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1'�Busines
�} Product Approval
Professi9,�nab USER:Public User
Reguilation
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Pr,.,pct Anorowd Menu>Product or Application Search>Application List>Application Detail
FL#
541 ' 1""". Application Type
Code Version
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 22318
drua rk@pgti nd ustries.com
Authorized Signature Jens Rosowski
irosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/IS2/A440 2011
AAMA/WDMA/CSA 101/IS2/A440 2005
AAMA/WDMA/CSA 101/IS2/A440 2008
ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002
ASTM E1886 2005
ASTM E1996 2012
ASTM E283 2004
ASTM E330 2002
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEV XQwtDgsbCUITKel2ODu... 2/2/2016
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 10/07/2015
Date Validated 10/08/2015
Date Pending FBC Approval
Date Approved 10/11/2015
Summary of Products
FL# IModel,Number or Name Description
1435.1 ISH-200 Aluminum Single Hung Window(Std.Meeting Rail,inc.Pass-Thru)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 fi17 C CAC Certification SH200.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/28/2016
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL1435 R17 Ii SH-200.odf
and anchorage information.The Pass-Thru version was not tested for Verified By:A.Lynn Miller,PE 58705
water infiltration. Created by Independent Third Party:No
Evaluation Reports
FL1435 R17 AE SH-200 Evaluation.odf
Created by Independent Third Party:No
1435.2 SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail)
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL1435 R17 C CAC Certification 2001-1D.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/08/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL1435 R17 I' SH-200HD.ndf
and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports
FL1435 n17 AE SN 20OHD EValuat,on.pdf
Created by Independent Third Party:No
1435.3 ISH-400 Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R77 C CAC SH-400 Certifications.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/21/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL1435 R 7 II S9--400c.odf
and anchorage information. Verified By:A.Lynn Miller,PE 58705
Created by Independent Third Party:No
Evaluation Reports
FL1435 R17 AE SH-400c Evaluation.odf
Created by Independent Third Party:No
1435.4 ISH-500 WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R17 C_CAC SH-�p0_Cercificetion R,A.P-rif
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/27/2016
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL.1435 k17 I' SH-500c.odf
and anchorage information. Verified By:A.Lynn Miller,PE 58705
Created by Independent Third Party:No
Evaluation Reports
FL1435 R17 AE SH-500c Evaluarion.odf
Created by Independent Third Part
1435.5 WinGuard Multistory Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In H Z:No FL1435 R17 C CAC SH-800 Cerdfication orr
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistan - c: 09/07/2017
Design Pressure Imstallatior I65Yructiins
Other:Please see the Installation Instructions for design pressure,size 4� t2, I �k._ "t.
and anchorage information. fi ynn Mid. .58705
Created by Independent Third Party:No
Evaluation Reports
FI-1.435 R17 AF SH=800c_EvglkLaticn aef
Created by Independent Third Party:No
1435.6 SH-5400 EnergyVue Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R17 C CAC SH-5400 Certification.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/13/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL1435 R17 I'_ SH-5400.odf
and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports
FL1435 R17 AE SH-5400 Evaluation.ndf
Created by Independent Third Party:No
1435.7 SH-5500 WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R17 C CAC SH-5500 Certification.adf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/01/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL1435 R17 II SH-5500.odl
and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports
FL1435 R17 AE SH-5500 Evaluation.odf
Created by Independent Third PartyNo___
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Florida Building Code Online Page 3 of 3
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessiblllty Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electrogic
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
R xGF:ecA M
5C Wr.L B.thftxli:.i'
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKe120Du... 2/2/2016
�r
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GENERAL NOTES:
1)THE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO COMPLY WITH THE FLORIDA BUILDING ANCHOR LOCATIONS 8 SPACING
CODE FOR THE DESIGN PRESSURES LISTED.
2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" ADD 1 ANCHOR ADD 1 ANCHOR
THICK.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS 53-118"MAX.TIP-TO-TIP -- 53-1/8"MAX.TIP-TO-TIP F�
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS AT MID-SPAN -- 52-1/8"MAX.BUCK--J AT MID-SPAN jzzt�512-11/8"MAX.BUCK ---DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. FOR WW>39" 17-3/4" FOR WW>39" 17-3/4"
ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE MAX �+ MAX
BY OTHERS.
— ------ ------ ---
3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM 3-5/8"MAX 3-5/8"MAX I I
CENTER OF ANCHOR TO SUBSTRATE EDGE(EXCLUDING T I I I
FINISH OR STUCCO). I I I I I
I � r
4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT / -1/2"MAX 7-1l2"MAX
IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS 76"MAX. I ( I /
CAPABLE OF TRANSFERRING APPLIED LOADS. /
TIP-TO-TIP I 76"MAX. I
5)ANCHORS SHALL BE COATED OR CORROSION T 75" TIP-TO-TIP
RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. 10-1/B" I MAX. I I MAX.
DISSIMILAR MATERIALS SHALL BE PROTECTED AS
REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE MAX BUCK BUCK
10-118" I I
PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED
IN THE FLORIDA BUILDING CODE. I / MAX
—
I I
I I
6)ADHESIVE SEALANT SHALL BE USED BETWEEN I I I 7 1/2"MAX
SUBSTRATE AND FLANGE OR FIN.OVERALL I 1/2"MAX 1 I
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE
OF INSTALLATION SHALL BE DONE BY OTHERS.
f I I .� I I
7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE 3-518"MAX 1 3-5l8"MAX I I
SOUTHERN PINE,2.7 KSI CONCRETE AND CONCRETE - __
MASONRY UNITS COMPLYING WITH ASTM C-90.GLAZING
COMPLIES WITH ASTM E1300.
FLANGE FRAME, FLANGE FRAME,
8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS EQUAL-LITE SASH STYLE ORIEL SASH SME
ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR
WAS USED FOR THE EVALUATION OF WOOD SCREWS.
TABLE 2:
9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE Min.Edge Min.
TABLES,ALWAYS ROUND UP TO THE NEXT LARGER Anchor Type Substrate
VALUE. Dist. Embedment i
Wood(Southern Pine) 1/T 1-3/8" i
i
012 Steel SMS Steel Stud Gr 33 318' .045(18 GA)
Aluminum-6063-T5 318" 1/B"
TABLE 1: Steel,A36 3/8" 1/B"
Buck Size Design Pressure Certification Test 1/4°Masonry Concrete 1"
Width Height Sash Style (A psf I -)psf Options Numbers Reports Thor Hollow CMU 2-1/2' 1-114"
1Jj, Nq`Rei f?" nG - NOTE:FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MIN.3 THREADS
�y BEYOND INSIDE FACE OF MATERIAL.
IIIIIII17�rr
•�. L,I\,-�, � j psiw'Bp: m: Wtrld IrE NCIdNi1T(�S.G'Q4p1p WIrAA® j�\`'�1"'" �J/C` '� J.ROSOWSKI 03116/11 ALUMINUM 6063-T6 �''8�� ^•0i�NL
/Q'6Rrt6M0 WlSL AVOPRO�WFURIM✓OFM
\C,'••'�',•_ C• 6Y NR lNriabc D0CLwf wU vRRSwoR=#1
M-.55705l
• -d.� � AW RMaINirIWr71EEA'I�WRRS!
® Omv�pm.
j p 6 I S ! 1070 TECHNOLOGY DRIVE
'7••, ST..TF.OF K/� NOKOMIS,FL 34275 006'
;(•.� 1'• '•. 1 FL CERT.OF AU7H.:29298 SINGLE HUNG INSTALLATION
�1<:R1r1i
'•; ;•.,........... A.Lynn Miller,P.E. s«rwa.o- s—, "m_ n°"`°M' Rye
?/�iP;A�- ''"•'•'` P.E./756705 SH-800 NTS 1 of 2 3031116JR
—� EDGE _
DISTANCE
(JBS�RATE
�- Q
j S ST E EMBEDMENT / SHIM EXTERIOR
ANCHOR SU STT
EMBEDMENT - BELOW
-- L- 1X WOODI �� MEETING RAIL
SHIM .y (MUST BE /
SHIM FLATHEAD)
EXTERIOR /
EXTERIOR ANCHORS �
ABOVE__,
MEETING FLANGE FRAME,
FLANGE FRAME, JAMB INSTALLATION
HEAD INSTALLATION FLANGE FRAME RAIL (DIRECTLY TO SUBSTRATE)
(DIRECTLY TO SUBSTRATE) HEAD INSTALLATION
(USING 1X WOODSTRIP)
VI A-7 TRATANCHOR j�SU
/ �� EXTERIOR
BELOW /
MEETING RAIL
S (MUST BE
a FLATHEAD)
EXTERIOR
EXTERIOR 5,
NO o
{ NO ANCHORS
ANCHORS REQUIRED ANCHORS
f�S ABOVESHIM
REQUIRED MEETING WOOD
o RAIL
SHIM FLANGE FRAME, ............
,"'O'ENSC -
\ (USING 1X WOODSTRIP)
1X WOOD
1
UB RAT ').'.. g�°'6 j5.:;�= -
FLANGE FRAME, SU T E P�'ngi�,'•.. •�G
SILL INSTALLATION — ---- ''i;, �)`It��-.•.�' '
(DIRECTLY TO SUBSTRATE) ' •' �
FLANGE FRAME, °Y°""�9 °"�' �i6ih n�'Nu'aurra+o�'orar�mrrno�
SILL INSTALLATION J.ROSOWSKI 03115/11 ALUMINUM6063-T6
(USING 1X WOODSTRIP) Br aec w.sms: C0CM WYM�M n
,vnrvar"moor nEam�asm awnar
INSTALLATION NOTES: � wxr�
® oe vw: e
1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS.
2)FOR SMOOTH SASH OPERATION,THE ANCHORS BELOW THE MEETING RAIL MUST BE FLATHEADS.FOR 1070 TECHNOLOGY DRIVE
ALL OTHER ANCHORS,FLATHEADS ARE RECOMMENDED BUT NOT REQUIRED. FL CERT.Nol .OF OFL 34275 mB'
3)MAX.SHIM THICKNESS TO BE I/4". AUTH.:29296 SINGLE HUNG INSTALLATION i
4)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. A.Lynn Miller,P.E. swf. od'r °ivi vft Fev
P.E.H58705 SH-800 NTS 2 of 2 3031511JR i
i
I
MIAMI DARE MIAMI-DADE COUNTY
0111.1, PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOM www.miamidade.2ov/economy
PGT Industries,Inc.
1.070 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.-
DESCRIIPTION: Series 20"Aluminum Fixed Window-N.I.
APPROVAL DOCUMENT: Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 9 of 9, dated 04/12/13, with revision A dated 05/20/15, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision
stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
Control Section.
MISSILE IMPACT RATING o
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 shat l be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#13-0502.04 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 -115 8
MIAMFDADE COUNTY
1121,111111 e: _ 2
Approval Date: August 20 2015
( Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 13-0502.04)
2. Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1
through 9 of 9, dated 04/12/13, with revision A dated 05/20/15, 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 an aluminum fixed
window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-7212,dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E.
(Submitted under previous NOA No. 114114.17)
2. 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
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3834 and FTL-3847,dated 07/30/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5'h
Edition (2014), dated 05/20/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
Manuel Pe Z .E.
Product Control xar 'ner
NOA No.1 28.27
Expiration Date: February 19,2019
Approval Date: August 20 2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers-Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property- Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb./in.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51' Edition (2014), dated May
20,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under previous NOA No. 13-0502.04)
4. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated
07/30/03 and 07/31/03 respectively,all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.02)
G. OTHERS
1. Notice of Acceptance No. 13-0502.04, issued to PGT Industries for their Series "PW-
701/620"Aluminum Fixed Window-N.I."approved on 07/18/13 and expiring on
02/19/19.
Manuel P z, .E.
Product ControVExar#iner
NOA No. 28.27
Expiration Date: February 19,2019
Approval Date: August 202015
E-2
GENERAL NOTES:SERIES 620
NON-IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING
VARIES, NOT RATED FOR IMPACT
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO SHE SHEETS 24 RESISTANCE
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING
LDING CODE,INCLUDING THE HIGH VELOCITY 48'TIP-TO-TIP WIDTH
HURRICANE ZONE(HVHZ). 47'SUCK WIDTH 49*BUCK WIDTH 48'BUCK WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIN0.BORNE 44-1/4'VISIBLE
45-1/4"VISIBLE 45-1/4'VISIBLE LIGHT PRODUCT REVISED
DEBRIS REGIONS. LIGHT WIDTH LIGHT WIDTH re COmplying%Ath Ow Flodda
B� ETH 6"MAX. V MAX' uilding
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, F,SHEET 7 code
-HE 6 D SHEET �r—H.SHEET 8 2-mm. Accepiwo No
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRYEx inion Dale �I
ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.
A " C E,SHEET 7 E,SHEET7
4)ALL WOOD BUCKS LESS THAN 5-12"THICK ARE TO BE SHE ET 5 9sBUCK SHEET 6 SHEET 6 G.SHEET8 G,SHEETS
CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS REf - 96'
5TH EDITION FBC UPDATE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE HEIGHT SUCK L
WOOD BUCKS DEPICTED AS 2X ARE 1.12"THICK OR HEIGHT as
GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE 02-114*
12*MAX. 93-114'
DESIGNED TO PROPERLY TRANSFER LOADS TO THE VISIBLE 12'MAX. 93-1/4* VISIBLE
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS D.C. LIGHT D.C. VISIBLE 5'MAX.
THE RESPONSIBILITY OF THE ENGINEER.(EOR)OR HEIGHT LIGHT D.C. LIGHT
HEIGHT
ARCHITECT OF RECORD,(AOR). S. HEIGHT <
TIP-TO v 2
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE U)
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF TIP
SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED HEIGHT 96,
:4 0
BUCK co
ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION >_U) _rjD_a_
HEIGHT 0 ci
ANCHORS SHOULD BE SEALED.OVERALL 0 c'I cv
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF C'4
Ll 0Ci
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND 0-1 _j C) w
u_ C.
THE SCOPE OF THESE INSTRUCTIONS, B 12'MAX 6" 12-MAX.O.C. L—F.SHEET I z u- (D "..'a
MAX. SHEETS MAX SHEETS 2'MAX. H,SI4EETSj w- w
6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR 6"MAX.O.C. oo
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE U.1 00
TYP.FLANGED FRAME z 'T
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION 0
�e - Z z
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) o 2 m
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON 2� az 0
THEM BY THE WINDOW. LL
FIGURE 1:
7)DESIGN PRESSURES: 12"O.C. BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHA NA= _j
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST GUIDE TO SHEETS: PE'S, _1 LU
MAX. ON PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON a
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. GENERAL NOTES........................I BE S"MAX.FROM CORNERS AND 12'O.C.MAX.FOR U)
ALL CURVED FRAME z (1)
B.POSITIVE DESIGN LOADS BASED ON WATERIEST ELEVATIONS IE i.THIS SHEET. w
PRESSURE,STRUCTURALTEST PRESSURE,FRAME GLAZING DETAILS.......................2.4 8 z
C�
ANALYSIS AND GLASS PER ASTM E1300. DESIGN PRESSURES. 2-4 iro. WIDTH F--WIDTH
INSTALLATION,FLANGE............•5 MAX. -——-1 �—WIDTH WIDTH ;z 71.3s-
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN INSTALLATION,EQUAL-LEG., 6 T F T z
0
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING INSTALLATION,INT.FIN A,,.........7
TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS
INSTALLATION,INT,FIN 8.......-...8 C, LU
2 LU z
INCREASE HAS NOT BEEN USED IN THE DESIGN OFTH ai in w x W
? '0
Is CORNER ASSEMBLY 9 w
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR EXTRUSION PRCrILIi*i:::�::::::::::�.9
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT PARTS LIST L
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
T L
SHALL MEET THE REQUIREMENTS OF THE FLORIDA F—WIDTH--1 17-WIDTH_H F-WIDTH--I
BUILDING CODE FOR CORROSION RESISTANCE. TABLE 1: r 7—,-1
TIO'll LYNN
Street Type
9)REFERENCES:TEST REPORTS FTL-3834,3aO&7212; Descdplion S tz
4
ELCO ULTRACON HOA;ELCO CRFTEFLEX HOA;ANSIlAF
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN1 3-116-Tempered 2 x
&PA
MANUAL. A 3 NO.58705
�j
3 13(15'IG(311 emixted-TJIV Air-3/tV Temp"M 4
10)THE 620 SERIES MAY ALSO BE REFERRED AS THE 701 f--NOTH I-— WIDTH--I WIDTH--I WIDTH--i ul z:
SERIES. 0
F A7
T T' T_ '
w m w
T r i
A.LYNN MILLER,P.E.
P.E.#68705
F38
Window Design Pressure(+I-,ped for Glass Type 1
Lang Side(in)
7IB 72 76 60 84 88 92 96 1DO 104 109.112 112 116 120 124 128 132 138 140 144
1-150 +1001.150 +10d-149.5+100!•747.7 x100!-148.1+100/-144.7+1001-141.8*1001-138.4+1001-135.4+1001-132.8+1001-129.6+1001-128.8 11001-726.8+1001-125.4 +10D/-124 +1001-122.6+1001-121.5+1001.120.5+1001-119.6+1001-118.8
-147.2+100/-144.6+100/.142.5+100/-140.6+1001-737.5+7001.131.7+1001-127.1+7001-123.4+1001-120.3+100/-117.8*7001-114.8+1001-113.8 +7001-112 +1001.110.4+7001-108.9+1007-107.6+1001-108.5+tOW-105.8+1001-104.5+1007-103.8
-141.3+1001-138.6+1001-136.4+700/-134.6+1001-128.1+1001.122.3+1001-717.7+7001-113.9+700/-110.7+1001.106.8+1001-103.4+1001-102.2+100/-100.4 +/-99 +l-97.4 +1.96.2 +/55 +1.93.8 +/53 +152 PRODUCT,REVISED
-136.1+1001-133.3 +1001.131 +100!•128 x100!-123.4+100/-117.3+100/-111.8+1001-106.4+100/-102.6 +!•99.7 +/-94.4 x/522 +/50.1 +/-88 +1-86.6 +1$5.2 +/84 +183 +/81.8 as mmPlying with ft Florid.
.131.6+1001-128.71+1001-126.31+71X1.124.2+1001-121.7+100/-715.7+1001-107.8+1001-102.5 +158.4 +1-94.5 +!-87.B +185.2 +183 +181.4 +1-79.8 +l-78.4 +/•77.2 +/-76.2 +/-75 Building Code
40 +1001-127.8+1 1.124.8+1001.122.7 +1001-720 +100/-110.1+1001-113.0+1001-108.8+1007-100.8 +1.98.1 +l-91.8 +/85.4 x183.4 +181.1 +l-78.8 +/-76.9 +1-75 +1-73.4 +/-71.8 +/-70.3 +/88.8 AcaptenccNo 15.0548-Z
42 +7001-124.1 +1001-121 +1001-118.4+1001-118.2+7001-114.3+1001-112.8+1001-108.2+1001-100.8 a/-95.3 +189.9 +/83.4 +/81.4 +/-78.7 +1.78.1 +1.73.5 *I-77.2 +l$9 */$7 +/$5.2 +183.4 B Iretion Detc 2dlq
2 44 +1001-121 +1001-117.8+1001-715.2+1001-112.8+1001.110.9+100'-109.1+1001-108.8+1001-700.7 +/-95.4 +/89.9 +/826 +/$0.8 +1-77.6 +/-74.4 +l-71.8 +1.88.5 +/85.9 +/83.4 +/$7.B +1-60.6 BY
48 ]10-01-114
-118.4 +100/-115 +1001-712.2�4+10()1-100.j
+1007-107.8 +100/-108 +1001-104.3+1001-707.1 +/-95.7 +/-90.3 x182.8 +/80.0 +/•77.4 +/-74 +/-70.3 +/$7.2 +/83.9 +/81.7 +/-80.4 a/-58.8 Minmi a Product
•� 48 1-116 +1001.112.5+1001-109.6 +100/-105 +100/.103.7+1001-101.5 +1-100 +/-96.3 +/-90.6 +183.2 +181.1 +1-77.5 +I-74 +/•70.6 +l-88.6 +l$3 +/$1.4 +/-89.8 +1.57.8
w 50 +1001-110.3+100/-107.3 1001-102.5+100/.100.6" +l-98.9 +1.97.4 +/58 +151.4 +1$3.8 +181.8 +/-78.2 +1.74.8 +/-70.9 +/87.3 +1$3.2 */$1 +/59.452 -1122+1001-108.4+1001.105.2 + +/56.3 +/-96.6 +154.9 +/53,8 +152 +1$4.8 +/-82 +/-76.6 +/-75.3 +1.71.6 +/$7.8 +l$4 +1-61.4
'n 54 +1001410.7+1001-106.7+1001-103.4+1001-100.6 +158.2 +/-98.2 +1-94.d +I-928 al-91.3 +l-90 +1-85.2 +1$2.4 +/-78.8 +1.75.8 +1-72.2 +188.8 +/.64,8 NO CHANGE THIS SHEET
58 +10(1-109.4+1001.105.2+7001.101.11 +/-9B.9 +1-96.4 +/-94.3 +/-92.4 +/-90.6 +1-89.3 +/-88 +1$5.4 +1-82.7 +/-78.2 +1-76 +/-72.8 +/89.4 m
58 11001-108.4+1001-103.9 x1001.100.4 +!•97.4 a/-94.8 +/-92.6 +1-90.6 +1.68.8 +1$7.4 +1.86.1 +1$4.2 +1823 +/-79.3 +1.78 +l-72.8 '
80 +1001-107.5+1001-102.9 +/59.1 +f-98
+1-93.3 +151 +1-89 +187.3 +1-85.7 +/-84.3 +1$2.8 +1$1.4 +/-78.7 +/-78 p
62 +7001-106.9 +1001.102 a/-98.1 +1-94.8 +/•92 *189.8 +/87.6 +185.6 +/.8q.2 1!82.7 +I$1 +/80.3 +/-77.6 '
64 +1001-108.4+1001-101.3 +/-97.2 +/-93.8 +l-90.9 +188.4 +/88.3 +1-84.4 +1827 +/-81.3 +1-79.5 +1-78.8
66 +100/-106.1+1001-100.7 +1.98.4 +/52.8 +189.8 1187.3 +!$5.1 +1-83.1 +/-81.4 +/-79.0
87-718 +1001-108.1+1001-100.3 +/55.8 +/-82.7 11-00 +/$11,3 a/80.3 +/-78.7 M Y Q
NOTES: ? 3: uS
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. U)
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. (}'�N N etOQcc
N
OX W
za
z LL N ILL J u 61
' W
TABLE DIMENSIONS MAYBE U U_ X W
ORIENTED VERTICALLY OR FW-z In 0 0410
HORIZONTALLY AS SHOWN. n O Y Z
LONG Z d Z O Lc.
L
SIDE Lu O
�- LONG SIDE m 04
T Q Q
F-
3/16w
3/16'TEMPERED GLASS SHORT ® N Z) jeB�
SIDE Z �
4 SHORT
11 SIDE 0 � aZ
USED AT CURVEDz aS
FRAME MEMBERS ONLY 29 518' O Z N
Q 111-7/8-D.C.MAX. GLASS BITE Vr
18 �- LONG SIDE �i U W
X LU 'L
lL O
EXTERIOR SHORT 6/ ,�j LONG ae!t •asa0 saua5
a 20 13W 9i
SIDE SIDE
GLASS TYPE 1 �``pNV(LYNN 1dyle�ii,
_I SHORT - 010.58705
-'I SIDE - ED
-•� K w,F
/111111
0.LYNNMILLER,P.E.
RE.058705
TABLE 3:
Window Design Pressure(+/•,psf)for Glass Type 2
Long Slde on)
72 76 11 80 11 84 1 88 1 92 1 98 1 100 1 104 1 109-112 112 116 120 124 128 132 130 140 144
30 *104-750 +1001.149.5+1001-147.7+1001-146.1+1001-144.7+700!•143.4+1001-142.2+1001.741.2+1001.140.2 +1001.139 +1001-136.6+1011-137.8+1001.137.1+100/-136.5+1001-135.8+1001-135.4+1001-134.9+1001-134.4+1001.133.9
32 +1001-147.2+1001-144.6+1001-142.5+1001.140.8 +1001-739 +1001-137.5+104-136.2 +1001-135 +1001-133.9 +7001-133 +1001-131.7+1001-131.3+1001-130.5+1001-129.8+1001-129.2+1001-128.8 +1001-128 +1001.127.5 +100/-127 +1001.126.5
34 + ,3+1001-130.6*1001.138.4+104.134.5+1001-7327+104-731.2+100-128.9+1001-128.7+1001-127.6+1001-126.6+7001-125.3+1001-124.8+1001-124.1+1001-123.4+1001-122.7+1001-122.1+1001-121.5 +1001-121 +1001-120.5 +1001-120
001-133.3 +1001.131 +1001-129 +1001-127.3+1001-125.7+1001-124.3+1001-123.1 +100/-122 +1001-120.9+1001-119.7+100/-119.1+1001-118.4+1001-117.6 +1001-117 +1001-116.4+1001415.8+1001-115.3+1001-114.8+1001-114.2 PRODUCT lUiV1SBD
7001.128.7+1001-120.3+1007-124.2+1001-122.4+1001-1211.8+tON-119.4+1001-178.1 +1001.177 *1001.115.9+1001-114.6+7001-114.1+1001-113.3+1001412.6+1001-111.9+1001-it1.3+1001-110.7+1001-110.1+100/-106.8+7001.107.4 os complying wlthlba F701tb
40 +1001-127.8+1001-124.6+1001-1221 +1001-120 +1001-116.1+104.118.5 +1001.715 +1001.173.7+1001.112.5+100/411.4+1001-110.1+1001-109.6+7001-106.8+1001.107.7+1001-105.5+1001-103.4 +100/-102 +100/-100.6 +/-99.4 +1-98 building Code 15_o5•L8•fie}
42 +1001-124.1 +100/-121 +1001.118.4+11M.110.41+1001-114.3+1001-112.8+1001-111.1+1001-109.7+100/-100.5+1001-107.4+1001.706.1+1001-105.5+100/-103.5+7001.100.9 +/•98.7 +/-98.8 +/-94.9 +/•93.2 +1.91.0 +/-90 Acceptnnce No 1
44 +1001-121 +1001-117.8+1001-115.2+1001-112.9+1001-110.9+100/-109.1+100/.107.5+1001-706.1+1001-104.9+1001-103.8+1001-102.4+1001-101.8 +1-99.2 +/50.1 +/•93.6 +/50.9 +/-8 +1.86.5 +1.84.6 +/83 B ballon Dote
c 46 +1001-118.4 +1001-115 +1001-112.2+1007-108.8+100/-107.8 +1001-108 +100/-104.3+1001-102.9+1001-101.6+1001-100.5 +/-99.1 +/-98.5 +1-98 +152.5 +15.9.1 +156,3 +183.7 +151.8 +180.2 +1-76
By
46 +1001-110, +100/-712.5+100/-109.6+1001-707.1 +1001-105 +1001-103.7+1001.701.5 +1-100 +/-98.7 x/.97.5 +156.1 +/-95.5 +154 +1.8 +1.88.2 +783 +1.80.8 +!•T9 +/-77.1 +1-75 Mi,•m ade OCl
50 +100/-114 +1001-110.3+1001.107.3+100/.104.7+1001-102.5+1001-10U.61 +158.8 +157.4 +158 +/-94.8 +1-93.3 +/-92.7 +151.8 +/.88.7 +1.84 +1.81.6 +/-79.1 +/•78.7 +1.74.7
52 +1001Al2.21+1001.108.4+104-105.2+1001-102.6+1001-100.3 +/-98.3 +/•98.5 +1-94.9 +153.6 +/52.3 +1-90.8 +/-90.2 +/-09.2 +158.4 +1-03.8 +1-00.6 +/-7B.2 +/-75.6 a
rn 54 +104-110.7+104-106.7 a100/.103.4+704-100.6 +1-98.2 +/-96.2 +1-94.4 +152.8 +1-91.3 +1-90 +1 88.5 +157.8 +156.9 +/86 +184.1 +150.8 +1-77.6 NO CHANGE THIS SHEET
56 +tON-109.4+104.105.2+104-101.8 +/-98.9 +1-98.4 +1-94.3 +!•924 +1-90.8 +1.89.3 +1-88 +1.88.4 +/-85.7 +/.84.7 +1.83.9 +/•83 +1.81.2 m
56 +104-108.4+104-103.8+104-100.4 +1.97.4 +1-94.8 =92 .6 +1.68.8 +187.4 +/88.1 +1-84.4 +1.83.8 +/.82.8 +781.8 +/81 b
60 +100/-107.51-1001-102. +159.1 +/•90 +153.39 +187.3 +/55.7 +1-04.3 +152.8 +/82 +/-80.9 +/80 x
B2 +104-106.8 +104.702 +1-98.1 +1-94.6 +1-92 .6 +155.8 +184.2 +/52.7 +181 +/-80.3 +/-79.2 i
64 +100/-108.4+1001-101.3 +!•97.2 +153.8 +1-90.9 6.3 +/84.4 +182.7 +/81.3 0-79.5 +/-78.866 +7001-108.1+1001-100.7 +158.4 +1-92.8 +/89.8 5.1 +183.1 +181.4 +/-79.9
87-718 +100/-106-1+1001-700.3 +l-95.8 +/52.1 +189 4 +1.02 +/80.3 +/-70.7 cn Y Q
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1•FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 0
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. r
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ti 8130 O o
C9 N N of N
O U)
OJ N c) OO Z .(g
Z LL N W c0 J ...a
W
TABLE DIMENSIONS MAY BE O U_ X c
ORIENTED VERTICALLY OR F Z m M0 10 Otla
HORIZONTALLY AS SHOWN. o W Y Z
LONG Z O-ZW
(A
SIDE v F-
I+- LONG SIDE - ,, m O
F
E - S SHORT ® W Ia)S
Of
SIDE z y 1
4 --I SHORT
11 J- �I SIDE 0 W Z
USED AT CURVED Z al3ag
FRAME MEMBERS ONLY 29 518'
@ 11-718"O.C.MAX. GLASS BITE O Z N
52
1 3 LONG SIDE -� W
T- X W a
E o
EXTERIOR
20 13 SHORT � LONG an!i -3sa0 sauas
aSIDE SIDE
1•C•
SHORT No.58705
-J
-I SIDE
IS
'O� i7CTEo•
A.LYNN MILLER,P.E.
