HomeMy WebLinkAboutPRODUCT APPROVAL - SINGLE HUNG WINDOWSFlorida Building Code Online
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HUda t r Proct duApproval 175
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➢radurt AppMyalMgnu > pjodud er AneliraNnn 4sarrh >:Aoolication 0<* > Application Detail ` s t.{,r
FL # FL17499-R2
Application Type Revision, �—•�. I� s� •.�
Code Version 2017 J s
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived p
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance -Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced. Standard and Year (ofStandard)
Eciuivalence'of Product -Standards
Cgi lified'By
Product ApproyalNethod
Date Submitted
Date Validated
,Date,Pending,FBC Approval
,DateApproved,
Mh Windows and Doors
650 West Market Street
Gratz, PA 17030
(717) 305-3300 •Ext 2560
bsitlinger@miwd-.com
Brent Sitlinger
bsitlinger@ni iwd.com
Windows
Single Hong-
Certification'Mark or Llsting
American,Architectural ManufacturersAssociation
Steven,M UH6,, PE,` `
9� validatlonrChecklist, Hardcopy.Received
standard
AAMA'S06,
AAMA/WDMA/CSA 101/I.S.2/A440
Method Optlon A
12/13/2017
12/29/Z017
U1/08/2018".
SCANNED
By
St Lucie County
Year
2011
2008
dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhS0... 1 /19/2018
i
Florida Building Code Online
Page 2 of 4
Date�Revised 01/15/2018
Summary of Products
FL # Model, Number or Name Description
17,499.1 185 SH 52x72 Fin/Flange Frame IG/,SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R2 C CAC M] Windows - I85'SH (Fin) Impa
Approved for use outside HVHZ: Yes (2)_odf
Impact Resistant:'Yes FL17499 R2 C CAC MI Windows - 185 5H (Fin) Impact
Design Pressure: +551-55 3 . df
0thiar:'R-PG55; Missile Level D, Wind Zone 3. Glass to be FL17499 R2 C CAC MI Windows - 185 SH (Flange) Impact
bedded in Pecora 696 sealant. (2),odf
FL17499 R2 C CAC MI Windows 185 SH (Flange) Impact
La2df
Quality Assurance Contract Expiration Date
10/10/2018
Installation Instructions
FL17499 112,1I 08-02544B-I,Ddf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation .Reports
FL17499 92 6F. 5133208-1.pdf
Created .byIndependent Third Party: Yes
17499.2
185 SH
'52x84 Fin/Flange Frame IG/SG Single'Hung
Limits of'Use
Approved for,use in HVHZ: No
Approved=for use outside HVHZ: Yes
ImpactResistant: No
Design Pressure: +60/-60
Other 114G60
Certification Agency Certificate
-FL17499 RZ C CAC APC(I3962)E1725 01-109-47-R0 185
SH(FLGwalver)5-BIG 1-8A 52 1-SX84 R60(100918Lodf
FL17499 RZ C 'CAC MI Windows- 185 SH (Fin)` (10)pd
FL17499 R2 C CAC MI Windows'- 1815 SH (Fin) (,99,gd(
FL17499 RZ C CAC MI WIoQQws -185 SH (Flande) (91 Ddf
Quality Assurance Contract Expiration Date
10709/2018
Installation Instructions
FL17499 R2 II 08-025468-2.ndf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: -Yes
;Evaluation -Reports
FL17499 R2 AE 513322B-2,odf
.,Created.by:Tndepe identThird Party: Yes
17499.3'
185',SH
36x84' Fin/Flange Frame IG%SG Impact'Single Hung
Limits of.Use
Approved for use. in; HVHZ; No,
Approved for use' outslde,HVHZ: -Yes
Impact Resistante=Yes''
Design pressure: +551-55
Certification°Agency Certificate
F117499• R2 C "CAC MI Windows - 185 SH (Fin) Impact
(41, odf
FL17499 R2 C CAC MI Windows - 185 SH (Fin) Impact (5)
pon6xdf
Other: R-PG55*' Missile Level:D Wind Zone 3 Glass to be
bedd6d'tin'Pecora 896,sealant:
: FL17499 RZ C CAC- MI Windows - 185 SH (Flange) impart
'CRDdDdf
FL1.7499 R2 C CAC MI Windows 185 SH (Flange) impact
M4 j)df
Quality Assurance Contract Expiration,Date
"
10/17/2018
Installation Instructions.
