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.c Prorluc[.`.nproval Mem:>Product or Application Search>Application Js >Application De all
FL# L13494-R
Application Type Revision
Code Version 2017
Application Status Validated
Comments
Archived ?....
Product Manufacturer ProVia Door,In .
Address/Phone/Email 2150 State Rou a 39
Sugarcreek,01-144681
(330)852-1774
dean.martin@pj oviaproducts.com
i
Authorized Signature Chris Nolt
ichristopher.nolt proviadoor.com
Technical Representative DEAN MARTIN
Address/Phone/Email 2150 STATER D 39 WEST
SUGARCREEK,i H 44681
(330)852-471
Dean.Martin@p ovia.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exter or Door Assemblies
Compliance Method Evaluation Rep rt from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation eport-Hardcopy Received
Florida Engineer or Architect Name who developed Luis Roberto Lomas
the Evaluation Report
Florida License PE-62154
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Steven M.Uric i,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL13494 R6 OI FLCOLpdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2005
ASTM E330 2002
Equivalence of Product Standards
Certified By
Sections from the Code
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2 �
Florida Building Code Online Page 2 of 3
.J .J J J J J
Product Approval Method Method 1 Option
Date Submitted 03/18/2018
Date Validated 01/22/2018
Summa try of Products
FL# Model,Number or Name Descr ption
13494.1 20GA STEEL ENTRY DOOR 20GA LAZED STEEL ENTRY DOOR IS/OS SINGLE
(GLAZED)
i
Limits of Use Instal ation Instructions
Approved for use in Will No F-L134 4 R6 it 08-01116B.ndf
Approved for use outside HVHZ:Yes Verifi d By: Luis Roberto Lomas 62514
Impact Resistant:No Creat d by Independent Third Party:Yes
Design Pressure:+80/-80 Evalu tion Reports
Other: FL'13 94 R6 AE 511679C.1'Ldf
Creat d by Independent Third Party:Yes
13494.2 20GA STEEL ENTRY DOOR 20GA 3TEEL ENTRY DOOR 1S/OS
(OPAQUE)
Limits of Use Insta lation Instructions
Approved for use in HVHZ:No fLjj 94 R6 II 08-00905A.pdf
Approved for use outside HVHZ:Yes Verified By:Luis R.Lomas 62514
Impact Resistant:Yes Creat ad by Independent Third Party:Yes
Design Pressure: +51/-51 Evalu 3tion Reports
Other:REFER TO INSTALLATION INSTRUCTIONS FOR ELI 1 94 R6 AE 511456C.odf
APPROVED CONFIGURATIONS. Creat ad by Independent Third Party:Yes
i
13494.3 20GA STEEL ENTRY DOOR 20GA TEEL ENTRY DOOR IS/OS W/AND W/OUT SIDELITES
(OPAQUE)
i
Limits of Use Insta lation Instructions
Approved for use in HVHZ:No FL13 94 R6 11 08-009505.)df
Approved for use outside HVHZ:Yes Verifi d By: Luis R.Lomas 62514
Impact Resistant:Yes Crea ed by Independent Third Party:Yes
Design Pressure: +45/-51 F-val ation Reports
Other:REFER TO INSTALLATION INSTRUCTIONS FOR FL13 94 R6 AE 511506D.odf
APPROVED CONFIGURATIONS. Creaed by Independent Third Party:Yes
13494.4 PREMIUM FIBERGLASS DOOR PREM UM GLAZED FIBERGLASS DOOR IS/OS SINGLE
(GLAZED)
Limits of Use Inst (lation Instructions
Approved for use in HVHZ:No FI-13 94 R6 II 08-01098B.fid
Approved for use outside HVHZ:Yes Verif ed By: Luis Roberto Lomas 625.14
Impact Resistant:No Crea ed by Independent Third Party:Yes
Design Pressure:+85/-85 Evalt ation Reports
Other: 1`63 94 R6 AE 51165 C. df
Crea ed by Independent Third Party:Yes
13494.5 PREMIUM FIBERGLASS DOOR PREM UM FIBERGLASS DOOR IS/OS W/AND W/OUT
(OPAQUE) SIDE ITES
Limits of Use Inst (lation Instructions
Approved for use in HVHZ:No FL1-494 R6 li 08-00904A.odf
Approved for use outside HVHZ:Yes Veri ed By: Luis R.Lomas 62514
Impact Resistant:Yes Crea ed by Independent Third Party:Yes
Design Pressure:+45/-51 Eval ation Reports
Other:REFER TO INSTALLATION INSTRUCTIONS FOR FL1 494 R6 AE 511455C.Dtlf
APPROVED CONFIGURATIONS. Crez ted by Independent Third Party:Yes
Oad< Next
Contact Us::2601 Blair Stone Road Tallaha se Ft.32399 Phone:850-487=1824
The State of Florida is an AA/EEO employer.Cooyrloht 2007-2013 State of Floridiclick
rivacy statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-mdress released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional myou have any questions,please contact 850.487.1395. Pursuant to
Section 455.275(1),Florida Statutes,effective October I,2012,licensees licensed unapter 455,F.S.must provide the Department with an email address If
they have one.The emails provided may be used for official communication with the Ifee.However email addresses�are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which e made available to the public.To determine if you are a licensee under
Chaplet 455,F.S.,pleahere.