P,E.068705
TABLE 4:
Window Design Pressure{+/-,psQ forGlass Type 3
Long Side(In)
67.7/8 1 72 Ts 80 64 as 92 96 100 1 1m 109.1!2 112 116 120 124 1 129 132 136 140 144
30 +1001-150 1+1001-150 +1001.149.5+100.-147.7+IW-146.1+10014445+100/-043.4+1001-142.2*100'-141.2+1001-040.2 +1001-139 +100.1-136.6+1001-137.8+1001.137.1+1001-138.5+1001-135.9+]001.135.4+1001-134.$+]001-134.4+1001-133.9
32 +1001.147.2+10B/-144.6+1001-142.6+10M-140.6 +1001-139 +1001.137.6+1001.136.2 +1001-135 +1001-133.9 +1001-133 +1001-131.7 71001-131.3+1001-130.5+1001.129.8+1001.129.2+1001.128.6 +!0W428 +1001-127.5 +1001-127 +101-]26.5
34 +IM-141.3+1001-138.6+SOW-136.4+100/.134.5+1001-032.7+1001-031.2.100/-129.9+1001-128.7+1001-127.6+1001-126.6 71-W-1-2-5.3-+1001-124.8+100/-124.1+1001423.4+1001-122.7+1001-122.1+100/121.5 N0MCV-121 +1001-120.5 +1001-120
36 +1001.138.1+10 VA33.3 +1001-137 +1001.129 +1001-127,3+1001-125.7+1001424.3+1001.123.1 +1001422 +1001-120.9+10W-119.7+100019.1+1001-118.4+7001-117.8 +1001.117 +1001.118.4+100/-115.8 Nota-115.3+10/•114.8+100/-l%2 PRODUCTRBVIISM
38 +1001-131.5+1001-128.7+1401-126.3+1001.124.2+t0W-122.4+1001-120.8+IOW-119.4+IOW-t t$.1 +107-111 7100-115.$+10014%6+1001-114.1 N001-113.3+I0W-112.8+1001111.9+10/411.3+I00/-110.7 01001.110.1+1001-109.6 N001-109.1 n complying vdlL the Fl d&
40 +1001.127.6 N001-124.6+100f-122.1 +101.120 +i0/-118.1+10014WS +101-115 +1001•il3,7+1001-112.5+I01-111.4 7101-110.1+IOW-109.6 000/-1088 +1601-108 +1001-107.3+160/408.7+101.106.1+/0M-005.5 +1007.105 +1001-104.5 Building P,ndo
42 +1001.124.1 +1001.121 NOW-11@4 r10W116.2+100/414.3+7001-112,8+11101-111.1+101-109.7+100.-100.5+1001-107.4+107-106.1+100/.105.5 010/-104.7+7001.103.9+1001.103.2+7001.102.5+1001-101.9+1001-101.4+1001Acceplance No
.10.8+1001-10. Gx imtlon Date
44 +1001-121 +1001.117.8+ION-1152+1001.112.9+1001.110.9 71601-109.1+1001-107.5+1001.106.1+1001-104.8+107-103.8 00(11402.4+7001-101.8 NOW-101 +10DI.10.2 71-99.5 +/-98.8 +/-98.2 +197.6 +/87A +1.96.5
Cr 46 +1001.118.4 +1001415 +1DW112.2+1001-109.8+101407.8 +1001-106 NOM-104.3+1001-102.9+iW-101.6+100140.5 +1.99.1 +098.5 +1-97.8 +1.98.8 +/98.7 +1.95.4 +/-94.8 +1.94.2 +1.93.8 +1-93.1 By
.�' 48 +1OW-!i6 +1001.112.5+tOW-109.8+1001-107.1 +7001-105 +1001-103.1+1001-101.5 +1.10 +1-98.7 +/•97.5 +/-96.1 +/-95.5 +1.94.8 +693.9 +193 +1-92.3 +1.91.7 +t-$!.] +1.90.5 +1.89.9 Mipm! D OPro uc1C I
50 +1001-114 +1001-110.3+1001.107.3+1001-104.7+101-102.6+1001-100.6 +148.9 +/97.4 +1-98 +/•94.8 +1.93.3 +1-92.7 +/-91.8 +1-9D.B +1-90.2 +/99.5 +198.8 +1.88.2 +1-87.7
52 01C4Y•1122.5001-108.4+1601-105,2 71061.102.6+501-10.3 +796.3 +t-96.5 +1-94.9 t1-93.8 +1.82.3 +t-90.8 +f-9tk2 +1-89.2 +11m +157.6 +t-N.9 +1.86.2 +1.85.8 Q
64 +1001.lt0.7+101-10.7+10.703.4+10140.6 +198.2 +1.96.2 +/•94.4 7/92.8 +1.91.3 +!-9D +/48.6 +197,8 +/46.9 +/.8$ +/-85.2 +l-84.5 +143.$ � NO CHANGE THIS SHEET
66 +10.109.4+1001-105.2+1001-101.8 {19$.9 +i-95.4 +1.94.3 +692.4 +f-90.0 +199.3 +1.88 +/96.4 7195.7 +684.7 +7.83.9 +143 +682.3 m
53 +10.108.4+10/•103.8+10(V-000.4 +1.97.4 +644,8 +1920 +190.6 +/98.9 +147.4 +/46.1 +144.4 +143,8 +/42.8 +141.8 +151
60 +1001.707.6+101-102.9 7199.1 +1-96 +/-93.3 +01 +/-89 +147.3 +745.7 +I-SC3 +/-82.6 +142 +140.9 +1.80 c2
82 +100/•10.9 +101-102 +698.1 +/94.8 +192 +149.8 +/47.6 +145.8 +/.84.2 +142.7 +141 +/40,3 +1-79,2
84 *500/.148.4 17401-101.3 +197.2 +693.8 +/-90.9 +148.4 +148.3 +(44.4 +142.7 7/47.3 +1-79.5 +1-78.8
66 +1001.108.1+100140.7 7/-96.d +692-$ +749.8 +/47.3 +/45.1 +/43.1 r141..9 +1-79.9
87-7/8 +1001-10$.1+1001-10.3 +195.8 +1.92.1 +(-g9 +146.3 +1.84 +142 +140.3 +/-78.7 M Y Q
NOTES:
1)BUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. CC d- O
3)FOR ARCHITECTURAL WINDOWS,FlND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, >.N e]e0 O o
O N to IY N
0-1 O> CD
o Z
ZLL U)LL to J u
13H8"NOM.
TABLE DIMENSIONS W 0 X 2) �o O
GLASS STACK ORIENTED VERTICALLY OR l'-Z Q0 O v Q
HORIZONTALLY AS SHOWN. o W .L
X
.LONG r z O O v Z c,.1
Z 0.Z
3116"TEMPERED GLASS SIDE F- � O
LL
\� �--- LONG SIDE
7116"AIRSPACE-.. 3116"TEMPERED GLASS
12 SHORT `$ N LU 1-43
5 SIDE .�t7 Z , 0
USED AT CURVED -1- ' SHORT
3: 0p Z
FRAME MEMBERS ONLY 29 bt$" O LU
11-718"D.C.MAX. GLASS BITE < Z ate>S
EXTERIOR LONG SIDE -� p
G7 O 21 13 X 0 d
SHORTF lL O
GLASS TYPE 3 SIDE SIDE emz nab sera
�11� /
\��ONtiiCEN�
SHORT
No.58705
1
SIDE -
s1os;mow`
STATE F
ION
A.LYNN P.E.
P.E.#59705
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
I EDGE OR FRAMING,SEE EMBEDMENT
'll DISTANCE TYPE B
NOTE 2,THIS SHEET TYPE C
INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, • a
1/q•My( SEE NOTE 2,THIS SHEET
TYPE A
EMBEDMENT T I SHIM
II TYP.ANCHOR STANCE.EMBEDMENT AND EDGE PRODUCTRfiVL4BD
EDGE DISTANCE PER SUBSTRATE, DISTANCE .,complying witAt4toP10lld�
SEE TABLE S.THIS SHEET building Code ' •O�B•
EDGE g Acceptance No
DISTANCE Gx ir°tton Deto �(
�1/4'MAX 1 Dy
1 SHIM tdl:um wlcPmduN 1
4 TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE - a
11 DISTANCE PER SUBSTRATE, 11 NO CHANGE THIS SHEET
SEE TABLE 5,THIS SHEET m
USED AT CURVED EXTERIOR 12
29 FRAME MEMBERS ONLY
(a)11-718'O.C.MAX. CONCRETEICMU I4 '
PER ANCHOR VISIBLE LIGHT WIDTH= 5 z
REQUIREMENT (� WINDOW BUCK WIDTH-2.314' •�,• ,
WINDOW BUCK WIDTH CONCRETEICMU W Y Q
WINDOW TIP-TO-TIP WINDOW WIDTH PER ANCHOR > a N '^°t!
BUCK EXTERIOR REQUIREMENT O
HEIGHT a 1/4•MAX.SHIM --{ HORIZONTAL SECTION A-A °r v al°a o 0
(5(N N to w04
O w
WINDOW #52 STEEL Z LL N LL 0 Z °•re
HEIGHT VISIBLE SELF-DRILLING SMS
LIGHT (GS),SEE TABLE S.
U U X` o
HEIGHT= THISSHEET LU Z Q S� j -°N
WINDOW TABLE5: H' m O (D 0410
BUCK Min.Edge Max O.C.
HEIGHT- Anchor Substrate Distance Min.Embedment Sp Ing Z D.Z O rn
2.3/a• INSTALLATION
METHOD D r.southam Plne(sG=o. 1 9616 -316• Q
INSTALLATION ANCHOR #12 or#14 410 88 Screw Aluminum,6053T6 min. 318• 0.063" 12' �
UNDERNEATH THE A3B Steel 318' 0.083'• 12' Q Z
BEADING Steel Stud Or.33 min. 318' 0.045. 76 Ge 12' O
EXTERIOR P.T.Southam Pine(SG=0.55) 9116' I-we, 12• ® co U) F raayg
p12 or}!14 Steel Screw(OS) Aluminum,6063-T5 min. 318' 0.083" 12•
MIAMI-DADE APPROVED MULLION A36 Steel 3/B" 0.083'• 12' 3 Q Z
21 (SEE SEPERATE NOA),ALUMINUM. Steel Stud,Or.33 min. 318' 0.045' 18 Ga)' tY zF O F-
6 STEEL FRAMING OR STEEL STUD. 114"410 S8 CreleFlez Ungrouted CMU,(ASTM 0-90) 2-1/7 1-114' 12' ¢ Z Z
SEE SUBSTRATE PROPERTIES, Concrete(min.3.35 kal) 1' 1-314' 12'
TABLE 5,TH IS SHEET Concrete(min.2.85 keq T 1.314' 12' z N
5 �1/4•MAX SHIM Concrete(min.2.85 keq 2-11Y 1318' 12' u01 W Z
114'3leel Ullrecon U g d
Ungreuted CMU,(ASTM C90) 2.1f2' 1-1/4' 1Y X
Grouted CMU ASTM CAO 2-11Y 1314' 12• M LL
�TTT 5118•Steel Uitracon Concrete(min.3.5 keq 1-114• 1314' tY °ll!t '�sa0 sauas
} 1X WOOD BUCKSTRIP, Greuled CMU,ASTM CAO 2-1lY 1314• 1Y
-(- I SEE NOTE 2,THIS SHEET •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. (LYNN 11 jll�i�
f CONCRETE PER ` �1.O ........
. .
EMBEDMENT , ANCHOR INSTALLATION NOTES: ��:• 1,tGENSF .Q
• a•� REQUIREMENT
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ N..58705 _
' '• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE _ T�i�� n,_
INSTALLATION �-- EDGE . SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1.11'1•THICK OR GREATER.
DISTANTYPANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO CE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING STNTE CIF- :•���
TYPE B SUBSTRATE,SEE TABLE 5,THIS SHEET JURISDICTION.
VERTICAL SECTION 13-133,FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. /S1ONAL .;
x11111 it1\tt
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#58705
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING,SEE TYPE G TYPE F
DISTANCE EMBEDMENT
NOTE 2,THIS SHEET
1X WOOD BUCKSTRIP,
EMBEDMENT SEE NOTE 2,THIS SHEET •
INSTALLATION —') SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE
TYPE EMBEDMENT EDGE DISTANCE PER SUBSTRATE, DISTANCE PRODUCT REVISED
—1
EDGE 6 SEE TABLE 6,THIS SHEET m complying with Yo Flodda
Civilding('.odc
DISTANCE A°C.P)anCe T10 t fl ^JQ
2 E Itati Dale •8 i l
114'MAX
2 SHIM ey
Iy(ie_mi ode Product i
4 TYP.ANCHOR TYPE.
EMBEDMENT AND EDGE
11
DISTANCE PER SUSSTRATE, 11 NOCHANGE THIS SHEET
SEE TABLE 6,THIS SHEET EXTERIOR 12 m
USED AT CURVED 4 rc
EXTERIOR 23 FRAME MEMBERS ONLY I� 2-314'
11 716'O C MAX VISIBLE LIGHT WIDTH-
� CONCRETE/CMU I WINDOW BUCK WIDTH-2-314'
PERANCHOR m
REQUIREMENT f WINDOW BUCK WIDTH
CONCRETE/CMU ^co a
WINDOW PER ANCHOR
a
BUCK HORIZONTAL SECTION C-C REQUIREMENT �
HEIGHT 1/4'MAX SHIM �•�—
u' °leo O o
C11 1-
#12 STEEL cli
0� r to � O
SELF-DRILLING SMS O to m O W
VISIBLE — (G5),SEE TABLE 6, Z LL' U)LL too J —.0
LIGHT THIS SHEET TABLE 6: -
HEIGHT= Min.Edge Max O.C. U U_ X S2 d 0
WINDOW Anchor Sub3lrale Distance Min.Embedment Spacing 1—Z m p 0 0ma
BUCK P.T.Southam Pina G=0.55) 9116' 1316• 12• O Y
HEIGHT- #12 or#14 410 33 Serew Aluminum,608375 min. 3/ 0.063' 1Y Z d Z ZO to
2.314" INSTALLATION q3s steel 316 0.003 12 LL-
TYPE H Steel Stud.Gr.33 min. 316' 0.045' 18 Ge tz v g z0 O
P.T.Southem Pine(SG=0.55) 8116' 1.318' 12' F. O
EXTERIOR
Aluminum,606375 min, 318' 0.083'• 12'
#12 or#14 sleet Screw(GS) A36 Steel 3/8' 0.083'• 12• `$� J 1e+45
Steel Stud,Gr.33 min. 3/8' 0.045' 18 Ge tY ® �i Z F
MIAMI-DADE APPROVED MULLION As- t) •-4i411�a1 12• '
21 (SEE SEPERATE NOA),ALUMINUM, t 4" '12' 30 Z Z
8 STEEL FRAMING OR STEEL STUD. ncrete(min.2.85 kel) 1' 13/4' 1Y Q Z W e1eaS
SEE SUBSTRATE PROPERTIES, Concrete(min.2.85 ksi) 2.112' 1310' 12' u-
1/4'Sleel Ultrecan
TABLE B,THIS SHEET Ungrouled CMU,(ASTM C-90 2-11Y 1-114' 12• O J N
6 r1/4'MAX SHIM Grouted CMU,(ASTM C-90 2-112' 13/4'
5/18'Steel Ullrecon Concrete(min.3.5 ksl) 1-114' 1314' 12' O X a d
Grouletl CMU, ASTM C-90 2-11Y 1.314' 12' tL W
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. sell •ossa saua5
} 1X WOOD BUCKSTRIP,
I SEE NOTE 2,THIS SHEET \0111111",
//
�CNV LYNNi
..ze
y
CONCRETE PER \Ca'`•r �tGENSF '•,FrQ
EMBEDMENT .' ANCHOR INSTALLATION NOTES: •ylr��
• ••�• • REQUIREMENT '. No.68705 •: _
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _
• •.' 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE _-O C(„• i
INSTALLATION I EDGE C S;'W;
,TYPE F Y� TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2%'ARE 1.112'THICK OR GREATER. S T�E OF I �`
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING O '
SUBSTRATE,SEE TABLE 6,THIS SHEET JURISDICTION. �' R<ORIDP•••
VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
/Illllitt
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.p 68705
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGE EMBEDMENT — OR FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET TYPE J
TYPE K
SEE TABLE 7,THIS SHEET EDGE
EDGE DISTANCE 1/4'MAX EDGE DISTANCE
INSTALLATION DISTANCE SHIM
TYPE I a 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP PRODUCT REVISED
OR FRAMING,SEE ns complying with Ow Florlda
OR FRAMING,SEE NOTE 2,THIS SHEET Htuldmg Code 15'O 28•�L'f
NOTE 2,THIS SHEET Accopmlaace No
19x fllon Dnte 19
1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND
3 SHIM EDGE DISTANCE PER SUBSTRATE, By
q S SEE TABLE 7,THIS SHEET Miami ede Product
EMBEDMENT
11 3 EMBEDMENT a NO CHANGE THIS SHEET
m
USED ATCURVED --- z
EXTERIOR 29 FRAME MEMBERS ONLY
Q 11-7/9'O.C.MAX.
z
EXTERIOR
4 1P V M Y Q
WINDOW I I 5
B
UCK I _ VISIBLE LIGHT WIDTH= _ I 0:III v
WINDOW BUCK WIDTH-2-314" - ❑ O
HEIGHT 1!q'MAX.SHIM WINDOW BUCK WIDTH 0 N ti °1°0 N
OA � W , '?
VISIBLE INSTALLATION HORIZONTAL SECTION E-E y lJi. LLL m w eMo 0
LIGHT
TYPE L U v x, d ❑
HEIGHT= WZ O N co 7 '0N
WINDOW F- m O 6 omo
BUCK ti10 STEEL o Ne Z
HEIGHT- SELF-DRILLINGSMS TABLE 7: o O O -4O m
2.314• (G5),SEE TABLE 7, Min.Edge Max.O.C. Z Od ZLL
THIS SHEET Anchor Substrate - F
Distance Spacing g O
2-1/2'x.113•Box Nall P.T.Southern Pine(S =0.55) 5110' 5' J r•
2-112"x.131'Common Nall P.T.Soul em ine(SG= . 5
2-1/2'x.145"Roofing Nail P.T.Southern Pine SG=0.55 3/8' 6• ® Z Z
P.T.Southern Pine(SG=0.65) 112" 5'
#10x 1'Steel Screw* 0.093'Aluminum,6063-T5 min. 5/18• 5' ?� - F-
21 111W A36 Steel 5/18' 6• O g
8 2X WOOD BUCKSTRIP EXTERIOR 0.045'(18 Ga Steel Stud,Gr.33 6118' 5' ¢ Z °I°Js
OR FRAMING,SEE I.1 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O H N
NOTE 2,THIS SHEET �J
5 114'MAX SHIM w O Z
MIAMI-DADE APPROVED MULLION O W
(SEE SEPERATE NOA),ALUMINUM, z a.
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES, °II:1 '°sap saua5
INSTALLATION
TABLE 7,THIS SHEET
TYPE JEDGE DISTANCE \ \`o LYNN,y/
N C
INSTALLATION NOTES: ���.•'��CENSt; •.F'P
TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.58705
�-- EMBEDMENT AND EDGE DISTANCE PER -
SUBSTRATE,SEE TABLE 7,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X•ARE 1-1M"THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING 'p '•. SATE OF
VERTICAL SECTION F-F JURISDICTION. ';0��
/O
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. Nr��-
�� `S
��r/lllllt l\\
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.9 68705
2X WOOD BUCKSTRIP
EDGE RFRAMING,SEE INSTALLATION TYPE M
DISTAN%,�NOTE 2.THIS SHEET INSTALLATION EMBEDMENT
INSTALLATION TYPE M N TYPE N
EMBEDMENT FOR THIS INSTALLATION
FOR
HOD ONLY
•
FOR THIS INSTALLATION ANCHOR.MAY BE NO
METHOD ONLY, 1/4*MA; C C.
ANCHORS MAY BE NO EM13EOMENT SHIM .1
•MORE THAN 6"O.C. IX WOOD BUCKSTRIP,SEE PRODUCT REVISED
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET as complying with the Flodda,
OR FRAMING,SEE ildlog " '
NOTE 2.THIS SHEET 'C"'an FIB.217
'I:-'No Zfl�,
noflats
114"MAX TYP.ANCHOR TYPE,EMBEDMENT AND
3 SHIM EDGE DISTANCE PER SUBSTRATE, By
TYP.ANCHOR TYPE, SEE TABLE 8,THIS SHEET non ade'red..,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 8,THIS SHEET 3 NO CHANGE THIS SHEET
USEDATCURVED EDGE
EXTERIOR 29 FRAME MEMBERSONLY DISTANCE
EDGE
11-7/8'0.C.MAX. 1 DISTANCE
CONCRETFJCMU ed—
PERANCHOR
WINDOW REQUIREMENT 4 12 CONCRETE/CMU 1h Y <
BUCK VISIBLE LIGHT WIDTH 5 PER ANCHOR LU
>
114'MAX.SHIMREQUIREMENT 11 II
HEIGHT WINDOW BUCK WIDTH-2-314' Ix 0
WINDOW BUCK WIDTH EXTERIOR
N � 5).a O C-;
R 13= C14
VISIBLE 29 A
L INSTALLATION TYPE 0 HORIZONTAL SECTION G-G 0 d M-, C) Z
"LL C3
IGHT Ui _j
HEIGHT= FOR THIS INSTALLATION LU
WINDOW 00 X 9 C3
METHOD ONLY, TABLES: W 0 2 00
BUCK ANCHORS MAY BE NO F-Z
HEIGHT- MORE THAN W O.C. Min.EdgeO.C. M 0 6
Anchor Substrate Min.EmbedmentC5 M
2-314* Distance spacing 0 't
P.T.Southern Pine(sG=0.65)_ —l4w v C3 a:Z 0) 0 0)
#12 STEEL #12 or#14 00 SS Screw Aluminum,W645 min.— 315" 0.063'* a" - - P U_
SELF-DRILLING SMS A36 Steel 328. 0.063 6* 0
(GS),SEE TABLE 10, Steel Stud,Gr.33 min. 31—V 6* CD
THIS SHEET P.T.Southern Plr*(SG-0.55) 9/16, 11-wr 6* Tar#_U
#12 w#14 Steel Screw(G5) Aluminum,6063-75 min. 31s, _0.D63-- 61 z
ASS Steel 318* 0.06T* 6* 0 f2
21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud,Gr.33 min. - 316' 1 O.D45'(18 Gal 6' 1 P z
EMBEDMENT AND EDGE Ungrouted 12' 1-1/4' ILI 0 �q
DISTANCE PER SUBSTRATE, 4110 SS CrateFlex rl
S SEE TABLE 8,THIS SHEET Concrete(min.3.35 ksi) 1. I-W4' ir z
1/4"MAX SHIM MIAMI-DARE APPROVED MULLION Concrete(role.2.85 krJ) 1. I_v1r 12* 0 3: Or
Concrete(min.2.88 ksi) 2-11r 13—IW
(SEE SEPERATE HOA),ALUMINUM, 1/4'Steel Ultracon Ir z
W
T
EMBEDMENT
M
I
E
P
B
S*E
A
A
T
N
D'
NC
'E'
0
N
E�AIILE PER
Ungroured CMU.ASTM C-90) 2-11r 1-1/4' 12,
STEEL FRAMING OR STEEL STUD. Grouted CMU,(ASTM C-90) 2-iiz* I:L4' 0 - z (L
SEE SUBSTRATE PROPERTIES. I._ 12" LL LL
TABLE 8,THiS SHEET S/W Steel Unracon Concrete min.3.5 tell 1114' Ir
ON X mutedCMU,(ASTM C-90) 2-11Z' Ir—
INSTALLATION IX WOOD BUCKSTRIP,
amt 'raa Saws
SEE 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
TYPE N SEE NOTE 2,THIS SHEET
LYNN
A yze
.M %r
INSTALLATION NOTES:
EMBEDMENT
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.68705
7
2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1)0.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1112.IX WOOD BUCKS ARE •
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE,WOOD BUCKS DEPICTED AS-2X"ARE I-ln'THICK OR GREATER. -13 0
EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING _P .'4
DISTANCE JURISDICTION. 0 STATE 0 tj
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. "SI/....
VERTICAL SECTION H-H /1,ONA-
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO 'It 11110
WHOLESYSTEM. &LYNN MILLER,RG.
