HomeMy WebLinkAboutProduct Approval (4) Plorida Building Code Online I-age I or j
It'
--4A
Z
brida Ceparrentc.� BaS dome Log in Uw Regimiation Hot Too. Sbrart Surdiarge Slats a Facb; Publications FBC Staff BOS Site Map Links Search
3usiness
Irofessibnadz(`() (AU5ER:Product Approval
Public User M
Regulation
Product Apr=Val Meru>ProduO or Afivll,f..se.,rcti>Aopiicatton Lk >Application Detail
FL.# FLI5353-R2
Application Type Revision
Code Version 2014
Application Status Pending FBC Approval
Comments Lit
Archived
F
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz,PA 17030
(717)365-3300 Ext 2560
bsiVinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
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
!4 Validation Checklist-Hardcopy Received
Certificate of Independence FL15353 R2 CO] FLCOT.Odf
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 06/1512015
Date Validated 06/15/2015
httv://floridabuilding.org/pr/pr avv—dtl.aspx?param--wGEVXQwtDqtH8572qvdWISYrzuh... 7/24/2015
1t
REVISIONS
REV DESCRIPTION DATE APPROVED
NOTES: A REV{SED INSTALLATION DETAILS 06/10/15 R.L.
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:
TRANSF SRI ALL LOAOF DS OARCHITECSTRUCTURE, RAMNGIEERING SOFHRECORD. 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREW WITH SUFFICIENT LENGTH TO
3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE A i 3fT MINIMUM
EMBEDMENT. LOCATE ANCHORS AS SHOOWNWN INN
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION INSTALLAATION DETAILS
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, SHEET 3.
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.
6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND
WINDOWS AND DOORS. INC. ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
7} DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL A. WOOD - MINIMUM SPECIFIC GRAVITY O 0=0.42
WINDOW OR DOOR UNIT, B. CONCRETE - MINIMUM COMPRESSIVE STT RENGTH OF 3,200 PSL
8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N,
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS TYPE 1 (OR GREATER).
ANCHORED AS SHOWN HEREIN. 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF
9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED.
IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HOLES FOR SCREWS ARE NOT PRE-DRILLED BY MANUFACTURER.
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 ==1 2 W2 SIGNED:06/11/2015
MI WINDOWS AND DOORS okWilrriiii
650 GRAT�Z. PEST MARKET03STREET07 ���,�J�c'REN O,I��Ji
TABLE OF CONTENTS CM-18531 - VERTICAL MULLIONl 0 61 *S
?
SHEET NO. DESCRIPTION 83" MULLION SPAGENERAL NOTES
'"�
�A, TAT OF
1 NOTES DRAWN; D'f0 N0, REV i_4
Re/
3 INION ONO DETAILS DP CHART V,LE NTS °ATE 0 i f 1 1 f 12 08 SMELT 130E 3 A '/'�s?/0l li 1111 �`\``
107 3/8" 107 3/8REVS!ONS 107 3/8" REV DESCRIPTION ppTE APPROVED
COMBINED WIDTH COMBINED WIDTHCW1-IrOMBINED WIDTH
W1 W2 W
A REVISED INSTALLATION DETAILS 06/10/15 R.L.
-I� 1 W2 �w2T -
883" �j B� ff �f " f
83"
FRAME WINDOW WINDOW FRAME WINDOW WINDOW FRAME LVD01W
WINDOW
HEIGHT
HEIGHT HEIGHT
(MULLION �f ff (MULLION (MULLION
SPA SPA ! � SPAN)F_ �f f
107 3/8" 107 3/8" / 107 3/8"
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
w1-I�w2 T- w1-Ir-
w2 w1-{ w2
831, /f WINDOW 83" � f WINDOW � $3" WINDOW fI
FRAME WINDO FRAME l FRAME /
HEIGHT HEIGHT HEIGHT WINDO
(MULLION (MULLION (MULLION
WINDOW
SPA ff //]H/ SPA �f � �f SPAN}L
W---{I---w2W��W2 � W !,
--I{- wz
107 3/8" 107 3/B" 107 3/8"
-COMBINED WIDTH LCOMBINED WIDTH COMBINED WIDTH
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED
WIDTH DOES NOT EXCEED 1073/8'AS SHOWN HEREIN.