FL17499 R2 iT 08=02545B.DdP
"Verified,;By: Luis',R-Lomas,PE-62514
Created -by Ind' ' dent*rd°Party: Yes
'Evaluatlop�Reports -
`: FL17499 R3 AE 51332 a-q pd
Created,byIndependenAThird Party: Yes
17499.4
185`SH,`
52x72 Fin/Flan9e,Feaine IG/SG Single Hung,Laminated Glass
'L:mita or use
Approved for -use in HVHZ: No
A'pproved.'for use outside HVHZ: Yes_
Impact Resistant No;
Design Pressure +60/=60
Oilier R=PG60
"Certlrlcat10:1,A9enCil Certificate
F�17499 RZ• C CA( AP (133611E1726 01-109-47-RO 185
'SH(FLG'waiver) pdf
FL17499 R2' -C CAC MI Windows - 185 SH (FIn) (i� j,p
FL17499 R2 C'CACMi Windows 185 SH (Fin) (1 ) odf
EL1:7499, R2 C CAC -MI Window - 185 SH (Flange)
(10M)df-
;Qualit)r Assuranee,Contract Expiration Date
10/08/2018,
Instailation;Instructions
F -54
•174 08-'0 B pdf
Verified'By:°Luis R Lomas'P.E=62514
Created by Independent Third Party:'Yes
Evaluation Reports.
FL17499:112AE •513327B-4.pd
CreateduByI�IndepengentThIrO�Party: Yes
:/lfloridabuilding.org/pr/pr_ app_dtl aspx?pazam=wGE, XQwtDgtCUGgvjQiz6BPhS0... 1/19/2018
i
Florida Building Code Online
17499.5 1185 SH
Limits ofVse
Approved for use in HVHZ: No
Approved for, use outside HVHZ; Yes
Impact Resistant: No
Desigo,Pressurei +60/-60
Other,R-PG60*
Page 3 of4
36x84 Fin/Flange' Frame IG/SG Single. Hung Laminated Glass
Certification Agency Certificate
FL17499 R2 C CAC AP (1 6 1. 1729n1-1n9-47-RO 185
SH (FLG waiver).Ddf
FL174999 R2 C CAC MI Windows - 185 SH (Fin) (13) odf
FL17499 R2 C CAC MI Windows 155 SH (Fin)-(, 4� ).od1
17 FL499 R2 C CAC MI Windows - 185 SH (Flange)
(1'1).Ddf
Quality Assurance Contract Expiration. Date
10/17/2018
Installation Instructions
1-L17499 R2 II 08-02550E odf
Verifled %y Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FI 19499 R2 Ali 51332813-5 odf
Created by Independent Third, Party: Yes
17499:6
17499.6 7�
T85 Tr ple;SH
111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame
IG/SG Single Hung
Limits of Use
Approved for use in HVHZ: No
•Approved'for:use;outside HVHZ:. Yes
Certification Agency Certificate
FL17499 R2 C CAC MI Windows - 185 SH TriDle (Fin)
M.D id
ImpacMesistant. No
Design Pressure: +50/-50
Other: R-PG50*
FL17499 R2 C CAC MI Windows - 185 SH Triple (Fin)
(4).odf
FL17499 R2 C CAC MI Windows - 185 SH Triple (Flange)
(3),Ddf
FL17499 R2 C CAC MI Windows = 185 SH Triple (Flange) '
(4).Ddf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R2 II'08-02548B.Ddf
Verifled By: Luis R`L`omas PE 62514
Created by Independent Third Party: Yes
Evaluation: Reports
FL17499 R2 AE 513324-6.Ddf
Created by, Independent Third Party: Yes
17499.7 185-Twin SH
Limits of Use
Approved for use In HVHZ. No
APproveif for,use
nt
outside HYHZ:°Yes
Impact'ResistaQ sNo;
Design Pressures t45/ 45
Other:=R=P.G45'
106x72 Fin Frame IG/SG Single Hung 105x72 flange Frame
IG/SGSingle Hung.
Expiration Date
v_CI'II ICV-Dyi'l:Ul`.i. K ,Lyllid# rC--OCJL9
Created,py,IndependentThiid Pa.rty:;Yes
Evaluation Repo ts',
_ 'Fd1 4Q9 ELM,513R231'L7 yd
Created by Independent Thud `Party:, Yes
Balk Next
Contactlr^l ln.;;'.'2601"Bill Sten R d'Y IlaA .. ,F `32=44•Ph—, 890-487-1824
'The,Stabe of Floridals an ANEW employ er..CoOvriahtM67- 013 i0 'of Florins. •• P,Wcv Statemont •:.gaessihility Statement-•• Refund Statement
r
app_dtl.4spx?param=wGEVXQwtDgtCUGgvjQiz6BPI SO... 1/19/2018
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY'OPENING TO,BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1,/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS `SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS. IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINOOW.UNITS MAY
BE.ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR- FACE SO THAT FULL 'FRAME SUPPORT IS
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD' DURATION FACTOR Cd=1.6 WAS USED FOR WOOD, ANCHOR. CALCULATIONS.