Product Approval ts:
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Florida Building Code Online Page 3 of 3
Credit Card
J JJ., Siff' J J
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httn://www.floridabuildinL.orQ/ur/or amo dtl.aSDX?uaj-,qun=wG-VXQwtDquQVxvdMPwX... 1/23/2018
L. RobeiV Lomas P.E. � Ent neering Evaluat�n Report J
1432 Woodford Rd.
Lewisville,NC 27023 Report No.: 511506D
336-945-9695
Manufacturer: Provia Door,Inc.
2150 State Route 39 West
Sugarcreek,01-144681
Product Line: 20GA.Steel Door IS/OS W/and W/out Sidelites
Compliance:
The above mentioned product has been evaluated for compliance with the r quirements of'the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d).The product listed
herein complies with requirements of the current Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-00950,revision B,titled 20GA.Steel Door IS/OS W/and W/out Sidelites,
prepared,signed and sealed by Luis Roberto Lomas P.E:
2. Test Report No.:NCTL 110-12522-1 signed by Robert H.Zeiders,P.E.
National Certified Testing Laboratories,York,PA.
ASTM E330 Design pressure: +51.0/-55.Opsf
3. Test Report No.:NCTL 110-12522-2 signed by Robert H.Zeiders,P.E.
National Certified Testing Laboratories,York, PA.
ASTM El 886/El 996 Large Missile Impact,Level D,Wind Zone 4(Asti agal impacted with a#2SYP,92"long and
9lbs missile at 50fts)
ASTM El 866/El 996 Cyclic Load Test,±51.Opsf design pressure
4. Test Report No.:NCTL 110-12523-1 signed by Robert H.Zeiders,P.E.
National Certified Testing,Laboratories,York,PA.
'ASTM E330 Design pressure: +45.01-51.Opsf
5. ;Test Report No.:NCTL 110.-12523-2 signed by Robert H.Zeiders, P.E.
i National.Certified Testing Laboratories,York,PA.
ASTM E1886/El 996 Large Missile Impact,Level D,Wind Zone 4.(Mullion and astragal impacted with a
42SYP,92"long and 9lbs missile at 50fts)
ASTM El 886/El 996 Cyclic Load Test,±51.Opsf design pressure
6. Test Report No.:NCTL 110-11320-1;single door w(Trilennium hardwa signed by Robert H.Zeiders,P.E.
National Certified Testing Laboratories,York, PA.
ASTM E330 Design pressure: ±116.6psf
7. Test Report No.:NCTL 110-12802-1,single door w/Trilennium hardwa a signed by Robert H.Zeiders,P.E.
National Certified Testing Laboratories,York,PA.
ASTM El 886/E1996 Large Missile Impact,Level D,Wind Z ne 4
ASTM E1886/E1996 Cyclic Load Test,±60.Opsf design pres ure
8. Test Report No.:3172703MID-011,signed by Kent Kelsey
Intertek Testing Services NA Inc.,Middleton,WI
NFPA 252&UL 10C. ,
Steel skin door with polyurethane foam core complies with NFPA 52-03 and UL 1 OC-98 Positive Pressure Fire
Test of Door Assemblies for a 90 minute rating with hose stream.
