS. ���r 70NA`i L
A,LYNfF�NI�LLER,P.E.
FL P.E.#58706
DETAIL E: n
12sMra MULLION TO MULLION
DETAIL C: INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP)
MASONRY STRUCTURE IN MAY BE INSTALLED IN'TEE'OR'CROSS'
(STANDARD CLIP SHOWN) vAREa MTERSECTIONS
2)MAY BE INSTALLED HORIZONTALLY d
(SHOWN)OR VERTICALLY. u)
LN
EWHER TME I ER aerie iSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 t;s U 1
STANDARD I SEE TABLES 11W3B FOR CORRESPONDING MULLION. w gm r ,
OFFSET MULL I I TOP VIEW ZO
CUP MAY BE I I MULLION W
ITIIISMETHOD I II �'.� FORANCHORS J N .
it ANCHORS VARIES J
I I Al2 STEEL SCREV✓S,
I 11"I
SELF-DRILLING OR PRE-DRLL g 2
F-
< \ MULLION AND USE EMS
ii m m o
s1n
•
m
MULLION Z 3 z W
� � O
EXTERIOR
° ct Q
THE OFFSET CLIP IS
EDGEDIBTANCE RECOMh@NDED FOR / ` a Z " B�
FORMASONRY a �• FIN-FRAMED L F'
ANCHORS WINDOWS,BUT MAY MLIP QV 7 0 .
ALSO BE USED FOR ...1 m Z
a' d OTHER FRAME TYPES. EXTERIOR C Z
TYP.ANCHOR G ZQ N
SUBSTRATE, 4 .4 Q O Z LD
/SPS TABlE318.138 TYP.ANCHOR SEE SHEETS 21-73 FOR IL r f— ..O
/ HOLE LOCATIONS ^ rn
eucKSTRw sTp�B Es1a1'se FRONT VIEW EDGE g�
AND O F w S2DISTANCE
I •• :..z .',. ' 1:•. ATTACHMENT SEE TABLES
• . . Y . 3B
EN11W; S0OI.
SHEE71. SDGEETAB
TABies SIDE VIEW U NZ QZ
%'•�O i0n
MIN 27 KSI CONCRETE OR CMU MIN 2,7 KSI CONCRETE OR CMU 1B-138 O
FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED
MULLION ATTACHED TO as ao pl&x.with tho Florida
STEEL STUD BuildingCod
(STANDARD CLIP SHOWN) HOA-No. 17.0630.01
STRUCTURE
eaptrallon Date 05/26/2021
INSTALLATION NOTES:
TYP.ANCHOR BY
1)ANCHOR EMBEDMENT TO BASE MATERIAL SWILL BE BEYOND WALL DRESSING OR STUCCO. 2FORSTEELSTUDSTHINNFRTMAN/—PER SUBSTRATE, - ® Mlam Product Control
1(7/ SEE TABLES 11.1313
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SI:ESHEETS
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,REFERTO THE TABLES ON THE HOLE
FOLLOWING SHEETS.FOR DETAILS A-0,EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. Lo
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. `` MUWGI
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. f
5)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE 17
ELCO ULTRACON ORELCO 1/4'9.9.AGGREGATOR MASONRY ANCHORS. SEETABL �` ..L...
SEETABLEB ;� Q .,... ,CRONTVIEW GAAND COMPLIANT WITH THE FL BUILDING B-98 �1CO DE,A2%WOOD BACKER MUST USED.
ATTACH'm BY OTHERS. ` NO.58705
EXTERIOR USE WOODANCHOR SPECS SIDE VIEW *'
NOTES:
1)FOR2XWOOD-BACKEDSTEELSTUDS,WOOD �� •�'
'�'•. 'FATE �[!:
ANCHOR VALUES MAY BE USED. 'n F
2)SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20,FOR QUANTITY OF SCREWS. ��expN M E.
FL P. 58705
DETAIL F: DETAILG: DETAILH: �
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION >
(F CLIP) (ANGLE CLIP) (ANGLE CUP)
SEE DETAILS AA 30'OR 4s'
e�
SHEETS 2 AND 3 FOR INSTALLATION BAY MULL tr) Eel
TO SPECLFIC SUBSTRATES. II 4U
MULLION O IIII , O cf) W
o
0 0 0 0 0 o Q � w
O O TOP VIEW g
W
SIDE VIEW TOP VIEW i In $ W
sHOWNMBTH VX 4'X.125• I I I I H Z (D 0
MULLION I I I I TYP.ANCHOR 2 O
tI I PERSUBSTRATE, 5 U
EXTERIOR t SEETABLES 150 OR 16B Z U
p i
L TYP.AN STR 1 I z SZ I
STANDARD MUWCN CLIP I PER SUBTIRAT6 EXTERIOR _ Z �¢�
MODIFIED TO FR FELL SEETA13LESIB-14B '1
CONDITIONS. "I I 2•X0'ANGLE CLIP, O = W
I I I I I 2 PER MULLION END,MUST BE
I I I I INSTALLED INSIDE OFBAY MULL. H F OO I
1I CD
i I QJJ
MULLION i II I I I CI 52
U7
2'XWX.125'I ANGLE CLIP,
H W
PER MULLION ENq Q Z U 0 I
MUST BE INSTALLED D- 1�O A
I 1 INSIDE OF MULL ,as
19 if I I
I PRODUCT REVISED
TYP.ANCHOR
A6 COTpIyIn WISH the Florida
PER SUBSTRATE. Bullding Codi
SEE SUBSTRATE.
LES . NOA-No.
17.0630.01 i
INTO,000,
sTEq ALUM
O
Expiration
Data 526/2
021
INTO vrooD,srEa, STANDARD cLw TO Be EXTERIOR OR MASONRY EXTEROR 13YPLUM,CMU OR MASONRY MODIFIED INFELD. Minl-D Pue On
ro,
EXTERIOR \ -Is-- !Jm
SDGDONOR
•
F'� e E
INTO WOOD,® ® ALUM,CMURMA ONRY 1 EDGE O
® ® DISTANCE SL3
PER
ANCHOR II
oISTANCE f NOTES FOR INSTALLATION OPTION O&H. ����ONY LYNN/ice/
PERANCHOR O �` ••IGEN /
t}UBE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION.
NOTES FOR INSTALLATION OPTIONS F: *; No.58703 ;
2)DETAIL G;SEE TABLES 18-145 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE S O *—
1)DETAIL IS NOTAPPLICABLE FORTHE BAYOR 126'X2,11'X.12C MULLION. LOCATIONS.
2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 168 FOR ANCHOR QUANTITIES AND SHEET71 FOR HOLE ® ��Q�: ATE
LOCATIONS. :FS'••�ORtON,."•�'���
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
/� iS70NAL S,�kALl
n A L NIMILCkP,E.
8 FL OZ.#58705
TABLE 1A
4!
LlulAon Capa-ItY Table sIB
Opening WIdMt(forvedla3ByVarrlr7g mu0farm)cr Opening He)ght(T0r Wzllrft%%LspalTl[ng Mallow) N 5yr2�
So porn 7014 a0 in 04 In 100 in 120111 1401 ISO In 3 u.
Q
F.Manylr 11Loarn0, Fxal.dW TrLowlanp, i7aManOv Trdp/16o170. Naetarpt7lr T2pRdpna Rtctanpdar Tepmuna Fa.ronpula mWna7g. PealenWLv mplhlare, Reamnpulpt Trepm7mp. Fixfenptl.r lyeP'71pna e
1x27[.12$ ,L•.440 Lad11p to.dth laadn0 LaadOp Mdnp Laodm Loadn9 tmdnp Lwdng Lembo Latdn9 Lapdne Lmft Load-0 La.dn9 Laedhg Load"
Alum.Tube - 6 tiFTTT
Ti �
Mullion 0!.
o � .� .
42h Ill.$ 408 128.5 332 612 408 lws 325 704 408 107.9 321 60,41 408 IOL4 319 621 408 104.0 319 589 4 408 104A Sts 48.6 4 404.0 319 09.8 400 104.0 3101 35.0 408 04.01 318 1
J �
45h 74.3 312 83.8 258 924 312 73.4 252 515 312 87.0 248 48.0 312 832 246 41A 312 61.3 244 37.6 312 61.0 7X4 313 312 61.0 244 28.13 3t2 91.0 244 234 312 01.0 244 � s�
50425 In 83.9 281 7116 234 53.2 281 61.0 1 228 49,8 261 55,7 224 30.0 281 521 212 35.5 281 60.1 220 31.8 281 49.8 218 25.0 281 49.3 710 228 291 49,3 210 20.0 281 40.3 219 W C F•`
3cSf to 52.6 247 5T9 207 439 247 J9,6 202 37,8 247 44.8 199 33.9 247 41.5 190 29.2 247 39.4 494 26.3 247 334 753 2!9 247 38.1 193 16.5 247 38.5 t13 18.4 24T 30.1 103 iRR, co rrA•
ooh 384 200 472 170 329 209 35,4 169 27.4 200 31,8 163 24.0 200 23D 160 21.3 200 27.1 159 192 200 232 157 16.0 200 23O 159
"t 69111 331 151 35.3 185 127.0 1 181 1 30.3 152 23.7 181 T20.9 top 20,7 181 24,5 146 19.4 let Me 144 16.6 181 74.7 t43 a Irk-'
a
S8 66tH Me 103 30.6 142 24.0 1 108 26.1 139 205 SOB 23t 130 180 165 21.0 134 i Z rn
72b 27,2 139 233 120 19.4 130 1B.B 118 1a.D 150 17.6 +18 ? 0.
LU
751 16.9 125 117 109 13.7 125 16,6 !67
78 h 17.3 143 183 N
r
TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnnhOrCeaTabiD
aS Z
H 101 1tlD
ANCHOR CAP.,,•,,,- a il3 �
9ub.tr.te 27K C011re. 35k Gmn 11.1"cmu FWed01471 PTYYeod M4tO (DP)X� )=ANCHORCAP, to a
ttIV E'bp 17r 38 Eba 3t16'E're Ur Sseaa 01061441 B12SWd 0f26t.M MULLION CAP.,m,wu
Aronvryps Stie-t7caU7baaon ilt•ElaD U9rffitll 37i6'Ek.Niracen iH'Eeo Uttr9aan
W
Aneho7CIIpP3tt5m9 Ulwam ADDmO.7ar U1.w0 AoaroOaLu Bpmw[G5)s.rew[GS) 3arew(05) USE THIS FORMULA TOOBTAIN THE'ANCHOR N to N
Ecm.0U7mas(ak t• zvr r 2.72• 3•Mr 1• 2-Irr 1• 2-tm r a1Br r 1145• 0.54• 0.324• CAPACITY REQUIREWCORRESPONDING TO AN x
Emb03n.m m 15x4• -Iar4• +aa' taro• x 1•vr 1.vr 1.114• 1-M4- 1-v4• 1.w• r lam' tam• vlb4 ACTUAL PRESSURE REQUIREMENT FOR THE
2Ana(wa CIrMh,O.G etmkmfar q(p(Fy,lk 300 m.1 390k 45013 malty 1 m. v0 m. 21301. 3541. 7401b. 3 03 1. B46ibs 341 a'. 4424'. S13a1. OPENING.WHEN IT IS LOWER THAN THE MULLION r, d Z W
4Aoatpa®1.1T
MO.0.r-i SWKW(aroeme Crp(ft.2k 4806. 700 be WA WA WA WA 3807ba WA WA WA WA WA 682 ass mt. il20Hr. CAPACITY(FROM THE TABLE)OF THE SELECTED a0 s�}
4Arcicn®3'h9aO.C./R)ASA7pbWpal(Flp.it- 7901. 780 Ra em 9a 15901. IBM ms 50 a0 5600'. WA 760 lb. Its las sea m. 1=50 9811. 150'. ltapl. MULLION.IT WILL YIELD A MINIMUM ANCHOR � �D= •�
2Atcka100.45'M1. acdp,Olm.+23`ANm.{F'a 4Y WA WA WA WA WA WA WA WA- NIA WA WA WA WA NIA Tis1. CAPACITY WHICH MAY BE USED TO QUALIFY S
7 ANW21 F-Op(F708k 185 pM +9y m. las 1. 445 an 8226'. 1 135 MS 140 m4 177 The 37000 1671h. Bulb. 4731. Ira lb4 2217b. Za01W ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED
2Araham�1.16'WA MCt Ftp(Fa.Bk 2406. 339 ms WA WA I WA I WA 1901. WA WA NIA NM f WA 34115 4121a 5894111 ANCHOR CAPACITY FABLE ars comgw:l With the FloHda
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, DWilling Codi
NOA-No. 17-0630.01
Expiration Date 05126/2021
s
Mlam rolluetContio'T
FIGURE 1: FIGURE 2: TABLE NOTES.•
! 1)SEE SHEE71 FOR INSTRUCTIONS ON USING SHE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
+ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. •-'1 1 000,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEP 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.
ANGLE CUP MUST BE USED N PAIRS. tilt 7r�
4}SUBSTtTATES;CONCRETE SHALL CONFORM TO ACI304 SPECIFICATIONS,HOLLOW AND GROUT-FILLED .125• '��Q�cEN/VA/�f
FIGURE4: FIGURES: FIGURE B: 'CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AS C-90.WOOD SHALT.BE PRESSURETREATED E1- U SF'•.•4
YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF,125'
• THiCK STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045"THICK18 GAUGE),STRUCTURAL STEEL TO BEAT 1'X 2'X.125'MULUON _=*: NO.587D5
LEAST.125'THICK AND ASS.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _
7k=
• THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S,S.OR 410 S,S.
i S"TA F��•.
t�'��p�a'�ORIPP••' ���'�
PNAi.
A.L14N N11116•P.E.
FL P.E.#58706
TABLE 2A
Mullion Capacity Table e1Rt
Opening Width(for lertl®Byspenring m ffem)crOpening Holght(tar hodpanNng m195ons)
so In 601n 70In 80 N W In 1001n 1201n 140 N 160 In
Rsdat9Wv ThpJiFio10. Raetmguler TWTd2n9• Reot.Wlor Tmp'Rhrq. Rsdwoulr Tapidan9. Reetangwar ^ a
Th1WTdero. Recfarodar Tmpharo. RatenBNor TraN7do1'9• ReotaigWar Tmrl7rYmlp. Rectenpuar TraprTdenB + �
1 X 2 X.976 L= Loed6 Leedro Looe" 103dIro Loedtrg LaedyG Loa00��$$t0 Lcvdn£$m L44dlta ImdlnB LaoiOq 1podlri9 Laa41r47 Loa4N9 l�adlrp7 Lddlro laldrrA
Alum.Tuba d^ t9 � t9� to
M2pbn rslg��• H o p }4I a TF�tk gy sg� 6F q{g{ � � if a p TytF 8 jI $� ft �' to
Z po
W
42 In 170.0 RO I 170.0 435 IrA.31 682 170.0 475 129.7 862 770.0 6C8 113.8 682 188.6 618 1008 6ID 1eQB617 808 862 168.9 617 75,7 662 16&9 SIT 048 882 18&8 617 687 80 188.8 517 - rn
_
J
481. 121-81 607 1 138.0 418 101.4 607 1182 410 80.8 SOT 1087 403 700 507 1028 308 879 607 88.0 397 668 607 89.0 308 607 607 89.0 398 434 507 99.0 308 98.0 587 D9.0
80.829 in 103.7 458 Me 379 8&4 465 08.8 371 74.1 458 80,6 394 64.8 455 69.0 am 67.6 '456 '61.3 367 Sta 466 S00 358 432 456 80.0 350 97.0 456 80.0 358 324 455 Sao SW
541n SS4 400 83.7 338 71.2 400 $492246
61.0 400 727 322 53.4 400 07.9 316 47,5 400 84,0 319 427 400 ID.9 314 368 400 61.8 913 30.6 400 01.6 913 2&7 400 81.8 313 m O co
cn
60N 823 374
67,D 270 $1.8 324 44fi 324 81.2 284 3&9 324 468 280 348 321 43.9 237 91.1 329 420 265 200 $24 40.6 263 221 324 403 263 18.3 324 40.6 253 -{ F-
47,5
rp O
6311 638 284 67.4 252 44.6 294 39.4 2.94 430 241 33.8 294 328 237 249 289 37.1 234 288 284 362 232 224 294 39.5 230 181 294 53.4 230 1&8 2D4 334 230 2 Z
66N 480 168 48.8 230 30.0 268 374 288 37,6 221 291 286 341 210 200 1b0 31.8 216 23.4 288 226 211 1&6 269 260 210 107 266 27.7 2W 14.8 266 27.7 279 Z _72In 36.0 225 87.9 188 30.0 228 267 229 284 188 22fi 225 28.6 186 200 2S 23,6 164 1&0 275 221 180 1&0 225 20,3 177 120 22fi 19.6 178 11.3 225 126 178VILLUTe in 308 102 320 177 2aa 202 21,9 202 23.8 170 122 290 21.5 101 17.0 202 19,7 186 103 = 15.4 183 128 202 16.7 180 10.9 202 188 1ss 0.0 202 15,e 136 (LZ78N 2&S f@226 1ID 2a2 1ID 220 762 17.7 192 1&7 1S9 15.7 1@ te.t 167 14.2 1@ 128 104 1L8 1@ 162 152 10.1 192 149 1W 8.9 161 142 160 m J �^-
W h 188 144 19.0 128 15.4 144 1&1 125 FzF-- ~ 7 a N �
88 N 751 121 18.8 113 O S`y Z to-m
a fn r 9 Mo 'o
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnchorCapacltv Table ANCHOR CAP,,,m„•„ ® Lu N y
suestme.. 2TR Conomte 3,Sk Cow, Noww CMU Filled CMU PT MW Meal (DPm)X( )=ANCHORCAP.- 9n
MahaT7W 'J16'EIco Ulrr400n 114'Ma tkha 5176 Doo 3110'E1c0Ubacon IW-Elmo Ntmom 114"68EIoo a116Eloe VOWS. 67oskd 912Sted 012 ft MULLION CAP.nc.n.. U X Q 3
AneliorcupPatmm9 uarazon Agoccnot Ultaomr A9poGemr S,-(C5)eemv(GS) S-(C.51 USE THIS FORMULA TO OBTAIN THE'ANCHOR Q r Z O O
E68e Mmce 0.k 1• 2-Il7 .1• 2-11T 3.118• r 1 2.12' 1• 2.02' r ave• r O.Ar 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Emyedmwt(N f424• 1,14• 144 1,14' r 1-iu• 1-114• i-114• 7.114• 1.114• 1-wr r 1.Y3° tale' !edea ACTUAL PRESSURE REQUIREMENT FOR THE � � 44 CIt
2ArcMre®4.iSMN,O. r67eemmorolhaalp(Fp.1 390 390 me b os 1644 19' 370 ma 2B0Im 354 me T40Wr 314Im 544Im 849Iha 341Iye 442me NO Ion OPENING,WHEN IT IS LOWER THAN THE MULLION ,dPt 8k
4 Atrolmm®1.18•MN.O.G I Sandrd(wOlreaO alp(FV.n 450 6e 700 me WA WA WA WA sm ih. WA NIA WA WA WA 662 me MUM 11201m CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anc @TSM,O.C.7(2f7A5Ambatpe/(FI0.9 7 lee leo on embs 1660us 1898ua 5w ba Sao lye Nrq leo bo 7w lee embs 1 ma 882ae 683Im 11zolm MULLION.RWILLYIELDAMINIMUMANCHOR PRODUCT REVISED
2 Anch-@ 0.45'Km O.C.r(10ip,bb.125•Aeon".4Y WA WA WA WA WA WA WA WA NIA WA WA WA WA WA 715m. CAPACITY WHICH MAY BE USED TO QUALIFY ae eompNlnR with the Florlda
I A.W/Falp".S7: 189 Im 199 un 225 be 44sem en mt 13sb■ iw m3 mme 670 Bb 1e7 es 332 Oa an ma n2 me 22f IN zeolys ADDITIONAL ANCHOR OPTIONS FROM THE BWlding tGooddo
2 An4yale®f.16'Mln.o.G/FatD(Fig.ek 2w les 350 ae WA WA NA WA to01m WA WA WA WA WA 341 Xe 442It, 580 Ma ANCHOR CAPACITY TABLE NOA-No. '17.0830.01
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. expiration Date 05126/2021
0Y
Mleml- a ro not onR
FIGURE 1: FIGURE 2: TABLE NOTES:
0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, _
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS r'I 1.000•
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 11111 f l l 17J7
• • • 2.000'
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, L
ANGLE CLIP MUST BE USED IN PAIRS. `t SF••4�,;
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '�76' r ''P
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C .WOOD SHALL BE PRESSURE-TREATED =*: No,58705 1.
