HomeMy WebLinkAboutProduct Approval (2) IAM I, ADE ,,I MIAMI-DARE COBNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miumidadLgov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under-the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall'not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion---L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C
dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: ".Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATIO14 of tbis 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. I£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
MtAMI•DADE COUNTY ff Expiration Date: May 26,2021
'`( ° , Approval Date: November 09,2017
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NDA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer,signed and sealed by Anthony-Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NDA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and with FBC 6" Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
L Miami-Dade Department of Regulatory and Economic Resources(RER).
C, It
E. MATERIAL CERTIFICATIONS
1. None.
Jorge M.Plasencia,P.E.
Pro met Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
PGT Industries,Inc.
ATICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5" Edition (2014) and FSC-6" Edition
(20147, dated 06/22/17, issued by manufacturer, signed-and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller;P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
i
t
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g
1
i
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 i
s
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION,TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE She e
EVALUATED By AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD SUCKS IF USED, GENSRALNOTES
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS....................
ELEVATIONS...».,..._.._.._...........1
FIGURE t MULL TO 2X WOOD
MULTIPLE —OPENING WIDTH FOR VERTICAL MULL ARCHES TOSE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS,MULLIONS TO
MULLIONS HAVE BEEN TESTED AS'FREE-FLOATING' DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS,BUT SHALL MULL IX&MASONRY2
INSCRIBED INSIDE INSTALLATION NOTES...._..._.__2
ISE DETAILSREGTANGVLM OF MORE THAN 1/4FROM THE CLIP. MULLTOMASONRY................3
� 'iD,G,H; SNAPE MULL TO STEEL STUD.--.--.-3 cli
SA MLL24 THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIN DLOADS CORRESPONDING TO THE REQUI RED MULL TO MULL......................-3
3) USED ALTERNATATE CLIPS,..__..__.4 0 U)
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN. 180.THE 1/3 STRESS INCREASE WAS NOT
BAY MULL iNs-rxLLA;6'4_. ...4 Z
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. .125 LU
--b IX2X MULL SPECS.--.-..-.5 0
rir X 2X.376 MULL SPECS— 6
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 11 X2.76 X.375 MULL SPECS..-..-7
INSTRUCTIONS. M)
X 3.125 X.500 MULL SPECS, z
SEE rI r--u ILI
5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES< X 4 X.12S MULL SPECS_j........�10 m C,—
X_�TUBE
4 X.376 TUBE MULLSPECS.-
A DETAILS II
SEEDErAtLS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER co LU
SH
EETS 24 !LA- A THRU G; ONLY*nVO ADJACENT UNITS AT A TIME WHEN USI NG THE DESIGN PRESSURE AND AN CHORAGE TABI Eq.THE,LOWEST DESIGN F- co 0
SHEETS 24 125 X 3.138 X 268 MULL SP 12
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 1.25X X.100 MULL SPECS..'-13 dILII
VERT. 25 �) 'd
OP"N"'D 1.2SX33.25 X.624 MULL SPECS.-.14 9 Z UJ z
HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABUE(S} 125 X,194 X.624 MULL SPECS..15 OR
MULL FOR 2 X 4 X.25 MULL SPECS-__..18
LENGTH HORrZONTAL
7)ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 8 X.25 MULL SP ECS_..._.,17 ]z
SEEDE7174LI2, LL 1.28 X 2.11 X.126 MULL SPECS__18 L
S BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED CR CORROSION RESISTANT 11 < U)
HmT3 30'X 325 BAY MULL SPECS 10 LU
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 45*X 32.5 SAY MULL SPECS.._2D
Z Z
REACTIONS. MULLION&CLIP DIMENSIONS_21.23 6 F_<
Z�z
EXAMPLES 1&2.................------24 CL No
FENESTRATION 8)REFERENCE.,TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NONS LOADING EXAMPLES __25 �2 9
PRODUCTSMAY w cn
EOFAMTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING a W
MANU
MUSTSEFACTLIRED I-CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH a z U7 (D
LU
A7LBYPGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. _<
0 Z1.
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ 'O
U),co
00
/BEG 9 a: Of
HORIZONTAL D'
DETA%H;ILS 1)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING A
A-
MULL SHEETS 2-4 W[DTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. PRODUCT REVISED
LENGTH HCRIZOWAL as Badding
with the Florida
_
MULL — 'lda.' ode
LENGTH INSTRUCTIONS: NOA-No. 17-0630.01
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(L]38/FP FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Rat 0512612021
t--HORM MULL LENGTH----I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S$FRAME DEPTH. ffilarot-rde Product Control
LENGU. OPENINGWI&H-1
TH�_ _1\ F.L / 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR!OR"TRIANGULARTRAFEZOIDAV.
OPENING 4)FIND THE CHOSEN MULUOWS MULLION CAPACITY(LBSIM FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING
HEIGHT THE MULLIC,
if FOR -"7 N TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE
OPENING LL HoRv VERT. MULLION CAPACITY MS/FM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSM FOR THE OPENING OBTAINED IN
HEIGHT LENGTH MULL v MULL STEP 1). 41i,
5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE
L L LERG H REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
SINGLE MULLION SINGLE MULLION 400RPVEiRMW)T L 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE LYNN( "/,
l3tV .!N(
ICAL MU` ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ..........
CIPEH�NGVA. %CE
,CALMULLL I , I
FOR VERTI, CAPACITY IS MET.
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7,k]F THE MULLION CAPACITY(LB&M OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LOSIFT' FOR THE No,58705
FROM FIGURE I ABOVE
OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
CODES I STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
*2017 FLORIDA BUILDING CODE(FEC},6TH EDITION Z
.2014 FLORIDA BUILD M EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION % ATE OF
ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY ILBS/Fr-)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIREMULLED FENESTRATION:ALLIMINUM DESIGN MANUAL,ADM-2()Ui PRODUCT ASSEMBLY.
•AIS)5100.12 L
-AISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NCA TO APPLY FOR A PERMIT. A.A�N MIL LBP;'�.E�
FL P.E.#58705
4.
DETAIL A: DETAIL B: MuuJON a o
MULLION TO 2X WOOD BUCK M nL1ON MULLION ATTACHED TO 1X BUCKSTRIP rO.ANCHOR E
OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE, ?x
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) eyoTxERBNT SEESEETABtES18-133 E
" 5EE NOTE t. 41 LON
I MULLION I SHEETL `o U
I ! SEE SHEETS eb I MIN 2.7 KSI .': EDGE W
EITHER THE 7 I I 21.2FOR HO e 4 I I 1 CONCRETE OR CMU' i 1 DISTANCE, 1
STANDAROO I' ,I h--FSEE SEE TABLES
CLPMAY BE a 01 CE EDGEo ° e EDGEDISTANCE1B43B
INSTALLED HY d a < I
FC
TANCE c I ANCHO SO�� cu LU a C)d
TH}S MElHCO. SCREWS n I i I 0: CO coM
E260MAXFOR 4• a SLOE VIEW LU
ALLMULUONS d'. i M- O co 0
' ai - q - a EITHER THE cG F..
STANDAROOR 'Z Ud X Q
4 EXTERIOR a N9TALLEDBY f- O
aa
.a d' EDGE
THIS MEi}iW F ...1 N rs
° ti a, 4 DISTNCE
FORz
MASONRY a na ad Q Z N
a THE OFFSBT CUp IS ANCHORS SU- m cp
RECOMMENDED WR a. t~j� $ RC1 mCt
EXTERIORLLI
n d FIN-FRAMED U J w a
WINLIOWS,BUf MAY _ _
ALSO HE USED FOR 4 +N Ia.- ^„2 s�
OTHER FRAME TYPES. l7D
= U z Q aS
a� z O 0
_ m0
TYP.ANCHORTTP.ANCHOR U
TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, S J� o�rc•-t
PER SUBSTRATE, SEE TABLES 18-163 - SEETABLES 18438
SEE 7ABLE51&t6H REVISED
DISTANCE PRODUCT �
DISTANCE BVCKS7RlP as Complying With the Florida
SEETABLES AND Bull ng Code
18.138 T ATTACHMENT NOA-No. "17-06130.01
HMHEOMEtdT BUCKSTRIP
�•.::" 3YOTHERS,
AND EMBED't NT• - SEE NOTE% Expirativato05126/2021
ATTACHMENT
SY OTHERS. SHEET 1.
••t' SEENOTEI,
.i• .y S.I. < - ,•�
•'• Mlaml- rotluctControl
• MIN2.7 KSIOONGRETE OR CI9U '
SIDE VIEW FRONT VIEW
FRONT VIEW
INSTALLATION NOTES: �
i
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO• 4 471 I 1 I 1 1!I I
2}QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \�� N N
......•
, ri
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE ��`• •' �
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �`��Sl;:• LiCENgF .C((p
FOLLOWING SHEETS.FOR DETAILS A-D.EITHER THE STANDARD OR OFFSET CLIP MAY BE USED- 40cL 58705 '
*: -*--z -
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HIXHEAO OR FLATHEAD. -�i ��.Jf JJ•'�
GY
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. ='T3••, T', w
%DPN.• 5 ATE
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTYAPPROVED OR
ELCO
ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRY ANCHORS.
A.LYUt U!1'LLER,P.E.
FL P.E,#58705
.. r
DETAIL E:
DETAIL C: —I .12sMw. MULLION TO MULLION a m
MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: g s
_ MULuaN (U CLIP)
MASONRY STRUCTURE
1)IMAY BE INSTALLED IN'fEE'OR'CROSS' �� o
(STANDARD CLIP SHOWN)- INTERSECTIONS,
V IES O
2)MAY BE INSTALLED HORIZONTALLY
TTP.ANCHOR (SHOWN)OR VERTICALLY. "
!
EITHER THE i PER SUBSTRATE, N t
STANDARD OR j SEE TABLES 16-138 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 }
OFFSES MULL i 555777 TOP VIEW FOR CORRESPONDING MULLION. C3 fn yLUv
INSTALLED @Y I I @ e EDGE DISTANCE MULLION a LU
THIS METHOD i t t if$ 1
t i. FOR MASONRY VARIES u1 x •
ANCHORS -�'-�t � -j u}
Al2STEELSCREWS, Z) ,
_ I SELF-DRILLING OR PRE-DRLL w m
MULUON AND USE SMS m m O a
EXTERIOR °" G g MULLION
z t° wUT
EDGE DISTANCE t: a THE OFFSET CLIP IS i U O
FOR=NR7 ,p, RECOMMENDED FOR / `4 Z
a\, FIN-FRAMED L CLT
I-CLIP CT(ON
ANCHORS WINDOWS,BUT MAY U � m 1
8 ALSO BE USED FOR �L =' ¢z
OTHER FRAMETYPES, EXTERIOR = Q z r„ S
TYP.ANCHORa G ` o
// SEE TABLES B•13B 4 L9Q 5 z.i
/ TYP.ANCHOR SEE SHEETS 21-23 FOR q r B p Sp
!/f BUC!(STRIP PERSUBS7R m' HOLE LOCATIONS CL o
AND SEETABLM 18-138 FRONT VIEW EDGE " W --I
ATTACHMENT DISTANCE N Q X X
,�.- BY OTHERS,
TABLES N
SEE
SEE NOTE i,
SUB IOMENT _ SHEET 1. t 18-13@ (� z Q d
}� ., .• .. EDGE } d z,A(n d
•'' ."- ,' DISTANCE a 5
MIN 27 KSI CONCRETE OR CMUSEE
MIN 23 KSI C(�'CRE7E OR CMU GABLES SIDE VIEW cQi F �ea
FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED
MULLION ATTACHED TO as comp)yying with the Florida
STEEL STUD Building Cods
(STANDARD CLIP SHOWN) NOA-No. 17-0630.01
INSTALLATION NOTES: STRUCTURE P-xPiration Date 05126/2021
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR BY
A PER SUBSTRATE, Mlam D e Product Control
SBETA@LES 15-139
" 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION A, �^a. SEE SHEErs
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE
FOLLOWING SHEETS.FOR DETAILS A-0,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. � LOCATIONS
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. „` MULLION
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET, n
� t
5)FOR
r
ELCO UMASONRY TFlACON OR ELCO 1t04NS .S.AGGRS IN I-DADF COUNTY,USE ONLY EGATOR MASONRY ANCHORS. FOR
COUNTY APPROVED DISTANCE � l�N/��
FOR STEEL STUDS THINNER THAN SEETABLES \ Y LY /I
'16 GAAND FRONTVIEW CODEA2XWOODIBACKERMUSTUSEJLOING 16138 ��,t�`.• CENSF �(e
ATTACHMENT BY OTHERS. " •,.xy o
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW `*: ..S870
NOTES: f
;:-0 t 7
1)FOR 2X W000-BACKED STEEL STUDS,WOOD 17
ANCHOR VALUES MAYBE USED. "'�T F �`
2)SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20,FOR QUANTITY OF SCREWS, /CX/ i�R)Y�.E.
FL P. 58705
58705
i
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W QI
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP), (ANGLE CLIP) (ANGLE CLIP) o
�A a
SEEDETAILSA-O,
SHEETS 2 AND 3 FOR INSTALLATION 30.OR 45•
TO SPECIFIC SUBSTRATES. BAY MULL 41
MULL ON
s U
0 0 Z w
O O O O O O O O
tsI
TOP VIEW s" p
SIDE VIEW1 i LU U o°
saowNMmr1 rx rx azs, TOP VIEWq3 Uj
cn
MULLION I I I f=.. Z (0
.EXTERIOR I i i PER SUUBSTRATE, O s
1 I SEETABLES 15B OR 15B Z V c =
I 'TVP.ANCHOR i i ap
STANDARD MULLlONCLIP 1 I I I j N ° Z
MODIFlEOTO FR FIELD i PER SUBSTRATE EXTERIOR
CONDITIONS. I SEE TABLES TS-14B I I Q er-• i
t 1 I i I 8•X5"ANGLE CLIP. Z Q@ 1
I I 2 PER MU.LtON END,MUST BE Qp Z N r
MULLION 1 i I I INSTALLED INSIDE OF DAY MULL F,U h:0�d0 I
2"x5•x.125" a F y x
II I I ANGLE CLWMULLION2 PER Z ¢ O O I
I MUST INSTALLED r&�
1 I I INSIDE OCF MUL
o A
'�,_TYP.ANCHOR b PROA ST REVISED
PER SUBSTRATE, as complying with the Florida
SEE TABLES 18-136 Bailding Cotta
,may INTO WOOD NOA-No. 17-0630.01
INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR R MASONRY Expiration IIato 5126/2021 1
ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR —��. —}
EXTERIOR Mlalal-Djs Product OonST
v31W'tOE '�- �•��
2
PER
ALU
INTO WOOD.STEEL 1 I
® ML CMU ORM430NRY
EASE
DISTANCE
PER z f
ANCHOR
EDGE �—------($? 1 i l
Lu
PERANCHOR NOTES FOR INSTALLATION OPTION G&H: Imo. �.��D�%Y,L.Y1vN41 ,
NOTES FOR INSTALLATION OPTIONS E 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION.
2)DETAIL G:SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 2123 FOR HOLE O ,.
1}DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2fi'X 2,11'X.125"MULLION. LOCATIONS * ND.58)05 t
�_-'0:
2)SEE TABLES 18.138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE $ "0 `•��V\\\WAT,
7 �"'
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. 9 �0.p R
o A.LfNNIMRELa P.E.
O FL P.E.Ii 58705
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TABLE IAS
ro
Mullion Capacity Table bsHt �'d
Opening Width(Iervertica)-spanning mullions)erOpening Hetghf(fort01m11tDi)y-9pam(rg muNors) ppC o
501. Got. 70 in 80 in on in 100 in 120 in 140 M 160 In o
Rectanauto Trepnnam. Rectangular TaPRdang Rectangular TmIlm ng, Rectangular Trap77dang. Rectangurar Tapilifang. Rectaa9Wer TrapRdaV, Reotangutar Tr3.pm..og Rectangular Tep/Tdang. It"taogolar Tnp+Mang.
1 x2X.125 ,I.-M0 Loadutg LaaMg Loadn9 Loading Leadtog I.oadtn9 Loading L..dng Leading Loading La&dng lgsdir�g Loading Loading Loedin0 Lv9dN8 Loading It
Alum
.Tube .z° r a n g x ,P r r x 2• .., a .-. • .. £ ,r ,� a t^ & g p x a .z• A ,�
M.
rye aQ7'�' sb W w.
pra
2
d`
� o LU
421n 111,9 408 7295 332 93.2 408 115.5 325 79.9 408 107,8 321 %a 400 104.4 319 621 408 104.4 319 55.9 406 104.0 319 46.6 408 104.0 319 39.9 408 104,0 319 3&0 408 184.0 319 uWj r 2
4
rq
481. 74.9 312 83.8 258 624 312 73.4 252 53.5 312 67.0 248 48.8 312 832 246 41.6 312 61.3 244 37.5 312 61.0 244 312 312 61.0 244 26.8 312 87.0 244 23.6 312 81.0 244 (n
50.6251. 63.9 251 706 234 512 261 61.5 228 45.8 261 SS,7 224 39.9 281 521 222 35.5 281 60.1 22D 31.9 281 49.3 219 26.6 281 49,3 219 22.8 281 49,3 219 20.0 281 49.3 219 ' S
F
54In $2.6 247 57,6 207 419 247 49.6 202 37.0 247 44.8 199 329 247 41.5 IBS 29,2 247 39,4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 193 16.4 247 38.1 103 � W O rq
C 60 N 38.4 200 41.2 170 320 200 35.4 163 27.4 200 31,5 163 24,0 200 28.9 160 21.3 200 27.1 159 192 200 25.9 157 16.0 200 25,0 150 fes.. m (CQ 0th
63 in 311 181 33.3 73S 27.6 181 30.3 152 23.7 181 26.9 149 20.7 tot 24.5 146 18.4 181 22.5 144 16.8 181 21.7 143 C) z
z
68 to 29.8 16S 30.6 742 24.D 165 26.1 739 20.5 166 23.1 136 18A 165 21.0 134 Z L) �u
721. 222 131 23.3 Im 18.5 139 19.9 118 15.0 139 17.5 lie W � W
731n 18.9 125 19,7 109 15.7 1251 1-
16.6 18T• Q co aZ
-------
73In 17.5 118 182 104 T w-
2 ~~ � Q N
TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: GS F, Z
Anohor Capacity Table b9 ANCHOR OAP.,,,,,,,, OL LO 8 O 0
SuOsbaie: 2.7k Concrete 3.3kGana. Na9awCMU Filed CMU PT Weed Mate (DP,,,)X( }=ANCRORCAP.- ^ H o
MULLION CAP. ,,,,,,
AnoOvrTYPn 31f8^Deo Ult2ew, Vd"Elea Uftmcm Sr16'Dco 3/IV Me U roe,; 1A'Eka UlOaem i/4'SO Ebo S13'Eko tM'S9 Fico #19 5teet 9f29(m onem(5 cv W X Y Y
An ch or Clip Patterns Linoon AggmGalar 10raom Aogm(Star 8arew(GS)screw(OS) screw(G5) USE THIS FORMULA TO OBTAIN T14E'ANCNOR D- N C �
Edg.astor.efioX I- 2•V4' 1• 2-IW 3-16' P 2.120 1. 2-117 2- 3418' 2' 0.48^ 0.54^ D.324' CAPACITY REQUIRED'CORRESPONDING TO AN x
Emtedment(I, 7-314' 1.314- 1.174' 1,VC 7 i-V4' 1.114^ 1-T74' 1.174' 1.11,0` 1-114- Y Isis 1,W tunes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors 04.75^Min.O.C.f Stannic ar Chat(yip¢q.1): 390163 390Ibo 450 R. BOO Ibs ANVA
27016. 1200163 3541, 7401M 374 I 664 In 94816. 341 a. 442@. 58010. OPENING,WHEN IT IS LOWER THAN THE MULLION � D-�� Zm01;p
4Aact.13®1.14 Min,O.C./Standard(WO0se0 CIO(Ff9.2); 4801" 700@+ WA WA NA 380 nos WA WA WA WA WA 662Im 885ID, 1120 Rea CAPACITY THE TABLE)OF THE SELECTED d Z M m
4At IZF@3^Min.O.C./(2)2k5Angle Cepa/(Fig.3X 7ED Ibs 7808. 6BO 1. 1660@3 540100 500Rea NIA 7601bs 74816. a80 lbs 1892lbe 692 r. 8851be 1120165 MULLION.IT WILL YIELD A MINIMUM ANCHOR e�S 8� �
2 Aeabore 0,45•MN.O.C.I tl-Ctip,Rita.125^ABrm-(Fig,4X WA WA WA WA WA WA WA NIA WA NIAWA WA NIA 715 to. CAPACITY WHICH MAY BE USED TO QUALIFY
1 AncbON F4aip(Flp.SX 185 fos 19510. 22s ffis 445 lbs 822163 13 Ib 140 too 177 to. 37010, 1811tH 33210, 4731D3 111 IN 82tlbs ze0 roa ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED
2AnM01aI.16'Min.O.Cf FLOPffb.oX 240 tis 35o Ib3 WA WA WA WA /90 ffia WA WA WA WA WA 34116. 4421Ds 580f0c ANCHOR CAPACITY TABLE as complying With the Florida
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CLIP. ButtdSng Code
NOA-No. 17-0630.01
Expiration Date 0512612021
By-
FIGURE
FIGURE I: 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. f--
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 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. 1 t t
ANGLE CLIP MUST BE USED IN PAIRS. .125' Y LYN
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED �
��� _L..IV
',),ONA•'• CENS••-•{
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOpSHALL BE PRESSURE-TREATED
FIGURE 4: FIGURES: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALLSE 6063-TS AND BEA MINIMUM OF.125`FI Q•' •:�..�
O _ THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT P X2'X'.125'MULUON N..58705
]1 LEAST.125'THtCKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LF14S7 3 SCREWTHREADS BEYOND
-1
® THE MATERIAL#10 ANCHORS INTO W000 MAY BE STEEL,16.8 S.S.OR 410 S.S. �^
ATE F
A%
bNAL
A.LYrkNM IUIIEI,P.E.
