HomeMy WebLinkAboutProduct Approval Florida Building Code Online
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product A--.—i ro-->Pr d—or A o11 atinn Saar h>Ao oli a inn 151>Application Detail
FL# FL13541-R10
Application Type Revision
i
Code Version 2014
i
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
i
Comments
Archived
1 I
Product Manufacturer JELD-WEN
r Address/Phone/Email 3737 Lakeport Blvd
j Klamath Falls, OR 97601
(800) 535-3936
fbci@jeld-wen.com
Authorized Signature Kaede McLaughlin
` fbci@jeld-wen.com
Technical Representative JELD-WEN 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
I 7
I
Category Exterior Doors
E }1} Subcategory Swinging Exterior Door Assemblies
a I
j Compliance Method Certification Mark or Listing
• I
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
1
i
Referenced Standard and Year(of Standard) Standard Year
AAMA 1304 2002
ASTM E283 2004
i ASTM E33O 2002
I TAS 202 1994
i
s
Equivalence of Product Standards
i Certified By
. I
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgm7MX9RiJ3Qxg%3d%3d[2/17/2016 8:34:59 AM]
Florida Building Code Online
I
j }
k
Product Approval Method Method 1 Option A
I '
Date Submitted 02/02/2016
Date Validated 02/03/2016
- Date Pending FBC Approval
k Date Approved 02/07/2016
i
Summaryof Products
i FL# Model,Number or Name Description
I 13541.1 Design Pro/Smooth Pro Single(X)Opaque Fiberglass Door
Limits of Use Certification Agency Certificate
S` Approved for use in HVHZ: No FL13541 R10 C CAC NI011.906.01 R3.pdf
! Approved for use outside HVHZ:Yes FL13541 R1.0 C CAC NI011906-R3.pdf
! Impact Resistant: No Quality Assurance Contract Expiration Date
+ j 1 Design Pressure: +50/-50 03/30/2018
Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions
j
FL13541 RIO II AD 0831A SS 2014-09-26,pd
Verified By: Hermes F. Norero 73778
1 Created by Independent Third Party: Yes
P Evaluation Reports
FL13541 RIO AE PER2742 SS 2014-09-26.odf
's Created by Independent Third Party: Yes
113541.2 Design Pro/Smooth Pro Single(X)Glazed Fiberglass Door
t Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1.3541. RIO C CAC NI011921.0l.-R3-sic nl Pd.{2
Approved for use outside HVHZ:Yes FL13541 R10 C CAC NIO11921-R4.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2018
Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions
t I ! FL13541 R10 II A010832A 55 2014-09-26.odf
Verified By: Hermes F. Norero, P.E. 73778 s
e Created by Independent Third Party: Yes
E Evaluation Reports
! FU3541 R10 AE PER2743 SS 2014-09-26.pdf
{ j Created by Independent Third Party: Yes
i
113541.3 Design Pro/Smooth Pro Double (XX) Opaque Fiberglass Door j
l Limits of Use Certification Agency Certificate I
Approved for use in HVHZ: No FL13541 RIO C CAC NI011907.01-R3,i2df
f j Approved for use outside HVHZ:Yes FL13541 RIO C CACNIO11 07-R .pdf
i ! Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/ 50 03/30/2018
Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions
I FL13541 RIO II A010833A SS 2014-09-26.pddf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
" Evaluation Reports
FL13541 RIO AE PER2744 SS 2014-09-26 pelf
j Created by Independent Third Party: Yes
}
113541.4 Design Pro/Smooth Pro Double(XX) Glazed Fiberglass Door
Ig Limits of Use —�
9 Certification Agency Certificate
Approved for use in HVHZ: No FL13541 RIO C CAC NI011908.01-R4,pdf
Approved for use outside HVHZ:Yes FL13541 RIO C CAC NI011908-R4.Rdf i
y Impact Resistant: No Quality Assurance Contract Expiration Date
! Design Pressure: +50/-50 03/30/2018
( Other:6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions
j III I FL13541 RIO II A010834A SS 2014-09-26.r)df
Verified By: Hermes F. Norero 73778
! Created by Independent Third Party: Yes
Evaluation Reports I
! i
Ft-13541 RIO AE PER2745 SS 2014-09-26,pddf
Created by Independent Third Party:Yes
lI 3541.5 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O) Opaque Fiberglass 4
Door
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgm7MX9RiJ3Qxg%3d%3d[2/17/2016 8:34:59 AM)
Florida Building Code Online
Limits of Use I Certification Agency Certificate
j Approved for use in HVHZ: No I FL13541 R10 C CAC NI011910.01-R4.Rdf
t j Approved for use outside HVHZ:Yes FL13541 R10 C CAC NI011910-R4,pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2018
Other: 9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions
FL1-3541 R10 II A010835A SS 2014-09-26.i2df
Verified By: Hermes F. Norero 73778
j Created by Independent Third Party: Yes
Evaluation Reports
FL13541 RIO AE PER2746 SS 2014-09-26.Ddf �
i Created by Independent Third Party: Yes
I
i 113541.6 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O)Glazed Fiberglass —�
I - Door �
s l Limits of Use Certification Agency Certificate 1
Approved for use in HVHZ: No FL13541 R10 C CAC NI011923.01-R4.(�df
`r
:,J` j Approved for use outside HVHZ:Yes FL13541 R10 C CAC NI011923-R4.pdf
1 Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2018
j I Other: 9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions
' 1 FL13541 R10 II 13541.6.pd
j Verified By: Hermes F. Norero 73778 i
I Created by Independent Third Party: Yes
I Evaluation Reports
i FL13541 R10 AE PER2747 SS 2014-09-26.pdf
j Created by Independent Third Party: Yes
113541.7 Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O) Opaque j
Fiberglass Door_
6 Limits of Use Certification Agency Certificate j
j Approved for use in HVHZ: No FL13541 RIO C CACNI01191 1.01-R4.1df
s ((( Approved for use outside HVHZ:Yes FL13541 R10 C CAC NI011911-R4 pdf
0 1 Impact Resistant: No Quality Assurance Contract Expiration Date
f I Design Pressure: N/A 03/30/2018
j Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions
9 FU3541 R10 II A010837A SS 2014-09-26.)df
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541 RIO AE P R274 0 4-0 - 6.pdf
,1 Created by Independent Third Party: Yes
S 13541.8 Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O) Glazed
Fiberglass Door
I Limits of Use _ Certification Agency Certificate
Approved for use in HVHZ: No FL,13541 R10 C CAC NIO 1 1 .01-R4 tL
Approved for use outside HVHZ:Yes FL13541 R10 C CAC NI011912-R4.pdf
1 Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2018
i Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions
i FL13541 R10 II A010838A SS 2014-09-26.pddf
G Verified By: Hermes F. Norero, P.E. 73778
i Created by Independent Third Party: Yes
i Evaluation Reports
FL13541 R10 AE PER2749 SS 2014-09-26.pdf j
Created by Independent Third Party:Yes 1
1
j
i
Contact Us;:1940 North Monroe Street.Tallahass FL 37399 Phone:850-487-1824
i 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
i 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
I _ 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 emails 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
.I 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 112LE_.