9. Anchor calculations,report number 511506-1,prepared,signed ands aled by Luis Roberto Lomas P.E.
•N. ;�1,9/moi
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1 of 2 Luis R.Lomas,P.E.
FL No.:62514
01/18/2018
J ,
L. Roberto Lomas P.E. J Erggineering Evaluatg'on Report
1432 Woodford Rd.
Lewisville,NC 27023 Report No.: 511506D
336-945-9695
Limitations and Conditions of use:
Maximum design pressure: +45.0/-51.0psf
• This system was not tested for water infiltration and is to be installed onl where the water requirement is not
needed.
• Approved configurations: OXXO,XX,OXO,OX,XO,X(Inswing a d Outswing).
• Maximum door panel size:. 35 3/4"x 95"
• Maximum Sidelite size: 21 3/8"x 97 M"
• Sidelites must be glazed per ASTM E1300-04/09,according to glazing c etails in approval drawing.
• This product is not rated to be used in the HVHZ.
• This product is impact resistant and.does not require impact protection i i wind borne debris regions..
. Door panel material to be 20GA steel.
• Approved lock hardware:
o Schlage F-Series door knob with Schlage B-Series deadbolt.
o Emtek Residential Grade door hardware assembly.
o Trilennium Multi-Point lock handle assembly.
Installation:
Units must be installed in accordance with manufacturer's installation instru tions and approval document 08-00950,
revision B.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(b)for which this report is being issued.Also,I don't have nor will ac juire a financial interest in any other entity
involved in the approval process of the listed product(s).
i
v,•ti��E N s fi'9(P
o
TATE OFAL
���Il.11lll.l\\
2 of 2 Luis R.Lomas,P.E.
FL No_:62514
01/18/2018
REVISIONS1 1 - 120 1/4" MAX. O.A. FRAME WIDTH
SIDELITE 21 3/6" MAX. -- - REV OESCRiPTiO�: DATE AP ROVED
74" MAX. DOOR FRAME WIDTH
D.L.O. SIDELITE WIDTH A REVISED HARDWARE 11./01/10 R.L.
DOOR PANEL
WIDTH 35 3/4" MAX. 8 'ADDED MULLION DETAIL 04/24/12 R.L.
�
WIDTH
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF FLORIDA BUILDING CODE. i6
/ \ 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE. WOOD FRAMING AND MASONRY
/ \ OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN
WIND BORNE DEBRIS REGIONS.
4) UNITS MUST BE GLAZED WITH IGU LAMINATED IMPACT GLASS PER ASTM E1300.
/ \ SEE SHEET 9 FOR GLAZING DETAILS:
S) "ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE
95" MAX. PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1,6 WAS USED FOR
DOOR PANEL WOOD ANCHOR CALCULATIONS.
94" HEIGHT
SIDELITE 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.
D.L.O. 97 1/2" SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM
HEIGHT j MAX STACK TO BE 1/4".
O 5 1 2' O.A. 7) FOR ANCHORING INTO 2X BUCK OR WOOD FRAMING USE #8 WOOD SCR$.W OF
\ - FRAME SUFFICIENT LENGTH TO ACHIEVE A 1 3/16" MINIMUM EMBEDMENT INTO
HEIGHT SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ANCHORING LAYOUT AND
INSTALLATION DETAILS.
8) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" ITW TAPCON OF
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE
37 1/4 WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN
FROM DOOR ANCHORING LAYOUT AND INSTALLATION DETAILS.
BOTTOM 9) ALL FASTENERS TO BE CORROSION RESISTANT.
10) INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON
SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:
FIXED INACTIVE ACTIVE FIXED A. WOOD - G=0.42 MINIMUM SPECIFIC GRAVITY
B. CONCRETE - 3,000PSI MINIMUM COMPRESSIVE STRENGTH.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR
20GA.STEEL DOUBLE DOOR W/SIDELITES 1 1) FRAME A7ATERIAL: WOOD WITH G .46 MINIMUM SPECIFIC GRAVITY.