P.E.0 66705 _j
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES
jRODuUf REVISED
as complying wish the Florida
Building Code
de
ANGLE=URVEO Be P c:No 15-0526.27
FRAME ASSEMBLY ANGLEDICURVED I.i..Dalelisill;mo 19
90'CORNER FRAMEASSEMBLY By Dade Product
FRAME ASSEMBLY 90'CORNER LY Mi
P.J FRAMEASSEMB
6 NO CHANGE THIS SHEET
10 1 10
8—' 1 1
ALL CORNERS TO ALL R RSTO
USE GASKET USE GASKET
ANDIOR SEALANT
ANDIOR SEALANT
<
EQUAL-LEG FRAME LU
FLANGE FRAME 0
cn -
al°QC) 6
EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR MITERED FRAME WITH INTERIOR (9 C4 1`�- Of C14
AND EXTERIOR FRAME WELDS AND EXTERIOR FRAME WELDS 0 c"I
FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT ,A A 2 ""
SCREW BOSSES.SEALANT AT ALL CORNERS 0-j 0) n z V
SCREW BOSSES.SEALANT AT ALL CORNERS z L� CN-j a 5
:r W u�U-- (0 W IM010
30 0() �S2 6 0
LU OD U)
o lid m 0
w
d z z
2184" --- 21W 2.784' �2 z il:0zto 0 w
—4 1.— .094- .094. 1.- 0 LL
le� () 0
TABLE 9: .074' 062' .074" 062" 074" 0 0)
•G62' z
FRAME L
E
E
ASSEMBLY
S
U
E
R
RA�
GL
E
E 7Y
COINNERS TO
N.E
T.,=.,.
fAE A.7R MITERED
=1 WITH ""0
'LOS
.U." AN OF. E LOS )AN E E
EXTERIOR
FLANGE FRAME
174"
Item 1,37S" <
# POT Part# DescriptlIon Material 76" k
I 4253C Flanged Frame '— Z
?44H
Alum.6003�T!5 Pq to
i —f 3: 0
izw 438*
.43V —f ii
2 4285 Equal-leg Frame Alum.6063-T5 D$D'-- 0 fn Z
3 4256 Integral Fin Frame Alum.6063-T5 FLANGE FRAME EQUAL-LEG FRAME 1.125, Ir:3 -=jn
— o7r z
4 4255 7116*Larni.Glass Bearing Alum,6063-T5 #42530,6063-T5 #4285,6063-T6 R
5 4254 I.G.Glass Beading Alum.6063-T59
FIN FRAME w
0
Be 4270 Installation Fastener Cow Alum.6063-75 Q
6b 4224 ton Fastener Gofer #4256.6063-T5 LL
installation Rigid PVC
10 70589C Gasket(at 90*comer Joints) Polyethylene 1.206' .346"
11 TP24718 Vinyl Bulb Weatherstrip Flex PVC,Duro.65 71--1 1.037"
13 now 899,GE 7700 Silicone or Equiv.
.875'
20 71652K Setting Block,Mono.3116"x 7/16"x 4' Neoprene,Duro.85+/-1
21 71704AK Setting Block,I.G.3/16'x I-3/32x 4' Neoprene,Duro.85+1-1 .060' No,55705
22 DURAK716 7116'DuraSeal Spacer 3116"&1/4'
I.G.GLASS INSTALLATION
� :2 1#6x 1-1/4'FHSMS d'Steel GLASS BEADING BEADING FASTENER COVER T SEO'
30 781 PQX 1#8 x 11-Quad PH SMS #4258,6063-T5
-T588 -T5
Stainless Steel #4254,6063 #4270,6063
NA\-, '0
IIIII11%
X LYNN
MILLER,P.E.
P.E.#
58705
Florida Building Code Online Page 1 of 2
J
,_ r �'T z-�+ -+r`•-'"'T Ye. ',� a.TM^ud^-sem _ >3 -"- W..-
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PrOfessi ial M product Approval
� -...USER:Public User
Regulation
Product Approval Menu>Product or Aoolication Search>Aoniication List>Application Detail
'""'
s
� T FL#
Application Type irmation
Code Version
Application Status
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email rive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature ]ens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
TAS 202 1994
Equivalence of Product Standards
Certified By
W I affirm that there are no changes in the new Florida Building Code which affect
my product(s)and my product(s)are in compliance with the new Florida Building
Code.
Documentation from approved Evaluation or Validation Entity 'Yes '..'No (.'N/A
FL261 R9 COC FL261 to 2014.odf
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquaucolwmuGtbI... 2/1/2016
Florida Building Code Online Page 2 of 2
' Product Approval Method Method 1 Option A
Date Submitted 06/29/2015
Date Validated 06/29/2015
Date Pending FBC Approval
Date Approved 07/05/2015
Summary of Products
FL# or Name Description
261.1 Aluminum/Vinyl Mullions
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL261 R9 C CAC 14-1105.Oi.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05
Design Pressure:N/A
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for
product performance Information,and mullion clip anchorage details. en led By: is -
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
sccun at�Taaie
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i
M IAM I•DADE WIMINII—DADE COUNTY,FLORIDA
0 PRODUCT CONTROL SECTION
DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599
NOTICE OF ACCEPTANCE (NOA) wmv.miamldade.eov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,Fl.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product
Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series xxtr'u ed t m' t r uwe r n-L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistan Aluminum Tribe Mullions",
sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith the latest revision dated 01/29/15,
signed, sealed and by Anthony Lyme Miller, P. E., bearing the Miami-Dade County Product Control
Revision Section stamp 'With the Notice of Acceptance number and Expiration (late by the Miami-Dade
County Product Control Section.
MISSILE IMPACT RATINa :ge a tII, .nwa v jssr=ct Resistant
LABELING: Each unit shall be-ar a permanent label with the manufacturer's name or logo, city, state,
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 nuanufactllrer or its
distributors and shall be available for inspection at the job site at the request of the Building Official. .
This NOA revises NOA No. 13-0815.05 and consists of this page I and evidence pages E-1 and E-2, as.
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon,P.E.
NOA No. 14-1105{?i
MIAMI•DADE COUNTY f' f_ s�.v. Expiration Date: May 26,2016
(S
Approval Date: Febraary 12,201
2���ES Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 10-0819.05)
2.- Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01
through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision
dated 01/29/15,signed,sealed and 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 05/05/11, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under previous NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010
and with FBC Stn 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.
F. STATEMENTS
1. Statement letter of no financial interest, conformance to and complying with the FBC
5t"Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, conformance to and complying with the
FBC 2010,dated 06/06/11,signed and sealed by Anthony Lynn Miller,P. E.
3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by
Jaime D. Gascon,P. E.,Product Control Section Supervisor.f
gime D. Casco 1,P.E.
Product Control Section Supervisor
NOA No.14-1105.01
Expiration Date: May 26,2016
Approval Date: I+ebruary 12,2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS(CONTINUED)
4. Laboratory addendum letter for Test Report No..FTL-6443, issued by Fenestration
Testing Lab,Inc,, dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E.
(Submitted under-previous NOA No. 11-0922.01)
5. Laboratory compliance letter for Test Report No. ITL-6443, issued by Fenestration
Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson,P. E.
(Submitted under previous NOA No. I1-0922.01)
6. Proposal No. 10-1070-R issued by BNC to PGT Industries, Inc., dated 01/07/11,
signed by Ishaq I. Chanda,P.E.,Product Control Examiner.
(Submitted unde►•previous NOA No. 11-0922.01)
G. OTHERS
1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT
Series Aluminum Clipped Mullion-L.M.I.",approved on 11/31/13 and expiring on
05/26/16.
Jainie D.Gascon;P.E.
Product Cmrtrol Section Supervisor
NOA No.14-1105.01
Expiration Da te: May 26,2016
Approval Date: February 12,2015
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NONIMPACT OR LARGE AND SMALL ® �
i)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE
0,
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES........................
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS................._............
1
ELEVATIONS. 4
_................................1 rc
FIGURE I: MULL TO 2X WOOD........................2 w
MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO IX 8 MASONRY..............2
MULLIONS / � 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
SEE DETAILS RECTANGU AR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP, MULL TO MASONRY.......................3
AA.G,H;
SHEETS 2� SHAPE MULL TO STEEL SND.................3
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3
j DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS.....................q O F
/i ♦ 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%.375 MULL SPECS............._6
/ \ INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS -7 �tl 0n
_ 1 1 X 2.75 X.65 MULL SPECS.........._B Z )o
SEE DETAILS / III /III 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS.......9 m O p
A THRU-3 _ _ \ SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS_.._.._._..10 ] 1- M co
III 1
A THRU G; i X 4 X.375 TUBE MULL SPECS....11 Q J
SHEETS 2.T - --- ONLY TWO ADJACENT UNITS AT WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN F•'
SHEETS 2� PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1 X 4 X.375 T MULL SPECS........11 W
1.25 X 3.168 X.265 MULL$PECS...12
OPENING 1.25 X 3.25 X.100 MULL SPECS.....13 z W i �•
MULL'
HEIGHT
FOR T 6)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
Z g 8
LENGTH HORIZONTAL 1.25%3.94%.624 MULL SPECS 15 j z s c
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 Q I lZ
SEE DETAIL E, 2 X 6 X.25 MULL SPECS................17 cn
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT W
SHEET 3 1.26 X 2.11 X.125 MULL SPECS....18
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Z F Q rn o
30'X 3.25 BAY MULL SPECS.........19
REACTIONS. 45'X 3.25 BAY MULL SPECS.........20Z O
N :r_
MULLION B CLIP DIMENSIONS 21-23 I_ Z m
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSVAFBPA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1 8 2.............................24 fn
PaooucrsMnv ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES........_............25 W
BE OF ANY TYPE
MUST BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING FL Z (n u)
MANUFACTURED
eY PGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U W Q
IIIPGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q..Q) O O
,/SEE DeraLs 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. — p€p o
HORIZONTAL A-D,G,H; s b-k'
MULL SHEETS 2J 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
LENGTH HORIZONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
MULL
LENGTH INSTRUCTIONS:
1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD.
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR"TRIANGULAR/TRAPEZOIDAL". PRODUCI'REWSED
as wluPlying with DmFlorids
1--HORIZ.MULL LENGTH---j 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING Dundl"SCod¢
MULL r—OPENING WIDTH—1 THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Aoocptmica Q,S.
'I LENGTH r MULLION CAPACITY(LBSIM)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN I 1106
f� OPENINGAIULL
STEP 1). �;�����•_,�
HEIGHT V114M BdtD Product C..I.1
OPENING MULL FOR5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED LBS).THIS VALUE
HEIGHT LENGTH Muu VERL MULL REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 1111 I I I I/(,,,
f� ILENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ���`�% .. Ny 4
L L LANCHORISUBSTRATE/ANCHOR•CLIPPATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P?•'' VICENS'.X
CAPACITY IS MET.
PE THNo.58705 :yy
SINGLE MULLION SINGLE MULLION _1FOR 7)IF THE MULLION CAPACITY(LBS")OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIF'T')FOR THE '.
FOROPENING _-OVERTICALTH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS - �Q
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE �(( rf C
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 'O,(\••, STI E4(�FI> (v��
FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION a
CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOW ER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION :,ISS
PRODUCT ASSEMBLY. �E�1 ����
G
9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. I7 I1\
A.LYNN M(L_A,P.E.
FL P.E.#58705
DETAIL A: DETAIL B: In
MULLION
MULLION TO 2X WOOD BUCK ,— MULLION ATTACHED TO 1X MULLION TYP ANCHOR
OR WOOD FRAMINGBUCKSTRIP
WOOD BUCK AND MASONRY /—PER SUBSTRATE,
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SEE SEE TABLES IS-168
MULLION
4 1 z
SEE SHEETS n i I MIN 23KSI
2f-2S 4 CI;U.. 0
BERNER THE I CONCRETE OR EDGE lL
I R THE
TAND: I- -j
4 '--�D..VE iA.LES =3
TANDARDOR LOCATIONS w
OFFSET M(JU. EDGE 4 EDGE DISTANCE IB-16D
CLIP MAY BE
AL
EINSTALLEDBY 4 4 1 DISTANCE FOR MASONRY -59
THIT. FORWOOD
I DO
SMETHOD, ANCHOR$ c> 0
o 4 SCREWS .2151MAXPOR .4SIDE VIEW I--
ALL MULLIONS 4
4
44
STANDARD GR �-
4 4 4 z 5
4 EXTERIOR
a THUS 4 EDGE cln g— z
4
4 DISTANCE 4 < Z
FOR F- Z
MASONRY < mZ0
THE OFFSET CUP I$ ANCHORS — z
E 4
EXTERIOR 4 WINDOWS,BUT A1AY (o
ALSO DE t15E0 FCR LU
OTHER FRAME TYPES.
0:
Z Q O 0
ti
In
'o
TYP,ANCHOR TYP.ANCHOR
TYRANCHOR PER SUBSTRATE, PERSUBSTRATE, A 1.9
PER SUBSTRATE, / SEETABLES IB-108 SEE TABLES 10468
SEE TABLES W-168 ..EIEND
—tDISTANCE BUCKSTRIP
SEE TABLES ANp
EMBEDMENT SUCKSTRIP I&IBB _ ATTACHMENT
AND EMBEDMENT'
ATTACHMENT
• BYOTHERS,
SEE NOTE I,
SHEET t MIN 2.7 KSI CONCRETE OR CM.U• PRODUCTREVISED
SIDE VIEW FRONT VIEW w vonvlylas%ft LbeFlodd.
FRONT VIEW
u
IN, 4
Accop
20
INSTALLATION NOTES:
.vflaml 340 PlOdUCI Confro-1
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 ANCHOR DISTANCE,THE ...LYVV
.... ....
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE OCE
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 'vi�
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD,
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 'u
4C,
5)FOR MASONRY APPLICATIONS IN MIAMI-DAOE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED -Z
ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRYANCHORS,
JA LY y
E.
L PY 58705
DETAIL E: A
—1 .125•MIN. MULLION TO MULLION ® >S
DETAIL C: INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO MULLION �K4
MASONRY STRUCTURE (U-CLIP) 1)MAY BE INSTALLED IN'TEE'OR
(STANDARD CLIP SHOWN) vAalEs INTERSECTIONS. n2a U
z
2)MAY BE INSTALLED HORIZONTALLY
(SHOWN)OR VERTICALLY.
EITHER 7HE I
PER RSUUBSTRATE. Lc^ 1 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 T3 m
SEE TABLES 18•178M
sraNDARDoa I FOR CORRESPONDING MULLION. m
OFFSET h1ULL I I TOP VIEW zz
CLIP MAYBE I I EDGE DISTANCE MULLION H•
INSTALLED BY I FOR MASONRY J
ANCHORS LLl
THIS METHOD. VARIES i--� J W
I _
1112 STEEL SCREWS, A Tn
SELF-DRILLING OR PRE-DRILL
\ MULLION AND USE SMS0 o O
m m
` O H
7 m m
if MULLION F- Z -1
EXTERIOR �° n e 0 j
THE OFFSET CLIP IS \� F �• �2
EFOR DISTANCE ° RECOMAIENDEO FOR Z V g
FORONRY
S HORS d FIN-FRMIED _INTERSECTION
° WWO SEUSE WAYFOR UCLIP IO 7
INDOWUSEOFOR Q °z-
F n OTHER FRAME TYPES. EXTERIOR Z
TYP.ANCHOR ° Z Z Q N 0
PERSUBSTRATE, d Q ° Q O Z W
SEE TABLES IB-13B U)
TYP.ANCHOR SEE SHEETS 2CAT(ONR $O y8'.--
BUCKSTRIP PER SUBSTRATE,AND MOLE LOCATIONS
SEE TABLES 1B-13B FRONT VIEW EDGEw
BY OTHERSi SEE TABLES 1- j
SEE NOTE 1, 1B-138 U Z Q 7
EMBED hfFNT SHEET 1. -• d• Z
• • - - EDGE mO so
DISTANCE _
—�I-SEE TABLES SIDE VIEW
MIN 2.7 KSI C MIN 2.7 KSI CONCRETE OR CMU 10.138 O
SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: STRUCTURE
TYP.ANCHOR
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o. PER SUBSTRATE,
` SEE TABLES IB43B
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS RODULTRBVISBD
1 °' �� ® comptytngwhh(hcFlodda
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR ugdlog Oodc _ N�-T�
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE cnytomxlNad2 `�
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS DBIC
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION
fiwrd ado Product Comm
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.
11111
5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DISTANCE �� ONY LYNN
ELCOULTRACONORELCOI/4'S.S.AGGREGATOR MASONRYANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES ;� ��N•• "'•.���( ���
FRONT VIEW 18GAANOCOMPLMTWRHTHEFLBUILDING IB-133 Q'.•' �10EMSF'•.�F���
CODE.A 2X WOOD BACKER MUST USED.
ATTACHMENT BY OTHERS. ND.58705
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW -
NOTES:
1)FOR2XWOOD-BACKEDSTEEL STUDS,WOOD T.•'., STTEp
ANCHOR VALUES MAY BE USED, �:�151•'•:c�ORIDP,,.•'�.���
2)SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20,FOR QUANTITY OF SCREWS. A. 1LL�`�2,P.E.
FL P.E.#58705
DETAIL F: DETAIL G: DETAIL H: D �
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION <�
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o
SEE DETAILS AE,
SHEETS 2 AND7 FOR INSTALLATION /_BA M LL
TO SPECIFIC SUBSTRATES. BAY MULL
N
yy
MULLION I 1"913
O O Z yW
O O W
O O O O J
J W
O O TOP VIEW
EAl
1=n
SIDE VIEW j LU U CO
SHOWN WITH V X 4'X.125' I TOP VIEW I I ] Z m rn
MULLION I I I I {— J
I j /—TYP.ANCHOR
EXTERIOR I i i / SEETABLER158OR16B Z U g m
d> I g 8
I TYP.ANCHOR I I I F" W
STANDARD MULLION CLIP I APER SUBSTRATE. - EXTERIOR ,� m o lZ
MODIFIED TO FIT FIELD SEE TABLES I8-14B p I Q Z r
CONDITIONS. i I I I 2'X 6'ANGLE CLIP,
Z Q m
I 1 I 2 PER MULLION END,MUST BE Q O Z N r
I I I I INSTALLED INSIDE OF BAY MULL, f" 1'-• a0
MULLIONI p Ln
� oo Br
Ill J
2'X 6'X.125'
I j I I ANGLECLIP. Q Z Q 2j
I I I 2 PER MULLION END, — Z O Q
Q ` 1 I MUST BE INSTALLED Q" (n Tn
I I I INSIDE OF MULL. k,'0 f.0
cb
d$ g fid'm2
I
'�,_TYR ANCHOR
PERSUBSTRATE,
SEE TABLE 18.148
INTO WOOD,
STEEL,ALUM
INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED IN-FIELD.
ExTEOWOR VISED
6OGPI"0111gosk CP� _49 ' ®`` mmmplyhlDUCf g with ft Fkddo
I" 4� F BAc
AweNoNo
G) INTO WOOD,STEEL, b01C Q
ALUM,CMU OR MASONRY O I
EDGE
DISTANCE 111arD1 ed0� FYOduct Canlfa
PER
ANCHOR \111111111 iT�
DISTANCE \\\ ON LYN/V4
PERANCHOR O NOTES FOR INSTALLATION OPTION G&H: ��Q��?•''10ENSF'•(�R,p
NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. 1+ No.58705 /
x
2)DETAIL G:SEE TABLES 10-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125'MULLION. LOCATIONS.
2)SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 186 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE =�Q'• §qTE� 5 ;'•�
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ��(C\lS'•.'�CORIDP.•''G\�
A.LYNN IvVII LER,P.E.
FL P.E.#58705
TABLE 1A a �
MulllonCapacity Table Ibse
Ope ring WIdth(for verlical ly-sparvii rg mullions)or Opening Height(for horizortally-spa rining mullions) k'� �
501n 601n 70 in 601n 801n 1DO In 1201n 1401n 1601n m16 p
Rectangular Trepllrlang. Reelanguler Trep7111mg. Recaangular Tmplideng• Rectangular 7raplTdeng. Reclensular Trap/mang. Reclangular Tmprrdang. Reetangula Trsprrdang. Rectangular Rapfrdang• Rectangular Trep7Tdarg. Y'0
1 It 2%.126 Loafing Loading Lowing Loading Loadug Loafing Loading Loading Loafing Loadrng Loading Loadng Loafing L-11 g L.,In9 Loading Loading Loafing 92 g O
Alum.Tube . �_ �' k F �_ i e P F f� f � €.. 1 �' & �' ;^ F f- F .� �' �,. �' �'.. � E � �
Mulllon .q a $ � q g� a� g.�, ag R g� g 04
5 8 t3 d" 3 3E 3 tY 8 6 3 $ 8 b 3$ 3� E d� S 3 lY� d� s m
Z '0� W
31
o
421. 111.8 408 129.5 332 93.2 488 115.5 325 79.8 408 167.8 321 69.9 408 164.4 319 62.1 408 104.0 319 55.0 408 104.0 319 46.6 409 104.0 319 39.9 408 104.6 319 35.0 400 104.6 319 J W
48 in 74.9 312 83.8 268 62.4 312 73.4 262 53.5 312 67.0 246 48.8 312 63.2 246 41.6 312 81.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.6 312 61.0 214 23.4 312 81.0 244
50.626 In 63.0 281 70.6 234 53.2 261 61.5 228 45.8 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 28.6 281 49.3 219 22.8 28I 19.3 218 20.0 281 69.3 219 W o Q
{Gg 541n 52.0 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 iW 32.9 247 41.5 198 29.2 241 39.4 194 26.3 247 38A 193 21.9 247 38.1 193 18.8 247 38.1 193 16.4 247 38.1 103 CO M
e 60 in 38.4 200 41.2 170 32.0 200 35.4 166 27,4 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 158 F_ J
J 631n 33.1 181 35.3 155 27.6 let 30.3 152 233 181 28.9 140 203 181 24.5 149 18,4 181 22.8 144 18.6 101 21.7 143 �
(n m
661n 28.6 165 30.8 142 24.0 165 26.1 139 20.8 165 23.I 138 18.0 165 21.0 134 - Z C�
721n 22.2 138 23.3 120 19.5 139 18.8 118 15.8 139 17.5 118 Z
761n 10.9 125 19.7 109 15.7 125 18.8 107
Q J
76 In 17.5 118 18.2 104 Z a- .-•
7 Q N O
TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: Fa.- 04 bZ Eo a0
Anchor Capacity Table(lbs) 8
ANCHOR CAP.,,,,,, ,
Substmle: 2.7k Can Wr 3.5k COnc. NOR"CMU Filled CMU PT Wood Metal (OP,)X� )=ANCHOR CAP.,,, Cn
UJ .
'&16'Elco 1/4'Sr Eko 5116'Elco 1/4'SS Elco 910 Steel 012 Steel 812 Sted MULLION CAP.,„,,,,,,, W X
Anchor Clip Patterns AncharTypo: 3118'Elea Ul9ecan W'Elco 1711reaon 3116'Ek.Ulbsan 1/d'EI..Ullracan Y Y
Uluacon Aggrscata Ultmcon Aggraaala 8c (051 Screw(G5) Screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHORN Q
Edge Dlslence ft 1" 2-12' 1' 2-12" 3418' 1' 2-12" 1' 2A2 1' T 3-9' T 0.48• 0.54' 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN
UE
Embedmml(N): 1-314' 1-3/4' 1.314- 13/4' T 1-114' 1-1/4' 1-1/4• 1-114' 1-114" 14/4' T 1-3/0- 1318' sada. ACTUAL PRESSURE REQUIREMENT FOR THE Q r Z O O
2Amhors Q 4.75'Min.O.C./Standard a Onset Clip(Flg.1): 39D IW 390 lbs 450lbs 8901bs 16441bs 2701bs 2801bs 3540. 740 lbs 37416s 88/1bs 946 lbs 341 In 4421bs 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION dg y;Q to
4 Anahaa @ 1.15'Min.O.C.I Slandad(arOOsel)Clip(Fig.2): 4801bs 700 lbs WA WA WA WA 3801bs WA WA WA WA WA Mz lbs 885Ibs 112011» CAPACITY FROM THE TABLE OF THE SELECTED CIS s.0
4AnoMrs®3'MIa O.C./(2)2x5 Angie alp,I(Fig.3): 7800, 760lb. NOlbs 1560lbs 1896 Ics 51010.. 5801bs WA 7601bs 74815. 8900. 18921W 6821bs 86516. 1120I1u MULLION.IT WILL YIELD AMINIMUM ANCHOR ^ oa f
2Anchas®0,45'Alin.O.C./U-alp,Inlo.12Y Alum.(Fig.4r WA WA WA WA WA WA WA WA WA WA WA WA NIA NIA 71510. CAPACITY WHICH MAYBE USED TO QUALIFY
Amhorl F-C1lp(Fig.5): 1950s 195lb. 2250. 445lbs 6221Ds 1351ba 14016. 1770s 3701b, 1871bs 3721bs 47316. 17016. 22116, 28D lbs ADD OR OPTIONS FROM THE
2 Anthem Q 1.15'MN.QCl F431p(Fq.e): 24D Ib, 350 his NIA WA WA WA 190Ibs N/A WA WA WA WA J41 lbs 44216, 5601bs 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: PR DUCTRHVISIM
• • • • as MVIying t nh 1ha Plodde
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Dundlly)4]We
• • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -y 1.000' r-- AvccpOmpo No �� �01
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. -
FIGURE 3: Niemi edit Pm uct Conhrol
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' X111 I I I I I I I I
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L 125" +� (�ON•""••�M7(�`rP�'
ANGLE CLIP MUST BE USED IN PAIRS. L10Erys'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
FIGURE 4: FIGURE 5: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BEA MINIMUM OF.125' I _ No.58705 =_
t�7I�'I I THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1"X 2'X.125'MULLION _
LEAST.125"THICK AND A36.ALL
ll�J • • ANCHORS
T E MATERIAL.#10 A CHO S IN8-8 TO WOOD MAY BE EEL, S.S. LEAST
SCREW THREADS BEYOND
S.S.
- CC-
O�•. SATE F
''sAL SNI`
A.LYNIJ'MILL6,P.E.
