HomeMy WebLinkAboutNOA Series PGT Clipped Extruded Aluminum Tube Mullion LMIMIAMI•DADE MUM-DADE COUNW
"Ill, PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208
BOARD AND CODE ADMINISTRATION DIMION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/eeonomv
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner_, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
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.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal -of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises 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.",202
MIAMI•iMf,E COUNTY Expiration Date: Ma
f ll!! Approval Date: April 14 2016
Page 1
File Cope
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819. 05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision 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 5ta Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
:Wamuz�� -
M2,nueppoez, P.E.
Product Cont V.6-10218.03
aminer
NOA N
Expiration Date: May 26, 2021
Approval Date: April 14 2016
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h 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 POT 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.
�-]� 6ado
Al
Manuel , P.E.
Product Contr I E miner
NOA No.-0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE OPENINGWIDTHPORVERTICALMIAI
MULLIONSF - sEEBErAtt&�
1 A4E,GJC
SHIO:T923
SEE DETAILS I
ATHRUG:
SHEETS 23
II /
MULL
tI7NGTH
. L
I IgRtZOMJ1L
LENGTH
III
JSEE DETAI S
A•D.GA
SHEETS 23
HORIZONTAL
— MULL
LENGTH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
GENERAL NOTES.'
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION S UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
ARCHESTO SE 2) THE TYPE AND NUMBER OF ANCHORS 15 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
INSCRIBED tNSDE HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
RECTANGULAR NOT HAVE A GAP OF MORE THAN 114' FROM THE CUP.
SHAM
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
1 6EEDErAU ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
ATM &. ONLY TWO ADJACENT UNITS AT A 7IME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
/ SHEETS23 PRESSURE OF MULTIPLE MULLIONS OR FERESTRATION PRODUCTS SHALL APPLY.
CPEkM
HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
FOR
HORODNTAL
SEEDETAIL E MILL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
_SHFET3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS,
FENESTRATION 8) REFERENCE TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NONS
PRODUCTS MAY
—BE OFANYTYPE. 9) MULLIONS AND CUPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
""UST SE CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
MANUFACTURED BY PGT. , PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
11) QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
MULL1.--OP08NG WIDTH-1
--I�I--HORIL MAILL LENOIH--1
� I 1 d
d
HEIGHT
HEIGT LENGTHULL d d H0 1
Lw
L MULL d d d I
u
SINGLE MULLION SINGLE MULLION �FovEm c�u�eq tL
OPENNO WIDTH
__'FORVERTICALMUIL
"1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE 1 ABOVE
STANDARDS USED:
*2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
*ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM-2010
OAISIS700-D7/52-2010
INSTRUCTIONS
GENERAL NOTES ......
ELEVATIONS.,_...._.._......... 1
MULL TO 2X WOOD---_- 2
MALL TO 1X & MASONRY_._._... 2
INSTALLATION NOTES_.___..._ 2 .
MULL TO MASONRY.._._._....._ 3
MULL TO STEEL STUD ----- ---- 3
MULL TO MULL_.._......_.__.-._.3
ANCHORSPECS..._.__r.__ 3
ALTEtNATATE CUPS_.__.4
BAY MULL INSTALLATION.-.....--4
1 X 2 X.125 MULL SPECS____&
1 X 2 X.3T6 LULLSPEC&__._.G
1 X 2.75 X 276 MULL SPECS_.__7
1 X 2.75 X S5 MULL SPECS__.. 8
1 X 3.126 X.500 MULL SPECS__S
1 X 4 X.125 MULL SPEC&_._.,.10
1 X4 X X5 TUBE MULL SPECS-..11
1 X 4 X .376 T MILLSPECS_.__1I
125 X 3.168 X 20 MULL SPECS-12
125 X 325 X.100 MULLSPECS__13
125 X32S X.624 MULL SPECS._.14
125 X 3.94X S24 MULL SPECS -AS
2X4X2SMLJ LSPECS 1B
2 X 0 X.25 MULL SPECS..-__ 17
126 X 2.11 X.125 MULL SPECS__ 18
3V X325 BAY MULL SPECS_.._._ 19
46' X 326 BAY MULL SPECS...... 20
MULLION &CLIP DMENSION6_._ 21.1
EXAMPLES 1 & 2. _......_._,-_24
LOADING E(AMPLE9_____._.25
jx
1) DETERMINE THE DESIGN PRESSURE REQUOU MENT (LBSIFP) FOR THE OPENING USING THE ASCE•7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANIGULAR- OR'TRIANGULAIVMAPEZOIDAL'.
4) FWD THE CHOSEN MULLK)N5 MULLIbN CAPACITY ILSSIFT'1 FROM TABLES to THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTNELY, USING PRODUCPREVISED
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY)L THE p1� m0 Fluid
MULLION CAPACITY (LBSIFT') OBTAINED SHALL MEET OR EXCEEDTHE DESIGN PRESSURE REQUIREMENT ILBSIFPO FOR THE OPENING OBTAINED IN AO No � �•�•^M,
STEP 1). Hatl Date I �N
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE. FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED BBS). THIS VALUE By ��
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE "\\\\ N�( LYNN
ANCHORLSUBSTRATEIANCHOR-CUPPATTERN MAY APPL PATTERN SELECT AN ANCHOR CLIP AND VERIFY THATTHE REQUIRED ANCHOR �` p •".....
CAPACITY IS MET.'`t;
7)IFTHEMULLIONCAPACITY (LBSIFPIOBTAINEDINTHETABLEISMOHERTHANTHEDESIGNPRESSUREREQUIREMENi(LB.SIFT')FORTHE _� NO.58705
OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS _ // VALUE ALOWER ANCHOR CAPACITY OPTION MAY BESELECTED FOR THE SAME SUBSTRATE b 4/
8) VERIFY THE DESIGN PRESSURE RATING (LBSIFP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION TE F
CAPAGTY (LBSIM) OBTAINED FOR THE MULLION SYSTEM, THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION '��` •., jPIORIDP.•'
PRODUCT ASSEMBLY. ', S `
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
FL P.. 58705
DETAIL A.
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CUP SHOWN)
FITEEFNKI
EDGE
OffSETRUI
CIJP WAY BE DISTAN
NSTALLEDBY .4
FORVV(
THIS METHOD. SCREW
4
4
4
EXTERIOR '.4
3 AMULLION
SEE $HEETS
21&3FCRHDLE
VOCATIONS
2"WMAXFOR
ALL MULLIONS
TYP. ANCHOR
SEE TABLES IS.16B
/L._I.EDGFJEND
TDISTANCE
.
SEE TABLES
BUC K p
18-165
8;Mp A D
ATTACHMENT
By OTHERS.
EE NOTE 1.
SEE
SHEET I.
SIDE VIEW
FRONT VIEW
INSTALLATIONNOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO MCHORDISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS XD, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HE)(HEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3,
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMWADE COUNTY APPROVED
ELCO ULTRACON OR ELCO Or S.S. AGGREGATOR MASONRY ANCHORS.
DETAIL B:
MULLION ATTACHED TO iX
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
4-4
4:
F —THE --OFFSET --C—UP—llS-j
I RECOMMENDED FOR I
�NDOWS. BUT MAY
ALSODEUSEDPDR
OTHER FRAME TYPES.
m
Mll
CONCRETE OR CM
EDGEDWANCE
TVP. ANCHOR
PERSUBSIRATE,
SEE TABLES IS-168
BIICKSTRP
AND
E MSEOMENT BY OTHERS.
SEENOTEI.
SHEET 1.
MIN ZTKSJCC)NCFtETEOFtCMU
FRONT VIEW
hYP. ANCHOR
ERSUBSTRATE,
E SEE TABLES IWIGB
SIDE VIEW
BTANDARO
BY
=MAY
ET:4.1L y
.
ORODUCTREVISED
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nalldi"S Code
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lb o
BY. cl d9lrbll
ill
NO. 68705 Ic
S OF
a. IANIMJLLEA%A.E.
FL P.E.# 68705
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
EITHER OR a : a" -
�4
EDOEDISTANCE �/
MN23 KSI CONCRETE ORCMU
FRONT VIEW
BYOTHERS,
SEE NOTE %
SEE TABLES
EDGE
• .. i ." �,DTSTM
SEETA
MN2.7KSICONCREIEORCMU 113•13D
SIDE VIEW
DETAIL E:
12WMDL
MULLION TO MULLION
INTERSECTION NOTES:
(U-CLIP) 1) MAY BE INSTALLED IN - EF OR -CROSS'
INTERSECTIONS.
VAJ 28
. +
2) MAY BE INSTALLED HORIZONTALLY
L
(SHOWN) OR VERTICALLY.
3) SEE U-0LIP DRAWINGS. SHEETS 2123
TOP VIEW
FOR CORRESPONDING MULLION.
MULLION
VAMES-F---i
1
072SWELSCHEM.
SELF4)RILLING OR PRE -BRILL
MWION AND USE SMB
THE OFFSET CIB+ISIECOA9,¢lDED
tEXTEPJOR
FORLHOERSECTION
ALSO BE USED FORmAy
OTHERFRAME7YT'b3.
QUA'ALSO�US®FOR
SEE SHEETS M-23 FOR
HOLE LOCATIONS
0-138
FRONT VIEW
EDGE
DISTANCE
SEETABLES
18.730
SIDE VIEW
DETAIL D.-
MULLION ATTACHED TO
STEELSTUD
(STANDARD CUP SH
INSTALLATION NOTES:
STRUCTURE
1) ANCHOR EMBEDMENT TOBASE MATERIAL BHALLBEBEYOND WALL DRESSING ORSTUCCO.
TYP. ANCHOR
A PERSUBy��
1B430
REPRESENTATION QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTAT
`�SIETABLES
A.
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
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 MAYBE USED.
`.
MKRLIC
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHFAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
✓
5) FOR MASONRY APPLICATIONS IN MIAMIAADE COUNTY. USE ONLY MIAMWADE COUNTY APPROVED
ELCO ULTRACON OR ELCO IM S.S. AGGREGATOR MASONRY ANCHORS.
