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Product Approval
r USER:Public User
' Product Aooroval Menu>Product or Aoolication Search>Application Lis[>Application Detail
> " FL# FL16674-R5
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
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Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
I
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
! Klamath Falls,OR 97601
r (800)535-3936
I customerserviceagents@jeld-wen.com
I'C uglity Assurance Representative
Adrif'ss/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
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Referenced Standard and Year(of Standard) Standard Year
AAMA 1304 2002
ASTM E1886 2005
ASTM E1996 2006
ASTM E283 2004
ASTM E330 2002
j TAS 202 1994
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Equivalence of Product Standards
Certified By
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Product Approval Method Method 1 Option A
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j https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e1YO... 1/3/2017
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Florida Building Code Onlinei"- Page 2 of 3
Date Submitted 09/18/2016
Date Validated 12/05/2016
Date Pending FBC Approval
Date Approved 12/05/2016
Summary of Products
FL# Model,Number or Name Description
16674.1 Design Pro/Smooth Pro Single(X)Impact Opaque Fiberglass Door,3'-0"x 6'-8"and
3'-0"x 8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R5 C CAC NI011919.01-R5.odf
Approved for use outside HVHZ:Yes FL16674 R5 C CAC NI011919-R5.0f
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2018
Other: Installation Instructions
FL16674 R5 II A010851A SS 2014-09-26.odf
Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party:Yes
ReportsEvaluation FL16674 R5 AE PER2750 SS 2014-09-26.1)df
Created by Independent Third Party: Yes
16674.2 Design Pro/Smooth Pro Single(X)Impact Glazed Fiberglass Door,3'-0"x 6-8"and
3'-0"x 8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R5 C CAC N1011918.01-RS.pdf
Approved for use outside HVHZ:Yes FL16674 R5 C CAC N1011918-R6.odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 03/30/2018
Other: Installation Instructions
FL16674 R5 II A010852A SS 2014-09-26.pdf
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL16674 R5 AE PER2751 SS 2014-09-26.pdf
Created by Independent Third Party:Yes
16674.3 Design Pro/Smooth Pro Double(XX)Impact Opaque Fiberglass Door,6'-0"x 6'-8"
- and 6'-0"x 8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R5 C CAC NI011916.01-R5.pdf
Approved for use outside HVHZ:Yes FL16674 R5 C CAC N1011916-RS.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 03/30/2018
Other: Installation Instructions
FL16674 R5 II A010853A SS 2014-09-26.pdf
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16674 R5 AE PER2752 SS 2014-09-26.pdf
Created by Independent Third Party:Yes
16674.4 Design Pro/Smooth Pro Double(XX)Impact Glazed Fiberglass Door,6-0"x 6'-8"
and 6'-0"x 8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R5 C CAC NI011917.01-R5.0
Approved for use outside HVHZ:Yes FL16674 R5 C CAC NI011917-R6.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 03/30/2018
Other: Installation Instructions
FL16674 R5 II A010854A SS 2014-09-26 )df
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16674 RS AE PER2753 SS 2014-09-26.pdf
Created by Independent Third Party:Yes
t
16674.5 Design Pro/Smooth Pro Single with side lite(s)(X,O/O,X/O,X,O)Impact Opaque
Fiberglass Door,9'-0"x 6'-8"and 9'-0"x 8'-0",Inswing and
Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R5 C CAC NI011922.01-R5.odf
Approved for use outside HVHZ:Yes FL16674 RS C CAC NI011922-R6.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
03/30/2018
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https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6eI YO... 1/3/2017
I '
Florida Building Code Online - -�, Page 3 of 3
Design Pressure:N/A Installation Instructions
Other: FL16674 R5 II A010855A SS 2014-09-26.Ddf
