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- V` FL# FL16674-R9
Application Type Revision
Code Version 2017
Application Status Validated
Comments f1VIHR`�
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936,
fbcl@field-wen.com
Authorized Signature Jason Kantola USM 0 PY
fbcl@jeld-wen.co
ILE
Technical Representative JELD`tJEN Corporate,customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
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) StandardYear
AAMA 1304 2002
ASTM E1886 2005
ASTM E1996 2006
ASTM E283 2004
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
htips://,foridabuilding,6rg/pr/pr app,dti.aspx?param=wGEVXQwtDgsHepng4%2fS6elYOSI3ShBDt%2bdElHigb%2biilJwhXcxRIMIQa/s3d¢/�3d- 113 '
3/6/2018 •Florida Building Cade Online '
- Date Submitted 02/21/2018
Date Validated 02/26/2018
Summary of Products
FL# Model,Number or Name Description i
16674.1 A Design.Pro J Smooth Pro/Studio Single(X)Impact Opaque Fiberglass Door,3'-0"x W-8"and
Fiberglass3'-0"x 8! -Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674M_C CAC_Njt 11919.01-R7.pdf
Approved for use outside HVHZ:Yes FL16674 R9 CAf__Nig11919-R7.—if
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions
FL16674_U_Il_A010851A SS 2014-09-26.pdf
Verified By:Hermes F.Norero,P.E.73778
Created by Idependent Third Party:Yes .
Evaluation Reports
' 74 R2 AE PER2750 SS 2014-09-26,pdf
Created by Independent Third Party:Yes 1
16674.2 B Design Pro J Smooth Pro Single(X)Impact Glazed Fiberglass Door,3'-0"x 6'-B"and I
Fiberglass V-0"x 8'-0",Inswing and Outswing I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16574 &2CAC_NI01191%Di-RS.pdf {'
Approved for use outside HVHZ:Yes FL16674R9 CAC_NI011918-R8.pdf {,
Impact Resistant:Yes Quality Assurance Contract Expiration Date !!
Design Pressure:+50/-50 03/30/2026
Other: Installation Instructions
FI-16674tE_9 II_AOICS52 SSS 2014-09-6ndf.
Verified By:Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes.
Evaluation Reports
FL16b74_iy'9 RE PER27 -09-26, rp if
_ Created by:Independent Third Party:Yes
16674,3 C Design Pro J Smooth Pro/Studio Double(XX)Impact Opaque Fiberglass Door,6'-0"x 6'-8"and s
Fiberglass 6-0"x 8'-6",Inswing and Outswing
Limits of Use Certification.Agency Certificate {
Approved for use in HVHZ:No FL16674 �_� CAC N1011916.01-R7.p_dJ;
Approved for use outside HVHZ:Yes FI-16674_tU_C CAC,_NI011916-R7.pdf 1
-Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+SO/-50 03/30/2026
Other: Installation Instructions
FL16674 99, A010853A SS 2014-09-26.gLff
Verified By:Hermes F.,Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
L16674_RR2 &e_,PER2752 5S 2014-09-76.pdf
Created by Independent Third Party:Yes
16674.4 w D Design Pro J Smooth Pro Double(XX)Impact Glazed Fiberglass Door,V-0"x 6"-8"a d
Fiberglass V-0"x 8'-0",Inswing and Outswing .
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ:Na FLt 4_R9_� CA C_N101.1917.01-R7,pdf
Approved for use outside HVHZ:Yes FL16674 R9 C CAC N1011917-RS.pddf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 03/30/2026 i
Other., Installation Instructions
LZ 674_R _II_A010854A SS 2014-09-26 pdf
Verified By:Hermes F.Norero,P.E.73778 +
Created by Independent Third Party:Yes
Evaluation Reports
F1,166 _U;&EPER2753 SS 2014<09-26 ndf
Created by Independent Third Party:Yes
16674.5 E Design Pro J Smooth Pro/Studio Single with side lite(s)(X,O/O,X/O,X,O)Impact Opaque
Fiberglass, Fiberglass Door,9'-0"x 6-8"and 9'-0"x V-01',Inswing and
Outswing i
Limits of Use' Certification Agency Certificate
Approved for use in HVHZ:No FI,16674R9_C CAC_NI012922:01-RB.p�f
Approved for use outside HVHZ:Yes F 1 674_R9_C_CAC_NI011922-R8.pd
Impact Resistant:Yes Quality Assurance Contract Expiration Date '
Design Pressure:N/A 0 /30/2026
' Other: Installation Instructions•
FL16674 R' 1IAQ108S5A•5S 2014-09-26.p ice. !!(
'' https://fo'ridabUitding.org/pilpr app dtl:aspx?paramn-wGEVXQ tDgsHepng4%2fS6e1YO813ShBdt%2bdEIHigO%2bn1.1whXexRIMIQ°/�3d4/o3d _ 2I3 '
3/812018 - Florida Building Coda Online
Verified By:Hermes F.Norero,P.E."73778
Created by independent Third Party:Yes
Evaluation Reports' i
FLi6674_99_65_PER2754 SS 2014-09-26 j2d }i{
Created by Independent Third Party:Yes
16674.6 F Design Pro/Smooth Pro Fiberglass Single with side lite(s)(X,O/O,X/O,X,O)Impact Glazed
Fiberglass Door,9'-0"x 6'-B"and 9'-0"x 8'-0",Inswing and
Outswing
Limits of Use Certification Agency Certificate
_ Approved for use in HVHZ:No F1,16674 RC_C•AC NI011924.01-R7.pddf
Approved for use outside HVHZ:Yes FL16674 R9r,C CAC N1011924_
Impact Resistant:Yes EL16674_a9 CAC- NT013412-R2.0—f,
Design Pressure:N/A Quality Assurance Contract Expiration Date
Other: 03/30/2026
Installation Instructions'
Ft_ 16fi49—U_AOIQ$$ A SS 201G-09-26 a if
Verified By:Hermes F.Norero,P.E.73778 .