•
FOR STEEL STUDS THINNER THAN
FRONT VIEW TB GA AND COMPLIANT WRH THE FLUL
CODE, A2X WOOD BACKER MUST US5
ATTACHMENTSYOTHERS.
EXTERIOR USEWOODANCHORSPECS
NOTES:
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5.20, FOR QUANTITY OF SCREWS
SIDE VIEW
12!
16 �v4
A`ry Y �I�P4LEt2" P.E.
FL P.E.# 58705
EXTERIOR
(D
DETAIL F:
FIEL34NODIFIED MULLION CLIP
(F-CUP)
SEE DETAOS AE.
".�- SYEET82AND 3 FOR INSTALLATION
X TO SPECIFIC Sl18STRATE&
SIDE VIEW
BHOWN WITH 1'X 4X.12V
MULLION
STANDARD CLIP TO BE
MODIFIED "ED.
DISTANCf?—t-1 E
PERANOHOR
NOTES FOR INSTALLATION OPTIONS F:
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 12(' X 2.1V X .125' MULLION.
2) SEE TABLES 18.13E FOR ANCHOR QUANTITIES AND SHEETS V-23 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
DETAIL G: DETAIL H.
ANGLE MULLION CLIP BAY MULLION INSTALLATION
(ANGLE CLIP) (ANGLE CLIP)
1
NOTES FOR INSTALLATION ONION O & H:
1) USE 2 ANGLE CLIPS PER MULLION END, CLIPS MUST BE INSERTED INSIDE OF MULUON.
2) DETAIL G: SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES 158 OR IOB FOR ANCHOR QUANTITIES AND SHEET22 FOR HOLE
LOCATIONS.
cY
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NUTt: FUR 7 KE UFF�EI CLIP, U2iE 1 KE .NAME ANWIUK YAI 1 EKN ANU AKl:11UK VALUE) AD ! n= 61ANLUV U ULIV.
ANCHOR CAPACITY ADJUSTMENT FORMULA*.
(DP.,)X / ANCHOR Z. o o,\ ANCHOR CAP.
MuwoN CAP.,^,,,,/
USE THIS FORMULA TO OBTAIN THE"ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL. ANCHOR OPTIONS FROM THE
ANCHOR CAPACRYTABLE.
FIGURE 1:
FIGURE 2:
TABLE NOTES:
PROOUCf RBVOW
m oompl9ita wilblti kdit
1) SEE SHEET 1 FOR W STRUCTK)NS ON USING THE TABLES AND SHOT 26 FOR INFORMATION ON LOADING.
SEE GENERAL
---j 1.000-
BAui�W� IVo
SHEETS 2-4 FOR INSTALLATION METHODS.
F�hatiw DdO
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
B iaml
FIGURES:
T/od xt
MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 214&
2.000'
1
•
•
• •
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED• APPROXIMATE ROLE LOCATIONS.
EI-37V
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT•FYlED
Q
FIGURE 4:
FIGURE 5:
FIGURE 8
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF O.W. ALUMINUM SHALL BE 6063-T5 AND SEA MINIMUM OF A2
7r No. 58705
II
11
_
THICK STEEL STUDS TO BE A MINIMUM GRADE 33AND .OW THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .12V THICKAND A3S. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
1• X r X .37L: MUUJON
= /z
= -O
THE MATERIA .410 LA 912 ANCHORS INTO WOOD MAYBE STEEL,18.8 SS, OR410 S.S
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r-o 0 IF* -*I
ANGLE CLIP MUST BE USED IN PARS.
FIGURE4 FIGURES: FIGURE&
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(0 w)X(ANCHOR CAP._`MULUONCAP.,�,.,-/`ANCHOR CAP..,
USE THIS FORMULA TO OBTAIN THE ANCHOR
CAPACITY REQUIRED"CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE.
OPENING, WHEN IT IS LOWER THAN THEMULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELOA MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION, CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 2t23.
.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2123.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATION&
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GRDUT•FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL SE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE 0083•75 AND BEA MINIMUM OF .126•
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE} STRUCTURAL STEELTO BEAT
LEAST .125 THICK AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I" &S.OR410 S.S.
FRODUCTREVISED
m ctm91y1C6whh dw Fib"
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NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
e ANCHOR CAP. -
THIS FORMULA TO OBTAIN THE 'ANCHOR
4CITY REQUIRED' CORRESPONDING TO AN
UAL PRESSURE REOUIREIIE14T FOR THE
NNG, WHEN IT IS LOWER THAN THE MULLION
NCITY (FROM THE TABLE) OF THE SELECTED
LION. IT WILL YIELD A MINIMUM ANCHOR
ACRY WHICH MAY BE USED TO QUALIFY .
RIONA. ANCHOR OPTIONS FROM THE
PIIODUCrR=r,
at oom01Y0y NWI lino PlOaid6
FIGURE 1:
FIGURE 2:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS /NDIOROPENING WIDTHS 13ALLOWABLE.
--1 1.000• r--
Atapoow" --
BaPllafiaaDaVe /%mil
BY
Miem
w1\
FIGURE 3:
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
2.760'
P�1� ; ' V7CENSF •' FQ
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
-Z1
7'
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
- : No. S9706
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALT. CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
(/ I� t !lj`
FIGURE 4:
FIGURE &
FIGURE 8:
YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6003-T6 AND BE A MINIMUM OF .126'
A -or : ,t11` .
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND OW THICK (18 GAUG4 STRUCTURAL STEEL TO BE AT
LEAST.125'THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
1•X2.76'X.650`MULLION
�iNss.......
•
THE MATERIAL #10 a 2 ANCHORS INTO WOOD MAY BE STEEL. I" S.S. OR 410 S.S.
ti1
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A. LYNN MILLER, P.E.
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-ANCHOR CAP.
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED• CORRESPONDNG TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING. WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
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CAPACITY WHICH MAY BE USED TO QUALIFY
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ANCHOR CAPACITY TABLE.
62!
G'
m eompt7`�°°tr[W go Fluldll
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Imm
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A-VEvIna
1:
FIGURE 2
TABLE NOTES:
Maio I Y
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING
Bi97
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
Dad& hodua
1�111111J1//
�
2) LINEAR INTERPOLATION BETWEEN MULENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
MULL,
3.125'
`�OC��,........ Q(F��i
FIGURE 3*
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23
a� ; ' VOCNSF ' • P ��
Fe
• • •
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
Q 71t
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
i:: N0, 50705 -_
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT•FIL.ED
CONCRETE BLOC( UNIT (CMU) SHALL CONFORM TO ASTM 68D. WOOD SHALL BE PRESSURE-TREATFD
•5w
(►'
O : $ W
FIGURE 4:
FIGURE rr FIGURES:
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063•TS AND BE A MINIMUM OF .126'
- �IA1� '
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND .045' THICK (18 GAUGE).STRUCTURAL STEEL TO BE AT
L E AST.125' THICK AND AM ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND
r X 3.126• X S MULLION
lt' MULI WN)
S{g ,:
(� ��`
%'r�( . FI OR10? .•`�Ch`
LL�IL�
THE MATERIAL iH05012ANCHORS INTO WOOD MAY BESTEEL,IMS.S.OR410SS.
7i7sIS/�N�L .�`
A. LYNN1 MILLER, P.E.
FL P.E.# 68705
TABLE 6A
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426
452
34.6
643
398
440
20.0
5Q
34.9
43E
20
543
30.1
430
21J
5W
30.7
426
40B
$73
478
Me
42T
4T.0
418
49.7
40.9
470
432
412476
38.5
405
31.4
476
343
400
20.7
476
320
3"
23A
4111.1See
20.5
470
25.0
30o
t7A
476
24.2
378
108b
403
3"
41A
341
33.S
377
34A
377
30A
330371
238
32S
22A
an
z4A
321
20.1
377
?2.0
a17
16.e
377
We
310
14A
3"
17.1
304
Ill b
37.1
357
37.6
323
30.9
357
31.9
318
i
357
27.0
31335T
24A
309
me
357
22A
M
145
367
20.1
301
1S4
a5717AIm
In
293
309
29A
If.
24.5
306
25.1
274
306
21.7
270See
102
267
1193
306
173
?m
HIM
1 17.01
212
1172
1 196
TABLE 6B
Mo
or Ca
a Table Obal
SuOrtatr.
2Tk Chide
3.5k CON.
Hamcmu
Fae0CM11
VTTM769
mom
AnOhorUp Pattema
Atwttor
Elm01
tI4'Eleo larsm
bWEko
IAtmm
311C Elm Ukam
114, on uriem
114-S818m
AWIGdw
Wr Elm
Mmm
tn'88Eko
AW000ol
9108"
Sute•(GII
e12StW
Sam(W
912 Stud
Screw(M)
Edge O•ytrA Onk
V
2.16r
1'
2.1?
SVY
1'
2.1r1•
1'
24W
T
SAT
T
OAB`
OAY
03M'
EmtedlttW N
1-aIl•
Wll•
1.314'
L314'
T
1MP
1-tt4•
VIM"
1.1n'
1-tw
1.11P
T
IAT
1.Y8'
me"
AnSMa ®4.7Y Mh .0.I8
v NOO 1
390b
b
890b
1 b
270b
250
b
7401.
34b
601b
946b
tq
W&A
b
4Att00ae m 2217 Mh O.C. I MROM
WOUS0CV ffI03k
70065
7Pob
90bS
14101ts
952b
WA
MOb
WA
630b
WA
0601te
WA
Cuba
rims
1120•e
eAtakae®1.16'Mh. 0A1aLMed(a01W)Cipff44
910b
14001M
WA
WA
WA
WA
TBOb
NU
WA
WA
N01
WA
1803b
77Ab
7210b
4 AoototeA Y{•L O.C./R)2e6A10•C>pe lfft9. 9k
7rAb
700b
600b
1hTIDb
1516b
610b
7001W
WA
760b
745b
-mome-I
1Po2b
1 ee22.