FIGURE 4: FIGURE 5: FIGURE 6: SD
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.1261 Y X975 MULLION
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.0451'X .
°THICK(18 GAUGE).STRUCTURAL STEEL TO BE
LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %Z)-•• IQZ 7�Iyr
THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL 18-8 S.S.OR 410 S,S. �O�.• ATE F ��
A`LYNN/VII 1LLER,P.E.
FL P.EA 58705
. TABLE 3A
Mullion Capacky TablO Ibsf e
Opening Width(tor%erticeCyspam6rg mu(fans)or Opening Height(for hoftDnta9y-spanri g mueion3)
50 in 50 in 701. 00 In 0010 loom 120 in 14010 1501a
1 x L76x Ropt"Gular I WiF( .u. Rrotan ■r Trer✓ntena• Ractap9ulr TeapflNe<u. Imemnauter 71ePM-g Reetmasl. TIap III.M. P-d-Nv Treplhlarm. R.0-gW■r Ta"Ng, Ract-pllcr TM;l7dang. RletanBumr Tmpnftg. o
.376 Alum. LOdkm toadrm Loa®n0 L-Wg LoadnB I.An L... Lad g I.aadhm 1-- n L vino L ag L--ft Loafing LIZ
Loadno L-dAg LIZ SY V
Tubu
Mullion 3 �� �' $ � c7�' � $ 3� a`➢� ,� � ei � 8 t5� r9� 6 �' g ,15
U
ga z ~
120 170.01 620 1170.0 435 170.0 714 170.0 675 170.e 688 1760 609 170.0 6ffi 170.0 sig 1760 6119 170.0 621 170,0 1240 170.0 621 168.7 1301 170.0 527 127.6 1301 170.0 621 117.5 1301 1740 B1 .n y
48 in 170.0 Toe 170.0 524 770.0 650 17x0 564 1708 902 170.0 630 170.0 1153 170.0661 Este 1139 170.0 077 136.8 1130 170.0 696 113.9 1139 17x9 609 97.6 1138 170.0 680 65.4 7139 1760 aeD (Cti � y
50.6251. 170.0 747 170.0 563 170.0 606 170.9 631 1676 1032 170.0 664 148.5 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 769 a3.9 1032 170.0 756 73.4 1032 770.0 786 at
64 M 170.0 797 IMO 612 151.3 907 1740 691 136.2 Bar 161.7 730 1M,9 S07 I6LS 720 107.5 907 1450 714 86.8 907 141.1 710 80.8 007 140.0 709 59.1 907 140.0 709 60.5 DC7 140.0 700 i2 m a FFN`-
W N. 141.1 735 151.6 025 117.8 736 130.3ell .ioa.s 735 118.0 rag 663 739 1002 SM T84 735 99.5 68.7 70.5 738 86.1 578 58.8 735 01.15 674 SOA 735 91.6 a74 44.1 735 91.6 614 -I � co UOJ
{ 6361 121.9 1588 130.0 570 101.5 605 111.5 1557 87.0 Seo 68.9 547 762 666 60.1 038 67.7 Sts 51.9 Sal 60.9 666 79.8 528 Box 6� 76.6 621 43.5 066 76.6 621 38.1 668 TIM 521 3 aj
Fp 681. 100.0 607 112.4 522 65.3 607 951 511 757 007 65.0 507 882 6W 77.1 493 559 607 71.5 486 53,0 607 07.6 481 44.2 507 MA 478 37.9 007 62.7 474 33.1 OCT 62,7 474 Z z LU �' ,Vg4
72M 618 510 85.3 443 63.0 810 73.0 434 563 510 64.3 429 51.0 510 a7x 419 45A We 53.3 413 40.8 510 30.0 408 34.0 SID 43.8 402 Z32 SID 44.4 389 25x 510 M,3 389 2 U) O
7610 59A 458 726 400 67.8 ISS 61.7 392 49,8 460 64.1 US 454 460 498 378 35.5 463 44.6 37e 34.7 470 41.6 368 289 458 37.7 362 24.0 456 36.0 359 21.7 45a 35.7 350 ? =o < Z
766 642 436 67.0 381• 67.5 435 S66 373 459 435 0.3 396 4al 435 44.7 350 35.7 435 40,8 Sas 32.1 133 361 351 26x 439 34.4 344 22.6 +35 826 341 20.1 435 822 010 a t- e.
9010 41.8 327 43.1 290 34.6 327 364 285 209 327 31.9 280 20.1 327 253 275 233 321 253 271 20.9 327 23.7 263 17A 327 21.0 262 14x 321 10,3 255 tZt-- � � Z N
Dab 34.4 257 39A 257 28.7 267 29.9 252 24,8 287 260 246 21.5 237 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 64.4287 10.9 732 a �Q bbO O
Ln
10810 242 27! 24.7 205 203 227 20.8 201 17.3 227 18.0 198 ta.1 227 160 195 (rp X O
•11110 223 213 32.7 184 18.5 215 te.t 181 169 215 18.8 166 gi r;
1206, 173 154 17.9 167 -i' `-� Y
F= U X G 'S
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: O• z A
Anchor Ca c Table s
eumtn 275 eorcrete 366 eox, tfauor+a4u Riled cA91 pr lYold Metal (DP,m)XrANCHOR CAP.,o,n,°, ANCHOR GAP.,,, o. .�
`MULLION CAP•„o"„e,� rg
6116•Eko 614.88 EbD 9178'Emo 1/6.69 Elco 1n06toe1 6126Seel W28ted
Anchor CO Patterns Anchor 9n6'EEo lAtnian t/a•Eka Uitr4cm 3/18°EI■o alQ9oorl 114'Ek.NDacOn
Cup Ultr■ooil ApgmOamr IAtrxon AggleOemr 9amv(CL7)fiatea(35) Barew(09) USE THIS FORMULA TO OBTAIN THE°ANCHOR PRODUCT REVISED
Edge Diu me Mk 1• 612• t• 262' 3.119• r 2-Im 1• 1 2-ire r 3.1w 7 0.46• 0s4• 0.32V CAPACITY REQUIRED'CORRESPONDING TO AN as aOmP,•,,••.with the Florida
Embedmala lint lata• 1414• law• Isla• 24 1-114• 1-174• 1.114• 1.114• I-Im 1411r 7 1415• 1476• Ze- ACTUAL PRESSURE REQUIREMENT FOR THE Building e
2M■mm®6,75•MI6 O.G/8[enaWd or orsat clip
.0 390 Im 3901■ 50 ma 890 ma 18448' 270 m. 28011 Im 74011 974106 684 ma 848 ms 341 44211 1580 ma OPENING,WHEN IT IS LOWERTHAN THE MULLION NOA-No. 77-0630.01
4McDoa®1.15•Mi6 O.Gf3laMad(orObpg Cllp .$ 48011 700 m■ WA WA WA WA 380 ma WA WA WA WA WA 882roe 665IN 1120 ma CAPACITY(FROM THE TABLE) THE SELECTED Expiration Date 05/26/2021
a Armhon®3• A 0.C.1(2)2x5 Armor CUPS 1 ff10.37 78a m 760 916 680 ms 1560 0' 1598 Im 540 6a SBOIm WA 76011 746 m■ am ma 102 ft 662 ma Ba61m 112911 MULLION.IT WILL YIELD A MINIMUM ANCHOR
2Ano0am@0.4a•MIn.O.G l uialp,Mto.125'Alm..ff1g.47 WA WA WA WA WA WA WA WA WA WA I WA WA WA 716 me CAPACITY WHICH MAY BE USED TO QUALIFY BY
1Arx;har/FL71 ffrg.s): les ms t95 ro■ 226 ma 4+ams 622 n>e 135 M. 14011 177 Im 376.16 1e71m J32Im 473 me tTolm 72111 200 m■ ADDITIONAL ANCHOR OPTIONS FROM THE Miam o m uat Control
2Mehaa 1.15•MI60,0JF•GIp S'I0.6): 2409' 33011 W WA WA WA tw lm WA WA WA N/A WA 341 IDS 40211 569W 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 2-4 FOR GENERAL INSTALLATION METHODS. W W 11 I I I 1
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. p1Y•LYNN
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760° •_WCBNg� /��F i
t1 HOES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. No,68705 •�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED W PAIRS. - *-
4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS HOLLOW AND GROUT FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED 376' 70
�6 -7
FIGURE 4: FIGURE 5: FIGURE6; O YELLOW SOUTHERN PINE WITH AN SG OF 0,65.ALUMINUM SHALL BE 6063.75 AND BEp MINIMUM OF.125° � T '
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT %tr '•.;�<OR1D••. •����
LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND r X 2.76'X.375 MULLION ,J�S1� •.......
THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. /J/ONAL E1W��
A.L414N Ah1C.dL ,P.E.
FL P.E.#68705
TABLE 4A
Mul lat Capacity Tanto pham o �
Oponf pm dth(fcr veAcs"wwin nlWlcns)orOponing Holght(forharimrvWsparift mtSiom)
501n 80h 70 in 801, gain 190In 120.In 140h 190 In SF o
1x2.76.9 Redo gff TmWMang. p-te ular Twill la RsGanPdv TtaWMam, ftae0mGda Trep7rA�p7. Reclaneifor TrtylDtmiC fieetorgular 1>4TTIbnB• R--6.0. ihp/a(m9, Peeht9llm TtaWTdtng F7actatgndar Ti11dtN4np.
Laadmg LoftLadng Lmdng Loadng Loafing lnadn9 Loadng Loafing Loafing Lowing Lmdng Lmdbg LwAng Lmdng Loadng Loadn9 L..d g o�`
S60 Tube.
m z d r m a$ a a a r r
MflBan 1}e i5 B � B cY� �i9 � 3 a
0 W
42 h1 170.01 170.0 435 '170.0 744 170.0 478 170.0 ase I 170.0 BW 170.0 222 170.0 618 17110 1118 17x0 621 170.0 1240 17110 521 17110 1488 170.0 521 1155.7 1620 170.0 521 1138.8 1620 110.0 521 ,�W{ J y
49 In 170,0 708 INA 624 170.9 550 170.0 Sal 170.01 982 1170.0 WD 170.0 033 170.0 eat 170.0 1275 1170.01 en 170.0 1417 17119 1180 1417 1417170.0 9119 121.5 1417 fm9 Geo 1DL3 1417 170.0eeo L�L00 7 0
50.e75 in 170.0 747 170.0 583 110.0 08 01.0 1 631 170.0 IBM 170.0 854 170.0 Ile$ 170.0 723 1828 1258 170.0 747 146.3 1280 170.0 758 121.9 1288 170.0 7W 104.6 12M IRA 755 VIA 1258 110.0 750 O W S
541n 170.0 797 170.0 612 170.0 655 170.01 901 170.0 1710 170.0 754 190.7 1130 Ina am 133.9 1130 170.0 1137 120.a 1730 170.0 ass 1005 1190 170.0 bat 68.1 1130 170.0 eat 743 1130 1700 661 11 m cn cn w
Win 770.0 say 170,0 701 ties 916 feta 781 1265915 iM.9 746 100.9 915 1323 735 97.6 015 123.9 720 87.9 915 110.5 720 712 915 114,4 713 64a 815 114A 715 640 016 1144 111 $ Z
63 In 1616 630 18L9 710 126,5 830 138.9 694 103.5 030 1232 681 04.0 ado 1122 870 84A 8340 111.11 8112 75.0 870 g9A ase 633 830 0..B 0.B 612 630 041 049 47.4 830 11.1 840 U Q
Belo 1921 757 1140.0 660 110.0757 119.6 638' 943 757 105.9 624 826 757 00.1 614 734 767 89.1 1 000 69.0 767 114.2 800 '65.0 767 79.0 693 472 757 782 601 41.3 767 702 691 o ? 3:f
72 in im.7 836 109.8 552 018 638 910 540 727 639 60.1 530 610 670 722 &1 695 638 68.5 514 90.8 838 aZ3 500 424 099 57.2 600 36.3 636. 65.7 IW 81.8 690 552 490 ..J.1 z
78117 68.5 671 90.1 198 72.1 5M 78.8 4011 e. N 07.4 R9 51.1 511 00.0 M 4040 571 95.5 484 43.2 571 618 459 3a.0 571 RA' 451 US $71 44.8 M 27.0 671 44.5 446 7 _
70in 90.0 542 83.4 474 90.7 542 70.8 465 67.1 1142 02.1 45a 50.0 U2 66,7 449 444 542 51.0 442 40.0 542 47.5 437 33.3 642 42.9 422 25.6 542 40.6 425 26.0 512 40.1 423 ? O Q N
W b 52.1 407 83.7 381 414 407 46.4 365 372 407 39A SIB 325 107 38.8 313 260 407 321 3311 28.0 467 29.0 334 21,7 407 28.1 1121 111.9 407 21,1 >m 10.9 107 23A 810 �, m 2 2!
W M 429 350 44.1 320 35.8 390 372 314 30.7 398 32.4 309 211.5 358 20.5 304 215 350 25.1 300 21.5 756 24.0 268 17.9 366 21,0 7119 15.3 356 162 231 a rp x
Lm
30.1 235 90.0 255 75.1 203 25.0 251 21.5 283 226 247 18.8 253 19.9 244 1&7 283 1&0 240 16.1 207 18.8 237 co
27A 257 203 7A2 711 267 215 238 19A 207 20.8 335 173 2117 16.2 231 15.4 267 10.0 723 O cJ 220 229 22.5 208 lea 226 19.8 1 206 15.7 229 111.2 202 U x < O•0
TABLE 48 ANCHOR CAPACITYADJUSTMENTFORMULA:
Anehor acl Table ba ANCHOR CAP.,,,,,,,,, 0. Zrn
Of
subaumm 2.ikCoo" 3.5k� IaW0111 1VIMCMU TWood Matel (D )X( )=ANCHORCAP.,m m 8
91WEke 114'39 El &&12100 1/4'63 Elco 010 SIet 1113- 1112 Steal MULLION CAP., „„aa
MoMrlype: 5/18•EfcoUlOaoon tin•Eleo ulaecn &SO'E7osUttraoon 114'Elco 1pinoan PRODUCT REVISED
AnehorCep Patt9mt lmrman APgaaamr ubmm aWtaCatar soar(06)64mw ror acnnv(05) USE THIS FORMULA TO OBTAIN THE'AWCHOR afi complying with the Florida
Eawq.moe6n% 1- 2-IW r 2.lrr 3-V4 1' 12'801
1 2.112• 2- 3.116• 21 0.4a 0.54• 0.324• CAPACITY REQUIRED•CORRESPONDING Tb AN BuudingCoda
EmOaamem 1-$ 1-741 1.374 1.VV 7 1.114 1.114' 1.114• 1.114• 1.114• r 1-18• 1518• wnea ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2 Mcbm IM 4.75•Min.O.C./9 dnroasen dlv(Fq.tx 39016. asoma 45050 690M 1 ha 2N IOa 3 ba 7 W 374Ib. 654Ito go R. 341 S15 M2Ieseol. OPENING,WHEN IT I9 LOWFJ3 THAN THE MULLION
4 Malmo 52115'MIM O.C.1 Bt oda d(0r 0f e0 COP tF10.2k 480 B5 790 M NIA WA WA WA WA WA WA WA WA 682 So s 1120168 CAPACITY(FROM THE TABLE)OF THE SELECTED Etpiration Date 05/26/2021
4MCMn@ 3'MMQR IM 2t6ArpleCos 1619.3x 790 M. 7800. 880168 1560111 189813 60 I0. WA 76015+ 748103 6801011 neaxlffi 65213 1120917 MULLION.R WILL YIELD A MINIMUM ANCHOR
ZAlmhore®0A6•M10.00.fU-Qp,d,0,178Abm.(FI EWA WA WA WA' WA WA WA WA WA WA NIA WA 7162. CAPACITY WHICH MAY BE USED TO QUALIFY By
1 Arwlmrl F•Clip(Fig.9C 19SIe195lbs 225IM 445 e. 022 ba 135 b4 177 Ma 37016. 1871b. 3321ba 4T3In 170 Ie 7211011 2801dt ADDITIONAL ANCHOR OPTIONS FROM THE mmml-DA roas ontrol
2Molltas®1.15•Mb.001F421p1Fl9.0. 24D Iha 3501611 WA N/A WA WA WA WA WA WA WA 341 M 442 M 6601. ANCHOR CAPACITY TABLE
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CIDP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2• TABLE NOTES --� 1,000" r•-
t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 1771 I 1 1 r 117
FIGURE 3: �,.••• i
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,BEE SHEETS 21-23, 2760' `�'�.• <,10ENS4c'•.�(_
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED11 1 ,APPROXIMATE HOLE LOCATIONS. �.7 N0.6870b
ANGLE CUP MUST BE USED IN PAIRS. - 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED •ln 7-7 f�-
FIGURE 4: FIGURE 6: FIGURE 6: Yam
ELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126" �O�'. ATE O l T•'��'\�
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(13 GAUGE).STRUCTURAL STEEL TO BE AT
I( II I LEAST.126'THICK AND A35.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1•X2.75'X.650•MULLION �i�51'•• OgtDP,. Z��
ll I I • 1 THE MATERIAL.070 ANCHORS INTO WOOD MAY BE STEEL,10.8 S.S.OR 410 S.S.
A LYF1<SIMILL&,P.E.