FL P.E,#58705
TABLE 2A R
Mullion Capacity Table Ibstfe u
Opening Width(for voitcalty-spardi millons)orOpening Height(for hoizonU3lysparningmUlions) ® 5�
50 to 801n 70 in 80 in 8p in ICO In 120 In 140 in 7601n INN
alar TmpTdatg. Rectagular Trapiniane Reo ugalar Trawdang. Reclaruw.' Ttap77dotg. Ractat+8olat Tm Wdarg. Raelargu!at Tmis(rdaro. Rectan0vlar TtapTdaM Reclang.laf TrapTrlwo. Reclan{pafat Ttapl74sne.1X27c.3r6 Loading leadlrg Loadf(g i-oatl6g i-oacOg Leadng Loading t.oadftg Leadig Loading L.Frtg Laadfne Loading Loading Loa<0ne Loafing Lowino L0-161v
Alum.Tube H,i 11l,
�.„ �. F F F Ti Mullion ` 51ga g R S $ -11 �L $ $ 9 8 (A Nrc W
Z mLU
421n 170.0 020 170.0 435 151.3 662 170.0 470 129.7 662 170.0 506 113.6 672 16&6 618 100.8 662 168.8 517 9D,8. 662 168.9 617 75.7 662 16a9 517 64.9 662 166.9 511 16,41f662 108.8 917 0 W
d81n 127.8 607 138.0 479 101.4 EDt 7t&2 4f0 86.9 507 508.7 -003 78.0 6DT 1026 399 07.8 507 69.6 397 608 607 89.0 306 60.7 507 99.0 396 43.4 607 99.0 396 3d0607 99.D 396 J W
50.6251n 103.7 456 114.6 379 60.4 456 99.9 371 74.1 456 90.6 364 64.8 456 64.6 360 57.6 456 81.3 357 51.8 456 80.0 356 43.2 456 60.0 356 37.0 456 80.0 356 324 456 one 3W Q'8 (n
54 In 05.4 400 83.3 336 71,2 400 00.9 328 61.0 d00 M.] 322 53.4 4aD 873 318 47.5 400 64,0 315 427 400 623 314 35.6 400 S1.8 313 30.5 400 61.6 373 26.7 400 61.8 313 W Q� 0
M
ca
a' tn 823 324 66.9 278 54.9 324 57.6 270 44.5 324 65.2 204 38.9 324 45,9 26D 34.6 32q 43.8 257 31.1 324 d20 255 25.0 324 40.6 253 222 324 40.5 253 19.5 324 40.5 253 {/l
631n 63.0 2114 67.4 262 44.8 294 49.2 246 3aA 294 43.5 241 33.8 294 39.8 237 28.9 294 37.1 234 26,0 294 36,2 232 224 294 33,6 230 19.2 294 33,4 230 16.8 2D4 33,4 230 F J
66 in 48.8 260 49.6 230 340 266 424 225 33.4 26H 37.5 221 29.2 256 3i.i 218 2a0 278 31.6 215 23.4 Me 29.8 212 79.6 268 29.0 210 16-7 268 2T-7 209 14.6 268 27.7 209 2 �Z �•
721n 36.0 225 37,9 196 300 225 322 191 25.7 226 26.4 188 225 226 25.6 185 20.0 225 23.5 182 18.0 225 22.1 260 lS.O 225 20.3 177 129 225 19.6 176 17.3 225 10,6 176
781n 30.8 202 32.0 177 25.5 202 27.2 173 21.8 2CY2 23,9 17D 1g.2 202 21.6 167 17.0 202 19.7 165 15.3 202 18.4 103 12.8 202 1e.7 160 10.8 202 15.9 158 9,6 202 15.8 158 O Z
781n 2a3 192 29.6 168 23.6 192 26.1 165 2&2 192 72,0 162 17.7 192 7&T 169 15.T 792 18.1 157 14.2 192 16.8 156 17.8 192 15.2 552 10.1 182 74.4 150 8.9 192 14.2 154 Q .�
go in 1&5 144 Y9.0 128 15.4 144 16.1 126
%In 15.2 127 15.6 113 ,Q Z r
vi (rye g�ar
TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA: (A
Anehor0e a61 Tablefibs) ANCHORCAP.,,w,,,,,,E W X
Sa6sbaie: 27k Concrete 3.5k Cone. HOBcw CMU Fated CF6.82
T Woad Metal (UP,,�}Xt )=ANCHOR CAP_ Of x SG
Sia-Elco 1/4•SS Elco 5/16•Elco 114'SS el a12 steel a12 aleel MULLION CAp.,,",,,,,F I! � (n
Atchw Type: 3716'Elco Ullm4on 1!4•Ek.Ul9acon 3'18"Elco Ulaecm 114'Eleo Ulttaeon X
Anchor Clip Patterns UHlacan Agg aGala Ui9asm A99reG5)screw(G5) sraaw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR U
Edge Distance pn): 1' z-1@' 1' 2-1rY 3.110' I. 2-112• 1' 240 T 3.118• 2' 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN dem Z y�Nt-1
Embedmantpn): tato' 1-314• 1-314' Yar4• 2' 14' i-t14' Mir 1414' 1-714• t-114• 2' ' tmw tares ACTUAL PRESSURE REQUIREMENT FOR THE �a m0�'V
2 Ancham 4:715W:min.G.C.7 SIa�aN ar G3set Clip(F1D.1); 3901.. 350168 450@s 8901bs 16441bs lbs 2801bs 35916. 7401bs 374 Ite WAIm 948 lbs 4421b 56p lbs OPENING,WHEN IT IS LOWER THAN THE MULLION b 0=
Oasat}CBp(Flg.2): 4611 lbs 7036. WA WA NTA A 38016. WA NIA WA WA WAs 885 tOs 1!2016. CAPACITY(FROM THE TABLE)OF THE SELECTED as o ��
4 Anchors hfi Angle Clips/(Flit.3): 780 lbs 7801bs 680Ib3 1560lbs 769016. 5401bs See Ibs WA 78016. 7481W 880[be 18921s 885 1b. 7120lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR
2Ancfwre®0.45'Mtn.O.C.l U121p,lnto.125•A1am.{Fit.4k WA WA WA WA N/A WA WA WA NIA WA WA WA WA 7f5•be CAPACITY WHICH MAY BE USED TO QUALIFY
1 Arn6or/FCtlp(Flit,5): 7951bs iB51ps 2251bn 44516. 8221hs 13516. 14016. 1771b8 370)68 107 lbs 332105 473167 17016. 221 Ihs 26016. ADDITIONAL ANCHOR OPTIONS FROM THE
2A.Chae@1.15'Min.O.Gl F-Cllp(Flg.6); 2401bs 35tl Wa WA WA N!A WA 78016. WA NTA WA WA WA 341165 4421bs 66016. ANCHOR CAPACITYTABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE FIGURE 1)SEE NOTES: PRODUC7')'1EVI58D
�'o1014 8
DOr7d[ with the Florida
• 49 Cb*
. . i)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Amptm I
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --j 1.000" (-- Daw
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Dy
Dy-•�- .�as.s�.-
FIGURE3: uct Control
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 2.00
0" (t 117 t+
FIGURESHOWS SUGGESTED,APPROXIMATE HOLE LOCATIONS.RESTRICTIONS SHOWN ON SHEETS 21-23. L
`\���ONy LYNN Mfg li7�i
ANGLE CLIP MUST BE USED IN PAIRS. t,� •'�,1GENS�'••�F,fa rf
4)SUBSTRATES*CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375"
FIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATEDNo.58705 '
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 5063•T5 AND BE A MINIMUM OF.12W
0 • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT V X 2'X.375"MULLION
LEAST.125'THICK LL AND A36.ALL ANCHORS INTO METAL SHAEXTEND AT LEAST 3 SCREW THREADS BEYOND +-0 �'
THE MATERIAL.#10&012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. - `rn-ElF� ::([/,j
A.LYNN M1121!9R,P.E.
FL P.E.#58705
TABLE 3A ® n
Mullion Capacity Table Ibs7H2
Opening Width(for Vert Ily-spanning mullions)or Opening Height(for ladzontaly-sparlling millions) Ce
501n 601n 701. 801n 901n 1001n 1%In 1401n ISO in ld o
1%2.76% Reclongoar Trspriti.q. Rectergul" 7repRdano. Rectangular TniplTdang. Rld.drdar 7raang. Rectangular hep7Tdeng. RecteigJer TapRdang. Rectangular 7rep/Tdang• ReclangNar TraplTdang. Rectengufar Tnap/ltlang. �aY
Loading Loaeing Loafing Loading Loafing Loading Loading p/m
Loading Loading LoaQng Loacing Loading Loading Loading Lowing Lwdtng Loading Loacing oZr g O
.376 Alum. LL
Tube �a �,. •�i �,. � �' P � �.. �o.- � �,. '�,. •� � �.. � �,. � � �,. �
Mullion ..� � $ m
tori W
42 in 170.01 820 170.0 435 170.0 7" 170.0 478 170.0 See t70.0 606 1170.01 992 170.0 519 170A 1110 170.0 521 170.0 124D 170.0 521 148.7 1301 170.0 521 127.5 1301 170.0 521 111.6 1301 170.0 521 O W
J W
481. 170.0 708 170.0 524 170.0 650 170.0 SM 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 138.6 1139 170.0 680 113.9 1139 170.0 650 97.8 1139 170.0 660 85.4 1139 170.0 680 _
Rm
50.6251n 170.0 747 170.0 563 170.0 596 170.0 631 167.6 1032 170.0 684 148.5 1072 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 87.8 1032 170.0 756 83.9 1072 170.0 756 73.4 1072 170.0 768 l!) o$ O
541n 170.0 797 170.0 612 161.3 907 170.0 691 136.2 807 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96.8 007 141.1 710 80.6 907 140.0 709 69.1 907 140.0 709 60.5 007 140.0 709 CO o F
(h
60 In 141.1 735 151.5 625 117.6 735 130.3 611 100.8 735 116.0 599 88.2 735 106.2 690 78.4 735 99.5 563 70.5 735 95.1 578 58.8 735 91.5 574 50.4 735 91.a 574 44.1 735 91.8 574 F=- to J
631n 121.9 668 130.0 570 101.6 868 111.5 557 87.0 660 98.0 547 78.2 668 90.1 530 67.7 668 63.9 631 60.9 We 79.8 520 50.8 660 75.8 521 {3.6 666 75.6 521 38.1 668 75.5 621 8
b1
66 In 108.0 607 112.4 522 66.3 607 06.1 511 75.7 607 85.0 601 66.2 607 77.1 497 58.9 607 71.5 486 53.0 607 67.6 481 44.2 607 63.4 470 37.8 607 62.7 474 33.1 607 62.7 474 z CL m „�
c (gpy
72 In 81.0 510 85.8 443 68.0 510 73.0 431 58.3 10 64.7 a% 51.0 610 57.9 41B 45A 510 67.3 413 10.6 510 50.0 408 34.0 510 45.8 102 %.2 610 l4.4 399 25.5 510 4/.J 799 lL
TB in 69.4 458 72.5 !00 57.8 458 61.7 392 49.6 458 W.1 365 43.4 456 49.6 378 38.6 459 44.6 373 34.7 458 41.6 388 28.9 456 37.7 362 24.6 458 38.0 359 21.7 /58 35.7 358 J J Z
78 In 64.2 135 67.0 Sal 53.5 435 56.8 373 45.9 435 49,8 360 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26.8 435 34,4 344 22.9 436 32.8 341 20.1 435 32.2 340 Q = r
90 In 41.6 327 43.1 280 34.8 327 30.1 255 29.0 727 71.8 280 %.1 327 20,3 275 233 327 25.7 271 20.8 327 23.7 266 17.4 327 21.0 %2 14.9 327 19.3 256 Q n Z N Oz
96 in 34.4 207 55.1 257 28,7 267 %.9 252 24.6 287 %.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 t4.3 237 14A 287 16.9 232 _
M 0 O
1081n 24.2 227 24.7 205 %,2 227 20.6 201 17.7 227 18,0 196 15.1 227 16.0 1D5 rn X o
W u3
111 In 227 215 22.7 184 18.6 215 19.1 191 15.9 215 16.6 188 WFL t•
N
1. 17.6 154 17.9 187 U x Q O 0
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d=� Z 1000
to
Anchor Ca act Table Ibs ANCHOR ADJUSTMENT
<a 0 s.0
Substrme: 2.7K Corcrele 3.5K Caw. Hollow CMU Fined CAW PTWmd Metal (DP,)X( )=ANCHOR CAP.,,, �mQ'
5116'Eko 1/4'SS Ek.5116'Eico 114'9S Elco tl10 Steel tl12 Steel 812 Slee) MULLION
AnchorC6pPattems Anchor Type. lll6'EkoUlbacon 1/4'EkoUlhecon 3116'Ell 114'EkaUllrecw
Uluxw ApgreGator Ultmew Aggregator Sc.(11 Screw(GS) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Dbl6nce M7 1' 2412• 1' 1 2.112' 3.118• 1• 2.17 1' 2.112- 2• 3.178• 2' 0.48• 6.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment0 1-/4' 1.3140 1-314• 1.34' 7 1-114• 1-114' 1-1M' 1-114• 1-1/4' 1-114- 2' 1�J6' 1.718• lades ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchors®4.75•A11n.O.C./Standard ci a tllp(Ftp.tk 390 IDS 390@s 4501Ds BBO Ib, 16441Ds =IWA380
280 IDS 354 ros 7401bo 3741b, ss4lbs 94sros 34t lbs 44210e 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors Q 1.15'Min.O.C./Standard(of O5sa0 Clip(Flg.2): 483 IDS 700 IDS NIA WA WA WA WA WA WA WA 682 IDS 8851ba 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Arch..:®3'Min.O.C./(2)2K5 AKID Clip,/(Fla.3): 7801Ds 7801bs 680IDS 1560lbs 1895 roe WA 7601b, 7481bs 6a01DS 16921os 682105 815160 712oMULLION.IT WILL YIELD A MINIMUM ANCHOR
2Am"@0.45'Alin.O.C./U alp,Inlo.125'Alum.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA NIA7151b, CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor/F-np(Fig.s): 185ID, 1951DS 225 ros 445103 0221bs 177lb. 3701bs 1871bs 3321b, 47316o 170103 221 Ibs 2ADDITIONAL ANCHOR OPTIONS FROM THE
2Anch-@1.15'MIn.O.CJFalp(Fig.8): 240 il. 350 Ibs WA WA WA WA WA WA WA WA 311 IDs 4421hs 6801bs ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. RODUC7 REVISED
.0 no whh ft Pbdda
uIldlag
Ooeplenco No
FIGURE 1: FIGURE 2:
Dat,
NOTES: -� 1.000' r _ � '
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
.fiww ado P4oduct Control
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11 I I I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�\\\ONS LYNN Afq
FIGURE 3: ��•' CENS CF
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750' ` Qom,•' \> C- 'P
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �c
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ No.50705 _
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ r
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED --3-75• ;n•' �`�1S
FIGURE 4: FIGURE 5: FIGURE 6: w-
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125• I FQ S-ATE OF 411`
• THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2.75'X.375'MULLION i��•' P4OnIOP,.•' \`
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 'i L4�s� '•••• �r\G.`
0 THE MATERIAL.410 8 412 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A,'LYNNllg1ILL ,P.E.
FL P.E.#58705
TABLE 4A ® yin
Mullion Cn ac Tabla I69fle)
Opening Width(for telticelly-spanning mullions)c rOponing Height(forinri7nMaIVVennirg mulllons) re
4<� ¢
5pin 601n 701n 80 In 9 I login 12 In 140 in 1601n
1 x 2.76 x ReclanB3lm TmpRdarg. Rectangular Trap/Tdan,. Reclangulm Trap/rI.M. Rectangular Tmp/Tdang. Reelanprlar Trap/iiong. Reelanadw TrapRdang. Rectangular Trap/Tda�. Rectangular TmplTrhng. Rectangular TraplTdang. S q�
Loading Loading Loading Loadn9 Loading Loadng Loading Loadag Loading Loading Loading Loading Loading
Lafld-B Loafing Loading Loading Loading c� i V
.650AIum, r r r y. r r r r a r r r ,�• p r F r
Tube In w
Mullion
V U v V V V U v V V U CO
s be i 6 °� es s� �� t' ss� a� _� � s; �� h. � r �� tr €� § �& �� a� a e $ 0) 500E
d � d� a �� dna
421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 Me 170.0 508 170.0 9D2 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 1 170.01 1488 170.0 521 168.71 1820 170.0 521 136.8 1820 170.0 521 J W
481n 170.0 706 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 061 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 880 121.5 1417 170.0 880 100.3 1417 170.0 600 o =
(n
50.625 In 170.0 747 170.0 583 170.0 888 170.0 631 170.0 1048 170.0 684 170.0 1185 170.0 723 182.6 1286 170.0 747 148.3 1288 170.0 758 121.8 1288 170.0 75e 104.5 1288 170.0 758 81.4 1286 170.0 756 ri
541n 170.0 797 170.0 612 170,0 956 170.0 691 170.0 1118 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 037 120.6 1130 170.0 650 100.5 1130 170.0 661 66.1 1130 170,0 661 75.3 1130 170.0 861 m O
� J
60 In 170.0 085 170,0 701 118.5 015 182.3 781 125.5 015 111.5 748 109.0 015 132.5 735 87.8 015 728 87.0 915 118.5 720 73.2 gib 111.1 715 02.6 815 111.4 715 51.8 015 111.1 715 Ir-
123.0 (�
631n 151.8 830 161.8 71D 120.5 830 138.9 694 108.5 830 123.2 681 04.9 WO 112.2 670 84A 830 104.6 662 75.0 630 90.4 656 03.3 830 94.5 649 54.2 830 04.1 648 47.4 830 94.1 649
111 d
861n 1J2.1 757 110.0 650 110.0 757 119.6 838 81.3 757 105.8 624 82,5 757 98.1 619 73A 757 09.1 000 86.0 757 61.2 800 55.0 757 78.0 SBS 17.2 757 78,2 501 11.3 757 76.2 591 z D-i
e _j
721n 101.7 636 108.8 552 84.8 630 01.0 540 72.7 B3B 80.1 530 93.0 838 72.2 521 58.5 Bag 00.5 514 50.9 83A 62.3 608 42,1 630 5T,2 500 38.7 638 55.7 IB7 51.6 830 55.2 197
_ J _j
781. 88.5 571 00.4 498 72.1 571 76.8 480 6. 571 67A 470 54.1 571 80.6 471 48.0 571 55.5 464 43.2 571 51.8 458 38.0 511 47.0 451 30.9 571 44.6 417 27.0 571 M.5 448
781n 80.0 512 03.4 174 68.7 512 70.8 165 57.1 542 82.1 458 50.0 542 55.7 449 11.4 512 51.0 442 10.0 542 17.5 437 37.3 512 428 420 28b 542 /0,0 125 25.0 542 40.1 123 Z o Q N o
go[a 52.1 407 63,7 381 43A 407 45A 355 37.2 407 39.8 340 32.5 407 35.3 343 28.9 407 321 338 28.0 407 29.8 314 21.7 407 28.1 327 18.0 407 24.1 322 18.3 407 23.0 310 F U�Z � o
AB In 42.9 356 44.1 320 35.8 358 37.2 314 302 358 32,4 309 20.8 358 28.8 304 23.8 358 28.1 300 21.5 358 24.0 206 17.9 356 21.0 289 15.3 358 19.2 284 � x
1081n 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 203 19.8 2H 16.7 283 18.0 240 15.1 283 18.5 237 W L0
1111n 27.8 261 28.3 242 23.1 281 23.6 2J8 19.8 287 20.8 235 17.3 281 16.3 231 15.1 267 16.5 218 N V1 Y
rn
120In 22.0 229 22.3 209 18.3 220 16.8 los 15.7 229 10.2 202 C.) x ; O O
a o� 4n m
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: a.
Anchor Ca aci Table Ibs ANCHORCAP,,,�,,,,,, __ �>�
Substrate: 2.71,Commle 3.5kCono. Hall"CIU FllledCAIU PTWood Metal (DP„)X ANCHOR Ulu." CAP.,,,
AnchorType:
516•Elco 1/4'SS Eko 5116•Elco 114'SS Ek"
Ntg Steet 812 Sleol MM2 d MULLION CAP„,�,,,,,,,J
Anchor Clip Patterns
Eko UlVacon 1/4'Eko UlVacan 9 3/16'Eko Ultracon 11V Eko UlVeean Aagrece+or ullracon Ag9reGakr Screw(os)Screw(G5) ScrMv(G5) USE THIS FORMULA TO OBTAIN THE'AN
Edge Uslance(in T 1• 2-12' 1" 2-11- 3418• 1" 2-1r2' 1' 2-112' 2• 3-1/8' 2• 0.46• 0.51• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Emta.Wnent(In): t-314• 1.314' 1-314' 1374• T 1-114• 1414- 1-114' 1-1/4' 1-1/4' 1-114' 2" 1316' 1-316' cedes ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchom®4.75 Min.O.C./Standard or Offset L11p(F19.1): 390 113S 390 lbs 450 lbs 59010. 16441bs 2701bs 60 lbs 354 ft740lbs 374 lbs 66416. 046 lbs 341 lbs 442lbs 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors®I.15•Min.0.r,/Standmd(or OB.el)Clip n.2): 48010. 700lbs WA WA WA WA 380 IM WA WA WA WA WA 68216. 8851 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchs4'43'Min.O.C./t2)2z5 Angle Crips I(Fig.3): 780 Ins 76016. 680M 1560lbs 189016. 540 lb, 560lbe WA 76016. 7481W Beg lbs 1892 in 682 las 805 bs 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Anchors@OAA Min.O.C./U alp,Into.125'Alan.(Fig.d} WA WA WA WA WA WA NIA WA WA WA WA WA WA 71510. CAPACITY WHICH MAY BE USEDTOQUALIFY
1 Anchor I F-Clip(Fig.s] tss lbs 18516. 225Iba 445IDs 822Ibs 135 lb. 140 ma 177lbs 370 to. 18nbs 332 lbs 473 lbs 170 ros 221 I� 20016,
ADDITIONAL ANCHOR OPTIONS FROM THE
2 anchors®1.15'Min.O.a/P-alp(Fig.s): 240'0. 350 ros WA WA WA WA 1901W WA WA WA WA WA 34115. 14z lbs s6o lbs ANCHOR CAPACITY TABLE. RODUCf RgVISBO
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. gnd'� the Florida
%cgcmco No
FIGURE 1: FIGURE 2: TABLE NOTES: I on ate
1.000'
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ty-
Alatnl ado Product Control
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \���01•••,••••,•ftj(
FIGURE 3: 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. 71 r No.50705 '
ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' -
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED v •' t( '
FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' t Z�S �'•��
SATE O- <(/�
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT F<ORIDP.•'• \�
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.650'MULLION
O e I I�I(jl� THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S.
A.LYNN MILLER,P.E.
FL P.E. 56705
TABLE 5A
Mullion Capaelty,Table Obsirej
OpaningWidth(for eertiralysparnirf Bbt(torb0F2L0ntoal rlgmullions)
SOIn 601n 70 in 801n r W 120 In 140 N learn °-
�
Re Wuular 'n Racten r ha da Rectae lar 7r t�fta Rectengallar TrapRdsrsg. Aeei
apTAarg. gufe pff ng. gu ap?daq. Reckangitar 7mptfdarm. . 'cia angular TrepRrtang. Raclang9ler TtaP77danp. y
1"x3.126"x Luading Loafing Loadng Lowing Loa Mg Loadng Loadnp Loadng Loafing Loadng Loafing Loading Wading Lcadng Loadag Loafing Loadng I Loadrg oY
.600"Alum .
Tube Mull � a is s� � N
0
421n 170.01 620 170.01 435 1 17D.0 1 744 1170,0 470 170.0 008 170.0 SOB 170.0 092 170.0 S19 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154A 1002 170.0 $21 -1 !1.!
70.0 708 170.0 524 170.0 050 1 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 681 t t 044 fl. .7 i577 170.0 880 135.) 1577 170,0 880 118.2 1577 170.0 660 � �
50.6251n iTO.0 747 170,0 563 170.0 898 170.0 631 ttoA 1046 170.0 6M lro.4 figs 170.0 723 Irlt) 1345 170.0 147 170.0 1494 170.0 758 141.7 1495 170.0 756 121.6 1495 t70X 756 106.3 1495 170.4 758 W. o a d
541n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 186.1 1401 170.0 837 149.5 f4pi 170.0 858 124.8 1401 170.0 881 106.8 1401 170.0 Ni 03A 1401 170.0 Of rn M
60 In f70.0 IN 170.0 70f 170.0 1003 170,0 797 156.5 1150 170.0 076 138.7 1156 167.0 928 123.3 1156 160.6 917 111.0 1168 149.7 010 92.5 1156 144.5 003 79.3 1150 144.5 003 60,4 1156 144.5 003 1- c j
6314 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 1565 860 itO.8 1449 141.7 816 100.5 1049 132.0 638 95.0 1049 125.5 028 19.9 1049 119.3 020 US 1049 118.9 Bf0 58.9 1049 1184 819 N
a 681n 186.8 965 170.0 789 139.0 955 151.3 804 119.1 955 133.7 786 1042 055 121.4 775 02.6 OSS 112.8 705 03.4 955 101.0 757 89.5 855 99.8 749 59.6 955 98,7 746 52.1 055 08.7 746 z d
j 721n 1285 60] 131.9 697 107.0 807 1149 662 91.0 803 101.1 670 011.3 007 912 859 T1A =248
&9 843 803 70.0 842 53.5 803 722 632 459 803 600 820 {P.1 893 09.7 827 J y Z
781. 1082 721 114.1 528[46.2
721 97.0 678 78.0 721 85.1 605 68.3 721 78.5 595 80.7 506 54.6 721 05.4 578 45.5 T2f 59.4 589 39.0 721 58.8 584 34.1 121 58.1 583 „� •a t..
70 In 101.0 864 105.0 589 084 89.1 587 72.2 BM 78A 578 03,1 084 70.4 587 68.1 SSB 5(1.6 B04 59.9 551 42.1 684 61.1 611 38.1 664 51.3 538 31.8 061 $0.6 531 H ¢ N O
BO In 85.8 51{ 87.9 458 SU 57.3 4d8 47.0 514 50.0 MO 41.1 bio Ole 437 38.5 427 320 614 37.7 121 27.{ 511 33.0 412 23.5 314 30A qOD 20.8 514 20.0 403 Q Z o
06 In $d2 452 $5.7 404 452 47.0 396 38.7 452 4871 390 33.9 452 38.4 384 30.1 378 27.1 452 39.3 373 220 452 28.8 385 19.4 452 24.2 359 1@.8 452 22.8 355 X � �f081n 38.1 357 30.9 322 357 72.7 317 27,2 357 28.1 312 23.6 357 252 308 21.1 303 10,0 357 20.0 289 15.9 357 10.0 2B7 13.@ 357 10,2 261 N.B 357 15.0 203 W N 330 30.t 301 25,0 338 28,7 290 21.9 33B 23.1 202 19.5 288 17.5 330 19.0 284 11.6 330 16.S 278 12,5 338 14.6 273 11.0 338 f3.0 269P7t2atn 27.7 289 282 263 23.1 289 23.7 ?59 19.8 289 20.5 25@ 17.3 289 18.1 252 15.4 249 13.8 289 14.9 246 11.8 289 128 ?40 9.9 280 1tA 238 8.r 280 14A 232 {J X Q 0
O
Q..r
TABLE SB ANCHOR CAPACITY ADJUSTMENT FORMULA: _ k'O
AnohorCa ad Table!b9 gNCHORCAP.,,w,,,, m-
Substrate 27kConeMe 3.5kCanc. HOWNC#.IU FNaocmu PTWoed Meal (DP,)X( >=ANCHORCAP.- F 88 R o���
6116 Eico 1a•ss Eko 6+is Efco 14•ss Eico ato ste4l as2sieei alz slael MULLION CAP.,, ,,,
An9h0rCllpP0118me Mchorrypa. 3�16'Elcounman 114^Ekounmcon Unracon yt6'Elco UAmcon Ud•EkoUnmcon AggreGalor Unmcon AggreGator Sc"(G5)Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
&*01stame@a) 1' 2-11r r 2-1r 3.110' 1• 2-IR, 1' 2-112' r 3-178• r &,W 9.54^ 0.324' CAPACITY REQUiREWCORRESPONDING TO AN
__ Embednm! n 1314' 1-3141t�q' ta'a• 2• t-v4' /-1/4• 14/4' 1-114' 1414^ 1414' 2' I ve, 1-3'8• Lades ACTUAL PRESSURE REQUIREMENT FOR THE
2An _. 4619 - ?642... ... 234. ._ _ .., _.,.94s s341JDs...,.f4z,tT� OPENING,WHEN IT IS LOWER THAN THE MULLION
r_. t'4 -:� r sNs -t CAPACITY(FROM THE TABLE)OF THE SELECTED
'S' t •@ - ._ Yff3� } IM7� 6A"'i.0a &23' 12 :. MULLION.IT WILL YIELD A MINIMUM ANCHOR
rcmis @ 0,45•MIA.O.C./ULep,lato.125'hum.ft qI IIIA IVA IUA IVA HIA IIIA IVA NIA ILIA IIIA IVA IUA It/A IUA 107310s CAPACITY WHICH MAY BE USED TO QUALIFY
I Amrarl FC8p 09. 195 IDS 1861m 2251Ds 4451bs 822 Its 13-5 Ins too[bs 177IDs 37011s 187 Its 332 He 473 ms 1rOms 221 ms T 280ws ADDITIONAL ANCHOR OPTIONS FROM THE
2AMh-Q 1.15-I,I1a O.CTFCn (Mo 6y 24010& 3501Ds IUA IVA IIIA IIIA 100 pG NIA IVA IIIA IVA IUA 311 ms 4421Ds I T601)s ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCTRBVISBD
5!�F
� tGeFbHda
FIGURE 1: FIGURE 2: TABLE NOTES:1)SEE SHEET 1 FOR 1NSTRUCTiONS ON USING THE TABLES AND SHEEt 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. '
stto_I P, ltttllfffft
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. �� i/�
FIGURE 3: 3,125' d9
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23. ,� ��.• \CEl4SE ., ,p r
. S . 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 'S ; rte•(' --Z'•�a
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED /
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• 1"X 3.125'X.6'MU ON ITE 0 :`7C/7�
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 3.V"X.S" UL J •• STATE
OF•'�\�.
