HomeMy WebLinkAboutProduct approvals, mullions ' Florida Building Code Online =L5 Pam f -•
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Product Anor—al MNil,>Product or Acolicatlon Search>Anolicatlon I No>Application Detail
FL k FL15353-R2
L-y--� —^+- w-- ---- Application Type Revision
Code Version 2014
Application Status Pending FBC Approval
Comments
Archived
Product Manufacturer MI windows and odors
Address/Phone/Email 650 West Market Street
Gratz,PA 17030 1
(717)365-3300 Ekt 2560
bsitlinger@miwd.com
Authorized Signature - Brent Sitiinger
bsitlinger@miwd.cdm
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Luis R Lomas,PE
Evaluation Report
Florida License PE-62514 -
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Steven M.Urich,PE
J Validation Checklist-Hardcopy Received
Certificate or independence FL15353 R2 COI,FL-COI gyif
r
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1710.5.3
Product Approval Method Method 2 Option B
Date Submitted 06115/2O15
Date Validated 06/15/2015
httti:/Aloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWISXrzuh... 7/24/2015
l ,
Florida Building Code Online Page 2 of 3
Date Pending FBC Approval 06/21/2015
Summary of Products
FL iModel,Number or Name Description
i 15353.1 15764 Horizontal Aluminum Mullion !
Limits of Use Installation Instructions
! Approved for use In HVHZ:No FL15353 R2 11 08-01446A.Ddf 1
Approved for use outside HVHZ:Yes Verified!By:Luis R Lomas,PE PE-62514
! Impact Resistant Yes Createdlby Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size:52-1/8"x 84'.Max mullion span: FLIS353 P.2 AE 512072A.pdf
52-1/8". 1 Created by Independent Third Party:Yes
y' 15353.2 15764 Vertical Aluminum Mullion
Limits of Use Installation Instructions I
Approved for use to HVHZ:No FL35'. � R2 II 08-01439A.Ddf
Approved for use outside HVHZ:Yes VerifiedlBy:Luis R Lomas,PE PE-62514
_ Impact Resistant:Yes Created,by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size:52-1/8"x 84"-Max mullion span:83' FL15353 R2 AE 512063A.0f
Created by Independent Third Party:Yes I
1S353.3 i5765 Horizontal Aluminum Mullion .
Limits of Use Installation Instructions
Approved for use in HVHZ:No F1_15353 R2 11 08-01449A.r.df !
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514
Impact Resistant.-Yes Created by Independent Third Party:Yes i
Design Pressure:N/A Evaluation Reports !
Other:Max single window size:52-1/8-x 84".Max mullion span: FL15353 R2 AE 512073A.2df
i
104-1/4° Created by Independent Third Parry:Yes
15353.4 15765 Vertical!Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15353 1,2 11 08-01440A.Ddf
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports !
i Other:Max single window size:52-1/8'x 84'.Max mullion span:83". FLIS353 R2 AF 512064A.Ddf
Created by Independent Third Party:Yes
15353.5 CM-18514 Vertical'Aluminum Mullion
Limits of Use Installation Instructions
! Approved for use in HVHZ:No FLIS353 P2 11 08-01442A.Ddf
Approved for use outside HVHZ•Yes Verified By:Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:NJA Evaluation Reports
Other:Max single window size:52-1/8"x 84'.Max mullion length- FL15353 R2 AE 512066A.Ddf
83". Created by Independent Third Party:Yes
15353.E CM-18520 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use In HVHZ:No FLIS353 R2 11 09-01451A.mi
Approved•for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514 f
Impact Resistant:Yes Created by Independent Third Party:Yes `
Design Pressure:N/A Evaluation Report
Other:Max single window size-52-1/8'x 84".Max mullion span- FL15353 R7. AE 512075A.00f
1104-1/4• Created by Independent Third Party:Yes
15353.7 CM-18523 Horizontal Aluminum Mullion
i Limits of Use Installation Instructions
FLIS353 R2
Approved for use in HVHZ:No ❑ 06-01452A.1Ji1f
!Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514
Impact Resistant Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size-52-118"x 84•.Max mullion span- FL15353 P.2 AE 512076A.odf
304-1/4-. Created by Independent Third Party:Yes
15353.8 CM-18531 Vertical Aluminum Mullion
Limits Of Use Installation Instructions
Approved for use in HVHZ:No FL15353 F2 II 08-01443A.pdf
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62-914
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size:52-1/8"x 84".Max mullion span-83" FL15353 R2 AE 51.2067A.12if
Created by Independent Third Party:Yes i
!I 15353.9 CM-18532 Horizontal Aluminum Mullion
!Limits of Use Installation Instructions
Approved for use in HVHZ:No F1.15353 R2 11 08-01453A.adf
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514
r Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
! Other:Max single window size-52-1/8"x 84".Max mullion span- FL15353 R2 AE 51207-,A.Ddf
1104-1/4' Created by Independent Third Party:Yes
_ 1 15353.10 CM-18533 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15351 R2 II 08-01444A odf
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE FE-62514
Impact Resistant Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size:52-1/8"x 84".Max mullion span:83• FL15353 R2 AE 512068A odf
Created by Independent Third Party:Yes
15353.11 CM-18534 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS353 R2 11 05-01454A.gdf
i Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62S14
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size:52-1/8'x 84•.Max mullion span: FL15353 R2 AE 512078A,pdf i
104-1/4'. Created by Independent Third Party:Yes
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtH8572gvdWISXrzuh... 7/24/2015
. r 1I{ ♦I '
REVISIONS
REV DESCRIPTION GATE APPROVED
A REVISED INSTALLATION DETAILS O6/10/15 R.L.
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY ANCHORING NOTES:
TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM
3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS
- DESIGN-OF-THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION SHEET 3.
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 2) FOR ANCHORING INTO CONCRETE USE 1/4"TAPCON WITH —
4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT
PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS SHOWN IN INSTALLATION DETAILS SHEET 4.
DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED 3) ALL FASTENERS TO BE CORROSION RESISTANT.
UNDER SEPARATE APPROVAL, 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND
SHOWN IN THIS DRAWING, WINDOWS MUST BE MANUFACTURED BY MI ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
WINDOWS AND DOORS, INC. LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
WINDOW OR DOOR UNIT. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N,
8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE TYPE 1 (OR GREATER).
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS 5) TO ATTACH MULLION TO CLIP USE (4) fj i0 x 1 1/4" SELF
ANCHORED AS SHOWN HEREIN. DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED.
9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED HOLES FOR SCREWS ARE NOT PRE-DRILLED BY MANUFACTURER.
IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED
HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING
TO THIS DOCUMENT.
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
-- - - ---- -- __ _ ___
2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON -- - --
PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH.
3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION
SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING
FOR PRODUCT IN STEP 2.
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP 1.
TRIBUTARY WIDTH = W1 + VJ2
2 SIGNED:0611112013
M65o WINDOWS EST KED STREET DOORS \\\`J\S tRIIL04v
GRATZ, PA 17030-0370 `v�r�\CENS-9iD��
TABLE OF CONTENTS CM-18531 - VERTICAL MULLION *• 0,�&y�6/1� *�
SHEET NO. DESCRIPTION 83" MULLION SPAN GENERAL
,l�srn6a�1
GENERAL NOTES ��o� STATEE OF
1 NOTES DRAWN: 0'NO N0. REV O��tS
2 CONFIGURA710N5 AND DP CHART V.L. �� OS SOE�443 A /Z"104A j1� \\�\
3 INSTALLATION DETAILS NTS 01/11 12 1 OF 3
REVStONS
107 3/8" 107 3/8" 107 3/8" REV DESCRIPTION DATE APPROVED
COMBINED WIDTH COMBINED WIDTH TOMBINED WIDTH
M W2 OM�r W2 W2 A REVISED INSTALLATION DETAILS 06/10/15 R.L.