Product Approval Accepts:
.I eCtack --
http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgm7MX9RiJ3Qxg%3d%3d[2/17/2016 8:34:59 AM]
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: NI011923.01-R4
, Q DATE: 03/27/2014
. ' CERTIFICATION PROGRAM: Structural
w COMPANY: JELD-WEN
CODE: 822-1
REVISION DATE: 09/28/2014
To verify that the"Notice of Product Certification"is valid,please visit www.NANIUCertification.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 NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if an corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN JELD-WEN"Design Pro/Smooth Pro"
3737 Lakeport Boulevard Fiberglass Glazed In-Swing or Out-Swing
Klamath Falls, OR 97601 Side-Hinged Doors w/Glazed Sidelites
Configuration: OXO
Glazing:Insulating Glass(Tempered)
IS Frame: W-2847mm(112.12") H-2487mm(97.93")
OS Frame: W-2847mm(112.12") H-2470mm(97.25")
Panel: W-908mm(35.75") H-2419mm(95.25")
DLO: W-606mm(23.87") H-1995mm(78.56")
SPECIFICATION PRODUCT RATING
ASTM E283-04/E330-02 Design Pressure: +45/45 psf
TAS 202-94 Qualifies Configurations:XO/OXO
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/SJW2013-137-TAS/SJW2013-241/SJW2013-242/SJW2013-208-
TAS/SJW2013-209-TAS/SJW2013-251/SJW2013-252/SJW2013-253/NCTL-210-3925-
03/NCTL-210-3918-02/SJ W2014-032/NCTL-210-393 0-01/NCTL-210-393 0-
02/SJ W 2014-068/SJW-2014-071/SJ W 2014-069/SJ W 2014-079/W-1674/W-1701
Expiration Date: March 30, 2018
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
NOTICE OF PRODUCT CERTIFICATION
CERTtF/'.
4A�' t
CERTIFICATION NO: NI011923-R4
DATE: 03/27/2014
i! CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 822-1
REVISION DATE: 09/28/2014
To verify that the"Notice of Product Certification"is valid,please visit www.N 1.MICerti Ijeation.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 NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN JELD-WEN"Design Pro/Smooth Pro"
3737 Lakeport Boulevard Fiberglass Glazed In-Swing or Out-Swing
Klamath Falls, OR 97601 Side-Hinged Doors w/Glazed Sidelites
Configuration:OXO
Glazing:Insulating Glass(Tempered)
IS Frame: W-2847mm(112.12") H-2081mm(81.93")
OS Frame:W-2847mm(112.12") H-2063mm(81.25")
Panel: W-908mm(35.75") H-20]2mm(79.25")
DLO: W-606mm(23.87") H-1587mm(62.50")
SPECIFICATION PRODUCT RATING
ASTM E283-04/E330-02 Design Pressure: +50/-50 psf
TAS 202-94 Qualifies Configurations:XO/OXO
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/SJW2013-137-TAS/SJW2013-241/SJW2013-242/SJW2013-208-
TAS/SJW 2013-209-TAS/SJW2013-251/SJW 2013-252/SJW2013-253/NCTL-210-3925-
03/NCTL-210-3918-02/SJW 2014-032/NCTL-210-3930-01/NCTL-210-3 930-
02/SJ W 2014-068/SJ W-2014-071/SJ W2014-069/SJW 2014-079/W-1674/W-1701
Expiration Date: March 30, 2018
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
-74 3/4"MAX.O.A.WIDTH— PP.F.PARFD BY;
373/8- 37 3,/8`
—F TYP.L F TYP.E .;
JELD-WEN.
l 1
BUILDING DROPS,INC.
IVIND0IVS & DO0ILS s;elo»N¢ax�ruoo!s�
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F— {— iAY1•aYlrad p>2k
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DESIGN PRO/SMOOTH PRO FULL LITE
_ 0 _
w
NON-IMPACT m ® ACTIVEDFIXED Q K z FIXED ti w o m c
FOR USE OUTSIDE THE NIGH VELOCITYNURRICANE ZONE(NVNZ) `; =a 'o ,�—� z
OZ o9z �� oa
GENERAL NOT[5: A I
2 y 2 w M£4 LL
ZZ mg
' 1. THE PRODUCT SHOWN li£ftEIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT
INTERNATIONAL BUILDING CODE(18C),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE ti M1 �Z H-o
(FOC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: TYP.ELEVATION 1 (� TYP.ELEVATION 3 2 <o
• ASTM E33002 �..•RwR.wr 1121/8" .OA WIDTH .+....un O Z:
AS
E283-04 srowd,o e.,am,i�.,o.<e•,m _ 37 3/8" 4 Uj Uj a �c
• AAMA 1304-02 1. FRAME TYP. Z W V1'
• TAS 202-34 (7 Lu
so LJ
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE \ e " / r Q CL vl o
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS To THE N
UJI
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF e n ~ K Ws
INSTALLATION. •-. _ O
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORO ep 0 re F
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED Z oo 9 p REMARKS BY DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS N z ACTNE ' FIXED Ln
o Add ADA s10,Muh1Polnt Lock GL /23/I
DOCUMENT. f-3¢ r z,�„
O Ox t =a A Radius Lhe
4. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT FDX(EDr Add IM 202.94 Standard SM 122/14
RESISTANCE.
Add InlR6•11 Mui MS 01729/1
5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 4 FOR GLAZING DETAILS. uos++uwinoaxlawvnoteca.wi
w anu+consEnr«emurnc oRols..w:.