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND :fiS • ,,,,.
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,1 B-8 S.S.OR 410 S,S. 111%NAL�C'`�.
A.LYU0'M1LI16,P.E.
FL P.E.#68705
TABLE 6A G ^
Mullion Capacity Table(lbse)
Opening Width(for verli alysparWng mUllons)or Opening Height(forhod7onlely-sparxing m illons)
W In 60 In 701n 601n 90 In 1DO In 1201n H In 1601.
,5S s
Reolsn+Niar I Trep7TdW. Reclargular Traprrdeng. Reclangular Twfidang, Reclengufor TrepTdang. Rectangular 77epfelang. Recleng fen TIVM.ng. Rectangular TrryJTdana. RectenUd r Treprildaig. Reclenguler TrepRdona. a K
1 X 47(.126 Loddln9 Loafing Loafing Loadng Loafing Loadlg Lcedn9 Loafing Loading Losdng Loafing Loadng Loading lnadne Loadne Loafing Loadne Loafing sir U
^ J
Alum. LL Tuba ' r• z F '.. ',. F .', �',. ',. '.. �'.. F F ':. �' € '� .€ F .r. .F
Mullion S k N
a a a� .a� >:� 6 a U) g,
21
11
421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 608 170.0 092 170.0 Sig 170.0 1116 170.0 521 170.0 1240 170.0 521 i70.0 1408 170.0 521 143.8 1489 110.0 521 127.8 1488 170.0 521 J W
481. 170.0 708 170.0 VA 170.0 838 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 158.3 1303 �170.0 660 130.3 1303 170.0 680 111.7 1303 170.0 860 97.7 1303170.0 680
60.625 In 170.0 747 170.0 563 170.0 698 170.0 631 170.0 1046 170.0 684 170.0 1185 170.0 723 166.1 1235 170.0 747 140,5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 768 87.6 1233 170.0 756
Of m W
541. 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 154.4 1158170.0 803 177.2 1168 170.0 837 123.5 1158 170.0 858 102.8 1158 170.0 661 88.2 1158 170.0 X81 77.2 1156 170.0 801 LU nO 0
co
60 N 170.0 885 170.0 701 166.7 1042 170.0 797 142.8 1042 161.1 932 125.1 1042 146.7 515 111.2 1042 138.5 601 100.0 1042 130.2 791 a3.4 1042 125.1 782 71.5 1042 125.1 702 62.5 1042 125.1 782 F 40 J
83 N 170.0 930 170.0 745 151.2 992 183.8 818 128.8 992 144.4 709 113.4 992 131.0 782 100.8 092 121.4 768 90.7 092 114.6 758 75.6 982 108,4 745 84.6 092 108.0 744 56.7 992 106.0 744 2
661n 165A 047 170.0 769 137.8 047 149.0 786 118,1 947 130.3 768 103A 047 117.7 752 91.0 947 108,7 738 62.7 947 102.2 121 68.8 047 85.1 713 59.1 047 94.0 711 51.7 847 04.0 711 Z ��
C 72 in 133.9 649 1427 737 113.2 849 121.6 722 87.0 B49 106.9 708 64.9 649 98.4 696 75.5 849 88.7 688 67.9 849 827 675 56.6 849 75.3 659 48.5 640 72.5 652 42.3 849 72.4 651 ? LU W
761n 116.5 762 1207 665 96.3 762 1026 652[28.0
762 90.0 840 72.2 762 80.8 629 64.2 762 74.2 820 57.8 762 69.2 613 48.1 162 62.8 602 41.3 762 59.9 597 36.1 762 59A 595 ,J rn Z
E 78 N 106.9 724 111.4 634 89.0 724 84.6 621 724 82.9 1109 68.6 724 74.4 599 59,4 724 88.1 591 63.4 724 63.4 583 44.5 724 57.3 573 38.2 724 54.3 567 33A 124 53.5 565 �
901n 69.0 543 71.0 483 58.0 543 60,7 474 543 52.9 466 43.6 54J 47.1 458 38.6 643 42,8 452 N.8 673 39.5 446 29.0 543 34.8 436 24.8 611 321 430 21.7 643 30.7 428' ZQ 2 Z
N O
96 In 57.3 470 68.9 427 47.8 478 49,7 419 478 43.2 412 35.0 478 38.5 406 31.8 478 34.8 400 28.7 470 32.0 395 23.9 476 20.1 386 20.5 478 25.6 380 17.9 476 242 376 to b o
tea In 40.3 377 41.1 341 33.5 377 34.6 335 377 30.0 330 25.2 377 26.6 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 304UU
11IN 37.1 357 37.8 32J 30.8 357 71.8 316 357 27.8 313 23.2 357 24.4 309 20.6 357 220 . 0.1 301 15A 357 17.4 294 X
V 306 29.8 279 24.5 308 25.1 271 306 21.7 270 18.3 300 19.2 287 18.] 308 17.3 263 UQ
144 fn 17.0 212 17.2 196 fix
Z
TABLE 613 ANCHOR CAPACITY ADJUSTMENT FORMULA: m0�o
Anchor Capacity Table lbs y�
ANCHOR CAP.,,a,,,,� a ��
Substrate: 23k Concrete 3.5k Cono. tio3ow CMU Filled U0.1 PT Wood Metal (DP,)X( )=ANCHOR CAP...
S16'Eko 174'S9 Eka SIB'Elca 174'SS Eko Mf0 Steel p1261ee1 612 Sled MULLION CAP.,,a,,,,,
Anchor Clip Patterns Ancterrype. 31t6'Eke Uluacon iq'Ekouluecon ullr�on 31t6'ElcoUlUacon 174'EkoU6rocan AggreGetor Ullmcon AggmGata 8-(G5)Suew(G5) Sorew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Distance Ont 1' 2-1n' 1' 2-W' 3-118• 1• 24/2' 1' 2.1W T 3.1/8' 2' 0.48' 0.64• 0.324' CAPACITY REQUIRED'.CORRESPONDING TO AN
Embedment(let 1.314' 134' I-XV 1.3/4' T 1-114• 1.114• 1.114' 1-114• 1-174' 1-V4• 2- IJ/9' 1,18' -des ACTUAL PRESSURE REQUIREMENT FOR THE
2Amhom Q4.75'Min.O.C.I Standard aOftset Clip(Fig.162Y 390 lbs 390 Its 450 Iles 890 1h!__ 1644 lbs 270 Ibs 280lbe 354 lbs 74D Me 374 Its 664[be 948 Im 341 lbs 4421be 560 its OPENING,WHEN IT IS LOWER THAN THE MULLION
4Ambors @ 2.2V MIn.O.C.I Stendaid(orMol)Up(Fig.3Y 700[be 700 lbs San lbe 14101b, 952 lbs WA 560 lbs NIA 6301bs WA We lbs WA 602 lb. 685 lbs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Amhm @ 1.15-hiln.O.C.I Standud(or Offset)C9p(Fig.4Y 960 lbs 14001bs WA WA WA NIA 7601bs WA WA WA WA WA 1383 Ibs Ino Ibbs 2240 lb, MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anter,®3'Min.O.C.I(2)2.5 Anel.Clips I(Fig.5): 7801bs 780 lbs 660Ibs 15601be ISea lbs 540 lb, 660 lb, WA 7601be 748 ft 880 the 18921be 682lbe 085lbe 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY
6 Arch-QWMIn.O.C.1(2)2.5Angle Glpe I(Fig.6): 1170 lbs Ino lbs 10201ba 2340 ft 28441bs 810 lbs 8401M NIA 1+Io1m nzz lbs 1320 Ibs 33 lbs 1022 lbs 1327 lbs 1686 lbs ADDITIONAL ANCHOR OPTIONS FROM THE
4Anchare@00.45'h1In.O.C./U471p,Into.125'Alum.(Fig.7P WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1130 Ibs ANCHOR CAPACITY TABLE, PRODUCT REVISED
2 Anchors 22V Mla.O.C)F-Clip(Fig.et 350 lbs 3%lbe 290lbs 705!be 470 lbs WA 280 lbs WA 315 lb, WA 440lbs WA 341 Ibs 4121bs 560 lbs u cormlying with the Florida
4 Anchors®1.15•MI..O.C)Ftgp(Fig.9): 460[be 7001Us WA WA WA WA 380 Ibs WA WA WA WA WA W2 lbs BBS Ibs 1120Ihs B6SJIcg ODtk ^I
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000' r-- AReptmlco Nod.4-
pale
BY
TABLE NOTES: Alam[ a Producl Control
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE \(
• • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q�,.•'\,\CENSt;
• • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' _ -;• NO.50705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW =
FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS.
• • • • • • SUBSTRATES:CONCRETE SHALL CONFORM TOSPECIFICATIONS.HOLLOW AND GROUT-FILLED S FATE
C
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED YELLOW •125" �:'n�•'•,•F�ORIOP,•' Cj\`��
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL i .....
STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK (O1
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1'X 4'X.125' A.LYNN Iv�ILILR,IP.E.
#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE 7A a Fi A
Mullion Capacity Table Ibste
opening Width(forvortilo ly-spanning mullions)or Opening Height(for hon;ontaly-spendrg mulflons) ��W
501n 601n 70 In 60 in 901n 1001. 1201. 1401n 1601n fiaS� LL
�j o
Rectangular Traplydang. Rectangular TraD/rdarg. R.Iotigular T IJrdang. Rxten9rda Tap/Tdang- Rectangular Twirdang. Rectangular TraplTdang. Reel-pW Ropl7dong• Rodcmi;War M.Padarg. Reelengular TreprTdang• dY Ir
1%4 X.375 Looting Loadng Loafing Loafing Loading Loodng LOedng Loading Loadn9 Loafing Loadng Loodna Loafing Ludng Loading Loxdng Loafing Loafing ^Y U
Alum,Tube
F F F F F F F F F F F ?• F ?• F F F
Mullion m
5 5¢• �� �X 3¢I ipgF §¢ Efi� 3 a •� $p �- rn
s� d f� f' 8 s drc fid f� d i d f� f d i d �� 8 d 2 Kai 2 d drc O
421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 NO 170.0 SOB 170.0 992 170.0 619 770.0 1110 170.0 521 170.0 1240 170.0 621 170.0 1488 110.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 lL
J W
481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 902 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 6T7 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 151.8 2024 170.0 680
50.625 In 170.0 747 170.0 583 170.0 898 170.0 1131 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 INS 170.0 747 170.0 1494 170.0 756 170.0 1703 170.0 758 156.0 1919 170.0 768 136.5 1919 170.0 756 8 0
7
541n 170.0 797 170.0 612 170.0 858 170.0 691 170.0 1116 170.0 754 170,0 1275 170.0 ON 170.0 1434 170.0 837 170.0 1594 170.0 056 159.9 1799 170.0 681 137.1 1799 170.0 881 120.0 1708 170.0 881 03 O O
CI)60 N 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 070 170.0 1417 170.0 944 170.0 1594 170.0 ON 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1610 170.0 1063 97.2 1619 170.0 1063 1=-' 1fl W
63 N 170.0 930 170.0 745 170.0 1116 110,0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 156.7 1542 170.0 1078 141.0 11.02 170.0 1122 117.5 1542 188.5 1158 100.7 1642 157.0 1157 88.1 1542 167.9 1157 J
65 In 170.0 074 170.0 789 170.0 1159 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1066 142.6 1472 168.6 1148 128.6 1472 159.8 1130 107.1 1411 147.8 1108 91.8 1472 146.0 1104 80.3 1472 148.0 1104 Z 6
77 In 170.0 1003 110.0 676 170.0 1275 170.0 IWO 150.0 1320 1662 1101 132.0 1320 149.9 1092 117.3 1320 137.8 1066 105.6 1320 128.8 1049 88.0 1320 117.0 1024 75A 1320 112.6 1013 66.0 1320 112.6 1012
761. 170.0 1122 170.0 937 149.6 1184 159.0 IOW 128.2 1184 139.9 994 112.2 1164 125.7 976 99.7 1184 115.] 964 99.8 1184 107.5 952 74.8 1184 97.8 935 64.1 1184 93.1 927 56.1 1184 92.J 025 Z
J (n
Q -'
f
76 In 166.1 1124 170.0 967 138A 1124 147.0 965 118.6 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.8 918 113.0 1124 90.5 906 69.2 1124 69.0 090 59.3 1124 84.3 081 51.9 1124 83.2 878 H .-
901n 106.1 844 111.5 750 90.1 844 94.3 736 77.2 811 62.1 774 67.8 644 73.3 712 60.1 644 66.5 702 64.0 644 61.4 693 45.0 044 64.2 678 38.6 644 60.0 008 33.6 644 47.7 662 = ¢ N
Q Z
B61n 69.7 712 01.6 663 00
74.2 742 772 652 67.6 742 67.2 641 65.7 742 59.6 631 49.5 742 64.1 622 44.5 742 49.8 614 37.1 742 43.8 600 31.8 742 39.0 Sea 27.9 742 37.5 584 co �a, �p_
1091. 82.6 1188 BJ.B 530 52.1 668 63.6 521 44.7 686 46.6 613 39.1 588 41.4 505 34.8 586 37.3 498 31.3 586 34.2 492 20.1 586 29.6 481 22.3 596 20.8 {72 19.5 500 24.7 466 (n M
111 N 57.6 655 LU
58.6 503 48.0 555 49.5 495 41.2 655 42.9 487 38.0 555 38.0 480 32.0 535 34.2 473 26.8 655 31.3 487 24.0 555 27.1 457 20.6 555 24.3 446 18.0 655 22.4 442 x
1201. 45.6 476 48.4 433 38.0 475 39.0 426 32.8 475 33.7 420 285 476 20.8 414 25.3 475 26.0 409 22.8 /75 24.11 404 18.0 475 21.1 396 16.3 475 18.7 787 14.3 475 17.2 381 x Q
1441. 28.4 330 26.7 305 22.0 330 22.4 301 10.0 330 19.3 297 1611 330 17.0 293 d � Z
TABLE 713 ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Capacity Table ibs / �m�
Subslrele: 233 Coneteto 3.51e Con.. Hollow CMU Fi9ed G1U PT Wood Metal (DPa,)X ICHOR CAP.,,a.,,,y\=ANCHOR CAP.-
5116•Eko 114•SS Eka 5116•Elco V4'66121.0 910 Steel 812 sleet 012 Steel
AN 11,
CAP. ,,,,,,I
Anchor Clip Patterns McMlrype: 3x16'Ek.UlUacen 114"Otto lAlrecan 3119•Eko Macon 1q•Eko Uluecm
UlBoeon Algmcala Uurecon AgpreGotor screw(G5)Screw(os) Screw(O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E090 gslsnce on): 1' E3901ba
1' 2-1Q• 3-1/a• r 2-1/2• r 2arr 2• 3.116• 2• 0.48• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment Tm) 1.314' 1-314• 1314• 7 1-114' 1-114• 1.114' 1-1/4' 1-1/4' 1-1/4' 2- 13/8• 1-ww +odes ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchm 4.75'MN.O.C./Standard or00ael COp(Fig.182) 3901bs 450lbs 890Ibs 1644 Ib3 270Ina 280lbs 3541bs 74D lbs 3741ba 6641bs B/61W 3411119 4421bs 5601022 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors®2.25 Min.O.C.I Standard(m Offset)Clip(Fig.3): 700 me 560 No 1410Ibs 9521119 WA $60lb, WA 630169 WA 880lbs WA fi82 lbs 8651bs 1120 Its CAPACITY(FROM THE TABLE)OF THE SELECTED
B Anchors 1.15 h1N.O.C.I Standard(vObel)Up(Fig.4) 9601bs WA WA WA WA 760 am WA WA wA WA WA 13831bs 1770 ros 2240 Ib. MULLION.IT WILL YIELDAMINIMUM ANCHOR
4Anchws @ 3•Min.O.C./(2)2a5Angte Clips I(Fig.5) 780 Ms gee lba 15601bs 169619 5401119 560Ib0 WA 760Ins 74616e 8801bs 16921113 882lbsCAPACITY WHICH MAY BE USED TO QUALIFY
6 Arotota®3'MIn.O.C.I(2)2x5 Angle Clips I(Fig.B): 11701bs 1020 ros 234011122 28/41bs BiO lbs 84011122 wA 11401119 1122 IM 13201119 26381113 1022 ibs 1327 ibs 16801119 ADDITIONAL ANCHOR OPTIONS FROM THE
4 Andras®0.45'Min.O.C.I Utltp,Into.125'Alum.(Fq.7): WA WA WA WA WA WA WA WAWAWA WA WA N(A 14301119 ANCHOR CAPACITY TABLE. RODUCI'RBVI9B0
2Awhom gg 2.25•MIn.O.CI F471p(Fq.B) 3501119 280109 705 In, 476 Ins WA 280'11' WA 315lbs WA 4OIOs WA 341 lbs /421bs 5601bs 0a�l'i0Hwitb IhOPiaflds
4 Anchors®1.15•MN.O.CI F47Ip(Fig.O): 480(69 700 lbs WA WA WA WA 380 ibs WA WA WA WA WA 6821119 BBS lha 1120150 ugdlhg C�ld9 ,/
4axpienro too 4 �1
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. --"1 1.062' f-- --j 1.000' �--- on n
TABLE NOTES: •4iaml ade Product Control
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1221 t 11 I t Illi
• • • • • • • • • •
Me.
, A 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. � /`C3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE) th' ;4
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000' No.50%05 _
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ /,•_ _
FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDb VLIA
• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE :�Q 1511 TE( II CC/w�
• • • • 606 T5 AND BE A MI YELLOW SOUTHERN PINE WITH AN SG OBE A ALUMINUM SHALL BE ' •S FC .......�G`\�:
6063-T5 AND BE A MINIMUM OF.126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' .375' .375' '�s •""""-
THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND A36.ALL ANCHORS 'o'�ONAI_L++�+
ANGLE CLIP(FIGURES 58,6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.410 8#12 t•X 4'X.375" 1•X 4 X.375' A.LYNN MVA',P.E.
ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T'-MULLION MULLION
FL P.E.#58705
TABLE 8A mh K
Mullion Ca act Table Ibste) J(
Opening Width(for var6rallyspaming mullions)or Opening Mal ht(for hod*rla97-spsnnIng mullions)
601. 601n 701n a01n 901n IIn 1201n 1401. 1601. Id
1.26"x Reclanoaar MaprTdang• Reele odu Trop7Mang. Rectangular TraprTdong. Rectangular T1aprTdang. Rectangular TraplMarg. Rectangular TroplMag. Reelanguler TrepRdang. Rectangular Trap/Btang. Rectangular TmplTdang. yY
Loading Loa3ng Loading Loading Loading Loadn9 Loading WtIng loading Loading Loading Loafing Loading Loafing Loa&ng Loafing Loading Loading sY g j
3.188"x
y�• T�• F F _ .d' sc F E .�' p_ F gF _ 7�• �' �' py �' gF yg.
Lo
Tube Mull 8 � t} 8H a B� � S �8 $ B� PLS it B B S 8� tx� >L 8� 04
a d a 45 a- a s a c33 r7 s a d a y�ya a 13 a 19 8 a KGs � � a s sca
)-
s LLJ
ti
421. 170.0 620 170.0 415 170.0 744 170A 478 170.0 868 170.0 508 17D.0 992 170.0 510 170.0 1119 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 WX 1768 170.0 521 J W
461. 17D.0 708 170.0 524 170.0 650 170.0 584 110.0 892 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 880 151.8 1516 170.0 6B0 132.7 1548 170.0 680 118.1 lua 170.0 680 T
50R251n 170.0 747 170.0 563 170.0 896 170.0 W1 170.0 1048 170.0 884 170.0 1185 170A 723 170.0 1345 170.0 717 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 1468 170.0 756 104.4 1466 170A 756 o
611. 170.0 797 VOL 612 170.0 Me 170.0 691 170.0 1116 170.0 754 17D.D 1275 170.0 803 183.1 1378 170.0 637 146.8 1376 17D.0 856 122.3 1376 170.0 861 104.6 1378 170.0 eel 91.7 1318 17D.0 661 m O O
601n 170.0 865 170.0 701 17D.0 1063 170.0 797 155.8 1158 170.0 878 139.D 1158 167.4 930 123.6 1158 156.8 916 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 1158 141.8 045 69.5 1158 144.8 905 I=" Ld <O J
W J
631. 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 662 120.1 1051 142.0 645 108.7 11151 132.3 037 96.1 1051 125.7 830 60.1 1051 119.5 822 68.6 1051 119.1 621 60.0 lost 119.1 821 `G d
681. 187.1 957 170.0 789 139.3 957 151.6 805 119.4 657 13/.0 780 101.4 657 121.6 777 02.8 957 13G4
87.6 957 106.8 759 69.8 657 1040 770 59.7 657 98A 718 52.2 857 88.9 748 Z J 1
J
721. 128.7 801 1352 696 107.3 as 116.2 984 BI.B 601 101.3 871 80.4 801 9fA 660 71.6 801 84.1 801 TB.a Bq 51.6 BDI 72.3 613 46.0 801 69.8 629 40,2 801 69.6 626 ? Z
78 In 109.4 722 114.4 630 912 722 072 618 78.2 722 8S.3 600 68.4 722 76.7 506 80.8 722 8 54.7 722 65.5 580 45.8 722 59.5 570 39.1 722 56.7 1465 34.2 722 58.2 584 J
g 781. 101.2 665 105.6 6a0 84A 865 89.8 588 72.3 665 78.5 577 W.3 685 70.6 688 58.2 685 e 50.6 685 80.1 553 42.2 BB5 64.9 343 36.2 885 51.4 537 31.11 865 50.7 536 F N .-
e0in 45.8 515 68.0 457 51.8 SIS 57.5 449 dT.i 510 50.1 441 41.2 515 M.7CW821.2
515 8 31,0 515 17.4 422 27.6 515 73.1 41] 23.5 615 30.6 107 20.6 515 28.1 104 Z ¢ N
Q X Z Q
DD
961. 54.3 163 65.8 104 45.3 453 17.1 397 38.0 153 41.0 391 33.8 457 38A {57 9 27.2 45] 70.4 374 22,6 453 26.8 368 19./ 453 21.3 760 17.0 153 22.9 356 N O @O
W 8 Ar
1081n 36.1 3S8 39.0 323 31.a 358 32.6 710 27.2 358 26.4 313 23.8 359 252 358 4 19.1 358 20.8 300 15.9 358 18.0 293W V)
1111. 15.1 330 35.8 306 29.7 338 30.1 101 25.1 338 28.1 297 22.0 ]sa 2J.2 336 9 17.8 378 10.1 285 � )( fn
1201. 27.8 290 28.7 264 27.2 200 23.6 260 19.9 200 20.8 256 17.4 280 18.2 290 9 U N Q
1141. 141 201 lea 18e 9.. Z fj)O O
TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: g '� Of Of
AnchorCe act Table lbs ANCHOR CAP.,,,,,,,,,
go
Sutslrale 2.7k Concrete 35k Calc. Hollow O,IU Filed
CMU PT Wood Metal (DP)X( )-ANCHOR CAP.-
Nth'Elco 114'SS Eko 6116'Eko 114'SS Elco 1110 Slat #12%ml #12 Steel MULLION CAP. ,,a,
AnehorCllp Pallema Mcnalypa 3Ns•FJm Unrson t/d•Eko Unracon Ullacon 3't6'Elco uBracm 114'Eko Uaracon AggeGdor Ullracon AggraGalor SceSled)Senm(G5) ScreY(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Eaga 17slarce pn) V 2.112' 1• 2-11r 34/8' 1- 2-112- 1- 2-11 61
r r 3-1/6' 2• 0.48' 0. ' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Fmixanelf n fa14• 154• 1W'r ts•4• 2' 1414• 1-114• _1.114• 1 1.114• 14/4' 1414• r tare• 15'8• votes ACTUAL PRESSURE REQUIREMENT FOR THE
2Ambon®4791Id1t O.C./SteMaV a Olsel Clip(Fig 1). 300!as 300 Its t1111A
LI
1644 lbs 270106 28011s 354 lbs 740105 374 lbs 661 Its 916 Its 311106 442Im 66o lbs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archers @ 1.15•Mia O.C./Standard(a ontel)Clip Mg 2) 480 lbs 70D Its IUA IIIA 3801Ds IUA IUA IIIA NA IUA M2lbs 885105 1120106 CAPACITY(FROM THE TABLE)OF THE SELECTED
4Amn7' 3•IdO.O.C.I(2)2(5AtgleCaps I(R93) 780IM 7801tts 18M lbs 610106 660106 NIA 760166 748 lbs am Ite 1892M6B2lbs 8851ffi 1120 ib9 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4AIxIgn 0045'I•IIn.O.C./UCBp,lnlo.125'Alum.(Fig.4) IIIA IUA IIIA NIA IUA IIIA IUA IIIA H/A NiA IIIA IUA 1430106 CAPACITY WHICH MAY BE USED TO QUALIFY
1 Archorl FCUp(Fig.6)' 196106 196Ila 82215a 1351Ds 143 Re 777 lbs 3701(6 1B71bs 332 ins 4731Da 170 WS 221 Im 290106 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors®1.15•IdIe O.CJ FCII a6 240 ibs 350116 N/A N/A 1B0Ina NIA IUA IUA IUA IUA 311101 44210s 560106 ANCHOR CAPACITY TABLE. PRODULTREVISBD
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -c°loPlYNO°11ththe I'lodda
0o0dlM Godo
AoR'pImMD No
- OZ
FIGURE 1: FIGURE 2: TABLE NOTES: F .250'�I
• • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 'H ami ade Product Control
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYNN J7i
FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' \`Pj��ON 10EN.Af...
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS T1.:
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. r 265, _ No.58705 '•,3`
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 1 = _
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T
6063•T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND I �T'•, S"A7 O :•�(V`
1.25•X3.1B8•X.2B5'MULLION
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL
® e (1-1/4'V MULLION) i� VSs/O"..... \VG
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL,
#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNNI LIeR,P.E.