�� � � I II
83" / 8.3 / / B3" //
FRAME WINDOW WINDOW FRAME WINDOW WINDOW FRAME WINDOW WINDOW
HEIGHT HEIGHT HEIGHT
(MULLION (MULLION (MULLION
SPAN) /f SPIN) ( SPAN)
107 3/8" 107 3/8" F_ 107 3/11" _
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
W1 ��W2 W1 Ir-11" q
W1-Ir-W2
883" // /� WINDOW 1/ 83 // WINDOW 83" / /l WINDOW
FRAME WINDO WINDO FRAME / FRAME WINDOW
HEIGHT HEIGHT HEIGHT WINDOW
(MUL
LION / (MULLION (MULLION
A /
/ SPAN) // // I SPAN)
W2 W1 -It- W2 W1 ��W2 -
107 WI L- 07 1 3/8" 107 3/8"
t-COMBINED WIDTH COMBINED WIDTH C OMBINED WIUTH
_ APPROVED CONFIGURATIONS
-MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS
WIDTH DOES NOT EXCEED 107$B'AS SHOWN HEREIN.
Design pressure rating(pso Design pressure rating(pso
Units anchored info wood framing Units anchored Into masonry/concreto
D72.00
Tributary w dt (In) Mullion Tributary width(nJ
18,13 25.50 30.00 42,00 48.00 52.13 span(in) 18.13 25.50 36.00 42.00 48.00 52.13
130.0 130.0 130.0 130.0 130.0 130.0 25.00 130.0 130.0 130.0 130.0 130.0 130.0
130.0 130.0 130.0 130.0 130.0 130.0 37.38 130.0 130.0 130.0 130.0 130.0 130.0 SIGNED:0611112015
130.0 130.0 130.0 130.0 130.0 130.0 49.63 130.0 130.0 130.0 130.0 130.0 130.0
130.0 130.0 112.0 103.0 87.3 94.7 62.00 130.0 130.0 128.7 118.4 111.8 108.8 MI WINDOWS AND DOORS �Illlllllr//�/
130.0 130.0 103.5 9 ,7 M. 86.0 65.63 130.0 130.0 118.9 108.0 102.1 98.8 650 WEST MARKET STREET �\\�5 R L0t1/7��i
130,0 17.4 91.3 82.8 77.0 74.1 72.00 130.0 130.0 104.9 95.2 88,5 85.2 �,••• •• 9
84.00 130.0 97.6 71.8 63,2 57.2 54.0 84.00 130,0 97.6 71.8 63.2 57.2 54.0 GRATZ, PA 17030-0370 `��•v�CENS�••cP
CM-18531 - VERTICAL MULLION _*• 0 261
LARGE AND SMALL MISSILE IMPACT,LEVEL D.WIND ZONE 3 83' MULLION SPAN
CONFIGURATIONS AND DP CHARTS y�l, STAT OF ty
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND OO NOT G. ,tL
INCLUDE FLANGE DRAWN; DriO NO. REV
SCALE oaTE OB 50443 A /J7S�ONAl11 \��
NTS 01/11/12 2 OF 3
s REV ONS I
2 1/2" MIN, REV DESCRIPTION DATE APPROVED
— EDGE
DISTANCE MASONRY/CONCRETE A REVISED INSTALLATION DETAIL os/tD/15 tt.l.
BY OTHERS 3 17/32"
4.
1 1/4" 1 1/8"
C MIN. EL48EDMENT
L
SECT CM-18531 MULLION
ALUMINUM 6005-T5.125'THICK ---
1/4" TAPCON
SECT5768
CLIP
4 5/8 � o
CUL
SECT CM-18531
MULLION
1 29/32" 27/32"
SECT5768 25/32-
CLIP
1 9/16" '
(� #10 WOOD SCREW I CLIPINSTALLATION
I 4X w5/32"
— — — — 3/8.