•ItER.MnS.anpnRJn\nVa4iGr1IMG.OROEnfR
I 6. FIXED FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS ` ` ` .nwaro nis C0lMEnt rRc noromaxrtn um
BETWEEN GLASS, DECO, AND EXTERNAL AND INTERNAL WROUGHT IRON. RADIUS (SHAPED) UTES ARE TYP.ELEVATION
ooc..wro;wu'R.
QUALIFIED FOR 6'-B"DOORS AT DP+/-50 PSF ONLY. u.r.°ov wws o.lxYmrr \\\\\\ ••I22///
-A�S F.
7. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADOIHONAL PANEL CONFIGURATIONS AND FLUSH 10T£MS:-L DOORS SHOWN IN CONFIGURATIONS ON THIS SHEET MAYBE LEFT �`�Q'\,.• CC,p/���
DOORS ARE QUALIFIED. HAND OR RIGHT HAND OPERATING DOORS.
Z O
2. SIDELITE MAY BE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN =* 2 ••7�T
B. NOTE:OPERATING AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTPI OF 9.75 PSF. ABOVE AS LONG AS O.A.DIMENSIONS ARE NOT SURPASSED.
FIXED SIDEUTE MEETS WATER INFILTRATION AT WTP OF 7.5 PSF.REMAINING SILLS NOT RATED FOR WATER T T 0'
MAX. 1.6
INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT P0.00UCT MEETS THIS REQUIREMENT, OVERALL DESIGN PRESSURE(PSF)
PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG NOMINAL SIZE FINGER-JOINTED PINE ALL OTHER MATERIALS MISSILE �0 •., (, pP,: /u
(OH)RATIO=OH LENGTH+OH HEIGHT IS t 1.0
IMPACT
CONFIGURATION
INSWING OUTSWING INSWING OUTSWING RATING
TABLE OF CONTENTS WIDTH HEIGHT s aktc7,Ei"w'-,sp\1�
"
SHEET REVISION SHEET DESCRIPTION POS. NEG. POS. NEG. POS. NEG. POS. NEG..
EG. Wa^'
O 3'-O' 6'-BSO' 55 50" 55 50• 50 SO* 50 NON-IMPAR Rxnan c n„+
1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Digitallyslgned 6y Hermes F Norm,P.E.
O,X,O 9.1. 6'•R” 50• 55 5D• 55 50' 50 50' SO NON-IMPACT Reason:l amapp.Y1n9 this document
2 A TYPICAL ELEVATIONS O,X,O VENT LITE 9'-0" 6'-8" 50• 55 50' 55 50• 50 50• 50 NON-IMPACT Date 2016.01,3�1f11-3415.05�'t00'
3 A TYPICAL ANCHOR LAYOUTS AND NOTES O,X,O RADIUS 9'1" 6'-8' S0• SO 50' 50 50' 50 50• SO NONIMPACT DATE: 02.05.14
4 A QUALIFIED CONFIGURATIONS&GLAZING DETAIL 0 3'-0' 8'•0` 45• 45 45' 45 45' 45 45' d5 NDN-IMPACT DWG. Y: CHK. Y:
5 A OPTIONAL 2X BUCK ANCHORING DETAILS GLj SSpMSS
NOWEEM No" 5' 45 45• 45 45• 45 NON-IMPACT
6 A VERTICAL ASSEMBLIES SCALE: NTS
X,O 6'-0' 6'-8" 50• 55 0• SS SO• 50 SO* SO NON-IMPAR
7 A HORIZONTAL ASSEMBLIES DWG•#-A010836A
0' S5 SO' S0 50• 50 NONIMPACT
8 A WOOD SUBSTRATES X,ORADIUS 6'-0' 6'•8" 50• SO 50' 50 SO• 50 50• 50 NON-IMPACT SHEET: OF10
9 A CONCRETE SUBSTRATES X,O 6'-0' 8'-0" 45' 45 45• 45 45' 45 451 45 NON-IMPAR
10 A COMPONENTS&BILL OF MATERIALS 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS,
I•REPARED 04'
BUILDING DROPS,INC.
3oHi DAYw❑IAO+D.YD..Sq,M
373/8' uma e[Ya,ruww
—FRAME-
12 1/8"MAX.O.A.WIDTH rax.los+tiax nu
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O_ FRAME O
g \ l7 •
ILLELAION 1"ar�� /� TYP,ELEVATION 3
REMARKS BY DATE
74 3/4"MAX.O.A.WIDTI
Add ADA MR,MDtri-Poia LMV. GI 06/23/14
a
&Ratr-Fite/ t Add I—S1.1 MDR MS 01/29/16
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Ogg i73/8,.
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sl�Upyvj°ra�Y��:M Wo..S W},
t2-\ TYP.ELEVATION 2 s axr"i>",'u'1tncYrn.nsn
DATE: 02.05.14
DWG. Y: CHK. Y:
GL/TJM SS/MSS
SCALE: NTS
owe.>::A010836A
SHEET: OF 10
2
=RLPAREu nv:
INSTALIATION NOTES: $- TABLE 112 1/8"MAX.O.A.WIDTH
FOgip QIYQIY. 1 1/2"TYP•
3"TYP. »,
1. ONE(l)INSTALLATION ANCHOR I$REQUIRED AT EACH ANCHOR LOCATION SHOWN. 3"TYP.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACK TO BE 1141NCH,SHIM WHERE SPACE OF 1 r161NCH CR GREATER OCCURS.SHMI(S)SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. o41r nrx"'"3sora
rax lssallu.a>sn
3, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO
STUCCO,FOAM,BRICK VENEER,AND SIDING,
x w+N
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL m';° m� 1 w W
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR " z i ¢ 0
MANUFACTURER'S INSTALLATION INSTRUCTIONS. m Z m o M
Fy
zm`a' eti
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL.INSTALLATION ANCHORS INTO MORTAR i7 LL Z d
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE3 z< _ • z O Q m LLt $
SHELL OF BLOCK. F=$p ¢ w y U LAcl
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK g O S,, 0 "'S
CONCRETE/MASONRY CONSTRUCTION. , \ -
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE RASED ON SUBSTRATE MATENIAlS WITH THE Fi D ClAVE FIXEDO 2 y
FOLLOWING PROPERTIES: 4 Z:
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. —3"7YP,
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. A3 A3 —3"TYP. V
C.GROUT-FULLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH . ANCHOR IAYO W Z
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 f -"o�� Q ¢ �
PSI.