FL P.E.#68705
TABLE 6A m
MulSon Capacity Table
,1M
OpenIngWidth(forvorUcd Wrdgnusltlrt9)orOpeningHetght(Ibrlod2orts*spa50'gmdbm) M
so In SOI 701n 80 In 0010 1I 12001 1401n 160I o
Rftt.Wl. Trap/T4mtp, Recwvj r TmW74ptg. RecwnOder Tmpmam• Raomnpular T.WTtmrlp. R4cfat94a "heplllfarl9. Faaan9dar Ttsp/01Wig. Rwhnp W TreNTt09• peatmpthr TaW7hap. Rac�9thr Tt�/1hBn9. 6z b
1 x4x.125 U dn9 Imdnp Laadnp Loednp L.ondng Ladle loadtl9 Lm.dnp LoadnO L wft Loadno L.adn9 L.&II loof Loedap lmdnp Loading Ladrp B U
MuRL 0 a �' �'.• -.- �'., 't a.. 'k 'Pt„ r`
o o �
W
421n 17x0 em /70,0 435 170.0 7N In.0 478 170.0 868 170,0 5% 170,0 99'1 170.0 619 170.0 ttte 170.0 621 IMA 1240 1780 821 170,0 14m 170.0 521 145.5 1489 170.0 621 127.8 1469 170:0 621 al y
481 170.0 TOG 170.0 624 1TD.0 550 170.0 684 170.0 992 170.0 a0 170,0 1t73 170,0 e91 170.0 1275 170.0 877 168.3 1303 170.0 680 130.3 1303 170.0 680 111.7 13m 170,0 am 87.7 1303 17MO 680 ty�tJl
s0.B251n 170.0 747 170.0 651 170.0 W 170.0 631 170.0 1045 170.0 684 170.0 1186 170.0 727 156.1 1276 170.0 747 140.5 1235 1700. 788 117.1 1235 170.0 756 10DA 1235 170,0 758 07.0 1235 17x0 789 rr 2 o 541Ui
. 170.0 797 170.0 612 170.0 968 170.0 691 170.0 1115 170.0 754 154,4 1155 170.0 Om 1372 1158 170.0 W7 123.5 1155 170.0 8116 102.9 1158 170.0 881 66.2 1168 170.0 B81 779 11a 170.0 NI cc�3a (O 9y
601 1706 886 17ao 701 168.7 1042 1760 757 1429 1M2 MIA 872 125.1 1 148.7 Ots 1112 1042 130.6 801 70110. 1042 1302 701 nA t0Q 125.1 702 71.5 LM 126.1 752 e2A 1052 12&1 752 � � fa cn 0
03 In 170.0 970 170A 745 151.2 992 183.6 818 1296 502 WA no 113.4 992 131.0 752 100.6 892 121.4 70 90.7 991 1140. IN 759 092 108.4 745 &.e 992 IN 7N •50.7 992 1060 TN _ rC
081 917 170.0 Ta 177.8 547 145,0 7m 11&1 M7 1700. 768 1074 947 117,7 787 819 917 105.7 736 827 947 1027 727 ®.B 847 55.1 713 59.1 M7 94.0 711 51.7 547 NA 711 ? ?
72 In 1768 818 1427 737 1132 849 121.8 771 87.0 840 1069 708 540. N8 $5.4 0.°6 78.6 049 66.7 685 87,9 M9. 821 876 6'69 M9' 75.3 689 NA 619 726 652 420. 649 724 651 a d�'
76111 1165 TO 12D.T 666 96.3 782 IOU 62 82.6 762 90.0 640 72,2 T62 110.9 629 642 762 742 ! 67.8 751 692 613 4&1 762 62.8 502 CA 762 59.9 697 30.1 754 590. 698 N ...i y t1 Z
75h 106.9 724 114.4 634 B9A M4 94,8 831 78.3 TM 67.0 6m 60.0 721 74,4 1189 a.S 726 88,1 581 574 724 871 663 NA 724 67,3 Wi a2 721 64.3 667 33.4 724 67.6 666 o Z J go In 69.6 547 71.8 403 58.0 141aig
40.7 50 62.9 456 43.5 543 47.1 488 J0.B 847 42.6 /52 74,8 513 395 446 29.0 643 31.0 438 24.8 M3 32.1 430 21.7 847 30.7 476 z Q M. Z 11 �
99111 670. 475 a.B 427 47.8 /0.9 478 472 412 35.6 478 38.6 4m 71.6 p8 MA 4m 2x7 178 320 595 278 110 i A
25.1 366 27.6 478 28.6 J80 179 178 242 776 N ID p O
1mI 40.3 371 41.1 341 73.5 20.0 377 30.0 330 25.2 377 xe.e 325 224 377 24.0 321 20.1 777 220 317 lap 377 19.0 310 14A 777 17.1 304111 h 37.1 35/ 37,0 227 30.0 26.5 357 27.0 313 233 357 24.4 3m 20.0 357 720. 305 1&6 357 20.1 301 75.4 367 17.4 294 N � X
12D293 700 29.6 279240. 21.0 308 21.7 270 18.7 108 152 287
I.
308 17.3 783 ® X y
1Nh 17.0 212 17.2 159 d 2
TABLE 613 ANCHOR CAPACITY ADJUSTMENT FORMULA: a q a
Anchor CB•N T•hk Ohs) ANCHOR CAP. ,,,,o, $
sut40ato:Z3.90.
278 O6rmmla Isk Cane. 14.1066 cmu RIM CMU FT m w (DPm)X( )=ANCHOR CAP_
918•Eco IN 83ELro 8118'Eloo 1/4"83B. 81007667 019 OW d128tao MULLION CAP.,.,..,., PRODUCT REVISED
Anchor type: o Citroen 114'Ekolmmawl 915 Eka lAtmcn 1!4'EIo tllmaon
A1lchor COp Pattem• uluo.en Ap9aGaM Uhecon AmreOffiar 8anw(06)Bamw(t1s7 E4mw(GS) USE THIS FORMULA TO OBTAIN THE ANCHOR a7complyingg wllh the Florida
Edo.astnm Ih72-171 1• 2-417 3-v5 r 2.12 1' 24&' r 3.1Ir r 0.48• am- 0,331• CAPACITY REQUIRED"CORRESPONDING 70 AN Bugling Cm
Embeoreltt On 134• 1-91' 13W r I-IM 1.114' 1.114• 1-IN t-114• 1.W r 1315 tam• lent ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630.01
MChom 04.75'MK 0.F lt3tendamar 0g tCBp(F10.M2k 390W 466 lb. 890 ma 1644 Ma 27D 914 28DIbs 354 19 T40[b. 374066 66465 s61b3 31116. N21m '660 m4 OPENING,WHEN R IS LOWER THAN THE MULLION Explrafion Date 05126/2021
4 Amham 0 225 Mta 0.0./Btandmd("O18s0 CUP ft.3F 7m tm 70o lbs 5801bs 1410 1b. 952106 WA 56010. WA ego Ma WA ew 1h WA 682 IDS US 1b, 11701 CAPACITY(FROM THE TABLE),OF THE SELECTED
8 Anchm91.lr MOL O.C.15%.1 d(wo%q aro ft 4): 98D Its MW ms WA WA N/A WA 76D m. WA WA NIA WA WA 1363 ms 1776 im Ei m. MULLION.IT WILL YIELD A MINIMUM ANCHOR gY
4Aaahom®B'Mtn,O.C./R)285 An91s Up 1(Flp.4 78011s. 780 The 880 ms 1580 and 1698 Ot. 610 me 600 ma WA 7600. 7481666 ON lb� 1892 ms 682 lbs 883166 1120 ms CAPACITY WHICH MAY BE USED TO QUALIFY
8m. 810
Miamr-0 a Pro Get Control
.- Ancmm®7•Mh.O.C./p)275 A%la Clips 1(Fq8•. 11 Im 11701m.66 102016. 2340 Vm 2844 810Iba 840 ma NIA 114a im 1122 me 1320 m5 2036 me 10221666 1327 mB tall w ADDITIONAL ANCHOR OPTIONS FROM THE
4 Amh-00.4r MI.O.0 I Da,Inm,l2r Aium.(Fla.70. WA WA WA WA WA WA WA NIA WA NIA WA WA WA 17 1430 ms' ANCHOR CAPACITY TABLE,
2 ArOom 0 225•Mh.O.CJ F-0O(Ra e): 7m bs 3m Bat 280166 TDS ms 4711 ms WA 211 ms WA 715 P. NIA 4401bs WA 341 Ib. N2 Oe 583•s
4Anchom 1.15•Mh.MCI F#G (RD.B 490 M6 700 M WA Nrq WA WA 3m im WA WA MA WA WA 662Ih 0951m I t20 p a
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A3 THE STANDARD CIDP. '-•1 1.000'
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE* FIGURE B: FIGURE B: 1)SFFP.E SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE
• • • • • • • • • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. LYNI/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .� •5','Z`....CEN,
• • • • • • • • • � 7.10 3F •`•,`L7`
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.1700' :�
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW �,; N0.68706
SUGGESTED,APPROXIMATE HOLE LOCATIONS.
FIGURES: FIGURE6: FIGURE]: - -
• • • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -F ED Y •: 6 /
• • • • IOCIII CONCRETE BLOCK UNIT(CMU)SHALL CONFORM 70 ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .126' :�,p••., ATE F. � <(/
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125"THICK STEEL F '•F[ORIOP.•'' 1$:
L TO BE AT LEAST.125'
ANGLE CLIP FIGURES 688 MUST BE USED IN PAIRS, SAND AM.ALL ANCHORS INT13E A MINIMUM O META SE 33 ALL �EXTEND ATHICK1T LEAST 3) EAD
SCREW THREADS STRUCTURAL BEYOND THE MATERIAL#10 NAL
8K
( ) 7JSs��
VX
X.125'
1 A.LS�(4NMILLL)�,P.E.
#12 ANCHORS INTO WOOD MAY BE STEEL,1M S.S.3.S.OR 410 S.S.
FL P.E.#68705
TABLE 7A
Mullion Capacity Table Ib6Rt) .��,
Opening Width(Ibrwrflce*spamhg mu6ons)or Opening Height(tor hod7Af0a"annllg muillon6) 5',
do In 601, 70 in 8044 911 In ICO In 12015 140 In IOWA
1%4x.376 Raetamwat I, FTdeng• Rodmv4w TraPliden0. Reatmgdw T.P1idsnB. Roetunou Tapp egg. Reemngulor "UnspMeng Rectanguur ir4Vnd4n0. Reafengular 77apRdm0. Reatergulw TmpMuffm. Redmoder TmprTdnB• V
Leading Lp. na Loadng Lmen Lmd�n9 l�d,g Lmdng Laedng Lmdng Loadn9 Lang L dm Lowing L-cling L dng Lea®ne Losdn9 Ladnp cY
be
AI&r _ Al _ v _ r _ r r P z _ _ r yr _ $r _ _ _ _ r_ _ S Eel
IF
NJ
42 In 170.0 620 INA 435 170.0 744 1170.0 478 1 170,0 BOB 170.0 608 770.0 992 170.0 519 170A 1116 170.0 521 170.0 1240 170.01 521 170.01 1468 1700 1 621 110.0 1730 1700 521 170.0 1983 170.0 627 ^ O N
"In 170.0 700 170.0 024 170.0 550 170.0 584 170.0 092 170.0 23a 170.0 1133 170.0 681 170.0 1276 170.0 677 1 170.0 1417 170.01 680 170.01 1700 170.01 We 170.0 1083 170.0 B80 1161,11 2024 170.0 880 uK5 =: � pj
50.025 In 170.0 747 170.0 683 170.0 895 170.0 831 170.0 1040 170.0 04 170.0 ilOB 170.0 723 170.0 1345 170.0 747 1 170.0 1494 170.0 758 170.0 1703 170.01 756 INA 1919 170.0 750 1366 1819 170.0 766
541n 170.0 797 1170.0 812 1Me 060 170.0 681 1704 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 16% 170.0 856 159.9 1780 170.0 861 137.1 1799 170.0 Ni 120.0 1789 170.0 061 w W CD !!J
UJ
601n 170.0 89a 170.0 701 170.0 1003 170.0 707 170.0 1240 170.0 078 770.0 1417 170.0 844 170.0 1584 170.0 998 155.5 1018 170.0 1033 120.8 1819 170.0 1063 111.0 1619 1700 1083 87.2 1610 170.0 1053 to
631n 170.0 030 1170.01 745 170.0 1118 170.0 630 170.0 1302 170.0 840 170.0 141111 170.0 1018 1663 1642 170.0 1016 141.0 1642 170.0 1122 117.5 1642 168.51 1158 1OC7 1542 167.2 1167 90.1 1542 107.0 1157 CS �
{, 681n 170.0 914 170.0 769 170,0 1189 170.0 003 170.0 1384 1700 1000 160.8 1472 170.0 10M 142.0 1472 INA ZB65
.5 1472 iS11.1 1130 107.1 1472 147,8 IWO 91,8 1477 140.0 1704 80.3 1472 148.0 1106 � Z fA 2 m U
m 721n 170.0 1083 170. .878 170,0 1278 170.0 1009. 150,0 1370 •166.2 1101 1320 1370 1499 1082 117.3 1320 /37.8 .8 IUD 128.5 1049 Bac 1320 117.0 1@4 75A 1320 112.0 1013 613.0 IWO 112.5 1012 2 W .Rpf Q
TB In 170.0 1122 170.0 W7 149.8 1184 159.4 1013 1262 1184 139.8 981 1122 1184 125.7 878 90.7 1181 718.3e 1184 107.5 95'2 74.e 1184 me 935 64.1 1184 911 827 66.1 It& 623 B25 � j y o D Z
Zi 78 In 160.1 1124 170.0 987 136A 1124 147.0 989 110.8 1124 12a.8 947 1036 1174 110.6 931 023 1124 107.00 1124 9sS 906 692 7724 09.0 890 69.3 1124 12.131o.0
.9 1124 832 W6 a e'•• r
~ Q N
90 in 100.1 B44 711,5 790 W.1 044 84.3 736 772 611 521 724 W.6 544 73.3 712 60.1 614 a06 0 814 07.1 693 45,0 BW 942 670 30.41 844 .9 844 0..7 662 Z
961n 09.1 742 013 63 742 742 77.2 652 63,8 742 072 641 55.7 742 0.8 831 49.5 742 54.1 6 742 428 814 37.1 742 43.6 600 31.5 742 .8 742 37,6 604 a Ln
F 40 OgZ 0 .Q
login 828 5B8 039 630 02.1 SOS 515 521 44,7 866 488 513 39.1 6a9 414 505 34.8 Bea 37.3 3 800 31.2 492 28.1 6% 29.8 481 ?2.3 688 0 5W 24.7 410 r. � •Cl r7
717 N 67A 656 586 60] 40.0 098 49.5 495 412 64S 420 4d7 30.0 6911 711.0 480 320 566 312 5 655 31,3 467 24.0 565 27.1 457 20.8 650 .0 559 22.4 442 ACID
46.5 475 46.4 433 38.0 476 380 428 326 478 317 420 2e.5 478 19.0 474 26.3 47a ze's 475 21.8 404 19.0 475 21.1 399 10.3 473 3 475 172 761 ` I`-
RE. X Q
2B.4 330 25.7 305 720 330 224 301 10,0 S10 18.3 207 16.5 330 77A 203 UY' Q Q
TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: T Z n 00
m0
Anchor Ce Table b11 €m m�
ANCHOR CAP„�,,,_ . e-3 �
8ubst.1c 2.7k comma 3.5k Cena. aN CMU Filed CMU PT Wood Mbul (DR-)X
(_ANCHOR _
=ANCHOR CAP.,,. °r
stiV Ell 114" SElm Oltr Bea 1!4`SSEbo •10st4N •126ten1 612s1ed MULLION CAP.,,,",,,°, PRODUCT REVISED
ArG!-trypr 3nr EIPe Uleacan 114`Elco Wuasm 37tr Fho UlrrzPm 1!4`Ell LC6acm tpg)Umw(W') ,crew(00) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Palbmc - tabeoon A9gatlotar tmmeon Aper°Oamr acn`° u9 Complying with the Florida
Edge Cgonm 847 V 2-177 t" 2-1r7 3.1/6" 11 2-V7 1" 2.1/7 r 3-IAr 2' 045" 0.54" 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Building Cod•
Emb.dnem 007 1-W 7y41 tall' law" Y 1.114" 1-04' 1-114" 1-1/4' 1-114" I-U41 2' 14V falx" .0.441 ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
-TA-.h..04.75 MIn.O.C./S!nn4nd W OMM CII (Fig.162): 99011- 380104 450 1b. 8901°4 1644 19' 210 U. 20.141 354164 7401- 374IG 66410. 9401- 3411°, 4421- 5 U OPENING,WHEN IT IS LOWER THAN THE MULLION Explmdon Date OW26/2021
4 Ar-h-02.V Mia O.C./SMod•d(w O6e0 CUP(Fig.3Z 79010. 700 g0. D00Ins 141016. 0521,4 WA 584 Ib. WA 030%3 WA gag 0- WA U2 Na BBS lbs 1120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED
BAnnhom®1.15'MIn O.C./6Nnd•d(or Oftel)Cop Pg.4j 9601- 14001Ins WA WA WA WA 760 ma WA WA NIA WA WA 1303Oa 1770 W 2x0 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4Arol=0 r Min.O.C./1217x5 angle(2hs l lFbl,fi7 700 b9 780 me BUG lbs 15601bs 1898 Ins W Ibn 580 bs WA 7601°. 748(ba BOB It. 780210. 69260. 8851°._ 1170 bs CAPACITY WHICH MAY BE USED TO QUALIFY Ntlam Product Contra
0Anchws to T Mia O.C.l 14915 Anda V.l(Fq.Bt 717010. 1170lbs I=In 9401ye 2 161 8100. 84010. WA 11401- 11276. 137011- 2078 ba 1mba 13U 1b, fees bb ADDITIONAL ANCHOR OPTIONS FROM THE
4 Archma 4130.05 MIM o.a.IU/2b,hto.1251 A1im.IFW.Tj WA WA WA WA WA WA WA WA WA WA NIA WA WA No 1410 e a ANCHOR CAPACITY TABLE.
2 A.Mm 41224 WL O.C/P-Cllp n.OT 350 lbs 340 fu 290 70S roa 476 Ou NIA 76008 WA 315 0s WA 410 0a W0. 5A.
442[be III6o 6n
4 Anchoo®1.15'Min.O.C!FOP(FU,Stl 48016. TOO U4 1 WA WA NU WA I 3a0 018 WA I WA NIA__l NIA I WA 1 682 roa I 865Its 1110 ro.
NOTE FORTHE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. ---j 1.062" f-- --j 1.0001 j- I
I
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
FIGURE I: FIGURE 2: FIGURES: FIGURE 4: FIGURES FIGURES: ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• • • • • • • • • :III
• • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE. ����k1 NY LYNN 1/1711
• • • • • • • • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE <\ 'k,7CENSF•.erg
SHEET'S 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.0001 4.000'
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7p; No.587Ds
FIGURE b: FIGURES: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND J
ATE p
• • a • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE � 7-
• • • •
PRESSURE-TREATED3-75ANDBMIYELLOW SOUTHERN PINE WITH AN SG OF OA MINIMUM
SHALL BE s r�.
606376 AND BEA MINIMUM OF.125'THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND,046° 376' 337('6' ��J`" •''F�a.....
25'THICK AND A36.ALLANCHORS
ANGLE CUP(FIGURE35&6)MUST BE USED IN PAIRS. INTO MTHICK(ETALSHALLSEXTENDATTLLEAST 3SCREWTHREADSTEEL to BEAT TSIBEYONDTHE MATERIAL#108#12 1`X4'X,375'-T 1'%4'X.376' f
ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. T-MULLION MULLION A LA�1'JN 114 ,RE
FL P.E.#58705 j
TABLE BA
Mullion Capacity Table[Ib&18) $
Opening Width(tarvarlica*,spanning nvAons)or Opening Height(forhodmda"penNtg m0ons) W
501n 601n 701n BON so In 10 In 120 in t101n 160 In
126"X Re WW- IhPTft q. Reetm9der, 11.1wi 0170• Rae.Vlar Tepllllagl. Rectan9dsr T-PTdons Realaty. T ill me,q. ReCen9dar TrepM.O. Rslenp84r TmPMT-g Rwkrald TapRdan9• ReaonBulOr TMymmx
Laedn9' Loam Lend' taedn9 Loedn9 ®n9 LoeL0adn9 L-&9 Lead 9 Lou&170 Lmdrg L0adn9 Lmdryl La ft9 Lnadln0 Lc.din9 Loa&n9 wav
6.185"x
.265"Alum r �_ 3i _ & _ A' _ _ Fg� r _ _ _ &� _ & z _ _ _ Ul
.