1 3/8 MIN. SECT5768 CLIP - --- - - —-—
EMBEDMENT ALUMINUM 6063-TS.093"THICK
1/2" MIN. WOOD FRAMING/
2X BUCK
EDGE
DISTANCE BY 07HERS
SIGNED:0611112015
VERTICAL CROSS SECTION MI WINDOWS AND DOORS ��\llll11II1��
MASONRY/CONCRETE AND WOOD FRAMING ���$ ItL O�Y/l��
6 WEST MARKET STREET
INSTALLATION GR ` J
GRATZ, PA 17030-0370 `�v••��CENBF•9dT��
NOTES: CM-18531 — VERTICAL MULLION _*�•�/ 0 6
1) FOR FRAMING INSTALLATION USE ALL FOUR HOLES IN 83" MULLION SPAN �,p
INSTALLATION.CLIP. INSTALLATION DETAILS �qo, TAT OF
2) A�REACHOEND/OFOIINSTALLATION CLCRETE IP.INSTALLATION
USE HOLES
EV
V.L.
L" Dwc"a• 08—O'1443 RA �/-"SZ NAC
TAPCONS PER CLIP, —' NTS DATE 01 11/12 SHEEr3 OF 3 �//ij�NAhE`���
REVISIONS
REV OESORIPTION DAiE APPROVED
#10 WOOD CM-18532 MULLION 1 1/4,•
SCREW SELF STACK MIN. EMBEDMENT A REVISED INSTALLATION DETAILS O6/t0/15 R.L.
1 3/8" J 1/4" TAPCON
MIN. EMBEDMENT I SECCLIP 68
CLIP INTERIOR
1/2" MIN, 2 1/2"
EDGE ` °' MIN.
DISTANCE -•• __ EDGE
__ T DISTANCE
WOOD FRAMING
n .
OR 2X BUCK---__, L •--------
BY OTHERS
° MASONRY/CONCRETE
BY OTHERS
c
EXTERIOR
MULLION INSTALLATION
ANCHORING NOTES:
1) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1
1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE
---ANCHORS AS-SHOWN IN-ELEVATIONS-AND-INSTALLATION DETAILS.-------
2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT - --
LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
3) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 TEK SELF TAPPING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE
MULLION WALL. LOCATE SCREWS 6'" FROM EACH MULLION END AND 12" MAX. O.C. THEREAFTER,
STAGGER SCREWS AT EACH 'WINDOW.
5) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION
INSTRUCTIONS.
6) ALL FASTENERS TO BE CORROSION RESISTANT.
SIGNED:0611112015
7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S MI WINDOWS AND DOORS \NN1111111f11/77j/
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH 650 WEST MARKET STREET �����5 R'. .,�
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: GRATZ, PA 17030-0370 '� J.'
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 J�•
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. CM-18532 HORIZONTAL MULLION �r��1(�p 81 SINGLE, it-
TWIN AND TRIPLE WITH TRANSOM „ ,
INSTALLATION DETAILS ��3• T.,AT OF
ORAWN: UNO N0, ;°(REV •• ORIOP••���
V.L. 08-01453 q �;'. -''• `J�\\��
SCALE NTS DATE 03 06/12 ET S"E3 OF 3 �/���ONAIIti����
REVISIONS
REV DESCRIPTION DATE I APPROVED
156 3/8"
MAX. UNIT WIDTH---j A REVISED INSTALLATION DETAILS 06/10/15 1 R.L.
Imo-(MULLION SPAN)
H1 WINDOW
1 8" F
MAX.
MAX.
