HomeMy WebLinkAboutProduct Approval Component & Cladding Wind loads
Prepared for Jensen Beach Aluminum Calculations by Seaside Engineers
Project: Alan Philips IR sese dens ce.� Certificate of Authorization No.32048
Location: t13509 5.Indian River Drive#_401 4265 60th Court
"- en B ch;FL-34957 Vero Beach,Florida 32967
Project ID: r (722)202-8008 info@seasideengineers.com
Date: 11/20/2019 www.seasideengineers.com
Design Information
Risk Category II
Windspeed 170 mph
Exposure
Int.Press.Coef.,GC„(+/-) 0.18
a 3.60 feet
Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s)or NOA used on thisjob.The
contractor is responsible to ensure the use of the proper material,reinforcement,components,etc.to meet the indicated pressure per the product approval
engineering document.The contractor is responsible to verify the component is in the appropriate zone using the"a"dimension shown above and diagrams shown
below.The building pressures are calculated using the Allowable Stress Design.Contact Seaside Engineers immediately if the substrate at the attachment locations
appears to have deterioration,abnormalities,damage,or other conditions resulting in questionable integrity.
Florida
Product
Area Approval# Building Design Product Design
tD Opening Description (sgft) Zone or NOA Manufacturer Model Pressure(PSF) Pressure(PSF)
rA�SH Window 5.8 5 18-0430.07 PGT SH-7600A 44.9 -59.8 80.0 -95.2
( B/ Mullion 0.2 5 17-0630.01 PGT Mullion 44.9 -59.8 170.0 -170.0
C,,, SH Window 9.6 5 18-0430.07 PGT SH-7600A 44.9 -59.8 61.7 j-61.J7(-D1 SHWindow 9.8 5 18-0430.07 PGT SH-7600A 44.9 -59.8 61.7(„U Mullion 0.4 5 17-0630.01 PGT Mullion 44.9 -59.8 170.0(`F�SH Window 6.0 5 18.0430.07 PGT SH-7600A 44.9 59.8 80.0
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WALL: h Edward K Roske, PE
6 November 20,2019
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Florida Building Code Online Page 1 of 2
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Product Approval��5� USER:Public User
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Product Aooroval Menu>Product or A lication Searc Application List>Applicatt D tail St. Lucie coci nenr
1
MIAXWORVACIRM
MOWN IM FL# FL261-R11
Application Type Revision
Code Version 2017
Application Status Approved
* roved by DBP R.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 3427
(941)486-0100 22318
ustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140 r
jrosowski@pgtindustries'.c m E
L, ' r
Quality Assurance Representative
" P-
Address/Phone/Email
Category
Subcategory
Compliance Method 'Don or Listing, .R
Certification Agency Miami-Dade BCCO-CER STa LUCM C
Validated By Miami-Dade BCCO-VAL B®CC
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 11/15/2017
Date Validated 12/05/2017
Date Pending FBC Approval
Date Approved 12/09/2017
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtbIFA... 11/22/2019
Florida Building Code Online Page 2 of 2
t,
Summary of Pro cts
IF
FL# Model,Number or Name escription
261.1 Mullions for All Doors and Windows uminum Mullions
Limits of Use Certification Agency Certificate
Approved for use in :Yes FL261 R11 C CAC 17063001.odf
Approved for use outside es Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/26/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL261 R11 II 17063001.odf
(NOA)for product performance information,and mullion clip Verified By: Miami-Dade BCCO-CER
anchorage details. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Back Next
Contact Us::2601 Blair Stone Road.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 hem.
Product Approval Accepts:
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtbIFA... 11/22/2019
M IAM I•DADE MIA.MI-DARE COUNTY
PRODUCT CONTROL,SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room208
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.11ov/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 sus fir-ma 1 within their jurisdiction. RER
reserves the right to e this acceptance, if it is - ermined by =Da unty Product Control
Section that thi oduct or material fails to meet the requirements of the applica buil code.
This produ is approved as described herein, and has been designed to comply with the orida Building
Code,incl ding the High Velocity Hurricane Zone.
DESCRIP ON: Series"PGT"Clipped Extruded Aluminum Tube Mullion--L.M.
APPROVAL D NT: Drawing No. 63003R, titled"Impact-Resist inum Tube Mullions",
sheets 1 through 25 of 25, prepare r, ated 08/29/11, with revision C
dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia
- NOA No.17-0630.
MfAMFDADE COUNTY Expiration Date: May 26,2021
ffiffi Approval Date: November 09,2017
Page 1
PGT Industries, Inc._
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
I. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511,
Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
I. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
f
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-511 Edition (2014) and FBC-614 Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on
04/14/16 and expiring on 05/26/21.
1
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4
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Jorge M.Plasencia,P.E.
P,p6dZuct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-2
i
s
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: „
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE �8
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE D 12
12 s
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES_......__...__......i a
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...........................I o
ELEVATIONS.................................1 1r
FIGURE 1: 2)THE TYPE AND NUMBER OFANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD....._._..._........2 c Y
MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE MULL TO IX&MASONRY...........2 U
MULLIONS / -� 1-0111BED 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 RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4°FROM THE CLIP. MULLTO MASONRY........._...........3 N
A-D,G,H; SHAPE MULLTOSTEELSTUD......_.......,...3 LL
'�' SHEETS 2-1 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL..._.............._.......3 0
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS..........
_..._4 ° W H"
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION......_......4 �" Z W
1 X 2 X.125 MULL SPECS..........._5 w _
; 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIB ILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE IX276 X.MULL L SCB_._..._..._B w J
1 X 2.T5 X.376 MULL SPECS.._...._7 IY
1 I INSTRUCTIONS. 1 X 2.76 X.68 MULL SPECS..._......8 In U)
/ 1 1 X3.125X MO MULL SPECS_..._9 2F � Z �S =
sEATHRUIa; M_ / i i Al I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLYTWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X4 X,12S MULL SPECS..__,.._10 Q W C) o F
SHEETS 2-4 I SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 x.37s TUBE ML115PEC3....tt F W
1ATHRUG; 1X4X.375TMULLSPECS..._...11 Q tO
I ONLY TWO ADJACENT UNITSATATIMEWHENUSINGTHEDESIGNPRESSUREANDANCHORAGETABLES.THELOWESTDESIGN
- - — SHEETS 2q 12SX3.188X265MULLSPECS._12
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY W Z
126 X 3.25 X.100 MULL SPECS.....13 tj Q
OPENING 1.2GX 325 X.624 MULL SPECS_..14 2 = J m
MULL HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.94 X.624 MULL SPECS.....15 „y z g pU
LENGTH HORIZONTAL 2 X 4 X.26 MULL SPECS_.__.-.._...16 w Sc Z m 0
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 0 X.25 MULL SPECS_..._.._._17 � J Q- 90
SHEDETAILE, 1.20 X 2A1 X.125 MULL SPECS._,18 H �
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 7 Q W r
SHEET 3 30•X 3.25 BAY MULL SPECS.........19 AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT ❑ F- W
45•X 925 BAY MULL SpECS....__20 z
REACTIONS. MUWON&CLIP DIMENSIONS.._..21-23 � Q 0 Z .--
EXAMPLES 7 8 2.............._...._...._.24 O F- Z
mO SO
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-8443;ELCO ULTRACON/AGGRE-GATOR NOA'S LOADING EXAMPLES._............._....25
tPRCCUrTs
MAY
BIEOFMUSTDTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTEDTO COMPLY WITH THE REQUIREMENTS OF THE FLORIDABUILDING NLU Y YMANUACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH ® Z u0 NJBYPG. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U LU
U' O Oa E Z rn cn
1 O)MULLIONS ARE 1N COMPLIANCE FOR USE IN THE HVHZ. 8 �'O s0
//SEE DFTAILS O —�`Sm d'mQ'
A-D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING e
HORIZONTAL SHEETS 2-4 WIDTHIHEIG14T OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. ~ " ����
MULL PRODUCT REVISED
LENGTH HORIZONTAL as CemPI Ing With the Florida
MULL Building NOA-N.. ode 17-0630.01
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 05/26/2021
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. fly
fj y F—OPEMNGYADTH--I I—HCRM MULL LENGTH--I Mlami- de Product Contro
'1 LaiGiH� I I '1I� REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR*Oft'TRIANGULAR((R4PEZOfDA[.'.
PENING 4) IND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT9 FROM TABLES 1A THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING
HEIGHT TH MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE
HEIGHT
MULL �' HPCRIZ, VERT. MU LION CAPACITY LBS) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/Fr)FOR THE OPENING OBTAINED IN
HEIGHT � LENGTH MULL � � � �H S7 1).
L L I 5 ROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NIXT COLUMN ANCHOR CAPACITY REQUIRED(LBSI.THIS VALUE
EPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
SINGLE MULLION SINGLE MULUON FOR VERTII CAL MULL 6)FROM THE ANCHOR CAPACTTY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �� NY LYfVIy�
~ PENINIC MU ANCHOR/SUBSTRATE!ANCHOR-CLIP PATTERN MAYAPPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
FO \``,t,�`�•�;GENS•'••%
CAPACITY IS MET.
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE 1 ABOVE 7)IF THE MULLION CAPACITY(LBS/F'TO OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE _*: No.58705
OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _
CODES/STANDARDS USED; VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE -0
•2017 FLORIDA BUILDING CODE(FBC),6TH EDITION %�`! � :•
.2014 FLORIDA BUILDING CODE(FBC),STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FTC FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION % ATE
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY(LBS/FT2)OBTAINED FOR THE MULLION SYSTEM-THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION '� `ts .FCORIDI;.• G,\�
•ALUMINUM DESIGN MANUAL,ADM-2015. PRODUCT ASSEMBLY.
•AISI SIOO-12
•AISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYI(I MIUUBR .E,
FL P.E,#58705
I
� I
DETAIL A
DETAIL B: Muw0 a
MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X aucl sr PERSU SUBSTRATE
oz PER SUBSTRATE,
OR WOOD FRAMING WOOD BUCKAND MASONRY aTfacH�MEHr SEE SEE TABLES 10138
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SEE NOTEE11. N
U
MULLION I I SHEETI. ., cl �N a
I 1 I t ..•,, v,�.•,,,• Z LL
6 1 I I SEE SHE Sb I 1 MIN 2. KSI :r, -• EDGE N
1 21.23 FOR OLE d b I I I CONC FOR CMU'�'i� I DISTANCE,
EITHER THE I I I LOCATIO S n - I I ,I F--�~SEE SEE TABLES K
STANDARD OR a I EDGE D STANCE 18-13B 10
EDGE _
OFFSET MULL e < I e FOR ONRY li W Q p C F-
CLIP BE I DISTANCE 1 ANCHO S m O•I fn
'INSTALLED BY d , I II sC.'. � i I 1 SIDE VIEW Z10
W
THIS METHOD. 260•MAX FOR a V4 da ~ Z
ALL MULLIONS a EITHERTHE Lj F- Q
. d STANDAROOR Z = U
• OFFSET MULL Z G(„)< a CLIP MAY BE W >P so
° n a INSTALLED BY J Z
A EXTERIOR TH
EDGE S MEfMOO. y ¢ Z n
< .-•
G DISTANCE 4 Z F• Z Q pt p`7
< .4 FOR a m Z O Z N •-
MASONRY e. V, f-- Fa c W 1p .
< T qi ETCUFIIS ANCHORS a JH §O'O
RECFIN ED FOR ~o
EXTERIOR '° wlNoaws,vErMAr F ?Y Y
OTHER FEU TYPES. Z Q 7
z
pYo a t O s0
TYP.ANCHOR U �A . E rc�
TYR ANCHOR PER SUBSTRATE,
TYP.ANCHOR PERSUBSTRATE, SEE TABLES 16-13B
PER SUBSTRATE, SEE TABLES IB-16B PRODUCT REVISED
SEE TABLES 10-188 EDOEIFND BUC TRIP as comp)ying with the Florida
BDISTANCE A uliding Code
SEETABLES ATTAC ME Ni N.A-No. 17-0630.01 I
-{— 7B-138 T BYO ERS,
EMBEDMENT SUCKS IP EMBEDMENT' .`•' - SEE N TE 1, E><pl—G..Dato 05/26/2021
AND
ATTACHMENT
8Y , .,_�., SHE I.
OTHERS, BY
I SEE NOTE I, •• �Pmd.-1
SHEET I, " MIN2.TKSICONCRETEORCMU
SIDE VIEW FRONT VIEW
FRONT VIEW
I
INSTALLATION NOTES: i
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. LL t I 1111 I
o........... -
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION '��•'LICENSE
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE Pa•• ';F�
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THETA13LES ON THE
FOLLOWING SHEETS.FOR DETAILS A-D,EITHERTHE STANDARD OR OFFSET CLIP MAY BE USED. NO.5870#��*
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ��Q• �� .,���
5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4°S.S.AGGREGATOR MASONRY ANCHORS. �ONAI
A.LY V,IILiI.ER,P.E. f
FL P.E.#58705 i
DETAIL E:
MULLION TO MULLION
DETAIL �-i •1zsNUN, INTERSECTION NOTES: o
MULLION DIREC A CHED TO MULLION I (U-CLIP) t)MAY BE INSTALLED IN'TEE'OR'CROSS' o
MASONRY UCTURE AEI INTERSECTIONS.
(STANDA LIPSHOWN) v IEs oz
2)MAY BE INSTALLED HORIZONTALLY dt
1 (SHOWN)OR VERTICALLY.
YP. NCHOR
HER THE I i PER SUBSTRATE, , 3)SEE U-CLIP DRAWINGS.SHEETS 21-23 o V
ANOARDOR
1 SEETABLES 10-13B FOR CORRESPONDING MULLION. to �� F-
TOP VfEW > Z LU
CUP MAY BE 1 EDGEDISTANCE FFSET MULL MUWON W Q =
INSTALLED BY II I FOR MASONRY VARIE51�----I NWQ, J
THIS METHOD I I I ANCHORS 012STEELSCREWS, N 0
SELF-DRILUNG OR PRE-DRILL f- rG IT _
MULLION AND USE EMS 217 Uy Do p F
Co
5 1n 10 W
MUWON N z CD i
do 8 5 Q Z
EXTERIOR a THE OFFSET CUP IS z Z U m =
EOGEDISTANCE ° RECOMMENDED FOR h }+ sU
FCRMASONRY ✓+ FMfMMEO LINTERSECTION Iu rL .p
ANCHORS WINDOWS,BUT MAY U-CL- ._.! I-o u ¢&Z
ALSO BE U5E0 FOR
DT.,FRAME TYPES, EXTERIOR j Q Z
Z Z
8. d 'A Q T I
TYP.ANCHOR Z
!- Q z y.
PER SUBSTRATE, d .4 U' ~ W I
/ SEETABLES IB-13B SEE SHEETS HOLE
LOCATION
n {—$ _S O D
/ PEER•3 BV SSIRATE MOLE LOCAnONs U w B S'
BUCKSTRIP SEE TABLES IB-13B # �y �
AND FRONT VIEW DIsrA�i+cE
ATTACHMEM SEETABLES
BY OTHERS, ID-13B 2 Q z Q
SEE NOTE I, Q Z�� O i
EMBEDMENT +', '� SHEET I. ;. '; d
a EDGE q
1 -•, •.',! .. •:...r ..•-, DISTANCE q mO mO
rSEETABLES SIDE VIEW u
MIN 2.7 KSI CONCRETE CR CMU MIN 2.7 KSI CONCRETE OR CMU IS-13B
FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED
MULLION ATTACHED TO as comp)ying with the Florida
STEEL STUD Building Codo
(STANDARD CLIP SHOWN) HOA-No. 17-0630.01
srRucT(S Expiration Data 05126/2021
INS TION NOTES: 8y
TYP.ANCHOR Mlaml-D a Produet Control
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. eCODS.
SEETABLES IB-13S
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATIONONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR
CORRECT QUANTITY AND LOCATION OFANCHORS MUST BE FOLLOWED,REFERTO THE TABLES ON THE HOLE
FOLLOWING SHEETS.FOR DETAILSA-D,EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. \ LOCATIONS
MULLION
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HMcHEAD OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET.
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-OADE COUNTY APPROVEDmSTANCELYNELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRYANCHORS. R STEEL STUDS THINNER THAN SEETABLES GA AND COMPLIANT WITH THE FL BUILDING - .• CEFRONTVIEWAZXWOODBACKERMUSTUSED. U SF ••��� G
ATTACHMENT BY OTHERS. '.�
EXTERIOR USEWOODANCHORSPECS SIDEVIEW. C*: N0' 705 _
NOTES:
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD - TA F
ANCHOR VALUES MAY BE USED. iN
2)SEE CORRESPONDING MULLION TABLES, � 1/
SHEETS 5-20,FOR QUANTITY OF SCREWS. A�CN�J�t�1j j/���} `IR)`P•E•
FL P.E.#58705
DETAIL F: DETAIL G: DETAIL H: a
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION o
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
aY �
SEE DETAILS AO, 30'OR 45'
SHEETS 2 AN0 3 FOR MSTALLATICN BAY MULL UD
TO SPECIFIC SUBSTRATES. N
ArtIwON f a U
o �` 0 z
`ram LU
o
0
0 w
0 0 0 0 0 0
O O TOP VIEWLLI
g K o
SIDE VIEW km Do
SHOWNWmlrx4'X.12G' TOP VIEW I z tD cD LU
0
co
I I I I �
MULLION I j I I TYP.ANCHOR :20
gz
/f I I PER SUBSTRATE.
.EXTERIOR I� I i �SEETABLES 168 OR 168 z qV i
sTArDARDMuwoNaP CHOR
i �pE�R5U SUBSTRATE, I EXTERIOR 31 Q z -pn
MODIFIED TO FIT FIELD I SEETABLE9 18-148 I '-
CONDITIONS. I I 2'X WANGLE CLIP, z Z Q 01
2 PER MULLION END,MUST BE N
1 I I INSTALLED INSIDE OF BAY MULL I<V. z H u1O
O O
MULLION
co AN&E CLIP.
L~'J Z j
ANGLE CLIP. O O
I I 2 PER MULLION END, Q B Z to MUST REINSTALLED $ y5o so
I I I INSIDE OF MULL
IDfic
i
PRODUCT REVISED
�TYP.ANCHOR ct, as complyyln99 with the Florida
PERSUBSTRATE, Building Catlo
SEE TABLES 1B•13B NOA-No. 17-0630.01
INTO W000.
STEEL,ALUM Expiration Date 05/26/2021
EXTERIOR OR MASONRY EXTERIOR ICU
INTO WOOD,STEEL, STANDARD OLP TO BE > By
ALUM,CMU OR MASONRY MODIFIED INFIELD.
m INlaml-D Product Contra i
EXTERIOR PNt1,140E
O EOO� OF'AR -lam J `_� W� II
® ® INTO WOOD,STEEL
ALUM,CMUORMASONRY EDGE OH
® ® DISTANCE c3 i
PER
ANCHOR W 1111 '
.�` p1Y LYN �'
DISTANCE E O NOTES FOR INSTALLATION OPTION G&H: w `.�
PERANCHOR
G s.
1)USE2ANGLE CLIPS PER MUWON END.CLIPS MUST BE INSERTED INSIDE OF MULLION. z 1 Q�.'• �ICEN F
NOTES FOR INSTALLATION OPTIONS P.
2)DETAIL G:SEE TABLES 19-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE a~O. - �•: No.58705 *=
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X,126'MULLION. LOCATIONS. �WATE
2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 1513 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE � '•,
® �T
LOCATIONS. � � � ...... •' �C�`�
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. O i S
a ///!0��NAL
a A.LYrvIVIPALL�A,P.E.
O FL F.E.#58705
TABLE 1A
Mullion Capacity Table befft
Opening Width(forveriically-sparvirg mtiliors)or Opening Helght(forhodzordally-sparring muDim) C d
50 In rein 70 In 80 in 901n IN in 120In 140 In ISO g
Keeton Iar T¢ITdan9. R=.,ular Trz den Rattan for Tra Tda Reetan W T da Recta O
1N P g PIT a >N pl 09. 9a r4prT ng. ngular 7raprdang. Reotan9ular 7rapn)fan9. RactanOaLv TmprtdanP. Recmngular 7raPRdeng, Rechngular TmpTdarg. ��.,m
1 X2X.125 LO-9119 Loading L.09 Loading Loading L-fln9 Loading Loading Lowing Load1:19 L-Ing Loaning Loading Lw Lng Loading Loading Loadng Laadng cY Alum Tube 2.
Mullion � � $� $ 3g�, $y �,
3 3 8 9a u 8 11a 3 3 3 3a 3�t d r�o e8 3a S 8 3 ,a 13 5^ 9e 3 0 3 LL
b a y O B N (_
431n 111.9 4Ce 129.5 332 93.2 408 115,5 326 79.9 408 107.8 321 69.9 4C8 104.4 319 621 406.104.0 319 65.9 408 104.0 319 44.8 408 104.0 319 39.9 408 104.0 JIM 35.0 408 104.0 319
48 h 74.0 312 818 258 62.4 312 73.4 252 53,5 312 57.0 248 46.8 312 87.2 246 41.6 312 61.3 244 37.6 312 61.0 244 312 312 61.0 244 28.8 312 61.0 244 23.4 312 61.0 244 ¢ -j U)
50,626 In 63.9 251 1 70.6 234 53.2 281 61.5 =8 45.6 281 55.7 224 39.9 281 52.1 222 35.5 201 60.1 220 31.9 281 49.3 219 26.4 281 49.3 219 22.8 281 49.3 Va 20.0 281 49.3 219 4 S
64 In 526 247 57.5 207 43.9 247 1 49.8 202 37.6 247 44.8 199 329 247 41.5 195 29.2 1 247 39,4 194 26.3 247 3e.4 193 214 247 38.1 123 18.8 247 38.1 193 le.4 247 38.1 193 m oo
c 6010 38.4 200 41.2 170 320 200 1 35.4 166 27A 200 31.5 163 24.0 200 28.2 160 21.3 200 Z7.1 159 19.2 200 239 157 16.0 2C0 25.0 15U F=-• co w
63 In 33.1 181 33.7 755 27.8 191 30.3 15Z 23,7 181 26.9 14B 20.7 181 24.5 148 18.4 181 22.e 144 16.6 181 21.7 143 (J ¢Z
SS in 28.8 165 30.6 142 24A 165 26A 139 20.6 tee VIA 136 18.0 165 21.0 134 22 �mr 2
72h 2
�139 23.3 120 1e.5 139 19.9 118 15.9 139 W.5 116 U
w w '0
761n 18.9 125 19.7 109 15.7 125 %8 1.7 N J ((1)CL
4a ¢ZU
Wh 17.5 Ile 18.2 104 ¢ J
Z rn
TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: N
AnehorCa eI Tabio(lbs) ANCHORCAP,,,,,,,�a 0. r~A L0 ao No
sub6r2l& 2.7X C0ncret4 3.58 Can.. H.R-CMU Flied CN1U PTW.W Metal (OP,)X( ANCHOR CAP.,,,
Y76•El.. 1!4'SS Eko Y78'Eko 1/4•ss El" 010 sleet 012 smef xtz stag MULLION
P AndtaTypn 317B'Fgeowtaacn Vd'Ereo UlBaean Y1C Eko w6acan f/4'Fto UNecan g9 g9nGator 8-(G5)Serew(GS) 8a-(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR ® x N 1
Anchor Cll Patterns wbaaon A S8151cr ugr FIc A '�" w X Y
Edw Diatar°e(ik 1' 2-1rz" t' 2-IW 3-119, 1' ZA12' I. 2-1rr• 2- 3-ItW 2- 0.48' o.R 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN F 0
Embodiment(Ink told• 1a74• taro' Iola' T 1-1/4' 1-114, 1-1/4' 1.1/4• 1.1/4' 1A14' 2' 1376• I:FI wrir_a ACTUAL PRESSURE REQUIREMENT FOR THE U X
2 Anchom 0 4.75'Mb.0.C./SWndnd ar O4se1 Gip(Ffp,1): 390 ma 390 bs 450 U ego ba 1044 bs 270 bs 280 ma 354 ba 74D ft 374 1D5 fie4lbe 946 bs 341 aaa 442 its Sao ms OPENING,WHEN IT IS LOWER THAN THE MULLION a' Z U) OC/)
4 Anchcm a 1.15'Min.D.C./SW4ard(orOffsen Clip(Fig.2): 480 lbs 700 R. NIA WA WA NIA 360 rbs WA NIA WA WA NA e82 R. W5 bs 7120 MS CAPACITY(FROM THE TABLE)OF THE SELECTED a 'O 90
4AncMM@3"Min O.C.f(2)2X5An9I9CIPsl(F1g.3X 760Ibs 780 bs 6gD10e lseoiba 1898 ma 54olta 500 rod NIA 7601bs 7aa lbs esg lwE473ft
ez lfB 662Ibs 895 ba 112o 1bs MULLION.Tf WlLL YIFIDAMINIMUM ANCHOR V ° i� .0
2 Anohom 00,4F' O.C.(U ip,(00.125'ANm.(Fi9.4k WA WA WA WA WA WA WA WA N/A WA WAWA WA NIA 7151ba CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anahorl F-Clip(Fla.57 195Ibs %Sibs 2261bs 445 Ib4 '822 ba 135 ba 1d0lbs 177 lbs 370 ft 187lbs 3321ds 170 ba 221 Ids 200IM ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED
2 AWhora07.15.1+1M.O.CJ F47ip(FID,0): 2401b6 350bs WA WA WA WA 19D lbo WA N7A NIA WAWA 341 bs 442 bs see ba ANCHOR CAPACITYTABLE as complying with the Florida
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, Building Code
• NOA-No. 17-0630.01
Expiration Date 05/26/2021
By
Mlami-0 Produet Control
--- FIGURE I: FIGURE 2: TABLE NOTES:
® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
® ® SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, f--
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
® ® ® 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000"
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I
vv /7
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125" \vv`'QPO lYN/)l4&�,
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED r ���1� L.ICENSF'•���
FIGURE4: FIGURES: FIGURER: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2'X.125'MULUON y� No.58705
fI II _ LEAST.125 ,THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �•=
THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S,S. 10,
-- O
i, ••. STATE F 7-,•��:
� �S•'•F.ORIDP.••••
�NAt sitN
A.LY/NNINIIOtE}i,P.E.
FL P.E.#58705
i
TABLE 2A A
Mullion Capacity Table sW y
Opening Width(for verticaityspanrtrg mtillorls)or Opening Height(for IWzorJaAYspanr1ng mullions) - $4
50 In 61In 70 in eo N 901n 1001n 120 N 140 In 160 N
Rxlangular T p'TAang. Rectangular Tmp7rian9. Reetangd., TmPrIleag. Reem p lY Tmp'rMnn9. Rectangular TroWdar0. Rectaguar TmWalang. Redan9Nar 7mp?dmg. Rectar0ular Tmp/Tdeng. Rectangular Tnprtrlelg. m
1 x 2x.376 Loading Lowing Loading Loading LDe]Ing Loodhg Loading Loading Loadug Lo ft Lardlrg I.aed4g UWLM L-Iln9 Load'ag Laeding L-ft Lo dn9 �Z i
Alum.Tube L r r r r �• r r S LL
Mullion tl � S f
a
a l y$q¢ 5 $ e as 5 u yl§ _a� y�•T$y{ € ya 5 §
22 ad fix' da`e 2 d �E d¢ 8 2@ z� dd 5t3 Z2 F N 1 a8 Y d 3� a � 2 �� dd8 � d > ZO W i
O W
42 in 170.0 820 170A 435 151.3 Q+2 170.0 470 129.7 662 170.0 606 113.6 662 189.6 618 1019 682 768.E 617 908 652 166.9 617 75.7 662 18&9 517 648 662 16&9 617'66.7 663 18&9 517 � J �
45In 121.E 507 136.0 419 101.4 607 119.2 410 B&9 5D7 108.7 403 76.0 507 1028 399 67.6 507 99.6 397 6a8 507 99,0 396 50.7 $07 99.0 398 4a4- 507 99.0 395 38.0 507 Sao 396 K
60.825In 103.7 455 114.6 379 86A 465 09.9 371 74.1 456 90.6 364 64.8 456 8&6 150 57.6 456 '81.3 367 618 456 8aD 356 432 456 80.0 3W 37.0 456 60.0 356 324 456 Me
S4In 85.4 400 83.3 336 71.2 400 80.8 32B 61.0 400 717 321 Sao 400 67.3 3i8 4j,5 40D 61.0 315 427 400 67.3 314 3S8 400 61.B 313 30.5 400 648 313 26T 400 B1.0 313 (9 W CD
O
K m
co w
801n 623 324 66,9 276 51.9 324 57.5 270 44.6 224 61.2 264 3&9 324 469 260 34.6 324 4a9 257 31.1 324 420 256 26.0 324 40.6 253 222 324 40.5 253 19.5 324 40.5 253 -{ (0
C 63 h 63.8 294 57.4 252 44.8 294 492 245 38.4 294 43.6 241 3a8 294 3a6 237 29.9 294 37.1 234 2&9 294 3S2 232 224 294 33.6 23D 192 294 n4l 230 16.8 294 3a4 230 a Z
661n 46.8 288 49.8 MID 39.0 268 424 =5 33.4 268 37.5 221 29.2 268 34.1 216 20.0 266 31.6 215 23.4 268 29.8 2'12 19.6 268 28.0 210 16.7 260 27.7 209 14.5 20 27.7 209 Z Z yg m 2
72h 36.0 225 37.9 196 30.0 225 322 181 2S7 225 28.4 188 226 225 25.6 105 20.0 225 23.5 192 160 225 22.1 160 15.0 225 20.3 177 129 226 19.6 176 113 225 19.6 US W U V
EL
76 In 30.0 202 3 20220 1T7 25.5 2 27.2 1 173 1 21.9 202 23.9 170 1 19.2 202 21.5 167 17.0 202 19.7 165 la3 2M 1&4 163 126 202 16.7 160 10.9 202 169 155 9.6 202 15.8 158 J Z
78 in 26.3 192 29.0 168 2a8, 192 2S1 165 20.2 162 220 162 17.7 182 1&7 159 11,7 112 18.1 111 14.2 1. 18 1. 71.6 192 162 1S2 tat 192 14.4 150 B.B 182 142 160 N ¢ J a^-•
9016 1&b 144 19.0 129 16..4 idd 16.1 1zd =r J
�
961n 1S2 127 15B 113 aZ oO ao '
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: r^, f0
An horCapacItv Table abs) ANCHOR CAP.,,,,,,,, _ LU x Y y
Substrate: 27e C=mte ask Caw. Hallow CUM Filled CMU PT Wood Mdal (DP,)X( ANCHOR CAP.,,,, ® cV
Site'Elco 1!4.65 Elaa U,6'Elso 1/4•SS Eloa 010 Steel 012 Sleet »128teel `MULLION CAP.,,,,,�,a r X
A.I-Type, 3/16•FJeo Illlr4wn 1/4'Elco U Uncon 3/16•Elco U@mean 1l4'Elw Ultraoan V Q
Anchor Clip Patterns UNaaon AaWIGetux UN m Ag=Gator Same(G5)screw IGS) smaw(ts) USE THIS FORMULA TO OBTAIN THE"ANCHOR cJ O O
Edge oistence tnk t' 2-r/Y .r 2-11Y 3-tle• 1• 2-vY 1• z-trr Y 3ve• 2• o.4e• 0.54- o.3z4- CAPACITY REQUIRED"CORRESPONDING TO AN � (L z jO rq
Ennbedtned(In tad• 1a4• 1a4• 1a4' 2- 1-Iw 1-114" 1.11P 1.114' 1-114• 1.114' Y 1ae' 1a8• terloo ACTUAL PRESSURE REQUIREMENT FORTHE m �40 '
2 Anon-9 4.75'Min.O.C./Stenddd a O@4et CUP(Fig.17 3DO The 390 fin 450 In 890 M. 16441h -270Ih 28D 1bs 354lbs 740!be 374be 6641be 90Im 341 Ibs 44xth 58070a OPENING,WHEN RIS LOWER THAN THE MULLION O S m rc
4Anchon491.15'Mi.0.0 18une4d(o700son Clip(Fla.2k 460 Ibe 7001W WA WA NIA WA 380Ibs WA NIA WA WA WA 082 lb, 8851h 1120 Me CAPACITY(FROM THE TABLE)OF THE SELECTED -'
4 Ancnore 0@T}AI&O.C.1(2)245 Angle Cape I(Fg.37 7801bs 79D In 680 Ih 15@0 red 1896 On 540 roe 5B0 roe WA Teo os 748Ihe 08ame 1892w 682)be 885Ih 112o 1bs MULLION.ITWILLYIELD AMINIMUM ANCHOR PRODUCT REVISED
2Arei0 80.m4FMItL O.0 I LLOIp,hto,125-ANm.(Fig.4k WA WA WA NIA WA WA WA WA NIA WA WA WA WA WA 7151be CAPACITY WHICH MAY BE USED TO QUALIFY a5 compiYing with the Florida
1A 17IFab(Fig,57 1951bs 195I1e 225 pe 445 ibs 822 Ne 135lbs 140 ib3 In ibs 370 On 1871h 3321h 4731m 170 Ion 221 lee 280me ADDITIONAL ANCHOR OPTIONS FROM THE Building o
2Anahan@1.15'Min.O.C./F42iD IFg.eI. 2401bs 3Wes WA WA WA NIA fro Ids WA N/A NIA WA WA 3411bs 4421bs 560 roe ANCHOR CAPACITY TABLE MCA-Mo. 17-0630.0�
NOTE:FOR THE OFFSET CLIP,USE THE SAhIE ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Explratlon Date 0 512 6/2 0 21
F3Y i
Mlaml- ad roduct Contro
FIGURE 1: FIGURE 2: TABLE NOTES:
® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
o ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. rj 1.000" �-
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE.