DasfDri-.pYerre raOny(� ..: - Design Pra--rating(PMI
�Rdntts.aneha [a, 'woodYr$trrfrr�� +'' Unttsanchored taro masonrylcancrete
Mulon Tributarl;width 1n) MulIII --I
spanll(in) 18.13 28.50 30142,00(i40.00162.13 spanll(in) 18.13 25.60136, 0 42.00 4
QQ 42.00 48.00 82.13
25,00 1130,01130.0 130.0 130.0 130.0 130.0 26.00 130.0 130.0130.0 130,0 130.0 130.0
37.38 130,0 1130.0 130.0 130,0 130,0 130.0 37.311 130.0 13(10 130.0 130.0 130,0 130.0
49.63 130.0 130.0 130.0 130.0 130.0 I 130,0 48.63 130.0 130,0 130.0 130.0 130.0 130.0 SIGNED:06/11/2015
62,00 13010 130.0 112,0 103,0 97.3 94.7 02.00 130,0 130.0 128.7 r18.4 111,8 108.905.03 -130.0 MI WINDOWS AND DOORSR.U►1i11)t/
72.00 130,0 11 Q.4 1.3 62,6 77.0 74,10 72,00 130.0 130,0 104.9 9 05.63 130.0 1au.0 11a.9 6x2 88,5 95.2 650
�\`y\�•CEN��9�"'r
84.00 130,0 97.6 71.8 83.2 57.2 54.0 84.00 130.0 97.6 71.8 69.2 57.2 54.0 ` v,•�\ S9.•,ctT
CM-18531 - VERTICAL MULLION �-ir• t(au'tJ''0 5 Tk=
LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE 3 83" MULLION SPAN �•pr 3t cr;
DIMENSIONS IN C14ARTARE FRAME DIMENSIONS AND 00 NOT CONFIGURATIONS AND DP CHARTS ��o• TAT OF cV�
INCLUDE FLANGE DRAWN: DVD No. REV �weV .
�••SCO 104;+•A��
SCALEDATE 08-014435 A 'f!/'S�4NA;Ilk\ \`
NTS 01/11/12 2 OF 3
�j
REVISIONS
2 1/2" MIN. REV DESCRIPTION DATE APPROVED
--{ EDGE
DISTANCE MASONRY/CONCRETE A REVISED INSTALLATION DETAIL 06/10/15 R.L.
BY OTHERS
�•---3 17/32"
• a 1 1/4"
MIN. EMBEDMENT t
L SECT CM-18531 MULLION
ALUMINUM 6005-T5.125•THICK
1/4" TAPCON
SECT5768
CLIP
4 5/B � o
SECT CM-18531 0
MULLION
1 29/32" 27/32" �
or
SECT5768 25/32"
CLIP 1 9/16" O O
�.._" '' �! CLIP INSTALLATION
i0 WCOD"SCRE6Y I 4X 05/32-
3/8"
,a SECT5768 CLIP
ALUMINUM 6063-T5.093"THICK
t OFAENT
L - -
1/2" MIN. 1YOOD FRAMING/�
2X B C
EDGE
DBY OTHERS
DISTANCE
ygCE i SIGNED:06/11/2015
V,ERITICA'LcRossSECTIONm MI WINDOWS AND DOORS \\���11►�I-1Lr1�,777
MASONRY/CON RETp EA_ND IVVQOO'FRARNGJ 650 WEST MARKET STREET J� SCO C�1 iii
I SLi1T7 GRATZ, PA 17030-0370 •��GENS�:9sG=
NOTES: n CM-18531 - VERTICAL MULLION ?*�•�/ 0y6 29 •*=
>-_- 83" MULLION SPAN
ING INSTALINTIO IS ;ALL FOUR otES INu= INSTALLATION DETAILS ��o``• SSTATEEEEEE OF
2) FOR MASONRY/CONCRETE INSTALLATION USE HOLES DRAriN: ON no. REV %O'OFS'PCORIVP
AT EACH END OF INSTALLATION CLIP. INSTALL TWO V.L. 08-01443 A
TAPCONS PER CLIP. --E NTS IDATE 01 11/12 ISHEE1.3 OF 3 �ljlflll111��
fY
REVISIONS
X10 WOOD CM-18532 MULLION REV DESCRIPTION DATE APPROVED
SCREW SELF STACK MIN. EMBEDMENT A REVISED INSTALLATION DETAILS 06/10/15 R.L.
1 3j8" SECT5768 tj4" TAPCON
MIN. EMBEDMENT CLIP INTERIOR
. �
1/2" MIN. 2 1/2"
EDGE ° °°. MIN.