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL16674 R5 AE PER2754 SS 2014-09-26.Ddf
Created by Independent Third Party:Yes
16674.6 Design Pro/Smooth Pro Single with side lite(s)(X,O/O,X/O,X,O)Impact Glazed
Fiberglass Door,9'-0"x 6'-8"and 9'-0"x 8'-0",Inswing and
Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 RS C CAC NI011924.01-R5.Ddf
Approved for use outside HVHZ:Yes FL16674 R5 C CAC NI011924-R6.Ddf
Impact Resistant:Yes FL16674 R5 C CAC NI013412.Ddf
Design Pressure:N/A Quality Assurance Contract Expiration Date
Other: 03/30/2018
Installation Instructions
FL16674 R5 II A010856A SS 2014-09-26.1)df
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16674 R5 AE PER2755 SS 2014-09-26.Ddf
Created by Independent Third Party:Yes
16674.7 Design Pro/Smooth Pro Double with side lite(s)(XX,O/O,XX/O,XX,O)Impact
Opaque Fiberglass Door, 12'-0"x 6'-8"and 12'-0"x 8'-0",
Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R5 C CAC NI011914.01-115.01'
Approved for use outside HVHZ:Yes FL16674 R5 C CAC NI011914-116.Ddf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:N/A 03/30/2018
Other: Installation Instructions
FL16674 R5 II A010857A SS 2014-09-26.pdf
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL16674 R5 AE PER2756 SS 2014-09-26.odf
Created by Independent Third Party:Yes
16674.8 Design Pro/Smooth Pro Double with side lite(s)(XX,O/O,XX/O,XX,O)Impact
Glazed Fiberglass Door, 12'-0"x 6'-8"and 12'-0"x 8'-0",
Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16674 R5 C CAC NI011915.01-115.Ddf
Approved for use outside HVHZ:Yes FL16674 R5 C CAC NI011915-116.0f
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2018
Other: Installation Instructions
FL16674 R5 II A010858A SS 2014-09-26.Ddf
Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL16674 R5 AE PER2757 SS 2014-09-26.0f
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is'an AA(EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,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 contact 850.487.1395.*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 emaiis 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 licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
�Cha'-Mca
Credit Card
Safe .
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https://floridabiiilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS 6e l YO... 1/3/2017
PREPARED BY:
TELD WEN. 371/2"MAX. BUILDING DROPS,INC.
WINDOWS' & DOORS 6 O.A.WIDTH JBL�RE .FL35t 338
S 4 PX:1954R3998 79
r4R:1950-.4738
37 1/2"MAX. wra.•,.,.ewadmsd�m<•„
DESIGN PRO/SMOOTH PRO s O.A.WIDTH
IMPACT APPROVED ® o z mom
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) a
3 a t7 t2 "
vl Z $ W
= N NNW F O0 �� �I=-��
W 3 O ntiw 1 oa viw m2a
�tiW 1 r rn^2oZZGENERAL NOTES: °°N g S °' a \O ti p w� 4 ® o =ZLL s ACTIVE z au 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT w s O ACTIHT
w v'i—¢ s ID = 4 y Q p y�}'s�
INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE N Z< s Z j a O 9 < W Z Z.
(FBC),EXCLUDING HVHZAND HASBEEN EVALUATED ACCORDING TO THE FOLLOWING: O s = O?a J a WG
• ASTM E283-04 ,O ^' O J LLu
• ASTM E330-02 d n
• ASTM E1886-05 U�
• ASTM E1996-06
• AAMA 1304-02 LN+3
• TAS 202-94 I�
w+ °-
3
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE lka a a 4 a 4 4 a a a 4 a 4 4 F
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 1 TYP,ELEVATION 1 2 TYP.ELEVATION 2
`
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF REMARKS BY DATE
INSTALLATION. ], 6A'D000.NEWNf 1 4'-0DOOR NFJGM
Add ADA sill,Multi-Point Lack GL 06/23/14
3. THE.INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR Add TAS202-9astandard SM 09/22/14
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC.DOCUMENTS FOR USE WITH THIS
DOCUMENT.
INif N ROP R YOi&IIIWn00R0 ,
Rn0SNRLLNOTRE RF➢RODDaDDl %Do,'
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT mi4rtRbrimns,momous In cuucinwc.oaoPSnim'
RESISTANCE FOR WIND ZONE 3 OR LESS. wuanezronus ooarn nor veRumEDnD
S.
6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH F.
