HomeMy WebLinkAboutProduct Approval - Mullion .File u0py.
M IAM FDADE INMD1I-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMIMST14A.TION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE {NQA) www.miamidade.gov/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 expiation 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 faits 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 11PGT"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 B
dated 10/10/14, 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.
TIAKWATION of this NOA will occur after the expiration date or if there has been a revision or change
' in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or airy other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause.for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy nf 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 and renews NOA#14-1105.01 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 Manuel Perez,P.E.
- NOA No.16-02i8.03
CMIAMI-D�AMVECOUZNTY Expiration Date: May 26,2021
Approval Date:April 14 2016
Page 1
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1, Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.OS)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08129/11, with revision B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test, per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No.10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC VIL Edition (2014), prepared by manufacturer, dated 01129/15, sighed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
ManttH6-10218.03
ez,P.E.
Product Contaminer
NOA N
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'" Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
I
Manuel ,P.E.
Product Contr 1 E miner
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
t V
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: T
NON-IMPACT OR LARGE AND SMALL
MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY,ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN,EACH SITUATION IS UNIQUE AND SHOULD BED
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES_„..-._..._......1 n
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS......................_.1 0
ELEVATIONS.............I.......„...._._...1
FIGURE 1: u
2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2%WOOD........................2 RY g
MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE MULL TO 1X&MASONRY.............2 c 0
MULLIONS - -� SEE DETAILS INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES......_........2
A•D,G,H� RECTANDIIIAR NOT HAVE A GAP OF MORE THAN 1hr FROM THE CLIP. MULL TO MASONRY......._..._.....„..3
SHEET823 1 SHAPE MULLTOSTEELSTUD-...„........„„3
— �•�,1!h�•� 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL 70 MULL..........._._.,,_...,,...,3 F-
'1'1' ^. DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS...„................3 r' W
IN THIS ANCHOR EVALUATION.THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, ALTERNATATE CLIPS......„........4 z U)
// \ BAY MULL INSTALLATION......,.,,-..4
1 X 2 X.125 MULL SPECS.„........_6 J W
\\\\ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.376 MULL SPECS............5 _j 3:/ \ INSTRUCTIONS. 1 X 276 X.375 MULL SPECS.-.......7
SEE DETAILS I L I"� !X Z75 X.65 MULL SPECS...........0 Z a N
ATHRU G; / YY / 111I \� ,1 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3,125 X ZOD MULL SPECS...._..9 m O a O
SHEETS&3 Ij--�-- - I� .-i---_ IATMc!Ls ANCHORAGE FORTH£COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPL£UNITS,CONSIDER �Xq x.376 TUBE MIA SPECS_..11 Q ,Nj
ONLY TWO ADJACENT UNITS AT ATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN
SHEETS 2� PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. t X 4 X.375 T MULL SPECS__11
I III 1.26 X 3.1BB X.266 MULL SPECS„A2
VE IT. HK�GNFOR l.25 X 3.26 X.lOD MULL SPECS_.13 Z
MULL 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS..„.14
LENOTH HORIZONTAL 1.26 X 3.94 X.624 MULL SPECS..,-15
SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS.........._...16 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X B X.25 MULL SPECS_..._...,.„..17 (Al
SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.26X 2.11 X.725 MULL SPECS....is �J
REACTIONS. 30'X 3,26 BAY MULL SPECS-......19
45'X 3.25 SAY WILL SPECS.....-,20 Q O Z Z O..o
MULLION&CUP DIMENSIONS_-21.23 )'•
FENESTRATION 8)REFERENCE;TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE.GATOR NOAS EXAMPLES 1&2........-.................24 UJ `-
PRODUCTSMAY LOADING EXAMPLES......._........_..25 W
BE of ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W Y Y
MANUFACTURED BE REO CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F- Z ( RD
- BYPGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U Q
N
L
� 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. �'O Yo
/SEEDETAAZ Pn�m0..
HORIZONTAL A'D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING m ^! �
MULL — SHEETS 2.3 W IDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
LENGTH HORIZONTAL
MULL
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING USING THE ASCE-7 STANDARD.
MULL I'� I---OPENS+a WIDTH-�1 I—HORIZ.MULL LERMTH---1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
LENGTH
_ I 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'fR1ANGULAR/FRAPEZOIDAL'.
HEI G 4)FIND THE CHOSEN MUWON'S MULLION CAPACITY((.BS/FP1 FROM TABLES IA THROUGH 18A,ON SHEETS S THROUGH 20 RESPECTIVELY,USING 4RODUCT REVISED
HEIGHT v comPlYing with YIe Flaleds
LL FOR i THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Building Coda
HEIEIGHTO LENGTH � � HORIZ. VERB. MULLION CAPACITY(LBSIF M OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFPI FOR THE OPENING OBTAINED IN A—P..".1Gy'��•
L
.. MU� /� � LENGTH MULLSTEP 1). B Fim1l Data R Z621
— I 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBSI.THIS VALUE BY
—`r _..L REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. Mletn' a hoduct
SINGLE MULLION SINGLE MULLION �FORVERTICAL�MULL 6)FROMTHEANCHORCAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION MULTIPLE \\\\( \\ NI LYNN
OPENING WIDTH ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \` .j\0 . ••
FOR VERTICAL MULL CAPACITY IS MET. �,.•''�,LGL-NSE''•.`P
SEE CORRESPONDDLGDETAILS MULTIPLE MULLIONS •'.-�c
�• FROM FIGURE ABOVE. ?)IF THE MULLION CAPACITY(LBSIFP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(L.BS/FPl FOR THE = ` ND.58705
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE - =
STANDARDS USED: 01
8)VERIFY THE DESIGN PRESSURE RATING LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION '�. ••( '
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION ( �— (�'., TTE F
OANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIFP)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ' '�\ •,,PLORiDP••' `
*ALUMINUM DESIGN MANUAL.ADM-2010 PRODUCT ASSEMBLY. ��S "••••••' �N "
a AISIS100.07IS2.2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN ASPECIFIC APPLICATION WHEN USING THL4 NOATO APPLY FORAPERMIT. A/L �nf�('�,p1 �P\
FL P. 518705
DETAIL A: DETAILB: MULLION
MULLION TO 2X WOOD BUCK LION MULLION ATTACHED TO 1X eucicsrlaP TYP.ANCHOR R a �,
�z
OR WOOD FRAMING WOOD BUCK AND MASONRY A77, 1MENT SEE SEESEE TABLES 18.16H
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, N
SEE NOTE 1,
I j MULLION I SHEET I. .• m
I N
SEE SHEETS .° I I I MIN 2.7 KSI '.••. •', '.'.....�• EDGE O
ERHERTHE ,a 1 I l 27 FOR HOLE .d I CONCRETE OR CMU � i I OISTANGE, JOCATIONS TABLESOFFSETMULLEDGE I EDGE DISTANCE ID-168CUPMAYBE I DISTANCE ° FOR MASONRYWQINSTALLEDBY d I I FORWOOD$�>21�
I I ANCHORS LU O L--
THIS METHOD °". SCREWS I .260'MAXFOR °°d.' a I 1 I SIDE VIEW Z (0 J
.. ALL MULLIONS d: O J
° ERTHER THE f-- a
a d ° ° STANDARD OR 7 U 6 m
.4 OFFSET MULL Z 2
CLIP MAYBE
e INSTALLEDBY 1^
° °
° e e.
d EXTERIOR �. THIS METHOD. y o Z
a '
Z_
EDGE
' 4 ° DISTANCE
e ° d FOR ° ~ Z Q W O
MASONRY °
Z
THE OFFSET CLIP IS ANCHORS DO
RECOMMENDED FOR
EXTERIOR °d' "° ED
WINDOWS. MAY
ALSO BE FRAMED
FOR O O
OTHER FRAME TYPES.
1{P� Z-0
TYP.ANCHOR TYP.ANCHOR
PEP-ANCHOR /—PER SUBSTRATE, PER TABSTM7E, dd 66 n`
PER SUBSTRATE, / SEE 7ABLE9IB•186 SEE TABLES
3EETABLFS 1B-168 EDGFJEN0 BUCKSTRIP
'DISTANCE AND
SEE TABLES "� ATTACHMENT
EMBEDMEN
T BUCKSTRIP 1B-18B I �' -;i' BY OTHERS.
AND EMSEDAHENT' SEE NOTE I,
. ATTACHMENT
I BY OTHERS, SHEET 1.
SEE NOTE 1,
SHEET I. •.:r :'.:'.:
MIN 2.7 K61 CONCRETE OR CMU ,
SIDE VIEW FRONT VIEW o c°mr r15 n v BUBheDFIB"
FRONT VIEW pda
eeE__NO G�
EK itntinn Date 7 2p�
INSTALLATION NOTES:
M w deTrodud
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I I 1
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \��+LO���LYNN
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ��t�,.•'JCGNSF'•.F'P ��
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. -k: ND,58705 _
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.
'� S +GOF
6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLYMIAMI-DAOE COUNTY APPROVED �.'•.FlOIR10P• Q)
ELCO ULTRACON OR ELCO IW S,S,AGGREGATOR MASONRYANCHORS. ��, S+S�QI.
A.C%NIMILLeiO.E.
FL P.E.#58705
DETAIL E:
MULLION TO MULLION y FF
DETAILC: -I A25-MIN' INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) �)MAY 8E INSTALLED IN oR'GROSS' $
MASONRY STRUCTURE r L
(STANDARD CLIP SHOWN) ^ / INTERSECTIONS. u
VAJ JES gz
2)MAY BE INSTALLED HORIZONTALLY LL
I (SHOWN)OR VERTICALLY.
I TYP.ANCHOR .- i C4
EI E L STANDARDOA I IPER SUBSTRATE, 3)SEE U•CLIP DRAWINGS,SHEETS 21.23 "U m
OFFSET MULL I i i BEE TABLES 1B-138 TOP VIEW FOR CORRESPONDING MULLION. Z N
CLIPMAYBE I I �( EDGEOISTANCE MULLION Qm f-
INSTALLED BY P I' W
THIS METHOD. I I FOR MASONRY J
ANCHORS VARIEB-f—^i 5 W
912 STEEL SCREWS, � z
j 11°I SELF-DRILLING OR PRE-DRILL 2 A to
tEXTERIOR
MULLION AND USE SMS LUco
m d O (JOB
EXTERIOR 4 a MULLION Z � 3
EDGE DISTANCE • ° THEOFFBET CUP'S ` �•
FOR MASONRY a .r• RECOMMENDED FOR V ANCHORS FIN•FRAMEOINTERSECTION Fyi agWINDOWS,BUT MAYALSO BE USED FOR U•CLIP JF Z
OTHER FRAME TYPES. Q Z
TYP.ANCHOR '° Z Z Q 0
PERSUBSTRATE, °���SEE TABLES IB-138 Q ' < Q Z a0 O
/ TYP ANCHOR SEE SHEET OLELOCATIONS ,-
/ SUCK8TRIP PER 6UBSTRATE, HOLE LOCATIONS Q
AND SEE TABLES 18.13E FRONT VIEW EDGE W
ATTACHMENT DISTANCE F N
..^. _ BY OTHERS, SEETABLES I" co Q
EMBEDMENT BSHEET I.1, .�.,.•_ .p•.'.� 18.138 QZ Q
• • EDGE D_$$ Z..fA O7
MIN 2.7 KSI CONCRETE OR CMU SEE TABLES SIDE VIEW !$3 �m22'
MIN 2.7 KSI CONCRETE OR CMU 1&13B o d
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES:
sTRucTURE
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR
R PERSUSSTRATE,
` / SEE TABLES 10-138
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� �-�(7 SEE SHEETS ® PRODUCT REVISGD
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR IG=iplying wish the Flelida
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE LOCA tT HOLE
Building Coda��L'$6
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. AattWance T•10 3
`\ EXpilafl nData ?QZ)
MULLION
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. By
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® BY Dado al
Mi
FDGE
7
EL OULTRAFOR ONRY CONORELCO1/4NS8.AGGREGATOS IN MIAMI-DADE RM SONRYANCHO SUNTY.USE ONLY IAMIDADECOUNTYAPPROVED FOR STEEL STUDS THINNER THAN 88TABLE8 ` `�Q��`l 1.YNN�q(llf
16 GA AND COMPLIANT WITH THE FL BUILDING 15.13E �^Z'.•'tGEPIS(=''•,�
FRONT VIEW CODE,A 2X WOOD BACKER MUST USED.
Q�;
ATTACHMENT BY OTHERS. __n'• HO.JB(05
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW
NOTES: 6ry !U
1)FOR 2XWGOD-BACKED STEEL STUDS,WOOD `!yl,'•, - O��;
ANCHOR VALUES MAY BE USED. LCRt P•
2)SEE CORRESPONDING MULLION TABLES, (�1�
SHEETS 5.20,FOR QUANTITY OF SCREWS. A.'L"(NQ11411kL�EF},P.E.
FL PEA 58705
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
sY u
SEE DETAILE 30'OR 45' S+
SHEETS 2 ANDD 3 3 FOR INSTALLATION BAY MULL
TO SPECIFIC SUBSTRATES 'D�r
MULLION III to m�m
0 O ZO N
p O
O O O O O O ^1j LL
O O TOP VIEW g ru
SIDE VIEW I i pW0 V o OF
SHOWN WITH V X 4'X.125' TOP VIEW I 1 u)
MULLION
O
EXTERIOR I I i PER SUBSTRATE, U m
y I SEE TABLES 16508 168 Z
I 1
I TYP.ANCHOR I I EXTERIOR a y 2 STANDARDM ULLION CLIP I PER SUBSTRATE, C
MODIFIED TO FIT FIELD I SEE TABLES IR-14B 1' I T7 ? {
cot4D IONS. �y V
I I I 2'X6'ANGLE CLIP, Z
I I I 2 PER MULLION END.MUST BE O N
j I I y I I INSTALLED INSIDE OF BAY MULL E-• FF 7�dpZ O
MULLION
I I II I I I CD W Q
j� I I Y%5'%.126• � N co (0
11 I I ANGLECUP,
I I I 2PER MULLION END, Q O O
MUST BE INSTALLED Ul
1� I INSIDEOF MULL.
�' � �
1
I I
I
'\__TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES 1B-14B
INTO WOOD,
L! STEEL,ALUM
INTO WOOD,STEEL, STANDARD CLIP TO BE
EXTERIOR OR MASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED INF(ELD.
EXTERIOR �- ®�_
O EDc Eo PRODUCT REVISED
PER ne complying with thu Florida
�� @ Building Cock
® ® AW'PIDIteeNo 1(-6218.0
INTO MOO STEEL, FxpireNon Date Z+
® ® AWM,GMU ORR MASONRY � EDGE O
DISTANCE By
PER Mi4nU eho&ct
ANCHOR
IS EDGE
D TA NC E —7 ———� E
PERANCHOR NOTES FOR INSTALLATION OPTION 0&H: \�\01 Jr//
\�LYNN r19�� /i"
NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ;�'Z`;•�1GENSt
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X 2.11'X.126'MULLION. 2)DETAIL G:SEE TABLES 19.14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE -,�;' 1.10,68705
LOCATIONS. — 1
2)SEE TABLES IS-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, L
3)DETAIL H:SEE TABLES 159 OR 18B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE K
LOCATIONS. ��,:
3)THE 2X6 CLIP 4S NOT SUITABLE FOR THIS APPLICATION. � iC� .,FLOR�n.• �� �
FL P ii 68705
TABLE 1A D �
Mullion Ca ac Table Ib9flt
Oponing Width(for ver lcal"pwdrig mdona)or Opening Holght(forhorizorlay�-SP3mtrlg mliiDM) �
5D in Go in 701n 601n 90in t0oIn 1201n 140In I601n d I'"I nar TMP/Tdang. RoctunaLdv rfap/nl.ng. Recfangurnr TmPfTdmrg, Rectaosuiar Tfep/Td.ng. Rectengav TraplLleng Rectengdof rmprrdnnp. RectongAN fang Recungui.r Trep111Mang, Ree r TrepiV no. o; rc
1x2X.125 I. r* Loading L.-dog LooanO Loading Loading Loading Loading wading Loading Loading Loading Loading loading Leading Loading LeadN9 Lmdng Sx j
'MUM.Tube fiMulliong- b S 6 .E & �_ Pg F _ & �_ & i � � fu �_ & _ F _ _ b' v, L
o ""�
42 in 111.9 408 129.6 332 03.2 405 115.5 325 79.9 400 107.5 321 69.0 408 IOC4 319 a2I 405 104,0 31g 55.9 408 104.0 310 46.6 40a 104.D Mg 399 408 104.0 319 35.0 408 104.0 319 J W
481n 74.0 312 83.8 258 624 312 73A 252 53.5 312 67.0 248 46.9 312 632 246 41.6 312 61.3 244 31.6 312 d1.0 2M 31.2 312 61.0 244 28.8 312 51.0 244 23.4 312 a1.0 244 = _
EdE
Of N
601MIn 63.9 281 70A 234 63.2 281 61.6 225 45.6 281 65.7 224 39.0 28f 62.1 222 35.5 201 60.1 220 31.0 281 49.3 219 20.5 261 40.3 219 220 251 49.3 OR 20.0 281 40.3 219 -3 9 0
LIJ 611n 628 247 37.5 207 418 217 49.8 202 J7.6 247 44.e 199 32A 247 41.5 186 29.2 217 99.4 194 2&3 2R 3&4 193 21.0 247 78.1 103 1a8 247 30.1 ie3 ta4 247 Se.t 1B3 = M
80In 30.4 200 41.2 170 32.0 20D 35.4 185 27.4 200 31.6 1S1 24.0 200 28,8 160 21.J 2110 27.1 179 18.2 200 25,9 15T iB.O 200 2b.0 1S8 h J
a1N 33.1 181 35.3 165 27.6 I01 30.3 152 23.7 161 2&9 149 20.7 181 24.5 146 15.4 181 220 144 1&9 181 21.7 143 Z 881. 25.6 165 30.0 142 24.9 105 20.1 139 20.0 165 23.1 136 18.0 165 21.0 134 j N
72N 22.2 139 23.3 120 1e.5 139 /9A 118 Me 139 17.5 116 Z
78N lag 126 19.7 tog 1&7 125 Me 107 Q d.
78 in 17.5 118 te.2 104 1- r
TABLE I Q 03
ANCHOR CAPACITY ADJUSTMENT FORMULA: r Lo 80 O
Ana bar CapacityTable be ANCHOR CAP.,,„,,,,.,
NJ
Substrble 27k ConcnKa 3.6k Caro. Hwm CMU Filed CMU PT Wood W.] (DP„�,)X( >=ANCHOR CAP.,,, � �
61%'Eko 1/4'88 Eko 611V Elw 114.68 Eko 810 6ted 012 91M 212 Glee! MULLION CAP.,, ,,,,, lL X
Anchor type. 311r E1ca Macon 1p'Eko UWeaan 3rfr Eko UlDocon 114'Elea Ullrecon
AnchOrCllp Pall9me MaconApgreael4r Ullman Agyer3.tor sonw(a5)8arew(05) e0rew(a51 USE THIS FORMULA TO OBTAIN THE'ANCHOR , X
ESga 0141ame M7 1- 2arr 1' 2-Vr 3.118' 1• 2.1rr 1• 2-lir r Mir r &4r Ds4• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN U Q
EmWdrmnt(k. 144' faro• faro' 1.314' 7 1-11r 1414• I•IW lap' 1414• I-lle r Iarr tale' ACTUAL ACTUAL PRESSURE REQUIREMENT FOR THE Q •r O O
2 Anclnm04,75'MW.O.C.I Standard w Met Cup(Fig.1): 390 Wa DOWs 45otb3 ego IDs feaa ro. 2701ea 2801ba 354M 740Ibs 3741ba 8811bs 946Wa 1Wa 4421be 5eoiba OPENING,WHEN IT IS LOWER THAN THE MULLION OL z�0 s•O
4 Anchaa C 1.15•MN.O.C.I SM1 W(ar 0"CUP(Fig.2k 4e01bs 70Dws WA WA WA WA 38D 1b. WA WA WA WA WA 68216a digs lba 11201w CAPACITY(FROM THE TABLE)MINIM THE MANCHECTED
a Anchors C 3'MN O.0 I(2)20 Angie Cope I(Fig.31•' 780 W. Too ft 660Ib. 1580 Ws 1686 r. 540 M 560 Ibe WA 76D We 740Ibs ago lb. 1D921ba 652 W w51Ls 1120 bs MULLION.IT W ILL YIELD A MINIMUM ANCHOR
2 Anchom 40 0.45'No.O.Q I U.alp,N10.125'ANm.(Flg 41 WA WA WA WA WA WA NfA WA WA WA WA WA WA WA 715 M>9 CAPACITY WHICH MAY BE USED TO QUALIFY
1 AnchW l F418P IF1g.57 1B5 WI 1951bs 225 We 445 W. WMS 135 Na MO in. 17711. 3701m 187"a 3321ha 47J Ih. 170IOa 221 Ibe 2806n ADDITIONAL ANCHOR OPTIONS FROM THE
2 Arobom 1.15•MIn.O.C/F47 .6 240 Wa 350 Ws WA WA WA WA 1BOIbs WA WA WA WA WA 3411M 4121Da 560 A» ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES:
. . . • PRODUCT RBV ISED
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ps complying with tho Flodds
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ---i 1.000' Building Code •C4I
AccePlanee 1Vo
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE r Bx+,Ie I
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Mi
E6 F IHOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. ,125' \��`�o Vi... A114 ✓/���
4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED p,•.... ....•
FIGURE 4: FIGURE 6: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PREWRE•TREATED ��:• v\ �(
YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6053-TS AND BE A MINIMUM OF A25'
. THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X T X.125'MULLION
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 410 S.S.
ar7 1
AT"(E OF
A.