EXTERIOR VIEW 12) DOOR PANEL MATERIAL: 20GA. STEEL SKIN WITH .054" STEEL TOP AND STTOM
RAILS.
_...Q@&MffPMSURE RA TIIMPACT RATING 13) UNITS MAY BE INSTALLED WITH EITHER SCHLAGE F-SERIES DOOR KNOB AND
+45.01-51.OPSF B-SERIES OR F-SERIES DEADBOLT OR EMTEK RESIDENTIAL GRADE DOOR HANDLE
RGEANOSMACL ASSEMBLY OR MULTI-POINT LOCK HANDLE ASSEMBLY BY TRILENNIUM, SEE
THISSYS MISSILE IMPACT HARDWARE SCHEDULE SHEET 2 FOR APPROVED HARDWARE.
INFILTRATION AND IS TO BE INSTALLED ONLY
WHERE THE WATER REQUIREMENT IS NOT NEEDED
SIGNED:0412412012
FOR ADDITIONAL APPROVED CONFIGURATIONS SEE SHEET 3.
PROVIA DOOR, INC
TABLE OF CONTENTS 21 0STA E ROUTE 9 WEST `�wJ���GENS�
SHEET NO. DESCRIPTION
1 INSWING ELEVATION AND NOTES 20GA. STEEL DOOR IS/OS *• o 1
2 OUTSWING ELEVATION AND HARDWARE INSWINGW/ AND W/OUT SIDELITES v
ELEVATION AND NOTES ;:-A-. STATE OF
3 ADDITIONAL CONFIGURATIONS AND GLAZING DETAILS oRawrr: owc no. REV
�i�oc�ORIOQ;•G����
5 h 8 INSTALLLA7ON�DEETAI S SCALE NTS DATE 02/15/10 08 s009100F 8 8 ',/,s/ON1 �111 ?\\\\
REVISIONS
REV_ _ DESCRIPTION DATC n-PROVED
120 1/4" MAX, O.A. FRAME WIDTH -
A REVISED HARDWARE it/0t/10 R.L.
Si
L 1/2 21 3/8" MAX. - B ADDED MULLION DETAIL 04/24/12 R.L.
SDELITE
D.L.O. WIDTH SIDELITE WIDTH
74" MAX. DOOR FRAME WIDTH
35 3/4" MAX. `
— DOOR PANEL
/ \ 95" MAX.
DOOR PANEL ACTIVE FIXED FIXED ACTfV
94 HEIGHT
SIDELITE t��INGL'E SINGLE W/SIDELITE SINGLE W/SIDELITE
D.L.0. 97 1/2 EXTERIOR VIEW EXTERIOR VIEW
HEIGHT MAX.
I 5 1/2" O.A.
FRAME \
\ i • / HEIGHT
\ /
37 1/4`
FROM
DOOR
0 0
FIXED INACTIVE ACTIVE FIXED ° o
20GA.STEEL OUTSWING DOUBLE DOOR W/SIDELITES
EXTERIOR VIEW LFIXED ACTIVE FIXED INACTIVE\ ACTIVE
DESIGN PRESSURE RATING IMPACTRATING SINGLEW/SIDELITES DOUBLE
+45.01-51.OPSF EXTERIOR VIEW EXTERIOR VIEW
TH15SYSTEM WASNOTTESTEDFOAWATER LARGEAND MPACLL PROVIA DOOR; PNCINFILTRAv\\,\RIILscP
WHERE THETWATER REOUREMENTISNOT NEEDED
MlSSlLEIMPACT 21SUGARCREEK,UGH 4-4681 ST '���ION AND IS TO BE INSTALLED ONLY \`J\�GEN Fq ',-
FOR ADDITIONAL APPROVED CONFIGURATIONS,SEE SHEET 3. 20GA. STEEL DOOR IS/OS *• MF
NOTE: W/ AND W/OUT SIDELITES APPROVED CONFIGURATIONS MAY BE INSWING OUTSWING ELEVATION & APPROVED CONFIGURATIONS �q0,
OR OUTS RIGHT HAND ACTIVE OR LEFT �o p •���
HAND ACTIVE. LDRAM;
TJH ovc NO. OS-00950 RB JS 0Rl C�NTS DATE 02/15/10 SHEET OF 8 / EV\\\
CORRUGATED FASTENER REVISIONS
LAMINATED LUMBER 12" O.C. (2) ROWS __ _ _ _ REY CESCRiPTION DALE APPROVED
STAGGERED A REVISED HARDWARE 11/01/10 R.L.