FL P.E.#5&705
TABLE 9A ° ^
Hp�
Mullion Capacity Table(Ibeltlz) �+n✓1
Opening Width(for vertically-spanning mullions)or Opening Height(for hort=ontaBL-spamlrq mullions) ce
s0 N 001. 701. 601. 90 In 1001. IN In 1401n 160 in x'14 6
1.26x3.26 RecWwL.7 TmWTdeng. R.I.nguter Traprrde.g. 11.11"gut4r Troprr6eng. Rectangular Tmp'Tdang. Recleapalar TropTdaM. R.0.90.r TroyTdang. Reclengutar Trop7dang. Ratengular Trap7rdang. Ro<tuguler T-pade.g. 3 r
Leading Lording ..g Loaaing Loading Lording Lwang Loading Loading Lwdng Loading Loading Lwdrg7 Lording Loading Loading lwdnp Lw6np rte.yr x 0
X
.100
Alum.Tube P F$, 1�pt SFgy
Mullion t) 8
.51
z
42M 170.0 620 170.0 435 170.0 744 170.0 478 170.0 Beg 170.0 506 170.0 992 170.0 519 170.0 the 170.0 521 153,3 1118 170.0 521 127.7 1110 170.01 521 1109.5 1116 INA 521 85.8 1118170.0 521 �
48 N 170.0 708 170.0 524 170.0 850 170.0 684 167.6 978 170.0 630 146.7 976 170.0 661 130.4 978 170.0 677 117.3 976 110.0 860 87.6 978 170.0 660 83.6 978 170.0 680 73.3 970 170.0 680 J l!J
50.825 in Ilea 747 INA 563 170.0 896 170.0 631 1501 927 170.0 684 131.9 027 188.5 108 117.2 927 159.1 699 105.5 927 168.3 698 81.9 927 158.3 695 75.4 927 156.7 695 65,9 927 158.3 695 � Q'9 fn
541n 170.0 TB7 170.0 612 154.5 809 170.0 691 1325 869 153.8 883 115.8 669 141.8 669 103.0 669 134.0 660 92.7 689 129.8 654 77.3 689 126.8 652 66.2 669 126.8 652 5T.9 869 128.6 652 W O 0
60 In 143.2 746 153.8 634 119.4 740 132.3 620 102.3 746 117.6 608 68.5 748 107.8 599 T9.6 746 101.0 592 TI.6 748 96.8 5B7 59.7 746 93.3 663 51.2 746 03.3 583 44.8 T46 93.3 Bel C0
63 N 123.7 077 132.0 579 103.1 677 113.2 568 08.4 677 100.4 555 77.3 877 91.4 546 68.7 077 85.2 539 61.9 677 61.0 534 51.6 677 77.0 629 44.2 677 78.7 529 38.7 677 78.1 529 I- J
W -3
60 in 107.0 617 114.1 530 89.7 617 07.6 519 76.9 ell 68.3 509 67.3 817 78.3 600 69.8 617 72.6 494 53.8 817 68.7 189 44.8 817 64.4 483 36.4 817 63.7 482 33.6 611 617 482 0.
721, 82.9 618 87.1 450 69.1 518 74.2 440 69.2 518 85.2 432 51.6 518 66.6 425 48.1 518 54.2 419 41.4 516 50.7 414 34.5 S43
29.6+5158 15.0 106 25.0 618 45.0 405 Z -j z m
16 N 70.6 465 73.1 406 58.7 465 62.6 39a 50.3 485 54.9 390 14.1 465 49.4 364 39.2 46.5 45.3 378 35.2 455 42.2 374 29.4 25.24636.5 784 22.0 IBS 38.2 763 j
17
J T E
78 In 65.2 441 68.0 387 64.3 441 67.7 370 46.6 441 60.6 372 40.8 441 45.4 366 36.2 441 41.6 380 32.6 441 30.7 356 27.2 23.7 441 33.1 345 20.4 441 32.7 345 Q g z
001n 42.4 332 43.8 285 35.4 332 37.0 269 30.3 332 32.3 284 266 332 28.8 260 23.6 332 26.1 276 21.2 332 21.1 272 V. 15.2 332 19.6 262 13.3 332 16.7 260 I- C) a-
_ 17 Q N o
go in
35.0 RBI 36.8 280 28.1 281 70.3 256 25.0 201 28.4 252 21.9 281 23.5 248 19.4 281 21.3 241 17,6 201 19.5 241 14.6 12.5 70I 15.6 232 Z
108 N 24.8 230 25.1 208 20.5 230 21.1 205 17.5 230 16.3 201 15.1 230 I6.2 108 P X I
„O
111N 22.8 218 23.1 107 18.9 218 19.4 104 18.2 210 18.8 191 11.1 218 14.9
1201n i1.B 101 18.2 170 14.8 187 15.3 187 w M
x
U N a 0 0
Q �
ZmO 'co0
TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: m�
Anchor Capacity Table(Ibs) ANCHOR CAP.,,,,,,,,
6ubslmlo: 2.7k Conarolo 3.6k Cana. HoWN CN1U Filled CMU PT Wood 61.191 (DP,)X( )=ANCHOR CAP.-
5116'Elco 111'59 Elco 510'Elco 1/4'SS Elco tl10 91cci tl12 SI<el 1112 Slerd MULLION CAP. ,,,,
Anchor Clip Patterns Anchor Typo: 3116'Ecco tlltmcon 114'Elco Uluxon 7116'Elco U9mean 114'Elca ullmcw USE THIS FORMULA TO OBTAIN THE"ANCHOR
Litua Aggn:Galcf Uluacon AgpSSElor 610Simi 912 SWI 6cre2r(G5)
Edge Olstence pn): 1• 2-In' 1' 2.112• 3-116• I• 2-112• 1• 2-fa• 2• 3.118• 2• 0.48• 0.54• 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment 6nk 1.3/4• 1-314' 1.314' 1314 2' 1-114• 1.1/4• 1-114• 1-114' 1414• 1-1/4- 2• 1a/8' 13/0• wiles ACTUAL PRESSURE REQUIREMENT FOR THE
2Ancbas@4.75•MIn.O.C./SWMardaOffee1(21p(Flg.tr 390 IDS 390109 4501bs 090 ros 1674 ms 270M 280 iba 3541W 740 1b. 3141b9 664 Ib. 946 lbs 341 Ibs 442 Ito 6sD ros OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors @ 1.15'Min.O.C.I Standard(of Offset)Cup(Fig.2): 480 Ibs 7001, WA WA NIA WA 3801bs WA WA WA WA WA 6821bs 6851bs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchoro@3•Min.O.C.I(2)2.5 AnON Clips/(Fig.3X 7801a. 780 Fos 680 lbs 1560 Ibs 169616. 540 b. 500 Ibs WA 760 Ibs 748 Ibs 88016. 18921b9 682 Fos 885 Ib. it 20 Ib0 MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 Aaxhors @ 0.54'Min.O.C.I U4]Ip,Info.100'Alum,(Fg.4X WA WA WA WA NIA WA WA NIA NIA WA WA WA WA WA 950 Ibs CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor l F-alp(Fig.6): 1951w 195 Ibs 225 lbs 445 lbs 6221bs 1351bs Ila Ibs 177 IN 370166 1871bs 332109 473IW 170 Fos 221169 200 ros ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors @ 1.15•Afin.O.C./FOip(Fig.eY 240 Fos 350 IM WA WA NIA WA 190 Ibs WA NIA WA WA WA .11. 4421. Bell Ib- ANCHOR CAPACITY TABLE. IRODUCrREViSFID
anains�the Florid
OOapI8a00 740 4- .01
FIGURE 1: FIGURE 2: TABLE NOTES: -1.250" D
• • O SFS SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION diem) ode Product Control
II
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
IT
111 lllf/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYNN
FIGURE&: 0 •••..•-••M/( /�
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.2`'0" `�����•'•�,\GENS�r''•�`�a i
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
Fe
• • • CLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �T Ivo.58705 •,
BE USED
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND =100" - j"-
'U '•(.� �
FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL . /�..��l.fj LU_
BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ;O S ATE
• 6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ���'••FLORIO P.•' ���:
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL 1.25'X 3.25'X.100' ���SaS� �rx aa�
Q O ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION 7717 ONM- as
#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MILL1t�,P.E.
FL P.E.#58705
TABLE 10A -- W n n
Mullion Capacity Table Qbsffe) RN
Opening Vlldlh(farwdicallpsparidng mttllons)drOpening Helght(forhodmliagyspanldng millions) C �
5o in 601n 70 in 60 k go in 1001n 120 in 1401n 160 in I�gTd p)
� o
126 k 326 Not gull( Tropr7rlang. Rectangular MapRdang. Raclangular Tiaprrdang. Rectangular Trepfrdang. Rectangular TrapfTdang Roclangola Tmp7Tdang. RWI gular Tmpfrnang. R,d,,alar Trap%nang. RoclangJer TrapRrlaig. y
k.624 Loading Loading LoaQirp Loafing Loading Loading Loading Loading LOad g Laadng Load.ng Lo4d'ug Loading Laing Loading Loading Loading Loading oZr U
Alum.Tube .r .F .�` .� .� B.-
Mulgon -@ u u� a �- 1:@ a his m �@. RS. ue a C@ s s@ a oS �2.
" v u v iao . ua u v v u tie v oa u ua v u'e CO
ne E@ �� E~� �rc s'e �� � 8� pis �� $� �� O co
42 in 170.0 620 170.0 43S 170.0 744 170.0 478 170.0 060 170.0 506 170.0 992 170.0 619 170.0 1116 110.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1775 170.0 521 170.0 1983 170.0 621 J W
48 In 170.0 708 170.0 526 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1137 170.0 661 1700 1275 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 600 169.7 1979 170.0 680 148.5 1979 170.0 690 J =
AA
S0.625 in 170.0 717 170.0 553 170.0 896 170.0 631 170.0 1016 170.0 601 170.0 1195 170.0 727 170.0 134S 170.0 747 170.0 1491 170.0 756 170.0 1797 Ina 756 152.6 1077 170.0 756 133.5 1877 170.0 756 � Of fi
541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 037 110.0 1434 170.0 837 170.0 1594 170.0; 856 156A 1759 INA 861 174.1 1759 178.0 861 117.3 1759 170.0 961 W p 0
m
60 in 110.0 985 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 078 170.0 1417 170.0 941 161.1 1511 1700 996 145.0 1511 170.0 1037 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063
63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 156.6 1370 170.0 1015 139.2 1370 170.0 1076 125.3 1370 164.0 1082 104.4 1370 165.9 1012 69.5 1370 155.3 1070 78.3 1370 155.3 1070 111
g661n 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 1362 1248 158.6 1013 121.1 1240 147.1 1000 108.9 1248 139.0 989 90.8 1218 130.4 976 77.8 1240 129.0 975 68.1 1248 129.0 976 Z (Of)$ �-
J 721n 167.8 1049 170.0 8T8 139.9 1049 150.2 892 119.9 1019 132.1 875 104.9 1049 119.1 860 93.2 1649 109.7 048 83.9 1049 102.7 838 69.9 1049 91.3 825 59.9 1019 91.2 820 52A 1049 91.1 820
0 76in 142.7 911 149.1 822 1181 941 126.8 605 101.9 911 111.2 791 892 941 100.0 777 79.3 941 91.7 766 71.4 941 65.5 757 59.5 941 77.6 744 51.0 911 74.0 737 44.6 9111 73.3 736 J �° z
78 in 132.0 894 137.6 183 110.0 694 116.9 767 91.3 094 102A 763 82.5 694 91.9 760 77.3 894 84.1 730 66.0 894 78.3 721 55.0 894 70.7 707 47.1 894 67.0 701 41.3 891 66.1 698
g 04
r
901n 86.9 671 88.7 596 71.6 671 74.9 505 61.4 671 65.3 575 63.7 671 59.2 $66 47.7 671 52.9 558 43.0 671 48.8 551 35.8 671 43.1 539 30.7 671 39.7 531 26.9 671 37.9 526 z Q p7 p
95 In 70.0 590 72.8 527 69.0 590 61.6 610 50.6 590 6].d 509 441 590 4/.5 602 39.3 590 43.0 691 75.4 590 39.6 468 29.5 590 34.7 477 25.3 590 31.6 469 22.1 590 29.8 461 H N
x 6 W p
1081a 49.7 466 50.8 421 41A 466 42.8 414 35.5 466 37.1 408 71.1 466 32.9 402 27.6 466 29.7 11121 466 27.1 391 20.7 466 23.5 382 17.8 466 212 375 15.5 460 19.6 370 (n
�
1111n 46.9 171 16.1 egg 36.2 611 39.3 393 32.7 461 74.1 HT 28.6 441 30.2 382 25A 441 27.2 111 24.9 372 19.1 441 21.5 363 16A 441 19.3 356 14.3 441 17.0 351 W pj
1201n 36.3 318 36.9 344 30.2 376 31.0 339 25.9 376 26.6 334 22.7 378 23.7 329 20.1 378 21.3 378 19.5 321 1S.1 370 16.7 316 Of x
141 in 21.0 262 21.2 212 17.5 262 17.8 239 15.0 262 15.3 236 (~.l N Q O O
U)
TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: �5 €��0
AnchorCepacity Table([be) ANCHOR CAP.,,,,,,,,, o a�
SuWt le' 27k�rc1Ne 3.5k Calc. Halow Q.1U Filled C7AU PT WooO Alda (DP,)X( )=ANCHOR CAP.,,,
5116'Elea UI'SS EkBRIMA
Rd'39 Elco q1D Sled q12 Sleel 012 Sleet MULLION CAP.,,,,,,,,,
Anchor Cllp Palteme AncOa TypC VIS'Elea UOrsm 114-Elea U112c011 &16'Elto UOmcon 1/4`Ek0002tOn ( (G5) (S) USE THIS FORMULA TO OBTAIN THE'ANCHOR
UOmtal AggrtGNOAggrCGelOr 6treW(GS)Bt(aw StfeW G
Edge Clslame0n) 1' 2412' 1' 2-112' 3.118' 1' 2.112' 1" 2-112' 2- 2' 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embeth7enl n 1316' 1316' 1314' 13'4' 2' 1•Ud' 1-1i4' 1-114' 1-U4' 1-ild' 1.3'6" 13B' YaOes ACTUAL PRESSURE REQUIREMENT FOR THE
2AntMrs®4.7G kURO.C./Slarpam a0aSel Ctlp(Flg.1) aro ws 3r04a a�ws �D w3 1644165 270155 leo ac 551165 74o1bs 074 ws 016 m6 3411Ds aa2lDs rso lad OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Andras@UY Min O.C./Stmelard(or ORtl)Up(FIg2) 400 ws 7001bs IRA IUA IIIA IBA 3801os IIIA IUA IIIA IUA 682039 865 ws 1127106 CAPACITY(FROM THE TABLE)OF THE SELECTED
4AM"@3'Mln.O.C./M2t5Arg1-Cops/(9g.3) 780 ws 78010s 680 ws 15MM 1806 ws 5f01os 660 IDs II/A 76010s 748105 10921Ds W2 ws 8951Ds 1120109 MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Mk110M@0,64'IAn.O.C./U400p.Into.IW Alum.(PIg 4) IIIA IUA IIIA IUA h/A IIIA IUA IIIA IUA II/A IUA IIIA IUA 850106 CAPACITY WHICH MAY BE USED TO QUALIFY1 AmnDrl FL6p 09-6} IBStas 195to 725 ws 445106822108US lOs 140 fos 177 ws 370164 187105 4731DS 1701Ds 221166 290165 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Arc1ers®1.15'Mln O.CJ FCf g6y 210ws AB IIIA IUA IIIA IIIA 193Ina IIIA IUA 111.0 IUA 311165 642105 560105 ANCHOR CAPACITY TABLE. PRODUCT REVISED
ugdldglYOf o14d%OWhh the PlOride
cceDla+lw No O
FIGURE 1: FIGURE 2: TABLE NOTES: t210' _ �6
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • iem)-�prodeOl Cnntrn
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
- \11111117
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. NY L N
FIGURE 3:
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. ,.•' \C[NSF •, .p
BLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 •,
ED
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL4, •'•;�
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE p STATE OF j
• 6063-T5ANDBEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ��<'••.FCORIDI`••'G.��:
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST A25'THICK AND A36.ALL i,S ."'•'"' .
m
e ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.624' ," 1t
' ,!�NA�E
910&N12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYNN)IN41LCk1R,P.E.
FL P.E.#58705
TABLE IIA
® YI
Mullion Capacity Table ObertP)
Opening Width(for mdlcatly-spanning mullions)or Opening Height(forhorizorteAyspennin9 mullions) ���' Q
SO In 601. 701n 60 in 90 in tool 1201n 140 E 160 1n O
1.26%3.94 Rectarputer Trapyrriang. Rectongutar TrapRdarg. Rectangular TrepTriang. Rectangular TrepIrriang. Reclengular Trep/rdang. Roclenguler Trap'rriang. Rectangular TmpRdang. Reclenguler TmpTdang. Reclangdar Tmpff fang. o:
Landing Loading Lan ung Laa6ng Lcading Loading Laa6ng LoaQrg Loadrg Loading Leading loadlg Laa6ng loading Leading Lowing Loading LeodUg nZ 2 U
X.624 LL
Alum.Tube S.. •�., .� E .a.. .D .�„ .' 2 .E W .b
Mullion ��. $ �� a. m oS s �� u u o 3 d so a og a a� s a� 4:2• $ 4
" @. a €, S@. 2 32. v
o u' ua v v ua v u v u" uv �
€ sP s E g s g{p saw h
'6 v 6 6 l] D G 5�b b b Ti v �" 'G (L
fa 812 fS ¢`a $e �`� ma 8& Es f@ &� f€ 802 �`� f€ 8a f� � � 8� . 8rc 8 83 $� �� f� d"'� 8� � Erc � 8d O 711
421n 170.0 620 170.0 435 110.0 744 IND 478 170.0 660 170.0 506 170.0 992 170.0 519 110.0 1116 170.0 521 170.0 1240 110.0 521 170.0 1408 170.0 521 170.0 1135 170.0 621 170.0 1907 170.0 521 J
481. 110.0 708 170.0 524 170.0 850 110.0 581 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 17D.0 680 110,0 1983 170.0 680 170.0 2267 110.0 600 W
50.6251 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1045 170.0 684 170.0 1195 110.0 723 170.0 1345 170.0 1'47 170.0 1491 170x:: 766 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 g e
641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1597 170.0 056 170.0 1913 170.0 861 170.0 2231 170.0 661 160.2 2403 170.0 661 W p
Ln
60 in 110.0 605 170.0 701 170.0 1063 170.0 197 170.0 1240 110.0 678 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 10]3 170.0 2125 170.0 1063 1484 2167 170.0 1063 129.8 2163 170.0 1063 V J
631n 170.0 970 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 178.0 1122 156.9 2050 170.0 1169 134.5 2060 170.0 1171 117.7 2060 170.0 1171 W
661n 170.0 9)4 110.0 789 170.0 1169 170.0 903 110.0 176! 170.0 1002 110.0 1558 170.0 1086 110.0 1753 IND 1155 170.0 1918 170.0 1210 147.0 1966 170.0 1275 122.6 1986 170.0 1286 107.2 1966 110.0 1286 z �gG m
m Z
7210 170.0 1063 170.0 078 170.0 1275 170.0 1009 170.0 1400 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1731 169.8 1386 115.6 1731 155.9 13U 99.1 1774 160.4 1352 06.7 1734 150.2 1752 ?@ 3
0
7610 170.0 1122 170.0 937 170.0 1346 170.0 1080 1fiB.5 1556 170.0 1209 1674 1556 165.2 1285 131.1 1556 151.5 1266 117.9 1556 111.7 1251 90.3 1556 128.3 1779 87.2 1556 122.7 1219 73.7 f556 121.2 1216 J W
781n 170.0 1151 170.0 957 170.0 1381 170.0 1116 155.9 1477 169.7 1245 136.4 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1477 110.6 1158t23.7730
109.7 1154 Q o
u rc�Z
Sol. 142.0 1110 146.6 986 118.6 1110 123.9 960 101.5 1110 107.9 951 88.8 1110 96.3 936 76.9 1110 87.5 922 71.0 1110 80.7 910 592 1110 71.3 691 50.7 1110 66.6 878 61.7 BID Z Q O
96in 117.0 975 120.3 872 975 975 101.5 056 83.6 975 88.] 812 77.2 975 78.5 829 65.0 975 71.2 817 58.6 975 65.4 807 48.8 975 57.4 789 41.8 975 52.3 776 49.3 767 � X Z
108In 82.2 771 04.0 696 60.5 771 70.7 615 50.7 711 61.3 674 514 771 64.3 664 45.7 771 49.0 655 41.1 771 44.9. 647 34.3 771 38.9 672 294 771 75.0 621 324 612 rn O bO
1111n 75.7 130 77.3 661 63.1 730 65.0 650 5!•1 730 56.3 640 47.3 730 49.9 931 42.1t�624
45.0 622 37.9 730 41.11 614 31.6 730 35.6 600 27.0 770 71.9 589 795 581fi24 01.0 669 49.9 624 51.2 560 62.8 624 dd.7 562 ]7.5 626 39.2 574 33.7 35.7 537 30.0 fi24 72.2 531 25.0 621 27.7 519 21.4 fi21 26.6 609 22,6 501 x
td/in 37.7 433 35.1 400 28.9 433 29A 395 24.0 433 254 390 21.7 433 22.4 705 78.3 20.0 301 17.7 437 18.2 O O
Z
° mo 0
TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: g D 40
AnchorCopaelty Table Obs) ANCHOR CAP.,",,,,,,` ���
Subslmle' 2.7%Corcrete 3.68 Cont. 1101"Ulu Fitted CLIU PTWood metal (DP-)X( 1=ANCHOR CAP_
eJI5-Elto 114'SS
Ek6 WS'Elco 1/4-SS Elco 410 Sted #12SIec1 012 Simi MULLION CAP.,,.,,,,.,.
Anchor Clip Patterns Anchor Type 0/I Ir Elco Uft-on 1/4'Eko Uemcon 3'76•Elco urtram 1/4'Eko Ullmcon ( ) (5] ( ) USE THIS FORMULA TO OBTAIN THE'ANCHOR
UBmconEll AggreOaor Ullmcal AggreGotor Strew G6 Screw O Screw GS
Edge aslarce 4n) r 2-112• r 2-U2• 3.1181 1' 2-9z• 1• 2-92' r 3l/e' 2' 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Emtmnell n 1774' 10'4' 13/4' 1414' 2t 1-114' 1414' 1-114' 1-114' 1-1/4' 1-114' 2 1418• 7418' !ales ACTUAL PRESSURE REQUIREMENT FOR THE
2 AnttOR®4.75-1418 O.C./StaMad a OOcel Clip(19g.t} 300 IDs 390108 450 IDS 690 IDS 1644105 270104 293 IDs 354 IDS 740[Do 374 me 664 IDS O46 IDS 371 ms 442 IDS 560 me OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archers®1.15'MIn O.C.IStanclam(or 0%ct)Cup(flg.2) 420 IDS 700 IDS N/A IUA WA IIIA 3001Ds IIIA fUA IIIA IUA IUA 682lbs 865 IDS 11211bs CAPACITY(FROM THE TABLE)OF THE SELECTED
4Ambom Q34Min.O.C./(2)216 Angle Cllps/Pg.3) 780 IDS 780 IDS 680 IDS 1560 Iia 1896lbs 670104 5E0IOs NIA 760105 748 IDS Bre IDS 16921m W2IDs 885 IDS 1120 Re MULLION.IT WILL YI ELD A MINIMUM ANCHOR
4Arctnrs®0.64'611n.O.C./UCIIp,In10.100'Alum.(Fig 4) II/A IUA 141A IVA II/A 1114 IUA IIIA IUA UTA tUA IUA IIIA IUA 1267IDS CAPACITY WHICH MAY BE USED TO QUALIFY
f AMhX/F4:Op(TIg.S) 195 IDS 1g5tbs 225 IDS 445 IDS 622110 135 ms 1401Ds 177 Ras 37010& 187 IDS 332IDS 473 to$ I70ms 2211DS280 the ADDITIONAL ANCHOR OPTIONS FROM THE
2Anctols®1.15-fAn O.C7 F-M(Rg 6) 240IDS 3:a IDs IIIA IUA WA NIA 1g01M 14/A IUA N/A IUA NIA 311109 142105 66010& ANCHOR CAPACITY TABLE. PRODUCTREvism
m oomptying whh lho Plodds
BulldingCbdo
1.250' Aooepmano0 No
FIGURE 1: FIGURE 2: TABLE NOTES:
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ia7n1 ado Pro DO Control
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \\71\
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `Z`O•'..CENSF,((F�
FIGURE 3: 3.94"
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE tz•' it�;
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �- NO,58705
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ =
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �'O :�
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �ATE
!S o
FIGURE 4: FIGURE 5: FIGURE 6: ) SLEI
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ��U '•_�.
• 624' T•'•.,7=(OR40�`,.•��;.
• 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _� ��
.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL �1 nNAI*
• O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. l r7 j II I I 1 I I I 1414``
#10&912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.94•X.624' A.LYNN MILLER,P.E.