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE MOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1111 t I I 1 I I1!
® ® • ® 000•
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2. ♦�♦ pN,,. N ��i
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. L
_1GENgF MANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375" Q�" ��
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED •� =�.; No,58705
FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITHAM SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' _-
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE)-STRUCTURAL STEEL TO BEAT 1'X 2'X.375'MULLION
IIr�I�'I�I-- IIDII--IITII�--�0 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
0I THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. :O,t♦'•. SATE F
UU__JJLL__ UUJJLL J i���':'40RIDP;.-" 'Z5
A.L♦YONINI�LLER,P.E.
FL P.E.#58705
TABLE 3A ® n
Mullion Capacity Table(Ibse)
Opening Width(torlertically-spanning muillora)or Opening Height(lorhodmntaily-spanning mullons) g� <
50 in 801n 701n PA In 901n 100 in 1120 h 140 in 1e01n
1%275X RacWngilar TreplTlag. Rectanguar Tmp/Trlang, Rectangular Trep7Tder�g. Roctongldar T.Pmleng. Rectagular TrapRnong, Rectangular Tn" fie g. Realanguiar T.",en9• Reelanguier TrspT0en9. Rectangular 7WprtMang. �E w
Loafing Loading Loadng Loadng Leafing I0adn9 Loading Lceding Leafing Loafing Loading Loodfng Loading Loading Loadina 1-ee6nB Loafing Lmdng o=
.375 Alum ,• o
Tube Z' r r L r ;`� r p r r r r 2• r r r r r r Z• r t .�
a^. a a a a.. a a.. a.- •Fs p.. a a.. sa..
fig isE �p fi� yy$ 6yy z$µ 6� $ fig E� 6 g1s 9E 6�q $E1 .�� �g y1• Sq ,C 6¢' 9"y, 5 � g� fi _5� $ _6 a� $y� 6� yai.� o mo U
die d '9 •, Z �� W
c $rc rc a �@ rc a� dy fo ae �c c s@ dpx W
121n 170.0 fi20 770.0 435 170.0 744 170.0 478 170.0 868 1700 606 170.0 892 170.0 519 170.0 1116 170.0 621 170.0 1240 170,0 521 14a2 13D1 170.0 521 127.5 1301 17D.0 521 111.5 1301 170,0 521 IuUi
481n 170.0 706 17D.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 151.8 1139 170.0 617 116.6 1139 170.0 e00 1119 1139 170.0 680 879 1139 170.0 880 85.4 1139 17Q0 680 K 'J
rn
50.625 In 170.0 747 170.0f4C
1T0.0 89B 170.0 631 157.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 78e 83.9 1U32 170.0 756 73.4 1032 170.0 758 m S
64In 170.0 7B7 170.0 161.3 807 1T0.0 881 1382 807 184,7 730 120.9 907 1576 720 107.5 807 145.0 714 98,8 9a7 141.1 710 80,8 807 140.0 702 59.1 907 140.0 709 60.6 907 140.0 709 ~
K m DODO fn
60 in 141.1 735 151.5 117.6 735 130.3 611 100.8 735 116.0 599 e82 735 1082 503 78.4 735 99.5 683 70.5 735 95.1 578 58.8 735 91.8 574 50A 735 91.8 574 443 735 919 574 "i F (0
63In 121.9 666 130.0 101.E 663 111.5 557 87.0 666 9&9 547 762 666 Ml 538 67.1 668 13.9 531 60.9 WS 79.8. 5M 50.8 663 75.8 621 43.5 W6 78.6 521 30.1 666 75.8 521 a j (� m Q
C V d
a 651n 106.0 6D7 112.4 88.3 BQT 96.1 511 75.7 607 85.0 Sol U82 601 77.1 493 53.9 607 71.5 486 53.0 6D7 67.8 481 442 607 63.4 470 37.9 607 62.7 474 33.1 607 82.7 474 z Z LLJ
D.Z EU
n
J 72 in 91.8 510 85.8 68.0 516 Till 43/ 58.3 10 64,3 42B 51.0 510 57.B 419 15.4 510 57.3 413 40.8 510 50.D 408 34,a 51D 45.9 402 29.2 510 44.4 399 25.5 61D 44.7 399 W W Q
5 761n 69.4 458 725 57.8 458 81.7 392 49.6 450 54.1 385 43.4 458 48.6 378 38.6 45a 44.6 373 34.7 456 41.6 368 289 456 37.7 362 24A 456 36.0 359 21.7 458 35.7 358a 78h 64.2 435 67.0 57.5 435 5fle 377 45.6 475 49.8 386 w.1 435 44.7 3W 3fl7 435 40,9 355 32,1 435 3fl1 J51 26.8 435 31.4 344 22,6 435 326 J41 20.1 435 322 340961n 41.6 327 43.1 34.8 3V 36.4 285 29.9 327 31.8 2L0 261 f 28.3 275 23.2 321 25.7 271 25.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 268 ? ¢ n Z N
90 in 34.4 287 35.4 257 25.7 297 29.9 252 24.8 287 20.0 .1 21.5 287 23.1 244 19.1 287 20.9 240 17.2 2B7 79.3 237 14.4 287 18.9 232 a m 0 fill
1081n 242 2V 24.7 205 202 227 2Q8 201 17.3 227 18.0 19B 15.1 277 16.0 195 X� 0
r U)
Z2-111 In3 215 22.7 194 18.6 215 78.1 1B1 15.9 211 16,6 166 N f•
1
120 in 17.8 184 17.9 167 Y
~x U X G � �
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: 1 d s r- z O �
Anchor Ca aei Table Ibs ANCHOR CAP.,,,s,.....` d 2 m0 ,Q
substrata 2Tk Cecrete 3.5t cane, ii -cmu Filled MU PTWeod Metal (DP a)X( J=ANCHORCAP_ 0 -'S ��
MULLION CAP.,=,,,,,,, (3 o L,
Mena rdie,Eta. 11"Se Elco SIt6•Elco 1/4•SS Elce #n0 Steel #12 Steel #12Steel m a
Anchor ClipPatterns Type[ 3/14'Ekot86annn 1/4•El.tntracan Uluacen 3/16•El..Ullman 1/4-Emo Uibaton AggwGator 111-on ABD.Wnr S-(G5)Serew(G5) S-tG5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dlafmce(W} 1• atrr v 2-trr 3-Ve• 1• 2.7R• 1• 2-U2• 2• 3118' r o.4e• Q.x• oa24• CAPACITY REQUIRED'CORRESPONDING TO AN PRODUCT REVISED
Embedment(In 1-3/4• 1.314' t314- 1374' 2• 1-1/4• 1-114• 1-114" 1-Ile 1.1/4' 1.114• 2' 13/8• lam" wf t ACTUAL PRESSURE REQUIREMENT FOR THE as complying with the Florida
Building Code
2Mchorl@4.75^Mtrt O.C./6WnaaN or 00set GID(FlO tk 3901b9 390 be 450ms B90 ma 1844 m1 270lbs 280lbe 354 lbs 740lbs 374 lbs 664lba 94BIbs 3411he 44211n 580 me OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. �7'0630.D1
4 Mchan @ 1.15'Mim O.C.l SiBndard(or=c0 Clip(Fig.2): 4"Ibs 700 0n WA WA WA WA 380 ms WA WA WA WA WA 682 lbe 885lbs 1120Itrs CAPACITY(FROM THE TABLE)OF THE SELECTED
4Aoctcra@3"Wa O.C.r(2)$5A IeCipsl(Fp.3k 7M_ 7800s woim 1560 Ibs 1896ms 5401bs 560Ib3 WA T60 lb, 74816s Boo m1 1802lbs 682 me U51M 1120lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR Expiration Data 13 5/2 612 0 21
2 Arch-@ 0.45•kiln.O.C.I U[2ip,intD.175'Altan.(Fig.41 WA WA NIA WA WA WA WA NIA WA WA NIA WA WA WA 715 be CAPACITY WHICH MAYBE USED TO QUALIFY 8y
1 Armhor/F-Cilp(Fi9.s)1 1B5 ms 1951be 225lbs 4451bs 822 lbs 135 ibs 140lba 177 lbs 370.Ibs t871bs 332Ibs 4t3 ma t70 ms 221 Ibs 280 us ADDITIONAL ANCHOR OPTIONS FROM THE Miami- art Product control
2Ancha @ i.15"MIM1 D.CJ F431p(Flo,e): 240 ms 350)bs WA WA WA WA 1BO ISa NlA WA WA WA WA 341 Ib9 4421bs 580 W ANCHOR CAPACITY TABLE. J
NOTE:FORTHE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS.THE STANDARD CLIP. (".,::)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE ' TABLE NOTES:
® ® ® ® -1f-
® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
ltl ll ll//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE \,.�a�NY LYNN�
FIGURE3: 2.750" "''•t-10ENS�'•�(���/
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
® ® ® is HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \ NG.58705
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED W PAIRS. -
4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �+
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 3, r
.` t7 'FIGURE 4: FIGURE 5: FIGURE6. YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6o63-T5 AND BE A MINIMUM OF.125^ SATE F ;'-THICK.STEEL STUDS TO BEA MINIMUM GRADE33AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT l"X2.75"X.375^MULLION �S FS ORIDP,. G\���
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
�i Sip'""'
p ® THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18A S.S.OR 410 S.S. / NAL Etk1�
A.L�MN fv)II, R,P.E.
FL P.E.#58705
TABLE 4A
Mullion Capacity Table bsfle)
Oponing width(fa rtl par"rg mullcm)orOponing Holgbt(forhodz0r&iVspar9ling mu9i0re)
SO in 60 in 70 in Join 90in 100 in 1201n 1401n 160 in m O
Rectangular TrapRdsg. Recien0alar TraplTdalg• RoclangWar 7ra1Y7Man9• Ro pRdenB RCelangulet Tap/Tdorig. RacinngWar TraiJTriarg. RaclanBolar 'RepRdmlO. FiectmlBWer TrzpRdarg, ReclmgWar Trap/Tdang. a:
1 X 276 X Loading Laadng Loafing Loafing L.T.0 Loafing Loedn Loading Loedne Loafing Lwdng Lwdn9 Loading Loaning Loafing Loading Laedirq Loading oZ
.660 Alum. -
Tube r x r [170.0
r a r r g ,0• r r r r p a r r_ r x r � S & r* g _r a LL
m n 'b u 3.- �i u q .Z 3 p � 'a.. u u u 'B.- � '8 '3
Mullloa a B b, E �� S B 8� g 8 C4
6 0 a a 1 e.� s �� � �- a �1 � �� � lao t aA- I Fa � eI g ;f8 (� U Uv V U U U V V U U U U U U V Uv u u 0 0 o c 0 0 0 a a U e � @co170.0 SM 170.0 435 7" 170.0 478 170.0 8611 170.0 17MO 170.0 619 170.0 1116 17QO 521 170.0 1240 170.0 521 170.0 1488 170.0 521 16&7 1020 1TO.0 521 13&8 1820 170.0 521 `� WJ 1n45 in 170.0 708 170.0 524 850 170.0 584 170,D 882 170.0 p .0 1133 170.0 681 170.0 7275 1T0.0 877 170.0 141T 170.0 880 141.7 1417 170M fi80[4712
7417 170.0 680 10&3 1417 1TO.D 000 y 50M 1. 170.0 747 170,0 563 . 898 170.0 631 770.0 1046 170.0 884 170.0 1 70.0 723 1828 1256 170.0 747 146.3 1288 170.0 T58 f21.8 f286 170.0 758 1288 170.0 TSB BiA 1288 17&0 750 W O f'-
170.0 797 170,0 612 170.0 SW 170.0 MI 170.0 1110 170.0 754 1 17 D 803 133.9 1130 170.0 837 120.8 1130 170.0 858 100.5 1130 170.0 661 1130 170.0 Eel 75.3 7130 170.0 801 ))) L ? m W
coin 0.0 855 170.0 T01 1465 915 102.3 701 125.5 915 144.5 74 108,8 915 1 3 735 87;8 915 123.0 728 87.9 015 118.5 T20 732 875 114.4 715 B75 114.4 715 549 B18 114.4 T15 .////�/G� Q co Z
Jin 161.8 B30 101.0 710 126.5 830 138.9 694 105.5 $30 1232 681 11Z2 670 84.4 830 104.E 662 75.9 830 89A 0% 63.3 830 94.5 049 830 941 649 47.4 820 94.1 649
86b 132.1 767 140.0 650 110.0 757 119.8 6W' 64.3 757 105.9 624 025 757 96.1 614 73A 757 1111 506 e5,0 757 842 000 55.0 757 70.0 503 757 78.2 Sol 41.3 757 782 591 ELT2 in 101.7 638 108,8 552 84.8 B30 91.0 540 72.7 638 80.1 530 63.8 638 T2.2 521 6&5 636 86.5 514 $D.B 630 023 508 42/ 636 572 SA0 678. 55.7 497 21.8 838 .2 497 J 0
J J O Z
5 70In 86.5 571 ODA 498 72.1 571 78.8 488 8. 571 07.4 478 54.1 571 80.6 471 /&0 571 55.5 484 43.2 571 51.8 459 38.0 571 47.0 451 30,8 671 44.8 447 27.0 571 44.5 446 ?
701n 60.0 542 83.4 474 66.7 542 70.8 465 57.1 642 62,1 45e 60.0 512 55.7 449 444 S42 51.0 442 40.0 542 47.5 437 33.3 542 42.8 428 28.6 542 40.6 425 25.0 612 40.1 423 Z Z Q
((
001n 6Z1 407 53.7 361 43.4 407 45.4 355 372 407 39.6 349 3Z5 407 35.3 3Q 28.9 407 32.1 338 25.0 401 20.6 334 21.7 407 26.1 377 18.8 07 24.1 322 16.3 407 23.0 310 H Q u7 Z
98 In as 3M 44.1 32D 35.8 358 37.2C3147 358 32.4 309 2&0 358 28.8 304 23.5 350 25.1 300 21.5 356 24.0 29e 179 358 21.0 280 15.3 358 182 284 � X x108 e130.1 283 30.8 254 25.1 283 25.9 263 22.6 247 18.8 283 19.9 244 16.7 283 18,0 240 76,1 203 18,5 2J7 ( HUl LO7111n 27.11 267 28.3 242 23.1 267 218 26l 20.6 235 17.3 287 103 231 15A 267 165 228 @D NV) O12Dn 22A 229 223 208 10.7 229 1&e 229 1fi2 202 // X _Q 0 0
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: > m0.0
a .a
Anchor Ca acI Table bs 2
ANCHOR CAP.,m,,,", a
3u6atrale: 27k Coxrate 35k Cam. Hallow cmu F6teq a4u - PT wood t4efal (DP,,,)X( ANCHOR CAP.-
5118'Eko 1/4'SS Eko Y1V Eloo 1/4-SS Elca 810 Steel 012 Steel 012 Steel MULLION CAP.,e..,...
AncharType 3/16'Elca UlOacan 1/4'Eko Umer� 3rt6'FJao Ulbacon 7/4•Eto Nlracrn PRODUCT REVISED
Anchor COP Patteme umacon AggmGaly unracon AggaGetar scour(OS)eenw(05) ficmr LG5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge gstanca(InY T &7rz• 1• -112' - 1• 2-v2• t• 2-tin 2' 3-71e• T 0.48• 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN as Bui"mplying with the Florida
EMxament 0n 1,/4" 1.314' 1.314' 1.310 21 1-1/4' 1-114• 1.1/4' t-Ile 1-1/4• 2" 1.3/8• t316' re,. ACTUAL PRESSURE REQUIREMENT FOR THE NOA-Ng Cadc
2 Anchom®4.75'MIn O.C./Standafd ar Ogaet p,p(FIn.17. 3BOIbs 3.M ins 4501 890Iba 16 ma 2TO 1ba z90lba 354IDs 7401ba 374 lba 684lba -- 9401ba 341 Ib 4421ba 5601ba OPENING,WHEN IT IS LOWER THAN THE MULLION
Noa-Ng. 17-0630.01
4Anchon@1.15•Mm O.C.I St-nl(orM0 Clip(Flg.2T 48U to 100 ma NIA wA WA WA JBO Iba WA WA WA NIA WA 682Iba 885 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Datc 05/26/2021
4 Anch-@3'Win.O.O/R)2%5 An91a Cops/(FIB.3k 780 ins Tan ne 68D 1ba 15601ta 1896U 510 lb- 68D lba WA 7600s 7481os e801. 18921ba 682 ft 885 bs 11201ba MULLION.IT WILL YIELD A MWIMUM ANCHOR
2 Amnem@ 0.4V Min.O.C.I U-GI inloJ25'Alum,(Fig.L WA WA NIA NIA WA NIA NIA WA tllA N/A WA NIA WA 7151ba CAPACITY WHICH MAY BE USED TO QUALIFY ey
1 Amth F (PIg.5): 195lbs te516s 225 @a 445 ma 8V b9 135 M 140 lba 177 I6a 3700s 1871m 3321ba 4731bs 170 Iba 221 Uxi 28DM ADDITIONAL ANCHOR OPTIONS FROM THE Miaml-Da roduc Contro
2 Anchaa Q 1.75'Wn.O.C7 F421p Bh 2401ba 3501bs WA WA WA WA 1901Ds WA NIA WA WA WA 5/71ba 4421be 5601ba ANCHOR CAP
E:FOR THE OFFSEfiCL7P;tlS2- ME NCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FI URE2: TABLE NOTES: �[ O e6RS!�
���� -�1)SEE SHEET 1 FOR INSTRUCTIONS ON USINGS ANDS ET 5 O IN OF R T NON OADING.® SEE SHEETS 2-4 FOR GENERAL INSTALLATION
111111Ir7//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE. N /
��`aON......•.. '�•�
FIG �. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SH S 21-23. 7-750" ' L10ENSF
Ee
® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHE S 21-23. �J
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- D 650"
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREAT 1 p MEFIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.1 O ' �'.(V1
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO AT
® ® LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS EI 0 1'X 2.75'X.660•MULLION %C�`s•'AORIDP• 'G���
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. //S��NAL
A.LYf�tS�JIILLER,P.E.
FL P.E.#58705
TABLE 5A it
P
Mullion Capacity Table bate) "$ xF
Opening Width(forleNcaBy-sparvdsg mtlliorls)or Opening Height(Tor hcrt nts9y6parvling mullions)
501n 80 in 70 in 801n GO In 190 in 120 in 140 in 160In 0
Rectenouler Tap/Tdag. Reotangclar TapfI
RaclantMlar TraWTdarg. Rectonoor Trep'Trieng. Rectangular. TraplTdeng. Reetxrgular Tap/Tdang. Rectangular TraVTdang, Rectangular TrapTlen9- Reolangular Trap/lriong.
1"x 3.125" Loadng Loadng Loadng LoaLoading Loadng Loafing Landing Loading Loading Loadng Lading foadirg Loading Loading Loadng Loadng Loading a
LU
.600"AIUm r Z• x D r rr g r D r r Z• r x 2` ,• 2• 2 A r r ,�+ �• r r r 2• r L r r - u
Tub o Mull z.. a❑ 0v ufs
e$ < �' `� b� �� ' � �� b §� 7sS 5� c F� d42 in 170.0 620 170,0 435 170.0 744 170.070.0 US 170.0 506 1i0.0 982 170.0 519 17110 1116 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 521 1740 1735 170.0 521 1S4.4 1302 170.0 521481n 170.0 708 170.0 524 170A 850 170.070,0 BU2 170.0 670 170.0 7137 170.0 664 170.0 1275 170,0 677 170.0 1-017 170.0 680 157.7 15R 170.0 6B0 135.1 7577 170.0 880 118.2 1577 170.0 6B0 y � y2E Lr s 250.625In 170.0 747 170.0 583 170.0 896 170.070,0 1048 170.0 684 110.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170A 756 [45.5
1495 170.0 736 121.5 1495 170.0 750 108.3 Ug5 17a,0 756 W 2O$ I-
641n 170.0 797 170D 612 170A 856 170.0T40 1116 110.0 764 170.0 1275 170.13 903 IRA 14D1 170.0 a37 149.5 14m 170.0 856 1401 17aO 861 106.0 1401 170.0 861 91.4 1401 170.0 8M K ca M W00
80In 170.0 685 17D.0 701 170.0 1D63 170.058.5 1158 170.0 875 136.7 1156 187.0 928 123.3 1156 150.5 917 111.0 1156 140.7 GO 1158 144.E 903 79.3 '1156 144.5 603 69.4 t158 144.E 903 1- (D
Z
G3 In 170.0 930 17D.0 745 159.8 1049 170.037.0 1049 155.5 B80 119.8 1049 141.7 845 108.E 1D49 132.0 IIN 95.9 1049 125.5 828 1049 119.3 820 65.5 1049 118,9 019 59.9 1049 118.9 819 4j � C)C 661n 166.8 955 170.07H9 I39.0 -855 161.3119,1 BSS 1]37 788 tOd2 955 121.4 775 82.8 955 1125 TBS 81.4 955 100.4 757 955 BB,B 749 68.8 B45 08.7 748 521 BSS 88.7 7/8 ZW
72in 128.6 0a3 134.9 fi97 107.0 1f03 114.981.8 503 f01.1 070 80.3 BW 912 859 71.4 B03 83.g 6d9 642 803 78.8 642 803 722 632 439 801 69.8 '6ZB 40.1 663 69.7 627 J -�"�O
S 76 in 109.2 721 114.1 fi29 91.0 721 97.0 616 7A0 721 $5.1 605 68.3 721 7e.5 505 60.7 721 70.1 686 64.6 721 65,4 579 721 69.4 589 39.0 721 58S Se4 34.1 721 68.1 503 ¢Z
791n 101.0 BPA 105,4 S98 84.2 604 08.4 587 722 084 70,6 378 63.1 684 70.4 367 58.1 684 84.4 558 50,5 684 38.9 551 421 884. SS.1 541 38,1 684 51.3 538 31.6 684 50.8 934
90In 65.8 514 67.3 458 54.8 614 57.3 448 47.0 514 60.0 440 41.1 514 44.0 433 36.5 514 40.5 427 32.8 SU 37.3 421 27A 614 33.0 412 23.5 514 30,4 418 20,8 SU 29.0 403 F ¢ t[) Z . �
U 24 f0
061n 542 452 95.7 404 452 452 17.0 396 39J 452 40.9 390 33.0 452 38A 384 30.1 452 32.9 379 27,1 452 30.3 373 22.8 �4$2 26.8 365 10A 452 24.2 359 lag 4S2 22.6 355 a � X�
108 In �38.1 357 38.9 322 31.7 39 32.7 317 21.2 357 28A 312 23.0 357 252 308 21.1 357 22.7 303 10.0 357 20.8 299 15,9 357 18,0 293 13,8 357 18,2 287 11.9 357 15.0 20111 N 13H M. 308 29.2 338 30.1 301 25.0 338 28.1 296 21.9 338 Z3.1 292 195 338 20.8 2B8 17.5 338 18.0 284 44.6 338 18.5 T78 125 338 14.8 273 11,0 378 13.8 2681201n 299 282 263 23.1 289 Z37 259 19.8 289 20S 2S8 1T.3 289 18.1 252 15.4 389 16.3 2d9 13.8 285 14.9 246 11.6 2B9 128 2f0 B.9 2B9 11.4 23A 9.7 209 10A 232 Q O O
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: a a- Z ,
AnchorCa act Table(Ibs m0 s0
ANCHOR CAP.,,",,,,,, o =t- ffi Im m0=
subsr.>,•. 274 Comide 35e cone. "010.O4U Feted CMU PT Wood Metal (DP)X( >=ANCHOR CAP.,,,
5N6'E1co 1/4•Ss FYo Sr1T Eko 114'SS Eho A',D Steel 012 Stay #126tee1 MULLION CAP.,,",,,,,r
An he type 376•Elco unarm t/4'EYo U7mcon 3'76•Bco unram vs Elcouna<bn (� t0 (067 USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED
Anehor Cllp Patterns Unacon AgpeGacr Ulvacm A 1eC;Gar screw Sttew 5) scrov
Etlge Ostarce OnY 1^ 2-1/2 t• 2-v2 41/B' 1• 2•v2 1• 2-vY 7 stra 7 D.aB• o.[w• o,32C CAPACITY REQUIRED'CORRESPONDING TO AN as:eomp' l.1 with the Florida
Emtsednern n 1a/4• tare' talb• tal4• Y t-v4' 1-vd• 1-v4' t•ud' t-t/a• 1-i/4• Y late• tare'_ varies ACTUAL PRESSURE REQUIREMENT FOR THE building odde
2Anct-94.75•Mlno.C.I Sta117aNv016et C1009 U 3 [te; 300 as 450 be 691 tM 164401s 270 be 20D ba 3541as 740 Me 374 ro5 6641os 9e6lta 361:bs 4421b1 16o lrs OPENING,WHEN IT LOWER THAN THE MULLION NOA-No. 17-0630.01
4 Archers @ 1.15'Min.0.111 stendenl(or agal)UP 1F14 2y 400 bs 7002. NIA WA NIA NIA 3C IM WA ILA NIA WA WA 682 bs 085 too 11201ba CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021
4ZI'r LQ 3'ldln.O.C./(2)215 Angle Clip I09g, ' 780 aw 78D Ss 60015s 15600a 1896bs swlID EMU NIA 760Its 748 in worn 16921b 682 bs 68S bs 11217 Mtn MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Archors(90.IS MIn.O,C./U478p,m-.125•A61nL Irs d$ NIA WA NIA WA NIA NIA WA NIA WA N/A WA WA WA WA 1073IM CAPACITY WHICH MAY BE USED TO QUALIFY By '
1 Arcrer/F4Ilp(Fig.S): 195 Ibs 105Ibs 24 bs 4451ts 8221bs 1351bs 7401ba 1771bs 370108 187ros 3121¢ 679 ib 1702n 2211ba 2B01t- ADDITIONAL ANCHOR OPTIONS FROM THE Mlnml-Da eProduct Control-
.1-
2 Ancron®16.40n,O.CJ FCO (Ag 4 2401be 3501bs WA WA ILA WA 1001ts tLA WA NIA WA WA 3411be 442Ito WO lba AND
CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
- F•1.000"-4
FIGURE 1: FIGURE 2: TABLE NOTES:
® ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATK)N METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE 3.125" t
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `���a�NY L....
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. PC1.• •t,1-EN& ••.�(�
® ® ® ® FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ••,�
�.: N❑.58705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500"
CONCRETE BLOCK UNIT(GNU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -T
FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.1251 1 •' ��' ��
.125X.S. ULUON THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND A45'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT 1•X 3 •X- .(s'•,
� ® LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (t"VF MULLION) � %(CS'•.�(OR[D?.••'•`C,�
® ® ® THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
A.LYN<>IIMIRA ,P.E.
FL P.E.#58705
TABLE 6A
e
Munson Capacity Table pbslR2 Ib
Opening Width(for ver6mVy-sparring mlllow)or Opening Height(far hadwrlelly-spennirg mullions)
W in 601n 701n 801n 901. 100 in 120 DI 1401. 160 In h z- o
Rectangular Trep/Tflang. Rectangdar 7nprrdan9• Rea Oder Trep/7aeng. Rectangular TrapRdane Rectan9dnr T2pRdarg. Reetangdar lleplRlang. Rectangular TrepRmn9• Rectangular Trap/7r1en9• Reclan04ar 7rep/7nar19. 17
1X4X.125 (aadin0 Londne Loadng Loafing Loading Lesdrq Leading Lmdng L..dleg Loading Loading Loadln9 Loadng Laadrg Lmd119 Lcedn9 Londng I.-Il 0= O
Alum.robe a z z m Mullion .. _ _ LL
s �� U as 3 �. � a s 1a
5� eZ _§$sI as¢ e ? s� a, g� a of aL�a _� a$ �a ep€ g�• s� ag3 € o� z�yx a e@ �yb� €� b $�$ ��a S o� 5:$ oCl) "osV F
�c �S d tcay �cK �c `d K� SC d i2, d 5� a4 K 3C doso Q6� � eG �2. 3� C Z ��� W
s ¢ se a f c ¢ a ¢ O W
421. 1 170.0 620 170,0 435 170.0 744 170.0 478 170.0 868 170,0 606 170.0 992 170,0 519 170.0 1178 170.0 621 17D.0 1240 17D.0 621 [23.9
.0 1488 170.0 521 145.8 1489 170.0 521 1Z7.9 14FA 170,U 521 w J
481n 170.D 700 170.0 524 170.D 6W 110.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 17D.0 617 156.3 I= 170.0 680 .3 1303 170.0 680 111.7 1303 170.0 080 9-1.7 1303 170.0 680 [n
50.625 In 170.0 747 170.0 6W 170.0 696 170.D 631 170.0 1046 170.0 684 170.0 1195 170.0 T23[W-2
1235 170.0 747 140.5 1235 170.0 756 ,1 1235 170.0 756 100A 1235 170.0 756 87.8 1235 170.0 766
I-•
64n 170.0 797 170.0 612 170.0 SW 170.0 Wi 170.0 1116 170.0 754 154.4 1158 170.0 803 1160 170.0 837 123.5 1151 170.0 3569 1158 170.0 WI 68.2 1158 170,0 861 77.2 1108 170.0 561 � CO 0 o U)
co LU
W ro 710.0 OBS 170.0 T01 1W,7 1042 170.0 797 1429 1042 161.1 &12 125.1 1042 14&7 fits 1042 13&8 801 100.0 1042 170.2 7914 1042 125.1 702 71.5 1042 126.1 782 623 1041 125.1 782 H-• (�
83n 170.0 930 170.0 745 151.2 992 163.6 SIB 12" 992 144.4 799 113.4 D92 131.0 782 992 121.4 765 90.7 992 114.8 756 992 108.4 745 84.8 992 108.0 744 56.7 991 108.0 744 _ U
fn i 2
BB In 165.4 947 170.0 759 137.0 947 146.E 786 110.1 947 130.3 768 103.4 947 117.7 752 947 108.7 738 977 947 1022 727 D47 05.1 713 59.1 947 94.0 711 51.7 947 94.0 711 Z U d YU
C 72In 135.9 049 142.1 737 1132 849 W.6 722 97.0 849 10&9 708 04.9 849 96.4 693 849 88.7 686 67.9 849. 02.7 676 849' 76.3 E59 48.5 B49 72.6 652 42.6 049 724 fist W 2 LU;, '� �0
761n 115.5 762 120.7 665 96.3 762 1026 652 825 762 90.0 640 722 762 80.9 629 762 742 6ZO 57.8 762 692 613 762 62.8 E02 41.3 782 59.9 597 3W 762 W.4 595 va~i ¢ (n �!��
9 78n 106.9 724 INN 634 89.0 724 94.6 621 76.3 724 02.9 W9 66.8 724 74.4 599 724 68.1 591 53A 724 63.4 583 724 67.3 571 382 724 54.3 567 33.4 724 W,5 565 = FJ � �9JM 65.8 643 71.0 413 58.0 643 60.7 47{ 49.T 543 62.9 466 43.5 54] 47.1 458 643 42.8 452 34.8 643 39.5 446 843 34.9 4M 24.8 U3 321 430 21.7 643 30.7 429 F Q Z ZZ
981n 57.3 478 58.9 42T 47.0 178 49.7 419 40.9 478 432 412 35.8 478 38.5 408 478 349 400 28.7 478 320 SBS a78 28.1 386 20.5 47g 25.8 380 17.9 {78 24.2 7T6 a N _O OfOBIn 40.3 377 41.1 341 33.5 377 34.8 335 28.8 377 30.0 330 252 377 26.6 325 7L4 377 24.0 J21 2D.1 377 22.0 W7 377 19.0 310 14.4 377 17.1 304111n 37.1 357 J7.8 3y 30.9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 20.6 357 ZtA 3DS 1&5 357 ZO.1 301 357 17.4 294 K X m o Y Y
120 in 292 306 29.8 279 24.5 306 28,1 274 21.0 308 21.7 270 18.3 306 192 297 18.3 306 17.3 2M = �U X � ?>
1441n 17.0 212 11.2 196 v_ 4 O O
TABLE68 ANCHOR CAPACITY ADJUSTMENT FORMULA: 4 �� Z10 yQ
Anchor Ca aci Table bs ANCHOR CAP.,,o,.... L)=�
substrate: 27k Canorctc 3,6k Ccnc. Nnnaw CMU FIOed CMU PTwaod Mewl (OP-)X( )=ANCHORCAP.-
3I1e•eco ss Ebo s71e•Emo va•es Ewe 410 Stnd x12 Sma1 1112 stem MULLION ,a„ PRODUCT REVISED
pr4dpr type L1C Elao latrdean 114'Ewo Uamem NUaeon 3110•Elco llhracbn 1A'Elm 111Daean 'AlA star UBmoon Aac,.G.I., Screw GS)screw screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR as tom 1 rn with the Florlda
Anchor CUP Patterns glneG ( (aq p y g
Edge Distance fmr. I• F7001b.