FL P.E.#58705
w .
i
TABLE 2A
MuMon Capacity Table bsNe 3 Ae
Opening Width(for wriraWspaming mdrions)crOpenlag Height(for corizoraally-spann!g mullions) C o d
501, Gob 70 in Bp In 90 in 100 in 120 In 140 in 160 in 0
Rectangular Trap'7darg. Raclargular 7ap'rde0q. Reatanaai.r Traprrdmp, Reclang.b` TmrYidatg. Rectan9utar Trap+TnerO• Revta:gutar TmpT4arg. - RectanyWar Tiai'+'fr1ag. Ra<tangmar hapTr RaciatgNOr 7raptitre�. < t=
I x2x.376 Loading Laadllg Looding Leading Lcatlitg Wading Loading Lwcflna Loading Evading Ladling Evading Lvadkg Lowing Loading Le[no Laadhg Loading eM U
Alum.Tube . . . r v,. �• A L., x r x_ x x a A m^ ,� x ,a �` 2a u x z' x x w i
Mahlon �.. � s.g ax a g.s s '^ a a G >�.� a ..� �'e N
a$ Sa u$ S So 3 3$ S 9 o S 8� e cR ry t3 t S� c coo Sc o
s� 5 � � LO
s� z � w I
ya o w
426 770.0 62D 770.0 435 151.3 582 1700 478 729.7 662 1700 606 713.5 662 169.5 598 1008 862 1889 $17 80.8 682 168.9 517 76.7 682 18139 517 848 862 1680 617 56.7 662 1869 517
481n 121.6 607 1360 419 101.4 507 119.2 410 869 507 1087 403 76.0 507 1028 399 82d 807 we 397 eas 507 99.0 I 396 607 5D7 99.0 396 43.4 507 99.0 396 380 $07 99.0 396 �
611.625 In 103.7 455 114.6 379 85.4 458 1 09.9 371 741 456 90.5 a,4 648 458 134,6 360 67.6 456 '81.3 367 VLa 456 Boo I 356 432 456 80.0 366 37.0 456 800 858 324 456 ea0 3561�- cG LL d Y
54 In 85.4 -000 83.3 336 71.2 400 80.8 328 61.0 400 727 322 53.4 400 67.3 318 47.5 400 64.0 315 427 400 62.3 1 374 35.6 400 61.8 313 30.5 400 61.6 313 28.7 400 81.8 313 m tl
S' 601n 623 324 66,9 278 51.9 324 67.5 270 446 324 51.2 264 38,9 324 469 260 34,6 324 43.9 267 31.1 324 420 255'26.0 324 40.5 253 222 324 40.5 253 19.5 324 40.5 253 LU
L 63 b1 63.8 294 67.4 252 44.8 294 492 248 384 294 43.8 241 36S 264 398 237 MD 294 37.1 234 26.9 274 312 232 224 294 33.5 230 19.2 294 33.4 2'A 16.6 2$4 33.4 230 cG z
c 66 b 40.8 268 49.6 2'0 39.0 268 424 225 334 268 37.6 221 29.2 259 30.1 218 260 268 31.6 215 MA 258 29.8 212 19.5 769 Me 210 107 268 27.7 209 745 208 27.7 209 Z � Q
Z y ms x
72M 36.0 225 37.9 196 30.0 225 32.2 191 2547 225 2aA 188 225 725 25.6 IM-20.0 225 23.5 182 18.0 225 221 180 16.0 225 20.3 177 129 225 19.8 170 1t3 226 %6 176 � DS ,g� �U
761n 30.8 202 -320 177 255 202 27.2 173 21.8 202 23.9 170 192 202 21.5 107 17.0 202 19.7 165 163 202 18.4 163 126 202 16.7 160 10.9 202 169 158 9.6 202 IMM 158 F- 0. l3 19
76 in 26.3 192 28.0 168 236 182 25.1 165 20.2 192 72q 162 17,7 1a2 19.7 759 167 192 78.1 157 14.2 iP2 !fl8 755 i1.e 792 76.2 152 10,1 192 14.4 161 8.9 102 142 180 j Q _7 r"`
Sotn tab 144 19.0 125 154 144 16.7 128 J r
661n 162 127 168 113 Cl ~ _ z
�a � z
Q. n ao so
TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA: *• rn 'i S
AMn horCapagU Table s ANCHOR CAP.,,.,,,,, cc'i ill X y
substrate: zrr concrete 3.61c rima, NOIbW CMu Fmed amu RT wont Ma51i (DP)X{ }=ANCHOR CAP.,m. It
MULLION N
5116'Elm 1I4"BS Eloo Jf e`Elco 7/A'9S Elvo p10 Steel Bt2 Steel C72 Bteel F. F-• >
AmtgrType• 3tl6"L'oa L412CDn 174"Eko Wvmm Eko Utr4<wn tx'Etw Uttravm T U X Q 3
Ancltior Clip Patterns tpuamn � A90tetzatcr t116aca1 AgpeGalor Screx(GSy scre•W(as) Sa;aW(05) USE THIS FORMULA TO OBTAIN THE°ANCHOR O a Q
Edge 6amnce Qn r 2-1/r t' 2-112 3-718' t° 2.12' r 2.1rr r 346' 2 OAA 0.54• 0.321" CAPACITY REQUIRED"GORRESPONDING TO AN rc d zr z mfA to
Emiedmam Q,k 1.37r 1-Y4' 1.3xe 1-v4' 2' tau sax" 11-1/4' 1-g4' 1.41r 1-7141 r 7-3x6^ 1.78° ,arta. ACTUAL PRESSURE REQUIREMENT FOR THE a g mO.0
2 Arch=@ 4,75'Mim O.C./SWOrd or Olhet CUP(Fig.1k Too 1ba 390Iba 450 01. 89e 1Ra 1644 16. 2700v 280 fba 3541ba 740 IW "374[be 664 rM 948 as 341 16. 44216. -60 Ib. OPENING,WHEN R IS LOWER THAN THE MULLION �� $a rvry�y0:
4 Anvhor4 91.15•Mtn.O.O.ISioneni WOetat)CIO ft.2k 460 241 700 ft WA WA NIA WA 380 tba WA WA WA WA WA 682 f6. 8858. I*q Ib. CAPACITY(FROM THE TABLE)OF THE SELECTED N a
4 Anchors®W Mh O.C./(2)2x5 Angle CBp./ft.3x 780 16e 78016. 6801 n 1560I 1896 IN 540 os 500 The NIA 760 W 7481h. 880 ft 18021b4 68216. e8S Ib. 172016. MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED
2Ara:twrs 00.45•MhD.C.I U3afp,hto.12F ALUM.(FV.4): WA WA WA WA NIA WA WA WA N/A NIA tUA NIA WA WA 71516. CAPACITY WHICH MAY BE USED 70 QUALIFY a5 comp!In with tho Florida
1 Anchn l F-0ip(R2.5); 195 ms 1D51bo 225 ba 44s ms 822 Ila 13516! 14o Iba 1771b. aro Iba 767 ma 332 Im 47316. 17016. 221 Io-, 280 tb. ADDITIONAL ANCHOR OPTIONS FROM THE Building compiling
2A1»bu.01.15'Mkt O.C.7 F-010(Fq.OX 24016. 3WIM WA WA WA WA 790161 WA WA WA WA WA 341 nx 44216. 5001b. ANCHOR CAPACITY TABLE NOA-No. 17-0630.01
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Mato OS/26/2021
Mlamh ad rl.duct"CantioT
FIGURE 1: FIGURE2 TABLE NOTES: '
0_ ® 1)SEE.. EE SHEET'S 2ET.4 FORGENERALGENERAL INSTALLATION METHODS,NS ON USING THE ES AND SHEEP 25 FOR INFORb1ATON ON LOADING. �--
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS ISALLOWABLE
FIGURE 3: 11
3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 1171 I I I)1/l/
® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2'000" /V
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �..•� 5 !Ll/��
ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L •3--7�6' .'!• �'13��
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-SO.WOOD SHALL BE PRESSURE-TREATED 1 y� No.58705 *Y
FIGURE 4: FIGURES; FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE6063-T5 AND BE AMINUUM OF.125'
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND•045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2'X.375'MULUON t __
LEAST,125°THICK AND ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %•?3 )�7��f'' /
p
THE MATERIAL/lidz ANCHORS
NCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. O�•.•�TE F W�
�''rS1Q1UAL 1���`•
A.LYNN MILLER,P.E.
` FL P.E.$58705
TABLE M
MuDion Capacity Table(lbsffe) .,
Opening Width(torvaitically-spanning mulicns)or Opening Height(for ho izontaliy-spar ring nuffions) to o
So In 60 in 701n 6o in 90 In 1001. 1201n 1401n 16010
Becton !a rials.[1174
n War 7F.prril g, Raclan far Trepfrft Retfa ar Tr4 d m Tro ^ O
1 x2.75X 94 �� g "g' bj) o ng ReeEmng oang 1&oan09"War Tr1--fang. Reoofter Tloadnng, Re4tanguar Traps dnq Ra..dmsr TtL.Jngg.
Loafing LoadrtgdnB Loafing Loafing Loadn9 Loafing LotlOng Lcadng Loafing Lvadng Lvocing LoadNB Loafing toadng LoadnB load'ug tmdng cx
.375 Atum. -
Tube c' tr 27 L '• D 2r '^ 2> a i• 2^ ,34.• b'
TAa16an n€ rs $ �• ga e a� € a a s.� € N
c_ ti S � " � FtY aT fi d s �€ s� OLL1
A21n 170.0 670 170.0 436 744170.8 478 270.0 868 170.0 SOB 170.0 $92 170.0 519 170.0 1116 170.0 621 Vol) 1240 110A 621 11)8.7 131)1 170.0 521 127.5 1301 170.0 S21 111.5 1301 170.0 621 Z
48 in 170.0 788 1711.0 5x1) 850 170.0 584 170.0 942 17p.0 630 170.0 1133 170.0 661 151.8 1139 170.0877 1Y.6 1139 170.1) 680 113.9 1739 170.0 6110 97.6 1138 170.0 680 85,4 1139 17¢0 68050,6'25 In 170.0 747 170.0 SE1 We 178.0 631 767.8 1032 770.0 681) 146.8 1032 77¢0 123 130.5 10.72 170.8 747 117.4 1032 17MO 758 97.9 1032 170.0 T86 839 lo3Z 174M 756 72.4 1032 170.0 756 C3S4 in 7180 707 770.0 612 907 170.0 691 1382 907 164,7 730 120.9 907 1525 120 107.5 907 145.0 714 96.8 907 141.1 710 60.6 937 140.0 709 58,1 907 140.0 709 60.6 907 140.0 709 ca O ry)
M LLI61)in 141.1 735 151,fi 025 #215
.3 611 .100,8 7J5 116.0 699 882 736 108.2 bag TB.d 735 89.5 483 70.5 735 85.1 578 568 734 91.8 574 SO.d 7J5 91.8 871) 44.1 735 919 571) I.-63M 127.9 $HS 130.1) 570 .5 557 87.0 668 98.9 547 782 666 90.! 838 67,7 886 83.9 631 80.9 666 79.8' 525 60.8 668 75.8 S21 43.5 Bab 78.9 621 38.1 668 75.8 S21 Z
G66 In 106.0 607 1124 $22 .1 511 75.7 607 85.0 507 682 607 77.1 4917 08.9 607 77.5 186 53,0 607 67.6 487 41)3 607 83A 178 37.9 6117 627 474 33.1 S07 62.7 474 LU 'mg
j 72 In 61.5 510 85.8 443 68,0 .0 431) S33 70 64.3 426 51.0 $10 57.94419 45.4 510 53.3 413 40.8 510 Sao 408 34.0 510 45.9 402 293 $10 "A 389 25.5 510 44.3 399 � 'r�,s fn� +,1 10
3 78 in WA 458 725 400 57.8 7 392 496 458 54.1 3115 43.4 458 48.6 078 38,6 468 44.6 373 34.7 458 41.6 368 289 458 37.7 392 24.8 45S 36.0 359 21.7 458 34.7 '358 1- J
a <L
78 In 04.2 435 67.17 381 53.5 .6 373 45.9 435 49,8 368 40.1 435 44.7 359 35.7 435 40.9 355 32.1 435 391 351 269 435 34.4 344 22.9 435 32.6 341 20.1 435 022 340 r
Odin 41.8 327 43.1 29D 34.8 4 285 29.9 327 31,8 280 261 327 28.3 275 232 327 25.7 271 2" 327 23.7 2M 17.4 an 21A 262 14.9 327 19.3 268 2 Q 1h z N m
90 In 34.4 287 35A 257 28.7 9 252 21.8 287 260 248 21,5 287 237 244 19.1 207 M.9 21)0 17.2 287 79.3 737 14.4 797 169 232
m p
a t!3 .4i o X
108 in 21)2 227 24.7 205 20.2 .0 201 17,3 227 160 199 15,1 227 16.0 795 O
•111 in 22.3 215 22.7 191) 289 .1 !81 LO
76.9 246 76.$ 188 a roY Y
(A
120 in 77.6 1114 17.9 1fi7
TABLE 3BANCHOR CAPACITY ADJUSTMENT FORMULA: L er Z OU) CO
Aneher Capacity Table Ubo ANCHOR CAP.,,®, „ 0. M m0 Q
su6s0ate: 1.7R Cwt de 3.50 C- 14.1-cMU Fllied CNt7 PTwooa Moiai {DP,,,)X }=ANCHOR CAP.,", 0 `9OZ
&16•EI.. 1/4"SS EkD 5116"Elco 7/1)•S9 Elm fn0 Stttl 512 Steel 912 steel MULLION CAP.,m,,,,3,
kw-Type: 3118'Efeo Laketon 174'Elm UQrdtm 3116•'Elm elks. 174"Elm Ut..
Anchor Cflp Pattems LR[r mn ARW.QIW U16 A9910Detor aaeur{D5)a.m.tos) screw IGS) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED
Eggs Dlnlame(in): V 247 1• 2.17 3.1/8' 1• 2'112^ !" 2.1/2' 2• 3.1/8• 2" 9.46^ ¢.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida
Embedmont Y i-3r4• 1-w 1374• 1314' 2" 1M74• tato• 1.114- 1-ltd" 1.1/4" 1-1/4^ 2" 1378• 1318" te8tt ACTUAL PRESSURE REQUIREMENT FOR THE Building Caade
2Anchain@4.75'Min0.G7Stendwdor0hetG .(FI9.1): 391)165 3m he 450104 $91)are trnb m. 270164 281)m. 354 m. Tao l6e 3741. s6a ms s4aibs 441 roa a4x1m too ms OPEN ING,WHEN CT YS LOWER THAN THE MULLION NOA-No. '17.063q,01
4 A-h-Q 1.15 Mtn.D.G I Sianaazd(ar0ceeg We IFS 2F 460 as 70D 904 WA WA NIA WA 3801cs WA WA WA WA WA 682166 885 toy 1120 Its CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Amh-@ 3•Mn.D.C.r(2)2x5 Anna Gips I M 3$ 700 On 780 be 68016. 15601bs 1890 Ira 5401M 6601b3 WA 760165 74816: am v- 1692165 682 Ib 8851bs 1120 me MULLION.IT WILL YIELD A MINIMUM ANCHOR tExpiratton Date 0512612021
2Amhots@0.4Y Mint D.C.lt7Llip,tffio.t25 Alm+.{FIB.4p WA WA WA NIA N/A WA WA WA NIA WA WA NfA WA WA 71605 CAPACITY WHICH MAY BE USED TO QUALIFY B __
1 Anchor/F CIIp(FtO.S): 105 lbs 1951bs 2251bs 446 be 822164 135165 140164 177!be 370,100 187164 3321bs 473 ft 770165 227164 700 ms ADDITIONAL ANCHOR OPTIONS FROM THE MiamL-0a Product Control
2Arwbas@1.15'Mtn.D.CI F-Gty 1Fg.8}: 2400. 350 be WA WA WA WA 100 the NIA NfA NIA NIA WA 341 Ibs 442164 500@s ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS-THE STANDARD CUP. (:`)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: TABLE NOTES: '`.••/
� � � � -•'� 1.000" r•-'
® 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.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. tN qNY LYNN 't,,
FIGURE 3• 3 " 2.760„ ��.�•'LICENSE
MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23,
Q HOLES TO BEORILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, `
ANGLE CLIP MUST BE USED IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED L375 7J - (2
FIGURE d: FIGURES: FIGURE 6: O•• 7
YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 646375 AND BEA MINIMUM OF.12S :'f " �'-, � F !�
--4�--� THICK STEELSTUDSSTO BE AMINIMUM AND A36.ALL ORS INT METD.045-AL SHALL EXTECK ND
AT LEAST 3 SCREW THREADS
STEEL TOBEAT S� ''•fi<ORtpP,,••'
POO THELSMAT RIA I#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR LEAST
S.B. TMREADS BEYOND 1"X 2.75"X.375'MULLION �ONA4
A.LYN MG,P,E.
FL P.E.#58705
1
TABLE 4A o �
Mullion Capacity Tablo IbstW -2
Oponing Width(for veNralty-spanrdrg mdriore)or Oponing Height(for hari7crda*spaming muli0re) �t ¢
50 in WN 70 in 80h I 901. 100 in 1 1201. 140 In 160 in
1%2.7bR RecNngular Trap/Tdang, Ftalan0u1. TmprTdang• Reclen90. TiedT0w Rectan90 Tp . Realangul¢ *.Prrd.ng. Ractaegld 7taplTrfong Rectangular 7fap V-u. Reetanoular T.pIT4.g. R ectengr9er TinplTdong. Esj
loading Loading Laadne Loading Loading Loadng Lowing Loading Loading Loadn9 Loadng Leo In9 Loading Loadne Loadng Loadng 1aadn9 Lpedrg ear
.650 Alum.
r x x x r x a r r r r r x
Tubo 3 ., m -.- a,. -. •FsA a•. A m ns
MuliiOn ac a o $ s.a $ $ 0.8 a 8 $ B B N
� � a �� �� a eG �� �� o a� 6� z} � £�
v v o v v o v v d v o v v v v v vq v v v u v 4i o v v v v u v u v v
`o� to a� _� n _ s $� c� €�� i `_� s5 s� to bB �"�� to 5� <$ �cU H
'�. �rc E Z LL
O W
w 2
421n 170.0 620 170.0 435 170,0 744 7740 4711 170.0 668 170.0 506 170.0 992 170.0 519 170,0 1118 170,0 521 170.0 1240 170.0 521 17CO 1488 170.0 521 158.7 1820 170.0 521 138.8 1620 170.0 521 J 0n
481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 680 1063 1417 170.0 880 y 7 U)
50.6251n 170A 747 170,0 563 170,0 39S 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 16ZB Me 170,0 747 146.3 1286 170.0 756 121.8 1288 170.0 756 104.5 1786 170.0 750 91.4 1286 170.0 758 9 lL O
54 in 170.0 707 170.0 612 170.0 SW 170.0 691 170.0 1110 170.0 7`51 150.7 1130 170.0 803 133.9 1130 170.0 837 120.8 1130 170.0 B58 100,5 1130 170.0 061 88.1 1130 170.0 A61 753 1130 170.0 8(11 ? M W
60 to 170.0 865 170.0 701 1465 915 162.3 761 1255 915 144.5 746 100,8 915 1323 735 97.8 915 123,9 729 87.9 915 118.5 720 712 815 114,4 715 628 915 114.4 715 60.9 915 114,4 715 F-
_ CID z
63in 151.8 8311 161.9 710 1265 830 138.9 694 108.5 B30 1232 681 94.9 830 112 670 84.4 630 104.6 662 75.9 830 99.4 858 633 63D 94.5 649 $42 830 94.1 649 47,4 830 94.1 848 Z � W d m S
a 661. 1321 767 140.0 650 110,0 757 119.0 636 94.3 757 106.9 624 625 757 96.1 614 73.4 757 89.1 BOB 68,D 757 612 600 66.0 767 79.0 593 472 757 782 691 41.3 757 782 '591 Z D- U
J 72 in 101.7 638 108,8 552 84.8 638 91.0 540 727 638 80.1 5311 ®.0 638 722 521 58,5 636 66.5 514 50.9 638 6L3 508 42.4 BOB 572 500 36.3 658• 55.3 497 31.8 fi38 552 407 JO
J J a ¢Z
T6N 86.5 571 90,4 198 72.1 571 78.8 488 et. 571 87.4 179 51.1 571 60.6 471 460 571 55.5 484 412 571 51.8 459 38.0 571 47,0' 451 30,9 91 44.8 447 27.0 571 446 4{8 y G
7810 80,0 542 63.4 474 60,7 542 70.8 465 57.1 542 621 456 50.0 SSS 55.7 449 44.4 512 51.0 442 40,0 542 473 637 33.3 542 42,9 429 28,8 542 50.6 425 25.0 $12 40.1 423 z Z O
9D In 52.1 407 53.7 381 414 467 45.4 355 372 407 348 349 325 407 35.3 343 249 407 321 333 260 407 248 334 21.7 407 26.1 327 18.6 407 24.1 372 10.3 407 23.0 319 Q 40 Z 4+
F 1p� yco m
-9i1. 42.8 358 44.1 320 35.8 358 372 314 30.7 358 32,4 309 28,8 358 20.8 304 218 3S8 25.1 300 21.5 356 24,0 29s 17.9 358 21.0 289 15.3 358 182 264 a X h°o O
108 In 30.1 283 30.8 255 25,1 293 219 251 21.5 283 72,5 247 18.8 283 19.9 244 187 283 18,0 240 151 283 16.5 237 N L�jg n
1111. 27.8 267 28.3 742 211 267 23.8 238 18.8 287 20.6 535 17.3 267 16.3 231 15.{ 267 18.5 718 Y
12D in 220 229 223 me 163 22D 168 205 15.7 229 16 202
L�9 V X a 0 0
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: a aT,z ai'•O 5A
Anehor Ca ac Table bs gt.140R Opp, °� o a^' �m�
subatrdle: 2.Tk Lono2te 3.Sk Cala H0110 CMU FI9ed CMU FTWood Metal (DP_)X( )=ANCHOR CAP.,a O a 8 °-1S
5I16•Ebo 11TSS Elea 5'16'Elco 114'SS Mo. 9103teel #12 Steel 412 Steel \MULLION C%P•P.,�.,..°s
Anctar7ypa: 7116•Ftcoutnacon va'Ebourtmean 31)k'Eleoumacon va'EleotntMcen PRODUCT REVISED
Anehor CO Patterns ulOmon Ag9RGatr1 uuacon AgpleGalar Scree(GST scmw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
P CAPACITY REQUIRED'CORRESPONDING TO AN as complying with tho Florida
----Edge gstadce(hk T 2-12' 1° 2.12' 3-118' 1• 2.117 1' 2.12• 2' 1110• 2' 0.40' 0.54• 0.324• Building Code
Embedment 0n lara• lara^ 1.314' terra' 2 1-114- 1-114• 1.1/4• 1.114• 1-114• 1-114° 2' 1.316' 1416' wades ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2 Archon�475'MIn.O.c,l3fandazd or 084U Qip(FIg-tY. 390 tos 39006 4w]Do 890 bs 1644 ms 270[to 2801b5 354 too, 740 ibs 374 DA 6641Ea SO Do 341 Do 442 ba sea be OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Armlmro 0 1.15 Min.O.C.I SlandaN(a Olhet}Clip(FI9.U 480 bs 700 Qrs NIA NIA WA N'A 380 D. WA WA WA rv/A WA 6621ba 865 1126 bs CAPACITY(FROM THE TABLE)OF THE SELECTED Fxplmtlon Date 05126/2021
4 Anchom 3"M1n.O,4r(2)2s5 Angle Gips/(Fig.3Y 760106 780 R. 680164 15601bs 18961bs 5401bs 560 D. WA 760 bs 7481oo 880166 1892%. 1682 Do 1705 bs 1120 lb. MULLION.IT WILL YIELD A MINIMUM ANCHOR
2Ancha9 0.45'Mln.O.C.1 U-0[p.Into.175 AIM.(M.4J: WA NIA WA WA WA NIA NIA WA N/A WA WA WA WA 715 ba CAPACITY WHICH MAY BE USED TO QUALIFY BY
I Amher l F-Cllp(Fig.5): 19568 1991tm 77516. 445 ba 622 ms 135 bs 140 Do 177 be 370 Do 167 bs 332 lb. 473bs t701be 221/66 280 bs ADDITIONAL ANCHOR OPTIONS FROM THE Mi Oa rodue Control
2 Anchcus®1.15°Mfa O,C!F471p n.eY 24010. 350166 N/A NIA WA WA 190 bo WA NIA WA WA WA 347 ba 442 bs 660136 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:
--I 1.000" �--
® ® ® ® 1)SEE SHEET 1-FOR INSTRUCTIONS ON USING THE TABLES AND SHEEP 25 FOR INFORMATION ON LOADING.
® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
� II11111r1//
2)UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, i \`v 01tV( ,•NN /%
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,750' �'�•''LICENSE
® ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q •.tt�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, NO.58705
ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED �
aii
0' _
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125• r` ��-77• �
IT:. �
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ��,p ATE O ; 40
® ®
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.650'MULLION � iC�s •FL ORION'.
II II I II =� THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. ,////, ONAL
A.LYIJwwLER,P,E.
FL P.E.#58705
a,
L 1
e
TABLE 5A �
Mullion Ca aci v Table bsM?
Opening Width(for redicaByspanni g mulnons)or Opening Height(for 7nrizonb3%,sparini g mUGons) 3w Q
501n 60 in 7044 80h � BO In 100 in t20 in 140 in 1WIn k o
Recfengaiar Tr"WTdwv. Rectangular TmprTdang. ReOtangutar Trap/Ma1g. Rectangular Tmp/Tdang.[.2
ngular TraptTdmg, ReclangWnr TraprrdwQ. Reclanodar TmplTdang. Pft. 0.1 Tbep7Tdang. Rectongdar TimpnWang. S
1"Y 3.125"x Lwdng Loafing Lnadrig Loadn9 Leading Lnadng Loadno Lvadngdag Loedrg Lmdn9 Loading Loadim Loading Loading Lcadng Loafing Leafing n= C
.600"Alum �. D 2• D d 27 x x D 2• 'id• As,. D 3D Eaa2• Z• x t �Tubo Mull a � � �$ ag � ae a � _� a � e� a �. �U a UU U U o U a U ri eU o O U m UV V U O UVc" N$� a b � N � 14 � 8 �� �� 9 ra a� off g �ff rg _ff4nME z �� � dm �� d`n� �� �� d� �� �rc �� �z s. 4`z i= d`� a@ d`c42 in 170.0 620 170.0 435 170.0 744 170.0 470 170.0 E68 170.0 505 170.0 992 17UC 519 1116 1700 SWV 170.0 1240 170.0 521 170.0112.8240
170.0 $21 17QO 1735 170.0 521 154,4 1802 170.0 521 O48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 17D.0 661 1275 17D.0 677 170.0 1417 170.0 680 157.7 170.0 660 135.1 1577 170.0 680 1182 1577 170.0 68050.6251n 170.0 747 170.0 683 170.0 890 170.0 831 170.0 1048 170.0 684 170.0 1195 170.0 723 1345 170.0 747 170.0 1494 170.0 756 141.7 170.0 756 121.5 1495 170.0 756 108.9 1495 170.0 756LU O541n 170.0 797 170.0 612 170.0 855 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 1401 170.0 837 149.5 1401 170.0 856 124.0 170.0 861 106,8 1401 170.0 881 93.4 1401 170.0 WI en cl)j W601n 170.0 88.5 170.0 701 170.0 106] 170.0 797 158.5 1156 170.0 678 136.7 1156 157.0 928 1156 156.5 017 111.0 1168 149,7 910 92.5 144.5 803 79.3 tiSe 144.5 803 69.4 1158 144.5 903 � Z
63 in 170.0 930 17D.0 745 159.8 1049 170.0 850 137.0 1049 155.5 860 119,5 1049 141.7 846 1049 1320 836 959 1049 125.5 828 VIA 119.3 820 68.5 1049 116.9 818 59.9 1049 118.9 819 Z � U �86In 166.8 955 170,D 789 139.0 -955 151.3 804 119.1 955 133.7 788 1042 955 121. 775 955 1128 765 83.4 955 106.4 757 69.5 09.8 749 59.8 9S5 88.7 748 521 056 883 )745 z LU m 6U
j 721n 12Q6 844 134.9 697 107.0 1103 114.9 682 91.6 803 101.1 6'70 90.3 803 912 659 71.4 BW 939 SO 842 BMW 78.8 662 535 722 632 459 BN 69.5 '628 40.1 803 69.7 527 ��w (n bZ
70 in 109.2 721 114.1 629 91.0 721 97.0 616 780 721 851 605 88.3 721 76.5 14333a5
721 70.1 585 54.6 721 BSA 579 45.5 59.4 589 39.0 721 56.6 684 34.1 721 WA 563 r/~j -1 ��
0 r
781n 101.0 684 105.4 599 84.2 884 88.4 587 722 884 79.6 578 63.1 684 70.4 684 64.4 559 50.5 664 59.9 551 424 54.1 541 38,1 684 51.3 538 31.8 884 50.9 534 Z ♦- Q N
90 in 95.8 514 67.9 456 54.8 514 57.3 448 47.0 514 50.0 440 41,1 514 44.8 514 405 427 329 514 37.3 421 27A 33.0 412 233.5 514 30.4 408 20.9 114 29.0 403 >n Z
9E In 542 452 557 404 45.2 452 47,0 395 38.7 452 40.9 390 33.9 452 36.4 452 328 378 27.1 452 30.3 373 220 28.6 365 19A 452 24.2 359 16.9 452 22.8 255x1081n 38.1 357 38.9 322 31.7 357 327 317 27.2 357 28.4 312 23.8 35725.2 35722.7 303 18.0 357 20.8 299 15.9 18.0 293 1J.8 357 10.2 287 11.9 357 15,0 283 W111 in 35.1 338 35,8 306 29.2 338 30.1 301 25.0 338 261 296 21.0 338 23.1 338 211.8 288 17.5 338 10.0 284 14.6 iB.5 278 125 338 14.8 273 11,0 335 13.0 269 Q C)17.01n 27.7 269 282 263 23.1 289 23.7 259 199 289 20S 7S8 17.3 289 18.1 289 163 249 13,8 268 14.8 246 11.6 12.8 240 9.9 209 11.4 238 8.7 259 10.4 Zit S (..) x Q
TABLE 511 ANCHOR CAPACITY ADJUSTMENT FORMULA: > 5S2 < ` z O 0
8 m O>O
AnehorCa ac Table lbs ANCHOR CAP.,,",,, O u-w Of m�
Summa: 274 COrcrde ask C.C. HcEw CMU FWed CMU PT WOW Mdal (DP m)X( )=ANCHOR CAP.,_ rc-y
916'Oco V4•SSEto Y16•FJc0 t/4SSEIC0 8105ttd 81251ed 612sted MUWON CAP.,,m,,,,,
Anchor Clip Patterns Anda Troe ams,ElcOUtttam 114 Et0urtrbc6n 37S FJc0Unracm vs Etourrbeon L (GS) R3S7 USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED
Unraeon AggeGar# Un2tm AggreGarm screw C�suex Series
Edge CIA.Ce 0r0 1" 2-1I2 t• 2-1/2' 3-t/e' 1• 2•v2 1• 2-117 2 3116• 2' D.45- 0.54- 0.32e CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida
EMIDOMmi n 1314" 1314- 13/4^ 1314" 2" 144' t-114" 1.1/4- 1.114 - 1.114- 1-1/4" 2' I-W 1-W ernes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-ng ode
2 Ancnms®475'Min,QC./Slandod orO0s2 COp 9Tg 1j 390 ms 390 Ica 45D ms NO mt 1644 ms 270ms 200 ux 354 ms 7401b3 37A Ibs 6649s 9461 341 On 4421be :6o lm OPENING,WHEN R IS LOWER THAN THE MULLION
Noa-No. 17.0630.01
4 Arcb=Q 1.15•NIR O.Q/StmOznl(m Olbe1)Clip 070 2) 4&1®s 700 DE WA ?UA N/A WA 380 We N/A WA N/A WA WA 682lbs yes ms --I I-eo Ds CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Data 05/26/2021
4AnclDm@3-Mtn.O.C.1(n ZSAngle Cnps J fl7L 3T1 783 DS 780 OE 6801`660106 1518961bs SOTO 58o Ion NIA 76ois 748 in BM los 1892 ns Sam. 885 im 11200E MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Ar4h0m@O.W&1In.0,C./U-cnp In10.125"ALML(FIg.4S NIA WA N/A WA NIA WA WA N/A tUA N/A WA N/A WA WA 1073 gs CAPACITY WHICH MAY BE USED TO QUALIFY -y--
445 1b3
Y4451b1 822106 1351b5 1401bs 177 ms 3701m 187 ms 332 IM 47396 1701bs 2211b4 2110 Its ADDITIONAL ANCHOR OPTIONS FROM THE Mlamt- eProduct Conrol
2Anchom@I.1ff1MJ.0CJFCfa(HI;RI 281 ms 3501bs NA I WA NIA NIA 190 ms N/A MA -RA--r-WA I WA 341106 442166 1 560106 ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
I-1.000'-I
FIGURE 1: FIGURE2: 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 ANO/OR OPENING WIDTHS 2 ALLOWABLE.
FIGURE 3: LYA/
= 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \ �a�NY, N41i
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SUETS 21-23. `Q� LICENSE
® ® ® ® FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
No.58705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED T :
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED I 3
FIGURE 4: FIGURES: FIGURE 6; YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE6063-TS AND BEAMINIMUM OF.I2E 1'X3.125'X.5•MULUON �� S '�•
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT % T TE :•CCj`
® ® (1"VF MULLION)
LEAST,125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND %,�s'•,FC ORIOP-
THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. SZO/VA�.
l(LLLllJJ A./LYNN I111E ,P.E.
FL P.E.#58705
w
TABLE 6A ary
Mullion Capacity Table(ibshl�
Opening Width(forverum*sparv91g mwons)or Opening Height oar horizonlai*•sparadrg ml lIcils) � b
50 in 60 h 7D In 80 In 901n 100 in 1201. 7401. 160 b, p
Rectangular reprdergr. Reelengde T2prTdmg. Rectano Treprrdeng. ReelangNar Treprra ng. Rblfeng"a, 'rraplTdang. Rectangular 7tapR)lang, Rectangular Trap/Tdang. Rectangular T2prTds.g. Reerangdar Tre".0. w
1x4%.125 Leading Loadlno L-hg Lowing Loading Lnadin9 Loa6n9 Lcedm9 Leading LDadir,g Lwdm9 Lwdln9 LOadng leadn9 L0s6ng Loadm9 Loadng tmv.^.g
Al4Q�In
.. a�s a a� �� � IL 8.9 �' a �u 9 3 t3 3 43 a L4 $ d 9 3N€ €� x � a.s =� sP L._ s 11.5 �'s 6$ s =8 s�s� €� _� o� s s °� �� s� o mo9y Zw"-o, a W
70.0 d35 770,0 744 1711.0 478 170.0 866 170.0 506 170.0 992 170,0 619 170.0 1116 170.0 521 171,0 1240 170.0 621 170.0 1488 170.0 $21 145.8 1489 170.0 621 127.9 1489 170.0 '621 O 708 170.0 624 170.D 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 i70.0 1275 170.0 677 156,3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 6SO 97.7 1303 170.0 660 747 170.0 563 170.0 SW 170.0 631 170.0 1046 170.0 604 170,0 1195 170.0 723 156.1 1235 170.0 747 140.5 1225 170.0 758 117.1 1235 170.0 756 100.4 1235 170,0 756 67.6 1235 170.0 756 ~ EL d =
T3 LU o F
54 h 170.0 797 170.0 612 170.0 956 170.0 691 17D.0 1116 170.0 754 154,4 1166 170.0 603 1372 1158 170.0 837 123.8 1158 170.0 856 102.9 1158 170.0 861 86.2 1158 170.0 861 T7.2 1166 170.0 861 K m O fn
m LU
601n 170.0 885 1705 701 166.7 1042 170.0 797 142.9 1042 161,1 832 125.4 1042 146.7 815 1112 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 625 1042 125.1 782 1--
631. 170.0 930 17..D 745 151.2 992 163.6 818 129.6 992 144.4 799 113.4 892 131.0 782 1008 992 121.4 788 90.7 992 114.8 758 75.9 992 105.4 745 64.8 992 108.0 744 56.7 992 108.0 744 Q
co
66 N 165.4 947 170.0 789 137.9 947 148,0 788 118.1 947 130,3 768 103.4 947 117.7 752 91.9 947 108.7 738 927 947 1022 727 68.9 947 95.1 713 59.1 '817 94.0 711 51.7 947 94.0 711 Z L)m �' „U
Cd LU
72 m 136.8 849 142.7 737 113.2 8d9 121.6 722 97.0 849 Kill 708 84.9 a49 116.4 698[2.Z4
849 88.7 666 67,9 849 B27 075 55.6 049' 75.3 6S9 48.5 849 725 652 425 849 724 651 W a}`' , �O
J 76M 115.5 762 120,7 665 %.3 762 1026 652 825 762 90.0 640 722 762 89.9 629 762 74.2 620 57.0 762 692 613 48.1 762 fife 602 41.3 762 Sag 597 3G.1 762 59.! 595 N Q O o`�z
7ah 106,9 721 111.4 fiJ4 840 724 94.6 621 76.3 724 82,9 609 66.8 R4 74.4 599 724 68.1 591 53,6 724 63.4 583 M.5 724 67.3 573 38.2 724 56.3 567 33.4 724 53.5 565 J r• ,•-
90 111 69.9 643 71,8 493 58.0 543 60.7 474 49.7 543 52.9 466 43.5 543 47.1 458 543 42.8 452 34,8 543 36S 446 29.0 543 34.9 436 24.8 $43 321 430 21.7 543 30.7 426' Z Z Q
Q ..Z zz
00 cD
96 In 57.3 476 68.9 427 47.8 47a 49.7 419 40.9 478 43.2 412 35.6 478 365 400 470 34.8 400 211.7 478 320 395 233 478 tat 386 20.5 478 25.8 300 173 478 24.2 376 a N N 80_ti0
10810 40.3 377 41.1 341 33.5 377 34.6 335 26.8 377 30.0 330 252 377 26. 325 371 24.0 321 2111 3T7 229 117 i68 377 19.0 710 14A 377 17.1 304
111 in 37.1 357 37.8 323 30,9 .367 31.8 318 26.6 357 27.6 313 23.2 357 24A 309 20.6 357 22.0 305 18.5 357 20.1 301 16.4 357 17.4 294 N W x m oY Y
120 in 29.3 30fi 29.11 279 243 308 2M1 274 21.0 306 21.7 270 163 3D6 192 257 -To.3 306 17.3 253 O
1441. 17.0 212 17.2 196 -d, d e ZQ O
TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: m O s0
Anchor Ca ad Table Obs)
ANCHOR CAP.,,m,,,,� u,
Substrata 27k Canerc 3.5k Canc. HeB.w CMU Filletl CMU PT Weod Mebil (DP,q,)X( )=ANCHOR CAP.,,m
517e•Elco 114°SS Ehe 5'10•Elco 14°89 S. 410 Steel 012 SW.1 412 Steel MULLION CAP.s,,,� PRODUCT REVISED
AnphrnTypa 3f16`ElaO lAlracan 1/4'Eko Uleacan 306"Elco u.rac.n 1/4'Eteo I9N4cm
Anchor CBp Pattem9 Ultr4ean AggreGator ulbecan AgareGatw 3cn:vr(Gs)screw(Gsl screw(G5) USE THIS FORMULA TO OBTAIN 7HE°ANCHOR as complying with the Florida
Edge Dl9ta-(hy. 1' 2-112• 1' 2-1rr 3.1111' 1• &12' 1° 2-112• r 3.1/6^ Y 0.49• 0.54• 6,324• CAPACITY REQUIRED-CORRESPONDING TOAN Building Code
Embedmerd M7 1af4• 178WOlbs
1-314• 1-314• T 1.1/4' 1-114' 1-1A• 1-114• 1414• 1-114` 2• law law canes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2Anchars®4.7S MIa O.C./Standar0 or 01aetGlp(Flg.182k 3901hs 4501111 . tsa4lbs 27015. 28010. 354M 74016. 37411 664165 946Ib, 341 Ibs 442 Ib. fico Ns OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 0512612021
4Anchom I2.25"MIn.0.0.ISlandard(arO%et)Clip(Fig.3k TOO 580 bs 141016. 952 lb, WA 560 lb. WA 630 Ib9 WA 0801bs WA 682 roc B 55lbs 112o The CAPACITY(FROM THE TABLE)OF THE SELECTED
9 AmhasO1.16'MIn,O.C.I Standmd(or08se0 CUP(Fic.4Y 9W IDS WA WA NIA WA 76D Ib. WA WA WA WA WA 13631bs 177016. 2240 He MULLION.R WILL YIELD A MINIMUM ANCHOR By
4 Arwhors®3"Mln O.C.1(2)245 Angle Clips I(Fig.5k 78010. 680 N. 15801bs 189616. 510 Ws SM lb. WA 760169 748168 880168 189216. 682 Ds 885 Us 112016. CAPACITY WHICH MAY BE USED TO QUALIFY Mlamz- a Product Control
6AnelareF0 T Mill C.1 p)2c5 Angle Cies 1�W,e): 117016. 1020 Ibs 234016.W111A
910 Ibs 840lbs NIA 1140lbs 112216s 1320 lb. 28381be 102216. 1327 lb4 1680 lbs ADDITIONAL ANCHOR OPTIONS FROM THE
o0.4SMI.. : NIA NIA WA A WA NIA N!A NfA WA WA NIA NIA 7438 Ibs' ANCHOR CAPACITY TABLE): 3570516. WA 280Ibs WA 3151611 NlA 640 Ibs WA 341 Ibs 4421bs 5601.
4 Anchom a 1.15•Min.O.C.f F-421p(Rg,9) 48011. s WA NIAWA ' 380
ill WA WA NIA WAWA 6821bs 895 ft 112016
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ---� 1,000° �---
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 9: FIGURE 4: FIGURES. FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE
• • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11 Y LYN /7
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS,AND/OR OPENING WIDTHS IS ALLOWABLE. �` '�aON 10EN"�
• � • • • • • • Y.to
000' �•,.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4. � No.58705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW =D7(
FIGURES: FIGURES: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS.
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
e o • o CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW / .125. O,�•.• S ATE F _• (U�
• SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6D63-T5 AND BEA MINIMUM OF.125"THICK STEEL I `•,;C<ORlD9•.•' 1�
• o STUDSTO BEA MINIMUM GRADE 33 AND.045°THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST,I2S'THICK -T 'irsS��NAL
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 8 1'X 4"X.125' / 1'�`
#12 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 410 S.S. MULLION A.LSL R MILLED,P.E.
FL P.E.#58705
i
TABLE 7A oar
Mullion Capacity Table IbsHt) �n 8
Opening Width(forwrtically-spanning m dons)or Opening Height(for ltodmn(alty-spanning mNllorts) G!
