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Product Aooroval Menu>Product or Application Search>Application List>Application Detail
• FL# FL12=93`-R3?''
Application Type
Code Version 2014
Application Status Approved
Comments
Archived O
Product Manufacturer TT ru�Coratorn
Address/Phone/Email rive
Edgerton,OH 43517
(419) 298-1740
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category JExte ion Doorsi
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
n Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entitytons A—R ation and Management Institute
Quality Assurance Contract Expiration Date 121112018 y
Validated By Ryan7. King, P.E.
n Validation Checklist-Hardcopy Received
Certificate of Independence FL12793 R3 COI CERTIFICATE OF INDEPENDENCE.Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/NWWDA 101/I.S.2/A440 2005
ASTM E330 2002
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 05/30/2015
Date Validated 06/28/2015
Date Pending FBC Approval 07/05/2015
Date Approved 08/19/2015
Summary of_.Products. `
Model,Number'or Name Description-
�12793,a1u •= a. "Craftsman" by Thermo Tru 6'8 Glazed Fiberglass Single Door utilizing the Flush Fit Glazing
" (Fiberglass Entry Door) Frame-(X)Inswing or Outswing Configuration
Limits of Use Insta i ns ructions
Approved for use in HVHZ: No 72793 R`3 II Tns12793.1.odf
Approved for use outside HVHZ:Yes LVerif - - —RE.43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 12793.1 for Design Pressure Ratings,any FL12793 R3 AE Eval 12793.1.12dTf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. (This product approval requires the use of"J" part
number doors,which have been stained or painted within 6
months of installation.)
`12793.2 b. "Craftsman" by Therma-Tru 6,'8 Glazed Fiberglass Single Door with Sidelite utilizing the
(Fiberglass Entry Door) Flush Fit Glazing Frame-(OX or XO)Inswing or Outswing
Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12793 R3 II Inst 12793.2.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 12793.2 for Design Pressure Ratings,any FL12793 R3 AE Eval 12793.2.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. (This product approval requires the use of"J"part
number doors and sidelites,which have been stained or
painted within 6 months of installation.)
12793.3 c. "Craftsman" by Thermo Tru 6'8 Glazed Fiberglass Single Door with Sidelites utilizing the
(Fiberglass Entry Door) Flush Fit Glazing Frame-(OXO)Inswing or Outswing
Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12793 R3 II Inst 12793.3.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 12793.3 for Design Pressure Ratings,any FL12793 R3 AE Eval 12793.3.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. (This product approval requires the use of"J" part
number doors and sidelites, which have been stained or
painted within 6 months of installation.)
12793.4 d. "Craftsman" by Therma=Tru 6'8 Glazed Fiberglass Double Door utilizing the Flush Fit
(Fiberglass Entry Door) Glazing Frame-(XX) Inswing or Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12793 R3 II Inst 12793.4.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 12793.4 for Design Pressure Ratings,any FL12793 R3 AE Eval 12793.4.pdf
additional use limitations, installation instructions and product Created by Independent Third Party:Yes
particulars. (This product approval requires the use of"J"part
number doors,which have been stained or painted within 6
months of installation.)
12793.5 e. "Craftsman" by Thermo Tru 6'8 Glazed Fiberglass Double Door with Sidelites utilizing the
(Fiberglass Entry Door) Flush Fit Glazing Frame-(OXXO) Inswing or Outswing
Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12793 R3 II Inst 12793.5.odf
THERMANTRU"" z = 0.
THERMA TRU DOORS
g om
37.75'MAX. �i ��` c°i ro
1 1 8 INDUSTRIAL DR., FRAME WIDTH ►,````
36.00 MAX. '1'H�141►►►► Z
EDGERTON OH 43517 omd
► PANEL WIDTH $N o z
CRAFTSMAN FIBERGLASS DOOR ~ ` =m
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w/ FLUSH FIT GLAZING FRAME �' ' 'z maa�
INSWING/OUTSWING X '� SO:
"NON-IMPACT"
z WZ
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GENERAL NOTES <zae
a 1. This product has leen eyaluoted,and h in complance with the.Sth;Edition j20T4),Flon,'da 6uAdin o O W
Code(FBC sfnlsfurul regvrzements ezctuding the o O
U m K Vf
R2. Pro spaced as shown on details.Anchor embedment to base 0 I a
material shall be beyond wall dressing or stucco. R as
J 7 m 3. When used in areas requiring wind borne debris protection this product is required to be
protected with an Impact resistant covering that complies with Section 1609.12 of the FBC.