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH < { i
OF 2000 PSI. SF Al 37
FOR Q1Y. 74 3/4"MAX.O.A.WIDT
8. SEE SHEETSS AND 9 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR O.A.WIDTH
3"TYP. — 1 1/2"TVP. 3"TYP. 3"TYP.
i LOCATIONS,EDGE DISTANCES,EMBEOMENTS,AND SHIM SPACING, C3 p REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Add ADA$01,M,W-Poi t Lxk GL 06(23)4
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED, d d
8 Radl,s lie
ANCHOR TABLE
6'8"DOORS 8'0"DOORS ^ x m m N m A>,�mAAwmni�coni`oin v.c�`i.coaan�ti'c
ANCHOR MIN. MIN.EDGE m I h m^ h wxunes io nn�mr�.unixr.e.oroLwnua�xo
ANCHOR TYPE SUBSTRATE NOF NOF z ¢ 0 M.:im.r0nr rarnr.rmw
SIZE EMBEDMENT DISTANCE MAX,O,C. MAX.O.C. z rc p 8 p 2 \ASI 0
SPACING AT ANCHORS AT SPACINGAT ANCHORS AT 3 Z u. x x z W c x \\\ F- 72i�
HEAD/SILL HEAD/SILL ze � u 3 z": I �� .IBES p
JAMBS JAMBS ? z • z ¢ z \
CLUSTERS CLUSTERS p Ci < I ¢ ,-3:C) I ¢ ` Q' '"
11
ZX WOOD BUCK C) 'r , ,
G J i
WOODSCREW 1110 1-1/2" 3/4" 17.1/2° 4 17•114• 4 p z ' I ^ 7 a I h-.�'O Z
OR FRAMINGL _ 7 _
rTW PC. 6" CONCRET CMU 1-12" 2- 7' 17-1 4° [y$
A VE FI1 Z FI D .�T-T J-
1.3/8"-GONG. C) ,/1V[///K1fv+�'°•�
ELCO ULTRACON 1/4" CONCRETE/CMU -3/8"-CMU 1" 17-1/2" 4 17-1/4" 4 A3 A33"TYP• '••' ',',�
—3"TYP.
a TYP.ANCHOR LAYOUTZTYP-ANCHOR LAYOUT
83
2.N9 X 21/2^PFH
SCREWS �1 /I
DETAIL D3 DATE: 02.05.14
TYP,HOPPE 25 26 DWG- Y: CHK. Y:
MULTI-POINT LAATENOCATN BOLT GL TJM SS MSS
C
DETAIL 03 (RH PLATE SHOWN) SCALE: NTS
D3
MULTI-POINT SHOOT BOLT I.BOTTOM SHOOT NOTES: DWG.N:AOZOS36A
PLATE LOCATION BOLT IgATE 1, ALL DOORS SHOWN IN CONFIGURATIONS ON THIS SHEET MAYBE LEFT SHEET; OF10
HOPPE a 2098911 HANG OR RIGHT HAND OPERATING DOORS,
2-49 X 21/2'PFH SIU.SECTION VIEW [�HEAD SECTION VIEW 2. SIDELITE MAY BE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN
PFH SCREWS �IE1YiNGY.OWNOUfSw:NO LMItM INYMNO SHOWN DUStw'INO Si61RAA ABOVE AS LONG AS O.A.DIMENSIONS ARE NOT SURPASSED.
S[f DFl4h B] SSt OSTAIL OS
PREPARED BY:
BUILDING DROPS,INC.
N'1�4j3J9Ite.N
GEY:IYNI�ii 31t%
I
y a�
/
Z
ML1111
ILI r EOy 0 0�
O P: Wu�m
R
u
0,X,0 ELEVATION Z O,X,O ELEVATION �3T� X,O ELEVATION X,O ELEVATION a w
N'ifx 34'LUEHtly WITN,'!-SIIXNrES [� wim l9-ssonxr Nmm rr smEin; O g V`
Z
0 2 O z z:
NOTE: q 0 W�
ALL DOORS SHOWN IN CONFIGURATIONSW
ON THIS SHEET MAY BE LEFT HAND OR --------- L29 .6
RIGHT HAND OPERATING DOORS.
/ r a 7
e F
'MAX. \ \ REMARKS BY DATE
r ` / \ I \ Add ADA 0,Mvltl-PoiM Lcck GL (K/23/IA
3/4"AIRSPACE LAI I &Radius L,W
14
nraroR X,O ELEVATION /� X,O ELEVATION O ELEVATION /� O ELEVATION /�
Z r 1/8"7Eh7PEREDGIA55 w !�_1 / L gra ELEVATION s�u ,N , Dw Bum
m 4 Ixta-voune unr,s l•r smart[ rc•uDEm I•r ssoEun nm urc oouN nuusuu nor es xE,.ow,aoww..ou o.r[.t
Q SILICONE N st[o[Tas e[LavJ snmum wnENcos at us c�Nauc oo mina.
T J BUTYL ,.xNN4t la t!�4U0aMENt NiNDTWTrtfa AND
EXTERIOR " up i l l",
_n�S F. 0
20 w
REDI-SEAL 23 T/e"OVERALL * t� 7 !
M6'-8"GLAZING DETAIL 19
v T T i o
m[/r MAlL oxa mwEN ,�N ,7.! 'I
41 Vr-..La.HEI41R I] \� r%~O/CN�-••.�..'.OA" •=w�``
1"MAX. 1'MAX. J MAX. o •�-'o
3/4"AIRSPACE 3/4"MAX. = > w
3/4"AIRSPACE C) e�ra
3/4"AIRSPACE nN.an.o:.0 .a.Jcv[
INTERIM ?� 1/2"AIRSPACE
INTERIOR 14 14 INTERIOR 14 14 LE
m
I= I/e"TEMPERED GLA55 Z m 1/8"TEMPERED G1A55 a
2 1/8°TEM1IPEREO GLASS 0 T/8"TEMPERED GLASS p
tD
SILICONE �� SILICONE BUTYL ,I
jR�m S DUTY SILICONE m BUTYL
o DnTE: 02.05.14
EXtEPoDR EXTERIOR � EXTER:DR INTEFlIOR ODL VENT LITE A55EMBLY DWG. Y: CHK. Y:
EXTERIOR zZ GL�T1M SS MSS
SCALE: NTS
20 21 23 22 NOTE: DurG.m A010836A
REDI-51 RC01-SEM SILICONE FRICTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS SHEET: OF 10
REDI-SEAL BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL
a8--V GLAZING DETAIL II FLUSH GLAZE DETAIL GLAZING DETAIL (T31 GLAZING DETAIL WROUGHT IRON AND RADIUS(SHAPED)UTES ARE APPROVED q
ID Vr4uX.o.Ca unDns � j nTle•MA[.o.Lo.vrm rax b✓AL wxovuE.ANoxouxotays FOP HAIf OtF Y[MIStLS IN ALL GLAZING DETAI LS SHOWN ABOVE.