Created by Independent Third Party:Yes
Evaluation Reports
FL2-EQA-MAF- PER2755 SS 2014-09-26,12d I
Created by independent Third Party:Yes I
16674,7 G Design Pro/Smooth Pro/Studio Double with side lite(s)(XX,O/O,XX/O,XX,O)Impact Opaque
^ V Fiberglass Fiberglass Door,12'-0"x V-8"and 12'-0"x 8'-01',Inswing and
Outswing fffI
Limits of Use Certification Agency Certificate '
Approved for use in HVHZ:No - FL16674 R9 C CAC NT0, 14.n1-R7,pdf
Approved for use outside HVHZ:Yes F 1 7 _I�9_� CAC NI011914-R8.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:N/A 03/30/2026
Other: Installation Instructions
FI-16674 R9_II_A010857A SS 2014(9-26(7rif
Verified By:Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
Fi i 7 _R9�tE PER2p14-09-
275�SS 26 ij
Created by Independent Third Party:Yes
16674.8 _ H Design Pro J Smooth Pro Double.with side lite(s)(XX,O/O,XX/O,XX,O)Impact Glazed
Fiberglass Fiberglass Door,12'-0"x 6-8"and 12'-0"x 8'-011,Inswing and
Outswing
Limits of Use Certification Agency'Certificate
Approved for use in HVHZ:No FL16674_gQ_�_CA NI0119IS.o1-R7ndf
Approved for use outside HVHZ:Yes ��_R9 C CAC_N101191 S-R4,gdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:N/A 03/30/2026
Other: Installation Instructions
F 1 7 _q2_11 A010858A SS 7,014-00-06 pdf
Verified By:Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes ,
Evaluation Reports
_its_ PER2757 SS 2014-0F
Created by Independent Third Party:Yes
' Isac:c rte;ct -
� j t
C90t?SL Us;;2601 Blau Store Read Tallahatte�KL ,�5a Phone:8513-487.1824
The State of Flan-da is an AA/EEO employer. Qgylght 2007-�Ok3 ata a!Fla ida ;;Privacu Sraro","re-••Accessibility 5ta'emont::Refund Statement
Under Florida lawr email addresses are public records.If you do not want your e-mail address 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 mail.If you have any questions,please contacC.S50.487.1395.'Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide.the Department with an email address if they have
one.The emads provided may be used for official communication with the licensee.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 can be made available to the public,To determine if you are a licenses under Chapter 455,F.S.,
please click here.
-
Product Approval Accepts:. ,
Credit Card
Safe
https:fifloridabuilding.org/pr/pr_app
_Atl.aspx?para In V EVXQwtDgsHepng4%2fSfielYO813ShBDt%2bdEiHigD%2bnlJwMexRIMIC3%3d%3d 3(3.