FL P.E.#58705
TABLE2A �
Mulllon Capacity Table belt!:
Opening Width(for ver8ca*eparnlfg m Worz.)of Opening Height(lor Itorl2onWspercing mul lons) L~gc
501n 60 in 70 in BD In OOIn 1001n 120in 140N 1001n '" o
Retter�la TrePTdarg. Rwlargutar Thprrdana Reetgguly Trop/rdalg. RealefguLv TmprdWrO Rectangular Tmprrnerg Refdargmar Traprrdmg. Rectangular TraprTll Ruclariga!U T1aplTdarg. R4cl5rgular Trapfomo. y
11r2A.375 Loading loading Lea"a Loading L�ig Loading Loading LoadIm 1oaMng L.141 I.oaoirg Loading Leading Loading Loading tending Lending (.eng �yr
Alum.Tube
Mulllon
o �
42N 170.0 610 170.0 435 161.3 6B2 17OLO 478 1217 662 170.0 506 11a6 OR 169,E 616 1009 W2 lake 617 me 082 16a9 617 76.7 CU2 16A9 517 64g a62 16fl9 517 6a7 W2 169g 617 �
48 N 121,E Wf 136.0 419 101.4 607 119.2 410 86.9 607 10e.7 403 78.0 507 1026 399 67.6 507 99.6 397 60.a 507 99.0 390 50.7 5W 99.0 396 43A 507 93.0 396 38.0 5D7 99.0 396 J w
60,6261n 107,7 46e 114.6 379 e64 496 BB.9 371 741 45a 90.5 364 f34.e 456 846 360 87.6 458 81.3 357 61.5 466 80.0 366 432 456 fi0.0 958 37.0 456 BQO 350 324 468 60.0 366
641n 08.4 400 933 338 71.2 40D 60.0 328 81.0 400 727 322 533.4 400 67,3 318 47.5 400 64.0 316 42.7 410 623 314 35.8 ADO 81.8 313 30.5 400 61.8 313 26.7 400 61.0 313 w p O
601n 823 3TA fi09 276 5t0 321 57,6 2T0 445 324 51.2 2W 3fl9 32A bflg 260 340 D2A 43,9 257 31.1 324 420 265 260 co
324 40.5 253 222 324 40.5 253 115 324 40.5 293 ? co �
S 83In 153.8 204 57.4 252 448 294 49.2 246 38.4 294 438 241 03,6 294 39.e 237 29.1) 294 37.1 234 g 29M1 3S1 232 224 281 33,6 230 19.2 294 33.4 230 1r B 2% a 230
r 601n 48,8 266 49,8 230 39.0 288 424 22fi 33A 268 37.6 221 2a2 Z66 34.1 218 20,0 286 31.6 215 234 26B 296 212 19.6 26e 20.0 210 10.7 268 27.7 209 14.6 268 27.7 209
721n 36.0 225 37.9 106 30.0 226 32.2 101 26.7 225 28.4 188 226 225 2S6 185 20.0 225 23.6 102 ISO 225 22.1 180 1R0 226 2OS 177 129 226 19.6 176 11.3 226 1916 176 (y1 pT$ •,�
76 in 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 23.0 170 19.2 2M 21.6 167 17A 202 t9.7 186 18.3 202 154 1B3 126 202 1ST 1B0 10.9 202 15.9 158 9.0 202 1fi6 156 J N c7 Z
76 in 28.3 192 29.e 18a n 192 251 165 20.2 192 220 1622 17,7 182 197 1179 1fi7 192 1fl1 157 14.2 1B2 1flB 165 tte 182 1S2 152 10.1 192 144 160 die 1B2 14.2 150 Q r -
I- c
90N 18.6 1N 10.0 72B 16.4 1N 1fl1 12e Z = ¢ N
Bolo 162 1TJ 15,8 113 }a- � � Zs
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: N
AnchorCa ac Table Ibe w X
artatmtw, 27Y Concrete 3.6x Conc. How cM FYled CMU F7 Me1e1 (DP)X(ANCHOR CAP.„„,,,,�, ANCHOR CAP,a° cV px
`MULLION CAP.,,o,,,,,,� I-
Ancher Type: 7IiB'FlcO Uigxon 1N'Elw NU000n 671o'Eke 3116'Elm I8lmcon If4•Elco Nin con !374
Vlb, 604
Ebro 114'a5 Eke 910 Met pt2 Smol U12 SIM VQAnehorCllpPattema ulllewn con AweGmor Scfew(O5)SWew(05) Su"(W) USE THIS FORMULA TO OBTAIN THE•ANCHOR r• O O
1' 2-u7 1• 241r 3-1W r 2-IW r 2-1rj' e• 2• 0.4a• D,aaA CAPACITY REQU{REp°CORRESPONDING TO AN D_� �11TM• 1.1I4 r t-1r4• 1.114• 141C 1.1/4• 4• z• 1 wa• 1a1r tenas ACTUAL PRESSURE REQUIREMENT FOR THE2AnWaro 475•MIn.O,F I3laMmd a10Y4e1 (Fg 1). 3B01bs 390 tba 4W" 690M 164410a 2T0Ib5 280Ibs 3K ens 7401bsYu 9101bs K11bs 4lx lbs 560OPENINGS WHEN IT IS LOWER THAN THE MULLION4Anchors @ MY W.O.C,/Slandard(ofOeoel)Clip(Fig.2k 480R5 7001be WA WA NIA WA 300 Ids WA NIAA WA 682 to GasM- 11 t3 CAPACITY(FROM THE TABLE)OF THE SELECTED4AW Ws®3•MIn.O.C.1 )yr5An9WCopsI(Flg.aY. 7W lbe 7001bs 0001be 1560 M 18M Ras 640 Ib4 560 ft WA 7601ds Iles 1892 Me 6821aa lt&5 aA W"'
MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Ambas f OAV Mh O.C./UC41,Ydo.t2V Alum,(Flg.4k WA WA WA WA NIA WA NIA WA NIA A A WA CAPAGTY WHICH MAY BE USED TO QUALIFY
1MA WIF421p Fig.5k 1950w 195 lbs 2251b4 4451b3 OnWe 135lbs 1401be 1771bs 370lee 197 lbs 3321ba 4TSIW I701b5 2211b5 ADDITIONAL ANCHOR OPTIONS FROM THE
2ArrohWs 1.19 Mtn O.Cl F-a F 240 Yen 350 t5 WA WA NIA WA 1BO Ids WA NIA WA WA WA 11m N2164 ANCHOR CAPACITY TABLE,
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT RBVISBD
as eontplyina Wilb dw Fib"
Building Cads
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.00D" Acaplanec No 1 noe •Aj
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Expiration Dade )
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. BY
FIGURE 3: MiIN t'7Dduc1
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 1111 I
• • • • 2,000• 1 LYIJk, 122 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �� 2
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. L
/(ANGLE CLIP MUST BE USED IN PAIRS• ¢�,•'�10ENSC `P
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLED .375" Q'
FIGURE 4; FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED )'' No.50705 '7�
FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-T6 AND BE A MINIMUM OF.125°
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEELTO BEAT 1'X 2'X.375'MULLION
LEAST.125•THICK AND A3e.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND `•D G[•��,// Q b n•
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. �p(� ST CrrE F •�u�
P,.
A.L1fIVN MIbhET(P.E.
FL P.E. 68705
Y
TABLE 3A apl.R
Mullion Capacity Table bslft= vl F
Opening Width(for verfleagy-spenring mWons)or CPS ning Haight(for honzorda*spa md1lorm) Sa
601n 501n 701n 1 60 in 901n 10010 1201n t401n 160 in d O
7X276x Reetm9ukr Tropmteng. Reclen9t/er 7feprnfaeg. Reot.aW TmprTdena. Roemretiar TneWfdeng. ReetenWler TrePTtlaq. Reetmgder TmprTdWe. Reeturgder Tre"eno. RoaWW.r TmpM.ng Rectatgwar Tfepm4ng• o: 2
ATSAlum. laadre L ndng Loednp Leadm Loafing Loadre Loadng Loadng LoOdna I" Loadng 1-0-ft 1.0dnp Losing Loeana Loafing Loadn9 Lnadre gY i
Tube _ _ fd_ -f MullionI� f tL
iq
co
42in 170.01 W 170.01 435 170A 7" 1170.0 478 170.0 9M 1170.0 SOa 170.0 B02 170.0 6t8 170.0 me 170.0 621 170.0 1240 t70.0 521 145.7 1301 170.0 521 127.6 1301 170.0 521 111.6 1301 170.0 521
451n 17GA 705 170.0 524 170.0 850 170.0 SM 170.0 092 170.0 630 170.0 1131 170A est 161.E 1129 170.0 a" 138.8 1130 170.0 eaa 113.9 1139 170.0 608 07.8 1139 170.0 ON 95A 1139 170.0 650 J 111
50.105In 770A 741 170,0 6B3 170,0 BBe 170.0 831 187.8 1032 170.0 aid 146.8 t031 170.0 723 130.5 1032 170.0 747 717.4 1032 770.0 756 97.9 1032 110.0 756 03.0 1032 170.0 766 73A 1032 110.0 750 w O
54h 170.0 797 170.0 812 181.3 907 170.0 691 1382 007 164.7 730 /20.9 907 1626 72D 107.6 907 145.0 714 96e DW 14i.f 7f0 60.0 007 140.0 709 69.1 007 140.0 709 60.6 907 140.0 709. m M
80N 141A 735 161.5 625 117.8 735 130.3 611 100.6 735 t10.O 590 68.2 73a 100.2 690 76.4 735 89.5 683 70.5 735 95.1 578 50.8 735 01.8 674 60A 735 91.0 674 44.1 735 91.0 614
63 N 1219 666 130.0 670 101A 666 111.8 657 07.0 860 20.9 M7 78.2 aea 90.1 636 87.7 e6e W.9 631 80A 668 79.e 628 60b 680 76A 621 13,6 059 76.8 621 30.1 860 76A 621
681n 109.0 aM 112{ a22 88.3 607 80.1 611 76.7 807 85.0 501 Be.2 1,D'7 77.t 4B3 68A 607 ilb 4a8 63.0 B07 67A 4B1 44.2 807 8JA 176 J7.0 607 82.7 174 33.1 807 82.7 474 W
D.
721n 81.8 Sig 6s.a 443 61.0 6f0 73.0 431 60.3 40 M,S 42B 61.0 "a 67.a H9 46.4 610 53.3 413 40.e 610 50.0 100 94.0 570 <SP 402 293 6f0 M.1 398 26S 510 M.7 380 PL Cn g Z
7/0t 63.4 450 72.6 IWO57.8 40 61.1 392 494 455 54.1 355 43.4 458 48.0 '378 38.6 455 "A 373 343 488 41.6 W 20.9 455 37.7 302 2llt 458 30.0 US 21J 458 35.7 358 TO N (14.2 435 07.0 53.5 435 50.8 373 4..9 435 49.8 356 40A 435 44.7 360 35.7 435 40A 255 32.1 435 36.1 361 20.6 .435 34.4 344 22.0 435 329 341 20.1 435 322 34000 in 41.11 327 43.1 34.a 327 30.4 28.5 29.9 327 31.e 7a0 2e.1 327 26A 275 232 327 267 271 20.9 327 23.7 268 17.4 027 21.0 202 14.0 327 19.3 268Qso In 34A 287 35A 2a.7 Za7 20.9 252 24.6 257 20.0 245 : .6 2a7 23.1 244 19.1 287 20.0 240 17.2 287 10.3 $C1001n 212 227 21.7 202 227 20A 20117.3 227 70.0 198 161 227 10.0 iBi N o1111n 223 215 22.7 fa.a 215 19.1 1B1 16.9 Z1e 1B.8 1B8 N 1201n 17.6 1M 174 U X a 0 0
T BLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q¢•'r z UJ W
Anchor Capacity Table Iba
Subelmt. 2.7aComtele 3.51tCaa. HoiMCMU Filled PTVbW Metal (OP)X(ANCHORCAP.,,m,,,a,)�ANCHORCAP.,•,
6(IV Eko 1l46SEk0 5fir Elco 1r4•SSEloo 0108leel 012 SWO 812 Steel \MULLION CAP,,,o,,,a,
Anchor Clip Patterns Ancha ry 3naEkounmeon 1l4 EkoUNsuA ulbmon SIB EkODUeoan 1r4 EkoUpecon A9pe0etd Ultmcon AggreGator Scnm(05)Scmw(W) ecrew(05) U SE THIS FORMULA TO OBTAIN THE'ANCHOR
EdwDi.lance(n), r 2-Irr P 2.Irr 3-I!C r 2-1rr I- z•1/r r 3.7r6' r o.45• 0.64• D.3z4• CAPACITY REQUIRED'CORRESPONDING TO AN
EmDednenl IN 1414' 1-314• 1-314• t-314' r 1-114' 1.114' t-114' 1•fl4' 1.1lP 1414' 2' 1416' 14r8' m6ea ACTUAL PRESSURE REQUIREMENT FOR THE
2Ana 4.7a'MIn.O.C.ISkMrdw0FseIa Rp.tc 390 b4 SBla ee 4501b{ a901h 14141be 270 Da 2D0lbs 3541h4 740 b{ 3741m 6M1 94e lee 311 be 4421be No W9 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors 1.1S MN.O.C.r Stendud(ecOawl C9p lFb.2k 4B0Ina 700 ma WA WA WA WA 380 n4MmA76D
WA WA WA. SO be M5lbs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Ane"@ 3•MIn.O.Q 1(29t5 Angl9 CD Ift.33 780 bs 760bs 6b0 the 1560 rba re go Wr 560tw 7481b5 we lbs 18921be 0R 1.) USlbs 112010e MUWON.IT WILL YIELD A MINIMUM ANCHOR
2A=hm 0.45'Mln.QC.IU42 ,bdu.125•Alam.(Ra4T WA WA WA WA WA WA WA WA WA WA WA NIA 715 tba CAPACITY WHICH MAY BE USED TO QUALIFY
I Anctatl FLYip 0'19.5k tes ba 19516+ 22s Wa MS ba ell lba 1351bs 1401be 1B71ba 332I1K 47316f /701es 2211ee 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE
2Aeofps 1.15'MIn.0.ClFQI .8 7AD 0q "aWAWA WA WA 1901ba WA WA WA 3{1 ba M21be 680W ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A9 THE STANDARD CLIP. C)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT RBVISBD
as complyin8 with Oho Rod"
Uuildin6 Ced
x
e
Aa plOneo
ES 0�8
No 16-
FIGURE 1: FIGURE 2: TABLE NOT : Pindlun�he dllo1
2DZ�
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By ti de eC01169(
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 3-,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ��1t\ LYN1V rrrr�
• • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2760• ����'<:.•'�1GENSE'•,F� ��
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. C :_
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 3715'
FIGURE 4: FIGURE 5: FIGURE 8: 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 606345 AND BEA MINIMUM OF.125" I U•. Sf,,,,,,(((IE 6F
• a, THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2.75'X.375'MULLION ' '�`•'•.,,R(OR1pp•••'
LEAST.f25'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •.
• THE MATERIAL#10 8 012 ANCHORS INTO WOOD MAY SE STEEL,18-8 B.S.OR 410 S.S. j��y �.����
l))I•fk-NkP.E.
FL FFF E#58705
TABLE4A �
Mullion Ca ea Table Iba1R2 N
Opanln®Width(forveNcaly-spelrllg mJliore)or Openln8 Nolph!(for hDd2atayl-spemtn0 mt/liorls)
SOIn801n 701n BO In 90In 100 in 120 k1 1401n 100 in
1%2,T6% Ract.ngdar Tmpl W Ract.ngdw Trapnitwa. Rectanow TmpWdang. RwWrVA. Trapfrdang•V14W, Tmprrdmg. Rectrgder TrWTdang. Reclan9rdw Tra Mme. Raclergdar 7mplTdang. Rect.nmw Tmwdwq.Lowing Loafing Loagn9 Laaaing 1.0- rg Lwdrlg Loadn9 Loafing Loadn9 Laadng Leaft Load'% Loodng Loafing Loadng L-(ft Loadrq J
.660 Alum. LL
Tube a $ $$g op xy} a a F $ a � r a7du1110n "I� a �z421n 170.0 820 170.0 435 170.0 744 17RO 478 170.0 W8 170.0 50e 170.0 Ogg t7ao sl9 170.0 521 170.0 1240 170.0 S2f 17Q0 1188 170.0 121 158.7 1020 170.0 521 13&5 1620 WO.O 521 W
481n 170.01 708 170.0 524 170.0 850 170.01 5M 170.0 ON I 170.D gag 1170.0, 1133 170.0 661 1170.01 1275 170.0 877 170.0 1417 170.0 ON 141.7 1417 170.0 680 121.6 107 170.0 6W 106.3 1417 170.01 650 1 _
60.625In 1T0.0 747 170.0 563 170.0 698 170.0 eat 170.0 f048 170.D 6M 170.0 1IB5 PDX 723 1628 1286 170.0 747 146.3 1280 f70.0 750 121.0 1288 170.0 758 104.E 1268 170.0 768 91.4 1286 170.0 758 W CD O
641n 170.0 797 170.0 612 170.0 958 170.01 691 flea 11161 170.0 754 150.7 100 1170.0 603 133.9 1130 170.01 837 120.6 1130 170.0 850 100.6 Me 117o.0 Bel M.1 1130 170.0 661 75.3 1130 170.01 eat � 0 W
rD 1
60In 170.0 885 W0.0 701 140.6 Of$ 1OZ31 701 12&5 915 1 144.5 740 109.9 915 1 132.3 735 07.8 915 123.01 720 87.9 015 tt&6 720 73.2 915 1f4.4 715 62,5 815 114.4 716 54.0 915 1%4 716 (�
63 In 151.6 630 161.9 710 126.6 830 138.9 694 10&6 830 1 123.2 681 84.9 830 11172 670 84,4 OW 101.6 6B2 7&9 WD 99.4 6W 2.3 830 04.5 049 542 63D 94.1 649 47.4 830 94.1 049 C�
z W m
88 h 132.1 757 U0.0 650 110.0 757 119.8 638 e4.3 767 105.0 624 82.5 767 28.1 014 73A 757 88.'1 808 68.0 757 04.2 600 65.0 767 79.9 693 47,2 757 75.2 681 41.3 757 78.2 li01 0-
3 7214 10t.7 639 U6.8 652 64.s We OLD 510 727 639 80.1 WO 63.0 638 722 1 521 5&5 SW 68.6 614 %a 63e 023 508 42.4 838 57.2 500 38,3 e36 5&3 497 31.8 038 55,2 497 7 J
7891 86.5 671 WA 488 72.1 571 76.8 488 5. 571 a7.4 479 64.1 6T1 a0.a 471 48.D 671 55.5 484 43.2 57t 61.8 459 98.0 571 47.0 461 30.0 571 41to 447 21.0 571 44.5 Ma Q e{
781. e0.0 542 83.4 474 68.7 642 70.8 465 67.1 542 a21 455 50.0 542 55.7 449 44.4 542 10.0 442 1 40.0 542 47.5 437 313 542 42A 429 2&0 542 4A6 425 25.0 542 40.1 423 Z
ul Z N
BON 52,1 407 S7.T 3B1 43.1 401 45A 355 37.2 407 39.e 341B 10B 325 407 3&3 7 32.1 336 xa.0 407 29.e 334 21.7 107 20.1 327 te.e ID7 24,1 322 16.3 107 73.0 31B 00
3/3 28. p
Be in 429 358 41.1 320 35,8 358 37.2 314 30.7 358 324 309 26.8 350 26.6 204 23.8 350 28.1 See 21.5 358 24.0 29a 17.9 355 21.0 209 15.3 SU 1a2 284 N X
081n 30.1 283 30.9 255 =2i
25.0 261 21.6 263 22.5 247 18.e 263 19.9 244 18.7 253 10.0 240 16.1 283 f8,6 23T W
n
Ill b 27.6 201 28.3 242 238 208 19A 297 20.8 Z35 17.3 287 I8.3 231 15.4 267 1B.5 2Z5 Q 3120Ia 22.0 229 22.3 208 10.8 205 15.7 229 16.2 202 Q � Z � N
TABLE 45 ANCHO CAPACITY ADJUSTMENT FORMULA:
Anchor C acl Table Iba D (AN
ANCHORCAP.,,,,,,,,\=ANCHOR CAP.,,, -� �
9r4f1tmiC 27k Carcreta 3.5k Coro. KNImCMU Faad CMU PT Wood Melel ( )X
61le•elm 1r4.88 Eke &1P Eko 1M•88 Elce $1081"1 11281ec1 012 8ted MLLION CAP.,,,„,,,,,
Anchor Cllp Pahema Ammrrype 31C Elco Ul ttan 1/4 Eko Uarman UILm� 318'Eko Uluaon 114 Eko U Becon AggreGalw URacon AggmOator Scmw(05)84"(G5) Ocmw(G5) USE THIS FORMULA TO OBTAIN THE OR
Edao Dlalame fink r 2-trr 1• 2.112' 3•1/P 1• 2.112• 1• 2-Ur 2• 3.1rP r 0.48' 0.64• g.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedinwi 0n4: I-W48 1.314, 1a14• I.TV r 1-114, bv41 1•114• 1-1M• 1.114• t•114" x' 11/P ta+e• nd.. ACTUAL PRESSURE REQUIREMENT FOR THE
2Amtmn®4.7Y ULO.C.ISmnderd OFOEset CBPIFq.12 390tM 3W me 4501m Mmo 1644IOa 270 roa 280Iw 35411. 740 Ina 3741m 6811ba B4e ma 341 roa 4421be 5601ba OPEN LNG,WHEN IT IS LOWER THAN THE MULLION
4 AMlgla 1.I7 Min.O.C.I Slendam(or Oft*[)Cep(Fq.2J: 460 ma 7001ea WA WA WA NIA 360 fba WA WA WA WA wA 682 ms s I t t2o au CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anc(we4&3•Min.G.C.7(2)usArela Cl"7ffq 3k 7eowa 760we aeome Iwo LW fe9ewa ag5,n seoroa WA 7goma 748Im eeolw fesxlne w2a,a sea ttzgw MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Amto.9 OAV MYL O.G IIACHR kd l25"!ban,(FL(E 4L WA WA WA WA WA WA WA WA WA WA WA WA wA 715 Wa CAPACITY WMCH MAY BE USED TO QUALIFY
1 An4tivf FL,: lP fi 1B51ba 1951ea ZZS Iba 4451w a?2 me I35 @e 1401De 177 f5. 370 Dra te7 ma 3321ha 473 Dq 1701W 221 IM 2B0IW ADDITIONAL ANCHOR OPTIONS FROM THE
2 Ammm®1.15'Min.O.C.f F•p 6 .e 2a0 Ras 35010s WA WA WA NIA 1901e. WA WA WA WA WA 341 IW 4421es b80 WO ANCHOR CAPACITY TABLE,
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT RSVISBD
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. as cnnlplyin%with 9w FID"
Butldiva Code
FIGURE 1: FIGURE 2: TABLE NOTES: Aeeeptonce No $C77)
• • • • --1 taw f-- FN irmiOn Dale 1
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. p
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. BY
do?
�1ttt r III7
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. `� O
FIGURE 3; •��*,••'�ICEIJSt; '•�C�
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750"
• • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
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 650' .:-O
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED a� ��
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' O S'AY•OFW\
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL.STEEL TO BE AT ' FLORtOP• �`
LEAST A25'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t'X 2.76•X.e50•MULLION 'i FS�''••••-••'• \�•�`
• I I I I • I THE MATERIAL.1010&912 ANCHORS INTO WOOD MAY BE STEEL,18.8&S•OR 410 S.S. i�I'1 01"
'•t,
11 I1 =J A.LYNN MILLER,P.E.
FL P.E.#68715
TABLE 5A Din �
Mullion C■ ao Table[bade
Oponlnp Width(fOr wNraIVSpWarg mUHOn9)or Opening Height(for hodmrto"pnmlrg md1lon9) g.r!
so In 60in T 70N 00In I so In 109In 12o 1n 140In IWIn o
Red4ng4a 1bW11-. Pecteno&, TrwTdan9. ReatmpAer 71oWrdag. Redwvhr Tmprrdang. Roctenµ4a DeplTIong. Redengdsr Tm#Tdmg. Redangnor TmprIVIeng. Redmrgitsr Tmpm.m Rectm�ar DWRdan9. a
1"x 3.125"x 19
lno®n5gg Loafing -Loafing laadno Loa0.ng Loadrlg Lowing Loadn9 l0sdn0 Load no Laaddg NZ
Loadeq laad� losing loodng Loading
loafing Sx
Tube ull if � t3 B P� d�if N a'
U V V U U V U U U 3 U O S m
12N 170.0 620 170.0 435 170.0 744 170.0 476 170,0 866 170.0 500 170.0 BB2 170.0 519 170.0 1110 170.0 521 170.0 INS 170.0 521 170.0 1488 170.0 521 170.9 fY35 170.a 521 164.4 iB02 1T0.0 621 J tJ!