Tube Mug al 11 8 1 � c�
� � o ���
w
42 In 17.00 ego 1170.0 435 IM.0 744 170.0 478 170.0 668 170.0 SM 170.0 992 170.9 519 170.0 1116 170.0 621 170.0 1240 170.0 Sx 170.0 1488 170.0 521 1ro.o f73s 179.0 511 m1s 1768 170.0 521 -j _
y
481. 170.0 TOO 170.0 624 170.0 650 170.0 684 170.0 992 170.0 630 17MO 1133 170.0 861 170.0 1279 170.0 en 170.0 1417 170,0 850 154.8 1546 17.00 560 1327 1640 170.0 668 115,1 1648 170.0 680 q�q fn
50.1325 In 170.0 747 170.0 583 170.0 896 170.0 631 170.0 1019 170.0 684 170.0 1195 170.0 723 170.0 1345 110.0 747 187.0 1486 170.0 755 139.2 1468 170.0 768 119.3 14W 170.0 766 104.4 1468 170.0 740 rr jF
Z�73
54 in 170.0 797 170.0 612 170.0 968 170.0 681 170.0 1116 170.0 784 1740 1274 170.0 $03 ISM 1376 170.0 537 14aa 1376 170.0 858 1223 1376 170.0 861 104.8 1376 170.0 981 01.7 1578 170.0 891 a M N w
WN 170.0 683 170.0 701 170.0 1063 170.0 797 158.9 1155 170.0 .a7a 139.0, 1138 167.4 630 123,6 1168 1545 210 1112 1155 150.0 912 90.7 1158 144.9 908 79A 1168 144.0 NS 69.5 1158 144A 903 W tD LD
Wln 170.0 830 170.0 745 160.1 1051 170.0 MO 1372 1051 155.9 862 1751 1051 142.0 90 108.7 10.51 1321 837 98.1 1061 125.7 630 60.1 1051 119,5 822 988 1051 119.1 621 00.0 1051 119.1 821 rrt a ?
Win 167.1 857 170.0 789 139,3 957 151.6 905 119.4 857 130.0 790 104.4 957 121A 777 82.8 957 1120 767 83.6 957 108.0 759 69.9 957 100.0 760 997 557 08.9 748 52.2 057 869 748 ? Z -i gg� c 3
721n 128.7 504 1332 896 107.3 604 1152 664 91.9 804 101.3 Bit 809. 804 019. $60 71.5 804 64.1 630 94.4 BO4 78,8 613 53.8 804 723 683 469. 804 899. 629 402 804 68.5 62a w g 7 Q
78117 1099. 722 114.4 630 912 72J 872 616 7eZ 722 85.8 906 689. 7a Ja7 696 60,4 722 78! 688 44.7 722 659. OHO 15.8 722 68.9 670 39.1 T22 58.7 668 342 722 682 eB4 N a ;�Q Z
7SIn 1012 655 105A 600 61.4 686 69.6 OW 723 806 76.5 On 633 gas 743 466 682 BW 645 Sao 50.6 668 00.1 563 422 685 64,3 SO 382 668 51.4 537 31.6 665 50.7 836 aD
Soln 65.9 618 W.0 467 549. 518 87.5 4a9 47.1 S16 90.1 441 412 518 44.7 434 399. 515 446 420 33.0 618 37A 422 279. 515 33.1 413 23.5 815 30.8 407 20.8 515 29,1 404 ? 'Z x 17„1
Q ji co
9G In 643 453 13.5 404 453 453 47.1 397 398 481 41.0 681 33.0 453 36.4 365 302 453 33,0 379 272 468 30.4 374 22,8 453 28,8 368 199. 453 24.3 WO 17.0 453 72.9 368 0. �mf ac)�O
to61n W.1 29B 39.0 323 31.0 368 32.0 316 27.2 358 184 313 23.8 354 25.2 308 212 358 22.7 304 19.1 356 202 300 159. 368 10.0 223 "' d S
111 In M 1 330 MA 368 283 338 30.1 301 25.1 333 2&1 297 229. 339 232 10.1 18.8 336 20.0 169 17.8 334 18.1 263 ® p-' �(
420 h 27.8 290 203 204 232 200 23.0 260 19.0 290 209. 268 179. 207 185 263 15.4 290 IO.t 218 U N Q 3
144117 tat 101 tea 188 d .' Z�O N
TABLEBB ANCHOR CAPACITY ADJUSTMENT FORMULA: ��
AnchorC9 tl Table 14) ANCHOR CAP.,,,,".° v H ��
sdSiratm 27ccacltle 86r cafe. e0o0 amu FMWCMU Pwom mad (DP,�)X( =ANCHORCAP_
Sze,Elco 118 Ss 67c0416 Be0 1/e SS Eft. 01059ed 012stp1 #9 SIMI MULLION CAP."w,.r° PRODUCT REVISED
AnchorClip Patfems Anc0a 7YPe 9nd Elco u6ram ve Ek0Ul0acon 3'16•FJcoUOam ve Eico Ul}aco0 ®may (G5) p; (cs) USE THIS FORMULA TO OBTAIN THE"ANCHOR os comp IVInn 1197th the Plorldo
UOrson AggreGalor ULRcon A screw serer 0 scree Cod
F29e011.0m0 on7 1• 2-11r f• ave- s12 1• 2.vr I• 2.1/r r 3.12 r 0.a- a6e 03ze CAPACITY REQUIRED'CORRESPONDING TO AN Bullding e
EMeedner¢ 1314' I.We 1374' 144• r 1.114• 1-ve 1.114• 1-ve 1.114• 1.118 r iaw leis laden ACTUAL PRESSURE REQUIREMENT FOR THE NOA-4441. 17.0630.01
AncMrlQ476 Sort O.C.I91Wad coaxary 6igII 39oms senw3 un Im 1sa4 ea elm !14
1'a 3x me 7401m 374 lbs 6641 Me 9499.0 sottm 69 Seo ms OPENING,WHEN IT IS LOWER THAN THE MULLION BxpirclHon Date 0512612021
4Aana9®1.16 Nin O.G 191mmr0(a0Iee0 Ctp gig 23 480Im 7001m WA WA WA NIA 117 WA WA WA WA ISA W2an 8WOB 11211017 CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arcroa®sMm.oc.7 2c5An9IeC091/(Flgek 7801m 7806.0 9B0eu IBM 3t�1m SO c5 NA 7W1m 74B U. 0m ma imlin ss205 883 BE 1120 ms MULLION.IT WILLYIFIDAMINIMLIMANCHOR By
4Archn1®0.45•Mtn.O.C.IUC6p,Sdo.126'Alum(Fig 43 NIA WA WA WA WA N/A A NIA WA NA WA WA NM WA 14301m CAPACITY WHICH MAYBE USED TO QUALIFY Miam a r0 ue
_ IAnror�F4:a9959 a Im lm 195m1 27b1m 4451m. am m6 136 m6 ms rtr ws 370Im 187Im 3sxlm 473 ms Holm 221Im 290 ms ADDITIONAL ANCHOR OPTIONS FROM THE
2Ancmr3 W 1.16 Mln O.CJ F-01 (IRS Gr 240 ere 350817 WA WA WA NIA tm917 NIA WA NA WA NA 941®5 4421m f1701Ds ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
I
FIGURE I: FIGURE 2: TABLE NOTES ~1250'-moi _ 1
• • • • 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. `t 1 t 1 t 1 1 1 l 1711
_ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `���J/O•-......•,• �ii�
FIGURES: 3.180°
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS *;• No,68705
BE USEDSHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,255• _ •:
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -- '
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL ��Q AM FI�; !(7��
FIGURE 4: FIGURE 6: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ''�
• 8063-T6 AND BE A MINIMUM OF.125°THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND FOR.....
045
•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125 (1-174'VF MULLLIOON)N) 7 THICK AND A36.ALL 1.25•(13.188•X 2fi• �S/�NAL ,1`
0 '
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 71j1111 tt� f
• #1013#12 ANCHORS INTO WOOD MAY BE STEEL,18-88,&OR 410 S.S. A.LYNN MILLER,P.E.
•
FL P.E.#88705 �
TABLE 9A $
MuOion Capacity Table,lose
OpunIn0 Width(forverdCalb 4panning InUDons)orOpening Haight(for hodxonlaiiy6pgnalllg MU[Ions)
don sola 7013 Bob 1 00b tool. 12011 74010 lea
1.28x0.15 Rs.14nguler ToprSbra Reofmnohr TrWri1mg. Roct. Waf 71sprdm. R11111ufer Tre".Q. RWWoUbr TRpTdmg. NolsnguW Tftrm- Roolan0clar TMWTdmg. RwlmOo. ThAPm1m0 R4chnguisr Inprrdmy
X.104 Lasd63 L.111L.1h. Wool L-dk, I.&, t-Sv .�$L.B tg Ladag L-av L.... Lon4W L0,000-ftL.4b, ��1c L.adln0 la4dhg Lft
AIuT.Tube Thh
� ' �� � � � �� 1 � 0 �� � �81oh1 h 1111 1 1 111 111 11 1111 1 1 H I I z 1A
42b IMO 810 170.0 AM 170.0 744 1710 478 f7a.0 BBs 170.0 805 frac 88'1 178o sis 17W Itio 1780 611 ins ilia IIOA 521 127,7 ma 1740 621 toss ifia i70.0 521 gab tits 1780 621 � O _
dm t0 170.0 708 170.0 624 170.0 esa 110.0 6M 167.8 67e 710,0 830 1187 878 ne9 daf 130.1 87e 170.0 877 117,3 078 1704 880 97.9 ,978 170.0 08s as,$ Bis _170.0 an 780 078 170.0 Sao -i-1
60226h 5780 747 1780 663 17MO 838 170.0 831 150.7 827 110.0 864 13LJ 827 loss 7d8 SITS 927 150.1 Big 100.8 927 IS" 696 67,0 921 15843 896 70.4 027 1d69 SOS as 927 150.9 985
64b 170.0 7B7 170.0 812 IFAS $89 170.0 So! Ina 869 153.8 eat 1160 989 141.9 869 103.0 ass 134.0 600 027 869 128.0 654 77,3 ISO 120A 632 0812 Res 128.0 852 8X9 888 1286 862 � w G
BDA 113.1 748 167.0 034 1184 740 1523 620 102.3 748 157.6 500 89,11 748 10X8 589 '70.8 746 101.0 692 71.6 748 00.0 587 5a? 748 03.3 603 di.2 N8 03,3 Sea 44.0 740. 93.3 663 -+y fly
63 It 123.7 I'877 I 132A 870 101.1 877 t131 888 08.4 677 100.4 898 77.3 677 WA 60 a8.? 877 85.1 638 61.8 877 SLD 631 51.0 671 TLD 520 41.2 al 70.7 no 30.1 617 7847 $20 10
Ob 107.0 617 114.1 630 on.? S17 07,5 619 79.0 Ht7 gas WS 67.3 817 78.3 800 80.6 Bf7 726 194 50.8 817 687 AIR 44.0 611 04A 483 38A 817 63.7 482 3aa 017 83,7 482
U z d
71A 61.9 $18 87.1 460 881 516 74.1 140 d91 816 86.2 432 8tA 816 58.8 426 4ai sta 0.42 418 !i.! Sfa 587 414 34.0. 618 doe 408 IIB.6 its 15.4 405 166 818 4
80. 165 Z z
7851 70.5 465 ?&1 408 687 466 028 358 60.3 488 .840 'JDO 44.1 405 49A 384 381 466- 45.3 ITS 35,2 ASS 412 374 2B4 486 gas 387 25,g 105 386 304 no Ads 382 363
78 t1 0.2 441 060 357 5A3 441 87.7 378 488 44t BOB 872 A0.8 441 46A S8a 381 441 4I.6 $80 92a 441 387 3684 27.2 441 34.8 349 23.3 !di 33.1 348 204 441 327 348 �a4., Z
10h 42.4 331 43.5 245 35A 032 847.0 089 30.3 332 323 204 185 332 20.6 280 23.0 332 28.1 270. 21.1 332 14.1 272 17.7 392 21,3 180 10.1 981 118 262 1aJ 0.32 1847 280 j Q +•'- z
tOh 35.0 281 Sag 1B0 29,/ 2B1 30.3 168 15A 201 Rao 261 11.9 2B1 AS 146 t0A 291 21.3 248 IT.$ 281 19.5 241 Ms IIaf 17.1 230 11.8 IN 15.4 232
100(0 24.6 230 Rat 208 1a6 130 11.1 1� 17.3 230 M3 201 NA 230 181 tie
11th 21.6 270 gal 107 ie9 218 18A iB1 101 118 1848 181 11.1 118 UA 186 N N Sp 0
120 to 17.8 167 sax 174 tA0 187 las f87 r g
® a� x r
TABLE 98
Anchor Comb Table b3 ANCHO R CAPACITY ADJUSTMENT FORMULA.
BUWtrna: 27k canomt6 3.51 Can..I 1406eW cmu Road CM.0 I PT WOW Math (fin R CpP.,,�,,,,,,,}
AMtuni}ys: VW Eft Uftm v4'ebsummm m,DO° 9I18'FJo Lbwm f/4°Etont2bmm vTesl9w Y18"Ebo 1/a•WFJoo 4106384) 01281061 91261.4 {Oda)X`M �ANCHORGAP.,m, PRODUCT REVISED
Anchor COp Panama 18504. AvomCWm Utmut Aggmtlalw Sew(05)eewr(r35) Sam?(G3) USE THIS FORMULA TO OBTAIN TFIE°ANCHOR as t:omplC E IS Florida
Espy omisn4e nk r 2-Nr r 2•tlr 3,118" 1' 2-ur 1' 2.12" r 3-171r r 0.48• O.dP 0,924• CAPACITY REQUIRED'CORRESPONDING TO AN BuUding Coro
Emledmml to 134• 4-314' 134" I-WC 2• FNM I-N4• 1414• t-itN t-ltd^ 1-iH• r 1.1re' 1Sra• wdsa ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. '17-
2A.*.. 0030,Q4
04.75. 180.FISImtlud4rOAsolC3pIFp,17 39012. Sea ma 4602. 800130 Mlb, 2�" a xoom. 3541b4 w 37 m. b6 No 103 341 b0 442 IDS seam. OPENING,WH EN IT IS LOWER THAN THE MULLION Err Irationbate 5126!2021
4 A0ohms@1.14 Mtn.0.411UW,4rd(o Oft,,0 Mpffb,23 480130 787 bs WA 7vA ISO ms wA NIA WA A WA 682lbs IOU b0 1120013 CAPACITY(FROM THE TABLE}OF THE SECECTEOp4 Ah-03"7411 O,O.1Q)NFOA*b Clbs 109.Jk 780130 780 bt SOD Ibs 1880113 s sm IDs WA 700 ms 7ABiba mica 1802 b. gas bs anIbs 11202. MULLION.I(FROMT WILL TELD BLE)OFTMINIMUM ANCHOR py3Amh00.54'Mot 0.0.IU Ydo.f00'AW.e.fflp.4k WA WA WA WA WA WA NIA WA !A WA WA WA 9500. GAPAGTY WHICH MAY BE USED TO QUALIFY Mlaml-0 Aro uet nro7
i Airotmrl FA2i yflp,ftk 260bs 350bs 22s ros dms ro /4616. /771w 7o iba talma 332 b0 47313. trams 2x510. 200 an ADDITIONAL ANCHOR OPTIONS FR1An.hon 1.14Min.O.C/Fd ffM,Bk Oma 350 bs WA N/A iW las WA NIA WA wA WA 917 bs N21bs 560 ba ANCHOR CAPACITY TABLE.
SABLE NOTES:
ftGURE 1: FIGURE 2: +-1.260° 1.250°
• • • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
• • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, 14 t i I i 4 7 7
FIGURE 3: 3)MULLION AND MULLION CLiPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEEflNY..,N,N i�rr
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.250" 3'260' ;_.1 't,ICBNgF 41C/_��
ANGLE SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
r • • • CLIP MUST SHOWN ON SHEY
USED
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND *; N0.58705
(N GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•80,WOOD SHALT _
FIGURE 4: FIGURE 6: 'FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF OSS.ALUMINUM SHALL BE .. •'
41063-T6 AND SEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 0z
• • 046"THICK(18 GAUGE)STRUCTURAL STEEL TO BE AT LEAST,126•THICK AND A3&ALLANCHO100, '. �
• • N10&N12 ANCHORS INTO NTO METAL WOOD EXTAY BE STD AT T EEELT 8.8CSREW.S,OR 4 005.5.BEYOND THE MATERIAL 1.26'X3.25'X.100"
FOR 0 1 2MULLI�OR S- 'rr��NAI.� �`�``
• FIELD-MULLED UNITS FACTORY-MULLED UNITS A,AMIUW,tP,E
FL P.E.#68705
TABLE 10A of
Mullion Cepadly Table ba1111)
Opanln0 Wdth(farvetically-3pamtng mt.Cors)orOpening Halghl(brhodmldefly6peftft mdkns) D!d
W N 601n 701n s0 N W in too In 120 In 1401n 1601, g!
1281326 Raetmi9dar VWD!ag. R.UncWar D pftng. R4eNngutar Tn7Jrdm1. Roetaigular Tnprrdang. Racurgular Tmpmlm0. Rotfandar TupRdm9• 1ladmgular Tnprrdmg. R.I.Sul., T. ng. Re4uryldn Trop/Irlarg.