1• 2-trr 3.1/S" 1• 2-10 1' 2-10 r 3-1/8• 2' 0.49• 0.54• 0,324• CAPACITY REQUIRED*CORRESPONDING TO AN Building Code
EmOeft Onk I-314• 1.3/4' 1-3f4' 2' 1-1/4" 1-114' 1.1/4' 1-1/4• 1-1/4• 1-110 r 1J/0• l-w .0. ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2 AnchorsQ4.7SMh O.C.I Standard or Oft4et Up f�0.1&27 390 be 4W Iba 8901be 1144lbe 27D ros 2801W 3541W 7401be 3741ts 6641be 946 roe 341 Ibe 4421W fiW im OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021
4 Arch-@22Sbin.O.C.I Standanl(cr Onset)Olp ft.3C 700 ros 5801ts 14101W 952 roe NIA- 5W we WA 630I WA BUN. WA 682 roe W51W 112o ms CAPACITY(FROM THE TABLE)OF THE SELECTED
e Amhwe a 1.15'M5L O.C./Standard(W OBset)Cup(Fa 47 9W 9u WA WA NIA WA 7W Ibs WA WA WA WA WA 13631bs 17701W 2240 roe MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4Awhers 0 3"Min O,Q/(2)WAn610 Up.I(Flp.57 780 belb. 680lbs 1500 On 1W61W 64016s 6W Ioa NIA 760IDs 740 IDs 8801be 1892 lb, 6621be 085 lbs 1120 ros CAPACITY WHICH MAY BE USED TO QUALIFY Miamr-D o Product Control
-- 6Anchors&3•Min.O.C. R)2s5 Angle Clips I(Fg.n): 11701W 102D roe 23401Ds 2844 me 810 ibs 840lh NIA 1140 Res 1122 ga 1320 ros 28381b4 IOUlh 73Z/IW 1680 ros ADDITIONAL ANCHOR OPTIONS FROM THE
4AI•Dors®0.4S MIn.O.C./lYOlp,IntD.12i•Alum.(F19.7): WA WA WA WA WA WA WA N1A WA WA Wq WA WA 14J0 ms ANCHOR CAPACITY TABLE
2 AnMors®2.29•Min.O.C,I F-Ob f-10.87: 3W IDs 290lba 705 rbe 470 IW WA 2801be WA 315 wa NIA 440 lb, WA 347 ros 442 ros 5W IDs
4 Anchors®1.15'Mfn.O.C./F4;IIp f70.91: 'Me
ros WA N/A NIA WA 3801be WA WA NIA WA WA M21bs 8B51W 1120 roe
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -"•� 1.000' �-
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE
• SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11 y LYNg7
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `� '�`•••I.10ENyF'���
• • • • • • • 4.000' •:�P
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES No.58705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW
FIGURES: FIGURE6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �7:�33••• D /?•: L(7
e • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125• �0, SATE
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"THICK STEEL (� ••.;c<O_RLOP•••' \?
• • STUDS TO BEA MINIMUM GRADE 33 AND.047 THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK /S/ ••ONAL N ��
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910& 1•X 4• ✓,X.72S A.7' NI MILL�;o"G
#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE 7A
Mullion Capacity Table IbsAt e �
}§n
Opening W-ilth por\•a111cally-spanning malons)or Opening Haight(for hori2nnla*spanninlg mullions) 3o! d 5
501n 60 in 701. BO in aD In too In izo 11 140 in 160 in d^ LLO
Roctargulaf Raplidano. Rectangular Tra,:/Tdanp. Rectangular T1apRdang. Roctangular Trepr111ang. Rectangular hap/Triano. Ractaneular TrapRdaig. Reetenpulrr TrapRdang. Rectangular Trap/Triari9. Rectangular Tap'Triang, a �
1 X4 X.375 Lasdn9 Ua rg Loafing Loodn0 LoadnO Loafing Loadng loadln9 Loading Loafing LoeAng Loading Loafing Loadlno Lowing Cawing Loafing Loafing
Alum.P be r r r r r r r a r P _ p r r a• r r r_ a r r r^ a 2• a r a r p ^�
Mullion � � C4
g a 5 h� fi € 6� & S t!E 6� t$ 6 s� 6� w F 'e �� `��3. g b g r$$ g a �� �L 6¢• 7s5 '6 U
s� d 0� � 3$ g 5� � aXc" gfs
�m LU
rc a d`¢ '-� W
` p w
121n 170.0 620 170.0 475 170,0 744 170,0 478 170.0 Ball 170.0 508 170a 992 170.0 519 170.0 1116 ITD.0 521 170.0 1240 170.0 521 170.0 1498 170,0 621 170.0 1735 170.0 521 170.0 1983 170.0 521 N J 2
491n 170.0 708 170.0 624 170.0 ew in 584 170.0 992 170A 530 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1710 170.0 680 170.0 1993 170.0 680 151.8 2024 170.0 680 'J �
50.825 in 170.0 747 170.0 50 170.0 696 170.0 631 170.0 1046 170.0 654 170.0 1195 170.0 723 17C.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 7W 153.0 1919 170.0 756 136.5 1919 170.0 756
$41n 170.0 797 170.0 812 170.0 056 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170A 850 159.9 1799 170.0 861 137.1 1799 170.0 681 120.0 1799 170.0 861 ED W ❑
601n 170.0 aa5 170.0 701 170.0 106] 170.0 7W 770.0 1240 170.0 BTB 170.0 1417 170.0 944 170,0 1594 170.0 898 155.5 1B19 170.0 1033 129,6 1619 17C.D 1063 111.0 1619 170,0 1063 972 1619 170.0 1063 tO CW9.
631n 170.0 930 170.0[14 170.0 1119 170.0 850 770.0 1302 170.0 940 170.0 1488 170.0 1016 758.7 1542 170.0 10T6 147.0 164 170.0 1122 117.5 1542 168.5 1158 100.7 1542 167,e 1157 6a.1 1542 167.9 1151 "Z
L 661n 170.0 W4 170.0 170.0 1169 170.0 003 170.0 1364 170.0 10D2 160.6 1472 170.0 1086 MIS 1472 165.5 1148 128.5 1472 158.8 1130 107.1 14R 147.8 1100 01.6 1472 140.0 1104 80.3 1472 140,0 1104 e= Z U)6 m Z
721n 170.0 teal 170.0 170.0 1270 170.0 1009. 150.5 1320 -1662 1101 1320 1370 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.8 1049 82.0 1320 117.0 1024 75.4 i]20 112.E 1013 66,0 1320 1125 1012 W W $ �
781n 170.0 1122 170.1) 149.6 1194 159.4 1013 123.2 1184 139.9 9S 1122 1184 125.7 978 99,7 1184 115.3 Get 82.8 1184 107.5 B52 74.8 1194 97.6 925 64.1 1184 93.1 927 58.1 1154 923 925 F J �G
w Q J f`
Zi 78 In 166.1 1124 170.0 138.4 1124 147.0 965 11a.6 1124 128.e 947 101E 1124 115.E 931 9Z3 1124 1a4.a 818 W.0 1124 99.5 906 69.2 1T24 89.0 990 59.3 7124 84.3 081 51.9 1124 B12 878 0 < J
90 in 108.1 944 111.5 90.1 814 94.3 738 77.2 SU a2.1 724 67.0 844 73.3 712 60.1 844 66.5 702 5/.0 844 61.4 693 15.0 B44 542 878 70.8 844 540 E6B 31a Bd4 67.7 662 Z N961n 89.1 742 81.5 742 742 T7.2 6S2 83.8 742 67.2 641 65.7 742 59.9 631 49.5 742 54.1 622 44.5 742 49.9 614 37.1 742 43.6 600 31.8 742 39.8 690 27.a 742 37.6 684 )- i10B in 626 Safi 619 62.1 588 63.8 621 44.7 680 46.6 513 39.1 6B6 41.4 60.5 74.8 588 3T.3 498 31.3 658 31.2 492 20.1 566 29.6 481 22,3 588 26.6 472 10.6 686 24.7 466 n th• ❑
ill In 67.6 555 58.8 503 48.0 555 49.5 495 412 555 429 48T 38.0 fi55 ]$0 4ao 320 S65 342 673 2&8 655 11.3 167 24.0 555 27.1 /57 20.6 555 Z47 44B 18,0 555 224 442 n -x
1201n 45.6 475 /9.4 433 38.0 475 39.0 426 326 475 317 130 2a.6 475 29A a14 25,3 475 26.8 409 228 RS 245 /04 19.0 475 21.1 395 16.7 476 1aT 387 14.3 475 17.2
1441n 2a.4 330 2A7 305 22-0 no 22-4 301 18. 3330 19.3 297 16.5 330 17.0 293 0 U X Q >Q O O
u TABLE 78 Anchor Ca ci Table Ibs ANCHOR CAPACITY ADJUSTMENT FORMULA: 8 EK
ANCHOR CAP.,,o,,- U � 8 a�
A
ubstrata: 2.7k Concrete 3.51,Co.. Hollow CMU Filled CA1U PT wood Metnl (DP•„)X( )=ANCHOR CAP.,, �+
SHB"Eko t/4'56EIaa 1119'Eko 11 .,'Ela9 ga.'m" •126ted 012Stee1 MULLION CAP.,,,,,,,,,, PRODUCT REVISED
Anon Type: 3119•Eha Ulm.- I_Elco Ulumm 3/16'Etco U18acan 7/4`Eko UOmcm
Anchor Clip Patterns mracon AwreGator Ulmcon AaopeGa!r Sc (G5)Sersw(G5) Screw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR as complying with the Florida
Dtalanae(b): 1' 2-irr t- 2AW 3.118- 7• 2-4/2• t' 2-12' 2- 3-1/3• 2• 0.40" D.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Building Cade
bedment Mt 1.3W 1-3/4' 1-W 1.3/4' 21 1-U4• 1-114• 1.114, 1-1/4' 1.1/4- t-1/4' 2• 1-3/e' W/e' lories ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No- 17-0630.01
2 Anohcm @ 4.75•Min.C.C./Sendaiip(FIG.132x 390lba 39033 450 lbe EN lbe 164416a 270Ibo 280In 3541bs 7d010e 374 its 6641be 946lba 341 Ibs 442lbs 560Its OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date DS/26/2021
4 Armhars @ 22S Min.O.C./SMWI Cep tha.3T 700 0ss 700 W 5801bs 14101bs 952 bs WA 5601bs WA 630 ms WA SBo lon WA 602 Ibs eaS lbs 1120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED
BAnchors @ 1r1T Min.D.C,/Stant)Clip n.4T 960Im 14001ba WA WA WA MIA 7601b6 WA WA WA MIA WA 13632. 7770 ibs 2240 ba MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4 Arol-Q 3•Min O.C./� pa/(Fig.5j 78010s 780lbs 680 ks 158011u 7898Iba 540 r. wo inn N/A 760Ite 748 IM 6801ba 1802 W 682 ibo 885lbs 112017. CAPACITY WHICH MAY BE USED TO QUALIFY Mlaml�de Pr❑duet Control
6 Arxlom®3'Nlln O.C.1 rps/(Fig,86 11701bs +1701hs tom Itw T340Ibs 2B44IDa et0. 8.1. WA 1140 0a 1122 bs 13207ba 2838Ibs 1022 ms 13ZI ba 1680 ba ADDITIONAL ANCHOR OPTIONS FROM THE
4Anchors®0.45-Min.O.C.1 -Clip,trto.125`ALm.(Fig.7T WA WA WA WA WA WA WA WA WA WA R/A N WA NIA t470 roc ANCHOR CAPACITYTABLE.
2 An.W.@ 22S Mr.O.-F-Clip(1I9,eg 35016s 350lba 290 N. 705 ba 476 RA WA 280 Iba WA 315 lb WA 44016s WA 341 Ibs 4421ts 6W Ill.
4 Anchors biro.C.CJ F4:9D(FIG.97 4801he 703 bs WA WA N/A WA 3801bs WA WA WA NIA WA 6821bs BB51� 11201ba
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•1 1.062" r --1 1.000• �•-
TABLE NOTES:
FIGURE I: FIGURE 2: FIGURES: FIGURE 4: FIGURE8: FIGURE9: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• o • • • • • • e • • •
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,:,,% NY LY(1,IN�
• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE �C1�;.•'�t•10EN,pF•.�t!��i I
4.000•
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000•
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _g¢; ND.58705
FIGURE 5: FIGURE B: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND --77 -
• • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE �"'Z'(-J•' '
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE EL S A AN SG OF 0 ALUMINUM SHALL BE :D,C'•.. ATE P G✓L�+ I
e 6063T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046" 375• 376' s .'F<aRIYP•'• \�
THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.I26 THICK AND A36.ALL ANCHORS �ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 1'X 4'X.37S� i'X 4'X.375'� �Q NAL \\
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. -T'-MULLION MULUON A•LYN N(44&)3,P.E.
FL P.E.#58705
TABLE 8A a A
Mullion Ca acity Tablo Ibsife
Opening Width(forvenlraliy-spanning mesons)or Opening Height(for hodwntaRy-spemirg mWlions) �
so In 60 in Min go En 00 in 1001. 1201. 1401n 160 in m 0
126`k motongwar T2p/Tdan9. Raatangdar. Traprriang. Reorang.9ar T-Pffid-N.V]2
TeplTdeng. Rectan9War TaPrrif Retlengut TrsPfTd.- Rectelkp9ar Tnyrdan& Iteeten9ula Tt0p7dang. Reetonguhf TrOpRrlen9•
Loadng Loadln0 Loadn9 Loading Loading LoadngLoading
Loading lmd0rg Loading Loading
Loading Lowing LoednB Loading Landing LoadMB i-aadhg Syr 0
3.1881,x 2' F P Z' 6• 22 r Z• D r - 2• D b S D �• b• ,F L �' 2 L 2: 2•
266"Alum `p -- 6 '
Tub e Man "a a aLi s� s. � FL
fip SE fi� S� 5� fi� 5� b� s$ b� a b k� g g bg 5 deg €£ g� €@ & b b� S b Nt4� _� sb �- Sep 5� � L 53 7g £ � a1 �� dr& Erc Z ��
d36z� z z� rc so s� z� rc z� z x rc s $rc w
/21n 170.0 630 170.0 433 170.a 764 1TO.D 47B 170.0 86B 170.0 506 170.0 519 170.0 1118 170.0 $21 170.0 1240 f70.O 521 170.0 1488 170.0 621 170.0 1735 170.0 521 151.6 1769 170.0 521 N J481n 170.0 708 170.0 S24 170.0 650 17O.D 584 170.0 992 17D.0 6303 170.0 661 1TO.0 1275 170.0 677 170.0 1417 170,0 680 154.8 1648 17oo 680 t327 1545 170.0 680 116.1 1648 170.0 680 7nSUM 1. 170-0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 684 . 5 170.0 723 170.0 1345 170.0 747 167.0 146E 170.0 758 139.2 1468 170.0 756 119.3 1460 170.0 759 104.4 1468 170.0 758 � W o p
54 in 170.0 797 170.0 612 f70.0 958 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 it&1 1378 170.0 837 148.8 1376 IM.0 856 122.3 1378 170.0 861 104.8 1376 170.0 861 91.7 1378 170.a 881 ca O W
W N 170.0 865 IM.0 701 170.0 105-3 170.0 787 158.E 1158 170.0 On 139.0. 1153 167.4 930 123.6 1158 IW.5 919 1112 1158 150.0 012 92.7 1158 144.8 C05 70.4 1158 144.8 906 69.5 1158 144.8 9D5 ¢ F W (D
EL 631n 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155,9 962 120.1 ta51 142.0 50 ID6.7 1051 132.3 837 96.1 1051 125.7 530 30.1 1051 1195 822 68.6 1051 119.1 821 6D.0 1051 119.1 821 U Q
661n 167.1 967 170.0 789 138.3 957 151.E SOS 119.4 957 134.0 790 104.4 957 121.8 777 92.8 957 1125 767 83.6 957 108.6 759 69.8 957 100.0 750 60.7 957 98,9 748 52.2 957 9S.9 748 Z J o m e(J
c 721n 128.7 804 1352 628 107.3 804 1152 694 81.9 804 101.3 67t SDA eo4 91.4 660 715 804 84.1 650 64A 804 78.6 643 W.6 SH 723 833 46.0 eO4 62.9 829 402 804 89,8 618 W .pz
J 78N 109.9 772 114.4 630 812 722 972 618 782 722 563 009 68.4 722 76.7 696 60.8 722 70.3 S88 54.7 TV 53.5 680 45.6 722 59.5 570 39.1 722 56.7 50 34.2 722 682 664 N J `66
s a 10
2 78 in 101.2 60 105.8 600 84.4 696 89.5 538 723 665 76.5 S77 63.3 685 70.5 566 562 6S5 04.5 560 $0.6 685 60.1 5S3 422 685 64.3 643 36.2 685 51.4 537 31-8 665 50.7 SW F,
90 1n 65.9 613 68.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 615 44.7 434 36.6 515 40.8 425 33.0 615 37.4 422 275 515 33.1 413 23.5 515 305 407 20.8 515 29.1 404 Q X z N
e61n 64.3 453 355 401 45.3 477 47.1 397 30.8 453 41.0 391 33.9 453 36.4 385 J02 453 33.0 379 272 153 304 371 22.8 453 266 366 19.1 457 24.3 380 17.0 457 2LB 356 a 3l0.0
1081n 38.1 358 39.0 323 31.8 356 32,5 �3.
27.2 358 28.4 313 23A 355 252 a08 212 358 22.7 304 19.1 358 20.8 300 15.9 358 10.0 293
G �m
1co en
11 N 35.1 338 359 JO6 29.3 338 30.1 2S.1 338 2.1 217 22a 338 232 29J 19.3 378 20.9 2B9 17.6 338 19.1 285 N X120 N27.8 290 28.3 264 21.2 290 23A 19.8 2Jo 20.6 158 17.4 280 1a2 253 15.4 290 164 249 ® ~' LO
144 N 16A 201 15.3 186 Q < z U) 1)
TABLE 80 ANCHOR CAPACITY ADJUSTMENT FORMULA: p €� w
AncharCapad Table ibs) ANCHOR CAP.,o:: o
su[avate, 27k 03rc18e ask Cone. How OJU 1-18ed CIAU PTWood metal (OP,)X( )=ANCHOR CAP.,,,
u1sElco W'SS't we•aco 114.ssEtu slostmt 4r12Stee1 612S1c1 MULLION CAP.,.,,,,,,,, PRODUCT REVISED
Anchor Cllp Patterns Ancllar Type) Dne•Elco unrsm v4•Etounracon -Eleourtreean vd•Eko UR2con q (� (w"7 USE THIS FORMULA TO OBTAIN THE"ANCHOR aseOm I In With the Florida
UO2con AggrcGator Up2cat A mean 9ens8 5[re7 lOo7 Screw P Y 9
Eege Olsrarcepnk r 2-vz• r 2-vr 3-i/8• 1• 2•v2^ 1' z-vr r s.v1r r o.aa• Dsa• 0.3`e CAPACITY REQUIRED"CORRESPONDING TO AN Building CCode
Embeanmc n 1a/4• taro• taro• 13'O r 1.114• I-v4• 1.1I4• 1-vr 1-114' 1-Bd• r ta+a• I_w lades ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630.D1
2AncMrsa475 MIA-or/Stardxda085N l7p pig tp s908)s 390 R9 d5D 019 e901bs 1614Ins 2r0 ibs 2B0 us INIA
5601m OPENING.WHEN IT IS LOW ER THAN THE MUWON Expiration Date 0512ti/2021
4Amhm 01.15'S Min MC,I Man=(a Q-W)C9p(fig 2y 4W IM 700 AS NIA WA WA NIA 380IseWA NIA WA WA W21bS 8850. 1120Ns CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arcrors@9'MN.O.C./(2I2c5ArgleClips/p1g 37 7671og 780 is 680®s 15601m 1886 N9 ti401bs 5608a76oIW 74610s 887079 t6/d Rn E82 Ns 8lb its512t ibs MULLION.IT WILLYIELDAMINIMUM ANCHOR Bd Arctnn@0.45•Min.O.C./UClip,Intc.12S'Afm(Fig 47 NIA WA WA NIA NIA N/A WA WA NIA WA WA N/A WA Id308s CAPACITY WHICH MAY BE USED TO QUALIFY Miam-Dad roduet onrol
1Arcror/Fci!p tRg Sy t95 ibs iB3 Ds mods 4431m. azz lm 1350)s 140 gs 3roiLs 197 ms 33x lrn 47s 1x t705a z21iM 2501e+ ADDITIONAL ANCHOR OPTIONS FROM THE
2Ancrom @1.16•Min O.CJ FCIIp g 6x 243N4 350 NIA WA NIA N/A 1g01t6WA NJl WA WA 3d1 Ds d42 0>9 5tA ns ANCHOR CAPACITYTABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
I
FIGURE I: FIGURE2: TABLE NOTES:
® ® ® 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION '
® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
1111t1 it 1I1!/// I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE `��J"O-.•••••,.,/� �/i
FIGURE 3: 3.188' ��;'••<,VCENSF••�((%�
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE
CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS T: N0.58705
® ® ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265. _ }�
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �-S
FIGURE 4: FIGURE 5: FIGUREB: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTMG•90.WOOD SHALLL %O ATE
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '•.;c�ORIDP•,•'••�_��
6063-T5 AND BE A MINIMUM OF.f25"THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND %/tS .......
® ® -045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.t25"THICK AND A38.ALL 1.25"X 3.188'X 285"MULLION '',,TONAL
® ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-1/a'VF MULLION) ///r!1I I 1 1111vv
® 410 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A LYNN MILLER,P.E.
0 FL P.E.!58705
I
I
TABLE 9A
Mullion Capacity Table(Ibeffel ® ,
Opening Width(forvadcaby spanNng mu@ons)or Opening Height(for hortzontally-apanning nadllona) o�
be in 601n 701n 80 In 901n ice In 1201n 1401n 16D In pz1 W
F�w O
1.25 x3.2b Ftecanryler Trep'INang. fteolangubr 'RepRda�g. Raelen0uler 7mATAanq. Roolangular TmPRAan4 Reotan9wa1 TmpRAeng. Reolenqular hap/IIlanO RWtanpular Tr4p7Aang. RLoadiger TrLoadingg Raolerlgder TLending �F.
Loading Lmdng Loadng Loading Lvedln0 mdn9 Lanai Leading Loading Losding Loading Lmding Leading Laadlnq Loetllnq Loading Laedlnp Lending W
x.too 0= U
Alum.Tube _ f&illgi. _ _ 1DLy1 a^ Fpg r .6�gt (1} yrL� �11
egg ROEfl . I(���. yya. g.Mullion Gil 0
1) �' O � � � U �� O ` d U� B I O � Ia O I� U 0z � Ii � O� O �� ® � N
1 11 ,
if h IM
LU
LLI
42 In 110.D 62D 170.0 435 170.0 14/ 110.0 475 170.0 806 IT0.0 508 17Q0 892 170,0 518 170.0 1116 170.0 521 153.3 1118 170.0 521 12T.T 1119 170.0 621 109.5 1118 170,0 521 B58 1118 tree 621 W O =
d8 in 170.0 700 170.0 524 170.0 B50 170.0 504 187.8 9T8 1T0.0 630 1/&1 978 1]0.0 881 730.1 876 170,0 577 117.3 918 1T0.0 880 B7.5 B78 170.0 BBO 63.8 970 170.0 680 13.3 978 170.0 850 W •Jj
50.8261n 170.0 747 1T40 583 1T40 B9B 170.0 031 150.7 qZ/ 1T0.0 684 131.8 827 1088 700 1172 B27 150.1 OBS 105.5 021 10 698 BT9 927 15&3 695 T5.4 927 156.3 695 65.9 B21 1543 605 S2
H Y 2
641n 170.0 797 17D.D 612 154.5 869 170.0 591 132.5 Sea 153.9 No 116.8 869 141.8 669 103.0 669 134.0 860 92.7 BB9 129.8 E54 77.3 869 121.8 052 66.2 B89 128.8 e52 57.9 869 128.8 6b2 W h
00 in 143.2 746 153.8 834 119.4 T48 1. 1. 102.3 1/6 117.8 W5 39.5 748 107.9 599 70.6 746 101.0 $92 71.6 740 98.8 687 60.7 7/8 03.3 553 SL2 748 93.3 583 44.8 746 813 583 C m O CO LU
DO
Olin "I., 071 132.0 670 f03.1 677 113.2 Bad 68.4 677 100.4 656 71.3 677 01.4 649 88.7 67T 85.2 039 61.9 a77 81.0 634 61.0 677 77.0 529 44.2 on 78.7 529 39.7 677 7&T 629 I=- V O (7
C 65In 107.E 517 114.1 b]0 89.7 817 97.8 519 76.9 617 86,3 SCa 41.3 817 78.3 600 59.0 617 72.6 494 63.8 817 68.1 489 44.8 air 84.4 403 38,4 817 63.7 482 315 517 63.7 482 Lll
j ? Cn m
O 72in 82.9 51B 87.1 45C Sal 518 T4.2 440 592 518 66.2 432 $1.8 518 58.0 426 46.1 518 5/.2 d19 N./ 618 50.7 41/ 34.6 61B 48.8 400 29.8 618 d5.0 40.8 25.9 610 45.0 405 0
76 in 70.5 465 711 ADS 68.7 466 62.6 398 60.3 465 84.9 Dan 44.1 4s5 49.4 384 392 465' /6,3 378 3&2 405 422 374 29A 465 3&3 367 25.2 465 38.5 2" MO 465 382 383 In S,_ -1 .1O
78 in 652 441 6fl0 387 64.3 441 b7.7 379 40.6 441 546 372 40.8 441 46A 266 382 441 41.6 380 no 441 M.7 368 272 d41 34.9 348 13.3 441 33.1 240 244 441 32.7 346 .=.I e U &Z
DO In 42.4 332 43.8 295 T4332 37.0 209 902 332 32] 2B4 28.3 332 28.8 280 23.0 332 26,1 276 21.2 332 24.1 272 1T.7 332 21.3 269 18.2 332 ig.6 262 13.3 332 16.7 MO ¢ O35.0 291 35,9 280 30.3 250 75.0 2D7 2fld 252 21.0 2g1 a3.5 248 19.4 291 21.] 244 1T.6 291 18.5 241 14.8 291 1T7 236 15.5 291 15.6 2J154.8 270 26.1 211E 21.1 265 17.5 230 1fl] 207 15.4 230 IB2 1B8 (� h.. MZdo 111 h 12.6 218 23.1 191 14.1 218 14.8 10B NOO�120 a 17.9 187 18.T170 15.3 187 N w x
1 y
m L0 (n
L0 ¢ O O
> (L z co O sO
TABLE 93 ANCHOR CAPACITY ADJUSTMENT FORMULA: p m�
Anchor Ca aClly Table bs) ANCHOR CAP.,,m,,,,,•\
Subalmte: 2.7k Dcoomle 3.5k Cana. NOIDw CMU Filled CMU RT Wood Meal (DP„a)X o ANCHOR CAP.,m
SHG E- 1/4.99 Eido 5'1G Eke 1/4'SSEko a10Slael M2Steal 012 step MULLION CAP.,,,,,,.,,, PRODUCT REVISED `
Almnor Type: 3I16.17ao Ullmcan 1r/•Ek5 Ultraaon 3/1G FJeo Ultmcon Ua'El rn U11mco" (5) ( ) ( ) USE THIS FORMULA TO OBTAIN THE"ANCHOR as eom 1 in with the Florida
Anchor Clip Patterns .EI A9gmDElar Uluecan Ae6re0Dtar scn+v g sar5w cs screw cs yy gg i
Edge Dial-e,On): 1' 2-1/2' 1- 2.112' DAM, 1• 241r 1" 2.1re 2' 3.1/0' 2" 0.46" 0.54- 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN Building Codo
Embedment h 1314• 1314' 1.3W td/4' Y 1.1/4' 1.1b/' 1-i/4' 14r4• 1-ifr 1-1/4' 2' 1-318' 1-w wrks ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2Anehom Q4.75'Mh O.G/Slendedor05aeIC0p(Flq.1- 3901ba 3DO lba 450 IDs 9901be 1644 Ibs 2701bs 26016s 354le, 7401Ds 374 IDe 6641bs 9481bs Dal Ms 442lb3 560 Ibs OPENING,WHEN IT IS LOWER THAN THE MULUDN Expiration Dat 5I26/2021
4 Anahgm 49 1.15'MI,O.C./Sin- (or 06seq CIlD lFy.2j 4601ba TOO Ilbs wA WA N/A WA 380lb5 NIA N/A NIA WA WA 682 the 8115lna 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Arrohors O93'MI4 O.C.1(2)2a5 Angle Clips/(Fg.3Y 780W 780 Ibs 660lbe 1660 fan 19981bs 540Iba 5601be WA 7HO Ibs 7481be ADD In1892 Ibs 682 Ibs 885IDs 11200s MULLION.IT WILL YIELD A MINIMUM ANCHOR By -
3 Anchom®084'MIQ O.C.IU{Tlp,into J00-ALm.(Fig.4j N/A WA WA WA WA WA NIA NIA NIA NIA NIA WA N/A N/A 050 lbs CAPACITY WHICH MAY BE USED TO QUALIFY Mlami-D a Product Control
1 Anchor!F-a!P(Fig_b7 1951ea 195 lbs 27S IDa 41a Do Baird, 1351bs 1401De 1711Da STD IDa 187IN 332 as 47310s ila lbs 2zt lna 280Ihs ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anandm @ 1.15'MIn.O.C1 F1ai(Fig.BP 240 On 350 lb. WA NIA WA WA 1BO Iba NIA NIA NIA WA WA 341 0s 4121Da 5801bs ANCHOR CAPACITY TABLE
FIGURE I: FIGURE 2: TABLE NOTES: 1•P60" f-1.250"--{
® ® r
0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I
® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1111 I I11/
FIGURES: 3)MULLION AND MULLION CLIPS SHOWS I ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" a.25D• �``\'� NY•.?:NN,y��
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ,$� UCENSF l�
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `;'• •;��
® ® ® ® BE USED •*; N0.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ � : >k•
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE %}'I i} ��`
FIGURE 4: FIGURE 5. FIGURE B: 6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND •.• SATE F •(�
® ®- .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36,ALL .100" .100 i •.;4,[ORI Do, ��'�+
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 125"X 325'X.100^ 1.25"X 3.25'X.100• "
�i/4s' •" ' a N"
® ® #10 ANCHORS INTO WOOD MAY BE STEEL,18-13 S.S.OR 410 S.S. MULLION FOR MULLION FOR ONAL��eLL�ti�
FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYM A)IMR,P.E.
