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FL* FL15353-R4
Application Type Editorial Change
Code Version 2017
Application Status Approved
Comments
Archived REVIEWED FOR
Address/Phone/Email 6 w=rM ,r C FMPLIA��ttN�`�C�E
Grati, PA 17030 COON 1 i
(717) 365-3300 Ext 2568OCC
dstlinger@m)wd.com is
Authorized Signature Brent Sitlinger
bsltlinger@mlwd.com
Technical Representative File Copy
Address/Phone/Emall
w �-
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Flonda Registered Architect or a Licensed FI
Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Me Luis R Lomas, PE
Evaluation Report
Florida License PE-62514
Quality Assurance Entity American Architectural Manufacturers Association
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Steven M. Unch, PE
Validation Checklist-Hardcopy Received
Certificate of independence F 15 R4 OI F DI odf
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
Equivalence of Product Standards
Certified By
Sections from the Code
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R4 II 0&01452B df
Approved for use outside HVH2: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-52-1/8"x 84". Max mullion FL15353 R4 AE 5120268 p91
span - 104-1/4", Created by Independent Third Party:Yes
T
15353.8 CM-18531 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use In HVH2: No FL15353 R4 II 08-014938.pgf
Approved for use outside HVHZ: yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pre urn: N/A Evaluation Repots
Other: Max single window size: 52-1/8"x 84". Max mullion FL15353 R4 AF 512022B Pdf
Span-83" Created by Independent Third Party: Yes _
15353.g CM-18532 Horizontal Aluminum Mullion
Limits of use Installation Instructions
Approved for use In HVH2: No FL15333 R4 II 08-014538 p li_f
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- 52-1/8"x 84". Max mullion FL15353 R4 AE 512QZ pQ
Van - 156-3/8" Created by Independent Third Party: Yes
�35353.10 CM-18533 Vertical Aluminum Mullion
FLImHs of U. - Installation Instructions
Approved for use in HVHZ: No FL15353 R4 It 08-01444E ptlf
Approved for use outside HVH2: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: 52-1/8"Is 84". Max mullion FL15353 R4 AE 512068B pZ
Van; 83" Created by Independent Third Party: Yes
15353.11 C-18534 i Horizontal Aluminum Mullion
Limps of Use Installation Instructions
Approved for use In HVH2: No FLI5353 R4 II 08-01454B pQ
Approved}or use oublde 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: 52-1/8"x 84", Max mullion FL35353 R4 AE 512028E tlf
'Lean: 156-3/8". Created by Independent Third Party: yes
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52 I/0'
MAX UNIT WIDTH pL
(SIU(LION SPAN) ROISFD INSTALLATION DETAILS SET
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I 1I2 VIINCOW NOTES.
J� 1) THE PRODUCT' SHOWN TUFT
ED IS DE51GNED AND MANUFACTURED TO
COMPLY WITH EFOLUEEMENTS DF THE F3RIDA BUILDING COD£.
2) WE00 FRAMING AND MASONRY OPENING 10 BE DESIGNED POP
NBIYnuT QBbi 1 SBSMIY b ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUC-URE.
T91ubp W.",
on BPB^ D FRAMING AND MASONRY OPENING 15 THE RESPONSIBILITY OF THE
L.gM(IN 10.E0 um1W . 1400 IL00 U13 ARGHITECL OR ENGINEER OF RECORD.
NOW 120.0 120.0 imo 1'M.0 Inn ImD 120.0 3) ALLOWABLE STRESS INCREASE OF 1/3 WA s NOT USED EN THE
MW IM 1DOD —N MD 120.D 1210 118.0 DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD O'JRATION
AUK 1=0 im.0 mo 120L 1MUD 1135 1W.- FACTOR CC-15 WAS USED FDA WOOD ANCHOR CALCULALONS
%W 12D.0 1DOCT i..0 1N.0 IMD 10Ap 91A 9) APPROVED IMPACT PROTECTIVE SYSTEM PSIDDEI FOR THIS
2W 120.0 1 '0 1NL 1N.0 INA 93.0 &5.9 PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND PONE 3
µW 1WED 120,0 1N.0 im, 120.0 IS W.2 5) DESGN PRESSURE AND INSTALLTUOR DETAILS SHOWN IN THIS
YW 1230 IN.0 tN.O 1N0 IND SITS 027 DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE
W.W 120.D I 12E, IN.O NWD ETA 02T APPROVED UNDER SEPARATE APPROVAL.