Oealte
1170b
eAmmte® Y Mh O.C. IW2a6An0Y 0,05 1 ffl0 dX'
1770b
1170b
f020b
2340b
RWOB
e1020
640b
WA
1140b
1122b
132pb
20a0b
t022be
13Db
IOW We
4 An1holtA0A6•a41t OA.fUCp Mb.72YA10t.IF12. 7k
WA
WA
WA
WA
WA
N01
WA
WA
1W1
WA
WA
WA
WA
WA
430b
2Arogn®226'Mb-O.CJF,W".
350b
3W.
790b
705b
470me
I WA
MWI
WA
315b
WA
440b
WA
341b
1 442b
580b
•AfKhm I.1SMh
700b
1 WA
I WA
I WA
I WA
1 350 We
WA
IWAI
WA
I WA
WA
W228
1 sorm
1120414
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
nwualgcto
-ANCHORCAP._
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDETIONAL ANCHOR OPRONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
FIGURE I: FIGURE FIGURE 3: FIGURE4' FIGURE ik FIGURES'. 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORIWIATtON ON LOADING. SEE
• • • • • • • • • • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW
FIGURE G FIGURE 6 FIGURE V SUGGESTED, APPROXIMATE HOLE LOCATIONS.
• • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE WALL BE PRESSURE -TREATED YELLOW
• • • • EL
STUDS SOUTHTO EINE AMMINIMUTH M GRADE 33 AND .0 S THICINUM K (18 GAUBE OOE UNIT (CMU) SHALL CONFORM TO ASTM C-90. STRUCTURAL STEEL TD BE A MINIMUM O BEATLEAST.THICK 125 THICK
ANGLE CLIP (FIGURES 6&6) MUST BE USED IN PAIRS. AND A30. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 6
#12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S.
- i 1.000' t -
4A00'
125'
1'X4•X.1�
MULLION
sm!
Y' No.Sfl%05 '• it '
Ll
STATE 4,
A. LYNN �Id.ER, P.E.
FL P.E.# 68705
TAIM F 7A
Malian Capacity Table
OWIng Width (for
mlrPoro) orOp.rltn9 Haight (torhoAwttary•6npAoro
Win
6010
701n
MN
so In
Iowa in
120In
140la
Isola
1=41r.375
Rrh'Wr I
toaft
M80FRI•p
LosM9
Le�9
TwL0TMd
LOeW11pq.
Rsc"s
L-ft
1•
Lang
'so'T"In"gir
LOaA10
71speSwo
Loeft
R
ta"
-offlo p,
L4eI
R-Ma-
'L",ft
Tnpitsnp.
Los"
16d 3rn4<
Lcsa1V
uwwwA
lmdn9
Lioeft
T0pe01m9.
Looft
l7oatanpYr
1.0141119
7NOTHI1p.
Loaft
Ahnn. Tom•
ufflo Sn
�
�11
11
It
fill,
I
Is
11111,1111
fill,1
11
fill,
11
111111111
11
a
a
1
11
4210
170.0
IRO
170.0
435
110.0
744
170.0
470
170.0
6M
170.0
Eft
1710
M2
ITOA
619
t79A
1110
VW
621
17U
/20
I MO
RI
170.0
NO
1TU
646
170A
1735
/70.0
6N
170.0
10M
170.0
SH
Ala
170.0
7M
170.0
52{
170.0
NO
170.0
504
170.0
992
170.0
030
170A
1133
1T"
a31
17"
12T6
I=
an
174A
1417
170.0
MO
I0.9
17W
170.0
OW
ITOA
1M3
17U
BW
151.0
2024
TMA
630
6MIn
170.0
747
170.0
5W
170.0
6W
1TOA
431
170.0
1048
170.0
O66
170.0
1195
Into
7M
17M0
1345
170.0
747
170.0
1494
17U
7M
170,0
I7W
170.0
763
I60.0
fate
1TMO
765
/MA
1010
170A
7W
64%
1TOA
707
17MO
612
170.0
953
170.0
091
170.0
11tO
170.0
T66
170.0
12T6
170A
603
17MO
ICU
110.0
Wr
1TM0
iW4
Me
EM
1WA
17M
17W
WI
137.1
17M
tTMO
MI
120A
1700
17U
081
Win
17M
615
170.0
701
00A
10M
1TMA
707
170.0
1240
00.0
673
170.0
1417
17U
$44
M.0
1594
1T0.0
MO
1656
tots
170.0
1033
tl9A
1319
170.0
16W
111A
f010
170A
1003
97Z
1819
170.0
1003
Mp
170.0
930
170A
745
170A
1116
110A
S50
170.0
1302
170.0
a/0
170.0
NM
170A
1010
153]
1662
170A
1070
141.0
1642
170.0
1172
11ZS
t612
iM.O
1151
f00.T
1842
167A
1167
60.1
i5g
IOTA
1167
Min
170A
914
170.0
7M
170.0
1109
170.0
WS
IMO
1304
t70.0
1002
15M0
1472
170.0
100
1429
1472
1M.6
1146
120A
1472
SU
113D
107.1
1472
147.0
lift
21.8
1472
146o
1106
OU
1412
148A
,1104
ala
110A
1063
170.0
676
17U
1215
170.0
1001
1%@
1320
IM2
1101
1A.0
1320
145.E
1042
1/T.3
lam
137A
IOW
INN
1320
f2M0
1849
MA
132D
117A
1021
75.4
1370
I=
1013
MA
1ffi0
712LI
1012
78h
170A
1122
1MA
977
I:A
1154
159A
1017
12a2
1104
139.9
ON
1122
1164
128.7
6/0
M.7
1161
115.3
954
a0.6
1164
t%6
9M
74A
1104
97A
W6
SLt
1164
93.t
IV
50.1
1104
IR3
90
i
AN
100.1
1126
170A
e07
110.4
7124
/47A
665
110.0
1124
120.3
947
103.6
1124
1154
Wf
e13
1124
IOSA
%6
030
fT24
00.0
am
MZ
1121
10.0
0W
WZ
1124
f4]
MI
61A
1121
073
070
Wla
10M1
6"
11fA
760
90.1
e44
Wt
73e
772
OM
ezl
724
a7A
t44
73A
712
BM7
644
00.E
ioz
6L0
e64
OM
eM1
4SA
044
042
676
SeA
e44
SOA
eW
376
6N
47.7
eel
a8 N
SMt
742
m s
MS
742
742
7TZ
=
am
742
a7Z
s41
50.7
742
69A
am
49A
142
se.1
OM
44.5
742
40.6
614
37.1
742
41e
500
3fA
742
39!
6M
27.8
T42
37.5
564
1Wla
6"
5W
SSA
530
52.1
5M
53A
fin
4AT
60
4845
613
30.1W41.4
34.0
6M
37.3
490
31.3
650
342
•492
2LI
506
2k6
4M
22.3
6W
21A
472
10.6
5W
24.7
4W171
p
6L3
56S
6a6
503
4Q0
6M
4i0
4W
412
566
42.9
457
38.0
32.0
05'
34.2
473
2LI
5%
31.3
407
2YA
636
L.1
457
20A
0SS
24.3
Me
1M0-
5M
224
442
120la46A
475
43.4
433
30.0
476
39A
420
82A
476
317
410
263
26.3
476
26.0
Oft
226
47S
i4.6
406
1M0
176
21.1
39S
10]
170
10.T
3ti
14.3
b5
1T2
M1
N4p=A
=,
23.7
305
no
=
224
301
ta.9
330
IM3
297
1"
TAQI 0 7R
AnehorCa
a Toble
Sublitaft
27k Odnrta
3.5k Cam.
Holmic4lu
I FOMCKU
prvftd
Metal
Anchor Clip Patterns
AMWTpe:
3/10• Etc lakreO
11V Elm Utreew
9W Eta
Ulkwan
XW EIDOWMan
114' Eko Wmm
7tr 11a Elm
A0801pr
sett• Eko
Ulrean
VP as 130o
ANSWar
masted
8msa(65)
0t28tod
ft-O S)
012 SIM
S aaettl )
EWPOWI 01).
V
alfr
r
2.1re
3N0•
1•
2-11C
V
2•1R'
r
3•If0'
r
o r
w
Emh•nN
Ian•
1.3w
I-X4'
IaeP
r -
14lr
t414'
1-tf4'
1.1M•
1-1tv
1-Iw
r
Ia1C
tam
wre s
2 MM04J& Min. O.C. I Standen!
orMWCW(FkL1 k
Mon
b
450to
OMM
te44b
270b
2Wb
b
74 b
974
la
910b
1
442b
SSOb
4 Anaaao@22S Mh 0.G/SWMd(rOla6Cp(Fl93k
TWb
70006
SWb
NWb
952•e
WA
o00b
WA
630b
WA
W0b
WA
612b
BMb
1120b
aArcade@1.1r Mt4O.G/6brdxd(r0I1W)C1pM4k
0Wb
1400IOe
WA
WA
WA
WA
TOOb
WA
WA
WA
WA
WA
1303MO
17Nb
2240b
I AnCM•@3'IW.O.C./R)$6Af•b Cep f;t 0k
7Wb
7Wb
6Mb
/500b
NMb
54010a
5Wb
WA
TMIA
7401te
6Mb
tet2b
802b
0MRS
1120b
eAmlm @Ytaa 0.G1('q?sOAnpb CgS10-407
11701M
IITOne
I07Sb
M40 pa
2M4 be
010b
NO•s
WA
114OW
Itt2b
1320Ba
26361Oe
1Dt2b
1921b
tOWb
4 AWr4M 0 DAY Wa. aG IUCW KO.IZVAlam. 7T.
WA
WA
WA
WA
WA
WA
NG
WA
WA
WA
WA
WA
WA
WA
ipOb
2NKOOM02.25• MN.0.0/F-CRpftek
350Do
350b
2Mb
703b
47eb
WA
WDb
WA
31604
WA
44Dpe
WA
341IN
111IOs
6Wb
4 AmttooOl.lT MIn.O.Gf F4Xp(Fh9k
4W •F
71Ab
WA
WA
WA
WA
3Wb
WA
WA
WA
WA
WA
e02b
6eSb
11Zab
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
ANCHOR CAPACR'YADJUSTSOENT FORMULA:
(DP ) X ( All R CAP o ,,� -ANCHOR CAP.„,
MU
wON CAP.,o,9„
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TOAN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELDA MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
FIGURE I: FIGURE 21 FIGURE S: FIGURE 4: FIGURER: FIGURES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • • • • • • • • • • ♦ ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE.