MULLION FL P.E.#58705
TABLE12A
Mullion Capacity Table Ib; a nRt
Opening th(forvenical"pervirg muillons)or Opening Height(for horizontallIr-spararg mullions)
50)n 601n 701. 8o in Solo 1001n 120 in 140 in 160 in kas4'
Rectangular Twi'mang. Reetanpdar Trawd.ng, Rattangular Trapflldarg. Reclanow Tmpm.ng. Reatmgslar Rap1dang, Ractarol r Trap/id5no. Reetang lar 7twIllmg. Red.ngrdar Tmp7fdang. Rectangiler 7lapfrdang. $H O
2%4X.25 Wadn9 Loafing Lwdnp Loading Loving Loafing Lwdn9 Lwdrtg Loafing Lwdng Lwdng Lwdng Loadnp Loafing Lm
Lowing Leafing Loadn9 � 4
AIum.Tube
Mullion ..
ahaa
11. s b §�' t $ < �• s� a� s
� � � � m
• $rc s m sc s .2¢ 2; ss> rc fI- rc rc f z s
42 In 170.0 UN 170.0 435 170.0 7N 170.0 478 170.0 868 170.0 608 TT6,0 892 170.0 619 176.0 1118 770.0 621 170.0 1240 '170.0 521 170.0 1468 170.0 621 170.0 1735 170,0 521 170.0 1083 170.0 321 z
481n 170.0 700 170.0 624 170.0 850 170.0 681 170.0 002 17D.0 630 170.0 1133 170.0 661 170.D 1275 170,0 877 170.0 1417 170.0 060 170.0 1700 170.0 680 170.0 I983 170.0 600 170A 2267 170.0 680 O tiJ
50.626 In 170.0 747 170.0 $63 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 ;170.0 756 110.0 1793 170.0 756 170.0 2092 170,0 756 170.0 2391 170.0 756 e
541. 170.0 797 170.0 612 170.0 950 170,0 691 170.0 1116 170.0 164 170.0 1276 t7O.0 603 1700 1434 170,0 07 170.0 1694 170.0 856 i70.0 7Sf3 170.0 661 170.6 2231 170,0 Bot 170.0 2550 t70.6 861
a
60In 170.0 685 1704 701 170.0 1063 170,0 797 170,0 1240 170.0 878 170.0 }417 170D 944 17010 1594 170,0 988 170.0 1771 ,170.0 1033 170.0 2125 170.0 1063 170A 2479 170.0 1063 130.8 2483 VOL 1063 LM 4 0
co
031n I= 930 t70.O 745 170.0 1118 170,0 650 f70,0 1302 t7a0 040 170.0 1486 170.01015 170.0 1673 1700 1878 170,0 1859 170.0 1122 170.0 2231 170.0 1169 163,7 2653 170,0 1171 146.9 2553 170.0 1171 F- to J
Bb In I7OA 074 170.0 789 170A 1169 t70.0 903 170.0 1364 170A 1002 114.0 1658 170.0 1086 170.0 1753 t70A 1155 170.0 1846 170.0 1210 t70.0 2338 770.0 1276 161.9 2437 170.0 Use 132.9 2437 110.0 1208
721n 170.0 1063 170.0 878 170.0 We 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1013 1700 13f5 USA 2125 170.0 1387 145.6 2184 170.0 1488 124.0 2184 170.0 1528 105.2 2184 170.0 1530
761. 170.0 1122 170.0 937 170,0 1310 1740 1080 1100 ISM 170.0 1209 t70.0 t794 170.0 1322 186,1 ISM 170.0 1421 140.0 ISMO 170.0 1505 123.8 1960 181.8 ISO 106.1 1960 164.0 1535 92.0 1060 152.7 1531 W IW>>L
l0 �Z
$ 701n iTOA 1151 170.0 987 770.0 SJBi 170,0 1118 170,0 1811 170.0 1259 170.0 1842 170.0 7369 752.7 5881 170.0 1474 iJT.4 1861 183.5 1600 114.5 1861 747.3 4473 98.2 1881 139.0 1458 854 1881 137.6 1454 Q (n ,r �•
SO In 170.0 1328 170.0 11N 148.1 1398 150.0 1218 127.8 1308 136.0 1188 111.9 1398 121.3 1178 08.4 1398 110,2 1102 BO,b 1396 101.8 1147 74.5 1398 89.8 1122 63.8 1398 82.7 1105 55.8 1398 78.8 1096 I- ,Jj Q
961. 147,4 1229 16}6 1098 122.9 1229 2278 5079 106,3 1229 111.2 1061 92. 1220 98.9 1044 61.9 1229 89.6 1029 73,7 t220 02,4 10(6 WA 1229 72.2 093 52.7 1229 65,9 077 4&1 1229 62.1 887 z W O
1081n 103.6 071 105.8 877 06.3 971 89.0 862 74.0 071 772 849 64.7 071 68.4 837 $7.5 971 61,8 825 51.8 971 56.5 816 43,1 971 !910 790 374 071 44.0 782 32A 971 40.8 771 !p N r m 0 fib',--
111 In 05.4 919 97.3 012 75.5 910 61.9 B19 561 919 70.9 606 59. 019 82.9 794 53.0 919 56.7 701 47.7 919 51.8 774 39.7 919 N.0 766 34,1 819 402 742 20.6 019 37.1 732 W
129 to 76.5 766 78.8 716 82.9 788 84.5 705 509 786 55.8 695 47.2 780 {0-{ 686 #5.9 786 NATq47, V,
7.7 788 40.5 688 31.5 788 34.8 653 27.0 785 31.0 841 23.8 788 28.d 631 x
N
1441n 43.7 548 442 504 36.4 saB 374 498 J12 540 37.8 401 27.3 546 282 485 2l.J 548 25.38 648 '22.9 474 fB,2 6!8 18-5 484 15.6 616 17.2 455 13.7 b4B 15.5 NB U 9C' Q
N
TAB ANCHOR CAPACITY ADJUSTMENT FORMULA: 11 Z -� U)
AnehorCapaeity Table{iba} ANCHOR CAP.,,,,,," 1Y m0��'
Substrata 2.7k corcrele 35k Cmc. HOBO.RdU Filed QJU PTWood 8letal (DP,,. X ANCHOR CAP... sI gee b
unraCoco V4`SS Ek:o 5"16'ERo 114'SSEtco #105tad 0123fee} 012 real
) `MULLION CAP. , �
Anehor Cllp Patterns Ansbor 7ypa� 3'S6`Etco Uliracm 114`Eko Uttr4con Ul2con 3'1G Elco Uliracm yr Ekoutt2son ASOreOdor umcm Agg..O Scmw(O5)S,(G5) Screw(05) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edge pslarce on) 1- 2-V2' I t" 2-VT 37181 V 2-112- 1• 2•V21 r "Ar r 448' 0.64' (L3 4' CAPACITY REQUIRED"CORRESPONDING TO AN
Embednrnt On) 13/4• 1414' 13x4' 13/4' 21 1-V4' 1414' 1-114• 1.114• 1.114' 1-174' r 1418• 6316' as ACTUAL PRESSURE REQUIREMENT FOR THE
2AnCM5@4,7$h9n.O.C./S1ar4adur0lbet COp(Flg tall) 800Ins 39010& 45D[as 090 Its 1644 lbs 270 Ina 280-Ms 351 Ina 74DIDs37 A* 6661106 8481bs 841 fbs 442115 560 ns OPENING,WHEN IT IS LOWER THAN THE MULLION
dArcnaa 4$2,48'RitM1 O.0/Standam aIXteF)CRp 8183) 740 Ihs 740139 630 In, 14051ts 1424 Iw NIA 507 It. NIA t951bs WA OOO Ite IIIA 6021bs 6651bs 11201te CAPACITY(FROM THE TABLE)OF THE SELECTED
BAmh0fsNL71•hBn 0.C.1Sla1anra!r0 I)Clp09,4) 085 IDs QDW1 758 Jos 194S1ts IIA IIIA 70500 N/A Mina IIIA IVA IVA 10221t8 132716& ism IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR
4ArcnOrs@ 31 On.O.C.I M 2f6Argle Caps T(Flp b) MD Ins 7 6130 111, 15W IDs 1196 Las Gibs 583M HIA 760lbs 748 lbs SBO HIS 1892108 692IOs 685 Ra 11201M CAPACITY WHICH MAY BE USED 70 QUALIFY
Sarcigrs®3'M1IIn.O.QI(2)2�5Ar01e Glps/(Flo.6) 117010& It Its 102016& 234016& 28W lbs a1 os 040 Ins IIA 1140103 11221w ' 1320]as 263816& t02zI0a 1327 a4 16W Iba ADDITIONAL ANCHOR OPTIONS FROM THE ,
3Arcmts Q 1,34'LOn.O.C,l UC0p,U8D.123 Atom trig NIA ILIA NIA NZA NIA NTA IIIA IVA tUA NIA tUA tUA IIIA HIA 10731 ANCHOR CAPACITY TABLE,
6 Arctom@0,61'NIn.O.C,I U-Cup,Inm.125'Alum gag.B) IIIA IIIA NIA ILIA NIA H/A IIIA IIIA IIIA IIIA IIIA tUA 111.0 IUA 21 I_ PRODUCTRBVISBD
2Anctrus 268•IA.O.CJF-C4p09OX 370163 370 Ws S115 lbs 743 the 7f21s NIA 28093 }774 348ISS N/A 44DIts IIIA 34110& 442113 160104 Bug�a8ly�160Fb/1de.
3Anciws 5.7t"841n.O,C,/FCBp(Fp.t07 443 ms 525 Its 379 lbs
Or
IIIA IIIA 353Ite IIIA WO ba NIA IIIA ILIA 61116& 661 lot 640103 C•'r,
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, °DC
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24,
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: TABLE NOTES: 2,000 femi oda Roduct Control
• • • • • • • • , .....
111t14I)}p7T7
i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ,Z
� 9/
• • • • • GENERAL INSTALLATION METHODS. \� .O.- ••.�4F
FIGURES: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ENS�
''•� {r'
• • • • ,250" 4.000" -11,:, No.58705
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR
ENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN
• • THELOCATIONS.FIELDLOWING DIMENSIONAL RESTRiCTIIONS SHOWN ON SHEETS21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE
• • • •
FIGURE7: FIGURE6: FIGURES: FIGURE IO: � � �� Com.• - K
OF �/ -
ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ' X\ '•.A`CORt01;.•
'�• : (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM 0-00.WOOD SHALL BEPRESSURE-TREATED YELLOW SOUTHERN P)NE WITH AN SG OF 0.55. '��5+i- •••• C1
. • • MUST BE USED ALUMINUM SHALL BE 6063•T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 445"THICK(18 2'X 4•X.25'MULLION �/�S/ONA\- 11
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNNIMi 11 LI ER,P'.E.
• •• • THREADS BEYOND THE MATERIAL.N10&412 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.0R 410 S.S. FL P.E.#58706
TABLE13A
Mullion Capacity Table Ibae • 3
OpeningWidth(forvorticaly-sparcVrgmU(ions)orOpen(ngHeight(forhor(zontaly-sparvirgmillions) lCI
id
- Q
601n SOI. 70 in BON 901n 1001n 120 in 1401n 1601n .
Reclenguler TreplTdsng. Ret, ngolar Trep/Td..a. Reclmigulin Tap!Tnmrg. RoctanBWar Tmpmdeng. Rectangular TrapRdeng. RectergWer TrapRdang. Redongular TreprTdeng. ReclnngWar heprTneng• Roclengular Trep/Idnng. o FO-
2x 6x.26 Loading Loading Loading Loading Leading Lwdnn Loadng Loading Lending Loading LeednO Loading Loaft Loedng Loadng Loadag Loadng Loading x 4:
Alum.Tube DLO
z`
Maven s s� a g �� a x $ a �� g -g s� s. g a S.
c� c� �� t4 II c7 r�� r� c3 d 3 t4
fi
spa s� �9g s� egg €� r�s� € s &gg s� �gg sL �? b. fl 7g&g 9g §� _@ � s g { s � gin m
�ad �c ��a3�a d� Y 7� 'dK F� did E Q` z ui�K W
42 In 170.0 620 170.0 435 170.0 744 170.0 478 110.0 888 170.0 500 170.0 092 170.0 510 170.0 1118 170.0 52t 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1135 170.0 621 170.0 1861 170.0 521 L W
481. 170.0 708 170.0 524 170.0 850 170.0 584 170.0 092 170.0 030 170.0 1133 170.0 661 170.0 1275 170.0 077 170.0 1417 170.0 880 170.0 1100 170.0 680 170.0 1883 170.0 680 170.0 2201 170.0 680 J W
50.625 In 170.0 747 170.0 563 170.0 BBB 170.0 831 170.0 1048 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1783 170.0 7567 170.0 2092 170.0 756 170.0 2301 170.0 756 2 d' 8D
641. I70.D 787 170.0 612 170.0 856 170.0 691 170.0 11161170.0
7S4 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 '170.0 856 t70.0 1913 170.0 881 170.0 2231 170.0 861 170.0 25W 170.0 881 W C>
M
601. 170.0 05 170.0 701 170.0 1063 170.0 767 170.0 1240 878 170.0 1417 170.0 944 170.0 1584 170.0 NO 170.0 1771 .170.0 1033 170.0 2125 170.0 1061 170.0 2470 170.0 1063 170.0 2833 170.0 1063 rmp J
631n 170.0 030 170.0 745 170.0 1118 170.0 850 170.0 1302 040 170.0 1488 170.0 1015 170,0 1673 170.0 1078 170.0 1658 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2875 170.0 1171
68 In 170.0 074 170.0 788 170.0 1189 170.0 803 170.0 1364 1002 170.0 1558 170.0 1080 110.0 1753 170.0 1155 170.0 1846 170.0 1210 170.0 2335 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 12M
z 2-n
c 721n 170.0 1083 170.0 8'76 170.0 1275 170.0 1008 170.0 1486 1126 170.0 1700 170.0 1278 170.0 1813 170.0 1315 170.0 2125 170.0 1307 170.0 2350 170.0 1188 170.0 2875 170.0 1578 170.0 3400 170.0 1530
W
78 In 170.0 1122 170.0 837 170.0 1318 170.0 1080 170.0 1570 1209 170.0 1784 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2882 170,0 1828 170.0 3140 170.0 1694 170.0 3580 170.0 1705 IL 1z
Z 78 in 170.0 1151 170.0 867 170.0 1381 170.0 1116 170.0 Nil 1250 170.0 1642 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2703 170.0 1700 170.0 3223 170.0 1777 170,0 3883 170.0 1706 J V
Q Z N O
90 N 170.0 1328 170.0 1144 170.0 1594 170.0 13M 170.0 1859 1488 170.0 2125 170.0 1853 170.0 2301 170.0 1783 170.0 2658 170.0 1818 110.0 3188 170.0 2125 156.0 3413 170.0 2273 138.5 3413 170.0 2381 Z r
98 In 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1083 1622 170.0 2267 170,0 1784 170.0 2550 VD.0 1952 170.0 2833 170.0 2095 180.0 3199 170.0 2338 137.1 3189 166.6 2470 120.0 3199 156.1 2428 I- ;; 80 EO
Cn ko
1081n 170.0 1594 170.0 1409 170.0 1817 170.0 1847 170.0 2231 1870 170,0 2550 a
2781 170.0 2271 148.3 2781 161.9 2333 123.6 2781 140.4 2281 105.6 2781 125.9 2231 02.7 2781 1160 2190 /n N 9 A
1111n 170.0 1638 170.0 1454 170.0 1888 170.0 1700 170.0 2293 170.0 1872 170.0 2021 2832 1823 2245 130.8 2832 118.4 2216 113.8 2072 128.4 2188 87.6 2832 115.1 2128 85.4 2872 108.7 2086 X
LLI
c0 fn
1201n 170.0 1711 170.0 1586 170.0 2125 170.0 IBM 154.4 2252 158.9 1981 135.1 2252 7252 127.2 1938 108.1 2252 116.1 1815 00.1 2252 068 1672 77.2 2252 88.6 1838 879 2252 614 1808 ~ X144 44 125.1 1584 128.8 1445 104,3 1561 106.1 1425 86.4 1584 81.5 1107 782 1564 1564 72.3 1373 R. 1584 65.7 1358 iI I 1564 56.0 1330 44.7 1584 68.2 1305 30.1 1564 44.4 1283 ¢ N Z
$ �0 D
TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: €Elf m�
Anchor CoDacltv Table Ibs ANCHOR CAP.,,,,,,,,,,
Subalrete: 2.7k Cenciele 3.5k Coro. Han CA1U Fined CMU PT Wood Metal (DP,)X( )=ANCHOR CAP.-
5116'Ek. U4'SS Eke 5116'Elco 1/4'SS Elco #10 Sleel #12 Sleel #12 Sleel MULLION CAP.,,,,,,,,K
Anchor Clip Patterns Anchor Type: 3116'[lcd Ulbeeon i/4'El..Ullraeon CAP.-
U16'
3/16'Elca UlDxon 174'Eke UlBncon AggreOatar Ulimeen AggreGaler Screw(05)Screw(05) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edea gslenee(in): 1' 2.12' 1" 2-12' 3-I 6' 1• 2-12' V 2.112- z' 33/8' 2- 0.48' 0.54' 8.324" CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment Bn): 13/4' 1-34' t-3/4' 1314' 2' 1-1/d' 1.1/4' 1.114' 1-1/4' I.IN' 1.114' 2' 1.318' 1-Va. lanes ACTUAL PRESSURE REQUIREMENT FOR THE
2AMhM®4.76'Min.O.C./6lendard plGlSalGip(Fig.182): 39D Me 390 WS 450lbe 890 lbs 1644 lbs 2701be 280lbe 354lbe 74010. 374 lbs 664 ms 946 lbs 341 lbs 4421os 5801bs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amheis®4.66'Alin.O.C./Stendxd(o Offset)Clip t.3): 780[be 780 His 0001bs 1780 IM 3232 lbs 540lbs 560lbe 708lbs 1460[be 748 IW 1272 lbs 1892]be 682 lbs 685 lb, 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
BAnchars441.71'MIn.O.C.l Stenderd(wO8se0 Clip(Fig,4k 1180lbs 140011,3 1010 lbs 2595 lbs WA WA 940lb. WA 1065lbs WA WA WA 1363165 1770 lbs 2240 im MULLION.IT WILL YIELD A MINIMUM ANCHOR
4An.b..44 Y Min.O.C.1(2)2X5 Anals Clips/{Fig.5): 780lbs 760 Ibis 68D IDs 15601ba 1890 lbs 540 lbs 560 Ilia WA 760lb. 748[be 880 lbs 1892 lbs 682 lb. 685 lbs "20 be
CAPACITY WHICH MAY BE USED TO QUALIFY
8 Anchms @ Y Min.O.C./(2)2x6 Angle Clips I(Fig.8): 156016, 156016. 136016. 3120 lb. 370211,5 10801bs 1120 lbs WA 1620lbs 14981Ds 1760 lbs 3784 lb. 13B31Ds 177011,5 22401bs ADDITIONAL ANCHOR OPTIONS FROM THE
12 Arebm Q 1.S Min.O.C./(2)2x5 Angle Clips I(Fig.7): 1660 lbs 2t001ba 1440 His 3760 Iles WA WA 1320 lb. NIA 1600lbs WA WA WA 2045 lbs 2654 IDs 3360g ANCHOR CAPACITY TABLE. RODUCf REVISED
4 Anahas®1.34'MIn.O.C./U471p,Inca.125'Alum.(Fig.8J: WA WA WA WA WA WA WA WA WA IUA WA WA WA NIA 1430 lbs complying whh Ibe Wodda
BAncticm®0.64'A11n.0.C.fU42in NIo.125'Alum.(Fp.9): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2801 lbs (--2.000"x( u0d(Og lbdo -�A�S
2 Anchors C 4.88'Min.O.CI F•dip(FIg.f0): 39011,3 390lb3 650165 8901ha 1B1fi lbs 270lbs 28011,5 3541bs 740 Me 374 lb, 6381bs 94611,1 341 lb. 442 be 56011,3 400cptrmw No ,!(„-jf
4Anctam 631.71'MIn.O.Cl F-Clip(Ffp.117: 59011,3 700 tbs 50503 1288105 WA WA 47011,5 WA 633lbs WA .WA WA 652lbs WS be 1120163 DB10
250'
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES: •.fiami Dade ProduG Centro
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON `1117
• • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �� �( •
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��,•' �-
• • • 6.000"
• • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 58705 =
• 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS,
E ;.4•,• �r/, q �S CL41`
•• CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED "� •, SI/`T l •.=�/
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED %�.c�•'•.,PCOR101'.•' C2\
DEUMUHANG1.5-7) YELLOW SOUTHERN PINEWITH AN SG OF 0.55.ALUMINUM SHALL BE 6OnT5 AND BE A MINIMUM OF.125' %FS ••.•"''•MUSTBE
USED N THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO
PAIRS BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2"X 6"X 25" A.LYNN I7�ILLER.P.E.
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE 14A ®h
Mullion Capacity Table Ibs#t2
1
Opening Width(for uer8raltyapanringmt111ons)orOpening Height(for holi rdalty-sperWngmuillons)
601n fi01n 701n e01n 901n t001n 120 In 1401n 1601n X
Rectangular 7rap7dary. ReclangWar Tmp/Tdang Rectangular Trayrderg. Rectangular Trap7tlang. Rectangular 7rapRdang• Reotangular Traprdare. Reclangelar TrapRdang. ReclangWar TrepTdarg. Ralangular Trep7fdang. eS�.
1.26"x 2.11" tnading Loadlrg Lmdingg gLoading Loading LoaSng Loading Loading Loadire Loadlrg Loadin9 Loading Loading Loading Loading Loafing Loading Loa4irgg
x.126"Alum �� tag t7 t)� �' g I $ g � ` t3 ` 13 tR`
Tube Mull N
s@ 00 -V 00 F
421n 144.2 526 167.0 428 120.2 526 14&9 419 103.0 526 138.8 414 60.1 526 134,6 411 80.1 b26 134.1 411 721 626 1134.1 411 60.1 526 134.1 411 51.5 528 134.1 411 45.1 526 134.1 411 � IyJ
481n [24
403 Me 333 S86 403 94.7 325 69.0 403 88.4 320 60.4 403 81.4 317 53.7 403 70.1 315 48.3 403 76.6 314 40.3 403 78.6 314 34.5 403 78.6 314 30.2 403 78.6 314 J =
50.625 In 362 91.0 301 6e.6 362 79.3 297 51-.8 362 71.9 269 61.6 362 67.2 286 45.7 362 84.8 284 41.2 362 163.6 283 34.3 362 63.5 283 29A 362 63.6 283 25.7 362 63.fi 283
o
54 in 315 74.1 267 MIS 318 64.2 261 48.5 316 57.7 256 424 318 53.5 253 37.7 318 50.8 250 33.9 318 49.5 249 28.3 318 49.1 248 24.2 Me 49.1 246 21.2 318 49.1 248 m M O
so In 259 53.1 219 41.2 250 45.7 214 35.3 258 40.7 210 30.0 268 37.2 207 27.5 256 34.9 204 24.7 256 .33.4 203 20.6 258 32.2 201 17.7 258 322 201 15.5 258 322 201 F 4D J
'a
63 In 234 45.6 200 3Se 234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 294 186 21.4 234 28.0 164 17.0 234 28.6 183 15.3 234 26.5 183 13A 234 26.5 183 � d �
66 In 213 39.4 1a3 31.0 213 337 179 28.5 213 29.8 178 23.2 213 27.0 173 20.6 213 2S1 170 18.8 213 23.7 169 15.5 213 22.2 167 13.3 213 220 166 11.6 213 22.0 168 Z co i m
72 In 179 30.7 155 23.9 179 25.8 152 20.4 178 22.5 149 17.9 178 20.3 147 15.9 179 15.7 14fi J W
7fi In 161 25.4 140 20.3 161 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 Q 1z
75In 152 23.b 133 18.1- 152 19.9 131 16.1 152 17.6 128 r r
F �
TABLE 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z N
Anchor Capacity Table Ohs) ANCHOR CAP.,,",,,,, F X V o•o
Snffilrete' 2.7k Calcreie 3.9c CO ' HdbW CAIU Fill CIAU PTWo00 L0.3-24'
(DP-)X( )=ANCHOR CAP.,,, (n �N o o�
5116•Eko iN'SS Eko 6116*Elco V4'SS Eko gi051- e1231ee1 MULLION (n
AnehorClip Patterns Ambx type. 3f%-Eko Ullydcm 1/4'Elco UH-on 3116•Ekoua2con 1/4'Eko ullmcm USE THIS FORMULATO OBTAIN THE•ANCHOR N
unm a AggreGalar UlI- Aggn Gator Sc"(W)Sun-(G5) it X `1 Y
Edge arta-(In) 1• 2412' 1• 2-1/T 3-118• t- 2.1n• 1' z-112• 2• 3-1/8' T 0.49' 0.57' CAPACITY REQUIRED'CORRESPONDING TO AN coEmbedment(m) 1314' 1314' 13/4' 13/4' T 1-114' 1-114' 1.114' 1-V4' 1-1/d' i-114' T 13/8• 13'6' ACTUAL PRESSURE REQUIREMENT FOR THE Q4 AMM-r 03'Slln.O.C./ 2(SArgle Cups/(Fig.1) 78DIb6 78]Ibs 6SOIos 1f6l lbs 18961nS 6401ba 560 fOs WA 76D IDS 7481D3 8801bs 1892 We 68210s 885 ns OPENING,WHEN IT IS LOWER THAN THE MULLIONz
Qd e�
CAPACITY(FROM THE TABLE)OF THE SELECTED 0
'
MULLION.IT WILL YIELD A MINIMUM ANCHOR
m� ���'�
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. x1, 1 OD ' F UVISIJU
witShe Florida
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. pryg
2!!!et
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE.FIGUREI: 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•
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. '125" r
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED \ ,1GENgF'
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.12V ,
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11•X.125•MULLION No.58705 '
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION)
THE MATERIAL.910 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. _ =
- 0 ;
ATE F
/0NAL
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 15A ® n
Mulllon Capacity Table(Ilene)
OpeningWldth(for serliceiVspannigmWons)orOpening Height(for hodwrtal"parrrrgmUlioro)
SOI. 601n 701n 60 in 90In 1001n 1201n 1401n 1601n y O
d
Rectangular T1.prtdang. R.I.ngder TrepRdang. Reclsngular Trep/illang. Raclengdar TrepTdan9- Raclongdar Trapll7lwg. Rectanguar Tmp7T0an9. Rectangular TI.P7Rlang. Ra.lmouar Treprrdang. Rectangular Traplydeng.