um 1200 1N.0 f200 NOD 40 W.5 B2) 6) ENGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN
no ino 1N.0 1N.0 NMD IN.O 97.5 WINE IN THIS ORAWMG. SINGLE UNITS 10 BE WGUID TOGETHER MUST BE
MW 121NT0 t .6 t260 IN.O IN.O AIDE 02S MANUFACTURED BY MI WINDOWS AND DOORS
III 1N.D II00 1N0 1WED 1200. ST.5 11 T DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY TIE
LESSER DESIGN PRESSURE OF THE MULLION 01 THE INDIVIDUAL
IARGEANDSMALLMISSILEIMPACLLEVELO,WINO ZONE3 WINDOW UNIT.
OIMENBNN9 IN CHANTARE FMME DIMEAI AND NO AGE 0) VERTICAL MULLIONS ARE NOT PART OF T415 APPROVAL. VERTIU'_
INOLUDEFIANGE MULLIONS USED TO MULL UNITS SIDE BY SIDE MUST HAVE
SEPARATE APPROVAL.
9) FOR ADDITLONAL APPROVED CONFIGURATIONS SEE SHEET 2.
DESIGN PRESSURE TABLE INSTRUCTIONS
13 DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16-
2) DETERMINE TRIBUTARY HEIGHT AND R WON SPAN BASE UTAR ON TRI BIITARY HEIGHT= 2 H2
PRODUCT TO 9E WSi/yLEO_ SEE FORMULA FOR TRIBUTARY HEIGHT. 2
3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBJTARY HEIGGHT. AT SIGNED: 10/f N201]
THE INTERSECTION OF COLUMN AND ROW CONTAINING THE EULLIDN
s PAN AND TRIBUTARY WIDTH RESPECTIVELY 15 THE MULLION RATING MI WINDOWS AND DOORS, LLC "'I1111flll"
'ONFEE
O LI CANNN PRESSURE OBPRODUCT IN ING MUSTTAINEDBE OIN STEPL OR
GRATER THAN REQUIRED EGNATZ. PA 17030MARKET S-03]CTA
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CM-18523 HORIZONTAL MUL �1!•
SINGLE, TWIN AND TRIPLE WITH TR AN
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Ns1AL LATIDN PRELATE L WEAKENED.P.e WI: R. Lomua P.E.
5 COMPONENTS - Itu'xcwFW XENUTsvNX RAzENs FL No.: 52514
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1200 1M.0 INN 91.8 73.1 613 54.MIX) 1160 ]BO 55.5 A22 2 .1 2tMW 112.4 T4,3 WT 25 28 mw IM60 120.0 11S] NA 9.] ST 51.5
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& N M.] 650 4.1 23661UflaE ANDSMALL MI851LEWPACT,LEVEL D,WIND ZONE3 UgGE AND 5M4LL MISSILE IMPACT LEVEL D.WIND ZONE
DIMENSIONS IN CHART ARE HMME DAlENSKAS AND BE NOT DMIEASIONS W CHANT ARE FRAME OIMEN$pHS AND GOWr
INCLUDEMNOE MCLUDEERINGE
SIGNED: 10/1H/ w
DESIGN FI EESSURE TABLE RD ..NS M WINDOWS AaKTTRE LLC �J\`+\GENBF1REFINE DESIGN LOAD PER FLORIDA BUILDING CODE 60WE MARKET
e P
2) DETERMINE TRIBUTARY HEIGHT AND MUTTON SPAN EASED ON TRIBUTARY HEIGH- H H CM-18523 HORIZONTAL MULLION TAT
PRODUCT TO BE INSTALLED SEE FORMULA FOR TRIBUTARY OUGHT 2� SINGLE, TWIN AND TRIPLE WITH TRANSOM -yy
3) LOCALE MELLNN SPAN (UNIT ROTH) AND DRIBUTARY HEIGHT. AT TWIN W/TRANSOM ELEVATION p TAT OF MW,�
THE INTERSECTION 06 COLUMN AND ROW CONTAINING THE MULLION _ i p '[OR1O� Ll C�
SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING olur xo Lv
MORILIONO RATIOLLED N MUST BE EQUAL OR GREATER THAN REQUIRED STEP 2 V^'Ex ADS A 03/06/12 OB-0l-63 Of 5 3B �A�gBjONAl1EV,
OESGN PRESSURE OBTANED IN STEP 1.