INTERIOR B ADDED MULLION DETAIL 04/24/12 R.L.
7M�� 1 1/4•'
37/64"
L ? —
4 13/16"
INSWING DOORSILL DETAIL
#8 WOOD SCREW
EXTERIOR / SPACED 12" O.C.
STAGGERED
CORRUGATED FASTENER
12" O.C. (2) ROWS 5 51/64"
STAGGERED
#8 tVOOD SCREW WOOD
SPACED 12" O.C. TRIM
STAGGERED
1 3/8"
MULLION DETAIL 11/32"_j
OUTSWING DOOR SILL DETAIL
HARDWARE SCHEDULE 16
A. F—SERIES LOCK ASSEBLY DOOR KNOB BY SCHLAGE.
B. B—SERIES DEADBOLT ASSEMBLY BY SCHLAGE.
C. F—SERIES DEADBOLT ASSEMBLY BY SCHLAGE.
RESI N L
1 3/16" O.A. 1 3/16" O.A. E. MULTI—POINT LOCK HANDLE ASSEMBLY BY TRILENNIUM (ALTERNATE).
1/8" ANN 1/8" TEMP-- -1/8" ANN F, INSWING HURRICANE ASTRAGAL BY ENDURA.
.090" SAFLEX PVB BY SOLUTIA .090" SAFLEX PVB BY SOLUTIA G. OUTSWING HURRICANE ASTRAGAL BY ENDURA.
1/8" TEMP I 1/8" ANN 1/8" TEMP 1/8" ANN H. (3) 4" x 4" BALL BEARING HINGES BY PENROD.
r 1. (3) 4" x 4" SPRING BOMMER HINGES BY PENROD.
EXTERIOR I INTERIOR EXTERIOR INTERIOR 16
3/4" x 3/4" �
WOOD GLASS STOP 3/4" x 3/4"
NC
FOAM GLAZINGAPE I WOOD GLASS STOP 2PROO TAAE DOORROUTE39 IwEST ```��\5 R11Lto ���i/
1 FOAM GLAZING t SUGARCREEK, OH 44681 r•'\GEN'qTAPE 7-
20GA. STEEL DOOR IS/OS it0,SQ51
1 W AND W OUT SIDELITES
5/86i GLASS 5/8" GLASS J HARDWARE/GLAZING AND MULLION DETAILS �� TATE OF -4
SITE '0. A P ..1
SILICONE GLAZING DRAWN: DNC NO. REV AZINGi�s LOI�tO.G\\�
GLAZING DETAIL COMPOUND, DON! 995 GLAZING DETAIL SILICONCOMPOUND`DOW 995 TJH cn[ oAie 08 500950 B � N�\\�
NTS 02/15/10 3 OF 6
L
- - - - - -- -- - - -
REY15.'pN5 '
' REV DESCRIPTION DATE APPROvED
1 3/16" MIN. - 1 3/16" MIN. A REVISED HARDWARE 11/01/10 R.L.
2X BUCK/WOOD EMBEDMENT _ EMBEDMENT
FRAMING BY OTHERS, j + B ADDED MULLION DETAIL 04/24./12 R.L.
2X BUCK TO BE 2X BUCK/WOOD I
PROPERLY SECURED TFRAMING BY OTHERS; 1./4" MAX.