NOTICE OF PRODUCT CERTIFICATION'
CERTIFICATION NO: N1011918.01-RS
Wl
x ' DATE: 03/25/2014
..x
404
CERTIFICATION PROGRAM: Structural
' COMPANY: .TEED-WEN
'> -
CODE: 1822-1
REVISION DATE: 02/01/2015
To verify that the"Notice of Product Certification"is valid;please visit�"vw.\;Ai1rlICeeti Ocation.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. ANAMlapproved certification label must beapplied totheproduct toclaim
certification statics. Please review and advise NANIf if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact
3737 Lakeport Boulevard Apgroved/Siudio"Fiberglass Glazed
Klamath Falls,OR 97601 In-Swing or Out-Swing Side-Hinged Door
Configuration:X
Glazing:IG-I/8"Tempered Glass/Laminate-1/8"Annealed
Glass/0.090"Solutia.PQ Interlayer/l/8"Annealed Glass
IS Frame: W-952mm(37.50"). H-2487mm(97.93")
OS Frame:W-952mm(37.50") 1.1-2470mm(97.25")
Panel: W-908mm(35.75") H-2419znm(95.25")
D110: 1V-606mm(23.87") H-1995ritm(78.56")
SPECIFICATION PRODUCT.RATING
ASTM.E283-041E330-02 Design Pressure:+501-50 psf
TAS 202-94 Wind Zone 3-Missile Level D
ASTM E'1886-05/E1996-06 Qualifies ConEi�urations:x
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-230-3918-Ol/NCTL-210-3924-02/SJkV2013-231/SJW2013-234/SJNV2013-
235/SJ1V2013-25 I/SJAV20 i 3-252/SJW2013-253!iNCTL-210-3924-01!NCTL-210-3975-
03/SJ W 2010-003/SJW20.14-032NCTL-210-3930-01/Iti`CTL-210-3 930-02/SJ W 2014-
068/SJAI120.14-071/SAV2014-069/SAV2014-079/1V-1670/tV-1703/W-1783/EV-1799
Expiration Date: March 30,2026
Administrator`s Signature:
NATIONAL ACCREDITATION ANIS
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124 ,
Fax: (804)684-5122 K
NOTICE OFTRODUCT CERTIFICATION l�
�p Ct3a17P{
'= � x _ CERTIFICATION NO: NI011918-R8
DATE-- 03/25/2014
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 1822-1
REVISION DATE: 02/01/2018
To verify that the"Notice of:Product Certification"is valid,please visit wwwNAMICertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied.A NANII approved certification label must be applied to the product to claim
certification status. Please review and advise NAiti1I if an corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JE LD-WEN JELD-WEN"Design Pro/Smooth Pro Impact
3737 Lakeport Boulevard Approved/Studio"Fiberglass Glazed
Klamath Falls, OR .97601 In-Swing or Out-Swing Side-Hinged Door
Configuration:X
Glazing:I0-118"Tempered Glass/Laminate-118"Annealed
Glass/0.090"Solutio 11VB Interiayer/1/8"Annealed Glass
IS Frame: W-952mm(37.50") H-2081mm(81.93")
OS"Frame:W-952mm(37.50") H-2081mm(81 25")
Panel: W-908mm(35.75") H-2012mm(79.25")
DLO: W-606inm(23.87") H-1587mm(62.50")
SPECIFICATION PRODUCT RATING
ASTM E283-04/E330-02 Desigtt_Pressure:+50/-50 psf
TAS 202-94 Wind Zone 3-Missile Level D
ASTM E1886-05/E1996-06 Qualifies Configurations;a
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No; NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-231/SJW2013-234/SJW2013-
235/SJW2013 251/SJW2013-252/SJW2013-253/NCTI.-210-3924-01/I:CTL-210-3925-
03/SJ W 2010-003/SJW2014-032tNCTL-210-393 0-01NCTL-210-3 930-02/SJ W 2014-
068/SJW2014-071/SJW2014-069./SJW2014-079/SJW2013-238/W-1070 VV-1703/
1V-1783.AV-1799'
Expiration Jute: March 30, 2026
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124
Fax: (804)684-5122
PREPARED BY:
t. Ut BUILDING DROPS,.IPIG
MBEf�rt%b%nLli0Y0.1TG1U-
37 3/2"MAX. w.'tngrn+�a:a
..
O.A.WIDTH—' ca>risalra+,rrin
tYERwrw-b,8di5a,w..unn ..
DESIGN PRD/SMOOTH PRO FULL LITE
IMPACTAPPROVED 37O.A. MAX
WiOTHAll
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) ' 4 o
o w z OU
- GENERAL NOTES: - ti. \ 1 s z p a ZZ
• U 8 :N r
Z.
W 4
1, •THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT �+ 1 4 = r.ti m -
INTERNATIONALBUILDINGCODE(18C(,INTERNATIONAL RESIDENTIAL CODE(iRC),AND FLORIDA BUILDING CODE
O y E! ACTIVE -
-(FRC),EXCLUDINGHVHZANDHAS.BEENEVALUATEDACCORDINGTO711E.FOLLOWING: g a t s °• .$
• ASTM E283-09- _z .. s x . tz0 W ^c .
ASTM E330-0212 z LL s ACTIVE w d, O = .•y
A97M E168645 3�n 3 s s z N O w ¢�
. ASTM E19964D6 rj.n O - x O 2 Q V
AAMA 1304-0Z N ,
•
TAS 202-94 Cul,
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE t
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOCOS TO THE '
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF REMARKS JBY DATE
INSTALLATION,
a 4 a a4 4 a i e 4 a a e SEC ADA N4,Wtock r.Radius Cl j21/l,
3. TTIEINSTALEATON DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REELER ACTUAL CONDITIONS FOR TYP.ELEVATION 1 ,� TYP.ELEVATION 2 W 122114
A SPECIFIC SITE. IF 51TE.CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED sa-ooaaNcxan �—a••a•;uua an
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS '
DOCUMENT. -
• 4, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT fiE61U1RED ON THIS PRODUCT IN AREAS REQUIRING IMPAR osnut"oreta°nw'rui"' "•"`4
iMOUT fprp CeU'S4,pC, .