1.624 L0ad0p Landig Loadn9 Loadng L4aENg L42dNp Loading Loadng Loading Laodtri9 L2adm9 Loading La1&q load'mg Luding L-&g 44dN9 Laadin9 sZr
Altim.Tube .9 IF, �' �'.. s !a $ �9- � 19 �' � '6 .9 f �' E € k'„ 4 €: e �'.. �' �' � �' f
Mul2on ��. F�. � & �€ 4ffi. ergs �a 9s§ &€ Ir em� N
U V V Uo U U V U V V U U
co
42 in 170.0 020 1 170.0 475 170.0 744 170,0 178 170.0 868 112.0 608 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 1710 621 170.0 1489 170.0 521 170.0 I]36 170.0 621 170.0 ISM 170.0 621 N J T
"In Ima 106 IT0.0 624 170.0 Me 1700 6W 170.0 092 170.0 630 170.6 1137 170.0 661 170.0 1214 170.0 677 110.0 1417 170.0 BED 170.0 1700 170.0 6p 16B.7 1979 170.0 680 140.6 1972 172.0 680 t�t N
6ai25N 170.0 747 170.01 687 170.0 098 170.0 691 174.0 1046 170.0 614 110.0 1195 170.0 719 170.0 1313 170.0 717 1700 7494 170.0 748 170.8 7793 1760 750 L526 187/ 170.0 756 133.6 1871 170.0 755 = 0 2
611, 170.0 797 110.0.1 812 110.0 956 170.0 681 170.0 trig 170,01 764 170.0 1276 170.0 803 1700 1434 170.0 097 170.0 15M 170.0 866 169A 1769 17.-0 067 131.1 1769 170.0 861 117.8 1768 170.0. 061 0 m 7vg7 r0
801, 110.0 gAfi 170.0 701 170.0 1063 170.0 791 170.0 1240 170.0 gig 170.0 t417 110.0 eql 161.1 1611 170.0 988 1460 1511 110.0 1093 120,8 1511 170.0 IBM 1026 1511 110.0 1D43 00.0 1611 170.0 1063 1 fA p3 al
{{{ 63 to 170.0 090 170.0 746 170.0 1118 170.0 060 170.0 1102 170.0 010 1566 1710 170,0 1016 1381 1170 170.0 1070 1263 1370 164.0 1082 124.1 1378 166.9 1074 89.6 1370 1553 18
1070 .1 1770 165.7 1070 d
661, 170.0 974 170.0 T89 170.0 1169 170.0 903 165.6 1248 170.0 INS 1362 1248 168.8 1013 121.1 1248 147.1 1000 101.8 1248 139.0 239 DOA 1248 130.4 973 17.8 INS 128.0 975 68.1 1240 129.0 976 Z
721n 167.8 1W8 170.0 078 129.9 1049 1 150.4 1 092 118.9 1049 1321 ITS 104.9 1049 119.1 860 132 1619 109.7 1 848 OLD 1049 1027 032 89.9 1049 943 US 39.9 1019 91.2 US 62A 1048 91.1 820 W J U
g IS In 142.7 941 149.1 827 1189 941 128.6 606 101.9 941 1177 701 892 941 100.0 777 79.3 9S1 91.7 768 71.1 941 06.6 767 69.6 B/1 77.9 711 61.0 94174.0 Til 11.8 Wt 74.9 736 .�7 J Z
0 Iain 132.01 094 1 137A 783 110.0 894 110.9 787 1 94,3 994 1024 759 02.6 894 91.8 1 740 1 73.3 994 04.1 730 08.0 894 783 721 1 65.0 097 72.7 707 17.1 094 671 701 41.3 501 60.1 1 698 j `b0. � r'
se In 85.9 671 18.7 690 71.6 671 74.9 685 GIA 671 06.7 575 63.7 671 60.7 ON 47.7 611 cq
620 660 43,6 671 489 661 36.0 871 47,1 639 JO.T 071 39.7 531 20.0 671 97.9 6Y6 z cD N
DB In 7.0 690L72.0 627 59.0 690 SIA 510 SOA 690 670 608 dd.3 680 41.6 602 393 690 430 4W 35,1 59D 391 418 20.6 690 941 477 263 696 319 469 22.1 690 29.8 461 41091n 49.T 488 421 41A 466 /2A 411 35,5 496 97.1 400 31.1 dBA 328 402 Y7.fi 466 207 306 24,8 468 21.1 311 20.7 466 23.6 302 170 166 21.2 376 165 400 19.6 370 0- jIng +:O
1111, /S.B M1 400 351 441 393 997 31.7 441 91,1 ]87 29.5 441 ]0.1 361 761 111 271 376 ZED 441 249 312 19.1 141 21.6 361 18A 411 19.3 356 A.3 Mt 110 351 C41201. ]0.3 978 344 30.2 370 91.0 379 26.9 379 28.8 991 72.7 370 2J.7 339 20.1 370 21.J 326 16,1 370 193 321 111.1 370 18.7 311 x202 702 17.5 261 170 299 16.0 Y62 16.7 290 V Q O O
TABLE 100 AnehorCep6Ub Table0b3) ANCHOR CAPACITY ADJUSTMENT FORMULA:
substrate 276 C=Mtd 0.62 cont. H04OW Fined 14414 wood Meta (O m)X/ANCHOR I•""'^^')-ANCHOR CAP,,,, 7� A
918 eco 1/4•ss Bea 5/16^FJto 1/P 58 Qco tl106tesl W191m1 r/lzslct MUWON CAP,, PRODUCT REVISED
Anchor Typa 9/16•ENO Uloean Vrf3catltmcon Ultraron SIB Blo Lham 114^a18Ulimeon Aggre0a0r a2mcm AggmOaor ScreM(m)9cr2SIMI 042 led
AnchcrCIIP Patmma USE THIS FORMULA TO OBTAIN THE"ANCHOR as complltlng with the Florida
Ed96g3tar4e t• 2-VT 1^ 2-Or 3.11. 1• 2-v2' 11 2.112 r 34/C r D.Oa• 115C 0.374^ CAPACITY REQUIRED'CORRESPONDING TO AN Buliding e
Emtlemerd lift Ia1• I-Y4' 10.4• ia4 Y 1.174• 1-0/4 1-V4' 1N4' 114W 1414• 2 1-318• tae^ vatm ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630.01
2MMMM 434.78 Min.O.C./6..hrtl74daroffw cop g.1 BOObe s9o21s 4970,2 goo Db 1644 ro! 210 b! 280 im 9S!Ms 710m 374 bs 66161! 948 ms 341 b! 4QUo 6so Os OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Dato 6/26/2021
4A Mp�O.G lstat0af4(aa6eq CAO 010.1F 460 1b, 700 Ms WA ICA NIA NTA Sao Ds WA WA WA WA WA 682ms usft 1120 gs CAPACITY(FROM THE TABLE)OF THE SELECTED
4AMDM@ 3'Mm,0,C.1(42!6 Aran CUPS/0�1%B) 78009 7802s 680109 16W b5 1896 Ms 640 b! 660;0! WA 760 RD 743 bs 680 We 1892 Be 692ro! MRS I=So MULLION.IT WILL YIELD A MINIMUM ANCHOR By
3Arc0ors®0.54'Mgt O.c.f U421p,mM.100'Num g.4 N/A WA NA WA WA NIA WA NIA N/ WA WA WA F1W WA 950 A CAPACITY WHICH MAY BE USED TO QUALIFY Miami-0a ro u Centro
to LI-21: .M. W5 lbs 105 Ms 225 IM 146 ms an D.
19652 oohs 177Ibs 370Im 1Brb9 Mage 473Qn 172ro! RlM3 M126 ADDITIONAL ANCHOR OPTIONS FROM THE
2Mehon 1.1®MIn O.Cl F4;Ap 240nt 35DZn WA WA N/A NIA 19)50. WA WA WA WA WA 341 ro! 440.Id 660 b3 ANCHOR CAPACITYTABL6
FIGURE 1: FIGURE2: TABLE NOTES: 1.260--11.250'
ff::1
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11(1111111)/1
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE-FOR MGT DIMENSION SEE �`
ANGLE SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS x3.250' `�Ptl:• �ICEN3�c
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, '•P'%
CLIP MUST ;� No,60709
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 "� Q•
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE4` 4' J�^•+'• j�
FIGURE4: FIGURE 5: FIGURE 6: 6063-T5ANDBSA MINIMUM OF,100'THICKSTEEL STUDS TO BEA MINIMUM GRADE 33 AND �0.P•••- STA 0 4[/`
• • .045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST•126'THICK AND A36,ALLANCHORS INTO %4C51' F��R6DP`.••'G\�
• #0 ANCHORSTAL SHALL INTO WOOEXTEND
MAYBE STEEL,IB-6 S S.OR 4T 3 SCREW 810 S.S.BEYOND THE MATERIAL 1Z MULLION FOR 4• 12MULLION ORA• ��]�10NAL E�����
• FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN MILLER,P.E.
FL P.E.4 66705
TABLE 11A
-Mt7llbn Ct neltyTYhlo pbalRl)
Openhlg Wdth Mr 19rticaly-apaWng md5urs)crOpenhl0 Height(lm hoilzortaWspenWi;mul5o7s) V+
6010 601. 70N SON win 1001. I In io 160b 1601,
1252394 Raeh.8Wa7 rr�Ifdanp. RdMnplar Tr.p/Tdan9. Rod gul. T.pTIP. Ra4n�uler Topr7dln0 Racnn9d.r Tr.p/M.og. Keaan9umr Trep?danp. Rxt 016 TnpTdlrg. RnewnBuWr Trapmlanp. RleGngdar Tnp1IFIm9.
x.624 Loldiop L..fts L.&g Loadn9 L"dN9 L..Cag L.adlnp Lotdlnl Lmdiig LOWIne Loadn9 L4adNp LnadBq lolding l.adB�g Laadtq Loading Lomllnp
.ban.TUhe " i
in
�o �a •a£8S £
Nultion
. eOr
hsa � �
z
421. 170A UO 170.0 435 1170.0 744 17U 478 170.0 060 170.0 506 170.0 691 1170.01 $19 170.0 1116 1170.01 621 170.0 U40 110.0 621 1R0 14U 170.0 621 1701 1736 1TO.0 621 1170.0 1989 170-01 821 1 O
4810 170.0 Toe t70.0 624 1740 650 170.0 664 170.0 932 170.0 630 170.0 1139 1701 661 170.0 1276 170.0 877 170.0 1417 1 170.0 680 1710 1700 170.0 WO 170.0 1969 170.0 600 170.0 2267 170.0 Ho J to
SOME h 170,0 TO 170,0 663 170.0 036 1760 631 178.0 lea 170,0 624 170.0 1105 170.0 723 170.0 1346 1701 747 170.0 1494 1 170.0 ree 170.0 ITO 170.0 190 170.0 2092 170.0 766 170.0 2391 170.0 768 � � LL� Z
6111 170.0 707 1170o 612170.0 958 170A 691 170.0 1116 1701 764 170.0 7276I170.00 003 170.0 1434 170.0 037 170.0 1694 170.0 056 170.0 1913 170.0 861 170.0 2231 170.0 601 1601 2403 170.0 861 12 W O CO
6011 170.0 BAS 1701 701 170.0 1069 17.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 17x0 698 170.0 1771 170.0 1433 170.0 2125 170.0 NO 148.3 2193 170.0 1063 129.6 2163 170.0 IBM 7 8 M w
631. 170.01 030 1170.0 745 170.0 11161 170.0 I B60170.0 1301 170.0 360 170.0 1456 170.D 1016 170.0 1679 1710 •1076 170.0 1869 1701 1122 150.9 2060 170.0 1169 13U 270 17.0 1171 1117 2060 170.01171 ~� W
m 661. 170.01 974 I 17.0 109 110.0 1163 1701 1 903 17.0 1986 110.01 1032 170.0 1658 170.0 1086 170.0 1789 170.0 1165 170.0 1940 170.0 1$10 143.0 1866 17.0 1276 1226 1956 171 1280 tOi2 1966 170.0 1286 = U D.
j 7021. 170.0 1063 17.0 878 77,0 1276 170.0 1109 17.0 1/68 170.0 1126 170.0 1700 170.0 7228 156.1 1731 17a, t3 !38.7 17M 1868 1388 1156 1734 IE6,1 1384 99.1 1734 160.4 1362 06.7 1734 1607 1962 �f ? J o U
7061. 17.0 1122 17.0 .437 170.0 1918 170.0 1080 1683 16E8 170.0 1209 147A 1688 1062 1285 131.1 1558 161,6 1266 1171 1556 141.9 1ffi1 983 15� 128,9 1229 842 1556 1229 1218 73.7 1656 1211 1118 j
_QJ Z
7811 170.0 1161 17.0 967 170.0 1381 170.0 1116 165.8 1471 1899 1245 136A 1477 167.0 1221 121.2 14rT 1391 J121
U77 129.5 1191 90.3 1477 116.0 1160 Ti9 1477 110.8 1186 68.2 1677 1093 1161 90 1n 1620 1110 1485 905 118A 1110 1219 860 101.6 1110 1015 951 88.8 1110 963 936 70.9 1110 W.6 1110 80.7 010 599 1110 11.7 891 60.7 1110 681. 678 41A 1110 fiL7 170 P3 1ZZ" Q N
8611 117.0 976 1203 072 07.5 076 1015 858 83.5 970 50] 842 732 176 78.6 129 66.0 076 719 915 66.4 007 48.8 975 67A 769 119 976 61] JT8 965 976 403 767 Z m
1001. 822 771 64.0 ME 61,6 771 70.7 615 66.7 771 613 674 61A 771 64.3 664 45.7 771 41.0 771 44.0 847 343 771 3.8 632 29A 771 35.0 MI 26.7 771 32.4 512 CL a m-
1111. 71.7 70 7073 601 011 70 65.0 860 64.1 730 683 640 n] 790 498 631 421 n0 45.0 730 41.131. 730 36.0 NO 270 730 319 699 23] no 295 68169.7 627 61A 660 49.8 624 612 660 42.8 874 4l] E52 973 521 90.2 644 33.3 624 3i,9- 624 922 631 2S0 624 27.7 619 2tA 624 215 619 18J 626 223 601 Q' X144In 371 133 35.1 400 28.9 433 29A 395 24,8 433 25A 390 21.7 431 224 ME tU 139. 20.0 433 181 976 F ¢ tttJJJ�� 3
TABLE 118 ANCHOR CAPACITY ADJUSTMENT FORMULA: R aZ A
AnchorCapa9lty Table 1t7a)
swoa7e .78COrcra4 9eacmc. ( H400WCMU F9kAGAu PTwom Naa (ppw)X/ANC HORCAP.,e,,,..�_ANCHORCAP„o ma
W1VEco VeSSEaO WIVE,. vrseem Y1061ed 012StOd M12s1M1 MULLIONCAP,,.,a",., PRODUCT REVISED
Anchor COp Patterns R�T)'p° a1V ECO unrxm yr Et:.62111,0. UM.. 716.O,O utrxm iM Fxoullac.n A99WE'er uroazm AgWeWor Bcr411(05)3C (G6) sn146(136) 629E TH18 FORMULA TO OBTAIN THE'ANCHOR es eomplyy(Ing with tho Florld4l
E itdmrce
I. 24/2 t' 2-112* S-1/8' r 2• 2•
2.117 1• 2-p . 31• z 1D,40• 0.54• 0.92r CAPACITY REQUIRED'CORRESPONDING TO AN BwldlnBCor�o
FMkdnmt 1,V4' I-we i
I-we 1-w 2' 1-114• 1-ve +-114• 1-Ile 1414• 1-vr z 176• laic 4ab ACTUAL PRESSURE REQUIREMENT FOR THE - NDA-No. 17.0630.01
2 AMIpn Dia MIR QC./StaraaO Or Orttel 617 390019 991/a 460160 E001m 1844605ft
60 Ye 354153- 740160 974160 667 bs 816160 1606 442160 X0101 OPENING,WHEN ITIS LOWER THAN THE MULLION Fxplratlon Date 05126/2021
4 A7chm Q 1.17 MI,O.G/StaMM(7 00.5e1)C0p 21 490109 700I N1A WA N1A 60 8. NIA WA Nu WA WA 6B11o6 1,85119 112D Im CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arc6a1®TMIn O.RI M 245ArQ*Cops J ft 4 760 ms 760 lm moo ms 1960160 108610960 R6 NIA 760160 748605 Bm hm IBM 802165 8651- neolts MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4ArcMa 0,56•Mln.0.C.IUL�1,hn0.107 AIUnL B WA WA NIA WA N/A WA NM WA NIA WA WA WA WA 1267160 CAPACITY WHICH MAY BE USED TO QUALIFY Mlem- Proue on rolAmrwi F•Mpog.5l 195 MS 195 pa 2101Ds Ods N1 BM tat 03. 177 D4 3701 167608 3910. 4738. 170IDs 227106 Z60Ib ADD ITIONAL ANCHOR OPTIONS FROM THE
2MtG;'CI1BN9.O.CJF 7. 2400. 350 M5 NIA WA NIA 0®1 NIA WA ANCHORCAPACRY•TABLE.
Z4�
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.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE tl` Y LYN 1j'
40N.....N,yj'
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 31,10ENS- �, i
ANGLE Qa✓• F •�(�
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 ••1
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
FIGURE 4: FIGURES: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ��
8063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND � 4" �D,n•••. ATE �/
.045-T14ICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND AM ALL �i�CCSt•••R,<OR(OP ����
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL �C��9G�`�
• #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR410 S.S. 129 X 3.94•X.624• AtA/0)N(y y1(>�rc,P.E.
MUWON FL P.E.#68705
TABLE12A
Mulffan Capacity Tablo ObW)
Cp*nM]fnm th(forwiflcWspwa mjucm)orOP0f0n9 ght(forhollZm1a malum)
80M 00 In 701, Soh AD in 100M 120 in Us h Us In
r.c%A7d. TtqgTdwZ VqMwV' swDuph, TinwiRw --Ww Tmmivs -i�v-www T RectmVIar 1lqVDW4
2x4x.25 L-&V Lwdng Lowing L-19.0 Loaft La.,ft L--dn L"dftg Loaft Loching Ldng LoDftg L-ft U*ft Loaft Laodrg ua*0 L.W119
AUM TUbe
Muloon
a,
CN
rn
i L)
428, ITOA 620 170.6 435 17D8 1" 17110 478 170.0 as$ IT&D SM 170.0 I92 171101 519 1170.0 ilia 170.0 921 170.0 1240 Ina 62l 170.0 1450i�1704 SI) 170,0 1736 170.0 521 170.0 IOU 170.01$21 g z
48 In 170.0T08 IM- 52-4 170.0 We 1170.0 584 170.0 992 IMO 630 Ina I -
133 00�0 1 481 1 IMU 1276 IMG 97 170.0 t4II 17MO $30,'170.0 17M VEs-M 171LO tM 1704 850 170,0 2387 ime sw w
Uj
50e241. 1704, 747_170.0 SM 170A 8% 17110 631 170.01100.170.0 am 170.0 1195 170.01 793 170.0-1346 VMDA• 747 1711.0 1494 IMO 750 170.0 1793 170.0 no 170.0 2062 17U 750 1
84117 170.01 M 00.0 612 170.0 956 IMO 691 170,011116-IM-0 M 1711,0 1276 170.0 SM 170.0 Y434 170.0 837 170.0 1894 170.0 age 170.0 1913 IT0.0 get W 2111 IMC Ila
- - - - 179.0 2231 ITD.0 eel IT0.0 2w Tn-a -ml L9 W00 1. 1710 M 170.0 701 17D.0 1003 170.0 797 1704 1240 170.0 075 170,0 1417 170.0 a" 1740 iW4 ins age ITO.0 1771 IMO 1933 170.0 2125 170,0 IM 170x 2479 Ina 10-93 isaa 2480 i'mc im
63 In IT" 930 170.0 745 VO-D 1110 170,0 550 170.4 130 170.0 M 170.9 140 170.0 1015 170.0 IM 170.0 IM IMI, 165e 170.0 1122 17MO ZMI M.0 lisp 108.7 2553 170.0
1111 1119 21" 170.0 1171 CD
66M 170.0 974 170.0 M 170.0 lids 170.0 SM I70.0 1304 INA 1002 170.0 1%5 IT0.0 Isas Ina t763 170.0 1165 170.0 1948 MO 1210 tTCD 23M 170.0 1270 t5L4 2437 170.0 12W =9 2437 1740 1966 z
721. 170L0 IOM 170,0 078 17MO,0 1 12078 11740 100 170.0 14W 170.0 1126 Imo 1700 1 Ima Im 1740 1913 Imo 1315 I70.0 ms IMO 1307 Wt 2184 Imo Ina 124,8 2104 170.0 102 IftZ 2184 I= 16N
V. 170.0 It= 170.0 937 170.01 IUS I IMQ IM 170,0 IM 170.0 1209 170.0 1704 1170-0 I= 165.1 IM IMO 14Z 16 -
148.9 1960 In.0 IM IM.8 1960 181�0 Id48 106.1 IM 154�O IM SZO IM ISZ7 1531 Wit 0
ISM 170.0 1161 17ILD 170.0 13"81 10
last 139.4 1468185.9 leal IV's
in,o ills imo tell I= I= IMO 10421170.0 I31ag ISZ7 test I= 1474 137A IMI Mi, I= IiC6 1851 147.3 14M W2 z
53117 170.0 Iws 170.0 1144 1493 1398 IMO 1210 1278 13901134,11 ties 111.8 1398 121.31 1179 90A 1398 JID21 1102 M8 1398 IDIA 1147 '74,5 IMB 89,8 1-122- 63.9 1200 azy ties s" I= 700 IM