481n 110.0 700 170.0 524 170.0 050 170A 664 170.0 982 170.0 W9 170.0 1133 170.0 651 170.0 1275 170.0 077 170.0 1417 170.0 6e0 157.7 7577 179.0 680 135.1 1577 110.0 660 110.2 1577 1T0.0 NO _
50.825In 170.0 747 170.0 503 170.0 No 170.0 e31 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 INN 1494 17&0 756 141.7 1495 170.0 756 121.E 1495 170.0 758 100.3 1495 110.0 156LU CD
N
O
64 N 170.0 7B7 170.0 812 170.0 056 170.0 691 170.0 1118 170.0 764 170.0 1275 170.0 8M t8&1 1401 170.0 837 149.5 1401 U0.0 650 $24.6 1401 170.0 661 100.0 1401 170.0 581 03.4 1401 170.0 601 m cc+) ~
601n 170,0 686 170.0 701 170.0 1083 170,0 707 15&6 1fE8 110.0 679 co
13&7 1156 187.0 028 1233 1150 15CS 017 111.0 1150, 140.1 810 026 1156 144.5 003 70.3 1150 144.5 903 69.4 1166 144.6 003 r'
83In 170.0 930 170.0 745 150.0 1040 170.0 650 137.0 1049 155.5 WO 119.8 1049 141.7 646 10&5 ton 132o 636 95.9 mo 125.E 628 T&9 104E 119.3 020 09,6 1049 118.0 819 69.9 1049 11&9 519 LT d m
001n 160.8 865 170.0 769 139.0 965 151.3 604 110.1 055 133.7 765 104.2 955 121.4 776 02.6 965 112.6 765 83.4 056 10&4 757 68.6 855 00.0 740 6g.6 965 98,7 746 62,1 955 08.7 748 W m {{
J 72h 12&5 803 131.9 697 107.0 QOS 114.8 082 91.8 803 101.1 870 60.3 603 81.2 jLqEMMM*603 83.9 818 64.2 603 1e.6 842 53.6 e00 722 832 45A 603 09A 620 40.1 803 69.7 027 to F
78N 1002 721 114,1 629 01.0 72t 97.0 616 75.0 721 85.1 606 68.3 T21 70.5 721 70.1 506 64.6 721 65.4 579 {S.6 121 69.4 50 AS 721 WS 664 34.1 721 55A 563
78In 101,0 SM 105.4 599 04.2 6M 04 687 722 684 76.4 610 6&1 604 70.4 664 64.4 5% 60.6 684 59.0 551 42.1 864 54.1 511 30.1 064 51.3 636 31.8 8B1 50.8 534ZBS.6 514 W.0 456 64.6 614 57,3 448 47.0 614 60.0 440 41.1 514 44.6 514 40.5 427 329 6l4 37.3 421 27.{ 614 53.0 412 23.5 514 50,4 406 20,0 614 2&0 405 lq Z081n64.2 452 65.7 401 45.2 462 47.0 396 30.7 452 40.0 3B0 33.0 452 304 452 32.8 3T6 27.1 462 30.3 373 22,6 452 20.8 365 18.4 452 24.2 J58 1&0 4S2 22.6 355N36,1 357 38.0 322 31.7 357 327 317 27.2 357 28.4 312 23e 357 262 35T 22.7 303 19.0 357 20.6 289 15.0 35Y 16.0 283 13.6 357 162 20/ 11R 357 15.0 26] W11tin55.1 338 35.6 308 29,2 396 3011 J30 20.6 286 17.6 336 10.0 2B4 14,6 336 18.6 270 12,5 33B 14.8 275 11.0 336 13,8 269 m 4A120N 27.7 209 28.2 263 23.1 2B 289 1&3 249 13.9 286 1l9 216 11.6 2e9 12b 2/0 9.0 289 11A 23a B.T 2e9 10.4 232 L) < Q O 0
Z f1�
TABLE GB ANCHOR CAPACITY ADJUSTMENT FORMULA; 1w NQ
Anchor Cs aei Table(]be) U� IY
subavats 27kgoncrde &6kQnc. HOSawcmu F19MCMu PTwOM Meta (�)X ANCHORCAP,,v,- _ANCHORCAP."," 0� -7
518'Else 114'Ss Eko&I&Eko 114'SS E9c0 010 Sled 012SIOM 012 SIMI MULLION CAP.,,p �
MehorCllp PattamaAnctaT 8116"EIc6 UAram 114'FJeou0r4ton Unrxm 3l1C Erco Ulmon 114-E"U6racon "$5 EIor UAmm Ag9mOata Sdew(G5)Scmw(G5) 9crew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
1351me OM I- 2-Ur 1" 24re 3.16r in 2-vZ 1' 2-V7 7 3.110' 7 0.43' a5a• .324• CAPACITY REQUIRED'CORRESPONDING TO AN
EmlasOnaA 13r4' 1314" 1314' ta'4' r 1-114- 1-U4" 1.114' i-ve 1414' 1414' 7 1S9" 1319' vales ACTUAL PRESSURE REQUIREMENT FOR THE
2Ancnsn 043V MIA.O.C.l Stardam aOOSeIC t 3901bS 3 05 493 ms 890 to IGU Ms 270 bs 20D®6 WA Ns 7401ns 3r4 Ms to 6 milbs 1 OPENING,WHEN IT IS LOWER THAN THE MULLION
Archon®4.15'MR O.C./9tan04N(arC(Be0 Cop(Rg 2) 460®s 700 to NIA WA NIA NIA 380 Ns NIA NA WA WA WA 662106 088 ms 1120 IbS CAPACITY(FROM THE TABLE)OF THE SELECTED
4And0n@T Mkt.0.0.7 2t5 ArVaCipsI e19 3y 7w 109 79010s 8901bs 16M 0s 1611imt 64DW 6%cs NIA 7601M 748103 em ltS 1BB2 Po4 662MB MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Aamn®0.45'Min,O.G./U•cup,IM0.12a ALUM.ft WA NIA WA 141A NIA WA NIA WA NIA WA WA WA CAPACITY WHICH MAY BE USED TO QUALIFY
1Anct"IF4:1 4R9 i96 Da 195 ros '175 Ns 44511m 0ts 435®s f100s In ms 370lbs 15710s 332 Mm 473 m6 USES 2211os DIOb ADDITIONAL ANCHOR OPTIONS FROM THE
2ArKWM 01.1V Min O.CI FG 0 840 Ds 3501bs NIA WA N!A N/A 1001ba NIA WA NIA WA WA 341®s 142 Rs ms ANCHOR CAPACITY TABLE,
NOTE;FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PROOUCT REVISED
ps eomptyins with Om Flu"
F-1.000'�I nuilamaCoda
FIGURE 1: FIGURE 2: TABLE NOTES• Bc�ril'on IY Ict
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
10710 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MI 4ado Produd
11tlililrr//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3.125" `�1 N'� ,.••�•. �� ��
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. '
F-s
6705
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS j•r n Nu.5
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 1-0'5m" '.(/L r, r •' D-
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -0'• ` (,'6 L1! -
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE OD63-TS AND BE A MINIMUM OF.125" �`F� Sl1ATfi
THICK,STEEL STUDS TO BE MINIMUM GRADE 33 AND,045'THICK(18 GAUGE) (1".STRUCTURAL STEEL TO BE AT 1'X(v V F X.5'MULLION 1.�,"•.. r,
• A MULLION) ,( .,,LORID;,. �(�"•
LEAST.125"THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �`sp ' '•"' (�\'��
• THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.0R 410 S.S.
A.LYNNIMILLER,P.E.
FL P,E.#5B705
TABLE 6A •In fe
Mullion Ca ac (f32 q Table lba
Opening Width(for vgrtica"panningmd[lore)or Opening Height(for hodzontaly-spareingmWons)
601n 60In 70in OD In 901n IOON 1201n 1401n 160In dig O
Flecl"'I" ThWd ng. Ractnng,dar TraPrrderg. Redw9der ThV Marg. Rectenllder TrapRdeng. Fleelatgtla TtopRdang. Remangdar Trep'Mang� Rectangular IW Mag, Redanguar Tmprrdarg• Rectangular TrapJafeng. o�
1X4%,126 Loadng Load-B Loading Lowing loading Loading I---. Lasdn9 Laa8g Loading Loedn9 Loading Loadhg ln0dg Loads Loadng Lowing Loading
-ill
� � e-fal P
�l 91 1 9 9is is1 �a I� N Qom
421. 170.01 620 170.0 1 435 17D.0 744 170.0 476 170.0 866 170.0 NO 170-01 882 1170.01 519 170L0 Ilia 170.01 521 170.0 1240 170.01 521 170.0 U68 170.0 1 521 145.8 1409 170.0 621 127.61 14110 170.0 1 621 -
48N 170.0 708 f70.0 624 170.0 850 170.0 5U 1700 992 170.D 030 170.0 1133 170.0 681 170.0 1275 170.0 677 155.3 t303 170.0 660 430.3 13D3 170,0 Goo 111.7 1303 170.0 Goo 97.7 1303 170.0 680 j >d =
60.6261n 170.0 747 1T0.0 663 170.0 e98 170.D 631 170.0 100 170.0 e64 170.0 1195 170.0 723 150.1 1235 170.0 747 740.E 1235 170.0 7W 117.1 1235 170.0 756 100.4 123y 170.0 756 87.0 1236 170.0 758
641n 170.0 791 170.0 012 170.D 958 170.0 691 170.0 1110 170.0 764 I544 1158 170.0 BD3 137.2 1150 170.0 837 123.6 1158 17a0 SM 1029 1158 170.0 861 882 t15e 170.0 861 77.2 1158 170.0 eel m C O
(O
to
so in 170.0 am 170.0 701 168.7 1042 170.0 797 1428 1042 161.1 832 12y.1 1G42 146.7 815 tIL2 1042 I3aa 80l 100.0 ID42 1=2 791 034 1042 120.1 102 71.5 1042 125.1 702 62.5 1D42 1291 782 }�- J
J
631n 17D.0 930 170.0 745 151.2 B92 163.0 810 120.6 092 144A 799 113.4 082 131,0 782 100.8 9a 121A 761 90.7 992 114.0 75B 75.6 BD2 106.4 745 a4.B 9B2 108,o 744 58.7 902 108.0 744 a
66in 195.4 047 170.0 789 137.0 047 145.0 740 116.1 947 130.3 768 103A 947 117.7 752 BL9 947 108.7 735 62,7 947 102.2 727 41B.0 947 0&1 743 50.1 847 04.0 711 51.7 947 94.0 Ill Z
72In 135.8 849 142.7 737 113.2 049 121.0 722 07.0 849 IMP 708 04.9 548 06.4 696 745 $40 88.7 659 67.0 840 B27 675 60.6 849 76.3 659 40.5 640 726 6=W 426 049 724 851 W'Sg�"op
78 N 116b 782 120.7 fbS 98.3 71i2 102.8 fdr2 a25 782 B0.0 040 722 782 eD.B 82B 812 7(12 74.2 820 67.8 762 89.2 013 4a1 762 828 602 41.3 782 69.9 697- 36.1 7B2 y9A 695 J rn o Z
70 N 106.8 724 111A 834 e9.g 724 94,0 621 76.3 721 B2A 809 60.8 724 74A 699 68.4 724 66.1 691 53A 721 83.4 683 M.6 724 67.3 673 362 724 51.3 687 33,1 724 63.5 665 F J r
9014 69.6 1N3 71.8 403 68.0 543 60.7 474 49.7 6W 52.0 4W 43.6 643 47.1 456 30.0 643 42.8 452 34.8 543 38.5 446 2a0 6W 34.9 436 24.8 543 32.1 434 21.7 643 30.7 426 Q fV O
06 N 57.3 476 58.0 427 47.8 475 49,1 411 40.8 476 43.2 412 35.8 47a 3a6 406 31.0 478 34.6 400 28.7 476 320 395 23,9 470 20.1 S88 20.y 475 25,6 380 17.9 47a 24.2 378 N I fl O
1081n 40,3 371 41.1 341 33.5 371 31.0 135 2Qa 377 30.0 330 28.2 377 264 325 22.4 371 24.0 321 20.1 377 22.0 311 10.0 377 19.0 310 1fA 377 17.1 304UJ N J'
Ill In 37.1 357 37,0 323 30.9 357 31.9 318 20.6 3y7 21.6 313 23.2 357 24A 309 20.0 357 22.0 305 18.6 357 20.1 301 15.4 357 17A 204 X
Y Y
120N 29.3 309 29.8 279 24.9 306 2y.1 274 21.0 3oe 21-7 270 18.1 30e 1&2 267 18.3 308 17.3 263 V X Q O O 144 N 17.0 212 17.2 108
a�� z
TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA:
AncherCacl Table � � ��
fibs) ANCHORCAP.,,e,,,,,, _ "�
subalnla 2.7K carcmte 25K Oa,c. H01"emu Fled CMU PT VWod Mew (OP,)X ANCHOR CAP.,,,
&1T Elm 'W SS Eko 5115•Elm 114.86 Eko #10 6teel #12 steel 012 SIe• MULLION CAP.,,,,,,a,
Anchor Clip Patterns Anchor Type'. 3/18'Elm Ullman 114'Elm(#aeeon InOson 3�15'Elm Uamon 1/4'ElmUlttacat AggraGetar UIIl000n Aggregator Baea(05)some(GS) Screa(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge VIA-(lot 1• 24417 1• 2-VC 3.InT 1• 2.112' 1' 2-lir r 341W 2• 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedmad(In): 1a4' 1.314" 1.3fe tal4' 2• 1.1- 1.1(4' I.V4' 1-114" 1.114" 1.114• 7 14f8• 1.318• veMe ACTUAL PRESSURE REQUIREMENT FOR THE
2Arrdtas 4.76'Min.O,C.1 StmdmdaMeICP (Fig.1627 390 Ws 3901be 450 Wa 890 We 1644Ie0 Z/0Ws 2801bs 354Wa 740 ibs 374 lba 6641bs 940 Ws 34 Ws 4421m 980Wa OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AncMra®225'Min.O.C,l 61atderd IW O"COP n.31 700(as 7001be 580 Iba 1410lba 952 Re WA 660lbs WA am M. WA 8W lb. WA 662 as 051be 112o Poe CAPACITY(FROM THE TABLE)OF THE SELECTED
e And4n;40 IAS'MIn.O.C.I Standard(or0ffiel)M (Fig.41 MOM 1400lbs WA WA WA WA 760IN WA WA WA WA WA 1303 Wa 1770 Iba 2240ba MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 AmWs 6 36 Mh O.C.I 2a5 Anale Clips I ft.Bk 780 W 7e0 Ws gag Wa 1580lb, 1M is 640 ft 500lbs WA 760 W3 74616a 8W lba 1692lbs 6112 lbo 8010e 11201hs CAPACITY WHICH MAY BE USED TO QUALIFY
6 Anchde Q Y MIX 0.41(2 20 Artgln taps 1 ,fik 1170lbs 1170lb4 102D Ws 2340lbs 2844 ba 810 WB 640 Es WA 114D lbe 1122 Ws 1320 Ws 28381bs 1D22 Ws 1327 Ms 5880 Wa ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anthem 8OATMn.O.C.I UL4Ip,61I.A25-Abm.(M.7k WA WA WA WA WA WA WA WA WA NIA WA WA WA NIA I.We ANCHOR CAPACITY TABLE PRODUCT REVISED
2 AWtw.®22F Wn.0.CJ F471p(Flg,e1 350 M 350 Wa 2B0 the 705 Ws 478 W WA 280lbe WA 315 Ws WA 440IN WA 34110.s 4121bs SBO IDs a3 cornplyin5 with the Cibd&
4 Anchora 01.tY Mh OC!F-019(M.9 460 WB 701 Ws WA WA WA WA 3801bs WA WA WA NIA WA 6821bs B85lbs 112G Ws Btdid(ng
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --� 1.000" r Aeceptwtee �(p-bxl$,O 3
EXpiralion Dale�Q, (
TABLE NOTES; Sybaml de
FIGURE 1: FIGURE 2; FIGURE 3: FIGURE 4: FIGURES. FIGURES: Iv i-1151r61
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE �111 1//
• • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS
\0 .......... CZF,
• • • • • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .���'�,.'•v\DENSE �P r i
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000° �1: IG.55-fo •;r
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW -
FIGURE 5: FIGURE 8: FIGURE 7; SUGGESTED,APPROXIMATE HOLE LOCATIONS. - �- 6• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED STATE F <U
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED YELLOW A25' '�x`-- r 1, ��`•
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF,126'THICK STEEL : GCS• LDR1L..••��C�
• • STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THIG)C
ES S�O,PJf1A�-
ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS, AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& t"X 4'X.126• A.LYNNIMILUER,P.E.
012 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE 7A
Mu6lon Capacity Table Ibse
Opening YVId91(forwerticalyspannlag mullions)or Opontng Holght(for horizortelySpanning mullions) 3yf
601n BON 70In 80 In 901n 100 in 1201. 1401a 160In
1 A4X.375 licalensiar TroPfrdmg' 17 polar Twprrdeng. Rectangular Tre=.O. Reclenylda T1epfrit. Rectangular 7rep7Tdan9. Redenpda Treplflwla. Rastsngula hap7Tdan9. Rectsnguler TmpRdang. Raclwo. -Roffdan9, g d
loedn0 Loading Loedrg Loadrg Lowing Loedlp Loading Loeding L"rm Wrding •Lowing Lmdng Wadng Loadn9 Loedhg Loedne laedn9 LWdrg 6Y.
Alum.Tube
g g yg qg tn
LL
Mulllon 's CO
6 s• g• 6¢ p 6� 6 $ 6 6 5 6 6 ¢ tom W
421n 1T40 820 170.0 435 170.0 744 170.0 476 170.0 BOB 170.0 BOB 170.0 992 170.0 519 170.0 I110 170.0 821 I70.0 1240 17MO 521 17ao 140a V0.0 fi21 170.0 1735 170.0 521 t70,0 f883 170.0 821 •31 W
481. 170.0 708 170.0 524 170.0 850 170.0 6B4 170.0 992 170.0 530 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 UN 170.0 1700 170.0 680 170.0 1983 170.0 BBO 151.6 2024 110.0 68D _
fi0,0251n 170.0 7/7 170.0 figs 170,0 eB8 1T0.0 631 17D,0 1018 170.0 881 170.0 1185 170,0 723 170.0 1315 170.0 T47 770.E 149f 1T0,0 766 170.0 178J 170A 768 168A 1919 170.0 768 1346 1919 170A 7fi6 � a o N
O
541n 170.0 797 170.0 812 170.0 958 170.0 691 170.0 1116 170.0 764 17MO 1275 170.0 803 IMI) 1434 170.8 637 170.0 1694 170.0 856 159.9 1709 17U $61 137.1 1729 170.0 661 120.0 1799 170.0 681 m O 1--'
60In 170.0 80 170.0 '701 170.0 1063 170.0 707 170.0 1240 170.0 $78 170.0 1417 170.0 944 170.0 1504 170.0 096 155.5 1819 t70.0 1033 /29.6 1610 170.0 1063 111.0 1B19 1T00 1083 97.2 1619 170.0 1063 J
631n 170,D 930 170.0 745 170.0 1110 170.0 BW 170.0 1302 170.0 940 170.0 1488 170.0 1015 15&7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 t66.6 1155 1003 1542 1679 1t57 88.1 1642 1679 1157 7
,6 661n 170.0 074 170.0 789 170.0 INN 170.0 W3 170.0 1384 Woo 1D02 160.6 1472 170.0 108a 142.8 1472 168.8 1140 128.E 1472 168.0 1130 107.1 H72 147.8 1108 91.0 1472 146.0 1104 00.3 1472 146.0 1104
721n 1740 f063 170.0103
.0 1275 170.0 1009 760.8 1320 180.2 1101 1320 1320 149.0 1082 117.3 1320 137.E fOBB fOSA 5320 120.8 1049 BAO 1320 117.0 107A 75.4 1320 1128 1013 88.0 1320 1128 1012 W
161n 170.0 1122 170.0 .6 1154 152.4 1013 1202 1154 139.9 994 112.2 1154 125.7 078 29.7 1104 115.3 954 69.8 1184 107.5 952 7L8 1184 97.0 835 6M 1104 93.1 927 56.1 1184 92.3 923 fA u`��
761n 188.1 1124 170.0 ,4 112/ 147.0 985 1IBA 1124 126.8 B47 103.8 1f24 115.6 931 92.3 1174 105.8 815 640 1124 98.6 00O 89.2 1114 89.0 B90 59.3 1124 BLS 881 61,8 1121 85.2 878 F-,
901n 1041 1141 111.E1 014 84.3 736 77.2 tN4 021 724 67.8 644 73.3 712 60.1 844 88.5 702 84.0 8M 61A 897 46.0 B11 5l2 670 38.8 844 Bee 66B 33.8 814 17.7 662 Z Z N O`
901n 89A 742 91.5 2 742 77.2 652 B3.8 742 67.2 641 65.7 742 59.0 631 49.6 742 54.1 622 44.5 742 49.8 814 37.1 742 43.6 600 31.8 142 39.8 590 27.8 742 37.5 684 N LO
LO �O py
105In 02.0 50 631 1 588 53.6 521 44.7 588 46.6 513 39.1 586 41.4 5D5 34.0 606 37.3 498 31.3 885 34.2 492 25.1 586 29.6 481 223 560 20A 472 19.5 556 24.7 466
1111n 57.5 555 55.6 0 555 49.6 {95 N.2 856 42.0 IB7 38,0 555 38.0 480 32.0 655 34.2 473 28.8 555 31.3 407 24.0 655 27.1 457 20.8 A55 21.3 448 16.0 453 22/ 442 x 14 2 Y
_ 1201n IS.B 475 I41 0 475 39.0 4ffi 326 175 J3.7 420 28.6 176 28.g 414 26.3 476 2a0 40g 228 4T52L5 40{ 18,0 475 21.1 395 18.3 175 fa7 J67 f1.3 476 17.2 3B1 xO1441n 16.4 330 287 .0 330 .4 JOf 15.B S30 19.3 287 16.8 330 17.0 203 a e' Z N
TABLE 7B
g m O go
ANCHOR CAPACITY ADJUSTMENT FORMULA: r�� Of
Anc her C act Table Ibs ANCHORCAP.,,a,,,,
Bubslmle: 27k Cork/ela 3.5k Conc. HOW CMU Filled CMU PT Wood Mela1 (DP„)X( )=ANCHOR CAP.,,,
116'Eko 1/4'Se Eko 6ItB'Elco 114•s8 Eke 010 Steel 02 Steel 0128ted MULLION CAP.,A.,,,,,
Anchor CUP Pattems "Am- 3116'Eko UlWcon 1r4'Eko UAreean uibseon 3r16'Ekoullmean 114'Eko UiOecon AgAlikaim UOrecen Apgrallakr Screw(G5)Screw(Gfi) ficnaw(OS) USE THIS FOFUv1ULA TO OBTAIN THE
1• 2-1rr r 2.1rr 3-TI6• t• 2-11r r 2.10 r 3.1re' r 0.48' OW .32'r CAPACITY REQUIRED'CORRESPONDINGTO AN
1.314' 1-314' 1-014' I 1•3W r 1.1/4' 1-114" 1-114' 1-114' 14W 1-114• r Iare' t'ra• laden ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anctrors®a.75'AM.O.C,/S1nrMardagtael r2lp(Fq.1827 3901as S-9-0 abs k5o1bs 820IN 1644 VA 270IN 260IN 3541bs 7401bs 3741as 064Ibs Mw 3411ba 4421a mom OPENING,WHEN IT 15 LOWER THAN THE MULLION
4 Anchors@225-Min.O.C.I Standard(aOffset)Cip ft.3} 700Ir 700f 580Ibs 1410lbs 952 lbs WA 500Ibs WA 63015 WA WOIbs WA fA2 im 0851ba 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
• 8Arlchom�1,15'Min.O,C.l BtaMerd(01 at)C6p ffq.4k B80Is 14001M WA WA wA WA 7601ba WA WA WA WA WA 136915 177o r- 22101hs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anchors QT Mln.D.C.I R)N5Argie CB95 I(Fig.6y, 78014 760 ms 6001hs 15601bs 18M IN 640 Ms 560 IN WA 760M 748lbs 68016s 1892 tba 6821b.5 7511s 11201bs CAPACITYWHICH MAY BE USEDTO QUALIFY
e Armlota®3'Mm.O.C./(2)2t15 Angb ClipI fFq.61: 11701be 11701be 10M rm 23401bs 26441e 610 IN 8401br WA 1140Iba 112215 13201s 2698 the 10221s 13271as ima(be ADDITIONAL ANCHOR OPTIONS FROM THE
4 Arctnm®0.45'Min.O.0 I U43IR Into.125•Alum.(Fig,77. WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143099 ANCHOR CAPACITY TABLE E RmuOT RBVIsL•b
2 Archcm®225'Mk.O.O/F-Up ffq.B7 35015 3501e 290Iba 7051bs 4781bs WA 250[as WA 315IN WA 4401be WA 34115 4421be 560 IN ascamplyiu5 with 910 plbrwa
4 Anzhm 01.16'Mh 0.0.1 FCI (Fla,e): 450lbs 700IN WA WA WA WA 380[be WA WA WA WA WA 6821s 9B5lbs 112014 Building Code a21$•0
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --1 1.062' f•'- -'j 1.000' r•^ Acceptance No�621
plml I1oto
TABLE NOTES: By
FIGURE 1: FIGURE 2; FIGURE 3: FIGURE 4'. FIGURE B: FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION IMiern da}rodfiet
)
• • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 11 I I I)r
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ••""••
• • • • • • • • • Is 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE `Y�:• '•'%�
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000' :;•h;;' Nu 58705
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ �
FIGURE 5; FIGURE FIGURE 7: -i
8:
4)6U8STRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ;.-Lt 1•.V`" 6 'Itt/`
• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE •• !: �5C fIY �U
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ";Ci�'••.,rtoRlnr•'•�C''•�
8083-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' .375" .375" %•OS •..... ...�`•
THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL ANCHORS
ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 a 012 7'X 4'X.376' 1"X 4'X.375' A.LVNI nMILLik P.E.