2X BUCK TO BE 1 3/T6" MIN. SHIM INTERIOR
1/4" MAX. PROPERLY SECURED / i/4" MAX. EMBEDMENT
J
APPROVED SEALANT �F'��,��"��� SHIM APPROVED SEALANT SHIM,
BY OTHERS BY OTHERS
#B WOOD 18WOOD
SCREW SCREW #8 WOOD i
SCREW Ii
EXTERIOR INTERIOR EXTERIOR INTERIOR ` III EXTERIOR
2X DUCK/WOOD
li APPROVED FRAMING BY OTHERS,
i SEALANT 2X BUCK TO BE
BY OTHERS PROPERLY SECURED
#8 SCREW HORIZONTAL CROSS SECTION i6
I8 WOOD INSWING DOOR
SCREW
2X BUCK/W000 FRAMING INSTALLATION
APPROVED SEALANT
BY OTHERS �� b IAMB \\\
I \ PANEL
i
�\ f(8 x 5/8"
! � 1 3/16" MIN. `% 1 3/16 MIN. SCREI"! I
EMBEDMENT EMBEDMENT
6 i #8 x 2 1/2" ! - #8 x 5/8"
2x BUCK/WOOD I VERTICAL CROSS SECTION SCREW I scREav
lER=AL-Q
ST_ION !
2x BUCK TO BE INSWING DOOR SWINGSICJEtlFEIf
PROPERLY SECURED 2XBUCKIWOOD FRAMING INSTALLATION 2X BUCKANOOD FRAMING INSTALLATION SCREW `
1 3/16" MIN. 1/4" MAX. #8 x 2 1/2"
EMBEDMENT I- SHIM SCREW
INTERIOR
HINGE INSTALLATION DETAIL
2X BUCKIWOOD FRAMING INSTALLATION
'8 WOOD
SCREW
EXTERIOR PROVIA DOOR, INC
V 2150 STATE ROUTE 39 WEST \v�\S;GE�S2/9���'
2X BUCK/WOOD SUGARCREEK, OH 44681 F
APPROVED. FRAMING BY OTHERS, 20GA. STEEL DOOR IS/OS = k• 0 1
2X BUCK TO BE 1
SEALANT PROPERLY SECURED W/ AND W/OUT SIDELITES _ (�', �=
BY OTHERS INSWING INSTALLATION DETAILS F `
HORIZONTAL CROSS SECTION DRAWN: DNC N0. REV %�'PFs °CORIQA GC's
INSWING SIDELITE TJH 08-00950 B �� ONA�tE�\\��
2XBUCK/WOODFRAMING INSTALLATION SCALE NTS DATE 02%15/10 5 OF 8
t
2 5/8" MIN. _ 2 5/8" MIN REVISIONS
EDGE DIST, - r I r EDGE DIST.
EV OE$CRIPTIO
R N DATE APPROVED
1 C' A REVISED HARDWARE 11/01/10 R.L. ---
MASONRY/
--MASONRY/ d d MASONRY/ .p p 1 1/4" MIN. 8 ADDED MULLION DETaL Oa 2a 12 R.L.
d 1 1/4" MIN• CONCRETE
CONCRETE �c a d EMBEDMENT / /
BY OTHERS d. � p I ENBEDMCniT BY OTHERS ail
1 i^
_r 1 1/4" MIN. `
/I I 1X BUCK BY I I EM EDMENT
1X BUCK BY OTHERS,J OTHERS, 1X �- _ t/4" MAX.
1X BUCK TO BE —�- BUCK TO BE SHIM
PROPERLY SECURED 1/4 MAX' j PROPERLY 1/4" MAX., da
;,I SHIM SECURED SHIM 1X BUCK BY OTHERS, INTERIOR
APPROVED SEALANT IX BUCK TO BE
BY OTHERS APPROVED SEALANT PROPERLY SECURED
- BY OTHERS
3/16" ITW 3/16" ITW 3/16" ITV
TAPCON TAPCON EXTERIOR INTERIOR TAPCON d
EXTERIOR INTERIOR EXTERIOR
-� ntmntmlu m
3/16" ITW 4
TAPCON 2 5/8" MIN• d lM—SEALANT
APPROVED
EDGE DIST.
' 3/16" ITW BY OTHERS
TAPCON
APPROVED SEALANT ��—
BY OTHERS I HORIZONTAL CROSS SECTION INSWING SIDELITE
MASONRY/CONCRETE INSTALLATION
I d 1 1/4 MIN. >-
d '� d EMBEDMENT JAMB,
Q a 1 1-/4" MIN, - PANEL
a r EMBEDMENT 2 5/8" MIN, NB x 5/8"
EDGE DIST, r SCREW
2 5/8" 3/t 6"MIN. VERTICAL CROSS SECTION INSWING SIDELITE ITW o- 118 x 5/8"
- DIST.