'
RES ISTANCE FOR WIND ZONE 30RLESS,
. ;wtx•sr-aaftwan�irec,:�,m,w,enonun •
Mnxux617 MAN OX` �Y J!"tllft?H3At44K1
5. GLASS MEETS THE REQUIREMENTS OF ASTM E.1300 GLASSCHARTS:SEE SHEET 6 FOR GLAZING DETAILS. - ♦♦♦t p�TE J�J fil;f ,
0 r
6, FULL LITE APPROVAL COVERS USE OF FRACTIONAL.GLAZING,INCLUDING INTERNAL GRID,BUNDS BETWEEN - ++♦��• ��+` ���'
GLASS,DECORATIVE AND EXTERNAL WROUGHT IRON.RADIUS(SHAPED)UTFS ARE QUALIFIED FOR 6'-B•DOORS - _ .rte;• �0 i
ATOP s/•50 PSF ONLY. NOTE 7 �y:. .
7. NOT£: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. 4�5 SHOWN ABOVE MAY BE LEFT
REMAINING SILLS NOT RATED FOR WATER INFILTRATION,IF AUTHORITY HAVING JURISDICTION REQUIRES THAT OR RIGHT HAND OPERATING
PRODUCT MEET57HIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLEDAT LOCATION PROTECTED BY
- OVERHANG SUCHTHAT OVERHANG(Off)RATIO=OH LENGTH a OH 14EIGHTIS z 1.0 _ - ¢ , ��'
laaG�1%
rsoecceT;wwmu.2anas sa T�sn ..
TABLE OF CONTENTS
` SHEET REVIS{QN5HEETOESCRIPTION -
igllaltY SW"by Hermes F:Ncrgam Y.E.
' IeasoA:iam approving ttifsdacument
1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES a/c 201404.26 7591:55-04'00'
2 A TYPICALANCHORLAYOUTS AND NOTESMAX.OVERAIA - DATE: 02.05.14 .
3 A OPTIONAL 2X BUCK ANCHORING DETAILS NOMINAL SIZE DESIGN PRESSURE(PSF) MISSILE DW'G. Y:
4 A VEILTCALA5SEM8LIES CONFIGURATION - - INSWING OUTSWING IMPACT GL 1M SS NIaS
• 51 A HORIZONTALASSEMBLIES 7NIDTH HEIGHT POS, NEG. POS. NEG. . RATING SCALE: NTS '
_ 6 A GLAZING DETAILS X 3'-0' 6'•R" 50• 50 50' 50 LMI&SML DWG.R:A010852A' -
• ? A WOOD SUBSTRATES
X RADIUS 3'-0' 6'-87 50• S0 50• 50 LMI R SMI SHEET: OF9
8 ' A CONCRETE.SUBSTRATES X 3'-0" 8'-0' S0• 50 Sd" SQ lMI&SMI ,
.A' - COMPONENTS&IIILLOF MATERIALS
"SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. '
- -' INSTALLATION NOTES; PREPAREDBY. ,
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
-- • 2. WIIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S),MAXIMUMALLOWABLE BUILDING PS,ING.
SHIM STACK TO BE 114 INCH,SHIM WHERE SPACE OF V16 INC"OR GREATER OCCURS.SNIM(S)SHALL BE - - Mat neIN a D ROP STI aia
' 'CONS"TRUCTEO OF HIGH DENSITY PLASTIC OR BETTER. wxw rMICHM STF.I
_ 3. MINIMUMEMBEOMENTANDEDGEDISTANCEEXCLUDEWALLFINISHES,INCLUDI.NGBUTNOTUMLIEOTO
STUCCO,FOAM,BRICK VENEER,AND SIDING. -
4,. 1NSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL w
' - OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR d$
MANUFACTURER'S INSTALLATION INSTRUCTIONS. 37 3/2"MAX._ zi Z o m� -
S:• FOR HOLLOWRLOCK ANDGROUTFILED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR O.A.WIDTH "'0
•JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR ELME OF MORTAR JOINT INTO FACE 3'TYP •'TYP. - CC p u.,a,,. '
,. SHELL OF BLOCK, .�ar <
CL
6: FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2XBUCKOIL
CONCRETE/MASONRYCONSTRUCTION. ;a � 0
7, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SURSTRATE MATERIALS WRH THE Q Qa Q Y
FOLLOWING PROPERTIES: CTG K F-s_
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55, - " °' 0
B-CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF3000PSL • `;,,,a ,,, v
C.GROLPT•FILLED CMU-UNIT STRENGTH CONFORMS TOASTM C-91)WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI AND GROUT CONFORMS TO ASTPAC476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 m'iw r p < n
PSI. z z z Jr
O.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90WITH MINIMUM COMPRES51VEsmENGTH 0 _ A s Q
OF 2000 PSI.