3 4. For 2x stud framing construction,anchoring of these units shag be the some as that shown for 2x <
buck masonry construction. N
g
S. Site conditions that deviate from the details of this drawing requ'ue further engineering analysis W o
by a licensed engineer or registered architect. N �'
oo �
TABLE OF CONTENTS
SHEET# DESCRIPTION a ;
I Typical elevation,design pressures&general notes n N ?
2 Door panel details and glazing detail =W =
3 Horizontal cross sections ovERaLF DESIC�NPRE$SURE{PSFj'. n N o
4 Vertical cross sections kVrNG FRAME`- m
5 Horizontal and vertical cross sections = D/MENSION' P031rrVE NEGATIVE -z
6 Buck and frame anchoring-2X buck masonry construction 3 xf 2V = DATE: 6130109
=
INSWING 37 7b"x 82.00 + 5 0 60.01 g
7 Frame anchoring-1 X buck masonry construction _ - -�-- SME: N.T.S.
8 Frame anchoring-Direct to masonry ourswlNG 7, x 81.17^ +55.0 -60.0 °Y° JK m'
9 Components LFS
°RAWC NO.:
W a
10 Bill of materials
FL-12793.1 0
Lrl
SHEET_L OF 10
N
49 %
EXTERIOR =• * 6 =c;n
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46 GI INTERIOR 43 `<.= N a f°r 'm°a a
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33
36"DOOR 8 d
WIDTH �11 HORIZONTAL CROSS SECTION
20.00" 2 2 1
D.LO, o cO
121" 238"— t 21 SEE m qy
I I 4 NOTE 1 RW N
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N Reinlacemenf � � .- o
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!E GLASS BITE 1.53"
= 4 1 GLTAK.
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oma '
L o m O 1/8"TEMPERED •i :i:•,{?;';'` N
Fn O GLASS o z
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45 BOTTOM RAIL ,...,,., •, s"•-z u
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40 ;}•;ti': Dnt[ 6130109 z
Craftsman
.b:4{: s—E.- N.T.S. °
F Dwr.ay.. JK 'm
NOTE: CHS.en LFS 3
1.LRE FRAME SCREWS LOCATED 3.1/4" VERTICAL CROSS SECTION DRAWING NO.:
FROM CORNERS AND ON CENTERLINE. 2 °
FL-12793.1 °o
NOTE:WOOD/LVL DOOR COMPONENTS: PINE(SG>=0.42) SHEET__L OF 10 r;
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\.\`\F�SCHMjG�''�.
17 � V.•'�yeE N�'•.r 'y
No.43409
Q PRODUCT: Doeumen"A Proparod By. RGTEOF
THERMA TRU Lyndon F. Schmidt 'ice •'•.?lOWD�`.
I m FIBERGLASS GLAZED DOOR P.E. No. 43409 �j� ���
2 W /7j1 111 11\\\
o y o 2 =UPDATE
75 UPDATE 70 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: n',BUILDING CoNSULTANTS• INC.
W �t x (A p 1 2 09 12 UPDATE TO 2010 F13C JK RU
p.0. Boz 230•Valrico• FL 33595
to IoNO DATE BY HORIZONTAL phone No.: 813.659.9197
REVISIONS CROSS SEC77ONS FBPE CA No. 9813
02009 R.W.BUILDING CDNBUL—NTB INC.
maient Th.T.PERMANENTVIOlida Product APpmd&\FL-127931Dra-ings\CurrentLFL-12793.1-idrrg.4.1
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$ ct PRODUCT: oxumena Pmpazod eY• �' 6WECP t
y THERMA TRU Lyndon F. Schmidt r''r� '� 8�:••"• ����
rn FIBERGLASS GLAZED DOOR P.E.No. 43409 riot jN�
a q��OWA`t<ttp�
zo BUILDING CONSULTANTS.I�C.