1[//!"NNN.p[.O.HEI4NI J[T/E-MAk ala N[tGNi IN 49•xNIKAIa0.J 50 PSG ONtY IN 4'A"UWRONLY
PRLPARLU BY:
1
4112"TYP. 4112"TYP. 41/2-TYP. 41/2"TYP. 41/2"TYP. 41/2"TYP. r BUILDING DROPS,INC..
1112"OFFSETTYP.. . I11/2"OFFSET TYP. 11/2"OFFSETTtP. 11/2"OFFSET rvat c.:wnorn=rn.vo.src.re
I M m fN Us.+id'.Yl Ni IN
FAv,t�sx3lii 0-)}g
I I I j I I
m0Ta
j m
co auC
I I j o x0 "
I I 10 z
Z 08
0
I I 1 o 0¢
I I I { m
c
�TYP.ANCHOR LAYOUT P.ANCHOR LAYOUT (j1TYP.ANCHOR LAYOUT ~
[wN•[2>t eua lx mxsx[n/6asoxm maxasseuawmrttN[stYA•n:Rxn rrwxALueua tN wxa[svMAsam REMARKS BY DATE
Add ADA 0,VVU-Point Lock GL 06!23!24
&Radius Lite
gum siv,u xc:et a[ta�rou[ «utoio.wr
' wP.aur wnrrtx mNsr.Nr ci'wroem wan,tuc.
•v[N.mus.•AwrwNs,Nw4 ciPu4;,w as�,l i
a• wnlawcm�[xr mn[onn¢a•xo
ern<"r n
1 1/4"MIN.EMBED TYP, �S F.4 ITOI2j�''
wN
SEE TABLE 2X BUCKANCHORTABLE ��'• •l• /po
❑ :jN 7 -
�p•I•06'B"DOORS 6'O"DOORS
z z ANCHOR MIN, MIN.EDGE MIN.CENTER •a T�T)J 7ryry7 CY
g ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER �•:�!/��_JO'I+.•; (UJL
r • - SUBSTRATE DISTANCE MAX,O.C. MAX.O.C. x, •• ,�
00 *' SPACING AT SPACING AT %�FS•• •••••,[ (�,���
2X WOOD BUCK INSTALL. IAMBS IAMBS
2X WOOD RUCK 2� etL6�1.T"v6 y�b1
ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 114" CONCRETE/CMU 1-1/4• 2-112" 4" 25" 30-1/4"
ertuar.or• uoN x0-[m:e
ELCOULTRACON 1/4" CONCRETE/CMU 1.3/R"•GONG i" 4" 25" 30-1/4"
(312X WOOD BUCK INSTALL �q�2X WOOD BUCK INSTALL. 1.114-•CMU
IP04 5[CnON SwI VIIW '
DATE: 02.05.14
NOTES: DWG. Y: CHK. Y:
GL TIM SS MSS
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL.THRESHOLD SHALL BE FASTENED SCALE: NTS
IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 3.
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/5. DWG.Ir.A010836A
SHEET: OF 10
5
PREPARED BY;
1 UB X 2-1/2-PFH
G'FROM CORNERS, BUILDING DROPS,INC.
ONE AT MIOSPAN 39b r.ceH.A xrxH x,vu..su:nx
/ // // UAHIA biA.Y..it 13Wi
8 1
INTER!Orl EXTERIOR INTERIOR EXTERIOR EXTERIOR INTERIOR •$
4 m o ry D
V) o�W
o w
E 4 5
Q G m s�
o� w
�z
OPERABLE HEAD SIDELITE HEAD OPERABLE SILL a z Q
6 OUTSWING SHOWN•INSWING SIMILAR ` J OUTSWING SHOWN-INSWING SIMILAR 6 INSWING 4 U ( a
ENDURA ZAIL4S6SF
LD K .
h w
W > b
0
Wa
/2"PFH 7
8 INTERIOR CORNERS, REMARKS BY DATE
MIDSPAN Add ADA siI�NUhl-POln[Lmk GL 2311
INTERIOR, EXTERIOR &Rndivsurn
6 ./ EXTERIOR 1 INTERIOR
jLEXTENOR �� .nw<oHx of uinrn:.c oorrps.bc.
u,:w.mus.xr�roH>,nrcw,cxnuc ox mH:x
w.e.:H,s,o rens ppC�bLliAit Hm xxuirt!nAw
nvun.• .x rn.r+snH
4 OPERABLE SILLn
SIDE SILL OPERABLE SILL �J��rgEs F O
6 OUTSWING 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING ``'C1j� ' G•• ;����
AFCO J-2297 OPTIONAL AFCO H-497 ? `Z:•��\' O
Or
�i�S •sv:eroai G ��
INTERIOR EXTERIOR n,axuor AuiincH Hnlaae
6
DATE:
02.05.14
DWG. Y: CHK. Y:
OPERABLE ADA SILL SILL GL: SS MSS
6 INSWING/OUTSWING SCALE: NTS
ENDURA HCIS000 DWG.a:A010836A
SHEET: 0 F 10
6
1'41.PARCD BY;
HINGE DETAIL AT JAMB:
PI NOTE: NEXT O X ATH[ ST SCREW
HINGE AND JOCK ARE INTF.RCH0.N.,FARIF NEXT TO VJEATHERSTP,IP r
AT THE MULLION.
�/ 1 15 16 / BUILDING DROPS,INC.
1 1 \ »sa OiroA s-Av'",.w xxs
DE*AC,11
INTEAIOA \ rr.ryulxrosi>i
% B \ .Al'195ij)iJ
MEIOR
IR #8%2-1/2"PFH / x:a:.-.w w,acmasnm.<cR.