.B. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR o"�
LOCATIONS,EDGE DISTANCES,EMSEDMENTS,AND.SHIM SPACING.
9: OPTIONALLY,ANCHOR$CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM REMARYS BY DATE
EMBEOMENTAND EDGE DISTANCE ARE ACH{EVED. cl ;.1/1
ANCHORTABLE -
61B"DOORS B'0•DOORS
o ,.s<a"v or nR,nnzwac vc
_
P.ANCHOR IAYOUT
ANCHOR MIN. MIN.EDGE
SIZE EMBEDMENT DISTANCEMAX-
ANCHORTYPE SUBSTRATE MAX-0,C MAX-O,C. - �J1gr" -
SPACING AT SPACINGAT ` - J'� tir s P 'T�
!AMPS JAMBS - " ' rf,
. NOTE: 'r � �o
ZX WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY.
WOOD SCREW P10 ORFMMItiG 3.1/2^ 3/4' 17-iR' 17.1!4• +`* •d7 .•.w.. ,
ITW TAPCON 3/1V. CONCRETE/CMU 1.114" 2-112" 17.1/2" 17.114" •. T� r�
ElCO UITAACON 114' CONCRETElG'WU 1.376"-GONG 1" 37.1/2" 17.1/4" - �O�F.P ......'•j••C9
�.E� ieot�ail�a
- _ FFYJ TAP"CON 3/16' CONCRETElLh1V 1-2/4• i" 30^ 14•316'
NOTE: rtrcccm,o"nvnrox,u,>as:,ri.xxs» '
ONS SHOWN ABOVE MAY BE LEFT '
.. 112 2+rMX21/2"PIH OR RIGHT HAND OPE,RATING00ORS.
SCREWS
z-esx x ur PFH oFi RUPME 25 26 DATE; 02,05.14
PFHSCREM MULTI-POINT SHOOT BOLT DWG.TY: CHK. Y: •-
` • PLATELOCATION GL/bM SS MSS'
. DETAIL62" (RHPIATESHOWNj - SCALE: NTcj -
rv.HQPP
MULTI-POINT SHOOT BOC( i• T"T SH007
Dz
fA,IT MTF oWG.x:A010852A
PLATE.LOCATION ffTE17M8111 SHEET: OF9.
SILL SECTION VIEW ( HEAD SECTION VIEW
iixSwuafrioww,romSmwsrreaw nuwwasriawnootswvw Snmun .
. l6/.Mt4l�a aiTItTAR Di .
_ PREPARED BT;
BUILDING DROPS,INC-
41/2-TVP.
NC.A1/2"TVP. 41/2-7
11/2"OFFSET
re
• �
'30-33X1 w �x
q 4.3 N Ur
W 0 aZ
O� Z
f.
�a
l
Y
^' REMARKS BY DATE
1GG ADA 1911,MP LNXK R3 M0 4L 23(1.1
/T-�TYP.ANCHOR LAYOUT
S��k'"rn�-vufxduaiR rePcex;ctruro�r
- • nom.
. +swHw:ewt xau»xzx:un Wena;id,`ri`"`"
.. - � mausxixxxc"cc:r„cua�n:rvwrso+nms�,
• xuCaATq S.RuO�tp:L t2 0.NJCtkr,�a.A Dn<xR
- � Muu,»OS I�IMSaAfu E*FtiFRS"V �
• 1214."MIN,EMBED TYR „+S;gTM� F.
r��'
i
/ 'SEE TABLE " 2X BUCX ANCHOR TABLE = 7 r ..
C) O• 6'8"DOORS ww DOORS
• z� i ANOIOR MIN. MIN.EDGE MIMCENTER �":10•.9 t 1_k, ?iy ti
w ANCHOR TYPE SUBSTRATE SUBSTRATE DISTANCE
,r •'••••••tom C?�"••4
SSIZEEMBEDMENT O.C. N1AX.O.C.TO E
• SPACING AT SPACINGAT
ZX WOOD BUCK INSTALL JAMBS JAM85 �i "' iptok' itit°�
2X WOOD RUCK ANCHOR PER K IN5rA ANCHOR TARGE t;cr. J'ridf lyl; czar
ITWTAPCON 1/4" C'ONCREWCMU 1.3/4• 2.1/2' 4' 2S" 3a1J+' r+v.^s'*•' a't
iNi tiAi.O�l.NNgRUfiVGN bLA MS:t.