♦ ♦ ♦ • ♦ • ♦ • • ♦ 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATION&
FIGURE& FIGURES:. FIGURE7:
ANGLE CUP (FIGURES 688) MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, =LOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•S0. WOOD SHALL BE
PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF Q5& ALUMINUM SHALL BE
606346ANDBEAMINIMUM OF.126'THICKSTEEL STUDS TOBEAMINIMUM GRADE 33AND.04W
THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A26' THICK AND AX ALL ANCHORS
INTO METAL SHALL'EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 & #12
ANCHORS INTO WOOD MAY BE STEEL, I" S.S.OR 410 S.S.
SY
PRODUCT REVISED
m CWmpt7Nb e161b6Flaids
BDIIdilg Oode 4i _22 2A
1YNN 411(�
� �c
No. 5070.5
. L4hIW1MILLEFZ P.E.
FL P.E.# 58705
TABLE RA
MuRenCl T4bM
Op Widtb(brmlimlyVann
ff9dcm)o►0MnIOHekBtVbrtlalmrfnb+p6minOrtMoro)
5091
sob
7010
90a1
90In
I 100I1
12D In
140In
1W6 _
126't
RWINGIM
latln0
I nWffia g-
LariIB
Raetallpiie
Laadnp
Iaamw
Iie nW4r
Laar6p
1140 N"
Ladmi)
MOtr�
Lftft
TMW 46M
Lows
RKW4L l
too"
TwAm ru.
Lw40p
Lon"
indriln4
Loaft
Rackwor
La96tp
IWip
taa6g
at
Loa"
Drg11Yn0•
I-"
R4daliPhr
Looft
IogiD
3.100"7t
QN
170.0
020
Into
-435
170601
744
170.0
478
17401
865 1
170.0
506
170A
102
1MO
510
170.0
1118
170A
WI
170,0
1240
170.0
5H
170.0
140
170.0
521
170A
1735
ITU
021
Ins
17M
170A
em
4810
Imol
70O
t70.0
624
170.0
980
00.0
554
t70A
902
170.0
4M
170.0
1433
170A
001
170.0
1275
170.0
4"
170.0
1417
170.0
0O0
154.6
is*
170.0
68D
1327
1616
t70A
8O0
1t0.7
1618
170.0
I9D
606'!6b
Inc
747
170.0
603
170A
1t90
M.0
031
170A
1019
170.0
064
170A
1195
1 170A
1 723
170.0
1346
170A
747
t67A
1101
IX0
755
1392
1406
1111.0
768
110A
1448
170.0
7611
IQtA
1409
170.0
789
641n
Was
707
mo
012
170.0
90
170.0
W1
80.0
11111
17U
764
170.0
1273
170.0
SM
1831
IW6
I170.0
637
1a,
13T0
170A
060
1229
two
170.0
0B1
IOU1376
f70A
!81
01.7
"m
170.0
I0l
Win
IMO
OS
170.0
701
17DA
1003
170.0
TW
15L9
1150
170.0
M
13%0
1159
WA
930
123.0
1166
160A
919
1112
1151
15"
I12
0Z7
1158
1440
WS
79A
1150
1443
106
MA
1f68
144A
M5
631n
170.0
09
170.0
745
190.1
1051
I=
1160
1372
1051
ISLO
002
120.1
1051
142.0
an
100.7
1051
132.3
0.17
90.1
1051
125.7
SW
I0.1
1051
119A
022
81.0
1061
119.1
W1
60A
1051
11R1
am
BON
107.1
69
170.0
7W
1393
067
MIA
005
110.4
967
134A
no
10M
or
121A
777
923
o37
'112A
767
no
9®
tas
7w
00A
m7
100.0
7W
6R7
957
OOA
748
822
157
99.0
7411
721n
12V
304
138.2
606
107.3
dD4
1182
954
01.0
ON
10t.3
671
ODA
00/
91A
6W
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1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
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2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
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4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Sol SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLACK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE
6063•T6 AND BE A MINIMUM OF .10D' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
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TABLE NOTES:
yr FU MULA:
-ANCHOR CAP..,
USE THIS FORMULA TO OBTAIN THE ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
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1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANLMOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIRCATIONS. HOLLOW AND
GROUPFILLED CONCRETE BLOCK UNIT (CMU) SWILL CONFORM TO ASTM C-90. WOOD SHALL
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8063d6 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO SEA MINIMUM GRADE 33 AND
.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .'125' THICK AND A38. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
A10 3 012 ANCHORS INTO WOOD MAY BE STEEL, 18.8S.S. OR 41C S.S.
125•X&wXAw
MULLION
PRODUCr REVISED
met . Iyw' �1rt0deFW111
DaiidniQCOde aI -
raj{ 1lYN1Y
1 a .• L1f.ENS�'' ., T .
No.56705
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A LYNNMILR, P.E.
FL P.E.# 68705
Mullen Capacity Table
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216{
170.0
1486
131A
2104
Iola
1529
1092
2104
170.0
1530
75In
170.0
1122
170A
037
170.0
1340
170.0
1000
170.0
1570
170.0
1200
17MO.0
1322
t6L1
IBM
170.0
1421
140.6,1800
170.0
1500
123•
ON
181.6
150
108.1
UM
154.0
15"
Wa
19W
1527
1631
7aIn
170.0
1151
170.0
067
170.0
1361
170.0
1110
VOLO
1011
17U
1250
170.00
1369
1&.7
1681
1".0
1474
137.4
1801
IS11
IWO
1146
I851
147.3
1473
952
taB)
130.6
1459
Sae
1081
137.5
1454
ODh170.0
1328
170.0
11N
149.1
1396
138.0
1219
127.6
W9B
136.0
ite8
11L61.7
1179
9eA
1190
I102
1162
09S
1998
fOfA
1117
74.5
139D
08A
1122
6).9
17e8
827
1f03
619
1398
76A
t0B6
08In
147A
1229
151.6
1098
122.9
1220
127.6
1070
100.3
1229
111.2
1061
92.
.9
ION
61.9
1220
69.6
1020
737
199
52A
10t6
SIA
1220
722
903
52.7
1229
65.0
977
46.1
12M
62f061n
103.E
071
10"
077
a6.3
Off
89.0
92
74.0
971
77.2
NO
6l7A
an
57.6
971
B1A
a25
61.a
971
SS6
816
434
071
49.0
795
37.0
elf
44.0
7a2
32A
B71
40.5
771
111h
03A
Bt9
9TA
612
70A
91p
51A
B10
Baf
819
7DD
E08
9
7W
81.0
919
56.7
784
17.7
9f9
51.8
774
3AT
019
NA
750
24.1
919
402
742
29.8
919
37.1
73278.5
IN
78A
116
0-9
789
643
705
539
788
55.8
695
472A
686
41.9
783
NA
877
37.7
786
40.6
866
31.5
780
34.9
053
27.0
708
31.0
641
2"
78a
28A
831
43.7
aN
442
1104
36.4
NO
37.0
403
312
645
31.0
491
2L32
463
24.3
US
25.3
479
21.5
NO
2.2A
474
182
015
19A
464
16.6
SIa
172
455
137
618
f6.6
41a
TABLE 1213
AnchorCe ac Tahh
AllcharCSPPattem•
Sub1061c
27k Concrete
36kOmc.
HaDOW QAU
FftdCMV
IT
MAN
Anc�
3Ha0[o uliam
yr BcoUBrazen
N16'Elto
Utaa
3M0'Elo urxm
yr ecout9aea
treaSFxo
AB7eOlIff
Omit Elco
Unto
11r SSBto
A99MCdor
•IOSte9
SOeW(05)
e125W
Snar(G5)
02 SIM
SCM(GS)
Ed9agdanco OnI
1'
2-to
V
2•tlr
3-1fR
V
2-t12
1•
1 2-1
Z•
3-0rF
2'
GAB'
w
0,924'
BobeftW
We
18rr
till•
ITC
r
1-tic
14 r
1-1141
1 1-vr
1.1N•
1.11r
r
15'S•
13'S'
allies
2AnctOSO475'sAILOA.IS1e aMOTOEMGrp(Fl91B
Sale!
W5
4W 03
89D On
164403
2701DI
2e0 Ws
354DB
740106
374IDS
664 im
046MB
MIN
4P120
560 Ns
4ATZfM@2.(Z-MbIO.CiSIftiMM(NOMeOCipOly,3I
740 D6
74DIe
630 DI
U351127
14M In
WA
6W in
WA
O95t0e
WA
Men
WA
602bs
805to
liwas
6AncMnO1.71'Min. 0.0/Stelfl9(ar Mel)CIp D4a4I
BEG DI
50
75B Ids
19461ds
NIA
Hu
7051B
WA
700106
WA
WA
WA
1022108
1327i64
1690Be
4Anclpa ®9'MIIL OA./ 86ArWeCO IMS
liam
GOD IDs
75BDm
1306m
Swim
WA
MtB6
745 Ds
WM5
1B02 is
652D6
60 to
112D DD
6Anchws SMh O.C.I 2a6Arp18CIp3/pop SI
1170i6s
1170 to
10MD9
2MW5
28NDB
8
540 D7
WA
114D t6
I 112226
I IMFJS
MM t6
1022106
19Z/1113
1 168D@s
3ArchDHO1.54'Mh OA.IUCp•IM5.125'AXDL 7T
WA
WA
NIA
IN
IUA
WA
WA
WA
WA
NIA
WA
N61
WA
WA
BAncn=00A4•MD.O.C./UZIp,W0,12SAIM
NIA
WA
WA
WA
HBI
N/A
WA
WA
WA
WA
WA
WA
WA
WA
2I 1a
2Anctors®21i5'B6rt OCfF4:p�1 9I
27005
970IbR
315 D)
74318
712t6
WA
28D t6
H/A
318W7
IUA
/40 Me
I9A
SlItS
142n
660I0f
3AM WS®1.71'Mh O.CIF43p( .10I
443DI
8231a
379 DI
9131s
NIA
WA
36014
1 WA
I 399115
I MIA
I WA
I WA
I fill DI
654m
8/0 Ds
=ANCHOR CAP.,,,
THIS FORMULA TO OBTAIN THE ANCHOR
ACITY REQUIRED' CORRESPONDING TO AN
JAL PRESSURE REQUIREMENT FOR THE
KING, WHEN IT IS LOWER THAN THE MULLION
ACITY (FROM THE TABLE) OF THE SELECTED
N. IT WILL YIELD A MINIMUM ANCHOR
ACITY WHICH MAY BE USED TO QUALIFY
ITIONAL ANCHOR OPTIONS FROM THE
HOR CAPACITY TABLE
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE I: FIGURE 2. FIGURE3: FIGURE4:
• • •
TABLE NOTES'
• •
1) S SHEETINSI FOR INSTRUCTIONSON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR
• • • • •
E METHODS.