11. FRAME MATERIAL- EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEEP' 9 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS,
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR• 2X BUCK USE #8 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
REVISIONS -
CROMON
SPACING & CHARTS &/11/16 R:L
09/29/17 R.L
15. FOR ANCHORING, THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1„ 1/4" MINIMUM EMBEDMENT. INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR ANCHORING THROUGH FRAME INTO MASONRY%CONCRETE USE 3/16" 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.
17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE .USE #10 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO, ACHIEVE THREADS" MINIMUM BEYOND
STRUCTURE INTERIOR= WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
18. ALL FASTENERS, TO BE CORROSION RESISTANT.
19. INSTALLATION, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURERS INSTALLATION. INSTRUCTIONS AND: ANCHORS SHALL NOT BE USED IN
SUBSTRATES WDN 'SFRENGTHSlESS'THAN THE MINM@M�STRENGTH' SPECIFIED' BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0:42 - '
B. CONCRETE: MINIMUM"COMPRESSIVE STRENGTH OF' 2000 PSI._
C. MASONRY , HOLLOW/FILLED BLOCK PER •ASTM C'SIO" WITH Fm,=2.,000PS1 ' MIN_IMUM.
D. METAL STRUCTURE EEL ST18GA (048�'') FY ,33TCSI/FU 52K9'OR
ALUMINUM 6063-T5 FU=30IfSl :048" THICK'MINIMUM.
SIGNED:
MI WINDO656 WIE S. T, MA Z EDQOREET LLG> .
'GRATZ,, ?A 17030?0370'
\`�>,\S R,
1N,
"O
7o TA1
i0 �
�s'S/CI
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"x72 IMPACT
NOTES
TABLE OF CONTENTS
iEET.NO.
DESCRIPTION
1
NOTES; _
uRWN: Np
WG 08-0254k
B
2 - 3
ELEVATIONS
s NTS °ATE 12/09/,14 SNEEf 1 OF 9
01%N
5 — 8
INSTALLATION DETAILS
l RoaERTOLOMASPE
l432 WOODFORD RD LEW1SVM& NO V=
4344,68e-OW9 dlosns®Maispe.am
Luis R. :L
FL A.D.:
9
,COMPONENTS & 'GLASS DETAILS
52' MAX- FRAME WIDTH 52" MAX FRAME WIDTH
2" MAX '6, MAX D.C. 2' MAX 2' MAX 16" MAX O.C. 2' MAX
16" 16"
MAX 0 MAX
D.C. 0., C
7�" -F— 12"
-F
:MAX
MAX
FRAME FRAME
HEIGHT HEIGHT
185 AL UMINUM SINGLE HUNG WINDOW M5 ALUMINUM SINGLE HUNG wwbow
EXTERIOR VIEW 'DESIGNER EXTERIOR.,111EIN ' ....
FLANGE & FINLESSINqTALLA770N FLANGE & FINLESS INSTALLATION
SEECHART#1 FOR SMALL,ERUNfTSREOUJRED ANCHORS SEE CHART#1 FORSWLLER UlVfrS RE6LIJ&DANOHORS
DESIGN PRESSORE RATING IMPACT RATING
±55.OPSF LARGE
MISSILE IMPACT
MISSILE LEVEL P. ININOZONE 3
NOTES:
1 MAXIMUM SASH SIZE: 51' X 36"
2 MAXIMUM SASH D.L-O.: '41 5/8" X .32 1/-2-.
3. MAXIMUM FIXED D.Lb.: 49 3%8' X 32 1/2'.
LOCK AT Ir FROM
REVISED
1114APT-41
REV&M
DqE 0
9/29/17 IR.L
Number of anther lomtlonsmqulnad
-FmmelNIdthp)
Hpjyiriit
.00
!
24.00.
30.'00
3&00
42.00
'48,00
-,Szoo
(n)
Hea
I Jamb
-Head
mb
I Head'Jamb,
Haed
I Jamb
Head
Jamb
Hmd
179Ab
Heed,
Jamb
24.00--
2 .
3
3
3
I. 3.
3
3,
1., 3,
7 —4
—3
—4'
'3
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—,-A
SERIES IF65,-ALON
52
FLANGE; &
Dr
E NTS 12-/—
Luis R Loma
I
FF
HE
•SZ- MAX FRAME WIDTH .
2" MAX
r
10"
MAX O.C.
ri
10" MAX AX
O
O.C.
m
AME
GHT
/
4
s\
- 2" MAX 2" MAX
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FIN INSTALLATION
SEE 'CHART #2 FOR SMALLER UNJTS REQUIRED ANCHORS
I
2"
L-
10" MAX
O.C.
MAX
FRAME
HEIGHT
52" MAX FRAME WIDTH
10"
�— MAX 0.C.