® FL P.E.#58705
TABLE 10A R
Mullion Capacity Table Oboe) �
Opening Wdth Qory ddic00y3peswng mtlfiom)orOpening He)ght(Torhar77roT08*5p0DnbV mdllmu) yyy�TTT
SO h1 EO{n T91n to in 907n 100 in 120ln 1401% I60 in
t 26 X326 ReetanAntir Trap7rrlang. RodanOdar Trap/rrong. Red Trnprrdug. Rwilrm.W Trep/rdang. Redangdor TeepRdang. Redgn901ar Trap'Tdan9, Redengular Trap7ri!ug. R.Ll'f lHr Tmp]Tdan9. Rll1U19orar Trsprrrlarg, ^w 9
X.824 loading Loedfag Londng Loading Loadtn9 Lnsdng Loading Lcadlta Ludo Loading Loading Load Ng Laeding Loading Load.9 Loadat9 L.0,9 Londlr0 sy'
Alm 1. & 3-. § •E.. " '� •8.. ••§'cE ..RD
Muhlon a as 2. s8 ;a A $�. U IL eG Ita s �g �-�. >� m€ ,:t �@ ��uu o c'+ u o 0 0" u u u i o '6�€ m s e s s'a� <"g '�" gip ' d`a" � Ed € $rc @ E� 2 E� z8 8� E d`aY �� Via` € 8e' � f`s
KK O W
42fn 170.0 620 170.0 435 170.0 744 170.0 478 170.0 068 110.0 606 170.0 992 170.0 519 170.a 1116 170.0 621 170.0 WO 17D.0 62t 1T0.0 1488 170.0 621 170.0 1736 110A 621 170.0 1983 170.0 521 W .-J.1 V)
4fl in 170.0 T08 1T0.0 524 170.0 �0 1T0.a 584 170.0 492 fY0.0 630 170.0 1132 170.0 661 170.0 1279 170-0 BIT 170.0 181T 170.0 680 170.0 1700 170.0 680 169.7 1979 170,0 680 148.E 1979 170.0 880 K 5r)
SM025 in 170,a 747 1T0.0 563 1T0,0 896 170.0 631 170.0 f016 170.0 684 179A 1195 170.0 723 170.0 1345 170.0 747 170.9 1494 170.0 l66 t70.0 1793 1T0.0 756 162E 1877 170,0 756 133.5 1877 170,0 756 ~ Id 0 m =
64 in 1T0.0 79T tT0.0 812 t70.0 956 170.0 69% VGA 1116 170.0 764 170.0 1276 174.0 8G3 170.0 1434 170.0 837 1T0.0 t594 1T0.0 056 t66.d 1769 179.9 Afi1 424.1 Am Ime 8fi1 117.3 1T64 A6.0 fl01
f9 m o c to
CC In f10.0 B85 170.0 701 tT0.0 1063 770.0 79T 170.0 12d0 iT0.0 870 176.0 t417 VGA 944 ISO Nil 170.0 996 145.0 1511 170.0 1033 ins 1517 170.0 1a43 103.6 1511 170.0 1113 90.6 1511 170.0 1063 � F U Id 0
m 0
fi]tn 17R0 930 170,0 746 170.0 1110 170.0 860 1T0.0 1302 110.0 940 165.6 1370 17D.0 1015 139-2 1370�14
1076 125.3 1370 164.0 1087 tOd.4 1370 155.9 1072 89.5 1370 155.3 1070 70.7 1370 1553 1070 LU '�
$ ti ] a ¢
$61n 179.0 974 170.0 789 170.0 1169 1TD.0 303 155.6 1248 170.0 1002 1362 1248 16A.8 1017 121.1 1248 1000 108.9 17AA 1]9.0 989 90.8 1240 130.4 978 77.8 1210 129,0 876 68,1 1248 779.0 W6 Z Z fn i T21n 07.8 1049 170.0 B]8 139.9 1049 160.2 092 119.9 1C49 INN 875 104.9 1"1 1" B6093.2 1111 8dB 83.9 1049 102T 87fl 69.2 1049 94.3 MIS 69.9 1049 21.2 620 52A 1049 91.1 820T6 in [42.7 941 t44.1 Bxx 110.9 9d1 12fi.fl fl05 101.9 341 1112 79A 89.2 E41 100.0 T71 793 S41 766 71-d 941 85.6 767 69.6 141 71A 744 SLO 941 T4.0 T3Y 44,G 941 77,7 736 � 7 Z
TB In 132.0 894 137.G 7H3 1IOA 89d 11cs 767 84.3 894 o24 763 826 894 91.9 740 73.3 894 84.1 730 86.0 894 78.3 121 55.0 994 7a.7 747 47.t 894 67.0 701 47.3 894 fi6,1 698 Q �}
go In 85.9 671 8a,7 596 71.6 fi71 7/.9 6B6 b1A 67I 83.3 576 63.7 671 58.2 666 47.T 671 a2.9 558 43.0 6T1 d6.0 651 35.9 671 43.1 539 30.7 671 39.7 5]1 26.9 bTt 37.9 626 Z Z dp Q N OT
96in 70,8 690 72,B 62T E9.0 690 61A 618 50.8 690 63A 608 /d.3 fi90 47.6 602 99.] 690 47A 461 35.4 690 39.6 490 29.6 690 34.7 477 25.3 690 71b 489 21.7 690 29.0 464 F )( c0 tp
10B in 48,7 A85 30.8 421 41.d d66 429 4N 759 186 ]7.1 408 31.1 40fi 329 402 27.6 d66 29.7 J86 24.9 4G6 21.1 3A1 20.7 A6B 27,6 302 17.8 466 21.2 ]75 15.5 466 19.6 JIO a N y ��
r
1111n 459 441 46,7 LO
�378
3 33 72.7 441 34.1 707 28.6 441 30.2 112 26A 441 271 37fi 32.9 d/1 269 J72 19.7 d41 21.5 J63 16,4 4/1 19.3 ]56 14.3 441 17.8 351 lL M
O LO do t]J
1x0to ]8.] 378 769 26.8 J78 26. Of
d 33/ 227 378 2J.7 Jz9 '1. 3TB 21.] 315 76.7 3T8 193 321 711 378 18.7 316 F1441n 21,0 262 212 16.0 2G2 15.) 236 N
t�9 q � 4 0 0
O g0
TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: UD-' lY
Anchor COPACILy Table(lbs) ANCHOR CAP.,,°,,,,,,,
Su06ImtCp 276 Corcrtde 36BCmc, HowUlu FIIIeO CMu PT Wood Me1a1 (DPp)X( )=ANCHOR CAP.ud
6'10Efeo v4°SSFJcod16•Eleo 1r4'SSoco OTOsied 1r12s1wi #128t.1 MULLION CAP.,,,,.,°., PRODUCT REVISED
AnehorCllp Patteme Mena ryPc 3'10'Bro tAlrbcm v4•Fkovllncon uttmcon 3H6•EItOUlyd4al t/4^E1ooU8r4con A94tib�r pgme. Aggret9gn SnmN(G3)8c7aT(DS) Stne (G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida
Ed D9tome pn i• 2•vr r 2-11 34B' r z-vz• 1• 2-v2• z• sva' 2• CAV 6sa o.nr CAPACITY REQUIRED'CORRESPOWNG TO AN eundtng Gado
Embednall n 131Y 1a1M 1a14• 1a1' r 1-vA• t-va' i•va• 1114' 1-va• 1-1k r 1-va• 'lair vmles ACTUAL PRESSURE REQUIREMENT FOR THE
NOA-Ho. '17.0630.01
2 MCmrs�4,79'M1riR 0.0.IsordworormcAp Ina..tk 39009 9A0ID6 4501bs 690 an 16401D4 90 Ps 2E01Ds 35d ID3 71011n 8741D5 s6a ua S4s lb4 3411D4 442as 56o Its OPENING,WHEN ITIS LOWER THAN THE MULLION Expiration Date 5I26/202i
4 Arcnaa g t.ts Mtn.o.a I slawaw La 1X&epCOp Lt1g 2} 4B01os 707 ms wa wa N/q NIA 30D 1tn WA WA ruq wq wA 68zlbs eBs ms 1129 en CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arcpea @ 3'MIn,O,C,I(Q 2n5ATA1C gIp9/Illy.9k 780109 78110a 6801M 15�i6s 1B9s ms 6ao ros 6601D] WA 7601Ta 74a lbs 8B31tB ts9z ms 6621bs AS511s 1120 m9 MULLION.IT WILL YIELD A MINIMUM ANCHOR By l
3 Arclnop0.54°Mn.O.C,IU�IIp,Imo.tOP Alunt p.4) N/A N/A NIA WA N/A 'NIA WA NIA WA N/A WA NIA MIA WA 9501bs CAPACITY WHICH MAY BE USED TO QUALIFY Mlam a Pro act Control
1 Arcmfl FLlly(Fly.Sk 1D5 Ibs 1951b9 2250s 4461ta 622109 135 ms 1/0 m1 tP ibs 3701m 1871bs 33211n 473IM 170lbs -10s1 280 In ADDITIONALANCHOR OPTIONS FROM THE
2Anomn@ 1.10•M1a 0.01 F-00 (Fig.B) 240 IOe 35D 0w WA N/A N/A NIA tg0. WA WA NIA WA WA 3d11bs 4421m 66016s ANCHOR CAPACITY TABLE,
TABLE NOTES: 1,25p" 1.250"
FIGURE 1: FIGURE 2:
® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION J
® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I`
11111u1nT//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
N
FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE ICEN ��C
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3,260° 3.250' `1 Q�.'' L 3F
ANGLE SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LCCATIONS. '
CLIP MUST �.:' No.58705 -.
® USED IN 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND
1N PAIRS, GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL - `/'�' 2 )
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624° 4° '�O STA E / ,(V���
FIGURE 4; FIGURES: FIGURE 6: 6063-T5AND BEA MINIMUM OF,100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND -1 �i��''•,F10RIDA.••••\��'
® J
ANCHORS INTO METAL SH18 GAUGE). ALL CEXTEND AT LEASTTURAL STEEL TO 3 SCREW THREADS BEAT LF-AST.125- IEYOND THE MATERIAL 1.25`X 32S X.624• 1.25°X 3.25 XCK AND A36,Al .624° )
A ® Le
#10 ANCHORS INTO WOOD MAY BE STEEL,16.6 S.S.OR 410 S.S. MULLION FOR MULLION FOR 7//N'N'W�(tt 1-1 j111�
FIELD-MULLED UNITS FACTORY•MULLED UNRS A.LYNN M)I.LER,P.E.
p FL P.E.#56705
TABLE 11A ® �
Mullion Capacity Table ObelR1)
Opening Width(for vefticai7yspea ting m dom)orOpening Height(forherizorWI5yspannitg mtlGolg) �'
50 in 60 in 70 in 80 in 90 in 1a0 in 120 in 1A0 in 160 in '^ OLL
125 x394 Rocmng�dar TraprOiang. Rectangular Tmp7rdang. Recangular Trap?dang. Rectangula Tmy7dong. Renan9Wa, Tm n2n9. RenangWor TmplTri.q. Rectangular TropTAarg. RaWngWer 7reprTdmg_ Rectangular T1aprtrl.9. y
x fi24 Loading Leading Loading Loadtn9 Looding Loading Loading Loading Loading Loading Loading Loading L..dbg Loading Loading Loading Load(ng Loading of U
Alum.Tube _ ,� .E S.- F_ F .. E .uL•--- �` _ " a_ "
Mulllon S u� ^• o€. A a� ao '€ . 6@.
u o oa o $ o u �^ " og u u o
ea a a =P _ .off _ � a 3a s9 '" 2, �_ 51 �e = 15; -s r a
2'A 1� a d`c` 0- �� s'€ & ia & z W
421n 170.0 620 170.0 435 170.0 TOd 179A 478 170.0 068 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 IMO 1489 170.0 521 170.0 1736 170.0 521 170.0 1987 170A 5H N 2
48 in 170.0 708 170.0 524 t70.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 fill 179.0 1275 170.0 677 170.0 1417 170.0 680 17D.0 1700 170.0 680 170.0 1383 170.3 630 170.0 2267 170.0 fi80
W J 7n
50.625 in 170.0 747 170.0 563 170A 896 170.0 631 170.0 1046 170.0 624 1T0.0 IIB5 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 T58 179.0 i7M 170.0 755 170.0 2092 170.0 766 170.a 2391 170.0 756 =
54 In 170.0 707 170.0 612 170-0 MIl 170.0 fill 170.0 1116 170.0 754 17D.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 470.0 056 170.0 1913 170.0 861 170.0 2231 1T0.0 IB1 180.2 2403 170,0 861 L7 LU C F'
O
601n 170.0 e95 170A 701 770.0 1063 170.0 79T 170.0 1240 170.0 870 170.0 1417 170.0 90 170.0 1594 170.0 395 170.0 1771 170.0 1033 170.0 2125 170.0 1063 UIL3 2163 170.0 1063 129.8 2163 170.0 1063 UCID
w
63 in 170,0 930 1TOA 745 170.0 1116 174.0 850 170.0 1302 170.0 94b 170.0 Id08 170.0 1016 570.0 16/3 170.0 •1076 170.0 1859 170.0 1122 156.9 2063 110.0 1169 7346 2060 170.0 1171 117.7 2060 110,0 7171 ¢ W z
m 66 in 170,0 9T1 170.0 T89 17D.0 1169 170.0 9D3 170.0 13M 170.0 1002 Im.0 1559 170.0 1086 170.0 1T93 170.0 11S5 170.0 1948 170.0 1210 143.0 1966 170.0 1275 122-6 1966 1IUD 1285 1072 1965 170.0 1I66 Z Z �g m =¢
721n 170.0 13p 170.0 879 170.0 1275 170.0 10a9 170.0 1458 17D.0 1126 170.0 1700 170.0 1228 154.1 1T34 170.0 1316 138.7 1734 169.8 1385 116.6 1734 165.2 1364 99.1 173A 150.d 1362 66.7 1T34 1501 1352 sj J ra U
a 76in 170.0 1122 In.0 T37 170.0 I7d6 170.0 1060 168.5 1S56 1T0.0 1209 147A 1656 1652 1295 131-1 165fi 151.5 1266 117.3 1555 141.3 12SI 93.3 1565 126.3 1229 842 1556 1223 1219 73.7 19SS 121.2 1216 � � �D� � 10
78 in 170.0 1161 170.0 967 170.0 1381 170.0 1116 156.9 1477 169.3 1245 1364 1477 15'.0 1204 121.2 1477 139.1 1206 109.1 1477 129.5 1191 93.3 1477 116.9 1165 T7D 1477 110.B 116E 69.2 1477 1093 1164 7 t•
go In 1420 1110 1665 986 118.4 1110 123.9 998 t01.6 1110 f075 951 39.8 1110 96,3 936 78.9 1110 97.5 922 11.0 1110 80.7 910 692 1110 71.1 891 60.7 1110 66.6. B70 44A 1110 52-7 070 Z 1Z-' C4
561n 117.0 975 120.3 872 91.6 975 1015 856 B3.5 975 683 842 73.2 976 78.S B29 66.0 975 712 817 55.5 975 65.4 007 48.8 975 57A 789 11.1 975 12.3 776 36.6 976 492 767 1 Q X z .0
108 in 822 771 6/.0 69fi 68.5 771 70.7 695 58.7 771 61.3 674 51.4 T71 54.3 66l d5.7 771 49.0 655 11.1 771 61.9 647 34.3 T71 70.9 632 29.4 7T1 35.0 621 25.T T71 32A 81T a Ln 'w BO 16
O
1111n 75.7 730 77.3 6fi1 fill 730 65.0 650 Sd.1 730 56.3 640 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 31.6 739 36.6 600 27.0 730 313 509 23.7 730 29.S 681 .�- W C0
120 in 59,9 62i 6t.0 569 /9.9 624 51.2 560 A2.8 624 d4.3 552 27.5 624 39.2 644 333 624 35.3- 537 30.0 6'74 32.2 531 25.0 624 27.7 519 21A 624 2L6 609 tAT 62d 716 501 ® (_Y x Y
IM in 34,7 433 35.1 400 29.9 433 29A 395 24.8 423 26A 390 21.7 433 22.4 365 193 433 20.0 331 17.3 433 182 376
C2 U N ¢ Q
TABLE 11B Z
ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 O.$
AnchorCapaclty Table Obs) u ai�6 �
SUlsimte 2.7k COMIMe 15k Cale. mcilow CMu Filled CMu PT wood Metal D ANCHOR CAP.,,,,,,,., � �
( F,,,)X( �=ANCHOR CAP_
5ts•Elco IWSSRca5H6'F1ca v4"SSElm a10STed N12Steel 012StwI MULLIONCAP.,,a,,,a, PRODUCT REVISED
Anchor CUP Pattemo Arrcna Type 3rte Bco Inllacm 114•Elco Utt2con &t6'Eico u2ram V4^EieOvumcon ( 3 (G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR pl In with tho Florida
Ultracon AggrcGdor Uitmcm A{pnSiaa Screw G6 Saar(05) Setar as com yY 9
Edge Dlslatxd dnY t' 2-VT 1• 2-1/2' S1/8• 1• 2•Vr 14 2-1/r r 3.1/8' r 004T D.54- 3.324- CAPACITY REQUIRED"CORRESPONDING TO AN Building
Cod0
Embl! LOn 1y4• 1ym 1374• 1y4' 2- 1-114, 1-Ir 1-114' 1-vd^ 1-114' 1-114' r 1-39• i-w vans ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2 Mctq'a®475'MIA O.(:.1 SRMad aOfisU Cllp 030.R 39010s 3170IOs 45010.5 8g01[s t644 ms 270I0s 2B3Ix 354 ms 7401aa 374IIs 66f®s gd6las 94110s 4N Ias 560 2s OPENING,WHEN R IS LOWER THAN THE MULLION Expi7ation Date 05/26/2021
4 Arch-01.15'Mln O.C./Staldar0(a CM&PUBP IRS 2) 4s3 In 100IN NIA WA NIA NIA 3w its NIA WA NIA W'A WA 6.32IM eas IN, 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arclwa®7 Min,O,C,IC2)215AngieClips I(R43S 780 in 780 In G801M -1560lta IBM In 5401M 5w IN NIA 7SD Its 748 In B60 IN 1892¢a 6B21os 8851m 1t201M MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4Alxhas®0,S4•Min.O.C./U�m;;Into law aum(F4 4} NIA WA NIA WA WA NIA WA WA WA WA WA WA N/A WA t2671m CAPACITY WHICH MAY BE USED TO QUALIFY Mlemt-D Protluet Contro
1ArcIGrI FLvp(R9 Sj 195 M5 1951. 225 Tos 445 IN e22R0 MINI 140 IN 177In 3701ts 167 ms 3321bs 473 N-s t70IDs 221 IDS 28011s ADDITIONAL ANCHOR OPTIONS FROM THE
2Ancr lg 1.1GN9n O.CJ Fcmp g6y 240In 353 its NIA N/A NIA WA 1901D5 WA WA N/A WA WA Sd71oz d42®s 56015 ANCHOR CAPACITY TABLE.
1,250'
FIGURE 1: FIGURE2: TABLE NOTES:
® ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 3;
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. YIV 11 N 77j7
`��aOkV L
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,BEE 3-B4" '�,-' >,ICENSF•����i
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
® ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ••�
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND •• *_
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALLEll
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE �;O 666 •'4U
6063-TS AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 624" ��'•, ATE (V`
® ® .045-THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL -J- ��s•'•:c.��RIDP••'•G,\��`
® ® ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL Q ,q
0 #10 ANCHORS INTO WOOD MAYBE STEEL,18-B S.S.OR 410 S,S. 1.25'X 3.04'X,624' A.iYNN M..USK,P.E.
® MULLION
FL P.E.#58705
TABLE12A
w4a
Mutton Capacity labia Obsel •3a �
Opening lMdth(forlkr8c lly-spanNtp mstfiom)or OpeNng Height(for hodzontalty-spar991g mullions) - 3335
s0 h W In 70 in I. 1 90 In 1 1001n 120 in 1101n
rIvnzngular %priftg. Rsctengder Trap7Tda,g. Reelengular TraplTdeng Rectnn0d8r Trap7nlen, Reclan i601n 333W LL
2X4%25 LeadnO fmdng Loadn9 tradng Iwdbg [oadlg Loafing Loadngg ica 00Iar TrgdTdeng. ReetengWer Tmprideng. Rectangular Tra{yTdenB• Rectangdar TrapRnang, Rectangular Treprtdang. 0
ding Leadlg LOadng Loadbg (wading laadn2 Waning Loafing Lcadbg Loadtgi o
Alum.Tube
MUGIon �T
a � $ � a �G gg� . B a� x q x 8 ae 8 $� 8 8e 8 8 8 8 , 8 8, SFpp 8 8"4 a 8 tf �a tS 3 3 B a 8 c3 8 9� i s �_� a si`� b 6,� c o� s@ re a t5 &� b5 $� b S sA 5 aa' < 3 CV
a� �� rc dI a� -arc s � �� S2
Z� i � �o o mVU w
421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 VILO G92 170.0 619 170.0 111e 170,0 821 170.0 1240 170.0 521 170.0 1480 170.0 521 170.0 1735 170.D 621 170.0 1983 170.0 821 g Q W
1 708 170.0 524 /70.0 850 170.0 684 170.0 992 170A 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170,0 680 'f70.0 1700 1740 600 170.0 1983 170,D 6B0 170.0 2267 170.0 aBD W J (n
50.6251n 170,0 747 170.0 563 170.0 896 17D.0 631 170.0 1046 /70.0 664 17D.0 1195 170.0 723 170.0 1346 170.0 -147 170.0 1494 171.0 756 f70.0 178] 170.D 758 170.0 209E 170.0 756 170.0 2]91 1T0.0 75B co
N
r>4In 170.0 797 170.0 612 170.0 956 170.0 6g1 170.0 Ills 170.0 754 1T0,0 1275 170.0 B03 170.0 1434 170.0 837 170.0 16" 17C.D a5fi 170.0 1913 170.0 B01 170.0 2231 170.0 861 170.0 2MW 170.0 '851 W o
60(n 170.0 885 170.0 701 170.0 1063 770.0 797 170.0 12a0 170.0 e78 170,0 1417 17D.0 8M 170.0 1594 170.0 998 170.0 4771 170.0 1a33 170.0 2125 170.0 10B3 170.0 Ells 170,0 1083 1fi0.8 28a0 1T0.0 1063 -�i
631n 176.0 930 170.0 745 170.0 1116 IM.0 860 1 00.0 130E 170.0 940 170,0 N88 1 00.0 1016 170.0 1573 170.0 1. 170.0 16s9 170.0 112E 170.0 2231 170.0 1ifi4 166.7 2553 170,0 1171 145.9 2553 '170.0 1171 ,a H (0
Z
co
fish 170.0 874 170.0 709 170,0 flag 170.0 803 170.0 1384 170.0 IW2 fI40 15sa t70.0 1086 l70.0 f753 l70.0 7155 170.0 Isae f70.0 12fO 00.0 2338 170.0 1274 f5f.9 2437 170,0 17ae t32.e 2437 1740 }280 r, 2 m Q
721n 170.0 1063 110.0 676 170,0 12T5 /70.0 lees 170.0 1488 170.0 1126 t70,0 1700 170.0 1220 170.0 1113 171.0 130 170.0 2125 170.0 1387 145.8 2184 170.0 idee 124.8 2184 170,0 1529 109.E 2164 170.0 1530 Z
J 761. 170.0 112E 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1208 170,0 1T94 170,0 137E I65.1 1860 170.0 1421 148.6 19b0 I70A 1505 723.0 1960 181.E 1548 10z1 1860 154,D 1535 929 19W 1527 1631 a W
n 78 in 170.0 1151 170.0 987 170.0 1381 170.0 1116 770,0 1611 170.0 1250 170,0 184E 170.0 1369 1527 1861 170.0 1474 137.4 1661 ._I 1500 114.5 1867 14T.3 1473 982 1e61 139.fi 1459 85,9 1061 137.8 1454 � tj ',
a az
Q GO In 170.0 1329 170.0 1144 149.1 1398 158,0 121a 127.E 1398 138.0 1198 111.E 1390 121.3 1179 90A 1398 110.2 1162 $9.5 1395 101.E 1147 74.5 1398 0.8 1122 63.0 1398 B27 1105 559 1393 789 less �
96 In 147.4 t229 151.5 less 122.9 1229 117.8 1079 1053 1229 111.2 1061 62 12N 96,9 f044 e1.9 1229 89.6 1029 73.7 1229 t2A 1018 6f.4 1221 722 993 52.7 1228 65.9 977 46.1 1228 62,1 9B7 II-- !� = z N
108h 103,5 971 105.0 877 66.3 971 89.0 862 74.0 971 772 649 64.7 871 fiB,4 837 67,6 B71 61.8 tl2S 51.8 971 56.5 e16 431 g71 49.0 796 37.0 00
B71 44.0 7B2 ]24 971 40.8 771 a N A 30
III b 95.4 919 87.3 832 78.5 gig 81.9 all) 68.1 919 70.9 806 59. 919 b'2B 7B4 53.0 918 W.7 704 47.7 919 51.0 774 39.7 919 44.8 756 34.1 111 40.E 741 298 119 37.1 732 ^ Nof
W oY
120 in 755 786 748 716 6'28 706 Bd.S 705 53.8 786 59.a 095 47.E 706 48,{ 686 41.9 788 44.4 677 37.7 796 40.5 666 315 7B9 34.8 6S7 27.e 7a6 9/.0 e4f 23.9 7aB 28.1 GSt
1441n 47.7 546 442 504 36.4 546 3Y.0 490 31.E fi46 31.9 481 27.3 548 28.E 4B9 24.3 Bq6 263 479 2f.e 548 229 F74 182 549 18.5 .4 1a.e tH6 17.E 465 13,7 646 10S 448 () X
0 Q N
TABLE 72B 2ANCHOR CAPACITY ADJUSTMENT FORMULA: d s z mn
Anchor Capacity Tabla Qba) ANCHOR CAP.,,,w,,,, p O x0
SUDshat 27t mn:ree 351s CDIK. H.O.CUU FIIedcmu FTwOaO Msat (D9m)X( =ANCHOR CAP-„o O o N16'El. vb'ss Eke ytE FJco 111'SS Dco 810 Stea w129tm1 #12 steel MULLION CAP,,,�,,,,w
Anchor iype: 3/1C5tco Umacm v4'Elcouwacan 3'te Ota LNmem v4°E¢oVmacon VA W i 1 P,yT scmv(C5) USE THIS FORMULA TO OBTAIN THEANCHOR PRODUCT REVISED
AnchorCllp PaHeme Ultracon .%r URracm A SS EIE screw GS S 12
Edga oistame prig 1• 2•vz 1" 2-vz 3116" r 2-vz v 2-v2' 2' sve, z 0.43• 0.54• o.324' CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida
FrnbeMont(Ink 121a• 131C 13I4• 1,Y4' r 1-va• r-va• 1•va" 1•v4• 1-vb• 1-va• r ure• i-aar yaks ACTUAL PRESSURE REQUIREMENT FOR THE 9u11ding Code
2Ancron®4.79'Min t3.C./SiOrdanlorOe et alpffg/B2}: 3901Ds 9.Itn 4SDbs 880 bs 1644In 270 b9 HO Os 354 bs 74ota 97d In 6641m WIn 34110s 442 Ds 56oU OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01
4An:nafs®2W'Mtn O.Q lSfmrdant p%Cyaery ny(Fig 3} Jm tes 7407N 630IDa 1485 Dn u2i lbs NIA 560 Bn NM 6951bs 141A a7A Las WA 7i52 the 8858s 77Mba CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021
eA.11M 1.7PMrtQCrslanmm(ootaegClip(Flg4k B85bs 091 758In 1g46ICs N7A WA 705m1 NIA T991ts NIA wA IVA 1D22IM t3271D t6&31os MULLION.ITWILLYIELDAM,INIMUMANCHOR
4Aret,OM 0 T MIn.O.C,I NSArgle Cllpxl(Rg sk 17 Ws 7 Its 6aJ In IBM bs 1896In a40 bs 5lsl bs NIA 76DIM 74g IDS Sa In 1892 Da 692b5 Bw IM 112DItn CAPACITY WHICH MAY BE USED TO QUALIFY By
6Arctors®S•Mm.O.C.I(2)2s5Argle Clipsl(Fg 6y f170In 11701E 10201oe 2340 R8 264 b9 et % $401De NIA 114obs 1122bs 13M 1b3 28961ts to22im 1327In 1680In ADDITIONAL ANCHOR OPTIONS FROM THE Miami- � Pro uet Control
3AMM.01.31-Mln.O.C.I U.CV;Into.12E Ab-(Fig.77 NIA WA NIA IVA NIA NIA WA WA WA NIA Wq WA NA TUA 1D73 ANCHOR CAPACITY TABLE.
6Arc7no®0.6T Mtn.O.C./UC�p,NI0.12S Alum.O'Ig.Sk NIA WA NIA WA NIA NIA WA NIA WA N7A WA WA NIA WA ZI los
2 Anc7ors®268•Mn O.CI Ftllp(Flg Bk 370 In9701b1 315 Ibs 743 Its 712 bs NIA 2671Ds NIA 3tB 108 NIA 41A Ibs WA 391 lb d421Ds 550 In3AM"4'J 1.7l'Min.0.Q1 F421p(Rg.1Oh 443 b9 575 Ds 3791os 8731t8 NIA NIA 3531M NIA 38010s NIA WA WA 511 IDS 661 IM 8401ts
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE I: FIGURE 2: FIGURE 3: FIGURE4:
• • • • • • ® • TABLE NOTES: 2000'
i 11171
1)SEE1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR 1NFORMATlON ON LOADING.SEE SHEETS 2.4 FOR `� p1y LYIVIV •,�
GENERAL
RAL INSTALLATION METHODS.
FIGURES: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `��l•,•'' �10ENSF'•,1��.
• • • • • • • • • • .250' 4.000" - No.58705 �3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED IN � *�
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE /.'
LOCATIONS. _-0 (�
FIGURE 7: FIGURE B: F)GURE 9., FIGURE 10: %0•• ST TE 0 ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO.ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT T'•,
• • (FIGURES 586) (CMU)SHALL CONFORM TO ASTM C 90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE W ITH AN SG OF 0,55. i��s '•�LORIOp,••'G�2�
MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF A25"THICK.STEEL STUDS TOSEA MINIMUM GRADE 33 AND,045"THICK(18 2'X 4"X.25•MULLION //i5116 IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW // t1S\\`
• THREADS BEYOND THE MATERIAL.010 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.LYKIN MFLL�R2,P.E.