DIST1 ANCE - •� _. .- EDGE
DISTANCE
WOOD FRAMING—,,.,, ( ` a
OR 2X BUCK
BY OTHERS
D e a MASONRY/CONCRETE
°
BY OTHERS
a •
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"kiNGj:,,i
fiORING1ifINTO�V6OOb Ff AhIII G 12$2X BUCK USE L.TO tNOOD 5(RFW WlTfifISLIJFFICIENT'3
TOTACHIEVE�A 13'/8 °V1fNttaSU14_E}ABEDNE T U D SU$STRA ELOCATE A C-tORS'AS
IEL'EVJ�TION$ ANp )NSTALLATION"DETAIL$
3) F�ORmAT�TGFfiING��1NpQWIUtT54�70M'UIOSEt`0 TES SELF TAPP.f�td SCREWS WITH„
UFFfCtENS�ENGT-c��0 a�GHIEVE A MlyIMUM EMBEOMEYt GF-THREE THREAOS�PAST�'it,
MULLI�ONlALL LOGASE SCRE1fS 6 �HOYE.EACli MULLfON;bND At�p=.1:2 MAX fJ:C. THEREAFTER:
STAGG�R�SGREWS A1ynE»�GH thWi�t04W��-`�-:y,�, �__ .•
5) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION
INSTRUCTIONS, SIGNED:06/11/2p15
5) ALL FASTENERS TO BE CORROSION RESISTANT.
7) INSTALLATION ANCHORS INSTALLATION NSTRUGTIONSALANOE ANCHORSDIN SHALLACCORDANCE
USEO HNANCHOR
SU8S7RATESUWI7HURER'S Mssa WINDOWS AREST D STREET )S DOORS `\`l)S�g I iL1O
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: GRATZ, PA 17030-0370 �+YJ. CENS
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 1 , \ 0
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. CM-18532 HORIZONTAL MULLION +*4-TATE
p 5 *=
SINGLE, TWIN AND TRIPLE WITH TRANSOM INSTALLATION DETAILSi7qOF w'
DRAWN: DWG NO. REV �i��''4t` :c(OR14P
Iso"E NTS DATE 03/06/12 08-014-SA30E 3 A �"'/SZONA,4��\\`�
REVISIONS
REV
156 3/8" DESCRIPTION DATE I APPROVED
MAX. UNIT WIDTH A REVISED INSTALLATION DETAILS 06/10/15 1 R.L.
Ir-(MULLION SPAN)
H1 WINDO�
168"
MAX.
COMBINED I 4 5/8"--{
HEIGHT H2 WINDOW WINDOW WINDOW
1 1/8'.
--11 F1
Maximum des!qn pressure capacity chart 1 29/32" �---} 27/32"
Tributary Mullion Span and Individual unit width(In)
Haight 64.00 72,00 90.00 N877.7
128.00 144.00 156.38 115 33 8„
(In) 18.00 24,00 90.00 42.00 48.00 52.19 25/32" 0 O
18.00 130,0 130.0 130.0 116.2 87.5 68.2 1 9/16" O O 13/16" 5 3/32"
24.00 130.0 130.0 130.0 89.4 66.0 51.536.00 130.0 130.0 'R.1 73.5 53.2 41.438.00 130.0 123.5 94,1 62.9 44.7 34.8
42.00 130.0 110.0 83,4 65.5 38.7 30.1 6XP5/32"
48.00 130.0 99.9 75.3 80.1 49.9 34.2 26,5 3/8" -1"
64,00 130.01 92.1 69.0 54.9 45.5 30.7 23.8 SECT5768 CLIP
60.00 129.4 86.0 64.0 50,7 41.9 27.9 21.6 ALUMINUM 6063-T5.093°THICK
66.00 122.4 81.1 59.9 47,3 38.9 25,6 19.8 FOR WOOD FRAMING INSTALLATION
72.00 116.2 77.2 56.5 44.4 36.1 23.7 18.3
78.00 110.5 73.9 53.7 42.0 33.8 22.1 17,1 M 1
84.00 105.4 70.8 51.4 40.0 31.8 20,8 16.0 4 5/8" ALUUMINUMM 6005-T5.125"THICK
MULLION
00
13/16" 3"
LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE 1 9I/15', 0 25 32
.1�
SECT5768 CLIP 2X05/32"
ALUMINUM 6063-T5.093'THICK
FOR MASONRY/CONCRETE INSTALLATION
SIGNED:06/11/2095
DESIGN PRESSURE TABLE INSTRUCTIONS:
2) DETERMINEQTRRBUDTARY DESIGN
HEIGHLOAD
AND MULLION SPANBUILDING
ASEDCODE
ON PRODUCT TO BE H1 + H2 16. M650IWEST MA KED STOOKS it..ILIo
INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. [TRIBUTARY HEIGHT = 2 GRATZ, PA 17030-0370 ``v•��GEMs�9dt�i��
51
3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT THE CM-18532 HORIZONTAL MULLION 1k�0
INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION SPAN AND SINGLE, TWIN AND TRIPLE WITH TRANSOM �•fl pp7�1
TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP ELEVATION AND COMPONENTS �q0 TAT OF•44
2.