DOORS ARE QUALIFIED. ����Q'; ,•Ccfj���
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION.AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. ••
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT 7
PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY NOTE: E
OVERHANG SUCH THAT OVERHANG(OH)RATIO=ON LENGTH t OH HEIGHT IS;- DOORS SHOWN ABOVE MAY BE LEFT1.0
OR RIGHT HAND OPERATING DOORS.
39aeD�i}dM41�,3,a
wewREAOEn3aro4
rRREQRf.OF 40rIDRQ4n0u n0.795]8
TABLEOFCONTENTS
igltally signed 6y Hermes F.Norm,P.E.
SHEET REVISION SHEET DESCRIPTION easomlam approving this document
1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2014.09.2615:42:34-001Y
2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14
3 A OPTIONAL 2X BUCK ANCHORING DETAILS DWG. Y: CHK. Y:
MAX.OVERALL DESIGN PRESSURE(PSF) GL/TJM SS MSS
4 A VERTICAL ASSEMBLIES NOMINALSIZE MISSILE
5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING RAPING SCALE: NTS
WIDTH HEIGHT RATING DWG.#:
6 A WOODSUBSTRATES POS. NEG. POS. NEG. AO1O85IA
7 A CONCRETE SUBSTRATES X 3'-W 6'-8" 50• 50 SO- 50 LMI&SMI SHEET: OF8
8 A COMPONENTS&BILL OF MATERIALS X 3'1" V-0" 50• 50 50' 50 LMI&SMI
-SEE GENERAL NOTE 6,SHEET 1,FOR WATER.INFILTRATION APPROVED SILLS.
INSTALLATION NOTES: PREPARED BY:
1, ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
a'
_ 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACK TO BE I/41NCH.SHIM WHERE SPACE OF I/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE - _. 398 E."M Brea BLVD.,STE.33a
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. _.BEA .a33ooa
vx:lssal39saara
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO WEB vAR.IssaVna<i3a
:v.wv.lwi:dingdmpssom
STUCCO,FOAM,BRICK VENEER,.AND SIDING. Lo
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL LLJ
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 37 0
MANUFACTURER'S INSTALLATION INSTRUCTIONS. Z
O.A.WIDTH CC oCC 0
�',+d
5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 3"TYP. CL Z ots
m m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE C2 C2 Z Q W LL e N
SHELL OF BLOCK. a OO p ul 5 a—•
n a s
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2%BUCK ¢ 0 m x
CONCRETE/MASONRY CONSTRUCTION..
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE Z y yy I _ A`
FOLLOWING PROPERTIES: Fro
A.WOOD•MINIMUM SPECIFIC GRAVITY OF 0.55. = w 0 Wo
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. U
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
Of 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH Of 2000 m^ i5Q
PSI. m
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z z s 6 = Q a'
OF 2000 PSI. 3 z LL z z U �}
a as}
8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR M z x O N F F-
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING, a
REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM Add ADA sill,Muld-Point Lark GL 06/23/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
ANCHOR TABLE - -
pONN.[xi IHI RO 1'S,WC
6'8°DOORS 8'0"DOORS A2 AZ IN pNOSWVLNOT8EREP400aDlNWM fDBV�RE
WITNODt WRmEN CONAM Or BOIWNG Da03,INC.
AIRMTbN9,AOnRI0N5,IIIGIIIwIRING.OR OE
ANCHOR MIN. MIN.EDGE axEWcsronus oocuV Nor nERMmI:o4Nn
ANCHOR TYPE SUBSTRATE 1 TYP•ANCHOR LAYOUT IEN
SIZE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C. Z B'a•ae'-0•DDORmwxr ♦♦�� �S F. O ��j�
SPACING AT SPACING AT ♦ i
JAMBS JAMBS NOTE• ♦♦��'• �•��'�%
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. •_O
WOODSCREW nio OR FRAMINGK 1-1/2' 3J4" 17-1/2" 17-1/4" �- 7 1`*
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4' 10
i p
1-3/8„-CONC. ij'CPS ........