_ COMBINED I 4 5/8"--{
HEIGHT H2 WINDOW WINDOW WINDOW t/8
i
Maximum design pressure capacitychart p�O - t 29/32" 27/32"
Tributary Mullion Span and Individual unit width[In)
Height 54.00 1 7Z00 190.00 108.00 126.00 144.00 156.38
(in) 18.00 24.00 30.00 36.00 42.00 46.00 SZ13 I� 0!11 �/8
18.00 130.01 130.0 1130.0 13D.0 116.2 87.5 68.2 1 1 9/16" I 0 0 13/16" 5 3/32"
24.00 130.0 130.0 130.0 106.2 89.4 66.0 51.5 .1� 0
100
130.0 130.0 94.1 75.5 62.5 44.7 41.4
130.0 123.5 94,1 75,5 62.8 44.7 34.8
130.0 110:0 83.4 66.8 55.5 38.7 30.1 6Xm5/32"
130.0 99.9 75.3 60.1 49.9 34.2 26.5 3/8 1
F1'
130.0 92.1 69.0 54.9 45.5 30.7 23.8 SECT5768 CLIP
129.4 86.0 64.0 50.7 41.9 27.9 21.6 ALUMINUM 6063-T5.093'THICK 1
122.4 61.1 59.9 47.3 38.9 25.6 19.8 FOR WOOD FRAMING INSTALLATION
116.2 77.2 56.6 44.4 36.1 23.7 18.3 110.5 73.9 53.7 42.0 33.8 22.1 17.1CM-i8532MULLION
105.4 70.8 51.4 40.0 31.8 20.8 16.0 4 5/8'
' ALUMINUM 6005-T5.125"THICK
13/16" I 3"
LARGE AND_SMALL MISSILE IMPACT,LEVEL 0,WIND ZONE 3 '
DIMENSIONS IN CHARTARE FRAME DIMENSIONS-AND DO NOT- -- -- - -- -- - --
INCLUDEFLANGE 1 9/16" 0 25 32
SECT5768 CLIP zxms/32"
ALUMINUM 6063-T5.093'THICK
FOR MASONRY/CONCRETE INSTALLATION
SIGNED:0611112015
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. MI WINDOWSIWDOWMARKED STREET
JR!ILQ
2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON PRODUCT TO BE TRIBUTARY HEIGHT = H1 2 H2 �� J '�pEN�'.9
INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. GRATZ, PA 17030-0370 `v,•�\ SF,S
3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT THE CM-18532 HORIZONTAL MULLION �r� �IV0s.6261
INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION SPAN AND SINGLE, TWIN AND TRIPLE WITH TRANSOM �,9:,/1.q( r
TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP ELEVATION AND COMPONENTS Wig- STATE OF ;��
2. p • ��
PMULLION
RESSURE AOTING BTAINEDS INBSTEP EQUAL' OR GREATER THAN REQUIRED DESIGN DRAW
L N. Dwc N0. OS-01453 RA EV
`OR`O C\G\��\
SCALE DATE SHEET
NTS 03/O6/12 2 OF 3
52 1/8" 104.25" REVISMS
MAX. UNIT WIDTH MAX. UNIT WIDTH FEY DESCRIPTION DATE APPROVED
I� (MULLION SPAN) (MULLION SPAN) q REVISED INSTALLATION DETAILS O6/10/15 R.L.
I �
H1 WINDOW
H 1 NOTES:
WINDOW 168" 1) .THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
168" I MAX. COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
MAX. 1- COMBINED 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND
COMBINED
HEIGHT H2 WINDOW WINDOW ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE,
HEIGHFRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE
L
2__ _ WINDOW _ARCHITECT OR ENGINEER OF RECORD.