FL P.E.i,56705
TABLE13A
Mullion Capacity Table Ib3ffe A
e�a XI
Opening Width(for%crUraOy-sparlrhg mJ6ons)or Opaning Holght(for hcrimrdeB)�sperrlig m7Eilons) $
50 in 60 in 70 in BON go In 100 In 170 in 1g01n 18pN cb'�`gg
Reatangula TrLp 5.9. Rectangular Tapriden9. Radeng0far Trapr7dan0- Redangdar ltep/fdan9. Rectangular TMP/rdeng, Raefangniar Trap77-W. Reetengldar irepTdang, Ra ftmgdar Trap77'dang. Recta ter 7
2z6X.2b IDadn9 Loadpg LOadng Lo8ftg Leading Lfeda Lowing Lowing Loadng Lowing Leadng Lnedbg LDadnil Loadng Loadn9 Lmd1na LOadag Laadid� m 0
Alum.Tuba r r r n �.• r o r r r r a r E• a r r p a n r a r r :r oY- cwi
Mullion m�' a aG o o lY�. °k m K @. �G e < & r o
13 G v u 3� cRv a cR uv 3 c v u 3v a n' a 47 c� S 3 c3 3v� � 3�� u � N LL
e� g y� s a '� �� s b� e� _ _� 6 _� sa a $ d s� 99 @ s� j3 C)
�c Ewe" _ �� $� z� d`a� �o $@ a`� x'� Viz" �o $cam -<� �z �o s'� � rc a A� �¢ ~ W
421n 170.01 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 SD6 170.0 892 170.0 518 170.0 1118 170,0 521 170. 1240 170.0 521 17D.0 1488 170,0 SZ1 170.0 1735 170.0 $21 17D,0 1083 1740 $21 W _
48 N 170.0 708 170.0 524 170.0 850 170.0 584 1704 B92 170.0 B30 V0.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 110.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 650 W U)
7 cc
50.6251n 170.0 7Q tro.D SE3 170.0 696 170.0 63I I70.0 1048 770.0 (374 170.0 7185 i7D.0 723 170.D 7315 170.0 7{7 Vol) fg9b l70.0 756 170.0 1793 170.0 756 1ro.0'2092 170.0 755 170.0 2391 1740 756 N � a.q =
541n 170.0 797 170.0 612 170.0 955 170.0 691 170,0 1116 170.0 754 170.0 1275 170.0 903 170.0 t434 170.0 W7 170.0 104 Veil 858 170.9 1913 170.0 661 170.0 2231 170.0 861 170.0 25SO 17ILD 881 (�j 111 p O I-
�' 0
60In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 W0.0 1417 170.0 944 170.0 1504 170.0 998 170.0 1T71 170,0 W33 170.0 212$ 170.0 1083 1ro.0 2479 170.0 1G83 170.0 2833 170.0 1063
f"631n 170.0 830 170.0 745 170.0 f116 170.0 BSD 17D.0 1302 1740 040 170.D 1488 1TD.D 1016 170.0 16T3 170.0 1076 1ro.0 1559 I70.0 1122 170.0 2231 170,0 1189 170.0 2603 170.0 1171 770.0 2875 170.0 1171 Z
66In 170.0 976 170.0 789 170.D 1169 170.0 Boa 170.0 1364 170,0 1002 170.0 15s6 170.0 f088 110.0 1763 170.0 1155 170.0 1948 170.0 1210 WILO 2338 170.0 1275 170.0 2127 170.0 1286 170.0 3117 170.0 12BG y Q
c 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 170LD 14BB 170.0 1128 17D-0 170D 170.0 1228 170.0 1913 170.0 1115 170.0 2126 170.0 1397 170.0 25W 170.0 1483 170.0 2975 170.0 1529 iro.0 34C0 170.0 1530 W U g 8 U
76in 170.0 1122 170.0 937 170.0 1345 170.0 1D80 170.0 1570 17do 120D 170.0 1794 170.0 132E 170.D 2019 170.0 1421 170.0 2243 170.0 1505 INN 2692 170.0 1629 170.9 3140 1T0.0 104 170.0 3589 170.0 In$ � a � d c fi 1Z
ZE H r
78 In 170.0 1151 170.0 967 170.0 1391 170.0 1118 }70,0 1611 170.0 1250 I7oA 101E 170.0 1369 17D.0 2072 170.0 147d 170.0 230E 170.0 7564 170.0 2763 170.0 1700 170.1) 3223 1T03 1777 170,0 3083 1T0.a 1788 Q co a�
90 in 170.0 1329 170.0 1144 170.0 1504 170.0 13ZO 170.0 1859 T70.0 1498 170.0 2125 170.0 1653 170.0 2397 170.0 1793 170.0 2050 170.0 1910 17D.0 3788 170.0 2125 }56.D 3473 170.0 IZ73 1383 3f1J 170.0 2767 C) Z J Q W m
Q = Z 95N 170.0 1417 170.0 123E 1ro,0 1700 170.0 143{ iro.0 1983 170.0 1811 170.0 2287 170.0 17B{ i70A 7550 170.0 199E iro.0 2833 170.D toss 160.0 3189 170.0 2338 137.1 3I99 186.8 24ro 120.0 3199 558.1 2428 (9 F-. n g 40 4p
d N� QpQp
708 in 1TO.o 1594 170.0 1409 170.0 1913 170.0 1647 1)D.D 1231 1740 16)D 170.0 2550 170,0 2078 1W.0 2781 1T0.0 2x71 1[8.3 2781 161.8 2331 123.8 2781 1a0,6 2281 to4.9 2781 725.8 223d 927 2781 118.0 2190
III In 170.0 ISM 170.0 1454 170,0 1856 170.0 17DO 170.0 2293 170LD 1932 170.0 2021 170A 2149 151.8 2532 182.3 2245 130.6 2632 148.4 2216 113.E 203E 12a.4 2158 87.8 263E 115.1 2120 85.4 283E 100.3 2098 N LU
0 (D Y Y
120In 170.0 1771 170.0 I586 1ro.0 2125 170.0 1859 1544 2252 1548 198+ 135.1 2262 141.4 1964 120.1 2252 12T2 1938 108.1 125E 118.1 1916 BO.+ 220E 9B.0 18T2 77.E 225E 85.9 1838 67.8 ?252 01.4 1805 ® F- 1 cr)
144N 125.1 1564 125.E 1445 104.3 1564 109.1 1{25 88,{ 1564 913 1407 78.E 1664 80.7 1380 0a5 1684 72.3 f373 62.8 158{ 65.7 1358 621 1564 58.0 13311 44,7 1584 [92 1305 39.1 15B4 44.[ 1283 C1 N ¢ Q O
r Z
a� Como
TABLE 136 ANCHOR CAPACITY ADJUSTMENT FORMULA.-
0a e
Anchor Co act Table Ibs ANCHORCAP,,,o,, 0 �i$ EC 'y p�7�
A. ol
uMimle: 2.7k CMcreN 7.5k Conn, Hollow CMU FlOed CMU PT WOrA Metal (DP.�)X( 1=ANCHOR CAP...
Anclror Type 3f76'E1coUllracal 1/a•ElcO UUreem Y16'Eleo 3116`EloO Ultra- 1!4'E1co l8woon 1!4'SS Eko SYB'ElcO i!4'S6 Ek0 g106ted A125teal q12 SteelMULLION CAP.,,,„,,,,,/ PRODUCT REVISED
Anchor C9p Patterns ulsacon AggleGamf U9tacon Aggre6amr8aew(G5)Screw(GS) Sa (G5) USE THIS FORMULA TO OBTAIN THEANCHOR scomplying with theFlorida
pstanee Mg 1- 2-M72' V 2-1r4• 3-1t6• I' 24ir 1• 2-11r 2' 34V r 0.48. 0.5V 0,324• CAPACITY REQUIRED"CORRESPONDING TO AN Building Code
bldnml(hr la1a10 1a14• taro• 2^ 1-1/e T-114• 1-t14' 1-1/4' 1.1/4' 1-1/4' r 1a18^ 1a18' canoe ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2Anchca®4.7SMie.O.C./9190d8p(FIg.162): 3901hs 390 ms 453 ma age fee 1644 bs 270 roe 2Wlbs 3M iM 7401M 3741M 6641bs 9451be 1471bs 4421M Fe lba OPENING,WHEN iT IS LOWER THAN THE MULLIONEXptratbn Date DS/2612021
4 Anchon @ 4.68'NJR O.C.1 Stan CIID ff1&3): 750 ms 780 ms 9031bs 17801M 32321bs 545 ma 56D$be 708Ibs 1480 ms 748 We 12M Ibs 18921Gs 682 ma Be51M 1120Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED
8A.c-@1.71"Mh O.¢15te0t)CIO pg.4} 1780fM 14DO Ibs f01UfM 2595 ms WA WA 0401be WA toss lM WA WA NIA 1363 the 177a ma 22401be MULLION.IT WILL YIELD A MINIMUM ANCHOR4 Ah..@ r Mtn O.C.1(2aps I pg.Sp 7801M 780 ma 680lbs 1560Ibs 1998 bs 5401ba 58O ms WA 760 be 748Ibe 8801W 1892lba 682 lbs 8B51M 11201M CAPACITYWHICH MAYBE USEDTOOUALIFY
8 Anchors @ 3•Min O.C.1(2lips/¢ig.5): 1560lbs 15601M 1360 ms 31201be 3792 am IWOms 1120 ms WA 152a IM 149S ma 1760 ms 37841ha 1363 lbs 1770Ibs 2240 lb a ADDITIONAL ANCHOR OPTIONS FROM THE
12 Atshon @ 13•Min 0.41(2)2.5 Angle ale I(F'1p.7): 18601be 2100lbs 1440 It, 37801M WA WA 13201bs WA 1500IM WA WA WA 2045 ms 26541M 3XO[be ANCHOR CAPACITY TABLE.
4 Andras @ 1.34'Min.O.C,I1)Cltp,W0.125"ANm.(Flg.8): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 It.
8 AmhOte @ 0.64'Min.O.C,1 U47ip,Into.725'Num.(Flo•8j WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 2861(be I-�2
2And-04.60'MN.O.CJF-ap079•1 3901M 390 me 4501M 89 lbs IBIS Me 2701bs 280lbs 3541M 740 ba 3741M 636ms 945lbs 347IM 4411M 560 ms
4 Anchae @ 1.71"Min.O.CJ F-CIO(F10•itk 590 lbs 700 lbs 5051M 139516a N/A WA 470(be WA 633 ms WA I NIA NIA 1 6821bs 8851M 11201W 250'
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES:
:GORE 1: FIGURE 2: • FIGURE 3: • FIGURE 4: FIGURES: FIGURES:.IGURE 10: :GURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
• • • • LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, 1Ny LYNN//l,/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ;)1�..•• /LI/ ���
• 6.000"
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS Q,: '.•'p
• • • • • • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON No.58705
FIGURE 5. FIGURE 6: FIGURE7. SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �r
ANGLE - _-
• • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM P00.WOOD SHALL BE PRESSURE-TREATED %O SATE
• • •• • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125'
MUST BE �i(C •;°(ORIDI". ���
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045"THICK 18 GAUGE).STRUCTURAL STEEL TO �i s '••-
• • • • • • • • USED IN BEAT LEAST.125"THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW ,S�O/1J(p�`
THREADS BEYOND THE MATERIAL,#10&912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 SS. 2 MULLIONS A'tHMN I'�14hE*,1P.E,
FL P.E.#58705
TABLE 14A ®�^ �
Mullion Capacity Table sffe
Opening Width(for eertically-sporind mutlana)o r Opening Helght(forhodzcntaly-sperring MU0ons)
501n 601n 70In 801n DO In 100 in 120 in 140In 160 In
Rectangular liapRlarg. Red.gda- 7rapT4ang Rectangular Tmprnwo. Radargular Tr°prrdarg, Rectagular T,,,IT441p, RectwVulw Trdp'Mang. Rectangular Tr iarTri rg. Redagdar Tmn(TAag. Reolxneular Traprtdang. V
126"x 2.11" Loading lwdirg Loading Loading Loading taadinA Loading Lmdlrg Itadirg Ukdng Loading Loading Loading
g Load,
71ng Loading Loeft Loa]Irg UxSIng
x.125"Alum A. , r r 2• 2r n y,
Tube Mulls 13a
is U 1
421n 144.21 526 767,0 LIJ
428I
5% 1419 419 1030 6% 13&9 414 e0.7 526 1346 411 801 526 134.1 411 721 6% 1341 411 60.1 526 134A 411 81.8 526 134.1 411 45.1 526 134.1 411 w 2 x
40 tq fi 6.6 403 108.0 333 403 947 30 69.0 403 WA 320 60.4 d03 81.4 317 53.7 403 76.1 316 4$3 403 78.6 314 40.3 qm 78.6 314 34.fi 403 78.6 3t4 30.Z 403 7$6 314 K � C0
W.625 in 82.3 362 91.0 301 362 79.3 234 5&8 362 71.9 289 51-5 3R, 67,2 286 45.7 362 64.6 284 41.2 362 636 283 34.3 362 lLt.6 293 29.4 362 63.5 283 25.7 382 63.5 283 F o x
591n 67.8 ale 74.1 %7 318 643 261 46.5 318 57.7 25B 424 318 63.5 253 37.7 318 60.8 250 319 318 415 249 29.3 318 49.1 248 24,2 318 49.1 2Q8 21.2 318 49.1 248 l2 fi1 O ~ t
a m C y c 601n cab 258 6&1 219 258 457 214 35.3 25B 40.7 210 30.9 2✓5 37.2 207 27A 258 34.8 204 247 250 3&4 203 208 25
8 32.2 201 17.7 258 322 201 i$5 266 32.2 201 (n O Z
J 63 h 427 234 46.6 210 2M 39.1 195 30.5 2M 34.7 192 26,7 =4 31.6 1B9 217 234 2&4 168 21.4 234 2&0 184 17.8 234 Z.6 1B3 15.3 234 28.5 183 13.4 234 28.5 183 W
f e81n, 37.2 213 39.4 183 31.0 213 33,7 179 Z&5 213 29.8 178 Z3,2 273 27.0 173 R-e 113 ai 170 1&0 213 23.7 1W 135 213 72.2 t87 13.3 213 220 168 11.6 213 220 ire Z m = I
72N 28.8 178 30.1 155 23.9 179 25.8 152 20.4 IM 2Z5 149 17.8 178 20.3 147 16.8 179 19,7 145 z J C)
W Jlo
78N 243 161 25.4 140 20.3 161 21.6 131 1T.4 161 19.0 135 1$2 167 17.0 133 N ..J 4a 1z
78 In 225 1b2 235 133 1ae 152 1&e 131 1&1 152 17.5 123 7 ¢ ra r .�-
TABLE 14B °z_ F 04 ¢ rn rn
ANCHOR CAPACITY ADJUSTMENT FORMULA: Z
Anchor Capacity Table bs O Q X Z to tD I
9rLt121c 2.7k Cotrete 3.5x Cax. Hotm7CMU ANCHOR CAP..,„,.,,, a m g0 m0
Fmeacuu PT Woed reds (DP_) )=ANCHORCAP.u, $
5n6'Eko MULLION CAP, ,,w o
AMna Type T16'EXO utrdcal 114'B[OURracm 3116'Eko Ult2oon 1/4'EIcO UIBa[on 1/4'SS EIco 5116'Elco 17d'S3 Elco q10 Steel 412 Sites pit Sta:l to hl Anchor Clip Fatlama 111-nn Aggee3ata ultmcon Aggt3ator scmw(GS)si,nm(G5) screw P5) USE THIS FORMULA TO OBTAIN THE"ANCHOR � X Y Y i
Ea)e 0tttarce(ink 1• 2412• r 2-V2' 3-t7a• r 2-trr I.
alrr r &v6' z 04B• 0.54' 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN 0 fn
EMbanent k tad• tarn 1a14• I-W Z' 1m4- tau' 7-t/4+_ 7-vb^ 1-v4' t-va• 2' 18yw tear' 1a1e9 ' ACTUAL PRESSURE REQUIREMENT FOR THE U C4 Q 4Arcroe®3•EAn.Oc.7 zr5.4nglealpsl(F)g t) 7ebfa 78D ma Beo1� 156o 1es ta16>Ds 540 as 56o1ns wA 7w hoe 74a Im aeB lln 1m2lra ®2 tos ee5>a 1d3 uOOPENING•WHEN IT IS LOWER THAN THE MULLION c2 Q O O
CAPACITY(FROM THE TABLE)OF THE SELECTED 0_
MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY c0i
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
F-Pi Date 05/26/2021
TABLE NOTES: BY
Mtann-Baq Product Control
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS,
FIGURE 1: '
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE,
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
Le I F HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2116' f
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. II I
ANGLE CLIP MUST BE USED IN PAIRS, 1 125' L l l l l 1 r l r r E
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATION HOLLOW AND GROUT-FILLED ` ()JAY LYN,y
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED 0�T � Jh •......... �j
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND SEA MINIMUM OF,125' I �1�;:"t_LCENSF •�C�
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04T THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11'X.125"MULLION '
LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) *;' No.68705 =
THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S,S. =
CC
i s ...........
. , G
'ONAL EN 0
A.L`r<NN MILL1ER,P.E.
FL P.E.#58705 {�
TABLE 15A ® � 8
Mullion Capacity Table(Ibcfltr)
Opening Width(for vertically-sparring muGons)or Opening Haight(fcnccn=nta6y-6ParWrg mWlons)
50In 60 N 701n 6o N So In too In 120 In 1401. 160In a
Re.bmg4lar Trap'M-9. Rectangular 7nprtdang. Rectangular Trap/Tdang. RectangWar 7r.prtdang. Rectan9ula TFap70lang. Reden0alar Ttap/idarg. Rectanguhr Trept7darg, RettangNa T'pRden& Rest^nfylar ➢aP/7rim4 9`= w
325"30 Loading Lowing, Leading Laadrg Leading L-Ing La.dn9 Loadna Loeding L..Ang Leading Lending Leading Leading Loading Loading Leading leading o2 U
DECN
G.AL p I
r r rrr"'S u a L•-- m BAYMULL g g6� � s� `Ir g §€ aN s� ° t g a9 z zv f �eig sae me a �� k �� le m rc �� 2d LLJ421n 170.0 170.0 426 170.0 744 170.0 473 170.0 668 170.0 608 IN.0 992 170.0 519 170.0 1115 170.0 521 170.0 1260 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 521 J �48N 170.0 t70.0 524 f70.0 850 170.0 584 170.0 992 170.0 B30 170.0 1133 170.0 661 170,0 1275 170.0 677 t70.0 1417 17Q0 680 1522 1522 170.0 680 /3A.5 1522 170.D 680 1t4.2 1522 170.0 680 � !n50.6261n 170.0 170.0 583 170.0 898 170.0 B71 170.0 1048 170.0 684 170.0 1155 170.0 723 170A 1345 170.0 767 764.2 t4U 170.0 756 1369 1443 170.0 756 117.3 1443 1T0.0 756 f028 1{47 170.0 7360 Ill54In 170.0 170.0 612 170.0 966 170.0 891 170.0 1116 170.0 764 170.0 1275 17Q0 803 160A 1353 170.0 837 144.3 1353 170.0 856 120.3 1363 170,0 861 103.1 1353 170.0 861 S0.2 1353 170.0 861 60N 170.0S 170.0 701 17D.0 1063 170.0 797 167.0 1218 170.0 673 746.1 1218 170.0 gH 129.9 1218 159.8 W6 116.9 1218 1S2.1 924 87.4 1219 146.1 913 83.5 1218 146.1 913 73.1 1218 146.1 813 F-• V63 in 170.00 170.0 745 170.0 1116 f70.0 650 150.2 1150 166.8 933 131.4 1150 153,D 914 116.8 1150 1419 B98 105A 1150 1342 685 67S 1160 126.7 e71 75.1 1150 126.2 870 6S.7 1150 1262 670 2 LLIZ
z Dm66m 170.D 170.0 709 152.4 104E 165.8 881 130.6 1048 146.6 884 114.3 1048 133.1 050 f01.8 1D48 123.4 839 91.4 1048 116.6 830 762 f048 109.4 821 65.3 1048 105.2 A18 57.1 1048 1002 BIB ,c72N f40.e 1{7.8 764 117.4 880 126.0 745 1006 860 110.5 734 88.0 880 100.0 722 7&2 880 920 712 MA 863 862. 703 68.7 880 792 693 50.3 863. MIS 668 44.0 880 76.4 688 jleN 11@,7 125.t fi90 99.5 790 108.4 076 05.5 790 87.3 663 N.8 790 83.9 652 fi6.5 790 76.9 fi43 59.8 790 71.7 835 49.@ 790 AS.1 624 '12.8 790 62.1 fi19 77.1 790 61.5 61778N 110.8 115.5 857 92.7 750 9&1 644 79.1 760 85.9 632 69.2 750 77.1 621 61.6 750 70.6 612 55.4 750 65.7 W5 462 760 50.4 594 39.6 750 562 588 34.8' 760 55.5 68690 In 72.1 3 74.4 500 AMA 563 629 491 51.5 50 54.8 483 45.1 563 489 475 40.1 SW 44.4 466 36.t $63 449 462 70.0' 563 35.2 452 25.8 S63 333 445 22.5 583 31.1 462 H Q D3 Z
'JB In 59.4 5 61.1 443 49.5 495 51.5 435 424 495 44.8 427 37.1 495 39.9 421 33.0 495 38.1 416 29.7 495 332 409 24.8 485 29.1 400 21.2 495 28.5 394 16.6 495 25.0 390 c- D LW R� O flu
106 in 41.7 1 426 353 34.8 391 35.9 348 29.8 391 31.1 342 26.1 391 77.6 337 232 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 u1 14.9 3B1 17.8 315 �+ 0 3Ill In 35.4 39.2 3335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 3T0 22.8 316 192 370 20.9 312 16.0 770 18.1 305 0a LU60 U1201n 30.4 30.9 289 25.3 31 226.0 284 21.7 317 22.5 200 79,0 317 19.9 276 Fail 117 17.9 273 F� UMC1441n 1T.6 17.8 203 K a Z m(n (n
TABLE15B ANCHOR CAPACITY ADJUSTMENT FORMULA: v �o m�
Anehor Capacity Table bs ANCHOR CAP.,m,,,,,, a�
Subslnte: j
ontrol. 3.Sk Cone. HdNwwu Filled CMU PT Wood Mebd (DP.)X ANCHORCAP.,,,
Sr16•E1co 1/4"6SEb05116-Eloo 1/4'SSEIto MOsted 9126ied s125ted MULLION CAP.,,"„".. PRODUCT REVISED
Anctar Type: 3I'a'Eko Ultre 1N•Eke UOncan 31t6"FJce Ulumon 1Po'EkO Ultraeon as complying with the Florida
Anchor Clip Pattema ulnscon A99MG4br Utncon A90.0aton Smew(GS)Scrae(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Building Plying
Edge Dist-.(Ink t' 2. 1• 2-12' 3.1I8" 1' 2.12' 1' 2-Irr T 3-119' T 0.48- 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN NOA-No. 17-0630.01
Embedmed(Nk t'm. 1 13/4' l V4' 2- 1-1/4' 1•V 1-1-1/4- 1-7k' 1-0/6' t•7!4' T t-are" t-3/e• caries ACTUAL PRESSURE REQUIREMENT FOR THE
2Anttltra C�S MIn.O.C./(2)2a5Argo Clpa I-I' 3sD ins 39 4YJ ma ego Ibs t7oo 15c z7o ins 260 ins 354 Y 7aQ Ibs 37a ll>s 7za Ins 9d6 ma >41 ins 4az l5s 500 ins OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021
4 Aahors®3S Min.O.C.1 R12a5 Argfe Clips/(Fq.2): 700 0s 78 7901bs 187016s2525 ps 510.Ts 5&31ba NIA 7120 0s 74B Ibs ego Im 1mz Ile sez ins eas I.a 112o Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED6 Ambers®2.71'MIn,O.C.1(2)21S An&ai I(Flg.3), 17201bs 112 9581be 22461W 22541be WA 0408ss WA 105916s N7A 732010s IUA 1022 Ns 13278:s 16801bs MULLION.IT WILL YIELD A MINIMUM ANCHOR y
CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Dr tle Prot uct Control
-- - ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1:
TABLE NOTES:
El 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
L17111111I//I
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23, .125"
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. '� '•
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. � Q-:' '•.���^
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" llr: N0.5B705 ^_
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063•T6 AND BE A MINIMUM OF.125° '
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30°BAY �� Mql : CULEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND MULLION - (V
• • TFIE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-B S.S.OR410 S.S. C�`S'••:t.<ORIDp•..•' C��
�/
ANGLE CLIP(FIGURES 1.3)MUST SE USED IN PAIRS. �/ `\ -
�NAL
A.LYt•{IG1bil LER,P.E.
FL P.E.#58705
TABLE 16A �
® ^ g
• Mullion Capacity Table bsIR7
Opening Width oaroerticahsparvirg mullions)or Oponing Hoight(br Fad=lta*spanring mTtons) a!d
50 In 60 in 70 in 801n 90In 100In I 1201n 140In 160 in x k
Rectan9uba Tw/lidara. Redar9dar Trap71dam Rmlenoft TraprTdang, R-W19ak4 TWrr61ng. R-b qu.'er TraplTdar9. Raa npder TraplTdan9• Reetan941er `imp'Ttl 01 Reetangubr Trapridang. Reeta vm LapRrienp.
325"46 Load1r9 Loafing Loafing Laadng Loading L-Ing Loedme Loedm9 Laading Loading Loadm9 l.oading Loadn9 Loadn9 Loafing Loading Loafing lnadng ^a.' u
OEG.AL a n p z• a p 2: n a a a z• a n x a z a p r p a a
SAYMULL
a i> 4i ri O O o c3 u c� A o Pi u 1S a ,i 49 U A ii` o So S 3 a iz 3 9 N U
`e 8g a 6� S� S� Sp ¢ !1r s` a 5 e Q' ❑ o
`� U) „cN
d�`d �o drc Sg did �� d$ E d`a doe d�`d d`ar0 � d`¢ �orc s- da 2� <a E� O W
42 in 170.0 SM 170.0 435 170A 744 170.0 478 170.0 W8 170.0 505 170.0 992 170.0 519 170.0 1115 170.0 521 170.0 1240 17¢0 521 17D.0 14BS 17D.0 521 170.0 1735 Vol) 521 160.3 1871 170.0 521 vWi ,J u)
48 in 170.0 708 170.0 624 170.0 BW 170.0 SM 170.0 B92 170.D 63D 170.0 1133 170.0 661 170.0 1275 170.0 677 170,0 1417 170A 66D 163.7 1637 170-0 680 140.3 1637 170.0 6W 1278 1637 170.0 68D N
50.525In 170.0 747 170.0 50 170.0 896 1710 631 170.0 1046 170.11 634 170A 1195 170.0 723 170.0 1345 1T0.0 747 170.0 1494 170.0 756 147.1 1552 170.0 756 126.1 1 1552 170.0 756 110.4 1552 170.0 756 W O
541n 170.0 797 170.0 612. 170.0 956 170.0 691 17D.0 11111 170.0 754 170.0 1275 V0,0 $03 170.0 U34 170.0 837 1552 1455 170.0 856 1 t29,3 1455 •170.0 881 110.8 1455 170,0 861 97.0 1455 170.0 881 J j co W
60In 170.0 885 170.0 701 170.0 1053 170.0 797 170.0 1240 170.0 878 157.1 13D9 170.0 944 139.7 1309 170.0 Me 125.7 1309 163.5 994 IDRB 1309 157.1 832 89.8 1309 157.1 GM 78.6 1309 167J 962 F- U V U
MIn 170.0 930 Ilel) 745 17D,0 1110 170.0 650 1829 1247 170.0 9W 14ZS 1247 164.6 963 12ILT 1247 1528 965 114.0 1247 140 952 95.0 1247 138,2 WS 81.4 1247 135.7 M5 71Z 1247 135.7 05 W
Z a. m x
Be in 170.0 074 170.0 789 170.0 1169 1709 903 tIBA 1150 1817 965 129.9 1190 147,9 945 115.4 1190 136.5 928 103.9 1190 IZB.4 614 68.8 1190 1195 895 742 1100 118.1 e93 84.9 1190 118A 8M Z U 8
$ J€ sU
e72 In 161.E 101a 169.E 877 134.7 1010 144.6 85a 115.4 ICID 127.2 1 842 101.0 1010 114.7 828 89.8 1010 105.6 817 Bea' ID10 06.9 601 67.3 1010 90.8 795 57.7 1010 67.6 790 60.5 1010 97.7 7a9 a � �� $ Z
761n 137A 908 143.6 7B2 114.5 We 122.0 775 88.1 606 107.1 761 85.9 906 86,2 749 76.3 9W 66.2 738 88.7 Me SU 729 57.3 9D5 74.7 716 49.1 We 71.2 710 429 SM 70.6 708ig a �
J J
Q
E Tarn 127.1 661 1- T54 1059 B81 112..5 738 90.8 881 see 725 79.4 MI $8.5 713 7od 851 81.0 708 63,8 eel 75.4 694 639 861 08.1 $81 45.4 361 a4.5 R5 393 881 53.7 672 Z I.- Q ¢ 01
9DN 827 E46 a5,1 574 68.9 646 77-1 W 69.1 6" Me SM 51.7 w 56.1 545 48.0 848 50.9 537 41.4 646 47.0 530 31.5 646 41.5 619 29.5 648 382 511 25.9 6W 38.5 507 F CO Z N r
L7 co f0
BB in 682 58D 70.1 503 58.5 6W 59.1 dB9 48.7 5B6 51.4 491 426 S88 45.9 483 37.9 W8 41.4 47S 34.1 50 3&1 470 2B.4 568 33.4 459 24.3 668 30.5 452 21.3 588 28.7 447 a U) LU P _O joo i
1n LL J o'
108In 47.9 449 a8.9 405 79.9 449 412 399 342 449 35.7 393 28.9 Ma 31.7 361 28.9 4W 28.8 362 23.8 M9 26.1 377 20.0 M9 22.7 368 17.1 448 20A 361 15.0 449 18B 358 W Ur
1111n 44.1 425 45.0 385 30.8 125 37.9 379 31.5 425 328 373 Z7.8 42S 29.1 361 2A.5 425 202 362 221 125 24.0 35B 164 425 20,7 350 I5,8 425 16.8 3W ® U U
1201n J4.B 384 35.5 331 28.1' J64 79.8 326 34.8 381 25.8 321 21.8 364 226 317 19.1 3B6 20.5 313 17.5 364 157 309 = U 'In Q
1441n 20.2 253 20.4 233 10.8 253 17.1 230 Q co
O
7ABLE 16B } - m0 ma
ANCHOR CAPACITY ADJUSTMENT FORMULA: c0i b
Anchor CapacityTablelbs ANCHOR CAP.m,,,,,, E m o�a� j
suosbate: 27k(brelma 3.5k Cano. Halkw CMU FlN,e a4U PT Kbod Mehl (D u,)X( -ANCHOR CAP.,
91V Eko 1l4'SSEka S/t6•Elao 174°85Elca #10 steal 6126ke1 972 sled `MULLION PRODUCT REVISED
Aratw Type 7ItE Eloo Ulaxm 7I4•Eko Ultraean 317C Eka Nincon 1T4'Eko Ultmaon as complying with the Florida
Anchor ClipPatterns Ulbe.. AgO�aa+alor Mmoon AggmGaW Sa (C5)scree(GS) Ssmn(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge asfame M7 1• 2-Ire 1' 2-142' 3.116• 1• 2-In• r 2-L z• NL 2• 0.48• 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Bedding Codo
NOA-No. 17-0630.01
Embedment On): 1374- 13r4' 1-314• 1J/6' Y 1.1l4' 1-114' 1.1/4• 1-1f4' 1•tl4' 1-114' 2• tar6• lore• redo ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anton @ 5'Min O.C,1(2)2.5 Ar91e alp,T(Fig.17 3EY)an 393 ka 450Ibs 890 Ioe 1700 me 2701bs zea loa 354 ins 74n lhv 3711bs T20Ibs 5461b, 3411ts 442I1n 560104 OPENING,WHEN IT IS LOWER THAN THE MULLION E piration Date 05)26/2021
4 Amhom Q 33'Mn 0.0,12)2,5 Angle Mp3I(Fig.2} 780 Ou 7801bs 7901La 167D 1bs 252511n 5401bs SBOIbs wA fl20166 74e Itxi 88D tbs 1 1892 ins 8821bs ee51M 11201os CAPACITY(FROM THE TABLE)OF THE SELECTED BY
6 Anchom @ 2.711 Min O.C.12)2x5 Angle Cnps I(Flg,3): 1120lbs 11201ba 953 U 2246 ibs 225411a wA 840Ite WA 16591bs wA 13zo roe wa t9z2lW 13v 1eo tse0 ma MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Da roduet Control
-• ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1: ANCHOR CAPACITY TABLE,
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. '
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3)MULLION E DRILLED IN CUPS SHOWN ARE NOT IM SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 1-23. \\711 NY LYN 77jri
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-7.3. .125" 45° `�� �0•••""•N/N/
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ti ��1�,••'•�ICENSF'•,(��i
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' Fla.58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED * •: 7t=
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" -O
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT r �
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45°BAY �
W %O TATE F�
MU ON
• • THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,1"B.S.OR 410 S.S. F ��
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS.
A.L7YNNih1)gdET2,P.E.
FL P.E.#58705
s
1
^-I 1.000• r- 1.000"
y 1.000" }- -1 1.000
.125' �° .125" FFj
2.750" 2. .125" 3.t25" .125" 3.188"
.125" F .125'2000' 2 - .125"
2.116 N
.125' .265' 1 U
o � W
650 .125° z w N W
375" 375" 'l ,500" O
( _T _ _T T '900" T J U)
VX2"X.125"MULLION 1•X2"X.375"MULLION 1"X2.75"X.375'MULLION 1'X2.75"X.850'MULLION 1'X 3.125"X.5"MULLION 1.25•X 3.188'X185"MULLION 1.26•X 2.1 V X.125^MULUON U)
6063-T6ALUM. 6C63-T8 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063.76 ALUM.X-SECTION X-SECTION XSECTION XSECTION X-SECTION X-SECTION XSECTION W
}-j�.126° a m 2 M LU
LU
II^ .125" q F O fO C7
�I1f Z
STANDARDCLIP 12X5 ANGLE CLIP TABLEA ? m $ eU
2 GOO• 6063-T6 ALUM. 2 125° 6063-T6 ALUM. Dimen6iort Valuc(In) For Mullion: W _ .�
X-SECTION ( U•CLIP 2.000' XSECTION -- A 1.825 Q E i;0
I I 8083-T6 ALUM. J p,o eZ
•125" X-SECTION .125' 0 2.6U I X2'X.125" < J Y
C 0.895 Aluminum z ¢ U G
TT-- Tube Mullion F z N
.125"J I I D 0.740 a Q 3o mfO
---i.740"F--- A 1.125 n Z m t 3�
1'X2"X.375" `o W O
5,500' B 2.404 ® w J
CUT HERETO .375^ 635 Aluminum
.375° I.--. 3.125°-�{_CREATE F-CUP,SEE MIN. �5.000•- --{ C 0' Tube Mullion V = Q
MIN.