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'r-MULLION MULLION FL P.E.N 58705
TABLE 8A ® ktiww R
Mullion ce achy Table(theme)
Opening Width(forverticelly-sparring mM6ons)orOpening Height(for hodzord59y-spatring mull ms)
60In BO6 701n 80N BOIn f001n t201n 1401n 16o In
126"x Rxt.,Ww TMa ��' ReUen9uter 7FapnHen}7. Reclenpear TmplTdglg. Recteegrler Trop/idarg. Recten ar Tro tl
Loading Loading Lo.9 l0edln Loading Load LoadnO LoadO �t°"g' Raclenpaer Tm{>ITdeng. Reclnnguln 7Fep/7dang. RectengUer TL.Xg. Recfnngllar TropMang. C
3.186^x a 9 B tre g Loadim LaaemO Loading ImanO Loading Loadne Lo.ding loading loading Loaaing
,266^Alum k �'_ _ $ P F _ .& FJ '_ _ _ _ _ _ &_ P. Pg_ -
TubeMullii TO!
1 � � 8� r �� ' gB fV
a ae a s o a o 8 6 m rr
0
42 In 170.0 620 170.0 435 170.0 7M 170.0 478 170.0 856 170.0 59B 1740 682 4740 B19 W0.0 1115 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 151.0 1769 170.0 621 J W
481n 17MG 703 170.0 524 170.0 850 170.0 5M 170.0 892 170.0 SW 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417' 170.0 080 15CS 1s" 170.0 660 1327 t545 170.0 6B0 116.1 1540 1740 680 2
50.675in 170.0 747 170.0 563 f70.0 898 170.0 631 170.0 1040 170.0 884 170.0 1105 1740 723 170.0 1345 170.0 747 107.0 1488 170.0 7W 09.2 1466 170.0 756 119.3 t465 170.0 766 104A 1480 170.0 756 2 6 N
641n 17MO 797 170.0 612 170.0 95a 170.0 691 170.0 1116 170.0 754 170.0 1215 170.0 603 163.t 1376 110.0 637 146.8. 1376 170.0 856 122.3 1376 f70.0 SB1 164.8 1370 170.0 661 91.7 137a 170.0 881 M �(r��]5 LU M O
6010 170.0 5B5 170.0 701 170,0 1083 170.0 707 155,9 1158 170.0 078 130.0 1155 167.4 Me 123.E 1165 166.8 919 111.2 1166 150.0 912 92.7 1153 144.8 905 7g.4 1158 144.5 905 69.5 1168 144.0 945 W ( J
93 In 170.0 930 170.0 745 160.1 1051 170.0 850 1372 1051 155.9 W2 120.1 1051 1420 Me 1047 1051 1323 837 98.1 1051 125.7 530 90.1 1051 11g.6 Bel 60.0 1051 119.1 021 60.0 1D51 119.1 021 (L
661n f67.1 957 170.0 780 139,3 037 151.6 806 119.4 957 134.0 700 104.4 957 121.6 777 92.8 957 112.E 787 83.6 957 106.6 759 59.6 937 100.0 750 59.7 957 88.0 748 82.2 051 90.E 745 Z J ig'
721n 120.7 601 135.2 898 f07.S B04 1/s2 561 9f.9 804 101.3 671 BOA 801 0fA 080 71.8 BO4 84.7 650 64A 801 7d8 847 630 BD1 120.8W8
440 604 B8.0 B2B 40.2 604 69.8 820
761n 109.4 722 114A 670 912 722 07.2 818 78.2 722 65.3 600 88A 722 76.7 698 60.5 72Z 70.3 668 51.7 722 85.5 580 45,8 722 SB.1 722 56.7 605 342 722 642 664 JQ to
TB in 107.2 865 105.6 800 54.4 855 59.8 585 72.3 683 76.6 677 03.3 056 70,5 b6a 062 B85 64,6 880 60.8 Bd5 80.1 553 422 660 362 855 61 A 637 31.8 685 60.7 638 N �-
901n 65.8 M5 56.0 451 54.0 6H 57.5 449 47.1 516 %1 441 41.2 Bill 44.7 431 S0.8 Sill 40.6 428 33.0 5f8 37.4 421 27.5 515 23.11 5f5 30.5 407 20.6 516 29.1 404 Q X Z N `o
06 in 64.3 453 55•a 404 45.3 453 47.1 307 30.6 463 Alto 301 33.0 453 38.4 385 30.2 453 33.0 370 27.2 453 30.4 374 22.6 453 t9.4 453 24.3 360 17.0 453 22.9 356 00 g0��1DBIn 30.1 3" 39.0 323 31.6 358 328 318 27.2 368 28A 313 23.8 358 262 308 212 358 227 304 19.1 356 20.5 300 0.0 358 N
M
1f11n 35•I 376 35.8 306 29.3 330 30A 301 25.1 338 28.1 2B7 22.0 370 23.2 293 1g.5 336 20.9 289 17.6 33a 10.1 285 w x14
LU
1201n 27.8 290 243 284 23.2 290 23.8 200 10.0 290 20,5 2. 17.4 290 19.2 153 UA 2B0 144 249 U U) Q O O
Min 16A 201 10.3 166
TABLE 88 s ZOaQ
ANCHOR CAPACITY ADJUSTMENT FORMULA - 2 aacr
AnehorCS ecl Teble Ib5 ANCHOR n a�
SUDetmffi 2ACorcRle 315%cnc. Haan( FIWCMU PTWOM Mew (DIP-)X ANCHOR CAP.,,,
t7fEEltO V4"SSElco rd16"E110 1WSSEImo 910steel 1nMeM IN2steel �MULLIONCAP.,,",,,o,
AnchorCllp Patterns Anchor Type. 91tIT Elm UArxon v4 Ex0utltecon UBmcan 916'EltD U0lacon U4'Exo UAracon AgQaO,or UBrecm AggnaGatar stm•M(G6)ser"w) 5ctex(G6) USE THIS FORMULA TO OBTAIN THE"ANCHOR
EdgeDslanceen) 17 2412' 1' 2-1112" 3.1f r 1' 2-112" V 2-112 2' ova z OAV o.s4' o.324' I CAPACITY REQUIRED'CORRESPONDING TO AN
EmDeOnenl n 1&4• 1314• I,Vd• 54f T 1•f14• 1-N4' 1-1/d• 1.114' 1.114• 1-114' z 1-w Mir woes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors®4,7Y Mlrt O.C.l Stettl9d arOENC 9t 39DIDs 390 We 450 ms e90 tts 16"1es 270lbs 28D ua S-A Ms 740108 374 Ios 661 D76IDS tme 44209 We Ww OPENING,WHEN IT IS LOWER THAN THE MULLION
4 ArcMs t➢1.15•Min O.G 1 StBMtnt OBeI)COp g 2j 480 Ms 700 Us NIA WA WA NIA 380 Es NIA WA NIA WA WA 5521DS 865 Wa 1123 cd CAPACITY(FROM THE TABLE)OF M A SELECTED
4Arelds®3'MIn.O.C.I(1)nSAngieeppsl g4 780 ib3 790 Ms Goo Ibs 1560Ild 1606lbs 640ms 5600te NIA 760lbs 7481n% am In 7B92 Me 602los oUlas 7120 Ws MULLION.IT WILL YIELDAMINIMUM ANCHOR
4.-C O.45'MYt.O.C./UCIO.Into.125 Alum. 4 4 WA WA NIA WA NIA NIA WA N/A WA IUA WA WA WA WA 143o m CAPACITY WHICH MAY BE USED TO QUALIFY
1Arcrorlr-cB a 1e5es 14sma 27sU. AM. 0io, 135ms 14o®s mlDe s7olDe 167ms s321m 47sma 1700s 221Im 2aOID5 ADDITIONAL ANCHOR OPTIONS FROM THE
2AMinR M1.1t?MIrt O.CI FCIip g.fi 240 Ds 350 ms NIA WA NIA NlA 1fl0 ba NIA WA NIA WA WA 3111M 4421Is 66010a ANCHOR CAPACITY TABLE. PRODUCT REVISED
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. os camp(yinbwith 16o Fldide
BuBdin3 code�6"dZ(a•03
AOcc once No
FIGURE I: FIGURE 2: TABLE NOTES: h-1.250"--{ Es �62(
1♦
. O SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION NU..,*douct Coo
ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I 1117/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \%CPC( l.,111 k, ///i�
FIGURE 3: ` 1� .•
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE '� .• �1Gf:NSE •. ��
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '•
BEIU USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, 285" /�Plo.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 0-
FIGURE 4: FIGURE 6: FIGURE 8: ,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 T j�� St 111 O
606346 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND :'C�• .,�TOR{OH.'
• • .045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL 1.25'X 3.188'X.265'MULLION •.....•• \�`
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (t-1/4'VF MULLION)
1`
• 410 S#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYE(t3tMILL �t,P.E.
FL P.E,#58705
TABLE 9A o �^pp11 �S
Mu0lonCa Dol T9ble IbB162 �Id� F
Oponing Width(for v6tOce*spar"ng mullons)or Opening Height(for horizontal"parting mUllora) t`' S¢
bbh 601n 70N 801n go In IDDIn INN 1401n too in ffi aFF
126 R 3.26 Raatangul4r TraprTdaeg Raclarpufer maplTNng. Red aulu Tmpf".1-9. It"I. .1 T.PlTima. FteclYgWaz Tr prTde69. Reellnstut f TreplTdeng ReclanguNrIldf
irepTderg. RalMiOalar TryVfrbrrg R4<IenyAor Tnplldwq 4: K
It.100 Loedrg Laedn9 Lowing LOedNg L-sing Loading Ladn9 Inadbq Loading Loade9 Loading Loading Lowing Loafing Loading I-Ai g LwAll L4adn0 �1r
Alum.Tube
he $ t{�a� yyg y�g^ p�}• �Lp§ pap y�g gng Jy yip& 'OLH
O� � O � O$ ¢0 � CO
421n 170-01 020 110.0 435 17110 744 170.0 476 110.0 OW 1T0.0 508 1170.0 092 170.0 610 170a ilia 170.0 S21 153.3 Ilia 170.0 521 127.7 1116 170.0 521 100.5 Ilia 170.0 521 85.8 1118 110.0 121 O
IBN 170.0 TOB 110.0 624 170.0 BSO f10A 504 181.0 97g 170A 630 1/8.7 978 1T0.0 6e1 130.{ B78 170.0 B77 117.3 978 1T0.0 8B0 g7.e 87B 170.0 680 &16 07e 170.0 600 733 918 170.0 BBO J
50,8251n 170A 747 170.0 6B3 f10.0 628 170,D 831 150.7 027 170.0 004 131.9 927 180.E 708 fi72,927 169.1 egg t05.5 E27 158.3 096 57.0 927 168.3 095 76.4 627 150.3 695 650 927 158.3 095 a fq
Il1N 170A 797 170.0 612 151.E Beg 170.0 601 132.6 96B 163.8 Bel 11&9 BBB 141.8 B69 107.0 8� 134.0 650 82T 669 129.E 85/ 77.9 869 /2&B 652 681 ee9 12&B 662 5},g 889 128.8 652 UJ O C
e0N 1432 74e 153.E &14 11&4 71B 132.3 620 10L3 746 117.8 606 69.5 74e 101.8 599 70.B 740 101.0 692 71.8 7d8 We 587 59.7 74B 63.3 553 51.2 746 93.3 583 44.6 748 93.J !i83 � � � In
S 631n 123.7 671 132.0 579 103.1 871 113.2 500 88.4 877 100.4 565 77.3 677 9fA 640 68J 677 66.2 539 61.9 677 81.0 534 51.8 877 77.0 620 4{9 677 76.7 529 AT 671 76.7 629 h Ui J
66 in 107.E 611 114A Ilia 89.7 647 97.5 619 7&9 617 88.3 509 67.3 617 78.3 50D 59A 617 72.6 494 63.6 B17 68.7 4B9 44.8 617 64.4 453 38.4 B11 63.7 482 33.6 617 83.7 482 ? N z
721n 82.9 516 07.1 450 6&1 BIB 74.2 440 69.2 318 85.2 432 51.0 518 98.8 423 48A Ilia 64.2 410 41A We 5&7 414 34.5 SIG 46.6 408 20.0 Ilia 45A 405 2&9 Ilia 45.0 405 Z J y
761n 70.6 485 73.7 408 58.7 46S 82.0 308 50.3 4SS 64.9 390 44.1 465 49.4 304 39.2 46B 45,3 37B 35.2 485 42.2 314 211A 411 3&3 311 25.2 495 38.5 364 22.0 4B5 J&2 383 J LLS7
76 In 65.2 441 Me 387 5C3 NI 67.7 319 48.8 441 50.6 372 40.8 NI 45.4 J68 382 141 41.6 360 N. 411 38.7 J58 27.2 441 31.0 349 232 441 23.1 346 20.1 441 32.T 315 J u Z
90 In 42.4 232 43.8 295 35A 332 31.0 299 30.3 332 32.3 284 28.5 332 28.8 280 23.0 S32 20.1 276 21.9 332 24.1 212 17.7 332 21.3 266 152 332 18.8 262 13.3 332 18.7 250
11 In 35.0 291 35.2 280 28.1 i 30.3 256 25.0 201 26.4 2S2 21A 221 23.5 245 1BA 201 21.3 244 17.5 M 241 14.6 201 17.1 235 12.5 291 f5,6 232 z r Q C4 O
Ice In 21.8 230 25.1 208 10.6 270 R1.1 2D5 t1.5 230 1&3 20I f6A 230 11.2 1. N 37Z �8r
IttN ?2.6 218 23.1 1B7 -I -FIB 218 18A 1W 18.2 111 19.6 let 14.1 2I0 14.0 188 ngS
120 N ..0 107 18.2 170 14.9 187 15.3 167 X
U N Q
Z�O 0
TABLE 98 a
ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnchorCepa Table Ib9) ��-3
ANCHOR CAP.„w,`
S9DSImle: 2.7k Concrete 3.6k Coro. Hallow(TALI Fated CMU PT Wood Melsl (DI;,,)X( J_ANCHOR CAP.,,,
&r16'Elm 114•SS Eko Ar18•Eloo 114.88 Elco BID Steel 112IIIw 012 Slad MULLION
Anchor Clip Pattem9 Arnlwr type: 3118•EIw IAUacon v4•Eko ulvooan ubmcon 31te•Eko ulvecon 1rP Elco Unman AQWWata lll0econ Agaeaetor Saraw(G5)81"(GS) 8crew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edua War"6nk 11 2•llr 1• 1 2.117 34V t' I 2.VZ' 1• 2-1R' 2• 3.1t8• 7 0.46• 0.64• 0.324• 1 CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment On' i-TV tart• I.314• 1 1.3141 21 Mir 1.114• 1.114• 1-1141 I-tr4• 1-1/4' 7 tale• i vw caries ACTUAL PRESSURE REQUIREMENT FOR THE
2Amba6@4.75•MkLO.C./SlarAudwobeldq(FI2.1): 390 R* 390M 45D IM 890%1 1644lb- 2701. 1 280 It. Wlba 7401b0 374!as ON me 046lbe 3411b3 442nw 500IDa OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anefan®1.15•Mtn.O.C.I Slendmd(w ORsal)Cap".2k 4e0 lbs T001W WA WA WA WA 3001as WA WA WA WA WA 082 Im BBsibe 1120 fbs CAPACITY(FROM THE TABLE)OF THE SELECTED
4Andham®3•MIn.O.C.""t5 Angle pips I(FI93k 780M 7801be 080Iba 1560 Me IBM lb. 5401Ds See It. WA 7601bo 748lbs 980Ibe 1092lbs 8821D3 6851bs it20lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 Anehas a51•MN.O.C.I Uglp,W..100•At...(Fig.Tr WA WA WA WA NIA WA WA WA WA WA WA WA WA WA 0509A CAPACITY WHICH MAY BE USED TO QUALIFY
t AntharI F-Olp(Fg 5Y 185101 105Z 225 lbs 445W 822IM 13S ibe 140 the 1T}lbs 370lbs 187&A 3321be 473Ib6 170W 221Ib6 2000- ADDITIONAL ANCHOR OPTIONS FROM THE
2 Arahcle 1.1Y MN.o.O.I F•Qgt(Fq.6). 2A0 N5 3501bs WA WA NIA WA 1f0lba WA NIA WA WA WA 341 Ws 4d21Ds 580 mS ANCHOR CAPACITY TABLE. pRl'3DUCf REVISED
ru a0mplying with Wa Flafd6
Bailding Cock
FIGURE I: FIGURE2: 1.250' Accepinnw
TABLE NOTES: Bapimlion pate Z
• • t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION MI '�foducl
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
ilt
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
NO
FIGURE 3: . �1�''•C£NS-
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.260 ,.•J
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS V•' '•,jt
0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �� N0.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100" I, a ' r)-
FIGURE 4: FIGURE 6: FIGURE 6; GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •» '• 1-fir V
U,1
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ) S'IA /,:
• • W63-TB AND BE A MINIMUM OF.100'THICK STEEL STUDS TO BE A MINIMUM GRADE 33AND %U,C •., pl"7fttOi•,,''\.
• • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST,125'THICK AND A36.ALL 1.25'X 3.25'X.100• �� �51 .. "
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL MULLION /7 `'�OrlrJ..
• 010 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A,('SINK I)WIL P.E.
FL P.E.#58705
TABLE10A
Ain
Mulllon Cepeelty Table(IhelR1)
OpeningWidth(torvedloarysper4ngmtelons)orl]peningHelght(IorhadzortalyspendngmrtRorls) � 1e
6D rn 601n 701n 50 In 90 m 100 in 120 m 140In 160In s7
5�ti
1$6 x326 R.t.gWar Twmiwv. RaclangAu 7apRdang. Ratlangidar Tap7dsng. Ractarputar TnpRdong 0.eclengJar TrapRrim9 Rocl®Bilar 7reyalMrp. ROclwgular Taplfdanp. R4danpWar TrepRuang. RaclangJu haptfiwg. o:
x.e24 Loafing loading Lowing loed'mg LoOdmg Wadirg Wedln9 LOadinp Loadng Wedng Loading Wedirg Loading W(ling Loediq Loafing L0adn9 Loading sya
Alum.Tuber •II,. .. .�`.. .€: .8 E.. ... £ ., E .S� .& .e.. E.. E E E E .s -�,z .§• .S -eE� E e- �
Mulllon a k �� 's �8 a€ o� $ ILI g ��. F 3� %A Ed �� 04
a P a e€ ai In m
as �� xa �� a�a � �a �� a E as €� s � a �a �� as h �� �a � �a o
"In 170.0 620 1110.01 435 170.0 744 170.0 410 1170.0 Sfi8 170.0 606 Ime 992 170.0 619 110.0 WIS 170.0 621 170.0 IUD 170.0 52+ 170.0 1488 170.0 62% 170.0 1735 170.0 621 170.0 1993 110.0 621 J W
401n 170.0 708 170.0 624 +70.0 850 170.0 584 170.0 992 170.0 $30 170.0 1133 170.0 661 170.0 1275 170.0 6T7 170.0 1417 176.0 680 110.0 +100 170.0 68D 169.7 Ian 170.0 600 148.5 1979 170.0 660 J =
fi0.626In 170.0 741 1 170-01 563 170.0 896 1 17001 631 1 Woo 1046 170.0 684 170.0 1195 170.0 1 723 1170A 1346 170.0 747 170.0 UN 20.0 LN ILI 1T93 170.0 756 162.6 IST7 170.0 756 133.6 1077 170.0 766 a N
64 in 1700 797 110.0 612 170.0 956 170.0 051 170.0 1116 170.0 754 17" 1276 170.0 603 170.0 %34 Ilco 637 17o.0 is" 170.0 SSG 15&4 1159 17b.0 $61 134.1 1769 170.0 661 11T.3 116% 170.0 061 O
m O f
601n 170.0 055 1170.01 701 1170.0 1063 110.0 1 797 1 170.0 +240 170.0 B}0 170.0 1417 V0.01 944 1 161A HII 170.0 996 1145.0 1511 170.0 1033 120.8 1611 170.0 1053 V3.6 1511 1T0.0 1063 90.6 1511 170.0 1063
63In 170.0 930 1170.0. 745 170.0 11% 170.01 550 1170.0 1302 170.0 940 166.6 1370 110.0 1016 11392 1370 170.0 1076 126.3 1310 164.0 1002 104A 1370 15S.9 1012 2A 1370 1553 1010 78.3 13TO 165.3 INN W
f. 661n 170.0 274 U0,0 169 170.0 1169 170.0 903 155.E iUB 170.0 1002 1362 1246 150.6 1013 121A 1249 147.1 1000 106.9 INS 139.0 939 90.8 124E 130.4 978 77.0 1248 129.0 976 60A 1240 129.0 915 Z m �n
1 721n 167.8 W49 170.0 078 139.9 1049 16o.2 592 119.9 1049 132.1 876 IO4.9 1049 119.1 NO 93.2 1049 109.7 846 83.9 1049 102.7 OU 69.9 1049 94.3 825 69.9 1049 912 B20 62A 1049 SLI 820
a 76 in 112.7 941 119.1 022 418.9 941 126J! 805 101,9 9!1 111.2 791 69.2 9N 100.0 liT 79.3 911 91.7 166 71.1 911 85.5 167 59.6 911 77.8 7M 61.0 941 74.0 737 44.6 941 73.3 736 J e Z
g "1n 132.0 694 137.6 783 110.0 094 116.9 767 94.3 6N 102A 763 82.6 894 91.9 740 73.3 894 84.1 730 66.0 894 783 721 66.0 991 7D.7 707 47.1 634 67.0 701 41.3 B94 66.1 690 Q ,Q r V
90 in 669 611 80.7 696 71.6 671 74.9 585 61,4 671 86.3 575 53.7 671 682 560 17.7 671 529 558 43.0 671 10b 551 36.8 871 431 W9 30.7 6T1 39.7 631 269 671 37.9 526
BBIn 70.0 690 72.0 627 59.0 690 61A 615 50.6 590 53A 502 44.3 690 47.6 6% 39.3 690 430 494 35.4 690 39.6 468 29.6 690 3411 477 25.3 590 3L6 469 22.1 111 29.5 114 X-Z W O
106 In 49.7 466 50.8 421 41A 466 42.e 414 35.5 466 37A 408 31.1 468 329 402 27.6 466 29.7 386 24.9 466 27.1 39t 20.7 466 23.6 342 17.8 168 212 315 163 166 19.5 370 1
III in 45.8 441 45.7 d00 392 441 39.3 39) 32.7 441 34.1 387 20S 111 30.2 782 2S•4 441 21.2 376 22.9 441 24.9 372 19.1 441 21.6 363 16A 441 193 356 14.3 441 W.8 361 W c'')
52
120in 36.3 378 76.9 71{ 3D.2 316 ]1.0 339 26.9 ]le 26.8 331 a.7 3T8 237 329 20.1 375 25.7 325 10.1 378 19.5 321 15.1 176 16.T 311 1n
I"In 21.0 262 212 242 17.6 267 1T.B 239 15.0 263 16.3 236 Q N Q O O
TABLE 10B g � Z�O sQ
AnchorCepitclty Table(Ibs) ANCHOR CAPACITY ADJUSTMENT FORMULA;
Su[b+rdta 2.7R cbrcrete 35k Cone. NODoa CMU Fned= PT WOW Mdd AN CAP. „.,,,
(DP)X( )=ANCHOR CAP.,,
6l16•EKo 11A•SS Exo Nta Elea ur SS EltoKWOM
N12 GWJ 4n2 stoel MULLION CAP.,„,,,,,
AnchOrCllpPettame Anclwrlype y1SE1c0U8mcon urEkoUnracon Uftmeorl y1S'pcounram v4.4eoUemeon AggrvGafor Ulrecon Aggio0dowSereA(Cs5) Straw(W)
USETHISFORMULATOOBTAINTHE'ANCHOR
E4lga daf8rce0 +• 211r t• 2.11r 3-Ila 1• 2-ur 1• 2.1tr r 3-Iff r aW 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embednall - +ad• 1a•4• 1314• 1-y r r 1-114• 1-v41 1.1/4• 1.1/r 1-1l1' I-vr r lava Lanes ACTUAL PRESSURE REQUIREMENT FOR THE
2AncMM®4.75'MlrL O.G r SWNam m olsd C80 g+1 3W Ws 390Its 4W Its 8D0 Wa ISM WS 210IN 200 C6 054 W! 7401bs 374 Ws 664 ws 945 Ws an trEO 0n OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arcbas®1.15•Min O.O I Stondaid(or OMel)Clip(Rg 2) 480 WS 700IDS NIA WA WA NIA 380 Its WA WA KA WA WA Its M MS 1120 Ws CAPACITY(FROM THE TABLE)OF THE SELECTED
4arc101S®3•MIR O,C.!(q 2a6A1gWc11ps! g3) 780 Ws 760to 680IDS 156011e IaW Ws 540Ibs 660 to NIA 7601bs 748 Ws 680 W5 1092We 885105 1120 Ws MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Arclgn®0.64'MLL O.C.IUCep,Inlo.fOa AUnlff44) NIA WA NIA WA NIA NIA WA NIA WA NIA WA WA WA 960 We CAPACITY WHICH MAY BE USED TO QUALIFY
tAKtnft FCOp alg 1a5 Ds 106m 225 Ws 445 to eats +361bs +409n 177 Its 3701rn 187 ms 302 Wa as ros 2211bs 2e0 We ADDITIONAL ANCHOR OPTIONS FROM THE
2ArKhDr5®1.1IF Min O.Cl F 240 CS 3G0 fs NIA WA WA NIA 190 t WA WA NIA WA WA 341 Ws A421E 660 W8 ANCHOR CAPACITY TABLE. pRODUCr REVISED
us complying with Iho FLOtidle
tluil
FIGURE I: FIGURE 2: A.=cWVanc0 f7o J6'62gCo 1�8•
TABLE NOTES: t2W Px imeon Date
. • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M(am'Dade I'm cl
llllll 111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .� O,� L N A/j1
FIGURE3: :;�',.•�1CL•NSE•'•.
ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3 CLIP MUST SHEETS 21-23.HOLES TO SHOWN ON SHEETS 21-23BFIGURES SHOW SUGGSTED,A1PPR0%/MATE HOLE IACAE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL T I BONSNc BE USEDIN PARTS. 4)SU13STRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND / fYGROUT•FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL 1 8b1 C6FIGURE4: FIGURES: FIGURE&: 4' � 1'• (./BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE (�•, 0 TE \
6063-T5ANDBEAMINIMUM OF.100'THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND tom'•,,F-LpR(pf*,.• ��•
• • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST A25'THICK AND A30.ALL ��,Sr• •••'• �'��;`�
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, 1.25'X 3.26'X.62A•
/
#10&H12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.CANI'ILLK P.E.
FL P.E.#5a705
TABLE 11A
Mullion Capacity Table pboffe)
Opening Width(Porvedicety ondngmtElons)orOpening Height(brhodmdallyspannig mtlDots) ye7�L�
60 in 601A 701n DOI. 90n 100n t20n 140 in 160in 19 O
126x394 Recungular TropTtAng. R4Genguiar TmpRdang. ReGengoler Tnp`Tdmg. Roctrgalm Traplyd0na. R4clengular TnpRdan0. Rectmgular Traplrrmiq. Rattangugr 7repTdang. ReGangdar Tnplydan0 Ractmgdar Trepllrleng. p u
Loading Lugging Loading Loading Lwan9 Loading Lmbg Loadng LDefg Leedog Loading Loading Loading Loaf 9 Loading Loading L.09 Loading - hx
x.824 �
Alum.Tube 'E k• �• .6 b• £ £ .c
'E .... 8„ .13 E '6 B ., ro' �., .. 5 '� ..„ '�-. '� -..
Mullion $ ee so a ee s sa a e a e� a a�. a �€ a ge ga �d e a '€ I@ $ ar • lg u ie N
u uq u u u o u u U u u$ o ub u u c� u u' u o9 u u' u ai u u ua c3 S E m
is
�a1 as .a o
421n 170.0 620 170.0 435 170.0 744 170.0 479 IT0.0 868 170.0 W6 170.0 992 170.0 619 170.0 1116 170.0 621 t70A 1219 170.0 621 170p 145e 170.0 521 110.0 1735 170.0 621 170.0 1293 110.0 621 J W
48
1
n 170.0 708 170.0 524 170.0 950 170.0 684 170.0 992 170.0 630 170.0 1133 170A 561 170.0 1276 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 680 ime 1903 mo 660 170.0 2267 170.0 60D
60.625 In 170.0 747 170.0 SM U0.0 IN 170.0 631 110.0 11AS 170.0 681 170.0 1195 170A 723 170.0 1346 IM.0 747 170.0 1494 170.0 756 170.0 1193 170.0 756 170.0 2092 170.0 766 1/0.0 2391 170,0 756 a N
51M 170.0 T97 170.0 612 170.D 956 170.0 691 170.0 Ills 170.0 754 W0.0 1276 110.0 Bb3 170.0 f43d 170.0 e37 170.0 IS% 170.0 056 170.0 1813 170.0 B61 170.0 2731 170.0 061 160.2 2403 170.0 661 CO 4p� O
60n 110.0 585 170.D 701 170.0 f063 170.0 791 I70.D 1240 170.0 518 170.0 i417 170.0 944 110.0 IS94 170.0 995 Me 1771 170.0 1013 170.0 2125 170.0 1063 148.3 2163 1T0.0 1053 129.5 2163 170.0 1063 H rD J
63 In 1T0.0 930 170.0 745 1700 1116 170.0 B60 170.0 1702 170.0 940 1TQ0 1458 170.9 1015 170.0 1673 170.0 1o78 170.0 1859 170.0 1112 15&9 2060 t7aa 1169 134.6 2060 1700 11T1 117.7 2060 INA 1i71 IL
65In 170.0 974 1T0.0 769 170.0 1169 INN 903 170.0 1364 170.0 1002 170.0 15Se 170.0 1086 170.0 1763 170.0 1155 1TO.0 191E 1T0.0 1210 143.0 1966 170.0 1275 1275 1966 170.0 12eG 107.2 INS 170.0 1200 z
721. 170.0 1063 171 87e 110.0 1276 V0.0 IM9 110.0 1468 170.0 1176 170.0 1700 1TO.0 1228 154.1 1731 1TO.0 UIS 138,7 1734 169.8 1386 11S.6 1734 iSS9 1361 99.1 1734 160A 1352 60.7 t134 1502 1352
0 761n 110.0 1122 170.0 937 170.0 1346 170.0 LOBO 169,6 1556 170.0 1209 111.1 165fi 166.1 1285 131.1 1556 151.5 1260 117-9 1656 141.3 1251 90.3 1566 138.3 1229 Bd.2 1656 122] 1219 7].7 1555 1212 1216 n�
7810 170.0 1161 170.0 96/ 170.0 1301 170.0 1116 165.9 1477 169.3 INS 139.4 1477 ISM 1224 121.2 U77 011 1206 INN 1477 128.5 179t 90.9 14" 116.9 1169 77.9 14T1 110.8 1158 682 1471 109.3 11S4 Q 04 eY-• �
901n 142-1 1111 146.E IN 111.1 1111 123.9 968 101.6 1112 107.2 9S1 68.9 1110 96.3 936 70.9 1110 87.6 922 71.0 1110 00.7 910 592 1110 71.3 e91 50.7 1110 65.6 870 44A 1110 62.7 870 cNO Q N O
96(n 157.0 9TS 120J BT2 97.5 WS f0f.5 B56 875 97S Be.3 642 732 975 7afi 529 65.0 976 712 5f7 68.5 976 65A BOi 48.8 916 67A 7B9 i1.B eTS 52� 776 366 976 49.3 dfii2
Q X xZ h10o C
108 in 82.2 /11 H.0 696 695 771 70.7 G. 58.7 711 61.3 674 51A 771 64.3 664 45.7 771 49.0 655 41.1 771 41.9 617 J43 iit 38.9 6]2 29A 771 36.0 621 25.7 771 32A n o1111n 76.7 770 17.3 fi61 8].1 730 65.0 850 64.1 730 66.3 810 47.7 i30 49.9 671 42.1 73D 45.0 622 37.9 T30 11.1 614 J1,5 730 3S6 600 27.0 730 31A SB9 D.7 /]0 29.6 INIn 59.9 624 61.0 569 49.9 624 512 560 42.8 624 44.J 652 37.6 6& 392 641 313 621 35.3 fi31 30.0 67A 32.2 671 25.0 624 27.7 619 21A 621 74.6 509 18.7 67A 22d X U) N
In
1441. 34.7 433 35.1 40D 28.9 433 29A 395 2dA 433 26A 390 21.i 477 22.6 J85 19.3 437 200 381 17.3 433 1B.2 316 Q Q O O
18�.U)
Anchor Capacity Table(Iba) ANCHOR CAPACITY ADJUSTMENT FORMULA: 2 82
Samtrala 2.7KCDmrele MR Cone. HODOW(MU FIDcdCMU PT Wood mom (Dp,))((ANCHORCAP.,o,,,ee>=ANCHORCAP.,,,
d16'Eleo 114•SS Elm 5I16'Ek0 11C SS Elm 010 mad X12$ImI 012 Stedl \MULLION CAP.,,o,,,ee
AnehorCBpPatlarna '� &16'Elcourtracm trrracoult4cm UM2cm 3�16•EM0Lmrxm vrPxoUerxm ADR�Vx Uemcm AWieCAR Stne (W)Screx(OS) Scrm(35) USE THIS FORMULATO OBT41N THE-ANCHOR
gslame Qnj 1• 2-112' r 2-112- 34M 1• 2-11r 1' 2412- r sue• r DAV 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embeoned lV4' 144- Ial4• lair r 1-114• 1-1/a 1-114• 1-ur 1-114' mX r 1." 1a15' M$m ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anclna 0 4.7W Min O.C.r StaWard a Coale s1 39DMs 390 m1 4m IDS NO Ma 16"MS 72TC4Ds 203 As 354 ms 740IDS 374Ibs 664 Re 046 RA 1 341 IDS AIG 660 Me OPENING,WHEN IT IS LOWER THAN THE MULLON
4 AmboM 0 1.15•Min O.C.1Slenaard a Olen C (Rq 4 400 Ms 700 Re NIA WA NIA N/A 300 0s NIA WA NIA WA WA GB2m1 8851m 112D ins CAPACITY(FROM THE TABLE)OF THE SELECTED
4Amhme C S'Mtn.O.OI M N6 ftle CW/ g.3 7Wlbs T80 Me 68005 15M me loss 103 MOMS 6W Me WA 7601bs 748 os Beg be IOEIce 6B2Ibs US lDe 1120 Me MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Arerlofs 0.54•MDL O.C,I UCO Int0.1D0•Atum d NIA WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 12670a CAPACITY WHICH MAY BE USED TO QUALIFY
1 Ambr/ 0 105 Ms 1g51ts 225 tDs 445M7 8Z2Im 135ms 1400s mm3 970Im Inns 3321te 47320 170MS 2211bs 2BD Ms ADDITIONAL ANCHOR OPTIONS FROM THE
2WOM 1.1a MIL O.CJFC 0 240 M3 310M0 NIA WA NIA NIA 1BO Oa WA WA NIA WA WA ml Ms 4421[e 660 eB ANCHOR CAPACITY TAB LE PRODUCT REVISED
m complying with&Rod&
FIGURE 1: IGURE 2: ti
Rai Iding CodaAcceptance IV1KO.021$.OS�TABLE NOTES' Oxpi7a m DAIt Q-e)
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mli Dade hodueLON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, y l 1 1 1 1 1 1 I2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE.FIGUANGLE3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEECUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ;l,; rBE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, plo,�0705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDFIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALLBE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE :i606&TSANOt3EAM(NIMUM OF.100'THICK.STEEL STUDS TOBEAMINIMUMGRADE33AND4' %,045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL '��`•S "" t.\.��
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ���11'���'
#10&M12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.84'X.624' A.LYNNI MILL. R,P.E.
MULLION FL P.E.#68705
TABLE12A �
Mulllon Capacity Table Ib9W ® �
Opening Width(for ferdpy-spanfingmUllons)or Opening HDIBM(for rodzomaIV-spemlrgmWlons) - G! 5�
601n 601n TO In 84In 00 In I 100h 120In 1401n 160In
Reden9ubr 7fe1VTd•p Raclengrdar I Tro"am. RaclangWar Tr*Mmg. Rmten9r4m TmpRdang. Reclmipdar h•plTdmrg. Rada,W r T1D{VTd•ng Roclmlp0m TrngVTHog. ReUangdar Trepridang Roctmlgttlar ltep/Tdang,
2X4x.25 Loading Le"m Lmdng Loadng L0adn9 Loading ImilnO Loading InaDg uary Lording Lmdng Loan9 Loading Loading Iaadn9 Loading Loading u
Alum.Tube r y. +�$ $$ �Y
Mullion lid al 9 L5
a a bb a s a a a as N
g z t
42 D1 170.0 020 170.0 435 170.0 744 170.0 478 170.0 888 170.0 600 170.0 892 170.0 519 170.0 1116 170,0 621 170.0 1240 170.0 521 170.0 1458 170.0 521 170.0 t735 170.0 621 1170.011983 170.0 421 O
401n 170.0 708 170.0 524 170.0 850 170.0 504 170.0 DD2 170.0 630 170.0 1133 170.0 fiat 170.0 1276 170.9 on 170.0 1417 170.0 880 170,0 f700 170.0 BBO f70.0 1903 170.0 880 170.0 2287 170.0 BBD
60.6231n 170.0 747 170.0 563 170.0 898 110.0 631 170.0 1046 170.0 W4 170.0 1185 170.0 773 170.0 1345 170.0 747 170-0 1494 170.0 758 170.0 1793 1700 768 170.0 2092 170.0 766 170.0 2391 170.0 768 � d (y
MIn 170.0 797 170.0 812 110.0 958 170.0 611 110.0 t116 1".0 154 170.0 1216 170.0 9W 170.0 1434 170.0 837 170.0 1694 170.0 aW 170.0 1913 170.0 881 lmo 2231 170.0 861 170.0 2650 170.0 061 W O 0
601n 170.0 885 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 870 170.0 1417 170,0 9/4 170.0 t594 170.0 ON i70.0 1711 t70.0 1031 f70.0 212b 170.0 1003 170,0 2479 110.0 1063 160.0 2S80 170.0 1087CO N
031n 170.0 930 170.0 745 170.0 ilia 17D.0 850 170.0 1302 170,0 B40 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1059 170.0 1122 170.0 2231 W0.0 1169 166.7 2553 170.0 1171 145.9 2553 170.0 1171 J
� 681n 170.0 074 170.0 7B0 170.0 1168 170.0 903 170.0 1301 170.0 1002 170.0 tSSD 170.0 1088 170.0 1753 170.0 1165 170.0 1918 170.0 1210 170.0 2338 170,0 1275 161,D 2437 170.0 12Ba 1328 2437 170.0 1256 � q,
Z rn m
721n 170.0 1085 170.0 078 170.0 1276 170.0 1003 170.0 14B8 170.0 1126 170.0 1700 170.0 1278 170.0 19f3 170A 1316 170.0 2128 1T0.0 1387 U5.8 2181 170.0 1488 124A 2184 170.0 1528 10B.2 2151 170.0 1630 CJ �{
TB In t70.0 1122 170.0 837 170,0 1J18 t70.0 1000 170.0 1570 170.0 1209 170.0 1794 170.0 I= 163.1 19W 170.0 1421 149.8. 1960 170.0 1505 123.8 JIM 101.6 150 106.1 1960 154.0 1535 929 19M 152.7 1531 � d Z
761n 170.0 1161 170.0 967 170.0 1381 170,0 1116 170.0 loll 170.0 1250 170.0 1812 170.0 1389 1527 tool 170.0 14T4 137,4 1581 1031 1600 114.5 tool 1/T.3 7473 9a2 tool '1J9,8 1439 BSB tool t37.6 1454 Q N .- }
90 in 170.0 1328 170.0 1144 149.1 13" 158.0 1219 127.8 1398 138.0 1198 111.8 138a 121.3 1179 90.4 1388 110.2 1te2 89,5 1398 IOLO 1147 74,6 1388 89.6 1122 03.0 1390 627 7105 56.9 1398 78.9 1090 J Q O
90In 147.4 1229 161.5 f098 122.9 1220 127.8 1079 106.3 1229 111.2 1061 92 122B 06.9 1044 OLD 1222 69.6 1029 73,7 1229 52A 1018 61.4 1229 72.2 993 52.7 1229 86.8 977 4B.1 1221 6" 887 Q � Z 00 O
1081n 103.E 071 105.0 577 06.3 071 89.0 802 74.0 071 77,2 64D 84.7 D71 �6121
.4 437WH
Bt.8 426 61.8 97t 60.6 016 43.1 971 49.0 790 37.0 971 44.0 752 J2.4 B71 40.6 771 5 j N O S
1111n 95,4 019 97.3 832 78.5 D10 OLD Big as.1 019 70.8 BOB 69 I9 794 56.7 784 47.7 919 51.0 774 39.7 919 44.8 750 34.1 910 10.2 742 29.8 91D 37.1 TJ2 W
X
INN 7a6 768 7a8 716 82D 758 81.6 706 63.9 7W 65.8 895 47.2 7B8 4 S88 4{./ B77 JT.7 788 40.6 540 3f.6 766 J4.9 85J 27,0 758 31.0 841 23A 7. 26A .1 N N1441n 43.7 548 44.2 60{ J8.4 8{6 37.0 4B8 JI.2 648 31.9 491 27.3 046 .2 405 26.J 479 21.8 648 22.9 471 18.2 file iB.6 IB4 16.6 648 17.2 455 13.7 640 15.5 448 („) N O (7
Q N N
BL 2 ANCHOR CAPACITY ADJUSTMENT FORMULA: m O s0
An9horCs Table(lbs) ANCHOR CAP.,,,,,,,,. y� m�
"Imte 2.7N Concrete aax co". He00NQ4U FfLd CMU PT Wand Metal (DPa,)X( )=ANCHOR CAP_
S116•FJto 114•SS Etc 15116•Eko V4•SS FJco •10 S1ae 012Stat •12 steel MULLION CAP,n•.r,..
MehorCllpPattema Y16•BcoU111aCOfl vTEkoUuawn ugmeon &tcElcoudracm veEkoupmcan ANaGaa udaem AggraGrlar St7elops)Screa(G6) BaLav(65) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E aslarca n 1' 1 2-112' 1• 2412' 3-Ur 1' 2-10 1• 2-11z 21 3-t18• 21 0.4e• 0.6e' o.32C CAPACITY REQUIRED'CORRESPONDING TO AN
EmDeOnenl n 1J74• terra• 1-510 me z• 1.114' t-v4' 1.114• 1.1I4' 1-114• t•tr4• 2' 1495• 1-yr rades ACTUAL PRESSURE REQUIREMENT FOR THE
2 4.75'Mir,O.C.I stavm aoRel a 18 3901Ds S9 ors 4500s 690 b3 1614 Ib5 2701bs 250 bs 3m bs 74o1Ds 374 ws W4 we 046 Me 341 ws WSW 59 Fes OPENING,WHEN IT I$LOWERTHAN THE MULLION
4 Archon 2.68•MIn O.0./Stw&rd(arOttsellup rna.31 740 Ms 74a Is 61D bs 14851m 142483 MIA omfaa WA OD51DS WA BBo we WA 682bs so 9a t12b0s CAPACITY(FROM THE TABLE)OF THE SELECTED
s Art los 1.71'MOLO.C.lSlardsNmabet 88510s 050 758bs SB461ffi MIA WA 706Da MIA 7D81ffi NIA MIA WA frQ2llss 13z16s tteobs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Arcron 3'Mw.O-C.10 20Angle CO r 700 rm 7 6801A 15W 106 18013 MS Obs Wits MIA 7601bs 740 kW880Iffi 11192 We 6112bs 885bs 1120 w3 CAPACITY WHICH MAY BE USED TO QUALIFY
6Arcrob TMtn.C.Gr &5 AngleC / 11701ffi 11708a 102010s 234D bs 2844103 8 s eats MIA 1140 Its 112211as 13M Ibs 20MM& 102211S 1327 IDS 16801Ge AO DITIONAL ANCHOR OPTIONS FROM THE
9Arcron 1.94•MIn.O.C.I UC Int0.129•Ahm NIA t0A NIA WA WA H!A VIA WA wA NIA WA WA NIA WA 073 ANCHOR CAPACITY TABLE
BArcron 0.84'Mh.C.GIU-C NIu.12BAUm. NIA WA NIA WA WA N!A WA NIA WA NIA WA WA NIA WA 21 9s PRODUCT REVISED
2Arxlbn 2ri8•MInO.CJFCY 370ms $70103 3t6bs 743IM 712105 NIA 2WES I NIA 1 340118 1 NIA 4401ffi I WA 1 3411D7 I442bs 5609s mcomplyingtvilh"Ftaidt.
3ArcDon 1.71•MIn.O.C.1 F-a .10 443 bf 5mR. 37B bs 973 IIA WA NIA 353I09 NIA 309Its NIA WA WA fill Da 66f Bs S40 R7 Acfce1S lW�p-ova• ',
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 9
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEEP 24. Pxpimtt n Dase ?A4l
FIGURE I: FIGURE2: FIGURES: FIGURE4: Cl
By l
• • • • • • • TABLE NOTES: M' I)5de rrodud
• • 1t11111 ilf IIl /
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR � oYY( 4jjj
GENERAL INSTALLATION METHODS.
FIGURE 5: FIGURE 6:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
.
• • • • 2�, 4.000' t�: 14U.5S7Ub
3)MULLION AND
N CLIPS SHOWN ARE
T TO SCALE.FOR
CT DIMENSIONS.SEE SHEETS 21-23.HOLESTO BE
IN
• • • • � THE FIELD CATIONS FOLLOWING ODIMENSIONAL RESTRICTTIIONS SHOWN ON SH
EETS ETS 21-23.FIGURES HOW SUGGESTED,APPROXIMATE ODE --O,'. (�(II g
f,•(il,' STAI'F f
��•,
FIGURE 7: FIGURED: FIGURES: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT /•i�••,•R(ORtpp•,.•'•
• '• m • (FIGURES 6g6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ���s t�• """•f C��
1.4Me
• MUST BE USED ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125•THICK.STEEL STUDS T BE A MINIMUM GRADE 33 AND.046"THICK(18 2•X 4'X 25 MULLION �I71 rl�)) AM G t�
1N PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW q,LYtSNIMILLER,P.E.
• •• THREADS BEYOND THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18•B S.S.OR 410 S.S. FL P.E.#58705
I
TABLE13A
Mutlton Capacity Table Ibaffe a
Opening Villdlh(tor M3rlica"penning mUllons)or Opening Haight(for hor)mrta*span irO md1lorm)
50 In BO In 70 In 80 In 90 N 100 N 120 N 110 N 480 N
Rectangular LepfTdetrg. Reclelpdar TpRdang. Raelonguler TrePRi v. ReeNtgder TrapMang. Rectangular TmpRdmta. Ralengdor TrapRdong. Raclonoder TeplTdmg. R gdar TplTdorig. Rate�ular TpRd•ng.