FIGURE 5: FIGURE @
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDiOR OPENING WIDTHS IS ALLOWABLE.
• • • •
3) MULLION MULLION CLIPS SHOWN NOT TO SEE 21-2& HOLES TO BE IN
FOLLOWING
• • • •
HE H YEN ON SHEETFOR S 21.23. FIGURES SHOIMENSIONS,
DIMENSIONAL RESTD W SUS
RICTIONS SGGESTED. APPROXIMATE HOLE
• •
LOCATIONS.
FIGURE 7: FIGURE & FIGURE 8: FIGURE 10: ANGLE CLIP
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
(FIGURES 568)
• :: Me BE USED
(CMU) SHALL CONFORM TO ASTM C 90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.MUST
ALUMINUM SHALL BE BOSS 75AND BEA MINIMUM OF.125 THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND.045• THICK (18
IN PAIRS,
GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' THICKAND A38. ALLANCHORS INTO METALSHALL EXTEND AT LEAST3 SCREW
THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL,188 S.S. OR 410 S.S.
r X 4• X.25' MULLION
PRODUCT REVISED
m complying 1vidt do Flarift
BAcceplanct4u j(p-0218.03
Fap�ind Dade �7j)
441w orrOdnaDDa
.101111111H/,"
2• V ;c
uTE
�g�°
.�1�f5`IyN MStI 1ONA�- � ��.
A LYiJER, P.E.
FL P.E.# 58705
TABLE 13A
Mullion Capacity Table bsffl
Opening VWdth
(forvartica*sparin)ng
muipatis) or Opening Height (forhadzordallyLsparn)ng
mullions)
50
In
60
in
701n
Bain 1
00 in
10D in
1201n
14l) In
180 in
Z X 6 X .Z6
Rectangular
Loading
TroplTdang.
Loading
Rectangular
Loadng
TroprTilang.
Loading
Rectangular
Loading
Trap/iitang.
Loafing
Rectangular
Loading
Tlreplidang.
Loading
Rectangular
Loading
MopMang.
Loading
Recterrguiar
Loading
Th3plTrlang
Loading
Rectangular
Loading
T1aplTdong.
Loafing
Rectangular
Loading
Treprrdang.
LoadinO
Rectangular
Loading
11oplTdeng.
Loading
Alum. Tubs
Mullion
iC
a ..
a
yq�
..
$
�
9qQ
g
2i
.19
�
O_g
' , -
�
� ..
..
MA
cis ..
d`
oC
gam.
._
c�
r
� ..
91
1
O_
.
r.
�
..
�G
�
O_�
&
3�
j
a ..
t
p�
J
..
42 in 1
170.0
620 1170.0
435
170.0
7"
170.0
478
170.0
00
170.0
500
170.0
002
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1468
170.0
521
170.0
1735
170.0
521
170.0
1983
170.0
521
46In
170.0
708
170.0
524
170.0
850
170.0
5"
170.0
002
170.0
$30
170.0
1133
170.0
661
170.0
1275
170.0
077
170.0
1417
170.0
650
170.0
1700
170.0
680
170.0
1083
170.0
ON
W0.0
2267
170.0
080
50.0251n
170.0
747
170.0
563
170.0
899
170.0
631
170.0
1048
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
756
170.0
2092
170.0
756
170.0
2391
170.0
'756
64In
170.0
707
170.0
W2
170.0
958
570.0
69S
170.0
1116
170.0
764
W0.0
1275
170.0
803
170.0
1434
170.0
837
170.0
1594
170.0
056
170.0
1913
170.0
681
170.0
2231
170,0
661
170.0
2550
170.0
861
60 in
170.0
585
170.0
701
170.0
1083
170.0
797
170.0
1240
170.0
876
170.0
1417
170.0
944
170.0
5594
170.0
986
170.0
1771
170.0
1033
170.0
2125
170.0
1053
170.0
U79
170.0
1083
170.0
2833
170.0
.1063
63 in
170.0
930
170.0
745
170.0
1116
170.0
650
170.0
1302
170.0
940
170.0
14H
170.0
1015
170.0
1673
170.0
1078
170.0
1859
170.0
1122
170.0
2231
170.0
5169
170.0
2803
170.0
1171
170.0
2075
170.0
1171
68 in
170.0
974
170.0
789
170.0
1169
170.0
903
170.0
1384
170.0
1002
170.0
1558
170.0
ION
170.0
1753
170.0
1155
170.0
Is"
170.0
1210
170.0
2338
170.0
1275
170.0
2727
170.0
1288
170.0
3117
170.0
1288
72in
170.0
1003
170.0
878
170.0
1275
170.0
1009
170.0
1466
170.0
1128
170.0
1700
570.0
1228
170.0
1913
170.0
1315
170.0
2125
170.0
1387
170.0
25W
170.0
1468
170.0
2075
170.0
1529
170.0
3400
170.0
1530
78 b
170.0
1122
170.0
037
170.0
1346
170.0
10811
170.0
1670
170.0
1209
170.0
1794
170.0
1322
170.0
2019
170.0
1421
170.0
2243
170.0
1505
170.0
2692
170.0
1620
170.0
3140
170.0
1694
170.0
3509
170.0
1705
76In
170.0
1551
170.0
907
170.0
1361
170.0
1118
170.0
1611
170.0
12W
170.0
1842
170.0
1369
170.0
2072
170.0
1474
170.0
2302
170.0
1584
170.0
2783
170.0
1700
170.0
3223
170.0
1777
170.0
3863
170.0
1788
90In
170.0
1325
170.0
1144
470.0
1694
170.0
1320
170.0
ims
170.0
1498
170.0
2125
170.0
1853
170.0
2301
170.0
1703
170.0
2856
170.0
1918
170.0
31N
170.0
2125
156.0
3413
170.0
2273
138 5
3413
170.0
2381
98 {n
170.0
1417
170.0
1232
170.0
1700
170.0
1434
170.0
.1983
170.0
1622
170.0
2207
170.0
1794
170.0
25W
170.0
1952
170.0
2833
170.0
2095
iO0.0
f3199
170.0
2338
137.1
M99
166.6
2470
120.0
3199
156.1
2428
1081n
170.0
1594
170.0
1409
170.0
1913
170.0
1647
170.0'
2231
170.0
1870
170.0
2650
170.0
2076
164.6
2781
170.0
2271
146.3
2781
161.9
2333
123.E
2781
140A
228t
105.9
2781
125.9
2234ff
118.0
2190
III In
t70.0
1838
170,0
1454
170.0
1968
170.0
1700
170.0
2293
170.0
1932
170.0
2821
170.0
2149
155.8
2832
1@1.3
2245
138.E
2832
8
2632
128.4
2186
87 8
2832
115.i
2128
108,3120in
170.0
1771
170.0
1see
170.0
2125
170.0
5659
154.4
2252
t589
1901
135,i
2252
141.4
1964
120.1
2252
127.2
1038
108.1
2252
t148.4W113
90.1
2252
99.8
1872
772
2252
889
1838125.1
E2252
1564
128.8
1445
104.3
IW4
105.1
1425
89.4
1561
91.5
1407
78.2
1554
80.7
1390
60.5
1584
72.3
1373
62.6
1584
52i
f564
56.0
1330
44.7
1564
49.2
1305
44.4
t283
TABLE 13B
Anchor
Ca
11v Tablefibs)
Anchor Clip Patterns
Substrate:
23k Concrete
3.5k Cone.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Type:
3116" Elco Ultracon
114" Elco U6racon
5116' Elco
UlUecon
3116' Elco Ultracon
114' Elco Ultracon
114" SS Elco
AgWeGstor
5118" Elco
Uhrocan
114' 88 Elco
AggreGator
$10 Steel
Screw (05)
#12 Steel
Screw (G5)
S12 Steel
Screw (G5)
Edge Distance (In):
1• 1
2-1W
1'
2-112'
3-1/8`
1'
2412`
1'
24W
2•
3.118'
2"
0.48'
0.54,
0.324"
Embedment (a r
1-3/4' 1
1.3/4'
1-3/4'
i-3/4'
2'
1-114"
1. M"
1414'
1.114'
1114'
1.1/4
2'
1-/8'