6`FROM CORNERS, \ '
17 1/4"O.C.TYP, I1
\ \ 1-49 X 2-1/2"PHILLIPS
FLATHEAD WOOD SCREWLn
J o m
_ / \ 3-#9 X 3/n"
PHILLIPS u —' s m
EXI ERITJ9
EXTEPJOR 3 FLATHEAD WOOD SCREWS O DO w LL-•v
EXTERfOA HINGE SCHEDULE C t-. a s
4-09 PHILLIPS FLATHEAD WOOD SCREWS 2Q � r"y A.
24 USF:3/4"LENGTH FOR 6'-8"DOORS DOOR HEIGHT QUANTITY ~O z Q M x
USE 1"LENGTH FOR 8'-0"DOORS O 2 J
3
LOCK JAMB 2 FIXED JAMB HINGE JAMB B'-0" 4 o z z
OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR7 OUTSWING SHOWN-INSWING SIMILAR 4 0a
N
h 0 �M
x`i S c
APPLY DAP ALEX PLUS SILICONE 11 APPLY DAP ALEX PLUS SILICONE 10 APPLY DAP ALEX PLUS SILICONE 4 J�
OR EQUIV.ADHESIVE SEALANT OR EQUIV.ADHESIVE SEALANT OR EQUIV.ADHESIVE SEALANT
BETWEEN JAMBS BEFORE " BETWEEN JAMBS BEFORE .. BETWEEN IAMBS BEFORE
WILLING MULUNG '!— MULLING r-
98
♦\' I �♦
i #8%2"PFH SCREW �� � #8 X 3"PFH SCREW 98 X 3"PFH SCREW REMARKS BY DATE
AT EACH MULLION. AT EACH MULLION. AT EACH MULLION. Add ADA sill,r✓Iu PcA x Las GL 06123/14
\\ 6"FROM CORNERS, \ 6"FROM CORNERS, 6'6"FROM CORNERS,
14 1/2"O.C.TYP. \ %/ 14 1/2"O.C.TYP. \. i4 1/2"O.C.TYP. &10.Ljre
JAMB MATERIAL: Ada IM.CRrIl Id111 MS 012911a
IAMB MATERIAL' \ % JAMB MATERIAL:
/
FINGER JOINT WOOD % FINGER JOINT WOOD,, FINGER JOINT WOOD,
% SOLID WOOD,LVL, 8
' OR SOLID WOOD \ SOUDWOOD,ORLVL - uavu«nor ,�:�r„„A,,;a,,a1,e,'AAs.
\. \ OR COMPOSITE vnnmur wxnYLn cun¢nr oanOiwAr.wa
ALnAAirc'- AGWrroni-.rrarcnr�Acp«o ra.
1.50'� )---(— 1 1 2 >A.ns ro n,nomrNLnr Asc xcr"irma,.moArn
0.75"
1.SO"'7=I I II ,r,...,,., x x,.u•
—F 1.50"1— ,AJ1112j
I—2.25• 3.00" w,a ♦♦♦♦,\`Tll-*ES F -70
BACK-TO-BACK JAMB ' -��'
ABACK-TO-BACK JAMB ACK-TO-BACK JAMB 7 INTEGRAL MULLION _ r; "7 /;0
7 NO MULLION REINFORCEMENT ` 7 f IX MULLION REINFORCEMENT 7 2X MULLION REINFORCEMENT 7 FOR 6'B"AND 8'0"UNITS * 4.'
v 18 wvz
DOTE:
B-#9%21/2"PFH 0 C D?:• `
17 ALL SOLID WOOD USED IN MULLION ASSEMBLIESABOVE 1 T 2
W1 STRIKE HARDWARE 1i CC G�
TO BE PONDEROSA PINE(MIN.S.G.=0.45)OR GREATER. ♦ S�a�.L
3-#8X2°PFH I ♦
4-FAPL STRIKE PLATES ♦ SSAai51�,Lp,y�
EXTERiGA N'/STRIKE HARDWARE 4-#8%13/8"PFH i/ eLTM N.,>,T
1-M?L STRIKE PLATE _ EXTERIOR 1-RfINFORCEPE#2PLATE a
FF
HOPPE#251229G
0
K?
INTERIOR d INTERIOR o DATE: 02.05.14
DWG. Y: CHK. Y:
GL/TJMp1 SS/MSS
9-#9 X 1 3/4"PFH 13-88 X 13/8"PFH(6'-B"UNITS) SCALE: NTS
8 W/HARDWARE 8 15-#8 X 13/11"PFH(8'-0"UNITS)
(6'-8'&8'-0"UNITS) COMES W/HARDWARE DL"G•#:A010836A
I
(X)ROCKWELL MULTI-POINT LOCK �HOPPE MULTI-POINT LOCK KOPPE MULTI-POINT LOCK SHEET: OF10
' 1 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY
PREPARE[]BY:
—2K WOOD RUCK
WOOD ANCHOR
Q
r SEE TABLE ON SHEET 2
MIN, zEi I j/ SILICONE BUILDING DROPS,INC.
EDGE DIST. L I WOOD ANCHOR
wm jj '�+� ?93l panue[n_n BIVU,t`i.33J
SEETA
BtE SH.3 w ha- SEE TABLE ON SHEET 3
u, 1X WOOD BUCK z F
S _
E w
2X WOOD BUCK o
0.25" MIN, Lpi 0 m
ci 2 MAX, EDGE DIST.
WOODANCHOft - SHIM SEE TABLE SHEET C h Lu z=a
SEE TABLE ON SHEET MIN.EMBED.
SEE TABLE SH.3
HEAD TYPICAL _ JAMB TYPICAL
(TYPICAL) --- (TYPICAL) OPERABLE SILL z
• �/ OUTSWING SHOWN-INSWING SIMILAR [$�—OU-TSWING SHOWN-INSWING SIMILAR 8 INSWING � O:z � Fes`
ENDURA ZAILa56SF o- 0
WOOD ANCHOR2 0
WOOD ANCHOR w WOOD ANCHOR p
SEE TABLE ON SHEET 3
SEE TABLE ON SHEET 3 a SEE TABLE ON SHEET 3 W r]
4 a
SILICONE \' \\\\ \ 19
�*
m \ \, \ \\ SILICONE -, SILICONE
ON pN pN_
v m J 2X WOOD BUCK 2X`HOOD BUCK
i t Z a i t REMARKS BY DATE
r G'^ 2X LN000 BUCK e W w aee ADA s
R M,ULuck ck Gt LM/23/Lc
aeiu,,s LIWLe
MIN. MIN. MIN.