DESIGN PRESSURE RATING
1M0ACT RATING
t55.151PSF
LARGE
MISSILE IMPACT
MIZQ ILL- LtVtL l7, WINO ZONE3
INOTES:
I. MAXIMU.M SASH .SIZE: 51" X 3V.
2. MAXIMUM SASH D.LO,; 47 5/8" X 32, 1/2
3. MAXIMUM FIXED D L.O.: 49 3�8" X 32 1/2".
4
Xi
2" MAX
leer I CF0'a0N DATC APPROVED
A ��REMSED ANCHOR SPACING & CHARTS . 07/11/16 R.L
B REVISED GLAZNG _ 09/29/17 R.L
CHART#2
,NumberoGanetnr locations required.
Frame
FrameNVidth in ,._ '.. ,.. _.
Height
48i00
24.00
;.. 3000
•.:..
. 3d00+ :'`#
'4200-
,. 48:00
5200.
S:J-4
S
Jamb•
HAS
Jamb:.HdS
;Jamb
HdS Jamb
HBS Jamb
H'AS' Jamb
2L00,.
3
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SERIES
sI<
0, DOORS,'LLG
,RKET; $TREET ;
9:
Luis R. Lornde `;a.E.
,FL No."62514
-1/2- MIN
EDGE DISTANCE
WOOD FRAMING
METAL
OR 2X BUCK
STRUCTURE
BY OTHERS
BY OTHERS
1 1/4" MIN.
EMBEDMENT
BACKER ROD
APPROVED
& APPROVED
1/4" MAX.
-SEALANT
SEALANT
SHIM SPACE
#10 WOOD SCREW
INTERIOR
EXTERIOR EXTERIOR
SILL TO BE 'SET
IN A BED OF
APPROVED;
STRUCTURAL
BACKER ROD
BACKER ROD
SEALANT
& APPROVED
k APPROVED
SEALANT
SEALANT
1/4" MAX.
F SHIM SPACE
MET
WOOD FRAMING.
T
STRUCTUI
OR 2X BUCK
1
BY OTHEI
BY OTHERS
.VERTICAL CROSS SECTION
WOOD FRAMINGOR2X BUCK INSTALLATION
NOTES.,
1.INTERIORANOEXTERlORFINISHES BYOTHERS,
NOT SHOWN FOR,CLARlfY.
2. PER/METER AND JOINT SEALANI'BYQRiERSTO BE
DESIGNED'NACCORDANCE W?HASTM E2112
AV
..
1/2' MIN
REMIONS
-
EDGE DISTANCE
REV
UESCR PnON
wTc APPROVED
A
REVISED -ANCHOR SPACING k, CHARTS
07/t1/16 R.L'
1/4" MAX.
SPACE
B
REVISED GIAZNG
/17 R.L.R.
09/SHIM
1 1/4' MIN.
1/4" MAX.
EMBEDMENT
SHIM SPACE
1/�
MIN
EDGE
INTERIOR
DISTANCE
#10 SMS. OR
SELF DRILLING
SCREW
#10 WOOD: -
INTERIOR
SCREW
W,OOD'FRAMING, '
EXTERIOR
OR'2X BUCK
BACKER ROD
_
BY`OTHERS
&,APPROVED
VERTICAL CROSS-
`SECTION
METAL STRUCTURE INSTALLATION
SEALANT"
JAMB INSTALLATION`DETAIL
WOOD FRAMING:pR2X BUCK INSTALLATION
" -
1%4 MAX'
SHIM.SPACE
#10 SMS OR%-"
SELF DRILLING: INTERIOR-
SCREWS' --
.. .
SILL fO, BESET
1
IN A BED 'O_F
APPROVED-
IN.
: '
STRUCTURAL.
EDGE;
DISTANCE_
SEALAN T
—
'.
1/4- •MAX.
EXTERIOR
METAL
SHIM, SPACE
STRUCTURE -BACKER ROD.
BY OTHERS k APPROVED -
SEALANT
JAMB INSTALLATION`DETAIL
METAL STRUCTURE INSTALLATION
SIGNED 10/0212017
MI'. WINDOWS AND DOORS, LLC-\11i��llll
R Lp�Xi'-
650 WEST -_MARKET; STREET
GRATZ ,PA 17030 '0370
`g
;gyp Eli
,
r
SERIES 18.5 ALUMINUM SINGIi` HUNG .WINDOW.
���r
52"x72" IMPACT . '
—
FLANGE INSTALLATION:DETAILS
o 7ATE OF,s��
Dwc. No. R Ev:
�•0•.1 P.."'
•. ORCO ���
sr.I17E NTS' — 12/09/i4 a sd
LR08EHTO.LDMSPE
l432.WOODFDRD RDLEWISV?LEENG2=3
Luis R. LDnics,P.E>
%13a-SBs:o60s' tlkinae6NAorriiape.crom
EL No.• 62.514=.,.