I r DETAIL F,SHEET4 .375'M(N. !-- D 0.490 (7 Q Q Q
TCENTER
338"MIN. A 1.875 d Z zU
r-------� r-------r ----- 1"X275""X a2-1
- u O I I I I A V-CLIP A F.�-_ __ B 3.000 0 8 m tt
L_ _____J L-------J 6063-T6 ALUM. �_ ___________________� .375Aluminum A i-i d�
TOPVIEW 2X5ANGLE CLIP C 0.757 TWbe Mullion
6063-T6 ALUM. D 1.118 PRODUCT REVISED
4 STANDARD CLIP TOPVIEW as coin lyqing with the Florlde
E CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 Building Codc
6063-TB ALUM. DASHED BOUNDARY.SEE SHEETS 5.18 FORTHE B 3 000 1°e5"X NOA-No. 17-0630.01
Z..TNTE�OF ANCHOR HOLE MUST LIE TOPVIEW NCHOR ANCHOR O.C.DISTANCE,MA)GMUM ANCHORHIN THE DASHED BOUNDARY.SEE IE HOLE DIAMETcR:ANCHOR DIAMETER+1H6". C 0.476 AluminumExpirtion Date 05/261202'1SHEETS 5-17 FORTHE ANCHOR O.C. ASHED
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE D 0 836 Tube Mullion gy
DIAMETER:ANCHOR DIAMETER.11161. SHEETS 5-17 FOR THE Mlaml- a Product Contro
ANCHOR D.C, TABLE B A 2000 1'
DISTANCE MAXIMUM PGT Part# B 1"X3.125"X
2837
.375°
ANCHORHOLE Mull Dimension(sheet ,500'Alum '
5.500" MIN. DIAMETER:ANCHOR Mullion Std.Clip Offset Clip P 9 U-Clip An le Clip C D.863 Tube MuMuff.375" DIAMETER♦1116'. - - D 1.137
MIN. V X 2"X.125'(5) 66605 666113M 6661118M 666243M 6W511M A 2.825
r---- -------
r-----------�- 1"X2"X.375"(6) 666006 666114M 6661119M 668244M 668512M B 3.262 1.25°X3.188'
1"X 2.75"X.375"(7} C X ^
0.862 Tube Mull
B 1"X2.75'X,650"(8) 6660E 666116M 6661121M 666246M 666514M D 1.762 1t fl
I i I D I 1"X3.125"X.500"(9) 65637M 6861116M 6661114M 666242M 666515M 1,26'X2.111.121
L -- - -J 1.25"X3.188"X.26B'(12) 66641M 6661117M 6661113M
_______ 666241M 666516M A 1.813 Tube Mull ���•' �1cENSFil�F
4 � I 1.26'X2.11"XA26'(18) 69370 1 WA N/A WA 668517M No.58705 •�
C OFFSET CLIP NOTES: _
*• *_
6063•T6 ALUM. -y
.740° I TOPVIEW 1)HOLES TO RE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Qom'•, S �44j-
^5 2)SEE SHEETS 5-9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE.
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FL P.E. 8705
1.000' 1.062".-{
.063" .386_
.062'
062' r O
.438" All
4.CDO" '1 STANDARD CLIP4.000' 4.000' 2.625" 2.000" 6083-TU ALUM. 2.126" 2.000" 2X5 ANGLE CLIP Ee125" X-S£CTION BC63.6ALUM. 606SE ALUM. C4 X-SECTION I X-SECTION .125' V
.125' .125° L
O ��
Z
.037" 125„� O Z
r CENTER OF ANCHOR HOLE MUST LIE WTHIN THE J O
.125' 165"J DASHED BOUNDARY.SEE SHEETS 10-20 FOR THE Cn
�3'7f'5" 375° ANCHOR 0.0.DISTANCE.MAXIMUM ANCHOR 8 S
-F I ED
HOLE DIAMETER:ANCHOR DIAMt='fER+1/16'. W O o❑ (n
I X4'X.125' 1"X4"X.37.7 1'X4-X.376' 5.500" m
MULLION h1ULL10N 'T-MULLION CUTHERETO 6.000' 375` '' Q 0
6063-TB ALUM. 6083-TB ALUM. 6063-T6 ALUM. 37�r. 3.125"-�i CREATE FCLIP,SEE •375" ��MIN.
X-SECTION %SECTION %SECTION MIN - N
DETAIL F,SHEET 4 Z y
omy cN 1.260° .375° g g g eU
TAmoer 1.594" I CENTEROF r--------- -----------i .375" ,�i
L
1.594' xweo• -r_______, r_______� .I 0 d 0
I I I I I ANCHOR HOLE I MIN. E 5 rcZ
1 I 1 I I MUST LIE WITHIN 1 t J D-
I I I I I THE DASHED I I ¢ J `- �
I I I I I BOUNDARY.SEE I Z 0 Q rn 01
I I I I 1 F SHEETS 10-17 1
2.876- ___ + -_ rg FOR THE F 1__-_-_-_� Q Z.Z
I I I l u I 1- Q d 90 m0
F ANCHOR O.C. 1 I 1l) s
.100"Z1.25T
3.9, 1 1 I I I DISTANCE I I Z
3.250' I I I I MAXIMUM 1 i W
.100" I I I I I I `1 Y
0" I 1 I I i ANCHOR HOLE I I J 0 CO
I I I I DIAMETER: I I ♦- }�
.10D° L ______J I L_______- ANCHOR t________________ U Q O O
.100' DIAMETER+1/18'. _-_-_ D¢.,- Z O O
�O s.0
2X5 ANGLE CLIP a
.820" 624' rh STANDARD CLIP U-CLIP 6083-T6ALUM. a�-3
_� 6063-T6ALUM. 6063-6 ALUM. TOPVIEW �°`� �
1"0° ,� 820. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW
WITHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED
125'X3.26'X.100' 125"X 3.25°X.624' 1.25'X 3.94'X.624" SHEETS 10-17 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. as comp)Yln9 with the Florida
MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmenalon Value(In)For Mulilon: Dimension Value(In) For Mullion: Building Code
MULLION NOA-No. 17-0630,01
60-SE ALUM. 800SECTI N 6006-T6 ALUM. DIAMETER:ANCHOR DIAMETER IM6°. F 3.687 1'X4"X F 1.938 1.25')3.
X-SECTION X-SECTION X•SECTION
O 1.000 .125' G 0.500 X.824' E:xpimtlonData OS/26/2021
3.469" H Z680 Aluminum H 1.438 Aluminum
I-•�2.661'Q-
30' QU
.375' 5.500"� 375' I 3.757 'Nh.Mullion I 3.250 Tube Mullion. �' i
F 3.187 1"X4"X F 2.625 1.26'X3.94" u� Miami ado roductControl
MIN. G 0.757 .375'--- ---� r-------� H 3.000 Aluminum I 1.500 Aluminum
I3.000 Tua 8°T' 1 3250 TWe Mulilon F 2.250 125"X3.26° F 2.813 30' a G 0.760 X.100" F 2.876 45'B M H 1.500 Aluminum.125" 2.250" i I I I 1 I I 3.250 TubeMWron i i I H i z5D"45'BAY MITABLEDp6T Part# � N N30'BAY MULU6053-T6 _�_______� �_ _____� Mull Dimension �.......••6003-TB ALUX-SEC (sheet#) Mullion Std.Clip O9set Cllp U-Clip An01e Cllp j `�1��' LICEN$F �C�/i
%•SECTION 1-X4'X.126'(10) 69364 666111M 6661122M 666241M 666518M zQ '�� %
G 0 FSETCLIP E _*t No.58705.125' 6083-T8 ALUM. 1-X4'X.375'(11) 66610 686112M 6661123M 666242M 866519M
,226'. TOPVIEW P X4"X.375"'T(11) 66653 666112M 6681123M 668242M 606810M
NOTES: 1.28'X3.25'X.100-(13) 20160120312 6661127M 6681124M 6ED2410M 666511SM %?J
126'X3,25'X.624'(14) 20161/20315 6WI128M 6661125M 8E82411M 6665116M i0T••. ST T£O /;'•(V��
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
1.25'X3.44'X.624°(15) 20162 16661117M 6681128M 668241M 666517M �"��1''•F�ORIOP.••'G\?�
2)SEE SHEETS 10,11,13-15,19&20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 68649 WA WA WA 6685110M 9ONAL
45 Degree(20) 66650 WA WA WA 66651 11M y !!!7I t 1111 t1
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ao A.LYNN MILLER,P.E.
O FL P.E.#68705
TABLE E
Mull Dimension PGT Part# ¢
(sheet#) Mullion Std.Clip U-Clip Angle Clip -�r•125' I --�f—.125" —.1 F—,125" B
2"X 4"X.25"(I B) 66602 666261 M 666271 M 6665112M �4 o
2"X6"X.25"(17) 66604 666262M 666272M 6665113M STANDARDCLIP U-CLIP 2X5ANGLECUP o
6063-TB ALUM. 8063•T6 ALUM. 6063-T6 ALUM. Q
2.001. X-SECTION 2.125 X-SECTION 2.000' X-SECTION LL
NOTES: N W-1.4910'
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 125' .125" gDIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. OU W2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE ZW
--1.490"--� O
HOLE LOCATIONS. W _ U
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' = cc rn
w
CUTHERETO 5.000' 375 c�1 W (0
3.500 CREATE F-CLIP, MIN. GO aJZ�
o�o cp mgaO°g
r-
rcnVOU
2000° SEDETAd F. 75' p W
MIN. SHEET4 MIN. z
Wz2________ ______ _______I L---------------------I Q
L—_—_—_-- U4.00 3.438" 3.438' 1 Z
Q rn pl
.250' 2"X 4"X.25"
MULLION i 3.438" I I a ~ Q
fi063-TB ALUM. I I -- I I I 375" e
X-SECTION I I I
L_____________________JI MIN. N W OZ Y Y
m � J_ (n co
�- STANDARD CLIP 2X5 ANGLE CLIP = U ¢ 0 0
-CLIP,fi0B3•TB ALUM. O •Q U W
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. SED FOR 2'X 4'MULLION SHEET 18 WITHINRTHE DASHED BOUNDARY.SEE OF ANCHOR HOLE MUST LIE 6�TOPVI346 EW ALUM. a'' z m O s0
.250" WITHIN THE DASHED BOUNDARY.SEE TOPVIEW
SHEETS I6-1T FOR THE ANCHOR O.C. TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. O - 1i €OC mCC
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE O o -�
DIAMETER:ANCHOR DIAMETER♦1116'. WRHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER-1/16'.
SHEETS 16-17 FOR THE ANCHOR O.C. PRODUCT REVISED
5.500" DISTANCE MAXIMUM ANCHOR HOLE as comp)yyins with the Florida
CUTHERETO DIAMETER:ANCHOR DIAMETER+1116". Building Codo
3.500" --I CREATE FL F, 5'000' NOA-No. 17-0630.01
,375" ( I SEEDETA�F, .375' — .375' Expiration Dnt 5/26/2021
MIN. r-SHEET4 MIN. MIN. i
375' By i
-----
-- -- --- I ------- i---------`----------i Miami-Q de Product Control
I
I i I
1 I I I
1 I I I
1 I I I I
I I I I
I I I I
I I I I I
I I I I
_ 4.688' C +--------I
6.000" f I T_ _—� @ r 5.438' I I
.250" j I 5.438' I I 1111111f1
5.438" \\I I I N,N o LYNN
1 I a •,N.•Y, 41
2'XWX.25' I 1 .j j I :\Q�` 1,ICEN$E•.C(��i
MULLION I I I 1 '•�
60B3-T6 ALUM. No.58705
X-SECTION I I .375" �'_
I -
I I I L_______ MIN. 'p ('7 _
�0 S7 O
STANDARD CLIPL U-CLIP -'•F�O.....
2X5 ANGLE CLIP �/S (j
FOR 2'
.250" 8063-T6 ALUM. 6063-TB ALUM. 6063-TBALUM. ///S��NAL
X B"MULLION.SHEET 17 TOPVIEW
TOP VIEW USED TOPVIEW A.LYNt"!WIILLELR,P.E.
FL P.E.#58705
i
• I
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EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4"•THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. • $
NO ANCHORS N HEAD 1)INITIALLY ASSUMING THAT A 1"WfOE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 32"+32+1'=65.REFERENCING SHEET 25,THE COLUMN USING ® a$
--9 RECTANGULAR LOADING MUST SE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED n
DES)GN PRESSURE OF+60.0/--60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE o�o
-SEE BEE ,GI 2 O
FROM TABLE 3A SHEET 7,THE 1'X 2.75'X.375'MULLION LENGTH=72",OPENING WIDTH= 0 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD
FENESTRATION DETAILS, ( 7 7 S
PRODUCT'S SHEETS NOT BE SUITABLE FOR THIS APPLICATION.
APPROVAL
FROM TABLE 4A,SHEET 8.THE 1"X 2.75"X ASO'MULLION(LENGTH-72,OPENING WIDTH-70')HAS A DESIGN PRESSURE OF+/-72,7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE LL TT OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. �MULLION
LENGTH ^ 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 N U
ANGLE CLIPS WITH(4)412 ANCHORS HAVE A CAPACITY OF 865 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. ZN rc
sE� O T
5ETAILs, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL sNEETs APPLYTO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J In
2J INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. �
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSP.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72-7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY. W o""ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m C. U 'aT--{F--
-W DTH 836 LBS c0 LU
-i 44-- (60 PSF)X( )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) F- 7
OPENING__ 72.7 PSF a
m Z
Z
�U
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.318'.THE OPENING REQUIRES A Q
DESIGN PRESSURE OF+50.0/55.0 PSF. u EZ
FOR THE VERTICAL MULLION: FZZ
1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+V-105'AND THE OPENING WIDTH IS 36"+36'+1"-73".REFERENCING SHEET 25, Q Z r'
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8"AND WILL F' U N`0 N.
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W
ca
MULLWIDTH SHETS2.3S, FROM TABLE 3A,SHEET 7,THE 1°X2.75'X.375°MULLION(LENGTH=10B',OPENINGWIDTH=807MEETSTHEDEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF � ��^-
_I I` SHEETS 23 'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q cn
FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(LENGTH=108",OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q.W O O
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 L.S.
37 SEE SEE
FENESTRATICN DETALS, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+3V+2'74',NOT 73'AS PREVIOUSLY
PRODUCTS SHEETS T ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS S77LLAPPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED APPROVAL 2.4 N
THE 73"DIMENSION(35.12'+35-12 TO MAINTAIN'+2"=73'). PRODUCT REVISED
as complging with the Florida
j ' r 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Building Code
vER ICALI ` I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8°,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
NOA-No. 17-0630.01
MULLION _ SEE - USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1YY GIVES AN ANCHOR CAPACITY OF 1050 LBS WH
LENGTH .4—
� ETAI ICH IS GREATER,AND Expiration Date 05/26/2021
DETAILS, DETAIL E. THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. CI
a OPENINGSHEETS24 SHEET3 FOR THE HORIZONTAL MULLIONS: �! By
HEIGHT W Mlinu_ do Pro YCS COntrO
- FOR - BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.25W MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER Yu
HORIZ MULLION TYPE COULD BE CHOSEN. -
MULLION 72' x
1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32+72•+2'=106'.REFERENCING SHEET 25.THE COLUMN USING T PAPEZOIDAL/TRIANGULAR LOADING MAYBE 6D
USED.FROM TABLE 12A,SHEET 16,THE 2"X4'X.260'MULLION(@ LENGTH=42-,OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE m
REQUIREMENTS FOR THE OPENING AND MAY BE USED 1N THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
SEE
,A
DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE, QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE B" ti
'SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 2 23
(4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF$40 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED vi III 1 11/
ANCHOR CAPACITY OF 521 LBS. w
.\aQNY LYNN�'�.,:
30'.NDRIZ, 11'HORIZ L10EN,S
MULL LENOTH� MULL LENOTFi 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 126 FOR THE U-C1.lP SHOWS THE ANCHOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE..FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE C, ';Cn��^
OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A 012 STEEL SCREW. ,! ND.SB705'
FROM THE ABOVE STEPS,OUR MULUON DESIGN PRESSURE IS:
+/•64.7 PSF FROM THE VERTICAL MULLION, _
4170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; �' '•!/` '
+/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MUL60N(INTERSECTION} R %�O �7E 4�
THE LOWESTDESIGN PRESSURE IS+44.7 PSFANDWOU)AAPPLYTOALLOFTHE MULLIONS. ' ® %�(4s'•.',COR1D?..
1 VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATIONPRODUCTS.WILLAPPLYTOTHE s�,�'NAL E�C`��
ACCORDANCE WITH THE INSTALLATION SPECIFRALL ICATIONS INTO BLY.FINAL RESPECTIVE SUBSTRATES AND FENESTRATIONROD CIGN PRESSURE REQUIRES THAT THE BOTH THE OTS TO MUN AND LLLIONNESTRATION PRODUCT BE INSTALLED IN a0 A.L IUIIbX 567,P.E.
0 FL P.E.#58705
)
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALlTRIANGULAR LOADING:
o o
PW _ o
PW
PW I
1 E LL
w U
SHIDH SH/DH SHIDH SHlDH I PW PW ..— pl-E , N } F
4 4 4 4 � , i � ° a' U�1
O W
LOADING OF VERTICAL MU WON LOADING OF VERTICAL MULLION m W
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / HINGED ~
• DOOR
I SGD LOADING OF VERTICAL MULLION
1 �
PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q, a n
PW I Z I.-
Z T
G rn rn
a` m
PW FW M
o. Lll 8�d
PW ®' K fn
SH/DH SHIDH - ~ Q
/
SH/DH sH/DH I Q O O
i 3.
mO s0
I
/ I / 4 PRODUCT REVISED
as
complying with the Florida
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION Building Code
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 NOA-No. 17-0630.01
PW PW HR Expiration Date 05126/2021
. 1
1 -
I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By
I MULLION Mla„0 a Product Cotrol—
I
-- PW HINGED I NOTES: "
DOOR PW PW I
jI 1 1)DRAWINGS ARE
RERESENTATIONS OF TYPICAL
PW CONFIGURATIONS.
I CONFIGURATIONS NOT SHOWN
/ I PW MAY BE EXTRAPOLATED FROM
THOSE SHOWN.
2)IF THE LOADING TYPE CANNOT
I BE DETERMINED.USE
h FW RECTANGULAR LOADING.•'' �,10EN8B•'•�C��i
FW PW / 3)SEE PRODUCTS'APPROVAL FOR *: No.58705
�-r� ACTUAL ANCHOR LOCATIONS. //A1
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I �/ a / �. ✓'
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / �O TA ••��� '
I
I SG4 i T ' •' �!/ I
LOADING OF VERTICAL LOADING OF HORIZONTAL L
MULLION MULLION A/FIL P.E.#58705 P.E.
I
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Product Aooroval Menu>Product or Aoolication Search> ication Lis >App 4
lication Detail y
€> E FL# FL239-1126
Application Type Revision
Code Version 2017
Application Status Approved
*Approv y DBPR.Approvals by DBPR shall be reviewed and ratified by
th and/or the Commission if necessary.
Comments
Archived 0
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext22318
druark@pgtindustries.co
Authorized Signature Jens Rosows '
pgtindustres.com
Technical Representative Lynn Miller,P.E.
Address/Phone/Email 1070 Technology Dr
N Venice,FL 34275
(941)486-0100 Ext21142
(miller@pgtindustries.com
Quality Assurance Representative `�
Address/Phone/Email r' Q �\
Category DCertificationk
Subcategory
Compliance Method ing REVIEWED FOR
Certification Agency Miami-Dade BCCO-CER (CODE C®MPUA I C
Validated By Miami-Dade BCCO-VAL pp COUNTY
UUE
BOC
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/25/2018
Date Validated 10/15/2018
Date Pending FBC_Approval
Date Approved 10/25/2018
https://floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDquS1Bu8CAEmBE7... 11/22/2019
Florida Building Code Online Page 2 of 3
. J
SummarV of Products
FL# Model,Number or Name Description
239.1 SH-200(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 17063002.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/01/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063002.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.2 SH-600(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 17063007.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/26/2021
Design Pressure: N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063007.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.3 SH-700(Large Missile Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 17063008.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/26/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063008.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.4 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 17063003.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2022
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063003.1)df
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.5 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 17063004.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2022
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063004.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.6 SH-5400(Non-Impact) Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 17063006.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/30/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063006.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.7 SH-5500(Large Missile Impact) Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 17063005.odf
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8CAEmBE7... 11/22/2019
Florida Building Code Online Page 3 of 3
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 07/30/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063005.odf
(NOA)for product performance information Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,an n. Created by Independent Third Party:
Evaluation Reports
reated by Independent Third Party:
239.8 SH-7600A(Non-Impact) luminum Single Hung Window
Limits of Use :i4-Ftt�t
ge l i
Approved for se in HVHZ:Yes C CAC 18-043 7.odf
Approved for u outside HVHZ:Yes surance Contract Expiratio Date
Impact Resistant: 3
Design Pressure:N/A n Instructions
Other:Please see Miami-Dade oun y otice of Ac ptance II 18-0430.07.i)df
(NOA)for product performance information,anchorag : Miami-Dade BCCO-
details,and anchor type,size,and spacing information. T� .^.de� Party:
Evaluation Reports
Created by Independent Third Party:
239.9 SH-7700A(Large Missile Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 18-0430.06.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/23/2023
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 18-0430.06.Ddf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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Contact Us::2601 Blair Stone Road,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
emalls 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.
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M IAM 1•DADE MUM-DADE COUNTY
761M PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the 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 o al fails t meet the requirements of the applicable building code.
This product is app ed as described here and has been designed to comply with the Florida Building
Code, including t e High Velocity Hurricane ne.-
DESCRIPTI : Series "SH7600A"Alumi um Single Hung Window—N.I.
APPROVAL CUMENT: Drawl
o. 7600NOA-1, titled "Aluminum Single Hung Install (NI)",
sheets 1 through 12 o 4/O1/18, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E., bearing the M' i- ounty Product Control Approval stamp with the Notice of
Acceptance number and app val date by the iami-Dade County Product Control Section.
MISSILE IMPACT RA ING:None
LABELING: Each unit sh bear ermanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA 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. 18-0430.07
MIAMI•DAD;couNTY (:Approva:lDate:
piratioate: August 23,2023
it f jg August 23,2018
I f Pa
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7600NOA-1, titled "Aluminum Single Hung Install (NI), sheets 1
through 12 of 12, dated 04/01/18, 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 single hung
window,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega,P.E.
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
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 single hung
window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 611
Edition (2017), dated 04/23/18,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).
Manue er z,P.E.
Product Cont 1 aminer
NOA No. 18-0430.07
Expiration Date: August 23,2023
Approval Date: August 23,2018
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 61' Edition (2017), dated April 24, 2018,
issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated April 24,2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed
by Manuel Perez,RE
G. OTHERS
1. None.
Manuel Pee4 P.E.
Product Control Rx iner
NOA No. 18-0430.07
Expiration Date: August 23,2023
Approval Date: August 23,2018
E-2
i
SERIES SH7600A NON-IMPACT RESISTANT SINGLE HUNG WINDOW 1_\17.13116"MAX.O.C� DESIGN PRESSURE RATING IMPACT RATING
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF 18-3/8" VARIES PER GLASS TYPE, NOT RATED FOR
THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ,• SEE SHEETS 2-5 IMPACT RESISTANCE
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•OADE COUNTY 17-3/4"MAX, 17 3/4„ , 52-118"MAX.BUCK WIDTH
APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE (17-1/4"BUCK) MAX9-1/2"MAX.
SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ' I 4-11116"MAX.
AN TYPE. B,SEE�, _ O.C. (9"MAX.BUCK) D.SEE _T 15"MAX.O.C.
AppmaeJ emaplyfng M!G tie,SHEETS 889 SHEET 16 Prarld By1J1ag e
4)ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE CONSIDERED IX INSTALLATIONS.1X A. E C,SEE X1e 'T
WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS SHEET 8 9 SHEET to J >VOA# `
DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE Yflnml D c Plvduc!C I
DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD EQUALLY
BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR SPACED `
ARCHITECT OF RECORD,(AOR). ABLE S PER
TABLES 6 8 7 17-3116"MAX.O.C. O I /
5 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR O I { 84"
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. 1+ MAX. 83"
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFASHING STRATEGY FOR ' TIP MAX. n
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE 12-1/16"MAX.O.C. TO ^ BUCK
SCOPE OF THESE INSTRUCTIONS. X i I Q TIP I X i HEIGHT
EQUALLY SPACED HEIGHT 1 F/
fi)174"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS ANCHORS PER i I / 13-5fi6"MAX.O.C.
NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. TABLES 6&7
5"MAX. J W
9-1 "MAX. I — D.C. / '„aa7)DESIGN PRESSURES: Q
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM (9" .BUCK) t Of o O O '
E1300. e
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING234N 1 A N i w aI°0 = ¢' I
AND GLASS PER ASTM E7300. NOANCHORSATSILL O In O I
B D�--- 4-11l16"MAX. Z
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. I J
—� 53-1/6"MAX.TIP TO TIP 1"WEEP NOTCH �1'WEEP NOTCH �J O ul Z o I
B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS AT EACH END AT EACH END Z LL g o ^ W t0
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH U U o' ®� v °Mo o
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR w— 05 J 'oN
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-CITE CONFIGURATION �w ` ¢J DWI
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE n> ,d. R F Z
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. Z u Z
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER U`
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING GENERAL NOTES.................................................1 Z w w
TABLE 1:ALLOWABLE GLASS TYPES ELEVATIONS.........................................................1
JURISDICTION. = W
Glass DP
DESIGN PRESSURES I GLAZING DETAILS........2-5 ® H w o6
10)REFERENCES:TEST REPORTS FTL 18-7835.1 8 18.7835.2;ELCO ULTRACON NOA;ELCO Description(Listed from Exterior to Interior) ANCHOR QUANTITIES..........................................6-7 N J U
T
CRETEFLEX NOA;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, Type Table# INSTALLATION,FLANGE......................................6 a (3w `
ANSIIAF&PA NDS&ALUMINUM DESIGN MANUAL INSTALLATION,EQUAL LEG.................................9 Z F— IaayS 1
1 1/8"Annealed 2 O
INSTALLATION,INTEGRAL FIN............................10 Z
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 3/16 IG:1/8"Annealed Cap,Airspace,118"Annealed 3 EXTRUSION PROFILES.........................................11 a 2 z Q
3 16 Annealed 3 ASSEMBLY&PARTS LIST....................................12 O Z Q CD
13116'IG:3/16"Annealed Cap,Airspace,3116"Annealed 4 0 w ro I
FIGURE A:ALLOWABLE SASH C NFIGURATIONS AND SHAPES 5 1/8"Tempered 5 CODESISTANDARDS USED: v J W U i
WIDTH ��—�{ WIDTH {f �{ WIDTH 6 13116"IG:1/8"Tempered Cap,Airs ace,1/8"Tempered 5 •A. FLORIDA BUILDING CODE(FBC),6TH EDITION Q U
p p •AST.E1300-09
--� 7 3/16"Tempered 5 •ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION aII1 osa0 saua5
T I I 8 13/16"IG:3/16"Tempered Cap,Airspace,3/16"Tempered 5 •ALUMINUM DESIGN MANUAL,ADM-2015 1111 I 11//
TF- •AISI S100-12 �.�`QNY LYNN4//.,
''1,\GENSF•'•�l
ui
W
// USER INSTRUCTIONS: .: No.5e7a5
1 1 / 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. !,
2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLESQ''
RECTANGULAR RADIUS-TOP RECTANGULAR �� I 14/� ,
WITH EQUAL WITH PROVIEW WITH CUSTOM 2-5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. O '• STATE OF [(/\ ,
LITE SASH SASH SASH 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7. p p,
5)INSTALL AS PER SHEET 8 FOR FLANGE INSTALLATION,SHEET 9 FOR EQUAL LEG INSTALLATION OR SHEET 10 FOR INTEGRAL FIN INSTALLATION. ���CSS/.<GRIO•�NG;\�
�AE
ALL APES�DN ITH BSNGCONFIGURATIONS ARE APPROVED.THE SHAPE IN A BLOCKAND OBTAININGPES NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR EQUAL LEGIBOX). /// �NALD ANCHORAGE FOR THAT BLOCK SIZE FROM THE WING SHEETS. A LYNN MILLER,P.E.
P.E.#58705
1
TABLE 2:
Bono,Sash Sash Height
Design Pressure(Ihslk2)for Glass Type 1
Descdptlan Range(in) - Tip to Tip Width
for Ghen Range 16" 1., 33" 37" 41" 1. 49" 53-1/8"
24" Equa141te 12464 +60.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -127.1 +80.0 -113.8 +80.0 -103A +80.0 -93.9
Equal-lite 15.964 +60.0 -130.0 +80.0 -130.0 +80.0 -104.0 +80.0 -95.5 +80.0 -89.1 +80.0 -84.2 +80.0 -81.4 +74.8 -74.8 118"ANNEALED
31" Standard ProNew 12-994-15.963 +80.0 -130.0 +80.0 •127.0 +80.0 66.9 +76.0 -76.0 +66.7 66.7 +60.7 60.7 +57.2 -57.2 +53.5 -53.5 GLASS
Shortest 12.464-12.993 +80.0 -130.0 +80.0 -124.0 +80.0 -84.0 +73.8 -73.8 +63.2 -63.2 +57.2 57.2 +52.4 -52.4 +49.1 -49.1
EquaNite 19.652 +80.0 -130.0 +80.0 •124.0 +80.0 -84.0 +73.8 .73.8 +63.2 -63.2 +57.2 -57.2 +52.4 -52.4 +49.1 49.1 30 npproced es 4as1PI14ng with the
FYorl�'Ii,
6lg C
Standand PmNew 15.944-19.651 +80.0 -130.0 +80.0 -110.0 +80.0 60.8 +70.3 -70.3 +80.2 60.2 +52.2 •52.2 +48.8 -08.8 +41.0 41.0 �
38318" Custom Size 15.131-15,943 +80.0 -13D.0 +80.0 -102.0 +78.2 -78.2 +68.7 68.7 +59.3 -59.3 +51.7 51.7 +46.2 -46.2 +40.0 40.0 26 Us;.