1-W
varies
2 Anchors ® 4.76' Min. O.C. / Stendasd or Offset Clip ft.1&2r
390 lbs
380 Ibs
450 bs
890lbs
1644 bs
270 No
M lbs
354 lbs
740 On
374 The
664 lbs
940 bs
341 Ibe
442 lbs
5W iR
4 Anchors ® 4.66" MN. O.C.1 Standard (orOffsef) Clip (Fig. 3r
760 ms
760 We
BOO ft
1780lbs
3232 bs
540 bs
560lbs
708lbs
1480lbs
748lbs
1272lbs
1892lbs
652 lbs
US The
1120 lbs
8 Anchors ®1.71` Min. O.C. ! Standard (orOQset) Cip (Fig. 4r
1180 lbs
1400lbs
1010 lbs
2595 lbs
WA
WA
040 lbs
WA
1065 lbs
WA
WA
WA
1363 lbs
1770 lbs
2240 lbs
4 Anchors @ T Min. O.C. / (2) 2r5 Angle Cops i (Fig. 5}.
7601bs
780 lbs
680 bs
1560 lbs
1896 fbs
540 to
660 lbs
WA
780 lbs
748 [be
No lbs
1892lbs
682 bs
US The
1120 lbs
8 Anchors @ 3' Min. O.Q 1(2) N5 Angle sips I (Fig. Or
1560 lbs
1560 lbs
1350 lbs
3120lbs
3702 W
1080 lbs
1120 lbs
WA
1520 lbs
1496 rm
1760 bs
3784 lbs
1353 lbs
1770 Ibs
2240 lbs
12 Anchors ®1.5 Min. O.C.1(2) 2r<5 Angle Caps / (Fig. 7r.
16M lbs
1 2100 IM
1440 les
3780 Ibs
WA
WA
i3M be
WA
15001be
WA
WA
WA
2045 lbs
26M lbs
3360 lbs
4 Anchom ®1.34" Min. O.C. I U-alp, Into .12V Alum. (Fig. 8r
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
N!A
1430 lbs
8 Anchors ® 0.64, Min. O.C. I U-alp, into .125' Alm. (Fig. Br�390
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
2B61 Ibs
2 Anchors @ 4.68` Mar. O.CJ F C6p (F1g.10):
Sus
a II>s
45p bs
8901bs
1816 the
270 Ibs
280 Ibs
354 bs
740 b5
374 lbe
638 Ibs
948 Ibs
341 lbs
442 Ibe
560 Ibs
4Anchors 1.71"M1a.O.CJF (Flg.11r90
bs
700 bs
PAS lbs
1298 Ibs
WA
WA
4701be
WA
533 bs
WA
WA
WA
8621ba
885 Ihs
1120 the
NOTE: FOR THE OFFSET CLiP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE & FIGURE 9: FIGURE 10: FIGURE 11:
60
FIGURE 5: FIGURE 6: FIGURE 7:
ANGLE
• • • • • • • • CLIP
(FIGURES
• • • • • • • • 5-7)
MUST BE
• • • • • • • • USED IN
PAIRS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP.) X \ ANCHOR CAP.,,,,,, \ _ ANCHOR CAP..
`MULLION CAP.,.,..
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN 1T IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
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 25 FOR INFORMATION ON
LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS
21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILI
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATEI
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL
BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S. OR 410 S.S.
I---2.000"-"l
2'XO'X.25"
MULLION
6.000'
LL
`-i It
PRODUCT REVIS13D
as complying with the nid &
Building CDd@
Acceptance No
B"ir Date rdo'Ll
-- ---- - -- -
M9199e CyaWW Table
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(rand re
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(7orM wdnO m ew*)
60h
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701n
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400b
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100In
126"><211"
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426
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1459
419
1030
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1958
414
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5W
134.6
411
8R1
626
174.1
411
721
626
134.1
411
Oki
am
134.1
411
61.5
628
134.1
4"
431 1
US
1134.1
411
bti
O0b
1 iW
1 1040
933
6R6
403
84.7
326
89A
407
WA
320
0R4
401
01A
311
MY
403
7R1
316
483
403
76.6
3H
4R3
403
7E6
314
3L6
4m
7S6
3H
802
AI03
70A
3H
6mm51n
m.3
362
m.0
301
OSO
30
7R3
2D4
6"
382
71.91
20
51.5
3m
572
2m
4S7
382
1 64.6
294
412
302
SLB
20
34.3
2B2
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20A
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036
260
257
902
626
203
61N
W.6
310
74.1
207
60.5
310
642
26/
4E5
318
57.7
1.268
424
318
US
253P213
60.0
250
US
316
AIRS
249
2R3
318
49.1
240
242
318
4R1
245
212
s11
4R1
243
m17
AIRS
256
6@1
218
4L2
260
46.7
214
3E3
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40.7
210
3RO
253
07.2
207
34.9
204
2L7
250
33A
2m
10�
258
32.2
201
17.7
256
32.2
201
ISO
2'b
322
201
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427
2S4
4S8
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3S8
234
39.1
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234
34.7
102
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21.4
234
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17.6
294
2O6
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1E3
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13.1
234
23.5
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37.2
213
32.4
1S3
31.0
213
327
179
2R6
213
29.8
176
232
213
21.0
173
25.1
170
ISO
213
237
1W
1S6
213
222
187
13O
213
22.0
108
11A)
213
220
106
72h
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179
3D.1
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229
119
218
112
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2E4
140
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161
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135
1S2
761
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133
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225
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17.5
120
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TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL. INSTALLATION METHODS.
FIGURE 1:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-M
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSUR&TRFATED
YELLOW SOUTHERN PINE WITH AN 80 OF 0.55. ALUMINUM SHALL BE 6063.T6 AND BE AMWIMUM OF ,125
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046• THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT
LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 $ 012 ANCHORS INTO WOOD MAY BE STEEL,1" S.S. OR 410 S.S.
f
)Xk•"••• ""•••••• ,�"„�-ANCHORCAP.-
MULLION CAP..o,"..
THIS FORMULA TO OBTAIN THE'IINCHOR
4CITY REQUIRED` CORRESPONDING TO AN
UAL PRESSURE REQUIREMENT FOR THE
NINO, WHEN IT IS LOWER THAN THE MULLION
NCITY (FROM THE TABLE) OF THE SELECTED
LION. IT WILL YIELD A MINIMUM ANCHOR
NCITY WHICH MAY BE USED TO QUALIFY
ITIONALL. ANCHOR OPTIONS FROM THE
1-1.266•- 1
2.1I18•
L .125'
128•X 211' X .125• MULLION
INTEGRAL FIN MILLION)
PRP.DUCT REVISED
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TABLE 15A
Nu11bnCapacity
T9bb
Openln01Mdthgor w19c&%vpvMrg
)orOp/fltn0 H910(10riGil70l601:aparwin) )
solo
cob
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10001
1201n
140In
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32f 30
1
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R6o1M M
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usft
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►Daft
VEMAL
BAYIMLL
f
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glo+AnO
42b
U0.0
640
170A 1
430 1170.0
7N
170,01
476
170.0
008
170.01
500
170A
992
170.0
510
170.0
1110
170.0
521
17&0
MO
IMO
521
170.01
14N
IMO
521
170.0
I738
IM.0
621
149A
040
17W
621
4810
Val)
708
I=
626
170,0
060
IM0
604
17Q0
N2
V0.0
O30
170.0
1133
170.0
6N
f7U
1276
/70.0
677
170A
14fl
170.0
060
1�.Z
1612
170.0
80D
130.6
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170A
f60
Lt{2
16?Z
170.0
000
5011161.
ROA
747
110.0
sn
170A
096
170.0
631
110.0
100
170A
684
170A
1195
t70.0
723
1TUA
I 130
MO
747
INN
1443
17U
760
13U
1443
IIU
766 11172
1443
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730
102A
N43
17W
760
641.
110A
11T
170.0
612
IMO
W
170.0
691
fl0A
1t10
170.0
704
IMC
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17&0
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IW4
1363
170.0
837
144.3
f363
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668
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1353
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001.
103.1
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flat
W
f02
0363
170.0
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sob
Lr6A
666
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701
170A
10"
I70.0
707
167A
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170.0
V6
140.1
1216
WU
944
120
1218
M11
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116A
1218
f62.1
1174
NA
1210
14a1
JIM
NA
1218
U&I
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MI
MIS
148.1
913
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V0.0
930
170.0
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1110
170A
650
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1150
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073
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1160
1630
914
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1160
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105.1
1160
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0 5
07.0
1150
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116D
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670
66.T
1160
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170
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110.0
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IMO
.709
152.4
1040
160.9
W
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1010
14U
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114.3
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101A
1046
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63f
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1040
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030
702
1046
109.4
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1002
618
57.1
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1092
510
7210
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764
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125.0
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810
110A
734
60.0
060
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7'Z2
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712
70.4
600
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792
093
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70.6
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120.1
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71.7
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63.1
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61.6
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60.2
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77.1
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730
70A
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66.4
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00.4
462
760
69A
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3/A
730
662
f60
34A
730
66.6fob
72.f
513
74A
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80.1
=
629
491
5U
483
45.1
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40.2
473
40.1
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44.4
468
3&1
563
4U
402
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693
392
462
25A
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33.3
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226
503
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NA
4W
613
443
4f.6
465
61.5
433
448
427
37.1
405
3U
421
33.0
495
IBM
41
20.7
495
332
409
24.0
495
20.1
4W
212
413
2LO
314
100
495
25A
390
106b
4.7
39f
42A
353
36.8
391
36.9
348
MA
362
26.1
3M
2T8
337
232
311
21S
333
20.9
391
�12A
328
flA
391
102
321
14A
321
17.6
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38.4
3'l0
302
333
MO
SO
33.0
330
28.6
325
21.0
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2"',
320
21A
370
22A
316
192
370
20f
312
160
370
i&I110b
30A
317
969
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284
2Z.6
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317
17.9
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144 IN
1951
210
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TABLE 15B
Anchor
TabM 11
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2730wmw
SATCa¢
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9108kY
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11128t0d
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740b
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700b
100b
790b
7070b
2623b
610b
060b
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662b
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1120b
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FIGURE 1:
FIGURE 2:
RGURE 3
ANGLE CLIP (FIGURES 13) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21.23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL. RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS
4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECtHCATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK( UNIT (CMU) SHALL CONFORM TO ASTM C-9D. WOOD SHALL BE PRESSURE TREAT®
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-76AND BE A MINIMUM OF.12V
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.12V THICK AND A36. ALL. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & Al2 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S. OR410 S.S.
hm:nvn um-uii■ w uo4mtal
ANCHOR CAP.,w
THIS FORMULA TO OBTAIN THE'ANCHOR
50TYRE:QUIRED• CORRESPONDING TO AN
UAL PRESSURE REQUIREMENT FORTHE
MING, WHEN IT IS LOWER THAN THE MULLION
4CITY (FROM THE TABLE) OF THE SELECTED
LION. R WILL YIELD A MINIMUM ANCHOR
4CITY WHICH MAY BE USED TO QUALIFY
IT(ONAL ANCHOR OPTIONS FROM THE
HOR CAPACITY TABLE
31Y BAY
MULLION
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.37s
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2ow
3T76'
1
1' X r X.378' MULLION
6053.70 ALUM.
XSECTION
7 ,
i
5.500' CUTHERETO
.37E
3.12s CREATE F-CLIP, SEE
Mfn
r DETAILF, SHEET
II
RE
I I
A
J
L.------- J
STANDARD CLIP
6063-T6 ALUM.