T NSTALLATION TAPCON SCRZW
VERTICAL CROSS SECTION INSWING DOOR I 1 1/4" MIN. EMBEDMENT
I,fASONRY/CONCRETE INSTALLATION 118 x 5/8" 1
1/4" MAX. SHIM SCREW d
Q INTERIOR
a _
3/16" ITW
TAPCON
HINGE INSTALLATION DETAIL
3/16; ITW MASONRY/CONCRETEINSTALLATION
TAPCON d
EXTERIOR PROVIA DOOR, INC ���IIUII;rIu�/
hlmt Mt4htl 2150 STATE ROUTE 39 WEST \\����S R• L p�/ij��'
1X BUCK BY OTHERS, SU.GARCREEK, OH 44681 v •��GE �.9J+i�
lX BUCK TO BE
PROPERLY SECURED 20GA. STEEL DOOR IS/OS D 51
2 MIN. d W AND W OUT SIDELITES
EDGGEE DIST. APPROVED SEALINSWING INSTALLATION DETAILS �� TATE OF
ANT
BY OTHERS �D�. AL✓�
TJHDRAINN: ovc No. IV
08-00950 RB /FSS+��ORIDaG\�'��
HORIZONTAL CROSS SECTION INSWING DOOR SCALE DATE IHen. j1111��
MASONRY/CONCRETEINSTALLATION NTS 02/15/10 6 OF 8
46
I
/ - REV,SiO4S- _ _ REV DESCki"ON WE APPROVED
1 3/16" MIN. 1 3/16" MIN, A REVISED HARDWARE 11/01/10 R.L.
FRAMING BY OTHERS. 04/24/12
- - - -
2X BUCK/WOOD EMBEDMENT EMBEDMENT
B ADDED MULLION DETAIL 0424/12 R.L.� /
2X BUCK TO BE - 2X BUCK/WOODI
PROPERLY SECURED FRAMING BY OTHERS, �-1- 1 3/16" MIN. 1/4" MAX.
2X BUCK TO BE EMBEDMENT SHIM
1/4" MAX. PROPERLY SECURED i/4" MAX.
APPROVED SEALANTF77 SHIM SHIM
BY OTHERS APPROVED SEALANT
�. BY OTHERS
.8 1v000 #8 WOOD
SCREW SCREW
I� rya WOOD j INTERIOR
EXTERIOR INTSCREW
ERIOR EXTERIOR INTERIOR -- -- lk,
2X BUCK/WOODFRAMING BY OTHERS,
2X BUCK TO BE
? PROPERLY SECURED \il;..:. ..
`' $8 WOOD EXTERIOR
APPROVED SEALANT
SCREW
y8 WOOD BY OTHERS HORIZONTAL CROSS SECTION
'. j . SCREW
APPROVED APPROVED OUTSWING DOOR
SEALANTSEALANT 2X SUCKIWOOD FRAMING INSTALLATION
BY OTHERS BY OTHERS •
JAMB
fj 1 3/16" MIN. PANEL
1 3/1'6" MIN, $ EMBEDMENT j 8 x 5/8"
EMBEDMENT SCREW
VERTICAL CROSS SECTION I ;18 x 2 1/2" ,h8 x X5/8
(M&S-SECTION OUTSWING SIDELITE SCREW SCREW
FRAMING BY OTHERS. OUTSWING DOOR XBUC1bW008'FRAMtNCr1NS AL-L-riT-IB
2X BUCK TO BE 2X BUCKIWOOD FRAMING INSTALLATION !I8 x 5 8
PROPERLY SECURED
SCREW 0
1 3/16" MIN. L 1/4" MAX.