-l'OA.4 rrI
Custom Size 14.131.15.130 +B0.0 -124.0 +80.0 -98.5 +77.1 -77.1 +67.4 -67.4 +56.0 -56.9 +51.5 -51.5 +46.1 46.1 +39.9 .39.9 1/2"NOM. . ptoduCt nleei l
Shortest 12484-14.130 +80.0 -118.0 +80.0 •95.2 +75.4 .75.4 +66.1 -66.1 +58.5 -58.5 +51.3 -51.3 +46.1 46.1 +40.0 40.0 GLASS BITE
EXTERIOR
Equal-lite 22.964 +80.0 •130.0 +80.0 -110.0 +80.0 -80.8 +70.3 .70.3 +60.2 60.2 +52.2 -52.2 +46.8 -46.8 +41.0 41.0 ,1
Custom Size 20.131-22.963 +80.0 -124.0 +80.0 -98.5 +77.1 -77.1 +67.4 -67.4 +58.9 -58.9 +51.5 -51.5 +46.1 46.1 +39.9 39.9
Standard ProNew 18.594-20.130 +80.0 .118.0 +80.0 -95.2 +75.4 -75A +66.1 -66.1 +58.5 58.5 +51.3 -51.3 +461 46.1 +40.0 40.0 74
45' Custom Size 16.131-18.593 +80.0 •102.0 +80.0 65.0 +69.9 •69.9 +62.1 -82.1 +55.7 -55.7 +50.4 -50.4 +45.3 -45.3 +40.0 40.0 34
Custom Size 15.131-16.130 +80.0 .98.0 +80,0 .81.9 +68.1 68.1 +00.6 60.8 +54.6 .54.6 +49.7 49.7 +44.8 .44.8 +39.8 -39.9
Custom Size 14.131-15.130 +80.0 -95.5 +79.4 -79.4 +66.4 -66.4 +59.2 -59.2 +53.6 -53.8 +48.7 48.7 +44.3 -44,3 +39.7 -39.7 GLASS TYPE 1
Shortest 12.464-14.130 +00.0 -89.4 +74.6 -74.6 +62A 62.1 +56.3 .56.3 +51.1 -51.1 +46.7 46.7 +42.7 427 +38.6 -38.6
Equal-lile •24.964 +80.0 -130.0 +80.0 -102.0 +78.2 -78.2 +58.7 -68.7 +59.3 -59.3 +51.7 •51.7 +46.2 -08.2 +40.0 40.0
Custom Size 22.131.24.963 +80.0 -112.0 +80.0 -92.0 +73.5 .73.5 +64.6 1 64.8 +57.9 -57.9 +51.0 51.0 +45.0 46.0 +40.0 40.0
.� Standard ProNew 20.184-22.130 +80.0 -102.0 +80.0 65.0 +69.9 69.9 +82.1 62.1 +55.7 -55.7 *50.4 -50.4 +45.3 45.3 +40A 40.0 _
49" Custom Size 18.137-20.193 +B0.0 -95.5 +79.4 -79.4 +66.4 66.4 +59.2 59.2 +53.6 -53.6 +48.7 48.7 +44.3 44.3 +39.7 -39.7 z m Y
;
F _ l/7
Custom Size 76.131-18.130 +BD.O -89.4 +74.6 -74.6 +62.1 62.1 +56.3 56.3 +51.1 51:1 +q6.7 46.7 +42.7 42.7 +38.6 38.fi w O
Custom Size 14.131-16.130 +80.0 -84.8 +69.5 69.5 +59.2 .69.2 +53.7 -53.7 +48.8 48.8 +44.8 -44.8 +40.9 40.9 +37.6 -37.6 _ O O
Shortest 12.464-14.130 +80.0 -81.9 +64.0 64.0 +66.4 56.4 +51.0 -51.0 +48.6 -48.6 +42.3 42-3 +39.4 .39.4 +36.0 .36,0 - O ho
Equal-life 25.777 +80.0 -124.0 +80.0 •98.5 +77.1 -77.1 +67.4 67.4 +SB.9 -58.9 +51.5 •51.5 +48.1 48.1 +30.8 38.9 N z w a1°G W Q'
Custom Size 24.131•25.776 +80.0 -112.0 +60.0 .92.0 +73.5 .73.5 +64.8 64.8 +57.9 -57.9 +51.0 .51.0 +45.0 46.0 +39.9 -W9 0 m t-w 1n Z
Standard ProNew 20.844-24.130 +B0.0 -98.0 +80.0 ..81.9 +68.1 68.1 +60.8 60.6 +54.6 .54.6 +49.7 49.7 +44.8 44.8 +39.9 39.9 -1 J C, (D w Z O
so-SI, Custom Size 19,131-20.843 +80.0 -92.6 +77.0 -77.0 +64.1 64.1 +57.7 -57.7 +52.3 -52.3 +47.7 47.7 +43.8 43.8 +39.2 39.2 Z LL 0 m i W ED
c)
Custom Size 16,131-19.130 +80.0 -84.6 +69.5 69.5 +59.2 59.2 +53.7 53.7 +48.8 40.8 +44.8 44.8 +40.9 40.9 +37.6 37.0 VLLF
®2 Z �B
Shortest 13.089--16.130 +80.0 -80.6 +61.7 61.7 +55.1 .55.1 +49.8 49.8 +45.5 45.5 +41.3 41.3 +38.6 38.6 +35.1 35.1 'NOsO .oM
Equal-life 31.964 +80,0 -95.5 +79.4 -79,4 +66.4 68.4 +59.2 59.2 +53.8 53.6 +qe.7 48.7 +44.3 -04.3 *39.7 39.7 W S2< ¢ ° DMG
Custom Size 28.131-31.963 +80.0 -94.6 +69.5 69.5 +59.2 59.2 +53.7 -53.7 +48.8 48.8 +44.8 44.8 +40.9 40.9 +37.6 37.6 Or> ,d, a F-
63" Standard ProNew 25.794-28.130 +80.0 -80.6 +61.7 67.7 +66.1 55.1 +49.8 49.8 +45.5 45.5 +41.3 41.3 +3B.6 38.6 +35.1 -35.1 0 Z 0 Z i
Shortest 25.049'-25.793 +80.0 .80.6 +61.7 61.7 +55.1 55.1 +49.8 49.8 +45.5 -45.5 +41.3 41.3 +38.6 38.8 +35.1 35.1 04
Equal-Ilte 34.964 '+B0.0 66.5 +722 -72.2 +60.6 60.6 +55.0 55.0 +49.9 .49.9 +45.6 45.8 +41.7 41.7 +3B.1 .38.1 Z LL '
BB" Custom Size 33.131-34.063 +80.0 -83.1 +66.7 68.7 +57.8 -57.8, +52.1 52.1 +47.6 47.6 +43.5 •43.5 +40,1 40.1 +36.8 -26.8 7 O
Shortest 31.049'-33.130 +80.0 -80.6 *fi1.7 61.7 +55.1 55.1 +49.8 49.8 +45.5 45.5 +41.3 41.3 +38.6 -38.6 +35.1 .35.1 = N
W
Equal-ills 36.964 1 +80.0 63.1 +66.7 66.7 +57.8 -57.8 +521 521 +47.e 47.6 +43.5 43.5 +40.1 40.1 +38.8 36.B ® J
73" Custom Size 36.131-36.963 +80.0 -K9 +64.0 64.0 +56.4 -56.4 +51.0 -51.0 +46.6 -06.6 +42.3 42.3 +39.4 -39.4 +36.0 38.0 . 1D laagS
Shortest 35.049'-36.130 +80.0 -80.6 1 +61.7 61.7 1 +55.1 -55.1 +49.8 49.8 +45.5 45.5 1 +41.3 41.3 +38.6 38.6 +35.1 35.1 z
11, Tallest I 3SAW 1 +80.0 1 -80.6 1 +61.7 1'61.7 1 +55A -55.1 1 +49.8 49.8 +45.5 -45.5 1 +41.3 41.3 +38.6 -36.8 +35.1 35.1
uL
•MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-37.536 p 7 J O
MINIMUM SASH HEIGHTFOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-36.536 F Z m
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-37.951 w t¢-, _
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-36,951 c3 J LL
Q
all!1 'saps!�a5
\II11111111)1j7j
LYNI
......
`��'�,,.• LICENSE •.���
:(nL No.58705
0 Idur
1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. s TONAL I'a
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE.
3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. A,LYNN MILLER,P.E.
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. P.E.#58705
TABLE 3:
Bottom sasn Design Pressure(Ibslfe)for Glass Types 2&3
Description Sash Height 13/16"NOM.
for Given Range Range(in) 17,CZN Tip to Tip Width GLASS STACK
18" If 2" 33" 3T' 41" 46' 49" 53-1/8"
24" Equal-lile 12.464 +80.0 230.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -124.8 AIRSPACE
Equal-lite 15.964 +80.0 -130.0 +BD.O -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.6 +80.0 -109.6 +80.0 -99.5 1/8"ANNEALED GLASS
31" Standard Pr iew 12994-15.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.1 +80.0 -109.3 +80.0 -1026 +80.0 -93.0 31 74
12464-12.993 +80.0 -130.0 +80 +80.0 .130.0 +80.0 -130.0 +80.0 -113.8 +80.0 -103.0 +80.0 .94.3 +80.0 -88.4
Equal-life 19.652 +80.0 .130. +80.0 -130.0 0.O -130.0 +80.0 -130.0 +80.0 A13.8 +80.0 -1028 +80.0 -92.2 +60.0 -83.3 �OR 5B approved at mntplyin 'Ffta.
1/2"NOM. FWrld B�mdcocD.'
SI view 15.944-19.651 +80.0 -130.0 0.0 A30.0 +80.0 -125.0 +80.0 -108.4 +80.0 -94.0 +80.0 -84.2 +73.8 -73.8 EXTERIOR GLASS BITE Batc
8-3/8" ustom Size 15.131-15.943 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -114.0 +00.0 -101.0 +8D.0 .90.6 +80.0 -81.6 +72.0 -72.0 .NOA.NCustm Size 14.131-1SA30 +80.0 -130.0 +80.0 -130.0 +80.0 -129.0 +80.0 -110.0 +80.0 .97.7 +80.0 -87.1 +78.8 -78.8 +71.8 -71.8 ahllaali � 7
Shortest 12464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -124.0 +80.0 .107.0 +80.0 -94.8 +80.0 -84.0 +76.8 -76.8 +68.9 -68.9
Equal-lite 22.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +8D.0 .121.1 +80.0 -104.4 +80.0 -91.7 +80.0 -81.8 +73.6 -73.6 70-73
Custom Size 20.131-22.953 +80.0 -130.0 +80.0 -130.0 +80.0 -129.0 +80.0 A10.0 +80.0 -97.7 +80.0 -87.1 +78.3 -7B.3 +70.3 -70.3 35 R 35B
Standard Proview 18.594-20.130 +80.0 -130.0 +80.0 -130.0 +80.0 -124.0 +80.0 -107.0 +80.0 .94.8 +80.0 -84.0 +76.8 -76.8 +68.9 .68.9 GLASS TYPE 2
45" Custom Size 16.131-18.593 +80.0 -130.0 +80.0 -130.0 +80.0 -1120 +80.0 -99.1 +80.0 -87.5 +79.2 -79.2 +72.0 -72.0 +625 -62.5
Custom Size 15.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -109.0 +80.0 -96.7 +80.0 -85.4 +78.0 -78.0 +70.8 -70.8 +61.6 -61.6
Custom Size 14.131-15.130 +80.0 -130.0 +80.0 -130.D +80.0 -105.0 +8D.0 .94.5 +80.0 -83.5 +76.8 -76.8 +69.7 -69.7 +60.6 -60.6
Shortest 12.464.14.130 +80.0 -130,0 +80.0 •127.0 1+80.0 -99.8 +80.0 .90.7 +80.0 -81.2 +74.8 -74.8 +67.7 .67.7 +59.6 -59.6
Equal-lice 24.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -114.0 1+80.0 -99.1 1+80.0 66.7 1+77.0 -77.0 +69.1 69.1
Custom Size 22.131-24.963 +60.0 -130.0 +80.0 -130.0 +80.0 -120.0 +80.0 -104.0 +80.0 -92.2 +80.0 -82.1 +74.2 1 -74.2 +66.3 66.3
Standard Pro%i w 20.194-22.130 +80.0 -130.0 +80.0 -130.0 +80.0 -112.0 +80.0 -99.1 +80.0 .87.5 +79.2 -79.2 +72.0 -72.0 +62.5 -62.5 ti Y
49" Custom Size 18.131-20,193 +60.0 -130.0 +80.0 -130.0 +80.0 -105.0 +80.0 -94.5 +80.0 .83.5 +76.8 -76.8 +69.7 69.7 +60.6 -60.6 3J16"ANNEALED W ? O
Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -127.0 +BD.O -99.8 +80.0 -90.7 +BD.O $1.2 +74.8 -74.8 +67.7 67.7 *59.6 -59.6 GLASS � w
o 0 ay
O
Custom Size 14.131-16.130 +80.0 -130.0 +B0.0 -120.0 +80,0 -94.5 +90.0 -87.3 +79.0 -79.0 +72.9 -729 +65.8 65.8 +58+7 -5B.7 30 O w w p
Shortest 12,464.14,130 +80.0 -130.0 +80.0 -112.0 +80.0 -89.1 +80.0 623 +76.9 -76.9 +70.5 -70.5 +64.2 64.2 +57.6 -57.6 26 N z� a100 0 Q'
•g Equ.Nite 25.777 +80.0 .130.0 +80.0 -M.0 +80.0 .129.0 +80.0 -110.0 +80.0 -97.2 +80.0 -84.9 +75.4 -75.4 +67.5 .67.5 1/2"NOM. O N F. (q O
s Custom Size 24.131-25.776 +80.0 -130.0 +80.0 -130.0 +80.0 -120.0 +80.0 -104.0 +80.0 -92.2 +80.0 -82.1 +73.8 -73.8 +65.0 6 J5.0 a o: Z
GLASS BITE o y Z
Standard ProNew 20.844-24,130 +80.0 -130.0 +80.0 -130.0 +80.D A09.D +80.0 -96.7 +80.0 .85.4 +78.0 -78.0 +70.8 -70.8 +61.5 -61.5 EXTERIOR Z IL !2CDW
Custom Size 20.131-20.843 +150.0 -130.0 +80.0 -130.0 +80.0 -105.0 +80.0 -94.5 +8D.0 63.5 +76.8 17 +.69.79.7 69.7 +69.6 -60.6 2 W�' -0 Z n
is 50-519' a U O 61 B
Custom Size 18.131-20.130 +80.0 -130.0 +80.0 -127.0 +80.0 -99.8 +80.0 .90.7 +80.0 -81.2 +74.8 7.7 67.7 +59.6 -59.6 74 W 00 J uM0'0 ,oN
Custom Size 16,131-18.130 +80.0 -130.0 +80.0 -120.0 +80.0 -94.5 +80.0 -87.3 +79.0 -79.0- +72.9 5.8 65.8 +68.7 -58.7 W < ¢ 9M0
Custom ize 14.131-16.130 +80.0 -130.0 +80.0 - 2.D 0.0 69.1 +80,0 -82.3 +76.9 -76.9 +70.5 q.2 64.2 +57.6 -57.6 34 r> i F
12.464-14.130 +B0.0 -130. +80.0 -08.0 +8 0 -86.4 +80.0 -80.6 +75.8 -75.8 +69.3 3.5 63.5 +57.0 -57.0 GLASS TYPE 3 z m o z
Equal-life 31.964 .80.0 -130. +gO.D -130.0 +80 -105,0 +80.0 -94.5 «80.0 63.5 +75.4 6.1 66.1 +58.6 -58.6 r
Cus rze 28.131-31,963 +80.0 -130.0 .0 -94.5 +80.0 67.3 +79,0 -79.0 +72.9 64.1 64.1 +56.7 -56.7 Z LL
Standard Prou,ew 25.794-20.130 +80.0 -130.0 +80.0 -108.0 +80.0 66.4 +80.0 430.6 +75.8 -75.8 +69.3 63.5 63.5 +57.0 -57.0 7 O
Custom Size 24.131-25.793 +80.0 -130.0 +80.0 -105.0 +80.0 63.5 +79.0 -79.0 +74.8 -74.8 +68.2 623 62.3 +56.5 -56.5 = co
63' Custom Size 22.131-24.130 +80.0 -130.0 +80.0 .99.8 +80.0 -80.2 +75.9 -75.9 +71.4 -71.4 +65.9 65.9 +60.6 60.6 +55.4 -55.4 ® m J
Custom Size 2D.131-22.130 +80.0 -130.0 +80.0 -93.4 +76.8 .76.8 +72.9 -729 +68.2 68.2 +63.8 63.8 +58.9 58A +54.0 -54.0 # c) 1aa45
Custom Size 18.131-20.13D +80.0 .130.0 +B0.0 -88.6 +73.4 -73.4 +69.5 69.5 +65.1 65.1 +61.1 61.1 +57.3 57.3 +52.1 -52.1 = Z
H U)
Custom Size 16.131-18.130 +80.0 -129.1 +BO.O 43.7 +69.7 69.7 +65.8 65.8 +623 62.3 +58.9 68.9 +55.7 55.7 +50.8 -50.8 D
Shortest 13.194•-16.130 +80.0 -125.5 +75.8 -75.8 +63.7 63.7 +61.1 61.1 +58.9 68.9 +55.9 -55.9 +52.3 -523 +48.6 -48.6 O O J
o
EquaNite 38.464 +80.0 -130.0 +80.0 -108.0 +80.0 -864 +80.0 -80.6 +75.8 -75.8 +69.3 69.3 +60.7 60.7 +53,2 -53.2 H Z m tp
Custom Size 36.131-38.463 +80.0 -13D.0 +80.0 -102.0 +80.0 -81.8 +77.4 -77.4 +73.1 -73.1 +67.0 67,0 +60.0 60.0 +525 -52.5 W F _
Custom Size 34.131-36.130 +80.0 -130.0 +80.0 -96.7 +78.5 .76.5 +74.4 -74A +69.8 69.8 +64.8 64.8 +59.7 •59.7 +527 -52.7 O J rL fn
76" Standard Provew 30.994-34.130 +80.0 -130.0 +80.0 -88.6 +73.4 -73.4 +69.5 1 69.5 1+65.1 65.1 +61.1 61.1 +57.3 57.3 +521 -52.1 2
Custom Size 30.131-30.993 +80.0 -130.0 +80.0 -86.2 +71.6 -71.6 +67.7 67.7 +63.6 63.6 +60.0 60,0 +56.5 -56.5 +51.4 -51.4 aptl vsa0 saua5
Custom Size 28.131-30.130 +80.0 -127.8 +80.0 61.0 +67.8 67.8 +64,0 64.0 +61.4 61.4 +57E-
W +54.5 54.5 +50A -50.1
Shortest 26.194•-28.131 +80.0 .125.5 +75.8 -7S8 +63.7 63.7 +61.1 61.1 +58.9 SB.9 +55 +52.3 523 +48.6 -48.6 11LLtl ll lit J/J/
Equal-life 42.464 +80.0 -130.0 +8
0.0 -96.7 +78.5 -78.5 +74.4 -74.4 +69.8 69.8 +64 +58.9 -58.9 +51.1 -51.1 ��%\ ONY LYNq/�
Custom Size 38.131-42.463 +80.0 -130.0 +80.0 -86.2 +71.6 .71.6 +67.7 67.7 +63.6 63. ++60 +56.5 56.5 +50.4 -50.4VLCENgFStandam Prodew 34.194•-38.130 +80.0 -125.5 +75.8 -75.8 +63.7 63,7 +61.1 611 +589 58.9 +55
•MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 �* N0.58705
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 -
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 �77y tv :'fir
i)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. '�i s( '• ww\\G��
2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SIZE. /Sj��NIAL 1�\\\\\
3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. A.LYNN b1LLER,P.E.
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. P.E.#58705
TABLE 4:
Boman sash Sash Height Design Pressure(lbsffe)for Glass Type 4
Dei c Range
Range(1n) Tip to Tp Width
for otiom Range 18 25" 33" 3T 41" 46" 49' 53-118" fir- GLASS
STACK
24" FStandard
lite 12464 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 I GLASS STACK
lite 15.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0
31° ro im 12.994-15.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +800 -130.0 AIRSPACE 3/16"ANNEALED
sl 12.464-12.993 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 GLASS Approved as complying withlite 19.652 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +B0.0 .130.0 +80.0 -130.0 meda riding C'_ 15.944-19.651 +80.0 -130.0 +80.0 -130.0 +90.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -122.0 +80.0 -112.0 31KGL-ASS
u.38.3/8° Size 15.131-15.943 +80.0 -130.0 +80.0 .130.0 +8D.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 NOPSize 14.131-15.130 +80.0 430.0 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.6 X)mi Do'c Product5®OR SBst 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 .130.0 +80.0 -124.0 Equal-lite 22.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -117.7 EXTERIORCustom Size 20.131-22.963 +80.0 .130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.3 +80.0 -112.5Standard Prodew 18.594-20.13D +80.0 .130.0 +80.0 -130.0 +80.0 .130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +8D.0 -129.1 +80.0 -116.0
45" Custom Size 16.131-18.593 +80.0 -130.0 +80.0 -130.0 +8D.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -126.0 +80.0 -1125 5@OR 5B
Custom Size 15A31-16.130 +8D.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.D +80.0 •127.4 +80.0 .110.7
Custom Size 14.131-15.130 +80.0 -130.0 +80.0 -130.0 +60.0 -130.0 +80.0 .130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -125.5 +80.0 -109.1 GLASS TYPE 4
Shortest 12454-14.130 +80.0 -130.0 +80.0 -130.0 +60.0 -130.0 +80.0 -130.0 +60.0 •13D.0 +80.0 .130.0 +80.0 •121.9 +80.0 -107.3
Equal-lite 24.964 +80.0 -130.0 +80.0 1-130.0 +80.0 1-130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -123.3 +80.0 -110.6
Custom Size 22131-24.963 +80.0 1-130.0 1 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 1+80.0 -130.0 +60.0 A30.0 +80.0 -118.7 +80.0 406.3
Standard Pmdew 20.194-22130 +80.0 -130.0 *80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 1-130.0 +90.0 -130.0 +80.0 -121.3 +80.0 -108.6 ci � `1
49" Custom Size 18.131-20.193 +80.0 -130.0 +80.0 430.0 +80.0 -130.0 +80.0 .130.0 +80.0 .130.0 +80.0 1-130.0 1+80.0 -120.8 +80.0 -108.1 - LU rn
Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .121.9 +80.0 -107.3 w "ab
Custom Size 14.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 AX0 +80.0 -130.0 +80.0 .118.4 +80.0 -105.7 C2 a o rU)
Shortest 12464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -126.9 +80.0 -115.8 +80.0 -103.7 N =w a7°0 b Q
= Equal41te 25.777 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .120.6 +80.0 -108.1 U cq F w U O
Custom Size 24.131-25.776 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .118.1 +80.0 -105.7 O J C3 a rn CD
Standard ProNew 20.844-24.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +60.0 -130.0 +80.0 .116.7 +80.0 -164.3 Z LL (D m i r. W to
Custom Size 20.131-20.843 +80.1) -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 1+80.0 -130.0 +80.0 -130.0 +80.0 -120.1 +80.0 -107.4 2 LL1 Z 78 r
F 50-5/8" U U CS 0
Custom Size 18.131-20.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 1-130.0 +80.0 -130.0 +80.0 -119.8 +80.0 -107.0 W 00
Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •13D.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.4 +80.0 -105.7 I--W V r=j a 2 0M0
Custom Size 14.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -126.9 +80.0 -115.6 +80.0 -103.7 n� F-
Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 A30.0 +80.0 .124.7 +80.0 -114.3 +80.0 -102.6 Z u Z
Equal-life 31.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.6 +80.0 -105.7 +76.2 -93.8 'N-.
L7
Custom Size 28.131-31.963 +80.0 -130.0 +80.0 -130.0 +8D.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -117.5 +80.0 .102.6 +73.7 -Mii Z LL
Standard ProNew 25.794-28.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -119.8 +80.0 -104.6 +75.2 -92.6 O
Custom Size 24.131-25.793 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.8 +80.0 •106.3 +76.4 -94.0 rn =
W
63" Custom Size 22.131-24.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -128.5 +60.0 -118.6 +80.0 -107.4 +77.0 -94.8 ® J
Custom Size 20.131-22.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +60.0 -130.0 +60.0 •1228 +80.0 -114.8 +80.0 .106.0 +78.3 -96.3 # Z Iaays
Custom Size 18.131-20.130 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +60.0 -125A +80.0 1-117.2 +80.0 -110.0 +80.0 -103.1 +79.9 -93.8 j U)
Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -13D.0 +80.0 -125.5 +80.0 -118.4 +80.0 1-1121 1+80.0 -106.0 1 +8D.0 -100.3 +80.0 1 -91.4 Q cd LU
Shortest 13.194'-16.130 +80.0 -130.0 +80.0 -130.0 +B0.0 -114.7 +80.0 -110.0 +80.0 -106.0 +60.0 .100.6 +80.0 -94.1 +80.0 -87.8 p J o
Equal-lite 1 38.464 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .112.5 +78.9 -97.1 +69.1 -65.1 z
Custom Sae 36.131-38.463 +80.0 -130.0 +8D.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +60.0 -111.7 +78.1 •96.1 +68.2 -84.0 cwi
Custom Size 34.131-35.130 +80.D -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -125.6 +80.0 -112.1 +78.4 -96.5 +68.5 -84.4 J
76" Standard P-im 30.994-34.130 +80.0 -130.0 +80.0 1-130.0 +80.0 1-130.0 *80.0 -125.1 +80.0 .117.2 +80.0 -110.0 +78.7 -96.9 +68.7 A4.5 Q
Custom Sae 30.131-30.993 +80.0 -130.0 +80.0 -130.0 +BD.O -128.0 +80.0 -121.9 +80.0 -114.5 +80.0 -108.0 +80.0 -99.0 +70.2 -86.4 aB1 '°sa0 sauag
Custom Size 28.131-30.130 +80.0 -130.0 +80.0 •130.0 +80.0 •,a +80.0 -115.2 +80.0 -110.5 +80.0 -104.2 +B0.0 -98.1 +70.4 -86.6 \\t1%I t I I III/,///
Shortest 26.194'-26.130 +80.0 -130.0 +80.0 •130.0 +80.0 -114.7 +80.0 -110.0 +80.0 -106.0 +80.0 -100.6 +80.0 •94.1 +71.5 �87.8 ONY LYN/ti! '7,,
` At••
Equal-life 42464 +80.0 •130.0 +80.0 .130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.- +8D.0 •110.4 +76.5 -94.2 +W.5 -81.8 ` '��••'�ICENSF;r7��`
84" Custom Size 38.131-42.463 +80.0 -130.0 +80.0 -130.0 +80.0 -128.9 +80.0 -121.9 +80.0 -114.5 +80.0 -108.0 +75.8 -93.3 +65.5 -80.6 Q�.•• •.
Standard Pro%im 34.194'-38.130 +80.0 -130.0 +80.0 -130.0 +80.0 .114.7 +80.0 -110.0 +80.0 -106.0 +80.0 -100.6 +76.8 -94.1 +66.3 -81.6 No.58705
•MINIMUM SASH HEIGHT FOR FLANGEDWINDOWS IS:TIP TO TIP HEIGHT-49.391 - 7¢
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 (�
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 O� SAT 6F1rd �44,
� C� ''•��ORIDP.•'• \�:
1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. S/ONAL 1�
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE.
3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. A LYNN MILLER,RE
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. P.E.858705
TABLE 5:
Bottom Sash Design Pressure(Ibs/fe)for Glass Types 5-8
Description Sash Height
for Given Range Range(in) Tip to Tip Width 1/8"TEMPERED
1B" 25 33" 37' 41" 45' 4 1 53-1/8" GLASS
24' EquaRte 12.464 +80.0 20.0 +80.0 .130.0 «80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 1-130.0 +80.0 -130.0 +80.0 -130.0 30 I+
Equal ite 15.964 +80.0 -130.0 +80.0 -13D.0 +80.0 .130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 26 -I-
31' Standard Proview 12.994-15,963 +80.0 .130.0 +80.0 -13D.0 +80.0 -130.0 +80.0 .130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 12"NOM.
Shortest 12.464.12993 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +e0.0 •130.0 +B0.0 -130.0 +80.0 -130.0 EXTERIOR GLASS SITE Appro-d s:,comp)yingwillttw
Equal-lite 19.652 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 F)uridp C)ddingC
Standard Prrniew 15.944-19.651 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -1220 +80.0 -1120 O+de
383/6" Custom Size 15.131-15,943 +80.0 -130.0 +80.0 .130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +800 -130.0 74 NOAN "
Custom Size 14.131-15,130 +80.0 -130.0 +80.0 .130.0 +80.0 -130.0 +8D.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 Abial c rodent Cc
34 _
Shortest 12.464-14.130 +80.0 •130.0 +80.0 .130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +60.0 -130.0 +80.0 -130.0 +80.0 -130.0 GLASS TYPE 5 _
Equal-lite 22.954 +80.0 -130.0 +60.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +90.0 -117.7
Custom Size 20.131-22963 +80.0 .130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -13o.0 +80.a -130.0 +80.0 -130.0 +80.0 -126.3 +80.0 -112.5
Standard ProAew 18.594-20,130 +80.0 -130.0 +80.0 .130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 .129.1 +80.0 -116.0 �.I 13/16'NOM.
45" Custom Size 16.131-18.593 +80.0 -130.0 +80.0 -130.0 +60.0 -130.0 +80.0 -130A +80.0 -130.0 +80.0 •130.0 +80.0 -126.0 +80.0 .113.7 I GLASS STACK
Custom Size 15,131-16,130 +60.0 -130.0 +80.0 -130.0 +80.0 -130.0 *80.0 -130.0 +BO.D -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.6 AIRSPACE
Custom Size 14.131-15.130 +80.0 -130.0 +80.0 .130.0 +80.0 -130.0 +80.0 •130.0 +80.0 •130.0 +80.0 -130.0 +80.0 .130.0 +80.0 -119.5 1/8'TEMPERED GLASS
Shortest 12.464-14.130 +80.0 43D.0 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -119.7 31 74 z
Equal-lite 24.964 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -123.3 +80.0 -110.6 /'�
Custom Size 22.131-24.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.7 +80.0 -106.3 5@OR 5B 112"NOM.
Standard PmHew 20A94-22130 +80.0 -130.0 +60.0 -130.0 +80.0 -130.0 +80.0 .130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.3 +80.0 ACS.6 `l GLASS BITE ti Y
49' Custom Size 18.131-20.193 +80.0 •130.0 +80.0 ,-130.0 +80.0 -130.0 +80.0. -130.0 +80.0 -130.0 +80.0 •130.0 +B0.0 -120.8 +80.0 -108.1 IXTERIOR W 3 (p
o •aa
Custom Size 16.131•18.130 +80.0 A30.0 +80.0 •130.0 +80.0 -130.0 +60.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 .123.5 +80.0 -110.3 a w O
Custom Size 14.131•16.130 +80.0 -130.0 +80,0 -130.0 +80.0 .130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.8 +80.0 -1121 0 o o fn
c Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +60.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +80.0 -129.2 +80.0 -114.9 5®OR 5B 70 73 >-N o aloD K
Equal4ite 25.777 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80,0 -130.0 +80.0 -120.6 «BD.O -108.1 GLASS TYPE 6 O w U3 Z
Custom Size 24.131-25.776 +80.0 .130.0 +80.0 A3D.0 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.1 +80.0 -105.7 JO J O a y Z o
o Standard PmAm 20.844.24.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -116.7 +80.0 .104.3 Z LL co0 m_ LU C3
�B" Custom Size 20.131-20.843 +80.0 -130.0 +80.0 -130.0 +90.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.1 +00.0 -107.4 2 Uj c Z 79 n
Custom Size 18,131•20.130 +80.0 -130.0 +80.0 -130.0 +90.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -119.8 +80.0 -107.0 -GLASS
TEMPERED W U co ®� J u.xor0
GLASS oN
Custom Size 16.131-18.130 +BD.O •130.0 +80.0 -130.0 *80.0 •130.0 +80.0 -130.0 +80:0 •130.0 +80.0 -130.0 +80.0 •121.7 +80.0 -108.5 F'•W ¢ ¢ 0M0
Custom Size 14.131-16.130 +80.0 -13D.0 +80.0 .130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .124.2 +80.0 -110.5 30 I1 > )-
Shortest 1246a-14.130 +BD.O -130.0 +80.0 •130,0 *80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130A +60.0 -127.8 +80.0 -113.4 26 -t- Z Z
Equal-late 31.964 +80.0 -130.0 +80.0 •130.0 +80.0 •130.0 +80.0 -130.0 +80.0 .130.0 +80.0 -120.6 +80.0 -105.7 *76.2 -93.8 12"NOM.
Custom Size 28.131-31.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +1 -117.5 +BD.D -1026 +73.7 -90.8 EXTERIOR GLASS BITE Z LL
Standard Promm 25.794-28.130 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -119.8 +80.0 -104.6 +75.2 -92.6 = O
In
Custom Size' 24.131-25.793 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +80.0 -121.8 +80.0 -106.3 +76.4 -94.0
63" Custom Size 22.131-24.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -123.3 +80.0 .107.4 +77.0 -94.8 74 ® J
Custom Size 20A31-22.130 +80.0 -130.0 +80.0 .130.0 +80.0 -130.0 +80.0 •130.0 +60.0 A30.0 +80.0 -126.0 +80.0 -109.4 +78.3 -96.3 u
34 Z ways
Custom Size 18.131-2D.13D +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +60.0 -130.0 +80.0 -129.4 +80.0 -1120 +79.9 -98.3 GLASS TYPE 7 rn
Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +8D.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -115.1 +80.0 -100.7
Shortest 13.194"-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +8D.0 .130.0 +80.0 -130.0 +80.0 .129.2 +80.0 -118.8 +80.0 -103.5 0 D J o
Equal-lite 38.464 +80.0 .130.0 +80.0 .130.0 +80.0 -130.0 +80.0 -130.o +80.0 -130.0 +80.0 -112.5 +78.9 •97.1 469.1 -85.1 I-� 13/16"NOM. Q CO
Custom Size 36.131-38.463 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •111.7 +78.1 -96.1 +68.2 -84.0 I GLASS STACK w F_ _
Custom Size 34.131-36.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +80.0 -130.0 +80.0 -112.1 +78.4 -96.5 +68.5 -84.4 O a O U
76" Standard PmNew 3D.994-34.130 +80.0 -130.0 +80.0 •130.9 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •113.0 +78.7 .96.9 .68.7 -84.5 AIRSPACE 3116"TEMPERED
Custom Size 30.131-30.993 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -130.0 +BO.o .115.2 +80.0 -99.0 +70.2 --86.4 GLASS all!t 'asap saya5
Ell
Custom Size 28.131-30.130 +80,D -130.0 +80.D -130.0 +80.0 -130.0 1 +80.0 -130.0 +80.0 -130.0 +80.0 -115.9 +80.0 -99.5 .70.4 -86.6 \t11 /j/
Shortest 26.194'-28.130 +80.0 .130.0 +80.0 -13D.o *80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +80.0 -117.9 +80.0 -101.3 +71.5 -89.0 XGLASSTYPE
\��� Gp1Y LY/V
EquaNite 42.464 +80.0 -130.0 +80.0' -130.0 +80.0 -130.0 +80.0 -130.0 «80.0 -130.0 +80.0 -110.4 *76.5 -94.2 +66.5 411.8 `�\�'��•'1,1GEN,S+F'•/���
8
4" Custom Size 38.131-42.463 +80.0 -130.0 +80.0 -130.0 +60.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -110.1 +75.8 -93.3 •65.5 -BD.6 5®OR
Q.'