O
ecmn �Za O
2x6x.25 Leaft Loading Loafing Loading Wading lnadng Loading Lowing teedkp Loading Loadng Loedfng Wading Wading Lowing Loaft LoGft Wading
Alum.Tube Tli am2• 2• a.MMullion . � lb 03a � �
Is$ 5 a
42In 170.01 B20 1170.0 435 1170.01 744 170.0 478 170.0 660 170.0 600 170.0 002 170.0 519 170.0 file 170.0 521 170.0 1240 170.0 521 170.0 N88 170.0 521 170.0 1735 170.0 62t 170.0 i083 170.0 621 0
45In 170.0 7D5 170,0 524 170.0 050 110.0 5e{ 1'10.0 9B2 170.0 030 170.0 1133 170.0 081 170.0 1275 t7o.o e77 170.0 t417 t70.o e50 170.0 1700 770.0 680 170.0 1083 170.0 680 170,0 92e7 170.0 080 J W
50.0251. 170.0 747 170.0 663 170.0 0Be 170.0 831 17k0 1048 170.0 684 170.0 110S 170.0 723 170.0 045 170.0 747 170.D 1494 170.0 756 170.0 1793 170.0 758 170.0 2092 170.0 766 170.0 2391 170.0 756 A
541n 170.0 707 170.0 612 170.0 ON 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 603 170.0 .1434 170.0 837 170.0 1594 17SO eye 170.0 1913 170.0 861 170.0 2231 170.0 got 170.0 2550 170.0 BB1 LU Q
60 in 170.0 865 Val) 701 170.0 1003 170.0 707 170.0 1240 CEO 076 170.0 N17 170.0 944 170.0 1"4 170.0 B09 170.0 1771 170.0 1033 170.0 2125 170.0 1063 17ma 2470 170.0 1063 17D.0 2d33 170.0 1063 :3 m _N-1
131, 170.0 830 170.0 745 170.0 1110 170.0 060 170.0 1302 170.0 940 170.0 1466 170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 VIA 2603 170.0 1171 170.0 2075 170.0 1171
88 rn 170.0 074 170.0 709 170.0 1109 Vat) 003 170.0 13M 11&0 1002 170.0 158e 170.0 100 170.0 1763 170.0 1155 170.0 1846 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1260 z
c 72In 170.0 1053 170.0 070 170.0 1276 170.0 1008 170.0 1485 170.0 1120 170.0 Wee 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2S5D 170.0 1458 170.0 2075 170.0 I= 170.0 S400 170.0 1530 W a W
_all 170,0 1122 170.0 037 170.0 13/0 170.0 1060 170.0 1570 170.0 1209 170.0 tiB4 1T0.0 1322 170.0 2018 770.0 142t 170.0 2743 170.0 15D5 170.0 2882 170.0 1829 170,0 3,40 170.0 1884 170.0 3560 170.0 1705 j O. Z
52
a N
TB in 170.0 it61 170.0 9B7 170.0 1381 170,0 1118 170.0 1011 170,0 1260 170.0 1d/2 170.0 1389 170.0 2D72 170.o N74 170.0 2302 1JO.D 1584 170.0 2TB3 170,0 1700 170.0 3727 17D.0 1777 f70.0 SOBS IT0,0 17a0 H J r- !..
et
1p In 770.D 1328 170.0 1144 170.0 t684 170.0 1328 170.0 1859 170.0 N98 f70.0 2125 170.0 1853 170.0 2381 170.0 1783 170.0 2850 170.0 1818 170.0 3188 170.0 2125 159.0 3413 170.0 2273 136.E 3415 170.0 2361 Z j Q N
go[a 176.0 1417 170.0 1232 1T0.0 1700 170.0 143{ 170.0 1053 17D.0 1622 170.0 2287 170.0 1781 170.0 2550 170.0 1852 170.0 2833 i70.0 2095 180.0 3189 1TOA 2338 157.7 3198 f08.8 2470 120,0 3109 768.1 7428 z o O
f081n 170.0 1604 V0.0 1409 170.0 1913 170.0 1847 170.0 2231 170.0 1870 170.0 2550 170.0 2078 104.9 2781 170.0 2271 148.3 2781 181.9 2333 1238 2701 140,1 2281 105.8 27e1 128.9 Z234 02.7 2761 116.0 21Bo N CV c
III In 170.0 183E 170.0 104 170.0 INS 170.0 1700 170,0 2293 170,0 1932 170.0 2621 170.0 2N9 151.8 2032 182.3 2245 13eA 2912 140.4 2210 t13.0 2072 126.4 2160 B7A 2s12 1i5.i Z126 a5.4 2832 f00.3 20BB � X
(Oco
120In 170.0 071 170.0 1588 170.0 2125 1TO.D 5B59 101A 7252 159.8 1i101 135.1 2252 141.1 i8B1 120.1 2252 1273 1935 108.1 2752 118.1 1816 80.1 2262 B9.B IB72 772 2252 BB.B /830 e7.0 2252 01A 1800 F= )(
144In 125.1 1564 128.8 1445 104.3 1504 100.7 1425 60.1 1584 94.6 1407 7&2 1664 60.7 iSBO eB.S 1581 72.3 1373 020 1564 657 1358 521 1564 58.0 7350 N.7 1584 49.2 1505 SB.1 1584 NA 1283 Q-.N Z
a=
ANCHOR CAPACITY ADJUSTMENT FORMULA: g o-0
Anchor CoDacltv Tablefibs)
sw.lmle: 2.7k CMMe 3.5k Cotes. Holew CMU Flied CMU PT Wood Metal (DP)X(VAN CAP.,„,,,,,\ ANCHOR CAP.,., '
diB'Eko 1/4'6S Eko 6118'Elco 1/4'88 El.. 010 steel b128teel •12&led MULLION CAP-„dr..a
Anchor Clip PaRem• A14t10r Type: 9119'Ekg Ulkncon fa•Eko Ulboean Ntmact YI6`Eko Utlreeon 114•FJeo Ulvaeon An. .ter Ultmem AgWGBfor screw(G5)8aew(GS) Setew(G51 USE THIS FORMULA TO OBTAIN THE ANCHOR
-EdgeDlelarceN: 1' 2-10 1• 2W 3.118` 1' 2-lir 1' 2-112' 2` 3-IM r 0.46` 0.54^ 0.324' CAPAC ITY REQU IRED'GO RRESPONDING TO AN
Embednert ft IVV iV4• taro' far4' 2' Wir 1414' 1414• 14W 1.114` 1.114' r 1ar8• 1315• ,arks ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anelcm 4.75`Mi..O.C./Standard or Onset %2. 390 be 390ba 450W =ths 10441b3 270lbe 290 lb! 354 Me 740 an 3741he 6B41W 9101W 341 Ih 4421D9 580Iba OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arcicm 4.88'MIn.O.C.1BlbrgredW001e1G 3 760IW 7801be 000 bb 1780Ibe 32321bs 5402e 5801W 7061W 14801W 748lbs 7272R. 18921W 682IW 8851be 1120 M3 CAPACITY(FROM THE TABLE)OF THE SELECTED
e Atchae 1.71'MN.0.01SIOMad or061e1 C8 F .4 11801W 14001W 1010 be 2595lbs WA WA 940 Me WA 1o651Ds WA WA WA 13831. 17701W 2240 roe MULLION.IT WILL YIELD A MNIMUM ANCHOR
4 Anchors 3•Min.O.C./ 2b6 Chi r .6 790 IM 760 be 630IW 7seolM 18901W 540IW 5601W WA 700IDa 7481as 680!be 1802IW 662IW 8B51W 1120IW CAPACITY WHICH MAY BE USEDTO QUALIFY
B Atctet• 3'MIn.O.C.I 21 t>t 1 q.6 156DL 1560 be 13601W 3120lbs 37921W 10801os li20IW WA 1520 rob 1496 lac 1760 P. 37041W 13831W m0 foe 2240 roe ADDITIONAL ANCHOR OPTIONS FROM THE
2 Arohoro 5.6'Min OA1 2i5A to I .11 10801W 21001W 1440 be 37801W WA WA Mil WA 150016s WA WA WA 2045 bs 2654 be 33801W ANCHOR CAPACITY TABLE. PRODUCI'fUiVISBD
mhda A 1.34•Min.O.C.I U4Ulp,Into. Aknn.09.BY, WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 bb ni complying with Ow Fkdb
6 Arch- 0.641Min.O.C./U42' Nt0.125'Alum.F .81: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 28811D9 I�2.000"---I Buildh,g Code
2 Anchae 4.08'MN.0.C/F F .10 390 b! 5901b! 4501W 6901W 101E IW 27o We 280 Rd 35411. 740 be 374Ike SMINS Boa tW 3411be 442 ins 6Mlbb Accepharlce No��- 3$•�'�1
4 nc n 1.71,In.0.CI -CJI .11 690 gn 700IW 5051D! 129816a WA I WA 1 4101N I WA 531 hbe I WA I WA WA 802 ba 685lb, 1120 be .250' iml Dote � jrl
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: BY
Miam a tioducl
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
• s • • • • • •. • •
LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ..
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •�'`<\^,••'�(GF<NSt: ••,'P
• • •• • 8.000' R'• 'rt
• • • • • •• •• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS - NU.51370.5
21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON )
FIGURE 5: FIGURE 6: FIGURE 7: ANGLE SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i b Ill__
DEEIDUEPAIRS.
CLIP p(4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED AT'c(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED %�YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF.125" '��� ••-•'MUSTSE ,THICK.STEELSTUDSTO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TOSUSED IN Ir BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X 6"X.25' A.LYtSIVtfiAILL�R P.E.
THREADS BEYOND THE MATERIAL.#10 B#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P,E.#58705
TABLE 14AR1+
Mullion Capacity Table Ibafftl
Opening Width(forlertIcall spenring mllllons)or Opening Height(for hodzonts*sparcing mullions)
SON win 70M 801n 90 in too In f201n 140 in 1601n D
R%WnguIx TraplTdarg. Reclwguar TmplTdang. Rect-wat 'wrrdare. RBcletgNw Tmpprdwg. Reclarqulor T-VTdang. RaciwgNw Tmplydarg. R%tangufa( T.FfTdwg. RetlarguWr TrepRdarg. f4ed"r,"1 Tnp'tdarg u 11
1.26"x2AV Loadie Inadrg Loadn0 Loading I.." trading Loading Lw'rg Loadlrg Wading Loadig leading tooft Loafing Loadig LaaArg Wading Loa®ng syr 3�
x.126"Alum ITI . �Tube Mull j
�• 0 d � � ly �' �• � 8 � 0 0� �• t! � g cal
� � s zm
41 In 144.2 We 16b0 428 120.2 BM 14&0 419 103.0 We 1359 414 90.1 526 134.8 411 80.1 SMW 1341 41l 721 SM 134.1 411 90.1 528 134.1 411 61.6 628 134.1 411 4S1 520 134,1 411
481n We 403 10&0 3M 00.5 403 94.7 325N- J
3 88.4 320 60.4 403 8L4 317 63.7 403 79A 315 4a.3 403 78.6 314 40.3 A00 7d6 314 34.6 403 78.8 314 30.2 403 7&8 314
60.0261n 823 382 21.0 301 See 302 79.3 294 71.9 289 51.6 382 B7.Z gas 457 ate 84,6 284 412 3(R 838 283 36.3 362 63.5 283 29.6 382 03.6 283 267 361 615 2B3 rL o N
641n 87.8 318 74.1 287 58.6 318 642 2519 57.7 268 424 318 rA5 253 37.7 318 50.8 250 33.9 318 49.6 249 2a3 318 49.1 246 242 316 49.1 248 21.2 318 49.1 245 m O O
cQ
BD In 49.5 268 53.1 219 41.2 256 45.7 2148 40.7 210 Me 258 $7.2 207 27.6 268 34.9 2o4 24.7 260 33.4 203 20.0 25B 32.2 201 17.7 266 322 201 15.5 258 322 201 V cp N.I
63 in 42.7 234 4S8 200 35.6 234 39.1 1054 34.7 1B2 28.7 234 31.8 189 Z3,7 234 28.4 1B0 27.4 234 26.0 18d 17.9 239 26.8 183 1S3 234 26.6 183 13A 234 29.5 1B3
68In 37.2 213 39.4 183 31.0 213 337 1703 20.8 170 23.2 213 27.0 173 20.8 213 25.1 170 1d9 213 237 169 1S5 213 Td2 187 13.3 213 22.0 1®J 11.6 213 22.0 16872In 2a8 179 30.1 165 23.9 179 258 1529 226 149 17.9 179 20.3 147 ISO ITS 10.7 145 }76In 24.3 181 2S4 140 20.3 161 21.8 1371 1&0 135 1S2 161 17.0 133 G 6ZT61n 22.5 152 23A 133 %6 152 19,9 1312 17.5 128 Q N
ANCHOR CAPACITY ADJUSTMENT FORMULA: Z 24 zz
`o
AnchorCe kl Table be / F-
suzu.ta 2.7kCmnefe 9.9cCorc. Iw3oaCMU FnedCMU PT God Met'd (DP)X\ANCHORCAP.,�•,,,,\_�CHORCAP.,,, 4n r•, �B
`MULLION CAP.,Q,,,",
5116•FJeO 114'SS Eko 6116•Eko 1/4•88 Eko pI051� #12 Sfeet p12918cl N
Arena TypC &t6•Eko Ulracm 1rd•Elco Ulram 3r16•Eko UNaeon tr4'Eko VIU4cm
MchorC11pP9tbme untam ApQeCalot Inlraon AmR4alor screw(c;b)acras(c45) 6ueN(c45) USE THIS FORMULA TOOBTAWTHE"ANCHOR x y g
E%8Ulsfarte r 2.1rr r 240 3418• f• 2.11r 1• 2-10 r ave• 7 0.40' 0.54• O 4' CAPACITY REQUIRED'CORRESPONDING TO AN � Lp 4A rq
Embemnmt 14rd• 14W 14r4• 1-31C 2• t41,V 1-1141 1-114• 1•v4• 1-1, 2t-va• 21 f•3.8• 14'8' WOES ACTUAL PRESSURE REQUIREMENT FOR THE U Q O O
4Ancien TMm.O.ar 2s6A r 1 Ito Teems 5801teT IBMba 1996Ies 54 FM I %olbs IVA 760fb1 74eWs 160105 18g2I0s w2rm B95Cs 149ofm OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z
CAPACITY(FROM THE TABLE)OF THE SELECTED m0 N
MULLION.IT WILL YIELD A MINIMUM ANCHOR µ gglY
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. 1,286"
1313
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. f"• PRODUCT R widl"
T us complying lvnh die rl0rift
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. I Build'etgCodo 1&�2ta•03
FIGURE I: Atoeptanco No
Expindion 1&
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116• BY
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Dade
ANGLE CLIP MUST BE USED IN PAIRS. 125' t t 1 I I I I I r
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ��\ I vWi N d,,
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �� 13\\.••••'•.• •�<<F ��
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T6 AND BEA MINIMUM OF.125' �1��,,.•'�1GE1•ISF '•,'P
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11'X.125'MULLION = Q' •-!`!'
LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULUON) _ ]: No.58105
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
�1�'• gl"HI L•O) r�
• ''��S�O1�lA�-111��
A,LYtJN'MILL��7,P.E.
FL P.E.#58705
TABLE 15A o �z
Mulllon Capacity Tabl•Ib6At1)
Oponing Width(forvedlca(ly-Sparring mUlions)orOponlnp Hofght(forhorizorYailtspanni g mullions)
50in wbb 7oIn so in 901n 100 k1 120In 1401n 160[A O
Re4WW" Trwramig,
Raetargdar T�ARTdana, ReclsngWar Ttq111arp. Reduadar Trapmefg. R.I.130x Tmpmang. Redengdnr T pfTdsn9. Reclenader Trapmm0. Pwmgdar TmpfTdan9. Reclenwlar TMMmg.
326"30 L"&g Laadng L. dna LoadOa LcAft LoadnO w"m Lowing loedrg Loadng Lwdng Loodn0 Loaft Lowing Loaft Loedg Lnedrg L"Sd,9 sY L1
DEG.AL T
6AYMULL 1 11 1 1 r7 � cT� a� 6 a ��• UB ,[f1
s s a 5 �E $ s� $ $ e� $ ti sl 11 1 if I I
f. s ti a$ 1 i I Nol
j)
42In 170.0 020 170.0 435 1170.01 744 1 170A 478 170.0 W5 170.0 We 170.0 992 1T0.0 1 519 110.0 file 170.0 521 170.0 1240 f70.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 140.1 1740 170.0 521 J W
46In 170-0 705 170.0 621 170.0 650 JM �
5M f70.0 802 170.0 030 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 1522 1522 170.0 00 13D.5 1622 170.0 680 114.2 1522 170.0 680 _
50AXIn 170.0 747 170.0 563 170.0 Me 831 170.0 1MB 170.0 684 170.0 1195 170.0 723 1T0.0 f345 110.0 747 164.2 1443 170.0 758 1389 1443 170.0 766 117.3 1N3 470.0 756 102.6 1443 170.0 756
MN 170.0 7B7 170.0 812 17D.0 956 0 891 17QD 1116 170.0 TM 170.0 1276 170.0 003 1e0.4 735] 170.0 937 144.3 1353 170,0 858 120.3 IJSJ 170.0 061 1IX3,1 1363 170.0 801 00.2 I= 170.0 851 013
to
601n 170.0 6M 170.0 701 170.0 1063 707 197.0 1210 170.0 070 148.1 1210 170.0 944 1299 12fe f69.e om 116.9 1210 1511 924 07.4 1210 146.1 917 03.6 1216 140A 013 73.1 MIR 146.1 eU J
63M 170.0 930 170.0 745 170.0 1116 850 160.2 1150 1M.0 033 IMA 1150 163.0 014 INN 1150 141.9 698 f03.1 1110 114-1 B86 17.8 1161 129.7 971 75.1 t160 1252 810 65.7 11a0 126.2 870 � EL
W �
601n 170.0 074 170A 789 162,4 NO9 M1 130.0 1045 148A W4 r74
104e 133A 650 IOTA 1Ma 120.4 830 91.4 1MB 110.6 630 76.2 1046 109.4 821 65.3 1040 108.2 81a 57.1 1MB 108.2 816 In d
_J.SEe g
721n 14ea a60 147.9 704 117A 800 0 748 100.8 880 110.5 734 880 100.0 722 78.2 ae0 02.0 712 70.4 680 862 703 50.7 SW 792 693 50.3 NO 79.5 688 44.0 OW 76.4 688 J 16 Z
p 76N 118.7 790 125.1 690 BB.6 7B0 B76 85.5 780 83.3 653 790 638 352 66.3 790 76.9 M3 59,9 790 71.7 835 48.8 71i0 85.1 824 42.8 790 62.1 M9 07.1 790 81A M7 Q 5
781n 110.6 750 116.5 857 82.3 71i0 BN 78.1 760 85.8 632 75o 77.1 621 01.5 760 70A 812 55.4 750 65.7 605 4112 750 69.4 594 39.6 760 58.2 588 34.0 750 65.6 588 ~ Q Q N
90In 72.1 583 74.4 5W 60.1 W3 491 51.5 %3 54.8 403 5W 46.9 475 40.1 W3 MA 468 361 50 40.E 462 30.0 663 38.2 452 Me 553 333 445 225 No 31.0 442 WZOD
Be In 69.4 496 81.1 M3 49�6 4B5 433 {24 495 N.6 427 4B5 389 421 33.0 495 38.1 415 29.7 195 37.2 408 24.0 495 29.1 400 21.2 495 28.6 3M f6B 495 25.0 390 C0
101In 47.7 30f 42A 353 Cn
M.S 391 316 2D.8 JBf 3/.f 3{2 28.139127.833723.2 391 7A.0 333 20.9 J91 22,0 31a 17A J91 10.7 321 14.0 391 f7.0 318
III In 38.4 370 392 335 J2.0 370 33D 27.5 3T0 23.3 J26 24.0 370 253 320 214 370 22.8 316 f82 370 20.O 312 16.0 370 40.1 304 U1 N132
201n 30.4 J17 30,9 288 26.J 317 2M 21.7 M7 22b 280 18.0 M7 IDA 276 199 317 17.9 273 U M Q Q O
1"1. 17.6 220 17.6 203
ANCHOR CAPACITY ADJUSTMENT FORMULA: ssffiffi ru m�
8C0 N �K�
An horCepacltv Table he ANCHOR CAP.,,,,,,,
6utatmte: 2.7kConcrele 3.5kCone, NonowCMU FdedCMU PT Wood Me161 (D�)X( )oANCHORCAP.q,
5116•Eko 1/4'Se Etco 51tr EICO 1/4.88 Eko a109teel 012 BL-d 912 tiled MULLION CAP
.
,•,•,_
Anchor Cllp Patterns AncnorType: Yf6•Eko U10acon 1/4•Eko u9raem uofmm 3116•Eko UlbeCw 1N•Eko Utlmem A9yro0ator Lamm ApgmGator 8crmv(65)eomw(G51 screw(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edp dstsme on7 1' 24n• 1• 2-12' mur r 2.1rr r z-1n• r 3-118, r 0.46• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Emeedmml DnT. Ia74• 1-3r4• 144• 1 1.314• r Pic I 1-1H• 1.1m 1-im f-vd• 1.11C : fare' tare• m ws ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anctnm 5•tfim O.C.f 2k5 An07e 1 17 390IbS 3901D3 /50Ibs BBO Bu 1700 @a NO @s 280IDa J54 tea 740Ibe 4Ib4 720lbs MB Ibs 341 W 4421m ms OPENING,WHEN IT IS LOWER THAN THE MULLION
4 A-hors @ 3.51 Min.G.C.1 R)2a5 Ave taps I ffg.2L 780Ibs 760Iw 790Ibs 107011w 2525 k5 510 roa 5801bs wA 1120 me 74B IbS aw lbe te921bs 8821m 6851b0 1120 w5 CAPACITY(FROM THE TABLE)OF THE SELECTED
BAwhga 2.71'Min O.C./ 2a5 k 1 .3 1120 Ibs 112016s 95e We ?11816s 22M @s Wq MO Ib9 WA 1059IbS wA 1320 ms WA 1022 ma 13271w 16901bs I MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE I: ANCHOR CAPACITY TABLE. PRODUCT
REVISED
h ilm 1011d9
TABLE NOTES: Building Cock
Acdepmnce No
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. pl�r0n 1»e 2DS1
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
By
Mi Dade 1'rodun
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •111 1 I I t I 1/
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .126'
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30. ���`��••�1GE1dSF ''•Fn ��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 3' ^' 1`G'�r8lOJ
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 BE A MINIMUM OF.125•
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30' TpTC
BAY ��
LEAST.I25'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION } .'OF
\•�,`
• • THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. ��^�.L• .,
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS.
A.L1�NN MICLf R,P.E.