- ,- :..
Ar
EDGE DISTANCE
Kv DESCRFnoN
PROM
OPTIONAL, Ik BUCK
T
EMBEDMENT SHIM SPACE
1/4" MAX. j
BY OTHERS
BACKER ROD
SHIM SPACE
& APPROVED
INTERIOR
EME
EXTERIOR
DISTANCE
BACKER RDD
OPTIONAL Mi'sUCK SEALANT
SHEET I
SILL TO BE SET
BACKER ROD
IN A,BED OF
& APPROVED
SEALANT
APPROVED
STRUCTURAL
NOTES:
1; INTERIOR ANDEXTERIOR FINISHES, BYOThERS,
SEALANT
NOTSHOWWFOR&ARITY
OPTIONAL IX BUCK
�����iOE-rERANDJ6;�ii�,��6714MS.7-OBE
WINDOWS AND- DOORS,
FAl
StRIES 1785 ALUii
FLANGE' INSTALLAriON,DETAILS
^ ~
°
~
'
1/2- MIN
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
PACKER ROD
& APPROVED
1/4" MAX.
SEALANT
SHIM SPACE
#10 WOOD SCREW
INTERIOR
EXTERIOR
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/2' MIN REV�IDNS-
EDGE DISTANCE
i r REV DESCRIMON DAU �PPRWED
A RLMSED'AtkMW SPACING & CHARTS 07/11/16 R.L
1/4* MAX. B REVISED GLAZlqG 09/29/17 R.L.
SHIM SPACE
1 1/4 MIN 1/4" MAX:
EMBEDMENT SHIM SPACE
1/24
MIN
EDGE INTERIOR
DISTANCE
IN #IOSMS OR; 00 WOOD
SELF DRILLING -SCREW
SCREW.
WOOD- FRAMING EXTERIOR
OR,,2k'BUCK' R
'BY.OTHERS B�CKER' OD
AlAPPROVED
DETAIL
W PP""rPR2XBLrK1NSTALLATION
EXTERIOR
SILL TO BE SET
IN, A BED OF
APPROVED
STRUCTURAL
BACKER ROD
BACKER ROD
SEALANT
'& APPROVED
do APPROVED.
SEALANT
SEALANT
1/4" MAX.
SHIM SPACE
WOOD FRAMING
METAL -
OR 2X BUCK
STRUCTURE
BY OTHERS
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2K BUCK INSTALLATION
NOTES.,
1: INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FORbLA]MTY.
2. PERIMETER AND JOINT SEALANT BY OTHERS To BE
'DESiGNED 114 ACCORDANCE WITH ASTM E2112
tk�� SPACE
1110 SMS OR
SELF DRILLING
SCREWS
INTERIOR
SILL TO 'BE:,SET
1/2-
IN! A. BED C OF
MIN:
APPROVED;
EDGE'
STRUCTURAL
bistANdt
SEALANT
'
EXTERIOR
'6kkER
ROD -
METAL' &,AipPk6VED
SHIM SPACE
-STRUCTURE-
By OTHERSJAMBiNsTAL?LATl0'NDETAlL-,
'SIGNED . '7
m WINDOWS AND 1' W, UTOOR
650 T.-MARKET' STREET
GRATZ' -PA'i 703 1037,
E
VERTICAL GROSS SECTION SERIES; 1.85 ALUMINUM SINGLE kukd wihboW
METAL, STRUCTURE INSTAUATION
t2N72"'IMPACT '"
FINLESS 1NSTAUATI6N'bE'Tkfi:S
Luis' R. lo6ds-P.
FL Ho.: -'6, 25 14'
.... . ..... . ....
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X_.BUCK
14,e14,
°`
1 1/4" MIN.
SEE NOTES 3 — 7
EMBEDMENT
SHEET 1
1/4" MAX.
BACKER ROD
SHIM SPACE
&.APPROVED
SEALANT
3/16" TAPCON
INTERIOR
EXTERIOR
SILL TO BE SET
BACKER ROD
IN A BED, OF
APPROVED
& APPROVED
STRUCTURAL
SEALANT
SEALANT
OPTIONAL 1X BUCK
1/4" MAX.
SEE NOTE 3 — 7
( SHIM SPACE
SHEET 1
.
1
CONCRETE/MASONRY
BY OTHERS
VERTICAL CROSSSECTION
CONCRETE/MASONRYY INSTALLATION
REV I DESU.Mn ON I aTE I APPROVED
A .REVISED ANCHOR SPACING Ai CHARTS 1 07/11/16 R.L
B REVISED GLAZING 1 09/29/17 1 R.L.
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
.'
_
SHEET 1
3/;16" TAPCON
MAX.