;Iil$ 1098 122.0 1229 127.01 Im 1053 z
1229 1112 101 qzj�:L22V mg 1044 at. 1229 .7 M4 1018 ELI 1229
1229 GiA iZ20 722 293 649 m w 1229 $211 so?
11
68' I___ 071 9 a" 813 ul 582 74.0 all III 649 6447 971
an bu 971 -514 071 W.5 sit; 1 071 490 M 370 oil 4U) M X4 071 40.8 M to 1q Q
as
2 12
QW5 L - C,
-In
1 �-4 E91.1 Big 68.1 ato 01
79.5 919 al.0 70.0 we -sor Z9 704 610 919 $0.7 1 784 47.7 Dia he 774 39.7 019. 44.8 IN 34.1 al! t:
121 In I Tie Gig M 84.5 705 63.1 76-8 w 693 472 70 OA 41.9 a 44.4 677 37.7 M ±5 eas 31.5 7 it X
14411 604 XA W 370 Z87 7-2--iig- SO 12&2 24.3 MA 17. 165 648 172 4.11 ffif" 40 x
TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: tV E 0
ub2 An horCounchtt Table MID) (ANCHOR_ oo IWL g�
FAmd Pp-)X MULLION ANCHOR CAP
Z7k CcrCfft aftcorr- H010W QMU FMCNU PTWOW
Anthw Tyle 31WEICOUIVacen wmcoulmcm
11170.61"'
Anch.rCtIpPattattlo uff-m V4.DCOURM_ 114*as Old 5016'fto
AgPGUW UNUM yr
as BCD 4M Sle"I#last"" "12 S""' USE THIS FORMULA TO OBTAIN THE ANCHOR PRODUCT REVISED
99,W" SCW(M 8CMIPA S-4rA
Eap,ww"1)(9I r 24I'Z I 2-Uv r a4r
I 2-17 I- ! 2-Vr 21 3-IM' 7 IL48' I ",r CAPACITY REQUIRED'CORRESPONDING TO AN as compiftwith tho Florida
W41 144" I-TV � I-&,r 2' 1-1/4' 14hr 1414' i-t1'r 1-1111, I-ite 2' Rvr -Wg-- ACTUAL PRESSURE REQUIREMENT FOR THE 81111411119 C
2 Andols 9 4,75'Mr,O.Q/M M.-Bann-7 3111 =its Solve rm FS--8g)05 16"M3 VDVA -28-0120 M4 WID 740LId 37411111 664 ftNOA-No. 17-06W.01
wim 3-41-M!I-M-ft Oft OPENING,WHEN IT IS LOWER THAN THE MULUON
4 AMb-@ 2.6V Mh O.C.19531117111 OaCrecryap 93
740 fm 742 ft 630206 14M IDS 1424 ft WA SM Ms NtA 695 Ibd NIA 820611 w2ma 6052A 1120 r. CAPACRY(FROM THE TABLE)OF THE SELECTED Expiration auto
-WD-t 39F 7-2 In WA -TF- WA 1022115% 1 F?WIM 165D IM MULLION.IT WILL YIELD A MINIMUM ANCHOR
6AftI10rS0I.7I'MDW.0,Q imfts WA DR NIA MRS -NJA -WA _Q§26/2021
4AmrOM97MM.aC.lM2a5Arg(9C8ps/(R097t 700 Ibs we ral Issams ism am6808t9 "CA 760IDS 74S IDS 881011 ism uz Mims 80503 F23-m. , CAPACITY WHICH MAY BE USED TO QUALIFY
SAM110M D r Mtn.O.C.1(2)2.5 AT&COP$h" "70 T.. U7033 1010160 23408922644 IDS %1.aL 84DIDS NIA IMUX 1122MS I=ft 2838�V. bS 192710111..120' WA WA NIA 102211680 bs ADDITIONAL ANCHOR OPTIONS FROM THE By
'L I 164
i5 WA WA NIA NIA 1 WA WA VA 1673Ib I ANCHOR CAPACITYTAWSLE.
9Arc"Q0.WIWWIft.0.QUte,Igto.I2VAhms%6rj ..NIA I WA I NIA 104 NTA NCA -N-A I hh�-f-WA WA 1 NIA IIIA a.
2AnC?o F WA 1 34IN 4429I ge
3AMnXSG 443 IDS I 52S IDs alb its
KA I N/A 353 iffi NIA I WRIDD I N/A I WA CIA I mims 664817 840
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD CUP, CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGUIRE2: FIGURE 3: FIGURE 4:
46 TABLE NM; 2t70IP
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE 814EETS 24 FOR WWI) 1),
GENERAL INSTALLATION METHODS.
"e •'WAG
0.'
FIGURE 6: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHSLS
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN No.587cS
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23-FIGURES BMW SUGGESTED,APPROXIMATE HOLE
LOCATIONS. z
FIGURE7: FIGURE& FIGURES: FIGUREI0,.
ANGLE CUP 4)SUBSTRATES'CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT Z
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST,-125'THICK AND A36.ALL ANCHORS INTO METALSHIALL EXTEND AT UEAWST3 SCREW
'D�
(FIGURES me) (CMU)SHALL CONFORM TO ASTM C�90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN 83 OF 0.65.
• MUST BE USED ALUMINUM SHALL BE 6053-TS AND BEA MINIMUM OF.125'THICK STEEL STUDS To BEA MINIMUM GRADE 33 AND4467 THICK(18 r X 4°X.25°MULLION
THREADS BEYOND THE MATERIAL#10 ANCHORS INTO WOOD'MAY BE STEEL,1"SZ.OR 410 S.S. k L4N
TABLEI3A
MWQanCapacity Table 11ml?
Opening Mraft(for%ardca*5PHmtion9)orOp•nfnp H•Ight(for hcrimrtaytispaming rflldlioro)
50 in 601n Tel. e0 N 00111 100 N 120 N 140 N 1001n
Ra4tanpuly T-pfTEap. Racanpder Trspire-9. R..tanp151r TIaNOtare• Reatan9Jar hapRden9• Rectmpdm Tsprr-19. Redan9dar 7hpR0an9. RectapJcr 7hapf7lfatq. Reclartp4vl TmpliO3r19. Ractar®ular iFapRdetx4.
2x67,26 Loadre lacdn9 Loadnp La0dm9 Laaft loadre LNdnO Uadna LoadnO LuDim LNdnD Load1.0 Lm*g Loa&g Lnadng LaadNa L dna laadln9 P
AlunuTuM •_ _ a •_ _ �• •_ _ a ru ,�• _ a ;r• _ x a a a a a
Mu18on e� v � c3 a 13�' .3 u 2 r9
s U
z
421n 170.0 6x0 170.0 439 170,0 714 17aO 478 110.0 Gee 170.0 536 170,0 282 00.0 519 1790 1716 170.0 521 170.0 1240 170.0 521 170.0 1409 170.0 521 170.0 1708 170.0 571 770.0 1867 170.0 621 0 Z
40 N 1740 708 1740 $24 170.0 650 170.0 584 170.0 093 170.0 830 17x0 1133 170.0 681 170.0 1x78 170.0 877 170.0 1477 170.0 880 170.0 1700 170.0 fi80 170.0 1003 170.0 8130 170.0 226'1 170,0 ®0 1
50.611 In 1740 T47 170.0 583 170.0 898 170.0 631 170.0 1048 110.0 684 170.0 1199 170.0 723 170.0 1345 1740 747 170.0 140{ 170.0 756 170.0 1793 170.0 756 170,0'2082 170,0 755 170.0 2391 170.0 758 tzN to
to
54 in WILD 793 170.0 612 1710 858 170.0 691 170,0 1116 170.0 754 170,0 4275 170.0 803 170.0 1434 1700 MT 170.0 It144 170.0 658 170.0 1D13 170.0 931 170.0 2231 170.0 Ml 170.0 2550 170.0 Bel a tu m C o N
m1. 470.0 885 170.0 701 770,0 1083 110.0 797 170.0 1240 170.0 876 170,0 1417 170.0 844 170.0 1594 170.0 896 170.0 1771 170.0 1033 1740 2125 170.0 1083 170.0 2479 170,0 1031 170.0 2833 1740 1083 � 7 � LU
LU
63 in 170.0 930 170.0 745 170.0 1118 170.0 650 170.0 1902 1740 840 770.0 11116 170.0 1015 170.0 1673 170.0 1076 170.0 1659 1740 1122 1740 x231 170.0 1189 ma 2003 170.0 1171 170.0 2075 170.0 1171
b m h 170.0 974 170.0 788 170.0 1169 170.0 903 170.0 1304 170.0 I= 170.0 1555 170.0 1086 170.0 t711 170.0 1155 170.0 1848 170.0 1210 1740 2333 170.0 1275 170.0 2727 170.0 1269 1740 3117 170.0 1298 Z d m Z
c nin 170.0. 1083 170.0 878 170.0 1275 170.0 ISM 170.0 1409 176.0 1128 170.0 1700 17LO 1228 170.0 ISO 1700 1316 170.0 2125 170.0 1387 170.0 25M 170.0 14Sa 170.0 2975 770,0 1518 170.0 9400 170.0 SM 0� � .�O
9 70N 170.0 1122 17MO 937 170.0 1410 170.0 IWO 170.0 1570 170.0 1209 170,0 1794 1700 1322 7740 2019 170.0 1421 170.0 2243 170.0 150.5 170.6 2892 170,0 1029 110;0 3140 170.0 ISM 170.0 3539 1704 1705 � � IL z
2 70N 1740 1151 170.0 867 170.0 135111-10.0 7118 170.0 1011 170.0 1250 170.0 7812 170.0 13M 170.0 2072 170.0 1474 170.D 2302 170,0 1664 170.0 2703 170,0 1700 170.D 9273 170.0 1777 770.0 3683 170,0 17061 ¢ J e- .r-•
Ba 1n 170.01320 170.011"a.o u 170,0 15e4 170.0 faze 170 170.0.0 teas 176.0 7496170.0 alis 1790 1130 170.0794 170.0836
o 2991 170.0 1o.0 7 170,0 1916 170.0 31ee 1709 2119 199.0 3113 170.0 2213 1399 3419 Milt
1 13
1- N rn
801. 170.0 1117 170.0 1232 170,0 170a 170.0 1434 170.0 1983 170.0 1t$ 170.0 2207 ITO 1784 170.0 2350 170.0 1952 170.0 1533 170.0 2095 1610 3198 170,0 2336 137.1 3159 100,0 2470 120.0 3199 106.1 2428 C7 I
2�z r>D m
105 N 170.0 7696 170.0 1409 170.0 1018 170.0 1647 1740 2231 170,0 1870 170.0 2550 170.0 2076 184.8 2751 170.0 2271 1489 2751 181.9 2333 1716 2701 140.4!2281 109,6 2761 125.8 2234 927 2761 718,0 2190N111 N 170.0 1030 170.0 1451 170.0 7868 170.0 1700 170.0 1740 199 170.0 x821 1790 2148 1513 2032 1829 2245 1348 2832 144 2218 113.0 7632 1280 079 2412 116.1 2128 BSA 2532 109,3 1088 X120N 1790 1771 170.0 1560 1708 1125 170.0 1859 161.4 2757 159.9 1981 135.1 7252 141.4 1004 120.1 2252 1272 1936 1011.1 2283 1181 1915 80.1 2252 09.8 772 2252 889 1MS 57.6 2252 01,4 1808 tDX170 In 125,1 1581 126.6 1445 101.3 1804 108.1 1425 68.4 1684 81.5 1407 782 1584 097 1393 845 1804 72.3 1373 620 1584 617 1356 521 1564 66.0 14.7 1564 492 1306 39.1 1684 44A 1263 Q C4 Q 0
TA13LE138 Anchor Camacity Table ANCHORCAPACITY ADJUSTMENT FORMULA. SZ 0
subsba
vata: 2ThCGan14 3.5ucom. HOBowCMu FdadCKU FTvmw mew (DF',m)X(ANCHORCAP.,,m,,,v,�=ANCHOR CAP.
,m �+
0716•Eko 174'BS Ea0 5118•Elcn 114•SS Eho 010 61701 9128tad 012 8101 MULLIOIy CAP.,o,,,..
AnehorC6pPa8Dms AncWT" 3118•EkaUlBeoon 1I41e1o0vitrmon 110•EicoUltracan IA•McgLlbacM PRODUCT REVISED
Ultr4eon A99a0.br 69160911 A9p SMW Soma(O5)Scasr 035) sctre4(o0.) USE THIS FORMULA TO OBTAIN THE'ANCHOR as eomp7yIng with the Florida
Edoo Ustaa9 Mk 1• 2-IX V 2-1/r 3.118' 1• 2.1rY p x-12' 2• 3-776' 2 0,45•• 0.64• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Building Codo
Embedment Ia14• 140' I-N4' talo• Y 1.1/4• 1.1/4• 1-IW 1-i0.• 1.1141 1.1)4• a laar lana' WAN ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17°0630.01
2Alabon®4.75•Mh0.G/3t.dM orO�.t CYp tag.102p 390166 300Ib. 450Im WO IDS 1644 bs 270166 780166 064166 7401bs 974166 mom wits 341 IN 442@9 590166 OPENING,WHEN IT LOWER THAN THE MULLION ExpimUon Date 05/26/2021
4 Anchae C tW MIR O.C.f S1.ndard(m OD1.0 CVP(Fq,s) 76080. 76010 Bm 104 1790 los 3232 The 540 U. 560166 708 IDS 1480 mo 749166 1272166 1B921N 862 th. 585 fm 112D IN CAPACITY(FROM THE TABLE)OF THE SELECTED
6Ancha*®1.71'7011 O.GlStmMatd(m Met)Clip(FlO.4F 11805,4 1400 IDS 101010 2595166 WA WA 846 Ws NIA 1065 Gia WA WA WA 1366 IDS 1770166 224DIb4 MULLION.ITWILL YIELD A MINIMUM ANCHOR g3,
/ 4AmMle®3'MIR O.C.f Rl245 Anple Gl I FID.Sk 780 Ota 780 IN 680 IN !Nibs 18901W 5401N Sm IN WA 760 IDS 748166 86370 1BS2IN IN SW U. 1120166 CAPACITY WHICH MAY-BE USED TO QUALIFY Miam odo uct Contra
O Anohae®5'661 O.C.f r-02a5 An9b(W/(R1•Bk 15501bs 1580 1b. 198010 312D IN 87921N 1080 IN 11201b4 WA 16MW14981Ds 1TBOR- 3m1m 1303104 17/0166 2240 IN ADDITIONAL ANCHOR OPTIONS FROM THE
12 Ahchm 01&0.O.G 1(4225 An914 CUps/ ?Y. IOWNS 210010 14401N 3766159 WA WA 1320 IN WA 16001 ' WA WA WA 200 tb. 2SU IDS 3360 IN ANCHOR CAPACITY TABLE.
4Anohas®1.34.•Mtn.O.G/(4CN7,Sdo.125'Ah9n.(Fi0.a7 WA WA WA WA WA WA WA WA WA WA WA WA WA t0A 1430 lbs
BAmhae®084'AOn.0.G/Wgip,bdo.12YAIan.".B0 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 11bs
2Amtas®4.66•M m O.CJ F-UP(R0.109 390166 390 Oa 450 lbs 090 661 1018. V.
Im 250166 9541.9 740 IDS 974166 898166 868166 '9{f ns 442166 Sm ma
4 Anaham 0 7.Tf'7dn.O.CJ F-db .117 59010 700166 66510 1288166 I WA I WA 1 470 M. I WA 573 as WA I N/A I WA 092 M-F 6851m 1120166 .250,
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD CLIP. TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE e: FIGURE B:FIGURE 10: FIGURE 11: 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.
�.\ ptJV LYNN '�.
2)LINEAR INTERPOLATION BETWEEN MULLLENGTHS AND/CR OPENING WIDTHS ISALLOWABLE.
`���,'• \,\CENgF / '�:'.
• • .• • Q
• 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 No.68705
FIGURE 5: FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ /1
ANGLE
• • • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED = ,C; �
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 6.80.WOOD SHALL BE PRESSURE-TREATED SATE (V;
• • • • • • • • 6-7) YELLOW SOUTHERN PINE WITH AN SG OF 0,65.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125'MUSTBE
��(s'•,;°<OR1OP.•''G��`
USED N THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO ��r s70
"• N �`
PA1pg• BEAT LEAST.126'THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND ATLEA.573SCREW 2•XB•X.25' A.t N \7
THREADS BEYOND THE MATERIAL.#f0 8#12 ANCHORS INTO WOOD MAY BE STEEL,16.8 S.S.OR 410 S,S. MULLION 0.N��4&13.41.E
FL P.E.#68705
TABLE14A n
Mullion Capacity Table PbsRel
Opening Width(fur 4erara*3parritg mtl6ona)o r Opening HsIRM(for hodmnla*spw"g mW are) ><
9014 801n 701n so In 80 in t001n 120 in 1401n 1601n p
Rafanpulor TnP'Tian Rxtar@dur Tnignkrig. Rona I., TnprTrmrlp. R.UmWor TrspRN R.=rgwer Ttapr7nap. Rx�npulor TrupMarq. Ra4T4quar Trapnian9. Re[mrpdar TtaprVl3ny Reclerlguhr 7ta:JM9n9. p
1.P6"x211" L"a0tn0 L032M Loading Lmdln9 taa9no 149drq LDadlne Laadirp Loadliq Loa0n0 L4adirp lo9dirg Loo9in0 WodUlO Loadkq LoDdIto Lo9dN9 LaadnO 6 v
x.125"Alum
Tune Mag tY �� �� � ��' � �� � �� � � �� � �� � ��• � �� �' � S� (1 �� � � � �8 04
W
4281 1442 828 187,0 426 12D.21 826 11411.91 419 1030 SM 13a8 414 80.1 628 134.6 411 80.1 628 1341 411 711 628 1341 411 MI 525 136.1 1 411 61.6 1 628 134.11 411 46.1 528 134.11 411 1
��1yy 0 3:
4814 9116 403 1060 933 80.8 1,4m 847 325 68.0 403 66,9 920 60.4 403 81.4 317 60.7 403 79.1 316 4a3 403 70.8 314 40.3 1 0
4W 7118 314 34.6 403 7H6 314 30,7 403 7116 3U o;
W.525 In 823 j3a4
301 688 962 79.3 291 6ae 382 71.8 268 51.11 382, 672 286 45,7 342 648 284 41.2 962 936 263 349 382 636 283 29.4 362 636 283 26.7 262 635 283 fr
141, 87,a 267 60.6 31a 642 261 496 318 57.7 268 424 316 636 263 97.7 318 W.8 256 339 318 496 24.8 2113 318 48.1 245 24.2 310 40.1 2q8 21,2 318 49.1 248 a m Cco
6o In 49.6 219 41.2 255 487 214 35.3 258 40,7 210 30.8 268 37,2 207 27.5 258 340 204 247 258 33.4 203 2.6 266 322 201 17.7 258 322 201 16.8 266 322 201 �
63 in 427 200 33.6 234 39.1 195 30.5 234 31,7 192 26.7 234 31.8 189 237 234 29.4 158 21.4 234 290 194 176 234 2118 183 18.3 234 29.5 103 13.4 234 2a5 183 W Z
W h, 372 183 31.0 213 31,7 178 28.5 213 29.8 170 232 213 27.0 173 208 213 28.1 170 186 213 237 169 186 213 222 161 13.3 213 220 165 11.5 213 220 166 Z z (n = I
72 in 28.8 165 238 179 2118 162 20.4 178 215 11B 17.9 179 20.3 147 16.8 178 10.7 146 J Z
TBh 243 190 20.3 181 219 13715.2 161 133 tae 15] 1&8 191 1111 16'2 1T.8 120 Q �
TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: z N
Anchor Cn"', rT4dfb a ANCHOR CAP.,,,, a X o�o
BiD38mc 2.7k HSk Cac. H060a CMU FgM CL1U PT WDOd Mad (DP,,,,)X( ""4)aANCHORCAP.a,
S116'Eko Va'9S Eko 5n6'Eko tl4•SSEko At (05 612SteM 11251x! MULLION CAP,aoaom y
Areha Type y76'Eko UlDetan V6•FhDORfaan 3116•Eko0ttr4eon 1/4•Eko NDazal Nw
AaehorClip PsMms u9reem A9yeaeto* Ol9s:ae A9g..f semr(Ca)unp 6951 screw ros) USE THIS FORMULA TO OBTAM THE•ANCHOR N K X Y
Ea9B pm1a4eh t• 2-1/2' r 2t2 3-118• r 2•vr r avY 2 3-118° 7 0.49• 0.54• 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN ® F N U)
E7oment 144• ta+r 1-W4• 1-ur 7 1-114• 1-114• 141C• 1-114' 1-vb' 1.11r 7 1-3x6• tare• lams ' ACTUALPRESSUREREQUIREMENTFORTHE to U N Q ?y
aanclms®r96n aa/ asAl,7l4 atp9l 780Im leo ms 680Im 1 60. revs is a4a ma 66094 WA 7®ms 74a� BSDIDS 1®2!m sez res Bes9a us5 ms OPENING,WHEN IT IS LOWER THAN THE MULLION c� Q z O O
CAPACITY(FROM THE TABLE)OF THE SELECTED
d
MULLION.IT WILL YIELD A MINIMUM ANCHOR o
CAPACITY WHICH MAY BE USED TO QUALIFY v $� -3 .�
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE PRODUCT REVISED
as complying with the Florida
Bullding Cod.