EDGE DIST. EDGE DIST. EDGE DIST: aa9n n.u.o
SEE TABLE SH.3 SEETABLESH.3 SEE TABLE SH.3 awYWNOt RL NLMtOO;d(O IYY ewf Uq YM
ncoN;rN3 0]e�nwrw ouo]s,me
].ltt]gapN4 LOdtICJhJ.w4nlGn Putti,ON nnQ9
OPERABLE SILL (I)SIDELITE SILL(MULLED UNIT) r7-\ OPERABLE SILL ""°""°"�°° "`" "'"""""�°"
8 OUTSWING8 OUTSWING SHOWN-INSWING SIMILAR $ HIGH BUMP OUTSWING ` ,�SirIF]xn�;�1,,j�
AFCO 1-2297 AFCO H-097 �� �v^�,\" J� �i
CONCRETE ANCHOR � -``���•IV�7••��.'pO''
SEE(ABLE ON SHEEP 3
SILICONE N Tr
41
19RSvA 4C,w 2X WOOD BUCK \\\\\\\\ \\\ SILICONE %��K ,'I•[[L1Y�L�J�,yy.L• aG\����
Z Y 39.3K1yN��n BE.61bT:
WD,ij1
E w 1X OO.BUCK eM+N q�IT3
hU][[[Rt.03�316N�n01J Y5YA19
N MIN,
EDGE DIST.
SEE TABLE 511.3
OPERABLE ADA SILL SIDELITE SILL(STAND-ALONE) DATE: 02.05.14
DWG. Y: CHK. Y:
8 INSWING/OUTSWING Q J OUTSWINGSHOWN-INSWINGSIMILAR GL TJM 55 MSS
ENDURA HCISDDD �✓ NO ANCOR REQUIRED SCALE: NTS
tp OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW DWG.a:A010836A
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM SHEET: OF 1 O
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
8
PRE PARED BY;
1X WOOD BUCK BUILDING DROPS,INC.
MIN. '^ (OPTIONAL) test unvin xtnoi o:ru.;n.ttx
EDGE DIST. +-hLIE
o..wu or•cn,ti+xaxi
SEE TG E DIBLE SH.3 = CONCH El E ANCHOR vx Istspm cars
N SEE TABLE ON SHEET3 r•xarnp:a,nsn
CONCRETE ANCHOR rta.w...c ssotia,.�n,
SEE TABLE ON SHEET 3 SILICONE
, f=
iw •. `CONCRETE/
v MASONRY % q "' m o o
z ti BY OTHERS ! 2i F LL W 4 w
�r % u p F—
A
1X WOOD BUCK
4 U rY M1�
%/�% ' `. II II CONCRETE;
(OPTIONAL( F a cF
n x —F{---MAX, N. MASONRY p CO m a
ci e / ,<� SHIER EDGE IDIST. BY OTHERS O 2
CONCRETE ANCHOR —` CONCRETE/MASONRY BY OI HERS SEE TABLE SHEET 3 H p W
2 �
SCC TABLE ON SHEET MIN.EMBED.
SEE TABLESH.3 4Ui
(/Z'
(� HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL z z
OUTSWING SHOWN-INSWING SIMILAR C, OUTSWING SHOWN-INSWING SIMILAR \�J INSWING p 0
ENDURA ZAIL4565F
W
r..D
SEE TABLE ON SHEET 3 SEE TABLE ON SHEET 3 G
CONCRETE ANCHOR
SEE TABLE ON SKEET 3 \ 19 SILICONE REMARKS BY DATE
_ - SILICONE m ` \\� � 7�:'!.y Add. sil.MuI:LPoint lack GL 06/23/14
SIUCw .a
ONE mBRaJus Lkn
d
Za a
E N CONCRETE/ w CONCRETE/ CONCRETE/
MASONRY —SMASONRY
MASONRY
.WCSN4 M416 xlf0.0GR.t01v W4Nl Ox 0.Ia1
BY OTHERS BY OTHERS BY OTHERS nxxcnnx
MIN. ei±iss*m4.wm mn rcxtwvtm4 um011
EDGE DIST. . w4 axuu+vt ac votrwvnt;,xvo
MIN. MIN. SEE TABLE SH.3 rtuRa +i"�m,FnxnN/j�
EDGE DIST. EDGE DIST. \�
SEE TABLE SH.3 \\ E,S F.
SEE TABLE SH. `\\ y1 •�c"!���j,�
OPERABLE SILL �SIDELITE SILL(MULLED UNIT) 7 OPERABLE SILL ��., � �o
OUTSWING n OUTSWING SHOWN-INSWING SIMILAR ry HIGH BUMP OUTSWING
9 AFCC J-2297 9 9 AFCO H-497 * _-
���•T5/a I � du
CONCRETE ANCHOR ��OT•., (p�pA•;'\4f;
SEE TABLE ON SHEET 3 w r�i�S............
.••..... aC \\
!!! SILICONE
wa G a rsrc—ft,'lan vmtm.11.
Z H
f w IX
CONCRETE/
MASONRY SILICONE
BY OTHERS 4 DATE: 02.05.14
MIN. a Q CONCRETE/ DWG. Y; CHK. Y:
EDGE DIST. MASONRY GLrTJM SSpMSS
SEE TABLE SH•3 BY OTHERS
SCALE: NTS
® OPERABLE SILL (9')SIDELITE SILL(MULLED UNIT) DWG.A:A010836A
tp OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
9 OUTSWING/INSWING \IV
OUTSWING SHOWN-INSWING SIMILAR SECTION OF HEAD OR JAMB AS LONG AS MINIMUM SHEET: OF 10
ENDURA HCIS000 ADA NO ANCHOR REQUIRED EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
9
BILL OF MATERIALS MATERIAL PREPARED Rr
rTerau DESCRIPTION _ 17 ROCKWELL MULT-POINT LOCK C1� HOPPE MULT LOCK
J �N/SILL SHOOT
HOLT BOLT PLATE 112098911
FINGER-JOINTED PINE O n
SOLID PINE BUILDING DROPS,INC.