1-1/4"
ELOD ULTRACON 1/4" CONCRETE/CMU -cMu 1" 17.1/2" 17-1/4°
��i�pEry��J(W6d3DEy�%�♦-
39a E.DafIA([F���I�1L`338
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4. 1" 1& 14-3/8" mR.aamwsuonlmwn N NO.I95 run
NOTE: EBEE O9a
B2 2-119X21/2'PFH DOORS SHOWN ABOVE MAY BE LEFT
SCREWS OR RIGHT HAND OPERATING DOORS.
L D2
TYPT HI OP E - 26 02.05.14
2-S9%2112"PFH DATE:'
_..- -- PFH SCREWS
MULTI-POINT SHOOT BOLT DWG. Y: CHK. Y:
PLATE LOCATION GL/TJM I SS/MSS
(RH PLATE SHOWN)
DETAIL D2 SCALE: NTS'
TYP.HOPPE 1-BOTTOM SHOOT
MULTI-POINTSHOOT BOLT BOLT PLATE DWG•#:.A010851A
PLATE LOCATION HOPPE 02098911 SHEET: OF8
q SILL SECTION VIEW C HEAD SECTION VIEW
z INSWING SHOWN OUTSWINGSIMIWI 2 INSWINOSHOWNOmSWINOSIMIIAR j
SEE DFTNL B3 SEE DEiA1L D2 L
PREPARED BY:
p
BUILDING DROPS,INC.
BLYD_M 3M
oarvw BEACH.GL 33W3
vN:19sa13B9es]a
EA%:195s1]sa.a339
4 1/2"TYP. 4 1/2"TYP. wEB:»..w.wi!m"sdwv..sval
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REMARKS BYJ DATE
Add ADA sill,Multl-Point Lock GL 06/23/l4
1 P.ANCHOR LAYOUT
vno xu llt BuoE IN mNcplrHmAsoxBv
Mwluw vaorw3r �wnc oaol I
Ix axo sNnuNorsE aBmoouoEoln s»IOLE oa Door
wirllgrr wartrEN consEvr o vBUnaNG naovs,Ixc.
unuawns,noomoNs,wcluwlmxc.oaowEA
,3Aa oxcs ro ras oocuNl�.}i��xor vEaMmeB Arm
11/4"MIN.EMBED TYP. ��S` �S F. O
z O
F: SEE TABLE ` ZX BUCK ANCHOR TABLE 7
Ci O' 6'8"DOORS 8'0"DOORS
Z Z MIN.EDGE MIN.CENTER ' •P
ANCHOR TYPE ANCHOR SUBSTRATE MIN. DIST.TO TO CENTER 0��'.,
SIZE EMBEDMENT SUBSTRATE DISTANCE MAX.O.C. MAX.O.C.
LO - SPACING AT SPACING AT
w o O��u�JfE4 lBuE ss
-2X WOOD BUCK INSTALL JAMBS JAMBS pplryyypAl �3�J
2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE ass E. 338
ITWTAPCON 1/4" CONCRETE/CMU 1.1/4" 2.112" 4" 25" 30-1/4" ouIUBEAOLa3wna
fBPCCCAT.OFPIRwla6ATI0N N0.199]8
1-3/8"-CONC. .
3 2X WOOD BUCK INSTALL. ®2X WOOD BUCK INSTALL. ELCO ULTRACON 1/4" CONCRETE/CMU 1.1/4"-CMU 1" 4" 25" 30-1/4"
3 aossslrnoN � smsmno
DATE: 02..05.14
NOTES: DWG. Y: CHK. Y:
GL TJM SS MSS
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. NTS
SCALE: p /�
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.#:.A010051A
SHEET: OF8
3
PREPAREDBY:
® Ir
BUILDING DROPS,INC.
%//%/%/%%/.%j/ DANIABFAGf.GL33004
PH:I9-a4Te/ C FAX:(9")7 19541]69.0]3a
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11
11
INTERIOR EXTERIOR EXTERIOR •�• INTERIOR .o
m A m 4 r INTERIOR EXTERIOR O o N
O ;� 5
=W Lu w LL
00cc m nail
,nga
E�29 a w mY
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1 OPERABLE HEAD . 3 OPERABLE SILL r4f OPERABLE SILL
Q aV
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Z Q Z.