NOA-No. 17.0830.01
Expiration Data 05/28/2021
TABLE NOTES: 13Y
Miami-Dope Product'antral
1)SEE SHEET 1 FOR WSTRU0TIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. IL-1 288"-^I
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1
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 EXACT DIMENSIONS,SEE SHEETS 21-23.
' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,118"
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. L .125 i 11 1 l 17 l l r
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SUBSTRATES:CONCRETE SHLL CONFORM TO ACI 301 SHALL BE PRESSURE-TREATED r ���S,HOLLOWAND GROUT-FILLED `a.NY�-.Nl1/.
YELLOWSOUTHERN PINFWfTH AN SG OFO.55.ALUMINUM SHALL BE S063-T5 AND BEA MINIMUM OF.125 1 :'UCENSF'•,C�
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18GAUGE).STRUCTURAL STEEL TO BEAT 1.28•X2.11'X,12a^MULLION
LEAST.125'THICKAND AX ALL ANCHORS INTO METAL SHALL DCTENDATLEAST 3SCREW THREADS BEYOND (INTEGRAL FIN MULLION) *; No.68705
THE MATERIAL#10 8 912 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S.
' �O�
L
A. HMI R,P.E.
FL P.E.#68705
TABLE 153
Mullion Capacity Table Ib!n $
Opening Width(farwNmlVsparvdng mUtore)cr Oponing Ho[BM(tarFcrlmrianvAcm) b,
509, In "in W9, sofa 1009, 12oln 1449, 16Din t4
Reatan001ar TialVTf.0 Rapini9maf Tmpfmm0, Racllnpdu Tfa nifty. Rama ar 7lap7Mm0. Rmtanprlar Tmpllnmg. Racwg" Teprymv. ReclmgOdr TmplTlano. Raatenguat v
3.26"30 Laadbt0 Land"& Laa®n9 Loadn9 L-ft L-ft Laadno Loodrn Lalo o Laadts iaedn9 Loadhg Laad'rp La•m 6 t cada0 imd t4adng Lanaa
DEG.AL $,` {ITT
cq
11
Ills &
r U
{{$5� z Na
421n 1'10.0 an 170.0 433 170.0 744 170.0 476 170,0 885 t7o.0 608 '170.0 002 170.0 619 17&6 1116 170.0 621 170.0 1240 17'40 821 170.0 1408 170.0 621 x74.0 1735 170,0 121 140.1 1740 170.0 621 Oj
4a 174.4 708 170,0 524 170A 860 17o.0 584 170-0 092 '1740 Gia 170.0 1133 170.0 fiat 17ma 1278 170.0 677 170.0 1417 174,0 650 1522 I1Z! 170.4 880 130.5 1672 17o.o 660 '1542 1522 170.0 65.0 000�J.1!
S46261n 170,0 747 170.0 591 IMO 190 170.0 631 1700 1048 1700 664 170-0 1105 170.0 723 1700 1948 1740 747 1642 1449 170.0 768 136,0 1443 170,0 750 117.3 1443 IRA 708 1020 1443 '110.0 758
Sd N 174.0 787 170,0 842 170.0 938 170,0 891 5704 1116 MA 764 170.0 12M 170.0 SM 160.4 1353 17.00 037 144.9 t353 174.0 866 120.3 t363 170.0 S81 103.1 1389 170,0 8di 9D2 1363 174.4 881 LU O rip
109, 170.0 864 170.0 701 170.0 1063 170.0 700 187.0 12711 174D 878 1447 '1218 1700 844 128.6 1218 199.8 WB 119.9 1219 1621 924 B7A 1218 146.1 913 O3A 121SIT-47.1 019 73.1 1218 14&1 913 to w
63h 1740 070 170.0 745 170.0 1110 170.0 650 1602 1160 16&a 003 131A 1160 1118.0 914 ilea 1150 1419 808 105.1 1150 1342 886 879 1100 12 5-871 76.1 1180 1202 670 65.7 1160 1202 670 ,t W
Z !Y m
889, 170,4 674 1740 700 152.4 SOlS 1659 881 130.0 1048 14&5. 884 114.9 1018 1311 080 501.9 1040 1234 839 81,4 1048 lido S30 762 1041 109.4 1121 65.3 1048 1082 814 57.1 1048 1442 Ole J 5
7th 140.0 803 147.9 701 117A 880 laa 740 100.0 060 110.5 734 8&0 000 100.0 722 782 800 020 112 70.4 550 OS2• 700 56.7 080 702 663 50,3 800. 748 no 44.0 880 76,4 808 � j
Teh 119.E 700 1261 690 99.5 790 100.0 876 05,6 790 833 [d.3 71,5 796 89,8 851 6&8 700 78.8 843 699 780 71.7 '1138 49.9 790 all 674 42.6, 700. 62,1 818 373 790 85,8 017 }ECj syr
er H
759, 110.0 TOO 1145 647 92.9 760 88.1 844 70.1 760 85.8 832 69y 780 771 821 91.5 780 70.5 612 55.4 750 89,7 605 462 750 80.4 540 34.8 760 582 800 34.5 760 55.0 600 Z �
W h 721 BW 743 600 80.1 669 87-0 491 51A 509 64.8 483 45.1 541 409 475 441 5M 44.4 468 341 563 40.9 462 303 503 85,2 452 25.0 600 99,3 445 238 063 a1,a 442 ¢¢ �
9B 517 69.1 495.
81./ 443 4&8 498 51.8 436 424 493 41.0 427 37.1 405 309 421 339 405 35.1 415 28.7 4W 332 409 24.6 40 29,1 404 212 49$ 25.5 304 18.S 494 25,0 990 R tj ��Z IO pO
1089, 41.7 '391 426 353 34.8 901 36.8 9b 29,11 991 91,1 342 28.1 331 27.6 337 232 391 24.9 333 �.0 391 228 928 173 991 19.7 5.21 me 301 17,8 316 033 c 3
111 h 944 370 39y ms 32.0 370 33.0 330 27,5 370 20.0 323 24,0 374 26,3 320 213 370 22.0 318 192 370 20.0 312 16.0 370 10.1 305 LY W 2 S2
1249, 34! 957 309 269 26,3 317 26.0 2114 21,7 317 22.5 289 19,0 317 109 270 149 3St 17.0 273 ]i E Ep g ¢ m Q Q
co
YM h 17.8 220 17.5 203
a zo
T BLE15B ANCHOR CAPpCITYADJUSTMENTFORMULA:
Aacho7Ca acl Tabh+ 69 ANCHORCAP.,,,::
80Datpnc 2,7fcConarota 3.SkCAfla, mawcMu FWadCMU PTWaod Maw (DP,,,jX ANCHORCAP._
vfe Exa 17C'88Eka 5118.61.0 v4•SSF3oa 01 E ri26tau 0128199 MULLION CAP„a ,,�� PRODUCT REVISED
ancho 91'18 Ekot9aaam tt4 Ek0U0mam 3isEaow6maa itPEsotOe m SamwtGl7 samvtc5) USE THIS FORMULA ANCHOR as cam y�
AnchorClp Pa na iti0won AOWaOabv UtW. AW.Gatai earety Duiidiny lCanp with th0 Ft0Hdv
E6oeauenca(In 1' 2-IM 1• 2.17 3.119• 1' 2.13• 1' 2-VP r }116• 21 nlbalw
09?P CAPACITYREQUIRm•CORRESPONDINGTOAN NOA-No. C 17.0630.01
Em ani 1.914• 1aa• r 'r1-141 I-114• 111(4• 1.174• r tads ACTUAL PRESSURE REQUIREMENT FOR THE
2Ana OW141aO.CJ*) 5AhWhClpal(Fg.13 asoma 380 a.ji
6eatm 170024 27ama 200100 354Th 7a0lbs 374145 0ma Usha S60Uu OPENING,WHEN IT ISLOWERTHANTHEMULLION RKplratlonDab4512612021.
4Amhara433.5.6444 O.F7(2)aSAtall9 Cipat Fy.2g 760 ba 7800 Lha lSTa3w ?625os 540 ms 56000 wA 112080 740 ms 860 a- ow 1b4 112 CAPACITY(FROM THE TABLE)OF THE SELECTED 6Andm 2.71•MIna.C. M2.5AngleaI r 9.3• t120ns 112oma2N61bs 226400 wa a4omp NIA '1059140 N/A 1320017 -WA tibdoba MULLION.IT WILL YIELD A MINIMUM ANCHOR Mai m- • ro uct on�'roT
-- CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1:
ANCHOR CAPACITY TABLE
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.
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$AND/OR OPENING WIDTHS IS ALLOWABLE.
t 41111!lf7jJ
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •128' `s
• • s • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL.RESTRICTIONS SHOWN ON SHEETS 21-23. .���a�•••'•'••N/LJF����
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. 30' y10ENy ••,s!�
4)SUBSTRATES:CONCRETE SHALL CONFORM TO AV 301 SPECIFIQATIONS.HOLLOW AND GROUT-FILLED 3250' 74•; NO.68705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURS:rRFATED *=
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56,ALUMINUM SHALL BE 606346AND BEA MINIMUM OF.125
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BEATna ��'
30°BAY
LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION .Q.,�•,• $ATE •.
• • THE MATERIAL.4108#12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR410 S.S. � �i�fist'••F,<ORIDP,.•''\'C�
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS, ff'� CO/NAL
A.LYf�1�ikGl4LLER,P.E.
FL P.E.#58706
TABLE16A
A4u0bn Capacity Table PbSM
Opening Width(fbrvedcd4yl w mdJons)orOpWngHeight(torhodmdabyapanirgnatib 4) Ile
so In Win 70 in So In so In t00h 120 in 1401n 16oin w O
Raimo+ Togntata. F-danydM Tr*rmrv. Redery to 11 ngd. TmpTeisnp. Rectmover T11101dary R9ctarod. 7rwaiarg. Re4t4ng9ar Tmpt7de�p. RaCWV,,T TmoMarV. RaSan�9at TrA m2na.
316"45 lcadlap Lo4mnp LamnO 1.amn9 Laamn9 Lo2mrq LcemnO Immn9 Loading l4amng L="g Lama9 tnem'g laadin9 Laming lsamag IL4mn0
OEa.AL
BAY HULL � � � I� � � � �
a s aG a e oil 11 j 11 1 � 1 1 H �I. 1 1 111 z L
"
u3
42h V0.01 824 I 170.0 430 170.0 744 170.0 470 170.0 BW 170.0 $08 1170.0 002 170.0 1 619 17U 1116 110.0 521 170A 1240 1760 521 170.0 14811 470.0 521 1170.0 1735 170.0 $21 180.3 1871 1700 521 � ,J Z
517
48h 170.0 708 170,0 624 170.0 850 1700 661 t70.0 1192 1700 630 170,0 1133 770.3 Bat 1700 1275 170.0 077 170.3 5417 170.0 880 t63.7 1637 178.0 600 1403 1637 17&0 890 122.6 1877 1710 880
7 to
509256 170.0 747 1700 603 170.3 698 170.0 631 170.0 1048 170.0 684 170.8 1595 17&o 723 170.0 1345 1700 747 170.0 1494 170.0 758 147.1 1562 1700 750 129.1 1652 1700 766 110.4 1853 170.4 758 y L
541, 170.0 707 1700 642. 170.0 058 1170.0 1191 170.0 1110 17&g 764 170.0 1275 170.0 608 110,0 1434 1170A 1 837 1552 1455 1700 858 t29.3 1456 470.0 861 110,8 1465 170,0 861 07,0 1455 170.0 681 a im (q
SO In 170.0 065 170,0 701 170.0 1083 570.0 797 1704 1240 170.0 676 157.1 1309 170.0 044 139.7 1309 170.8 8611 125.7 1309 183.5 994 104.0 1300 157.1 get 89,8 13% 157.1 082 7&6 1309 167.1 982 � F=- � � (,C
$3In 170.0 930 170.0 745 170.0 1110 170.0 650 1029 1247 170.0 940 1/2.5 1247 i844 083 126.7 5247 1529 005 114,0 1247 t44.3 052 96.0 1247 17&2 038 1114 1247 135,7 WS 71.3 1247 5357 MS a
tdh 170.0 874 170.6 760 1704 1569 1700 803 518.3 1198 163,1 065 120.9 1180 147.0 WS 115.3 1190 1315 028 1 M 1190 1284 914 08.6 1190 119.5 US 742 1190 11&1 893 84.0 1100 11&1 am 2 Z CO U
72h 161.51 1419 I id9.6 877 434.7 5018 Sdi.6 859 '115.3 1019 1272 842 IOIXJ 1010 114.7 628 80.8 5010 1046 617RX4
10 869 607 67.3 1010 90.6 790. 67.7 1016 97.8 790 565 1010 87.7 7&9 _ .10.
3 761n 137.4 008 143.6 792 1149 gaff 1220 776 08.1 806 101.1 701 8&11 1188 993 748 713 008 08.2 7308 82.3 720 67.3 900 74.1 710 42.1 am r1.2 710 429 S06 70A 706
1 701n 127.1 891 132.5 714 105.9 Sat 112.6 738 908 881 684 725 79.4 Set 80.6 713 70.8. Sat 614 M7 76,4 604 510 801 63.1 1581 454 Sal W.6 070 36.1 861 83,7 672 z ¢ Q O+ Qt
901a 827 84a BSA 674 68.9 848 72.1 664 S&i 646 828 664 55.7 616 5&t 645 410 056 509 637 47A 530 34.S 549 415 619 US 616 M2 611 254 840 30.5 $07 m
$a In 682 588 "A 508 58.6 588 69.1 499 4&7 568 S1A 491 428 569 449 403 37.9 568 41.4 4785 38.1 470 23.4 688 334 459 24,3 WO 30.0 452 21,3 SSB 28.7 447 � ILI � Q
108h 47.11 446 48.9 405 39.9 449 413 399 34.2 449 35.7 303 29.9 449 42=ua
307 2&8 440 284 382 261 37T 20.4 440 22.7 388 17.1 449 304 301 16,0 449 f8A 358 W C71b
1111n 44.1 475 46.0 388 36.0 425 37.0 379 31.5 425 326 373 27.0 425 91 24.6 426 203 3625 249 SW 18.4 425 20.7 350 15.6 426 1&0 343 � 0. � S
-72-0b- 34.9 301 38.6 331 20.1' 354 29.0 320 349 304 21.0 321 21.8 304 317 10.4 384 -2D-,s73134 117 309 t U ID ¢ '}
144h 202 79'+ 244 233 1&D 253 17.1 230I #�
0
ar Z� �o
TABLE IBB ANCHOR CAPACITY ADJUSTMENT FORMULA.
Anchor Capacity TBbM D6
samtrete: 276 rxrnrete 3mccino. H28ow Fulb OMu PT WaS Melst (Opa,)X(ANCHOR CAP,,,,.,,,,,\ ANCHOR C,AP.p,
sfur ao Vr SS Eke 9rir E7ao 1/4.as El. 9100101 9+281841 85281881 MULLION CAP.,,a,,,", PRODUCT REVISED
Anchor CUP Patterns An4torTyPs 3I1r E60103accn 7M Eko UlSwmn N ag 9ltr Ek.U152con tr4•Elco Uifnaon Agg�a�« Lamm Atim0m. 8oax(o5)B2mx 615) st a ((13) USE THIS FORMULA TO OBTAIN THE"ANCHOR 08com ly�owith tho Florida
GhtiEdge armee 0* r 2.1rr I- Tim 3.119' 1• 2-tR' EWAI
2.110" r x113' r gala• a6M o.7N• CAPACITY REQUIRED'CORRESPONDING TO AN NOA-Ho.
Emhvbnent Mk 1014' 1,114• 1354• taro• r 1•w• 1•w• 1.114• 1.1/4' 1-vr r Tam^ lam• wdea ACTUAL PRESSURE REQUIREMENT FOR THE
2A1.hae�5•Mia O.GtR 245.311611 tShariFlO tk 3Wm
Mt. 45UMS 8901m / 270 2Wtm 402W 3740» 7M 154 916161 3411511 442! 6W Lha OPENING,WHEN 4T 13 LOWER THAN THE MLttiEON m4plrotion Date 0512$120x1
4 A,Mm 8239"M0 O.G(I2)215 AM' 000x1 .2k 7W bt. 7W 158 799Im 1670152 2525 oa Doo 018 5400. 120104 748Im 880 tba 189204 15801111 88516411200. CAPACITY(FROM THE TABLE)OF THE SELECTED
)245Artgfe ClOet .7k 112D1ba 112Dim 9356. 2248iba 22549. NA SO2. 059tm WA i31b 1511 WA t022Ow 1327 tm 18Wfm MULLION.IT WILL YIELD A MINIMUM ANCHOR �� aOtcontrol
CAPACITY WHICH MAY BE USED TO QUALIFY
- ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE,
FIGURE 1:
TABLE NOTES
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOAD NG.
SFE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, '
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSAND7OR OPENING WIDTHS IS ALLOWABLE. '
CLI
NS,
3)MULLION E DRILLED
IN HE FI LD FOL ARE NOT IM SCALE.FOR STRIEXACT IONS SHOWN SEE SHEETS 21-23. �.�`' �Y LY 7`'•
H0LF.9 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. D�, 7
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �� '�`: OCEN,4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDNe.58705FIGURE 3: CONCRETE FLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•00.WOOD SHAD.BE PRESSURE-TREATEDYELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606345 AND BEA MINIMUM OF.125-THICK.STEEL STUDS TO BE A MINIMUM GRADE 33AND.045°THICK(18GAUGE).STRUCTURAL STEEL TO BEAT �LEAST.126THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND w��f+t. A7g
• •
THE MATERIAL.#10ANCHORSINTOWOODMAYBESTEEL,I"SS.OR410S.S. '�/�'S'••xY,ORIDp.••'
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS.
' A.riYNN pAl4��P.E.