EMBEDMENT I SHIM
#8 x 2 1/2"
SCREW
I
HINGE INSTALLATION.DETAIL
2X BUCK/WOOD FRAMING INSTALLATION
as
/;8 WOOD � INTERIOR
SCREW PROVIA DOOR, INC0%Blit
�
2150 STATE ROUTE 39 WEST `�OJ�S R' 0zz���
2X BUCK/WOOD SUGARCREEK, OH 44581 `�, •��CENS J,i�
FRAMING BY OTHERS, 20GA. STEEL DOOR IS/OS a 51 1*Ei
2X BUCK TO BE EXTERIOR W/ AND W/OUT SIDELITES — —_
PROPERLY SECURED �-LS� TAT OF cc
OUTSWING OUTSWING INSTALLATION DETAILS �4 t
APPROVED SEALANT HORIZONTAL CROSS SECTION DRAWN: DWC N0, REV '`F•'�fOR1aP••�a��
BY OTHERS 2XBUCK/WOODfRINI�NSTALLATlON scAc NTS wA1E 02/15/10 08.SOp9�60F 8 B ,�j/sS�OA"��G�\\
2 5/8" MIN. REVISIONS
2 5/8" MIN. EDGE DIST.
/ � REV OESCRIPT;OY pnTE APPROVE
'EDGE DIST, a
lIASCiJRY/ MASONRY/ 1 1/.4" MIN, A REVISED HARDWARE 77/07/10 R.L.
ONCRETE a a CONCRETE L EMBEDMENT B ADDED MULLION DETAIL 04/24/12 R.L.
BY 07HERS a 4 a 1 1/4" MIN. BY OTHERS p
EMBEDMENT -r 1 1/4" MIN.
i 1X BUCK BY _� EMBEDMENT
OTHERS, 1X 1X BUCK BY OTHERS,
1X BUCK BY OTHERS, 1/4'
1X BUCK TO BE � BUCK TO 8E "MAX. 1X BUCK
PROPERLY SECURED PROPERLYSHIMSHIM J d PROPERLY TSECURED
1/4" MAX,
APPROVED SEALANT SHIM 3/16" IT'N
APPROVED SEALANT p 4
BY OTHERSTAPCON
I I ' BY OTHERS 3/16" ITvd I I
3/16" ITW TAPCON ............ m,�u�itm INTERIOR
TAPCON EXTERIOR INTERIOR
EXTERIOR INTERIOR
MIN.
3/16" ITW EDGE DIST. 4
I
' TAPCON EXTERIOR
3/16" ITW
TAPCON APPROVED SEALANT
BY OTHERS
APPROVED
� —T HORIZONTAL CROSS SECTION OUTSWING SIDELITE
SEALANT 4
BY OTHERS V` I I 4 1 7/4 MIN. MASONRY/CONCRETE INSTALLATION
! p a p EMBEDMENT L
9 JAMB
4 1 1/4" MIN,
4 w ,
p p EMBEDMENT I 2 5/8•• MIN, PANEL
? I^ EDGE DIST. -1 #8 SCREW
VERTICAL CROSS SECTION OLITSWING SIDELITE
2 5 8" MIN. O RY/CONCRETEINSTALLATION 3 16" ITV! #8 x 5/8
EDGE DIST. /
VERTICAL CROSS SECTION 1 1/4" MIN. EMBEDMENT
07
OUTSWING DOOR _ 1/4•' MAX.
MASONRY/CONCRETE INSTALLATION 4p I I� SHIM 1X BUCK BY OTHERS, #8SCREW
I BUCK TO BE
PROPERLY SECURED
RTr 3/16' ITW 3/16" ITW
TAPCON TAPCON `
�dl HINGE INSTALLATION DETAIL
a INTERIOR MASONRY/CONCRETE INSTALLATION
4
PROVIA DOOR, INC �ttutlrlllriii
2150 STATE ROUTE 39 WEST \����$ R. C p�/ij��
2 5/8" MIN. SUGARCREEK, OH 44681 .%oENSF;gJ+��`
EDGE DIST.
4 20GA. STEEL DOOR IS/OS *•4TIAT
51 k
W/ AND W/OUT SIDELITES 'JOUTSWING INSTALLATION DETAILS `�oOF e
EXTERIOR i�t�•.F P
DRAwN: DYlC R0. REV ij��S,.CORlO
APPROVED SEALANT OTHERS 1 ORIZONTAL CROSS SECTION OUTSWING DOOR SCALE GATE TJH OS 500950 B �ii�sJONA"
MASONRY/CONCRETEINSTALLATION NTS 02/15/10 8 OF 8