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN DRAWN: DWO NO. REv
PRESSURE OBTAINED IN STEP 1. s LE �� 08 S0�53 A Oiis�ONA"E���\`
NTS 03/06/12 2 OF 3
REVISIONS
52 1/8" 104.25"
MAX. UNIT WIDTH MAX. UNIT WIDTH REV DESCRIPTION DATE APPROVED
(MULLION SPAN) (MULLION SPAN) A REVISED INSTALLATION DETAILS 06/10/15 R.L.
H1 WINDOW NOTES:
FT� :7WI:N0]0W L 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
168" MAX. COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
MAX. COMBINED 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND
COMBINED HEIGHT ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.
HEIGHT H2 WINDOW WINDOW FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE
H2 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 desi n pressure ca aci chart FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
Maximum desi 1r g,-'U e S Tributary Mullion Span and Individual unit width(in) 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUEM FOR THIS
Tributary Mullion span(n) Haight 36.00 48.00 60.00 72.00 84.00 96.00 104.25 PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3
hDight 16.00 21.00 30.00 36.00 42.00 48,00 62.13 (In) 16.00 24.00 30.00 36.00 42.00 48.00 52.13 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS
18.00 130,0 130.0 130.0 130.0 130.0113D.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
24.00 130.0[130.0
130.0 130.0 130,01130-01130.0 24.00 130.0 130.0 130.0 130.0 130,0 121.3 110.5 APPROVED UNDER SEPARATE APPROVAL.
30.00 130.0 130,0 130.0 130.0 130.0 130.0 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
36.00 130.0 130.0 730.0 130.0 130.0 130.0 30,00 130.0 130.0 130.0 125,8 103.0 87.1 7&8 IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE
42.00 130.0 130.0 130.0 130.0 130,0 130.0 42.00 130.0 130.0 130,0 113.7 92.5 77.7 70.0 MANUFACTURED BY MI WINDOWS AND DOORS
48.00 130,0 130.0 130.0 130.0 130,0 130.0 48.00 130.0 130.0 130.0 104.5 84.7 70.8 63.5 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE
50.00 130.0 130,0 130.0 130.0 130.0 130.0 64 00 130.0 130.0 127.0 97.4 78.6 65.5 LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL
60.00 130.0 130,0 30.0 130.0 130,0 130.0 60.00 130,0 130.0 120.6 91.6 73,7 61.2 WINDOW UNIT.
66.00 130.0 130.0 130.0 130.0 130.0 130.0 66.00 130.0 130.0 115.7 87.4 69.7 57.7 8) VERTICAL MULLIONS ARE NOT PART Of THIS APPROVAL. VERTICAL
MULLIONS USED TO MULL UNITS SIDE BY SIDE MUST HAVE
72.00 130,0 130.0 130.0 130.0 130.0 130,0 130,0 72.00 130.0 130.0 110.9 83.9 66.5 54.8 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 52.4 9) FOR ADDITIONAL APPROVED CONFIGURATIONS SEE SHEET 2.
64.00 130.0 130,0 130.0 130.0 130.0 130.0 130.0 84.00 130.0 130.0 102.6 78,1 61.6 50.3_1
LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE3 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= Ht + H2
PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. 2
3) LOCATE MULLION SPAN (UNIT WIDTH) 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:06/11/2015
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP 1. MI WINDOWS AND DOORSL o,,,(//,
650 650 WEST MARKET STREET �N�\J�c? R 0�f /ice
GRATZ, PA 17030-0370 `�,••��C E NSA.•�ii
CM-18532 HORIZONTAL MULLION *�• �(J 051 k
SINGLE, TWIN AND TRIPLE WITH TRANSOM
TABLE OF CONTENTS ELEVATION AND GENERAL NOTES �q0• STAT OF
SHEET NO. DESCRIPTION
1:..iP••R Q`••���
DRAWN: DING NO. REV
/
1, 2 ELEVATION, NOTES AND DESIGN PRESSURE CHARTS V.L. DATE 08-01453 A ////S'/ONQ`IfC�\\\�
3 INSTALLATION DETAILS NTS 03/06/12 1 OF 3