22 O2 15 UPDATE TO 5TH ED. 2014 FSC LFS PART OR ASSEMBLY:
w +rix yt O 1 2 09 12 UPDATE TO 2010 FBC JK VERTICAL P.O. Boz 230,VGlrlco, FL 33595
VV Phone NO PATE EtY CROSS SECTIONS
REVISIONS FBPE CAA. Noo.. 9 881813
9.9187
H009 R.W.BUILOING CGNGUI_1-tNO.
c
N C C N � E �=r'"'
INTERIOR INTERIOR a
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EXTERIOR EXTERIOR
N 1 � -45) 0
5 5 P-Lo
1 HORIZONTAL CROSS SECTION r3 HORIZONTAL
CROSS SECTION � >G
$ Direct to Masonry $ Direct to Masonry
49/16"jamb 49/16"jamb 5 5 � m Zd '
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e 2 HORIZONTAL CROSS SECTION �4HORIZONTAL CROSS SECTION 5 VERTICAL CROSS SECTION VERTICAL CROSS SECTION DWG.BY: JK
$ Direct to Masonry $ Direct to Masonry $ Direct to Masonry $ Direct to Masonry CNK ar: LFS 3
6 9/16"jamb 6-9/16'jamb 49/16"jamb 6-9/16"jamb DRAWING NO.:
p FL-12793.1 Cl
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BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB m LA
CONCRETE ANCHOR NOTES: Masonry 2X buck construction N
r1.Concrete anchor locations of the corners may be adjusted to maintain the min.
edge distance to mortar joints. 9 k
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted toIL d
0 0
maintain the min.edge distance to mortar joints,additional concrete anchors 9 10 6sueN.T.S.may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 10
e 3. Concrete anchor fable.,
L L ooa
A ..................................................
::.::...........:.......:•. .,..,,.,...::::•:.::-:::::.......:.;;•nsss;M.ITV.:yCI�A:BAN��;;:;i41pN.::C��}t.R4:NC� L N N�
s A'11GH,QK:: ANC}IC1k MIN.:a;;:;rt:a::.............................:;::•>:;;::..........;.......................:. 10
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PCITI ® 1/4" 1 1/4" 2" 4" L c^ 6130109 c
TAPCON
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ULTRACON
WOOD SCREW INSTALLATION NOTES: DRAMNG No.: d'
r= HINGE DETAIL a
1.Maintain a minimum 5/8"edge distance,I"end distance,&1"a.c.spacing of HINGE DETAIL Inswing FL-12793.1 °o
wood screws to prevent the splitting of wood. Outswing SHEET 6 or 10 a
o — —
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r HINGE JAMB FRAME ANCHORING STRIKE JAMB 10
N
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o w o
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CONCRETE ANCHOR NOTES: N
HINGE DETAIL o o
1.Concrete anchorlocations at the comers may be adjusted to maintain the min.
edge distance to mortar joints. 9 Insw ng 5 F
0 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a
maintain the min.edge distance to mortorjoints,additional concrete anchors 10 ' ?
may be required to ensure the MAX.ON CENTER"dimension are not exceeded. w
e 3.Concrete anchor table:
10 w =
N H
:::::::•::::.-::::,:::::•::::.:.,,.,...,..,,,:,:• :<s>;NItN`CkiiskANC�i:'N1aNCkF}�RA:NGE: H 10 N N o
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z a
i ELTC�E ......... .......ANC OR 1Q Dae: 6130109 i
TAPCON® 1/4" 11/4" 2 4"
snu: N.T.S. 9
ITW DWG.BY. JK m
TAPCON® 3/16" 1-1/4" 3" 1.1/2" cw_Dr. LFS 3
WOOD SCREW INSTALLATION NOTES: HINGE DETAIL DRAWING NO.:
1.Maintain a minimum 5/8"edge distance,1"end distance,&i"o.c.spacing of Outsw ng FL-12793.1 0
v wood screws to prevent the splitting of wood. N
SHEET 7 OF 10
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9 HINGE JAMB FRAME ANCHORING STRIKE JAMB
B Direct to Masonry N
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6 CONCRETE ANCHOR NOTES: w o 0
1.Concrete anchor locations at the comers maybe adjusted to maintain the min. b rn
edge distance to mortar joints. N Eu>
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to 9I DIRECT TO o 0
maintain the min.edge distance to mortarjoints,additional concrete anchors N MASONRY a
maybe required to ensure the"MAX.ON CENTER"dimension are not exceeded. $o
$ 3.Concrete anchor table:
� :•:::•::::i::�i:::�:::::..:....:..:::'::::::..:::.::•::::::::::.�:::.:::::':::::::::�::'M.11.1.a::��:IN.\1R1r.F.:�:. I'Ilr':\i ....::"..: 10
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TO741ASONRY TO,AOdA[ENT DIRECT TO " F a
• TYPE SfrE EM8E4MENi N o o a
EDGE............:.........:.ANCHOR......:?:: L MASONRY N N o
ITW =
TAPCON® 1/4" 1-1/4" 2" 4" 1Q 10 N'z oD
ELCO ® — 6130109 i
ULTRACON 1/4" 1-1/4" 1" 4" D
sauE N.T.S.