ZxWn-
EROF ANCHOR HOLE MUST LIE TOPVIEW
HIN THE DASHED BOUNDARY. SEE
SHEETS 6.17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER. ANCHOR DIAMETER +intr.
6.500'�
,37MIN.
MIN.
MIN.
r---- -------L-------------
I -- -- D I B
1 I I I I
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I
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.127 W03.76 AUJM.
TOPVIEW
--1 1.00(T' r-
.12s
2760,
V X VY X.375' MULLION
6003-76 ALUM.
XSECTION
1
I 2.125'
UCUP
I 6053•TSALUM.
%SECTION
.126'�� .74(P
F-
F 1
.33V MIL
A I UCLIP
6033•TO ALUM.
TOPMEW
ZCHTEROFANCHOR
LE MUST LIE
THIN THE DASHED
BOUNDARY.SEE
SHEETS S-0 FORTHE
ANCHORO.C.
DISTANCE. MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER + VI(r.
TABLE B
1' X 2.7sX .55W MULLION
6083•T6 ALUM.
%SECTION
2MANGLECUP
608346 ALUM.
2 i %SECTION
jI� .126'
6.000'
.3T5' N.
-----------------' 2X5ANGLE CLIP
6W3•76 ALUM.
TOPVO:W
!CLE.TMERGF ANCHOR HOLE MUST LIE WITHIN THEBOUNDARY. SEE SHEETS 517 FOR THE
ANCHORO.C. DISTANCE MAXUIUMANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ 111W.
Mull Dimension (tlleotA)
PGT Pa1t A
Mullion
8UL Clip
Ofhot CIIp
U-Cllp
Mille Clip
1' Xr X.121r (6)
66M
ONI13M
6681116M
6882A3M
686511M
1' X r X.37ir (6)
688006
666114M
6661119M
SBUMM
S86612M
I-X2715-X.376-(7)
66807
60115M
6881120M
688245M
666513M
1' X2.76' X.SW (8)
68808
660116M
6681121M
656246M
688514M
1' X3.126' X.60D' (0)
66SYN
8881116M
6661114M
666242M
888616M
1,28'X3.16r X.266'(12)
66841M
6661117M
6661113M
868241M
68B616M
1.2s X211° X.126 (18)
69: O
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WA
14IA
668317M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 6.20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
[-1.2w- l
211E4' .125'
12V
.900' T
1.46'X 2.11' X.12S' MULLION
6063-TS ALUM.
XSECTION
TABLE A
Dhmndon
Value pn)
For Mullion:
A
1.625
1' X2• X.125'
'Alurninun
Tube Mu11bn
B
2.6%
c
0.896
D
Q740
A
1,126
V Xr X.37f
AlUmhuen
Tube Mullion
B
2404
C
0.836
D
OA90
A
1.876
1' X2761" X
.376Alumin
T1be Mullion
B
3.000
C
0.767
D
1.118
E
Aw Mh
A
1 1.312
1' X 276' X
Alumh m
Tube Mullion
B
3.000
C
0.476
D
0.838
A
20D0
T X3.12F X
.600' Alum
Tube Mug
B
2837
C
0.883
0
1.137
A
2626
12s X 3.1 m
X ?86' Tube Mullull
B
3.262
C
0.682
0
1.762
A
1.813
1.26' X2.11'
.121' Alan
Tlbe MUM
Rai
``\ 6 i LYNN
..
,O '• 1LU
, �
:O FLORIOP,
A. LYN011R)�.E.
FL P.E.# 68706
--� 1000• --� 1.000' r
4A)W 4.000'
A2s
.12s
.1
.37s
1'XCX.12V 1. rX.37V
MULLION MULLION
6063-TO ALUM. 6003TO ALUM,
X,SECTION X-SECTION
tl=
t2W3.100'00'.loll'T
4'
h-
13SX3.25'X.100'
1.2V X 32W X.62C
MULLION
MULLION
60D5-T5 ALUM.
6 W S75 ALUM.
XSECTION
X4ECTION
2661"
1.37T� .12
1�
1
.126' I
.1Zs
30,
I
9.2M0'45' BAY MUL"a
30' BAY MULLION
60a318 ALUM.
601i3-T6 ALUM. I
X4ECTION
x-SECTtoN
262s
29 W
12S STAN
f{063-76 -T8 ALUM.
XSECTION
I
72s
PX4X.376'
'r-MULLION
6083TSALUM.
XSECTION
r
--I .820' 1--
12rX3.04'Xd2A'
MULLION
6005•75ALUM.
XSECTION
2
740'
. }1 �.12W
III r
2.126' 2.000' 2XSANGLECUP
�� 6003-76 ALUM.
eoea Te a uM. X4ECnoN 12s
X-SECTION
.12s-T-
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5 0 FOR THE
ANCHOR O.C. DISTANCE MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ IIIV.
6.600'
.376'
CurHERETO '
9.12s-----•�- CREATE SCUP. SEE
•3
MN.
DETAIL F, SHEET 4
1 1
I
r-------- i
I 1
I I
1 {
1 1
1
1 1
1 1
1
I 1
1 1
I
I I
TV
I I
4—
I {
1 I
1
1 1
F
s
I
.573'
�• CFNTEROF
ANCHORHOLE
MUST LE WITHIN
THE DASHED
BOUNDARY. SEE
SHEETS 5.20 FOR
i MHEANCHORO.C.
DISTANCE
MAXIMUM
ANCHOR HOLE
DAMETER.
ANCHOR
DIAMETER+ ItHr.
1
£ L STANDAROCLIP U-CUP
CENTER OF ANCHOR HOLE MUST LE 6033•T6AL.UM. 60078ALUM
WITHIN THE DASHED BOUNDARY. SEE TOPVEW TAW
SHEETS &20 FOR THE ANCHOR O.C. TAR] F C
DIAMETER: ANCHOR DIAMETER +111r.
—3.480' 660—
21s 37s
MIN. 1
2.25V I17
I I I
1 I I I
i-.581'+4 22sJ i-.981-4
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 6.20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS ?A FOR GENERAL INSTALLATION METHODS.
1
I
I
I
\ I
/ I
1
OFFSET CLIP
600TSALUM.
TOPMEW
Dlmenron
Valum Pu)l
For Oman.,
4
O
1.000
.12s
Atumkun
H
26W
1000
716a IAmm
F
1187
i'X4'X
G
057
.375
AWMIR=
H
O
I
3000
lbbe &'T'
F
2260
i26'X3.26'
0
Q750
X.100
AIMIUM
H
L500
1
3250
Two Mallon
TAMI F r1
r----------------------
1 I
I I
I 1
1 I
t
1 1
1 1
L---------------------'
TARI F C_ (IONT
D(mviWon
Valus Pn)l
For Mullion:
O
a600
X.8w
Alumburn
Tuba Mufion
H
1
1A
3.250
F
G
2A25
1.125
12s X A4'
XA24'
Alamlwm
Tum MWIIIbn
I
1,500
3.260
2813
30' Mull
F
2.675
45• B Mu6
NMI DJmOmdon
POT Pa(!
Mullion
SW. alp
OIM1ClIp
U4/Hp
AngleCUp
12S (10)
69384
086111M
611811=M
SWAIM
ON510M
376' (11)
6010
SWIi2M
US1123M
68PA2M
aMiRM
ofshootf)tf)
V-r(ll)
SM
SMUM
OW1123M
6DR421A
366M16M
X.10V (13)
2D1SO
0061127M
M1124M
S632410M
636M11MM
X.BWW(14)
20161
63M128M
401125M
6107AIlM
6=11
X.024' (15)
20162
8a31117M
801125M
5=41M
S38M17M
w(iD)
SO34o
WA
F WA
I WA
S63M110M
45Db9a(m
66550
WA
I WA
IWA
Q665111M
MIN.
2X5ANGLECLIP
-CoUCT REVISP.D
as mmPlying with Oro Floda
BiP�>� �4t.4Clir.itw�4yi
\YNN ly/,
a 140 s6705 7c
t[ f �=
A. i'y
)p,yrirCR �,E.
FL P. 58705
TABLE E �1
1I�
STANDMDCUP I UTOAL
-TO
UM. pp� g
8063TB ALUM. I 8063TB AWN.3-T8 ALUM. 8
NOT • XSECTION 2.125' X-SECTION 2000•ECTION LLI
1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING 1 .125' I .12W .126' % t0
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. LT L Q)
2) SEE SHEETS &20 FOR SUGGESTED, APPROXIMATE I•-,.49o•--I r O
HOLE LOCATIONS
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1. �
VI
�I"� 5•00W .376' LU o O
2.00IP .375, Q .375' 1 MIN. m z U)
MIN J
Z-- -- T--------------------- 1 Z LU
1 I a z
4,000' 1 I a S
T- - - - - - - -1 U
.250' Z,�X,21'; 3.438' rC 9.438'cTION376' z
L---------------------�4f
MIN.
UR 2' X 8083T8 ALUM. 260 ANGLE CUP
3
a 3
CENTER HEANCHOR HOLE MUST LIE 8083'Ri ALUM. BED R 2' X 4' MULW SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 8083T8 ALUM. d Z N
.250' WRHWTH20FORTHEANCHDASHED ARY.SEE. TOPVIEW TOPVIEW SHEETS EDASHEDBOUNDARY.SEE TOPVEW mO
SHEETS S20 FOR TMEANCNOR O.C. SHEETS 5,20 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER. ANCHOR DIAMETER •,I18'. WITHIN THE DASHED BOUNDARY. SEE DIAMETER: ANCHOR DIAMETER 41/18'.