1.3t6•-tOMC. '
( 2X WOOD BUCK INSTALL �fi�2X WOOCi BUCK INSTALL. ELCOULTRACDN 1/4" CONCRET'EjCMU 1.3/4.CMU 1° a' u" aaJ/4
C`�3J aasLscrnw t;�j sm+snLw
DATE: 02.05.14
NOTES: DWG. Y. CHK. Y:
GL TJM SS MSS
.. 1, 2X RUCK IS NOT FOR INSTALLAPON AT SILL SCALE; NTS
2, ANCHORS MAY BE STAGGEREDAS SHOWN IN DETN1.4/3, DWG.R:A010852A
' SHEET: OF9 .
PREPARED 6T; '
BUILDING DROPS,INC. -
- /�%/j,%�/% , auumwmnEnoirem.xlr..vx -
/' nnrYa gLJBx„lt�S.iW
M:i4ne139N':d
wuuw.r..cwxa'nxw,.wxlaa
11 - N
aNIfR�OR EXiERHY4 f.X7EfiJ()R •f. LYIFRIOR ,M
�c.
4 y,ry
_r it(IEREOR E%f WIR i.�, r c n
O ¢o3�a�o
4 J LLL
.1 x Oz Co
1' OPERABLE HEAD . < M
[ OPERABLE SILL �� OPERABLE SILL a s
• 4' RUTSWINGsEEOWN-INSWINGSIMIIAR �/ INSWING `l.� OUTSWING .. •. �-
ENDURAZAIL065F AFCOJ-2297 W ui: ,
11
F
. ' REMARKS -a D."TE,
INTERI6R EXTERroR :sa�nan sig,rdp tccR&rcaeiwu cc'sJ27tu
ExTERIQR ^ fNFERYt7R 7 -
97�EAR}A �k�(TLR[9R _
10 r G
� annswunorEs.es�;cw�ctavi°iv++acv..vs
atr�*i.ncccnsLa�w:cwuroco.aus,x.
�c rcars,�ne aasc, .xicarw rarmxa
must unarm rain'rnaawh "
OPERABLE ADA SILL J6 OPERABLE SILL OPERABLE SILL
- A� INSWINGfOUTSWING (�. INSWING (I OUTSWING +,`����ti t
ENDURAHCI5000 AFCOA-276/P-2W0 OPTIONALAFCOH•497 !'per
_ � Qom; `• 4, : 4 �
. - 11 • - - rna�itUbk o�1la}im!
- ., sw+usarn nsxw .
. - 9INTERIOR - Yuearcm.wxxaaurm.n:srs
8.. F7RERtOR
. INTERIOR MR10R
DATE: 02.05.14
CyL JM SSMSS
' scAEE: NTS . .
C8�1 OPERABLE SILL � OPERABLE SILL SrALE::A01o852A
.. �, OUTSWING 4 OUTSWING DWG.RSHEET: ' .nF+� .
OPTIONALPFCOA.117 OPTIONAL ENDURA ZOOL456SF - ..
' mLPAREo6r.
HINGE SCHEDULE HINGE DETAIL ATJAMS: • ' DUHLDING DROPS,.INC. '
PIACEM9X2- 2"PFH SCREW NEXT TO WEATHERSTRIP - > =o?r!r rsnsn rxixq_srt;3A -
. DOOR HEIGHT CLI tANTITY awv ss fklm .
•- 2-+t L'M)1Pt9113 -
6'•$` 3 s'� 3A%;1Y3arrHAlltl
• I ti 0 uj
m 24 m
as
fir! 11 \\\ / ¢ %.n
' $v Q
1-99X24/2-PHILLIPS
�- a\ FLATHEAD WOOD SCREW 4 Z Z;. ..
\. r�q
3-09X314 PHILLIPS
_ \ FLATHEAD WOOD SCREWS - 4i rR -
1CamfJOR
\\ �.
fXTENO` �
• -' 4-p9 PIIClUPS FLATHEAD WOOD SCREWS - 4 p� x
17 _ USE 3W EENGTH FOR 6'-$'DOORS WA
•
USE V LENGTH FOR$••0'DOORS •!"'3 ,
1
LOCK JAMB 3 HINGE JAMB
OUTSWINGSHO"•INSWING SIMfm _ 5 OUTSWINGSHOWN-INSWINGSIMILAR - REMARKS - DY DATE
- AOA UA,NP1oLk8 nacroitt G1 73JY '
9-1F9 X2314'PFHRS%21.3-X$%131$'PFlI(G'•6"UHrHS) ' StwiWiEGPlM'UDKt>v.m%aia.ru;a`"
3• 'PFIf xn rwu¢tcnconsxranu aaots<;x. - _
$-49X21/2'PFH W/FIAROWARE 15-48X2.3/$`PFH($'•O"UNRS} ^rr�^*+w'"*. r�"a•��+ aa^aT"+a
W/STRSIRIKE LATE rne.aaa.—ARTA
ixa�vnrmaw
W/STRIKE HARDWARE (6•-6">x$••D'UNITS) COMPS VJ/HARDWARE �ti 21'T`
4-MPL STRIKE PLATES I-MPI.STRIKE PLATE - t�: F, Y�f,
4-s8 X 131$"PFH �� '��. !yo i
21 i-REINFORCEMENTPtATE_�:
2D .�HOPPE 0 126 r� ��
29
.. LXTERIOR
• ., fXHUtdPR
o
�r
'� TT
�O �uJ.