HINGE DEfA1L
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WOOD SCREW INSTALLATION NOTES: :2;;(4?k1TSI�lNG:4T1E}:::;':.;:::;;`:::.;:;.:_.j:
:(MA;XPRESSllRF:.::;; DRAVANG NO.:
I.Maintain a minimum 518"edge distance,I"end distance,&i"o.c.spacing of •..••.•. . m
FL-12793.1 a
wood screws to prevent the splitting of wood. +55:{3i+5K:/i?55 t17?Sx?;;' o
SHEEr 8 OF 10
*
5.63" 5.83" C:
5.75
2.36" 2.37"—►{ 1.68"—�{ _C7 * I;O:.n
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2.37°-� 1.68"
2
�LUISWING THRESHOLD �ZOUiSWING THRESHOLD
Ha dwood si0 �ZINSWING THRESHOLD v
Standard substrate Ad'substre with
wd5ub5tfate UI W 0
oCO
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a a
m 5.75' 5.83"
1.5' 2.37" { 1.68�{ ��m
5F U y
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G THRESHOLD v�i N 0
Self adustin1 OUTSWING THRESHOLD 36 INSWING THRESHOLD
I 9 Standard
substrate Standard d substrate 0 0
$ 4.56"
2.36" z z _
a 4.56"
r.4z a
LCS wre 6/30/09 i
0 2.36' saac: N.T.S. �
F �ZOUTSWING THRESHOLD HEAD d SIDE DWG.er: JK m
Coastal 19 20 Jamb 32 SWEEP
cm BY. LFS 3
DRAWING NO.: P
FL-12793.1 0
SHEET_�L Of 10
BILL OF MATERIALS `��;�`
ITEM DESCRIPTION MATERIAL 1%Al .••""' '.�
A 1X BUCK SG>=0.55 WOOD
B 2X BUCK SG>=0.55 WOOD
D1/4!'X
C MAX.1/4"SHIM SPACE
1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE '�� '' .`� c =
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ' .....
rmm11
G 3116'X 3 1/4"PFH ITW CONCRETE SCREW STEEL rr �& z o m o
H 1/4'x 3-1/4"PFH ITW CONCRETE SCREW STEEL L 0 Ci•:_
I 1/4"PFH ELCO OR ITW CONCRETE SCREW 1-1/4"MIN.EMBEDMENT STEELN 'e ' i o=o
J 114'X 3.3/4"PFH ITW CONCRETE SCREW STEEL .1 €y g 9 a o a
K #8 X 2-1/2'PFH WOOD SCREW STEEL V d m a L
L #10 X 2-1/2'PFH WOOD SCREW STEEL a o `t
M 3/16"X 2-3/4"PFH ITW CONCRETE SCREW STEEL $Z
N 3/16"X 2-1/4"PFH ITW CONCRETE SCREW STEEL
a
1 EXTERIOR LTTE FRAME ALUM.
2 INTERIOR LITE FRAME ALUM.
3 LRE FRAME TRIM PVC o
4 #10 X 1-1/2'PFH SM SCREW STEEL
v J
7 MEDIUM REACH COMPRESSION WEATHERSTRIP FOAM �w
8 LONG REACH COMPRESSION WEATHERSTRIP FOAM ¢ J
9 4!'X 4"HINGE.097'THK. STEELm s ,�
10 #10 X 3/4"PFH WOOD SCREW STEEL S .2 o
ti 14 THRESHOLDOUTSWING-SELF ADJUST ALUM./COMP. d m
15 THRESHOLD OUTSWING-5-3/4'COMPOSITESILL ALUM./COMP. �I On O
16 THRESHOLD OUTSWING-5-3/4"COMPOSRoESILL ALUM./COMP. �
17 PASSAGE LOCK-KWIKSETSIGNATURE SERIES STEEL o
^ 18 THRESHOLD OUTSWING 5-3/4"THERMAL BREAK SILL ALUM./WOOD m
19 HEADER JAMB SG>=0.42 WOOD
LL 20 SIDE JAMB SG>=0.42 WOOD
9 21 DEADBOLT KWIKSEr SIGNATURE SERIES(980) STEEL
27 LATCH STRIKE PLATE STEEL o
Z28 DEADBOLT PLATE STEEL N
0 29 SECURITY STRIKE PLATE STEEL w�` _o
31 COASTAL OUTSWING THRESHOLD ALUM./WOOD o 0
32 DOOR BOTTOM SWEEP PVC
h N
33 INSWING ADJUSTABLE THRESHOLD ALUM./COMP, Q�
34 OUTSWING THRESHOLD-5-3/4"HARDWOOD SILL ALUM./WOOD Q a
g' 36 INSWING THRESHOLD-FIXED ALUM./COMP.