50 in 60 in 70 In so In 9D In too In 120N 140 in 160in y p p
Rectangdat Trdp/rdang• Rectangular TreprTrtang. Rectengdar TtapR'mg. Rectansdar TraRlTdano. Redengulel TmNTOang. Rectangular TnmrTderlg. Rectangular Tmp/Tdan9• Rectangular Treprild-o. Rectengdar TmnTrieng. 52
1 X 4X.375 Lcadng Loafing Lcadng Lcadng Loading Loadn9 Leatlng Lcadng L e.0 Loadn9 Lcadng Lcadng Loadrg Loading Loafing Loodn9 Loafing Loafing cx�-'
Alum.Tube -
&"T• T!-
2 � F;ffMullion . . N§ < L�$ a fib' '� 9 9 X51 � �' �g } Si �' �� 5 � � ra W�_ �� r ¢� �� d3e f= ¢Fa € sb is d`a a a d` a �� d�c� s=is 5
a �� $rc a 0 W
421n 170.0 620 170.0 435 170.0 744 170.0470 170.0 888 170.0 508 170.0 6192 170•{ 519 170,0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 527 170.0 1735 170.0 521 170,0 1983 170.0 521 m J z
J U)
481n 170.0 7D8 170.0 524 170.0 _850 170.0 584 170.0 892 170.0 83D 170.0 1t33 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 151.8 2024 170.0 680 0
50,625 In 170.0 741 770.0 563 170.0 998 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 1700 1494 170.0 756 170,0 1703 170.0 756 158.0 1918 170.0 756 1366 1919 170.0 756 = o 54 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1716 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 110.0 856 158.9 1799 170.0 861 137.1 1799 170.0 861 120.0 1799 170,0 861 K On q)
601n 170.0 695 170.0 701 170.0 1063 170.0 787 170.0 1240 170.0 OTB 170.0 1417 170.0 944 170.0 1594 170.0 996 155.5 1619 170.0 1033 129,6 1619 170,D 1063 111.0 1619 170.0 1063 972 1819 170.0 1063 j F (0 0
631n 170.0 930 170.0 745 170.0 1110 170.0 850 170.0 1302 170.0 940 170.0 14e8 170,0 1016 156.7 1642 170.0 1076 141,0 1542 170.0 1122 117,5 1542 168.5 11511 100.7 1542 167.9 1157 88.1 1542 167.8 1.157 z
fi81n 170.0 974 170.0 763 170.0 1169 170.0 803 170.0 1364 170.0 1002 160.6 1472 170,0 1056 1426 1472 168.6 1148 128,5 1472 158.8 1130 107.1 1472 147.9 1108 91.6 1472 148.0 1104 80.3 1472 146.0 1104
W v z Uv EU
c 721n 170.0 1063 170.0 .879 170.0 1275 170.0 1009. 150.8 1320 166.2 1101 1320 1320 149.9 1082 117.3 1320 137.8 1068 105.6 1320 128.8 1049 88.0 7320 117.0 1024 75,4 1320 112.8 1013 66.0 1320 7125 1012 w tL` ytp
J 7fi In 170.0 1122 170.0 977 149.61 1186 159.4 1073 126.2 1184 139.9 991 1122 1181 725.7 978 99,7 1784 115.3 864 89.8 1784 107.5 952 74.8 1784 97.6 935 64.1 1184 93.1 927 58.1 1184 923 925 J ((p o Az
`� 711 In 166.1 1124 170.0 967 138.4 1124 U7.0 965 118.6' 1124 128.8 947 103.8 1121 775.8 931 923 1724 705.8 918 83,0 1124 08.5 906 692 1124 89.0 080 59,3 7174 84.3 8B1 51,9 1126 832 878 r s-
90in 108.1 544 111.5 750 90.1 B44 94.3 736 77.2 846 821 724 67.6 844 73.1 712 60.1 844 66.5 702 64.0 644 61.4 693 45.0 844 54.2 676 38.6 844 50.0 668 33.8 844 47.7 662 z = ¢ N
f Q Z
10
95 in 09.1 742 91.5 663 74.2 742 77.2 652 63,6 742 67.2 841 55.7 742 99.6 631 49.5 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 742 39.8 590 27.8 742 97.6 684 2 ~ U3 si '-O a0
108 in 62.6 586 833 630 52.1 586 53.2 $21 44.7 586 46.6 513 39.1 586 41.4 605 34.6 588 37.3 499 31,3 566 342 492 26.1 566 29.6 481 22.3 586 28.6 472 18.6 686 24,7 466 (1r3 a o
111 In 57.6 555 6ae 503 48.0 955 49,5 495 412 555 429 487 360 655 38.0 480 320 665 342 473 28.0 555 31.3 487 24.0 555 27.1 457 20.8 555 24.3 448 180 555 224 442 PP, ?(
jjY Y
120 N 45.fi 475 48.4 477 38.0 X76 39.11 428 326 475 33.7 420 2B.5 475 29.8 414 25.3 475 26.8 409 228 475 24.5 404 19.0 475 21.1 395 16.3 475 167 387 14.] 475 17.2 381 ® X W co
F �
1441)2 26.4 330 28.7 305 220 330 224 701 10.9 370 18.3 297 76.5 330 17.0 293 (0 Q Q (' O
TABLE 7B ANCHOR CAPACffYA)JUSTMENT FORMULA: d.8� Z m0 Q
a �: s €�m�
Anchor Ca acl Table bs ANCHOR CAP*:,_) � g e., �
Substrate: 27k Corarete 35k Carla. HOIIOW CMU Filled CMU PT woad Mewl (DP"o)X( )=ANCHOR CAP.,,,
5/76'Eko trd•SS Elco 5/18'Else IW SS Elea 410SI_ 612steel 412s1ee1 MULLION CAP.,p",,,,, PRODUCT REVISED
AmhorType 3/15 Eho Ulbacan 1/a'Elco Ulu0ca:1 3116•Elco UlaacOn 7/4'Eko 1110aeon 99MGetar Screfi(G5)Screw screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Anchor Clip Patterns N�°n .09985 ler Ultmcon A (G5) as conn IYInB with tho Florida
Edge Dsmme(In): 1" 2-12" 1" 2-72' ave• 1' 2-1)28 r 2nrr 2' 3.113• 2' 0.48" 0.54• 0.32r CAPACITY REQUIRED"CORRESPONDING TO AN Building Code
E.badmrm g0p I.W4• l-W4• 1-114' law• Y 1-14• 1-1141 1-1/4- 1-114' 1.1/4' 1-114• 2' tale' tare" lades ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2 Anchors®4.75 Mln.O.C.I Slander!a Oftel,Clip(Fig.142): 390 lbs M Gee 45D lbs 6901bs tMlbs 2701bs 280164 354 His 74000 374106 664166 94614 341 Ibs 44211. 500 V. OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021
4 Anehoa Q 2261 Mit O.0/Stane'erd(orOeset)Clip(Fig.3r 700I0.s 700 ft 550 Ibs 1410 n. 952 lbs WA 560!be NIA 630lbs WA waft WA 682 oes US lbs 11200. CAPACITY(FROM THE TABLE)OF THE SELECTED
8Amhom@1,15-Mit O.C./Standerd(OrO6ael)Dip(Fig 4p 980lbs 1400Ibs NIA WA MA WA 780 lbs WA WA WA NIA WA 1363 ax 1TMIbs 2240 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4 Amhom a 3"Mm O.G/12)a5 Angle Dips/(Fig,57 780lbe 780 ft 680 R. 1560 lbs 18961bs 540 OIs 560 Me N/A 760 lbs- 748 ft BBO lbs 1882 Ib. 68211. 885 Its. 1120 @s CAPACITY WHICH MAY BE USED TO QUALIFY Mlnm a Product Control
6 Anctms®TMin.0.G7(2)2[S Arte 04Ml(Fig.Bp 1170@6 11701bs 10201bs 23401bs 284604 810 my B40lbs WA 1140106 11229,6 177,0 lbs 2838 DIs 7022166 73271bs 16901. ADDITIONAL ANCHOR OPTIONS FROM THE
4 AroMa®OAS Min.O.C.11l{liO,Into.725'ARtm.(FIp.TI WA WA WA WA WA WA WA WA WA WA N/A WA WA NIA 7430161 ANCHOR CAPACITY TABLE,
2 A.M.&12.25 Min.O.Cf F-Dip(FI9.ek 3501bs 350 Best 290 Oce 705 Ns 475 Du WA 28D ft WA 315 ms WA 4401bs WA 341 lbs 4!2116 560816
4 Anchor®7.15 Min.O,C/FCOp(FIA•D) 48016. TOO!be WA WA I NIA WA 3801be I WA WA NIA I WA 6821bs _885 Ibs 11201bs
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. •--� 1.062^ r �{ 1.000" r-
i
i
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. aLYI1(/�/��
�• o • • o 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE "'N
•LICENSLc
• U. •.``��i !
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000'
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, yti No.58705
FIGURE 6: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND LU'
• ° • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE �"z
c s • • 'PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE •••. ATE F •��\
606375 AND BEA MINIMUM OF.125"THICK.STEEL STUDS 70 BEA MINIMUM GRADE 33 AND.046" .375' .375• '•.,,<ORIDP.''G\��
THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125 THICK AND A36.ALL ANCHORS -T' /O'•••••�N`��
ANGLE CLIP(FIGURES 5&fi)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 1'X 4-X.375' 1'X 4'X.375' //1 NAqL 1�
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T"-MULLION MULLION A LYiut9 Ml4tileT3,P.E.
FL P.E.#58705
TABLE M
Mullion Capacity Table IbsiRr $
Opening Width(forvanfr244pantdrtg L75t5Crs)or Opening Hetght(fc,hodmNaPy-spanning mttions) c!a
50117 = 60 to ?O In 80 in 80117 100117 120117 110117 160Ny m
YX o
426^X Recren9uiar TpWreng. Retmr9dar. TmPrrft- Reddn90kr Tnpl mv- Receang47ar Traptinan9. Raeta"Sul. TragW-9, Rede CCU TrsWidang. RettaVdnr Thpffiln0• Ractensuer Trepat o. R.0cngrier Tnp'TtDn u
Loadq i-ndra Loadng Loafing Loafing Loaning Loading Loaning Loading U.&O Loacin9 Loadng L08dng Loed.g Lnadng Leafing Lcieft Lnding o w
265"Num ,. ., r r x >= �• &' ?' :� .�' ?' a., a .a• F 2• a 6x
Tube Mull
8 8 a r3 t9 t9 N
as
ffi
I
'�� j �
�. a ��. $ Ztll
42 in 0 S20 1700 435 170.0744 170,0 478 170.0 868 170,0 506 170.0 992 170.0 518 170.0 file 1700 621 170.0 1240 170,D 521 170.0 1488 170.0 521 170.0 1735 170.0 521 151.5 1768 170.0 521481n0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170,0 1133 170.0 661 170.0 7275 170.0 6T7 170.0 1417 170e Bea 154.6 1546 770.0 S80 1327 1548 170.0 680 116.1 1518 170,0 680K M
30.625 Sn 747 570.4 583 170.0 846 770.0 s31 1700 1046 1700 684 1700 1795 1740 713 17(10 7345 170.4 747 187.0 7468 7700 756 139.2 1468 170.9 755 119,3 7455 170.6 758 10+[.4 1458 170.0 759 54117 0 797 170.0 612 t70.O 959 170,0 691 170.0 1116 170.0 764 170.0 1279 170.0 803 1611 1378 170.0 837 746e 1376 170.0 859 122.] 1]76 1700 061 404.8 1376 170.0 861 91.7 1376 170.0 861 aCO t!) O U)
60In 0 885 170.0 70t 170.0 t0S3 170.0 797 1560 1158 170,0 678 139.Q 1130 167.4 Me 123.6 i158 156.8 919 111.2 ties t50.0 012 92,7 7166 144.8 905 79.4 1158 144.8 905 69.5 1158 744.8 805 i,, W40
mi. 0 930 1700 745 160.1 1051 1700 850 137.2 1051 155.9 882 120.1 1051 1420 348 106.7 1051 132.3 837 96.1 1061 125.7 83D MI 1051 119.5 822 684 1051 119.1 321 60.0 1051 170.1 821 S Q681n 1 f87 170.0 789 139.3 157 1510 s06 119.4 957 1340 790 104.4 957 121.6 717 029 957 112.0 797 83.6 957 NCO 759 69.6 057 100.0 750 59.7 957 08.9 740 52.2 057 96.9 748 ? Zm72 in 7 8W 1352 698 107.3 804 1152 684 91,9 604 101.3 671 80.4 804 91.4 660 71.5 604 84.1 650 64,4 804 78.8 643 53.8 804 723 633 460 904 699 en 402 804 69.8 628 Q 78N 4 722 114.4 WO 912 722 972 6l8 782 722 115.3 606 68.4 712 76.7 b9fi 60.0 722 70.3 386 64.7 722 65.5 580 49,8 771 69.5 570 39.1 772 56.7 565 342 722 582 E64 Z
78117 2 666 105.8 600 84.4 ee$ 89.8 588 723 685 78.5 S71 63.3 68570.5b68fi62fi8S 64,5 560 50.6 685 60,1 553 422 6a5 64,3 543 36.2 685 51.4 537 31.fi 685 52.7 936' I-- Ng0 to 515 6S.e 457 54.9 515 67.5 448 47.1 615 50.1 441 41.2 515 44.7 434 36.s 515 409 428 330 515 37.4 422 27.5 Sts 33.1 413 23.5 515 30.5 407 20.6 615 29.1 #44 Q NX z961n 453 55.8 404 45.3 453 47.1 397 36.0 453 41.0 391 33.9 453 390 385 302 453 33.0 379 272 453 30.4 374 27.6 453 26,6 366 19.4 453 24.3 350 17.0 453 229 356 OL c0 8 co 0f1Tgs108117 J58 39.0 323 37.8 J58 32.8 ]i8 272 358 a8,d 31J 239 338 25.2 308 212 358 22.7 30d 19.1 358 20,8 300 13.8 358 18.0 2931111. 338 359 306 29.3 338 30.1 34{ 25.1 338 28.! 297 220 334 232 283 195 338 209 289 !79 3311 19.1 285 X 290 28.3 264 232 260 216 26tl 19.8 290 20.6 259 17.4 290 182 253 15.4 290 15.4 249 a N jU3144 N 241 78.3 18S (9 Z d 4
d oT
§0 x0
TABLE 88 AnchorCapaolly?able(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA:
CHOR
seastrate 27X Corcn3e 3"6'ionc. 1mdemEke ts4u 19e60CMu arw.m Meal (OP„m)X(VAN )=ANCHOR CAP.,,, .
5%r Elco 114, (DP-)
Eko WS•Bco 1/4`SSEkO #10sled 4125tld 612 stag LLION CAP.,,,,.,°, PRODUCT REVISED
Anchor type 3r16'Oco Udla:m v4.6ko Ullncon 3/16•BcouBscm vC Eke Uleacon 9901M (G*Stier(05) Screw
AnchorCVp Patterns uluacon AggreWtor utr4em q a spew lG� USE THIS FORMULA TO OBTNN THE"ANCHOR as aomplying with the Florida
Edge Ostence 6nT- r 2.1/2 1^ vv2• 3.106` r 2-v7 1` 2.1/7 7 1 aa/a• 21 e.4i71 ass 0.3ze CAPACITY REQUIRED"CORRESPONDING TO AN Building Cordo
Emlxdaent gP2 1.3/4• I-Wr 15/4• 1 13/a 2" 1 1-114- I-Ijr 1.1/4• f 1-114' 1.114• 1•ar 7 132" I-vr ,,L, ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630.01
2AOcpmsg4.75•t9n 0.0.I SIB Maz0 cro3xv C3iP 1116 iS es>s 51u Ira 450 in I MOMS 1644 est 27OMS 1 280 It. 354 In 740 Its 374 in wA in 946 DE 331 IDs 417 ms we In OPENING.WHEN IT IS LOWER THAN THE MULLION Expirati4*Date 0 512 6/2 0 2 1
4 Arcna9(4 1.15`Min.O.G I Stznoaro(D/C4'Bet)txp(ftg 2k 480IDs 700 tors WA WA N/A WA 380 Me N11, WA NIA WA WA 682 IDS ass Im 1123105 CAPACITY(FROM THE TABLE)OF THE SELECTED .
4Ar6tkn@r MN.GA M WAcg?eCUM/(Rg sp Me 76066 Asn " ISWIM 18%In 640106 ISO In NTA 7S01Ds 746 ms SW 26 ism 2. 632 IDS emae 122)06 MULLION.IT WILL YIELD A MINIMUM ANCHOR By
dgrcters00.d5'Min,O.C./U Clip,lmo.125'AWm.(Flg 4T NIA WA N/A N/A NIA N/A WA N/A WA N/A WA WA NIA WA U30 In CAPACITY WHICH MAY BE USED TO QUALIFY Mlanu-Dad roduct control
SArcrsx7F4:1p(fit7 Sp 150113 791 36 215 On 44.568• Man 135105 140106 177 Bn S16fM 1871M 332106 47306 linins 221 gn 280lts ADDITIONAL ANCHOR OPTIONS FROM THE
2 A/Itl6rs�i.tb'tAn O.Cl F4;J1 gSp 240 C78 350 in N/A WA NIA NIA 100116 NIA WA NUt WA N!A 339®8 442109 560 LDs ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN ANO ANCHOR VALUES AS THE STANDARD CLIP.
I
FIGURE 1: FIGURE2: TABLE NOTES: i�1250°--•) )
1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, )
\1111111111////
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. *����Q ,,...,,•
FIGURES: ANGLE 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.788• .\.,"" ' L,iGENSF•.��f�r'
BE SEDT SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Na.58705
*.:
SHOWN ON SHEETS 27-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265„ _ e '. •
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 'C//•l �yy
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL '0 "j" ��" '4'`
FIGURE 4: FIGURE 5: FIGURE B: c O SATE / t✓yam„
BE PRESSURE-TREATED YELLOW SOUTHERN PINEWITH ITH AN SG OF 0,W.ALUMINUM SHALL BE T �
p ® 6083-T5 AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND i %,fis•••s10RIO✓;,045-THICK(18 ,.•'
ANCHORS INTO METAL SHALL E(TEND ATSTEEL.STRUCTURAL 1THICK25- t • LION
LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1 1/4'VF MULUON}
1 i
10 LID
#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S,B.OR 410 S.S. /77 A.LYNN MIL \1
LER ,P.E.
° FL P.E.#58705
a
w
i
TABLE 9A
Mullion Capeoib/Table(IbGR x�
Opening Width(for verbcally-spwnlrg mu910A9)or opening Height(for horizontally-spanning mdllom)
501n SD In 701n 801, 801, m0 N 1701, 1401, 1801,
O
1.26 x 3.25 Raetenpuler TrapTlalg. Reetanauler TraplTd4ig. Re4longWar Tmprrdalg. [Rt..QuIr Traprnlnnp. ReelenaNar 716pRdang. R44languler TmpRrleng. Rae1.g Rr Tmp/RNng RWanqular Trap/hang Ralangdar TfWTdang..x 3. Lgad9gLWdOg Lwdln8 Loading L4adng L..&g Loeding Leadng Loading LosdNO Loading Lending Loading Wading Loadng Loafing Loading aZAlum.Tu ba H
F h
Mullion 0$ ` ) N
IS
42 in 110.0 820 1740 475 1740 744 170.0 ale 170.0 068 170.0 606 1740 082 n9.o 519 170D 1118 170.0 527 153.3 1110 170.0 621 127.7 1118 17D,0 521 109.5 1118 170.0 521 918 ilia 170.0 521 W U =
411, 170,0 700 170.0r830
170.0 850 110.0 b84 167,8 178 170.0 630 1447 979 170.0 861 130.4 978 170.0 577 117.3 076 170.0 000 97.9 978 170,0 San 818 978 170.0 Bao 73.3 976 170.0 680 ,Jj �
50,839111 170.0 747 170,0 170.0 896 170,0 831 150.7 927 170.0 684 131.9 027 160.5 708 117.2 927 159.1 699 105.5 927 156.3 age 87.9 921 15&3 695 75.4. 927 156.3 Gas 85.0 927 1543 695 = _
o =
64 N 170.0 797 17l)e 164.5 869 170.0 691 132.5 889 153.9 11&1 115.9 B69 141.0 669 103.0 869 134.0 660 927 8&9 129.8 654 77.3 869 128,8 652 66.2 B6B 128.8 652 ST.9 669 128.8 652 �( 1-
601n 143.2 748 153.8 1144 746 13U 629 1023 748 117.8 608 89.5 748 107.0 599 79,6 746 101.0 882 71.8 749 9&B 507 69.7 745 913 883 Si.2 748 93.3 563 44.8 746 933 583 rim tvOj III
�
r� 83111 123.11171 1J2.0 103.1 077 11 J.2 568 BB.4 877 100.4 655 77.1 677 81.4 648 118.7 077 85.2 7]9 81.9 877 81.0 534 51.8 817 77.0 328 44.2 171 76.7 528 99.7 677 78.7 528 r- U O U .