_ t
OHEAIOR •''� �•cf.c°'wusseo Fill"
NIL MI R
rtncc+xarn moaazrgww,nua ,
II II
DATE: 02.05.14.
_RQOUTSwKWENG NLIMU1.NSWING Ml--PAINTLQCI<JAMB _HQPILAR INpENiUNTINPOaNTLQCKJAMB HOPPE.EMUMENT LT�I-pQENA7'LNEL�QCK GNLY u+E. N7SSS�NtSS
DWG.e:A010852A
• - SHEET: OF9
PREPARED BY:
BUILDING,DROPS;IfIC. '
- - ral<smttRM.X716lVR,sE4N
- 9•`-Ww BfAQ6R]JA?i
. rnCla:+RafAt19
- vna...,wu.wbnne�
• C, w W.rte' •
. 1'MAX 312.'AIRSPACE 1"M 7/2'NFSPhCE 3"hth%.' 1/2'AIRSPACE 1•AIA%. ti 4 G� ¢t; Inm`4
1/2•AIRSPACE Ln
Q
INTERI04 EXTERIOR INTERIOR EXTERIOR. INTERIOR OLTERRLR "E _tizr -
_ INTERIOR fX1EAIOR �. N Z_ Z
l/8'ANNEALED GLASS 1/R'ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 4" Z f��
0.090'SULUTIAPVB INTERLAYER a 0.090"SOU91A PV8 INTERLAYER 0.096"SOLUTIA PVR INTERLAYER Z [}"� 'uj, ,
a. m z 0.DW SG41NT•ERIAYM L7•
` 3(B"TEMPERED GLASS z 1/8"TEMPERED GLASS z"' T(8'TEh1PERE0 GlAS5 ;g t'= RY DUPONT
118'TEMPERED GLASS -
FF�� DOW 99S SILICONEmN DOW99SSIUCONE
[SOVt 995 SILKONE DOW 99S SIUCON6 J
� s t
22 22 23 24
. - REDI-SEAL RED.-SEAL A REMARKS Y DATE i
_•...-; `—' DOWSISSSIUCONE. hod pun nRl,nfa Et cLx Yueosu '27/:
GLAZING DETAIL r2`\8-0 GLAZING DETAIL 3 FLUSH GLAZE DETAIL q GLAZING DETAIL
20.21rMAX.D,LO.YVIOT{f 201/2'MAIGD.LO.WIDTH 237/rMAX.D.LO.WIDTN 6 FOR OVAL,SUNBURST,AND ROUND TOPS
_ 621J2'MAX•p.LO.HEIGHT 781/2'MAX.D.LO.NEI GNT 78 7/8"MAX.D.L.O.IfEIGIfT IN 6'B'UNITS AT DP+J-SOPSF ONLY
• - '�xmvwa.ii ee�� ra w�w.xce oev.m .
' Wlb6UtwflREb C3ritVl M ttttriw-P OaS.!1X,.
gISERA'A%S,AiXeilJ:n eWRGIR3hQGtQSYt}
r.�wcSm.~^°""LL`ILiY"Se„s�tfOMn
nun4••fxw
. lNFf1AS'�SW4tttWL. wb FQ'ETL
NOTE DATE: 02.05.14
F CT10NAL GLAZING,INCWDING INTERNAL GRI D,BUNDS DWG. Y: .CHK,'Y;
BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON GL �-�
AND RADIUS(SHAPED)UTES ARE APPROVED IN ALL GLAZING - NTS
mss
DETAILSSHOWN ABOVE. SCALE: N
DWG,e:A010852A
SHEET:
m ,
2X WOOD BUCK .
N BUILDING DROPS,INC
_ euru�rssn�i rz .
EDGE WSr. a % WOOD ANCHOR.
R.ulasV:���rsa
.. SEE TA6lE SHEEY24F SEE TABLE ON SHEET ma:�Ww.dwarca.o;nr�*i, ,
SILICONE r
2X WOOD BUCK z ..
4o Lu z
p o.as �a s..
a LwooD ANCHOR115 2X WOOD BUCK o ICL � M
SEETABLEONSHEETZ MIN,EMBED. H uto
. SIETABLESHEET2 D
HEAD_(TYPICAL j (2`1 ..IAMBTYPICAL
( ) .r.3 . ..OPERABLE SILL . o.
• �-OUTSWING SHOWN-INSWW G 5IMIIA / OUTSWtNa SHOWN-tNSWING SIMIIA
7 IN5WING-NO ANCHOR REQUIRED
. ENDURAZAIL456SF p •Sn
SILICONE �? •
SILICONE - SILICONE F
REMARKS - BYJ DATE
2XWOODBUCK -�"•-..� 2X WOOD BUCK.' r roAwl MDaMts?ntiss ec at N'37,rs ..