FL P.E.#68705
1.1.000°-1 F-1.250°--I an
-� 1.000• �-- ---I ,.000' r'-• A
r{ 1.000° r- --{ f- ,2s• f-t,zss•-1
I<
1.aoo
11
12s° eY
2.750' .125" 3.126"a:�O"'
5' 3.1 BS'
2.750'
.125• [127'1
25• ROOT,
25" In
2,000' 2.000' ,266' 2.116"
.1t
'6 (� T; U
L - 126°t tS ZN W
L126° ' -L a-'
r I i J W
1'X 2'X.1126•MULLION 1'X2'X.375'MULLION 1'X2.75•X.376°MULLION 1'X2,75'X.650•MULLION ,'X3.126'X.5"MULLION 1,25"X3.188"%28S MULLION 1.28•X2.11°X.125'MULUON
6083•T6ALUM. 6083-T6 ALUM. 6063-TB ALUM. 6083-TB ALUM. 6003-TO ALUM. 606346ALUM, 6063•TSAUIM. rr 0�
XSECTION XSECTION XSECTION XSECTION XSEOTION XSECTION XSECTION 8 LU co o
Z M W
to
[--.126- Lo-..I F"-,126° ~ U
TABLE A 7 Ly y
STANDARD CLIP I 2X5 ANGLE-TSALUCLIP Dlmonelon Value pn) For Mullion: �g 10
12-
(1063-Te ALUM. 8083ECTION. 0 O
2.000° I 2.126' .
XSECTION U-CUP 2.000° XSECTION A 1,825 J 0. zZ
I 6063-T8 ALUM. I ,125 B 2.664 1'X2'X.126" Q ,J
,125' X•SECTION L Aluminum z U Q rn m
C 0,885 111be Mullion Q O Z `C4
D 0.740
.125. g co m
4 I a
--i.740'Fes- B 2.404 11 X2"X.37V o O
Aluminum ® to to
5.500,3.125•---�{ In
cuTNERETD 376' 6.000'---�� C 0'635 Tube Mullion
.375° CREATE F-CUP,SEE MW. .376"MIN, I� D 0,41 Q Z 0 U
MIN. r-DETAIL F,SHEEfb �,
A 1,875 _
______ .33S'MIN. r--------------------- B 3.000 1°XZ76"x 9
I- i I I -, A I U-CLIP I--------i .376 Aluminum Imbowl
L_ __-__.3 L------- 8083-T6 ALUM. �_ ___________________, ZOANGLECLIP C 0,757
TOPVIEW 6083•T6ALUM. TUhe Mullion PRODUCT REVISED
TOPVIEW D 1.118 as eom i n with the Florida
�- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 1'X2.7b"X Building Cods
DASHED SOUNDARY.SEE SHEETS 616 FORTHE NOA-No. 17-0630.07
80TOP ALUM. ZOUEMUSTUE
ENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR B 3.000 .650'
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW HOLE DIAMETER:ANCHOR DIAMETER+V16'. C 0.476 AluminumBuPiratlon oab 0512612021
WITHIN THE DASHED BOUNDARY.SEE ffHIN THE DASHED
SHEETS 5.17 FOR THE ANCHOR O.C. BOUNDARY,SEE D 0.836 Tube Mullion ey
DISTANCE.MAXIMUM ANCHOR HOLE SHEETS 617 FOR THE M1am ro ue Con m
DIAMETER:ANCHOR DIAMETER+1116". TABLE B A 2.000
_ ANCHOR O,C, 1"X 3,126"X
DISTANCE.MAXIMUM PGT Part B 2.�7 .60T Alum '
5.500' .376"
ANCHOR Mullplmenslon(sheet� C 0,863 Tuba Mull
DIAMETER:ANCNOR Mullion Std.Clip Onset Clip U•Citp Angle Clip
.376' MIN. DIAMETER+1116'. D 1.137
MIN. 1"X2"X.126'(5) 68605 6681 13M '681116M 666243M 668511M A 2.826
i____ ______T______-____i
1"X2 X.375'(8) 866008 666114M 6881118M 668244M 688512M B 3.262 1-26'X3.188'
V X 2.76"X.375"(7) 66607 666116M 6661120M N6245M 666513M C 0.862 um
I I lube Mull
1"X2.76•X.650"(B) 68608 SWIISM 6881121M 666246M GUS14M D 1.762
I B
---1---, D I 11.26-xz.11• �` N..LYNN1"X3.125"X.600'(8) 88837M 6881118M 6681114M 666242M 66651bM �` +AO •• •• 2jj .�
I i I I A 1.813 .121'Alum �'��.•'LICENSE'•.C�
j 1.26'X3.188"X.266'(12) 6S641M 6661117M 8881113M 866241M 888516M Tuba Mull
�'__-----� ` ------� No.58705
I 1.26"X211"X.125"(18) 68370 WA N!A NIA 668517M _* k-
0 OFFSET CLIP NOTES:'
.125 BD83•TSALUM. TE �
�
7OPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 0
.740-1-t` 2)SEE SHEETS 6-9,12 8 16 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE.
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
pL �05 P. 705
-.� 1.000° 1.000° r 1•o6zj�
740"
.083` .385' E E ,126"
.OBY I
062" o
438' I I
4.000" .126°STANDARDOLIP P
4.000" 4.000° 2.626" 2.000" 6063-T6 ALUM. I 2.125" 2.000" 2X6 ANGLE CLIP 4'
.125' X-SECTION .0 3-Te 8063-Te ALUM.
.126° I EXSECTION I XSECTION .126' U
.126" .125°
r to
.031" J ZO W
125° Z
CENTER OF ANCHOR HOLE MUST LIEWITHIN THE J N
125 .166° DASHED BOUNDARY.SEE SHEETS I0.26FOR7HE fn
375" 376' ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR m 2
HOLE DIAMETER:ANCHOR DIAMETER+1116'. LU V) p I--�
1°MULLION � t"MULL.376' 1'X4'X.375° 6,600' ^{ m U
MULLION MULLION T'-MULLION CUi HERE TO I 6.000' �� j O � �
6063.76 ALUM. 8088-T6 ALUM. 6063-T6 ALUM. ,375" 3.125°- _CREATE F-(:LIP,SEE '375" -^�MIN. Imo- U Z
X-SECTION XSECTION XSECTION MIN DETAILF,SHEET4 ❑ W _
MYON 1.250' .375" Z U
1.694' 4�f0RY 1.594° I - - CENTER OF r--------- -----------� 575'
r----_--� r------ 't _
y� I I I I I ANCHOR HOLE I 'l MIN, ❑ O
I I I I I MUSTLIEWfMIN � 0. Z
I t I I THE DASHED I 1 J T�
I I I I BOUNDARY.SEE I
I I I I I F SHEETS 10.17 I Q ❑ N
2.875'2 I --- 1 I --- I FOR THE F +--------I
ANCHOR O.C.
.100" 3.84° I I I i F DISTANCE I I co Z
32 0" I I I I MAXIMUM 1 I O
.100° 3,260" I I I I ANCHOR HOLE
I I I I 1 DIAMETER: IJ ~ O
.100' L � ______- I L_______� ANCHOR ---------------------
.100' DIAMETER+1116'.
.624° 2XSANGLECLIP
.820" .62U' 824' It STANDARD CLIP U-CLIP 6003-TO ALUM.
1.260" -j
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6063-T6 ALUM. TOP AEW
1.250' +I .820' H^ TOPVIEN! TOPVIEW
WITHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED
126•X3.25*X.100' 1.26"X 3.25X.624' 1.25'X 3.94'X,824° SHEETS 10.17 FOR THE ANCHOR D.C. TABLE TABLE C,CONT. as eompl Ing with the Florida,
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmenalon Vslw(In)Far Mullion: Dimension
Value(In) For Mullion: BU A-Noing�rO
6005-T6 ALUM. 6006-TSALUM 6005-T6 ALUM. DIAMETER:ANCHOR DIAMETER 1116'. 7 1, (5,L F 1,830 1.26X3.25° NO o' �7-0630.01)
XSECTION XSECTION '
XSECTION O 1.000 ,125" G 0.600 X.024" Expiration Data 05/26/2021
5.600" H 2.680 Aluminum H 1.438 Aluminium
�����°-----------� 469" 1 3.000 Tube Mui o 1 3.250 Tube Mullion By
2.681° CI ,126° .376° _ ,S76' F 3.187 1°X4 X F 2.825 1.26°%3.94° Mluml asa m uc Control
1.377' •125 1.077" I MIN. 0 0.767 .3711" G 1.126 X.WV
r_______� H 2.430 Aluminum H 1.500 Aluminum
I i I i I 3.000 Tube&'fr 1 3.250 Tube Mullion
F 2.250 125'X3.26° F 2,013 3111 Be Mug a
I I i I I O 0.760 X.100" F 2676 46'Be Mug ..{
.125 I I I I 1 H 1.600 Aluminum 2 '
.125' 45° 2.260° I I I I I 3.250 Tulre Mugbf Ci
30°
I I I I TABLE D
!I 3.250"46'BAY MULLION I 3260° I I I I w 1,
3W BAY MULLION 6063.76 ALUM. L_______� 1 �- _--_--+ PET Parte `\���N....,,.N�� rrr
Mull Dimension r
600345 ALUM. I X•SECTION I (cheat ql Mullion Ell,clip offset Clip U•011p AnOIe Clip'� \ r1,•'��7CEN$F'•,
X-SECTION I 1'X4'X.126'(10) 69364 66611111 086112211 85824111 88&81611
p OFFSET CLIP _*T No.58706 't
+ .125' 8003 TO
M. 1'X4'X.976(17) 66610 66011211 666112311 06624211 66861911
220"��-,981'°-� TOPVIEW i'X4"X.375°T(11) 66653 600112M W01123M 68024211 666819M n - -
.228" �-,981°-•� .740° n - !�- ,
NOTES: 11,5'X326'X.100°(13) 2016020312 M01127M 6681124M 66MIOM 866511511 VIM �
1.26°X315'X,624'(14) 2016120316 0661126M 6661125M 8602A51M 6666116'11 � S7 Tb 0 �(,�(U_\z
4)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 425 X384'X,824°(15) 20162 6861t17M eeB1126M 050241M 86651711 °CORIOP,.
2)SEE SHEETS 10,11,18.15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 300eproe(19) ESUS WA WA WA 806611011
46 DeOle�20 66650 WA WA WA 66E5111M i 7j 111 Ll 11111\\
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. R A.LYNN #687,P.E.
FL P.E.i158705
TABLEE �
Mull Dimension PGT Pert#
(sheet#) Mullion Std.Clip U Clip Angle Clip I j x"•125' JT
66628111 668271M 6685112M2"XB'X,25"(17) 68604 66626211 666272M 6665113M STANDARD CUP U-CLIP 2X5 ANGLE CUP8063-TBALUM. 6069.76 ALUM. 6063-T6 ALUM2.000' X-SECTION 2.125' XSECTIDN 2000' XSECTIONNOTES:
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I kDIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. z 8 W
2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE W
HOLE LOCATIONS. 1.490' '^1,490'---�
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' _ rn
CUTHERETO 5.000' 975' O W
U u-
9,600" CREATE F-CLIP, m O LW
LJ
,375' SEE DETAIL F.
.375' .375' �— MIN. ZO W
MIN. SHEETt MIN.
� y Z
----- ------- ----- ----------- Q
�-------- I -- -- i--- -- i. z Z Z U
' I I I I w � �_L Lr
'oz_d
J r
4.000' 3.438° f +—-—-—- U Q at a1
.250• 2'X 4X.25'
i 3.438" i i z Uz m m
MULLION I I I I a Ip Q �y0 Io
6063-TS ALUM. I I I I 8
XSEC710N I I I I I _j 37� o W O_
L M1N.
L- ------ ---I--- -------'1 -- �- L-------------------- W Y Y
® rn
L- STANDARD CLI 2X5 ANGLE CLIP U
UR 2 X 8083.78 ALUM.
CENTER OF ANCHOR HOLE MUST LIE 80TOPM W SED FOR YX 4"MULLION,SHEET 18 CENTEROF ANCHOR HOLE MUST LIE 8063.76 ALUM, ¢ <L fn y
.250" WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPMEW WITHIN THE DASHED BOUNDARY. TOPVEW u
SHEETS 16-17 FOR THE ANCHOR O.C. SHEETS 16.17 FOR THE ANCHOR O.C. O a—
DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER ANCHOR DIAMETER+1118", WrTHIN THE DASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER+1116",
SHEETS 16.17 FOR THE ANCHOR O.C.• PRODUCT REVISED
5,500' DISTANCE MAXIMUM ANCHOR HOLE as complying with tho Florida
CUi HERETO DIM&-MP:ANCHOR DIAMETER+1116'. 5.000' OuDdinB Code
2000' 3,500° CREATE F-CLIP, - NOA-No. 1T-0630.01
.375" — 376"
MIN. r-aHEE 4�F' •MIN. .376' Expiration Da 5126/2021
MIN.
3761 By
, -------,
----- -- ---
-----------I - �--'-----' I am oProt uc ontrol
I I II I I
1 I I I 1 I
I I I I
I
I I I I I
I I I I
I I I I
I I I I
,250° 6.000 -j—- —r-- -—j- 4.868' t 5.438' —-—-—-— i 1111111
I 6.438.
I I \
I i 6.436' LYN1v
2'X0'X25'
MULLION j I j I z •• ��
8063-T8 ALUM. i i I .375' _*: No.58706.
XSECTION
L------------ _-JI MIN. d.
'0 -
STANDARD CLIP' U-CUP 2x5 ANGLE CUP i��� '''C<ORIDP,,'
•250" SOPMEW
OP ALUM USED FOR 21X-TMULUALUM.
SHEEP 17 80T.TBALUM, �01UALIENG`�
TOPYIEW A.Llsl l4>lIQl!�R"P.E.
FL P.E.#58705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF. 4
1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 7r AND THE OPENING WIDTH IS 32'+32+1"-W.REFERENCINGSHEET 25,THE COLUMN USING aC a0
NO ANCHORS w+EnO RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-1/4'AND WILL MEET OR EXCEED THE REQUIRED ^
DESIGN PRESSURE OF+SO,OF60.0 PSF,IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE
F!PAa
SEE FROM TABLE 3A,SHEET 7,THE V X 2.75'X.375'MULLION(LENGTH=72•,OPENING WIDTH=70'7 MEETS THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE IS+/583 PSF AND WOULDI,:
naN DETAILS, NOT BE SUITABLE FOR THIS APPLICATION.
T9SHEETS `AL 23 FROM TABLE 4A,SHEET 8,7HE 1"X 2.75•X.650'MULLION(LENGTH=72',OPENING WIDTH-70')HAS DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THELa
d
OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. C4
MULLION -LENGTH ^ 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE 00TH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE Tn 11-1 U
`0- 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. z w
SEE
D LAI S, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 2
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
`23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
[!8 2
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS-1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITYOF 636 LBS.ALTERNATIVELY, W F-
MOANCFIDRB INWINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXA07 DESIGN PRESSURE OF 60 PSF: GO m W
3r
~
3r 636 UBS 4
-1 F-Ieuu mOTH (60 PSF)X =52a.9 LEIS BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B)
OPENING WIDTH 72.7 PSFZ y�• _
U
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH 13 2.318'.THE OPENING REQUIRES A 1Z
DESIGN PRESSURE OF+50./45.0 PSF.
r r
FOR THE VERTICAL MULLION: N rn
1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=106"AND THE OPENING WIDTH IS 35+36'+1'=73.REFERENCING SHEET 25,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8°AND WILL W U) W mo$o
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 8
IL
SEEDETAILS, FROM TABLE 3A,SHEET 7,THE VX 2.76'X.376"MULLION(LENGTH=108'•OPENING WIDTH=S07 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+F16.1 PSF Of
Y
MOLL WIDTH-• SHEETS 23 'AND WOULD NOT BE SUITABLE FORTHIS APPLICATION.
1-. N
FROM TABLE 12A,SHEET 18,THE 2'X 4"X.260"MULLION(LENGTH=108',OPENING WIDTH=80")RASA DESIGN PRESSURE OF+/.K7 PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. �_gg izOR
FENESTRATION DErAJLs.
3 SEB sBECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36-+2-=74-, �+74",NOT 73"AS PREVIOUSLY 0_$ ,6 'I w
pR0IX1CT9 S1tEETs ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCT REVISED
APPROVAL 24 THE 73"DIMENSION(35-12'+35-1/2'+2'=73'). Ms aornpNing with tho Florida
Dulr — 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 GGooddo
CONCRETE HEADER AND SILL ARE S"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. 77.0630.01
VER MULL" , - USING THE STANDARD CLIP WITH(6)3116•ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-11r ONES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND Expiration Date 05/2612021
LENGTH
"-SEE BY
SEE THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
La SHEETS 2-4 u
DETAILS, DETAIL E,
9 SHEET3 FOR THE HORIZONTAL MULLIONS:
OPENING o7 61Iom o Product Can ro
HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.260"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHERFOR
MULLION TYPE COULD BE CHOSEN.
MLIL ION 1)THE MUWON LENGTH IS 36'AND THE OPENING HEIGHT IS 32°+72"+2'=106'.REFERENCING SHEET 26,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE OW
USED.FROM TABLE 12A,SHEET 18,THE 2"X 4'X.250"MULLION(@ LENGTH-4r,OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
SEE
DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTif Y AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" 6
SHEETS 'ffWIDE.IF THE MU WON CLIP WERE TO BE CENTERED WITHIN THE S",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH
23 (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 11 I I I I I
r W, ANCHOR CAPACITY OF 621 LBS.
aQNY LYNN
aSm.HORIL 36-,NORI2 4)FOR THE U6LIP IN THE HORRONIAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR ;�a� �LOENSF
MULL LENGTH MULL LENGhi�'III CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,,FORTHE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE z .. ,
OPENING mDTH FOR VERTICAL MULLANCHORANCHOR TYPE IS A#12 STEEL SCREW, :.�.: No.5870.5•
a
FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS;
464.7 PSF FROM THE VERTICAL MULLION;
+/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; N %O SATE F r•• �
+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION) ® .tV'••• a 6G/
THE LOWEST DESIGN PRESSURE IS 41-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. � ���5'•.��R1QP••'•G,\?�� y
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ��S�ONAL
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A LYNMIUA ,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705
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EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/IRLANGULAR LOADING m ry
PW PW PW
SH/DH SH/DH SWOH SHIDH i PW PW y N
1UJ 0-
0
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I 8 mco
MULLIONSILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MUWONS i /t� / K
HINGED O
DOOR
SGO Z U
I LOADING OF VERTICAL MULLION uNi ?,w
PW ' LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION d 2,
I n
il-- � 1
PW I g y ¢_ M CD
PW PW PW S O ? � o
SH/DH SHIOH SHIDH SHIDH ¢ O Q
SHIDH
/ 4 /
PRODUCT REVISED
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION os eom I ng with the Florida
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION NoA-np Codi
i PW PW � HR � � / Nop-No. 17A630.01
I Expiration Date 05/2612021
I
I LOADING OF(2)HORIZONTAL MULLION$ LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL DY
I
MULLION 611a�e Pro uctPro u
I
P HINGED PW PW I NOTES;
DOOR
1 1)DRAWINGS ARE
i RERESENTATIONS OF TYPICAL
•j PW CONFIGURATIONS.
I PW CONFIGURATIONS NOT SHOWN
MAYBE EXTRAPOLATED FROM
00 i THOSE SHOWN.
7
n j 2)IF THE LOADING TYPE CANNOT NED.USE � pNy LYNN ��i�
(Gv 1 / PW
RECTANGBE U
LAR ILAR LOADING. � �r' �VCENSF'��(��
PW I
3)SEE PRODUCTS'APPROVAL FOR `�•; No.58705
/ ACTUAL ANCHOR LOCATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I [� a '�O•••4
••�`
PANEL OF HINGED DOOR IS NOTCAPTURED ORANCHORED WITH INTERSECTIND HORIZONTAL MULLIONS I
SGq G IVC t
41
LOADING OFVERTICAL LOADING OF HORIZONTAL Al
MULLION MULLION Al 70 P.E.
FLIL P.E..E.#8 688705
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