c 681n 107,8 617 114.1 Bfli 617 97.0 519 78.9 617 86,3 500 673 617 76.3 600 59.0 617 728 494 63.8 817 6&7 480 44.8 017 84.4 403 38.4 617 63.7 482 318 617 63.7 482 LU
C
72 In 82.9 510 87.1 450 0%1 518 74.2 440 59.2 618 8&2 432 51.9 ale 58.8 426 48.1 510 64.2 419 41A 610 50,7 414 J49 518 45.8 408 29,6 518 45.0 405 2&9 618 45.0 405 Z = ° m
o Z JU
a76 in 70.6 465 73.1 406 5fl7 486 82.8 398 60.3 465 .54.9 '3sv 44.1 465 49A J80 -22 465 45.3 379 35.2 404 422 374 29.4 465 303 387 25,2 4115 3&5 3114 220 465 38.2 363 W g -1-;; 9U
781, 661 441 88.0 387 54,3 441 571 379 46.8 441 50.8 372 40.8 441 46A 368 362 441 41.6 360 326 441 38.7 356 272 441 348 348 23.3 441 33,1 346 20.4 447 327 346 Z
u r
901, 42,1 332 49.6 295 3&d 392 37.0 289 90.3 332 323 280 2e.5 332 20.0 260 23.5 932 28.1 276 21.2 332 24.1 272 17.7 332 2i.3 269 15.2 332 19.6 262 13.3 332 1fl7 260 Q O r
06 In 35.0 281 95.8 280 741 291 30.3 258 25.0 201 2fld 262 21.0 291 23.5 248 18.4 291 21.3 Z44 1Tb 281 19.5 241 14.8 291 17.1 238 12.5 291 15.6 232 ,1 Z1 O Q
1081, 24.6 230 25.1 209 20.5 230 21.1 209 17.9 230 iflJ 201 16.4 230 112 /911 a I-- x{_m{gqZ..�N(o
111 b 12.8 219 211 187 1fl8 218 10.4 194 702 218 1&B 191 Id.f 218 14.8 IBB N Ji be
120111 17.9 Ie7 10.2 170 14.0 187 16.3 I. n
o f)
CJ x R. 1J2
C0 IN Q
TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: 4. c-„Z m0 s0
01
Anchor Capacity Table Bbs) o .g �lY m�
SubsI.W 27X Ccnorete 3.n Cone. Nonow CMU FEW CMU PT Wood meld (pP-)X(ANCHOR CAP. \ ANCHOR CAP
51161
w o��� ,
5116•Elco 174•SSE].91e•Elco v4^eS Edro a1D S1«l 412 steel ail Steel `MULLION CAP.,,,"„°„ PRODUCT REVISED
A.hgr Type: 3116'Elco Ullmeen 1/4•El.--on 3115^Eco Ullmoen 114"Elco Nlrecon USE THIS FORMULA TO OBTAIN THE"ANCHOR comply
9 1
Anchor Clip Patterns tn6acon Ag9reGeler LAIrwon Ag0re2-212 screw(GS)3WeW(G5) semw(G9) as eom 1 in with the Florida
Edge Disanoe On): P 2.11r r 2.112' 3.1ty 1^ 2-112' t^ 2-ur 2° 3-110' 2' 0.46^ 0.54° 0.324^ CAPACITY REQUIRED'CORRESPONDING TO AN Bulldln9 C e
Embedment MX 1.974• 1�4' 1-314' 1^114• r 1.114" 1.114' 1-114- 1.114• 1-11C 1414' 2" 13/a' ISB' modes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2 Anch Q4.75"M,tA 0.4J9tandard w Cllsel Olp(Fg,1k 3901bs 390lbs 450109 8901b 1614 ms 2701ba 280lba 354 lbs 740lbs 374 ms 6"We 946 IRS 341 m9 4421bs Boo U. OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration bate 5/26!2021
4 Anchors 1.15'Min O.C,/Slenaard(or Offset)Cllp(FIg.2X 4601bs 700 lbs WA NIA WA A 380 ft NIA NIA NIA WA WA 682 lbs BBSIb9 11206. CAPACITY(FROM THE TABLE)OF THE SELECTED '
4 Anahcrs T 3"Mia O.C.1(?)2x5 Atgle Glpa 1 fflg,3X 780 ms 780 ft ON lbs 1560 ma 189611:1 640 ms 590 ma WA 760 It. 748 ms Boo lbs 1692 ms 662 ms 085Ib9 11209. MULLION.IT WILL YIELD A MINIMUM ANCHOR By/�
3Anchom®0.54'Mln.O,C.1 U4]Ip,h1o.100"Alum.(Ftp,qX WA WA WA N/A WA WA WA NIA NIA NIA NIA WA NIA NIA B501bs CAPACITY WHICH MAY BE USED TO QUALIFY Mlatnl-D Product Control
1 Archer/F47Ip(Fig 5X 195 m9 195 m4 225 ms 445 ms 812 ms 135 Qre 140 ma 1771x 3701bs 187 ms $32 ft 473 ms 170 ms 221 las 280Ihs ADDITIONAL ANCHOR OPTIONS FROM THE
2Anc-RR 1.16'Min.O.GI F-aIp WW,aX 240 ms 350 Ito WA NIA WA WA 1901bs WA WA NIA WA I WA I 341 In. I 4121bs 560Ihs ANCHOR CAPACITY TABLE.
FIGURE is FIGURE2: TABLE NOTES: 1 250" )•-1.250"--i 16
® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION I I
® ® ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. 1 t I 1 I I'll/-
FIGURES:
II)
3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
FIGURE 3: SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.250" 9,2fi0• ; 'C,."1,ICENSF••,C�
ANGLE SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •��
® 0 ® ® BE USED CLIP T NG.58705
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
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
FIGURE 4: FIGURES:
FIGURE 6: 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND :0:NN ATE F (L
® .045'THICK(18 GAUGE),STRUCTURAL STEEL TO BEATLEAST.125'THICKANDA36.ALL .100' .100' �i CC '•FCORIOp.••'���
® ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIALi s
® 410&412 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 410 S.S. 13MUL ION X.R 1.2M X ION FOR
X,100'
0 FIELD-MULLED UNITS FACTORY-MULLED UNITS 11 '1
O
A.LYNN�IILL��,P.E.
FL P.E.#58705
w
TABLE 104 m �
Mullion Capacity Table(IbelRa)
Opening Width(farvedicel"panr9ng mu0iols)crOpening Height(forhorizoMen"pannigg mullions) SEd s 5
50h fi01n 701. ao in 90 in login 1201n 140 in 1601. 7 0
Reelangutu Traplrriang. RaderigWar TrepRriang. RoWangular TrapTdang. Roetenular Traplydang. Rectangular Trep/Tdeng. RectangWar Tr4p/rrmng. Rectangular Trap?dang. Recmnguler TmpRriang- RaelmigWer TrepRrieng. �'
1.2582d 6 Loading
Lending Leading Laading Lo.ding Leading Loading L-1.9% Loading Loading Loading Loading Loading Loading Leading Loading Leading Leading c= U
AlTub .� ., a.. 5 'E.. '3 �.-• Y 'E A r .E .r
mull
as a oa A8 S A2 v� R€. iao a $�,
v ua v v v v o v v v v v v v v$ 5 L)
k z5 `.g e5 o.S se b
t s s> o rn c W
z` @ s'tz z" F�. d`n @. ¢`o" @• de' 2. d` €. 4`nz" f @ 2er n°r i 8 z f @, Q`e" Z'er 1`rc OZ ¢ W
W
42 in 170.0 620 170.0 436 170.0 744 170.0 dig 170.0 060 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1210 170.0 621 170.0 1402 170.0 521 170.0 1736 170.0 621 170.0 1983 170.0 521 W J
J <n
48 in 170.0 709 170.0 S24 170.0 850 170.0 584 170.0 992 170.0 G30 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 600 170,0 1700 170.0 C80 169.7 1979 170.0 680 148.5 1979 178.0 680 _ (n
50.625N 170.0 TAY 170.0 563 170.0 696 170.0 631 170.0 %46 170.0 684 1700 1195 170.0 723 170.0 1346 170.0 747 170.0 U94 170.0 755 1740 1793 1700 766 1525 1877 170.0 756 133.5 1877 170.0 756 = �
54In 170.0 747 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1175 170.0 803 170.0 1434 170,0 837 170.0 1594 170.0 056 1SSA 1768 1700 E61 134.1 1769 170.0 061 117.3 1759 170.0 861 0 m O CO
601" 170.0 086 IT0,0 701 170.0 1063 1700 797 170.0 1140 170.0 670 170.0 1417 170.0 544 161.1 1611 170.0 926 145.0 1611 170.0 1033 420,8 1541 170.0 1063 103,6 1511 170.0 1063 90.6 1511 170.0 1063 1 F=-' U DO m
11" 1111 030 170,0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 1508 1370 170.0 1015 1392 1370 170.0 1076 125.3 1370 164.0 1082 104.4 1379 155.9 1072 89.5 1370 1553 1070 78.3 1370 155.3 1070 W Z
0 661. 170.0 9Td
'Yo
TB9 1700 1169 170.0 903 155.6 1249 170.6 1002 1361 1240 158.8 1013 121.1 1248 147-1 1000 108.9 1240 179.0 989 90.9 12dB 130.4 978 77.8 1140 129.0 076 601 1248 129,0 976 Z = m d �• _
m
z
J
72 In 167.8 I0d9 170.0 878 179.9 1049 150.2 092 119.9 1049 132.1 875 tgd,9 1049 119.1 BEO 93.2 1049 109.7 849 83.9 1049 101,7 838 89,9 1049 913 075 69.9 1069 91.2 010 622 1049 91.1 820 w o 10
o Thin 142,7 %i 149.1 022 1189 941 126.8 805 101.9 %1 111.2 791 89.1 941 100.0 79.3 %I 91.7 7fi6 71.1 %7 85.6 757 W.6 841 77.0 744 51.0 %1 72.0 737 42.6 %1 77.3 73fi .=.1 ° 6 �z
701n 1320 694 137.6 783 11o,0 894 116.9 767 %.3 8% 1024 753 02,5 894 91.9 740 77-3 894 84.1 730 66.0 994 783 721 S5.0 994 70.7 707 47.1 8% 67.0 T01 41.3 8% 66.1 698
r .-
90in 85.9 671 80.7 596 71.6 671 71.9 505 614 671 85.7 575 57.7 671 56.2 fifi6 47-I 671 529 558 43.0 671 dO.B 551 35.8 671 43.1 639 30.7 611 39.7 531 16.9 671 37.9 626 Z Z CR 13 (711 Q N 07
961. 70.8 690 72.8 627 59.0 590 61.4 518 50.6 590 534 639 44.3 590 47.6 562 39.3 690 43.0 491 35.4 690 39.6 498 29.6 690 32.7 477 253 Egg 31.6 469 22.1 590 29.0 454 �, F x dZ m to
tog in 49.7 466 50.8 421 414 466 424 414 355 466 37.1 408 31.1 466 32.9 402 27.6 466 11,7 396 24.9 466 27.1 391 20.7 266 23.6 382 17,8 4fi8 212 375 15.5 400 19.6 370 a (n N A O q0
111 to 45.0 4.11 46.7 AGO 39.2 441 393 393 31.7 441 34.1 397 206 441 30.2 361 25.2 441 274 376 229 441 265 372 19.1 241 21.5 367 164 441 147 356 14.7 241 17.8 351 Ln C0
o W Y Y
120(. 70.3 370 76.9 344 302 378 31.0 339 25.8 770 26.0 334 22.7 378 23.7 329 20,1 778 21.3 325 18.1 370 195 321 15.7 378 10.7 314 0 CL x
1461. 21.0 262 212 742 tI5 262 170 239 15.0 262 75.7 236 fJ N Q O Q
C d E� Zmco 0A
TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: p is tl O'mW
Anchor Capoclty Tabte(lbe) O o w ss
SubSlrals 27K C-acte 351 Cmc, HdIGW CMU F81e0 CIAU PTVlODO Metal (OP-)X( NELI.N ANCHOR CAP.,,
vteeco va°ssBcc sl6•FJeo v4 as eco utostee mzsteel 1nzslml MULLIONCAP."e PRODUCT REVISED
Anchor Type: at9 eco IAtmrm U4'ecaugr:on Ulimcon 3'19 aro NLIOem 114^eco Ulirazon AggreGalar Ullmem Aggre06tor Sere11(G3)Screw(G5) Sew IGS) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida
Anehor Cllp Petteme
EOgegstame pn' 1• 2•v7 1' 2-112' 3119' 2-vT T 2-712 2' 8-VB" 2 0,46" 0.64• 0.327' CAPACITY REQUIRED"CORRESPONDING TO AN Bullding ode
tW3Embednalt n 1-314- 1-314• 1`314• I Ne Y 1-114• 7-v4' 1-174• i-ile 1-114• I_iw 2 1-7ra• 1S'B' 1?Aes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2An. 0g15'M0.C,ISIz"Oa'd or00se7Cup(mg.ty 390 D9 990 ms d501bs 6901m 16441DS 270 IDS 200 its 354 HIS 74014 374 IDS 664 Me 946 Q6 SOI. 442.0. 560 Im OPENING,WHEN IT IS LOWER THAN THE MULLION Fxplmtion Date 5/26/2021
4 Andras®1.15'MIn.I9O.G I.1moum(or Cleat)cnp(Fig.2y 480 IDS 700 bx WA WA NIA NIA 38016. N/A WA RIA WA WA 662ms 885 @3 112044: CAPACITY(FROM THE TABLE)OF THE SELECTED
4Ane h0a@ 3•MIn,O,G I(d)2x5 AMID Qlps!(Flg.3y 78010. 780105 IiB01M 166114 IMIDs 54OW 560109 WA 76014 748 IDS 58314 169205 682MS 885 Me 112014 MULLION.IT WILL YIELD A MINIMUM ANCHOR By
3AMW.5 0.54"MIL O,G/ULilp,0 Meer'Alum,(Fig.4y NUt WA NTA WA WA NIA WA NIA NIA NIA WA WA WA WA 430 0. CAPACITY WHICH MAY BE USED TO QUALIFY NIIamaWProduct Control
tAtgr/FCllp(Fig.
18510. 7- 225 IDS 44614 82214 135 m9 140 MS 177 MS 370 IDS 187 ms 332!Do 473 Ite floras 22114 1 tag ms ADDITIONAL ANCHOR OPTIONS FROM THE
2 Archon @ t.ta Min O,CJ FCgp(Mg,R. 2401Ds 35D In WA NTA NIA NIA 19D On WA WA N/A WA WA 361IDs 442 oo I 561 in ANCHOR CAPACITY TABLE
TABLE NOTES:
FIGURE 1: FIGURE 2 t291"' 1.250'
® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION j
® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. fi 1 L 1 1 1 171!7 j
FIGURE 3: 3)SETSMUWON21 AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,TRI SEE 3. -) 3.250' 1 �1�;'•�10ENSF l�<
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q-:
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 •$
® ® ® ® -*;
IN PARS. 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 '.4 Q._
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE4" .624 �FIGURE4: FIGURE 5: FIGURE6: 6063-T5AND BEA MINIMUM OF,100°THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �;,I,., STA 0 ; (U
® .045"THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125 THICK AND A36.ALL �`�1''•:c�OR(DP,.•'G�C
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25"X 3.25'X.624" 1.25"X 3.25X.624" ? ...•.. . .
O ® ® #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR 410 S.S. MULLION FOR MULLION r-OR //7!!lNAL 111,1�`
® FIELD-MULLED UNITS FACTORY-MULLED UNITS
A.LYNN MILLER,P.E.
FL P.E.#58705
r
16
W
TABLE 11A ® �
Mullion Capeeity Table(Ihsife) .,
Opening Width(formnicab-Ipamling mldGons)orOpening Height(for horizoNeByspemmng mtlPons)
60 in 601. 70 In 80 In 90 in 1901n 1201. 140 in 160 in
0
1.25%394 Reetangdar Tmrrdang. Ree nplar TrepfRiang. Roctanguln TrePTdang. RW.U.Iar TrepTdaOg. R.d.,O., Treprrdang. RedangL. TwIrdang. Rna.Wln T.0dang. 1113 .SJl, Treprrdang. Rattan/Jar T-PTftg. m
Loading Lording La-1639, Loading Loading Laadmg L.adng Loadng Loading Loading Loafing Loading L.eding Loading L.adl.g L-ang Leading Lnxig i
x.626
Alum.Tube •E o
Mullion a 2 0 m€, a ��, �� as 6 v o W a�, a a� a a�, a ..� o m d a�. m w @, a a od N
a" v= n u"o v o" '° o= o om v vm u` u" V
A � eo� 5
;€ <•;s _ �€ s'a _ _� t 3p 3 $e �� t.€ o m .� U) Dnp ~
+� d`Q z€ dz �u 6`0- 2 a`� �" �� s� ¢`c 2 �z" $€ as �� �z Z w
421n 170.0 620 170.0 435 170.0 744 170.0 678 170.0 868 170.0 506 170.0 1 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 74118 170.0 521 170.0 1735 170.0 521 110.0 1963 170.01 521 I Z
ul J (n
48 in 170.0 T09 170.0 526 170.0 650 170.0 584 1170.0 992 170.0 177,1
170.0 1133 170.3 651 170.0 1275 170.0 677 170.0 1417 170.0 600 170.0 1700 170.0 680 170.0 1983 170.3 630 170.0 2267 1783 080 C -1
50.625 in 170.0 747 170.0 $63 170.0 696 170.0 631 170.0 1045 170.0170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 _ �
64 in 470.0 797 1700 612 170.0 958 170.0 691 170,0 1116 170-0IT0.0 1275 170.0 003 170.0 1434 170.0 937 170.0 1594 170.0 656 170.0 1913 1703 em 170.0 2231 170.0 861 160.2 2403 170.0 861 Q �
of m m W
60 in 170.0 885 170. 701 170.0 1063 171)e 797 170.0 1240 1703 170.0 1417 170.0 944 1703 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 948.3 2163 170.0 1063 1293 2163 170.0 1053 F V 41) LU
63 in 170.0 930 170.0 765 170.0 1116 170.0 B50 170.0 1702 170,01703 1488 110.0 1016 770.0 1613 170.0 '1078 170.0 1059 170.0 1122 158.9 2060 770.0 1169 134.5 2080 170.0 4111 117.7 2060 170.0 1171 ¢ W Z
IL
$ 661. 170.0 974 170.0 769 170.0 tts. 770.0 903 170.0 1985 170.0 170.0 1558 "a II 1006 110,0 1753 170.0 1155 770.0 1968 170.0 1210 143.0 1966 170,0 1275 1226 1966 170.0 1288 107.2 1966 170.0 iZ66 Z g m =
c Z J 2U
J 72 in 170.0 1063 170.0 878 170.0 1275 1703 1009 170.0 1488 170.0 170.0 1700 170.0 1'&6 154.1 1734 170.0 1316 138.7 1734 169.8 1388 115.6 1T34 155.9 1364 99.1 1734 150A 1362 85.7 1736 150.2 1352 •1 W J s
0
761. 170.0 1112 710.0 437 1703 7366 170.0 1080 1683 1556 170.0 147.3 1556 1652 1205' 131.1 1556 151.5 1266 7118 1556 141.3 1251 903 15� 128.9 1229 862 1356 1223 1219 737 1656 121.2 1116 ¢ J •? 6qZ
76 in 170.0 1151 170.0 967 17x0 1381 1780 1116 155.9 1477 1693 136A 1477 152.0 1724 121.2 1477 139.1 1205 109.1 1477 129.5 1191 90.9 1177 176.9 7169 779 1677 116.8 11511 W.2 1477 1093 1154 7 Q r•gain 1420 1110 1465 986 118.4 1110 123.9 368 1013 1110 107968.8 1110 983 936 759 1110 97.5 922. TV 1110 80.7 910 S92 1110 71.3 891 60.7 1110 65.6. 878 44.6 1110 627 B70 2f-' � N9611 117.0 976 120.3 812 9T.5 975 1015 856 83.6 975 053 732 976 70.5 029 66.0 075 712 617 585 975 66.4 807 48.8 975 57A 769 418 875 523 776 36.6 9T5 49.3 T67 F x �08In822771 Bd.O 696 855 TTI 70.7 685 58.7 771 61.3 SIA 771 'A.3 664 45.7 777 49.0 655 41.1 771 449 677 343 771 38.9 532 294 771 35.0 621 25.7 771 32A 612LLI
1111. 76.7 730 773 681 63.1 730 65.0 650 54.1 730 56.3 67,3 730 49.9 631 421 Tia 45.0 672 37,8 730 41.1 614 315 730 376 800 27.0 730 319 589 23.7 730 29.5 501 1n c'j
59.9623 61.0 559 49.9 624 51.2 560 42.6 624 dd3 37.6 624 39.2 346 33.3 621 353 637 30.0 623 72.2 531 26.0 624 27.7 619 21.4 624 26.6 509 18.7 626 125 501 X �1441. 34.7 633 35.1 403 289 433 22A 395 24.9 433 254 21.7 633 224 305 193 633 20.0 781 17.3 473 182 376 U N ¢ O O
Z
TABLE 11B a �$ �0 g
AnehorCepaelty Table(Iba) ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 A m�
S,eamte: 27k Corcrne SSk cant. NGrow CMu Fluor CMU PrW d Meta (DP-)X
CAP.,,„,,,,
(D,0-,)X( )=ANCHOR CAP.,,,,
sts E1c0 v4 ss 800 916°57ce v4'Sseco Wo sea atzsted 412 Steel
MULLIONCAP,m PRODUCT REVISED
Anciwr Type: 8'16'EICO Nlra:On vs-.11"dcon U1tra<on 3716•fico U01a:on v4•rdc0u0mcOn Agg erat0r Ullman AggreGaor Scren(O5)Sc'(G5) 3wr(Gb) USE THIS FORMULAITO OBTAIN THE°ANCHOR as complying with the Florida
Anchor Clip Patterns I Building Coda
EO�IAsmire On r 2-u7 1•' 2-v2' sva" 7• 2•v2 t• 2•v2• 2, lv9' 2 0.48^ Osa• 0.320-• CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17-0630.01
Embedrlent On 1314• 13'4' 1314° 93.6' 2• I-714' 1-vY 1-114' 7-v4' 1-v4• 1-vr r 1-are• 1-31137 vales ACTUAL PRESSURE REQUIREMENT FOR THE
2AnehDm@479'Igh O.C.I SrardW ar ase?CUP 019.7k =Ibs 3W"" 45D In e90 We 1"Ms _E0 ID9 2601'5 354 MS 74013 37413 66109 946 US 3411bs d42las 3 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Dato OW26/2021
A ArchWQ 1.15'MIn.O.C.I Sramam(a1 el)UP Dig.a 4$I IDs 700 ft NIA WA NIA NIA 38013 WA WA NIA WA WA 6a21M 813513 17211as CAPACITY(FROM THE TABLE)OF THE SELECTED
4Archds@TMIn.O.0/(L7215Ar9eCIp570i&3A 700 DO 78013 680 lbs 15M Ra 199613 540109 56075 NIA 76013 7483. 86013 18921"5 SB21b9 86601a 1120 a. MULLION.IT WILL YIELD A MINIMUM ANCHOR sy
4AMrM gg 0.54"MIn.O.C.I U-Cilp•e0o.100'Aium.(P9.41NIA WA NIA WA NIA NIA WA WA WA NIA WA WA WA WA 129.113 CAPACITY WHICH MAY BE USED TO QUALIFY MiOm- a Product Control
- f Amrwi FC9p(fig.4 19513 10513 22513 44s 13 82213 13513 14013 1771bs 37013 1870. 39213 479Ba 1701b5 22113 28013 ADDITIONAL ANCHOR OPTIONS FROM THE
2Ancm6®1.15 Mrt O.CJ FCCp 1119.6$ 26009 35013 NIA WA
NIA WA 19013 IHA WA NIA WA WA Si113 442 PS 56013 ANCHOR CAPACIT.TABLE
1.250'
FIGURE 1: FIGURE2• 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.
.� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
aoNv
FIGURE 3: �YNNM
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.94° =•�1 S
ANGLE \ �'�:. GEN F••,C�
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q•,: •.(��
® ® ® ® SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
BE USED N0.58705
~ :
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �T. 7
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL DFIGURE4: FIGURES: FIGURE6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE •BD63-TS AND BEAMINIMUM OF.100"THICK.STEEL STUDS TO BEAMINIMUM GRADE 33 AND � 624° � G/�
® ® .045'THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL -1 i�s• F�ORIDP,.•' \�`�
C ® ® ANCHORS INTO METAL SHALL EXPEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
® #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR410 S.S. 1.25'X 3.94"X.624' A QM N NNJDER,P.E.
rnul.uoN FL P.E.#58705
4
TABLE 124
Mullion Ca achy TablObsK n R �
gi� �,@5
Opening Width(for uerficaliy-spanning mldrrons)or Opening Height(forhodzorls*spannirg mWors) ,�$ F
sow 70M BON 9O In 1001. 1201. i4oh <
Rectattguler M pfoiag. R1etukpciar TRpnH g. RWWgd- Ttsp7Tdang. Re4laM$. T,nWUMU. Rett-latlar Tmpriiiong. lie .1pew 7r41Mang. ReetanguLY T8pr711ang, Rectengul Thmmang.IR"
r Treprol-m, 0
2 X 4x.25 Load. Lnadn9 load. ung Loading Loe6na Load. Load. Load•. t-d. Loadn9 Loadbg ul-whg Loading Lowing twdng Lca tg Caadtg w
Alum Tube ,s r .a a _z r r ,arm • • ; ;g '_ a a �.• .• 3 a a a t+ a• .` .. oz y
Mui9on .^'
tr` f a 87 8 xs a� � : :� ba 17= �� �
as e a a� d a` an 3 ap s � saa
5 a fi a -
$ r aa� � $c` �� 3 �a� i dp � a� d�� cis" f$ <a f fx ua i k�a d � krc � �a� W
fl42In170.0 620 170.0 435 170.0 744 170.0 478 170.0 e6e 1740 506 170.0 992 170.0 519 170.0 lits 170.0 521 170.0 1240 1n.0 521 170.0 146a 170.0 521 170.0 1735 170.0 $21 170.0 1983 170.0 521 QLU170.0 708 170.0 524 170,0 850 170.0 684 170.0 992 170.0 630 1740 1133 570,0 661 170.0 1275 170.0 677 170.0 1417 f79A 680 '529 1700 170.0 180 170.0 1983 170.0 600 1740 2267 170.0 680 J5W
170.0 7dT 170.0 563 7749 896 170.0 631 1740 1048 170.0 684 176.0 1195 170.0 723 1740 1345 170.0' 747 170.0 1496 170.0 756 170.0 1783 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 754 1700 1275 170.0 803 170.0 1434 170.0 837 170,0 1594 170.0 856 170.6 1913 170.0 861 170.0 2231 170.0 661 170.0 Me 1701 •881LLI Q170.0 885 170.0 701 170.0 7063 170.0 797 170.0 1249 170.0 878 170.0 1417 1704 944 110.0 1594 170.0 396 170.0 1711 1740 JCi3 1700 2125 170.0 1083 170.0 2479 170.0 1093 160.8 26x0 170.0 1063 2m0176.0 930 170.0 745 170.0 1116 170.0 360 170.0 1302 1740 90.3 170.0 1468 170.0 1015 170.0 1873 170.0 1076 170.0 1859 170.0 1122 17UO 7231 770.0 1169 166.7 2553 170,0 1171 145,9 2553 170.0 1171 ,� F- O U
t' 661. 170.0 974 170.0 789 170.0 1189 170.0 943 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1763 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170,0 1275 151.9 2437 170.0 1268 1029 2437 170.0 5286
721. 170.0 1063 170.0 878 170.0 1275 170.0 low 170.0 14W 170.0 1128 170.0 1700 170.0 1228 171LD 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2784 170.0 1488 124.8 2184 170.0 1628 109.2 2184 170.0 1530 Z z rn 2 m U
761. 170.0 1122 170.0 837 770.0 1348 170.0 1000 170.0 1570 170.6 1299 170.0 1784 V0.0. 7222 1647 1960 170.0 1421 148.6 1960 170,0 1505 7771 1960 161.6 1548 1041 1850 1U.D 1635 92.9 1960 152.7 1531 _ E a W z
78 N 170.0 1151 1701 467 170.0 1381 170.0 Ille 170.0 1611 I-= 1250 170,0 1642 170.0 136.9' 162.7 1861 170.0 1474 717.4 1851 167.1 1500 114.5 feet 147.3 1473-982 1861 139.6 5464 85.9 1861 137.9 '1434 H Q 6- .-- z
40117 770.0 1328 774.0 1144 149.1 1348 156.0 1219 127.8 1388 1360 1196 111.8 1398 12L3 1178 904 1390 110.2 7162 88.5 1398 101.6 1147 74.5 1388 89.8 1122 6J,B 1JDp 927 1105 559 130e 78.9 7086 Z F-• J Q
J
96 h 147.4 1229 151.5 109& 122.9 1229 127.8 1019 105.3 1229 111.2 1061 82.1 1229 949 1014 81.9 1229 89,0 1029 73,7 1229 824 1016 61.4 1220 72.2 893 St,T 1229 85.9 377 46.1 1229 62.1 967 Q z �
tech 103.5 971 105.8 877 86.3 871 84.0 8&2 74.0 971 77.2 649 64.7 971 68.4 837 67.5 971 61.8 825 SU 971 563 875-43.1 971 49.0 796 37,0 9Ti 44.0 782 324 911 40.8 771 0•
Nm o
111 N 914 919 87.3 832 79.5 819 81,4 819 68.1 919 748 66'6 59, 910 628 794 53.0 919 58.7 794 47.7 919 51.8 774 39,7 018 M1 758 31.Y 819 403 742 29.8 919 37.1 732 11J X
1201. 755 786 76.8 716 629 786 64.5 705 63.9 786 55.0 699 47.2 706 48.4 686 41.9 786 41.4 877 37.7 786 40.5 658 313 798 31.8 653 21.0 ]8H 31.0 sot 23.6 TBH 26.4 631 0 �. x
t!}
M41n 43.7 646 442 504 344 NO 37.0 498 31.2 64 319 491 27.3 546 28.2 465 24.3 546 25.3 479 21.8 598 229 474 182 518 }9.5 484 15.6 1.6 173 465 13.7 546 165 448 U x Q O
TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA; 0" Z O
AnchorCapacily Tadte gb9) a m0>~O
ANCHOR CAP. _ op f��K
Substrate 27wmmRte 3.5k Cmt. Hd1wCMU Fllle0CL7U PTWod/ Mold (DP)X ANCHOR CAP.,e•, O A a..y
Safi Eiw 1+d'SS£505/6`Eka 1J4^S58w dt051e:312Steaz #12 steer `MULLION CAP.,,,.,.,„,�� �i
MChorCO Patterns Anchor Typt 3016'EIt0 U6miai V4*EIC UWCOn UOaion 0501E EliolMRxm LC EICOUitracon r UOMCm A
p A09VO o 99teGazrr screw(t;s)screa{G5) scmw{O5) USE THIS FORMULA TO OB7AINTHE'ANCHOR PRODUCT REVISED
E(*Dimme vey s 2-11z 1" 2.112 3.178• r 2.112 1' 2-Vr z 3416• z 044" F_-:F7- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN as eomptying with the Florida
embemlmt MT, 7314• 15'4' 1314' 1-&4' r 114- 1.114• 1-V4' 1-V4' t-V4' 1.114• 7 15.8' lata vanes ACTUAL PRESSURE REQUIREMENT FOR THE Banding Code
2Ancton@4,7ff 1411717.17.7 SferdaB orOisetCpp¢107 SWISS 399116 450 m3 69005 t644Us 270015 287 nA 3540s 740161 374 ms 6616s 946111 341 IDs 4420a mo108 OPENING,WHEN R I3'LOWER THAN THE MULLION NOA-No. 17-0630.01
4 Amhara 9 280'Mh O.C.1 Stm=(o7Cfa8q COP(Fill 37 743 ms 74010. 00169 1485lbS 1424 Bts WA SM lbs NIA '695 to$ IUA Me ilia WA 652 MS 665 im 1720 Us CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Data 05J26J2021
SAMt=01,7r M810.C.t Sta)MtdmCfWt)COPP94} 80 IDS reg) 75B lbs 1946Its NJA 1..m 745M NIA 749169 NIA WA WA 1D221b8 1327105 i6W its MULLION.IT WILL YIELD A MINIMUM ANCHOR y-^i-
{
4Amr019@ 8•MIn.O.C.1(2)2x5.0 Ie UPS/ a4 70010s Rs 680163 SSW rrs 559603 046015 5fA 0s N!A 760 its 74a ros 88Oite /8921. 652ms 885Ra !1238. CAPACITY WHICH'MAY BE USED TO QUALIFY B
GA.0rMN.O.C.7(2)2r5ArCIOClipst(998F 1170ms 11701ts 10201bs 2349 Its 264405 In of
840/03 WA 1l.;Q lbs 1122165 13201bs 2801 Us 1022115 132716; 16DO Ita ADDITIONAL ANCHOR OPTIONS FROM THE wk-re
Product Control
3Amtats@1,34-Mtn,O.C.r UZOo.iMo.123Ahan¢i477 14/A WA NIA WA NTA NIA WA NIA NtA NIA WA WA NIA 1.:A 1073 ANCHOR CAPACITY TABLE.
6AmMn@D.64'MN,O.C./U�COp.Inlo.IWAUM099.4 NU WA NIA WA NA NIA WA NIA WA NTA WA WA NIA WA 21 me
2Anchm@268"f4m O.CJF431p{Ylg Bj 37005 3702s 315163 143 t6'% 7120. WA 2w MS WA 348itS NtA 4�l� WA 3dt 184 4r2 ma fw ire
3AmrM@171'MIn.O.GJ F471(R0.1pp 443 bs 52533 873ms 878115 NIA 1.w 3531bs NIA W91ts NIA WA WA 511 Ib9 S64lb5 840 Its
NOTE FOR THE OFFSET cup,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP,
CIRCLED VALUES ARE USED W THE EXAMPLE ON SHEET 24. '
FIGURE I: FIGURE 2' FIGURE 3: FIGURE 4: '
•
a
o TABLE NOTES: 2000'_•.+
• e • • e •
1)SEE
GENERAL SHEET
INSTALLATION INS RUCTIOMETHOSS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR
o • • s •
a i
FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Y it''•'•• VtCENSF •.l`tn
• • o 0 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED IN •250" 40Q0' No,58705
• e o •
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE
LOCATIONS. ��: ZZ
FIGURE7: FIGURES: FIGURES: FIGURE 10: %Q ST TEO �`7'- ��
ANGLE CLIP 4)SUBSTRATES;CONCRETE SHALL CONFORM TO.ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '•. S !{/�
IF• .• o o (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
MUST BE USED ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125'THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045 THICK(18 YXW X 15'MULLION
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST-126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWIt
• o • THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 B.S. A.L11!(1N RAlLL��2,P.E.
FL REM 58705
4
1
i
TABLE 13A
Mullion Capae TablO IbsIej S
Opening Width(for vertiCa*speroiig"Ons)or Opaning Holght(fpr horizzliall}<.aparrting mUlims) oh
60 In 60 in 701n 80 in 8o In 1001n 1201n 1401n l W In d <
Raefa•:p1w Tmp77dwv Rectangldar Trap7Tdan9• Recten�tar TnA fda�. Rectaneuhr TrepRdatlg. Reelang.5ar T�Tfim9. Reetang�dsr T-PMW.9- Raebng3lar ha#Trieng. Reetingdar TrayTAang. Rectanwtm Tr07dan9, ^ D
2 X 6 X.26 Leasing Inadng Leasing Loading lusdng Laadng U-5d 0 Loafing Loading Laedt67 Loading Laking Lowing Lwdng Lsadng Loading Isadllg Loading
Ahmt.Tubo
. r�.zo `5 Is ..Muvo
ox o
13 e 13 e
42 In 170.0 620 174.0 435 170.0 744 170.0 478 170.0 868 170.0 5D6 170.0 992 170.01 519 170.0 1116 170.0 521 1Z0.0 1240 170.0 521 170.0 1488 170.0 R1 170.0 1735 170.0 521 170.0 1083 170.0 521 b lU
5
481n 1740 70B 170.0 524 170.0 850 1170.0 $84 1704 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 617 170.0 1417 170.0 680 1704 1700 170.0 CDC 170.6 1983 170.0 680 170.0 2257 1 170.0 660 .�..t
50.625 In 170.0 747 117D.. 583-1709 896 170.0 831 1740 1048 170.0 604 1709 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 1 170.0 756 5740'2082 170A 755 t70.0 2391 170.0 758 o: Z
641n 170.0 797 170.0 612 17D.D 956 170.D 691 170.0 1118 170,0 754 1700 1275 170.0 003 170.0 1434 lion 337 170.0 1594 170.0 85H 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2S50 170.0 881 CO W O O ~
O
60 N 170,0 885 170,0 701 170.0 1063 170.0 797 170.0 1240 170,0 673 170,0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 1700 2126 170.0 1083 170.0 2479 170.0 1063 170.0 2833 170.0 1063 � � C1 USO
63 in 170.0 930 1740 745 170.0 iti6 170.0 850 t70.0 1382 170.0 940 170.0 1488 170.4 1015 170.0 1673 1700 1078 170.0 1859 170.0 1172 i740 2231 170.0 1169 170.0 2603 170.4 1171 170.0 2075 170.0 1171
831n 170.0 97;1 170.0 788 170.0 1169 170.0 90.1 170,0 1764 170,0 1042 170.0 1658 170.0 itl88 170.0 1751 170.0 1155 170.0 1848 170.0 1210 Ron 2336 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 12M Z o m
C 72 in 170.0 1063 170.0 878 i7g.0 1275 170.0 1009 170.8 1408 1700 1126 170.0 1700 170.0 1228 170.0 1813 170.0 1315 170.0 2125 170.0 1387 TYRO 2550 170.0 1468 170.0 2976 170.0 1529 170.0 3400 1709 ISM vi
-I 7H in 110.4 1122 574.0 937 170.6 1346 270.0 1090 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 1740 1421 170.0 2243 170.0 1505 170.6 25&', 170.0 1629 17D;D 3140 174D 1694 170.0 35&9 170,0 11745 a 4.E aZ
70 In 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1042 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1664 170,0 2703 170.0 17W 170.0 3223 170.0 1777 379.0 3663 170.0 1796 `1 J r
901n 170.0 13M 170.0 1144 170.0 1504 170.0 1320 170.0 1859 170.0 1498 170.0 2125 170.0 1653 170.0 2391 1704 1793 17D.0 ZBW 170,0 1918 170.0 3188 170.0 2125 156.0 3413 170.0 2273 iW-5 3413 170.0 2351 Z Z J Q � Oa
I- Q Z � r
Win 174.0 1417 170.0 1232 170.0 17DO 170.0 1434 Poll 1983 1709 1822 170.0 2207 170.0 1794 (T04 2550 170.0 1952 170.0 2033 170,0 2095 160.0 3199 170.0 2338 117.1 3199 1606 2470 120.0 3199 156.1 2428 G F- �m ao to
to un ..O
108 in $70.0 1594 170.0 1409 170.0 1913 170.0 1647 170,0 2231 1704 1870 170,0 2550 170.0 2079 164.0 2781 170.0 2271 148.3 2781 181.9 2333 123,8 2781 140.4 2286 105.9 2761 125.9 2234 027 2781 f16.0 2190 N ib N
111 In 170.0 1633 170.0 1454 1704 1596 1740 1700 170,0 2293 170.0 1932 170.0 2621 170.0 2149 151.6 2532 1623 2245 736.8 2632 148.4 2214 113.8 2832 128.4 2188 97.6 2832 115.1 2126 85.4 2832 108.3 2098 N « X
120 in 170.0 7771 170.0 1588 170.0 2125 170.0 1859 1546 7152 159,9 1901 135.1 2252 141.{ 1984 120.1 2252 1272 1938 108.1 2252 116.1 1915 90.1 2252 99.8 1872 772 2252 88.9 1836 67.6 2252 01.6 1808 O' H X
144N 125.1 1584 128.8 1445 104.3 1564 109.1. 1425 ee,4 1564 915 7407 78,2 1594 D0,7 1390 fi9.ii 1654 723 1373 62.6 iW4 66.7 1358 521 i5S{ 56.0 13311 44.7 1564 492 1305 39.1 1561 44.4 1283 0 ON z�Q
TA$LE13$ Anchor Ca aci Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 m m0�
subevale: z76cD.,ar11a 3310000. Roeaucrau ANCHORCAP.,,,„m, �i o N
R6ed CMO FT wood Metal (DP )X1, `ANCHOR CAP.,r, �
5116'elco 114'SS Ek0 916'Elco 114•SS Eko 810 54111 81267101 612 sleel MULLION CAP.,m,,,,,,
Anahor7yPM 3116-MOUlbacat 1/4•Eko Vinson 3116'Meo Uluwan 114'Eka 4lltrac0n PRODUCT REVISED
Anchor Clip Patterns NOacm AggneOawr UBmecn Aggre-Wr 3-(G53 Screw(G5) Ser01r(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR as"niplYing with the Florida
Edglnsrace(ny r ail2" 1 2.1/2 3-119 n 2.1n r z-1a r 3116 .z 0.48'• MW 0.324• CAPACITYREQUIREWCORRESPONDiNGTOAN 13uitdiagCodo
EmblIft-t(In 1.314' 1.314• 1.314• 10/4' 2" 1-114• 1.1/4• 1.114• 1-114• 1.114' 1.1/4' r 1-3191 WWII" was ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2Awhcm @ 4.74 Min.O.C./Sunda d er Ofeet Cllp Fig.192E 390166 398 lbs 454 ibs 890 ks 1644 wo 270 ms 260 ms 364 les 740 We 374 He 864 Me 946 pa 3411be 442 lbs 5Dolbe OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021
4 Anchor 0 4,66'M9L O.C.!standad for Oftel)VIP(Fla.Sk 780 Lbs 780[be 9W lbs 1780]be 3232lbe 540 Des 560 the 708)be 1480 ft 748[be 1272[be 1892Ibe 682 tbs 665"1 1120[be CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Anchate @ 1.71"Min,O.C./Slend9rd(wOftel)Clip D-7g,4}: 1180 Ise 1409 ins 1010IDs Z95 lbs WA WA 940 tDs WA 10651be WA WA WA 1363Ibe 1770 Y. 2240[m MULLION.IT WILL YIELD A MINIMUM ANCHOR _
4 Anahom @ 3'MIR O.C.1(2)2115 AnplACU
p3/(Flp,5): 7W be 780 wa sea be, 1480 lbe, 1895166 540 lbs 58016. WA 760)be 7481bs 880 lbs 1892 lb. 682 Me 085[be 1120 1b, CAPACITY WHICH MAY BE USED TO QUALIFY � C' -�-
Mlam- ode duct Control
4 Archon @ 3'bon o.C.l{2)215 ZIe C1pa t(Fla.Sx 4564106 iiW tDt t3W 1691 312.ibe 3792 The 10809» 1120 ft WA 1520 lbs 14911bs, 1780 be 37841!. IMM 1770 iD5 2240]be ADDITIONAL ANCHOR OPTIONS FROM THE
12 Anch-441.5'Min O.C,l(2)2115 An0'e Ceps I ft.77 16601bs 21001be 1440 Ibe 00]be WA WA 1320 we WA 15001bs WA WA WA 2045 We 26M we 3360 Its ANCHOR CAPACITY TABLE.
4A.W9-01.WIA.O.C.7 UCtp,66..125'A&M.Fig.8$ WA WA WA WA WA 17A WA WA WA WA WA WA WA WA 74��IDs
B Anchom LID 084•Mln,O.C./U47ip,into.126•ANm.(Fig.1:1:;.=19A WA WA WA NIA WA WA WA WA WA WA WA WA WA 288116s H•-2000"-"•(
2ADctwm 4.68'Mn.O.C!F471D(Flg. lbs 390 int 450108 890106 2818 Rs 270 766 28016! 954100 740 Na 374166 836106 948105 341 Iba 442116 5W 141
4 Anoh-@ 1.71•Mn.O.CJ F•Oip ft.1/}: MaIbe 7W lbs 50516s 12981bs Wq WA 4T01ffi WA 533W WA WA WA 682160 8851bs 1120. �•
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, TABU NOTES:
FIGURE 1: FIGURE 2. FIGURE 3: FIGURE 4: FIGURE 0: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYN1� j.,��
• • •♦ • � ��.•' �10ENS�.••,`�tT
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 6.0001
�. '•,'P�',.