. - ZX WOOD DUCIS. -
' r it+itl+4t MRF[xEF�RK[Oq WwrEcwnkl H� .
' . WR1UYtWr1It0YGiWJ W'IµAtAY.D9pP5,112.
mn>tRZ Rcarm.,;,acrawm.u„ 'rum
OPERABLE SILL �r
6 OPERABLE SILL (7� OPERABLE SILL ATM
OUTSWING-NOANC14ORREQUIRE* INSWING-NO ANCHOR REQUIRED - ��� 5>= rri
AFCOJ-2247 AFCOA-276 2900 OUTSWING-NOANCNORREQUIRFD � �Q
F
.•
SILICONE 4` rSILICONE
SILICONE
EGE CERT,ai,RI�XCR2tTtT hG.YHrt
2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK
DATE: 02.05:14
g OPERABLE SILL g OPERABLE SILL OPERABLE ADA SILL. �% �nn. `s"s�Mss
OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NOANCHOR REQUIRED, 7" INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS.
AFCO A•117 ENDURA ZODL4565F ENDURA HCtS00D
. , owG.R:A010852A • '
• SHEET: OF9
'• ••�SPnONALLY,ANCHOR CAN PLACED IN NARR `
ECTION OF HFAD p AMMINIMUMOF AS LONG AS MIHU
JM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
' PREPARED BY(:�q��
Mitt. iXVr000eucx BUILDING DROPS,IidC. .
' EDGE DIST. (OFMNAL) '
SEETARLESHEET2i!js ,,,,�`.£',.. SILICONE dsacxrnawtirt»xSt�ra
2 a. I;a I55aiU^9tAd
� . CONCRETE ANCHOR .ae:t'sSaDauise
F SEE TABLE ON SHEET
W T '
.. d •1 �.
CONCRETE/ -
w zi
C! I ' MASONRY .•3 Q `. 5i•"Fi .
�Bv OTHERS ' '. CONCRETE/• .2n MASONRY s'•p Tti >K;
BY OTHERS �> Lu 2::i i
JX WOOD BUCK +.+.f 4 O
COHCRETEHOR
SEE TABLE ON SHEET2 CONCRETEiMA50NFlY BY OTHERS
. MIN.EI'dBED. O" W
SEETAMESHEET2 - 2 F— -
MEAD TYPICAL 2 JAMB TYPICAL OPERABLE SILL u
0UTSWINGSHOWN-JNSWINGSIMILAR Y8 OUTSLYIMGSHOWN.-lNSWINGSIMIUSR $ INSWING-NO ANCHOR REQUIRED - 0 .ZO
ENDURAZAIL4S65F _ 0
. SILICONE �n
SFUCONE � }•'•a
SILICONE
REMARKS !DATE
44tl1W�Wt P1P laR&Ri0851t Gl !l3(2
- CONCRETE/ CONCREJ[/ ' CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS '-
,wNW LWLtWlI(dSR.9A4kGlt%VfttYtG9) 1
' a% pii[nMMah�d WA9MSta'OaS.#K.
•• gYaxitMTa}�,apy�'(.�p'T,.Iia:MttwV?syy GR pTfiA
t attt �xa�TlRO alp '
f4 _ OPERABLE SILL ' r OPERABLE SILL ? OPERABLE SILL
$' OUTSWING-NOANCHOR REQUIRED '� INSWING-NOANCHORREQUIRED' $ OUTSWING-NO ANCHOR REQUIRED
¢C; "'•• ��� '
. AFCOJ-2297 - AfCOA•276/P,-2000' AFCOH-497
'•......••.
SILICONE r SILICONE SILICONE
�/� 3•rc/�kpi�l�o�' ��. - .
' ,.-�G'�•T•� sasar.�i 7TYtt471mC�tis :. .
p. d ,,d �,,. tact uxrusu•laxaacnlxd+uu:lsv+a - ,
p. . V. p d
p•
:. CONCRETE/ ' CONCRETE/ _ CONCRETE) .
MASUNRY 16IASONRY MASONRY
BY OTHERS BY OTHERS
BY OTHERS DATE 02,05.14
' gB OPERABLE SILL T
OPERABLE SILL �, . QPERABLE SILL
OUtSWING•NOANCHORREQUiRED OUTSWING-NOANCHORREQUIREU $ OUTSWING/INSWING-NO ANCHORREQUIRED �7�-ITJIVI SSIVISS
AfCOA-127 ENDURAZOBL4565P ENDURAHCIS000AOA SCALE: ,NTS .
DWG:R:A010852A•'
- fp OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW .'
SHEET; ,OF9..
SECTION OF HEAD 08 JAMB AS LONG AS MINIMUM ,
IBEOMENT AND EDGE DISTANCE ARE ACIOEVED. `