SHIM SPACE
F1/4:"
INTERIOR
2, 1/2"
MIN
DISTANCE
a
EXTERIOR
BACKER.,ROD
&•APP.ROVED
SEALANT',: ;
JAMB IN9TALL9TI0N'6ETAk '
CONCRET"ASONRY, INSTALLATION
NDTES:;
1, INTERIOR AND EXTERIOR FINISHES OTHERS,
•,.
NOTSIiOWNFQR:QLAR/T1;•� "
_ _ ,
MI°:W1ND,OWS AND DOORS;-°LLC. .
650,•;WEST MARKET STREET'
GRATZ,ARA 17030=0370
SERIES 1
.85. ALUMINUM SINGLE HONG� WINDOW
" 52"Oi".IMPACT
FINLESS` INSTALLATION 'DETAILS
ORAWtt
N.,G• 08-0254}, B
w-'L'`N75 'A7 12/09/'14 sEU7 OF 9
SIGINED:
Luls
FL
APPROVED
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SEALANT
EMBEDMENT
FRAMING
BY OTHERS
F SHIM SPACE
7/16" MIN
EDGE DISTANCE
SCREW
.#8 WOOD SCREW
F SHIM SPACE
7/16- MIN
EDGE DISTANCIE
APPROVED WOOD
SEALANT FRAMING
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VERTICAL CRoss.sEcTioN
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ma`
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8 REVISED GLAING 09/29ji7 R.L.
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, JIr :Lj
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Li I
ELA- FLANGE FRAME HEAD 'FLANGE FRAME JAMB FINLESS HEAD IEJAMB 9/8* — —
CM-18501
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ALUMINUM 6M-T5.05Lr 7HICK ALUMINUM 6063-TS.050'THICK CM-18513 1/8" ANN. - - 1/8' ANN.
ALUMINUM 6963�TS.0507 THICK'
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CM-18W9
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7/16-
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Luis
FL
R W R W Building Consultants; Zne..
B Consulting andEngineering Services'For the Building Industry
C P.'O. Box 2XValrko, FL33595 Phone 813.659.9197
Florida Board 'of Professional Engineers Certificate ofAulhorization.No. 9813
Noduct
Galte o
9_..ry
` 66 Category
Manufacturer
Product Name
Therma Tru ;Corporation.
Fiber=Classic and'SmoothStar
Iterior
Swinging,
E
Doors
Exterior Door
Assemblies,
118 Industrial- Delve
Edgerton, OH 43617
ComposiWEdge Glazed Fiberglass Double Door
w/ or Wout Sidelites
Phone 419.298A740
lnswing16uiswing;11Impact"
Scope: This is a.Product:Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E..for Therma.Tru
Corporation based on Rule Chapter No. 61 G20-3; Method_ 1 D of the State of Florida Product Approval, Department:of
Business & Professional. Regulation.
RW. Building Consultants and Lyndon F, Schmidt; P,E.,do not°have nor -will acquire financial' interest in the company,
manufacturing or distributing the product orin any other entity1rivolved in'the approval process of the product named
�
L initIkidh$. herein.
1.. This product has,been evaluated and;is in compliance with the 6th:.Edition.,(2017) Florida Building Code {FBC) structural requirements
excluding the"High Velocity. Hurricane Zone" (HVHZ).
2.. Product -.anchors shall be as listed and:spaced'as.shown on;details. Anchor embedment.to;bas&material shall be beyond: wall dressing
or stucco.
I
3. When. used in areas.requiring wind bome debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does
not require an impact resistant covering. This product meets missile level "D" and. includes Wind Zone 4 as'defined in ASTM E1.996
and FBC:Sections 1609.12.2:& 13301.2A.2.1..
4. Foi 2x,.stud;framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5.. Site conditions that deviate,from the .details of :drawing FL-20468.9 require, . further engineering' analysis by a, licensed engineer or
registered 'architect;.
6. Fiber-Classic,&Smooth=Star Door and Sidelite panels require the useof'" Y part numbers,and must be stained or painted within six
months of installation
7. See drawing FL720468,9 for size and designs pressure limitations.
1.. Test Report No.. Test Standard Testing, Laboratory Signed by
TEL 66-0718-1 ASTM' E330-02, E-1'886-02, .El996-02 Testing Evaluation Lab.,Inc. V.K. Wright
TEL 01.460274 ASTM E188Q-Q5, E1996-05 Testing:Evaluation Lab.,Inc. VX Wright
ASTM 15380-02, E331=00
TEL 01480130 ASTM E1886=02, E1996702 Testing Evaluation Lab.,Inc. V.K. Wright
ASTM E330-02, E331-00
TEL01461612 ASTM Ei086=05, E1,996-09 Testing Evaluation.Lab.;lnc. V.K.'Wiight
ASTM E330-02, E331-00
2. Miami Dade NOA Materials Testing
16-A1"17.01 Butacite® PVB.lnterlayer(Kuraray)
17-0712.05 Safiex® PVB Interlayer (Eastman Chemical Company)
I oaeaaai;rr
3 Drawing, No. Prepared by A% �'re, No FL-20466t9 RW Building Consultants, Inc. (CA #9813), 0`0o��i F� G E s;� °0000 Syndoigned n F. Schm d & Sealed b P.E.