4 OUTSWINGSHOWN-INSWINGSIMILAR 4 INSWING 4 AFCO
U o
• ENDURA ZAIL4565F AFCO J-2Z97 W �
O
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• J
S1 r
Lu
F-
REMARKS BY DATE
EXTERIOR - '/. INTERIOR _ 7
INTERIOREN
EXTERIOR INTERIOR EXTERIOR Add ADA sill.Multi-Paint I.
0Dtk Gt o5/23/ia
1 S
o -
�� )_ rxrs oonlwENE a TxE vaovERlroF ouxoinc Doors,me
NNLNOT 6E REPNODUEED IN VMOLE
G.OROV OP VARi
WITNOtiTV]PRiEx CONSENTOF BVIIdNGD MC.
"ALTERATIONS,AOORIONS,InO1NG1(fW OTiCR
MARg�NGS TO TN600LUF2 NODE ' xp
5 OPERABLE ADA SILL 6 OPERABLE SILL 7 OPERABLE SILLY T>R�RLDA
4 INSWING/OUTSWING 4 INSWING 4 OUTSWING Q�•,. �Q'i�
:ENDURA HCIS000 AFCO A-276/P-2000 OPTIONAL AFCO H-497 =���: •O
. v TT �;•r
11 7�j�,up�pl��Is3ooL]g,,`\�:
11 398ED 1a r�,J{,3 SfE3E6.
9 DANIA6EPL C
EBRE fERf.OFAVTHORRATI"'CN N(129$>a
INTERIOR EXTERIOR
8 INTERIOR EXTERIOR '
/ DATE: 02.05.14
o ~ DWG. Y: CHIC. Y:
GL TJM SS/MSS
SrALg OPERABLE SILL D
g OPERABLE SILL WG. NTS
OUTSWING OUTSWING DWG.#�A010851A
4 OPTIONAL AFCO A-117 4 OPTIONAL ENDURA ZOBL4565F SHEET: OF8
4'
PREPARED BY:
HINGE SCHEDULE HINGE DETAIL AT IAMB: Q
PLACE M9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP
DOOR HEIGHT QUANTITY BUILDING DROPS,INC.
3 - ® - - - - 3�ec BAHU BTncx BwD_stE.zv
ws3w BEna3.aa3BDa
PH:NU)M9 78
PA%:I9T0114A 6I38
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18 19 1 ��� CC l3J "d
CL J O��m
Q g a
//� 11 INTERIOR INTERIOR \\• / / a Ln
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1-p9 X 2-1/2"PHILLIPS y"XQ nt x
\ \ FLATHEAD WOOD SCREW •-')
\ a� Q l ^
\• � 3.89X3/4"PHILLIPS Q Wa `4
FLATHEAD WOOD SCREWS _
EXTERIOR EXTERIOR _ r
4-N9 PHILLIPS FLATHEAD WOOD SCREWS O
17 USE 3/4"LENGTH FOR 6'-8"DOORS = o
USE 1"LENGTH FOR 8'-0"DOORS °
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1 LOCK JAMB 3 HINGE JAMB W `�
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REMARKS BYJ DATE
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9-p9X13/4"PFH 3-NSX2"PFH 13-.N8X13/8"PFH(6'-8"UNITS)
8.49 X 2 1/2"PFH W/HARDWARE W/STRIKE HARDWARE 15-98 X 13/8"PFH(8'-0"UNITS)
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g OPERABLE SILL g OPERABLE SILL 1 OPERABLE SILL DATE: 02.05.14
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6 AFCO A-276/P-2000 THRESHOLD - x LL c
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7 AFCO H-497THRESHOLD - 0 0@00
8 AFCO A-117 THRESHOLD - 0 d® C U m
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16 CONC:/CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL -3
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17 BUTT HINGE(SEE SCHEDULE SHEETS) STEEL e
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18 KWIKSET LOCKSERIES 400. STEEL Z. o
19 KWIKSET DEADBOLT SERIES 780 STEEL to
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