Standard Purview 34.194•-38.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 •130.0 +1 -130.0 +BD.O -111.1 +76.8 -94.6 +663 4i1.6 EXTER NO.58705
•MINIMUM SASH HEIGHTFOR FLANGEDWINDOWS IS:TIP TOTIP HEIGHT-49.391 - * _
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 - u
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 •'• r+ `
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.808 5®OR ���'•, S ATE�F (V��
%,�(�SS.Ff OR1DP,.•'G�C�\•
1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1'FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 777/10NAL
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE: -
3)FOR RADIUS TOP WINDOWS,FINS THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. A.LYNN MILLER,RE
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSUREOF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. P.E.N 58705
TABLE 6:
Anchor Quantities Required for Tip to To Width
"Through-Frame"Installation 18 33" 3T' 41" 45" 1 49" 53-1/8°
usinq Glass T es 1J Jamb Jamb Jamb Vlab Jamb Jamb Jamb Jamb
K C K K K K v �wm
Botlom Sash Description Sash Height1fir Given Range Range(in) _ _ _ _ $ _ b o TABLE 6b:
m m ¢ ¢
24" Equal-Iite 12464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Typ@ Description(Listed from Exterior to Interior)
EquaNite 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 %ppr."d as empty ng%litti tt.
31" Standard Provie 12.994.15.983 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1• 118"Annealed l bodaijawdkpwdoote
ilding Co
13/18"IG:1/8"Annealed Cap,Aimpace.118"Annealed om .
he 12.464-12.993 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 !18"Annealed N!D0 ti7
Equal-lite 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 OTIP SIZE FOR WINDOW USING GLASS TYPE 1 IS y9'tas{
Stan rouew 15.944-19.651 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 D T0.53-118"X 76".
38-3/8" Custom Size 15.131-15,943 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 I
Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Shortest 12.464-14.-130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Equal-file 22964 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Custom Size 20.131-22963 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _
StandaN Protiew 18.594-20.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _
45' Custom Size 16.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Custom Size 15.131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Custom Size 14.131-15.130 -2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Lll i m
EquaNite 24.964 2 2 1 2 2 1 2 .2 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2
Custom Size 22.131-24.963 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 w o 0 �aa
K
Standard Pm%im 20.194-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2121 O m C3 U) 1...
49" Custom Size 18.131-20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2121 2 2 2 2 2 2 2 2 2 �"r o ato0 K Q'
Custom Size 16.131.18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 r w
Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 -1 J o rl m W o
Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z lL mi ' to
O1 Equal-lite 25.777 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 =W o Z 4g r
= Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W_U 00 ®: J urno,0
F" Standard Pro%im 20.844-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1-Z v ~s¢ _J
@ >
Custom Size 20,131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 m F. 50-5/8" Custom Size 18.131•20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z m O Z
Custom Size 18.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 312 2 3 2 2 3 2 2 J �
Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z m 1L
12,464.14.130 3 2 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 �_ Ha-•
EquaNit 31.964 2 3 1 2 3 1 2 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 •GLASS TYPE 1: tO to
usto ze 28.131-31.963 3 3 3 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-37.536 ® rn J
Standard Pro%i n 25.794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-36.536 a (7 Z
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIPTO TIP HEIGHT-37.951 = Z Z 1aaV5
Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 H U
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-36.951
63" Custom Size 22.131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2� 2 3 2 2 M
Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 -2 •GLASS TYPE 2 8 3: LL CS
Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 Z = O
Custom Size 16.137-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 U j U S
Shortest 13.194•-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 J Z fn
Equal-life 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2
Custom Size 36,131-38.463 3 3 1 1 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 anll '�sa0 s ua5
Custom Size 34.131-36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3
3
2 3 3 2 3 3 2 3 3 2 \t1111 11 1111/7
76' Standard Proview 30.994.34.130 3 3 1 3 3 1 3 3 1 3- 3 2 3
Custom Size 30.131-30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ` ,`�,..•""••.. /�� i�
Custom Size 28.131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ` Q�,•' 1,ICEN,p�'
Shortest 26.194•-28.130 4 2 1 4 2 1 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 '••
Equal-cite 42464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 *;J No.58705
84" Custom Size 38.131.42463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM
THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. -
S[a0dard --34AW-38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. ATE 16 ••41i
3 FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE i�S •.'°C ORION,.•' \�
RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 77S'0(VAL 00'*''
1111111111
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF A.LYNN MILLER,P.E.
+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. P.E.#58705
TABLE 7:
Anchor Quantities Required for Tip to Tip Width
"Through-Frame"Installation 18" 25"' 33" 1 3T' 41" 45" 1 49" 53-1/6"
usinq Glass Tv Des 4-8 Jamb Jamb Jamb NJamb Jamb Jamb Jamb Jamb
M
e, ¢ re w a m re rr
Bottom Sash d °'Description Sash Heightfor Gisen Range Range(in) 'v TABLE 7b:
¢ m ¢ m ¢ m ¢ m ¢ ¢ m
24" Equai-lite 12.464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass Description(Listed from Exteriorto Interior)
Equal-lit. 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Type P!mid.u polio mplyiog with Is
4 13f16"IG:3/16"Annealed Cap,Airspace,3 16 nneale ) 0
31" Standard Pnriew 12.994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 U4tc
5 1f8"Tempered 4OAN
10.
Shortest 12.464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 13f16"IG:1/8"Tempered D.P,Airspace,1f8"Tempered
Equal-lite 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 7 3116"Temperetl 131�!D 'e r.utW.,
Standard ProNew 15.944-19.651 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 13116"IG:3/16"Tempered Cap,Airspace,3116'Tempered .Q
38-3/8" Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3
Custom Size 14.131-15.130 2 2 1 2 2 1 79
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3
Shortest 12.464-14.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3
Equal-lite 2Z964 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2
Custom Size 20.131-22.953 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 _
Standard ProNew 18.594•20.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3
45" Custom Size 16.131.18.593 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 a:
Custom Size 15.131-16,130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3
Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3
Shones[ 12.464-14.13D 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 13 m Y
Equal-lite 24.964 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 j K U
Custom Size 22.131-24.963 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 w ^a!I
Standard P.,A-20.194-22.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 p �m p O
49" Custom Size 18.131-20.193 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 3 3 2 3 3 3 2 3 3 }n o a1o0 0 Q
Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Q F w U O
Custom Size 14.131.16.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 J M a Z Z
.. Shortest 12464-14.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Z lJL ,v i ,� - to
.,u Equal-lite 25.777 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 L Z 4g r
= Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 r W U C) 9 J Mv.O
o Standard PmA-20.844-24.130 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 I-Z ¢ J u vN
W �. . ¢ DMu
.. Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 }
~ 50-5/8 Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 2 3 O Z v O
Custom Size 16,131-18.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 J N
Custom Size 14.131-16,130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Z 03 W
Shodest 12.464-14.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Z) Fa- O
Equal-lice 31.964 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 } r
Custom Size 28.131-31.963 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ® r" J ~
Standard PmNew 25.794-28.130 3 2 1 3 2 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 # O ~
Z 1aa45
Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 U)
63" Custom Size 22.131-24.130 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 3 3
Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 3 3 3 3 3 3 2 3 u- O
O O 0o
Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 2 3 2 2 4 2 2 4 2 3 4 2 3 3 2 3 F Z_ O tD
Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3 W U 2
Shortest 13.194'-16.130 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3 O J Z
Equal-lite 38.464 3 3 1 3 3 1 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 3 2
Custom Size 36.131-38.463 3 3 1 3 3 1 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 3 2 a/1q rosaC saua5
Custom Size 34.131-36.130 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 2 3 3 2 3 3 2
11
76" Standard PrvAm 30.994-34.130 3 3 1 3 3 1 3 3 2 3 3 2 4 4 2 3 3 2 3 3 2 3 3 2 \�\\ ONY LYNN
Custom Size 30.131-30.993 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 2 3 3 2 3 3 3 '��''•V1GEN$F ����i
Custom Size 28.131-30.130 3 3 1 3 3 1 3 3 2 4 3 2 4 3 2 4 3 2 3 3 3 3 3 3 QC�:' •.•��
Shortest 26.194•-28.130 4 2 1 4 2 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 3 N0.58705
Equal-life 42.464 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 _ -
1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM
84'. Custom Siza 38.131-42.463 3 4 1 3 4 1 3 4 2 3 4 2 4 4 2 3 4 2 3 4 2 3 4 2 - -
THETIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. - - I
Standard Pro�iew 34.194•-38.130 4 3 1 4 3 1 4 3 2 4 4 2 a 4 2 4 4 2 4 4 2 4 3 2 �� •, � �\ '
•MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. �O�'., STIER (V\�
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 ''•'.c4MINIMUM SASH HE GHT FOR FLANGED, ORIDP.
MINIMUM SASH HEIGHT FOR INTEGRAL FIN IUS TOP WINDOWS IS:TIP TOTIP HEIGHT-49.806 3)FORANDEQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.606 RADIUS OP WINDOW WILL DIUS TOP OWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE
LLL COMPLETELY F T WITHIN.
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF A.LYNN MILLER.P.E.
+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. P.E.tt 58705
1
I
- 1
INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION - ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X
EDGE DISTANCE DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU.
OPTION 1 �_—_—_ SEE NOTE 2,THIS SHEET.
r—'T---- T--1 EMBEDMENT
ANCHOREDTHROUGH EMBEDMENT
1/4°MAX SHIM
FRAME INTO 2X WOOD � 114"MAX SHIM
FRAME OR BUCKSTRIP. "
SEE NOTE 2,THIS SHEET. rim
EMBED- I T— 4 I.� SASH VISIBLE 17
MENT EDGE " I LIGHT WIDTH EDGE e,pp�wsetl 8pq�m(�Iylxg wy6 t5a
iLLI�L_. DISTANCE DISTANCE pulk9a /.y.HngC
Date
114"MAX SHIM 19 IRiar{Dcd^r'mdact.`.,'s.+':mr
FIXED VISIBLE
26 L_— _ — LIGHT WIDTH I -
1 SEETABLE
NOTE B.FOR
30 '
18 HEAD TYPE
TYP.ANCHOR TYPE, 44
FIXED EMBEDMENTAND °•
VISIBLE EDGE DISTANCE PER
LIGHT SUBSTRATE,SEE
HEIGHT TABLE B. 31 5 OR 56
TIP TO TIP WIDTH TYP.ANCHOR TYPE,
JL 32 EMBEDMENT AND Li °r 1'
EXTERIORDI
TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A EDGE BSTANCE PER
SUBSTRATE.SEE
45 EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, TABLE S. E Z� o T
14 - SEE TABLE 8. .�( 174"MAX,SHIM (D N i a!°0 Ww
VISIBLE LIGHT FORMULAS: ;7 w z
DADE APPROVED MULLION,FBC (SHOWN FOR HI-RISE SILL;SEE —! O a y Z o
46 55 COMPLIANT ALUMINUMISTEEL FRAMING p LL o r- Ill o
SHEET 10 FOR STANDARD SILL) Z=Up m x - to
43 OR STEEL STUD.MAYBE VERTICAL OR j tr .0 Z F r-
TIP
13 HORIZONTAL.SEE SUBSTRATE WIDTH U p,6
TO PROPERTIES,TABLE 8. @ SASH&FIXED LITE:TIP TO TIP WIDTH-5.12" Ill LU rs'¢ -J
71p 63 USE EITHER 1 - �W
HEIGHT SWEEP LATCH HEIGHT(EQUAL-LITE)
ti ~
MIDSPAN OR 2 O U)
BOTTOM LOCKS INSTALLATION TIP TO TIP HEIGHT/2-3.73" Z oa Z N
SASH OPTION 4 HEIGHT(PROVIEW)
VISIBLE L
ANCHORED THROUGH @FIXED LITE:TIP TO TIP HEIGHT/2+3.78" = 00
LIGHT FRAME INTO METAL
@SASH:TIP TO TIP HEIGHT/2-11.93" m 2 Z 00
® N W
HEIGHT HEIGHT(CUSTOM SASH) 0
@FIXED LITE:TIP TO TIP HEIGHT•SASH HEIGHT-3.55" z U iaay5
@SASH:SASH HEIGHT-4.60' w
EXTERIOR TABLE 8: O = W o
a33 Anchor Substrate Min.Edge Min.Embedment NOTES: (D m
10 Distance w Q
15 P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON O J J Cl)
OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY ¢ LL
42 SILL SHOWN.SEE 18-8 of 410 Aluminum,6063-T5 min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF a,1!L •°sa0 saua5
1"WEEP SHEET 10 FOR THE WINDOW.
A36 Steel 3/8" 0.063" ,{111II11/j
NOTCH AT STANDARD SILL. SS eW ��OtyY LYNN !/''%
EACH END f.33 " 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE \
1/4"MAX. 8.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE �/
SHIM Concrete(min.3.35 ksi) 1" 1-3/4" .•'•L{CENgF'•,C�
1/4"410 SS CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL t'
n -90) 2-1/2" 4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS Q•'
CfeteFle DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS Nc.58705
P.T.Southern Pine(SG=0.55) 1" 1-3/8"
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER
NO ANCHORS •° ° Concrete(min.2.85 ksi) 1" 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND — p
1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR 7J O Ig -
REQUIRED IN 4 UngrOUtad CMU,(ASTM C-90) 2-1/2" 1-1/4" ARCHITECT OF RECORD. ATE •��
FLANGE OR ° Ultracon .n'•, <U�
EQUAL-LEG P.T.Southern Pine(SG=0.55) 1" 1-3/8" F<OR1OP.•_•'`GN
FRAME SILLS A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS �i SSA '•••••• G\
B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEXIFLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. 7i/,ZONAL
VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD.
C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,P.E.
P.E.#58705
INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU.
OPTION 1 SEE NOTE 2,THIS SHEET.
ANCHOREOTHROUGH r EMBEDMENT EMBEDMENT
FRAME INTO 2X WOOD 1/4"MAX SHIM
FRAME OR BUCKSTRIP. � 1/4"MAX SHIM
SEE NOTE 2,THIS SHEET. � EMBED- l- 1� SASH VISIBLE 17 ° ° EDGE �PPt'eveil as comp!;o wp6 to
T « LIGHT WIDTH Floi idn liiJing OoJc
EDGE DISTANCE 80
DISTANCE f1O,y#
1/4"MAX SHIM 19 bL'awl aad.Pmdust Ooa +
FIXED VISIBLE
- ----L'--J e V
SEE TABLE LIGHTWIDTH
3 NOTE B,FOR
g HEAD TYPE
30 1
FIXED TYP.ANCHORTYPE, 44
VISIBLE EMBEDMENT AND N
EDGE DISTANCE PER
LIGHT SUBSTRATE,SEE p
Lj4
HEIGHT TABLE8. 5 OR SB 6
BUCK WIDTH - I TYP.ANCHOR TYPE,
32 EMBEDMENTAND ci to Y
EXTERIOR EDGE DISTANCE PER UJ ? O
TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A SUBSTRATE,SEE vi O 'nay
45 EMBEDMENT AND EDGE TABLE B. W O
DISTANCE PER SUBSTRATE, 0 O to .-
SEE TABLE B. 0 n o al op O
14 Imo— 114"MAX.SHIM VISIBLE LIGHT FORMULAS: p v Fw U) O
46 55 (SHOWN FOR HI-RISE SILL;SEE O d Z Zo
SHEET 10 FOR STANDARD SILL) Z LL m i W �
43 DADE APPROVED MULLION,FBC =W °'•+ Z .a "-
BUCK 13 COMPLIANT ALUMINUM/STEEL FRAMING WIDTH W U ®j J u•o�p
HEIGHT 63 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR @ SASH&FIXED LITE:BUCK WIDTH-4.12" W Z 00 00 �< J pMp
SWEEP LATCH @ HORIZONTAL.SEE SUBSTRATE O W ¢ Q
MIDSPAN OR 2 PROPERTIES,TABLE B. HEIGHT(EQUAL-LITE) ^o� >- z
BOTTOM LOCKS BUCK HEIGHT/2-3.23" .-Z Z
INSTALLATION (0
SASH HEIGHT(PROVIEW)
VISIBLE EQUAL OPTION @FIXED LITE:BUCK HEIGHT1244.28" j O O
LIGHT LEG/BOX ANCHOREDTHROUGH @SASH:BUCK HEIGHT12-11.43" = F M
HEIGHT FRAME FRAME INTO METAL ® N W
SHOWN HEIGHT(CUSTOM SASH) W
@FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" Z N taays
@SASH:SASH HEIGHT-4.60" ? O X
EXTERIOR TABLE 8: LL J Qo
a °
33 Anchor Substrate Min.Edge Min.Embedment NOTES: < m
15 12 Distance w _
P.T.Southern Pine(SCr0.55) 9/16" 1-3/8" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON O J O V)
OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q W
SILL SHOWN.SEE Aluminum,6063-T5 min. 3/8" 0.063 A36 Steel 3/8" 0.063"" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF
1"WEEP SHEET 10 FOR aill asap sa��a5
42 18-8 or 410 THE WINDOW.
NOTCH AT STANDARD SILL. SS Screw ���\ NY LYNA,
EACH END Steel Stud,Gr.33 min. 3/8" 0.045" 18(ia 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE \ ()
1 HI MAX. B.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE A�•''�yCEN,p''•,!
SHIM Concrete(min.3.35 ksi) 1" 1-314" : F !
1/4"410 SS CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL � Q•;' •.Cn�
Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS No.58705
CrateFlex =# '
DEPICTED AS 2X ARE 1-1l2"THICK OR GREATER,IX AND 2X BUCKS
P.T.Southern Pine(SC=-0.55) 1" 1-3/8"
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER _
NO ANCHORS ° 1" --p
Concrete(min.2.85 ksi) 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND �{ y
REQUIRED IN ° 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OFTHE ENGINEER OR
FLANGE OR . Ungrauted CMU,(ASTM C-90) 2-1/2" 1-1/4" 'O S OF
Ultracon ARCHITECT OF RECORD. :1'•, C(7��
EQUALLEG ° P.T.Southern Pine(S&0.55 1" 1-3/8" 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS -��S
FRAME SILLS s'F��RIDA..•'G���
•• ° A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. ��//ANAL�N 0'
B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEX/FLAT HEAD TYPE IS 1 y y
VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD.
C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER,P.E.
P.E.#58705
INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES
EDGE EDGE
- I DISTANCE DISTANCE
�-+-- EMBEDMENT i O O
--EDGE
DISTANCE 114"MAX SHIM 114"MAX SHIM
5 SASH VISIBLE 17 approved ne complying w46 to
LIGHT WIDTH F)orld Rri�%Ict -zftal
EMBEDMENT Da1c
lt� N0."
26 19 ASI ut IIx.
�114"MAX. EMBEDMENT n I FIXED VISIBLE ,,,......JJJ
2 SHIM LIGHTWIDTH I �`
30 18 TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE �M
FIXED DISTANCE PER SUBSTRATE, 44
VISIBLE SEE TABLE 9. -
LIGHT
HEIGHT I�Lik
OR 56 5
BUCK WIDTH
32 � TYP.ANCHOR TYPE, b � Y
HORIZONTAL SECTION C-C EMBEDMENT AND EDGE j y Z
45 DISTANCE PER SUBSTRATE,SEE y 4
TABLE 9.(NAIL SHOWN) 0 w 'ct O)
DADE APPROVED MULLION,FBC � �-
14 COMPLIANT ALUMINUM/STEEL FRAMING >-N z w a760 Z Q
1/4"MAX.SHIM —►{ OR STEEL STUD.MAY BE VERTICAL OR O v H w O
HORIZONTAL.SEE SUBSTRATE O-j O W O
.PROPERTIES,TABLE 9. VISIBLE LIGHT FORMULAS: Z�- co m ^ , I
BUCK 43 13 (SHOWN
8 OR 9 FOR HI FOR RD SILL;-RISE SILL)E W_U b ®� J u col r
0 'oN
HEIGHT USE EITHER 1 F-Z V HS� J
63 SWEEP LATCH @ #10 OR#12 STEEL WIDTH O IlJ - Q 7M0
MIDSPAN OR 2 46 55 SELF-DRILLING @ SASH 8 FIXED LITE:BUCK WIDTH-4.12" ^p� 'a w
BOTTOM LOCKS SMS(G5),SEE TABLE 9. r.Z u Z N
HEIGHT(EQUAL-LITE) LL
SASH - BUCKHEIGHT/2-3.23" Z O O
VISIBLE INSTALLATION = U o
LIGHT HEIGHT(PROVIEW)
HEIGHT OPTION @FIXED LITE:BUCK HEIGHT/2-4.28" ® W W
ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11.43" w (D >
INTEGRAL FIN INTO METAL i Z Z IaavS
HEIGHT(CUSTOM SASH) (0 LL
16 STANDARD SILL
@FIXEDLITE:BUCK HEIGHT-SASH HEIGHT-2.55" < n J Q
EXTERIOR SHOWN.SEE @SASH:SASH HEIGHT-4.60" O Z Q< o
33 SHEET FOR (0 r-
42 8 OPTIONAL HI-RISE O = LIJZ =
1"WEEP SILL. TABLE 9: Q
NOTCH AT—,
EACH END Min.Edge Min. Lau1 '�sao sauas
1/4„MAX Anchor Substrate
Oista a Embed=nt NOTES:
SHIM 2-1/2"x.113"Box Nail P.T.Southern Pine(SG=0.55) W16" 2.438 Y LYNN,1
1)USE ONLY SUBSTRATE-APPROPRIATE ��
2-1/2"x.131"Common Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 ��,.• •••• ..,
ANCHORS LISTED ON TABLE 6.FOLLOW
2-1/2"x.145'Roofing Nail P.T Southern Pine(SG=0.55) 3/8" 2.438 EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q�; F •.��
2-1/2"x.145'Roofing Nall P.T.Southern Pine(SG=0.55) 3/8" 2.438 INSTALLATION OPTION SHOWN MAY BE USED •'.�
TYP.ANCHOR TYPE, Q P.T.Southern Pine(SG=0.55) 112" 1.375 ON ANY SIDE OF THE WINDOW. No.58705
EMBEDMENT AND EDGE EDGE DISTANCE #10 Steel Trusshead Screw or 0.125"Aluminum,6063-T5 min. 5/16" 0.090 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO -_-0 ✓e
DISTANCE PER SUBSTRATE, #12 Steel,18-8 or 410 SS /
SEE TABLE 9. .050"A36 Sleel 5/16" 0.050 REFERRED TO AS DAYLIGHT OPENING)IS (
EMBEDMENT BeSCreW MEASURED FROM BEADING TO BEADING. 'Q SS ATE..
(SCREW SHOWN) 0.045" 18 Ga)Steel Stud,Gr.33 min. 5116" 0.0450 T•'•
A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. � NAL.
VERTICAL SECTION D-D '' SO/ ,III(1��` \`
i
A LYNN MILLER,P.E.
P.E.#58705
2.560" 3.185" 2.060"
2.84 2.848"
8"
1.125"
2.112" 2.848" - .062" .062" .062"
2.724" 2.724" 2.724"
A Famvmd ae-1 11n2�ftb r.,
1.489" 1.125" Ptuetil lt�ldl.6 C'.10
967" Pak
.062" .062" �F-� .062"
1 TfiExial Dr„4-T4ndcat tml'
tO FLANGE FRAME HEAD O HEAD INTEGRAL FIN FRAME O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB O IN
JAMBRAL FIN FRAME O EQUAL LEG FRAME JAMB
2.798 2.798" 2.798" �{
2.798" 2.798" �I 2.798"
LU = (q
2.841" 3.466" 2.341° 3.508" 4.133" 3.008" vi O a
w a
�
.062" .062" o O
-� o
.062° � .062" .062" .062" �N i� a!°p 0 Q
OM d� Z o
zLL 2. LU C)
1.125" LLi
1.125" U U d p!
FLANGE FRAME SILL EQUAL LEG FRAME W j
m F- J °
7O FLANGE FRAME SILL O EQUAL LEG FRAME SILL to tz z x¢ MOJO 'ON
HI-RISE } SILL HI-RISE W 'T J
co Q OMO
O INTEGRAL FIN > a e FRAME SILL tt INTEGRAL FIN FRAME Z m o Z N 2.273" -1 OSILL-HI•RISE r
2.273" U
-� Z Q
1.300" SILICONE JN
-MELT BUTYL m =
.120" -�{ STRUCTURAL ® W
STRUCTUR3/i6"NOM. J
POLYISOBUTYLENE 1/4"NOM. # U'
.170 2.772" WITH SILICO Z taa4S
TH
2.150" 2211 III 2.105" DESICCANT FOAM DESICCANT < Z
'062" UU .052, EXT.GLASS O Z O p
EXT.GLASS CID
w g n I
I I INT.GLASS .GLASS L) J X U
.062" -�-If -- 'l 1.300" �- "I 1.300" I� Q W
70 KODISPACE 4SG TIPS 71 SUPER SPACER'NXT TM etJ UJI saua5
SASH BOTTOM RAIL-
ta SASH TOP RAIL to FIXED MEETING RAIL is to SASH BOTTOM RAIL ,
HI-RISE `\\11t11 11lt!!/!/
�pNY.LYNN
ALUMINUM POLYISOBUTYLENE DESICCANT FILL
LSGENS
�+ 1.446" 465"f- ��++-- REINFORCEMENT SEAL 5/16"NOM. Cam;' F '•� ��
1.522" +-� .L I � 4" .773" 1 SILICONE SEAL *�'
.040" ' ROLL-FORMED Fa NO.58705
.062" .627'• BUTYL&
.040" ,802^ STAINLESS STEEL
1.235" .802' DESICCANT _-10
Qt
.813" I .802" FOAM (g
I EXT.GLASS %O STA E F
1.370" EXT.GLASS '•, •' �(/
--►� 1.300" I+- .070" -��- .070" Imo_ INT.GLASS �� i
t7 SASH SIDE RAIL to COVERHEADNCHOR to SASH STOP COVER z5A IG BEAD zse IG SNAP BEAD zs 1/8"&3/16"BEAD O ® O .M INT.GLASS '�,S�oNAL EN\� 1
DURASEAL 72 SPACER 73 XL EDGE SPACER I
A LYNN MILLER,P.E.
P.E.#58705
TABLE 11:
Item PGTPart# Description Material 51 ASSEMBLY DETAILS FOR
1 642001 Head,Flange Alum.6063-T6 FLANGE FRAMES
2 642017 Head,Integral Fin Alum.6063-T6 (OTHER FRAME TYPES SIMILAR).
3 624028 Head,Equal-leg Alum.6063-T6
4 624004 Jamb,Flange Alum.6063-TB
4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1 4
5 624020 Jamb,Integral Fin Alum.6063-T6 51 approved ns wmpiying with 4v
5A Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum.6063-T52 L kdJt e'tdi"g e
Alternate6 624031 Jamb,Equal-leg Alum.6063-T6 xOgrl-
6A Jamb,Equal-leg(Used For Alternate Radius Top Head) Alum.6063-T52 ,ml osae rmdu<t Con6o1
40 HEAD
7 624002 Sill,Flange Alum.6063-T6
8 624018 Sill,Integral Fin Alum.6063-T6 INTERIOR
9 624029 Sill,Equal-leg Alum.6063-TS 41
10 624003 Silt,Hi-Rise,Flange Alum.6063-TB JAMB
11 624019 Sill,HI-Rise,Integral Fin Alum.6063-T6 0
12 624030 Sill,Hi-Rise,Equal-leg Alum.6063-T6 4 14
13 624006 Sash Top Rail Alum.6005A-T61
14 624005 Fixed Meeting Rail Alum.6W5A-T61 INTERIOR
15 624012 Sash Bottom Rail-Hi-Rise Alum.6663T6 <21
16 624068 Sash Bottom Rail Alum.6063-T6 JAMB w Co
17 624007 Sash Side Rail Alum.6063-T6 > y o
18 624051 Head Anchor Coker Alum.8063-T6 FIXED MEETING RAIL O o o U)
19 624015 Sash Slop Alum.6063-76 >- ,loc O
25A 624ON IG Bead Alum.6063-T5 6 N z y �
256 624011 IG Snap Bead Alum.6063-T5 o�' arc Z Z
26 624013 1/8"&3116"Bead Alum.6063-TB Z LL m .. - to
30 6TP247 GlazingBead,Bulb Vinyl for#624023 Vinyl 0 2 ti
31 BTP248 Glazing Bead,Bulb Vinyl for#624009򘖋 Vinyl SASH BOTTOM RAIL w L) CS ®; J �'`o
SASH " ° oN
32 724046 Sweep Latch(@ Top Rail) Cast Zinc 4 16 ~o w , a a Q OMo
33 624049 Bottom Latch(@ Sill) Alum.6063-To" SIDE > a r
34 Setting Black(1/8"X 1/2"X4") Neoprene JAMB RAIL Z °.' $ Z N
35A IG Setting Block(1/6"X3/4"X4") Neoprene C9 O —
3513 724014 IG Snap Setting Block Vinyl ¢ O
36 724044 Bottom Rail Weatherstrip Extension = I-
37 724053 Sill Gasket Polyethylene 17 ® LU m p i
38 724054 Sash Top Rail Gasket Polyethylene (D W
39 724055 Sash Bottom Rail Gasket Polyethylene 37 iaays
U) Z
40 724057 Head Gasket Polyethylene < of
g of Q
41 724063 Meeting Rail Gasket Polyethylene 0 ::) C) o
42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene a21
43 Weatherstrip,.270"X.187",Fin Seal(@ MR) INTERIOR 00
44 67S16G Weatherstrip,.170"X.270",Fin Seal(@ Sash Side Rail) 39
45 Weatherstrip,.170"X.187",Fin Seal(@ Top Sash Rail)
46 varies Balance with Cover&Trim Rigid Vinyl
51 781PSQX #8 X 1"PH SMS(Assembly) Stainless Steel �.� �N�•LYNN,'f'.''•�
55 7834AA #8 X3/4"Ph.PN SMS(Balance) Stainless Steel VLINTERIOR
51 TABLE 10:MATERIAL PROPERTIES USED �� '��;.•'41GENSE'',/��( �� I
FOR ANCHORAGE CALCULATIONS: C�
63 Alum.Screen with Fiberglass Mesh Varies Q';'. •F
70 - Kommeding Kodispace 4SG TIPS Material Min.Fy Min.F. *: No.58705 �
71 - Qua ex Super Spacer nXT See Sheet Steel Screw 92 ksi 95 ksi _ _ f
72 - Quanex Duraseal Spacer 11 for 410 Screw 60 ksi 1 ksi
73 - Cardinal A Edge Spacer Materials 410 Screw 90 ksi 110 ksi !Aplr Eleo UltraCorO 155 ksi 177 ksi %�,n 474Dow 791,899 or GE 77W Backbedding •
NOTES: 410 SS Elco CmteFlex(& 127.4 ksi 189.7 ksi
6063-T5 Aluminum 16 ksi 22 ksi • ••'••��G���
1)ALL CORNERS TO USE GASKET AND/OR SEALANT. A35 Steel 36 ksi 58 ksi iss/O
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Gr.33 Steel Stud
2)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 33 kei 45 ksi
A LYNN MILLER,RE t
P.E.#5e705
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