SHEETS 5.20 FOR THEANCHOR O.C.
. 5.50p- DISTANCE MAXIMUM ANCHOR HOLE
CUTHERETO DIAMETER ANCHOR DIAMETER +,/}8'. S.00D'
j--2.000'--( 376• 3-60p CREATE F-CUP. .3W
MIN. ti f _ SEE DETAIL F. MIN. re 376'
SHEET4. MIN.
.375'
I I
I I I I 1 I
1 I
1 I 1 I I 1 .•:t(iDUCT' REVISED
I 1 asmmplyie3wilhdsoRDId
1 I 1 I Building
i ; E im
m 4.888" y
.2 6.000' rK -�- T- --r t5.438' rt +--------ud'_5.438' 5.438' 1 11II 111II
2'XCX25'MULL
6083-T8 LUM. i I i I 1 I )t : No. 58705
&SECTION 1 I .376' 1
`-------- -- ---------' -- -- L------------ -� MIN. - I
jsT} 4?1
L� ' :PIOR10?•.•'' `ate
.2�, STANDARD CLIP U-CUP 2X5 ANGLE CLIP �11``Q
8083•TBALUM. 8ae3T8ALUM. 5083TOALUM. �S�OfdAl_ ��.•
TOP VIEW USED FOR 2' X 8' MULLION. SHEET 17 � TOPVIEW i 1
TOPVZEW A LYW WItedR. P.E.
Fl. P.E.4 68705
Mull Dimenelon
(sheets)
POT Prrt#
MulUon
Std. Clip
U•Cllp
Angle Clip
2' X4' X.25' (,B)
88802
888281M
88027,M
8685112M
7' X8• X.25' (17)
88804
888282M
888272M
8885113M
CUT HERETO
3.600'-� CREATE F•CUP'
F I SEE DETAILF.
r-�4
,375'
MW.
I
I
1
I
I
I
I
I
I
1
I
1
1
I
I
I
1
1
I
1
�_ STANDARD CLIP
EXAMPLE V SINGLE VERTICAL MULLION
7Y
MULLIQ
LENGTH
NOANCHORS IINV NDOWWSILL
III —GULL WVID1x
IS KNOWN TO BE WOOD ON ALL FOURSIDES. THE WINDOW FRAME DEPTH IS 2.11r. THE OPENING REQUIRES A DESIGN PRESSURE OF+60.OM.0 PSF.
1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 72- AND THE OPENING WIDTH IS 3r+32+1-=67. REFERENCING SHEET 25,THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-11V AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+80.OM.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A SHEET T, THE 1' X 275' X.375' MULLION (LENGTH = 7r, OPENING WIDTH = 7W) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-68.3 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A. SHEET 8, THE 1' X 2.75' X.860' MULLION (LENGTH a 7r, OPENING WIDTH - 70*) HAS A DESIGN PRESSURE OF *727 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LDS.
2) USE TABLE 413 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4) $12 ANCHORS AND THE 2XS
ANGLE CLIPS WITH (4) 012 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MUUJON SYSTEM, THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
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.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS 41-MO PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF WS LBS. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
(60 PSF) X ` 636 LBS 52CO LBS (MAYBE USED TO QUALIFY M 10 STEEL SCREWS FROM TABLE 40)
gatY
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADERAND SILL THE WINDOW FRAME DEPTH IS 2-W. THE OPENING REQUIRES A
g W
DESIGN PRESSURE OF +50.0R-55D PSF.
- FOR THE VERTICAL MULLION: -
.--
Q W p
N
'
1) INITIALLY ASSUMINGTHAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32-+7r+1'=10HP AND THE OPENING WIDTH IS 36'+3V*l- dW. REFERENCING SHEETS,
•
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2,VrAND WILL
PSF. TABLE NOT THE SIZE, THE NEXT
W
EXAMPLE 2: MULTIPLE MULLIONS
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50,01-0.0 IF THE DOES SHOW EXACT USE LARGER SIZE AVAILABLE.
8 d
1)0. 1
FROM TABLE 3A.SHEET 7.THE 1-X2.76'X.37rMULLION (LENGTH =10r.OPENING WIDTH= SOP) MEETSTHEDEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS+616.1PSF
a Y
MVLLwIDTH-� r-
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
y
U
FROM TABLE 12A. SHEET HL THE 2-X 4' X.260' MULLION (LENGTH =10r. OPENING WIDTH =SO') WAS ADESIGN PRESSURE OF+1B4.7 PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
Q
a O
aam
3Y S>£TAILS
FINESTMTK7N SHEETS
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD r TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+38'+2-74, NOT73' AS PREVIOUSLY
a It
, �o
i
PRODUCTS
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILLAPPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY SE REDUCED TO MAINTAIN
u4Rwu
THE 73' DIMENSION (36.11rr+35.1/1'+2'=73�
2) USE TABLE 120 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FORTHE CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME THE POURED
�A1.I I
CONCRETE HEADER AND SILLARE 8' WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 0', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.
MULLION -`S5� -
USING THE STANDARD CLIP WITH (6) W16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-UrGIVESAN ANCHOR CAPACITY OF 105D LBS WHICH IS GREATER, AND
SEE LENGTH DSES. IXSEE
HEIGHT SHEETS 2.3 SHEETS
THEREFORE SUITABLE, FOR THE REQUIRED ANCORCAPACITY OF971LOS.
FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR
BECAUSE THE VERTICAL. MULL WILL BE A r X 4' X 260' MULLION, N THIS EXAMPLE WE WILL MATCH THE HORIZONTAL ADD VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
MHORIZ IRLTN 7
MULLION TYPE COULD BE CHOSEN,
PRODUCT REVISED
1) THE MULLION LENGTH IS 36- AND THE OPENING HEIGHT IS 3r+7r+r =106'. REFERENCING SHEET 25, THE COLUMN USINGTRAPEZODALIIRUWGULAR LOADING MAY BE
USED. FROMTABLEI2A.SHEET 16,THE 2'XCX25M MULLION (® LENGTH =4r,OPENING HEIGHT =120')WASADESIGNPRESSURE OF+1-170APSFWHICHEXCEEDS THE
03 eel - wfh DLa BIaft
n
No16'02Jb.0,9
REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THISAPPLICATION. NOTE THE ANCHOR CAPACITY R E-QUIRED OF 621 LBS.
D� ?AQ�
SEE
MAILS,
2) USE TABLE 126 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE, ASSUMETHE CMU JAMBS ARE 0'
By
SHEETS
za
WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THEW. CARE MUST BETAKEN TO MANTAINTHE FASTENER'S EDGE DISTANCE. USINOTHE 2X5 ANGLE CLIPS YIIRH
M' Dade ProdLW
(4) 3H6' ULTRACON ANCHORS AT AN EDGE DISTANCE OF T GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
A l 1 I I I 1 I
ANCHOR CAPACITY OF 521 LBS.
( W.YNN M1 ''jai
tTWt 3e;xawz4)
NULLHLom.
FOR THE U-CLIP IN THE HORIZONTAL MUWON TO VERTICAL MUWON, USE THE SAME ANCHOR CAPACITY OF fi21 LBS. TABLE 128 FOR THE U•CLIP SHOWS THHE ANCHOR�''WCENSF'
\\�� ON
4F�L6&
L40PENM
CAPACITY IS1074LBSAMENUSING3ANCHORS.WHICHISGREATER,ANDTHEREFORESURABL,FORTHEREQUIREDANCHORCAPACITYRREQUIREMENTOF621LBS.THE
•'.
WIDTH FORVFRTId1L A9AL
ANCHOR TYPE IS A 012 STE" SCREW.
Z7 r 1:
140..�0705
FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE 18
+1.64.7 PSF FROM THE VERTICAL MULLION;+1-170.0
Ll
TAK
PSF FROM THE 38'HORIZONTAL. MULLION ATTACHING TO CMU;
=U.
+1-170.OPSFFROMTHE3WHORIZONTALMULLIONATTACHINGTOTHEVERTICALMULLION(INTERSECTION).
5�J�
THE LOWEST DESIGN PRESSURE IS+1.64.7PSF AND WOULD APPLY TOALL OFTHE MULLIONS.
%�-••. FCORIOP.•'�� `:
'i S`S1QNn(
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRODUCTS. WALL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
A. O'AN NIIUBLI P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
FL P.EJ 68705
�
c
- \
1
�
EXAMPLES OF <
pod bk&—
ING OF VERTICAL MUI
WINDOWS NOTANCI
�1:
r�
+I I/
111"m
I Evil
►/' %,-`1
6
I
1
1
I
I
1
I
I / /
LOADINGOFVERTIOALMULUON • IAADINGOFHORIZONTALMULUON 1
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
1'
1 PIN' PW
1
1
—
P y
(g
Z
P,
O
2
2
a
yyp
SWDH
dd
4�
1
LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
Apo
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTALMULUONS
1
PW
EXAMPLES OF TRAPEZOIDAL/IRIAN ULARLOADING:
i nAnimn nF mm7nNTA1 PA it I Inm
HINGED
V DOOR
I MULLION
PW PW;•ROiIUCTR6V15ED
�
•u �PI7ie6 �rilh Co Florida ,I)oRawwosARE GdldindCode
I - RERESENTATIONS OF TYPICAL Acogxanoo No p
1
1
/ I PW
I
I
PW 1
PW -
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
1
I
1
1
III/II/
PW
CONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOTPw
BE DETERMINED. USE
IMOn Dee Y0Z7
Mi ltioduu
\����y LYNN qr r�44
qL ,.••• ••. •�C[ i
��
Pw
RECTANGULAR LOADING.��
• �LCENSF• '•.Q
sI SEE PRODUCTS' APPROVAL FOR
1 No. 58705
ACTUAL ANCHOR LOCATIONS.
r✓1 g'�L6 D==
u .�'
,l LrJ�
ST MLOF
SON OF VERTICAL LOADINGFw� ZONTAIMULLI. a LY•Wt�) i Lt,'d.E.
FL P.E. 68705