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FL# FL17903 FEB ? 5 2Q1Q
Application Type New PEFi'!'AT1-iNCz
Code Version 2014 St. Lucie County, FL
Application Status Approved
Comments
Archived ice]
Product Manufacturer Steve's and Sons,Inc
Address/Phone/Email 203 Humble Ave.
San Antonio,TX 78225
(210)924-5111
jimp@stevesdoors.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative Jim Parker
Address/Phone/Email 203 Humble Ave.
San Antonio,TX 78225
(210)924-5111
jimp@stevesdoors.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
01 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 Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By Ryan]. King,P.E.
,° Validation Checklist-Hardcopy Received
Certificate of Independence FL17903 RO COI CERTIFICATE OF INDEPENDENCE.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
Sections from the Code
http://floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDquTIuhTgK2%2bdy56... 2/25/2016
Florida Building Code Online Page 2 of 4
Product Approval Method Method 1 Option D
Date Submitted 07/17/2015
Date Validated 10/27/2015
Date Pending FBC Approval 11/01/2015
Date Approved 12/15/2015
Summary of Products
FL# deal,Number or Name Description
17903.1 A.Opaque Steel Door 6'8 Single Opaque"Impact"Steel Door-Outswing (X)
Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17903 RO II INST 17903.1.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 17903.1 for Design Pressure Ratings,any FL17903 RO AE EVAL 17903.1.1)df
additional use limitations,installation Instructions and Created by Independent Third Party: Yes
product particulars.
17903.2 B.Opaque Steel Door 6'8 Double Opaque"Impact"Steel Door-Outswing (XX)
Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17903 RO II INST 17903.2.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 17903.2 for Design Pressure Ratings,any FL17903 RO AE EVAL 17903.2.pdf
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
17903.3 C.Opaque Steel Door 6'8 Opaque Single Steel Door"Non-Impact"-Inswing(X)
Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17903 RO II Inst 17903.3.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressbre: N/A Evaluation Reports
Other:See INST 17903.3 for Design Pressure Ratings,any FL17903 RO AE EVAL 17903.3.pdf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
17903.4 D. Opaque Steel Door 6'8 Opaque Single Steel Door with Sidelite"Non-Impact"-
Outswing or Inswing(OX or XO)Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: No ELL7.901 RO II Inst 17903.4.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 17903.4 for Design Pressure Ratings,any FL17903 RO AE EVALIZ903.4.13dF
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
17903.5 E.Opaque Steel Door 6'8 Opaque Single Steel Door with Sidelites"Non-Impact"-
Outswing or Inswing(OXO)Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17903 RO II Inst 17903.5.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 17903.5 for Design Pressure Ratings,any FL17903 RO AE EVAL 17903.5.odf
additional use limitations,Installation instructions and Created by Independent Third Party: Yes
product particulars.
17903.6 F.Glazed Steel Door 6'8 Glazed Single Steel Door"Non-Impact"-Outswing or
Inswing(X)Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17903 RO II INST 17903.6.0
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 17903.6 for Design Pressure Ratings,any
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquTIuhTgK2%2bdy56... 2/25/2016
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" 4. For 2x stud framing construction,anchoring of these units shall be the some as o
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ITEM DESCRIPTION MATERIAL o n
A 1X BUCK SG i=0.55 WOOD
B 2X BUCK SG>=0.55 WOOD =N T o* ' - . '
D 1/4"X 2-3/4"ELCO OR ITW PFH CONCRETE SCREW STEEL z �`iv,-
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MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI l 4.56" —{ ��►' °°�A n
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301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 $TEFL ��11 n pp���` o m -
F 1/4"X 3-3/4"TTW PFH CONCRETE.SCREW
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H 1/4"X 3-1/4"ITW PFH CONCRETE SCREW STEEL h om a4 Z
J #10 X 2-1/2'PFH WS 1.15'MIN.EMBEDMENT) STEEL
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K #9 X 2"PFH WS STEEL 4 3 2 SIDE 6 HEAD JAMBS a"� m d a
L #8 X 2-1/2"PFH WS STEEL .0
M 3116'X 3-1/4"ITW PFH CONCRETE SCREW STEEL E z
P 1/4"X 2-1/4"ITW PFH CONCRETE SCREW STEEL a
2 STRIKE JAMB-FINGER-JOINT PINE-SG>=0.42 WOOD
3 HINGE JAMB-FINGER-JOINT PINE-SG>=0.42 WOOD
4 HEAD-FINGER-JOINT PINE-SG>=0.42 WOOD z
.7 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
12 WEATHERSTRIP QEBD650 Q LON 4.63 3.9i� <CL
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18 83"X 4.0"HINGE MIN 0.098"THICK STEEL ¢ m C
21 PASSAGE LOCK-KWIKSET SERIES W C,"
22 DEADBOLT-KWIKSETSERIES 660
23 STRIKE PLATE STEEL o m
23A DEADBOLT STRIKE STEEL
24 49 X 5/8"PFH WS STEEL f a a
25 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. OUTSWING THRESHOLD }
26 #9 X 1"PFH WS STEEL m
30 LATCH&HINGE STILE&TOP RAIL-SG>=0.42 POPLAR
31 LVL LOCK BLOCK POPLAR
e 34 BOTTOM RAIL-POPLAR LVL POPLAR
39 STEEL SKIN 0.030"MIN.THICKNESS STEEL
46 DOOR PANEL FOAMED CORE . z
POLYURETHANE
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CONCRETE ANCHOR NOTES:
n 1.Concrete anchor locations at the comers may beadprstedtomaintain the min.edgedIstanceto
a modarlolnts.
2.Concrete anchor locations noted.os"MAX.ON CENTER mustbe adjusted to mahtotn.the mh. d
v' edge distance to mortarjoinis.addtioncl concrete anchors maybe requited to erme the"MAX. z
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ON CENTER"dmehsion are not exceeded. m
v 3.Concrete anchor table: F a
fi :MIN CLEARANCE MIN'CLFARANCE: p 5
s ANCHOR ANCHORMIN a
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A WOOD SCREW INSTALLA77ON NOTES: DRAWING No.: rc
1.Maintoln a min1mum 5/Bredga distance,fend dutance,a l"o.c.spacingof wood FL-17903.1m
screws to prevent the"sp6ffing of wood. a
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