FL P.E.#58705
SLE 16A e
Mullion Cap
4ohy Table f1baNelX
Opening W[dth(for vadicelVsperrififmlAlona)orO parting Height(for hod awia"parnhgmuMons) Itt�L' Sa
50tn BO In 70in BON go in 10DIn 1201n 1401n +OOfn
Reetmgatr TtapnTdrg. fLcltngdet TreMdalg. Rectangular heplTdetg. Rtatao9Uar I TrWillang Reclrlpir TrWrdr,tl. Reclargnler TmpM&m Rtobggllr Trwillwa. RectenpMr TmpRdrg. Ractangdr '0*mt" i8
3,26"45 Loa toad LottingLasting Lotda9 lasting Loading Lotting Looting Lotting Laing Loading lotting lotting haft Looting Loading Lancing gy+ YX U
9AYMULI �d zv^
DEG.AL
18Ri
a o
42In 170.0 1 020 1740 435 170.0 144 110.0 470 170.0 ON 170.0 506 170.0 092 170.0 510 170.0 Ilia 170.0 521 170.0 1240 170.01 521 170.0 1488 170.01 B21 170.0 1735 170,0 521 lM3 1871 170.0 521 J W
40 In 170.01 708 1170.0 57A t70.0 650 170.0 561 170.0 092 170.0 630 1M0 1133 170.0 gel 170.0 1275 170.0 677 170.0 1417 170.0 63D 163.7 1537 170.0 660 140.3 1O37 170.0 680 122.8 1837 1710 680 � T
50.625N 1700 747 170.0 563 t70.0 ON 170.0 67t 170A 1040 170.0 5a1 170.0 1195 170.0 723 170.0 1343 t70,0 74T 170.0 1494 170.0 756 147.1 1552 1MO 7S0 121.1 t692 170.0 76B 110A 1552 170.0 7Se W 0 0 0
541n 170.0 707 170.0 gt2 170.0 9W 170.0 691 t70.O 1116 170.0 754 170.0 12M 170.0 503 170.0 UM 17U 037 155.2 1455 1TMO gig 729E 1455 170.0 N1 110.0 1456 170.0 561 07.0 1455 t70,0 651 m O F-
40In t70,0 583 170.0 701 170A 1053 1M0 797 170.0 1240 I70.0 676 157.1 1300 170.0 044 139.7 1309 170.0 980 125.7 13H 163.E 994 104.E IND 157.1 02 89.0 t3g9 157.1 get 78.8 1309 ISTA 90 l- N
J
63h 170.0 030 170.0 743 170.0 1116 170.0 a50 fe29 1247 170,0 010 1@.6 1747 /61-6 983 12e.7 1247 152A 9e4 1/1.0 1747 144.3 952 95.0 1247 13a2 We CIA 1247 135.7 935 71.3 1247 135.T 935 W
661n 170.0 974 170.0 780 1".0 1169 170.0 9M 14a4 1190 f0&7 90 $20.9 1100 147.1 045 115A U90 43e.5 026 103.0 1190 12&4 914 80.6 1100 lite 690 74.2 1100 116.1 e93 04.0 1100 t1&t e93 Z OL
J
72N 1B1A +010 18&0 e77 131.7 1M0 iN.a a'A 116A f0f0 1272 842 101.0, lots 174,7 eta eta +010 tOSA e17 66B 1010 e&9 a07 e7.9 1010 00.0 795 67.7 1010 87.0 790 50.5 1010 07d 7e0
76N 137A 906 143.e 792 tU.s toe 12L0 776 08.1 Boa f07.1 Tel -C 80e 862 749 Tea 800 88.2 73e 6&7 90a e23 7z9 67.3 800 74.7 710 49.4 90e 71.2 710 42D 90e 70.e 70e ¢ V,
78N +27.1 set 7323 754 f05.9 a61 5125 738 90.0 801 9CA T2fi 79A e61 ea.6 713 T0.6 a61 61.0 T03 83.0 eet 76A ew 63A eel 86.1 Set 45A Oat 64.6 e76 30.7 661 83.7 672 Z Q Q O
90N e2.7 04e CSA b71 ee.B 016 72.1 b01 68.1 e4a 029 654 61.7 BIe 50.1 6/5 4CA 04C 60,9 637 11.4 640 47.0 63o MA 046 41S 51D 28.6 61e 30.2 0f1 25,0 64C 3eA SD7 Q m Z C
9611 66.2 686 70.1 608 50,0 bee 69.1 4B9 4e.T bee CIA 481 42.0 59 45.6 403 37.0 Me 41A 470 34.1 Call 3&t 470 28A Call 33.4 459 24.3 A0 30.5 452 2fa 59 25.7 447 � ��
10BN 47,9 449 46.0 409 3IL9 Mg 41.2 39 334.2 448 35.7 393 20.9 449 31.7 35T 2&6 449 28.6 382 23,9 449 2&1 377, 20.0 449 22.Y 30a 17.t NB 20.4 3af 180 11D 1OA 25e
111In 44.1 425 ft!.H ;I
. 425 37.0 379 31,6 425 32.8 373 27.0 425 20.1 Sal 24.5 425 2&2 382 271 425 2A.0 SSC 18.4 425 M7 3W 15A 425 18.6 343 y fA1201n 340 SM 20.1 364 29.0 329 7A.g 304 25.0 321 21.0 3a4 Me 317 7DA 384 20.5 313 17.5 384 I&7 3w U Q OO144In .-2 203 1&6 253 17.1 Z30 a m'0
ABLE16B 1kNCHORCAPACI ADJUSTMENT FORMULA:
,An chorC9 cl Table fibs) ANCHOR CAP.,,",,,,.•
Subelmta: 27kcwmle &auComw. owcmu FEW CMU P7 Memt (DP,)X( )=ANCHORCAP.m
dtG•Eko 1f4'88Eko CI1PEIco 1f4.88EMa Y1061ad 9128tacl 01281ed MULLIONCAP.,�,,,e,
Anchor Clip Patterns AncMr7ype: 3rI6•EkoUllncon v4•EleoUereeon UNtoon v16•Ekotntwao- w•EkaUtWam AppnaCetar Umtmeat AWrtGelw 9omr(B6)Balow(GS) Scmw(o5) USE HIS FORMULA TO OBTAIN THE'ANCHOR
E4p I tlancn In): 1. 2.1120 1' 24 3•1187 r 2-Irr I• 2•Irr r 3.10 r 0.46' 0.54• 0.3w CAPACITY REQUIRED"CORRESPONDING TO AN
Embedmanl M7 1.314, W4* tad' 1•34• 7 1-11V 1•v4• t-IA- +-v4• 1.114- 1414' z• mr I-we wnet ACTUAL PRESSURE REQUIREMENT FOR THE
2Awtom V&"O.C./ 2a5 / .1 390Me ms 450Ms OWlbs 1700•t 2701oa 20mt 3S4M 740mt 374lbs 720Ibs 91610a 341em 442tbs SaOms OPENING.WHEN IT15 LOWER THAN HEMUWON
4 Amnon 3.6-On.O.C.! 296 a f .2 78063 700 mn- 7001Ds 1670Its 2525 ors 610 me 660 ros WA 1120 ma 74e mbs sw ma 1892Ibn ON me 685 the I1201be CAPACITY(FROM THE TABLE)OF THE SELECTED
e Anchom 2.71• n.O.0 12 2 8 C4 r .3 11201ba 1126 the 250lot 22451ba 2254 At MA a40lbs w 1058Im WA 1320 W wA 10221bs I327 mt 1690 tbs MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRODUCT REVISED
FIGURE 1: m complying with 9m Ftn"
TABLE NOTES: Blnlding Ac Wpmnco M Code 16•o21$•O,'3
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Et irellon Dre-]Aa�2021
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, B
FIGURE 2:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mien ltOdueC
3)MULLION AND MULLION CLIPS
• • • • HOLES TO BE IN HE FIELD SHOWN FOLLOWING D ME S O O H NAL RESTRICT DIMENSIONS,
SHOWN ON SHEETS 21-233 A25', 45' `,��\,`Z,Ct`�1•�Yry S•n�/<<C;• '�,
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3250' •, t,)o,5870:+
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM PRESSURE-TREATED
C-90.WOOD SHALL BE PRESSURE-TREAT . -
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083•T5 AND BE MINIMUM OF.125' { j : 0
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE}STRUCTURAL STEEL TO BEAT 45'BAY '•C1.�, -( $ "` (11J
LEAST.125'THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION sTpJ' OF
THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S./� •..F 1.U1ilD?,; ��`�
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. 'A. Na
yM1(IER�.E.
FL P.E.#58705
i
1.062'
740' e �x.063' .385'
.082' I1•.'{ 125' �{I-•-,125"
.436• LL�ty
4.000' I .125"STANDARDCLIP I 12! S
4.000" 4.000' 2 626' 2.000' 6083-T8 ALUM I 2%5 ANGLE CLIP �i
2,125' 2.000'
V-CLIP
.12b' I X•SECTION I 8083-T8 ALUM L
6083•Tg ALUM. LO
N
.125' .125' N
.12W XSECTION X-SECTION .'125'
031'I 7-- in
z N
i .126'J O
.12 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J 1L
376' .155' 375" DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE
T
-{' -�• T ANCHOR D.C.DISTANCE MAXIMUM ANCHOR m to
I 1 I ROLE DIAMETER:ANCHOR DIAMETER+1116'.
X.125' 1"X4"X.375" 1'X4'X.375' S500* m to O
MULLION MULLION 'T'-MULLION 5.000" 37b" Q tmo U)
8063-TB ALUM. 8083-TO ALUM. 8083-TB ALUM. 3,125•--�{ CUTHERETO 375"
XSECTION XSECTION XSECTION 'MIN F-DETAATE ILLF SHHEET4SEE
p MIN.
Z
1,250' .375" Z W g
r--------1 I r-------� r--------- -----------'t .376' IP
CENTER OF ii
1.250" t25W I I I I ANCHOR HOLE j I MIN' O o cZ
I 1 I I I i MUST LIE WITHIN I 1 D'
I I I I THE DASHED
I 1 I I I F BOUNDARY.SEE I I Z O Q N o
2.675'E --- --- SHEETS6.20FOR F 1-_-_�_--I rt q Z.Z m
I I I I THEANCHORO.C, I I F q y,p�
3.94" I I i
I i F DISTANCE.MAXIMUM O3,250' 3. I I I I ANCHOR HOLE I I1 I I I DIAMETER. Y Y
Ix
J N
.100' 00' .100" L _----- L-------JANCHOR L-----L ----------------J U DIAMETER+1l16'. q O `Ow LIE CLIP (L.t00' 4" 824° rC STANDARD CLIP U-CLIP 8063TB ALUM g �d4d
'i .820'F-� -i .820' I' �I ,020" h Ll CENTER OF ANCHOR HOLE MUST LIE 60TOPVIEWM BOTOPVIEWM TOPViEW o�g�
WTHIN THE DASHED BOUNDARY.SEE
1.25"X 3.26"X.100' 1.25'X 325"X.824' 125'X 3.94'X.g24' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT.
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In for Mullion: Dlmenelon Value(In) For Mullion:
8005•TS ALUM. 6005•TS ALUM. 6005 1`5 ALUM DIAMETER:ANCHOR DIAMETER+1116".
X-SECTION X-SECTION X-SECTION F 1 %4 XE21
1.25 X 4'
G 1.000 ,126' 0 X.g24'
Ilfff--------------------..••--3.469' 6.500' --�i 1 2650 AluTube
Mumg Aluminum
2,667" i 126° 375, I 1 3.187 Tube .. 0 Tube Mullion
1.377'� '125" 1.87T I MIN. •375" F 0.187 1'375 X5 126'X3.84'
G QT57 .376• 5 X.82A'
�___ ___,� ------- H 2 30 Aluminum0 Aluminum -P.('F)Ilcl-REVISED
I I I I I 3.0DO Tube 6°T0 Tube Mullion :n complying wide the Florida
I I I I I
F 2250 1.2b'X3.26' 3 3D'Ba Mu0 Building I(o'CYL18.o3
.125" I I i I G 0.760 X,100' 6 45'Be Mull Acoeplsncet4o
125" 45° 2.250' i i I i i I 1.600 Aluminum B ienli nDate 20Z1
30' 1 3.260 The MulllonMl
g
3.250"46'BAY MULLION I 3.260' i i i i TABLE D t'roduat
30*BAY
POT Part
806 SEB AL NMN I BOXg-SECTIONM I `-"'-----J 1 ------' Mull Dimension Mullion Std.Clip OUeetC pM U•Cllp Anplo Clip \���"rONI`ENS'M!(C��/'��
(Meal/)
1'X 4-X.125'(10) 69384 866111M 601122M 666.241M 66851BM i
G OFFSET CLIP � ,�,. '•,7Y��
r I .125' 6083-TB ALUM. 1-X4-X.376-(11) 66610 6MI12M 6861123M GOR42M 666519M pIU-yp705
.228'�4•.-,981"+-{ .226' {�.961"-, TOPVIEW 1'X4-X.375''T(11) 6g653 666112M 6601123M OM42M W8519M _ '•!
NOTES: .740" 1.25'X3.26'X.100-(13) 20180 88g1127M 88g1124M 6682410M 6665115M �{r
lA W�
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
1.25-X3.25'X.6W(14) 20161 W01128M 6601125M Bg82411M GN5116M .O
1.25'X3.94'X,624'(15) 20162 NOI117M 6661128M 666241M 6MS17M ��p -
2}SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 DLyroa(18) 88849 WA WA WA OW5110M ���� •'••FLUR��P'
45 Dogma(20) 66650 WA WA WA 6665111M ••.
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LNN,��9I14R:�.E.
FL P.E. 68705
TABLE E ® �
Mull Dimension PGT Part# rgjl x"5(sheet#) Mullion Std.Ctlp U CIIp Angle Clip I �'-126• ^�[--.125-
2"X4"X.25"(16)j 66602 666261M 686271M 8865112M
0
2'X6'X.25'(17)1 60604 W6262M 608272M 8685113M I STANDARD CLIP I U-CLIP 2X5 ANGLE CLIP � 4
6003-TB ALUM. 6003-TB ALUM. 6063•T6 ALUM
2 0D(" �Y
N07ES: I X-SECTION 2.125' I X-SECTION 2.000' X-SECTION
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .126' .125" .12V D 5 CD
I I
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z wN N
2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I O
r
HOLE LOCATIONS.
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. N
5.500'
J S
CUT HERE TO 5-000• 375' Ud N o OO
2.000" 3.500` CREATE F-CLIP,
.375" Y � SEE DETAIL F, .375• Fe ,375' �- MIN. ZO co
MIN. 6HEET4 MIN.
<n J
Z 7
i------------I__ ____-___i _ __ T-__-._.________________, z lL� m
�L
I i i i d
a.000• ; 1 I I (3 r
.250' --- - 3.438" @ + 3.438" i-------i U Q rn o
2'X4'X.25' � I I I I Z ❑ N
MULLION - I I 3.4381 I 1 a Z z .--
6063-T6 ALUM. I I I 1 N <
X$ECTION I I I I 1 •375" N Z w
---' L- --------------JI MIN. W O `� Y
-- -- 3 to
L- STANDARDCUP 2X5 ANGLE CLIP CJ g O Q
U-CLIP,0063-T6 ALUM.zoo BOUNDARY.
CENTEROFANCHOR HOLE MUST LIE 8063•TB ALUM, CENTER OF ANCHOR HOLE MUST LIE 6063TBALUM. O (N
SED FOR Y X 4'MULLION.SHEET 18 0.
WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW
SHEETS 5.20 FOR THE ANCHOR O.C. TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. d
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE , •?
DIAMETER:ANCHOR DIAMETER+11161. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'.
SHEETS 6-20 FOR THE ANCHOR O.C.
5.500' DISTANCE.MAXIMUM ANCHOR HOLE
2.000' 3.600' CUT HERE TO DIAMETER:ANCHOR DIAMETER+U16'. 5.000•
�- -� .375' CREATE FILLIP,
SEE DETAIL F, .375'
MIN, r-SHEET4 MIN. .375'
MIN.
.376"
I I I I
I I I I I I
I I I I r-RODUCT REVISED
j I I m complying w11A the Flo"
I I Building Coda �6-OxtB.p$
I I I I Acmplm.NO
I I`I 1 4 I I pimliotl""I",
Date 20�)
I 1 I I I Dy.250' 6.000' ¢ -L-- _-1_ 4.668' +--------I Mi- 6.430°
I I I SAW I 5,438" i i �� i
YXB"X.2s I I 1 I i ���,.• ��c£r1sE •,6p
I I
MULLION
6063 TB ALUM. I I I I I C No.58705 ••�Y
X-SECTION I I
t 1 1 I .375"
-------� ••
`--------- ------ I -- -- L--------------- MIN. /,/(1 O• A--
STANDARD CUP U-CUP 2X5 ANGLE CLIP i
.250' 6063•T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. �"l IoNAI_
TOP VIEW USED FOR 2"X 6"MULLION,SHEET 17 TOPVIEW t�I � 11
TOPVGW A.LYW MILL�R,P.E.
FL P.E.#58705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH 152-114'.THE OPENING REQUIRES A DESIGN PRESSURE OF 460.01.80.0 PSF.
NOAHCHOIts IN HEAD 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 32"r32+1'=65'.REFERENCING SHEET 25.THE COLUMN USING E2::F L9
-- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114'AND WILL MEET OR EXCEED THE REQUIREDaat
DESIGN PRESSURE OF-60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. G 4'
SEE T.4TA
FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375-MULLION(LENGTH=72",OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD .i d
FENESTRATION S, 4
PRODUCTS S NOT BE SUITABLE FOR THIS APPLICATION,
APPROVAL
FROM TABLE 40.SHEET 8,THE 1'X 275'X.850'MULLION(LENGTH=72',OPENING WIDTH=70°)HAS A DESIGN PRESSURE OF+(-727 PSF WHICH EXCEED S THE REQUIREMENTS FOR THE d
MULLION OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N
LENGTH 14(� 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CUP WITH(4)912 ANCHORS AND THE 2X5 C4 m
�/ lJ ANGLE CLIPS WITH(4)M52 ANCHORS HAVE A CAPACITY OF 886 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z L`1
SEE 0 }
DETAR9, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL J LLl
, Rx E APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ? _
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. a y
o
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS-1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY, W o
NO ANCHOReiN WIND(1W SRL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 0 N
3T--1 32' co
--I MULLwIOTH 836LBS
OPENING WIDTH il
(60 PSF)X( )=524.9 LBS (MAYBE USED TO QUALIFY N 10 STEEL SCREWS FROM TABLE 4B)
72.7 PSF
z g m g
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.318",THE OPENING REQUIRES A �
DESIGN PRESSURE OF+50.0/-56.0 PSF. r
FOR THE VERTICAL MULLION:
1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+l'-105"AND THE OPENING WIDTH IS 36'+36'+7'=7Y.REFERENCING SHEET 25, Z 2z
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-3/8'AND WILL y.0 CO
EXAMPLE 2:MULTIPLE MULLIONS OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. N o
MULLwIDTH FROM TABLE 3A,SHEET 7,THE 1-X 2.75-X.376"MULLION(LENGTH-108',OPENING WIDTH=80")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF wR 3
AND WOULD NOT Be SUITABLE FOR THIS APPLICATION. U Q
FROM TABLE 12A,SHEET 16,THE 2'X 4'X.260'MULLION(LENGTH=108",OPENING WIDTH-80')HAS A DESIGN PRESSURE OF+1.643 PSF WHICH EXCEEDS THE REQUIREMENTS Q¢..• Z N N
SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.SEE
DETAILS, €�
32' fE4ESTRATION SR23T$ BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36"+38'+2"-74",NOT 73"AS PREVIOUSLY g'��-3
ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
THE 73'DIMENSION(35-1W+35.1/2-+2'=73').
j j 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
VER ICALI _ I CONCRETE HEADER AND SILL ARE 0'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION L SEE SEE USING THE STANDARD CLIP WITH(6)316'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
LENGTH g DETAILS, DETAIL E. THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
'
OPENING SHEETS 23 SHEET 3 FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A 2 X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
HOR17 �/ �/ MULLION TYPE COULD BE CHOSEN.
MULUON T PRODUCT REVISED
1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72"+2'=106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE of complyinS with lho Fla"
USED.FROM TABLE 12A,SHEET 16,THE 2'X 4-X.260-MULLION(@ LENGTH=42'.OPENING HEIGHT-120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE AuttdinglCd 16-02i Ib.Og
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. Qirwi�own[Dmmawc4A2►
SEEDETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8"SHEETS WIDE,IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE,USING THE 2X5 ANGLE CUPS WITH(4)3118'ULTRACON ANCHORSAT AN EDGE DISTANCE OF 1'GIVESAN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FORTHEREQUIRED
ANCHOR CAPACITY OF 521 LBS. \���Q�SI LYNN till( ////�
{I� 3,HORIZ.L 38",HORIZ 4)FOR U-CLIP IN THE HORIZONTAL MULUON TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR :���.•'�,IG£tVSE
L ''•�`�
I MUL ENGTH MULL LENGTH�'11I CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE
F1---OPENING WIDTH FOR VERTICAL MULL----7 ANCHOR TYPE IS A#12 STEEL SCREW. �`T;• I4U•68,105
FROM THE ABOVE STEPS,OUR MULUON DESIGN PRESSURE IS:
+/-84.7 PSF FROM THE VERTICAL MULLION: /6 =
41-170.0 PSF FROM THE 36-HORIZONTAL MULLION ATTACHING TO CMU;
+/•170.0 PSF FROM THE 36°HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). A(E U• 11U
J`
THE LOWEST DESIGN PRESSURE IS+1-64.1 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. %'�� '• O(tID�'•
ft e�...`
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM s
THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION /i /0NA-XL
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYAN MILD ,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705
r
r
r �
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALrrRIANGULAR LOADING:
n
�xr!
PIN I PW PW
SH1DH SH/DH SHlDH SHfOH
Pw PIN
Lo
m F
o �N�
wo
0 0 I LU m
0:M
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I co N
G] HINGED J
DOOR
{ GO - Z_
I F PW LOADING OF VERTICAL MULLION
j co j LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q ter- z
FIN 't
I Q Q Z (V
PIN,. P LLxJ ME
- - PW sQ
to z o
_ PW W `� Y
SHIDH SH(DH - j U QO Q 3
SHrt7H I
o co
SHlDH g �
I
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j r�
1 PW PW L-l/ HR
I
1
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
PHA HINGED I DOOR PW PIN NOTES:I %RGDUCT RHVISED
vswmplyinSwilh Who PloMs
I 1)DRAWINGS ARE Building Code
I1 - RERESENTATIONS OF TYPICAL Acocplmw NoCONF p
PW CONFIGURATIONS. imU Dale Zp�
PW MAY BE EXTRAPOLATE FR FTIONS NOT ROM
Dy
o o { THOSE SHOWN. Minn a Produd
/ I
2)IF THE LOADING TYPE CANNOT
>V1 I BE DETERMINED,USE ;�� >,Ot;� •• ..PW
�((,
PW PW i RECTANGULAR LOADING. •� `<,`..•'\,\CF.IJyF '•.C.p
1[
3)SEE PRODUCTS'APPROVAL FOR Na 58705
ACTUAL ANCHOR LOCATIONS. _
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS �'•(�
SGD "-�C) S'f TG OF <</;
IT
LOADING OF VERTICAL LOADING OF HORIZONTAL A.LvNry AI`�1 R}f�.E.
MULLION MULLION FL P.E.#58705
• r
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET: REVISIONS
MODELS 24 GA 25 GA' 25 GA �24 GA MODELS 25 GA 1 OF 4 REV. �NO, ZONE: DATE: ECN NO. APPVD: DESCRIPTION
i CLOPAY 1 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' G135S.,GR5S 03 - 6/24/13 - SH ADDED LONG PANEL OPTION.
IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S -
I - NOLt1ES 48; 48B 42„42B, 'IDEAL 'CARRIAGE'-HOUSE' ED5S ONE STANDARD INTERMEDIATE.STILE BMYEEN EACH EMBOSS'
I - LOCAIION.ATTACHED W'/TOG-L-LOC(TOP &`8T).i):AND
' SHORT LONG FLUSH SHORT PANEL. URETHANE.ADHESIVE (ALONG CENTER).
Q "CLASSIC` SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND"CLASSIC' D.
l 'r_A LONG.PANEL ALSO APPROVED-SEE':TABLESBEL01V,FDR DETAILS
,OPTIONAL GLAZING MAY BE STANDARD OR EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR .
IMPACT RESISTANT GLAZING, SECTION RT COIdMERCIAL (LONG PANEL}. SEE TABLES BELOW.
GLAZING IS APPROVED- SEE SECTION B-D ON
SHEET TWO FOR DETAILS. (GLAZING SHOWN IN .GLAZING SHOWN IN TOP SECTION.
....,114TERMEDIATE.'SECTION.)
I
� � - VIE'N "B" (SEE SHEET THREE). �/-
w -
T-:= IA
=w -VIEW "C" (SEE SHEET THREE),
g -H' .16 GA. END STILES ATTACHED TO
.W -
.o 'DOOR-SKIN WITH PATENTED v `•T
G n o TO ,L-LOC SYSTEM (TOP, BOTTOM &. v L
CENTER):ATTACHED TO TOP AND4a I
II .I1 II II
__ ____ - BOTTOM:RAIL WITH PATENTED - —
TOG-L-LOC SYSTEM. '
I _
- I 'TWO POINT. LOCKING ,
INTO'TRACK.
- - (2N LHR TOP BRACKETS USED AS - -
I, \ L----•-sA OPTIONAL.,OUTSIDE KEYED LOCK POSITION_ gOTT0A4.BRACKET_IN INNER
' MAX. DOOR WIDTH = 16'-2" (1) 3-IN ROLLER CARRIER'(P/N
\ INSIDE ELEVATIONS' 0120394),USED WITH 3" TRACK. SNAP LATCH ENGAGES
`LOCATION OF OPTIONAL-VENTS. TOTAL VENT OPENINGS: 60 IN' PEP. VEHICLE. .. : ONTO VERTICAL TRACK. TILE
END
ONE
DOOR HEIGHT N OF - ._ .' - EACH SIDE OF DOOR LATCH
.. ,5
SECTIONS _ SLIDE BOLT LOCK _
UP TD 7'O' 4 'CLASSIC'RAISED PANEL EH2OSS DOORS 'CARRIAGE HWSC'FAISEO ENGAGES'INTO B
T3' T❑ 8'9. 5 SHORT'PANEL LONG PANEL PANCL EH2DSS DOORS END- VERTICAL TRACK. OUTSIDE
9.0'TO 10'6' 6 e OF INTERN. . p OF:STD p EF CONTL SHORT PANEL STILE. ONE LOCK:ON HANDLE. LOCK BAR
DOOR MOTH STILES DOOR VIDTH IRMO'�S7ILES INTERN.STILES � p'pF fNTERH. EACH'SIDE OF
10'9' TO 12:3' 7 wER SEcr[aro TPE.RsECTIONI wER SEC.1010 TALK vmTH STILES - OUTSIDE END-` ENGAGES IN
12'6- TO 14'0- 8 9'2'TO9.10- 3 9'2'TO 11.2' 1 2 <PE2-SEETIOri> DOOR. KEYED ,. TRACK ON
STILE;
' 14'3' TO IS'9' 9 lo•o•TO-U•lu• . L TD 14'10• 2. 3 9.2'm lov' 3 - _ HANDLE. - BEACH SIDE.