• • ♦ ♦ • • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON No.58705 "
*: =
FIGURE 5: FIGURE 8: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ j}
ANGLE
e • • s • ° • ♦ CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '�Cy•'. TE F� 0.y
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
MUST EE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF-125" ��(�` ':F40RiDA..•' •�"��`
• • o e • • • • USED IN THICK.STEEL STUDS TO 13E A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO ii��S1S.�•"--L' ``'s
PAH BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6'X.25 A L'YCJA�I t{ttEF,vP.E.
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 B.S.OR 410 S.S. MULLION FL p,E,#58705
r•
TABLE 14A
MWOon Capacity Table bsRtx y$
Opening Width(forleertIca spotv57g m0lon9)crOpenln9 Height(fbrhorizarda41sparring moon)
501n 6101n 701, 80 In ' 901n 1001n 120 in 140 in 160 in j §
Reetar70nia 7mpTrktg. 11--W0alar TtaPrI'dong Ra
ctanlrg Tr�acrinc. Reoadlop Tr4Fr(dang RL-dl tar TtaWT4ng Reoading' TrLoadiang. Reooftfar S prfTEzrg. RUo dl q Trepr(Aa77g Rectan9olar Traµridarg, r r
1.26"x2.11" Loedin0 lnadhg Loading Loading Loatlrg LpaSng Loading LmtltnO Loadirg
Load
Loading' Loading L4adug Laad(rg Loadin0 Loadrg LoadIng Lwdng L
x.125"Alum r 21 r p r S r r r r r r r r r E
Tube Mull 6 �- �. , 6 �. s .s a , CN
€ 1st '' � '� a� ri
5yrog `_ q a �' 3�� _g " L¢ttpC Ufa fi� Rg k
:i d`d d¢ Ems. •$rC 5G d a 'a dd Ec. d � a= te a � d`SE� d°a'' dry �2 dd d sc d day 3z z � W 1
p w
42h 144.2 528 167.0 428 120.2 526 14&8 419 Joao SW 13&9 414 90.1 526 134.6 411 60.1 528 1341 411 721 526 1341 411 fiat 525 134.1 411 51.6 526 134.1 471 45.1 526 134.1 411 J
W J
481n 96.6 403 t9B.6 333 80.5 d03 94.7 379 W.0 -003 86.4 320 60.4 403 81.4 317 SaT 403 79.1 315 4$3 403 786 31-0 49.3 40.1 78.$ 314 30..5 403 78.0 314 30.2 403 7&6 314 K
50.625 In 823 352 91.0 301 %a 362 79.3 294 58.8 312 71.9 289 51.5 362 67.2 286 45.1 362 61,6 28A 413 362 836 2. 30.3 382 63.5 283 29A 362 83.5 283 25.7 362 835 283 IN- ' S 1
S54 In 67.8 31B 74.1 267 66.5 318 64.2 261 4&6 316 57,7 256 424 318 515 253 37.1 318 60.8 256 369 318 42.5 249 28.3 310 49.1 248 24.2 318 49.1 248 212 318 49,1 248 0 LU C, F
60 In 49S 258 0..1 219 413 256 45.7 214 35.3 25@ 40,7 210 20.9 258 372 207 273 268 34.8 264 247 2W 33.4 203 266 256 32.2 201 177 258 322 201 15.5 258 322 201 F 8 M w
63 In 427 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 20.7 234 31.6 1W 23.7 234 284 106 21.4 234 280 184 17.8 234 26.6 183 15.3 234 28.5 183 13.4 234 28.5 183 w 2 f
66 In. 372 213 39A 183 31.0 213 33.7 179 28.6 213 29.8 176 23.2 213 27.0 173 208 213 25.1 178 18.8 213 237 tW 155 213 22.2 18T 73.3 213 220 7W 11.6 273 220 ;768 c0 >� 0' _ {
727n 28.6 778 30.1 765 ZaD t79 25.6 152 264 173 225 tag 17.8 178 203 fd7 YA4 t79 i&7 145 dj ? U
76 in 243 JB1 21.4 140 20.3 161 21.6 137 17.4 16Y 19A 135 15.2 181 Y7.0 133 o rrt �0 i
701n 225 152 235 133 188 152 1S9 131 1&1 152 17.5 128 ¢
a
TAflLE 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ Z N
Anchor Capacity TabkObs) ANCHOR CAP,,,,u,,,,, a w X w 7
StIDatrdtC alk concrete 3--m C-, MoprnY CMU FEWCMU RT Wmo 74na1 (DP,",)X( )=ANCHOR CAP.,", ry) T p I
5116-Elco 1/0ss Elco sme*Fit. 114-SS Eko WID Stetl g1-s-I M72Steei MULLSON GAP.,,a„r„u � th
Archy Tyle: 316'Ek0 Ulr4cM 1/P EICDUB@Cm 9H6'Elco Utt2ton 174'Elca UlSnem
Anchor Cup Patfems 118rdtm fggrecilfa wtmcm gggeGxor Strew(66)scriw(cs7 scmw(c5) USE THIS FORMULA TO OBTAIN THE"ANCHOR N a X `1
Eo2e Dutarce(irtk 1' ZtJr t' 2.1rF sne' J• 2.1R• 1• 2-4W 2• 3-ir@• r 648` 0.sr 0.321 CAPACITY REQUIRED"CORRESPONDING 70 AN Ot N
Efneaml,erx taro• tare 1aa• rars r 1-vr 7•v4• 1•v4•- 1-va• 1•v4^ ta74- r 1-936' 1.Y6• vaAea ' ACTUAL PRESSURE REQUIREMENT FOR THE U N Q
4A,xinrs�3•n977.r}artga75A7x37eows7(Fl¢1 7W7t4 pros 69a7J6 156107s tee@tds a4o6b Faros
WA
710 Ib 748ro4 �o7es 1�270s s9zcta 6852s td397ffi OPENING,WHENRlSLOWERTHANTHEMULLION c? ¢ O O
CAPACITY(FROM THE-TABLE)OF THE SELECTED p,e.- Z �y��r�r11y t
MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 �
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
• ANCHOR CAPACITY TABLE. PRODUCT REVISED )
a5 conn1yln with the Florida
Building Code
NOA-No. 17-0630.01
Expttation Date 05126(2021
TABLE NOTES: - S-'-- ntrots I
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I i
FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
(� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116'.118• -
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CUP MUST BE USED IN PAIRS.
• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED i
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED 7- ��\ �...
YELLOW SOUTHERN FINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' 1 .���•�• %JCEN Ste'•_(�(t
THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11"X.125"MULLION '••�
LEAST,125-THICK AND A36•ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND
(INTEGRAL FIN MULLION) y+t.' Ne.58705
THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,I"SS-OR 410 S,S. �'` ^y7- •: 1}•
='�O'•. ATE �/ :(y
iG
1/4114tYAl at•'
A.L`INN mIR,P.E.
FL P.E.#58705
TABLE 15A = 644 $ iq
Mulgon Capacity Table(lbsftt
Opening Width(far verticaly-sparring muIDom)or Opening Haight(!or horimnieBy-sparrlirg mullions) °Se
a
501n 60 in TD In SO In 90 In 1001. 1201n 1401n 1601. p
R..Ieegular TmpRBang. Rectangular Trepffdang. Remmoler hapfrdan0. ReclangWar Tm�dam3. Rectangular ThprTdang. Rectangular Tbplidang, Rectangular Trap/Tdang. RectangNar T2p,Tdmig. Reetangulaz 71aplTdeng. jS•
325"30 Lwdln9 Lo Wne Leadng Loadng leading leading Cooing Load' L.eedn9 Lowing LcaAng Lowing Inad&g Load.9 Lacing LoadrtD Laadrg L-dng oY U
J
DEG.AL $ m $ $ $ $ QR $ mm r LL
BAY MULL R m Q� •'� o �, o �� °@
s 4 8 a` s c a as 5 a s o
€ '$ �� tkt �� g 63� y� ®� € �� �� � s� 6q s `` 9k �g� �'� w
E drc d`al g't'. d �� d`ac Ee d`-o: ��. i'�. a: �@. z@d g d¢ so d d¢ W
421. 170.0 620 110.0 435 170.0 744 170.0 478 170.0 868 170.0 We 170.0 992 170,0 519 170.0 1115 170.0 621 170,0 124D 170.0 521 170.0 14118 170.0 621 170,0 1735 170.0 521 149.1 1740 170.0 521 n� J
46 In 170.0 709 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 &T7 170.0 1417 170.0 eMW 152.2 1S= 170,0 680 130.5 1522 170.0 680 114.2 1572 1700 680
a LL
9
60.6261n 170.0 747 170.0 563 170.0 43.E 170.0 631 17D.0 1048 170.0 694 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 1369 1443 170.0 758 117.3 1443 170.0 75'0 102.6 1443 170.0 755 (0 U.I O o-54In170.0 797 170,0 612 170.0 956 170.0 891 170.0 1116 170.0 764 170.0 1278 170.0 813 160.4 1353 170.0 837 144.3 1353 170.0 865 1203 1353 VaD 861 103.1 4353 170.0 861 9112 1353 170.0 881 C W
Bain 170.0 685 170.0 7D1 1TB.D 1063 1T0.0 797 167.0 1218 170.0 878 146.1 1218 170.0 044 129.9 1218 159.8 936 116.8 1218 152.1 924 97.4 1218 146.1 913 83.5 121E 146,1 913 73.1 1218 146.1 913 Q h (�.) W Lij Z
63 in 170.0 930 170,0 745 170.0 1116 170.0 650 150.2 1160 168.8 933 131A 1150 163,0 914 116.8 1150 141.9 898 1051 1150 1342 885 879 1150 126.7 871 75.1 1150 1262 970 65.7 1150 1282 870 m (L
? P§ m 2
661n 170.0 9'74 170.0 709 152.4 1048 165.9 881 130.e 1048 146.6 864 114.3 1048 133.1 4350 101.6 1048 123.4 039 01.4 1048 116.6 Sia 762 iO4B 109A 821 65.3 1048 1082 018 57.1 1048 108.2 818 vi z
c 721. 140.8 II80 147.8 764 117.0 880 126.0 7443 100.6 880 110.8 734 88.0 880 100.0 722 762 880 92.0 712 70.4 680 852• 703 58.7 880 792 893 50,7 880. 76.5 688 44.0 890 76.4 888 y�' �
..1 p U ¢Z
761n 119.7 780 125.1 690 99.8 790 106.4 676 85.5 790 933 663 74.8 790 83.9 6R 688.5 790 76.9 643 69.9 790 71.7 635 49.9 790 63.1 624 42.0. 790 62.1 619 37.4 790 61.6 617 j Q
r r
M 78 in 110.8 750 115.5 657 023 750 98.1 844 79.1 750 85.9 632 69.2 750 T7. 621 51.6 750 70,8 612 55.4 750 65,7 605 482 760 59.4 694 39.6 750 56.2 588 34.6 750 65,6 •,688 Z Z ¢ Q
90 N 721 50 74.4 500 60.1 663 SZL9 491 51.5 5G1 84.8 483 45.1 563 489 475 40.1 563 44.4 468 36,1 563 40.9 462 30.0' 583 38.2 452 25.8 563 33.3 445 22.5 683 31.5 442 H
98in 59.4 495 61,1 443 49,5 495 51.5 435 424 495 44.8 427 37.1 495 39.9 421 33.1) 495 38.1 415 29.7 496 332 409 24.B 495 29.1 400 21.2 495 26.8 394 18.6 495 25.0 3110 a S2 ,ej) 3iZ o O PO
106 in 41.7 391 42.6 353 34.8 391 359 348 29.8 391 31.1 342 251 391 27,6 337 232 391 24.9 333 20.9 391 228 328 17.4 391 19.7 321 14.9 391 17.8 315 4� *�
111 N 28.4 370 392 335 32.0 370 33.0 330 27.5 370 20.6 325 24,0 370 25.3 320 21.4 370 22.8 316 192 370 20.9 312 16.0 370 18.1 305 or 0
1201. 30A 317 30.9 M 25.3 317 250 284 21.7 317 RS 280 19.0 317 19,9 276 16.9 317 17.9 21.4 V C3 Q O O
144 in 17.6 220 ITR 203 d� Z m� fn
TABLE15B ANCHOR CAPACITY ADJUSTMENT FORMULA: a0 �S ��z?
Anchor Capacity Table Obs)
ANCHOR CAP.-,,,,
suc trete: 2.7k Concrelo 3sI'ono. Hdmw r34u Fined CMU PTWood Ma9e1 (DP-)X( )=ANCHOR CAP. PRODUCT REVISED
Y76'Eko 1!459 Elbo 5116`Emo 1/4'SS Elco 910 Steel 912 Steel 91251od MULLION
AneMr Type 3/16•Eke Uitraaon t/4•Elco Ultracm UlMo. Yt6-Elco Uemcon 114'Emo Ullraeon AggmGatar Lamean A92recator 64rew G3)Screw G3 Seraw GS USE THIS FORMULA TO OBTAIN THE'ANCHOR as complying with the Florida
Anchor COP Pattems ( ( ) ( ) Bullding Codo
Edge Dietaxe(10 1' 2-12• 1' 2.1/r 3.1:8' 1• 2.12' 1' 2.111• r 3-115- r 0.48• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDINGTO AN NOA-No. 77-0630.07
Embe herd Mk ta/4• la/r ta/4• tea• z 1-1/4• 1.1/4• 1-U4' 1-114- 1.114• 1-174" r 1.3/8' fare• We. ACTUAL PRESSURE REQUIREMENT FOR THE
2Anaham@5'MIn.D.C./(2)2X5 Angle CIps!(Fla.1} 390 ms 391 lbs 45D lbs 890 me 1700 me 270 ms Zee We 3541bs 740 lbe 374 lbs 72010. Bas ms 381 me 442 tba 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/2612021
a Arrhom(�3.S M7M1 O.C.I RI245 Anele CSps 1(rig.2F
780 Fee 780 1b, 7901bs 1670 ba 2525 ms 540 Ms 550Ibs NIA 112010. 7481bs 880 me i89216s 682 lbs 805168 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED B
6 Anchors®2.77 Min.O.C.1(21245 Angle Oipe/(rig.3): 1120 ms 112010. 958IDs 7248168 2254 ms WA 940Ibe NIA 105910. NIA 1320 ros NIA 1022I1s 1127M 1680 roe MULLION.R WILL YIELD A MINIMUM ANCHOR y
CAPACITY WHICH MAY BE USED TO QUALIFY Miami-OC de Product Control
-- ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE,
FIGURE 1;
TABLE NOTES:
1)SEE SHEEP 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 !
FIGURE2: 1/11111111 /r
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEESHEETS 21-23. •125* .\`'ata•••.,••IV
o e HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30, �, - oCENSE•.�C�
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. Q'' '•.F�
4)SUBSTRATES:CONCRETE SiT11LL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 5250" ^1k No.58705
FIGURE 3: __ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED *_
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" •• '
e e THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK )
(18 GAUGE).STRUCTURAL STEEL TO BEAT '� •(Ly��
30-BAY O•• SATE
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLIONF
a a THEMATERIAL.#108912ANCHORS INTO WOOD MAYBE STEEL,18-BS.S.OR410S.S. s --.tORIDP••-•'•���
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. y�E'I AL \ \\
A.LYI�IG11RAtiLLER,P.E.
FL P.E.#58705
w
TABLE 16A ® �
Mullion Capacity Tablo 0b6KI? �8
Opening Width(forverlfcagy-s�wdng Indllons)or Opening Hofght(for horizonlaeyaparWng mu Tats) C c
501n =6o in 701n 80 in 901n 1001n 1201n 1401n 160 in '4 p
Recanguldr Tmprrdarg. Rectangdaf Tnp/Tdang. ReclangWar TiIOTrlang. Reclan9dar TmP7Tdang, Rueta110u1a TmWd.g. Rectanadar Trep fdang. Rletangdsr Tmp/Tdarg.I
ctangular TmprWng. Rectangdar Trap/Trimc. m
325"46 Loading I-rng Leading L®dn9 LOadmg L0adn9 Loading Laadmg Loading Lmdng Loading laadn9 L-drg Loadinge dng LOadng Leading lording 2Y"
DEG.AL a r r r a r a r r x p r p a i a rr r r r a r x
BAY MULL A a 0.F-. ,. .. a .. " o ns �., 0.r "n0. �0 a
u ci th3 chi i� 3 3 G i� c�n ri 3 1S o 23 ct t3 i1 fY cb =� t� s� se =� `� s� e° �� �� s� @ `2 se s� � o �13
_ s� s� g o Nh. � " '9 Wa: �o Lu42m 17C.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 505 170.0 992 170,0 Sig 170.0 11th 170.0 $21 170.0 1240 170.4 521 170.0 1488 170.0 521 .0 1735 170.0 521 te0.3 1871 170.0 52.1 WJ48m 170.0 708 170,0 524 170.0 B50 170.0 584 170.0 992 170.0 63D 170.0 1133 170,0 661 iM0 1275 170.0 677 170,0 1417 170.0 680 iev 1637 170.0 680 .3 1637 170X 680 1228 1637 170.0 680 U)
LL Se.625In 170.0 747 170.0 563 170.0 e96 170.0 1331 170.0 1048 1M0 684 170.0 1195 1M0 723 170.0 1345 1740 747 170.0 1494 17U 756 147.1 1552 170.0 755 .1 1652 170.0 758 110.4 1552 1740 756 W �Oo°54 in 170.0 707 170,0 612. 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 603 1700 1434 170.0 837 1552 1455 170.0 8S6 129.3 1455 470.0 661 .8 1455 170.0 861 97.0 1455 170.0 861 ii: m C, N0W
60 In 170.0 865 170.0 701 170.0 1063 170,0 797 170.0 1240 170.1) 878 157.1 1309 170.0 844 138.7 1309 170.0 996 125.7 1309 153.5 994 104.6 1300 157.1 082 .8 1309 157.1 982 78.6 1309 16/.1 9112 ~ U631n 170.0 870 170.0 745 170,0 1118 1M0 850 1829 1247 17RD 940 1425 1247 164.5 963 1X7 1247 1528 985 114.0 1247 144.3 952 950 1247 138,2 4364 1247 135.7 935 71.3 1247 135.7 •W5 I1J D-° 266 bt 170.0 974 170.0 789 170.0 1169 170.0 903 148.4 1180 183.7 965 129.9 11D0 147.9 045 115.4 1180 13&S 928 103,9 1190 126.4 914 86.0 1100 1195 698 1160 110.1 693 84.9 1190 118,1 emZU-Ig72In 161.6 1010 169.3 877 134.7 1010 144.6 059 115.4 1010 127.2 &2 101.0 1010 114.7 8711 88.8 1010 105.8 817 80,6' 1040 08.9 807 872 1010 90.8 7957 1010 87,8 790 50.5 1010 87.7 789 K -i4 � �{Z 761n IVA 905 1438 792 IRS 905 1220 7T5 981 006 107.1 761 859 908 98.2 T49 763 906 88.2 738 88.7 806 823 729 57.3 906 74.7 7161 908 71,2 710 429 908 70.6 706 L 0.478 in 127.1 661 132.5 754 105.9 961 112.5 738 90.8 881 88.8 725 79,4 881 88.5 713 lag 861 81.0 703 63,6 Bet 75,4 694 530 861 88.1 6814. 861 64.5 675 39.7 061 03.7 6729D in 827 646 85.4 5'74 63.9 1:16 MI 664 58,1 646 628 654 51.T 848 58.1 545 46.0 645 50.9 537 41,4 646 47.0 530 34.5 646 41.5 519 .5 646 382 511 25.9 648 38.5 507 F Q m Z
co06 in 662 588 70.1 500 56.6 558 59.1 499 487 503 51.4 491 42.6 568 45.8 483 37.9 561 41,4 476 34.1 568 38.1 470 286 580 33.4 4593 688 30,5 452 21.3 5611 28T d4T d ( jjj 0.pt08 M 47.9 460 48.9 405 39.8 M9 C39D 342 Me 35.7 393 29.9 448 31.7 381 20.6 449 20.6 382 23.9 449 26.1 377 20.0 M9 22.7 3681 449 20.4 301 15.0 449 18.8 358 c
LU (D Y Y
1111n 44,1 425 45.0 385 36,8 425 31.5 425 328 373 27.6 425 29.1 397 24.5 425 202 362 22,1 425 24,0 358 194 425 20.7 350 15,8 425 18.8 343 � O120 in 34.9 384 35.5 331 29.1' 364 24.9 364 25.8 321 21.8 384 220 317 194 384 20,5 313 1T.S 364 147 309 = U L0 Q
2 v O14d b 20.2 253 2DA 233 16.8 253 it C1.r Z U) rn
TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Capacity Table Ibs ANCHOR CAP.,!,",,,
seismal!: 2Tk Cwcrele 3.Sk Cerv. H011m9CMU RIM CMU PT Wand Meal (DP,aO)X( )=ANCHOR CAP„w
918.6140 tr4•ssElaasrlaEtao va•ssEmo atosaal el2sreal otzstee MULLION CAP.,,„,,,,, PRODUCT REVISED
Anctor Type 3/16'E6o Utrocan 1/4'EW,Ulhnean Ultracon 3/16'Eko U.- 174•Eko Ulbecon ApgreGator Ume4on , grcGalOr Srmw(GS)screw(c5) sue..(0.5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida '
Anchor Clip Patterns Building Code
Edge MI-Dnk 1• 2-IN- 1' 2-112' 3-1re• r 24Jz• 1• 2-lW Y 3.718• 2' 0.41' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17-0630.01
EmbEdment ontsm
13x4• 1.314• r 1.114' 1.114• t-114• 1-114• 1-1n' 1.114• T 1311' 1311• modes ACTUAL PRESSURE REQUIREMENT FOR THE
2M,na! 5'Min O.C,f IZ)20.5 AnB1e Alps J(Fig.1} 450lbs E90 lb, 1700 ma 270186 280101 3541bs 740lb5' 374 Ibs 720 lb. S40lb, 341 Imo 4421!! SBI La, OPENING,W HEN R IS LOW ER THAN THE\411LL10N Expirotio f4pato 05/2612021
4 Anchor;Q 35'Min 0.C.
(2)215 Angle C6p5 J(Fig.277901!6 1070 ms 2525 ms 540 ma 560166 WA 1120lbs 749Ids 830 ms 16921. eaz Iba 17851!0. 1120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED6AmhCM@271°M1nO.C.I(2)&5AngleC9lsI(F9,3): 956 ma z2461hs 22541bs NIA 840 He NIA 1059Ibs WA 13201!6 WA 1W21ls 11271!6 1660lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR By
CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Da roduet Control
- ADDITIONAL ANCHOR OPTIONS FROM THE i
ANCHOR CAPACITY TABLE.