4. Calculations Prepared by ��� ; •).� F� ••• �s$igned &rSealed by
Anchoring RW Building Consultants, Inc; (CA #9813) No, 4340,9, Syndon F. Schmidt,. P.E.
5. Quality Assurance .,
Certificate of Participation issued by National Accreditation and .�
Management Institute, certifying that Therma Tru C'orporation'is 9 STATE OF y
manufacturing:products within a quality=assurance program that.complies• -* 0%'.� @ ����� Lyndon F. Schmidt,:P.E.
with:ISO/IEC17020 and,Guide.53. �i� • L O.Fi. ,� ~�� FL'PE No.4.3409
Sheet 1 of 1 �s5'i0NeAi `��� `12/14/2017
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
GLAZED FIBERGLASS DOUBLE DOOR
w/ or w/ovt SIDELITES
INSWING/ OUTSWING
"NON -IMPACT"
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition (20171
Florida Building Code (FBC) structural requirements excludng the "High Velocity
Hurricane Zone' (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor
embedment to base material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind bome debris protection, this product is
required to be protected with an impact resistant covering that complies with
FBC Sections 1609.1.2 & 001.2.1.2.
4. For 2x stud framing construction, anchoring of these units shall be the same as
that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
TABLE OF CONIENTS
SHEEN
DESCRIPTION
1
Typical elevations, design pressures & general notes
2
Door panel details and glaring detail
3
Sidelite panel details and glaring detal
4
Elevations
5
Horizontal cross sections
6
Vertical cross sections
7
Vertical cross sections
8
Buck anchoring
9
Frame anchoring
to
Astragal details
11
Bill of materials and components
151.S' MAX. O.A. FRAME WIDTH
{
3725MRAMS WI 111 74.91 MAX. FRAME WIDTH.51
FRAME WIDTH
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REVISIONS
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REVISIONS FBPE C.A. No. 9813
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Lyndon F. Schmidt �i�'•.�ORID�• Q ���
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IN
BILL OF MATERIALS
REM #
DESCRIPROH
MATML
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CONCRETE
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STEEL
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#9 X 2-1/7' PFH WOOD SCREW
STEEL
L
# 10 X 2-1 /2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT)
STEEL
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#8 X 2" PFH WOOD SCREW
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N
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STEEL
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FORCE 5 WEATHERSTRIP (ENDURA)
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DEADBOLT STRIKE PLATE
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SIDEIJTESPACER (ISSLB)
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31
OUTSWING THRESHOLD BY DLP (QOSH)
ALUM. / WOOD
32
ADA THRESHOLD BY DLP (ISHC)
ALUM.
33
INSWING THRESHOLD BY DLP ([SCSI
ALUM. / WOOD
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SIDELTTE THRESHOLD BY DLP (ISH/ EIS)
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OUTSWING ADA BUMP THRESHOLD
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40
DOOR PANEL- SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
56
EXTRUDED ALUMINUM "ULTIMATE HURRICANE ASTRAGAL" (ENDURA)
ALUM.
60
SIDELTTE PANEL -SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
87
ASTRAGAL STRIKE PLATE
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1 2X REINFORCEMENT (CLEAR PINE' SG >= 0.49)
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COMPOSITE EDGE
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"IMPACT'
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition
(2017) Florida Building Code (FBC) structural requirements excluding the'High
Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor
embedment to base material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind bome debris protection this product
complies with FBC Sections 1609.1.2 & R301212 and does not require an
impact resistant covering. This product meets missile level "W and includes Wind
Zone 4 as defined in ASTM El996 and FBC Sections 1609.122 & R3012.121.
4. For 2x stud framing construction, anchoring of these units shall be the same as
that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
6. Fiber -Classic & Smooth -Star Door panels require the use of"J° part numbers and
must be stained or painted within sic months of installation.
F_ TABLE OF CONTENTS
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1. Sal Item #'s 17,18, 32, 34, 35.36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1/T pfh screws at each end.
Sal Rem #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1/T pth screws at each end.
SIR Item #15 is attached to jambs utifiang (2) # 10 X T pph SMS at each end.
INTERIOR EXTERIOR
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No.43409
THERMA-TRU
Lyndon
n F.�j�;�s •., Q�Q�,
FIBERGLASS DOOR
P.E. 43409ldt
GD BUILDING CONSULTANTS, �.