37 OUTSWING THRESHOLD ALUM./COMP. N
38 INSWING ADJUSTABLE THRESHOLD ALUM./COMP. W =
40 FIBERGLASS DOOR PANEL CRAFTSMAN FIBERGLASS
rye 43 LOCK BLOCK REINFORCEMENT WOOD i
rz 44 HINGESTILE LVL/WOOD I 1N z 0
z 45 BOTTOM RAIL COMP. oar. 6/30 09 =
46 INSULATING FOAM CORE POLYURETHANE SCALE N.T.S.
F 47 LOCK STILE LVL/WOOD Dwc.BY.. JK m
48 TOP RAIL COMP. CHK BY. LFS
A. 49 DOOR SKIN.070"MINIMUM THK.FIBERGLASS FIBERGLASS Danwwc No.:
FL-12793.1 0
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BCIS Home I Log In I User Registration I Hot Topics ( Submit Surcharge Stats&Facts I Publications FBC Staff I BCIS Site Map Links Search
Florida
'� Product Approval
r.�, � ..USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
• FL# FL49Q4 R7
Application Type A n
Code Version x£0;14
,Application Status Approved
Comments
Archived
Product Manufacturer ?F�Masomte,International !
Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
(800) 663-3667
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors,,
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
2)1 affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity "Yes(-)No(`)N/A
�+ Product Approval Method Method 1 Option A
M1
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending FBC Approval
Date Approved 05/04/2015
_ Summa of,Products
FL#' Model, Number or Name Description +
4904.1 Wood-edge Steel Side-Hinged Door 6'-8" Opaque I/S and O/S Single Door
a Units
Limits of Use Certification Agency Certificate
[ r,; Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.0l.pdf
Approved for use outside HVHZ:Yes �y Assur a Contract Expiration Date
Impact Resistant:Yes 1,12/31.
Design Pressure: +76.0/-76.0 `-' ' ructions
Other: Evaluated for use in locations adhering to the Florida FL4904_�7_1FLOi2 pdf" — --�
' 3 Building Code including the High Velocity Hurricane Zone, and �' _1on:&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 3'-0" x 6'-8" max FL4904 R7 AE 504A.pdf
nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes
=T. hurricane protective system is NOT required. See DWG-MA-
*p,- FLO128-05 for details.
- 4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Door
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C_CAC NI006110.02.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +70.0/-70.0 Installation Instructions
.,' Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0129.odf
Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
mss" Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 3'-0"x 8'-0" max FL4904_R7 AE_503A.pdf
nominal size.When large missile impact resistance is required, Created by Independent Third Party: Yes
hurricane protective system is NOT required. See DWG-MA-
FL0129-05 for details.
4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.0l.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +55.0/-55.0 Installation Instructions
k�. Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0128.odf
Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
y Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0"x 6'-8" FL4904 R7 AE 502A.pdf
max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes
required, hurricane protective system is NOT required on
opaque panels, but is required on glazed panels. See DWG-MA-
FL0128-05.
4904.4 Wood-edge Steel Side-Hinged Door 8'-0" Opaque I/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904_R7 C CAC NI006110.02.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
_ Design Pressure: +45.0/-50.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0129.1)df
Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
M1 where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
r Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0"x 8'-0" FL4904 R7 AE_501A.pdf
max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes
LO
a i "ip 149'MAX. OVERALL FRAME WIDTH ¢ 00
21" MAX36.375" MAX. cpp
SIDE-HING OOD-EDGE STEEL DOOR UNIT -o.LMA- PANEL WIDTH 37.5" MAX. ¢ p
Z J
6'-8"DOUBLE DO H/WITHOUT LITES WIASTRAGAL FRAME WIDTH 02p
Z �O
GENERAL NOTE S ® ® ® ® W Q 0_
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Z 0
THE FLORIDA BUILDING CODE AND WHERE PRESSURE 3
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM W Ln=
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. "^ o F' LT)U
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. N O
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON c/) (n
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDEUTES. O
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN = - -!