10 IVO'TO ITIV 5 759 TO 16'2' 3 + 10'2'70 Ic++ N/A - - . _ _ - OF DOOR:
I4'0'TO'15.10- 6 ',SEE NOTE'9ELOV REGARDING EXTRA 11'6'TO 14-W 5 INSIDE SLIDE BOLT _ INSIDE HANDLE
-AAX,;SECTION HEIGHT: 21' 1600•TO.162! .7 STILES.GN LONG PANEL DGORS. LOCK OPTION, OUTSIDE KEYED LOCK WITH
OUTRIDE KEYED LOCK WITH OCK BAR LOCKING,
EXTRA STILES FOR LONG-PANEL MODELS.:. SNAP LATCH LOCK OPTION. L
){qM�'�i�� 7AHE TFBLESWCA CONMERCALONTMI;STILES:REQUIRED AS NOT 0,6 "
Ct CT I� THESE C04111ERCIAL CENTER STILES ARE ATTACHED MIDPO:NT';BEINEEN THE ,
G CEIV•• 11 Ex15TING'RESIDEMUL CENTER STa.ES,COUMERCuL CENTER,STILES ARE' THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS,FOR'THE
`r'J;•�� -A4• �� .ATTACHED WITH TOG-L-LOC(TOP Jo-BOTTOM)OR(4J 3/1r PDP,R6'ETS. ULTIMATE WINO SPEEDS.LISTED BELOW ACCORDING. O THE FLORIDA � = ! '
.• 101i;(+)gB:SHEET MEM.sCREwS.' BUILDING CODE OR THE INTERNATIONAL BLULDING CODE,(BASED ON
u - 0➢E
.J ..Po':..6,,2 -•.*S ASCE7-70)FOR THE FOLLOWING'CONDRION 1).•ENCLOSED -' "� - MANUFACTURING PRODUCT L
' LONG MIEEL PAN='2F153
• � BIDLDINC 2)'.POOR,.HAS 2'OF Y/IOTH IN BURDINC'S'END,ZONE.3)� 'LONG PANEL PAN-2F756
f l ANY ROOF SLOPE AND 4)TESTING IN ACCORDANCE WITH DESIGN LOADS +36.0 P S.F. &. 42 0'P.S.F. .NO< N/A
•9 1(Z+ Q� - - ANS1/DASNA 108. SITE-SPECIFIC CALCULATIONS BY A;;QUAUFIED TEST LOADS +54 0 P S.F. & -63 0 P.S;F. A
A 9 STATE of �+ DESIGN PROFESSIONAL 61AY'DIFFER- umess Slei a Dm se 8a65 DOuke Bouo Ur�d PART
VINDLOAD RATING°
PA
TOLERANCES a.e �Q a son 1 450+. ky0
In TIMATE V]ND p.. TeI Ik,:5,3-77D 9900 W'6 D P 3-'6 T
SPEED:<HPHY 155 1. 170 ISO 195 ,0 -:E.031 &(36 q Rodods Company h'No.513=770-4B53
EXPOSURE B.C, D B,C.➢ B. C B,C B 000.= 3.005 DESCRIPTION; `2T STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS) C V
CATEGORY .,0000 -.GOI DRAWN.BY- SH DATE: 11/19/12 SCALE::NTS. '6WG,D
DESIGN, ENGINEER: 0egreeO f 1/2- CHECKED BY: SH'. DATE; 1.1/20/t2 SHEET 1'OF'4 SIZE l�
DESIGN
HA6tILTON, P.E. HEAN ROOF HEIGHT 25' 15' 25• 15, 30, Umess Sioled OIHe...1se
Sc6TfA LICENSE No, 63286 OmENSIONS ARE IN.wCHES. DWG..NO.; 10471A-A/B VER:IBC
FLORID4 3 2 FLOO R00 aL p ODMC T APPMOOVAL 16546 �
i
3
.'CLASSIC' RAISED PANEL EMBOSS DOORS CARRIAGE HOUSE' RAISED-PANEL EMBOSS boak SHEET: REVISIONS OF 4
MODELS �24 GA 25 GA 24 G;A MODELS 25 GA-- 2 REV: NO.1 ZONE: DATE: I ECN NO.I APPVD, DESCRIPTION
25 GAT 9 'L
CLEIPAY 8 4 A�.�94 73, 75 76, 75L. 98 CLOPAY,'GALLERY" GD5S, GR5S 03 SH SEE REVISION HISTOhY.ON SHEET ONE.
-
IDEAL - 4RSl 6RST 2RST I 4F HOLMES 'ARTISTRY' AR5S
IDEAL';CARR mr HOUSE' ED5S
HOLMES 48, 48B.142. 4
SHORT LONG FLUSH SHORT PANEL
IMPACT=RESISTANT CONSTRUCTION. STANDARD ASSEMBLY CONSTRUCTION.
Ttoi�c.i --RESISTANT GLAZING.ARE b D$8 OR 1/8_ACYRUC UTES,-#AILA4E. OPTIONAL ACRYLIC GLAZING IS
SOLID DOORS,(No.GLAZING OR DOORS WITH op MPACT PDONAL.
IMPACT-RESISTANT.. OPTIONAL.. INJEC TION-JJOLDED POLYCARE I 3ONAtE FRONT_FRAME AND P I LASKO.LITE OPTIX OR.LbCITE CO_APPROVED CC2 PLASTIC IN ACCORDANCE I WIiH.laC/FBC.
GLAZING IS GE LEXAN SL)�24T, AN APPROVED CQ PLASTIC IN ACCORDANCE VWH
260&
IBC/FBC'2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612.- THE ENTIRE DOOR ASSEMBLY ANSTAILEDAN COMPLIANCE WITH THIS.SECTIO14 MEETS THE
SECTION MEETS THE WIND LOAD THE ENTIRE.DOOR ASSEMBLY INSTALLED.IN COMPLANCE WITH:THIS, REOUJREMENTS�OF THE-FLORIDA,BUILDING CODE OR INTERNATIONAL BUILDING
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE'AND INTERNATIONAL BUILDING. CODE BUT DOES NOT ?,IEET.THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
CODE AND IS.LARGE-AND SMALL=MISSILE-IMPACT RESISTANT. REGIONS:(REF. CHAPTER.16 FBC/I9C).
;4.
SECTION B-8 (IMPACT—RESISTANT GLAZING. OPTION) SECTION B—B .(NON—IMPACT RESISTANT GLAZING OPTION
c p —liDETAL D c
FRONT %VITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT'FRONT FRAME IS NARROWER THAN
DETAIL '0'
ImPACT-RESISTANT FRAME.
.: :OPTIONAL DECORATIVE MULTIPURPOSE HIGH BOND TAPE
SNAP-IN INSERT. (BETWEEN tRAMEAND FACADE).
DECORATIVE FRONT-FACADE. -
1 MOLDED INSIDE
oies LITE.RETAINER
STRUCTURAL SILICONE SEALANT 48x3/4- PAN HEAD SCREW-j
VEEN STEEL SKIN AND FRAME). (10 SCREWS PER LITE).
IMPACT RESISTANT
ONE-PIECE INJECTION POLYSTYRENE RETAINER:FASTENED TO FRAME WITH
MOLDED GE LEXAN (10) '6 3/4-PAN HEAD MACHINE SCREWS.
13 SLX243V FRONT B
FRAME&GLAZING.
IMPACT—RESISTANT ASSEMBLY DETAILS1 STANDARD ASSEMBLY DETAILS
DRAVBi9G 104710-,
DR4VfilYG 1,047.11P-B
2 MANUFAC7UFUNG PRODUCT CODE
IgI'lllANE�:PA l 2F 153
l L PANEL: N%
Fl 55
DESIGN LOADS-+36.0 P.SF. & -Q.0 P'S:F..' PART NO.:%-N/A
TEST LOADS: 454.0 P.S_F. & -63.0 P.S,�.
A
�8585,Duke Bdule%vrd vjNIILOAD RATING
TOLERMCES.6'e olop Lmicn OH'45040 USA
py lel.N;.'51-770-iB00
W6 DP36T
1� Ay .... ... per/ Fax N..513-770-4853
-W (SEE TABLE FOR MODELS
�00 DESCRIPTION: 2r STEEL'PAN DOORS 16!2
P.1,111 il. ,900- :E:005 DATE: ll/�f9/121SCALE DWG.
:6000- ±,061 DRAWN BY: SH
DESIGN ENGINEER: Degleps - ;t 1/2* CHECKED BY: SH. JDATE,.1 1/20/1, SHEET 2 OF 4 ISIZE I-)
SCOTT HAM] *PE. U�ess Stole1h
LTOW,: d 0ARE I -
FLORIDA' LICENSE No: 63286 1��ES.6W(3 NO.: 104.7107A/8 JVER:IBC
4 3 2FLOFfla'90A PAODUC7 APPROVAL 16546
:f
j 4 3 2 i
j 'CLASSIC' RAISED PANEL EMBOSS. DOORS 'CARRIAGE HOUSE''RAISED PANEL EMBOSS DOORS SHEET: REVISIONS
MODELS 24 GA 25 GA 25 GA 24 GA NDDELS2SGA 3 OF �4'
I REV. NO. ZONE: DATE: ECN NO. APPVD: CESCRIPTION
CLDPAY I 84A,'94:1 73, 75 1 76, 75L 1 98 1_ CLDPAY' GALLERY' GD5S, GR5S 1 0-3 1 1 - 1 SH j SEE REVISION HISTORY ON SHEET_OWE.
. 2RST I 4F - HOLMES-'ARTISTRY' AR5S
IDEAL 4R�� - -
HDLMES .48; 48B. 42, 42B I -- -- IDEAL 'CARRIAGE HOUSE' ED5S -
SHORT LONG FLUSH SHORT PANEL t-2"THICK
D p
HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT z I.2 GA.'GALV, STEEL TOP ROLLER
(NO LOAD FROM DOOR) NOTES; 25 GA (0.019"!AN'. THICK), BRACKET 2-I 2" x - ') EACH
I,.ALI THE lOAO FROM THE DOOR-IS-TRANSFERRED'TO:THE TRACK AND THEN,FROM THE TRACK TO DDS'STEEL EXTERIOR-SKIN S { / 5 3/8 EA
THE 2x6 VERTICAL'SYP'(GRADE n2.:OR BETTER)JAMBS.NO LOAD-FROM THE DOOR-IS }WITH:G-40 GALVANIZING, `~1� BRACKET ATTACHED W%(4):..1.4x5/8" SHEET
.. TRANSFERRED TO,THE HORIZONTAL(TOP) JAMB. BAKE D=,ON PRIMER AND A : > METAL.5CREWS! ADJUSTABLE.SLIDE ATTACHED.
2. EACH GFJA B!JAMB SEES A LUixIMUhI DESIGN.LOAD OF+288 LB& -336 LB.PER LINEAR •BAKED ON`POLYESTER PAINTED TO STOP BRACKET: YNITH.(2}. 1/4"xl/2" BOLTS
FOOT OF JAMB!' -
3. ALL JAMB FASTENERS MAY BE(BUT-ARE.NOT REQUIRED TO BE)'COUNTERSUNK'TO PROVIDE A TOP COAT:APPLIED TO BOTH AND NUTS,PER BRACKET.:
;,—'FASTENER FLUSH MOUNTING SURFACE. SIDES OF STEEL SKIN. -
4.,A.1/3 STRESS INCREASE FOR HIND LOAD WAS NOT USED IN THE.CALCULATION OF ALLOWABLE.
LOADS FOR ANCHORS:AND FASTENERS FOR STEEL.,CONCRETE AND MASONRY. • - - _, .. .
.. MAX: O.C.
SHIP LAP 14 EGA.WlgN GALV. ROLLER HINGE. EACH C
JOINTS
—HINGE�FASTENED TO END STILES 4!/(4)
'O 14,6 8 SHEET METAL AND 2 Zx6 VERTICAL JAMB - ` ; #. /". ( )
1/4"x3/4'• SELF TAPPING-SCREWS. SEE
VIEW "8
ONE 4"T-STRUT.PER-`SECTION. (SEE MEIN.-
2x6 JAMB TO SUPPORTING STRUCTURE-ATTACHMENT - - .. VIEW D., - .. D"-}EACH T S- ( / 5
TP,UT ATTACHED AT EACH
(NOT TO BE USED FOR ATTACHMENT-OE TRACK.ANGLE TO 2.5 VERTICAL JAMBS OR SUPPORTING STRUCTURE)' � � � -' �4�TALL TAPER STRUT.. HINGE LOCATION WITH 2) 1/4"x3 4" ELF
_TAPPING SCREWS.
MAXIMUM 0-057" MIN. GALV. STEEL, .
OPT-CENTER 50 KSI. MIN.
DISTANCEETWEEN
STEEL ..
BUILDING TYPE FASTENER TYPE FASTE ERS"
BLOCK WALL 1 4"x 1-1 4"M.IN AlBED-•TaPCON ONCR T.AK HOR 7-1
3000 PSI MIN. CONCRETE 1 4 x 1'MIN.EMBED TAPCON CONCRETE'ANCHOR- a-1 4" 1" O.D. _ -
B P r MIJ N R 7 3 8"X 1-3.4'MIN.EMBED N'EJ-IT ANKR"TITE SLEEVE ANCHOR" 16-1 - iNCLU ED rJ
400 P 1'-i NGR 8" -3 4 R11N IA V J-IT ANKR TT V"Ak H R: 4- INCLUDED-
w0 T- id -D 5 S 1/2"x A R H A307 RAO t'= 8' IA 'IN STRUCTURE - T 7-3 a- t O.D.
FIRST (BOTTOM).ANCHOR.STARTING AT.NO MORE THAN HALF OF THE WAXIMUM ON-CENTER.DISTANCE. HIGHEST ANCHOR, INSTALLED '
AT LEAST A'S HIGH AS THE-DOOR OPENING.
CLOPAY DOES NOT SUPPLY JNAB ATTACHMENT FASTENERS, .- - T
IM MINUM DISTANCE BETWEEN CENTER OF.ANCHOR AND EDGE OF CONCRETE iELOCK:2-1/27 ;EXCLUDING STUCCO THICKNESS. - - 12 GA MIN: GALV. STEEL:BOTTOM BRACKET
' - - ATTACHED WITH 2) I11416/8" SHEET METAL
- .. ... SCREWS..- ..
ALUMINUM EXTRUSION,&VINYL WEATHERSTRIP.
11 HAMS�rrir. - ty14x5/8"SHEET mETAL SCREWS - SECTION A-A (SIDE VIEW} _
C r
6 a MANUFACTURING PRODUCT CODE '
*;"• I IYY����tk' :o. SHORT PANEL' P/W.-21`1'53
'IC1/4"x3/4" SELF DESIGN LOADS.+36.0 P S F:•& 42.0.P.S.F: LONG PANEL PAN-2Fi56
TAPPING SCREWS• TEST LOADS: +54,0 P-S.F. & -63.0 P.S.F.. PART NO. N/A -
A S9 t STATEF �(� A'
.14-GA..END HINGES 18'GA. NIN.1 INTERMEDIATE HINGE U leap Still d Om �, O a B585 Duke Boulevard VINDLOAD RATING
'��.p'•r� P -: .. - _ TOLERANCES a Nolan 513 50so USA ,
VIEW `B" _ ._ p ` T4 Ro 5,3-770-4800 W. � D P 36 T -
rrC�S Ploducls Ca,Ipmy: Fa:No.513-770-4853 -
r'�i,S�Q(�p1 -00 3 015 DESCRIPTION: 2"'STEEL PA,Y:DOORS.16'2'W'(SEE TABLE FOR:'MOOELS)
DOD: A.05 DRAWN BY SH ' DATE[,I1/19/T2 SCALE:;TUTS
DESIGN ENGINEER' 0000 t.00 1 DwG.RR
Degree§ I/2" CHECKED BY SH. DATE: T1/20/12 SHEET 3 OF '.4 SIZE L
SCOTT HAMILTON",R:E - Unless Sioled Dln -
FLORIDA LICENSE`No. 63286• mNEN5101b ARt w uxH¢s. DWG. NO., T04710-A/b VER: 18C
. ..
3 2 I LL OO( ODQ:P11 , ODUC T APPROVAL 65 fl 6
2
'CLASSIC, RAISED,PANEL EMBOSS DOORS !CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SIIEET° REVISIONS
4. OF 4
MODELS 1 24 GA 1 25 GA 25 GA 24 GA 25 GA I REV. f4O.l ZONE, DATE: I ECN NO. APPVD: DESCRIPTION
75L CLOPkY 'GAL , GR5S L 03.
CLOPAY 84A. 94 3. 75 76, 98 'GALLERY' GI35S SH SEE-.REWSION HISTORY 014 SHEET ONE.
IDEAL 4RST I 6RST 2RST 4F HOLMES,;ARTISTRY' AR5S
HOLMES 48, 481?1142, 42B IDEAL 'CARRIAGE-HOUSE' ED5S
SHORT LONG FLUSH SHORT PANEL
D D
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER 00 5Ul
NOTE,TRACK CONFIGURATION ABOVE THE - CONFIGURATION.,N POOR COUNTERBALANCE SYSTEM 941B
DOOR OPENING DOES NOT AFFECT THE DOOR DOORS UP-TO 800 LBS.-1rND LOAD RATING OF THIS DOOR. HEIGHT
13 CA GALV. STEEL FLAG,BRACKET ATTACHED TO 7 O6OR'CVF
6--6 70- .1 OVERLAP CH SIDE) STOP MOULDING BY DOOR INSTALLER(TO SUIT).
JAMB WITH (3)'5/15-,X�1-5/87 LAG SCREWS 7--0 76i.
-
AND TO TRACK WITH�Q)-.I/4. RIVETS. 2.6 SYR WOOD JAMB:SEE 16 GA. CALY. STEEL END STILE,
7 "JAMS PREPARATION NOTE'. 18 CA,GALV.STEEL DOUBLE E.END STILE 2';-TRACK CONFIGURATION X, a--o- 88-
8'-6- 94- 20 CA MIN GALV. STEEL INTERM. STILE.
DOORS Up To Boo uss, m AS ROD: SPACING NTE 14"•O.C.
9'_0"100" 18 GA_ GALV,;-,TEEL INTER.
W-6"106" 2-1/2 X 12 GA CAILY,STEEL HINGE FASTENED TO CENTER
10'-D"112' ,,,TRACK BRACKETS..FASTENED TO STILE W/(�) EACH.014.5/8'
2"GALV. STEEL TRACK, 0 JAMBS WITH 5 6")5 f-5/8"'
TRACK.THICKNESS.' 0.083% 6�jj 111' SHEETAIETAL SCREWS
LAG-SCAEvrs NOT TO EXCEED.14'
ON-CENTER. MIN.OF (9)LAG 7 -1.0. ROUND JA.M
di FASTENER.
-6 /16
i
S2 I -SCREVIS REOUiRED PER B. PUSH NUT
38- 2"GALV. STEEL TRACK FASTENED TO
TYP. 2-71/2'X 12AWCALV. I j�35;j 0" 4 12 CA GALV STEEL TRACK BRACKETS 14 CA.GALV.STEEL ROLLER HINGES FASTENED TO END STILES WI(4) EACH#14x5/8-
RACK,2RACKETS. VnTH EITHER (2) 1/4-OLA. RIVETS OR
"EA..jj,�5'
C STEEL T z SHEET METAL SCREWS,AND'.(2):1/4-SELF TAPPING SCREWS PER'END HINGE.
z •-ATTACH.ED TO_(41B,VATH(1) 14-0 1160 (1.) 1/4-X'5/8-BOLT&,NUT PER
24- 5/115-� 1-5/8-LAC;SCREW PER 14'-6r.166-1 TRACK BRACKET.
0 2" DIA. 7-1/2"LONG STEM. 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
TRACK BRACKET. 5'-0 1172-1
15--6-1178-1
SECTION C=
3-1/2- LKR BRACKET(2-1/2 5-3/4-x 12GA)
_L
PREPARATION OF JAMBS BY OTHERS, ATTACHED.WITH-(2) 1/4 3/4-SELF TAPPING
�VOTE THAT_LHR BRACKETS ARE ALSO
USED.WITH "DOUBLE END STILE'AS SHOWN It,
3' TRACK CONFIGURATION
DOOR TRACENI KNC C ONFIGLIPATION.ASPV.E THE ZONE B-3 SHEET 1.
O OP DOES HOT AFFECT THE JAMB CONFIGURAfidif DOUBLE TRACK
DOORS 800 LBS AND'OVER. WIND LOAD RATING OF THIS DOOR.
[200E!S.800 1,13S AND OVER, LOW HEADROOM OPTION
CENTER HANG REOURED FOR (AVAIL FOR BOTH 2 AND 3-TRACK)
DOORS MIER 8' HIGH.
�..U".LE HORIZONTAL
T.
-.1'DOOR OVER (EACH SIDE)
STOP �G BY DOOR INSTALLER (TO SUIT):
2.6 SYR WOQD JAMB. SEE
B 3-GALV. TAPERED STEEL%TRACK ANDANGLE. TRACK STEEL END STILE. E3
GALV.78 GA STEEL DOUBLE END STILE.
THICKNESS: 0.107.ANGLE THICKNESS:nORO' HORIZONTAL TRACK 20"JAP.113 PREPARATION NOTE". GA. MIN,GALV.'STEEL INTERM. STILE.
MIN-ANGLE DIMENSIONS 3�-I/4'x 2-7/6-. SUPPORT'By DOOR
INSTALLER(TO SUIT).
VERTICAL/HORIZONTAL TRACK. 14"�MAXRJUM SPACING 18 GA.GALV.STEEL INTER.
-7/4" V 2-7/8"MIN. . 0.0811"TAPERED HINGE FASTENED TOCENIER
NUTS FOR EACH TILE W/(j) EACH flI4.5/8"
L,/ BOLTS
JUNCTION.TWO I/" FROM LAST F, I MOUNTING
EACH .T.C. ANGLE S BELOW.
H TRACK. SLOT TD TRACK JUNCTION SEE LAG BOLT MOUNTING -7/116'�.OUN6 S
SHEET METAL SCREWS.
PUSH NUT
o ADDITIONAL MOUNTING SLOTS FASTENER.
SPACED AT 12"CENTER& 14 CA CALV. STEEL ROLLER, FASTEN-ED TO END
0 1 1 . .I .. . . 0..101-THICK 3-GALV.STEEL TRACK,FASTENED STILES #14.5/8-.:S�EIET-METAL SCREWS
12-ON CENTER TO.TAPERED ANGLE.-TRACK ATTACHED TO -SELF TAPPING SCREWS PER END HINGE.
TAPERED ANGLE WITH ONE x5/8"BOLT& AND(2) 1/4
NUT AT EACH MOUNTING SLOT.
3"DIA 8-1/2-LONG STEM BALL'BEARING STEEL ROLLER.
MANUFACTURING PRODUCT CODE
SECTION r-
D
HE.Y"TRACK BOLT AND NUT AT EACH ION OF JAMBS SH L�PPA
PRE Y OTHERS MR7pPANE PANEL
4%2F153
MOUNTING SLOT LOCATION. LC At F156
DESIGN LOADS: +35.0 P,S:F. e� 42.6 P.S.F.
-0, -�541.0 P t'F. '& -63.0'P S F. PART NO.: N/A
A TEST LOADS:
E F VERTICAL A
22" DOOR
TITRACK LENGTH tj�lr.,st-ted Oth.-11. 8535.Wke Bo.f&,.rd VINDLUAD RATING
TOLERANCES- Floppy U.S. ON 45040 USA
/.-u 1 72 Tel No.513-770-,4800
R%V a- 4 Nid.ls C..F* F..N..5 37770-4853 W6 DP3(ST
.0 - t.031
A % 10, 6 ONE S/W 1-5/8-LAG'SCREW SPACED AT THE.SANIE =- ±:015 DESCRIPTION: 2'STEEL PAN DOORS 16'2V (SEE TABLE FOR.MODELS)
-0 10 . 10".•22". 34"DISTANCES AS THE TRACK'BOLTS(I.E. 3-1/2' .000 - 3,005 DVVG.
40-.*&C.). AbomoNAL'LAG SCREWS,LOCATED AT IS.16'.a :t.00, DRAVIN' BY' SH IDIkTE, 11/19/1 SCALE; NTS
DESIGN ENGINEER: 3-1/2 40-FROM BOTTOM. TWO LAG kliOiS ALSO LOCATED ABOVE' :11/?* CHECKED' B
SC OTT
6Tf HAWLT6IN.' P.E. VERTI�AL/HORIZONTAL TRACK JUNCTION. U'l-gsetc,tid Oth-ise, D-GY'. SH: JDATEi II/2O/QjSHEET 41017 4[SIZE
FLORIDA LICENSE No. 63285 DIMENSIONS,Ant ..CHES. DWG_ Np.+ IqOIO-A/B IVER: 19C
4 3 2 FLORMA PH"ODUCT APPROVAL 16546