3,26"30 Loading Loadall Loadng Loafing Loafing Loafing Landoll Loadng Loading Loafing Loadng Loading Loafing Loafing Loafing Loafing Loafing Loedng
DEO.AL ,y. Z• �• D p D r 'n
SAYMULL
•g.. $ $•- ,. 8^ 8^ R ^ c�
m
g fi fi U) w
0 ril
421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 We 170.0 991 170.0 Ste 170.0 1118 170.0 521 170.0 1240 '170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 721 J W
481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 692 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1{17 t70.0 680 152.2 1522 170.0 680 130.5 1522 170.0 680 114.2 1522 170.0 680 _
�;° (n
50.6'251. 170.0 747 170.0 563 170.0 BBB 170.0 631 170.0 1049 170.0 684 170.0 1195 170.0 723 1700 1345 170.0 747 1642 1443 170.0 758 138.9 1113 170.0 756 117.3 1443 170.0 766 102.6 1443 170.0 766 W C3 8 0
51 In 170.0 707 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 (353 170.0 937 144.3 1353 170.0 856 120.3 1353 170.0 881 107.1 1353 170.0 $61 90.2 1353 170.0 681
601. 170.0 087 170.0 701 170.0 1067 170.0 797 187.0 1210 170.0 670 118.1 1218 170.0 914 129.9 1218 159.0 938 116.8 1218 1521 924 07.4 1218 116.1 BIS 93.5 1218 118.1 913 73.1 1218 148.1 013 h •J
U .j
63 in 170.0 930 170.0 745 170.0 1116 170.0 650 1602 1150 168.8 033 134.4 1150 157.0 914 11&e 1150 141.9 898 105.1 1160 134.2 885 97.8 1150 VS.? 871 75.1 1160 1262 870 65.7 1150 1262 670
W
681n 170.0 974 170.0 789 152A 1048 165.9 881 130.6 1048 14&8 BB4 114.3 1048 133.1 850 101.6 1046 123.4 839 91.4 1048 116.6 630 76.2 1048 109.4 021 85.3 1018 108.2 518 57.1 1046 108.2 eI6 8
C 721. 140.8 860 147.9 784 117.4 7700 1.8
100.6 BBO 110.8 731 88.0 880 100.0 772 70.2 880 82.0 712 70.4 880 8&2 703 58.7 604 79.2 697 50.3 880 78.5 BB8 44.0 060 70.4 886
761n 119,7 790 125.1 690 09.8 790 65.7 790 93.3 663 74.8 700 e39 852 68.5 790 76.9 643 59.9 790 71.7 635 49.9 790 65.1 624 42.6 790 82.1 619 37.4 700 61.5 817 Q D .�
2 781n 110.6 750 115.5 857 92.3 750 79.1 750 85.9 632 09.2 750 77.1 621 615 750 70.6 612 650 750 65.7 605 462 750 59.4 594 39.6 750 56.2 588 34.6 730 55.5 SBB Z Q ¢ N O
901. 72.1 6W 74.4 $00 60.1 583 51.5 663 61.8 183 45.1 6W 49.9 475 40.1 6W 44.4 488 30.1 563 40.9 462 300 661 78.2 !62 25.8 563 37.3 415 27.5 6W 31.0 142 Q lb Z 00 O
F W"
961n 59A 495 61.1 40.7 49.6 405 42A 495 44,8 427 37.1 495 39.0 421 33.0 495 3a.1 415 29.7 495 332 409 24.6 495 29.1 400 212 495 28.8 391 18.6 495 25.0 790 4n �
1WIn 41.7 391 12.8 353 34.0 391 20.8 391 31.1 342 26.1 391 27.6 337 232 391 24.9 333 20.9 391 228 328 17.4 391 111 321 14.0 391 17.8 115 _
1111. 36.4 370 39.2 JJS 32.0 370 27.5 370 28.8 325 24.0 370 W321 770 72.8 318 19.2 170 20.9 712 16.0 770 16.1 305 Y o`1
W
~ Q O O
144 In 30.4 317 3013
.0 289 25.3 JI7 21.7 317 22.5 290 19.0 317 317 17.9 273 U
1441. 17.6 220 17.0 201 $ Z
TABLE 150 ANCHOR CAPACITY ADJUSTMENT FORMULA: �� �
Anchor Capacity Table(lbs) ANCHORCAP.,,w,,,,
Sulplmle: 2.711 Concrele 3.511 Caw. Hollax CMU Filled CMU PT Woad Wal (DP..)X( )=ANCHOR CAP_'5116'Elea 144'SS Eko 5118'Elco 114'ss Elco #10 SI'd #I291cci 012 Steel MULLION CAP., ,,,,
Anchor Clip Patterns Anchor Type: 3416'Eko Ullraaon 111'Eka Ultlacan 3116'Eko Uib.. 114•Elco Mrscar
ulGecon ApgreOator ultrecon AgpreOator Screw(O5)screw(c5) S<rew(05) USE THIS FORMULA TO OBTAIN THEANCHOR
Edge Distance(m): 1' 2412' 1' 2-12' 3.118' I' z-11. r 2-1n' 2• 3.178' 2' 0.48' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embednenl Bn): 1-374' 1.314• 151/4' 1-3/d' Y 1-114' i-114' 1-114' 1.114' 1-114' 1.114' 2• ta18' 1718' larks ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchor.®5'Mia O.C.I(2)2c5Angle Clips I(R0.1): 3901as 3901bs 4501b4 ego lbs 170010.s 2701os 2W IDs 354 lbs 740 lbs J741ba 7201bs 9481bs 341 @s 4421bs 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchano®3S'Min.O.C.l(2)2c5Angle Clips I ffb.2): 7M 1" 780 n. 790lbs 16701ba 25251b3 540 Ws SW 10.s WA 1120 IW 748 IM 880 ft 1892 lbs 6B21bs hes lbs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED
a Anc0as@2.71•Min.O.C.1(2)2x5Arple Glpa 7fflg,U 11201bs 1120lb3 956lbs 2246lbs 2254 ws WA 840Ibs WA 10591W WA 132016. WA 10221hs iJ271b1 18801bs MULLION.IT WILL YIELD A MIN IMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE IRODUUT RI(VISED
ANCHOR CAPACITY TABLE. uwtnptyin9 wide the Plo da
FIGURE I: ugdingOcdc �
TABLE NOTES: /Noceplanco
' 1
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. •w�
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
iaml ade Pr tCo4w1
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. (11 l 14 7 7
FIGURE 2: ,125• �� y LYNN
3)MULLION AND MULLION CUPS SHOWN ARE NOT SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30" `a'��.•'1.10E7dg•'•��F
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' No.50%05 '�`•
FIGURE3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ ��-•�_.
6 0 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND SEA MINIMUM OF.125' D,
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30o BAY F�S ((/
LEAST.126'THICK AND 036.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ;U,�•. SL1117'f_ \(V\
ra THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. '••;c<ORIOi;,.•' ��`:
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. ''�SS�UNnL•�`,G`
A.LYNNIINILLt'R,P.E.
FL P.E.#58705
TABLEI6A
w
mullion Capacity Table 149111,
Opening Width(foruerticaliy-sparrirg mUlions)or Opening Het ght(tor))3rizortally sparr9rg mtl8ons) iYc^I
501n 601n 701n 801n 00 In IOOIn 12013 1401n 160 to
Roe{engmler TreprMang. ReclangWar TmpTdat°. Redtangutar TrapTdang. Rectenocter Trawhang. Rmtangutat Ra d • °
p7 aog. Re4fangt4ar Tm{Ylnang. Rontengutar TraFl7i'dang. Re4{angtdar TtapTdena. Rectangular Ttap:Mang. �Q
3,25°45 Loading 1-09639 Loading Losing LO.&O Loadog Loading Loading Loading Usdng Loafing Loading Lowing Loafing Loafing LoadnB Loadng Loading
DEG.AL a a Ti BAYMULL ga 1 .� y� 3 $ FB.k 8 g g $ v g 'f:7 g, TH,
Is6 t3 t° c3 c> t3 cR a tS c S cS c3 c°S F3 a cT cR iY t9 c3 t3 c3 IS & E cT c�� �� s til "a s Is 5 Is g I s�� I � � 'G ff ,5 16 A I � � I I1 1 4"1 11 � 1-
4213 170.0 820 170.0 /35 170.0 741 170.0 47B 170.0 888 17tl.0 508 170,0 882 1700 SIB 170.0 1118 IMO 521 170.0 1240 170.0 621 170.0 1468 170.0 521 Me 1735 170.0 521 180.3 1671 170.0 521 uJ
4813 170.0 708 170.0 524 170.0 850 170.0 584 178,0 BB2 170.0 830 170.0 11JJ 170.0 681 170.0 1275 170.0 877 170,0 1417 1170.0 860 183.7 1837 170.0 680 1/0.3 7837 170.0 8110 122.6 1837 770.0 880
O 2
60.825tn 178.0 747 170.0 563 170.0 898 t7o.0 831 170.0 1046 !70.11 664 170.0 1185 170.0 723 Me t345 170.0 747 170.0 1424 '170.0 758 147.1 1552 570.0 758 126.1 1552 l7aO 758 110.4 1552 170.0 75e Y0-' m 4A
o
51 In 170.0 797 170.0 812 770.0 BSB 170.0 681 170,0 me, 170.0 754 170.0 5275 170.0 803 170.0 1134 170,0 837 165.2 1455 170.0 658 120.3 1155 170.0 881 110,8 1155 170.0 801 07.0 7455 170.0 881 m o O
fie to 110.0 985 i70A 701 170.0 1063 170,0 797 17ca 1240 170.0 078 157.1 1309 170.0 044 138.7 1308 fl0.0 BBB 125,7 1308 163.5 904 101.8 1308 157.1 882 &9.6 7309 157,1 082 76.8 1308 157.1 862
F Q0 J
63 to l70A
�03O170.0 745 170.0 1118 170.0 850 1628 4247 1700 9/0 1125 }247 58{.5 983 128.7 1247 152.8 985 514.0 1247 244.3 852 85.0 1247 136.2 938 81.4 1247 135,7 935 71.3 1247 535.7 835 WJ13 170.0 170.0788 170.0 1189 170,0 BOJ 748.4 1190163.7 985 129.0 1180 147.0 045 115.4 1180 138,5 028 103.9 1190 t28.4 014 88.8 itOO I{9.5 698 74.2 1190 118.1 893 84.8 1190 t18,f 893 Z V181.8 160.8 877 134.7 tate 144,8 659 115.4 1910 1272 842 101.0 Iota 114.7 826 89.a tate 105,8 fit? BO.0 1010 86.8 807 67.3 late 90.6 795 57.7 tate 87.8 79D 50,5 tate 817 760 � � � W
J 78m /37A 898 143.8 782 114.5 808 J12" 775 96.1 900 1107,1 Tut 85.8 908 982 749 76.3 808 88.2 736 68.7 903 82.3 729 57.3 800 74.7 710 49.4 NO 71.2 710 42.9 goo 70.8 708
7913 127.1 881 iJ2.5 754 105.9 861 7. 80.0 661 BOB 725 79.4 Bel 06.5 713 70.8 001 8{,0 703 63.0 681 75.4 084 53.0 681 68.1 881 45A 861 84.5 675 38.7 861 63.7 672
cpm 827 818 85.4 574 88.8 848 504 58.1 848 82,8 551 51.7 616 56.1 Si5 46.0 848 50.8 537 41.4 848 47.11 530 34.5 848 41S 518 28.5 646 382 511 25.9 9 a 38.5 507 m N O
96tH 882 566 70.1 508 58.8 588 58.1 498 48,7 588 51.4 491 42.8 586 45.8 483 37.9 568 SfA 478 34,1 568 38.1 478 28A 686 13,4 159 24.3 568 3015 452 21.3 586 2&7 447 � W� mC)g0
10813 47.8 440 40.0 105 39.0 M8 11.2 J99 34.2 149 35.7 393 29.0 149 31.7 387 28S 118 28,0 382 23,0 448 20.1 377 20.0 449 22.7 388 17.1 140 20.4 361 t5A 448 16.9 350 4A D-°' O
111 In 44.1 425 45.0 385 38.6 425 37.0 370 15.5 42S 32,8 373 27.6 425 28.1 387 21.5 d25 26.2 382 22.1 125 24.0 358 18.4 425 20.7 350 15.6 425 48.8 343 LY tL1 0� fn
t20m 34.8 384 35.5 331 29.1 384 28.8 320 24.9 364 25,8 321 21.8 304 228 317 19.4 364 29.5 313 17.5 384 18.7 309 U Q
tam 202 253 20.4 233 19.6 253 17.1 230 �' O O
TABLE 16B 0.2 m0,;oANCHOR CAPACITY ADJUSTMENT FORMULA: �^y ��o
Anchor Cupacltv Tablefibs) ANCHOR CAP. ti $ cR o�rc�
3ubsfmte; 2.7k Catcrete 3.5k Conn. 14oumcmu Reed CMU PTWwd Meta[ (DF,)Xt }-ANCHOR CAP.,,,
Amh.T7Da 31WEkotaoecon t/4'Eko Ultmem 55'16•Eko y18'Eko Naacan itd'EkotBuacon 114'S3 Eko W16'Eloo If4•SSEJca 81081881 01281W 812SW6 MULLION GAP.,,,,,,•,,,
Anchor Clip Patterns m aeon Aga. Ullmon Aggn Gsta sorawtGS)sa ox(G5) s4nm(O5) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edge Oistenca(m7 t• x-t/z' r 2.12• 3-116' r z Tal r 2arz• 21 3-UB' x• 0.48• 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
EmD¢dnent(Id 1-374- 1.3/4• tato' f-y4• z• 1919• t-va• Sara• f-1W 1-114• !-v4• r 1-16• tam• sane, ACTUAL PRESSURE REQUIREMENT FOR THE
2 AncMra�6'A11rt O,C.I(2)245 Ang[o CSDS/(Fia,it 390 ros 380159 450(48 000 Ib5 110010, 270145 2BO Ib5 3541Gs 740 ma 3741(1, 7211 ros 846145 34114, 442148 Seo ms OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amnm 03.5'b4tn.0,0.1(2)2t5An9re cops I ft.2): 780 m, 760 its ]gams 16701ba x5259,. 54914, 6wins WA /42014, 749 ibs 88014, 189216, 682 tba 685 ft 1120 m5 CAPACITY(FROM THE TABLE)OF THE SELECTED
B Arkhofa02.11•Mia O.C./(2)2x5 Angla C6D9 I(Fla.3): 112014, 1120ros 9561bs 2218183 22541bs NfA 84014, NIA 10591149 WA 132014, Wn ID22lbs 1327 ms 1680 lb, MULLION,IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1: ANCHOR CAPACITY TABLE. s complying with fhe Florida
Building Cods/f .,a t'1
TABLE NOTES: Awepltmc¢OTto.i. y,.,4,V
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.
Miata! ad63'+educ4Cantrd�""`
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. _ 171 i t i t t 1 i 1j
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, ``����OtaV bt/tt��i�
a e HOLES TO BE DRILLED IN THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. .125'Q
,.•'�tC6NgF
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. tt' ,• }
4V BAY
}t
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED A No.58-/05
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATEDYELLOW SOUTHERN PINE.WITH AN SG i l;
F 0.55.ALUMINUM SHALL BE 6063-TS
i a a THICK,STEEL STUDS TO BE A MINIMUMOGRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL
STEEL TO BE AT
STATE
TEHAESMATERIALLCK AND A36.ALL 1110 ANCH R INORS INTO METAL SHALLTO WOOD MAYBES EE EXTENDB 8 SS.OR AT 410 S.ST 3S CREW THREADS BEYOND
5/ NFL{c�yC?.
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. //rr t 7 its,
A.LYt�UIILLER,P.E.
FL P.E.N 58705
1.000- 1.000"
1.000. 1.000- <
.125"
125" 3.188"
2.750* 2.750' 125' 3.125,.126' F .126*
2.000* 2.000' .126"
2.11 S"
V25' .266" 03
Ll
375' 650 Sw 125" z
L U-22 a" t t 0
-T -T -T Tw[o -I rii
VX 2'X '9W01 f -1
.126*MULLION V X 2'X.375"MULLION I'X 2,75"X.375'MULLION V X 2.75'X.650'MULLION I'X 3.125'X-S"MULLION 1.25'X 3.188*X.266"MULLION 11.28"X 2.1 I'X.125'MULLION
6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. Z
X-SECTION X-SECTION XSECTION X-SECTION X-SECTION X-SECTION X-SECTION U.1
-j
TABLE A z D
STANDAROCUP 2X5 ANGLE CLIP z LU
2.000" 6063-TO ALUM, Dimension Value in For Mullion:
X-SECTION 2.125" 6063-Te ALUM. I LU
U-CLIP 2.000" X-SECTION 1.625 8
-T6 ALUM. C.
6063 <
.125" X-SECTION 125' B 2.654 Aluminum
ZEM C 0.895 Tube Mullion < z
t D 0.740
.125*F I , I -
4.740'k- A 1125 Z
--6.500" B I"X2"X.375, w 0
3�125' CUTHERETO .375' Aluminum w
RIE
.375" CREATE F-CLIP,SEE MIN. 5.0001 C Tube Mullion
625
2 64
0'395
'40
1125 F
M
Ea
2i M4O 4
,.,6
0.636
,. go
CRII .375*MIN. D 0.490
MIN. DETAIL F,SHEET 4 0
fL Z fA CA
-------- 1.3W MIN. A 1.875
1 1 . N-_--„-,-i---------------------
L T I B 3.000 1"X 2.761"X
j L A A I -T U-CLIP1w
r
6063-T6 ALUM, 2X5 ANGLE CLIP C 0.757 .375 Aluminum`71 6063-T6 ALUM, 1.118 Tube Mullion
TOPVIEW
FTE-----
D
STANDARD CLIP r TOPMEW
6063-TS ALUM.
CENTER OF AN CHOR HOLE MUST LIE WITHIN THE E .450 Min.
CENTER OFANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR DASHED BOUNDARY.SEE SHEETS&17 FOR THE A 1.312
WITHIN THE DASHED BOUNDARY.SEE I IHOLE MUST LIE ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR 11'X 2.75'X
WITHIN"
SHEETS 6-17 FOR THEANCHOR O.C. WITHINTHEVASHED HOLE DIAMETER:ANCHOR DIAMETER+11161. El 3.000 .8w,
DISTANCE.MAXIMUM ANCHOR HOLE SOUNDARY.SEE C 0.476 Aluminum
DIAMETER,ANCHOR DIAMETER.1!116". SHEETS 5-17 FOR THE
ANCHOR O.C. TABLE B D 0,836 Tube Mullion
DISTANCE.MAXIMUM POT Part# A 2.000 'RO))UCTRVVIS(iD
ANCHOR HOLE Mull Dimension(sheet#) - Hir wftb the Florida
------------ '375'
DIAMETER ANCHOR 8 2.637 uildiagoorig
5'5'0' D Mullion Std.CUP OffsetClip U-Clip Angle Clip un) wwwwo No
.375' MIN. DIAMETER+1116% C 0.803 &
MK I"XT X.1261(5) 86605 666113M 6661116M 666243M fiffifill Tube Mull ZT0
M ��Idc
D 1.1137 4
-- ------------------- I-X Z'X.3751(6) 666006 666114M 6661119M 666244M 666512M -A 2.626 IWW ado Product Control
1'X2.76'X,3761(7) 66W7 -iWI15M 6661120M 666MM 6WS13M B 3.262 .25" 3.1
�IZT'E�ANCHOR DI
r"'I Nan.
X.285'Alum
B V X2.76"X.650'(8) 66608 666116M 6661121M 666246M 666514M C 0.862 Tube Mull .001
-------- D LYNN 4�,
D
1"X3.126'X,SW-(9) 66637M W61116M 6661114M 666242M 666515M 1.762 74
1.2.5'X3.188"X.26511(12) 66841M 6661 1,261 X 2.111
-------- L ------ 11117M 6661113M 666241M 666516M
I -- A 1.613 .121"Alum
1.26"X2,11'X.12W(18) 69370 NA NIA NIA 666517M Tube Mull No.56705
C OFFSET CLIP
.125' II r I NOTES.,
'os'T(1 ALUM.6063-T6 ALUM.
101�
EW
TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, ST TE OF kj,-
2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS a ANCHOR O.C.DISTANCE, . ........
"/,'9/ONA\,e,"'
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.NNN MIJJIIE�,P.E.
Ft.P.E.*58705
1 t062*-1
.740'
.063, x
.062" i .125, I-A26' ly R
.062r, ,"d
.438' ja
al 0
4.000' 4.000' 4.000" .125*STANDARD CLIP
2.62V 2.000" 1.12 STAND -LI
ALUM.M
X. T,
.125* 60.WEIVION U-CUP 2X00' 2X5 ANGLE CLIP
I 6063-76 ALUM.
6063-T6 ALUM. X-SECTION
.125*- .125V' 126* X-SECTION 125'
,1 Im
.031' 1 1 ---, L (J) M
z
I L
125' 0
.125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
j
.375' .375" DASHED BOUNDARY.SEE Sl LEETS 5-20 FOR THE -.1
R-1 a�-, ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR :3
-T HOLE DIAMETER:ANCHOR DIAMETU?�CH co U)
.X -T 11; ix§
i 4'X.125' V X 4*X.375' 1 X 4'X.375" 0
MULLION MULLION 5.500' U.] (1)
0
z 0 F-
606346 ALUM. 606348 ALUM. 6063-76 ALUM. CUTHERETO 5.000"
X-SECTION X-SECTION .375" CREATE F�CLIP.SEE 75, .375* 0
X-SECTION MIN.. DETAIL FSHEET4 MIN. W
1.250" -7 z
.375'
r--------I ------_'-f--T CENTER OF r--------- ------- -----q3,, =2! wm
1.260' 1.260--1 ANCHOR HOLE MIN. 2 ;W
n Fn I I "
MUST LIE WITHIN i D. z
THE DASHED <
BOUNDARY,SEE
2.875- t SHEETS 5-20 FOR
---i------ :-- a z
THEANCHORO.C. I q z
&000"
1 t21w 1 t21w ---- --
go 80
3.94* DISTANCE to
3 L z
.250* 0. MAXIMUM'
3.25 ANCHOR HOLE 0
DIAMETER: �4
.100* low
.100, ANCHOR U)
DIAMETER lit L------- < 0
------------- 0
2X5 ANGLE CLIP
.100,
.624
.624' U-CLIP 6063-T6 ALUM. 2 %0
820'F- --i.82o'I- ---1 .82W 1- -.TER 0 R L T LIE Si-T:,lT,,.AL--� 606346 ALUM, T VIEW is
HOLE
-MU.
.820' WITHIN THE DASHED BOUNDARY.SEE TOMAEW L
1,25'X3.25'X.100' 1.25'X 125'X 624' 1.25'X 3.94'X.624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT.
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE
6005-TSALUM. 6005-T5ALUM. 6WS-TSALUM, DIAMETER:ANCHOR DIAMETER+1118olmenWon Value(in) For Mullion: Dimension or u on:
X-SECTION X-SECTION X-SECT(ON F- 3.6v 1"X4 F 1.938 1.25'X3.25`
0 1.000 .126" G 0.500 X.m"
2.661" -3.469'f-1 H 2.6W AlLyninum H 1.438 AlunIlnum
I-- - 1125" .375 1 3.000 Tube Mullion 1 3.260 Tuba Mullion
1.377'-.A .1 1.877' MIN 375' F 1187 I'X-41X F 2.62S -Fj.j5"X3,W
G 0.767 .375" 0 1.125 X.624* ROD CT EVISH"D
------- -T H 2430 Aluminum H L500 Aluminum colov)7198 WWI Lb.Florid
1 3.000 Tube 3.250 Tube Mullion alk =/N 0s
2 1.25'X12 �! 2�,Bl 3 ow:F�1�
.125' G 0.760 X.100, F 2.875 45'Ba Muli
,_I,l '-'*8"'�-- 12,5"
77'- "'o-'
3.2 MULLION .2Z
I I LU..
Q
ON A25'
45' 2.25w 1 Aluminum
301-t- 1 3.250 Tube Mufflon adoProduct antfol
if
3.250*45-BAY MULLION 3.260' TABLE D
30'BAY MULLION 606348 ALUM. L-L--------- I I
-- ----- Mull Dimension POT Perth
6063-T6 ALUM. I X-3EC71ON I - - \ A,( 4 ..
.-SECTION T (sheet \
I Mullion Sid.Clip jOffsetCiIP U-ClIp Angle Clip
OFFSET CLIP I-X41 X.125-(10) 6M4 666111M 6WI122M SM41M 6N518M 4.-
6063-T6ALUM. V X41 X.375-(11) 66010 6MI12M 6661123M z�
.22VJ .226*1�-.981-4 TOPVIEW 666242M 666519M No.58705
NOTES; .740- l-X4-X.375--r(ll) 6603 666il2M ON1123M 666242M 666510M
rC 1.26-X3.25-X•100`(13) 20160 W61 127M 6661124M SBU410M 6%5115M
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1,25-X 3.25-X.624-(14) 20101 6861128M 6Ml126M 6662411M 66WITO-M
S ATE-(
1. 1 X3.
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 666111Th 666t126M 666241M 666517M
I P C,>
, $.1, -.. tORIOPI.-` SF
31!jelloo,11)) 6;: WA WA WA emllom .......
5 _ --R-65il 1 M
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 45 WA NIA
A.LYROQCL�A'P.E.
FL P.CJ 56705
TABLE E "
t# ® n
Mull Dimension PGT Part# r m
(shee,0) Mullion Std.Clip U-Clip Angle Clip � �x'125" � '�f•125"
2"X4"X.25'(16) 66602 660261M 060271M 6665112M
2"X 6"X.25"(17) 66604 666282M 666272M 6665113M STANDARD CLIP I U-CLIP 2X5 ANGLE CLIP 40
6063-T6 ALUM. F6063-TB ALUM. 8063•T6 ALUM.
2.000' XSECTION 2.125' X-SECTION 2.000" X-SECTION
NOTES: N
1 .125' 1 .125' .125' E m
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING U) W
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L O
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I I--1.4 1 go---4
HOLE LOCATIONS. �1•ggp•---{
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. J W
5.500' � O 'K a
CUT RERE TO F•- 5.000' 375' W 0 o
3.500' CREATE F-CLIP. I -MIN. � Z to
2.000' .375' _SEE DETAIL F. MIN' .375' I P O tp J
MIN. SHEET4
Z
r------- ---------------I
-- -- F---------------------T O W m
a..2---
4.000'
Z
4.000' i i I I Q :
re- -I-- --- --I- 3.438' @ + 3.438' Ce i---- - -j H O Q o
.250"- 2•MULLION� i I 3.438' 1 I Q Z Z c0.0
6063-T6 ALUM. j j ¢ o CD Q•-
X-SECTION i I I I .375"MIN. to Z
L _______________J W O
�- STANDARD CLIP 2X5 ANGLE CLIP
U-CLIP,6063-T6 ALUM.
L I
CENTER OF ANCHOR HOLE MUST LIE 8083-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. Z 0 y
SED FOR 2'X4'MULLION,SHEET i6 d` m
.250' WITHIN THE DASHED BW NDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW { O�O
SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. Of
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE uS
DIAMETER:ANCHOR DIAMETER+1/16'. WITHn�THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16'.
SHEETS 5-20 FOR THE ANCHOR O.C.
5.500• DISTANCE.MAXIMUM ANCHOR HOLE
CUT HERE TO DIAMETER:ANCHOR DIAMETER+1/16'.
2.000'- -3.500 CREATE F-CLIP, I •375"
.375 SEE DETAIL F.
•MIN, III---���
MIN. r-SHEET4 MIN, re MIN.
.375'
I I I I I I
I I i I GQDV ng wh/^hl the Flodd4 e- �F
tcProdu
_I__ _L 4.688'
.250. 6.000' rC 1 .T_- - I @ r 5.438' � -------i
I I I I \t 1111!1//
I I 5.438• 5.438'
'pN� L..N,41,/i�.
2'X6'X.25' i I I I I i ��'\1��:'\,\CENSE '•.FP
MULLION I I I I
8063-T6ALUM. I I I I T�' IJo.58105
XSECTION I .375' �•
1 -
`-------- ---I--- ------ -- -- L---------------------� MIN. -.', l 3-`l ASIS
TATEOr 41
.250' STANDARD CLIP U-CLIP 2X5 ANGLE CLIP � •''F��R��P'�C�\C
6083-T6 ALUM. 6063-T6ALUM. 6083-T6 ALUM. �i S�ONA�-�
TOP VIEW USED FOR 2-X6-MULLION,SHEET 17 TOPVIEW '& I Its'`
TOPVIEW A.LYNN MILLEtR,P.E.
FL P.E.0 58705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING:
h
ixa o
PW
I PW PW Ilosag
V- �'
SSHIDH SHIDH SHIDH Z N m
PW PW
LU o� O
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / co M ~
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / /HINGED ~ J
SGD
ILOADING OF VERTICAL MULLION blit
1
1 W❑ ❑ iz
PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q a a
PWI Z Q N o
m
I PW PW � z so mo
PWI U ao o�
-- - _ PW - - � <
SH/DH SHIDH - 1 - - - — U O Q
4 SH/DH /� SHIDH 1 Q •-I Z O O
u I a� mOx0
SHIDH L
/ -3
1 �� ❑
I
1
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I /
I
PW PW HR
I
1
I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
I MULLION
I
PZ74 HINGED I
NOTES,
DOOR PW PW I RODUCTREVISED
1 DRAWINGS ARE �oaWl&NwIth Ow Florida
I ) oldln8 O6do -®/1
RERESENTATIONS OF TYPICAL mplanwIo 1
PW CONFIGURATIONS. P?N
I - CONFIGURATIONS NOT SHOWN
PW
C o i MAY BE EXTRAPOLATED FROM Od0Pf pppppt
THOSESHOWN.
2)IF THE LOADING TYPE CANNOT `�` �\.YNN z'
(�v I BE DETERMINED,USE ...........
• e
PW CNS
RECTANGULAR LOADING. .,•' \,\C
PW PW
I / rz
3)SEE PRODUCTS'APPROVAL FOR - �'c:• 1,10.58705
j ACTUALANCHOR LOCATIONS. ? 7`✓[��..:---
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION G(• �-
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i -,' •'• �`A ��-S•.''�
1 J:==SG� ;Ofi•., FTATE F•' ��~:
LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN IL1101 K.P.E.
MULLION MULLION FL P.E.S 68705