U UPARDARILau6P.F Luis R Lomas P.E.
salt wx "E ANLExKwu[rvcsMU FL No,: 62514
AIL ,M9 rWwnym^^+w am
156 3/9"
A. UNIT RAPID A REVISER wsuLunON DETAILS 'p5/10/Is
(MVWON SPAN] 1
REPUTED iINSTALLATION BLTARS !0/I6/19
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MW A MIT VI mw COC 1200 10.0 Im, BA .0 5 1,
mad AR1 6&3 E .oWBE W 20.0 . ff. ]d5 5 .2 41.4
now 018 NET 3 ,8 225 %00 1 REED %.1 755 .9 MT 31.8
3Y E 93 190 mC 83.4 MR M 3 .] 3E
STE ARE q0 5 1 ] MW 1200 W9 753 W1 499 M2 25
.8 16,1 Mw &0 921 XA M.9 455 WT 28"M &.0 42.3
mm 5904 %5 % &3 OW 120 X0 615 507 49 219 21,8
MW &2 373 Kw 1P0 0,1 598 dl3 U..9 2&B198
t62 ]].2 Y5 M.4 5.1 2 .7 18.3nov 53 35.5 I&0 NOTT &9 &] 105 T9 537 420 &18 2,1 1L1
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IAnDEANDSMALL MIS$KEANPADT LEVELD,MWEMNE3 "ME AND SMALL MISSILE IMPACT,LEVEL D WIND 3
DIMENSIONS IN GIANT ARE FNAME IMARAWKNIS AND DO NOT DIMENS.W45 IN CHANT ARE FRAME DIMENSNHAS AND W NOT
MCLUDEFLA13E INCLUDE PLUNGE
SIGNED. 10/162017
WEST
PA IT030-03T0 N I ,
DESIGN PRESSURE TABLE INSTRUCTIONS: MI 65DDOW5 MNDET 57R ET LLC `` ...I g LD��.i
gGE
I DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. GRATZ, � V f•
2) DETERMINE TRIBUTARY HEIGHT AND MULIGH SPAN BASED ON PRODUCT TO BE H1 + H2 CM-18523 HORIZONTAL MULLION _* p 1j
?RIBI TARP HEIGHT - SINGLE, TWIN ANO TRIPLE WITH TRANSOM
RJSTgLLCD. SEE TORMULA FOR TRIBUTARY HEIGHT � .. 2 TRIPLE W/TRANSOM ELEVATION �TAjQ �p
3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY LPHUT_ AT THE }}yy
INTERSECTION
BUTARY WOTTH OF RESPECTIVELY LUMN AND ROW
1THE MULLION RATING FORNPRODUCT IN STEP V.LX ovc xo OB-D1453 p0 fir�'�OP\0,�i•63c`:
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN "M Ni5 SL 03/06/12 1'3 Of 5 ,A/�/DIN^E1t`\Y`\
PRESSURE OBTAINED IN STEP I. IACBEHTaCMISPF
rsz waopToxp00lEms✓rLle Ncamas Luis R. Lomos P.E.
FL No.; 62514
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5I,IRGENT LENGTH i ACRIEVE A MNIMLM EMBEDUEN OF .ry TH REE READ., PAST THE
MUUQN AKO Io E01-^ E FROM EA, ROLIT N ENC AND I21r rIV. O,C. T,FBOATIER. M1 WINDOWS AND DOORS. LLC �ti01000r0Ai
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D. MELAL STRUCTvRE', CTEEL 13U'A (DA3"i EY=3?KSVFU=52Y.51 OR GRYFatUvp[ISPE CIS R. Inman P.E.
RLUONUM 8063-TS r➢=36151 DST''NICK MItYMOM "�"A � � Fl 11 62514
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