3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION
Maximum des? n pressure capacity chart S0 FACTOR Cd=1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
Maximum desire reSBSure 7S Tributary Mullion Span and Individual unit width(in) 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS
h42.00
Mul Ion span In) Height 38.00 48.00 60.00 72.00 84.00 96.00 104,25 PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3
16.00 24.00 30.00 36.00 42.00 48.00 52;13 (In) 18.00 24.00 30.00 36.00 42.00 48.00 SZ13 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS
130.0 130.0 130.0 130.0 130.0 130.0 130.0 18.00 130.0 130.0 130.0 130.0, 130.0 130.0 130.0 DOCUMENT APPLY ONLY TO THE MULLION, WINDOWS MUST BE
130.0 130.0 130.0 130.0 130.0 130.0 130.0 24.00 130,0 130.0 130.0 '130.0 130.0 121.3 110.5 APPROVED UNDER SEPARATE APPROVAL.
130.0 130.0 130.0 130.0 130,0 130.0 130.0 30.00 130.0 130.0 130.0 130.0 118.2 100.7 91.4 6) SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN
130,0 130.0 130.0 130.0 130.0 130:0 130.0 36,00 130.0 130.0 130.0 125.8 103.0 87.1 78.8 IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE
130.0 130.0 130.0 130.0 1300 1300 1300 42.00 130.0 130.0 130,0 113.7 92.5 77.7 70.0 MANUFACTURED BY MI WINDOWS AND DOORS
. 130.0 130.0 130.0 130.0 130.0 130.0 130.0 49.00 130.0 130.0 130.6 104.5 84.7 70.8 63.5 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE
64.00 130.0 130,0 130.0 130.0 130,0 130.0 130.0 64.00 130.0 130.0 127.0 97.4 78.6 65.5 58.6 LESSER DESIGN' PRESSURE OF THE MULLION OR THE INDIVIDUAL
60.00 130.0 130.0 130,0 130.0 130.0 130.0 130.0 60.00 130.0 130.0 12Q8 91.8 73.7 61,2 54,7 WINDOW UNIT,
66.00 130.0 130.0 130,0 130,0 130.0 130.0 130.0 66.00 130.0 130.0 115.7 87.4 69.7 57.7 51.5 8) VERTICAL MULLIONS ARE NOT PART OF THIS APPROVAL. VERTICAL
IN 72.00 130.0 130.0 130,0 130.0 1300 130.0 130.0 72,00 130.0 130.0 110.9 83.9 66.5 64.8 48.8 MULLIONS USED TO MULL UNITS SIDE BY SIDE MUST HAVE
SEPARATE APPROVAL.
78,00 130.0 130.0 130,0 130,0 130.0 130.0 130.0 78.00 130.0 130.0 106.6 80.9 63.8 62.4 4..5 9) FOR ADDITIONAL APPROVED CONFIGURATIONS SEE SHEET 2.
84.00 130.0 130,0 130.0 130.0 130.0 130.0 130.0 84.00 130.0 130.0 102.6 78.1 61.6 60.3 44.6
LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE 3 LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE INCLUDE FLANGE
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON TRIBUTARY HEIGHT= ) 1 2 H2
PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. 2
3) LOCATE MULLION SPAN (UNIT VODTH) AND TRIBUTARY HEIGHT. AT
THE INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION
SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING
FOR PRODUCT IN STEP 2. SIGNED:0611112015
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP 1. MI WINDOWS AND DOORS
650 WEST MARKET STREET \`s�J�g R•tO�f9�/
GRATZ, PA 17030-0370. `�v•4NGENS� •ipi�
CM-18532 HORIZONTAL MULLION ?*• 0,.�51
SINGLE, TWIN AND TRIPLE WITH TRANSOM 13
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TABLE OF CONTENTS ELEVATION AND GENERAL NOTES r�0� TAT OF �
SHEET N0. DESCRIPTION DRAWN: Dwc Na. REV %�'" OR%Dt-
1, 2 ELEVATION, NOTES AND DESIGN PRESSURE CHARTS VALE 08.O 453 A //,S/OIV AL'
t�a\N�\
3 INSTALLATION DETAILS NTS DATE 03/06/12 E 1 OF 3