ACCORDANCE WITH SECTION 2220 OF THE FBC. i7 O
01 8 u 0 x
� S W
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING OF LITE FRAME MATERIAL: 4,o
TEST DESCRIPTION DESIGNATION RESULT
SELF ON
ON TEMP ASTM D1929 740'F > 650'F &o Q z
RATE OF BURNING ASTM D635 0.77 IN MIN Q�• i-'
0 1
SMOKE DENSITY ASTM D2843 13.4% 25 n w
TENSILE STRENGTH- ASTM D638 7.50% DIFF
' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING g bo
4500 HOURS XENON ARC METHOD 1 o
DOUBLE DOOR UNIT W/SIDELITES a a
AddeW aloNAMI w En(4 t
cn
CedifcatialND.: o a-'y x
Reviewed By. z -
Date R /.= o . z
U Ir�
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® ® ® ® 1313 ® ® ® ® 1113 ® ® ® ® V 0On.� Z
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DOUBLE
OR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT ,SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W SIDELITES
WITH SIDE LITEWITH SIDELRE H-�-Hd�
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DAA 7/11/05
TABLE OF CONTENTS -MAX WIDTH INSWING 1 11 INSWING OUTSWING 1/�.L /�,�i/ SCALE: N.T.S.
SHEET DESCRIPTION Xi` 37.5 +76.0 -76.0 C+76'0®t76?01�.+19.0 -19.0 +55.0 -55.0 4 f o- 7
74 +55.0 -55.0 `- +19.0 -19.0 +55.0 -55.0 DWG.BY: $WS
1 TYPICAL ELEVATIONS & GENERAL NOTES OX or XO 75 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0
2 ANCHORING LOCATIONS & DETAILS CNK.BY.
3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 KURT BALTHAZOR DRAWING ND.:
OXXO 149 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 FLORIDA P.E.
56533 OWG-MA-FL0128-65
SHEET 1 OF_11_
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ASTRAGAL RETAINER BOLT HOLE v a(n v� z
#10 x 2"" 8 x 2-112" MUST BE DRILLED THROUGH ow U)
//8 x 2-1/2"" # / THE THRESHOLD & INTO THE
10 x 518"
STRUCTURE DEEP ENOUGH o�<=
FOR A 1.375" THROW
10 x 5/8" o w
0 #10 x 3/4" DETAIL "F" ASTRAGAL
#10 x 2" DETAIL ""E"" ASTRAGAL rn-N�
IG(1/8"TEMP.G1A55)
FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/OPTIONAL DECORATIVE INSERT
DETAIL "D" STRIKE PLATE TO FRAME ALUM,STEEL OR BUM SPACER
DETAIL '"C" ffE
AS SHOWN. r/2"B#6 w o U m Z
TYPICAL B6 X 1-1/2'PHS
AddeldlmtoNAM Dare 7/11/05
0.962"I Cgtkalbn No�a-` <F-` �F .:s,ti,. � N.T.S.
1.375 T�a Daie Red ey.
�•yA..1': DWG.BY:
SINS
Date Re ,�,� Dow 99 tcyrraM1r CHX.BY.
DRAWNG NO.;
INSWING THRESHOLD OUTSWING THRESHOLDPICAL GLAZING DOL DWG-MA-FL0128-05
SHEET 2 or 3
SEE DETAIL . 6" — 6" CL: Lo
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ATTACHMENT DETAIL N m
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, Z r
SIGNED AND SEALED BY LUIS R. LOMAS, PE o U
(FLORIDA #62514) WITH THE LOWEST (LEAST) a w
FASTENER RATING FROM THE DIFFERENT FASTENERS gww3
BEING CONSIDERED FOR USE. JAMB, HEAD, AND ¢¢ccw
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE L)OL(n z
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL �oo� g
HARDWARE SCHEDULE —¢o w w n
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR o z W
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND a�a= w
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE AT 5-1/2" CENTERLINE. o om mSERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO o w
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES O c� 1
CORRUGATED FASTENERS LOCATED 3" FROM EACH END �a
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
1.50" 1.25"
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN —MAX MIN t _025" Z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM " SHIM DATE: 7/tt/o5
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVEI _ _I _ AddedmWNAN1 SCALE: N.T.S.
MINIMUM EMBEDMENT OF 1-1/4 . cLY CL
'ir :Ja} Cert ficatlal ND.: ni i ao r. a-' y DWG.er: SWS
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO RevewedBy
Da a Aewewea
TRANSFER LOADS TO STRUCTURE. — 'oL'=J CIff o vnNc«o.:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-FLO128-05
ANCHOR INSTALLATION ANCHOR INSTALLATION
SHEET 3 DF 3