1 FRAME HEAD/JAMBS
LAMINATED VENEER ® 3,n L aLr A auc,,n 135^11 13x
L UMBER O v+.lvl+lts»>are
F.tX:(Fli))6a 4219
COMPOSITE
2 INTEGRAL MULL LAMINATED VENEER O
LUMBER3 SIDELITE STOP WOOD OR PVC
y LU °LU
a^
4 ENDURA ZAIL4565F THRESHOLD
Q 0
5 AFCO 1.2297 THRESHOLD - C) w W
6 ENDURAHCISO00ADA THRESHOLD
0 =Q O
7 ARCO H-497 THRESHOLD - C 0
0
00 n 6 m Y
8 WEATHERSTRIP URETHANE FOAM& 0
POLYETHYLENE o o to O ❑
Loc ('_'1 O Z �
a !S!S HANDLE 4 a Wo
10 2X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD o HEIGHT 5 oO',/ �
o - FT.
11 1X WOOD(S.G.MUST BE 055 OR GREATER) WOODo U.)
HANDLE z '
12 410 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL HEIGHT °1^ O p
13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 3&5) STEEL E C=)o 0 C
14 1^O.A.IG TEMPERED NON-IMPACT GLASS - o C c F 0
15 KWIKSET LOCK SERIES 400 STEEL o I o
REMARKS BY DATE
16 KWIKSET DFADBOLT SERIES 780 STEEL O
Add ADA c31.Mufti PoiM W-.k GL 06/23/14
ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT
&Radius us
17 ROCKWELL MULTI-POINT TONGUE LATCH#732287608-0UNIT STEEL
All 1118+1111114 Ms 01/29/16
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BUILDING D ROJ PS 398 East Dania Beach Blvd.
Suite 338
A Perfect Solution in Every Drop Dania Beach, FL 33004
t` •- 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Prod,uct Evaluation Report
Of
JELD-WEN, ine..
Design Pro / Smooth Pro Full Fite
Non-Impact
For use outside the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
Pleport No. 2749
Current Florida Building Code
Method: 1 —A (Certification)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Design Pro/Smooth Pro Full Lite
Non-Impact
For use outside the Higli Velocity Hurricane
Zone
Material: Fiberglass
Product Dimensions: l2'-0"X 6'-8"(Nominal)
12'-0"X 8'-0"(Nominal)
Prepared For: ``` %J111H1111,'0
3717 Lnkepos-1 X lv(l. .T�'Q-��,�f�'..
a�arnatli Falls. €R. 976111
Prepared by: _ 7 =
• T�,T OF Elf
Florida Professional Engineer 4 73778 0,��'.,�1 DP:•�_��®
Date:
09/22/2014Conten
Evaluation Report Pages 1 -4
Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero, P.E.
Reason:I am approving this document Florida No.73778
Date:2014.09.26 15:13:32-04'00'
BUILDING DROPS
A Perfect Solution in Every Drop Date: 09/22/2014Report No: 2749
Certificate of Authorization:29578
Manufacturer: JELD-WEN,inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Design Pro/Smooth Pro Full Lite
Non-Impact
For use outside the High Velocity Hurricane Zone(HVHZ)
12'-0"X 6'-8" (Nominal)
12'-0"XS'-0" (Nominal)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc.
based on Method 1a of the Florida Department of Business and Professional Regulation - Florida
Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current International Building
Code, International Residential Code,and Florida Building Code.
See Installation Instructions A010838A,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is.in compliance with the current International Building
Code (IBC), International Residential Code(IRC),and Florida Building Code (FBC),excluding
the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing A010838A require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions A010838A for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
a BUILDING DROPS
fiyar Date: 09/22/2014
x A Perfect Solution in Every Drop Report No: 2749
Certificate of Authorization:29578
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation&
Management Institute(FBC Organization#QUA1789).
Performance Standards: The product described herein has been tested per:
• ASTM E283-04
• ASTM E330-02
• AAMA 1304-02
• TAS 202-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization# TST1589)
Report# Report Date:
N CTL-210-3918-01 10/04/13
SJ W 2013-195 09/16/13
NCTL-210-3924-02 12/18/13
SJ W 2013-241 12/03/13
SJ W 2013-242 12/03/13
S1 W 2013-208-TAS 11/13/13
SJ W 2013-209-TAS 11/13/13
SJ W 2013-251 12/23/13
SJW2013-252 12/23/13
SJW2013-253 12/23/13
N CTL-210-3925-03 02/07/14
NCTL-210-3918-02 10/12/13
SJ W 2014-032 04/22/14
NCTL-210-3930-01 02/24/14
NCTL-210-3930-02 03/10/14
SJ W 2014-069 07/07/14
SJ W 2014-079 07/07/14
2. Product Testing performed by Quality Testing Inc.
(FBC Organization# TST7638)
Report# Report Date:
SJ W 2010-003 01/11/10
3. Quality Assurance Entity
National Accreditation&Management Institute
(FBC Organization#QUA1789)
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 4
e
BUILDING DROPS
°s A Perfect Solution in Eve Drop Date: 09/22/2014
g3 Every p Report No: 2749
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate(Min.S.G.=0.55), use#10 Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
tka 1A1
For concrete(Min.f'c=3000 psi)or masonry(Conforms to ASTM C90) substrate where
one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon
or%" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum
B. m
embedment of 1.25" into concrete or masonry.
wood bucking is NOT employed, use 3/16"diameter ITW Tapcon or%" Elco Ultracon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25" into concrete or masonry.
Refer to Installation Instructions(A010838A)for anchor spacing and more details of the installation
requirements.
Design Pressure:
MAX.OVERALL DESIGN PRESSURE(PSF)
NOMINAL SIZE FINGER-JOINTED PINE ALL OTHER MATERIALS MISSILE
CONFIGURATION IMPACT
WIDTH HEIGHT INSWING OUTSWING INSWING OUTSWING RATING
POS. NEG. POS. NEG. POS. NEG. POS. NEG.
O,XX,O 12`-0" 6'-8" 50" 5o so, 50 50, 50 So" 50 NON-IMPACT
O,XX,O RADIUS 32'0" 6'-8" 50'' 50 50' S0 so* so 50" 50 NON-IMPACT
O,XX,O 121-01, 8'-0" 45* 45 45' 45 45" 45 45* 45 NOWIMPACF
XX,O 9'-0" 6'-8" 5o" 50 50' so 50* so so, 50 NON-IMPACT
XX,O RADIUS 9'-0" 6'-8" 50' S0 50" 50 50' 50 50" 50 NON-IMPACT
XX,O 9'-0" 8'-0" 45" 45 45` 45 45' 4S 45` 45 NON-IMPACT
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4