ASSEMBLY:
HARDWARE DETAILS
J1'�P•0. Box 230, Volr(oo, FL 33595
Phone No.: 813.659.9197
FBPE CA No. 9813
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RECESSED PANEL NOTATION
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UPDATE TO 6th ED 2017 FBC
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No.43409
11/29/1*
PRODUCT:
Document. prepared eyr — STATE OF .T
FlBERGRIAASS DOOR
PE. Nondon F43409Idt i0 39,O� AL
GA BUILDING CONSULTANTS,I�IG�tt\t,``
PART OR ASSEMBLY:
COMPONENTS
P.O. Box 230. VeirI00. FL 33595
Phone No.: 813.659.9197
FBPE C.A. No. 9813
BILL OF MATERIALS
BILL OF MATERIALS
ITEM 6
DESCRIPTION
MATERIAL
REM IF
DESCRIP170H
MATERIAL
A
1 X BUCK (SG >= 0.42)
WOOD
25
#8 x 2-1 /2' PFH WOOD SCREW
STEEL
B
2X BUCK (SG >= 0.42)
WOOD
26
#8 x 5/8" PFH WOOD SCREW
STEEL
C
1 /4" MAX. SHIM SPACE
-
27
LATCH STRIKE PLATE
STEEL
D
1 /4" X 2-3/4" PFH ELCO OR ffW CONCRETE SCREW
STEEL
28
DEADBOLT STRIKE PLATE (STANDARD)
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
28A
DEADBOLT SUB STRIKE PLATE
STEEL
28B
DEADBOLT STRIKE PLATE (SECURITY)
STEEL
G
3/16" X 3-1 /4" TTW CONCRETE SCREW
STEEL
29
4" X 4" HINGE
STEEL
J
1 /4" X 3-3/4" PFH ELCO OR ff W CONCRETE SCREW
STEEL
30
LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM)
ALUM/COMP
L
#10 X 2-1/2" PFH WOOD SCREW (1.15' MIN. EMBEDMENT)
STEEL
31
MULTIPOINT STRIKE PLATE (TONGUE SYSTEM)
ALUM/COMP
M
3/16" X 2-1/4" ffW CONCRETE SCREW
STEEL
32
INSWING THRESHOLD
ALUM/COMP
N
3/16" X 2-3/4" TTW CONCRETE SCREW
STEEL
33
INSWING THRESHOLD
ALUM/COMP
1
JAMB (FINGER JOINT PINE)
WOOD
34
INSWING THRESHOLD
ALUM/COMP
6
WEATHERSTRIP (MEDIUM REACH)
FOAM
35
INSWING THRESHOLD
ALUM/COMP
7
WEATHERSTRIP (LONG REACH)
FOAM
36
INSWING THRESHOLD
ALUM/COMP
8
SWEEP
VINYL
37
INSWING THRESHOLD
ALUM/COMP
9
SWEEP (USE w/ MODERATE CLIMATE THRESHOLD)
VINYL
38
INSWING THRESHOLD
ALUM/COMP
10
SWEEP (USE w/ PUBLIC ACCESS THRESHOLD)
VINYL
39
INSWING THRESHOLD
ALUM/COMP
15
PUBLIC ACCESS THRESHOLD
ALUM
40
DOOR PANEL (BOOK)
-
16
OUTSWING THRESHOLD
ALUM/COMP
41
DOOR PANEL (HYBRID)
-
17
OUTSWING THRESHOLD
ALUM/COMP
42
DOOR PANEL (Ul)
-
18
OUTSWING THRESHOLD
ALUM/COMP
22
#8 x 3/4" PFH WOOD SCREW
STEEL
23
# 10 x 3/4" PFH WOOD SCREW
STEEL
24
# 10 x 1" PFH WOOD SCREW
STEEL
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CONCRETEANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locafions noted as MAX. ON CENTER' must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the MAX, ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
: ANCHOR'.
ANCHOR
M:(N
MIN Ct04.Ot
MIN _CLORANCE
fMBED:MEN1',
: TOMASONRY
TOALSJAQENI' ... :
....TYPE....;.....SIZE
.......,
.........
:-::......
............EDG(c.:....::;::
;:..:.,:ANCHOR ......;
I1
TAPCON ®
1/" 4
1-1/4"
2"
4"
ELCO
1/4"
1-1/4"
1"
4"
ULTRACON
ITW ®
3/16"
1-1/4°
AS SHOWN
1-1/7
TAPCON
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 5/6" edge distance, 1"end distance, & 1"o.c. spacing of
wood screws to prevent the splitting of wood.
i
ar X
er. LFS
WM Noe
FL-20468.1
er 11 OF 11