FIGURE 1:
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 2:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE f '
_
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
• • o • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45° ``'�a�''•GEN ��( I
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '� a,•' J SF•.:(��
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.2 _*.' 4N.,58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALLBE PRESSURE-TREATED
• e o • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF.125"
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45°BAY
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
• • THE MATERIAL.#10 ANCHORS INTO WOOD MAYBESTEEL,18-8 S.S.OR 410 S.S. MUWON TATE ATE F (V`
i� •.•GORIDP•.••'����
ANGLE CUP(FIGURES 1.3)MUST BE USED IN PAIRS.
A.7LYNry1MJbIL P.E.
FL P.E.#58705
(
1.000"
T-
C!
1.000. 1.000-
.126'
.125"
2.750" Z760" 12W 3J25" .1 3.188,
.126" 2.000" .125' 2116" .126"
f-.265'
.125' t t t 125' 0
.375' 375 z
[y�I' a a
r a_ - I -
L cv Uj
0 :r
-T -T . -T in
1*X2*X.12S'MUL1l0N 11X2 X.375"MULUON 1'X2.7SX.37S'MULUON VX2,75X.650'MULLION 1'X112TX.5"MUULION 1.25*X3.188"X.265'MUU-ION 116'X2.11*X-12S'MULUON (n
6063-T6 ALUM, 6063-T6 ALUM. 6083-T6 ALUM, 6063-T6 ALUM, 60e3-T6 ALUM. 6063--T6ALUM. 6063-T6 ALUM
X-SECTION *SECTION X-SECTION F-
x-sEc*noN X-SECTION X-SEC7ICN
XSECTiON Cry U.1cl) 0
It co z CD U)
.125" .126' =1 C) M w
cl) z
TABLE A
STANDARD CUP I 2X5 ANGLE CLI A z LU
�GWaJG ALUM. I 6083-T6ALUMP Dimensi-ITVal-Opin) ForMullion: ff, 5 g! 1
2.00 X-SECTION 2.125" X-SECTION -F-1.-625 J. 10
21
j6o6U-CUPUM.
A 125' B Z654 I'XZ XA25' zi
125" X-SECTION Aluminum ll- L)
.......1-11 C 'fl 0.895 Tube MUII(On
D 0.740 R
.126' U) z
�.740 A 1.125 Z
B 2 'X.375".
404 Aluminum
5.500,
CUT HERETO .375" C co (0
Z75' 3.121T CRFATEF-CLIPSEE FMIN. 5.000* 0.6215 Tube Mullion t; z
MIN. DETAIL F,SHEET4 Z75-MIN-i D 0-490 (9 .2 -<
-1QS'MIN. A 1 1.875 oc 0>Q
En
r--------I r--------I ------ 1'XZ75"X w
I I I I A I U-CLIP - --------- B 1 3.000
L -- _:j- �j
I 6063�Tfi ALUM ------ - C M757 .375 Aluminum A
TOFrVIEW 2XS ANGLE CLIP Tube Mullion
'Z 6063-T6 ALUM. D 1.118 PRODUCT REVISED
TCPMEW as corriplzlo with the Florida
'r
Building a a
STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 -X2.75
6063•T6 ALUM. CENTER
BOUNDARY.SEE SHEETS 6,18 FORTHF 'x NOA-No. 117-0630.01
ENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR a 3.000 .860"
Z
Z-WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER 1/16. ExPirarr-4W-t-05/26/2021
..'.T SHED
SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE 13ASHED C --0,476 Aluminum
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.85E ton BY
Z Tube Mull.
DIAMETER:ANCHOR DIAMETER+1/16",1116", SHEETS 5-17 FOR THE IMvIi.M tro
Product conl
ANCHOR D.C. TABLE A 2000
DISTANCE.MAXIMUM PGT Part 0 B 2637 I'R 3,125'X
ANCHOR HOLEMull Dimension(Sheet#) .5017 Alum
5.500' .375" DtAMETER:ANCH OR Mullion Std.Clip Offset Clip U-Clip Angle Clip 0.863 Tube MUM
.375*� MIN. DIAMETER+1116'. D 1.137
MIN. 1-X Z'X.125-(5) 66605 666113M 6661118M 666243M 6MS11M
A 2.625
r---- -------I-----------I--T 1-XZ'X.375-(6) 666006 666114M 6661119M 668244M 666512M 8 3262 1.25"X3.168'
.28
1-X 2.75-X.375-(7) 66607 666115M 6E6I120M 666245M W513M C X 57
O.BS2 MullAlum
1"X2.75'X.650,(8) 66608 666116M 6661121M 666246M 66014M D 1.762
'1J% tj"'
T'X3125'X.500"(9) 65837M 6661116M 6661114M W6242M 666515M 126"X2.11' ,\"OtV LYNAI
......... 41
1.26'X3.188"X.266'(12) 66641M 6661117M 6661113M 666241M 666516M I'M .
------- ------- Tube A 1.813 121*Al Mull
1,26"X2.11"X.125"(18) 69370 NIA NIA 666517M Z: No.58705
OFFSSTCUP NOTES:
--a125„
6063.76 ALUM, -A.4-
TOPvIeJV ir--
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSfONALRESTRICTIONSWEN OMTHIS SHEET,
.740" L
-.J
2)SEE SHEETS 5.9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS ANICHORO.C.DISTANCE.
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
FL P. 8705
-1 1.000° -{ 1.000" �- 1 o6z•-I�
740' �n
.063" .385" @ ,
.062" 125' --I I-.125' x' b
062" O
.438"
4.000° '1 °STANDARD CLIP oY
4.000" 2.625" 2.000" 6083.76 ALUM. I 2.125" 2.000" 2X5 ANGLE CLIP
4.000" U-CLIP
X-SECTION 6083-TBALUM. In
,12$° I I 80BSECTITg UM. XSECTION .125' N
.125" X•SECTION � U
.125'a.2375"
.125° T- U) N a W
,031°I r .125„J 0 W
1 S
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 3 Cn
•125 .155° DASHED BOUNDARY.SEE SHEETS 10.20 FOR THE fn
.375' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR LLA =
HOLE DIAMETERANCHOR DIAMETER+1/16'. LU (0 oo
1.X 4'X.125". 1'X 4"X.375 11 X 4'X.375" 5.500'
MULLION MULLION 'T'-MULLION CUT HERETO 5.000• 375' ��' 0 c) W
6083-TO ALUM. 6063-TS ALUM. 6063-76 ALUM. 37F" 3.125"--�_CREATE F-CLIP,SEE '�5" ��MIN. y Z
XSECTION XSECTION XSECTION MIN I DETAIL F.SHEET4 W _
ONLYONt210"
TACIORY 1.594° -------, 1 r--------I .375° CENTER OF r----�---- -----------� .975' z geU1.594' +Lu 1 I I I ANCHOR HOLE I •1 � p f I OMUST UE WITHIN ; MIN. J D_& u ZTHE DASHED 1 1 C ,_I
BOUNDARY.SEE I I 1- U
IIF SHEETS 10.17 I Z
FOR THE F j-__--_--j rL ¢ Q. mANCHOR O.C. I I I DISTANCE I I Z3.250" 3, 1 II MAXIMUM W.100" I 1 I I ANCHOR HOLE3.250' I DIAMETER:OD° L _____J L_______ ANCHOR L_____________________ � O O
.100' DIAMETER r i/t6'. Cn Cn624" 2X5 ANGLE CLIPJF-
1.250"
�z '0 s0
4' STANDARD CLIP U-CL1P 6063•T6ALUM. €IYmfY
.820" •620• 6053-T6 ALUM. 6063.76 ALUM. Top
CENTER OF ANCHOR HOLE MUST LIE
1.250 TOPVIEW TOPVIEW
-^i ,820' F--- WITHIN THE GASHED BOUNDARY.SEE PRODUCT REVISED
125X3.25'X.100' 125•X 3.25°X.624" 1.25'X3.94'X.B24" SHEETS 10.17 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. as complying with the Florida
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmenslon Value(in)For Mullion: Dlmenslon Value(In) For Mullion: Building Code
6005-TS ALUM. 6005-TBALUM. 8005.75 ALUM. DWMIETER:ANCHOR DIAMETER t 1116', F 3.687 1" C4"X F 1.838 1.25'X 3.25 NOA-No, '17-0630.01
X-SECTION X-SC-0TION X-SECTION
O 1.000 .125° G 0,500 X.824° o Expiration Dale 05/26/2021
H 2.680 Aluminum H 1.438 Aluminum E
���'------ ���3469" 5.500"� 1 3.000 Tube Mu61on 1 3.250 Tube Mullion Dy i
2.661"- 5' I /` .125° .MIN. ,375' F 3.187 1°X4"X F 2.025 1.25'X3.94" lu Mfam D da ro uc Control i
1.377°' 125° 1.877" I MIN. 0 0.757 .375" G 1.125 X.624"
r--- ___� r-------� H 2.430 Aluminum H 1.500 Lim num
I I I I I 3.000 Tube&"T' 1 3.250 Tube Mullion
I I I I F 2.250 1.25X3.26' F 2.813Muil
I i i I I G 0.750 X.100" F 2,87$ 45'Ba Muil
.125' 1 I I I H 1.$00 Aluminum
.125 45' 2.250° i 1 1 I l I 3.2$0 Tuba MuVoon z
30° I 1 I i H i z
I I 1 I 1 y 1111111111//!
3.250"45'BAY MULLION 3250' I 1 I I TABLED m
6063•T6ALUM. I .�- t I 1 -- I POTPartg ,i\��,rpN.......!V,y���.,,�
30°BAY MULLION ------� I �- ---J Mull Dlmenslon ;
6003-TO ALUM.. I X-SECTION (sheet#) Mullion Std.Clip Offset Clip U-Clip Angle Cllp a ��,•' 1,10ENSF'•,��
X.SECTION I 1°X4'X.125°(10) 69364 666111M 6661122M 688241M 866519- Z Z P'• •'����
G OFFSET CUP r- _*: No.58705
II .125' 6063 TB ALUM. 1°X4'X.375'(11) �fi10 886112- 6'661123- 666242- 668618M O,
.226"-J �,981'�i TOP'AEW V X4°X.375°-P(i t) E6653 688112M W1123M 668942M 668519M -
.228' �-,901°--� .740" -'D
NOTES: 1,28'X3,2b'X.100°(13) 20160/20312 6661127- 8661124- 6682410- 6665115-
1.26°X3.25'X.624"(14) 20181120315 W61 128M 6661125M e662411M 6669116- 3T TE O (;••�
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ® •''• F ���
�
5.25°X3.94'X.624'(15) 20162 6661117- 6661128M6M 658241- 880517- = �(�� '•.�ORIO?.•''G"\?
2)SEE SHEETS 10,11.13-15,19&20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 68849 WA WA WA 68 -
45 Degree(20) 86650 WA WA WA 66011-:1a /l1 j rN a, ','�
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LYNN MILLER,P.E.
� FL P.E.#58705
i
TABLE E
Mull Dimension PGT Part#
(sheet*) Mullion Sid.Clip Milp Angle alp
125*
2-X4-X.2S"(16) 66602 6662611FF668271M 6e65112M 0
2"XT X.25"(17) 66604 666262M I 666272M 6665113M i STANDARD CLIPU-CLIP, 2X5ANGLECUP
6063-76ALUM. 6083-TS ALUM. 6061-TS ALUM, 0
2.000" X-SECTION Zl_ X-SEcn0N
NOTES: • X-SECTI[ON
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 125' .125* 125" g UDIMENSIONAL RESTRICTIONS'GIVEN ON THIS SHEET. L L0 u) 2m i_:
• v UJ
2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE t 6 ZHOLE LOCATIONS. _5
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. _j co
5,500"
CUTHERETO
CRrATE F-CUP, 5.00 .375' LU z u) 0
0
2400-1 SEE DETAIL F, .375' 375' MIN. rx ED 0 m rn
Z) U.)
MIN. SHEET4 MIN. P (0 0
----------L-- ---------- V) z
--
N___-----------4------------- Z z
Z LU <
2 2 Lo
2
Z) rz90,
4.000" _j
.250" r X 4"X 2F 3.438- + 3.438" LI —•'—-__-—- <
MULLION I i 3.438" a z �"5 zz
6083-T6 ALUM 0
X-SECTION '375" �t g-P
MIN. z
S2 2
U)
STANDARD CUP U-CLIP, W AN(LECUP 0 0
CENTER OF ANCH �"T"U'
.260, ORHOLEMUSTUE 6063-T6 ALUM. $1213 FOR 2"X 1 MULLION.SHEET Is ANCHOR HOLE MUST LIE 6063-T6 ALUM, Z U)
WITHIN I I--DASHED BOUNDARY.SEE T0PVIEW TOPVIEW Z,., DASHED BOUNDARY.SEE Top"Ew go
SHEETS 16-17 FOR THE ANCHOR Q.C� SHEETS 10-17 FOR THE ANCHOR D.C.
—DISTANCE-MAXIMUM ANCHOR HOLE
DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE -
ti
DIAMETER:ANCHOR DIAMETER 4 1116". WITHIN THE CASHED BOUNDARY.SEE DIAMETER,,ANCHOR DIAMETER-1/16'.
SHEETS 16-17 FOR THE ANCHOR 0.0. PRODUCT REVISED
-5.500, DISTANCE-MAXIMUM ANCHOR HOLE as compIgin With the Florida
3.500. CLITHERETO DIAMETER:ANCHOR DIAMETER+1/16*. Building To
3751 CREATEF.CUP, 5.000* NOA-No. 17-0630.01
MIN.. —SEEDETALF, 376'
--i 'MIN.
SHEET4 MIN, FxPImtlkpDqt52§L;j6/2021
----------- .375" ---- ----------------1 4 I-
r larn �d. Co.1,.1
6X00- 4.689'
E- -�-- SAW
Ly
SED
OF .1
21 ...NN
MULLION
6083-TO ALUM. I
X-SrOTION #PC.6870S •
---------- j MIN.
7 ...
0
STANDARD CLIP U-CLIP 2X5 ANGLE CUP
6063_T6 ALUM, 6063-T6ALUM. 6053-TeALUM.
TOP VIEW USED FOR 2*X 6-MULLION,SHEET 17TOPIAEW j,, AL
TOPVIEW A. M112 R,P.E.
FL P.E.#58705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE 13 KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114'.THE OPENING REQUIRES DESIGN PRESSURE OF.60,01-MO PSF.
NO ANCHORS 94 HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=S5".REFERENCING'SHEET 25,THE COLUMN USING o H$
•� =�— RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4'AND WILL MEET OR EXCEED THE REQUIRED
�— DESIGN PRESSURE OF+600-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE-
SEE
VAILABLESEE FROM TABLE 3A,SHEET 7,THE i'X 2.75"X.375"MULLION(LENGTH-72",OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+6583 PSF AND WOULD 0
PENESTRAnoN DETAILS,
SHEETS NOT BE SUITABLE FOR THIS APPLICATION. '
PRODUCTS - _
APPRovat
2-3
FROM TABLE 4A,SHEET 8,THE 1'X 2.75"X.650'MULLION(LENGTH-72,OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+P72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE u-
72' OPENING AND MAY BE USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. Ln
MULLION N
LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)912 ANCHORS AND THE ZKZ v. U )
ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL. ZSEE
7
DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL
SHEETS 2APPLY TO THE OVERALL-ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THATTHE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS 400.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY. w o
3NOANCHORS INmND0w 37 THE•ANCHOR CAPACTIYADJUSTMEK7FORMULACOULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIREDFORTHE EXACTDESIGN PRESSURE OF60PSF: = m LCO
U
-i IZULLmDTH 636 LBS
{60 PSF}X( )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) Z
OPENING WIDTH 72.7 PSF
x
Z
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 23/8.THE OPENING REQUIRES 'g (}
DESIGN PRESSURE OF+50.01-55b PSF. �1 �Z
Q r i
FOR THE VERTICAL MULLION: ZF.,
1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+I-105"AND THE OPENING WIDTH IS 36"+36'+1'=73".REFERENCING SHEET 25, F Z m
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2318"AND WILL
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. N III
SEE DETAILS, FROM TABLE 3A,SHEET?Ir THE 1'X 2.75'X.376"MULLION(LENGTH=108',OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 15+1-15.1 PSP Of 2 Y
MULLWIDTH-II- SHEETS 2-3 'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U ¢ ¢ co
FROM TABLE 12A,SHEET 16,THE 2'X 4•X.250"MULLION(LENGTH=108',OPENING WIDTH=80*)HAS A DESIGN PRESSURE OF+664.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q..w Z O
FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. � �'
3T F=NESEE SEE N
TRRATION DETNLs BECAUSE 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',NOT 73'AS PREVIOUSLY
- PRODUCTS
APPROVAL", 2.4 SHEETS ��� ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNA7NELY,THE WINDOW WIDTHS MAY 8E REDUCED TO MAINTAIN
\ - THE 73"DIMENSION(35.12"+35-112'+2'=73"). PRODUa r REVISED
\? as coUd me lying with the Florida
r 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED NOA-NO, a 17.0630.04
VERT[CAL� i CONCRETE HEADERAND SILL ARE 6'VIOE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MU W ON` -� EE -SEE USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND Expiration bate 05126/2021
LENGTH STHEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 0
S DETAILS, DETNLE•
OPENING SHEETS 24 SHEET3 FOR THE HORIZONTAL MULLIONS: By
HEIGHT- w Miam- de Prpduc Co.ro
.-. FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER m
HOR17, r� r� MULLION TYPE COULD BE CHOSEN. N
1)THE MULLION LENGTH 1S 36'AND THE OPENING HEIGHT IS 32+72'+2"-106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAGTRIANGULAR LOADING MAYBE L�1
USED,FROM TABLE 12A,SHEET IS,THE 2"X 4"X.250-MULLION(@ LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE
SEEREQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
DETAILS. 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" d
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITH IN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH z
(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 411 I I I I I I I
ANCHOR CAPACITY OF 521 LBS. -
z a AY LYNN r rri
t9'.HORIZ, 38'.HGNZ ( ••i}QEN$
1`11OPENiNG
LLLENOTHLLLENGTH" 4)FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CUP SHOWS THE ANCHOR—IICAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THEZ -WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. F ti NO.58705•
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
aZ
*. �-
+1.64.7 PSF FROM THE VERTICAL MULLION; n '•
4 /
+1.170,0 PSF FROM THE 36"HORIZONTAL.MULLION ATTACHING TO CMU; � � �'jJ f�1 J� !Y�
+6170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ^,Off'.• ATE FI r .-'Ww,
THE LOWEST DESIGN PRESSURE IS 464.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
s - VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION /Q�NAL
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT Be INSTALLED IN o A.LYNiU mlP �`P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, O FL P.E,#58705
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EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALrrRIANGULAR LOADING:
(46
Py PIN
PW
71, v Ii
SH/DH SHIDH H/DH PW P a (-)
U) m
p
a' Lt!O
7 Sw
0
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CD
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LOADING OF VERTICAL MULLION E2 LOADING OF VERTICAL MULLION / DO LU
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS cl)
HINGED `Iq w
Z
d
SGO z z
LOADING OF VERTICAL MULLION
PW
LOADING OF HORIZONTAL MULLION LOADING OF HOMZONTAL MULLION 3 -w L No'
PW < K Y
Zn —< B5
Z iz
PW FW Luto
C3 4-10
PW
PW
R , ,
SH/DH a
H/DHj 0
SHIDH-
w— Aix
PRODUCT REVISED
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION as co� IU with th.Florida
Building
F WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION ng 0
PW PW HR NOA-No, 17-0630.01
SILL 0 Expiration Date 0512612021
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
• I 'I MULLION
PDX, HINGED
DOOR XP PW. NOTES;
1)DRAWINGS ARE
RERESENTATIONS OF TYPICAL
PW CONFIGURATIONS.
Pw CONFIGURATIONS NOT SHOWN
00 MAY BE EXTRAPOLATED FROM
THOSE SHOWN.
2)IF THE LOADING TYPE CANNOT ol LY
00 /Vv
VC lvk--.�(
W PW
BE DETERMINED,USE .. ..........
"N
RECTANGULAR LOADING. E
PW
3)SEE PRODUCTS'APPROVAL FOR No.58705
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLIQN I
ACTUAL ANCHOR LOCATIONS.
PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING MULLIONS
TA
LI
LOADING OF VERTICAL LOADING OF HORIZONTAL
MULLION MULLIONN10i IL E.
P.E.#58705